The URL can be used to link to this page

Plans (2) X9500 ITOZDHPi LSZOOIJOZ 11S I . . . ;op cEt, t '~ • � - . - , , :, ,,, ,,,,, ,, :,,' ;:,,,,,,, ',,' C: —:.:: ,,,,, '' ;:: -— , . , ,, ,A, AIM": ,r,4' ' 1,,,,,, mirMilh' ', '', :' ' ,' '"' '''' ''' ' '' ' '7" VE14' ' ,,, F „ ,: „ „ ., ,, , .. ‘r, ,, , . , , , . ,, , , , ,, , #,,r, ..;^-4,-,,,,,,,F,,,,,,qt:.,c , .;I ,., ' , ',,::: '' : ,s, , ,,er ;,,, . , _ ,,, , , 1 ...,„,, L'L. - -r -- • ' ‘ 22011 , ,,,. -.,, . , , , :, ,,,,,, ,, ,,,,, , 1 .,,,„, oryor. , , , _ ., , ::„,,,,.., ,,„ , , , ,, i , ,, r, ,, „ . , , ,,,, a . , , 4- ,, , ,, ,,: , ,, , , , ,„ , , , ,,,, .., ,,, , v, , , , ,,, ,, 7 1 y;:;:, ) : TIGARD, OR 97223 , ABBREVIATIONS , PROJECT DATA GENERAL NOTES , ,, CODE SUMMARY , 1 '.‘'-' ' LEGEND OF SYMBOLS . . ,, „ , , , , :?i,',, DETAIL DETAIL VIEW BUBBLE Ask •'' AC AIR CONDITIONING • • MAS MASONRY ',EXISTING BUILDING INFORMATION , , ' FRED MEYER STORES , ,,,;,,,, ; LEGAL OWNER : FRED MEYER STORES, INC. ', 1. DO NOT SCALE THE DRAWINGS 1 ,'-- DETAIL IDENTIFICATION , ACOUST ACOUSTICAL MAX MAXIMUM , 3800 SE 22ND AVENUE ' YEAR BUILT: 1966 ,, , p000< ACT ACOUSTICAL CEILING TILE MECH MECHANICAL • , -' • XX e N .. PORTLAND, OR 97202 1 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE , I I `,. AFF ABOVE FINISHED FLOOR MFR MANUFACTURER , , SHEET WHERE DRAWN ■ .. , PROJECT SCOPE : THE REMODEL OF THIS PROJECT INCLUDES AN : ', PROPOSED SF: 142,934 , ' PORTLAND, OREGON, 97202 '', A• L ALUMINUM MIN MINIMUM , ' 3. DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY AND WHAT IS CALLED FOR BY ' ':':: BUILDING SECTION MATCH LINE REFERENCE • ALE APPAREL, LEISURE & EXERCISE MISC MISCELLANEOUS ADDITION OF A STOCK ROOM AND MEZZANINE, • ONE SHALL BE AS BINDING AS IF CALLED FOR BY BOTH. SHOULD THE DRAWINGS, ? DATE OF MOST RECENT REMODEL: 2000 . DETAIL IDENTIFICATION MATCH SHEET ' DEPT. MO MASONRY OPENING RECEIVING AREA WITH NEW TRUCK DOCKS AND A NEW •; . , 503.797.3509 FAX SPECIFICATIONS AND/OR OTHER INSTRUCTIONS BE CONTRADICTORY IN ANY PARTICULAR ‘ RAMP; A NEW HOME ENTRANCE AT THE SOUTH FACADE, , , ., OR SHOULD THERE BE APPARENT ERRORS IN EITHER, OR SHOULD THERE BE ANY DOUBT : , '„„, Agak ,,,--- ----LOCATION ALT ALTERNATE MR MOISTURE RESISTANT , • ' ,,,, ...,A XXX. _ _ ; ANOD ANODIZED MTD MOUNTED EXPANSION TO THE FOOD ENTRY;A NEW COVERED , i ' AS TO THE MEANING OF EITHER, THE CONTRACTOR SHALL REFER THE MATTER TO THE '. CODES . PLANT STRUCTURE;ADDITION OF SKYLIGHTS; NEW • OWNER WHOSE DECISION THEREON SHALL BE CONCLUSIVE. `, BUILDING CODE(S): 2010 OREGON STRUCTURAL SPECIALTY CODE , SHEET WHERE DRAWN , ASPH ASPHALT NA NOT APPLICABLE LIGHTING, SIGNAGE, DECOR, FINISHES AND FIXTURES , • , , •, , ••••,, , , AUTO AUTOMATIC NIC NOT IN CONTRACT , 2010 OREGON MECHANICAL SPECIALTY CODE • , , , ,, , , ,.,, •,••„, , THROUGHOUT; AND NEW EXTERIOR PAINT FINISHES. 4. DIMENSIONS ARE TO THE STRUCTURAL GRID, CENTER LINE OF STUD WALLS, FACE OF ', ,,,' WALL SECTION ' DETAIL SECTION ', AUX AUXILIARY NO/# NUMBER . 1 , STUD Al' FASCIA, OR FACE OF CONCRETE OR BLOCK WALLS UNLESS OTHERWISE NOTED. ' 2008 OREGON ELECTRICAL SPECIALTY CODE 1 1" r , 1 , ,4 4 4 ,, , DETAIL IDENTIFICATION DETAIL IDENTIFICATION BD BOARD NOM NOMINAL ! LEGAL DESCRIPTION : INTERSECTION OF S.W. PACIFIC HIGHWAY AND 72ND 2008 OREGON PLUMBING SPECIALTY CODE , :;'',:'' Aithi/— CUT LINE- DEFINES CUT LINE- DEFINES THE ': BLDG BUILDING NTS NOT TO SCALE , . AVENUE.A PARCEL OF PROPERTY IN SECTION 36, , t 5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE ' , BLK BLOCK/BLOCKING OA OVERALL - LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS FOUR INCHES FROM THE FACE . . HE DETAILED ink DETAILED ELEMENT ,, ,,, 441211116.. TOWNSHIP 1 SOUTH, RANGE 1 WEST, OF THE ' ACCESSIBILITY CODE 2007 ADAAG • : I', BM BEAM OAS OUTDOOR AREA SALES , OF THE NEARBY WALL UNLESS OTHERWISE NOTED. ALL OTHER DOORS AND CASED „ , , ' LEMENT WILLAMETTE MERIDIAN, IN THE COUNTY OF 601 SW SECOND AVE 1 SUITE 1200 , OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS.1 . SHEET WHERE DRAWN SHEET WHERE DRAWN , • WASHINGTON AND STATE OF OREGON. , • . PORTLAND,OR 1 97204 ,,='„ ., BO BOTTOM OF OD OUTSIDE DIAMETER • , , EXTERIOR ELEVATION INTERIOR ELEVATION ', BOT BOTTOM OFCI OWNER FURNISHED CONTRACTOR .. FIRE SPRINKLER: 2010 OREGON FIRE CODE , , ' 6.ANY REVISION OR ADDITIONAL WORK REQUIRED BY FIELD CONDITIONS OR LOCAL t 503.223.8030 1 f 503.223.8381 • GOVERNING AUTHORITIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT , ''''''' ..,.._ , -.1 .--------/ DETAIL IDENTIFICATION MAINTENANCE • OF01 OWNER FURNISHED OWNER ,, BEFORE PROCEEDING. . ,, 46- DETAIL IDENTIFICATION '', B• SMT BASEMENT INSTALLED , ',, LAND-USE ZONING CODE: C-G , MulvannyG2.corn )' ,, AXXX ;, BTWN BETWEEN OH OVERHEAD ,, ' 7.WHERE EXIT DOORS SWING OUT OVER A LANDING, THE LANDING SHALL NOT BE MORE ' , , ,, • SHEET WHERE DRAWN vv' '' SHEET WHERE DRAWN ' C• AB CABINET OPP OPPOSITE AA ', ,,' THAN 1/2" BELOW THE THRESHOLD. „. ' CB CATCH BASIN PEM PHOTO ELECTRONICS & MUSIC ; 1-'t,1-(M1 I NUMbEl-<: TO BE DETERMINED NORTHWEST „ , , : ,,,,, , CG , CORNER GUARD PERP PERPENDICULAR . • 8. PROVIDE EXIT SIGNS AND EXIT LIGHTING AT ALL EXITS AS REQUIRED BY CODE. . ROOM NAME& NUMBER DOOR NUMBERS ,, , ItECOR , ,, , CF CUBIC FEET PERF PERFORATED „ , ROOM ( XX ) CFCI CONTRACTOR FURNISHED , PL PROPERTY LINE, PLATE • ] , , `', 9 NO ADDITIONAL RpOF OPENING OR ROOF MOUNTED EQUIPMENT IS ALLOWED BEYOND : OCCUPANCY CLASSIFICATION: MERCANTILE • , XXX (XXXX-PO CONTRACTOR INSTALLED PLAM PLASTIC LAMINATE PROJECT DIRECTORY : THAT WHICH IS SHOWN ON THESE PLANS WITHOUT WRITTEN CONSENT OF THE , , ' (REMODEL) , n, ; CIP CAST IN PLACE PLBG PLUMBING `;, ARCHITECT AND STRUCTURAL ENGINEER. ' ' •;,,„ GLAZING TYPE TAG EQUIPMENT TAG : CJ CONSTRUCTION JOINT/CONTROL PLT PLATE . . ' SEISMIC DESIGN CATEGORY: D . . ‘•,",, : 10. NO STRUCTURAL MEMBER SHALL BE CUT FOR PIPES, A.C. DUCTS, ETC., UNLESS , . * 0 . JOINT PLYVVD PLYWOOD ''' OWNER / DEVELOPER FRED MEYER STORES, INC. / KROGER NW CONSTRUCTION ::., CONTACT: BILL MERCER : CONSTRUCTION TYPE(S): V-B , ,,, ' SPECIFICALLY DETAILED AND/OR APPROVED BY THE STRUCTURAL ENGINEER. . _ PLAN CONFIGURATION ,. CLR CLEAR(ANCE) PREFAB PREFABRICATED , : 1• 1 THE BUILDING(S)AND FACILITIES MUST BE ACCESSIBLE TO AND FUNCTIONAL FOR THE :' ,.,),,:• 1 CMU CONCRETE MASONRY UNIT PREFIN PREFINISHED , ''' P• HYSICALLY DISABLED IN ACCORDANCE WITH AMERICANS WITH DISABILITIES ACT(ADA) '''., i ,,,, INSULATION ' COL COLUMN PSI POUNDS PER SQUARE INCH '',, 3f:805003SJE92723N5D39AVENUE PORTLAND, OR ;, AND ALL OTHER STATE/FEDERAL GOVERNING AGENCIES. -,•„, CONC CONCRETE PT POST-TENSIONED, -- ■MBIEI , SPECIAL CIRCUMSTANCES AND/OR AGREEMENTS WITH OFFICIALS: ; CONN CONNECTION POINT, PAINT, PRESSURE TREATED ' , , 17, : 12 PROTECT ALL PEDESTRIAN TRAFFIC AFFECTED BY THE DEMOLITION AND . ','.,,, SECTION CONST CONSTRUCTION PVC POLYVINYL CHLORIDE CONSTRUCTION WORK, AS SET FORTH IN THE BUILDING CODE. BARRICADE HEIGHT& 09.21.11: (EMAIL CORRESPONDENCE WITH GUS DUENAS)-THE STOCKROOM EXPANSION IS CATEGORIZED 4 ,!,,:‘,.., ARCHITECT mULVANNYG2 ARCHITECTURE , • , 1 UNDER"WAREHOUSE"WHILE THE REST OF THE STORE IS CATEGORIZED AS "FREE-STANDING DISCOUNT --„', CONFIGURATION CONT CONTINUOUS QT QUARRY TILE ', CONSTRUCTION, IF ANY, TO BE DETERMINED BY AUTHORITY HAVING JURISDICTION. • , V' CORR CORRIDOR R RADIUS, RISER , ' SUPERSTORE WITH GROCERIES." THE TRIP GENERATION ESTIMATE CONCLUDED AS A TOTAL DAILY TRIP VALUE , ,,,,,,' CT CERAMIC TILE RB RESILIENT BASE, RUBBER BASE i '',, 1• 3. CONTRACTOR MATERIALS AND ACTIVITIES SHALL NOT BLOCK ANY EXIT OR IMPAIR ,,, OF 69 TRIPS. , ,...- , ' FLOOR TO FLOOR FIRE SEPARATION WHILE THE BUILDING IS OCCUPIED. ' 10.19.11: (PHONE CONVERSATION WITH DAN NELSON) , , , , , dk Level 1 XX--\\ : DEMO DEMOLITION RCP REFLECTED CEILING PLAN f: 971.217.0114 , .i, DEPT DEPARTMENT RD ROOF DRAIN , , -THE EXISTING BASEMENT DOES NOT REQUIRE AN ELEVATOR AS THIS SPACE IS UNDER 3000 SF. IN ADDITION, IT ' D• F DRINKING FOUNTAIN ' RDC REFRIGERATION DISTRIBUTION ', 601 SW SECOND AVENUE SUITE 1200 • ,,, WAS DISCUSSED THAT AS LONG AS THE BASEMENT AREA IS ACCESSIBLE TO THOSE USING THE STAIRS AND : ''•,!' FINISH TAG CEILING HEIGHT : DIA DIAMETER CENTER , PORTLAND, OR 97204 ''! SPACES BELOW, IT IS ACCEPTABLE TO NOT PROVIDE AN ELEVATOR. , ( _ )-\ ' DIM DIMENSION REC'D RECEIVED ` • . - IT IS ACCEPTABLE TO KEEP THE EXISTING R-11 BATT INSULATION AND COVER WITH A POLYPROPYLENE FILM ', , ,,n, i DISP DISPENSER REF REFERENCE c ; THAT HAS AN APPROPRIATE FLAME SPREAD RATING. n.1 DEFLECTION JOINT REFR REFRIGERATOR, REFRIGERATION : CIVIL ENGINEER BARGHAUSEN CONSULTING ENGINEERS , r r , 10.20.11: (PHONE CONVERSATION WITH MARK VANDOMELEN)- CONFIRMED ITEMS DISCUSSED IN PRIOR , , -,„- : SPOT ELEVATION PAINT TAG L DN DOWN - REINF REINFORCING CONTACT: DAN LAMOTTE ' CONVERSATION!\•AIITH DAN NELSON. IT Is ACCEPTABLE TO KEEP THE EXISTING R-1.1 BATT INSULATION AND • 1 0,-0" ', DS DOWNSPOUT REQ'D REQUIRED , t: 425.251.6222 ATTACH THE POLYPROPYLENE FILM TO THE UNDERSIDE OF THE WOOD STRUCTURE. . --------\H- 18215 72ND AVENUE SOUTH KENT, WA • , • ''''', START POINT TOP OF MARK (E) EXISTING RO ROUGH OPENING ,.,• , • E• FS EXTERIOR FINISH SYSTEM SAN SANITARY PERMIT FEE SUMMARY: ,!,; ; 111/ • : E• IFS EXTERIOR INSULATION SC SOLID CORE , •,,, - STRUCTURAL ENGINEER KRAMER GEHLEN &ASSOCIATES .• t ' , & FINISH SYSTEM SCHED SCHEDULE ' TOTAL PROJECT VALUATION: $3,353,330 -(MECHANICAL VALUATION $754,638)- (SITE WORK VAULATION $225,00D) ' • '',';' , EXTENT OF WORK DATUM INDICATOR : EJ EXPANSION JOINT . SD STORM DRAIN CONTACT: JUSTIN BERG ' • ,-- ' EL ELEVATION SECT SECTION , -0". , t: 503.289.2661 , 400 COLUMBIA STREET SUITE 240 ',,,,;',,,,r--; n NORTH ARROW GRIDLINE BUBBLE i EQ EQUAL SHTG SHEATHING , ', EQUIP EQUIPMENT SIM SIMILAR VANCOUVER WA 98660 • , , PERMIT SET DEFERRED SUBMITTALS , iiiiiik\ ORIENT TO BUILDING /CI 1 Al ; EW EACH WAY SPEC SPECIFIED, SPECIFICATION , ,, EExXTH EXHAUST SQ SQUARE '' DC PROVISION REVIEW- LRP: $38.00 11 .311 . 11 , -', , , qiiir \—TRUE NORTH NEW EXISTING EXTERIOR SST STAINLESS STEEL DOCUMENTS FOR DEFERRED SUBMITTALS SHALL BE SUBMITTED TO THE RESPONSIBLE ' MECHANICAL ENGINEER ENGINEERING CONSULTANTS INC. - TDT FEE (COUNTY WIDE TRANSPORTATION DEVELOPMENT TAX): $75,299.00 -,,, , ,,,,- GRID GRID : FD FLOOR DRAIN STD STANDARD REGISTERED DESIGN PROFESSIONAL, WHO SHALL REVIEW AND FORWARD THEM TO THE •, , , , , ,,.,,,..diiiiiiiNtoli ', F• DN FOUNDATION STL STEEL BUILDING OFFICIAL. NOTATION INDICATING THE DEFERRED SUBMITTAL DOCUMENTS HAVE , ' PARTITION FIRE RATINGS EXIT SIGN t: 208.376.9820 ARCHIVE FEE: TO BE DETERMINED- $50.00 ESTIMATE ($2.00 FOR 11x17 PAGES AND OVER, $.50 FOR 8.5x11 PAGES) i ! •'",,,- ; ' FE FIRE EXTINGUISHER STOR STORAGE BEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN , - PER EMAIL CORRESPONDENCE WITH BRANDEN TAGGART, THE BUILDING OFFICIAL HAS AGREED TO NON - RATED f: 208.376.9822 INTENT SHALL BE AFFIXED. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED ' FEC FIRE EXTINGUISHER CABINET STRUCT STRUCTURAL • :r DISCOUNTING THE FEE BY HALF WITH THE SUBMITTAL OF A DISC CONTAINING ALL DOCUMENTS IN PDF. , , •. 303 FEDERAL WAY BOISE IDAHO 83705 Li;,'IA'''''N'''R. FLEENE':-,',,,,,;:l RCH :,';!''''''C';;'T ,_, „,,,„,,,,,,,*„, , : : -- . ---- "1'11 ' '''''''" 1HOUR-RATED (g) : FF FINISHED FLOOR SUSP SUSPENDED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE AUTHORITY '' • ,,,, HAVING JURISDICTION. THE FOLLOWING ITPMS RPQUIRE DEFPRRED SUBMITTAL BY OWNER ',,,,METRO CO,NSTRUCTION EXCISE TAX: $4,024.00 7, , — - — - — — '2HOUR- RATED • FF&E FURNITURE, FIXTURES SYM SYMMETRICAL , . ‘, , & EQUIPMENT SYS SYSTEM : PLUMBING ENGINEER ENGINEERING CONSULTANTS INC. AND/OR CONTRACTOR, SEE SPECIFICATIONS FOR FURTHER INFORMATION: ' , ,,, r , , CONTACT: CHAD PACKER , i F• LR FLOOR T&G TONGUE & GROOVE ,', : SEWER FEE: TO BE DETERMINED. V, , _, ,,,,,,I,'"' ,, Allir"-.,,:P ,4,',, pt ''''''' , , ' FO FACE OF - TBD TO BE DETERMINED : FOLLOWING ITEMS TO BE SUBMITTED BY INTRUSION ALARM SYSTEM , ,,,,,;,;-'`' ,,yF ,-,,,'"' ' Ai 4' 4 *...13........ winsmoom r,,,.-it , . FOC FACE OF CONCRETE TEL TELEPHONE f: 208.376.9822 , , OWNER FIRE ALARM SYSTEM , •,.., ,',‘ ' nel,sErinkicen'a II' ' D '',, ', ., C.onditionally ApinoVei,...............E 1 ' , FOD FOOD TEMP TEMPORARY, TEMPERATURE 303 FEDERAL WAY BOISE IDAHO 83705 SIGNAGE See Letter to:Follow................,.[ I ,,.., ,,,,, ,,..,,,s,,"1:\:‘,R,,,1:::::,N;,,,:R'..'' 5.1 • i I A\ A\ A\ rs' A "Ims°C,‘"17-.`'' ByPAerrnd:dri:sNs:unfit,=,ber,.7e5)Dazocie:- ..:6...1.?...It,4:70.{,tplatia;z1-7itt3(?:;', ';`;,', ' , FOS FACE OF STUD TO TOP OF :' ELECTRICAL ENGINEER ENGINEERING CONSULTANTS INC. FOLLOWING ITEMS TO BE SUBMITTED BY BUILDING , .,',' ' ' rite Ably's% -,":.,,'.,.:-: #01 , 4, , ',. r; '! FRP . FIBER REINFORCED PLASTIC TOC TOP OF CONCRETE/CURB ' ARCHITECT HEALTH . , ' ' '' • Mechanic/1 ' : '.‘"'' winot,.., '--'''.. , ','' ' FRT FIRE RETARDANT TREATED TOJ TOP OF JOIST , CONTACT: MIKE FUNK SEISMIC FIXTURE RESTRAINTS . , , ' FS FLOOR SINK TOM TOP OF MASONRY , , 4 104' I, ' , FOLLOWING ITEMS TO BE SUBMITTED BY VERTICAL RECIPROCATING CONVEYOR ,• ' ' Other .,,,,,.. ''' • Approved Crr.74.'"i E .,„ ' ' OF t, ' ,:,,, ',. A ; FTG FOOTING TOS TOP OF STEEL/STUD 303 FEDERAL WAY BOISE IDAHO 83705 , • , . CONTRACTOR FIRE PROTECTION SYSTEMS ,, bER ..0?-1P---faz,› -6-VVINce).ik Conditionally Approved - [ 3 ; ■ REFRIGERATION SYSTEMS See Letter to:Follow [ 3 All rights reserved.No part of this document may be ' ' : / 1‘\ A\ A\ ' , FURR FURRING TV TELEVISION „ LIABILITY reproduced in any form or by any means without ,, BACKFLOW PREVENTION DEVICE , , Attac)led............. , 3 , permission in writing from MulvartnyG2 Architecture. ' Tile City of Tigard and its - • ix,. , ' ' GA GAUGE UL UNDERWRITER'S LABORATORIES ., , , employees shall not be ;- VICINITY MAP MECHANICAL ,, , Permit Number:=,, e7_40 4.0 tfk , ,A., Dit'v'.1.',E,-' ''''(:)',ECI,,,zIPTI,i, t.16 which may appear herein. , • ,,''',• GC GENERAL CONTRACTOR VAR VARNISH ' PROJECT SITE , Approved plans ,":'' • '' ' '' ''' OF TIC i ,,,•': 11,,, , GLZ GLASS GLAZING'''' - " • ' - ' VB VAPOR BARRIER/VINYL BASE ',: , A III Acothinenditi:onally Ap,--provid ' -rik Fic: . , v i GWB GYPSUM WALLBOARD VCT VINYL COMPOSITION TILE i 1 Final inspection approval ls See Letter to:Follow...... [ ] . CODE SUMNIAR'14 , , ,, . 9 , -,•4 , HB HOSE BIBB VEST VESTIBULE , ,.. SW PINE$____,,___r------T I required prior to occupancy, Attrd . . , , ' HC HOLLOW CORE, HANDICAPPED VIF VERIFY IN FIELD ., 1,ii PLUMBiNG SYSTEMS A.:PeptD PLANS • —.4, , CONVEYOR SW SP,lifFST ..1--' ,,, , , , .3)Et IFICATION BOOK, cs „' ' MATERIALS HM HOLLOW METAL • c.) , „,,, MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES: (2) , ,,, , , OCCUPANT LOAD: 382 MALES 382 FEMALES ,_- ,„,-, !, .. . ACOUSTICAL TILE GYPSUM BOARD , HSS HOLLOW STRUCTURAL SECTION WB WOOD BASE ., ''' HT HEIGHT WC WATER CLOSET, WALL COVERING ' 4, >.. 41141 , T,-', ' '' ' ''," ALUMINUM ',--/ ,;:',, PLYWOOD &AIR CONDITIONING WH WATER HEATER co PM: ROBERT FAGLIANO , cy) -,, M11111111111111.111111 .‹,0 _,,, e , :, :,..., .., BATT INSULATION 1111111111 RIGID INSULATION , ••••••••1 ' IBC INTERNATIONAL BUILDING CODE WF WIDE FLANGE/WOOD FLOORING : (,) ‘‘`' 8..,1,'"-2- H::,: //, CMU OR BRICK !:,4*A-1 SOUND INSULATION , , , , - EXISTING-MEN: 4 - 4 4 COVER SHEET - gz.- ',,,,:- , . . CONCRETE _„•---- WOOD BLOCKING ' INSUL INSULATION WT WEIGHT , , :ii: , 0- ,,,L, '-• INT INTERIOR VVVVF WELDED WIRE FABRIC Lu t 8 4 ' ' 0 • i &15 7:: ' ''''' FINISHED WOOD i , , 1 ///,/2/ STEEL ,, LAV LAVATORY ' ,, ,, ' • ' LB POUND , ,O, G , Hi . ,.? „ ,, ,.., , LF LINEAR FEET , SW BAYLOR ST t i ., ,{ • Yr :F Me It STORE #00375 v . TIGARD \ 1 t, • to . ,_. ._: n .. -:. ,. ,- ,. r ,,... ..., ..: t t 1., , 1 r r. ..: , ,.. _ .:.r. :: J "} 'f i' IzA .. ,,. ,. , .x,;r„ e, :, a , , , .. ,: ,v ^4 4 h5 r:2 ,:fi t 1 I t „. . ... .., ..,.,.. , ......r ,. . ,.. .. .. ..,.. s.. :r... -. c.., ._. , ,... ._ , .-.:... r ,. ! 1. 1r 0 ;.11 i ^t ,.. , . _ ,. ,- ,,., _v. : ... .., : b . { i- �<^ { h.Y! / h f f x {. i t � t ...,. , r ...,. r.., ,,. ,. <. :... ,. .,... ,:.. , 5..., ,:a r r <.:,,. , .. ,,,y ._, I P A 'r]' ::; :: - t si ! lip' 1 i �"r 7 �1 .. .. ,x -:_. -:. ,., i � , �:... .. A , ;:,� r .�-.. .., _: ,. .- , r. .. . .. .,. .. J.:, .(, .... F 1 J. tr,l!: I S 1 .... s � , ., r t . r.v ,..: ._ x.,... .. r Y (. F ,1 � f y r .. Y S. I ,., .. ,...,... ::,:a . :" , , _..,. v ,., .. x t. .,,: .. P.._.,..... _ ,. „ t I ! :1 � f 1 .. .. (-.. .._ , .,,. r. _. ,:r.. :, .. :.1 1 .. :. , ,. - v ., I_.. ..., a•... .,,. ,.. , ,:_, ! .. i-. '1,` ::M 4 � 1 4 .,, ... ,. : ,v v�... ., ... .... ..r.. ,. , , _ ,._ :. :,,.,I .. .. ...,.. v,� r ,. ,.e_.. M , ,:: ;..- G its � 1 l.i .�:{ f '' 9:.. ,..: i. r .. ..... e 1, - ,....., .., ,.,. .._ .....:. ... .:. ..r.:. t .. , .. '+I { 565 SV1/ PA IF# . .. .....,.. ..., .... , ;:, ., :.. ..... it ., .,.: `. C CHYY 1,. 1...t, ::,r ,.. .. , :, ,, ,. r.. ,... .. .:. I . ,.I r ., _.. 7 f: 1 s t.. 1 t . 1 r.... ,.., .. .. _.. ,r. n.. .. �... .:.:. ..:, x ,.,': ,. ,-,.. ... :. i f, r l .f .r ti. ,..r.: .._ t _ -,.:, .:.,.. . r, .R V .. ..: t I- .. f .,.:, :..,. ,: .. .. , ...V. ._ .. ... ..- .,:..Y ,. ::.,,; l f 4. 1.r ] , ., I ,v: , ,. 1 r L , ,...I. u r ..it, ., ,. ,. ,.. _? 1C ... ,I .. ,:... .., ..,. ,. ,. .,:. ,. ,..., .. .. .a.. . .. ... 1. tt. ,. ,., :.... ., �.:. E.. C ). . 1 t .:.... ter .,. 1. .. ,.,....... ,., .... .:. + 1 .-..Y. TIGARD, OR 97223 DRAWING INDEX `' - ., GENERAL PLUMBING E5.2.5 ELECTRICAL STANDARD DETAILS FRED MEYER STORES G0.1 COVER SHEET PD1.1 DEMO PLUMBING OVERALL PLAN x t= E5.2.6 ELECTRICAL STANDARD DETAILS INC.G0.1-1 SHEET INDEX PD1.1 a DEMO PLUMBING OVERALL PLAN -AREAA E5.2.7 ELECTRICAL STANDARD DETAILS G02 EGRESS SUMMARY PD1.1 b DEMO PLUMBING OVERALL PLAN-AREA B cr E5.2.8 ELECTRICAL STANDARD DETAILS G0.3 ACCESSIBILITY GUIDELINES PD1.1c DEMO PLUMBING OVERALL PLAN -AREA C 3800 SE 22ND AVENUE ;4t PD1.1d DEMO PLUMBING OVERALL PLAN -AREA D E6.1 ONE LINE DIAGRAM PORTLAND, OREGON, 97202 CIVIL PD1.1 e DEMO PLUMBING OVERALL PLAN-AREA E E6.1.1 ONE LINE DIAGRAM 503.232.8844 P ' 503.797.3509 FAX CO.1 CIVIL COVER SHEET PD1.1f DEMO PLUMBING OVERALL PLAN -AREA F E6.1.2 BUILDING LOAD SUMMARY CD.1 DEMOLITION AND EROSION CONTROL P1.1 NEW PLUMBING OVERALL PLAN E6.2 PANEL SCHEDULES PLAN P1.1 a NEW PLUMBING PLAN -AREA A C1.1a SITE LAYOUT PLAN E6.2.1 PANEL SCHEDULES P1.l b NEW PLUMBING PLAN -AREA B ` - - - - _ C1.1 b SITE LAYOUT PLAN E6.2.2 PANEL SCHEDULES P1.1 c NEW PLUMBING PLAN -AREA C C1.2a G IN DRAINAGE N UTILITY PLAN , GRADING A AND E6.2.3 PANEL SCHEDULES P1.1d NEW PLUMBING PLAN -AREA D � d t ', r A q a. I f �: C1.2b GRADING DRAINAGE AND UTILITY PLAN 1► P1.1e NEW PLUMBING PLAN -AREA E E6.2.4 PANEL SCHEDULES ' C5.1 CONSTRUCTION DETAILS l . e�t 41 ',,,r, " s,., ._\},1 !.: , �r ,try' � � �� S ,.,y-r 7r i� t,t y '�' P1.1f . NEW PLUMBING PLAN -AREA F E6.3 LIGHTING FIXTURE SCHEDULE C5.2 CONSTRUCTION DETAILS P1.3 PLUMBING ROOFTOP E6.3.1 LIGHTING FIXTURE SCHEDULE P1.4 DIMENSION CASE DRAIN PLAN 601 SW SECOND AVE I SUiTE 1200 STRUCTURAL P4.1 ENLARGED PLUMBING PLANS (SHEET 1 OF 2) PORTLAND oR 1 97204 50.1 GENERAL STRUCTURAL NOTES OF 2) S(SHEET 2® P4.2 ENLARGED PLUMBING PLAN t 503.223.8030 I f 503.223.8381 Ib,5 S1.1 FOUNDATION REFERENCE PLAN P5•1 PLUMBING DETAILS SHEET 10F 2 REFRIGERATION S1.1-1 PARTIAL FOUNDATION PLAN P5.2 PLUMBING DETAILS (SHEET 2 OF 2) R1 REFRIGERATED EQUIPMENT LAYOUT S1.1-2 PARTIAL FOUNDATION PLAN R2.1 REFRIGERATION SCHEDULE S1.2 ROOF REFERENCE PLAN P6.1 PLUMBING LEGEND &SCHEDULES MulvannyG2.com ,' S1.2-1 PARTIAL ROOF PLAN OWNER'S VENDOR DRAWINGS (EQUIPMENT ROUND UP) S1.2-2 PARTIAL ROOF PLAN HEATING VENTILATION AND AIRCONDITIONING S1 COVERED PLANT STRUCTURE S1.2-3 PARTIAL ROOF PLAN MD1.1a DEMO HVAC PLAN -AREA S2 COVERED PLANT STRUCTURE NORTHWEST S1.4 MEZZANINE FRAMING PLAN MD1.1 b DEMO HVAC PLAN -AREA B S3 O S COVERED PLANT STRUCTURE n: DECOR S1.5 FOOD ENTRY ELEVATIONS MD1.1 c DEMO HVAC PLAN `AREA C S4 COVERED PLANT STRUCTURE S1.5-1 HOME ENTRY ELEVATIONS ST1 ALE STOCK STAIR { MD1.1 d DEMO HVAC PLAN -AREA (REMODEL) S3.1 FOUNDATION DETAILS - GI OAS GATE 53.1-1 FOUNDATION DETAILS NBD1.1e DEMO HVAC PLAN -AREA E G2 OAS GATE S3.2 FRAMING DETAILS MD1.1f DEMO HVAC PLAN -AREA F C1 CANOPY 53.2-1 FRAMING DETAILS M1.1a NEW HVAC PLAN -AREA A !jt ,,':' 53.2-2 FRAMING DETAILS M1.1 b NEW HVAC PLAN -AREA B COFFEE VENDOR '' S3.2-3 FRAMING DETAILS 1-112 FF AND E PLAN MI.1 c NEW HVAC PLAN -AREA C ` S5.1 FIXTURE ATTACHMENT DETAILS 1-211 INTERIOR ELEVATIONS M1.1d NEW HVAC PLAN -AREA D S5.1.1 REFRIGERATION ANCHORAGE PLAN 1-501 DESIGN DETAILS DETAILS Ml.le NEW HVAC PLAN -AREA E 1-601 SCHEDULES M1.1f NEW HVAC PLAN -AREA F SiGNAGE AND DECOR ARCHITECTURAL 5G0.0 TI L HET , M5.1 HVAC DETAILS (SHEET 1 OF 2) TES E AD1 DEMOLITION FLOOR PLAN SG1.0 OVERALL PLAN AD2 DEMOLITION REFLECTED CEILING PLAN M5.2 HVAC DETAILS (SHEET 2 OF 2) SG1 1 ENLARGED PLAN sx. AD3 DEMOLITION ROOF PLAN M6.1 HVAC SCHEDULES (SHEET 1 OF 2) SG1.2 ENLARGED PLAN SHEET 2 OF 2) SG1.3 ENLARGED PLAN ( A1.1 FLOOR PLAN M6.2 HVAC SCHEDULES rytr':6 ,k Al 1.2 CONCRETE PLACEMENT PLAN SG1.4 ENLARGED PLAN rat,, A1.4 REFLECTED CEILING PLAN SG2.0 DECOR ELEVATIONS a A1.4-1 CEILING/ FASCIA DETAILS ELECTRICAL E0.0 ELECTRICAL SYMBOLS/SHEET INDEX SG2.1 DECOR ELEVATIONS A1.5 ROOF PLAN SG2.2 DECOR ELEVATIONS , ED1 DEMOLITION - LIGHTING PLAN Al.5-1 ROOF DETAILS __ SG2.3 DECOR ELEVATIONS , tut DEMOLITION iON - POWER PLAN A2.1 EXTERIOR ELEVATIONS SG2.4 DECOR ELEVATIONS A2.2 EXTERIOR DETAILS E1.1a LIGHTING PLAN -AREA A SG2.5 DECOR ELEVATIONS s Y d A2.3 INTERIOR ELEVATIONS El.l b LIGHTING PLAN -AREA B SG2.6 DECOR ELEVATIONS ay. - A2.3-1 INTERIOR ELEVATIONS SG2.7 DECOR ELEVATIONS E1.1c LIGHTING PLAN -AREA C 1a A2.3-2 INTERIOR ELEVATIONS A2.3-3 INTERIOR ELEVATIONS E1.1d LIGHTING PLAN -AREA D ;_ • A2.3-4 INTERIOR ELEVATIONS El.le LIGHTING PLAN -AREA E I A3.1 WALL SECTIONS El.lf LIGHTING PLAN -AREA F A3.1-1 WALL SECTIONS E1.2a SPECIALTY LIGHTING PLAN -AREA A A3.1-2 WALL SECTIONS E1.2b SPECIALTY LIGHTING PLAN -AREA B A3.2 WALL TYPES AND DETAILS A3.2-1 WALL DETAILS E1.2c SPECIALTY LIGHTING PLAN -AREA C PERMIT A4.1 ENLARGED PLANS FOOD ENTRY PLAN El.2d SPECIALTY LIGHTING PLAN -AREA D SET r x AND ELEVATIONS E1.2e SPECIALTY LIGHTING PLAN -AREA E 11 .30. 11 ENLARGED PLANS HOME ENTRY PLAN • A4.1-1 E1.2f SPECIALTY LIGHTING PLAN -AREA F AND ELEVATIONS ENLARGED PLAYLAND CHASE & PRX El.3a POWER PLAN -AREA A A4:1-2 PLANS E1.3b POWER PLAN -AREA ENLARGED PEM FURNITURE & A4.1-3 E1.3c POWER PLAN -AREA C STARBUCKS PLANS ENLARGED BAKERY/ DELI/CHEESE KIOSK El.3d POWER PLAN -AREA D F aR A4.1-4 PLAN E1.3e POWER PLAN -AREA E a _ �r A4.1-5 ENLA.RGED MEAT/SEAFOOD PLANS E1.3f POWER PLAN -AREA F A4.1-6 ENLARGED ALE STOCKROOM & a. 4111111111, .: MEZZANINE PLAN E1.4 ROOF POWER PLAN R.FLEEI�NE;,�,ARC„,"�TECT A4.1-7 ENLARGED OAS PLANS El.4.1 REFRIGERATION POWER PLAN A4.2 JEWELRY , Nn j ENLARGED PLANS AND RCP, JEWELR E1.4.2 EXISTING REFRIGERATION DEFROST ' r A4.2-1 JEWELRY ELEVATIONS El.4.3 REVISED REFRIGERATION DEFROST ,, v Y,.\' T 4 k a,�, � cif �Er � E'�M Y Y ,4dY. sr di✓ . A4.2-2 JEWELRY DETAILS El ELECTRICAL AND PLUMBING ROUGH-IN -,, .' ,r , ,, A4.2-3 JEWELRY DETAILS PLANS-SERVICE DELI <,..A f•.\ + ,'n ' 4 A5.2 ARCHITECTURAL STANDARD DETAILS E1,5=1_ ELECTRICAL AND PLUMBING ROUGH-IN PLANS-CHEESE/OLIVE/SALSA/ BAKERY r ® � f , I�� s A5.2-1 ARCHITECTURAL STANDARD DETAILS . , r ,r. , r, �,r ,,�,,� El.5.2 ELECTRICAL AND PLUMBING ROUGH-IN A I i,, , ? A6.1 DOOR SCHEDULES AND TYPES .} ♦- i - - - PLANS- MEAT PREP/SEAFOOD .,r' .,,, ''�`I. A6.1-1 DOOR DETAILS El.5.3 ELECTRICAL AND PLUMBING ROUGH-IN ' �• :., ,;a { A6.1-2 DOOR DETAILS PLANS - PRODUCE ©MulvannyG2 Architecture: El.5.4 ELECTRICAL AND PLUMBING ROUGH-IN All rights reserved.No part of this document may be reproduced in any form or by any means without pe rmission in writing h ng fr m MulvannyG2 Architecture.PLANS -SCHEDULES , r , u . - . t,.: ,,,. j f i1.1 FIXTURE PLAN E4.1 ELECTRICAL ENLARGED LIGHTING PLANS A DATE DESCRIPTION i1.1-1 FIXTURE PLAN "A" -JEWELRY ' r E4.1.1 ELECTRICAL ENLARGED POWER PLANS - i1.1-2 FIXTURE PLAN "BiI JEWELRY n 4 11 }. 11.1-3 FIXTURE PLAN "C" E4.2 ELECTRICAL ENLARGED VIEWS 11.1-4 FIXTURE PLAN "D" E4.2.1 ELECTRICAL ENLARGED VIEWS i1.1-5 FIXTURE PLAN "E" E4.2.2 ELECTRICAL ENLARGED VIEWS 11.1-6 FIXTURE PLAN "F" E4.2.3 ELECTRICAL ENLARGED VIEWS 0y' 11.2 FIXTURE SCHEDULE E5.2 ELECTRICAL STANDARD DETAILS 11.4 FLOOR FINISH PLAN E5.2.1 ELECTRICAL STANDARD DETAILS ' ' 15.1 INTERIOR DETAILS E5.2.2 ELECTRICAL STANDARD DETAILS l Q" 15.1-1 INTERIOR DETAILS E5.2.3 ELECTRICAL STANDARD DETAILS °o ' 16.1 ROOM FINISH SCHEDULE E5.2.4 ELECTRICAL STANDARD DETAILS 0 N 7 t 11-0029-01 0 ° PM: ROBERT FAGLIANO i o 7 i co DRAWN:ASG r` I fz' SHEET INDEX . c. Z L t 1 Z �+ Gt .r`I O CU II 0 E yt, N I} tOJ��t4,Ir..: u: _ - i • I I . - _ - L' .? f j m� , f , a a {•, ;1 ,. ,3'. .� ,Iyl„ Ohl, I t n 11-0" / 71.0" MIN. / 'A.7 1/2" MAX V-6" 7'-8"WI INWARD SWING 5'-0" MIN. MIN. 51.011 MIN. �' ! , � w / / ,�; IN. 1 11 CLEAR 0 U) i CLEAR :. • C '� FLUSH ACTIVATOR ID ° � 2 X11.6!! 36" LONG MIN. I ♦ "' _( ) o , ON WIDE SIDE o _ �, o u.... ,,:� -� ,.• GRAB BAR r o s =1.... r- oo _-' w yer //////Y//°////1/////Y////Y//1////YYII//Y440 , - ■, X a d- N v) z 0 9 9 19% -F-:i Fin• �' ate\ .". - •fN- - a OPTIONAL POST OPTIONAL POST _ 1- w1 112" 1 1/2" STORE � ��5 / N 1 i / 1 / Lo ice- w W BASE '4 X - L, `�' / IP •"' -I BASE , N j ♦ ♦ RETURN AT WALL- PLAN TIGARD / / z ♦ / /..-::::1:-::. 1::.:::':: :':':� /` ♦ _ ♦ / v -- — NOTE: IF Y !S LESS THAN U tetWORMINVERIMISSMA 1:: : ::::;::;:: :;:::*::: ::-:::::::;-:;: ..-- r r=:, '� % N 30", THEN X SHALL BE • / / _ / '` / z ° ELEVATION ELEVATION ELEVATION / - ( _ ' � _ / _ N / AT TOP / C d- - / �� r / Q / GREATER THAN 27 1 / 42" LONG (MIN.) �. /' • G'� /i _ �, #{ / �,- / II i / o -� / 11565 SW PACIFIC iWY U c,. TI AR®GRAB BAR 1 G O R 97223 , 10 r _.._:._:.._:..::_.:... / ACTIVATOR I I 1/ . FLUSH ACT ' `� � �, -• ' - ON WIDE S I D E ` 4' �/ Y///' (: �i��..�►ir��.�.�.�.��r►s.�i�.� i I' I 00 /:, -------ii:::::: :: :0:•,,,eiH-: ::::::‘ •/ u�,'':: : G�: ( / /: 30"X 48" MINIMUM F- L--..- _�. CLEAR ��• / FOR INWARD / ;.. -- z ,Y _ / / dr U. . ..:: ?: : ca;, z cr / / / 30"X 48" ' : "!" ,;;..: - Q f CLEAR AREA '� �, �__ t / PAC :. `C / / SWING CONDIT{ON k 30 X 48 MINIMUM FRE EYE STORES i � t �` .- _, / MINIMUM �' ► w CLEAR AREA `` 30" /' N U / SELF-CLOSING �: : NOTE: IF Z IS GREATER - ,- _ �- co CLEAR AREA ' :.1 > :: INC. .A. .►• 1 , DOOR o L : , : THAN 12", THEN Y SHALL d- N iiiiiYiiiiiY.iti►iiiiiiiiiiY,�iiiiiriiiiiiiYiiiiYiiiiY A ♦ A N SH LL (Y.) PLAN PLAN BE GREATER THAN 30" PLAN AT INTERMEDIATE �'�� LANDING 3800 SE 22ND AVENUE (A) SINGLE OCCUPANCY TOILET -- (B) MULTIPLE TOILET STALL (A) SIDE REACH ARRANGEMENT (B) FORWARD REACH ARRANGEMENT (C) FULL HEIGHT ENCLOSURE ♦ ♦ AT B TT M PORTLAND, OREGON, 97202 CC TOILET CES HEIGHT & CLEARANCES x�t STAIR503.232.$844 �� 503.797.3509 FAX 2 SCALE: 1/4" = 1'-0" 10 90 00 - 01' SCALE: 1/4" = 1'-0" 10 90 00 - 02 SCALE: 1/4" = 1'-0" 10 90 00 - 03 SCALE: NOT TO SCALE 10 90 00 - 04,.3 I ry �v, �1 . , '�'..,.,a f�: ,.Me ��.^ki'}.�'us...�?,M,.,..aa.,,..•r,.�.,_ •,. ....a�..z.<an,•' '�x 'Z, <. .;N;zyz .3,n I.s. ti a. ....�, •,._s,.. � .. .� y�M�� n w $n � , ^�F2.iba�� x .a r 4vs. ��"�'t"v'��raF3„�,��.b�.nwr�S��.+ f 1 1 .:' k• .,;. i ._._ s�, NOTE F ' RA P DETAILC :;• ` t MAXIMUM HORIZONTAL DISTANCES OF EACH RAMP AND RUN 4, LANDIN t t X i} a" fi LANDING r LANDING k LANDING Y A r I j 0• i_ �0 - _ VARY,!1 rl � � � �� SEE PLAN. ,�:" � � ,, " �� >,�• � f '+ 4 +r f,, ,f a 5 MAX. (3112 AT PARALLEL �, Its u� k N ,• �� , I ONLY APPROACH 1: ..- --, I . E! B CROSS AND LANDING SLOPES SHALL RIOT BE STEEPER THAN 1:50 � f_ � ��:: . i ,�s i1� 1 �I i1i i1� I��I � = I��t: RAMP RUNS WITH A GREATER RISE THAN 6 SHALL HAVE ,� ' ¢ , f, , ,�� , i r� , �f�� I�� INNER HANDRAIL ' �, INNER HANDRAIL I I C ,,, , ' tai I�� E3� F E3f� I I HANDRAILS t / N, � I-/ ►.�f. ,n om ►.a I�z � I�” I/ THE CLEAR WIDTH OF A RAMP RUN ALONG AN EXIT PATH SHALL �,,, di ��e I 1 112 CLEAR, TYP . o ° �A�I o d D BE A MIN. OF 44" (MEASURED BETWEEN HANDRAILS WHERE THEY 1,011110•111 I ( 601 SW SECOND AVE I SUITE 1200 I ��' ` OCCUR. MIN. WIDTH ALONG A NON-EXIT PATH SHALL BE 36 1 �' �, PORTLAND, OR 1 97204 - .% I a I.:1 hi I ' � 11'� ' � � ,. s E 30 MAX RISE BETWEEN LANDINGS i � i `„_,_, t 503.223.8030 I f 503.223.8381 ' ' LANDING a EXPOSED RAMPS AND THEIR APPROACHES SHALL BE '''�/ LANDING � . LANDING NDING ,--' `' F CONSTRUCTED TO PREVENT THE ACCUMULATION OF WATER C ��'. 12" MulvannyG2.com G HANDRAILS SHALL EXTEND AT LEAST 12 BEYOND THE TOP AND , • BOTTOM OF ANY RAMP SEGMENT `'�, . ALCOVE Fl NON-ALCOVE, WING 1 ANY PORTION OF A RAMP AND IT'S LANDINGS 6"OR MORE ABOVE k INSTALLATION ' S NORTH-WEST C.. WALL INSTALLATION �S d, k �5 OM H THE ADJACENT WALKING SURFACE SHALL HAVE EDGE -:1 � ... ,. ., .......�AARR�..: �.�¢ ,T "i:��"J.i+J'h `�°. .' � �.:. al•, R. �':*Td � '�ni ��:p�t ��a�FS' W°� „;�. ��r'�r c.:.r .....P .,. v wau .L 1t-j C`.v., ,y.. •:,.:... .. <. P :y§� v.,. f<' ,...,:. , 3 u ZC.C^L'. ) c::e.,. W .� h,.,�{'' �`�`s .:-., �.u,.� wV. ��`��'�x`' w..� ,�*z� F`C@wM..r„Sa oa «a^.`i,. t '',..,��}g .sir: is - -,3'.,.nvw.,u`%wM .w,°,x.,,x u, .• Y ` 8.a��ka$3•' zhzv,�L.: `L� �wm¢r,a'a wS.'6 .'e4r'w.wn`v£'s:.uau>"., ,..w.&:,�ca,.�G.s `''`�.s��-.¢. �...•�'3S.a�`,e ...¢,154L• $+,� `p''ft'„<.�+:X&w .:�� ?„. w:..a »at'.�.��`'4?.'�<',c'2�T.,,��•�.' "�,� =1 .'�awat; ... ?,e � INA �,. ��,,�- PROTECTION _1 ;4 ,4, v� NOTE: INNER HANDRAIL AT LANDINGS OF NOTE: WIDTH OF LANDINGS SHALL NOT BE LESS GUARDS SHALL BE PROVIDED WHERE LOCATED MORE THAN 30 ' S.S. CAP TYP. .. �' STAIRS THAT DOUBLE BACK OR IMMEDIATELY THAN WIDTH OF STAIRS. •' ' ' `'� TURN SHALL BE CONTINUOUS AND SHALL NOT RAIL HEIGHT: 34-38 INCHES MEASURED FROM INCHES ABOVE THE FLOOR/GRADE BELOW. GUARDS SHALL NOT :w '� ��' J BE LESS THAN 42 INCHES HIGH ABOVE THE ADJACENT WALKING. EXTEND INTO LANDING OR PATH OF TRAVEL. NOSING, PARALLEL TO LINE CREATED BY SURFACE AND SHALL HAVE BALUSTERS AT NOT MORE-THAN 4 X: EXTENSION OF HANDRAIL SHALL BE EQUAL NOSINGS AND LANDING WALKING SURFACES INCHES CLEAR 8 I A, 1 STA A TO THE TREAD WIDTH PLUS 12 INCHES. S SCALE: 1/2 = 1 -0 10 90 00 - 05 SCALE: 1/4 = 1 0 10 90 00 22 60 • 6, (A) RAMP WITH 180 DEGREE TURNING LANDING c�-� `� 32" MIN. �j y;f NOTE: NOTE: } ,�1°°°.. r,,,�,�,�,r,� 1-1/2"CLEAR BETWEEN WHERE ONLY ONE URINAL IS RUIN 32" MIN. GRAB BAR AND WALL. PROVIDED MOUNT AT SOAP DISPENSER OliiiP ACCESSIBLE HEIGHT BOTTOM OF iY.riiiii DRINKING 1;12 NO • -GRAB BAR GRAB BAR (VERTICAL BAR WHERE > REFLECTIVE .. ...-.....„,.....„....1.:.....:;. ..:::!..!...:' I, : ANSI ADOPTED, SEE COVER SHEET ACCESSIBLE SURFACE FOUNTAIN n ♦ [URINAL 171! FEC (A) HINGED DOOR (B) SLIDING DOOR FE 3, 3H '�I _ MIRROR MIN (� 1 / _ - 6• 36" MIN. 12" 3'-6' ;.. 1,_5"- V- '1 -0 / - A;14_ M u � ♦ � ♦ ° ♦• ' ,.e. C C „ '�_i_� o o ,, I�u 4�-,I y II : :_ i. C �I._ cMi_- I I �' '� r o oMi- i i.2.2. 2. Sl - 32" MIN. _ MAX. M-�� p z ,„, o INSULATE _ _ o 4=. o i( = O z_ '` ` ,,, ter' ,4 x 'd' II e C"”) = J _ v - �.^' Z d' Z d' dr d" 1 d' Z "I �, II N �I - `� o d,. �- _ _ �'� UNDER - M M °_- _ - %Y///YYA 1 k.V/I: W.C. r' M s`�- co I.-- 'il - ;` �, �' a, SINK PIPES - . " ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ \ ♦ ♦ ♦ ♦ ♦ �� ::::::; 11 n (C) FOLDING DOOR (D) MAXIMUM DOORWAY DEPTH 1'-6" TOILET TOILET SEAT COVER URINAL URINAL /8"/1-9•6" LAVATORY PAPER NAPKIN/ NAPKIN/ 8 - 6 FIRE ' / x 7 -9-T/ PAPER DISPENSER N _, MAX TOE TOWEL SANITARY SANITARY N = MAX TOE EXTINGUISHER - DISPENSER - CLEAR CLEAR DISPENSER/ NAPKIN NAPKIN CLEAR CLEAR CABINET WASTE DISPENSER DISPOSAL RECEPTACLE E RAMP DIMENSIONS M+ry DEPTH CLEARANCES - .13, , : i " SCALE: 1/4" = 1'-0" 1 00 - 09 SCALE: 3/8" = 1'-0" 10 90 00 - 10 SCALE: 1/4" = 1'-0" 10 90 00 - 23 ` DOOR �iiiiiiiiiiiiiiiiiiiii*48" MIN. WIDTH PULL SIDE 18„ PUSH SIDE C ' ;, , 24° MIN. EXTERIOR AND 18" MIN. 1�MfN. X �INTERIOR BEYOND THE STRIKE 11:' .,r,� �- / /,�� ::60..:x•60:. .. •I / +I EDGE OF A GATE OR DOOR ON THE - / / / ' ;.5 LEVEL A D :, 1 .,...... _J_ ,/ , (SIDE TOWARD WHICH IT SWINGS ? "` ,.:,•F is z // , '�• M A z 1 I r✓orar,�+� may.. �,1:'i v�.n.+�:'�L �'s...4. y�.¢��n�;,. R,:y tpy ��,� M} :C^..y!,yy�{ y��,ap��....,�.♦v,ur. � ..xY,..,.. •3.•`m�•55n� vvrv�A�.Mnv,h'.m�e�?'3�vT: e.�..a.`u��x2i�k..¢�'�v> i..iS�R`:i�V�x Wni�n�J.�w ?�'r�v3'le'rv�'3�' �ik?l�'N`. n��vi^'ANY A OUNT ° : 1 / /"" '°,, :•. ',y _ ;Y/v// ' ��YYYi/YAl 'YYY/YA .%/Y/.►�.-4'�, � im, A DOORS IN SERIES B DOORS AT ADJACENT WALLSr �.`. X-12 DOOR S BOTH",3, - ,.. .,._„ a,. t two-•• f �k ,....:. ,W. ::::::o.... -:xY nr';'a�' o --� (B) FRONT APPROACH �.:, 4 0 _ .r DOOR DOOR BRIAN R..:.FLEa ,, ,AR ,?1. CT ,,; :.< h a A FRO NT APPROACH• . _ o A CLOS AND TCH. / .. m; (REMODE,L,,,,,,,,;o 1 ° SWINGING DOORS I SLIDING AND FOLDING WIDTH 48 MIN. WIDTH n 141 { CO z ' 60° IN. DOORS ' 7 (n _ °Y�/i��Y��/J�YIYL�L//,i/YYYYY°YY a !li ?° Pry - �' �.., - _ �. �� d" + i'n``t' ;.! Z T V J r.. . d;• ♦ �r��•�_ "rir - :. r a�e,�, � Y� l�t' °i i 1 _L• = w cvPULL SIDE PUSH SIDE_' X,s Q 1_� i.T :�L'•'.. ;,y � �:y.':' <�,.; ?:'x = "';.u4% { �i�_ - .3"A 'J h -1:: f�^'Aa ,G"3'i ,� �: M� X044'3.. �K .. ', P".° i'$ a�wu, 'aL`', .'xvv:.''>. .„,' ,., ,+an' ''�n ::,..,." 'a:Ac „ ,,„,,,, ,.,,,,„ ,,, mod.s.�+n `'w? .: �<.,•:.: oa.a H '�. •Y,a..w.rE6 ♦ • a.S..f�1 .. �4�4' "7...+: ..� X 54 MIN 54 MIN - _ `. �'fig F .:a'^:(-x::-s+-::;:e^:r-^s•z. •r• re ._,.„r•..r - . • - S 1` , ws r , r■{ � •; � -r — _, ��i,� � % Y� rF�r a %tp�f�Fr,�;1X},yi'�I;GiuyYxy; ti7;vap,dr 7:!„+,.�.�., 1:::::::: :: :::_ :_: :_:: :_: :::::: i:: : 1 • F:77,77.7.7.77.:: :::.:.:1 CANE RANGE Z /' d /Ar it: I - L �: 4. mot- : - i II d- r (C) BOTH DOORS OPEN OUT (D) DOORS AT OPPOSITE WALLS a •.' 1 32” MIN. u AUllnrights reserved.Noo ptart of this document may be I 7 , , 32 MIN. 19 reproduced in any form or by any means without■ n rr = 1_ n n = r_ n LEAR, TY' i� 11 = 1_ n , ' 16) SCALE: 1/4 = 1 0 10 90 00 - 12 SCALE: 1/4 = 1 0 10 90 00 - 13 L AR, TY SCALE: 1/4 = 1 0 10 90 00 - 14 permission in writing from MulvannyG2 Architecture. X=36" MIN. IF Y=60" Y=48" ■' • IF 'OOR HAS /\ DATE DESCRIPTION X=42" MIN. IF Y=54" BOTH A CLO ER AND LATCH. ` 32" MIN. 3 - r:Ar' ii►i451.iciiiiiiiiiriii r 24" (C) HINGE SIDE APPROACH - SWINGING DOORS (D) HINGE SIDE i` ,j' z �� ,�� / z \ CLEAR AT APPROACH - SLIDING - w /,PULL SIDE EXTERIOR DOORS AND FOLDING DOORS �.11. I 1 0 II / M zo \ 1b,� / 1 II / / 18" 36" MIN. PULL SIDE PUSH SIDE J i ,�„ ' ;/ , , • ' CLEAR AT Ir / % it I I' 'I i•.vii►eii►Y.ii► /: MIN. INTERIOR DOORS riiY.iiiiiiiiiieiie iiiiiii iYYiiiivii iiiieirryiriiArAre iiiiiY.iiiY.iiiieiiiiA 24 24" 11 / O � 4'24 24 I E _ ._� MIN. � � / -- i:• /• I ►1 11 !! a a. �Y IN. / M IN PULL SIDE M 6 MIN. 4 R MIN 3 8 0 36 33 \ H\ <V su+v E:m• /+ _ f y j, u:, s r . e ,t + a ro Y �N x x�i 'd k` a• O Z� -• Z Z - i' Z 36" U / 60" GREATER 4 3' G MIN. IN :: c 36 60 M �s f :I z z •i 90° 11 1 11 • • — ....• • .. . .. ._.. , ... .. '." /' )' )' (A) 90 TURN SCALE: 1/4"=1-0" (B) CHANGE IN LEVEL SCALE: :l i •: ( 9,�.�, �, _'....: ... :.,.:.:.: .. ... .: :. .: :..:: :..., ° «, .� - ... •= A MINIMUM CLEAR WIDTH B MINIMUM CLEAR WIDTH F, :53 '£ (A) (B) FULL SIZE t c� c� •:z E. dr i• . ::': ::• : :::;•:::: ; :' : :: �.: :.'.: :.'.:.:.:: .: ::.: ........•_.•_,,..•: , � .,:. ..... ..: :. .. . .. ... . . ,. . :., : � .. . . FOR SINGLE WHEELCHAIR FOR TWO WHEELCHAIRS .� �.... S 0 C S N PULL SIDE F• t {: a: Agar ° : '.•.:; . : . : ,..... __.. Y//J .iv Al %YY°%�t' ;�YYi►YYili %YY.uY�.. /''.40 .., t ;. _.' : : :• . : .: :� a 11 n — \ /' 411,+,Fp, j. ', 1 - a x. I, 12 MIN. 36 MIN. 2 MIN.' _ — " it 1 M � '""^— ♦ ` ` , ti f :� - --�,. E z z ::I .rr.----- -- Y=54" MIN. IF DOOR X=12 I DOOR AS BOTH 60" / - ;: , ; -- %' /; \ / 11-0029-01 o ,,; _ ,�.�� _ _ :: ,: I HAS A CLOSER A CLOS A / / / rt - %' ►. ' d- - ..��- J _M / ( ( /I, PM: ROBERT FAGLIANO III,• ��' . �' �' ' l / /I iJ d- : :: 1::.:::; :..:' : -- :: - :: : ::::•:::-: :• :: I DRAWN: PP ASC ,j, :1 : :: PUSH SIDE,,::: ,: :- -:: PUSH SIDE _ _ / ::.: . :/ / /• (E) LATCH SIDE APPROACH SWINGING DOORS F LATCH SIDE APPROACH c iiiiiiYYiii°iiiiiiiirYirYiiaiYirif 'iiiiiiiiiiiiiiii iiiiisiiirciiii rYiicii I I , 2" „ SLIDING AND FOLDING DOORS b ‘\,,LN f :, '� 4 _20r_ '° 4 48 MIN. IF DOOR HAS 48 MIN. IF ° f. 1 _ 1! Ir - �. 11 11 �� r 142 MIN. I 42" MIN. „ ,, `'', ' m IN. 22" MIN. BOTH A LATCH AND A DOOR HAS 24" NOTE: ALL DOORS IN - F/ ° X g E PUSH SIDE ( ESS THA , , N ti ; CLOSER A CLOSER MIN. ALCOVES SHALL COMPLY `,� �,�Y° .° j — / /, ° 12" IF LATCH AND WITH THE CLEARANCES FOR - 1 :• ACCESSIBILITY N Q : (A) FRONT APPROACH (B) HINGE APPROACH HINGE PROVIDED (C) LATCH APPROACH FRONT APPROACHES r°°°°°°°°1°°°�°°°°°.4 (C)TURNS AROUND AN OBSTRUCTION r' (D) CHANGE IN LEVEL SCALE: M (C) 60" DIAMETER SPACE (D)T-SHAPED SPACE FOR 180° TURNS N FULL SIZE GUIDELINES , , , ,z;.-..... ACCESS CLEk' i' NCE - . 4,..") WHEEL CHAIR TURNING SPACE, , 0 to t s`i„ 23 I n — n 2 ,F GO 3 W� �rry�4 SCALE: 1/4" = 1'-0" 10 90 00 - 16 SCALE: 1/4" - 1 -0 10 90 00 - 17 SCALE: 1/4" = 1'-Q" 10 90 00 - 18 ` ` SCALE: 1/4" = 1'-0" 10 90 00 - 19 o� Q. 0.1 . " . . , T .Ys . .,:mi I,r><t�a.i } a li ..s, : 1 I • . . - | - .,, . .. _ .__: ;, COVER _ Fred Meyer ,, .., - � -_a � _ ` I / _ ~-/ 1:1~- --/ ■ � „...4 STORE #00 37 5 TIGARD 11565 SW PACIFIC H8Y TIGARD, OR 97223 SITE ' � �-U 11565 ��.��. PACIFIC HIGHWAY • ' ��J�� U OREGON ` ' GENERAL NOTES K U��K��, �°��.��°�8`� ' ' ' -• ^ | � FRED MEYER �� 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH CURRENT ' ` - - / o �� V� K �� STORES INTERNATIONAL BUILDING CODE AND/OR PLUMBING CODES. ' -' - | \ � / U�U�� ' ' KU`��. 2. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE | � \ GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED ' \ . CONSTRUCTION OPERATIONS. / cl • ' !u�um� 38[)(} �� [] A\/[��[]�� | \ / �� 8 PORTLAND, OREGON, 97202 J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, �~ �~ ��N� ~�~�� ~ �� u /' «i "« \^~~��' �~ �~ �� -- -- -- �- -- -- -~ ~~�-��~ -~ �~ �~ ' �� ` ` ^ AND DEPTH OF ALL EXISTING UTlUMES PRIOR TO CONSTRUCTION WHETHER SHOWN ON l~~~~�� ~/ ^^ _�� ''. ' '� � '� '�|``. , �' �``-� � 503.232.8844 THESE PLANS OR NOT LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS -- -- -- - -��- ' ` � �� (}��.7��7'3509 FAX ARE BASED UPON THE AVAILABLE RECORDS AND ARE SUBJECT TO A DEGREE OF ~~-~~ � �� - '`� ` `� '` _�,' � � �� /�, '' �� UNKNOWN VARIATION. IF CONFUC7S SHOULD OCCUR, THE CONTRACTOR SHALL '' ,t' . . `� �`� ` �^-�� -- '�� / CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS » i u ,` , � �'�"=°="� '` '�� ' -=� �r ` - ` � - ' -� -- PRIOR TO PROCEEDING ��H CONSTRUCTION. - &�; �� ^� � ^' � �� . �,' 1' `�� ==--- � / - / � ^ ��I�� ~ ` �'� � - -~ ``o ~ ` - - �� ! �'` �� . ' . ` . .' ` � �� /' [ ; ��--?��. ' r ' 14 �� 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE o/- / �� ^ .~ ` ^ ` UTILITIES INVOLVED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE - ' ---=�� , � . / / RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION 'Cr it)1 t_ I i In ! Il Hi ! ra' 4 t / AREA OF ��~�U��~�' ir AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. ��" U�NU U MAP ��D 5. TWO OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. � / 1 i 6. INSPECTION OF BUILDING AND SITE WORK WILL BE ACCOMPLISHED BY THE C�Y u� y- it- | CITY. .�^. -«4, IT SHALL BE THE RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 '�G ENGYw~ HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 1 _ �� o �� ' 18215 72wo AVENUE SOUTH 7 PRIOR TO ANY CONSTRUCTION/DEVELOPMENT ACTIVITY, THE INSPECTION PERSONNEL KENT ' ' � A2n) 251-5222 MUST BE CONTACTED FOR ANY REQUIRED PRE-CONSTRUCTION MEETING(S). - ' 8. SOIL STERILIZATION (WEED KILLER) SHALL BE APPLIED IN AREAS TO BE PAVED. KEEP 2-FOOT MINIMUM CLEAR OF EXISTING AND PROPOSED LANDSCAPE AREAS. APPLY AT " SHEET INDEX gm�xm�sswcowI u` ��U�V�~�~ 0 UU�&�"�~�� . _ MANUFACTURER'S RECOMMENDED RATE TO ASSURE 3-INCH MINIMUM PENETRATION. � / ' | COVER SHEET CO.1 g' PONDING OR "BIRDBATHS" EXCEEDING ONE-QUARTER INCH IN DEPTH SHALL NOT BE DEMOLITION AND EROSION CONTROL PLAN CD 1 ACCEPTABLE AND SHALL BE CORRECTED BY THE CONTRACTOR. SITE LAYOUT PLAN C1.10 NORTHWEST K��K �� U �~� �� °� U SITE LAYOUT PLAN C1.1b " � ~�~ " � " ° " ° � °~�~�� " " " ' 10. ALL "ENGINEERED RLLS SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DENSITY GRADING, DR�NAGE, AND UTILITY PLAN C1.2o -D-15 THE EMBANKMENTS SHALL BE CONSTRUCTED IN SUCCESSIVE GRAD|NG, DR�NAGE, AND UTILITY PLAN C1'2b DECOR HORIZONTAL LAYERS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS. " CONSTRUCTION DETAILS C5.1 u�� »�� ~~� `�r » m �� CONSTRUCTION DETAILS �5.2 ' 11. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ASSURE THAT SILT- (REMODEL) LADEN Y&4TER DOES NOT ENTER THE PUBUC STORM DRAIN SYSTEM. ALL STORM FACILITIES SHALL BE FLUSHED AND CLEANED PRIOR TO FINAL ACCEPTANCE. SEDIMENT DISPOSAL SHALL BE COORDINATED WITH THE CITY P.W. DEPARTMENT. ~ PROJECT CONTACTS S ( 12. 8/CKRLLTRENCH OF PIPES IN LIFTS OF 8 INCHES AND COMPACT TO 95 PERCENT | ��K�~��~ ��U ��U�� | RELATIVE COMPACTION UNDER PAVED AREAS AND 00 PERCENT COMPACTION OFF ARCHITECT CIVIL �~V�»�qUU�0�~�~U�� / PAVED AREAS. ALL PIPE SHALL BE INSTALLED WITH BEDDING IN ACCORDANCE WITH THE SPECIFICATIONS. MULVANNYG2 ARCHITECTURE BARGHAUSEN CONSULTING ENGINEERS, INC. / 601 SW SECOND AVENUE, �O215 72ND AVENUE SOUTH •| SUITE 1200 KENT, WA 88O�2 13. ALL UTILITY LINE EXCAVATION BEDDING AND BACKFILL MATERIALS, AND COMPACTION � ' _ . PORTLAND, OR 97204 (425) 251 D222 SHALL BE PERFORMED IN ACCORDANCE WITH GOVERNING AGENCY REQUIREMENTS. '�� ( ' - - r ( I / (503) 419-4706 (425) 251-O782 FAX (�. CONTACT: ROB FAGLIANO ' ' / | cr` CON7ACT� DAN LAWO| |� , JAY S. �RUBB, P.E. -.,U) ......,,,,,.,,i-...".:•,.._.,,,„ ,It 1.„-----; 1 Ili . . . T , , , ,1-7.r..."-..:, -%I i Pb„...- UTILITY CONTACTS ., til DRIVE THRU„I/ - I.ctin--- 3.. . . ...... ,-, , A CITY OF TIGARD - ^ CONTACT MIKE WHITE iii:1?. .,. • :t;'1 L 1.'.''-e.',,7•i 4.,',.,,-1,. _--7___1 i 4 1, F;-:-._-.1.;-.,'::1=.-1;1.1 a:• II iI n lC, ,444--41;'i--'4-e.11,77-4 r1er"Y'1-4"0:I;.:'i':.-,1...1..717.g....::e::::,."ztx7.70_:::-,--■:-a-r:l.i.7s-:•'A'-.1-L.I:I-C't3...14.:':-,6-".-.t','4..'!-'.-4-,1i.;7tf-'.-.n6 d-1-7..-I 1.I 1-- 4 f ,i!I t t 1 r1,--,J 503-718-2464 SEWER CTY OFT|GARD CONTACT GARY NOBLE ^~' 503-718_2446 - | WATER ~ TUALT0N VALLEY WATER CONTACT: STUART DAVIS 503-642-1511 , '''''' i "1 1.,..,;' ,,,f*f-"V.)'.1:3":t 7-4z• -g5: :...„ ,r,.::,-.. ,, ,.._ ,,N,,-,11 '1 : SITE E DAUA^ � | /-)w`�-^ SITE ADDRESS: | 0 � . //c_ �� 11585 SW PACIFIC HY0' S. ' | | ! � | � | ----'|- -T7- -� ��'--"� < \/ � -- PORTLAND, OR Q722J i: 1_ � - � � � � � ! I - ' ' ' : ' 8 ~.~ \ ^` / PROPERTY ID NUMBER: W363752. W263722' AND W263724 U | AREA '-^ I " '~ ' / STATE | S136DBOO2O1. AC03400. 1S136AC03400. AND 131JOACOJ4O2 PERFECT Loon ~ NEW WORK ' SHORT LEGAL: A PORTION OF SEC. �� 7��' 1 S R�E 1 0( NiW ` -- ' W.M. � " | - � - - OF� X | = � � � � ' F-� , BASIS ~�"n PLAN posTmcT - N--� �-~-~/L ` � �� - �~� THIS SITE PLAN IS BASED ON FIELD RESEARCH AS-BUILT PLANS PROVIDED BY GROUP MACKENZIE ARCHITECTURE IN | N B ' ' . | + � MARCH, 2011, RECORD DRAWINGS FROM 2000 REMODEL PROJECT, AND SUPPLEMENTAL SURVEY INFORMATION PROVIDED ' ' -- TOWN ' i i n BY FRED MEYER STORES. INC. *` / � �~ ' GOOD ,"". - - ` | - EXACT PROPERTY DIMENSIONS AND EASEMENTS ARE SHOWN PER RECORD DRAWINGS AND HAVE NOT BEEN RESEARCHED | .' ^ / ` � PERM� � 0~�~ �� U~�~�^ ^�__' ' ' ` OR VERIFIED AS PART OF PROJECT. ZONING AND SITE DEVELOPMENT STANDARDS USED TO DEVELOP THIS PLAN ARE M�~U~� O�� U��0 � 1 ��»�~ U ! wr ,' \ BASED ON PRELIMINARY RESEARCH. THESE STANDARDS ARE SUBJECT TO CHANGE, AND NEED TO BE VERIFIED WITH ^ ~��~ ~^ ~ ^ ^ ^ �� ~�~ ^ TIGARD MUSIC 111, 4), -9��' °r ' ' THE JURISDICTION DURING THE PLAN REVIEW PROCESS. THE SITE DEVELOPMENT FEASIBILITY IS THEREFORE NOT °0 ,� �� +U ,� C ~ C ~� ' ^' _ --~ _ IMPLIED OR GUARANTEED. U U ,.��K �~ U � | - ' f' -��-- --- - - | /� / / - | Age T ' | // =~�=_=~ "~= ��=E,� S~°M°��""• ~�°�° i " ^' ^ - .. 1 1 SCHWAB �-rar/, ' �n��, �� LES �� .^ U �� ~'^^~~ AREA:--' ' --' ' ^ `--' Ilk " TIRES EXISTING INTERIOR FLOOR AREA: 138.808 SF 8� ).„,/ O 3O 90 120 PROPOSED 1ST FLOOR ADDITIONS 3217 SF _ � "� � - // �� .■| ' | -� PROPOSED MEZZANINE ADDITIONS 2J893 SF | I �^� / PROPOSED MEZZANINE DEMOLITION (-1,982) SF W | ( " �~ ��' �~ '/ ' � ' / � �~ �a�� / TOTAL GROSS BUILDING AREA: 142,934 SF `� » ' ' HALP� ��RUB8. P.E. � `v ' ' ' -rt | � / � EXISTING OUTDOOR SALES FLOOR AREA: 8'565 SF ' | \�EUKXAh | ~� �''�a�' ,/ ~' \ /~ �' u/ � . OUTDOOR SALES FLOOR AREA ADDITION: 1.205 SF PROp | - � ''.�--�.� \ � Y `1\ ` �� ,t` '^'' ~- ' ` TOTAL OUTDOOR SALES FLOOR AREA: 9,768 SF \ ' z- ,^ ` i `r - | � ( " ~ \ �� 4, 1u ' ' ' ��' `� ~ 1 \ o� 1 �w.~E ��, ' � �' \� \ ` � . ~ �- � � / \ ;,�� \ \ 7 � ' ''~' ' \ ' S.F. CATEGORY/MIN. PARKING RATIO MIN. Tr ' �~EG - ^' ' PARKING~ ~~~~~~ ^ �~~-~~ ~�~' - �' - ' ' PARKING ' ` • ' ' General Retail, Sales Oriented: �� 'o� /7 ! FRED MEYER STORE 142.Q34 ' ' 528.S ,p X rfr,„ 3`7/100O SF �FA � p . c�o~ i E /' �- OUTDOOR CENTER 9,768 Outdoor So|oa 1/�OOO SF 3o�� 9.8 " // �n SALES/GARDEN ' EXPIRES: � '�0' � '' - ' U9 ~- ^ ^ ' '/ v PERFECT LOOK 2,100 Personal Services 2.5/1000 5.3,/ . -, ©ao��u�nov�umn Engineers,Inc.: ! 2- 0 ~~Z� /' ' /� ,/ � �'� /mn��"�one .wo��mmu�umnmm�m, '� I v� �''/�/ /' �~ � � ,' reproduced in 'm=m / pOSTNE[ GOOD FOOT 6,013 General Retail, Sales 3.7/1000 22.2 permission any form hy any means without TIGARD MUSIC ' A DATE DESCRIPTION BIG TOWN HERO 1'197 Fast Food 15.3/1000 18.3 ' � -----�- • • LES SCHWAB TIRES 6,300 Auto Service 2.0/1000 12.6 ----� ______ TOTAL REQUIRED PARKING 597 * __-_---- | - ! PROJECT NARRATIVE VVE * 556 TOTAL STALLS ALLOWED PER PARKING REDUCTION APPROVED PER SDR 2000-00018 - • -------------- | ' THE PROJECT SITE IS LOCATED IN THE CITY OF TIGARD, OREGON AND IS BORDERED BY PACIFIC HVM' (99) TO THE SOUTH, -------- | S.W. SPRUCE STREET TO THE NO�TH. S.W. 71ST AVENUE TO THE EAST AND RESIDENTIAL TO THE WEST. PARKING SUPPLY • THE SCOPE OF THIS PROJECT IS AS FOLLOWS: | 1. STOCK ROOM EXPANSION AND RECONFIGURED TRUCK DOCKS AT THE NW CORNER OF BUILDING, EXISTING PARKING (STANDARD) 543 ------- 2. NEW WALK-UP PHARMACY WINDOW, EXISTING PARKING (COMPACT) 5 -------- | 2. NEW AND/OR REVISED ENTRANCES | ' -' ENTRANCES, EXISTING PARKING (ADA) 12 '_-_--_- 4. NEW GREASE INTERCEPTOR VAULT (PRIVATE SIDE SEWER CONNECTON ' ' ' ' `/ PROPOSED PARKING DELETE [ALL STANDARD) G 3. REPLACE EXISTING PLANT STRUCTURE IN GARDEN CENTER WITH NEWER, LARGER VERSION, ` ' - 4. REPLACE DAMAGED PAVEMENT TO MEET AND MATCH EXISTING CONDITION. PROPOSED PARKING ADD +0 5. STORM WATER-QUALITY VAULT TO MITIGATE FOR DISTURBED AREAS. 6. LANDSCAPE REMOVED/REPLACED = 0 SF PROPOSED TOTAL PARKING 554 BCE 15213 PM: DAN LAMOTTE IN SUMMARY, THE IMPROVEMENTS DETAILED IN THESE PLANS DOES NOT CHANGE EXISTING ON-SITE DRAINAGE PATTERNS OR DRAWN: DL BASIN AREAS. STORM WATER SYSTEM SHALL BE RETROFITTED WITH WATER-QUALITY MITIGATION MEASURES AS REQUIRED BY DATE 08.05.11 .O 5.11 `� CLEAN WATER SERVICES 2007 DESIGN MANUAL. SEE GRADING/UTILITY PLAN AND DRAINAGE REPORT FOR CALCULATIONS �� AND DESIGN DETAILS. | -m� CIVIL c � �� . v�vv~� �� ~U�^ ii S EET ii � coul `o / 2;2:7- o_ C. . . _�._ Fred . _____ _I__1 STORE #00375 w -- , TIGARD z 1"=20' W 11565 SW PACIFIC HWY > 0 20 40 80 TIGARD, OR 97223 ID —- - - - _ — — — — _ - - N - _ — N I I -- — S.W.: SPRUCESTREET „ l I FRED MEYER STORES H. DUTY INC. ASPHALT© - 7_ ., r� F °r, - _- _ _ - — — LEGEND 3800 SE 22ND AVENUE i' - F. r• ,4„.-,.-..-<- J ? r' 'r j - e x S"o°a` -: z :`�-- - r. r PORTLAND, OREGON, 97202 ,. / •r 1 `.- ,'J' ',•J 1, 'r` . 1 :�r•oQa1 ] `,?. . a r .., a = a ! f r, , `•-• , 'r , Y-N, •r a r c r j• '• 1 ra �-. _.1• •J, � ° �.P k ;„ ' a .1. . 3 s •` a • t• s • ..• s P 'J g. ;-• , 3• , ♦ a s y. 9 „ 1.-".• °g.. p.' • , _ ,4 4 '•• d Y a i;• ,.. I 1 :. ;f.5/ . R- J'F- .� _ �' L =� ' J. a a _ < 503.232.8844 ]I _:_ �' k - •• `.;,., j..\` _ `/ '. 1,:� . ':• _ ' s'�`'' ` _ EXISTING CURB 11 _/ .I 'a ••'1� r4�� e J � '' "' ' P•• �' r y/ ,„GYf.• '� 4 t ' e.. , \f ... a s a s a s a s a __ a __ a a a s r / ,- ��, a • �. z .�,�•\ �� a a s a 0 i1 .a 503.797.3509 FAX 27 i PROPOSED CURB fII SIDEWALK '� ,` 8' �~ s' fl PROPOSED FLUSH CURB df o o -' 0 0 0 a' i t ;J 11 1 . - � 1- PROPOSED ASPHALT PAVEMENT H A »l\\\ I _. GATE - •i ` ' 0 o 1 • :, °/. -may' 7 - , • . <ai 73 ', -� - - .AN, I �1 1 _ �/ 11: i5 i { (EXISTING CONCRETE PAVEMENT jI ( 11 M 3' SIDEWALK® 1 % \`�1 PROPOSED CONCRETE PAVEMENT o 1 n 3 353 k \\\ 11 I3 I )} 11 :, , ,; ,, d3 ; ; I SAWCUT LINE o - . - , . 49 ± I 1 , „, Ci , }: I , t •Z ��. 1 1f 7 t REFER TO ARCHITECT PLANS 3I ` '- 'u cJ EXPANSION JOINT G ! FOR WORK NEW DOOR 1 = :I _ ` ' 'ii �- CJ I I , �.' ' ! t, CONTROL JOINT LNG EN��N� _ - �� I iiii e3 ] ri” r �ti �. _ 'LAAID PLANNING AND DESIGN SPECIAI.JS�' li 1f 7 13 • t ;y4 Q /1/1 11 7 - 3' i +' •!. `��` j 18215 72ND AVENUE SOUTH•• .; 1 II i ► .- . KENT, WASHINGTON 98032 _ ii II A PHALT 7 JI ,TI. _ f 1 `;`` (425) 257-6222 I )' to 1�`. ) i _• SITE IMPROVEMENT CALLOUTS I ` SO CUT Q 1t7 , SY Pl ,. 4 ``a "3• ys,„ — ;\ �----, 1 1 0 SAWCUT AND REMOVE PAVEMENT FOR NEW WORK (NO OVERCUTTING). REPLACE PAVEMENT SECTION TO MEET '� �" 'J= `\ i1 i AND MATCH EXISTING, CONCRETE SLABS SHALL BE DOWELED PRIOR TO REPLACEMENT. BARGHAUSEN.COM 'I 8 31 il 11 II 1 ii I I' ' ' .. \ `\\ . . ? i 1 2 , ASPHALT PAVEMENT PER DETAIL 1/C5.1. II -- 3; !'' ': „ ;1 ;1 ; PAVEMENT SHALL BE PLACED TO PROVIDE SMOOTH TRANSITION TO EXISTING PAVEMENT AND PROVIDE • 11 r 71 '-1 �7 1 CJ L 1i1; }'; 1, POSITIVE DRAINAGE TO NEAREST CATCH BASINS. (t Os d1 _- : - �. NORTHWEST II ' ,I-� } = ,1 ° ' - 0 RAMP (STANDARD) PER DETAIL 6/C5.1. ILif i , 25.5 tl �J 1i ? a { ;; ;, ; I 3 il jj3' 7 il' 11 l ;� ; Ea : I iI ' ' - - ' 31 :1- 11 I PER DETAIL 9/C5.1. DECOR �; 1 1 ® ADA SIGNAGE AND PAVEMENT MARKING P ` a . - i I 9 il 1J1 (E) MASONRY *'if J__ �,.' ` • I � 1C i s 3 1 i ® 4" WIDE PAINTED PARKING STALL. (STANDARD PARKING = YELLOW / ADA PARKING STALLS = WHITE ) __ SQL/ND WALL = if [ - - 31. l :j7 = = �REMO®EL) 1$ �� f __ o 't J ° J ; .4 11' I P 1 ! © 4" WIDE PAINTED STRIPES AT 2' 0°C,/45' ANGLE. (STANDARD - YELLOW / ADA ACCESS WHITE) II p 13 1'e N 1 •r-tea• � � 33 1 r I a 31 I to O PROVIDE R7-8B (VAN) AND OR7-8C (WHEELCHAIR USER ONLY) SIGNS AT THIS LOCATION. SEE it'! II °F� • : i I ;; II—_ DETAIL 9/C5.1 FOR SIGNAGE DETAIL. �1 50.7 I _ � e ' • • ,} •- ':• 3 �_u = I :J •' ' L i1 1 ''' ® WHITE PAINTED "VAN' STALL MA ° ,' � � 1 I 1 °'• .� 1 -I L RKING. - 1= °; ,• : • :,a a• � , BIKE RACK PI ,: `�. 1 a, • ..♦ t • 90 ISOLATED O COMPACTOR SLAB WITH SLOPE TO SEWER DRAIN PER DETAIL 1/C5.2_ DIMENSIONS FOR EACH "f ' `.: COMPACTOR SLAB SHALL BE FIELD COORDINATED TO MATCH THE DRIPLINE OF THE UNIT ABOVE, PROVIDE• 3, -- - . - - ARCHITECT AND REFER TO ARCHITECT PLANS -� �` �' 1 - STRUCTURAL PLANS FOR STAIR FOR WORK ALONG BUILDING = r , d .. . I 1 DRAIN NEAR RAM HEAD AND CENTERED IN SLAB. SEE PLUMBING PLANS FOR DRAIN, TRAP, PRIMER, AND 3 ', = „•,, a °' `rf , ; {��I'• I 1 I VENT DETAILS. M(NOTE: COMPACTOR IS 0,F.0.1a AND SHOWN FOR REFERENCE ONLY), 40-T. AND RAMP DETAILS • •}• :J �*'--: I H. DUTY , i • „ , 1 ASPHALT I J„, 'i I 1 1 I 10 TRUCK DOCK CONCRETE SLAB. SEE DETAIL 2/C5.1. • J J , t ;J' ; I I SAWCUT Q 1-1 _ — J• 3,' J,. _, a 11 CONCRETE SIDEWALK. SEE DETAIL 2/C5.1 FOR DETAILS AND 5/C5.1 FOR SIDEWALK JOINT DETAILS. I a 1 t` ' ,' ,rJ' „ a1 I I PROVIDE THICKENED EDGE CONCRETE WHERE ADJACENT TO ASPHALT DRIVE. ?I -.e`> e- ▪ v I `� f, '} 1 I ` 12 MODIFY DOORWAY ACCESS PAD AS NECESSARY FOR NEW DOOR. SEE CONCRETE DETAIL 2/C5.1. �/ \ice • \V i if '' •J'x • -=`•-3� ,J 11 ' II ,' a;;.' •,��` `, { -_ �'r_� is 11 I COORDINATE ACTUAL DOOR AND PAD LOCATION WITH ARCHITECT'S PLANS. a ~1 . 1 „J' 13 BICYCLE RACK PER DETAIL 4/C5.1. RACKS SHALL BE CAST OR DOWELED INTO SIDEWALK, -9-- I1 f, _ e / _ °\\ .°'i _ `\x� . � — — , .`a a r,. • �•i__a^ ,' d: 1 3 I " �`�` t - ' ;'h - 11 14 RELOCATE EXISTING SLIDING GATE COORDINATE WITH K-PM FOR EXACT PLACEMENT. JI \ _�Ci` `a - a` �`�\ - to ' w�- 0 A? -i ,\- __ 3 . I v �`>\ \ �e `,�g, ° ,1..a, I, =kk 15 6 DIAMEILR STEEL BOLLARD PER DETAIL 3/C5.1. BOLLARDS SHALL BE PAINTED SAFETY YELLOW. 11 ri 1 _ .. ,..\- ° _ b`. „ `..-`'�. . • - -t TRUCK ' ii 1 IQ ' �,y�r ° \ _,,'�\ I ©DOCK SLAB _ s LOCATIONS) B GRADE. Q - . di- •.,- •u.o _�; I -- 6 PRIOVIDE DOWELSDINTO EXISTING NG SLAB AT 6'D 0.C.T MAX (ORNAT MATCH JOINT LOCA EXISTING S LA , .. Q.a,,'''�;� `' ,. ---= I 1 J @ REPLACE DAMAGE/BROKEN PLANTER CURB TO MEET AND MATCH EXISTING. • a 4 I ASPHALT 7 , . '-I O _ t r - -- .`e / :.\-c. - © '1- a 3 J�11 r`;3. , F ; I I] r- 11 -�1j 18 RAMP PER DETAIL 7/C5A i ( = `4V ' a - NEW PRX AND BANK WALK-UP I • . :(�.--3i ! 1 �,. ,\ 1.. 1 O.5 a ., ,�. ; 1 19 CURB PER DETAIL 8 C5.1 Y \ \ \\ / ' �__ �? Y >� WINDOWS. SEE ARCHITECT ,1 • ' 1 1 SOUND NAB 7��,,' e-. \ 1'0.: _ ▪ • 3 PLANS ;; I Q0 STOP BAR AND RELOCATED STOP SIGN LOCATIONS. 21 23 1 _ �� 1 ,3 ,, t 21 12 DIAML I ER CONCREI L BOLLARD PER KROGER ASD-161, DETAIL 9/C5.1. � = II i © TRUCK SLAB AROUND COMPACTOR SLABS PER DETAIL 2/C5.10 COMPACTOR 1 :a a 1�SLAB* 4 '1 I 9 1` 1 d' 1i1, . �I 11 11 ! j I I i1 3: _I 3 d 1 ( . 29 / �� i11 13 i} t i I I d I• c I J3 if i1 is LANDSCAPE 3 i • s' I.• 1 • J Tr ':■-' . .. N. - - - ■ CD • p ' i 11 I.:::..-±:::!::.,.1.7.717':;':71.;,:i1:::'.-.:.',, ,1 '-1i ,. II- _ 3 5 •' •,11 3 111 SAWCUT 1 " \t1' : I1 :^'a-j�"1••31 I PERMIT SET 1 , 3 -• 1' � •ij !!!! 1111 1 it „-r" _ 5 f1-dMASOtIPY - ;i f, iflrfv ,� • �: t if ii ! I I!�'I i `i ; - - ,a 11 .30. 11 �J 1 I' SC: ,vti W j = — — i 1'; 3.. \ i3 3 I i �_ :t LANDSCAPE! ' 1. I &' ▪ 1- - ' ii ii n 1 1 1 13 =i j 1 21 i 1 l { e �L a ` 91 S3 1 1 I I 11 i! ': 1 '�._+� // ( �. 1 t 1 t tat 11i 'r 3�} i 13 s1 q] ; 1 1; 1i ° i / 1°- �\ / , - 7 id iii jI 1 I 1: 11 "� �E i 1 al i/t:-Ui. LINK 1 1I� `•J a '14 :1( 9i It ! t 3, 3 a !• 1 L I FENCE 31`- ,• it _ 11 }1 3 i a is 1 s47''s"' �: I 3: j3 1} 33 1 t 11 = 7 } L 1 • : - J -9L— --Pa` _—.d r! 33's°s I 1 3 1 a1 31 _ 1 �_. 0 1 1 ! 1 13 3 1 31 . i� t _ N 9 � .� 3 i I • ir• 1 i' I 3i 3 [ 1t 1d ---- S--- 1 I I •:• f 1 ;d di '} 1 Ii 3i 1 -1 I '+ • ' •/ i •r<': ` PI 1{I flu 1 I 3 1{ '- 1 ;1i REFER TO ARCHITECT PLANS S $4 ' HAL P. GRUBB, P.E. II FOR STORE ENTRANCE LAYOUT `r i2 3 '� =:- • I . ,z `I BOLLARD ,> -) E� OF 1I ! AND DETAILS ;`� r 11 x ' - ,15:„.!,z.:1:::::..:; i PR 1 1 L -j GERA°OP, RAMP j LO �,� �c' NE �,' 1� 11 d I t=�3 3 1 ,—, tr 15=•3PE r /f '! I ,4 - tom—„ ' 1 I Ii 3 Y � ' _1 I 1 I ! 31 1i EGON I !' 1 1 7 a i} I 11 11 i I ! 1.1 1: __..�II•i. .44.4:=1 l .-l�.Jl i1 : I 1 - i 11 ��j: A_•,• 1 11 it 3 11 11 -Jn� ^n 1 ' BOLLARD z1i _ 3i n 1 7 - 17 , 1 ; n 7-----11111} SIDEWALK 0 =,-Sr .4 - - ® u 1; I 11 11 ��( J� j - •3 . . a v "� I 'ei; dl 11 a J ASPHALT ' t 1 ._. I _c �' © STD1d d3 ; - I 11 1i i �� • . j 11 ill{ 11 „ • r , :} ' az' :;,.L- j -ii ii 'i 11 = EXPIRES: C. 1 7° �3 1 ii 1 3 I ,; —:; SAWCUT �,1; 1 - `1 11 1 ' - i1 11 I 1 1 ©Barghausen Consulting Engineers,Inc.: .1, END J j: , 11 I it ''=.1 I I 3 33 33 s ; 31 I All rights reserved.No part of this document may be 11 3i 13 }} El 1 i I CONC. RAMP °' 1 , 1i 13 �, 31 1 reproduced in any form or by any means without I I 3 i I _AIRS �' i 13 ;1 �) 3 I i yi) permission in writing from MulvannyG2Architecture. i I J° ,, I 11111111 1 L ! ' =j —`; 11 A DATE DESCRIPTION II 1 171 i ' i >i- - ° ,• y,7 71 ` .�� t I 1� 3 1 I 3 =1'P:-e i• 1 n 3 i'\.� 1 a j] ti `LA I i 1 ii; "' .1 1 ii 3 `'__ C S�ScE�ii',� T/ p f�• } y . 1 ;:1 p RE.YsL..3.JG3J i fJiliLJi�i� 1 �,;1 '�'-- 1 j I ° J L ADI G 1' ' / 111 DOCK t•- I 1 113 I 1;l- ,•/1 3 1 1 1 1 t( 11 1 1 11 i3 1i - I 1 3i•Ii 1 Li 1 i I 13 1i I •11B;' ADA ; :d 1 1i I 1 - I 1' 1' 1 '---' ii ij [ 11 13 i j ` SIGNS ^�J7 4 11 1 I i li 11 g 7 I 1 11 7 ' a e •.3! �.:; J7 ;t 1t ! 1, 111•i 1 ,} r . 1I a'J ' t' ,11 'd 37 1 13 11 ! 7 i 11 rR131 ii ' 1 13 i , 1 ! J. - s • 11 3t 11 1' 13 J•rft� _, , • R: '3 :1 fl 1�• 1 -� }1 I I 11 11 It ))J'��' TRASH COMPACTOR Pd 11 . • 11 3 _ l 1 ( 1; T �' {°.1 II3 •' ,L 1d S1 E 1 1 1t 11 f. i 'i 3 J°• 2:;' ` d 1 1 l t I 1 JI J• °f=i • a •'�,�•I• / t 1 ■.r....■ ..I.... I■�.r....rr.■ .1.7 .mg-'▪ .a. rr e.>.in.te�r�rr.rorrrr �r �r�r�r ..r—.>.rl�. �r..r�ra.>_ s�r� .�r�r ..re.� r�r>1.�r�rirsr�r_r>_r�r.. r�r�r� r �r..r'# ' $iw�rumr�r �.�r.•r._ BCE 15213 I J �° vS R1M=272.15' i •t t3a II 1 I � % , I � ;r' - ' :.; PM: DAN LAMOTTE MATCHLINE SEE alb DRAWN: DL _ l r DATE 08.05.11 , ' i I SITE LAYOUT PLAN N"5 _- C N 7 CO O7 -n, LIj O CO IIJ C 1 . 1a 0 n_• s_ . > I . • „:7"i.1,,,;,r,T,..,:,r•-.1i. F: Ni it ` 11i ft l _ ,. ,�.. tt �� ., ____ 1 ., 1 , ,, STORE #00375 7, r TIGARD 1 1 ,,,,liti a I 1; • ' 11565 SW PACIFIC HWY 0 20 40 80 TiGAR®, OR 97223 I ikh 4 \ +\ '45 y I kV: I2 1 h $Yj. { €€ 1. l.;:av` 1 11 _ ;1 j,'/ I / �. - . E€F : ai;_____. Vii .••.;' 1 I t 1 : I >\ r' I a STORES ® as lemma le m l s ewe !I m es en ne it m me m aims m lit Ili l`m®m®m new m�m®s m m®m la m mass®®m�■1� is me®®m new m m m�m ml m®m m ME IN II MI MI ®m®m®m®m MN m III m m ml a m�m m�m®® II m m®m ml m m�m ® m ems m ml m es m®m l e�l m m!®®■®® m m®®mm! t� ]i- i f i'/':l ' . , vii O Rf 1 2 2 { i INC. 3 1 a/Y r j j. ! ° l e e. p x° of j I /� ;t � f j :A: t1 /x '/ae 11 1 __ • } ADA I fit, F t; f ° / i 1° • jt �' 3800 SE 22ND AVENUE i I / ,a...__,� 'I a,° € LEGEND t 11. i "' # -� PORTLAND, OREGON, 97202 € f/l / / 1 f /' ld!/ RAMP © i€i e . tt is t i ///� pe , ° rC,;�,•'i EXISTING CURB t, PROPOSED CURB 503.797.3509 FAX t I 4��N �/�' ` Ilia•°. «.:•i i❖iii ,•} s 7 EJ„_°? i t e z a•° ••iiii°ii' I i _1 i t I :ti ! E€ ie•Oiiie!i /O j /r \� w^„ %i I 1 i •�'-"''' €t -�”` PROPOSED FLUSH CURB 1E i i3• Q ADA e a •;::�:;I f! A°- ,, a • 7 c,. I , 1 , } �C'i�e\'t ti tr.,✓•+"r^^S F3.'� �}„ ... is 33 y 4 a h ,p _ _,.a a t "° x °aaax €f _._ _..... :IF �1 �i� I e �� t° €f ii iii. • 1 ; .'I i_ (L) :Yili 3t�f%tRy »p ! ° 1I ° j 'i t{ .~,._.,,_...__,_,,,.,.,,,._.,...,_...,..._...,_,,,....__, _.._....-,...._..._..._.,___.._.,...-...,_._,,..,, I lt�m•_"-- °° ''' a °' i1 EXISTING CONCRETE PAVEMENT , z + a +SOUND WALL a a e `t1° +'a` €..-A__4,_......_e.-a.as 1.,,,,.._.,,.,._,,...—,f,.,i ° °+ i ,�° %i�i��•�i4V ,/�,/ .y NV +° _.�._ ° o° RAMP 0 ,•••.•!• t - .' s.•.oar•O❖.� i k ° " }�; a a++° e I ' ' PROPOSED CONCRETE PAVEMENT a:t..+ ,i.~.. .,,_.. ,,,,-,,. _,•_ _„_._ _ p a REFER TO ARCHITECT ='° '•'•'``0:44 ` / 't ' j s R° r. •a•.•w. 1 f A .a: i e.._.,......�_� PLANS FOR STORE I .fm Lc:I I - - SAWCUT LINE o m• iLL t •: 1 MEET AND €}°° ° \.,I z a, ;€ __W _,_,.__ _ -...__...__..._..._._.._........__._.° I ENTRANCE/COLUMN =e° 1�,1a ¢ ' 2eA ,vim.° °°_ ; - _ ~- -- ° I MATCH EXISTING s+ ° a � ,a }: LAYOUT AND DETAILS �; ° --- _-� i `” EJ EXPANSION JOINT ee `� i eaa p � ' • ti , CJ CONTROL JOINT /HG EN GI�� k-; I =P x . CD. ° ,, n \ _ €€ ;t x L - - - - ,ea ° f r ii 1 a • e LAND PLANNING AND DESIGN SPEC ., i ° a � " , � - �°+ a tl ,€ _€ i i E� SPECIALISTS" I-. »..... 7 i ° • e o P , ......,._..,_......,.,._....................................... �� . ............��...�.�...>..................�::.��.�.� ..H......�:u..:��at,�°rl-""w' 3• •a"ti €I� I o ' as ._. ,.,,,..._..:::.;;t"�................._. ..... ..... ... .._..._ ex P {" .m.�...:,.,:;; .,..,,. ifM__>7, _ .,.,,_.�._;--,:°_-- -- }1°• ti �, E €! €. 18215 72ND AVENUE SOUTH � I�" °, ° n. ..r ..,........�,.... a.............�. et° y ""•'t,."..., >° a ,_,,..�„�. a , { f} ._.�__ {{ =Y'" /' mo-5`,,' r as ° ° ,e as P } ° ° ° 4 °' ° ' MI - �f,a .,.ter.. ,,,, Li m " " °>gt ,>;' 0 ii l t KENT WASHINGTON 98032 f £ , '— .,.a,-.. -e..... — — ,..1 •a" „ , J 1L • °. ° °.. .. ° • J e €. i{ 1°° �� ..„ .° j._.....__ " o °lf'::-cY•='a=w.t3 S? � .... 3~ •i i ,.',z, «i6 t' a.'.: " E a pa •-, a- ° t. ( I� ° Y E'O a p qa 3 €''" t ea __ a ' " , p > , Pr a x !16i r C P °°° o ✓ rx i; 2 251-6222 =xa`' � $n ha o a ax w ,p " x e a a ° )a,, e a :1 a o a »x xa ° a a ° I:h1 ° a °° s r° P a , e° a ° �> • • 6, A ° ° de x ° " T a,° „,,,,...,,,,,,,?;03 ° .t x # I Il SITE ETC L TS e +e is « , w °t° E# x ° e e° ” i; :a " ,p a }tt , " a ogi ° " a°° e x ° e e " a I e r,, 1 �■ 1 l I '• °L^— ' �_,ra.�F �, I, a Sa ax + t x {� �.• __,.... o , Px • o",qa ,a a e a ` (,�` °I .CJ .; s- I ° ° t I ' -ti° . q .._..» it > o.> x ill';e 1'"" ,..,"'". -.„., 4 a°p "•°o ° ' 'i;', o e a$ • o , .o a °g ——-—'I' —_' 'w r E'�'7'"'———�-——.-1-°-- x o°' ••`,°„..,..E i` #¢ P t • ,l' 3 +� P , x a a x • a ,°" a o x e p « 1... • i : ° ° a # «° , ° ° ° • ? o %> ° a ° =s ' ,°p° °" °e °; a I °° ' I T- °-9- _ €I - ,° a '_- 1 SAWCUT AND REMOVE PAVEMENT FOR NEW WORK (NO OVERCUTTING REPLACE PAVEMENT SECTION TO MEET I t ° " . s< e e + a e a a a « " « ° ° '> > a ..? , 3'i D f I" a e' °'# €t, x a,,,/ ° € • ° • a a> >« » ,, 'a a° P P'a »' a1 : Ud 1 f ® , t.. I, 1 a,, a" + { it /a. a° ,r° °,:• ,, / O BBL I °e< » x ° _ • x + a ( . , € a �d a�, tt .,, BARGHAUSEN.COM .,a„ �.. P « # a M °,i - i 1 ., ° > ° x" a cJ T 1F 1' I.SI!DE ALK _ e 1 AND MATCH EXISTING. CONCRETE SLABS SHALL BE DOWELED PRIOR TO REPLACEMENT. x >a �„a r °a _ 1 a 3 x #� CJ mo � �-e�a •dx g z a ' • x • a•°" • ° ° a q a °1� €t i ° .....,. .. „ ......- ..,.. —- _. _ ---- - " a „+ a" a :t ii---. .„..—. ......... ....,,.. _..— l _.,.— i 1 s pP p a ° a . I ° it i I b~ -;r--.f1�" .i.o,�, '1 .a '•i w, ,r"'>. e e P J ,,F;a .:�� ° a «e o , n " a ° o a °°a asa m ° > a,% .v @ ea€°` •°' /' t - b• ° I °I- � I I I.�• °'Ip�' fl (�.•• a , t.<-*! ...,.__....._r.......................«,�.,.,.,,..,,...,,.«,.�.,,..........,._,..,...._................_.....,.._•..._ I �° e °.° _° ' W 1 SEE GARDEN CENTER •q a° as a . a " °1 ; ®1 mod' . I .7" €e •°I°' -, ° — 3 r/ I, a f,,,. • " a s°" €ea ? } , ° a a " . ... " e e x °', ° eae " s e ?� • •i I �1 'I . ..''3 . -z `7 ,° 14 °�€ >/ .lft a x+ ol..'» • '��.' ° " •E€ € : ` °,°Y o ° a ° "° a` ,. 'b ,.° a >,.' ° + . J Wb ..� I U 1 t�l 1 E UI. I illI o °° I ,, ° w,r/ . l n �. 2 ASPHALT PAVEMENT PER DETAIL 1/C5.1. L €•#: PLANT STRUCTURE PLANS ;: " 0 C�E-_ ✓ .� ® :? ..,. ,,;,4,,-.• I_a € #i q ° N ° # A• , .............•.................:..... ... ......'... ..... ..::........•....:.....,,4=� =-- -. r, /, PAVEMENT SHALL BE PLACED TO PROVIDE SMOOTH TRANSITION TO EXISTING PAVEME T AND PROVIDE a„a o g t a I ° ° a o- a s'' a • x ."a a iO••O•.��ii0•••••••A•••J••••••••••••••O•°••i�+•••••••i•••••••••••i0••••••••••O•••••••Oii:•••••••••••i•O.•.•••••••••••••••••••ii•••••i••••••••••lm... t 1-e i -.r #. '0^° •,i,+i °+a a 8 � €R P I �Op••.;••••.••••••••°•••••••,.,••••••••••••••••••••O••••••••••••••.••••••••••••••••.•••>•. � t ✓/ i! g> e FOR LAYOUT AND DETAILS I. Pe a a a e ° ,« a . ��'° .... .....................�.......•..........< ....................... ............ .. b•. ..�. II t:t., a . > # a a PaN a ae p a,a e °a 0::: a•.•••••••••••.••••..t.:a+....•••••••••... •••••••••.•,44444•• ..s.••••••.•.•,.••, 1 ,. `P POSITIVE DRAINAGE TO NEAREST CATCH BASINS. .t°" a p {}a •° O° •>° e �� •••QQ�••�04��••♦��,•••♦ •••••�6•D•••°••••••6•••i.Ui••••••••••••••••••t�i••.L••••••••••a••• 0 0 ° a > as •••• s..• rw .•�...• •. • •••♦ •• • •• ••. ••.•a A•c ••_�••••••�•.°••�P.. > f ° j >° a xa „° a °'° a --- iJi•D�i�i - -_._._,_.... {f �—t; ° ICJ °1 a » ° „ I°° _ ',.ail 4 ° ° ° ` ox PI ° . e° ° +"p , a»°° a °°axa I �.❖.❖` f::: f,'_ _ If xnx fs i . NoRTHwEsT �,t _ RAMP (STANDARD) PER DETAIL 6/C5.1. s An a ° a ,1_— a n ° • e a a' av I ° �i•••i•••i 1•V 1 T , ? �? ® ( ) / x v° F . " e z ° ° , ° a p ° e — f P i 4 a a> ar C a a S + 4 9 e ,i3 i 1- - - - - _ e e•� a • °•s i# rlf ,✓ o e i Fa a ax • /t . ax ° -r--' d ° -�......_._.._.-..,.:_...._,..__. �•. (3) RACKS » ii/ a ° $ ° ,, .. a x "', a°E..d ° d a i4 ••••• .. y 1 ( ) r f' ,_.,. _.,,.,,,..,._,,,,,,,,,,,,,„__,_,.,,»..,_.......,,,..,... 1 - ° ” ° os ."° " " r•a^.a-Ta a a =4.1. p x a tt a a a a a ° a e d y. •°• ® ,€ ,_....................—,.,..........,..._....__. i? ECOR�i: l ,. ps p °" "°° °' a'x° •°° ° ! g � E a °�°° ga o �• .°° ..... - f" >°tt 4 ADA SIGNAGE AND PAVEMENT MARKING PER DETAIL 9 C5.1. o ,�eY f 1 r e ,o a a « "F « ° a " , r"'? °t I� <� _-.rl- a- ° ° A ° p ° " ° .dE� .I �.. <1'-x- �i�i!•�i�f ..:>..."",."• i," ?t / .?9 € e e ° a ° ° ° \.,.a 6 i a < .}o«° a oa " P e a ° ° e o i°°+' ° 1 , e $ �, o 'J•�.�°�°+ #, `,t € . ,a• ,a « p ° "a , a' ? „a` , °sp° e °€,,,-.<# at'' x .. •s a a P o « a °I lax Q i:i n. ., ?ii S / a °°° °° ° f 4{ « a°x # (! °° € a iii r - }1 `af ff • +i I j- —°.._.. ,•_,2 d �t" 3 a z P ° q , a .4 e a < a o,, x ap°'a Y a a'B ° { >O P .pz °l € 'a I ° i *• a i •. i ao a $+• ° ° �° °g ° x ° • . ° °" ° , _ {_ { 3 4 WIDE PAINTED PARKING STALL. (STANDARD PARKING = YELLOW ADA PARKING STALLS = WHITE 7'l I ,x o !3e $°a "�° ° a • •e a"i x .°° a °pe °°v' e, w �9{',n , xS x an I. • a°a a a l p�! p d� a I 5,,,��r,,, 'f � ( / ) t « ° o a s a e ° a « a ° , a ° .t° x • x ° °Li• >% a P° p I. a ° a> , ( \ ii°x E i€ ax x.•1! � ° e° as ea w a ,F a a°°a ova a ° + L av p °a. , 4, °"a a � °$ , a " °a,` a ° °�sf "°'1° ��, a aeal°>c° , 3 esa €�� ;1 l f?+.° xl lt� 3 l ° a a • e :�a ° a a a A°a ° ° a + ° a + a e °e ° a » .SAWCUT a ° 4 °"l . I n €n J �:-, ,, ; i; = — *, >t . ° , s e; ° > ° ffi ° p3> ° �t ", e a ° "; » SAWCUT Q CI) f� i ,.r'' 6 4 WIDE PAINTED STRIPES AT 2' 0aC. 45 ANGLE. (STANDARD = YELLOW ADA ACCESS = WHITE #!, °+ €!, l i,,,,_ ,,,.._.. .......• ........ ......... ,.__l a o e " o e < °-*� ° » °''x e as a i a P'g° . �s a a ° w o > ° ' ° . t a ° a �°>; i \ "\. ,.,,._,. ,1 ' €1 < a €: € \ $ a a + ° " " ° a e «� P " "R P.EACE.a° P a + > o d p « 4 "al . a° .t ? ° i t ti ` {f as o° €€ l° « a °;'- ° / --'."� x+aa "a °p .1,*° $ RAMP {{ .a# €# w t, , x i'.i. ; ° " \ ° > P°° , , " a 'ptE,,. >"..iIpr.••a5S a " P a a V , z a .., °.A,.�..,s...A-........,..P.._.ati_° ._9_.%h....._..,..."m.... ...........Ya,..-.�}a1° °l a 8a di .t€ A \ © I • { i{ ./I > }€ ,t n x > 1 a 1 + i a a'° •°."•._ € ° 4 ° �:° 'a ,« �.,±�- ��of ° ,' "°° ° ° ° « • a I ° °; ° °! �" ,> a f €€ r ----w--°•- - ...--'..-. m .- 7 PROVIDE R7-8B VAN AND OR7-8C (WHEELCHAIR USER ONLY) SIGNS AT THIS LOCATION. SEE q /// °� \�" . " , a " a >a ,av ,°"x >d:,st...�Y? '4-i w•" ° p 3° p °° ° " N ° a xf° $ «...°_. x°° ° ° e > °P e° - a E 3 .✓ (VAN) ( / t gib*'. ( a s a ea \ ° a S „ ° ° , pax w a 4 s° e °«a ga° 5 °o ° ° „- i' r :r a «4 x € - STD. °U l 3'p"° 3 t✓ ,✓�' DETAIL 9 C5.1 FOR SIGNAGE DETAIL. ............ ..,»„- ,,, ,_-.,., , "d > e a x s:+a oa �dO�• a ae« a ° H j a $° °.i i , © # e i it ' >,° a of;- \�: x° .x a . a + �° e a e a e r , $�e « • , Ia°» l"° �.° xi .\-:.;\'''.::.,...N. ASPHALT I_ /, ;1 tt o. \ a , a , 5 °f• ° l 'j• I of g 8? _ 1' i is , I# t ,ei1 ,•• >e a1° a,i ° w ° ° "° S °° , ° + a e, e > , x ° x e,°a• a "« x >a9P P t, , �,„*.°„ " , o x a �/ x xi,°ta: "°° I w= > MST iiw , £ 31 "VAN" _ cp WHITE PAINTED 'VAN STALL MARKING. € P` °i \ ". e » " :1+ r; « f, .e ° r- -*- lr I i1 x „ r $ �,°° ° < °a&° a > a , , a a g ° .. a ao a » a° » °a'{ °°I«+, •}° ✓'i•'".:Y r` i it i ;, ° °° E°0 t \ » a , ' R a ,t. a � °° ° ° , a ,,# 'd° Pn q ;t1°:t` '' r,-" \>` I ° 1•^ + P° `° , •> °°:" ° a ,�° » o a » a a a ap a �. ° ;1° a " a a dea ,1 a >4+ I a I .I /C-'1 ,JI t-464 bt=' ✓! ' , it°x i €i .. I,' 1 U E �° > a - _ __ _ _ _ ___ - -' #€ °° >° !,:'N,,L.. of =\ /✓ V, P !{o > €i' / �d... ''''''t ° \ a•fi° °a a e n »r ' q ° „ ^e -- - - - Y. d a > »i \'- / fF • €i ,• ,P° , °°xa ° °;, " e�°. ;;. o. - d =Q ° � ,; t �' 9 ISOLATED COMPACTOR SLAB WITH SLOPE TO SEWER DRAIN PER DETAIL 1/C5a2e DIMENSIONS FOR EACH °a rra { ? jr+i ° ,•°o° a°g \ °+F ° > ' ' '° ' "° -' •e d �' E° f . \ N t ;.) \ . .,.:"_;_,_---t F1 1 Ir ,€ it a , » � " �° ° �:� • � d I / ; #f i :; ACTOR SB SHALL BE FIELD COORDINATED TO MATCH THE DRIPLiNE OF THE UNIT ABOVE. PROVIDE � . ._..-, „a._.� a� _,°_._.�._.,......�..._.v, �-- � ., .....�._,...._.._. ___....°.�., ' a € (�. C/� �,.�' t_ � ; :, i ? COMPACTOR e "., °, ° ° ................�-...._..........y......._...,..,-°.,...,,.,.,..._. ....,,..........._.....�....x..,o..-..,....._„a.... ....e..y....... .,._.,....z,,..-� -”� _ ° ,...:,....._�... a +€ / \ ! (I ° i= if P� Fi ....,..,.,..,.,,.,.,.....,._,............ ,-,. - { t I ' 8" i ° at °'" •,r 8`" °: °° a° ° °°: x ° .• >r x+•, : .,,..• ., • • . ° .0. °.., • ° ° ,a +a°. »a P '& a > at _.__ n, ° a .1 xt \'\? i -:i ,, ,, t f; " 1€ �`"' _+ �- - - DRAIN N RAM HEAD AND CENTERED IN LAB. SEE PLUMBING PLANS FOR DRAIN, TRAP PRIMER, AND i� € °ai Sgt € » , q , » • • �`° « aY ° p ° ° „ tt { €i � EAR RA E S , , E , ° ' a x a x° a o° "� ° p 1O R P e >a a °' x,N t..'. :t !: If s i! / f i1ir ? °° • i o€ \. i..... «. x ' x °° « x ° a o ° f J..,4 r i�i ; F«a,� o „ p t � ,a p a';; `i fa.... ...-._..,,^,.,._...._._..—...., ..-„........_..... _....._....,_.,;......ti,...„..... _,. . - .... a..,.._.... _.sw......-.....,••...., .,_a_.e....W....._... ... ,.«_,..• a ;1 �•.••..•__._..mm -_•,•- A t _ r a4r_ -- '--� --~ t- , t € # ” ;; VENT DETAILS (NOTE• COMPACTOR iS 0 F 0 I A D SHOWN FOR REFERENCE ONLY). » i \ r .,.._...__, :�._:;:::'.`".:x a_,,..__.,...,..r^ r..... ._._i *SIDEWALK ii i /'� ;» tt tt t€ I t f # ?i t l ,< ° 4 to `\mss°° it # i} 1 ( tt ti ! It t ii $ s f ft P»} € /f t s+ ,„, -,i ill; x " A.'t• a \°e :t tc-- .wzvt>... n r 1 I € jg ; } I ii i i s1 u{ if ^3 rrrf =i ° »° e = `\°� Sr OE WA'f C` it 1 3 1 r ;, ii �,. € <7j* TRUCK DOCK CONCRETE SLAB. SEE DETAIL 2/C5A. . a } THICKENED i t 'ep° ° €f ,. ' 8 • " , t 3 i 1 l 4 : t i} "j it ✓+^ r f r✓ b a° °«°k °° �, Et is € €f 1 1 fi f A. Ft�'r st 3 ✓ l SLAB o SIDEWALK JOINT DETAILS x s.e ,° a° _� __ ��`� E t ;f __._- -.tI ff e ° 11 ,.,--' i; ,,♦r CONCRETE SIDEWALK. SEE DETAIL 2/C5.1 FOR DETAILS AND 5/C5.1 FOR S €f l t 11 °`•� ' ° �" i '€ 1 fl '� } ' {; {# r q '/ PROVIDE THICKENED EDGE CONCRETE WHERE ADJACENT TO ASPHALT DRIVE. �9 a • a t _ s �� • 3€ € } ; j t€ 11 1/ 1 pE I #f P€# t / : q' it +i E 1 L\ - #1 i 1 1 { f /l ( I i f7 ! °p° s Iq tii rr 1 ff {{ S r i #°e ° 4 e° s `\ ° -il • i ,,, 1 1 i 3 l �:,,.4, 1., l '# ff i st ,a t1 4` i\\\ r»» of ' a"xa. ' °° -} r / g r ti It i if ,.�' 12 MODIFY DOORWAY ACCESS PAD AS NECESSARY FOR NEW DOOR. SEE CONCRETE DETAIL 2/C5.1.• 4 % .... .„,-,...,....-,.,,....,...-+r� •.. i t f f f i 1 F°a xa o, ;;''r — _— (y �.. t , ;, ;, # (I• ;; �- COORDINATE ACTUAL DOOR AND PAD LOCATION WITH ARCHITECT'S PLANS. ,t a`\if I It I :3\ ! E; ?f i j f fi ' t i€ y° 13 BICYCLE RACK PER DETAIL 4/C5.1. RACKS SHALL BE CAST OR DOWELED INTO SIDEWALK. E' er • t { € tf i # ti " i ii I .\,aa'4, \\ 'j i! 11 I ?}f <a 1 t`, 14 RELOCATE EXISTING SLIDING GATE. COORDINATE WITH K—PM FOR EXACT PLACEMENT. , 1 I€ ...;\./4.......,,,,L.," t j t r CURB .I 1 ff I {r ' a° x° ;, �``~,'```�.,� ff / € "� " `\ t ll P 'f '1 15 6 DIAMETER STEEL BOLLARD PER DETAIL 3/C5.1. BOLLARDS SHALL BE PAINTED SAFETY YELLOW.,in E }tl t PL....E l!•3^rte..j.. F LOOK €,axe ; \\ #' !I # i if° a P P ;t 0. 3 i-....'aJ :\e i i P°a€ ii �t fl #lt III " . a l ! ."# �\ ((/x` LIGHT )/p- n , €. -'" ,-= �:� 16 RAISED THICKENED EDGE CONCRETE SLAB EDGE TO MEET AND MATCH EXISTING SLAB GRADE. } �t f I it f �i ` "4.. LIGHT ti i 1 ji it ft� :.„`i 1 f 1 t i>" e€ •,..z.‘ _.,.....- ,.,.,,,,„°._-..,._,.,,....,w_„,_-,,._,=_,...,,..__,_,,. ..__. ............. __..,.,..,.,.....,_-__._._.• ,...;._ _,................L t:..' .:.) f t t € ? f ,°1 €t ,rf ^' f _. \ ,r..,_._..—.__...._. .,.._.........._,.........~............... _._ _.. _.... .,_ _ __ \ 1.:•:, ',., E 1 € f 3 fix'a +} {t ,/ {f -\_ _ _ - _�.,} , : t ;; t t ;1° it ,./ MAX. (OR LOCATIONS) ( 111 $S 1S t= o•°F., f ; r yw # PROVIDE DOWELS INTO EXISTING SLAB AT 6 0 C MA AT JOINT LOC i' !'!._. 4 i °e a tii !i / .... ... _ t ! r ; € °- f it a a a'°° I. € �✓ / 1 1_ _:: 1�i , S qq \,,: � .._____.....___,.._ -___.._wr € 1 \`.:: :�...._.__......°_ ,,..-...._._-.__..__._.- v t� / ' _{ fl t ;; ♦, �� REPLACE DAMAGE BROKEN PLANTER CURB TO MEET AND MATCH EXISTING. -__ 34 q, t -, _.__.. _-,. _______, f r 1 -�i ;. ,€ ;e ,# a x,� ,r REPLAC DAMAGE/ BROKEN ,,,,,,._.,-, _ - rt t°x qi F v� • i ..,1 II # ifya" r✓r ry / .i 3`t'• ; t a BIKE RACK i �J g^- l t € tt i t • ✓r,°;€ ° <; t t t: J , � ;t # " s ,,,�,✓,r RAMP PER DETAIL ?/c5.1 f° € €€ I # €# r, k4 :11t q� i t; f A l • .. } I 1 _,.-.-_-_„_ 33 #> 1 f f t€° €t r✓ f!: € ';l;a g .."'"5",;°-—7","_?:".-....,--...I•€ __._. ._.._,_._._......._...,....._,__ € x! .,_..°....._..._......_.,._.._ 1 ,'�, t, -t a #. :t j t t s, V;,,....----- f✓ /� 1iI; ., r i _.-,_.__ _ g I i1 . ii. °i ,; 19 CURB PER DETAIL 8/C5a1 € !• a p a °> ° x t { 1. IY i .5� .k I €t tt t i ie a i1 /✓/ rrrr i e I i ° " t,_.. I t 3 { 1 I ./ // as ROSIN j i_ r F 1 x� a"°a 7' r t�MAIN ` i� 't; 1 " >°°= I:� //r ®0 STOP BAR AND RELOCATED STOP SIGN LOCATIONS. 1 1 �.. ii ,`e ° 1 f CJ ,P. t { ii €i a 3t r✓ / •a ° rp✓ 1 x ..-- ° ! rrrr ° ✓ 3 11°° ° 1-•+: ' a°° >_ _ -...m.- _�,___•,..,•_•••_� ____ i 4/ ii t1 `t ° ° �r 12" DIAMETER CONCRETE BOLLARD PER KROGER ASD-16 DETAIL 9/C5.1. .4,....„:„., i , a II 74} 1i I 1i +" s°; - I ,_.._.,...iiiI__ l E tI °'e q4 r ff/r 1,_ � 21 R 9 1 I a , ✓ °; _.........._....,_ ,# /°ae( i I i; is 1 11. ( ° i \ /✓r �°«°, ,l 1 ;r ti 1 °, i tt r✓ a /ri x ® TRUCK SLAB AROUND COMPACTOR SLABS PER DETAIL /C5.1. 13i' „a$ -.. r '} L-^"t _.._..__.. €i it 3°, " ° �� r%r„ ,,- ”°v✓'✓r I 1f. •; € STD.© t t _#t ! !! e..a, --- - -: / « q x a ��- �,,' ! /` TOWN I ,�r� i 1� > ' ASPHALT I l I° 4' 1 i 1 qt _ "aF� a Sµ L L7 '`tVEi 1 1 ?Sts # t t ,t i q of ° ,. r € ° '! .�' ._......_„__--.._—„,_...,,_,_—..__-._^,_ ,._._,....,. —. — r i € ! it ' 1 r • ■ t:P ,°9 1 ,.. €; 31 3 1 I t . (E/ SIG a "n rr r 4. /V If. t q ...SAWCUT € l i :i€i"3 i 3 t j l q1 0” °° J,r t 3 t t €i i; x I it } t L \,,,,° •i•:• / °".!," FOR N i STORM I , - SYSTEM a ° y t ll 11 fi o° ..-.,_,.._,.,,.„..°..,.„.._,_, _,..._ ....____.,..........__......_._..................... ,...._.,.... ........-..._........_._...,_..........,. I t i i f I t ttl» , , %'''r , i i g t; xa° °','--...,—................._,... I / ...,....,..__........_...._._... ,, f t gtii a • a + px a,,�r/» a P , ,' :.... y 2_. E <O ,4, € E E • t ': t i I �iZ ° a "° '�/ J e ll f t� 3€ ;till i } i� e'° xn,,,,,.,/,* r r' t \,7 L,.J OD I.. FOOT F✓4.t^i ,.......-o-.,,..�::...:.._1 °€ _.._..._,. ..._.....................,__ _ ._,,,_,__ - ,f / :t !t ! { li4 ” ,,; t s ,r s sy' € + , I, t , / 31 ti L€ \1 x°e a : �� ° „ ° i M. i ° I.; i ii $° ) ,...,.••,,,,;-'I i qq i t ~°"�,tia,\, r y a e4 .-''' '',-° a ,.a ,, a. 1<S 1 3 1i °a+ .._.-...._. i // // _..._._..__....._..._..,..,.-,..._,..,t 1 lq i =_ ,'x a^^•" ,.�,...A!,.—v__ V PERMIT SET • II 7 7 , ,,: .t I ,€ " _......- . ...-,,,--_ _,....,,, ...............__.,..,.._.,...._._,_.. .„....,r,. /. __....:..:,;'/.. 's q'at ; s•. ° ae % fr'•, 1 1 .3::,0. "I "I 4 1 ..._.w..»._..,,......._.._._.._.. �...M._.,._,�.. is i , ft ,✓cc 4 -t as 3i( 1 �./ - -/ ;t \ a °> 1 ./ /if e; { {� MUSIC I ", Z . „ t _ t { LJ L A t :JH __.~ — t /°/ t \ „, t // ! 1_ i1 It • I , k i I e:.10§ E`\ i ii r .., > ° ® :.i $°,' _»... f J il�L eiYtP'sil //, %// _. _. __._.._ i #� i/ #3 j 1 S a a° (rte 7777777 Jr': `v dl ...k a I ;x _ ._��_ SAWCUT % rr /r,✓ '_.p� P = t •„ , , 1 \ - 7 r i 1 _ /. / it rf at w f 1 7 • i t °° '°'a� x i 1 © ,,,, it ° a t / fl i✓ g HAL P GRUB P E STD � � 1 1 ; �a .�..-_.___ - ASPHALT ti !r/ r ,'i f . B,\ 7 € , / ' x e 1 :iyi .� ! it /✓✓ / 1. t - 1 t 1i ° ; __,_., ._......,_,_._,,,,,---.,..,..,,_* w„°,,,,-. 4 tI -,,, ♦ \ //t ?° ° sr»r1 1 1 €f a a� /•�.. // rfrl , \°gape , rr' - 1 s 14 1 p3Y _-__._...- ,\i //' // t C K"```w �✓`'�, . .\; ° x P,rrr , !rrr✓/ L -- -.1--4 , s(` a� 3l .__.,_.-__.- - _.,-._.._ _ .. ___.__-.,.___ t, , ,-__ 0 _.,_,, / ✓'- x p \ „.-- \ z ,/.;', , G 1 !V f��S`S�/ r :i�.,..•{, .,.,...,....,-f t�° 'f !I — - y °:rte r,,' r�,,.•^ L',. ... / t /' / >/ /� °� e�r , ✓ �& V€ / / r / T :: ' ' l ":r °•rr r ,j.r R! ■c.' 1 �— .,.._._...-. „r,,,.,,.,,_^.,-.,_..,—.._,._, �,., °° a :,..,• // \7/ rr 1. t t -'4 ✓y nxri♦ t L ✓/r/ ON ! r �' I 1 / r ° a°/. ✓✓ rJ.,. -..,,o-, ,. , : .,,, ., , [ ti r✓ �ri °.ir f' ✓/rr �� 1 �� GV! , , 1 fi r/r/ f �wfr °° p fr r✓rr i 1 €i /,/ o ,r /r , Wes. : 31 J ,f '-. �' r f,r / EXPIRES: A3O' 1 I �b 1 � Il r r♦✓f`' �/ � a rf `r',/+r r,^'� � ,�•✓rr rr✓fr , •u r' �'`r q fa f 1 3I iI ° °o r°i r r (3 .ti i Y Y> i_. t.:, €1 rr •r• ✓r ,.>„:” i I Rr.._ .� i t __..._., _,. ii ✓rrr✓ \\ ° > ��;r r�;,' OO Barghausen Consulting Engineers,Inc.: -" S , 1 •' °j` r, ," s rrr �, '► r, All rights reserved.No part of this document may be F V rrr`''� �r y ::' r r rr reproduced in any form orb any means without w. a/ , y t ` 1 1� '�� r /` • >, `✓ (i permission in writing from MulvannyG2 Architecture , , S F _ / if .. .. „ .. , i E j ._......._._......,.. 115,...,1 i.,.1._....,..%'� .: �`��. �'�� . , ' a° %.,2 /7 +) . - j/f/ A DATE .,.DESCRIPTION r✓ {{!' i t ....,,� it > e x rs - > • , F 1 `_, q \,,.1 , ° • i,r /,''',..", / /'/ !I, = 1 ,j _�. f/ > »°rrrr /.,_s ✓,' o } ,i r' ✓ rfrf ,,r 1 if t t €} ,rrrr r r «° ✓-''� // r>1 1 -_.___._...._ l /r✓rrr r."/r a ax✓,,1 /V ,,:-,"r tt it , it *0',„," - 7 , . = i II it t ✓'r✓r✓r ",//f/ ✓''R a °a". /;•'''r r/ /r✓/ r r ? i k 1 it /r l! o",�r / till air' I € i1 ":;f;;;<'' r^� ° °it / ✓✓ 1 xa Lt 1 t i /r'i r/'-� r/ ;,r r/' It ''.'"-°+,`,. `w�,��"�,,� r' r iq ■ ✓ e x /- d '{ € \ "r♦✓ ice° 1 �f /n "° f qF :: ,NMw ` of ax rr i i iir ■ BCE 15213 ' PM: DAN LAMOTTE DRAWN: DL i 1 -0 8 N DATE 08.05.11 O co ' co 0,4 -iki4 G t SITE LAYOUT . 1 ° � I O PL N•co vE.ax • C N Ia • r:. •■•1, . f ,;: ,E O.c- � � V{I I I F4 T : I :J u 1 , ) 1 i Oil , , , e, C IS t \-" r- ,iv; S r ' LIGHT DUTY HEAVY DUTY I` i � STORE #00375 fr'� 3" HOT MIX ASPHALT (HMA) - 4" HOT MIX ASPHALT (HMA) A TOOLT JOINT RADIUS IS 1/8"(TYP) � � i I�� SIGN TYPE "D.M.V. DISABLED PERMIT •• ' Po 0000 ° 00 0 0 ° 00 °�b ° EXCEPT @CURBS WHERE » TIGARD 8" COMPACTED DEPTH o a ° o° °O C6 °01 10" COMPACTED DEPTH T.J. .< _ ONLY", OR20-6B • 0 0 0 0 ,,.-' ,> �• RADIUS IS 1/2 CRUSHED SURFACING 00o 0 0 o 0So o°0 o 0 Aoo CRUSHED SURFACING 1/8 R. co BASE COURSE (1 1/4") °o 00 ° o r) on° coo o00 00 00 0o BASE COURSE (1 1/4") (6' 0.C. MAX., EACH WAY) � - - r-�• 11565 SW PACIFIC HWY ■ 6" MINIMUM COMPACTED DEPTH �� - ' r-� - - �� 6" MINIMUM COMPACTED DEPTH „ 1/4 IGN TYPE 'VAN ACCESSIBLE", TIGARD, OR 97223 ,ad t:; - �--� TO MAX.SUBGRADE TO 95% MAX. DRY r-y _ SUBGRADE 0 95% AX. DRY 2 CONTRACTION JOINT \ R7-8B T DENSITY r.-, _ R 8B ( HERE INDICA E ) DENSITY X / '/ '/ '/ '/ '/ '/ ', '/ '/ '/ -/ •/ '/ -/ t CJ , CD�//�//%//�//////////////�///////////%//,� SAW CONC. OR TOOL JOINT r >ti C.J. -4` <2� TO DIM. DEPTH NOTES: 1. ALL STROKES TO BE 3" WIDE. I \ (6' O.C. MAX., EACH WAY) 2 3/8" DIA GALVANIZED 2. PROVIDE TWO COATS OF PAINT. f ASPHALT PAVEMENT POST FASTEN SIGN TO 3. BLUE BACKGROUND WITH WHITE SYMBOL. 2» 2„ POST PER MFR "' FRED MEYER STORES I ��,� � N 4. LOCATE SYMBOL AT CENTER OF STALL, SEE SITE PLAN. I NOT TO SCALE CONSTRUCTION JOINT BUTT CONST. JOINT W/ RECOMMENDATION cfl 0 5. ONE SYMBOL FOR EACH HANDICAP PARKING SPACE. C CSJ 1/8" RADIUS (TYP.) -co o I C. I I C.S.J. 1/8"R ACCESSIBLE PARKING SIGN. '� } I CENTER IN STALL ONE SIGN PER �_____,� TUBE BASE POST 3800 SE 22ND AVENUE ACCESSIBLE STALL, SEE SITE SUPPORT WITH 3/8" 3/8"" PORTLAND, OREGON, 97202 PLAN FOR STALL LOCATIONS \ ' BOLT/NUT ' I MEDIUM TO FINE �2 2 EXPANSION JOINT ( ° 503.232.$$44 BROOM FINISH CROSS-SLOPE 6x6 42 LB. WELDED WIRE EJ II I� PRECAST REINFORCED 503,797.3509 FAX FABRIC REINFORCEMENT II II CONCRETE SIGN POST N j USE PREMOLDED EXPANSION JOINT FILLER I BASE E.J. ,�' � , (20' O.C. MAXIMUM) I I I� C' CEMENT CONCRETE CAD o , I II ' J00000 O o 00 0 00 00 0o D ° o° \ \ \ 0.25 0.25' I( I� PARKING SURFACE �00 0 0 0 0 0 o S0 l'-10" GRADE CRUSHED SURFACING B °o oo°° ° 0 0 00° o00 000° CO oo moo �, 3.0 , TOP COURSE . r y COMPACTED SUBGRADE TO ,� �� - (---� ,. t�d,. �— CONCRETE JOINT DETAILS HANDICAP SIGN HANDICAP SYMBOL °` 95% MAX. DRY DENSITY r--) - `�� ' N.T.S. N.T.S. _��,� ,#, / /' / / / / / / / / / / / / NOT TO SCALE 4�� /j��%��%��%��/�\/�\/�\//�\//�\/�\/�\/�\/�\/�\/, rte HANDICAP PARKING DETAILS �;�, ENGvg" B NOT TO SCALE "LAND PLANNING AND DESIGN SPECIALISTS' LOCATION A B CROSS SLOPE 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 i ` SIDEWALKS (425) 251-6222 . 5" 4" COMPACTED DEPTH 2% MAX. , (STOREFRONT/VEHICULAR) CONCRETE SIDEWALK � NOTE 3.STAIRWELL/EMER. EGRESS PAD 5" 4" COMPACTED DEPTH 2% MAX. RAMP TEXTURING AND PER � BARGHAUSEN COM � SIDEWALK SLOPE: 6' MIN. ' GARDEN CENTER 6" 4" COMPACTED DEPTH PER PLAN 2% CROSS SLOPE MAX. • 5% RUNNING SLOPE MAX ®.50' 0.50' RAMP 1:12 SEE LIP DETAIL RUNOFF WATER -- NORTHWEST COMPACTOR PAD 8" 6" COMPACTED DEPTH PER PLAN - / /////�////�/iv SLOPE WITH SEDIMENT COMPACTOR DETAIL) ° /// // -s1 ,--- 4-�-,- (SEE COM ) 1 %�•- . •.., DECOR �� \ CSJ �� CSJ , CSJ �.,� � ,f • o 0 0 0 RAMP PROFILE �•- 6 COMPACTED DEPTH ��'�� w��` � ��_ '• • a • O•000000000000 TRUCK DOCK PAVEMENT 8 PER PLAN CONCRETE x . GRADE ELEVATIONS, THIS p p p p p • p 000000000000000 0 0 0 0 SIDEWALK 0.00'. . _ - Q •• O O.• O 0• DETAIL, RELATIVE TO ii_= -1, (REMODEL) + � FOR ACTUAL ELEVATIONS BOTTOM OF RAMP - u: ,u:� FILTERED u. . - SEE GRADING PLAN MAY HAVE MAX. RUNOFF if w 1/2" LIP AT 45'. 45 . . I o a EXTERIOR CONCRETE DETAIL �' �s „ „ G5 1 x 1 WIRE MESH C) v 0 x.. Willi FILTER FABRIC CATCH BASIN 0.50' Q.SQ' \\\\ \\ N.T.S. 0.50' TOP hN 1/2" FRAME AND GRATE ,�3 \ CSJ CSJ i CSJ LIP DETAIL . ALTE F I ', l E MESH ALTER NOTE: ALL FILTER FABRIC SHALL BE MIRAFI 100 NS OR EQUAL _"` 0.50' LINE OF NO.50' ,r r `+ 0.00' 0.00' CURB o.00' r-1/2"(*) CATCH BASIN SEDIMENT BARRIER / 6 -0 (UP 6 ) / 44" MIN. -- / 6 -0 (UP 6 ) / y 1/4„ NOT TO SCALE -{ SEE SITE PLAN 1 1/4.0,17 , ,„, S: b ( ii 4"0 INTERIOR, 6"0 EXTERIOR PIPE BOLLARD. RAMP P LAN , (*) NOMINAL 4 , - , BOLLARD SHALL BE CONCRETE FILLED, 4'-0" DIMENSIONS MIN. �6 ABOVE & BELOW GRADE, ROUND TOP, AND NOTES: Ir PAINTED SAFETY YELLOW. tiM 1. 1:48 SLOPE CORRESPONDS TO 2% SLOPE ON SITE GRADING PLANS. RAMP TEXTURE DETAIL v , — I — ' 2. MINIMUM EXTERIOR RAMP WIDTH IS 44" REFER TO SITE PLAN FOR RAMP WIDTHS NOTED OTHERWISE. . . _ 3. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED - FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. THE LONG AXIS OF THE DIAMOND - N. - - PATTERN SHALL BE PERPENDICULAR TO THE CURB. GROOVES SHALL BE 1/8" DEEP AND 1/4" WIDE. ! - COLOR OF RAMP AND FLARES SHALL BE BRICK RED. o ° _ 4. CURB RAMP WILL NOT BE POURED INTEGRAL WITH SIDEWALK AND SHALL BE ISOLATED BY EXPANSION _ JOINT MATERIAL ON ALL SIDES, BUT NOT AT END OF RAMP ADJACENT TO THE ROADWAY. 3 D - - 5. CHANGES IN LEVEL UP TO 1/4" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL ' CONCRETE BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. 1 RAMP DETAIL STANDARD . i 1 N 6 -1 I NOT TO SCALE 1 SITE BOLLARD ��s s' SET . , NOT TO SCALE 1/2"(*)/2„(*) . SIDEWALK 2 '�,q BOTTOM OF RAMP ,, •. ”• `_�` •• •.. •. . ..:::. • „* 7/ 1/4 1/2" LIP AT 45'. - � 45 4 << 1 STAMPED CONCRETE DIAMOND / '(\ PATTERN PER OSSC 1109.16 ♦ (*) NOMINAL <- :. , (2' WIDE TRUNCATED DOMES DIMENSIONS i ..\ ... ' ONLY WHERE NOTED ON PLANS. N.T.S. 1/2" SEE DETAIL 9/C5) 2' NOTES: RAMP TEXTURE DETAIL LIP DETAIL 1. 1:48 SLOPE CORRESPONDS TO 2% SLOPE ON SITE GRADING PLANS. HAL P GRUBS, P.E. NJ + 1-1/2" SCHEDULE 40 PIPE 2. MINIMUM EXTERIOR RAMP WIDTH IS 44". REFER TO SITE PLAN FOR RAMP WIDTHS NOTED OTHERWISE. '' WITH 12-20 MILS THICK ��p PRp�r-�S 'y PLASTISOL COATING. 3. CURB RAMP WILL NOT BE POURED INTEGRAL WITH SIDEWALK AND SHALL BE ISOLATED BY EXPANSION �� N S� COLOR: BLACK JOINT MATERIAL ON ALL SIDES, BUT NOT AT END OF RAMP ADJACENT TO THE ROADWAY. 49,/� �G FF O rt 4/\- 15: ;PE 'A Q 4. CHANGES IN LEVEL UP TO 1/4" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN 1 4 AND 1 2 SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. l 9,! 1 MLA P■REGONI(.. . I ;`' CONCRETE WALK �• �R 17 ,0Oc-14 4 END DETAIL =;ry SIDEWALK BASE A• G- -,i NOT TO SCALE v / / .—.. AT 477 EXPIRES: ' ' 1 ©Barghausen Consulting Engineers,Inc.: ./..e, fi Am/ At . . .1 I", All rights reserved.No part of this document may be '. :�'' :. •• ' :. reproduced in any form or by any means without °. permission in writing from MulvannyG2 Architecture. 5 1/2" ,, „ �- oo d „ 1,�R 1/2" R LANDSCAPE A DATE DESCRIPTION 64 64 rA " 12 6 - •a \/\/ /\/ / PAVEMENT WIDTH „ 1,f R a j\\//�\/.�\��`�/R Iii :14 PAVEMENT 1 a 4 SL = SEE NOTE #1 a w �j/I\oTE: r- 10 1. INSTALL HOOP BIKE RACKS 48" APART FROM ONE ANOTHER. © .1 2. BIKE RACKS SHALL NOT BE SURFACE MOUNTED, UNLESS PRIOR WRITTEN APPROVAL IS NOTE: w a a o, GRANTED BY KROGER PROJECT MANAGER. 1. SLOPE GUTTER TO MATCH SLOPE OF a ' e ADJACENT PAVEMENT. `° ° FIBERMESH 2. PROVIDE EXPANSION JOINTS @ 20' O.C. MAX. • ° a a d . a ° ° a ,, BIKE RACK DETAIL 3. CONCRETE SHALL HAVE A MINIMUM ff a • F } COMPRESSIVE STRENGTH OF 4,000 18 „ � » psi @ 28 DAYS � 3/4�� _ I:` NOT TO SCALE (IN-GROUND CYCLE-SAFE U/2 RACK, OR APPROVED EQUAL) CEMENT CONCRETE BCE 15213 sf VERTICAL CURB AND GUTTER BARRIER CURB PM: DAN LAMOTTE .„ DRAWN: DL s�` , DATE 09.29.11 O N CURB DETAILS m . NOT TO SCALE N I CONSTRUCTION M 3 DETAILS 0o M � z e. Z N {I��; � �,3r ri. Z� ' 0 0 ' b 0. _ nn S / '' ,1,-4') l l,js 4�I l4 4 4<I I.,, }.1 ,1 ,,f, .,,4 .. , ,;} :i ', �j ■ rL t • X11 r U L { f4 r iS �. r d I- 1° t AI 5 f L . ' r ' �.� di t T., f S ?t` � ,. _.. ,., ''I� �;" .0.; , h,n,, # , ,,, STORE #00375 1 r TIGARD i co:It * d-P d d d d d d-d -;;',1,,, u_ q°gpapePcP ps17,;*e:g.. y• - d�d dqP P P d P P d, 1 444444444 11565 SW PACIFIC HWY ,. ! - nrt '� 4 4 4 4 4 4 4 4 x 4 4 4 - YEA. - d P, d d d d P P P d d P P 444CG-GaCa4 OR i a"a°a apCP�Pq 4papa°apcP' qpq' . �I G A N�®, ®0 \ 97223 a q c.q q- a s•-cPa q a a p G p p 1P 'P4P4P4P ti 4d 4P4P daPad4PaPa d� „ q'Pap� gAa°Pa° a�'ead- BOLTED & GASKETED ACCESS HATCH. I goaPtdad„Pb q b a`�° e"''r� G7pgpe>pe�apapadapa�-�' SIZE, QUANTITY & PLACEMENT AS REQUfRED, _ a ��a q q a��q ,; , SEE NOTE 2, p �dp�JPdd-Pd pcsp�apgOgp p : Q papapap I 4pada�a // q O a I q /cl"'C{�ca qpa a a q ; �,S ...,,,///Prpa a ada�eadada q I I h. N. n_a�'c�ai7ca°c�'oPa•�+°c'"o°cPcP‘+.f'-- .apci Y'It.' Opti ap4 c pap?Ap e- - , ' A t9 Ly1 O P PAy P1 I ...z.pl, q a�Ci O.C q O CL-�..�C1 tP P O P P P, 1 a a a 4 a a a a a MEDIUM LIGHT ` COMPACTOR "- ada a�dam' ::Vf p� �G��a'Pa qP, ,�Gti"P P O P D - I 1 TOP SLAB. 1 r 3 ,1 p P t1 P, P G ,,r , BROOM FINISH i � -� �o�`�c{fd�ti 44p��a� '. I I r'i F., a a o +vPo a s a s a°a a ��4d4'�44d4P4d4d4d� FRED STORES -P P P P P P P P ./- a a +c Pa a a a a METAL I d4d d4P B d d 1 GUIDESTRIP �d4 4PaP ' , G• QVENTED ......_......._...._-__...._..._._..._-........_,.........___.<.._..-...._.._._........._....-...-_......__..... _..w,. � / �a bpa I OUTLET HOOD. �.A Aimi..._.t YI ... - °°ada"apa� � PaQpO , 1 # d4d4d4d4d 4d4d�'4 SI I , " 7• •`�h ra 4 4 q a a 4 4 a q elr � p P d d P p p d R^'O d d d P dam.• 1 I 1 6 bpUdapadbdaPOpb bead a .pRd4d +; �I� I � �pnp4°o gpaACPcd P�°�°d�°d°P°da"_p �+IM. R \0 \0 i \ 444 �C 444 x44 I 38®® SE 22IV® AY EE TI t t t „ _` 4 4444 444 � �Ilt 3/4 CHAMFER -°-��p°ad°��dcadada�pc� ► I �. PORTLAND OREGON, 7202 ,1.. # I ,�ggqpl^l 4gp4gpqp4p" "( / 1 I ' ADJACENT I I dd mdPdPd r .,------\ N i • S�opE TO ) °pg g�p°p� , ;; i•. �.: 5®3.232.8844 PAVING DRAIN a u TOP SLAB. .• a 503.797.3509 FA , , � `��o %`' �'•+ X24" MAXIMUM. ta 4] _i_r_ 6x6 42 LB. WELDED WIRE SEE NOTE U; a a a .�' FABRIC REINFORCEMENT WITI;iiiiiii,II � °` � •! ` � Ik. 4 4Il Z ��Ih� I��. I I i< - Q h�,n,l„It,,,l„tIl t+:'. .�( II I + --441. 4.P.,-� 1 11 °Q w Q 4 �� ` N.II,t `�. !�w/,y l Ilnlr.l I BS S IL a I !f ill i Q y, 1 III I tl 1 , 'II I I t , x ry '. "I I �I I � . QQ a k li Y: - � BASE ' J - - . illlll 1 I 11+ l .. A a ;pry - / LCD// �/ �. ,�/J/J//r %y /b COMPACTOR o 0 0 0 0 iLi1 SECTION.PERK FR?"OCCUR CARTRIDGES. o 9 � 2. SLAB DRAI N SHALL BE SET TO -15 MINIMUM FROM FINISH FLOOR. CONCRETE FALSE FLOOR. G� 4" MINIMUM COMPACTED 3. OUTLET PIPE SHALL BE TRAPPED, PRIMED, AND VENTED AS REQUIRED ?. � 4 AGGREGATE BASE BY PLUMBING CODE. OUTLET CHAMBER. Ca ENG� 'LAND PLANNING AND DESIGN SPECIALISTS' CONCRETE C PCT® CONCRETE DIVIDER WALL 18215 72ND A VENUE SOUTH KENT, WASHINGTON 932 X24" MAXIMUM. SEE NOTE 3. I k 2X INLET WEIR/BYPASS ASSEMBLY. (425) 251-6222 ' SLAB I INLET GALLERY. NOT TO SCALE • Notes: BARGHAUSEN.COM f, ■ , 1. Precast concrete structure shall be manufactured in accordance with ASTM Designation C857 and C858. 2. Filter system shall be supplied with traffic rated (H20)bolted &gasketed access covers. Concrete collar as C. TO.Mo NORTHWEST 3. net&outlet pipe(s)(0 24"maximum)may enter device on all three sides of the inlet&outlet chambers respectively. For pipe sizes greater than 0 24",contact Kristar Enterprises for engineering assistance. DECOR , ,, 4. Inlet chamber shall be supplied with drain down device,designed to remove standing water between storm events. (REMODEL) S P+ ,. 5. Perk-Filter systems may be supplied with individual or multiple 18"or 12"high Perk-Filter cartridge.ridge. Filter cartridge ryriry ' CONCRETE MANHOLE, FOR TRAFFIC may be stacked to accommodate higher flow rates.Contact Kristar Enterprises for capacities. PAVING 1 1,_0„ AREAS ONLY • v A.C. PAVING • 8. For depths less than specified minumums contact Kristar Enterprises for engineering assistance. ti I, E ; ` TITLE.. Filter TM Y KriStar Enterpnses, ,„ c. N ° LL,.__.)) a • _ ,KIIIIISTAR • s • • . o •° O°%Q p° l u" • � o 0 9 e 360 Sutton Place,Santa Rosa, A 95407•0 a o0 IDE CONCRETE VAUL1. o . 0 0 0 0 a h 00 o o • a o Ph:840.579.8819 1 Fax:707.524.8186 www.knstar,com ' \P \% \t\PI \ I' r/ • FOUR TO ELEVEN CARTRIDGES/STACKS DRAWING NO. REV EGO DATE / //\//\/ // /�r // /\//\// \//\/ PF-V-6-0001 1NR 0033 NEW IJPR 7/8/081 SHEET 1 OF 2 r„ THREADED CLEAN \/\/\/ \ \/ /\/\/\/\/\ ,. „,. OUT PLUG, 3" •\/ / / /\\/, \/\ \\//\\//\\//\//\// • \\/\\/\\ \ \ \ \/\\/\\/\\/\\/ BELOW PAVING \ \R; i\\/\\/\\/\\///\\//\\//\\/ NOTES , 4 LONG SWEEP \ \ \/\//\//\//` //\//\//\//\//\// ,� A .5a [s.oa'� u ` ` \\ \ \ /\\/\\ \\/\\/\\/\\/\\/\\/\\/ A. CLEAN OUT LOCATIONS INDICATED ON GRADING & DIMENSION +WALL THICKNESS WYE \/\/\/\ \/ /\/\/\/\/\/\/ \\/\\/\\/\\/\\ \ \ \\ \\ \\ \\ \\ \\/ UTILITY PLANS AS "CO" co ' r{x,. \//\//\//\//\//\//\ \//\//\//\//\//\/ B. PROVIDE CLEANOUTS AS SPECIFIED BELOW: �::)t OT^l /\/\\/\/\/\/\ /\/\/\/\/\/ -ZURN Z--1400 CLEAN OUTS IN NON-TRAFFIC a. ; i FIyX• \ / AREAS & SIDEWALKS ' , \ \\ \\ \\ \\ \\ \\ \ \ \\ \\ \\ \\ 2X INLET WEIR/BYPASS ASSEMBLY. 1 /-�d24" MAXIMUM. /\/ /\ \ /\/\/ _ZURN Z_1449 CLEAN OUTS IN LANDSCAPED AREAS LL- _..-�- a _-_ o ! -1-_ ( SEE NOTE 3. 6 \\ \\ \\ \\ \ \\ \\ \ \/�\\/� \/� ZURN Z 1400 HD CLEAN OUTS IN TRAFFIC AREAS 0z4" MAXIMUM. ' ' [�z.ao� j - SEE NOTE 3. 1 ,,+. FL WITH A "SERVICE STATION" TYPE MANHOLE, 17 , I I , I I OPW #126A-9 - DOVER CORP./OPW DIV. _ ' I 1 1 i I; 7.00 ...0. i I - : t - "rl► a [84.00 '` ` o � a�,_+ o� I I ,N y / / / / / / �, •, I I ' I ' I ( I I I iye VENTED \\ \\/\/\/�\/\\/\\/\\/\\ \\�\\\/��%i\\/\%/�%/\\/ \// \//�//,// /.\ , \ \ \ " O \ A 1 I ' I I 1 "�" OUTLET A //. I G - - Q i • i 01 f HOOD. rl . , ` . CLEAN-OUT DETAIL FLOATABLES WEIR. I Ip;llll.hh" - �__=i -- --- I I{ 5 1 lu uii ui' J wunu"I, , t I IdI11111t11 k:),_j I I i 4E) NOT TO SCALE PRIMARY BYPASS a II�IIII°;I 'F I' 10111111111 C--�--�BETWEEN FLOW THRU 111,111.,1• • FLOW THRU TUBES ICI;+ rr,.. TUBES. ■ air uunul INTO FILTER CHAMBER. '� �4, • , ,,Airp ,.. , ,,l}, PERFORATED DRAIN-DOWN PERK FILTER"' +,I x' FEED-THRU. 2X FLOW THRU CARTRIDGES/STACKS. TUBES PER ASSEMBLY, BOLTED & GASKETED ACCESS HATCHES SIZES, QUANTITY AND CONCRETE COLLAR BYPASS PORT. ■ :, AS REQUIRED. ,, DETAIL A INLET WEIR/BYPASS ASSEMBLY , I I SEE DETAIL A. +i . r.,� ;,:'•�"i. :?' VENTED OUTLET do DRAIN DOWN. SCALE: NONE =: .1.:..' " w � •t. ., :1;.'.¢�••' '� ••e HOOD. PERMIT SET i i, » " 024" MAXIMUM. • ;;.z 28 x26 HEEL-PROOF �,� = MINIMUM DEPTH. 4t > t• .. I _ & NOTE S. C.I. GRATE SEE NOTE 3. ` SEE CHART ,,; C.I. OUTLET t ,I.. ,.,,, ,I _.. I C.I. X C.I. PROVIDE 4'10 BRASS ' [ "] ` 1 'g i ::' --10. 11 .30, 11 I;t PLUG C.O. AT TRAP •75 9.00 S • ,:4..• r1 }___Psi_^'_ P•1 i COUPLING FERNCO :;• ,.a: =--...---,:-:.::--°.;.--7,!.:::.-- _ - TREATED OUTLETS. 024' MAXIMUM, 1056 OR APPROVED DRAIN DOWN DEVICE.•I EQUAL SEE NOTE 4. CONCRETE FALSE FLOOR. SEE NOTE 3. z -' C.I. 45° BEND 4 6 1iAl6LT SECTION A-A Allrg PROVIDE TRAFFIC RATED SUPPORT PER MINIMUM DEPTH-(RAIN TO OUTLET INVERT) . ,C.I. DISCHARGE "' �,, MANUFACTURERS SPECIFICATIONS WHEN PIPE SIZE ARTFtIr E T K •NFI RA�'l•I�1 ,4 PIPE (TYP.) '% /\ • LOCATED IN PAVED AREAS. 0INCHES 12" s.as 6.33 ' r WATER 2 z 518" 425' 1$ ' 12°$1Z° ' 12"�18" 4.5 I LINE co� 24"{MAX} I 4.75' I 4.75 I 5.33' I 6.08' ADS N-12 OR `� APPROVED r 6'VAULT EQUAL I.E. SHOWN ON PLAN, , '4,,,/', 1 ( ) r TREATMENT FLOW RATES,TOTAL FLOW CAPACITIES�1(U4AXIMUM HEAD LOSS "• ,^. '� . ' DEFLECTOR TREA UNLESS NOTED OTHERWISE HAL P. GI�UBB, P.E. A - A CARTRIDGE STACK CONFIGURATION `%: CARTRIDGE DIMENSION 12" 10" 12"&112" 12"4118' - STACK -LENGTH- ` ' "4- QUANTITY FLOW RATE TOTAL FLOW FLOW RATE TOTAL CAPACITY FLOW RATE TOTAL CAPACITY '. FLOW RATE?'TOTAL CAPACITY O) PROpt. , N -� �� ; (GPM I CFS) (CPS) (GPM!CFS) (CFS) � SS ( ETy (GPM I CFS) (CFS) (GPM 1 CPS) (CFS) '�.-�._-. .fir .��li)r11.�:. r.1t L+�� _...Ir.�' „�.�- E17+__ t� I�� . ADS N-12 X ! "- e ...rr.-- . ..I...1�--- r -. =- - •'1.�_..,.-."-t---- 1-i---+rr�. a- � +�_ -Y.�--- -1;•tt-I,c.!<...-L.-r --^ �// Gv' J 'P �Y COUPLING FERNCO �- .�∎� n - ,.11 tv 1 5803PE c-- 1070 OR APPROVED ; -� . , -"y"ice"- r■'�,''� �„.1t, .T■--- 'iqt ITS' y""i '- --" ". ! .,mo-,�...Ir /fir...- . ' T t■^• � ' I[/EQUAL 1•- s� . ��rg t- .- ,, ' " ! �r i L�� j t k re ,I I � -.t 1fr� I;K . .� . -. . naire►iv - l, 10 11 I �� . Q �- ��Q . � -�I 30010 67 IS.� I 0- GON,11,c ' "�,17 T il�•- .._mil ji ._ .14• it �.�'/tn►•,�---. ' I■ ter -s.ail� � , rlr I]�tr.�_-.r1..-14. C.l. BAND CLAMP 24" SQ. 10 GA. OR 1" PLATE' -9. FZ� INTERIOR & EXTERIOR COATED ' MAXIMUM HEAD LOSS 17 FEET 2.3 FEET 2.9 FEET 3.5 FEET ,'N C.I. 45° BEND W/ ASPHALT PAINT (LYNCH EXPIRES: �� ,Ir` CO. TYPE OR APPROVED I a EQUAL :,TITLE ©Barghausen Consulting Engineers,Inc,: ) y ® " Enterprises,r r "/ '�7: ��r F� �II�-IIi-�►�!; permission in writing from MulvannyG2 Architecture. �` 'LYNCH' STYLE CATCH BASIN 6' WIDE CONCRETE VAULT ',,',,,� , 360 Sutton Place,Sang Rosa,CA 95407 DATE DESCRIPTION Ph:800,579.3819, Fax:707.524.8186,www,kristar.com FOUR TO ELEVEN CARTRIDGES/STACKS DRAWING NO. INRI' 43) NOT TO SCALE V -0001 0033 NEW ,JPR 7/8/081 SHEET 2 OF 2 KRIS-TAR PERK FILTER VAULT (OR APPROVED EQUAL) , NOT TO SCALE {� I � r rvkIYVM , I ; 'i fill ' ri I i Ir -, BCE 15213 PM: DAN LAMOTTE 4M DRAWN: DL O • DATE 09.29.11 0N I„ ` E T •6 1 '�'S:(ens m N E u7 ST CONSTRUCTION t1 7 r7'e f1' DETAILS 5I M W ZEN 4 Z r O cn ,c 0 p I:[4.. I w C) . C 5 . 2 ', I 0 ft t? I1.,: rr,^!,,,,: ,..,,,:,,,,,,,,,,T,,,,,,,,,„,•:,T .1 Iri'..,a r,,i�u+[,,._..i.,,h1,,;,rr^,yati , _u,,, .I,,,,,° ei,F °:.. ., i o- a_ ,..:rrr , y ' , DESIGN STANDARD: 2009 INTERNATIONAL BUILDING CODE WITH THE 2010 OREGON STRUCTURAL SPECIALTY CODE(OSSC) C. ACCEPTANCE OF COMPRESSIVE STRENGTH TEST RESULTS SHALL BE GOVERNED BY ACI 318, CHAPTER 5. A. CONFORM WITH AWS SPECIFICATIONS. D. TEST A MINIMUM OF 3 CONCRETE TEST CYLINDERS FOR EACH 100 CU. YARDS, OR EACH DAY OF POUR, FOR B. WELDERS TO BE QUALIFIED UNDER AWS SPECIFICATIONS. AT BOUNDARIES OF WALL 10d AT 4" OC DESIGN CRITERIA EACH CONCRETE STRENGTH. TEST 1 CYLINDER AT 7 DAYS AND 2 CYLINDERS AT 28 DAYS. C. WELDS TO METAL DECK, METAL STUDS OR OTHER COLD-FORMED METALS: CONFORM TO AWS D1.3. 1. DESIGN LIVE AND SNOW LOADS FOR NEW CONSTRUCTION, UNLESS NOTED OTHERWISE: E. CAST 1 ADDITIONAL CYLINDER FOR STRENGTH VERIFICATION, IF PROBLEMS HAVE DEVELOPED FROM D. WELDING OF REINFORCING STEEL: AS NOTED IN "CONCRETE REINFORCING STEEL" PORTION OF OTHER WOOD CONNECTIONS A. LIVE LOADS: PREVIOUS 28 DAY BREAKS. STRUCTURAL NOTES. 1. FRAMING CONNECTORS: SIMPSON STRONG-TIE OR APPROVED. MEZZANINE 125 PSF 5. JOINTS: E. WELDS TO GALVANIZED STEEL AND AREAS DAMAGED BY WELDING, FLAME CUTTING OR HANDLING: CLEAN, A. FILL ALL NAIL HOLES WITH NAILS AS SPECIFIED BY THE CONNECTOR MANUFACTURER,UNLESS NOTED Fri?ToreTR , ` B. SNOW LOADS: A. CONSTRUCTION JOINTS BETWEEN FOOTINGS AND WALLS, COLUMNS OR PILASTERS AND THE SLABS THEY DRY AND REMOVE OIL, GREASE, SALT AND CORROSIVE PRODUCTS. APPLY ORGANIC COLD GALVANIZING OTHERWISE. ROOF. 25 PSF MINIMUM ROOF SNOW LOAD SUPPORT AND WALL CONSTRUCTION JOINTS: ROUGHEN CONTACT AREA TO AN APPROXIMATE 1I4" COMPOUND WITH A MINIMUM OF 94%ZINC DUST IN THE DRY FILM. APPLY IN MULTIPLE COATS TO ACHIEVE AN . B. CONNECTORS IN CONTACT WITH PRESSURE-TREATED LUMBER SHALL BE STAINLESS STEEL. SNOW BUILD-UP' ASCE 7 AMPLITUDE, LEAVING THE CONTACT SURFACE CLEAN AND FREE OF LAITANCE. 8 MIL THICKNESS. C. HANGERS TO DEVELOP BENDING STRENGTH OF MEMBERS, UNLESS NOTED OTHERWISE ON DRAWINGS. 0 Is = 1•0 B. CONSTRUCTION JOINTS KEYWAYS: PROVIDE WHERE SHOWN ON DRAWINGS. 9. CONTRACTOR TO DESIGN AND PROVIDE ERECTION AIDS (BOLTS, CLIPS, SHIMS, SEATS, ETC) REQUIRED TO 2. ANCHOR BOLTS: ASTM A307 OR ASTM A36. . ' , 2. DESIGN LATERAL LOADS FOR NEW CONSTRUCTION, UNLESS NOTED OTHERWISE: C. SUBMIT LOCATIONS AND DETAILS OF PROPOSED CONSTRUCTION JOINTS NOT DETAILED ON THE DRAWINGS FACILITATE CONSTRUCTION. 3. PROVIDE STAINLESS STEEL ANCHOR BOLTS, LAG BOLTS, EXPANSION ANCHORS, PLATE WASHERS AND A. WIND: INTERNATIONAL BUILDING CODE OR ASCE 7 FOR REVIEW. 10. INSTALL AND INSPECT HEADED STUDS AND SHEAR CONNECTORS ACCORDING TO CHAPTER 7 OF AWS D1.1 THREADED RODS IN CONTACT WITH PRESSURE-TREATED LUMBER. 95 MPH EXPOSURE B iw = 1.0 " 6. CHAMFER EXPOSED CORNERS 3/4 , UNLESS NOTED OTHERWISE. STRUCTURAL WELDING CODE-STEEL . 4. PROVIDE STANDARD PLATE WASHERS UNDER HEADS OR NUTS OF BOLTS BEARING ON WOOD. SEE SHEAR WALL B. SEISMIC: 11. EMBEDDED STEEL ASSEMBLIES: HOT-DIP GALVANIZE ACCORDING TO ASTM A 123, WHERE NOTED ON DRAWINGS INTERNATIONAL BUILDING CODE SEISMIC DESIGN CATEGORY D ANCHORS IN CONCRETE AND MASONRY SCHEDULE FOR SQUARE WASHER REQUIREMENTS AT SHEAR WALLS. SITE CLASSIFICATION D OCCUPANCY CATEGORY II 1. INSTALL ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. MISCELLANEOUS METALS 5. ANCHOR ALL PLATES AND LEDGERS WITH A MINIMUM OF 3 ANCHORS PER PIECE. 11565 SW PACIFIC HWY R = 5.0 IF = 1.0 2. INSTALL WITH PERIODIC OR CONTINUOUS SPECIAL INSPECTION ACCORDANCE TO THE CURRENT ICC EVALUATION 1. STEEL LADDERS AND STAIRS: 6. CONNECT ANCHOR BOLTS TO LEDGERS PRIOR TO INSTALLATION ON MASONRY WALLS. TIGARD, OR 97223 SDI = 0.39 Sips= 0.71 REPORT LISTED BELOW. A. CONSTRUCT WITH MEMBER SIZES SHOWN ON DRAWINGS. 7. MINIMUM SIZE AND MAXIMUM SPACING OF PLATE OR LEDGER CONNECTIONS: 3. NO SUBSTITUTIONS SHALL BE MADE FOR POST-INSTALLED ANCHORS SHOWN ON THE CONSTRUCTION B. PROVIDE ALL-WELDED CONSTRUCTION, FINISHED SMOOTH AND NEAT. A. PLATES TO UNIT MASONRY: SEE STRUCTURAL DRAWINGS GENERAL DOCUMENTS WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD. SUBSTITUTION REQUESTS SHALL C. PROVIDE ANCHOR CLIPS AND ACCESSORIES, AS REQUIRED FOR COMPLETE INSTALLATION. B. LEDGERS TO MASONRY WALLS: SEE STRUCTURAL DRAWINGS 1. THESE STRUCTURAL NOTES ARE A SUPPLEMENT TO THE SPECIFICATIONS. INCLUDE CALCULATIONS PREPARED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE IN 2. HAND RAILS: 1-1/2"DIAMETER STEEL PIPE, STANDARD WEIGHT, HOT-DIPPED GALVANIZED ACCORDING TO ASTM A C. LEDGERS TO CONCRETE WALLS: SEE STRUCTURAL DRAWINGS 2. SPECIFICATIONS AND CODES REFERENCED IN THESE NOTES ARE THE VERSIONS MOST RECENTLY ADOPTED BY WHICH THE PROJECT OCCURS, DEMONSTRATING THAT THE PROPOSED ANCHORS HAVE PERFORMANCE VALUES 123. 8. LAG BOLTS I GE' :pit t, EQUIVALENT TO OR HIGHER THAN THOSE SHOWN ON THE DRAWINGS. A. LAG BOLTS SHALL BE"FULL BODY DIAMETER" (I.E.,UNTHREADED SHANK SIZE MATCHES NOMINAL SIZE) THE PERMITTING AUTHORITY. METAL ROOF OR FLOOR DECKING „ x„ 3. VERIFY DIMENSIONS AND CONDITIONS WITH THE ARCHITECTURAL DRAWINGS. FIELD VERIFY DIMENSIONS AND 4. EXPANSION ANCHORS (CONCRETE): 1. CONFORM WITH THE PROVISIONS OF THE AMERICAN IRON AND STEEL INSTITUTE'S "SPECIFICATIONS FOR THE UNLESS "REDUCED BODY DIAMETER" LAGS HAVE BEEN APPROVED BY ENGINEER. FRED STORES A. ICC-APPROVED FOR SEISMIC LOADS IN CRACKED AND UNCRACKED CONCRETE. ELEVATIONS RELATIVE TO THE EXISTING STRUCTURE PRIOR TO FABRICATION OF MATERIALS. DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS". B. PRE-DRILL LEAD AND CLEARANCE HOLES FOR LAGS: 4. FOR FEATURES OF CONSTRUCTION NOT FULLY SHOWN, PROVIDE THE SAME TYPE AND CHARACTER AS SHOWN B. MATERIAL: ZINC PLATED ACCORDING TO ASTM B 633, HOT-DIPPED GALVANIZED ACCORDING TO ASTM A 2. METAL ROOF DECKING: ENTRY AND ALE ADDITION ROOF AND MAIN ROOF INFILL) I. PROVIDE CLEARANCE HOLE FOR SHANK, WITH DIAMETER EQUAL TO SHANK DIAMETER, DEPTH INC. `, FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. 153,AISI 304 STAINLESS STEEL FOR EXTERIOR CONDITIONS OR IN CONTACT WITH PRESSURE-TREATED ( } 4, LUMBER A. MATERIAL:VERCO TYPE 1-112"HSB 36, 20 GA:, 36"WIDE SHEETS, G60 GALVANIZED DECKOR APPROVED EQUAL, EQUAL TO LENGTH OF UNTHREADED SHANK. 5. APPLY, PLACE, ERECT OR INSTALL ALL PRODUCTS AND MATERIALS IN ACCORDANCE WITH THE MANUFACTURERS ii. PROVIDE LEAD HOLE FOR THE THREADED PORTION,WITH LENGTH EQUAL TO AT LEAST LENGTH OF C. ACCEPTABLE ANCHORS: (SEE STRUCTURAL DRAWINGS FOR REQUIRED TYPE.) UNLESS NOTED OTHERWISE ON DRAWINGS. SEE PLANS FOR GAGE THICKNESS. 3$00 SE 22N® AVENUE INSTRUCTIONS. THREADED PORTION WITH DIAMETER AS FOLLOWS: 6. ADEQUATELY BRACE STRUCTURE AND ALL STRUCTURAL COMPONENTS AGAINST WIND, LATERAL EARTH AND INC. (ESR 1917) B. EMPLOYEE ADDITION AND MAIN ENTRY ROOF CONNECTIONS: i. KWIK-BOLT TZ BY HILTI, DIAMETER BOLT = 1/4" DIAMETER HOLE PORTLAND, OREGON, 97202 ` SEISMIC FORCES UNTIL THE PERMANENT LATERAL-FORCE RESISTING SYSTEMS HAVE BEEN INSTALLED. 5. SCREW ANCHORS (GROUTED MASONRY): (SEE STRUCTURAL DRAWINGS FOR REQUIRED TYPE.) i. DECKING TO SUPPORTING MEMBERS: 3/4" DIAMETER FUSION WELDS WITH 7 WELDS PER SHEET (3617 3/8"'1/2" DIAMETER BOLT - 5/16" DIAMETER HOLE 7. PERMANENTLY ATTACH FIRST FLOOR TO WALLS OR SHORE WALLS PRIOR TO BACK-FILLING AGAINST STRUCTURE. A. ICC APPROVED PATTERN) 503.23 44 B. MATERIAL ZINC PLATED ACCORDING TO ASTM B 633 MECHANICALLY GALVANIZED ACCORDING TO ii. DECKING TO BEAMS OR WALLS (WHERE DECKING SPAN IS PARALLEL TO MEMBER): 314" DIAMETER 518" DIAMETER BOLT = 7116" DIAMETER HOLE 8. PROVIDE BLOCKING BETWEEN STUDS (OR OTHER MEANS OF BRACING)AT WOOD BEARING WALLS TO PREVENT � ", 314" DIAMETER BOLT = 1/2" DIAMETER HOLE 503.797.3509 FAX STUD BUCKLING PRIOR TO INSTALLATION OF GYPSUM WALLBOARD. ASTM B 695, CLASS 65M TYPE I IN CONTACT WITH PRESSURE-TREATED LUMBER. FUSION WELDS AT 12 ON CENTER - 9. SUBMITTALS: C. ACCEPTABLE ANCHORS: iii. DECK TO DECK SIDE LAPS: 1 1/2" TOP SEAM SIDE WELDS AT 12" ON CENTER 7/8" DIAMETER BOLT = 5/8"DIAMETER HOLE i. "TITEN HD SCREW ANCHOR" BY SIMPSON STRONG TIE COMPANY(ESR. 1056) iv. SEE PLANS FOR GAGE THICKNESS 1" DIAMETER BOLT = 11/16" DIAMETER HOLE A. SUBMIT SHOP DRAWINGS FOR: I. REINFORCING STEEL 6. SCREW ANCHORS (CONCRETE): (SEE STRUCTURAL DRAWINGS FOR REQUIRED TYPE.) 3. METAL FLOOR DECKING: C. LUBRICATE THREADS OF LAGS IMMEDIATELY PRIOR TO INSTALLATION. ii. STRUCTURAL STEEL A. ICC APPROVED FOR SEISMIC LOADS IN CRACKED AND UNCRACKED CONCRETE. A. MATERIAL: VERCO TYPE B (1-1/2") FORMLOK, 20 GA., 36" WIDE SHEETS, G60 GALVANIZED DECK OR D. INSTALL LAG BOLTS WITH HAND WRENCH ONLY iii. METAL DECK B. MATERIAL: ZINC PLATED ACCORDING TO ASTM B 633, MECHANICALLY GALVANIZED ACCORDING TO APPROVED EQUAL.SUBMIT SHOP DRAWINGS, STAMPED BY A REGISTERED STRUCTURAL ENGINEER LICENSED IN THE STATE ASTM B 695, CLASS 65M TYPE I IN CONTACT WITH PRESSURE-TREATED LUMBER. B. CONNECTIONS: SPECIAL INSPECTION PROGRAM B. OF OREGON FOR:. C. ACCEPTABLE ANCHORS: i. DECKING TO SUPPORTING MEMBERS: TYPES OF WORK CONTINUOUS PERIODIC COMMENTS i. BIDDER-DESIGN STRUCTURAL ITEMS,INCLUDING ALUMINUM STOREFRONT GLAZING SYSTEMS I. „HILTI KWIK HUS-EZ(KH-EZ)" BY HILTI INC.(ESR. 3027) 3/4" DIAMETER FUSION WELDS WITH 4 WELDS PER SHEET. SOILS INSULATED PANEL FREEZER AND COOLER SYSTEMS AND ANCHORAGES OF MECHANICAL, ii. POWERS WEDGE-BOLT+) BY POWERS FASTENERS INC. (ESR. 2526) FIXTURE ANCHORS ONLY ii. DECKING TO BEAMS OR WALLS (WHERE DECKING SPAN IS PARALLEL TO MEMBER): GRADING, EXCAVATION & FILL X REF.PROJECT SPECIFICATION ELECTRICAL AND REFRIGERATION COMPONENTS, AND BIDDER-DESIGNED STAIRS. 7. ADHESIVE ANCHORS (GROUTED MASONRY): (SEE STRUCTURAL DRAWINGS FOR REQUIRED TYPE.) 3/4 DIAMETER FUSION WELDS AT 12 OC. C. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION OF MATERIAL. A. ICC-APPROVED iii. DECK TO DECK SIDE LAPS: BUTTON PUNCH AT 12" OC. CONCRETE B. ANCHOR COMPONENTS: ALL-THREAD ROD, NUT, WASHER AND ADHESIVE INJECTION GEL SYSTEM. 4. PROVIDE DECKING CONTINUOUS OVER 3 OR MORE SPANS. WHERE 1 OR 2 SPAN CONDITIONS ARE REQUIRED, PLACEMENT OF REINFORCING STEEL X D. WHERE SPECIAL INSPECTION OR TESTING IS REQUIRED BY IBC CHAPTER 17, THE REGISTERED ' STRUCTURAL ENGINEER(S) FOR EACH STAMPED SUBMITTAL ABOVE SHALL PREPARE A STATEMENT OF C. ANCHOR RODS: PROVIDE DECKING WITH SUFFICIENT SECTION PROPERTIES TO EQUAL LOAD AND DEFLECTION CAPACITY OF A 3 PLACEMENT OF PRE-STRESSING TENDONS X i. RODS WITH ROLLED THREADS. SPAN CONDITION. SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC SECTION 1705 FOR SUBMITTAL BY THE PERMIT BOLTS CAST IN CONCRETE X APPLICANT. " ii. ANCHOR ROD NUTS: CONFORM WITH ASTM A 194. 5. FURNISH ALL ACCESSORIES (OPENING REINFORCING ANGLES, CLOSURES; ETC:) TO PROVIDE A COMPLETE iii. ROD MATERIAL: DIAPHRAGM. PLACING OF REINFORCED CONCRETE X SITE PREPARATION a) ASTM A 36 MATERIAL, ZINC PLATED ACCORDING TO ASTM B 633, HOT-DIPPED 6. QUALIFY ALL WELDERS UNDER AWS SPECIFICATIONS FOR COLD-FORMED METAL WELDING. TAKING OF TEST SPECIMENS X 1. REMOVE VEGETATION, RUBBISH AND EXISTING FILLW ITHIN BUILDING FOOTPRINT AND 5'-0"(MINIMUM)BEYOND THE GALVANIZED ACCORDING TO ASTM A 153. 7. EXTEND DECKING A MINIMUM OF 2" ONTO SUPPORTS. PLACEMENT OF REINFORCING STEEL X FOOTPRINT, AS REQUIRED. STRIP TOP SOIL 6", MINIMUM. D. ACCEPTABLE ADHESIVE INJECTION GEL SYSTEMS: VISUAL EXAMINATION OF COMPLETED WORK AND X 2. PRE-ROLL AREA WITHIN BUILDING FOOTPRINT AND 5'-0" (MINIMUM) BEYOND THE FOOTPRINT WITH A HEAVY i. "HIT HY-150 MAX", BY HILTI, INC. (ESR 1967) COLD-FORMED STEEL CONNECTIONS VIBRATORY ROLLER OR LOADED DUMP TRUCK. MAKE 3 PASSES (MINIMUM) OVER THE ENTIRE AREA 8. ADHESIVE ANCHORS (CONCRETE): (SEE STRUCTURAL DRAWINGS FOR REQUIRED TYPE.) 1. ALL PLATES AND LEDGERS SHALL BE ANCHORED WITH A MINIMUM OF 3 ANCHORS PER PIECE. STRENGTH TESTS 3. REMOVE AREAS OF SOIL, AS REQUIRED, THAT EXHIBIT EXCESSIVE WEAVING OR DEFLECTION UNDER THE WEIGHT A. ICC-APPROVED FOR SEISMIC LOADS IN CRACKED AND UNCRACKED CONCRETE. 2. ALL FRAMING CONNECTORS SHALL BE SIMPSON OR APPROVED. FILL ALL HOLES WITH SCREWS AS SPECIFIED BY STRUCTURAL WELDING OF THE ROLLER OR DUMP TRUCK. B. ANCHOR COMPONENTS: ALL-THREAD ROD, NUT, WASHER AND ADHESIVE INJECTION GEL SYSTEM. THE HANGER MANUFACTURER, UNLESS NOTED OTHERWISE. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" X 4. BACK-FILL EXCAVATED AREAS WITH STRUCTURAL FILL AS DESCRIBED BELOW. C. ANCHOR RODS: 3. ALL SCREWS TO BE#10 SELF-DRILLING SHEET METAL(SDSM) SCREWS, UNLESS NOTED OTHERWISE. FILLET WELDS EXCEEDING 5/16" X i. RODS WITH ROLLED THREADS. COLD FORMED STEEL FRAMING GROOVE WELDS FULL OR PARTIAL PEN. X NORTHWEST STRUCTURAL FILL OR BACK-FILL ii. ANCHOR ROD NUTS: CONFORM WITH ASTM A 194. ( ) 1. STRUCTURAL FILL MATERIAL. 1. ALL FABRICATION, ERECTION AND IDENTIFICATION OF COLD FORMED STEEL FRAMING SHALL CONFORM WITH IBC FLOOR AND ROOF DECKING X A. SAND AND GRAVEL MIXTURE OR CRUSHED ROCK. iii. ROD MATERIAL: SECTIONS 2209, 2210 AND 2211, AND A.I.S.I. "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL DECOR a) ASTM A 36 MATERIAL, ZINC PLATED ACCORDING TO ASTM B 633, HOT-DIPPED WELDED STUDS X B. WELL GRADED FROM COARSE-TO-FINE WITH LESS THAN 10% BY WEIGHT OF THE MINUS 314" FRACTION GALVANIZED ACCORDING TO ASTM A 153. STRUCTURAL MEMBERS . WELDED COLD FORMED FRAMING X (REMODEL) ,, PASSING THE NO. 200 SIEVE. 2. MATERIAL. =D. ACCEPTABLE ADHESIVE INJECTION GEL SYSTEMS: A. ASTM A 653/653M GRADE D (FY= 50 KSI) FOR 54 MIL AND THICKER STOCK. WELDED STAIR AND RAILING SYSTEMS X C. FREE OF ORGANICS, RUBBISH, CLAY BALLS AND ROCKS LARGER THAN 4". ' 2. PLACE STRUCTURAL FILL IN LOOSE LIFTS, MAXIMUM OF 8" IN THICKNESS. i. HIT HYI50 MAX-SD BY HILT!, INC. (ESR 3013) B. ASTM A 6531653M, GRADE A(FY= 33 KSI) FOR 43 MIL AND THINNER STOCK. HIGH STRENGTH (HS) BOLT INSTALLATION 0 3. FASTENING OF COMPONENTS SHALL BE WITH SELF-DRILLING SHEET METAL(SDSM) SCREWS UNLESS NOTED �. �►�. Consulting Engineers 3. COMPACT STRUCTURAL FILL TO A MINIMUM DENSITY OF 95/o OF MAXIMUM DRY DENSITY, AS DETERMINED BY ASTM NON-SHRINK GROUT TYPE N HS BOLT X Structural/Civil � t �� OTHERWISE. ��` _.�..�,�\ D 1557. 1. CONFORM WITH ASTM C 1107 AND C.R.D.-621, CORPS OF ENGINEERS"SPECIFICATIONS FOR NON-SHRINK GROUT". A. SCREW SPACING AND EDGE DISTANCE SHALL BE NOT LESS THAN 3X THE NOMINAL SCREW DIAMETER. STRUCTURAL MASONRY ,_ 4. VERIFY ADEQUACY OF STRUCTURAL FILL COMPACTION WITH RANDOM FIELD DENSITY TESTS IN ACCORDANCE WITH 2. SPECIFIED 28-DAY COMPRESSIVE STRENGTH: 5000 PSI. 400 COLUMBIA ST. REQUIREMENTS OF"STRUCTURAL TESTS AND SPECIAL INSPECTIONS"', IBC CHAPTER 17: B. PENETRATIONS OF SCREWS THROUGH JOINED MATERIAL SHOULD NOT BE LESS THAN 3 EXPOSED UNIT PLACEMENT X SUITE 240 THREADS 3. DO NOT PRE-GROUT BASE PLATES• ,, VANC. wA. 5. COMPACT STRUCTURAL FILL WITHIN 5'-0" OF RETAINING OR BASEMENT WALLS WITH LIGHT-WEIGHT, HAND-HELD . PLACEMENT OF REINFORCING STEEL X C. WHERE FEASIBLE INSTALL SCREWS FROM THINNER MATERIAL TO THICKER MATERIAL. 9s66a-3�� ` EQUIPMENT. EXERCISE CARE TO AVOID DAMAGE TO WALLS. STRUCTURAL MASONRY GROUT SPACE X D. SCREWS SHALL BE INSTALLED AND TIGHTENED IN ACCORDANCE WITH SCREW MANUFACTURER'S 1. CONCRETE MASONRY CONSTRUCTION: 360-693-1621 FOUNDATIONS A. HOLLOW CONCRETE MASONRY UNITS: TYPE I, MEDIUM WEIGHT, 1,000 PSI MIN. ON GROSS SECTION, 2 CELL RECOMMENDATIONS. GROUT PLACEMENT X ASSOCIATES 503-289-2661 ,t 1. FOUNDATION SIZES BASED ON A TOTAL LOAD BEARING PRESSURE OF 2,000 PSF DEAD AND LIVE/SNOW LOADS WITH 4. WHERE INDICATED, FASTENING OF COMPONENTS SHALL BE WITH WELDING. WOOD AN ALLOWABLE ON-THIRD INCREASE FOR WIND AND SEISMIC.. UNITS. CONFORM WITH ASTM C 90. , A. ALL WELDS SHALL BE OF SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE CONNECTION. B. 28 DAY COMPRESSIVE STRENGTH, F M OF 2,000 PSI. WOOD DIAPHRAGM & SHEAR WALL FASTENING X 2. FOUNDATION ELEVATIONS SHOWN ARE TO TOP OF FOOTINGS. 2. GROUT: B. ALL WELDING SHALL CONFORM WITH AWS SPECIFICATIONS. TOUCH UP WELDS WITH ZINC-RICH PAINT. COLD-FORMED STEEL FRAMING 3. PLACE FOOTINGS ON FIRM, UNDISTURBED ORIGINAL SOIL, OR ON STRUCTURAL FILL. SEE "STRUCTURAL FILL OR A. 3f8" AGGREGATE. C. WELDERS SHALL BE AWS CERTIFIED FOR COLD-FORMED METAL WELDING. , BACK-FILL"NOTES FOR STRUCTURAL FILL INFORMATION. UNDISTURBED ORIGINAL FILL MAYBE USED TO SUPPORT D. WELDING ELECTRODES SHALL BE E60XX. B. 28 DAY STRENGTH OF 2 500 PSI. VERIFY MEMBER SIZES,CONNECTIONS&DEFLECTION X FOOTINGS AFTER BEING STRIPPED 2'-0" MINIMUM AND BACKFILLED WITH STRUCTURAL FILL IF APPROVED BY THE E. WELDING IS ONLY ACCEPTABLE ON MATERIAL 43 MIL AND THICKER. C. APPLY INTRUSION AID EXPANDER ADMIXTURE AT RATE OF 4 OUNCES PER SACK OF CEMENT. HEADS GEOTECHNICAL'REPRESENTATIVE. D. SLUMP: 7" + 1" 5. STEEL STUDS OR JOISTS SHALL HAVE STIFFENED LIPS, UNLESS NOTED OTHERWISE, AND MANUFACTURED BY VERIFY MEMBER SIZES AND CONNECTIONS FOR X PER IBC 1705 AND 1707.4 ikv 4. PLACE SLABS-ON-GRADE OVER APPROVED VAPOR BARRIER OVER 6 CRUSHED ROCK CAPILLARY BREAK OVER - MEMBERS OF THE STEEL STUD MANUFACTURERS ASSOCIATION. SIZES AND GAUGE ARE AS NOTED ON APPROVED SUBRADE. E. GROUT ALL CELLS, UNLESS NOTED OTHERWISE. DRAWINGS. SEISMIC RESISTING SYSTEMS ®Zazio , ,� 3. STRUCTURAL MASONRY MORTAR: 1 4 5. ALL FOOTINGS SHALL BE A MINIMUM OF 1 -6 BELOW FINAL GRADES OR 1 -0 BELOW EXISTING GRADE,WHICHEVER 6. PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT NECESSARILY LIMITED TO, TRACKS, CLIPS,WEB STIFFENERS, VERIFY MEMBER SIZES AND CONNECTIONS FOR X PER IBC 1705.4 �� ,_l A. TYPE"S". CONFORM WITH ASTM C1329. ANCHORS FASTENING DEVICES AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER WIND-RESISTING SYSTEMS AND COMPONENTS ` IS LOWER. B. MORTAR PROPORTIONS: OTHER ___.... Qti► f ' 6. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATION TO NEAT LINES. INSTALLATION. ,�I, CEMENT 1 PART PER ICC/ICBO EVAL REPORT 7. PRIOR TO PLACEMENT OF CONCRETE, REMOVE ALL DISTURBED SOIL FROM FOOTING EXCAVATION,NEAT LINES. 7. END BLOCKING SHALL BE PROVIDED WHERE JOIST ENDS ARE NOT OTHERWISE RESTRAINED FROM ROTATION. iirI"idei/LIME 3/4 PART MITT REINFORCING STEEL MECHANICAL SPLICES X L 8. BOTTOMS OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 1-0 VERTICAL TO 2-0 HORIZONTAL 8. SPLICES IN AXIALLY LOADED STUDS SHALL NOT BE PERMITTED. ,� -- , •t,;; •,�;. y IN S AND THER PERTINENT DATA IS AVAILABLE SAND 4 PARTS MAXIMUM 9. EACH FLANGE OF STUDS SHALL BE SECURELY ATTACHED TO FLANGES OF BOTH UPPER AND LOWER TRACKS, POST-INSTALLED ANCHORS IN CONCRETE AND SEE ANCHORS IN ;� u ;�. 4u 9. THE FOUNDATION INVESTIGATION REPORT SHOWING LOGS OF BOR G 0 �' ,� � 4426��,�� ;� C. 28 DAY COMPRESSIVE STRENGTH OF 1800 PSI. AT THE ARCHITECT'S OFFICE FOR INSPECTION BY ALL QUALIFIED BIDDERS. UNLESS NOTED OTHERWISE. MASONRY CONCRETE AND MASONRY' � � l ; � D. PROPORTION MORTAR MATERIALS BY ACCURATE MEASUREMENT. DO NOT USE SHOVEL MEASUREMENT. N ,0 ) +, 11 10. WHEN METAL STUDS ARE USED IN BEARING WALL CONSTRUCTION STUDS MUST FIT TIGHTLY INTO THE TOP AND IN STRUCTURAL OTES '4 f CONCRETE REINFORCING STEEL E. MIX MORTAR BY MECHANICAL MEANS. �) 4. TESTING OF MASONRY: PER THE UNIT STRENGTH METHOD, MASONRY UNITS,GROUT AND MORTAR SHALL MEETTHE BOTTOM TRACKS. END GAPS WILL NOT BE ALLOWED. MOVEABLE SHELVING AND REFRIGERATED SEE SHEETS 85.1 AND S5.1-1 1. REINFORCING STEEL SHALL BE ASTM A 615, GRADE 60. EXCEPTION: REINFORCING STEEL SHALL BE ASTM A 706, EXPIRES: 6-30-2013 ABOVE MINIMUM REQUIREMENTS. FRAMING LUMBER CASE ANCHORAGES I. GRADE 60, AT SHEAR WALLS AND SHOTCRETE WALLS 5. REINFORCING MATERIAL: 1. LUMBER SPECIES: DOUGLAS FIR-LARCH OR HEMLOCK-FIR, GRADE LUMBER ACCORDING TO RULES OF WEST COAST 2. WELDED REINFORCEMENT: ASTM A 706, GRADE 60 A. TYPICAL REINFORCEMENT (UNLESS NOTED OTHERWISE): ASTM A 615, GRADE 60. LUMBER INSPECTION BUREAU (WCLIB). SPECIAL INSPECTION PROGRAM FOOTNOTES: $ 3. WELDED WIRE FABRIC: ASTM A 185, FLAT SHEETS B. WELDED REINFORCEMENT: ASTM A 706, GRADE 60. 2. LUMBER GRADES: 1. PROVIDE SPECIAL INSPECTION SPECIAL TESTING REPORTING AND COMPLIANCE PROCEDURES ACCORDING TO ` METAL INSERTS CONNECTIONS: AWS D1.4. 6. TYPICAL MINIMUM WALL REINFORCEMENT, UNLESS NOTED OTHERWISE ON DRAWINGS: SIZE CLASSIFICATION GRADE CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE WITH THE OREGON STRUCTURAL SPECIALTY CODE. 4. WELDED ' 125% 6" NOMINAL THICKNESS A. EXTERIOR WALL STUDS NO 3 OR STUD GRADE 2. SPECIAL INSPECTOR QUALIFICATIONS: DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE BUILDING 5. REINFORCEMENT MECHANICAL COUPLERS:TYPE 1, 125% F,r o NO 4 AT 24" ON CENTER VERTICAL AT CENTER OF GROUTED CELLS. B. JOISTS NO 2 OFFICIAL FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION IN QUESTION. TYPE 2, 125/o Fy, 100/o F� 6. DETAIL, FABRICATE AND PLACE REINFORCING ACCORDING TO AC1 315, DETAILS AND DETAILING OF CONCRETE NO 4 HORIZONTAL IN BOND BEAMS AT 24" ON CENTER C. BEAMS NO 1 3. PRIOR TO THE BEGINNING OF CONSTRUCTION, REVIEW THE SPECIAL INSPECTION REQUIREMENTS WITH THE ti` REINFORCEMENT. 8" NOMINAL THICKNESS D. POSTS NO 1 ARCHITECT, ENGINEER, BUILDING OFFICIAL, GENERAL CONTRACTOR AND SPECIAL INSPECTORS. 7. TYPICAL REINFORCING(MINIMUM, UNLESS NOTED OTHERWISE ON DRAWINGS): CORNERS AND INTERSECTIONS OF NO 5 AT 24" ON CENTER VERTICAL AT CENTER OF GROUTED CELLS. E. BLOCKING, PLATES, BRIDGING STANDARD OR BETTER OR STUD GRADE 4. DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED TO WALLS AND FOUNDATIONS: CORNER BARS EQUAL IN SIZE AND NUMBER TO HORIZONTAL REINFORCING. LEG NO. 5 HORIZONTAL IN BOND BEAMS AT 24" ON CENTER 3. MAXIMUM MOISTURE CONTENT: 19% AT 3x OR LESS (LEAST DIMENSIONS) MEMBERS. ( A. OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND LENGTH: 48 BAR DIAMETER (2'-0" MINIMUM). 8. TYPICAL REINFORCING DETAILING (UNLESS NOTED OTHERWISE): 4. PROVIDE SOLID BLOCKING (SAME DEPTH OF MEMBER)AT ALL POINTS OF BEARING(MAXIMUM SPACING OF 8'-0"0.C.) SPECIFICATIONS. BRING DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE GENERAL 8. DO NOT FIELD BEND, DISPLACE, WELD, HEAT OR CUT REINFORCING UNLESS INDICATED ON THE DRAWINGS, OR A. LAP SPLICES: SHOWN BELOW: AT JOISTS WITH A 5:1 OR GREATER DEPTH-TO-THICKNESS RATIO OR WHERE 1 EDGE OF JOIST IS NOT ATTACHED TO CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER AND TO THE BUILDING APPROVED BY STRUCTURAL ENGINEER OF RECORD. SINGLE BAR IN GROUTED CELL: 8" NOMINAL BLOCK WIDTH SHEATHING, WALLBOARD, BRACING, ETC. OFFICIAL. 9. PLACE ELECTRICAL CONDUIT NEAR CENTER OF ELEVATED SLAB. 5. A. PLATES AND LEDGERS USED IN INTERIOR CONDITIONS (LUMBER AND FASTENERS ARE INSIDE OR CONCEALED B. FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, ARCHI`�ECT, MASONRY STRENGTH. fm (psi) BY MOISTURE BARRIER, ETC.) AND IN CONTACT WITH CONCRETE OR MASONRY ARE TO BE PERMIT SET ti � 10. SPLAY REINFORCING AROUND SLAB OPENINGS WITH 1" IN 10" SPLAY, UNLESS NOTED OTHERWISE. ROOFING; ENGINEER, GENERAL CONTRACTOR AND KROGER PROJECT MANAGER IN A TIMELY MANNER. 11. MINIMUM COVER FROM CONCRETE SURFACES TO REINFORCING: SEPARATED FROM CONCRETE OR MASONRY BY USE OF A MOISTURE BARRIER MEMBRANE SUCH AS W. R. BAR 2,000 C. SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS 3" + 1/2"TO BOTTOM OF FOOTING - " GRACE-VYCOR,45-LB. ROOFING PAPER, OR SIMILAR. USE STANDARD OR NON-PRESSURE TREATED LUMBER. INSPECTED,AND WHETHER THE WORK IS IN CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS 2" + 1/4" TO EARTH FACE OF WALL , SIZE VERTICAL HORIZONTAL B. PLATES AND LEDGERS USED FOR EXTERIOR CONDITIONS (EXPOSED TO EXTERIOR ENVIRONMENT IN ANY AND SPECIFICATIONS. 1" + 114" TO INSIDE FACE OF WALL 3 16 16 CIRCUMSTANCE)TO BE PRESSURE TREATED. 5. DUTIES OF THE GENERAL CONTRACTOR INCLUDE BUT ARE NOT LIMITED T0: 2" + 1/4" MAIN STEEL BEAMS AND COLUMNS 6. SEE SCHEDULE AND DRAWINGS FOR NAILING. ' 3/44+ SLAB TO TOP AND BOTTOM SURFACES 4 22 22 A. NOTIFY SPECIAL INSPECTOR THAT WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE PLYWOOD SHEATHING INSPECTION IS REQUIRED. CENTER OF SLABS-ON-GRADE 5 27 33 � 1. PLYWOOD MATERIAL: B. MAINTAIN ACCESS TO WORK REQUIRING SPECIAL INSPECTION UNTIL IT HAS BEEN OBSERVED AND f'4 12. REINFORCING LAP SPLICES(INCHES): CONFORM WITH ACI 318"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AS SHOWN BELOW, UNLESS NOTED OTHERWISE ON DRAWINGS: 6 50 74 A. GRADE: C-D, UNLESS NOTED OTHERWISE. INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING e 3000 PSI 4000 PSI B. MANUFACTURED WITH EXTERIOR GLUE ACCORDING TO UNITED STATES PRODUCT STANDARD PS 1-95. OFFICIAL. LAP SPLICES NOTES: C. SHALL BEAR THE AMERICAN PLYWOOD ASSOCIATION (APA) TRADEMARK. C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND $r a BAR SIZE a TOP BARS OTHER BARS TOP BARS OTHER BARS i. ALL VALUES LISTED ARE IN INCHES 2. NAILS IN CONTACT WITH PRESSURE-TREATED PLYWOOD SHALL BE STAINLESS STEEL. SPECIFICATIONS AT THE JOB SITE •#3 28 22 24 19 ii. VERTICAL BARS ARE TO BE PLACED AT THE CENTER OF THE GROUTED CELL 3. SUBSTITUTION OF ORIENTED STRAND BOARD (OSB) FOR PLYWOOD IS ACCEPTABLE IF THE OSB: D. MAINTAIN JOB-SITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. iii. HORIZONTAL BARS ARE PLACED ADJACENT TO VERTICAL BARS A. CONFORMS WITH APA PERFORMANCE STANDARDS FOR WOOD BASED STRUCTURAL USE PANELS PRP- 6. DEFINITIONS: #4 _ 37 29 32 25 iv. REFERENCE CODE:AC1 530-02 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES 108 AND UNITED STATES PRODUCT STANDARD PS2-92. USE HORIZONTAL BARS EQUAL IN SIZE AND NUMBER TO A. CONTINUOUS INSPECTION: THE SPECIAL INSPECTOR IS OBSERVING THE WORK REQUIRING SPECIAL B. WALL CORNERS AND INTERSECTIONS: AL CORNER BAR Q B. IS MANUFACTURED WITH EXTERIOR GLUE. #5 47 36 40 31 INSPECTION AT ALL TIMES. HORIZONTAL REINFORCEMENT. LAP SPLICE LENGTH AS SHOWN ABOVE FOR CORNER BARS WITH MAIN - C. HAS A LOAD/SPAN RATING INDEX EQUAL TO PLYWOOD. . " B. PERIODIC INSPECTION: THE SPECIAL INSPECTOR IS ON SITE AS REQUIRED TO CONFIRM THAT THE #6 56 43 48 37 HORIZONTAL REINFORCEMENT D. BEARS THE APA TRADEMARK. WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE. C. WALL ENDS AND INTERSECTIONS: ONE VERTICAL BAR EQUAL IN SIZE TO TYPICAL VERTICAL REINFORCEMENT. , , #7 81 63 70 54 4. PROVIDE PRESSURE-TREATED PLYWOOD WHERE INDICATED ON DRAWINGS.CONFORM WITH AWPASTANDARD D. WALL OPENINGS: C-9. MARK SHEETS WITH AWPB. SPECIAL TESTING REQUIREMENTS I LAP SPLICE NOTES: EQUAL IN SIZE TO TYPICAL HORIZONTAL REINFORCING STEEL. EXTEND BAR A HEAD: 2 HORIZONTAL BARS, 5. SHEATHING TYPES: 1. STRUCTURAL FILL OR BACK-FILL: - A. TOP BARS ARE DEFINED AS HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12" OF CONCRETE IS FULL DEVELOPMENT LENGTH BEYOND OPENING EDGE. DEVELOPMENT LENGTH IS LAP SPLICE LENGTH TIMES A. ROOF SHEATHING 3/4" INDEX 48/24 T&G AT NEW ROOF PLACED BELOW THE BARS. 0.8. B. WALLS 1/2" INDEX 24/0 VERIFY COMPACTION WITH RANDOM FIELD DENSITY TESTS. B. SPLICE LENGTH BASIS: CLASS B, CASE 1 SPLICE,WITH ITH CENTER-TO-CENTER BAR SPACING OF GREATER JAMBS: 1 VERTICAL BAR, EQUAL IN SIZE TO TYPICAL VERTICAL REINFORCEMENT, FULL HEIGHT OF WALL. 6. PLYWOOD LAYOUT AND INSTALLATION: 2. STRUCTURAL CONCRETE: THAN 3 BAR DIAMETERS. E. FOUNDATION WALL DOWELS: 1 VERTICAL DOWEL, EQUAL IN SIZE TO TYPICAL VERTICAL REINFORCEMENT AT A. LAY OUT PLYWOOD SHEATHING WITH END JOINTS STAGGERED, UNLESS NOTED OTHERWISE. SAMPLE AND TEST ACCORDING TO STRUCTURAL NOTES. CAST-IN-PLACE CONCRETE EACH VERTICAL WALL BAR. LAP SPLICE AS SHOWN ABOVE. USE STANDARD HOOK IN FOOTING. B. LAY OUT PLYWOOD TO ELIMINATE WIDTHS LESS THAN 1'-0"AT ROOFS, OR LESS THAN 2'-0"AT FLOORS, 3. STRUCTURAL MASONRY: F. PROVIDE BAR POSITIONING DEVICES FOR ALL VERTICAL REINFORCEMENT. UNLESS ALL EDGES OF UNDERSIZED PIECES ARE SUPPORTED BY BLOCKING. SAMPLE AND TEST ACCORDING TO STRUCTURAL NOTES. 1. ALL CONCRETE MATERIALS, FORM WORK, MIXING, PLACING AND CURING SHALL BE IN ACCORDANCE WITH: 10. COMPLETE GROUTING OF ANY SECTION OF WALL IN 1 DAY WITH NO INTERRUPTIONS GREATER THAN 1 HOUR C. PROVIDE PANEL SPACINGS ACCORDING TO APA RECOMMENDATIONS. 4. STRUCTURAL STEEL: NON-DESTRUCTIVE METHOD TESTING: CONFORM WITH AWS D1.1. B. ACI 301 "STANDARD ECOMM"RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING" BETWEEN GROUT POURS. FORM A HORIZONTAL CONSTRUCTION JOINT BY STOPPING ALL WYTHES AT THE SAME D. BLOCK EXTERIOR WALL SHEATHING WITH 2 x 4 FLAT BLOCKING (MINIMUM) AT ALL EDGES NOT B. ACI 305 RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING AND STRUCTURAL OBSERI/ATIOIV. PRACTICE FOR COLD WEATHER CONCRETING." ELEVATION AND STOPPING THE GROUT A MINIMUM OF 1-112" BELOW THE MORTAR JOINT. STOP GROUT POUR A SUPPORTED BY FRAMING MEMBERS. (LARGER BLOCKING MAY BE REQUIRED AT SOME LOCATIONS;SEE C. ACI 306"RECOMMENDED PRAC CE MINIMUM OF 1/2" BELOW THE TOP OF THE MASONRY AT BOND BEAMS. SHEAR WALL SCHEDULE AND NOTES.). STRUCTURAL OBSERVATION, IN ACCORDANCE WITH SECTION 1709 OF THE INTERNATIONAL BUILDING CODE, SHALL BE '' 2. CONCRETE MIX DESIGN: PERFORMED BY KRAMER GEHLEN & ASSOCIATES INC. IN THE FOLLOWING SEQUENCE. THE GENERAL CONTRACTOR E. NAIL ACCORDING TO SCHEDULE AND DRAWINGS. ' UNLESS NOTED OTHERWISE, ALL CONCRETE STRENGTH SHALL BE: STRUCTURAL STEEL SHALL CONTACT THE STRUCTURAL ENGINEER OF RECORD 5 WORKING DAYS PRIOR TO COMPLETION OF THE STAGE „ 3,000 PSI FOR: FOOTINGS (MAXIMUM WATER/CEMENT RATIO = 0.55) 1. DETAIL, FABRICATE, ERECT, IDENTIFY AND PAINT STRUCTURAL STEEL ACCORDING TO AISC SPECIFICATIONS; 7. PROTECT FLOOR AND ROOF SHEATHING FROM EXTREME WET CONDITIONS. INDICATED BELOW TO COORDINATE THE DATE OF OBSERVATION: 3,000 PSI FOR INTERIOR SLABS-ON-GRADE (MAXIMUM WATER/CEMENT RATIO = 0.50; EXCEPT CONTRACTOR SHALL USE THE ARCHITECTURAL DRAWINGS IN CONJUNCTION WITH THE STRUCTURAL NAILING AND CONNECTION SCHEDULE STEEL FRAMING: AFTER FIRST TIER HAS BEEN ERECTED AFTER METAL DECK HAS BEEN PLACED AND WHILE SHEAR STUDS ARE BEING PLACED A DATE , �,,,. �I �� °' �;. r ,. NO FLY ASH PERMITTED DRAWINGS FOR DIMENSIONS AND STRUCTURAL STEEL NOT SHOWN ON THE STRUCTURAL DOCUMENTS. 1. MINIMUM NUMBER OF NAILS FOR WOOD MEMBERS, UNLESS NOTED OTHERWISE ON DRAWINGS. DESCRIPTION 4,000 PSI FOR FOUNDATION WALLS AND REMAINING WALLS 2. MATERIAL: 2. NAILS IN CONTACT WITH PRESSURE-TREATED LUMBER SHALL BE STAINLESS STEEL. CONCRETE CONSTRUCTION: PRIOR TO CLOSING FIRST LEVEL COLUMN OR WALL FORMS 4,000 PSI FOR: CONCRETE OVER STEEL DECK AT ALE MEZZANINE A. W SHAPES: ASTM A 992; Fy = 50 KSI 3. NAIL TYPE: BOX OR SINKER, UNLESS NOTED OTHERWISE ON DRAWINGS. MASONRY CONSTRUCTION: DURING LAY UP OF THE FIRST SECTION OF WALL WITH SPECIAL REINFORCEMENT B. C, MC AND L SHAPES: ASTM A 36; Fy= 36 KSI. CONNECTION NAILS REQUIREMENTS NOTES: C. STEEL PIPE: ASTM A 53, GRADE B; Fy= 35 KSI STUDS TO PLATES- END NAIL 2 16d COMMON OR 3 10d A. UNLESS NOTED OTHERWISE, CONCRETE STRENGTH SHALL BE OBTAINED AT A MINIMUM OF 28 DAYS AFTER PRIOR TO GROUTING OF FIRST LIFT. D. STEEL HSS SECTIONS (ROUND, SQUARE, RECTANGULAR): OR STUDS TO PLATES-TOE NAIL 4 10d PLACING AS DETERMINED BY LABORATORY-CURED CONCRETE CYLINDER TESTS. COLD ROLLED: ASTM A 500, GRADE B; Fy = 46 KSI TOP PLATES & BOTTOM PLATES B. NO WATER SHALL BE ADDED TO THE CONCRETE OTHER THAN THAT REQUIRED BY THE MIX DESIGN E. STEEL PLATES: ASTM A 36; Fy= 36 KSI - SPIKE TOGETHER 10d AT 8" OC APPROVED BY THE ENGINEER OF RECORD. WATER ADDED AFTER INITIAL CONCRETE BATCHING SHALL BE F. HEADED STUDS: ASTM A 108, GRADES 1010 THROUGH 1018 INCLUSIVE. - LAP AND INTERSECTIONS 4 10d EACH SIDE JOINT i o SPECIAL INSPECTED. 3. CONNECT ALL MEMBERS WITH HIGH-STRENGTH BOLTS. FLOOR, ROOF, CEILING JOISTS / C. PREPARE MIX DESIGNS FOR EACH TYPE OF CONCRETE BY EITHER LABORATORY TRIAL BATCH OR FIELD A. BEARING TYPE CONNECTIONS, TYPE N: -TO PLATES OR BEAMS- TOE NAIL 2 10d yti . -- EXPERIENCE METHODS AS SPECIFIED IN AC1 301. i. PROVIDE ASTM A 325, TYPE N TYPE X BOLTS AT ALL LOCATIONS NOT NOTED ON DRAWINGS AS TYPE SC. , �„� q BLOCKING TO PLATE-TOE NAIL 2 10d I v D. USE PORTLAND CEMENT TYPE I OR II; CONFORM WITH ASTM C 150; SUPPLY FROM 1 SOURCE. ii. PROVIDE HARDENED WASHERS CONFORMING TO ASTM F 436 UNDER ELEMENTS TO BE TIGHTENED. BLOCKING TO JOISTS - EACH END 2 10d N Q E. AGGREGATES SHALL CONFORM WITH ASTM C 33 AND BE THOROUGHLY CLEANED AND WASHED PRIOR TO PROVIDE NUTS CONFORMING TO ASTM A 563. CORNER STUDS 10d AT 12" 00 I a USE iii. TIGHTEN TYPE N BEARING BOLTS TO A SNUG TIGHT CONDITION. . g F. REPLACE UP TO 25%OF CEMENT WITH FLY ASH. FLY ASH SHALL CONFORM WITH ASTM C 618, CLASS C OR B. INSTALL HIGH-STRENGTH BOLTS ACCORDING TO ASTM STANDARDS. PLYWOOD SHEATHING CONNECTIONS 'o ', F. CONCRETE MIX STRENGTH TEST DATA SHALL BE PROVIDED. C. DO NOT WELD TO HIGH-STRENGTH BOLTS. 1. ALL NAILS SHALL BE COMMON, UNLESS NOTED OTHERWISE : co G. CONCRETE EXPOSED TO WEATHER SHALL HAVE 5% + 1% ENTRAINED AIR, BY VOLUME, AND SHALL 4. GALVANIZED BOLTS(WHERE SHOWN ON DRAWINGS): HOT-DIPPED GALVANIZED ACCORDING TO ASTM A 153,CLASS 2. NAILS IN CONTACT WITH PRESSURE-TREATED PLYWOOD SHALL BE STAINLESS STEEL. CO j o CONFORM WITH ASTM C 260. C. 3. ROOF SHEATHING (SEE B/S1/2-5) 3. CONCRETE MIX PROPORTIONS: 5. ANCHOR BOLTS: 4. WALL SHEATHING (1/2" INDEX 24/0) t ',., v A. PROPORTION ACCORDING TO ACI 318, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". A. ASTM A 307, GRADE A. A. BLOCK ALL EDGES NOT SUPPORTED BY FRAMING MEMBERS WITH 2x 4 FLATS, MIN.(LARGER BLOCKING 11-0029-01 - ' -�` B. SUBMIT MIX DESIGNS, WITH COMPLETE STATISTICAL BACKUP, FOR REVIEW. B. PROVIDE WITH STANDARD WASHERS AND NUTS. MAY BE REQUIRED AT SOME LOCATIONS; SEE SHEAR WALL SCHEDULE AND NOTES.) PM: <.., o I 4. SAMPLING AND TESTING OF CONCRETE: C. GALVANIZE BOLTS(WHERE SHOWN ON DRAWINGS)ACCORDING TO ASTM A 153,CLASS C. OVER-TAP NUTS TO B. NAILING: - N) Q A. CONCRETE COMPRESSIVE STRENGTH OF LABORATORY CURED CYLINDERS SHALL BE TESTED AFTER THE AT EDGES OF EACH SHEET TO STUDS BLOCKING no CLASS 2A FIT BEFORE GALVANIZING, ACCORDING TO ASTM A 563. DRAWN: GM .- `I 1 I SPECIFIED PERIOD AT 28 DAYS. 6. PROVIDE BEVELED WASHERS AT BOLT HEADS OR NUTS BEARING ON SLOPING SURFACES. & PLATES 10d AT 4" 00 ›, '- co B. SAMPLE, CURE AND TEST CONCRETE CYLINDERS ACCORDING TO APPLICABLE ASTM SPECIFICATIONS. AT INTERIOR OF EACH SHEET 10d AT 8" OC i ( 0 8. WELDING: -o l i N = STRUCTURAL b.f. NOTES N N ' t_ r j Q O (0 C7 r v N Y'? Z N 1 pYLti Q ei !1 , 1 .�ss . . . • ,I . 4 1• '' 444-••• •••••......... -.•-•.......... 0 I / • ' I c) T Fre T . „ I , , - STORE #00375 ® 7 1 TIGARD I 0 ,, El ,,'.',, • . . 11565 SW PACIFIC HWY ___L______ , CI TIGARD, OR 97223 ,:, ,,', , \ _ ---- r, A ' , . 51.4 0,' FRED MEYER STORES • c:J ®. ® ® ® 8 ® 8 ci 10 8 8 g 8 g 1 NC. / 510'.7 1/2' 3800 SE 22ND AVENUE 1 , 2714" 9'.9* 3T-8" 43.-5° 43'.7 43'.5' 43`.5' / 45. lo.-o- 33,-.5. 7-4' 30.-3- 81/2 , 13.-1* / 43.-0' 43.-o• or-cr 1-3* PORTLAND, OREGON, 97202 i . x_____. 503.232.8844 r/Y\..__,_._x__._._x__.__x__v_x_._x____-t T N I' in 503.797.3509 FAX 1 1 NM ..1 1 0 .' ........ 0 r-\,, m 1 I 0- - ,.........,_ / - - , \ ® , . • r + A ' '■, / ... )L.,.r.■ 1 0 I .......... , , . 7 \----\-- — ,•,'4 ., . ,. ...„,....,:••.• ''' 1, ..\•• " Wris7:•• ...:-•::'"::".:-.-• ... —, 1 ( I N\\\ .i•i . -• •• , • ... . • -•,. / , _..= c_ I- :,::....1 '..':.., •:::• •....,_. ,,,, . . .. . ...„.. ,.• . . ,..:•••• ..: , ::.,,,:,l, •'• ' ..., •• • • , , wommoi\ L‘i. 4\./* *At# 1 7 ' '" ."' - ' ' ' . • ' • ' '•'- ••• ' ill : . .'::. ."--- '' Igiblaiiii :~ •".:-',.._ .. . • • • .••:' '''' 4*1 . . _,...._ / I , .1 ........................ " - s - . • - •''' . ••• ',., ••• ••••••• Nr---- . ,,.. ,..,... . •... . : .• ..,, ® / , ••• . .:: ..,.. ...•,. , ,, .... .. . • . . „.,.. 7 _ ,..,. ... . .. ..•. .,. .„ ...,,,,...,..,.,,. ,,,,.., , , _ .,,, i ..... .. . . .. ... ,, _____ ..,... ..:._. — .::.:. . — .s. ,,....,.. .___ ; _ ,, , ::. A.', I, I I 111.11M=MMIONI............... 0 • 1.00000000.00 ) a ilk•- ,',••• ..- ,,,--741y ups - A. --I - - - — E — — \ — 8 _ - . .... . . .. .. :,....•". .. • . . ..• •, •• •. .. or AIRLIAlk II, I .. „.,..:....,,..1....I,.f.....,I,..,..:..... ,.....•..1..,.......,............1....,.....•....,. - • • . • • • ' •-''" ' - ' - • l ,. .• .1. .. . ... , . '' . . .... . , . . . . , ,. .,• . .. .. , 4 - - ■ 4 I , . ° r 14 Ala TYP 6 ,..• , . ;..•; .......• . . . ,. , . , . .• . . . . . • . •• . ., ..r• .,.. .. .. • • •, •• • • • • • • • • - .. ... ,..,. ,.. .. •,. ,. .. .. .. .. .. , ...... •: .. •• • .• ' .. • 1 .• • ... . , • • . .. . . . • . . ., . . . .., ., , .. . • s. ,.,. , . . .7. '1' ...,. 4..,.1 ... ,. ..... .,. .,....,,... .. .,........„ Mr FREEZER .. . . , ..,• , . ..,• . . . NV V.- ...'."..-' ...''' '... ..... '' ' •t-. TYP. Var PER PLANS ... ....„. ..,. ....... . , ... .,„.., ,.,. , ..,. ... .,, ,...... .,,.... .... .,. ..-,.• . . •.. : ..•:.• . • ' • - • • .. „ •,. •:•• •. .• •.• •. . .., _... .... • A ... , 4 ... •• •0 •• • ' h 44---43---------- ..-. Er - ----i 171 L. .,— ,..:. , . .. ....,,........, ,. ... ,,....;...:,•- ..: . ,.• ..., —3, . . . .... . . . i /// I , ,,,.. . , .,..., , . • , / 1 '•:', If---I 1•;, \ I ';•,-;, li 11 \ 1 \ . NORTHWEST 1 .. 8 H--ii a . , 1 D ',,, COR / I, 1 csi, .,.... , 1 — . (REMODEL) K—\--1 —1 T L.. _ , . . 1 \ 1 ,,.....w,0„ Consulting Engineers \ I , .. ,, - , Structural/Civil WI 1011"..,FAILI 1110. 7 L _ I a , •, L \ s4uoorrEco2L4UoMBIA ST. , D , , —1 —1-- e, 7---- 11---- 7 . , , , , , , MER VANC. WA. 98660-3117 -- -h— -1-- —T — I 1 1, ----7 • 1 I 1 I I -:: • 7 \ • I • _ ' '•• 4GE LEN 1 t%. 0 . , , , , , ,, , , .. 360-693-1621 •A ASSOCIATES 503-289-2661 1 , '.e I I— I — . I I -------- <> , ' I —441111111 —+— 0 . \ ____Atf7ii r 0:if.:1;11:,;• yi./(1/ HA - i a? 4\1 \1 Clit jk 1 ';',' t * 11— /`1 1 1 i 1 r ,Li T;',..; t' ----(f- 111114HII II II L. ,uit +---- H \ç _ ® , , • I 'il' *0 (NI .:?_ 1 A, '' I j g C% .0. C ma t , . / A,4) ! I4 Ii. _ I 1 ,_ ow MI I , , I C. GE/A\--*N 1/ 9I 1 , „ ' 1Pr:` I I .• i> <> 6 I II ': \%hi, EXPIRES: 6-30-2013 ... 1 ,. — I ____ 1 , Jr , 1r 0 , 1 1 I ,[1- 1 I , ,.., A, , i r IP'A'MI frp 11* t --t -± t 4 i7- i2 '`■,. .. ‘ft 0 I — _ r -± 1— t — . 1 i I, j ' Z / + + + + +. \ e ' ) cl' A z? , 4- + + + cs, + 0 El 0 0 0 0 Vir + + + + 1 I + + + + + t A 1 \ + + + ÷ . + + + + +I, .4■•■ , \ + + + + 0 ■ .■.0,. 1.1—• \ + + + + + —f- ,...:: ,„, + , +.1. ,,. 1 :is ERMT SET ,,, \ ..,, .............. .. , L__. 4 El El- , I 1 4 , -,:-.7 e ,,, \ „ 1 1 \ -11--- ,..? 11 .30. 11 ' \ ,.. . , _ - - \ T 1___ 1 .. ft - - - I ® , I---- \ C3 . '. raaL 9 \ ) , 51.4 ...===. , C.01 \ ______ 1_ _ I / 1 I r ■ i., ii ii — c _ ry . $ g , A II ' Pil , I 0 '1 WP ■ --.'"-- r V . k0 I '■.,::'' I 1 ,:,',-• _ _ . 't‘ ''■ / 0 1--- - CI 6' _ _ ___ _ _ . ....., ,.- b., I ,...._...... , ", ..... ,, : .„. , .. ... ...:....,,,,,.,"...,..,.......„,..„, --A-Tr , . _ _ , .:Ai:::.::.:,..:-.....:-,,,z,.......,..„:„....., ,, l'- -zft-_-_Ls--T / -1 ------1- 1., , ••••.••. S .. . .. ,.., 1T- .•.,... . ,• s • ....••1'.• . •• ••••r •••••••••..•••• • •••• k . . , . . 1 1----- --1 ,,, . zr. .. t„;,,,..:, , 1 1 1 i 1 , I • • Lin. Or 0 0 ■■■ .—■ .■ ..- I loo A ,....._ I I I I B I I I I I I I •., VW •, , , ,, , • J J, 0 0 0 0 A DATE DESCRIPTION ,.., PLAN NOTES: 1. ABOVE PLAN FOR REFERENCE ONLY SEE CIVIL AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS 4 INFO NOT SHOWN 2. SEE 50.1 FOR STRUCTURAL NOTES 3. NOT USED. . 4. SEE 51-1EET 55.1 AND 55J-1 FOR MOVEABLE SHELVING AND REFRIGERATED CASE ANCHORAGE DETAILS. SEE FIXTURE `-c-i; AND REFRIGERATION PLANS FOR DIMENSIONS, SIZES, WEIG1-ITS AND FIXTURE INFO NOT 51-10U.N. 5. .:;:-,:•••'..,...c...,...:,‘...:, INDICATES DEMOLISH EXISTING 5.0.G. AND REPLACE WITH 5' S.O.G. UJ/FIBROUS REINFORCEMENT PER NOTE "8 AND ...,.,'•;':__-_ o ';'''''...... .'.• --.- SPECIFICATIONS (NO SUBSTITUTIONS). -; 6. INDICATES DEMOLISH EXISTING S.O.G. AND REPLACE UJITH 4' WEARING SLAB OVER 6' INSULATION OVER 4' 5.0.G. Wit‘t. . . () 18"oc EA WAY (FREEZERS). 1. 1- + + + INDICATES NEW 4' 5.O.G. W/ FIBROUS !REINFORCEMENT PER NOTE "8 OVER VAPOR BARRIER OVER 4' CRUSHED ROCK + + + CAPILLARY BREAK OVER APPROVED SUBGRADE (SEE STRUCTURAL NOTES). 'L',`•"7:3 1--- , ',;•,.q) L. a. FIBROUS REINFORCING BY BUCKEYE TECHNOLOGIES, INC.: BUCKEYE ULTRA-FIBER 500 FIBROUS REINFORCING PER ASTM C1116-08, TYPE IV. "cc, H-, o ,....-- 9. PROVIDE EARLY ENTRY SAWCUT CONTROL JOINTS AT ALL NEW 5.0.G15. PROVIDE JOINTS AT 101-0'oc EA WAY MAX FOR c!, ,•,, „.., 4" SLABS AND AT 12'-6'oc EA WAY MAX FOR 5' SLABS. RATIO OF LONG SIDE TO 51-1ORT SIDE OF SAWCUTS NOT TO ie-,,, - E 14._ EXCEED 2:1 RATIO. SEE DETAILS 2/53.1 AND 3/53.1. 1 1-0029-01 ' , 5,-, 8 1 :,•.,.. , PM: -2 ;.-,,s (-3 co (3 C7)'Y ' DRAWN: GM .= ..,,, 1 i A FOUNATCN ;' ' EFE : . NC E PLAN t...„ , _ co 5 Vc-s :§ 61.1 ' , 1"=201-0" FOUNDATION s gi T. ,'(\i `.:,,- REFERENCE 1 , 9 . n,. ,.., ,,, cf... , . — — PLAN Li:- G o ; .. a) ,,: '',.., •'-`4, ■ ,..., . -,,,,:, cb L.... s 1 1 ' , ' . . , ,•,. „.„....,---.,..., ___...--...„.. ,-' 19 20 .„.....,..--,..., 1 , 21 22 -----....------ ---....--- ------....----- .- - - , • • ,, „ , ' - — - 1 , , , , , , , r Ft ,,, ,, / STORE #00375 , • TIGARD ,,•, 30'-3” 8 1/2'1,,I, 13'-1" 43'-0" 43'-0" 40'-0" 1r-3" /,r / / )'' 11565 SW PACIFIC HWY I 10 13 TIGARD, OR 97223 , o J -V" NOY \S / 531 s#N \ ---,-- T —7- 1 Lc/P / , / \ \ 10 0/ 0/ \* \ \ ---1 I i., 10 RUN CMU TO FOOTING \ Ti-IIS SIDE OF RAMP. , Nct.\ \., — FRED MEYER STORES \\... __. _____ ___, p Aliallkw, 4 ,0010, \ . i „ ,t‘ \,„, , , \ _ _, +I 53.1 TYP. TIP INC. , . TYP. ALL p '---- ---- ..' \/ At° Atc-ccircl+H li, p:„...._ ___„....„, ■.• A NEW COL. lit, ---\ GRID R. 3800 SE 22ND AVENUE =..,............................_=• 9:111=1 ° -4\ Air _ 1111111111 _ 111” riL , PORTLAND, OREGON, 97202 .......04.,. -■-■-■ .4- 4 ! 2 SI 2 2 2 2 2 2 2 2 \ R t. __,,lb, -w , ..1..... +.r 1-ws —17 ryas to+ _ al ,.+'am to+.am ,,,+ISE . ‘ \/ co to tow 503.232.8844 1 , to.-P \+tom \+w to+ to to + 1 to+t° + ± c01°+‘ Ili IV I to+ (0+41 (0+w (0+ (Cr \N + Ak ` \ ./ co P \ low+ 50 5,0 ,co 50 I rc0 (0 . 503.797.3509 FAX 4,0) \c6co / Ne,-- --,,?' — — (0 ' \?,- \e,-- \/ 1 — s 1h. \ Ala iiimmin LksiFsT 55:7,1/401RATI....: F.--- * — ,0° \ \ \ NW " CONTRACTOR COORS' LOC'S • iskIkri _4' CONC SOGIU/ ... \It• \It. ..M ..,1411k ) to+ to - 1.___ _ _I 4-1- + iniiiillinhinge iS4 43' 16'oc EW 1 ° to • i 2 -1111111111111111,1111111111/ co sc,?. , _1 _ 53.1-1 1 --- ---- ....„-------„, I I 0 A • 0 0 ;.EC)i e .._.._ 3 __ ....____. Le 9 -----------4ed3-e7-1--------t N1 F---i___, — 1 i ,___ - .-- 20 TYP GRID N.1 A VP NN------ / - I TIFF y.. / . •■`... u, (D) „ , — • —7 „,„,----,,.., _ i I II : — , _ N .-- ) — NORTHWEST ,____ 1 , DECOR I,i ... I I (REMODEL) Consulting Engineers , ;:t '''''-- • ,F (NI l Structural/Civil bl01111t: Ali I 400 COLUMBIA ST. I K a}:A, SUITE 240 `)› VANC. WA. , *c.e.el 98660-3117 _- 46+ ils, I I CEFLEN 360-693-1621 I ! 1 1 I ,,,,,-----...,„ ASSOCIATES 503-289-2661 - - ' 1 — — 4 i — M , •,,:, , i ----....------ L___. _ 1 & , I I I '•.''' I °I? Fo . , i--- ----1, \ ,...„------,..„ i ) t;11 I-- —1 4'9..0 Citaidtg LI ''\ -, 1- ” / Y / -‘!' I I 26„" - ! k 1)› to , ItFP 1 //ft I , , + , ”:, I a 1 :17:: I,.REs6.::::::: _ L I '■ '4:1 'I,.,, I I I - ',;I ,\+ '', ,s' •?'''3) ,,. '''', I 1 -,,' I Z*9 ','- ;:r co PERMIT SET 1 1t30. 11 I. 4, I 32-3 I Ali _ ---......„J.1 2: ■.... I E I 1 E , — I - - ,..1_0 I ' <07 i ; =';',, <0+ I 9 I I . , —4"---"' 3 I ' r - - ' • 1 '"Hr J II _ J... ,......... I I I ' 1,t, ■ 3) CO I ce) "l'muillL......... -- --- ----, : I k I A DATE DESCRIPTION , :L TyF. '6? ; to to+ '- I „...... , 1 , D ' co ‘ 1 i to----- . A -.),-„.. . ','', to PLAN NOTES:: : 1 c) 1, ,f,.,co • ..0 7 2'-6" Mir \e- I. ABOVE PLAN FOR REFERENCE ONLY. SEE ARCHITECTURAL DRAWINGS FOR ----- •'-'' 1 '* ) I 1 , DIMENSION INFO NOT SHOWN I 7 --f---- l'----- _ 2. SEE 50.1FOR STRUCTURAL NOTES --o -- L. - D F.1 3. SEE S1.1 FOR ADDITIONAL INFORMATION ,,, ...... cb ,___ _1 4. INDICATES EXISTING FOUNDATION 0., -.. \/ o (1) " , I 5. = = = INDICATES NEW FOUNDATION. ,- ,,,, I ''' ' I 6. C.J. INDICATES SLAB CONTROL OR CONSTRUCTION JOINTS. PROVIDE JOINTS AT •:- ., ---c- . 1 T„- ,. — '`E iLL: -(1 10'-0"o.c. MAX WITH LONG SIDE TO SHORT SIDE NOT TO EXCEED 2:1 RATIO. SEE 11-0029-01 - I? DETAILS 2 AND 3/53.I 8 , C6- 1 PM: I E . PLACE s.o.G. OVER VAPOR BARRIER OVER 6' CRUSI-IED ROCK CAPILLARY ,,,H , ' ,Y, I t 2 -- -4--.- ': I I BREAK OVER APPROVED SUGRADE. DRAWN: GM I 13 S. 0 INDICATES FOOTING SEE FOOTING SCHEDULE 1/53.14 g" E .. -- al ,..... 0 T 7 ,,,,-.....„ 9. SEE DETAILS 4 THROUGH (B/S3.1-1FOR STANDARD CMU DETAILS. ,N ,--- 10. SEE 6/53.1FOR PIPES RUNNING PARALLEL TO FOOTINGS AND DETAIL 6/53.1 FOR ---- H I F PARTIAL PIPES RUNNING PERPENDICULAR TO FOOTINGS. -cp P c\i 6 L I 1 _...1 I 11. SEE ARCHITECTURAL DRAWINGS FOR CMU PROFILES. FOUNDATION CR 9 ,' c\ ,.„. PLAN A • f:'ATIAL FouNro)AT oN PLAN , ' 61.1-1 1/8".11-0" w ,''', .C.3' zc--...- . r-t —T ,s'', tll L ..... .44.1 ,, , 0,... , 0 .3) ,:', -1-- ..--- S 1 :I IIIIN 1 Lli 152 t''-' CI: I ' 0 CL, ■ , , .' '', ■'-''' ,'''', '',1 ' - ' ': "il'V'' 'r:', `„,,';',,','' +;; i .::,' . . : .- 4 1 - I . ..„,-- ,,,,., ,..,,,./ ...., tar ni ''"irr i e r _..,_, , , . . re ri ' ' ‘‘: ,:,, F :, . ,,,, STORE #00375 : , ; TIGARD ; i , ■ I 2 47 1 ! ' , ■ t i r- , , (.. • i . .„,„ i I ; , . . 11565 SW PACIFIC HWY I TIGARD, OR 97223 ' .,', • L 1 I , , 1 ; : I , L_ __ _. _. ___ . , 1 L • I I, ,.._ ___ _ _ 1 .•,, ! I , , I 1-1-1 I 0 0 ; i ' i ,, 1 (15) o o 0 0 , FRED MEYER STORES , . 1 1 . 0 III, El INC. . i _. 1/ I , I . „ E:-0'-8." I I I 3800 SE 22ND AVENUE •:,‘ i 1 , ' 1, PORTLAND, OREGON, 97202 , I ---- - -- - -- -- ----,--. .--- .- -- ---- -- --- ---- --- r . I I I , ' 1 i> n \2 1 0 -21- *.‘, li2 r 503.232.8844 3 11-71 -- - - - - - - - - -- --T- -- -1 /Ts' L _ _ ____I 503.797.3509 FAX --1-- (E) 51-61x51-61x12' I' I, CONC FTG I' FTG 1, TF.E...-2'-6" 1 ! , e 12'oc INTO ---- - , (E) FTG Ul E 5" EMBED HILTI - ,,■, HY150 M X-5D ADHESIVE e ,r, &.i it ; CNTR OF FIG F4.5 1 ..._ • ,., ,,,r...:1 le 1- - I r _ .„,...„....„ 53.1 \-/' --- (E) 2'-0' SQ FIG, TIP. i 1 1111111.1"."." ■11111 • i 02 i • ----t B1 , 1 ......i. ..... /1 , DEMO AS REQ'D ! •• I 4' CONC SOG L _J i i • L _ i L ,__, ....., ____, . •' 1 1 !, A aik, :0•0' 7 PI I :11 N I F6)y ( ,c1 , ,,,,,, 111111111111.1111,1 ' C , S1.5-1 111111111111111111111■10 ' I ). #E1 VEIP '41111111111111111111/ r - , _ f-Ai miz--.1 ; 1 I CONC FTG - - - _ P.I'' W A TF.E..,-2'-6" 1 - $1•f' 401 5 12 - 'I"' ----......--- J 7 -4-) f i I --1-. i 1 , '" , 1 71 I ‘e Illar Mr ' S3J ;___ - f--- 4-- - .L4 I L ,,,,„ 1- - -1 ! TIP. ask 14 I I - ..............,_ .., .......- ....... i NORTHWEST pip w I i I ,6.) , , _ _ „ , TIP 6 COL.. L ___I o I I ,, 1._ _ ,,......_, ,r ,. ,.. _ _...i kani■Ait,Itotiiicit:Praz,, Ak,i1A11,7,,, ct)rnusurt,li.t4sirno% rilv?lineers I DECOR .....,- 1 ...., ,- ,r 1 ! 44) , ' dr to) (REMODEL) , . \., (E) FTG - A 0" i(- TFE.,4-0" - - • ' _ __i _ I -.. I . F -I (Fe) _ (E) 6'-01 SQ x r-Ø, THICK FTG ------ ,D 400 COLUMBIA ST. PI 16 I • 1 , I , , I ' 53.1-1 ' Ii )..*--------- 8' CONC UJALL WI K , :kMR SUITE 240 VANC. WA. TIP. L __J . I '5612' OC EA. QUAY 98660-3117 13 CiRilD F TO 3 J CEREN 1 360-693-1621 8 53J-1 TYP. ASSOCIATES 503-289-2661 53.1 F i- 7 (Fe) c I I ,s L _1 a 1 I I I 0 F 1 ___ Allik 1 ------„----- - ifii4 (F6)F - -1 1_ ngir il 1 I 40,4 6 col -1_1 E _-1 tifig, i • , / / ', Arpr I 1 I 1 7 ,....... ; , ,. 5 FART I AL FOLINE)ATION FLAN Ma - - I - 1 i itili 4w/ _ 4_ Ili _ 41 I 114°j -I T 1' _ _ _ ... , a\k-- _.1 1 (E) 5'-61x5'-61x12' •' S1.1-2 1/8"=P-0" TIP. I -' -, o. i ,•r,.\-\ ' ,;:,,,, • F -q)(bi- ilik ,- od • _ illy EXPIRES: 6-30-2013 , , , i , s'a Ix kb+ 1 P 4 I 90t 1 I co 4 . 0m ____ iii,* L ,,„ , -;,_ F Jr ,,,,,: ,,, 0 4,, 0 ..........................vim ';''' ,''''' 40 ilr, 1---- i II 4) ■ ,.,, '0 (F4 le 0 I' ', '.., 1 • wy .42kr, 1,111:11.war . , I SEE 12/53.1 FOR : I :- 11111111111011/ ___ BASE it 4 ANCHORS fip I fl I ' I-ISS 8x8x1/2 • 4' CONC SOG SEE NOTE 1 I , 4 I 13 'PERMIT'k;11- SI Eij1"° ,_..L_ co ' '<‹; MP S3.2 i ROOF ELEVATION ,/\, 1 • E ___ ,. , 0 ,,_ 00,„ TO PARAPET 11 .30. 11 'TY5P13211 ' ‘1:1".' 83.1-1 1 , (E) 6'-6"x6'-65d2" I , Alik c, ii 11?-1 __, CONC FTG L \ _ W VP , , il • is TF.E..-2'-6' N,, -,- II 53.1-1 , , p i • 12 ..____.,. .--- (E) 6" CONC WALL ,,, # la 4i 53.1 I 53.1 Typ. , ,,,',: 53.1-1 q5.113 191 , 3-S VERY EA FACE , . . _l_co+Ai -V ./' :3. I 11011,...- 6 3'oc c-Fi 1. 1. _ - x c0 (b‘ 51.5 ,' ev- KF4) ifIlik 2-Sx15-0 co .e,co LI 8° THICK CONC WALL WI p ..,., P ' / I Vir ,..7‘. ,,,,„/"----- s'5 6 12"oc EA WAY . - - - - co Sx61-01 EA FACE TIP 6 11 n • B / I v v I 1) OPENING CORNERS AEI - 51- 4' L.- T - "- 7 0 .----- -- *?-- r 7-? ift ,,• 11 L 1 ....._-.__. Alb.. , :1,,,,, • D . lik _ / ' I ' I 1 \ FE I LN El VA FT 1-.1 0°N°fR r c>" co-est i I \ 1---- -1 -_._ - - . L , / , 1\ 1 __ _ ___ /I/ , Ir\ 1110 47 Li Alik HAP --6E)--F-b'xrii-eix12' - - \ .Rk .4" - sv. NI/ / 22 1 CONC FTG \ / (E) 6'-0° SQ x 14° \ 'P I I ire 0-- . I , ,.',. TF.E..-2'-6" ,-------- Adak i 53.1 1 -01 WIDEx31-0' 18 THICK FIG ,.....\,.0. THICK FTG TYP. - _J -1.1.4) co sv. •' ,, ,alk Vilir S3.1 ';, •• .0-' , 9 W ler TYP. I ;, A DATE DESCRIPTION I I I C ELEVATION ,--- -- . Qci. , i, - 611-2 N , 1 L. __ _i ‘,-_-_ I ..... PLAN NOTES: ''..7 ci "C I. ABOVE PLAN FOR REFERENCE ONLY. SEE ARCHITECTURAL DRAWINGS FOR . / 451- DIMENSION INFO NOT SHOWN - --' </I - 2. SEE 50.1 FOR STRUCTURAL NOTES ,'„_-.;-1:3 -"-- P I - 3. SEE 51.1 FOR ADDITIONAL INFORMATION ':,,,,"-,.Q) L. / ,, .:.4.--. (1.) 4. INDICATES EXISTING FOUNDATION c''' ; ,'--E3 ns, B.1 - - ist ,..., 0 - -., .,: -----......----- . = = = INDICATES NEW FOUNDATION. L I b. C.J. INDICATES SLAB CONTROL OR CONSTRUCTION JOINTS. PROVIDE JOINTS AT Li- 1V-010.C. MAX WITH LONG SIDE TO SHORT SIDE NOT TO EXCEED 2:1 RATIO. SEE 11-0029-01 ' 8 r I I I DETAILS 2 AND 3/53.1 PM: 11 o 1. PLACE S.O.G. OVER VAPOR BARRIER OVER 61 CRUSHED ROCK CAPILLARY c-, BREAK OVER APPROVED SUGRADE. DRAWN: GM %.... , ,,, I 1 ___...------„, P. a. C) INDICATES FOOTING SEE FOOTING SCHEDULE 1/53.1-1. I s. SEE DET,4ILS 4 THROUGH 9/S3.1-I FOR STANDARD CMU DETAILS. .‘")S ,-- • A - - .7.,J__ _ -h - -. '-' ' -'--,../-- 10. SEE 6/53.1 FOR PIPES RUNNING PARALLEL TO FOOTINGS AND DETAIL 6/53.1 FOR PARTIAL , Eo. , --- , :: PIPES RUNNING PERPENDICULAR TO FOOTINGS. 11. SEE ARCHITECTURAL DRAWINGS FOR CMU PROFILES. FOUNDATION mu, ,,,,,,, - -,..... 0 Q., PLAN 8 ma, A , , ' ART I Al... FOUL ID AT ION PLAN ,:_ ,,,,,,, , , ,, , 'il p (..) G1.1-2 ., I/O"...l'-0" z ,4- .q.) . ••_...0) ,;,;,-,z, ,-----, z 474 '',k, `-' ' 0 ' ', (1) T.5 ,V.""" 0.., 1 El.0 ,s`c3' ---- S 1 g :2-,--,_ ,•:,'J 1 ....„. ,,,,,. ,,,,,,,„.4, ,_,.,. „.,,,,,,,,,,,,,-,,,,,,,,,,,„; , . ,.„,„ „,,,,,, ,,,, , „, • • • , I' '�,: m T t e ,ii'' �5 STORE #00375 TIGARD ' 1 1565 SW PACIFIC HWY i' r TIGARD, OR 97223 ,IIAIi�iS ,� �. �.i� ..� ,� -� FRED MEYER STORES 1 2 4 6 8 10 .12 14 15 • 17 18 19 19.1 19■2 20 21 22 / 510`-71 2" 271-4" 19'-9" i 33'-8" I 43'-5" i 431-5" I 431-5" I 43'-5" I 43'-5" 110'-0" ► 33'-5" 19'-4" I 30'-3" I/ / •56'-91/2" I 43'-0" 40'-0" 1'I• " 3800 SE 22ND AVENUE / / a/ / / / / / , / / �' / / // PORTLAND, OREGON, 97202 I t\, 503.232.8844 _ 1 I 503.797.3509 FAX 1 I I A I I I I I I I I I I I I I 1 ,. 74VIY LI 1 e tEtit - -In,- - - - - - -�---- - - - - - - - _ "' - - - - - -r-' - --.-�- J' 1 I _I x --'_' 4 £ i i f i i i i E ) fi ii t i y 1 { i i - / ' i ® o f I ! 1 {: y I j t i i 1 i t 1 i• i : . ( 1 G ( I o' E f t jI 50114. 20 GA 1'eoco r- 1 1 i i i i .,'` ', u `" FME-96 ML OEM �•�' ,> .y 1 I • .r ! k f j ! I I , I i i k r I't. ! } i i I 1 1 ° j I ",\' ,i 81M i i ' • - -ter �� -{ S .--. • .-. , . f T �1 .--1) 1 �.- i. 1 -j --+ _ , •r %/// //.::..:... ... %///,..:.�•_L. ...%///., .e. // //// //// N/// - ..1,-i•: , I i , , I i {'� i t ] f V i , j + - t WSW) ,-•�4p. f j i ', 7 1 , i < 1 i � I } i 1 + 1 1 1 Q i �° 1� f 1 I I i i i f i t f i i f ,f I i i r t i�i r i !. , i • r 4s , NOOp /i 4)8D i ;. 1• ! % • t I i t i r i } 1 • •RAut c,: �1 y 4 { - T -' i i -^ t i{ i- -<"- � t' 1 - 1 -t I r i _ �0'aG t i i. .1 i 1 • i I I I I I I I 1 i ;i s I , 1 } ! i i m' `m � i i i i • i i a t 4 , i r 1 i i i I • 1 i }1 t i i } $- i -• i �' f t 1 � t t J k !1 k y' TY - r (F)36Cd 2 { 1{ i� i i 1 i ; C NI: 1 I•- I } c I x:' 7 , ; r 1 I e f 1 } i I _1 t i ) I 1 t ] { 1 , f t I I 1 I , j{ { 1 i ± { I ' 1 } { j I s 1 i 1 n I I ( I i i I i 1 I ,, i j j I j j i j I i j I f } I I j 1 !� ? I i Iy + i i I 1 E I 1 , 11 ,; + ' 1 I I 1 1 1 I , ; ! i } ' I ] 4 ` - - - 1 i w # TYf? ( ifs Ibdb GL } _ ( (E)16t S4{6 GU E)Id26 ti t + I E ( (FJ Ibtt6 GI 1 fi 0 i f I(E)MI6_G I ! -- ^ 1 E(E)ibd4li dC f • rr,r. I 1 f!E)Iba9 tl►GI fi } - k i I I i - ; ' I } i ' t 1 - ± _ - I , t i ( i i ; I I i i { ; ! I + ! I • 1 { i I i){ { t 1 i i; t I i I y fi I i f + /� I V = i } I _ { ( WLCR4""LW 2 4449 JOlei•• .1'ae{ \` / i - ! t i t { I { ! i I i f 1 i 1 I i f ! i 1 t t i I } ) { { ,; ® i R ��/� 1 -"i i ` i V } I } i a TYI° 8' i - (E) MALL } i I I _ Gnu , r � / w1. i I i aeaa' i i � 3 i I i ?L.N 'I : J , t 1 ;' i I ? , { i ( I ?1 f ! ' x�I Ds i YULCIpNeT I r aea1e11 JOfBT i 6J4'0c: i i 1 e ; ! i { I I i 1! 4t 1 I i j I ! / I {' 4IOfBT16ip0C I I } I CV j { I t [ i I i i 4 f i I fi `-� , rt kl { { 1 1 ! ( p t ( f i i € , l I 1 i { I I { e 1 ,�� 1 I 1 I 4 f+ I��. j 1 i f�. ' i I I { I I t i I t { r ' 11 } �, I { I I I I I i I I I I j 1 1 ( 1 ( { + �' } I 1 `' I I } j 1 I i I i I I ; I I ! I I 3 i r Im ls, VEIICO 1186.36 I ; # } I i dr i k ( j 1 i i >�42'TJN i ( I a 1 ( i 1 hill t + 3 - { ! i { i I i + 1 • S'-m'0o i t I w, IN J018T1 ( If i { ( 1 I p1 1 I {' f 1 I i ' 1 ! I # I ' I I t j I ' I I I ` i i I j I I d' i 1 t I t 1 f } ( I I I I t I I fi I I i i 1 I ( i I CNI r EQ ! E4 i EQ EO 1 > 1 so i i I I I 1 ( I I I I I I I I ( 11 I i j I ( } I I I { 1 1 f ( t NORTHwEsT P / I fi I - - -- 1 1 1 - - II L - I 1 - 1 I' - I •_ I .�_ - I 1 - -� t � I - I I I i - i - I I I y { I I I '- I I 1 1 -,- 1 1 1 I 1 C'V\ e 1 I ev 1 ! E 1 I t E jj i I I 1 I I ( 1 I I I I ( 1 I 1 # I I i t f i I : i DECOR Q .` j I k I } ' 1 1 1 ; ,' 0:. TO JO , i TO J019T i t TO JOI:T t TO U018T i ! 1 E 1 4 1 I { 1 i I { { I I 1 p 21'-3' I 1 gip 1 1j{ I I ! ( I I I I i I i f # I I ,t f{{ ? t 1 I 1 I I t 1 I i / I ' ' I �y # 1 2P a' i I l 2°'�`I I I i 1 • I. { ; __ - �_ 1 - - + 1 - - - __ 1 {I - I - - I- L ' 1 7-1 I _ S - - i _ 1P ! _49G1MyC1 ! 1 1 ABCtlt4'Kl l - t iil9Cl 1 7 - I - �` i I I i t i I t I / I 1 1486 e - - - I I 1 ; �' I` !f I I 1'' I ; ! i 1 1 7 { I © i J 1 1 i {- t ; I I__ L{ I I I I € I I E f 1 I I I I I 1 -- I 1 1 i ''rtl.Y i r 1 I I i ' I i i 1 I !I 1' } { I { 1 # 1 t fi i j { } } + , ( i I { { f I I tt I i ( I 1 I rn° { 1 I i f i OD 'i st i ! i ! f f 1 I 11 I ! I 1 1 I } } } i r I I I I i i I I i I 1 j C i t I r i to ( (E., L14 JOISTi I t .�} I ! ( I I j fi I I I 11 1 t I I 1. 1 I I - t I I I 1 j ` 3 i i i I I s1' 4 I f I I it I i 1 ; I , 'r`�� Consulting Engineers I i o•2 I I t t 1 I I I I I i j l ( } I I I I I I I ! i 1 c I 1 I 1 1 j /� ;, Structural/Civil 99 I! } •- I 1 1 I reJ <E) 16Q6 a. 1 I I(E)Ih34I 6 (E)Pot26 GL _ I I I (E GIV i i E 4 + t (E)It 6 L i i i 4 I(E)nx3416 Gil 1 1 I(E)tx26 Ge. 1 - i(E)m134�r Gd L�.__ t ma: - Ir I 1 f -- ' 1111111 -( I ( - - - :"�` _..�-I I I Iuu. } I 1 } 1 p^ ( i I i( f { 1 1 1 1 l 1 i t { L i I I ___ _.t I I I 1 1 ( I f ;g, i j i c�4rrszLN I 400 COLUMBIA ST. ! 1 i ( { I 1 1 1 I 1 ( ii i "� 24 Jaa.ara ' �, �.ati i 1 +f 1 ! j # , I x _ __{ ( I I I i� 1 I t 1 i I I I I 1 I i I ;' I E � ' } i i f;- I l s I �/ `I` SUITE 240 s ' JJ i i I D ( 1 t ' I I i 1 3riNY Jd uoa I I j i VAN C, WA- ! } r i 1 = I I r 1 _.I 1 i S { I ! ! 1 I 1 t I t+ I JO16T i oe ! CfZ/RT �C�76��1 ST 8/ V if I j ( , 1 I S j 1 , ( I' ...,.( 1 I t I { ; 1 I I 1 I I I { 1 - 7 �- " 1 i f j I I } i 1 1 ' I J i I i I i i I I I 1 t { ! 1 I !i I i ! I I I I I I I 1 i I CEHLEN �\+ : - 1 i I I 1 i i I 1 1 1 i ? •^ i , ±j 7 1 } ; ;1 i.i 1 ? i 1 f 1 t , i I 1, i I i 1 I { I I i ! : I i 't 4 k __ i { i i } i t ( + + ( t i __._.».. i f<- 3 p ! I i ! i J I f, E { I Y { 1 ' 1 + i E • t I I j t (E)41'T11�a'®'oo ! i 1 i i I i i i } { 1 3 i i { i j , ' t ! t ; I i } I '1 I i I 'i - S f { i j I f , i ff i = I e 360-693-1621 1 Iv'l, ' k r j ( 1 ' ( i ❑ ❑ ❑ ii ; ; , , fi c*'7 ASSOCIATES 503-289 2661 I S I t , I 4:' { i 1 I I 1 - ( I i ;i , I ( I a i 1 k ' { 1 i i ,i S_,''0 �: ( j + t r 1 i I i ` 1 it i i i r 1 E "i i i I I I I -____ I I I 1 1 i k TO J018T TO JOIST TO JOi4T TO OO{9T i S i -, i i 22'6 21'4 i 0'-9 19'- 2 T '4 :�'' 14' 151 /^� 1 { I !i I i l 7 l i 1 i + J I j ( ! i1 i I ! S4C!?99K1 i SG11891Ci i 4ECa11DKI \ - - - _ 1 -1 k - - ! - j i- ;,� " -; I' - �t - i �.',1 -t -- I - 1 - 1 - ._ _ _ fie- - - / ` { 1 { j ,i t 1 1 i ' { ' { HOOD N3, ! t' I I ' i + I ( I { t - t f I + I I,.._.,_. i 7 i }f i I ■1 ,'y` i I j + 1 ' I-. -1 1 1 i } SEE 4831-?I 1 t 7 i ) 1 t 1 ' ' I 'Q 6 i 1 �; i `r i i i ( ] - 1 ' I i .{ g I I �jj I t1 ii I r { 1 i .i ' 1 I i '® I I E i :+. , I 1 I 1 1 r , { i _ V s 1 t I 1 ai j II J i i k ; i AG i �i a 1 1 k k Et ? ! ! I ' t I I j 1 1 f ....._.,-... _i I t` 1 i.i I e i I I I i I tut ( f I 1 i t i 1 ? i i 1 • , i k` ❑ ❑ t ❑ j ' } t i a� i l��r { _; i k I i i i 1 I ! 1 I ) I 1 .;�: +, µ t 1 ,-,.-_-.t 1 I ;, ! i i i ■ + 1 i j i !- i .10"' %,j i , I , 1 1 1 i V F ; i �' i I Y i ! I 1 (E)re au 1 1 i P� 1 1 E t _I j i I I 1 } j i i ". i { it } F i } r 1 } I 1 , , I�OE' IbOb (E)IbGb (E(1x34 GL i I N q. - IbQb GL lFJ i6c3416 GI YE GL 'P GL, (FJ 1666 GL (E)161341►Gf! GL ? - - ` - .- - -Jr - , , , Y I ;:, i VW ORAF132W s" /.y t ;,.,,�I i IL,A1 ',: 7 , i , I r , y i .3./... `J 1 i y, J'Ik:4 ❑ ❑ �' t�: ❑ i- I t t ; ' i t ` i i 'r ' i'[ i� 6 1 i ( I t f 4 I I { d I 4 ; t { f I i 1 �j litifillo! �i HOOD NW 4{ley I 1 I v i I { W air 37LN 238/04 JgET•1 6µ'0G 1 - 0(� ��TTP d I:: i I I ., I I Jo1eT I 1 i Eo / S1/ k i , fEEA/(131-1 1 ; i 1 1 y , i , 1614.0 t I a at !, t 1 i # `:l { t ( + ( { '';�! I 1 f i i t V j(. ! �; € ( I 1 1 j I i % I { i 1 I 1 i I ,I s I i 1 �i r { j } 1 I i I 1 i 1 { i ! tt{ i,'/ ti J v i I, •€f i 1 } I rr , i , 1 1 t 4 ' f i j/ f ,1 h , + t i A� I k , �i 1` 1 ' I 1 ' i 1 1 J , } t { I i - ;.'I .�` �,I . 1 i F i i f I 1 I ! 1 E I I i i 1 I j f '' I �y'/r�'�❑ ❑ ❑ 1 I i i 1j 11 1 { i i 1 , i i 1 ! ! i 1 I �� 1 / p�4'1 1 1 1 I { i I i I S I 1 1 ! 1 1 { n I { f ? I---- ( I } ij If I ' 1 1 t ' I t ; j { I F I I F , I -j I ( F; )/- �' `, ti,�+,,- `�y I {{ 1 I ! i I 1 i i ,v42. a 8/' . 1 I e I 1 1 j I , ti f I I I 1 I ( i {I , { 1 + 1 i t t I i 1 I i ! 1 ! 9 ('� - 'R�'''t • A�' •• g f; I I iii' I. 1 1 - { I I{ 1 i I i I 1 E ; I I i i I I ! 11 I i i i 11 1 i I I I I i I {f 1 i ii f If I ! ' ��'*�" `, ('''' 11 'r ny1 t i 1 i j j I 1 1 I i 1 1 i I i 1 ``��1q-a' I 1 ! 1 i ! I i I I 1 I i i C. GE I G>mDJ 1 I 1 ; 1 j ii 1 1 i i E ! 1 I ( ( I i j ' } C f 1 i 1 ❑ ❑ ❑ f11C f 1` I k i I I I i I I i -� i i1 11 ; ( I i 1 1 I + i I t j M I i i I j 1 1 i pk I { y I •I I( I i ( 1 1 TO JOIST 1 TO JOIST 1 1 1 TO JOLT j { TO JOIST fEXPIRES6-30-2013 � { 1 y I I t I { ] i i 1 /' 11 s! I 1 I I � 1 i I 1 1 i V ' 22'-643' ( i j '�' i 21'-411'I i i 1 I 20'-$lgl } I I i L9.-1ki' /\ t !" - I ! t ` t '� k i, ( �I - r - + ''I I 1 �� ; 1 1 t ' J ! 1 J i ! + I + I 1 ,. - - 1 f 1 { 1 I - T { -1- i i + i I I i ?�- 1 € i 4/ ! ( i 54GJ6JKl [ 48CsIM�CI f ?49CsTlIdC'I i F■1 to ca,> 1 1 , , 1 1 1 i I i i I ■I I I i 1 # ` 1 __ ! I ' II __ ell VP' t' " r f ! i 4 i .c 38/ I 1 f I 1 1 I { \ / ❑ ❑ ❑ + } ; i I 1 1, i i I { I. + VW i i i i s } i j F 1 v;_ _____ _1 AC 43 1 i l ' 1 '! .1 ` f 4 I i i { i I ! 1 , I 1 ( { i , t 1 I , M 4 ,,:,.I `''iiiii,,,, 1,2.1 ( �'-'fig' j i , G�• } ( 1 I i !pi _< I f j i -j I- i 4 i - , ._ _ I /:IIP.98G• t+ I I 1+, : fF� - t YE)t6Q6 GL lfJ m244 GI.i lE i <V 346 GL (E)16x4116 GE .(V nu31�6 GL i E)x8/08/ < i { , f F0 \-\ 1 ' / 1 I V{Y GRWf 31LFI 1 //p ?�4/14!1J0lbi• / '� r•'JY wI I i I I I I I I I 1 J: i �s ;1 V I I C--IfT r Wxµ 3 2LN 25lVO4 1 1 IIIII i Jq3 • •'t +i T b is i :k .µ' - r .I� 1f 't I I- +6R' i` �I 4 oe- 1'YP YLG+�TS I `I AC 40 r /I 4 e • / I A f GRID TO l' ! i ulrh I4 I i s i f i i i I I i ❑ L l a r ❑ t i { 7 i 1 (FJ4 ❑ �i F rrJN tt 3v i�: ri { ! �•a'-m' ''I r' ❑ 4 t , r 1 { t I , oe i 1 a ! I • I ; 1 I I I I I t I 1 I 1 VIP i W3d4 •' I 1 ( 1 I 1 ( I I i I i { I�IIp1I1t. aHee3i TYKYL IC�NT i- - - - ,i,8/. , I i t t - t - - , r, - i - �i 'I - S - i - - , - , - { I 1 c -i - f ! - { - - - r++ i S I f { I it I: -. i- ... .. j ) I j i ---'r f ! { S i { y , i i I i i 1 i t i i h _ E I I I usba s a , T�,© 1 I1 TY NEW ! I I I I ; •, I I 1 GRI 19�T0 211 I I \ // �' 0;.1TP 3 1 t I , { f{ 'I y i ; ! -`i' f I { I I I I T." \ ME I-I UNIT I z ,, } f ►2. I t ....e i, d+4 Y4?x4i `t ( 32 2 t f 1 i fi ' :I i?. ` I I ! ; { i ( I i TO Jafrt , I 1 + 1 i 1 i } i ! 12'6 ( .I, TO JOIST I I ) JdOT i 19 x0167 , T^" 1 I I ; I I I I I I I I I i i , I I I l i ( i i �`j .� I { ` LeG,4L `�' I /�.\ i { { I I j f L4G'l971C i 1 891G1 I ! t ) I 1 PERMIT SET 111?rd4 t i IVC 41 i ( I } i- I I( 1 ; S i t fi 1 I I I } i j 1 i i 1 ___ , € I ■ C ■e` \ € I 1 uIP.?tlld/1 i i j I I 1 i (�� AC SD 1 ■i 11 11 I I i i I t 1 t I i I I.,I f ' } i i ( I LFtI ; 7 S i�r pER Y: ' �/� I ! j I ! } i { I I 1 } i I i;� I ; I . 1 ! ; ; I { i + 1 1 { ; 1 i ; j ■ ■i 1 1 lE)16G6 GL (FJ Thx34 GI <E)n106 GL I I (V 1x26 GL (E)18/x4116 G@ (FJ 16c3 L I ` fFJ 1 1 �� I { J I r I d I t t t { i i t L i t - t- I\ ! { I' 1{ 1 I r f I { // �' } i i i I wtay.�r I I \ / \ t l l I i 32LN 2)34k13 JOIST•►„.Ta V- .__ G w NY { r .i-• -1 { j l - I i - I - j--- I _4 I i -+ - I -- i - 1 I i i -; I - 1 �1 �E - ! -i i- - i: I i i 1 i i i 1 I 11 i 1 i F I 1 i { I { 1 { 32LFI 2704 JdbT a 61400 I 1 1 1 \ Q, ( } i ' ; 1 ) i 1 {i ;t 1 s ° 1 I I - { 1 f i ri y i I { i i i I ' ' '�� r ��'� f I { 1 t • ; € 1 11 Ii 1 i i 1 i I 1 ! I I f I 1 r 1 .,? fi 1 I 1 , 1 e ( { 3 I } . I I C. 1 \ .{1/ 1 i k } } I 1 i I f e I ' I ! 7 f , • 1 { I j 1. V11 C /�fT 3y 1(2 6yk I 1 I I 1 j 1 } i; �� 2 1 I 1 I i S l i 18 I 11 I 'I I I I I I f ; I ;ac 31 ' f I 1 JOIST ` I I 1 1 1 I Ilk 1 t i 1 I i 42'um '0.0 1 i i I I I wr.9GG� I i ! I 1 i CONC F i i I I t' I € I i I I 1 f { t 1 i i ( { } I I I i 1 I 1 i , { 1 i t ! tall 1 t I I i i Ii it, i i ; I { 1 1 i i 1 ! 1 fi ! i ? I f ! �i 1 I f I i i + f ;i i I I 1 i I 1 j ' t I j i i ! Clo j 1 i i ! j i ar i j • n, b , i I I 1 t k i Y 1 I j i j i i S T1P• I , i t ll I ; % I I t j I Try:i %WICOL , 1 I I 1 i i Ii { t i i 1 } ,1 11 I 1 1 ! I i 1 ! } r _ 1 i t ' ( I } r 1 1 i I i } 1 I GP/0 2 f t i i t 1 ' i i i ; I i i t ` } j _ I I I I 1 I i Y r i i 1! ". 1 f I I } I I } ' ! 1 1 j 1 j ` i j f i i + jj i I k I t , + f .. `. ! 1 i w S I 1 I t t i I 1 I VW 11. ' I p! 1 i 1 I I I 1 II I l I I I I ' I 1 1 1 t i 1 , i I 1 1 l \N.'s.-- I 1 1 ! t i i 1 y l _y t--- 1 I f 1 S 1 f i € i 1 t ht f t ( I } �'_ �� -^�I 1 ' ? + I d } I I 1 # + I I 1 I I f ` 1 I I I r i I 1 1 i 1 I i I I I 1 j ! i i �' 1 TO JOIST I TO JOI T TO J019T 1 ' To Jolsr 1 1 - q r , - t ' ! t ' i 2I,6 'I { ' 19'-1 'I '[g'.1 I ■i t t , j t t I ' ,t: �. i 1. i I i 21 'ri'1 1 �i I i c+t+,'. - I I 1 I i I i ■ i ; i j 1 1 s !' i i i I { i i I i i ! i i i + t -; { ! -/ - { 1 _ i 1 1 ;5�G9NILId %4EKs111T914 1 I s $ 48GNID14 i 1 } ! 1 1 I 1 i I �C 4.• I I 1 1 \ /Ala'MP �'I I t i : �. e t ! 1 ` I I s 1 ; ' I 1 f I 1 I I ' i; I I I I ? 11 I I ( I I I 1 I I , d I I I ®_ /�� s _ I 1 I ; , - ®_ f E)s+4x 4 GE I I (E)5tw 34 i I(V D x 4 aL i -I' i !I - - 1 (s�a 4k w. I - I ma4 a. I - I�a mo4 ( - r� •- - - --- + - ---0- - - - - \ A I \ ''.. /�''��\ am 1,:. - 5 . TIT. hill I r- - { I 1 I I I I I I I I i I I I I V�t,: ❑ ❑ ❑ ❑ • { ,f i; A DATE DESCRIPTION • ti v 1 • • ,Gr; j ' I ql M 1 co ........_ ROOF,"..... _ ��I �12 c...) 1n��1_�' i1:N 1 cs. .Q • N F L T F:Z ix'D N kMII.�" :J V PLAN NOTES: tt 1. ABOVE PLAN FOR REFERENCE ONLY SEE ARC-IITECTURAL DRAWINGS FOR -° c.i ` DIMENSIONS 4 INFORMATION NOT SHOWN.• t'. ,, E ,y 2. SEE 50.1 FOR STRUCTURAL NOTES, i 11-0029-01 �a I 3. SKYLIGHTS 5I-IOUIN ARE FOR GENERAL LOCATING PURPOSES ONLY. I PM: -T vet•,'° • SKYLIGHTS ARE INTENDED TO BE CENTERED BETWEEN EXISTING ROOF JOISTS 51-IOUJN TO CENTER BETWEEN TRUSSES AND TO AVOID EXISTING STRUCTURES DRAWN: GM v2 ', I O i `' AND SERVICES IF APPROVED BY KROGER PROJECT MANAGER. E C•1 ': o 4. SEE DETAIL 142/532-2 FOR SUSPENDED PIPE SUPPORTS. ,'`c\I 5, SEE 5/53.2-1 4 6/53.2-2 FOR MISC NEW ROOF PENETRATIONS ROOF EFE E CE .Q rtF`:aN Q DO L AN r' I 1„,...N N a, y0 s C -,-, w ._.fr O S 1 m 2 ° + 1 T �� .'1, - , :il, .,:. ,:,,,,:J .,ir, ,,, „2 I�:, ,•tea,�tr.44,:, &:-:. ij ;u,, •- .. .. - t4,,;;„!,,,,!,..,„,,,,,,+;;•,,,..„.+2,,,,,,,:!'..,, ,..N+, ,,.!,•;,,,..,tAt? 4,,,,t,.:,,,,,,,,,..,;, ?,y...i,tit.,,,ri:t.,t,,I;ti!I.. 1.,'...'1,t1,:t.itk.!+;:.;.'''K+,',:trt,i'''.i.;;!:::',i;;!'it'•,,,'!;,:'!',.",t.!4....t:::; 1 1',1::;I•;•; . 147'; , • ,. .,•.-' ,•1.,, .. . . ,...,., . .„,.. , ,,.,•._y-'- ', :.:.: '''''::;::::40-:: '::- '‘'::: '' 1,;;;,.,,,,., ,,;'.....,.;.,, :':;:,', l'I''.. '' ::::;':::,,,.,..,,.,:-,' ,...„..„.......„ STORE #00375 .;,.,,,:,„ .,.....„-...„.. • . ..,„,,--......., . :::•1..t: 19 20 21 22 TIGARD ------.......---- . . / 11565 SW PACIFIC HWY TIGARD, OR 97223 If 1 31-l" 43'-0" 43'-0" 40'-0" 1i'-3" 30'-3" 8 1/2Th FRED MEYER STORES I I I N C .1., r , •,„,,N 3800 SE 22ND AVENUE I i,•.:'',".:',,'',','''.'',.',,'‘.:.'1,1''!!, PORTLAND, OREGON, 97202 503.232.8844 503.797.3509 FAX 1 , ! 5, ,.. \ \ - , S 142 10 ,,... t.tkt,t,,t S32-1 ' ' 91.4 v,:,;,•„;: t . cp . , , = * , , . 11‘) ,c-- . i0 Aft All ;All • , 20 GA VERCO ' 51.4 '' TfOr TIP ..,, I-155-36 MTL DECK ..„...----,..„. SIM. . N"..-..:// - , N..:.;.. ed. - - _ 1.11=1=111=Z.1.7 dr".., .111111V :=0"Z . - - - w, . - -ti f1.4/46.117 ZZ-V.7A' Z.Z.1.117 Z/...17/ dZfrfed'm#24f Z.,05/7 %Z...I.W ./7:.-12/ 1-ZrZIW.1.11: .-WIW. .Z.I..17./ .10,117 ...0.:11%. ."...IVY S \""' R ,„_... • r. . . ,. ,. . . 4.- H H II 15 arr, a . , 1 . : ak3X10 1 Wax10 , UJax10 UJax10 UA3x10 W:ax10 - 1.1.18x10 : Waxl0 Lugx10 ;x10 ' UJ8x10 , :;x10 li.J8x10 , Wex10 , •1 ,,,,,,•„: .tItt;'•,,, 1 i 1 . , . . „ . .,■.„ dissmaill■ , , . . . " Wax10 , . . ...., ' , , . , . 1.1Zx31 . ' , . , „ , , 5 = I ';;,•;....:: ----':------------4.-I 111 : 1111.11■11111111101•1111■1140111■ ■ /', , ■ V..... ! ■■'',,','., Q • 1 ! { ,' : : , •e ' 91.4 ' 7: ; W8x31 1 NORTHWEST @ : @ " -str @ @ @ o • I:::, _ . 1 , oz. - - cc) x: x: --x • - 00 - co - co x ----x x x x x . x i ...e-- x x x x x x x x . x: x x 0 on a:, c0 c0, 00 ' (0: 00 c0 @ co ; co : co 0 I 0 I 0 03 i 00 1-1 : 3 ! 3 3 3 I ; 3 . 3 1 3 / 1 3- -. 3 3 3 3 3 3 3. 3 ! ; 3 3 3 - x . , , ci) ,V` TO JIST . • . . , co , TO J015T TO IJOIST DECOR ,,.,. TO JOIST • .B 932-1 t , . I '-4.1/2 ..,,„ Ix . . ' 211-414" , / 20'-51/2 , : 1 bt,+ i 22'-1' , ..i RE' ODEL I 1 I , . . „„..,.. co . . , . . • , ..„....,,-..,, , . . „. 4,0 T 1 1 f 1 \--- N1 ....,. LU14x22 . - - - - , , Thl --*.. r- 1 • i 1 1 I , 1 1 1 . : ; 1 InigrainOW11 Consulting Engineers l . . 1 ' I l , , 1 1 411ES1, l l i 1 1 1 .....4., 'r; - .. ,,,,• '',. Structural/Civil i I ' ' '.N. L.111110"74111110 I ' 1 111101 i I 1 532 " 1 Val, 1 : 3 ; I : 1 1 ,;:,,,,,,,,,,,,,,,,.,:. ,:,,,.,,,,,,,,,,,,,,::„,,,it.,,,,:,,,;,,,,4,,,,,,,,,,:;!. vs4AsNoITcEc.02WL4AU0.M B I A ST --. . i TYP 6 : i ; I I 1 i I ; 1 i = ' ' 10 I W f 1 t I 1 I ; : - - . 0 : ' : ; = : I ; GRID Ni. I 1 I ; 1 : 1 _ ; 1 c> 0.1.EN 98660-3117 Ill = , . 1 ,,.,,,,, ..... ' 53.2 I 1 1 I 1 1 1 1 „4,:, ; 1 ; .„, -1- 1 i 1 : I ti 1 : , I f ; I 1 , x ; , I , 360-693-1621 . - , I • ''' VULCRA'';'''''FT 32L1-1 2-04/143 ;,•,,,,,,,,, 1 . , I t ASSOCIATES 503-289-2661 , ,.....,,, • I I , , _ I 1 , : , , ; , iI ,* J : i ; I , i , . I , - ____ ... ......... ____I '':' VULCRiFT 32LI-1 2 ':,./154 JOIST i' 614' '' - - - ___ _. H__ 7- 7 i - 7 ' I 1 ! « • ,■., • ) ,.r..r • ; • , . , , VULCR4'1'FT .32L1-1 25$/154 JOIST iD''''' 6.14'or;- 1'' ' : ;1 ; f ! 1 , _...., i i . 7E I , • TYP 6 : ; c..... , .,-, 44,7 • koe ... , ,,,, 0 ; 1 , „ ; - OC ‘ --±- D5 1 : .... ; ...! 1 ' e,'6•"' flo#4 , • -.4- • /A _ cNi . . , x I! : 1 , milk. f(% , .:, • : • i il (-,, ,. _ , , .- I-0 ■ 1 1 INNIsisigask, ..1 ilk 1 , .., .4 4111" is) mimmosibal, , , , • i , ; Q;;!.■ li ; t t ; .1- ; a) 1.0,. Norromor 1 1 . 1 i I : . ; ; • 1 : C■11 20 G)S: VERCO 1-155-36 1 ' 1 . 1 , ; 1 ; 1 1 1 : ; , , MTL 1: ECK t 1 I I 1 . ; ' , .:;,;,•:;:,': '''. 1 t ; ; 1 1 II : I ; : I 1 1 : : 1 1 : I I 1 ; to . . . ; 1 • : , { I i t 1 1 I i i 1 i , 1 1 , , 1 1 1 1 i i 1 .i "t:11):!:::fl;:' 6::'''-'(:::"•""''''''(12. :*4$1riP7:3i 11 ti-g:711 VI , 1 i i ; 1 li I 1 1 1 ++,.., i 'i 1 1 1 1 ' . 1 i 1 1 I 1 , 1 I 1 t i . 1 i I 1 ■ 5 I i 1 1 I 11 ! + i I , 1 4 I 1 ■ i 1 , I 1 I i , i i ' i 1 --1 ! i ; -1 --r- ',-- ,- - - - - - \- M , , . - I 1 , -,-- + + --.-- i - , i ■ ! ; 1 ' :;, . '',,:.; -- , , , ■ , . = 1° 1 TO JOIST : , , • , : . ' , , , , , ' I TO JOIST ' TO JOIST TO JOIST I = • co , ' ' -.1 532 ,-. , : ; , ' ; . , ; ; ' • 53,2 '' : 221-3' ; ' . . : 21'-41/4" ' 1 ' ' 20 -51/2" I . Is'-111/2" , . , co , ,1,,,,:•,• -1- t : , , , , ; TYP. ic , , ; . , i , , , ' i \'w._! . . . , , , c,1 , : - 48G1N13K 1 , . . : , 1 : 40G1N13K 1 ; ott't - 11.114x22 , ' ' ' ' 4eGIN13K 1 . ' - C - ;-2. . - \ Li 1 , , - L„J ., _ , , , ! ,__, ---te -- - i - ; t I 1 ■ + \N ' ! ; i , I I 1 1 + 1 , 1 ; i 1 , ! ; ! Vir :;",,•:-,;-...,!,,•-•.,2„: ..1- ; : 1 .• , -4- 1 i - : x -5-< 1 : 1 : 1 , • ; PERMIT SET , TYR 1 1 t ; I : ; 0 -- 2--- ; , ; 1 1 1 1 : 1 , ! i t 1 1 1 Cfl) IC •-■ , ! ■ ..., i ! 1 ; i ".....- (33 1 I I , i ;.0 i , t 1 .7r : 0 I : : I 1 1 : • 1 : IEtt,t,:' 1 I '5"< : -- VULCR,4'111FT 32LI-1 2-511 /154 JOIS7-71,:i'l „t.:•,:,,;, I , J-...-, ; ! I f i i i 1 1 AA ' I ..4_ 1 i 1 , , I , cv, 1 ; i ; i i . ' ; ! ■ ; ! ; . 41/8, GL i : : W12x22 ; 1 ; „ : , t;i' VULCRii,FT 32LI-/ 25,53/154 JOIST e 6.I410C- , - - - \- ---, __ i 7 --r. ,v,,,k,: I , I \/ .....„.....: 21 . i I I I ' , . 6 ' ti ;;:: VULCRAPT 32L1-1 25i,./154 JOIST 1:: 6.14'cc '''' ; I , ; S3.2 ' : : ,..„„ ''•'-•': ; TYP. , t •;;;,'„;:tt: , ' : , , c : a , , • , 1 , , , . , , , i ■ ,.., ■ R,I;1' ' t 1! 1 , t 1 , , t , i , • t , ' . t t . . , ' , . t t tt, !!!;,!'::::"=,'!..!!':!!!!!!! t t i 1 t 1 i t LC) ; 1 , ' I , , ;;;;:::::- - , , I I : gI;.1:!; , ; ■c) 1 , ; i : I : , , 11.11,1:1! ; • • , : , . ' '44 ' . , , I , , , 1 ? i i 1 i •1 1 ! i . ! I . i ' . . ; !.,.,:'..,'1.,:',.!':- i -...... ,.._... -1 i 1 , : ,:f ,;: I , 1 i i , . , „, ,, 1 I , '4,1i ' 532 ' I ; , , 1 I ! , ot,;•, 7;: •„: 1 ; I : I : . : ' I ! i 1 , , : : 1 , , t , I ' : 1 TO JOIST 1 1 : ; I I I TO JOIST i 1 TO 'JOIST I ; TO JOIST i 1 ' 1 ; I 1 I 1 i 1 ; 1 I 1 1 2_.0'-51/21' ' i I 19'-11/2" \I 221-61/"1 ' 211-41/4" I ; 1 ■ 1 4 1 • 1 1 1 . , • ; , 1 1 1 I 1 1 1 48G1N13K I . : , ; ' , 1 54G9N13K i , ;I 48G1N13K 1 : . ' -- - - _ \---- J.1 „.,:„..„.,.,„,,.,„,...„,,,.....,..,_,,,, .".'t r ; . . A DATE DESCRIPTION I . 4 . 6 i ; t I 1 1 I 1 1 i 4 , . ! I , ! i , + i I , 1 , , i + c 4, : 1 ; i ; i = 4 , CO 1 ! 532 '• _,....nx Nil ! t t t ... it .4 1 i t t .1- ! i ; t ' i N"••• 1 : . 1 ,11' Vt.&CIRill';FT 32LI-1 2-401'11/1.43 JOIS-ritl' 6 51' , ,:•„:::,,•:: ; ' , : ! 1 . . 1 , . 1 t : I t , ; I 1 : ,•,:;;;;;;.; ; I ; ; •;;;;;:t. 11 1 2 '% --- (E) 12' CMU . II ; 1 , : : 1 I t ; I 51-1EARWALL ; 1 i 1 I I ; ./-. \ _ 1 1 ; _ _ ,..... 1 ; I , 1 , , : 41/ GL 1 I . 1 . ' : I ; : ,,,,•::1 VULCRALT 32L1-I 251/154 JOI:,,..,'T 6)11'1'11 6.14'oc I'' - :- - - \- J ! :„,:.,:•,,,, 1,_ 1___ --- ._ - - * -, I , 1 i , ! 1 ! i i I i 1 ' ■ I !! VULCRLLFT 32U-I 25 )/154 JOIST fo''' 6.1410C ' , , . Oc I I i ! ; ; ! i ! , = 1 CD ; , 4,;;,;i! .'.:5-1 ; ■ i ; ; CIO - 1 ; I F., N. I ■ PLAN NOTES: . nro 1.-- 1 : i t 'tt'!:, I !ti ml , L.. I t 1 t 1. ABOVE PLAN FOR REFERENCE ONLY. SEE ARCI-IITECTURAL DRAWINGS FOR DIMENSIONS 4 INFO ,,,,,•:::,,,....;„.„.,-- ,, ; 1 ; , ; 1 ; * I ; : : ' I ; I ; i I 1 I NOT 51-10111N '4,,,6; 0 -LI) 1 ! i 1 i 1 I i , I 2. SEE 90.1 FOR STRUCTURAL NOTES $t'•t; .- 1 ; ; 1 ; ; , ; I , .4-:: :,,,:••:::: i ; : : : ; ' 11-0029-01 I 1 1 t I I I 3. SEE 912 FOR ADDITIONAL INFORMATION I : t 1 1 I I : ; ' : , --- ::;'',',;;;•E 4... I I I I I I I 4. INDICATES EXISTING ROOF FRAMING (BOTTOM OF DECK) PM : 1 1 • ' 1 : I t I ; ; : ?.3 tqr:tQc.).•=t- 1 1 1 ; 1 ; : , t 1 , , : ' 1 , 5. ' ' INDICATES NEW ROOF FRAMING ' i I ' , 1 ' I I ' . I i I , c DRAWN: GM ; . . 1 co „ 1 : 1 I , . ! , . ll I I 1 (E) 23'-0" sed 1*-') ° 1 1 1 ; , I , _ 1 : : 1 : ' 6. I I 1 1 1 Lo 47 ELEV - 01-0' AND MUST 5E VERIFYED 5Y CONTRACTOR AS fREQ'D , •05.::::;t4tt; Q) I 1 ; 1 I 4='.4th I I f i i I 1 I 1 . : to'K. (C). I i i , . I i Co, INDICATES TOP OF EXISTING IV STEEL DECK ELEVATION RELATIVE TO FIN FLR >,1.$,,';',e--- v*-- I : I I i i I i , 1 1 I 1 1. 23.-0:: INDICATES TOP OF 111/2" STEEL DECK ELEVATION RELATIVE TO FIN FL ELEV = 0'-0' ? ';,.:':t 2 I , 1 I ' 1 11 : II PARTIAL , ! hiz,•,,,,,,,,,,,N, - , 1 I 1 . 4/ a) '1::.:;.: -- i , 1 1 i I i ■ CO 4..."..." .,=:,,,, N.-- II • ROOF ; ; ; I 1 4 1 , I , I I t , 0 9 wc\si (Ni I 1 1 1 ! i i i ! 1 I i . , 1 i PLAN , I ; ' 1 , ; i ; ' -c.:: t,:•;;;;;;: c:, co ; : ; : 1 ., . aillb. A ,,, f:::)ART 1AL '?:4-, C::10F PLAN , . , 0 (.../ -?,,•1-,',,, L.) 0 '''' 512-1 ,- iia....ii-o. 01 0 2 INES 1 0,......„ +.4;.;;:,*-i...... Q.... o a 0- , .,,..; I ,Z,,:,-; . ;,,,,,I,!;!,?.;!!'„,,,,,,!;,,r,..,',;,:',!,,,:-.4!,:.!,,,;:-,...,,:,',-,...,....,,',,,,,:',"$, ,,:,,•‘:-,,'-.,!,,,,',,,;:!,;',:to.f.,,,r„!.:-:.,.,,p,:!7!'r'i':.,,,'„,::•-',:',!,,'',r,,,,,-',','L'.rr.?,'''I;r''.L. „,,,•,,, t. , • „.,. . Fr . Meyer STORE e r STORE #00375 TIGARD 10 12 11565 SW PACIFIC HMI ir A ril -7 4 I rtiv . . , , , . , TIGARD, OR 97223 4/ ; ,, , , , , I I , , ! ! , ■ , .-. , ,. -.-- .4 - ,..,,,..... ,.,,,, ,-, , ..,. . , .,...... ,.., - ,-,..--■--;,-.., g' V IJ-1 6;a'-010C ! I I i ,•:, , , . , 5■ II 1 , , I I i I ' • ; ! , I ' FRED MEYER STORES 1 , . , i 1 1 i I • :1.;:f.,',I 1 ; 3800 SE 22ND AVENUE ...: .,, PORTLAND, OREGON, 97202 I I , 1 1 1 1 , .„...--- --....... „...-- -.....„ I, !; ;i t. 4I, 503.232.8844 1 13 503.797.3509 FAX X 532-I ; : ! : : f V 1 0.5 1 2 , , , 1 , 1 , .. , ii , i .„, 1 i ... .„..,.. .„..„,_.,.,_.„.,,_ ,:.„„ ,,,„ ....,,,.,....,., ,,,,,, ,,. „., ... ,I t. .•-... ..I.,,,,.tt, I { I ''''',../...'''' ''' '''' ; B.#1 ---4 --t. IN i-- 3 =MEW \ ■ i . ... . ! i i .... 0— 1 TIP 6 . ! I 14/ I 'w COL , LI W I , • , ; r r ■ I I I , I 1 , ! 1 : 1 I ! , ! , C3) I ! ! 1 t ! ,,!.,.- ' '„'” ' ! 0 ! ; ■ :LI:-'Z - iejll lw, . 1 f = ..,„ . ---3 ! 1-- 10;!, i ! !!!!!!!!,!. ! ■4 " ,.., , _ L ! — _ ! t ! ■ L ;1 ill 1=1 -.... .......,.. F,,,:•; , .4... I ',, ; r 532 l: , 9 I , .,„,...----...„. ' I 532-1 I 1 , J - - --1------- , . os., ‘,.(E) 11x26 GL. : ___________ .......... ; :;,',..,,,•; „-"-- ,0•,:: . 0•e. ; \1111-111r siiiipll TIP. 11111110Y (1°4 r _ _ _ rPri' — ___ 1 o'r, 00,•,, , i ! f 5 W , 0 0 NORTHWEST . . . . I ..--) I eo,4 , TIP 1,4; 1 , DECOR . , , ,„... i ,,,,,,,,,,„,.. i , (REMODEL) I.1 , , , . I 1 I ,,,,,,,,,,,„ Consulting Engineers , . :,. :.-' •? - ''''A'- StrUCtU ral/CiVil W10%.,:i.fAVI ,, I , 1 _, [I 1 , 1 „ .,.,.,„ or, 11,-.. ME,s,, 400 COLUMBIA ST. , . 1 r,■ 00 i,‘ ! i • . , .• SUITE 240 5 _ PARTIAL RC:0)(:)F FLAN [i. -,,,, ,_,_. ,,.. t , I 0: 1 ■1 " ' VANC. WA. ,.:;,-6, ,' i ' ' SU-2 / 98660-3117 il il a;,c!i'' 41:11 1 i 1/e,".=)1_0" CatEN , , , ole0,0?°,00$;:_,'...:'','.: : , , it3i..60-693-1621 I W lcir 1 OV TY,IP .9 , ASSOCIATES 503-289-2661 i , , ; :-.,,,, , , A TO GRID : OV P ;,;•,,, _ _ Ni; 00; ii •:,!';,' „...„------,,„,, 4r„Ioi.1,:,,. , -1----- --,.. ._, 7 , ';,!lr'r!.1 W ''' .\\• "'7614,, , ,. . .., , :;:1,•;:', — ____ H ,.. I / •+..... ........■ .....■., .................+4/to.;,,,,,,, AC 43 I , — _ , . , .,,,•,;19, r-li,,,■ dOlt, I II ' , ... A ,..--•, _ , ;3,', x ' 4 1 ,, ov i li .....„...—.....„. 00., , Or 6,, Io'' /A i ) 11x26 GL ' / EXPIRES: 6-30-2013 411 .:,, , Ti LL112x16 # _ '` „,'' ' • 1 1 14 ' : ; , I ,;„:„',. • 11OF i i . CE3x11.5x181-0" ! , - W12x14 ' PER 21932 , a 1 t I ; 3.2-3 . ;:„,,,,;•;,:', I , ,;,,,,...;•:::, I W12x14 ; , . , . 4 I •,,,;:,-;" S3.2-1 ' : , , 20 W12x14 MTL GDECK A VERCO 1.4513-36 1 PERMIT SET , . 4 f I , . , . ,„.. W12x14 ; - 1 , _ 4,- , - - . _.,. 11 .30. 11 0, C,53x115x18'-0" ..,, /'' W12x14 I I . ... .... ....., ,.... 3 c-,4 ...„.„ ., TYP. ' j.i,,x 1-‘0001,..",,;]', PER.2/93.2 ' 411111111 . . • ... ail ov, . 932-1 ' I _ 0,..... TY•P 3 --J ri,'• W ;IFLACES : W12x14 , r _ „..„ • , I__ D.l - ___ 1 I W12x14 Q 0-1 1 . . ; ;;',;,•,,,,, .,,,,,,-,.. ,„,,.,,,..,...,,,„;„,,...,,,,,,...,.,..„.....„,,..„-.....,,,e,■..,,-,.,,,',,.,,,,,,,.,t,,,,.,,,,,,,,,,,, ',.■, C8x11.5X181-0° ' • , ablimmou II ' . 1 0 W12x14 0 PER 2'.(532 . , , 5 , , . . , , , • 'T'i (E) 11x26 GL •: . 32-3 I Rie ,.... „,.., Rio W12x16 I a I ,, ,.„ ., . . ., 10 ! 4 • 0 " ,1 LOW ___ 932-1 I ; ! • I 1 141” ,..„. • n . — LUI2x _ ,. 16 . A , ; ,-- ..,, - - — ■ i 1 . , . 12 12 , •'- I 1 ' 532-1 532 1 \?'• I I I ,, TYF GRID 2 1 ;;:'••, . , ;', . x s, (E) ' ..,,,,..:..! , ., ., I ,'II'I,II,, II,,,,I,,.,I,'I I''.II ', ,I I I,'{II I I., I''•I,,, ,I I,,,,,,,,I,,,,,,, t', 0 ''.. CONC A DATE DESCRIPTION 0 ' WALL ! 0-, 1 i co i PLAN NOTES: .. TY P 6 ?:;,. J.0 UP!COL •;;;-:, , 1. ABOVE PLAN FOR REFERENCE ONLY, SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS 4 INFO • , HI, . ag: I GRID 2 -:;-,; NOT SHOWN 1:-,;'', 2. SEE 50.1 FOR STRUCTURAL NOTES , N , i i 3. SEE 512 FOR ADDITIONAL INFORMATION cf . ; .' ; ) . 1n,', i 4. INDICATES EXISTING ROOF FRAMING (BOTTOM OF DECK) , 1 1 I ,... —'-; . . ; ; ;,,, , . ' INDICATES NEW ROOF FR4MNG I I, Q I I 1 (E)23'-0" INDICATES TOP OF EXISTING 15/6," STEEL DECK ELEVATION RELATIVE TO FIN FLR -,c . . ' x , , , (... ' ' 1 I ELEV = 0'-0" ,4ND MUST 3E VERIFIED BY CONTRACTOR AS REQ'D --z3 , ,-..3 : 0 , ; 1. 23,-0. INDICATES TOP OF 11/2" STEEL DECK ELEVATION RELATIVE TO FIN FLR ELEV = 01-0' i • , .:, I I I ; ; „... :i,,.---...,. q.) i —:. . — . ___ cnk. -40 - B.1 — _ _ _ _ - — -pi : --,„ -- , ! ,C1.) — s' 1 1-0029-01 E 1-.4_ ; : , . , : PM: I iz, 'A= •• ...... y,,, r co rr,F,r, rz:), itz rY4 I I r DRAWN: GM ---- ',,•,;'s ,(E) 51/4x341/8 Gt.! Pr',..... — --h — ?E ''!'' ,0 "- - A A. t.,, ,...... . -.., .. „, , a) ,,,v," ---- OOF09 „,,,,,,N c\I ' ,--_,, l'::w -----, r.,...., '. .; 0 — PLAN ta--- ..;i:.1,* .:-2-2. -- le 4... tr A ,. F:)ATIAL ROOF PLAN „,,;--... k*,,k;i. 1 . ' • ,c., -. Q. -4_, , 0 .t ..0 (..) ' z ,,, '., ., co 612_2 ai;-.2 •,,•:--)...-' 1/8".1'-0” oll.“,,•:,,,,, a...; 0 ca : --• S 1 , 22 ,; _.,.... ; -'... ''',"■,64=';,4",:''''J''''':::',:;,,,,';,-V:W',,',:,,iti,''',';',1:4,'`'..;,';:';' ,ir.;;;.!:'1;,k:':'!;',,,i%H,,''4,V),;:s..,,,ii■(,.,W.;,y;,0.:,;,,,L:.;,,,;X:, .;,,ZQ . 1 ( �y ,. , t.,-.,:,...': :7!.:3V e, ,:, ,:i,.:.,„:::.„ 1 , ... STORE #00375 TIGARD }` 0.5 1 2 4 11565 SW PACIFIC HWY I • \/ \/ -- \ TIGARD, OR 97223 / I I I 1 27W i 9,_9„ 33,-$„ FRED MEYER STORES / / / / INC. . 3800 SE 22ND AVENUE i 1 I i PORTLAND, OREGON, 97202 503.232.8844 503.797.3509 FAX t 1 1 I I I . • O O S r i i 'r -i I I I < I ; , ,' I 1 4 � j I ! I I cv ! t 1 I i 1 ( U : — , \�/ s i { ( I 1 - N 0 RTH WEST I l I i to DECOR. tt 7 {{t ! a i i I I ; ' ii t' I j � I' � I i (REMODEL) t i t (E)2 LH JO1sT1 ; H I i i :—H i k - � 1 i 1 ,li �.� Consulting Engineers I Structural/Civil /,� I I I I ►11 ; " i t — 1 I _ i — — - I 400 COLUMBIA ST. SUITE 240 .1 T I 1 �� I . i I VANC. WA. (E I - , I '; �? ( I ! 98660-3117 , A! - i t fi t ft - I ' r 1 _ j i I i I j 4. i , X f 4 j 1 I 4'i t I c'4 360-693-1621 ASSOCIATES 503-289-2661 t tt`ra I (E) 36GI 1 1 i I 1 ' { I y i , S ,� i I i I I ' t i s y b ! i t ! ` % 4 I 1 1 ` I t I i i + �it�� y ` H F I ;�/ I TYP. 1 •u C 4 ' ; 4.411 titiip,. ._4/1 (E) I1x26GL 1 } t�Ti' { I I i t i I ' } I t \ '.4 �,, r` *if 1ie.'.• , ,.,. , L I TIF I i i it I �; _ � ) &' `� i i" i i s',7 4 S I I I I f Y r ()f , , FI I I i I I � �• G��-� �I 1A11,J, I r I _N I I . 1 U ( " EXPIRES: 6-30-2013 1 I 1 I (E) J O I I I C i 1 f EQ EQ I EQ I EQ EQ I EQ Alr i 1 t ! y,:1 i 1. ( j 1 1 �,�, -- R— 1— 1— i A _.. _. — 1 — — �_ fit, f l ; i o i ,, ( I j Im f I - , I 1 :ci : € { 1 i , , { I # I I . . �� i { 11 ( I I 1 x ( 1 , PERMIT SET 1 [ar t i i I , { ' ( _ ( l ;. I f ( 1 i 1 i I ( I I i I i I ■ l i I 1 f I i I I 12 1 1 (E) I i• 53 ; , i i i t ;I 'IP 1 �` �- i I ( I I CxID 2 1 f — i ) (E) 11X20 GL i } r --7.----22122G i S} - ; ; ' ; i 5 1 1 I i i • 1 TI1 I I ; l cv 1 } 1 ! ;; I ( 1 1 tI 1 1 I t t }is" i III } 1 ( I € 1 } I i i1 I , 1 ; i I 1 I j ( ! I I ❑ ❑ ; , 1 1 ( i I { 1(0 I i I I 1 ! I i 532-1 m 1 i 1 � , 1 I I 1 , ❑ ❑ I ! i { a 1h i ! i DATE DESCRIPTION I I x I \/ 0 i t PLAN NOTES: 1 1. ABOVE PLAN FOR REFERENCE ONLY SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS 4 INFO { ; I j NOT SHOWN I �, I I 2. SEE 50.1 FOR STRUCTURAL NOTES ;� 1 1 I I i ; I 3. SEE 512 FOR ADDITIONAL INFORMATION " N i i 4. INDICATES EXISTING ROOF FRAMING (BOTTOM OF DECK) ' ❑ ❑ 1 14 s 5. INDICATES NEW ROOF FRAMING I N © 1 } ; �, (E) 23'-0' INDICATES TOP OF EXISTING 15/1," STEEL DECK ELEVATION RELATIVE TO FIN FLR �' i I I 532 ; I / ELEV : 0'-0' AND MUST BE VERIFYED BY CONTRACTOR AS REQ'D P},N a /'\ 1 1 -I. 23'.01 INDICATES TOP OF 11/2' STEEL DECK ELEVATION RELATIVE TO FIN FLR ELEV - 0'-0" ° ` i�E) 11x26 GL i . 1, �� — J v . / , ! �, ) 1 i D ,f-6 ,, I I f I f W , I - ,....,K, ..,:1GA'Y.,,,.: a'.Al{Jn. .31' ,. ..,, x v.. t•N:-n, s.N'.''.a9e1P.S .,'.'i. . 1e.,.: .IN.11.,9110,_s4 �' �° ❑ 532 ❑ 1 ? 1 8 a TYP 0 I a 1 11-0029-01 I -5 `<'o I 1 I I i S 1 I PM: i i a-. b 0 i 1 z DRAWN. GM i t; I t i f G O { .-c, `�' 1 l Icv ' I I O3""� ; rl �— s PARTIAL I 6i co o N N ROOF PLANt� U 0 — Lz ( A ,. f=AIRT 1/AL R00-- FL AN .. O i. co W 1/63Q 11-0"!i : : S 1 . 2 IffiEll 3 ,. t',,,ry Y ita +1 ,`J Y t ;;{I a y N ul r„� , ICU ! ,i I tk 'l ti+cl7.a 14 , • • i L _ , STORE #00375 TIGARD 1 - �� 11565 SW PACIFIC HWY 22 6 TIGARD, OR 97223 + ,�� 20 21 51.4 1 III 81.4 10 " /'� k,,, EQ lm EQ 3 EQ SPACES EQ / EQ 2 EQ SPACES ,�, 1 EQ SPACES / - - - - - - - - - - - - - 1 F N: '%, 51.4 S' CMU WALL WTF'. 51.4 TIP. .1 FRED MEYER STORES , C. WSx10 W5x10 W5x10 WSx10 • W5x10 T W8x10 W8x10 W5x10 W0x10 W5x10 W8x10 W8 410 ��i, 3 11 • W$x10 ��ip�� 51.4 ' 3 ''�..,, 51.4 3800 SE 22ND AVENUE �yj ��di.►. R.. �.. ■ S1.A 51.4 /,��I,�� PORTLAN®, OREGON, 97202 R. R ,z-- R R '"!�► 503.232.8844 r,: �- -b-' -^t- �- � �� 51.4 ® �; � b- fir- �- �r �r b- bk�� x x x ' I 503.797.3509 FAX { _� 51.4 cv [� r 3,1 4 ' - - -- 4 T G PL W D OVER f ...= 5005162-65 12' oc. 711■r /\ FASTEN PLYW'D W/ MO I , _ - _ _ _ _ - - - 1 SDSM 6" oc PANEL • 5 4 I 3'/2" CONG OVER 20 GA. VERCO \ ' EDGES 12" oc FIELD 9 TYP. 8-FORMLOK MIL DECK. 5" TOTAL SLAB 51.4 S1.A S CMU WALL • 51.4 DEPTH - - - - - - - 8 1- TIP. 51.A 51 ,, ,; I i .A I A MEZZANINE F ..'- AMING FLAN . S i x4+? 3 M'a 51.4 "-1'-0° 5 CE IL I • ING PLAN , , 447:, W} 114, 4. NORTHWEST ' 9atiG` h , SUPPORT TOP OF WALL // 1 1 , , , I (REMODEL) i , PER ARCH. DRAWINGS it, CEILING, EE ARCI-!. CE)8' CMU WALL LIB/x1 xiSGAx01-6" W/4-4412 II ,,1 4 al pi CE) 8 CMU WALL / 2 2 SINGLE SWEAR ®NNE CONNECTION 1�/2" SID HOLES " 3/4".x4' HEADED STUDS I SDSM SCREWS EA LEG 2 13/4 a HORIZ SHORT I / / / a6 12"oc TIP U.N.O. A 2t° SLOTTED HOLES 3 L DEPTH ON pL , , _ •w - `1 II I 3625162-43 6 12" oc, " ° ` / / COPE FLANGE s ADD L *3x 4-0 I O T CONN BEAM / SIZE P SIZE BOLTS WELD a V AS REQ'D / BLED PER 3/S •: 4' 12 •oc TIP U.N.O. / / W6 B�/4'x3'x0'-1° 2 - /8"� A325-N 5i16 _ :. �i NOTE: 'C4\ I I I CONC OVER MTL DECK C30/1\183C/OVER OVER MTL DECK r WS /CS I " -, " , I „ I / VERIFY WALL CEILING - r _ / ® I PER PLAN PER PLAN ° �'Y';. W10 /C10 '�i�o x4 x0 -6 2 g A325 N 4 I I // / 0 8005162-68 a 12 oc FINISHES W/ ARCH DWGS 0 \I W12 FE 3/a"x4'xO'-9' 3 - i/$"� A325N I/4 a- ( I f I � �,, r';;, w 800T150-65 W/3- #10 � th �° t II a W14 /C12 n' i '' O / tom,. ' ,; , ,,,r • , 21/2 11/2 �- (1, i I ® / 0 /�: ' --- - SDSM SCREWS EA STUD �y . 3 4 4 / #10 SSM T 4 8 EA JOISTW18 METAL FL I� R / Jf//// ' ^' 3 ° ° 1 ° _ 5 __ ___ !: !jIc€!22: /W21 1E/a xA xi -3 5 X16 25N I, - 0 i, ° M/ 1.4-2 --4'--. 2 PLYWD W/ x`10 SDSa 6'oc AT PAN L.�� W24 1E34'x4"xl'-6" 6 1 '? :EN 5/16 3A' L' SEE 5/16 / I LAxAx�/4 CONT BIWN BEAMS °E 3 51DE5 I EDGES AND 12 oc FiELD CONN W/ 5/8"Ox6" EMBED THRD ;{ y 0 5/16 P � RODS IN NI LT I HY150 MAX y ` 5/16 \ I WARDS MIDDLE. ' it, ADHESIVE 24'oc IIa" , II " 5/16 I WI2x1A PER PLAN �� E : - � a / I A ' 3/ ,_ ax11x1'-1' W/ 6-5/8'0 THRD ROD ---- ---- W jryl PLAN DESIGNATION PLAN DESIGNATION r r___,L 71 a� 8'oc EA WAY IN 6' HILT! HY150 362T150 BOT TRACK W/ MILTi 34$x3' , s'' I ±Ltork 1 n 1 �s � KH EZ SCREW ANGHO S 4 0 oc W/ MAX ADHESIVE INTO SOLID R NOTES: / / i,GROUTED CELLS 2 $ MINIMUM EMBEDMENT t't� 1. ALL A325N COLTS ARE TO BE SNUG TIGHTENED 1-41,-----$ 0 0 II (E) .0.G. . ,� ONLY. A325-SC BOLTS ARE NOT AN ACCEPTABLE 0 4 SUBSTITUTION AND ARE TO BE USED ONLY AT / LOCATIONS NOTED ON PLANS OR DETAILS. lf, r L ED PL � f �" � ` , ;,, 2. SEE 2/53.24 FOR SKEWED CONN'S TYF' EBEAM TO SEAM FULL DEPTH 51-TEAR fE PECK �® A I NOTE: 4\f _ VERIFY INTERIOR WALL 4 CEILING 1 ��° FINISHES W/ ARCH PLUGS ',I; 514 NTS CONNECTION ', 51.E 1um11_0a , 4 SECTION , 5 SECTION ,, 6 , SECTION , , 51.E NTS 51. 1".11.011 51.E 1".1'-0" 51.4 ln__i1_O° ." ERM1T SET i:, ,, i p 11 .30. 11 t I i , 7-SEE 1/51.4-i FOR TOP Ilk , il 1. CONNECTION STUD WALL PER 1/5i.4-1 'r OR (E) MTL STUD WALL (E) 8" CMU WALL PIII 3/4'0x4' WELDED HEADED .,,; r -_ __ - AT SIM, 600T150-68x1'-0' W/2- ROWS PER PLAN : , - iiiii. STUDS PER PLAN, OF 10- X10 SDSM SCREWS 10 GA CLOSURE FE EQUALLY SPACED 6- *10 SD5M SCREWS EA SiDE / I _ �, , ,, / 0 CONC OVER MTL - ,-.L- 4 IIPE DEL 8" JOIST PER S/Si.4 �/4 �2-12 / 10 GA GOVT DECK PER PLAN I I y a . / / CLOSURE 1E CONC OVER MTL 4 8005162-68 Li/2xl/2x18GAx0 -6 W/ 5-410 I DECK PER PLAN I ,; CEILING JOIST-2 77 -', 0 1 NOTE: SDSM SCREWS v EA END GONG OVER MTL DECK• ''Ll 800T150-68 W/3- 410 VERIFY WALL CEILING __ _ PER PLAN ! SDSM SCREWS e EA STUD � FINISHES W/ ARCH DWGS ` w / L4x4x�/4 NT BTWN B EAMS ""I: TRACK ; 5/S .x%CHOI EMBED THRD� I W/ " �-_ r _ _ .___ _ __ - __ : � H55 5x5x�/4 BTWN POST Ir h __, / RODS ILTI HY150 MAX I/ PLYWD W/ lO SDSM � I_ / ADHESI � 2A"oc � N i 2, # PER 6/51.4.1 0 7 a NSS 5x5x}/4 LIFT POST �I ,'oc AT PANEL WI2 PER PLAN PER PLAN EDGES AND 12 oc FIELD CEILING JOIST I S 10 SDSM SCREW X10 SDSM SCREW 6 FULL HT / I 12'oc EA CORNER WSx1O PER PLAN 0 '/s 2-1Z ____ /4x4xREQ'D EA SIDE �/ 12'oc TOP 4 BOT WALL STUDS 3621150-A3 irrielia: / W/ 3/4"� MB IN 2' VERT 4■11.; 2 SIDES r SEE 1/51.A-1 FOR SLAB 362T15O-43 T45. I / SLOTTED HOLE. BACK 1/4 Q DATE DESCRIPTION CONNECTION 0 / W12x14 PER PLAN NUT OF 1/2 TURN FROM Ilk ilk Ai / SNUG AND DEFORM "9-s' THREADS L_4_ k' FULL HT 0 WALL STUDS 0 O. ,k ri 3625162-43 ,iti , i ,} FLAN SECTION i 8 , SECTION rtt2 9 SECTION 10 11 S1, 12 SECTIO r , , ' 511 " 1 " r 514 " 1 " � 51.E " I " 't 51.E ° 1 " - 51.E N I " 1 =1 -� tl i =1 -O 1 �1 'Qy 1 =1 -fO 1 =1 -O : , ' 1 . SECTION 51.E rn a in�ll_011 _ _ . .,_ _ , � T}� i, V 8 '; PM: If ,; DRAWN: GM p W iM!' :.....P2 ,l 8a ' , Fj .' I G r,�tk .-Q PLAN p.. N- kV N O 5 i Z�+ i 0 g i, S 1 a 4 iW•_. h}� - y7.1 1,fir., ¢�\1,t�,,i �,„ ..rrkv, r ° e.. ,...r,vr;,Y..f n t„!;;�i„.L ,V r{i 91r i 9 rf f 1 i , e , , ‘7,_ , , i - F.01 F ' E D.1 D 0.01 v� v� v� v� STORE #00375 TIGARD 10 O 1 3 � 11565 SW PACIFIC HWY I< ,E D.1 1 2 9 TIGAR®, OR 97223 " 532 532-I 532-1 r 2 102-1 4 lUl,r_______t�.-�-�I Sx x3/8 L5Y lUlSx40� x8 Sx4�` 532_1 18 I B.O.S. ELEV = - �--� N858x6x3/S L5V NttSx6x3/S`L5V HSS 32 t �155:12xtx�¢ .. N5S8x6x3J8 5 1 � � � x $ 505 ELEV ----- ---_� 1 �} x3ia H558x� 3/ L5V 4 t 55 SxB SEE RCN _ x ,c I I '� PER FLAN N551P�x6x3/8 L1/. - b ,� --E•r-----_x i a, 5EE ARCH 508 ELEV FRED MEYER STORES 32-3: _ x 18 x x B05 ELEV 71- x6xl/1(�, � f SEE RCN � _ t ° a� X . . - - - ELEV - I• L A � HSS6 B.C.S. -v E - - __ _- 532-1�` c`i �� 18 Xi � SEE ARCH co �r �r I �. -labx4x3/0 _SNP b. m � SEE ARCH - ,. -n-- --=n--n*, 505. E"LEY = _ v� x ;1 c� x co c� , x x ao ��32-1 ct> m x x x ! x x x x x x c4 c� lirilliii I SEE ARCH -4- i cA 14 az x x x x x o 3800 S E 22 iV D AV E N U E x 556x6 /S N556 6x1/4 1'P• 1'P. x .� .� •� o) c j 1 I.I x 18 B.O.S. ELEV - - --. ` 53.2-1 v� �n a _ PORTLAND, OREGON, 97202 c0 to_ r I I. YP. 5EE ARCH � HS(oxx1 4 N55xx1/4 a a I I // \ \ ELEV = ' =� , �•, � , � � -- ` i 503.232.8844 � x - I-556x6 x3/S 556x6x - S A CN 503.797.3509 FAX EE R t.q.5. ELEV t ( _ 1 5:0.5. ELEV.r. o 5.0.5. ELEV = \ 1S56x4x3/3 L`5N' Aik 5EE ARCH SEE ARCN / C-3ci7�c � \ I SEE ARCH. _ ,. Alik ,o,, iI Q S Vilir WI" I 53.1 / ii -1—_-- \ \/ / r r I )_ :1T::i:' 12 T1 - I , v, /, 53.1 I \ �./ / - L _ i ELEVATION C ELEVATION , 0 art s1.5 1/8 -1 _0 I M I 11 1,,,,..1l-0" S1.5 1/a..r.-0. E ELEVATION 1/8".1t-0' � �`-` 0.5 1 2 • 1 0.5 I ilw 1 I Na- THWEST 2 fc; 2 10 : DECOR 1127 T1'P. S32-I 532-1 1012x16 � UJ12x16 .�. 5 r i rill Consulting Engineers --� 1012x1 r Structural/Civil i Alik I I U1 x 6 _ \\L IAl\ - x X.. �Q ER 400 COLUMBIA ST. ' 15 `r' VAN C. WA. sr; '� �- _ / N556x4x1/4 L5H � �� r ,r �, SUITE 240 5s `� / N 6x4x1/4 L51�'�''\ 532 i �I- ,� , 1 \I 98660-3117 u}^ 1 1-15 6x4x1/4 LSH '- r- ■� x x 10 360-693-1621 x x �- 1 14 ASSOCIATES 503-289-2661 / / ix Aga I r.,,, „)N IG \ 0 ` .2_. __ uIp 4 56x4x1P'4 LSH '156x4x1/4 L 1 'S56xd-x1/4 1_ 55x411/4 L51 1 10 fl sr I 32-3 ,� _—— %% Tl'P. 0 SIM"� VP'S JMN 8 1 1 [ �� , .r l0/OUT Ili" a� - ' / COLUMN ME i I. N � I ii 4, I / /;404x. -,07.r t. I, - ��`�; 11 532-1 �..J1 r Fr 532-1 4! , ("01 4( l'�'C, .`N`c i , EXPIRES: 6--30--2013 I i "L": -y}{4 1�S11-11—O" _1. . _ 1'-0" I 5 • : , Y, ,, PERMIT SET ,,,- ,5 11 .30. 11 11 4 f ,, .,,, • , .,,, t t i l•, Itt 1' ________.... , . ..............„2 • , SF;3 Ott r it r . .. , . . 1 . A.: 5,\ ' A DATE DESCRIPTION , I ' d 1 s 14 !fit. ;1 Vl 1 v N - b v E Lt 11-0029-01 c�. cps k i..O I PM: Mj O D I:t;;; DRAWN: CAM L. co c, ., O N r om . AW —. - co _ 5 h_ FOOD N o 8 0 , N ENTRY �, ELEVATIONS N� " s}sf 15: 6 Z t1=- , a, L 207, ill- S1 te5 I 0,...c ,li , rr r ' er't, .. 'I ! ',: t = ! �, z t h r ll...�,1 i,.�i.,, z ,�9..H,. ..,, 11'1,d `�",I.1{ ,!� rzR+1,...1J m J ,.> I 1 . . - .. ( - - , ,.;:. ,.., ... .....„---,...,.. : - A _ , .-.-, . ,...,„ .7-• --: A (..3,..,, . ‘11111, C 1 • yer 632 - 1 STORE #00375 0 3 75 •-,, TIGARD - - SSxx1/4 -65xx1iz-- , , . , 11565 SW PACIFIC HWY t ; di,, 5 0 6 ELEV .7... TIGARD, OR 97223 . • • . I ES - • x x /S SEE ARC- , --166&x6 x3/0 -----66&xx1/4 , . - A 5 0 6 LFV , , A 5.0.6. E=EV k , . SEE ARC- \ \ / 6= AIRC- : ...... , FRED MEYER STORES '.1.. NJ NI .. , -1-- -, ,. \- r Nii Nil . -......, .........._ _ X x 14 ____ , ____x . x '.:, x x k X '' ' \,_) 3800 SE 22ND AVENUE .■ '■ :b x ) 1 , .. ',. ? .. \RI, , X 1 14 PORTLAND, OREGON, 97202 , X '1/4 X x N, 1 ( ) 503.232.8844 ,,,,„ ••■1) (5) 7 1 d) TYP, ■ 503.797.3509 FAX ---66x&x1/4 (5) (5) ..5) TYF VIP' , (2) i - i (.5) a 1 [ /-r- - Hr 1 p -eS&xx1/4 632 - 1 , 1 --5- ±-1.:=V - — - , , 1 II HSS&xx3/a , -1- xlit SEE ARC- ..... 1 ao.s. EL...7.v :-.. ( • - Sxx / 4, _ 41 — 4. 4. A - A --‘ - 1 5.0.6. ELEV =. \ / SEE AIRCH ..,,' , , SO J i Ziv \ / SEE ARC ,z- .. ,. ..... , . , V 7 N , , , Z N 7 & co DT i L , : ,,-- . .,) . ,› _ r... , .. H N, - i ,-. , N [ 7-7 _ z s,. , .,„ z , \, , NN, N -N, V / _ , , ,, ITIF „ NAga ■11111■ _, . ... .. .. ,.., .,„ ... .... mr, NORTHWEST , t) ELEVATION ELEVATION CO ELEVATION. , , 5 , (REMODEL) ' 51.5-1 , 61.5-1 ',- JprAgrAorm Consulting Engineers 11 ,v-1 1 Structural/Civil . Ih... . ... AM 111 i ;' ,CD 400 COLUMBIA ST. SUITE 240 , ,Ln VANC. WA. CatEN 98660-3117 360-693-1621 ASSOCIATES 503-289-2661 C41 .<c)•\30,4 , i i -:, crl• it 't: nh "."700 ,i','0' q.'1,0/'■ ,* , , 1 , , '., ( s I EXPIRES: 6-30-2013 I '', , ,.. ‘ i PERMIT SET 11 .30. 11 i „r ' n '')" ' ' Ilj 1 , I ■ ... , , '1 .,. , 1 i'''''' • ) , • '., ' A DATE DESCRIPTION , ,-- _----- - L - .-- ' . E Lt- 11-0029-01 -a 8 ,'ca I PM: -2. -; (z, ' , CO cf P, DRAWN: GM , $ h.-. V ,2^\I HOME 1 9 ENTRY 1 , zr al i „ 0 co ELEVATIONS R, ' -.. i;", 1 1 ›c> m--- 0 „ o (..) .Q.) a) -t, c.--5, z ra' , kb L,.. r 1 , 0-4. ..;,-,- 0... a.8 ''L:46 ---- . 1 m ' ET .',.-6,-1- 0 0- Fe.... , . ,,, RI• Rim RIB; • FOR PIPES IN THIS AREA STEP , , i N 1 N HSS COL SEE PLAN PiPE PERPENDICULAR FTG SO PIPES PASS THRD WALL ', l l q =,.-, EQ 11" �/ � I 4 . 4 _ 1 EQ, EQ 1 v,,r �y / ,I,2j 8 xREQ D to FOOTING ilf I HSS COL SEE PLAN NOTE: I BASE PLATE 11 SAW CUTTING SHALL BE DONE AS SOON AS THE b 4 O STORE #00375 l/8"xREQ'D - 2 51DES CONCRETE HAS HARDENED SUFFICIENTLY TO PERMIT FREEZER WALL © _ WW BASE PLATE N _________` - HSS PER PLAN CUTTING WITHOUT CHIPPING, SPALLING OR TEARING BUT T I GAR pa I; e _ N 1 NOT MORE THAN 12 HOURS AFTER POURING. *- �` `� i/s REQ D RI s; _ - - _ :�, x CONSTR JT '` ------ 4x1'-4' 6 4'-0"oc (E) S.O.G. SAWCUT --' �� 1'---------' r BASE B 1i$' SEE PLAN # " SLEEVE TO BE ' ♦ © EPDXY SET W/ 8 AS REQ D CONC CURB E SIDE EE RC 2' LARGER Ni. 0 _ ♦ *4x2'-0' SMOOTH NEW 50G 5EE PLAN z 11565 SW PACIFIC 6--IWV EMBED THAN PIPE w' ^� : 3' 3-3/4'4) x 10' z SAW CUT DWLS 24'oc (E) SOG 'D' • SLEEVE TIGARD, OR 97223 j 3 ° 2 51Di= AB'S GREASE ONE END TOSL, SEE PLAN ��, 4 CONC TOPPING / / ER �- /� x 10' I I I -� ,� SEE ARGH _� AB5 4-3/4"d) x1O' ---= \ 11111WINIIIMEN1211 r N AB's ♦ u '` -' - ------ ' 0 ♦��r��, 6 INSULATION SEE ARCH = �- _ _ ♦ III - ►��. ah TYP 11 I i i I I I I L- 1 N 1 N =I I II I I I I I I 111 - - - - 6' ':::.:�:.:.:.......A2 1/4 , ♦ 0.0. 0 000°,0 1 -0 1 -0 N oQ�OD 0°,3 :0 0 0 0� / / / / 8 *4 x CONY 1 .. a NOTE: 1. FOR PIPES 3'-0' OR LESS BELOW FTG PROVIDE SLEEVE °p°+i,-6' F MEYER STORES x; . INTERIOR 6 PERIMETER 6a CORNER o-s I= - �= 4 S.O.C. SEE PLAN AND CONC AS SHOWN. o 1 -III- I I-I i *4xI 2-0 a 32'oc 2. FOR PIPES MORE THAN 3'-0' BELOW FTG USE STEPPED C- ' EPDXY SET WI EXTEND UNDER (E) FTG DETAIL TO GET WITHIN 3'-0' MAX 1 2 3 4" MN EMBED s•O.G. A5 SHOWN 3800 SE 22ND AVENUE 53.1 3/4".r_0" 53.1 34 53.1 +� II 1 11 11 1 q q 1 N 4 =1 -0 4 =1 -0 34 =1 -0 PORTLAND, OREGON, 97202 4 SECTION 5 503.232.8844 11� 53.1 3/4"_1'-0" 53.1 3/4"=1 -�" 503.797.3509 FAX 53.1 3/ II-1'-0' HSS COL ' ti S SEE PLAN VERY SPIRAL Y / COORDINATE W/ / 53.1 REINF SEE 8/53.1 ARCHITECT 4 MEP • 1 v i SEE ARCI-I• DRWI S. 0 3-6 SEE •4/53.1 FOR SL, ,::} TOP OF SLAB z SLAB REINF. 3010 CONC. ' \P.P. FOR STAiR DIM. •4x I 6 WOG DOWELS � Ot z COLUMN I/ CONC COL SEE 1- 1- t EL. SEE PLAN (SEE PLAN) 11/2" CLR. ,/53.1 I N 2-0 I-m (E) 5OG',37...i G �� T BL *4 x ,'-- HSS PER PLAN O.G. .. . %I......... /i �\\i �\ X -0- o .QpQOo OR , / A' . � 'Q 0 0 a OVERT BAR �� Q E °/ COORDINATE W/ #5 x Ci_ll- LOG'S, LAP P€R / ,\. \ le1'x14X1'-2" - FC101"iPACTED "6 °O ARCHITECT MEP 8-*8 YERTS L SIDE WALK SLAB, o , 0_10 STRUGT NOTES / 1 °,/\� �/ ?, SEE CIVIL DIGS o d° TOP OF SLAB Z SLAB RE INF. ./\\/ ' ' /� 0 • 2 - EL. SEE PLAN Lu J (SEE PLAN) " TFE SEE \\, �/\\/\\\ ip∎•••■�,�r. \� �-Io 6' MiN CRUST-1ED cL 3/4 �x6 WELDED HS 6 PLAN % //A//1� , ... . \/�.//\\//\y/A , *r4 6 iG�" c.c. ♦ ROCK. �- 48'oc EA SIDE HSS E,4, WAY , k *3 SPIRAL TIE 0 3' • t 11/2' N.S. -EMBED I'-6'. :9 z * E 1 PITCH FULL HEIGHT 1 � .. ... , -,. ..,, : :,, , .... W/ THREE TURNS GROUT - °° 5-*4 CONY � O *4 DWLSx16" LG I_ 8" 1 TOP 4 BOTTOM - `. A -4 o NORTHWEST . . 0 X NATIVE SOIL OR 2'-0" MIN STRUGT oa°° 24'oc (ALL AROUND) ♦ . . . . 2-*4x4'-0' E.W. 1 1 FILL, SEE STRUGT NOTES 1 III 11 '4 CONTRACTORS OPTION ION _ DECOR NNE ' ABOVE I 1 l ( I 1- , WASHERS II-6' NATIVE SOIL OR 2'-0" MIN PLAN / / STRUGT FiLL, SEE STRUGT (REMODEL) NOTES ;} 4-1'0 F1554 GR55 THRD RODS W/DBL NUTS 531 3 "=1I-0" FTG SEE PLAN NATIVE SOIL OR 2'•0' MIN STRUGT N N N N N 10 , /d W/E1 x3 x3 WASHERS 011 o.C. E.I.U. 9 O.G. E.W. Consulting Engineers 53.1 NO SCALE FOR SIZE Structural/Civil FILL, SEE STRUGT NOTES �/�� REINF. eHSS 6x6) 531 1".11-0" �`� ►AL s SECT ION 11 Klifi, ,, 400 COLUMBIA 240 ST. UITE Rf-53.1 1"=1'-0" 53.1 34"=1'-0" VANC.GEHLENWA.98660-3117 MIEN I 11° 4, 11. 3° I 360-693-1621 1 ASSOCIATES 503-289-2661 �z '� z z 6'/ SEE PLAN Q OP BOY, 0 + n CONTROL JOINT 3/4' '� 0 ® ® 0 ® 4' CHAMFER S' SOLID GROUTED CMU -- ` -- VARf ES % % % WALL W/ *5 24"oc HORf Z It. 0 pr / / *5 a 16'oc VERT, OCATE /111 I- z 1 CONSTRUCTION JOINT L i� " /4 CMU WALL SEE VERY REINF. IN CELLS NOT fE 3/4 x AS SHOWN W/ l'+ PLAN / O SS 6x6 PER PLAN USED FOR RE iNF. EA. / 0 5S 6x6 PER PLAN 4 a 2.3/4"0 THRD ROD IN 6" I. 5 WID'' H H55 COLUMN �,:. T.O. WALL / / / FACE BELOW. / 0 s 0 0 / / / �? . ., HILT! HY150 MAX-SD 0 0 SEE PLAN FOR SLAB T N V T A INTO / 0 / A:44 re VARIES 144/ EDGE OF / *4 VERT 9 16'oc 0 EX E D ER B R / 0 / ��; 1 „ / / SEE 1/53.1 FOR 0 THICKNESS REINF �' `' ��"' �` '�� B ALAN C SLAB 0 0 BASE 1E A.B.'S EQ / / CMU WALL / / SEE 1/53.1 FOR BASE 1E / e. iJ*4x 1 "oc �♦ TO BACKFILLING. / / / HS5 COL PER 0 ® *4�16'oc EA WAY, SEE / �,�� , , j . 4%PLAN ARCH 4 CIVIL DWGS •',: T.O. SLAB i , cs� , 14/ 04�► ,- I q i N •- S' SOLID GROUTED CMU / 0 ._-, ,I 12 12 FOR EXTENTS OF SLAB VAR1E5 RAMP SLAB 5EE 14/53.1 -•-==- 11 -:�._ ,► �'Q�GONG SIDEWALK, l /// 5EE 13/53.1 FOR WALL W/ 4 24 oG HORIZ, / 5EE 13/53.1 FOR -/ .��; BLOCKOUT , SEE Cf VIL DRWGS CURB PER 3 -0 _ 4 DWLS � 16 oc � � BLOCKOUT EA. FAGS AND *5 16 oc ARCH THUS: 2-0 u, .'II II PERT EA. FAGS STOP / / 11/ T --2013 Ai i .• • � � ..� ;�I I i I 11/2' NS GROUT RE iNF. EA.FACE AT / � o 2 N5 GROU i'� 2-0( /� ? 2-mom - -� SLAB-CSI-GRADE. ; es ♦ -a *4x N 6 16"oc a / / g_*6J I y I( 13 _1 *5x a6 EA VERT I A, i I T.O. SLAB -m ^ N u � � f z• .; V R ES 0-10 i.s _ ., .. 53.1 0 . '0 4 *5 16 Co c EA WAY I � ., ° / `� ' 18"xl8' CONC PL iNTH, I; SIDE WALK SEE %I g *4x n e l2'oc W/ 5" HILT' CIVIL DWG `Q LR �• (: *4 x �I�.1r TFE SEE PLAN z o * a N 16420/S3.1 F HY150-MAX EA LEG 11 ' - SEE OR �. � �� . tai A 6 24 oc SEE CIVIL *5x2 -6 6 24 oc p *4x 16 oc �I ` 2" GLR ♦ 1 1 1-1 1 111-�1 FOR GRADE �� ►= I m-im REINF / _I I I_I I �I � \ [3-'5 CONT TYP. ® I N N II-6' "6 � 1 -0 1 N 0 0 I N U 2-*5 x CON'T. TFE SEE PLAN *5x5-6 al 24 oc / ` l8"x18" CONC PLINTH, 1 N f ♦ T4B, , / 1 _3 / z � 4 • � SEE 30/53.1 FOR TIES. ♦ r ' _ 5x5 -6 6 244 oc i SECT ION i � �, s �. �® @ -1-*4 CONY TSB TSB. _ �, 12 1 PEI �! -1-*4GOVTT4B �p 3/4'1=11-0" e • ® w ,,, ,,IET .„ 53.1 �- I 1 I l I I ` I I I ii • • �.��.i • • -,-.0 • w w � �, ® ' 1 w w w ■ I■ 21� NI- 311 °I- „J scssJJJ / / III II \ iiI II ill II ♦, , I 4 / NATIVE SOIL OR 2I-0" MIN 1 GEE 15/53.1 FOR FTG 11-3" N 11_ q 2t_8° l'-3" '- l'-6' 2'-8" 3 0 8 6 0 8 i STRUGT FILL, SEE STRUGT SiZE AND REINF. ' 1 ' / . / / / / / / / / 8 CONC WALL NATIVE SOIL OR 2 -0 MIN 09. • W/ *5 6 12'oc EA NOTES 53.1 ' 3/4".1'-0" STRUGT FiLL, SEE STRUGT NATIVE SOiL OR 2'-0" MIN 16 NATIVE SOIL OR 2'-0' MIN (-4- x �- 12'oc WAY NOTES STRUGT FILL, SEE STRUCt STRUGT FILL, SEE STRUGT I-m 53.1 ' 3/4 q_11-0" NOTES 531 3/4"=11-0" NOTES HSS PER PLAN co I (E) 6' PRECAST 111 � '� WALL PANEL T45 , 0 CONC OR CMU WALL, v � E 15416/53.1 .. . ._....::. , . 8' SOLID GROUTED CMU n E) CONC S.O.G.SOx DEMO SLAB BLOCKOUT 2-0 U CONC S.O .SOG W/ *4 REPLACE AS REQ'D, P a WALL, SEE 16/53.1 FOR REINF *4x-IT W/ 4' HILTi . " *4 6 la'oc 1 SEE 4/531 j PER DTL 13/53.1 / a_ cn 3/ �' / / HY150-MAX SD 6 ,� s pr 2-0 / /; . * / 3'-0'oc -� ? 3'-*5 EA FACE _ 4x N( a 16 oc _ ♦ i /2i'''N/3N/3/ " / - , . .r / - / I l ) N WALL j 8 CONC WALL W/ , °. / , • `l 8' CONC WALL W/ *5 ' �, N i I / °o .o°° ♦ Q z I i // ,� *5 12 oc EA WAY ° a° a o J E 6 CONC j -E 2 CLR 12 oG E,4 WAY / ØllffflHlN5w ♦ ♦ 1 PEPLAN G/ .7L *4016'oc EA WAY - "�\ n,♦ *4x 6 oc, DBL r 4 . . \ / v w 5/16 / - 0 TOP, ALT HOOKS iMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIVMNL_,_ Awl '1" /- .`/ � } SEE 1/53.1 FOR BASE PLATE •• "5x2'-6' NDCON�WALL o A106 24'oc, STD 6 END OF *5 / * �'` _* o (E) WSx3I COL 4x©e 6 oc, S 6x u LAP ONTO HORIZ REINF HORIZ TYP a ALL `" 11/2' N.S.GROUT DBL ' TOP 1 ' I-m WALL OPENINGS G, *3x I 48 oc /� / 1 -6 / , SEE STRUGT NOTES FOR VAPOR i I 1 � 3 11 ° _ I I I I 4- /4 � THRD ROD W/ 5 ALT HK5 BARRIER 4 CAPILLARY BEAK SEE FTG SCHEDULE EMBED HILTi 1-1Y150 it *6 6 iY cn FOR FTG SiZE AND MAX-SD, ANCHORS BY -1 REINF - - - - • OTHERS AT GARDEN DATE DESCRIPTION auk iZ oc EA U • 1 1 1 1-111-1. STRUCTURE COLUMNS BY I WAY TSB '►-{I =1 i 1=1 11- OTHERS __ 1 1 1 1-� I I-1 1-I I ♦I I-1 I I-1 I I '----NATIVE SOiL OR 2'-0" MIN NATIVE SOiL OR 2'-0" MIN STRUCT FILL, SEE STRUGT STRUGT FILL, SEE STRUGT '` 21 22 SECT ION F NOTES r o �,.m. NOTES ' 53.1 3,411=1'-0" 53.1 3/4n=1'-0" , /� es • • {e rat 1 U r 1 11 1 19 20 SECT ION 5 9 �. .„,X111 ` ,1. , f'. ' it ' , 63.1 3/ u-11- " 1. 631 3/ "-11-�" 53.1 3/4'=l'-; ' 53.1 3/4"_1'-�" 4 4 4 w .. ' 11-0029-01 Y 8 " .sy t I DRAWN: JR (V FOUNDATION ..c, N � DETAILS c, 2 i :: 0 y c9 l I I �Po � 9 C `I.d •o y 0 Z x�, � ��. O O+i N �. i, x......_ , Li O• - , vi }�� ',.,.. -�.�, ,.�u.� ,+„s.,. .. .. ,fi ,,, I, , ai, ,,,.t,, , ., fi ,. ,to-',, Q.•. ` I - . .a,r.Jt ,,, ,..,,,.+:J Lvl r.« y...c ' � � .. • I NOTE *8 TYP NOTE *1 TIP NOTE 0 TIP /' NOTE *6 TYP Ft , :, ,,, , , :, Er v ey- ,, NOTE *3 AND *3 TIP 77 / / NOTE *5 TYP I y / * TY CMU JAMB AND LINTEL REINFORCING SCHEDULE #00375 / NOTE 4 P 7/- - MASONRY OPNG W (FT.) JAMB REINFORCING LINTEL COMMENTS TIGARD ' I NOTE *1 4 *11 TIP WIDTH (FT.) I-IEIGNT (Ft) SEE 1/53.1-1 SEE 4!53.1-I NO OF COURSES REINF. EA COURSE " FOOTING SC-E D UL NOTE n d *4 TYP 1 3'-4' MAX T-4' MAX I'-4' *6 6 8'oc 6 EF I (2)*5 SOT e VENTS, MAN DOORS, ETC MARK SIZE REINFORCING NOTES yf NOTE *2 TIP 2 4'-4' MAX T-4' MAX I'-4' *6 e S'oc e EF I (2)*5 SOT a VENTS MAN DOORS ETC 1 1565 SW PACIFIC HWY j * H55 5x5x1/4 I-IORIZ / 3 3 6'-4' MAX 1'-4' MAX 2'-0" *6 e Vac e EF 2 (2) *5 SOT DBL DOORS, ETC TIGARD, OR 97223 3-0 x 31-0' x II-01 THK 4-*4 x 21-6" EW SOT BETWEEN VERTS �'- - ___. <i ,� ---� 4 10'-0' MAX 10'-0" MAX 3'-4' *G� * S"oc e EF 3 (2) *5 SOT DOCK 4 PICKUP DOORS ETC F4 41-0' x 4'-0' x 1'-0' TNK 5-*4 x 3'-6' EW SOT H5S 5x5x1/ TOP OF PERMETER AA FF, SEE PLAN 1 " ' ' / 5 14-0/ MAX 1'-5' MAX 5'-4' *6 e S oc e EF 4 (2) *5 SOT ENTRY DOOR, ETC STUB AS REQ'D BOND SEAM / _ � 2 F4.5 4'-6' x 4'-6' x 2'-0' THK 5-*4 x 4'-0' EW T4B •% STUD WALL 1/4 TOP OF FTG TFE SEE PLAN NOTE: 1 " -*4 4'- ' W T PER ARCH. - FRED MEYER 5-0 x 5 0 x 1 0 TNK -( x 6 E BO T.O \ I. SEE DETAIL 4/S3.1-1 FOR DEFINITIONS. STORES (F;) , -I * 2. SEE PLANS FOR OPENING SIZE AND LOCATIONS. �. �, � i I MEZZANINE 24° (") 1 3. OPENING CONTAINS PIERS LESS THAN 2'-0" IN WIDTH. F6 6'-0" x 61-01x 2'-0' THK 1-*4 x 5'-6' EW 145 , USE *3 TIES g 8'OC 4. *3 TIES AT 8"oc VERTICALLY AT ADJACENT BAR PAIRS IN JAMBS AND PIERS. I ALE LIFT 4 ANCHORAGE BY III OTHERS NOTE *1 TIP TIP W MO SEE ARCH U1 TYP WHERE DIMENSION I (�- S.FOR OPENING WIDER THAN 14'-Oli ' SEE PLANS FOR MORE INFO. 13'-0' L x 6'-0'W x 2'-0' THK 1-*5 x 12'-6' T4B LONGITUDINAL how, �, " �� 2 ' F6,13 LESS THAN 24 OR IMF! • 6.FOR OPENINGS TOO CLOSE TO CMU WALL TURN TO CONSTRUCT FULL JAMS 3800 SE 22ND AVENUE 14-*5 x 5'-6" TSB TRANSVERSE H55 LIFT SUPPORT POSTS PER WHERE INDICATED SECTION AA WIDTH, W,USE JAMB FOR 4'-4" MAX OPENING,MIN. 8-*1x 13'-6' LONGITUDINAL, 15-*1x6'-6' 12"//3.// 1211 PLAN NOTES: PORTLAND, OREGON, 97202 F1.14 14'-0' x l'-0 x 2 -0 TNK TRANSVERSE T$B, , " 503.232.8844 5 SOG W/ 4 18 oc E.W. W/ 1. VERTICAL WALL REINFORCING SHALL ALIGN WITH VERTICAL FOUNDATION DOWELS. DOWELS SHALL BE PLACED (Fl) 1'-0" x 1'-0' x 2'-0' THK 8-*l EW TSB ±611 CORNER BARS AS SHOWN ON DETAILS. SEE PLAN FOR TYPICAL WALL REINFORCING. SEE SCHEDULE 5/S3J-1 FOR JAMBS 503.797.3509 FAX AND LINTEL REINFORCING. 5 L INTEL 4 J AM5 SCHEE,LILE PER MANUF 63.1-1 ,'`li- - 2. TYPICAL VERTICAL WALL REINFORCEMENT TO BE PLACED AS SHOWN ON DETAILS.GROUT CELLS FULL WHICH CONTAIN REINFORCEMENT. REFER TO CMU WALL REINFORCING SCHEDULE BELOW FOR SIZE AND SPACING. NO SCALE , /i r I 4 . i i 1 °_° °., 1 3. SEE 9/S3.1-1 FOR CONTROL JOINT DETAIL. "'` 4. PROVIDE ADEQUATE BAR LAP AS PER GENERAL NOTES. ASSURE PROPER BAR POSITION IN CMU CELLS UNO. v L3x3xa 3-SIDES 5. SEE S/S3.1-1 FOR TYPICAL CORNER DETAIL 3, W/"1/2 0x5 H5 6. REFER TO PLANS AND DETAILS FOR SIZE AND LOCATION OF BOND BEAMS AND QUANTITY OF REINFORCING. , /MIN MI 24 oc MAX 4 1 FOOT ING SCHEDULE LAP PER STRUCT NOTES. RUN BOND SEAMS CONTINUOUS THROUGH CONTROL JOINTS 6 ROOF SEE 6/S3.1-1 FOR STEPS. 1/83.1 FOR INF lE1/2x6x0'-11' W/ 4-1/2"� HILT( - , CONTROL NEOPRENE SEE R RE KH-EZ SCREW ANCHORS a6 1. REFER TO CMU JAMB 8 LINTEL SCHEDULE 5/53.1-1 OR DETAILS FOR VERTICAL BARS ADJACENT TO OPENING. / CONTROL JOINT 53.1-1 NTS AT SLAB RECESS. S'oc GAGE W/ 31/4" EMBED *4x4 SIDES W/ Oil°.. CORNER BARS S. PROVIDE VERTICAL WALL REINFORCING IN FIRST CELL NEXT TO CONTROL JOINTS TYPICAL SEE 1/S3.1-1. • . i • 2 SECT I ON 9. VERTICAL CONTROL JOINTS SHALL TERMINATE AT TOP OF FOUNDATION WALL BOND SEAM. r 10. BOND BEAM WITH 2 - *5 CONTINUOUS TYPICAL AT TOP OF CMU WALL AND ROOF LINE. 53.1-1 1".11-0" 11.MASONRY LINTELS SHALL BE SHORED UNTIL GROUT HAS REACHED 15% OF DESIGN STRENGTH. `� 12. PROVIDE 2 VERTICAL BARS MINIMUM TO MATCH VERTICAL WALL REINFORCEMENT. TYPICAL AT EACH SIDE "" OF OPENINGS AND WALL CONTROL JOINTS UNO. CLEAN CONTRO JOINT ROD FOAM 64" U.N.O. 13.USE STANDARD HOOKS WHERE FULL EMBEDMENT IS NOT POSSIBLE. CAULK :.,., ., .,.,, , • :n..n,,, • �e_, , 14,FOR CONTROL JOINTS AT ENDS OF LINTELS, INSTALL 3/4'. x 32' SMOOTH DOWELS e 24" oc.GREASE 16' CONT BOND BEAM WI OF ONE SIDE OF DOWEL / JOINT. TYPE B RE INF AS NOTED STEP AS SHOWN ' WHERE READ W _l /� - - PER 5/S3.1-1 _ 0, 53.1-1 NO SCALE �' .,` SPACING PROVIDE 2 ADDL VERT BARS , CORNER BAR 2'..0' NOTES: PER 5/53.1-1 CORNER (IN REINF WALLS ONLY) TIP UNO ON PLANS BOND BM loil # 1. SEE 5/53.1-1 FOR ADDITIONAL (REMODEL) ...• • ... .. • • • • . • .• • .-.. • •• • , • • + to 1. ,�►�.�° •o�r�e w-mar r•■■�.r.,w wM.�.�-A.-.,_. r� � 2.X ,; ___ r� w.� onsu ing ngi It eers � � �' ' ' • •' __ ► Nom' �■► ► � SEE ARCH ELEVATIONS FOR Structural Civil aF .. , r"' - - '-'�'""'' row.rAmordow LOCATIONS of CONTROL JOINTS. r: 4• T S` i a a LS 6?TEO M A T BI S z \� i o o r�1 2 40 +•••- ---� � ,�� ,� `` . 6 -3117 CMU WALL BOND BMA GLE CO TR I LL JOINT, ROD FOAM II.EN tt ' 4 CAULK 360-693-1621 /�� VERT l ASSOCIATES 503-289-2661 if 1 TYPE A POO'. 6 TYP 5ONID SEAM STEP DETAIL 1 , VERT '.!°' 1 ‘F;F1 D,' t JAM: 8 NO SCALE 53.1-1 NO SCALE 53.1 1 , WY 3i4"=,11-0" COL S� TPr, .. � �•. EBYPL T • T � MANUF NO SCALE , , i :41, 4/5/ I i ' i if SLAB BLOCKOUT � *4x N e 24 oc ' OAS SLAB SEE PLAN AI ' it " - 50G SEE CIVIL DWGS � *"fit,m ,�, � { BENT fiE 5/16 x3 ;1 lir X 12 /2'x1'-4"LG �'' s R WI 4 - 1/2'0x01-6' DIMENSION `I. I `�. 1 .��" �I 1Y HD STUDS. (TIP ae EA SEE ARCH FOR LOC. • /r TOP OF SLAB I I� " 1 EL SEE PLAN (} cap EXPIRES: 6-30--2013 SIDE OF LEVELER PIT) 0a`°° 0 pQ, 1 I r I I 1 Oa�°O Oo' (MITER B L ) DOCK LEVELER SUB \ O 0 0 6° 00 O p \ I I I I I o(SEE DET A-A) FRAME EDGE (SI LEVELER FOR SLAB REINF • �0 0 Q 0 ° 0 ��II 0 . 0 { - MFR)3 SIDES [ GEEPLAW 0 i • I I I I o H 1 , ` .__4 (• 1.5 *4 12'oc HORIZ *4x at 12'oc I I I 0 Ilk co I (.300 . L Lb Z i ° I •Q =N I *412' *4612' EW Cif' vow i ■ *4 . 12 EW W/ X 8' CONC WALL W/ ° MATCHING CORNER BARS CRUSHED FROCK 18" 5Q CONIC PLINTH I *5 * 12"oc EA WAY at w l3 WALLS THUS) 0 *4x j 12'oc o (E) 16 SQ GONG i. . 0 ■ _1 -I 1- .�� / / b- • O *4x Ve 12"oc 8_ x PLINTH , Lli . _;, I I � THICKEN EDGE 0 � \.•�` ( '- " '- ' 1 a! -I 1/2 REVERSE S 1 / NEWS GMU i .. • 1-0 ,e 1 0 WIDE x 3 0 w _ L 3x3x5/16 W/ - - 11-4' j Q 1/ ' 4'x0'-6' SLOPE SEE PLAN c30.a OOo 1-m 2 " / a THICK GONG FTG 12' 3' l0 3 d o a ND STUDS 12 1 / p FOUNDATION DRAIN PER FOUNDATION DRAIN PER \ ( \ z ! / GEOTECH REPORT o GEOTECH REPORT PERMIT SET SCONC WALL ��,,,�� e o 0 '' PER DTL 15/S3.1 OU / " SIDEWALK 5EE 0 SIDEWALK SEE O �� `" Li / /t- I / EPDXY 5ET 5' INTO EXIST J4LK 11 .30. 11 `=� / i *4x3'- e 24'oc T4B 24 oc T 8 I y , � / CONIC. LAP VERT BARS Q Q a o � 1/41 AtIA \ *6x2'-6" 0 15'oc W/ TFE 5EE PLAN / I Qaopo 0 a°.. 0 3�Oo 3 o co 5' HILTI HY150 MAX„...DETAIL A-A ditto . • s o o Oo a tb Oo o 0 00 SD ADHESIVE,, 0 / 0 A. 0 \ . 44 0 ' 0 U .. ilfiiii,A00,Pir •r A ___. , , 1 ,1 = 0 i N , N U 7. i 1 EXIST CONIC a 0*5x2'-0" DOWEL '� VERT BAR / "� �_* r, , SPACING EA SIDE, EPDXY / / I }'\, , CONT.FTG. 51ZE SET 6" MIN INTO EXfST'G CMU � � 1 , � - AND REINF. PER W/ HILTI WY150 MAX-SD OR SEE PLAN I - I - OG _ CZ (E) 61-0"x14' THICK CONC FTG NOTE: DETAIL 15/S3.1 APPROVED. LAP VERT BARS +' 1 1 1 1 5-*4 CONT T4E ,,� 0 1 1 I 1 1 5-*4 CONT T-B m U -I I I I I I I I 1. SEE ARCH FOR ADDITIONAL INFORMATION AT DOCK LEVELERS / 6" / 8' / 2'-10' / , , 2. COORD W/ PREFAB DOCK LEVELER MFR FOR SUB-FRAME e CONCRETE 6' 8' 1'-6" 11-4' / 15 SECT ION . i ,,, NATIVE SOIL OR 2'-0" MIN STRUCT NATIVE 501E OR 2'-0' MIN STRUCT IF 10 FILL, €€ '�TRUGT NOT€� 53.1-1 1"=1'-�11 FILL, SEE STRUCT NOTES 53.1-1 pi.11_/J�11 11 12 , 14 SECT ION �,,/ _ " 1 " 1"=11-0" 53.1-1 1"=1'-0" 53.1-1 1".11-0" 53.1 1 1 =1 -� 53.1 1 v, DATE DESCRIPTION (E) CONIC WALL WHERE a,k et OF COL 4 FTG 1 1 *4x2-0 16'oc W! 5" • CO L, BASE AND I-SS Sx8x1/ PER PLAN (E)W8x31 HILT( NY150-MAX SLAB BLOCKOUT r OCCURS 2 (E) 5' CMU WALL CONN. BY OTHERS SEE ARCH INFILL I (E)CONC SOG DEMO 4 ADHESIVE INTO r7 , STL STAIR STRINGER 4 I 7-1- W/ CONIC REPLACE A5 REQ'D, 5EE GROUTED CMU , SEALANT SEE ARCH ANCHORAGE 51 OTHERS r---- 4/53.1 (E)5' CONC SOG (E)5" CONC SOG I ANCHORAGE SEE I 4' SOG PER PLAN I EXPANSION MATERIAL I 4t' (RECESS FROM TOP COVERED PLANT TIP SLAB REINF r--__ 4' SOG PER PLAN 1/ " STRUCTURE i , Si% _ , OF SLAB 2 ) ApprAirat Ii DRAWINGS -1 N R , c i s , • H5S SxBx/XREQ'D 2 � /16 , 2 �/ •° ° W - ll) s,1,TI ,., `7+ O - w' w ' 2 -1,, v, L 2-m ,� 5116 ;: II �I • • z 1 p� (E) 125(16' CONIC PLINTH 4= v u I _ 4x " t-o 3/ 1_ ' 1/4 �, BEYOND 11-6' I `,t-t, �` 0- a. 16 oc I� 4 X6 XO 11 W/ 2-3/4"d? ,----._._.,. �._- ._.__,, 1 A `',fig° in THRD ROD W/ 5 HILTI !. �, `� H55 8XSx1/2 PER PLAN ;01011111F4 ' CHIP BACK /2 FROM (E) PLINTH 1t' `o d 2-*4 CONT 1'-6' HY150 MAX-SD / 1 `" T O ALLOW H55 8x8 TO CLR -9 ; '' t FILL GAP BTWN HSS AND i E lE) 6' CONG WALL - 41PAPPV 11-0029-01 § 3 :ca 1 . I 11/2'NS GROUT iel I / COL W/ COMPRESSIBLE �r' PM: t-,!Y i r 9 \ _ FILLER DRAWN: JR/GM/CC 11 Ia r 0,� ;"' °o �-) 1 1 I I- FOR FOOTING SIZE 4 REINF u LI `t'- 1 I "co '^I OE: R , FO ATI,°_-' NATIVE 501E OR 2'-0' MIN fE 4 ANCHORAGE AS REQ D I 1.7=,1 1 = l i�1 1 I- NATIVE SOIL OR 21-0' a sic ,AN� o STRUCT FILL, SEE STRUCT -I I I I MIN STRUCT FILL, SEE 1 DETAILS 9 , N NOTES f CONC FTG SEE PLAN FOR / STRUCT NOTES 51-6' 50 x 14' THICK FTG • -° ,a SIZE REINF, E..) ,c,Z=, "I' 1 SEC11ON ,'i� 18 19 �� 20 SECT ION . t' 53.1 1 ¼ 3J1:j)" 1 " 3/ " 1 n - ,,,,,,..1,_0,. .. 3/4„.1,...0„ o v ,r /4 -1 -O 4 .1 -� 53.1 1 63.1 1 53.1-1 3/4"=1'-O' 3 a 1 Emm 1 sou 9 O -- , I0.L r++�`,„1 ,,,�r, . ,'"' .,. II • , sa,„ , i, y' 1 ,, , ,_, -,,: : li ! A I ht IM1 4 1 STORE #00375 FE /4x6' SQ EA SIDE OF 1, TYP. L3x#3x3/16xCON'T W/ 2- *12 SCREWS AT 1 TIGARD CHANNEL W/ 5/s"0 A325 3 " , oc AT EACH STUD. . 5O LT TO OF 3' T L6x6x/16 CONT WI /4 0 48 IN 3 B L P VER VERT SLOTTED DOLES 9 24"oc PRFFRFi'6.1 RLECK SLOTTED HOLE -5/ �� NOTCH AROUND NEW THRD ROD 6005162-43 a 24'oc N L STRUCT NOTES 11565 SW PACIFIC HWY 2 s 436 THIRD ROD S oc TO ALLOW VERT SLIP 3 " HORIZ MAKE NUTS FINGER 1, FE /sx3x0-10 WI 600T150-43 T45 1/2 MTL DECK TIGARD, OR 97223 L5x3x 4 CONT W/ EA SIDE OF H55 TIGHT DEFORM THREADS in SIMP i/2x5" TITEN ND 24'oc ---r- - 3, e T / . - . , , 3/4X�OX1 -0 2 Z SX2X� w, i 3, li/2' MTL DECK PER PLAN EA FLANGE —gr. sx4x0 6 AT EA 1 1 W12x14 PER PLAN CI-IANNEL FLANGE 1c: & n_,.. - / 4 oc ti':3 SIES 2-12/4 a 24 oc PREDRILL 1- ,�/. FRED MEYER STORES .. - C8xi1. x0' /11 r 2-12 I s 4- - / ® 3/"� A325N - (E)5/s' PLYWOOD T1'P. GAP �P x0-5 5Q I I lip=- iw all�'�'�'!-i��i / !!* / 4 5/16 - : 132 ;; �- OLT, TYP w _ _ __ I I W/_ W15x50 PER PLAN 3 2iiN 0 1 �c W8x10 PER PLAN --- I ►1 ► ==° \ , I ■ 3 GH F U TE, 1 / =111:, _ �� , -""`� �...._ • 5, 1 4 1 ' W18x46 PER PLAN s PLYWOOD W/ #10 6"oc I I I ► -- 3800 SE 22ND AVENUE �, 1 10d 0 a 4 oc 0 EDGES I PRE-DRIL HOLES / �__ I.J....___.I _._-___..__.. -_ _ _ ______.-_ 2x6 BLKC AT EA PAIR '? IN C4. / � FE 3/sx31/2xl'-01 W/ '/4 %1 i _ ____ OF SIDS SCREWS W/ --�-� ______\. " PORTLAND, OREGON, 97202 2- /4 A325 BOLTS lOd 4 oc INTO 4x6 / " l I I r 0 0 I Q - 1, " I I 503.232.8844 GJP >E I SIMP 434 EA END N 2 PLYWOOD I I _# " / , (E) 6x6 M1%1N,N„Hyl` (E)5/8' PLYWOOD I 1 I 2 10 6 oc 503.797.3509 FAX TO C4 / fE 12x12x1'-01/21 (E) 2x6 9 24 oc I I I I I r 4 (E)8' CMU O I O I 2-5/0, A36 THRD ROD �,�►,,,►,i„uu,r 1� I`�ti WALL J I - ---_ - W/ 6" HILT( HY150 MAX V i/ '' / i /� I I Mr:t " / `�� fE 3/4x6x1'-0' I '` I -- 4X6 LEDGER W/ 2 ROWS'v � v` 1 r.� I r cv/ / 4DHES1YE S oc HORIZ ,/i C12x30, SEE DTL II/ 4x3 a0 12"oc rte.' ` �. � ,/ 1 ' � -� � � � , SiMP 5D5 �/ / / P 4x6 5Q I I f i 12/S3.2 FOR ANCHO /' I ; �° _ - i:-= :. / FE i/4x6' SQ EA SIDE OF i I / / 1 ,/1 BOLTS EA SIDE :1i'-!__ /I: W16x31 PER PLAN / CHANNEL W/ 5/814, 4325 V ' _ - 2� �/x10 2'-111 / 4-14314, � �0/ BOLT TOP OF 3 VERT 1 T Ilia FE 2 x W I W18 PER PLAN /I ; I .� C12x20.� 4x6 HTT4 W/ 0 0 -� �F� 43255G EA BM, SLOTTED HOLE f _... ' �`��; / I -3" SIMP HANGER I 1/4 2-12 ' / (E)CONC WALL - :1. I KERF THROUGH COL �. / 1 ;:I i __ �. 5/16 I / H55 Sx8 1 �u ---!-,"/,n 3 SIDES SIMP HTT4 � 12'- "o 1/4 ,2-12 / I f' 0r'f � P 0 c 1 / PER PLAN I C4x7.2xi4'-0" { TYP 5/16 5/ "� THIRD O W/ NUTS 1 (E) 32 LH JOiST / (E)8 CMU WALL Ix/ l':///1 j/, ® 3 SIDES 8 ROD DBL L_ %-^_, I; 3/16 / C12x20.1 TYP ' SOLID GROUT AT ALL (E) JOIST ' ' ,' VP ANCHORS ;,i� �� GIRDER BELOW I i� I -`; L4X4x'/4x0'-4' W/ GRID 1� LOU) SEAMS 1 1. J,J,/ / . 1[4_ 1 I 3/4"4'x6' TIEN H a 4 -0oc (E) 42" TJH JOIST / - I-155 5x5x5/1� (E) 44" JOIST GIRDER if ' ' / t}, xx NORTHWEST . . I I i r I 2 � SECTION 3 SECTION . 4 , 5 5 CTIC)N , 5 SECTION DEC • R 32 1".1._0" 532 1" 11-�" 532 1":11-�" 1°?_��_�n 111=11-0" 532 (REMODEL) , 10 6 Voc----______,4_ I TH, 600S162-43 W/ DIETRiCI-1 / Consulting Engineers ,'- fE 20 GA x 6" CONT W/ I 3/2 FASTCL I P AT EACH -� �� 2-10 6 12'oc EA SIDE `�%I" STUD. ruc ural 1yd 400 COLUMBIA ST. K'w A ? SUITE 240 k 1/2 MTL DECK i PER PLAN ` VANC. WA. I '„ i . ' ___ 98660-3117 0- ,, ,k #10 EA SiDE 6 (E) MTL DECK 11 1 2-HILT( X-FONT POWDER CUT WO4/ fE /sx3'/2x0 -11 W/ " SSOCIATES 503-289---261 -- --- I ACTUATED FASTENERS. ADD fE /sx8 SQ 600T150-43 TSB --- I AT EACH FASTCLIP. 3-i/s'� 4325N BOLTS --\ , ��° SEE 1/532-1 / 1/2' PLYWOOD W/ , #10 . 6"oc } 600T150-54 WI ) I I 10 EA SIDE 0 EA STUD 1/2" PLYWOOD WI I� l 1 4� I 1 ON11\ f 5/16 2 SIDES #10 6'oc / / _.....A..._ I �-' I I �� I ock - , / ‹, I TYP. 5 / / 12" (E)W18x35 I I r� I 5/16 r ' 9 ,{ /8 PLYWOOD #10 SCREW 12"oc / / (E) 12 CMU WALL • O 1 I O �,; %ii.D ,� , l 1 , r y STAGGERED / / 4.- , ri - 6005162-43 6 61oc - /r'0 . VA lOd 4 oc W12x14 PER PLAN W12x14 AN ►/ �✓ I PER PL 10d 4"oc 1 / f� g / f(E) 5/8' PLYWOOD o / x 1 �f �� O 1:'- : SINGLE 1E SMEAR ,, u lOd 12 oc �; / W8 3 fE �/xREQ'D W/ 2-3/4"0 CONNECTION, SEE N .. I I/ " 11/2 p g AM SCHEDULE 12/53.2 - ERECTION BOLTS EA SIDE 2 2 1 2 , n SIZ BOLTS WELD a [ COPESEAM A A (14/532 a SKW ) 45 Q � 5/16 � D �� / FE �/xREQ'D 145 3 SIDES �`" W6 1/"x 'x '-�' - �/ '� 5 4 I /' 2 B i�" TYP. fE 4 3 0 2 8 A325-N /l ea EXPIRES: 6-30-2013 / f 5/16 ---� - -- ( �, 2X6 � 16 Oc ' / / ,r "_ , " ' c� II_ - / .� _ �/W1x31 PER PLAN 1 =1 0 Fr____ Wl0 /C10 12'5/16"x45(0'-6" 2 $ 4325 N 4 I I SIMP L826 _,�.� / I � W12 i � I 3/$1X4"X�'-g' 3 - '/g'0 A325N i/4 i' I �� qi. REUSE (E) 4x6 NAILER, COPE ( % / I O I • W14 /G12 HANGER F I , b AROUND L3x3 1 / / I �I " IELD WELD I / / 1 N ilb a , AT EXISTING W16 FE 3/s"x4'x1'-0" 4 - 143'0 A325N '/4 1 1 ©j SIMP SDS 1/4x3 12'oc, -� / I I c- ��e" W18 it_45„,,,„\\„,, BEAMS T, " a PRE DRILL HOLES IN WF jI r I TYPC4LW21 f'3/s"x4'xl'-3" 5 - 1i810 A325-N 5ii� r-- 2 3 SIDES L3x3x�rx0 5 -I NOTES: W24 fE3/8"x4°x11-6' 6 - 1 10 A325-N 5i /V EA LEG T4B _pø 6 16"oc 145 ,� 5/16 � 'Il■.„mumu,u 1. ALL A325N BOLTS ARE TO BE SNUG TIGHTENED (E) 42' TJH JOiST �� / i, i, ONLY 4325-SC BOLTS ARE NOT AN W2-i fE3/a"x4"xl'-9' - 1"� 4325-N 5/16 1E' i/4x36xCONT W/ 5 ROWS / / WiS PER PLAN 102 W13 PER PLAN TYP. mss✓ ,� ACCEPTABLE SUBSTITUTION i 3/4'0x6' SiMP TITEN HD ' 8'oc 5/16 / COPE AS REQ D COPE AS REQ D W30 F23 41 x4 x2 -0" _S 1'0 A325-N X1(0 Ei POSITION FE SO ANCHORS Z. SEE 14/53 2 W� BEAM INTSLL IN CENTER OF 5/16 FOR SCREWED lE W33 fEi/2"x4"x21-3' 9 - 1'0 A325-N 3/8 PERMIT SET TYP. XI GROUTED CELLS 5/16 - 5/16 1. 3 SIDES 5/16 TYP. W36 fEi/2'x4"x21-6" 10 - 1'. A325-N 3/a ry4., . � t SECTION . ��jjj 9 10 , 5ECTIC)N 532 1"- 1'-0" , 1"=1'-0' 532 , 532 53.2 i".1.-0" NITS q.m , 4x6 NAILER W/ SiMP, 2x8 W/ COUNTERSUNK PF SDS1/4x31/ " 6 " 3/' 3/4x63/4x1'-1" 5/ " e 6 oc IN fE TYP (E) s PLYWOOD (E) 5/ PLYWOOD 4x5 HILT( 1<H-EZ a s PREDRf LLED HOLES 48' oc. PROVIDE EDGE OF NEW WALL i ��,. , ._ ,, �'r , <Y'; FE 11/2x51/2x4'-0” (E) 6x6 6 TOP OF WALL IN CHANNEL. VAPOR BARRIER PER 8' CONC WALL 9 CENTER ON WS PROVIDE VAPOR ►-"r:��r STRUCT.NOTES. (E) 5 43' PLYWOOD Ai, W'` L BARRIER BETWEEN 2 f, - - - --- - -- - - - (E)6x6 /� - - 511` :Sit-. T( 811 GONG WALL SEE 1 3 , ,� i1 3 V fE 1/2x6/4x1 -9 TYP (E) 6x6 0 TOP OF WALL ::::PLYWOOD F INF ELE O/ RRE 2x 6� � R fi'_ I1/2 x5'/2 x41-2" 2x6 � 24'oc 53.2 I STRUCT. NOT-z it r JOIST ;I a, I I ``� _3i"� 1/ ' SIMP LSTA 36 Cl2x30 W/ 2 x4 ;,��:.x...._....:......_�.�..�,;.�.1..'— -�.:. I I I I T- II ' 4 2 ` I I i ;;;;■ ";,"' '- HiLTI KH-EZ a 32'oc, �' 48'oc (E) 2x6 16'oc - CUT BACK GL TO `* PROVIDE 11/2" HORIZ. ' I ALLOW FOR I1/2" FE oopprimm„. O i,;,;,1i,,,,,,%%. SLOTTED HOLES FOR LAST (E) ''/8" PLYWOOD • II.,,,:::a 6 FEET OF CHANNEL EA. © I -- END. / P-11 'I 'I* 2' _ = - -- --- fiE 11/4x51/2x4'-2' <-r-F,. , ' �r - C12x30 TYP W/ 2-314"x41/2' • �� © SEE 11/53.2 5/16 • a •. . :��,,,,;,,,,,,�,,,,,,,,,,,,,1: 1 HILT! KH-EZ 6 32'oc (E)6' CONIC WALL �5;11 DE \ TYP 2 (E) WSx31 (E)6' CONC WALL 5/16 r _i�' `� C12x30 TYP W/ 3-518'x51/2" O <I-YP. ATE DESCRIPTION mfa� I I .4'Y,llltl,f:lht �. � HILT( KN-EZ s 12'oc 5/16 / (E) WSx31 II I i 12.11m,�;u,�, \ E SHORE PRIOR TO _.v 3 SiDES II ,Lr it REMOVING (E) WF � • \ TYP II NEW CONIC WALL 2_„5 T4B LONG WALL 5/16 / + O FLUSH W/ COL I`Ii I .1 i ,1r I 'r, C12x30 TYP W/ 2-3/4'x4'/2" C12x30 WI 3-HILT( (E) 11x26 GL 5/ "x51/ 'KH-EZ 6 12'oc (E) WSx31 MILT( KI-I-EZ 32'oc, 8 2 (E) 6" CONC WALL PROVIDE 11/2' HORIZ. ° 12 SLOTTED HOLES AT LAST N Q 11 " 6 FEET OF CHANNEL EA. t,r `�' a r 532 � 1"=1'-0' (E) 42 TJH ''� �L L" n I Il ., 83,_0"0�i Ile - END. _ ,w� 53.2 1 =1 -0 VV o, I-_ �``� 1 13 1� 15 SECT 1 c:::)N � � �O � x ' �� , , Q ,1 � E , f { - i. .,, o-{,5 , ?roA, A..,,4.,.Ili ,,�o-,nz Q ,.4.....�4ta.v„r4,,..la.,.,, ,..r...,e,} L,f.v,r.{,I.... Y `I v 532 i"=11.0" 532 ,� 1"-11-0" 532 , 1".1'-0" E 1-. 11-0029-01 .� o PM: -v j,, O C0 I o a (0 DRAWN: GM d G M. ' �° , N DETAILS 0 4, ;I rte, O � R,;:: Gam. `' 1 '4,7 " 1 + 2V) .,,1,.,1 O 2 z,, --' S3 . 2 OJ ;.: iit,; p. if ,I!r, , F,r Y`.,_ .,.«,t ..,v,a ,. ,, , A + e"iyJdU , l I4 ', ;1J■ 1 ,.I. , _ , =w`+, r-�.u'M1. ,..1ri ■ } ;a , r , , re `y t!ski 1,�� fe 3/iro CAP AT 1012x14 PER PLAN MTL DECK PER PLAN } TOP OF COL 600T150-43 W/ *10 • W21x84 PER PLAN SIDE #00375 LIJI 4E RE OCCURS E A DE E A STUD 11/2"e STD HOLES Milk ___ M s''� M MR Ma MI I TIGARD fiE 3/ax(-4+1) P4"' 1-4ORIZ SHORT ��'r� D TRC U C P W/ s ? SLOTTED 1-4OL S 3-+�ILTI X-EDNI INTO L4x�4 ( mat) T I METAL/16/ )lik /1(0 --IN 1" 11/ 11 —` '1 i 2 6`w ` ® I PER PLANS 11565 SW PACIFIC 9-I AT `� L4x4x1/4 CONT HWY s/1�\ SQUARE /I�/ i ,, TIGARD, OR 97223 PROVIDE SQUARE: Jr BACKING BAR CJP 4 2-12 I{. OR BEVELED END 3/8 END 11,x3,8 W/ � � ,, , ,�., ,7-0,-........._ ° AT BEVELED END - 3 =",`� ---- 1/4 2-12 4 �, __—_ �/1>0■ BEVEL �, __ �8 >-. 1 °lor / `� TYP. .t_.-- --1 a /-1 �-� �� -1 : _° S/1� END (OPTIONAL) Lox x3/s EA SIDE, RUN 1/4 I ' �' �- --� • � T G) 1� W21x84 , / rill" /'- BETWEEN W12x14 S `, 4 4, 3,11 � c- - , \\ ( c^ -) `l C� 1 PER PLAN FRED MEYER STORES �`� ,� PROPORTION D 41-4 - 4 A36 THRD ROD AT FE 3/8.x(H 1) FOR t<3/a" BOTTOM OF 2' VERT INC. TO PROVIDE WELD 1� 3i x(H-11� ) FOR t>_3i " BUILT-UP fE TEE W/ STANDARD S OTT NO 5 1/4 I \ J // \ �- ,--) // _I C { , ' I �,� �� CLEARANCES OR 8 2 a OR NOR(Z. SHORT SLOTTED L ED LE 3-51DES I I I ` s_, `� I N BOLT TIGHTENING 5/16r HOLES FOR '/s". A325N BOLTS /4 I I I 3800 SE 22ND AVENUE � ' FOR SINGLE fiE SHEAR NSS Sx6x3/a �/1� \ SEE I PORTLAND, OREGON, 97202 7 "'` ,4 '� 5/16 / CONN. SCHEDULE PER ELEY -�j-r-- <(P T8 ° ° 1 AI.4-I,' r------•,` �/ TYP. 1/4 / �► 1 503.232.8844 _ ' �� I 503.797.3509 FAX ji1� 3,8 __ �.`..A .r a�. HSS 4x4x ¢ AM TO COL PER ELEV , - , I I '#S ? HS5 4x4x1/,a, ALICxN W/ -ISS 8x8 �oOOT150-43 W/ 6006162-43 0° 'G A < 30° 30® c A < 10® - `-, 2-1-41LTf X-EDNI 9 0-i 16"oc TY _ Ai_._____� b BOS ELEV 16'oc fil I �/ / 4 I SEE ARCI-1 ° °4 1,4 I I X10 EA SIDE ,. KERF TRACK , , TY")I CAL 501..TE ID ---,:-- LEG e NORIZ I I H5S 6X4X3/g IN-- 4-458 8x6 1 TYP. SKEWED 1,4 I I STUe 2 �. PEELEV PER ELEY r o o ----- -- ° °1 _� 1 1 1 53.2-1 : N.T.S. 532— N.T.S. I ' J °10 ---�.° ,_ - ). 4-#10 TYP 4- 10 TYP -----._.-) a NSS 4x4x1/4, ALIGN W/ 1-4SS 8x8 1-155 4x4x1/4 600T150-43 PER ELEV H 6x4 • PER ELEY L2x2x10 GA x01-4' W/ 3-1-WILT! NNW X-EDNI TO H85 AT EA STUD • , _ -- 11-1,3 BOS ELEY ,�,, H55 SXSx�/� SEE ARCH•,C,w PER PLAN HS5 6x4x3,8 NORTHWEST ' 81_0e ,; PER ELEY (E) 2x6 6 24'oc • DECOR SKYLIGHT PER ARCH I 3 SECT ION 4 SECTION (REMODEL) r (E) 2x6 DEMO 1 1 - ' I 111-11-0" J' 32-1 1"=1'-0 i I f SIMP 434 a 32"oc " Consulting En Ineers SKYLIGHT 1 32 1 " /..��i`ll:� 9(E) 2x6 Structural/Civil OPENING --__ __ . __ ,; 1`� al 1-(N)2x6 PT 2x10 CU - I P RB '� 400 COLUMBIA ST. _ f 4-SIDES A's; SUITE 240 i VANC. WA. -" f a SIMP ST9 EA TO PARAPET 98660-3117 1 _ CORNER SEE ARCH 1-(N) 2x6 ' w *10 EA SIDE 360-693-1621 (E) 2x6 ASSOCIATES 503-289-2661 Adak, • METAL DECK - (E) TRUSS TOP NEW SKYLIGHT CHORD SIMP 5/H2 9 EA STUD PER PLANS ; OPENING SIMP 434 ngiv j WF BM PER PLAN TYP EA x6,NAIL TO (E) 2x6, RETAIN W/ 1 CORNER W/ 16d 12"oc L°� (E) HANGER I iqL\3 Cil/JO (E)2x6 24 oc - - __ 4.C. Iff" 4' Eli 7 1/ Co cSt.a u:tr/\-110 EA SIDE + � Z4; / 3" 'f:*`1 ot0*/ siv, , , , , 5 PART I AL FLAN SECT I ON , 1 SECT I ON I 1 1,8 3, i / 63.2-I; 1 —� 1, 53.2 1 /J� p 1 A 53.2-111 32 1 r —_ __L_-_ _— '►/�r�,,. ,,,..•. �f�,1 — 111-11-S1J 11 SlJ ( ) 5/ " PLYWOOD X10 6 oc I SIMP A35 a 'bloc TYP; V64441/1,4•,/E s PL D `� (E) ROOF , , . I USE 10x1 WOOD SCREWS 1j I I a L° ° J ° ° INTO PLYWOOD SHEATHING 11. e/ `� , 7A ,�°� II�Y. G EH�- �a ` IfY "L' = = YYY!ll��YYYY EXPIRES:600T150-43 W/2- 10 6-30— 2013 1 6005162-43 AT !7 " " '° ; !� (E) 5/4x34/a GL 6005162-43 EA STUD EA LOW FLUTE �� !!• T lir CONT W/ 3- `1®� .• ' (E) JOIST (E) 2x6 a 16'oc a EA STUD SIMP MIU 3.56/16 ti HSS 6x6x1/4 N . HANGER TYP 6005162-43 , 16'oc TYP i s �4, 24°� CONC COL PER PLAN �'``' ►ill�', dif - ! A HSS 6x6x1/4 i 4' A I►:!1! 111E-Mil I 4 6005162-43 I° PER PLAN I PTO r CONT W/ 3- 10 4-#10 TYP ""` H55 EA STUB'' --___,_ -- -- 2x6 EA SIDE OF HSS I c��° ° ----- ° W/ 3-SINP 5D5 1/4x41/2' I ` 1 I FULL DEPTH 31/ " L5L BLKCx ,> r 1 I `' I 1 0 J `\- eT ___ ___ I EA SIDE OF 1-455 TYP I' TO BLKG TYP 1 ; • i 8- i YERT II c_fit°-�- °-0 ° ° ' 1 1, L.,.....�`'^ i ► H85 CO PE PLAN I 1 2-3/4". THRU BOLTS, 4 � L R PERMIT SET 1/4 / --- TOP BOLT IN CNTR I x 1,4 4- 10 ' �� I (E) 6" CONC WALL OR 11'�� 1 ( OF 11/2' YERT 6005162-43 I ,, Ai / (N)8' CONC WALL I._______-� SLOTTED HOLE 1 H5x4x1/4 II ,�� II / I 3 A 1 - "� L2210 GA 01 4' W/ 3 HfLTI 5S xW/ /4 x4 © WELDED 1-45 EA i X-EDNI TO H85 AT EA STUD '•» •® QUADRANT 6 48'oc ' , SECT I ON WSS 6x4x1/ 4 I i 3 SPIRAL TIES SECTZ7 N e' PER ELEV. ! ! 3-SIDE 3"oc, TRIP I 532-1. 1"=1'-011 532-1 111-11-0n TSB S 1/ I/ 4 1, / ; 4 I // I 5/16 i£' 1/2'x12' SQ W/ 5/16 4-3/4" 'X41/2' HILT! KW-EZ II 1 1rtT< e9'ocEAWAY 1 i cr., • 10 12 'h 63.2-1 ' III 1i-/J," t 1".11-0II 532-1 ' 111=11_0n •. I . I 600T150-43 T413 1455 BM PER ELEY 1455 BM PER ELEY I -__--_-_- -~t TO PARAPET r_ , SEE ARCH i ; r �' I (E) 2x6 24"oc ��? ,'1' I I I 1 ;; L____J - 1, 0SI2-43 a 1oc --_-_----A 1 I H55 6x6x% 4 2-12 I PER PLAN 1/4 Pr 2-12 H55 PER PLAN 1 H55 COL PER PLAN x (E) 5/8' PLYWD ` t I HSS 8x8 COL n 1 A DATE DESCRIPTION (E) 6x6 3-SIDES 11-•--- I 1/ VERIFY 3/4'. PUDDLE 1, 2' '/4 / •' 1/ WELDS 6 6 oc, IF 1, 2'A BOLTED CONK PER WSx31 CNTR OVER COL 1, �' ASSENT PROVIDE s 9/53.2 TYP 4 \2-12 4 , r MTL DECK 1/4 2-12 --------------77,77,--17,. HS5 BM PER ELEY (E) 11/2" MTL DECK 1 3-SIDES / L3x3x/4 CONT ,, 1i I 1/4 HSS PER PLAN ,. (E) WOOD ,� 1,.�I I\ 1 I / HSS BM PER ELEV _ ... W _.. i I , , N TRUSS ///1// ,i , . iii (E) H55 5x5x3/16 0 tl / 1.1.18x10 Sx10 PER PLAN �2 I `6' (E) STL JOIST Y W8xI0 PER PLAN I 0 l5 anti v f� pi SIMP L30 W/ 4-#10 1 1 41 . ). .. _, N `� (E) CONC ?I L 4x4x3/x0'-4" EA i EA LEG EA STUD 1 1 I $ A (E)> /2x9 SQ 0110 1 1 1 ' ; , o SPANDREL SIDE W/3/4 �x4 3-SIDES _ /,t I I 1,4 / SIDES (E) JOIST / / •d PROVIDE 3 . ACESS L4x4x3/S EA SIDE OF COL I `i TYP. 3-SIDES.. , ,f I i HILTf KH-EZ 1 1- 1/4 i HOLE FOR ANCHOR = 3i' MB IN 2" VERT 1/4 , 1/4 L2x2x/4x0 2 1 I A / r-'--I W/ 4 I co '� ;� 'I I L2x2x/4x0 -2 / /_ INSTALL SLOTTED HOLE. SACK NUT I I ,0 fU (E) 8 CMU / ;1�1�1UUH1�,1i rha. '' 1"------j OFF 1/2 TURN FROM.SNUG 4 I I' - , L2x2x1/4x0'-2' „. c,, 1 _ 1,:;. O DEFORM THREADS J LIFT COL PER PLAN �'N /4 IFY V I a,y 1,4 / VER OR PRO DE / H55 6x6x1/4 CONT WI 11-0029-01 • `°o i SOLID GROUTED CELLS 0 i 3/4'0x5" 1-4ILTI KH-EZ PM: { ,",,,u'� •o a ANCHORS 32'oc V TYP. L c„ "' 1/4 / DRAWN: GM I 1 SECT ION '! I f0' 0 13 is 14 16 1 18 r . I 1� .c ' 632-1 1"=I'—�' 532-1 1°,11-�" 632 1 1"�l'-�" _ " I " 632-1 s 1"=11-0" 532-1 111.11-0" FRAMING 53.2 1 DETAILS 7,.n.• .V p Msro U■ Z"e. , N O Q V+ � hl . 1 0 (1) tots.--O .0 3 t Y i t", a. ,I ,: `h t4 i :N 1 ,I+ a,,, 1 1 I NOTE: 6"0 PIPE MAX. IN EITHER DIRECTION, CONSULT STRUCTURAL ENGINEER TOP C1-4ORD FOR MULTIPLE PIPES 4 OTHER CONDITIONS NOT OF JOIST COVERED IN DETAILS. e r PLYUUOOID ' USE TH16 DETAIL FOR DUCTS 9 SQ. FT. AND LARGER ;' � „' fi IN CROSS SECTIONAL AREA. STORE #00375 1D5L NUT U/WAS-4ER - —_MIN JO15T W.° ” r�- .. ..f� &x& CF-I NO. 1 1/2,1 [� T I GA 0 0 0 3 M.I. WASHER a o % BOLT W/ 4x6 SPANNING RUN STUUIN 3 JOISTS 21/2"� WAS1-DER BTWN. 2 JOISTS ._. :-. .-� -'OP AND BOTT. rip S" MIN EA W/4- 10d TOE JOIST 11 1 '1 11 ."-�. 11 1 SIMP. SIDS 1/4x4" % ,/4u LEA LEG 11565 SW PFIC�� NATIGARD, ►..III►�� 3". STD. PIPE -, �; \\O/f �� o ii ll 11 � � CLAMP�� rr TWN. JOI T I II A /r B s s �� "� T+H A 1 `oI, I) \II 0 2 RE DED I 5OTT CI--10RD 2 MAX / L6x6 CONT LEDGER ROD a EA CORNER i I DBL. 2x6 W/2- 4"0 PIPE RESTRICT OF 1-400ID (4x) OF JOIST 1 4 , 1/2 MB. AS SHOWN SPLICE BAR 2i2' SQ x . (2x41: MAY BE PIPE FROM SLIDING U�NISTRU.IT P1000 �1.1;1).11i1 i9 WIRE E.W. 21-6" W/'[� HANGER SUPPLIED �� OR PERPENDICULAR I EA CORNER �m_1 FRED MEYER STORES USED FOR 4 PIPE) TO JOISTS TYP SECTION k BY PIPE OF WOOD NOTCH OUT OF CORNER C. INSTALLER - _ TO FIT TIGHT AGAINST I-100D t; _ - 1 3/a"x 1° HEX HEAD LEG OF L NOTE: 3800 SE 22ND AVENUE 6"� PIPE MAX. I CAP SCREW e 12' oc PORTLAND, OREGON, 97202 "' 6'0 PIPE MAX. PARALLEL I 2 MAX lea n 503.232.8844 OR PERPENDICULAR TO NOTE: 1 I I THREADED ROD I 503.797.3509 FAX JOIST k ' 4"0 PIPE MAX. NUT T45 OF I.-100D ,.�1 12' a= FLANGE W/ DBL P3008 NUT � 12 oc P2485 CRADLE tf, P1000T NOTE: ON BOTT FOR'. CLIP AT 12" oc SPLICE SENDS AS SHOWN SANDUU I CI•-I ING f� WIRES IN SHOP , SECTION 1 ' 1 SECTION, , 2 SECTION 3 SECTION . }'` 532- 1"_1,_0" X32- i"=i'-�" 632— 1"=1'-o" 63.2- NTS JOIST CHORDS ARE NOT DESIGNED FOR CONCENTRATED LOADS. EITHER PLACE LOADS AT PANEL POINTS OR ADD EXTRA WEB 5 LEDGER 51:1— ICE ATTACH ALL (PIPING, MECH, ETC) CONCENTRATED LOADS SKYLIGHT OR SMOKE VENT 6 CONDENSER MEMBER: FROM POINT OF LOAD TO NEAREST PANEL POINT ON 532- a P.T. 2x10 CURB 4 SIDES BY OTHERS AND PER SPEC 532 UNIT OPPOSITE CHORD TO THE JST WITHIN 4' OF NE JST PANEL POINT OR NO SCALE PROVIDE STIFFENER L AS SHOWN. FOR PIPE EXCEEDING SKYLIGHT/SMOKE VENT ;GRID, 20 PLF OR EQUAL GROUPINGS NOTIFY NE STRUCTURAL e A.G. UNIT TOP CHORD CONCENTRATED LOAD ENGINEER PRIOR TO INSTALLATION (TYPICAL) :IMP 5T9 6' FROM EA 53.2 4' MAX FROM , ,S 16d TOENAIL 6 CORNER (4 TOTAL) R.T.U. SEE PLAN NEAREST TOP CHORD EXISTIG STEEL JOIST 12'oc FASTEN TO L31/2x31/2 W/ #8 PANEL POINT PNL POINT STSM SCREWS ! a :NTEONE , NORTHWEST EXIST'G ROOF :::: iE: RIS NOTE TO MECHANICAL D2 3/16 i i STUD e 12'oc 4 SIDES PER SIDE. FASTEN "L" wLa . / CONTRACTOR: 1 - t DECOR BLKG AS REQ'D OTHERS / RIPS ARE SPACED TO (E) ROOF DECK FRM PNL POINT FRM1 PNL POINT AT 6" ON CENTER _ \ �l 0-01 BELOW CURB ___.: - _ L3x3x1/4 BELOW CURB " TYP ' Mit- , 3 x BLKG BETWN �- �'� (L4x4x1/4 CONDENSERS) x L 3/16 °La 4' M FROM 1-:::T:I:: ED)JOIS I FM PNL POINT FRM PNL POINT I_ POINT �r 1 L31/2x31/x1/4 EA SIDE MR �7 W W/ 2- 3/161E) 1 711;711 I 3 OR MORE RIBS GUT - OPNG. K. ,/ 400 COLUMBIA ST.VANC. WA. ' SUITE 240 '`- 1 PROVIDE L FRAMING AS 98660-3117 SFfOi�N SELOtt! CEHLEN 1/4 , A� it �o L TO (E) SOT CHORD i , GUT HOLE AS REQ'D 360-693--1621 JOIST CO CE TRATED ..3�� (t OF JOIST JOIST SSOCIATES 503-289-2661 3/16 NEAREST BOT PIPE OR OTHER SEE x/53.2-2 FOR WEB (E) ROOF JOIST LOAD CHORD PNL POINT EQUIPMENT I RE{NF TOP CHORD NOTE { 3/16 , ,, , L2x2x/4 EA SIDE CONCENTRATED LOADS VERIFY SIZE,NUMBER, I I !1•` ADJACENT TO PIPE/EQUIPMENT EXCEEDING 10 PLF PARALLEL TO JST SHALL BE -' 3/16 L3x3 SEE 3/532 LOCATION OF ALL I \\\\ ; : IF "L" IS GREATER THAN 4" FIELD WELD CENTERED BETWEEN J:T 4 A SPREADER MEMBER INSTALLED AS I L - T - -----°°�__-_-___ 7 -®- -- J 1 OPNGS UJ/MECH, ELECT EXTRA WEB MEMBERS AT CONCENTRATED SHOWN FOR PIPES 20 PLF OR EQUAL GROUPINGS NOTIFY THE ' L5x5x5/16 4 GENERAL CONTRACTOR ' (E) JOIST (E) O.W.J. 1 LOAD LOCATIONS, USE 2 -L 2x2x/4 STRUCTURAL ENGINEER PRIOR TO INSTALLATION (TYPICAL) f, X 6'-8" (MAX) V GIRDER NOTES: �s FIELD WELD TO HEADER 4,4 -,i) 1. C NT TO VERIFY LOADS LOC FO EQUIPMENT / INFORMATION , ► yr, O R VER LO D L R SELECTED W ANGLES lOMit L WHERE ' �� SHOWN ON PLAN. NOTIFY STRL ENGR 4 JST SUPPLIER OF ALL CHANGED CONDITIONS. STRUCTURAL U RU URAL C RP OPNG. V 2. CURBS, HEADERS 4 BRACES TO BE INSTALLED PRIOR TO INSTALLATION OF EQUIPMENT SUPPLIED) •, a'f`t 3. DUCTWORK SHALL NOT BE HUNG FROM NE STEEL ROOF DECK WITHIN 6" OF AN OPENING J Al s1 S'-0' oc I I Yaw, ,l �. . '/ OPNCa.(SEE PLAN) a 11 1. 44 I',. 47 1 4r ',ate,? + � v • i Ev� , i i SECTION 1 . a TYP I' �' HEADER I J fa # I EXPIRES: 6-30-2013 6' 0' (MAX),, 532- 1".11-0" 532- 11 1 " 53.2- x x / (M -- - __ L5 5 5 16x 1 =1 -0 1 <; ; ;i r i 11 I , i, 1 "°" ' 'i NOTE: i , METAL DECK NOT t. l i l j 1 {' 3/16' SHOWN FOR CLARITY � 3/16 ,� 3/16" STL JOIST (SEE PLAN) f ; 1 U 1 0 ;t" ! ''1 I lE) 42" TJH TRUSS , ' URB BY OTHERS W/ s OPNG AND NEW MECI-1 UNIT FRAMING �; ! @ 1 3/$10x5° LAG SCREWS e 1 �, ;� a $/s' PLYWOOD EA CORNER MIN OUTLINE OF NEW MECH UNIT i N 1; , 632- l 12 w li ; 10d 6 ,'oc ,� 2x4 6 24"oc W/ 6x6 5EE PLAN - M1 II 6x6, RUN ACROSS JOIST SIMP HU24TF EA END PERMIT SET DECK TO DECK JOINT , iI I 532-2' i ji j 1 1 SIMP A34 e 24'oc SIDE LAP CONNECTION INDICATED ON DECK 36' WIDE DECK , 11 ' {' 1 =,., ...- !, ,s ' 2x4 BLKG W/ :IMP (E)$/s' PLYWOOD ' ATTACHMENT SCHED ON SHEET 50.1-{ , , 5DS1/x31/ a 12'oc 121111M111111111111111/1111 1 !! 1 j, 4 2 ALim s e!, ! / t.WELD DECK PER NOTE 2 6' CURB BY OTHER: W/ i , i . ! /�R /mil 1-l�l�l�:�%�I % %�1 " SUPPORTS END LAPS EE ��,iA N A 5° L :GEEA�L , i f- _ ' �1 SPOS SIMP HGAIOKT - ,/____ __._-_---_ _.__.___._.___,._ r ____.____.._ _ _.__.__._____._;. _._.____. _ _.._..____-._-__ ._.___ i-� PER 11/532 2 b2fr1F2iI' EA CORNER UWSIMP TF■' gh , EN / , / IIV \ ■.. -- \ ■ i!iiij '� 6x6 ALIGN W/ JOIST �'�i�� i, 6x6 ALIGN W/ JOIST 's INTERIOR SUPPORTS X I'i r lE) 4TJH TRUE: I (E) 2x6 24 oc FRAME OUT ,r 1_ E N® _ __ _. _. _.._. __._.. i-- NEW ROOF PE TRATIONS W/ r/ ;,r.2x6 S EDGES ,, ,;1 is , / M l; j __- __.__ _ _ _ _ _. _ ___ 111, Cam '`_ �E)�L M Z IL. f_ INTERIOR SUPPORTS °' i i E (E) 42' TJH �7, LINES U 6x6 ALIGN W/ GL ` " i — ____ _____._-. _ tI y i i 11 1 } 2x6 W/ :IMP A34 TSB, S-0 oc i , • u '` 1-Sd INTO EA CHORD f (E)GL BM I t it PERIMETER f, ; , �1 . SUPPORT LINE I; 12 SECTION 13 SECTION 1 i . . , NOTE: ;' � I 532— 1"=1'-m" 532- 1" 1'-m" I. ALL WELDS TO SUPPORTS SHALL SE 3/4' 0 PUDDLE WELDS (UNO) - ' i` A DATE DESCRIPTION 2. ATTACH DECK PER SUPPORT WELDING PATTERN TO SUPPORTS AROUND PERIMETER OF ALL OPENINGS 3. ENGINEER IS TO BE NOTIFIED IF 36' WIDE DECK IS NOT USED it y" N 10 ROOF DECK FASTENING Ai FLA , DETAIL , NI ,,, X32- N A O SG LE 3/4 1111-0" I U N Q { { ,N --- t�7 S.,,-.-- N - "�% N CV '� E 11-0029-01 o to l(la"= P�• 0), , I a DRAWN: GM �rr, c f ��O A FRAMING N N DETAILS -a o - Nom I 2 Vj aj t:I Q a ,., ,,'.; m 4,.111 w S 3 M i:. ,i Ya, ,,1,01,l No Ni „" e4r i rie f „ tin ,..,. 1 , xi kM;c,6i r '' • BOTTOM OF lrti ` LEDGER a er- I Y, , r . , , „rate ,I :1 1,.. ...' (,h /� ` j N55 6X6 STRONGBACK ,�� STORE #00375„_,..„ Erna \ L� • PER PLAN �:r L 4x4x3/$x0'-4" W/3/4"0 x5' MILT( KN-EZ EA SIDE e TYP. 24"oc, ALTERNATE, USE NSS 6x6 COL 3/0 I�, I � =�r- 3-SIDES�� , I PER PLAN SIMPSON 3i4"�x5' TITEN ND a 4 MSS 6x6 PER PLAN � GAROUTED CMU 11565 SW PACIFIC HWY (E) CONIC �, 1/4 V i CONC OR 4 �_ TIGARD, OR 97223 1 i L4X4X*Xx '-4'EA SIDE a 48'OC --- -- N55 10X6X�4 CMU WALL »„.�, r N55 6X6 S.O.G, fE 1�2 X-IX1'-r�” W/ W/3410)(5'HILT!KH-EZ,USE -— = :;.....,-.I STRONGBACK EA 2-I%".x3' NILTI KN-EZR�s ''S°NU ITEN HD „ EDGE OF NEW WALL OPENING I-ESS PER PLAN SIDE OF OPENING ., ,a i'', ' ;q. ? ! / j r /r , ZX2x�dXO'-2" j I tt TMs_ / l/ /i JF (/ /7 j` — '�l _ / d 1 _ FRED MEYER STORES 1 ti CONIC OR 1� • 3-SIDES CMU WALL , / -SIDES 4 14 3800 SE 22ND AVENUE ' Q f t � fl � Ali PORTLAND, OREGON, 97202 I Wir J / / 1I-0" 32-3 503.232.8844 1 I A t TYP NSS10x6x1/4 ' 503.797.3509 FAX 7-- n r51 tal 1 _\ ' 4 SECTION , _ � ' 1 SECTION SECTION SECT I ON N,r , 2 TYP 32-3. ,r_ r_ 3.2_3. 32-3 32-3, 1"=1'-0" 1"=1'-0" 1 -1 1"=1'-0" , t7 • MIL DECK PER PLAN,FASTEN ' PER STRUCT NOTES 4' W12 PER PLAN 11.118x50 PER PLAN } 1 I 1 f 1' �� C 32-3 EDGE OF (E) 6' CONC WALL 3-SIDES I �- ,' 1-155 6x6 PER ELEVATIONS TYP 1/4 -- - / ,/ I NS5 6x4x1i4 3/ ® I I fE 43x FULL NT STIFFENER `` �--r \ ' / .�`f � 3/16 I (E) UJSx31 I / N55 6x6 PER ELEV ® i I 1�4■/J f, / 3/16 /// �� 3/16 �. I 3-SIDES , r / , _�� ® II% L— 3/16/r :, ,z I r I fE 3/4X X1'-2" W/ -34"� A325N _1 ELEV. / _ 1/s3,"= " I BOLTED CONN PER 10/532 I BOLTS e il'oc ,l; 32 1 -0 f — W/ FULL NT STIFF fE 1 'i- ,•' vurerrrmruu�ar 1 szt, .74- , / i 1 r it ECOR /' / I 1/4 1/4 NSS 8x8 PER PLAN N55 6x4 PER ELEV L4X4X3/gX0'-4" TSB 5/16 / V (REMODEL) / /1 fE 1/4X6X1'-0' W/ 2-1/2"47X4" , HILT( KN -EZe9'oc ''/'o,m Consulting Engineers Structural/Civil I, i t`! ,' ,■ `` 11•;; 400 COLUMBIA ST. �� SUITE 240 VANC. WA. 98660-3117 5 SECTION 6 SECTION Iik SECTION{ - ,4 , , a 360-693-1621 32-3 1„=1'-o" 32-3, 1k,=1'->a" 1"=1'-0" 32-3' 1,k=1'-o" ASSOCIATES 503-289-2661 ' r 'f f 'tW3 C (hi) i "S i 'D P'kJ, , ,, i0,.. , ,e 1," ,,N_41 c i . ' fr?' 40, 1 door/ { ; , , --, i ,■■5 �� d 1 illir t dp u 1 , , ,, , GE��. s d €F 9 EXPIRES: 6-30-2013 ra, , }4f� :jfi74'.hE' IV�! V1 Lf ` ,i tlt - t`i 1411 I , PERMIT SET 1 1NMNar+ - - -,, H (..,.. _ ....,. , , M1 1 .. r , , , , , ,, , , , r( rr. Yr.7dC ■ • i'. IJy � it ,e tJr,. u;l 1 , tt A DATE E DESCO\IP f 90N 54 e. I C;v: , 1 T+ • J Y 4 `co VM 1 } ' N xyy,M1,k,�"` Q N -t t l, O b F' a) C 4" a, • z CI) 9 III E 11-0029-01 8 t ( i Tby „4 PM: •-° ,' J 0 Cr) ` ` I DRAWN: GM czi c ? 7 O 0 6 14 . N " F I G .c; ''N ° E L S §°91rNN (j Q) CNI S C 1 U . a6 'O • !:; ' ,,r°;.., ',, �r" �N, , ' ; 7,, ,i ,,,,'i,�;l i , ,.1_r .: v!a ." I$q,k'.,4 } i ' is - 1 ANN TYP 3-COZIER DCA1132 ANCHOR 2-MADIX FA-HD ANCHOR 2-MADIX SFA-HD ANCHOR TYP• 2-MADIX SFA-HD ANCHOR ,. , 2-COZIER DCA1132 ANCHOR 3 COZIER DCA1132 C OR 4'-0'' MAX / , , ,,,, PLATES EA SIDE a END 11/4„ PLATES END FRAMES S -0 MAX PLATES END FRAMES PLATES EA SIDE END PLATES END FRAMES PLATES END FRAMES C 1 A GONDOLAS GONDOL S � k S RE # oa375 �. • r o '� ,, r,,....- % ° % % % % �iei e e v i , TIGARD END GONDOLA .r r . o _ o END GONDOLA WHERE OCCURS WHERE OCCURS �., 49 % 4 e e 4 . e e . .\.... s % Q 11565 SW PACIFIC HWY . ;� a TIGARD, OR 97223 ISLAND GONDOLA ISLAND GONDOLA 2 0 END 8 a END 2-MADIX SFA-HD ANCHOR PLATES ktk 5 6 END 2 0 END 3-COZIER DC1244 ANCHOR PLATES FRAME TIP FRAME TYP I '' ' a EVERY OTHER INTERIOR FRAME 55,1 ` FRAMES EVERY INTERIOR FRAME TYPICAL 55.1 CAPS 55.1 FRAMES TYPICAL l S'-0"oc MAX) TYP 55.1 CAPS (4'-0'oc MAX) ISLAND GONDOLA SEE FIXTURE TYP ISLAND GONDOLA SEE FIXTURE PLAN FOR SIZES, LOCATIONS PLAN FOR SIZES, LOCATIONS AND INFO NOT SHOWN AND INFO NOT SHOWN FRED MEYER STORES '' II qANCWOAGE n IX " INC. /qA� 1 l 55.1 N.T.S. N.T.S. 3800 SE 22ND AVENUE NOTE: NOTE. 1. ANCHOR ALL GONDOLAS TALLER THAN 5'-9' ONLY PORTLAND OREGON 97202 1, ANCHOR ALL GONDOLAS TALLER THAN 5'-9" ONLY. ' 2, ANCHOR PLATES AND CHANNEL HARDWARE ARE ,., 2, ANCHOR PLATES AND CHANNEL I-IARDWARE ARE i 503.232.8844 OWNER-FURNISHED, CONTRACTOR INSTALLED. OWNER-FURNISHED, CONTRACTOR INSTALLED. 3. ANCHORING BOLTS ARE CONTRACTOR FURNISHED 3, ANCHORING BOLTS ARE CONTRACTOR FURNISHED 503.797.3509 FAX AND INSTALLED: AND INSTALLED. 1 ; 2-COZIER DCA1132 ANCHOR 2-COZIER DC1244 ANCHOR NEW OR EX(ST'G 2-MADIX SFA-HD ANCHOR 2-MADIX SFA-HD ANCHOR NEW OR EXIST'G , / PLATES a6 END FRAMES PLATES P EA INTERIOR FRAME WALL PLATES a1 END FRAMES PLATES 0 EA INTERIOR FRAME WALL r ,.t (4'-0'oc MAX) (4'-0'oc MAX) ' %///%%///////////////////////////////%//////////////////////////////////////////////////////// . v / A dl 2-LOZIER DCA1132 ANCHOR 2-MADIX FA-HD ANCHOR ,. co l4;r PLATES 6 END FRAMES o , e e �� PLATES END FRAMES t 4 a END 1 TIP.3 TYP. ISLAND GONDOLA FRAMES ISLAND GONDOLA 55.1 , 55.1 FRAME TIP TYP 55,1 FRAME TYP ISLAND GONDOLA SEE FIXTURE ISLAND GONDOLA SEE FIXTURE - PLAN FOR SIZES, LOCATIONS PLAN FOR SIZES, LOCATIONS AND INFO NOT SHOWN AND INFO NOT HO , i i:Ia Y q II , , NORTHWEST 55.1 N.T.S. N.T.S. NOTE: NOTE: 1. ANC(-(OR ALL GONDOLAS TALLER THAN 5'-9" ONLY I. ANCHOR ALL GONDOLAS TALLER THAN 5'-9' ONLY DECOR 4 2. ANCHOR PLATES AND CHANNEL HARDWARE ARE 2. ANCHOR PLATES AND CHANNEL HARDWARE ARE OWNER-FURNISHED, CONTRACTOR INSTALLED. OWNER-FURNISHED, CONTRACTOR INSTALLED. (REMODEL) 3, ANCHORING BOLTS ARE CONTRACTOR FURNISHED 3. ANCHORING BOLTS ARE CONTRACTOR FURNISHED 4 5 AND INSTALLED. a Is AND INSTALLED. �- g Engineers �.��►.� Consultin , cz,,�� Structural/Civil ;,I N KA 7 400 COLUMBIA ST. A'' SUITE 240 VANC. WA. 98660-3117 360-693-1621 ASSOCIATES 503-289-2661 Nh 1 . i 0 ,,,,,ii ti 0 ' i ) f 4 t!. pp f .t • I I i i 1 I. - Id 1 L : 'i 4 1Sk10 Ci U • ,*___ A 7 NZ it I i ®{ e +k. /i; I � pip} }� � I I��L �' FAME SE PLAN 4 FE FRAME SSE UE Imo.,_`: PLAN (END FRAME) ��F,'� FlI � '- '- s,,. ��' ><° � PLAN (INTERIOR FRAME) ® t ,,,{-- � ', � PLAN l INTERIOR FRAME) : "� 1: m ( era" �--, EXPIRES: 6-3D-2013 �3 - � �' - ,rte «' t a a *w a . ., 1 v+ if s , .,:: >1 ' -,; ° iY• ;�I 45° S. , ..-y•# j R q ry': 'I q 4 S /A " W f It t I U f1 I' ,'� 'I COZIER DCA 113 .. a ' ryl t :l d Ft 11 i i` .....,» 1'.�f'f6'A �<•-�...,„ ;E p 6 ,, ��, SEE 9/55.1 4.a" i' r/ I ' 1 { 1e,1 LOZIER DC1132 ANCHOR 1 1I 1 1 COZIER DC1132 ANCHOR I 1P' LOZIER DCI244 ANCHOR `�- { •F CHANNEL l.U/ SPLAY �•5° �� SURE ��a�Ti�,�� ;w��a� '� �- .: COZIER DC1244 ANCHOR �' �` CHANNEL. SPLAY OUTER ' it, 3 " PLATE W/ 2-POWERS 3is"�x3' 1 INWARD SEE DETAIL 9/55.1 ` '" ' `� ' ' ` ' `` ' `P r., .. I PLATE W/ 2-POWERS �a �x3 x°' ,; CHANNELS �5 INWARD SEE � � WEDGE SOLT + W/ 21�s" MIN. � WEDGE SOLT + W/ 21/8" MIN. DETAIL 9/55.1 ': - , '' EMBED. ROTATE OUTER .yx, - EMBED. ROTATE OUTER CLOSED ICE FRONT v,.,„„0,5-'1".-- {•, „� A t,P Viz,, E �•P + uo }, ' x "" :�'� .. '`J:1 PLATES IN OPOSITE l'' � - 1 PLATES IN OPOSTE LI. _ DIRECTION DIRECTION /�1; 1 € , k \ X *'''1 '' ?{ \ / 's� ` ° f ay / 1 `,`,, 3, ' / y < � ... r`;.;9Y„ - syti - y .M� ,`ij! '; �;•.�''�. ..•tom..-� _ 1 ., •. � w sy'{:;' \ PA(EC!!4 i sx. �i 6C^�-1 • �'S � v`,--\,.. ,.,, 1,1. .._.......„ ----.... t,..,, , ..... , .,... ..._ \ I / \ / \_ \r/ r.: 4 WALL GONDOLA FRAME . EEE 450 5 , 4 WALL GONDOLA F AME END CAP ANCHO, GE , 1 15LAND GONDOLA FRAME Ali,, , wily .1 N.T.S, 5 ., N.T.S. e7�.� N.T.S. -1 N.T.S. ,. N.T.S. rea. li , , IF 31" i" FIXTURE BASE LEG , 4 2 ' PROVIDE WASHERS AS REQ'D I III TO LEVEL s LOZIER DCA1132 CLIP W/ 2 0,. ,µ POWERS 3'x3 WEDGE BOLT+ Wr 011 Li m a. 31/4"oc W/ 21/8' MN EMBED a --1 • sE i I I 3_rte.S ka Cdr i[�1�� A N 0 , 0 ''''l ° Ifr 1 \I ill s : � � k k� �� ' �4�4 `�',� (E) SLAB I Rd�r ,jI`�`F[ • Iii** 'L'.'..' v''''' ''i, , I I 0 i MADIX WALL GONDOLA ;K e ° `� t 7 3 . x a � •� I : MADIX ISLAND GONDOLA e FRAME SEE PLAN FIXTURE ° , ,• e 0: FRAME SEE PLAN 4 FIXTURE PLAN LEND FRAME) °: } a�, 0, u 1, ",-au: �, J: PLAN (INTERIOR FRAME) 1/ 1 ,.-"` . y ,` _ 4 A......�.,... DATE DESCRIPTION1 11 0 s DCA1132 ID +. t t Jar' i .1 45 »C. : r_ 5r a 4 IJ 0 ' PI 1 Cg .,., ,I +� a iii } S 7 K � �T �° � � � � y. 9' - N.T.S. , fi ;,,fir ' ! MADIX FA-HD »; » '7' 1 ■ ,II, i.., ill ---- ;:n _k,..�.ANCHOR CHANNEL n g R. R : ' ,a. yL t c u � ' I , g 1 .- ---- �� SEE 10/55.1 / / '.. ° 0 y I € �,, / A Fs 5 +/- MOVEABLE SHELVING RACK AND FIXTURE SPECIAL INSPECTION PROTOCOL: r T I 1 ! MAD f X SFA-HD ANCHOR '1, '' MADIX SFA-HD CLIP W/ 2 V I WASH SAS Q' i " o , MADIX SFA-HD ANCHOR CHANNEL W/ SPLAY 45° u s �a is F - ? v�, �,,,, 'J JI I` POWERS 3/ax3' WEDGE BOLT+ PRO DE ER RE D 1. ANCHORAGE OF MOVEABLE SHELVING RACKS, FIXTURES AND STORAGE RACKS S-0 AND GREATER IN HEIGHT: PROVIDE 0 , �, � �: . � , TO LEVEL I CHANNEL. SPLAY OUTER INWARD SEE DETAIL 10/55.1 `� ` ,r,n. :� "' .� W/ 21� " MIN EMBED. LOCATE ° SF s CONTINUOUS SPECIAL INSPECTION DURING ANCHOR INSTALLATION TO VERIFY INSTALLATION PROCEDURES, ANCHOR TYPES, u� CHANNELS 45 INWARD EE ,4., ANCHOR DIMENSIONS, HOLE DIMENSIONS, DRILL BIT SIZE AND TYPE, ANCHOR SPACING, ANCHOR EMBEDMENT AND 4 °i, '�, ��-�" WEDGE BOLTS AT FIRST ANp'0,� y._ DETAIL 10/55.1 � ' ' , ., ± $•; _ ? ADHERENCE TO THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AS WELL AS NE REQUIREMENTS OF THE „a I �6LA ,� o ,.4 t I LAST SLOTS Ii ¢ �' . ,� �-? � '� �r CONSTRUCTION DOCUMENTS " I V ;a 5k'?' tt. i:= '. y•` `di�„ ,IA r,,gar' - ti. x4. 4v, Qr. ; 2. ANCHORAGE OF MOVEABLE SHELVING RACKS, FIXTURES AND STORAGE RACKS GREATER THAN 51-9" AND LESS THAN 5'-0': 90.• Rii L ,� , "'` .1 �' PROVIDE CONTINUOUS INSPECTION OF 10% OF THE SHELVING ANCHOR INSTALLATIONS PER DAY OF INSTALLATION TO VERIFTY d \ , _ + INSTALLATION PROCEDURES, ANCHOR TYPES, ANCHOR DIMENSIONS, HOLE DIMENSIONS, DRILL SIT SIZE AND TYPE, ANCHOR I'.V` F= 4' ,,,` ,, � {ti-. - /► r.��r I 11 SPACING, ANCHOR EMBEDMENT AND ADHERENCE TO NE MAUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. PROVIDED 4° , l THERE ARE NO DISCREPANCIES, IT IS ACCEPTABLE TO PROVIDE PERIODIC VISUAL INSPECTION OF NE REMAINING w� 5 i / �. 'q � [1,1 ANCHORAGES. THIS PERIODIC VISUAL INSPECTION SHALL CONSIST OF VERIFYING THAT THE TYPES, SIZES, LOCATIONS AND ■ o yes! -, -4 h 4 o ' (E) SLAB QUANTITIES OF ANCHORS CONFORM TO NE REQUIREMENTS OF NE CONSTRUCTION DOCUMENTS. F,'`:; -•� 45° ( Ill 3. ANCHORAGE OF FLOOR-MOUNTED REFRIGERATION CASES: PROVIDE CONTINUOUS INSPECTION OF 10% OF NE ENTIRE 11-0029-01• -a Q c,..► / c' /� QUANITITY OF ANCHORS TO SE INSTALLED. INSPECTION MAY BE CONDUCTED ON ANY GIVEN DAY TO REPRESENT 10% OF THE PM: , ,o I / ° ANCHORS USED FOR THIS TYPE OF EQUIPMENT. PROVIDED THERE ARE NO DISCREPANCIES, IT IS ACCEPTABLE TO PROVIDE DRAWN: GM as o ° 45 a>- i 45 PERIODIC VISUAL INSPECTION OF THE REMAINING ANCHORAGES. THIS PERIODIC VISUAL INSPECTION SHALL CONS( T OF r f, I ;�!■`y •'":( CONSTRUCTION DOCUMENTS.•b. -.' , ,iN ,, 5 .1 N.T.S. 65.1 N.T.S. 55J N.T.S, 4. ANCHORS: THE SPECIAL INSPECTION PROTOCOL ABOVE APPLIES ONLY TO THE 'WEDGE BOLT+' ANCHOR BY POWERS FIXTURE } w �- m.� z Y,: ,� N T S FASTENERS (ESR 2526 DATED DECEMBER I, 2008). NO SUBSTITUTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL BY NE ATTACHMENT ' ENGINEER OF RECORD. ; : -i c\I E TLS - e > - � C I 1 Z.,uiL x - r , i a. ,' I ANCHORAGE CLIP x 4 LOG'S ' ' I ' -- r . . • i , .4 STORE #00375 s , ,, a.. , Fr z ,A 0 d ' '' ''s ,. ': : ,, TIGARD 1ri{a,a w it ,, OPP. 11565 SW PACIFIC H11VY !J1 TIGARD, OR 97223 I 1 / SEE FIXTURE PLAN FRED EYE STORES 1 INC. �:1; 1_ A SINGLE REFRIGERATED CASE v.; ANCHO -, 4'GE PLAN 3800 SE 22ND AVENUE PORTLAND, OREGON, 7 1 .�.� 9 202 N.T.S 1 503.232.3344 '` NOTES: 503.797.3509 FAX 1. ANCHOR PLATES AND ANCHOR SCREUJS ARE FURNISHED AND INSTALLED BY CONTRACTOR 2. SEE FIXTURE PLAN FOR FIXTURE TYPE, SIZE AND LOCATIONS. 3. SEE ARCHITECTURAL DRAWINGS FOR OTHER INFO NOT SHOWN. 4. SEE MOVEABLE SHELVING RACK AND FIXTURE SPECIAL INSPECTION PROTOCOL BELOW u tq ,wF 1: tai ,ra i } , i 2 ADJACENT CASES SUBSEQUENT--\s... ADJACENT CASES 1 Ir, 1-, z I U larlIft, v ` iL ANCHORAGE BOLT CASES Ali�. CLIP x 2 LOO'S , Alik TOGETHER P R ,, t2 Mr X MANUF QMTS Mr Vir , , , w OPP. TYP L 1 VP 1 ___/1: wa DECOR �t> ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE — CLIP x 2 LOO'S CLIP x 2 LOO'S CLIP x 2 LOG'S CLIP x 2 LOO'S �, SEE FIXTURE PLAN I (RE7MIOscsDutorriluTsEuttut2riLagoi ) c /Civg n En ineers r°r Kw 400 COLUMBIA ST. i' E 4 VANC. WA. 5 MULTIPLE REFRIGE:..e! 98660-3117 360-693-1621 ,SA '1'1 N.T.S ASSOCIATES 503-289-2661 NOTES: I 1. ANCHOR PLATES AND ANCHOR SCREWS ARE FURNISHED AND INSTALLED BY CONTRACTOR -s 2. SEE FIXTURE PLAN FOR FIXTURE TYPE, SIZE AND LOCATIONS. I. 3. SEE ARCHITECTURAL DRAWINGS FOR OTHER INFO NOT SHOWN. 4. SEE MOVEABLE SHELVING RACK AND FIXTURE SPECIAL INSPECTION PROTOCOL BELOW 4, '<c)\3' 4U' tR/ ' / • t'' /rte` ��ti A Iff i ' / r , r , it 1 ' ii ' ''' 113,47 0);;;,#), yr. _ 100.7i,y , t 2.v c GEV& 8 I EXPIRES: 6-30-2013 4, I;u' "uaciR; r" I ■ ,,, , FROZEN FOOD .MULTI -DECK FROZEN 0 , ' REACH-1N CASE 14GAx � - I EAT OR CASE REACH-IN CASE 13/4' r W/4- 12 TEK SCREWS INTO PER : IT SET FIXTURE FRAME � � v � 1 1 if u;5 I 1 FIXTURE CASE MAIN • -- 3/ x3" POWERS WEDGE " I I FRAME 1 t. I CONDENSER RACK BOLT+ UJ/ 2 4g MN A#j 3 )MI EMBED 1 x 0 0 I POUJERS 5/a'Ox3' WEDGE I '' i :� I "' ® i 2' MAX /..� SOLT + W/ 2'�2' MINIMUM i- --'- l. ter--- _ ——-- CONC MEZZANNINE EMBED. PROVIDE 4 MIN. LL _ DECK PER SIDE (8 TOTAL) ...: f: k WALL �� g rill q! ae / N p q II *„.....„" , 7./// ///A /t?) �V V� .1.. ..t.= YN n, , r, N r,Lv 3 c U Y if tt 4 r 1t +* , IN ..E, tr.°ig -...- _ -ilyAlleil 1117.1imr1111111111/1 - 1 (E) S.O.G.. . . V A Pt Imo. o i �• STEEL DECK, (E) 5' S.O.G. I wig.► ��wr 1 I SEE NOTE 2 I SEE NOTE 2 SEE NOTE 2 55.1.1 55.1.1 ANCHORED BACK—TO—BACK CASES X5.1.1 ANCHORED CASE AT WALL ANCHORED CASE AT WALL TYP. , 1 FiXTU''''' '' ANCH. Alai CONDENSER - -A CK, SUPPORT ,. 55.11 N.T.S. 6511 11/2".11-0° MULTI -DECK r: SERVICE MEAT OR DELI CASE NOTES MEAT OR DELI CASE �-" ,,,,� � — I GALVANIZED SIMPSON LSTAI2 EA CORNER . .. _ I �� W/ L.-#10 TEK INTO TOP OF EACH CASE A DATE DESCRIPTION ,,.vh f �T 1�'1,�:e. 0 4 11.29.11 PR#1 WHERE ADJACENT CASES OCCUR, PROVIDE TWO ANCHORS PER 1/55. I—I AT �� EACH SHARED FRAME PRIOR BOLTING ADJACENT CASES. ' ° ANCHORS AND ANC H OR PLATES ARE #°' Q CONTRACTOR PROVIDED AN D INSTALLED ' FLOOR ; ,,; ! Ld •tom- I` FLOOR TYPICAL FOR THIS SHEET. ; .mid , mr,4. t. .5 SEE NOTE 2 1 SEE NOTE 2 r � :� .._i;', ,... h I:+,1, .,i':J ,.._: k .. ,r,. x; '1"4. �tti:�a ANCHORED CASE TO FLOOR mg, ANCHORED CASE TO FLOOR .= vn`` gg 1,1 MOVEABLE SHELVING RACK AND FIXTURE SPECIAL INSPECTION PROTOCOL: !, 11-0029-01 § ,`'tea. I 1. ANCHORAGE OF FLOOR-MOUNTED REFRIGERATION CASES: PROVIDE CONTINUOUS INSPECTION OF 10% OF NE ENTIRE PM: QUANITITY OF ANCHORS TO BE INSTALLED. INSPECTION MAY SE CONDUCTED ON ANY GIVEN DAY TO REPRESENT 10% OF THE g ' ° ANCHORS USED FOR THIS TYPE OF EQUIPMENT. PROVIDED THERE ARE NO DISCREPANCIES, IT IS ACCEPTABLE TO PROVIDE DRAWN. GM .r I 1 %`" PERIODIC VISUAL INSPECTION OF THE REMAINING ANCHORAGES. TI-11S PERIODIC VISUAL INSPECTION SHALL CONSIST OF tr a ' o s VERIFYING THAT THE TYPES, SIZES, LOCATIONS AND QUANTITIES OF ANCHORS CONFORM TO THE REQUIREMENTS OF THE r CONSTRUCTION DOCUMENTS. REFRIGERATION co.� `'` ` 5 .1.1 N.T.S. 2. ANCHORS: NE SPECIAL INSPECTION PROTOCOL ABOVE APPLIES ONLY TO NE "WEDGE BOLT+" ANCHOR BY POWERS A.° ' '``N, ° FASTENERS (ESR 2526 DATED DECEMBER I, 2008). NO SUBSTITUTIONS ARE PERMITTED UJITHOUT PRIOR APPROVAL SY THE ANCHORAGE PLANS Qo racy N M ENGINEER OF RECORD. DETAILS 0 I oN lZ c I O V o �° C) � � fir; � Z fit-• ',; ow — S501 a I d s ' C,' ' 1 h NWnld�I , ,,,�, , •r,I, P r .r_.,. , v,��,,r; hI c, �i. • , ,,. . . .. . . • . 1 . i . 0 . . v,',„:;';.::',,c.:r.-4'.:Q.`,..;.': ',:-•',,,'1.,''.*:: ,,!.61.%:'•.'0.,r.:''.r.,•:`,',,Nr.,;:.',.,:',.',47:+`.,::'A,9rrti'9,,r'',,,r,q,,,'f:r,;,A0pi,,st,n,!,r.r,'''''.;.,-g,i;A:.,,,i'i,;;:•,•,,'-'''',.3.•r '':::'•„'!„-', , :.4 1 r,,tr , , , .,,, .n'.•. Ar'''' .. ., ,.,. ..,,,,.,,.•,,.,,,. 4-)--;\ (14'1('-'1 ,/, ) rt i ("/". i ,,, ,7•"^\\'NI 17''''''''" ''''s.') . 1,,,,,,,.....„,..., \\., (''''''''''''') ,.,, - ,,„.. ..,r.,, „.... „..., .,.._ .,,,. ,,,...„. ,.,, Fre,,,, ,,,. ...,,,,,, -,,,,, ,,,,,, , 1 , ..1 ., . .1 , ..... ' U.S.) I is\„,,,\!„.)1 2 ' 174.1 1,,,,, „)) 1 1 ti 1 I 1 0 1 ' 12 1 14 11151 i I 1 ,. , 3,2 1 . ...„ .,..., „.,„„ ,„,. .,,,.. .... _ . 1.\\c„,,,, ..) c-N„-- '.\\ ///' c\y") ''''''-y7) '-‘, /,-)'-‘ ,) ..! 1,,c) 119 iiii9 21 '''s"--/ c."----' y cc--,..;71 ,„„,,, „" , L,,,,,,,,, , , i , STORE #00375 ,„, TIGARD 1 (E) MEMBRANE ROOF (E)ASPHALT ROOF , (E)ASPHALT ROOF .."--(E) MEMBRANE ROOF t i , , , .„„. t i . .1 1 I 1 ; -el: t 1!li,!iii,.,,.,111,!11:I i I,[11,,,i,:,11111 I i!ii,ii.. ._. _ , ,_ __ __ ,, __ _—_, 1::+.1. 1 i •,::, SYSTEM TO REMAIN ; SYSTEM TO REMAIN - SYSTEM TO REMAIN ' SYSTEM TO REMAIN , •6,::;:i. t ,. i , i ,,,••:',' (VERIFY EXTENTS) I (VERIFY EXTENTS) ' 1 , ! i ; ! i (VERIFY EXTENTS) i i (VERIFY EXTENTS) 1 1 •:;, .‘ , I ,._ , 1 1 i , ,= 11565 SW PACIFIC HWY ; '.'•,,,•. t . 1 1 I 1 , 1 . 1, . i i i 1 i ! , i TIGARD, OR 97223 , .#:!„,! i i i i I. '•',,'; , } i i i 1 i ' •-••,.,,,•, t . , 1 i : , , I . ,: „„•„,- 1 i 1 { 1 . 1 i 1 c,-, ) _ li . :.„.„.:... ".....,..... .. „., _. _ _..... . _ _ ., . _ _ . ... i 1 I 1 1 i N.K, ,,,,..-)11 li t , - - ---- ............ ._.............___................i., 0 i rcl v,,, i 7 - El i N - i " I ti i I 1 1 . 14,,.., 1 ! ill , , L. ...______ ..,,, 4 9 i 9 1 ,,.. ,,,,,,,,• i iv!vi = 11 it 1 i i i 1 .11 1 t 1 1 ,s, ''''- W\i'Ao 1 i, I ., i I !.....----..,....=-,.. la I; ("7,..: FRED MEYER STORES ,BP . — _ - Li.,3 ... _ , , ...__, ____* 1 1 - ..--- — I -- - -,— — 1 -r. 1 ...,,, 3 1 ''.0.7---• I i i d i ' , i 9 li i i___i i a I L., .. " I I 1 1 ; il 1 i. i I 0 MI 1 1 --i . t 1 i r I 1 (r) 1 1 , I It . ! A • NM i I , . I 111 1 . i ""-^-, I I .,,, I L.,......__ _____, <,.,, 4 I a 11 t 3800 SE 22ND AVENUE i•.' 1 1 4 1 I I 1 1 , A I J.; i , t _r;“ A) . m _ _ _______ _ _ . _ _.t.E.', Nti _1g-A li_. _ fv.vt n t 1- H ; ' ; 1---- i 17-, .>.-7--.-7-7.7f....ir,z--,,,71:77.7Z:72-7.27'":"::Z'...Z,"'":t1,7-0-'7:'--74/,. / ''77'-", -T:7')T7r.'../-7±.d.--::-'"T'h:,2,:72:F:.'::.!.7 .1.'-7;/,.7..3 3=-'7,3:3,•-7:.`..2:7,.-4,....4.77f-4..."7.:.77-777"F.-.!"-',./F'''-".:-77-.=/:-'--7-77".,.,`„7"-7-7‘,7-7 7:'74/7.72-,...,,./7 5 1 - 1;,.//.11(2>''/2„//r 4,,./1,1/..../z,./..../..,z/(...zz.z./ ./z7zy../../. ../.../„......z/...L/Lz.,,:z../_z_./L(z..„(z_zz_z...,L,zz..z.z:,...z./..z.../L/Lz..e...,./..-./_..z../.... ...L7.4i - PORTLAND, OREGON, 97202 A 1 ',4 ! i , i '' ' - ' 1 1 ' 1 - ----,- rlit' '',///././ .,1>T/71 503.232.8844 0, ill 1 I , ' 1 . I i — •/; i,I,//11 iv.; I 13 . ' . 1 i • 503.797.3509 FAX 11 'im ii, _ ? 4 ' t i , i / - ,, •,/,,, ti/ '1 . . 1.-:: 4i 1 I I I i V lr //// J.-v/, t3 . 13., .,7„..,... . „ :it, 6 TYP. i I i i i 1 1. ' Ell 1/71,--- / 111.',::-;•,,; ,........_ _1 1 i i r — 's) __ __ _ _____ _ i„... — 1 ----r— 1 I.---- —.-, ;;: ,. -- 5A4 1 X ! .4.„) i Ot 1 1 tr, 1 : I I ; i, 1 ,,,. I' ' ''Itir;■:i i ‘J ,i; t! , 4 .. . , • - , .. - -0,: . , : ------- I I ' I ; ; ; . I I II i -• ----.-",,, ,,.,,,,,,.,..,„,,,.,,,.„,....„..„,,,,,.....„,..,,, „.....„,._.„,,,,„,,,,,,.,,,,„,.,,....,..,...,,......_„„.„......„.„. :,.:,,-; .;,,L,.,-,tLt:::, :;,,,„,:,),..„,-;.,..;:=-:::;,,t,t•t::,,:.,,,.:.;;;;,;.,,,,,;;.;.,.e,-;t..,.;;,;,;:..,;,:,,tt.,::.:.;;K:::.;:::.;i,-.4;,m.;tiin:: ':•,'.;;::,-:';,;'t,I,'..'t,,,."1,',,,s:::.: ' itiA ' ...;i 1 1; ////,/ r ''>/ I '■i'i' !: g V j I Lt,...N ',', ."." '13 _______--------77-/...ZZ: i /, / , i i R i 14 1 1 1 ....... . . , 1 Mill I ,, I I i . ,=.,:.',•,,,,,i,,,,, ,,;,-,:!,,,,,,55,,,,y.,,..,,,,,,,,,,,„,,,,,,„,,,,.,,,,,,.,,,,,,,,.,:,,,,,i,„,,,,-4-,,,,:,,,n,A,,,,,,,.;:,,,,,,,,,,.,,,A,,,,,o,:::,,:.,v,,, ,,,-.4,,,..:...,-,.!...'..,,,,,,,,k,.,,,,,, ii , I I , TYP. 1 1 i I . I, , ;:,,4,,,'1,"'•,,m:1•,;N',„'::,.vi,,,L,i,,,,,;.,4,-•,:4.--4.,-#2,,,t.,,,,,,,..,:::-.':-,,N,,,,,::,, ...0,:,;:,::::-.',.:-1,:;,,.p:•,,,;(,Y, •, '„•*,:.:,, ,,-:, . i ; 1 i 1 , i I !; , 1 1 El I. 1 I i i 1 1 . , „ i i i ?„(',.. h:',A :•'• ' '.'''; P„:C.,•,.,,FAA :""i.„•„::•:,•:h,,,' :...i.',,,,s, „zo.,.;',,:.,,',:.• :::,.••'•,' .,6 i 1 1 ',, 1 ,7 /ir/, -//,/4/4 . I . 1 ' i I i • 1 1 • i i ! 1 r;:;) •,,.„.........,..,.„..„..,,,,,„,,,,,„.,,,,,,,,„..„.........„.„.,,,,,,-,,"ry,,,,,,,...1 4'4,,..,,■,- ,.,,•,,,,,,, _•,,,,,. ,,,•,, ,„,• ,,, , , ...,..w .. **•.,. *.,•.w,,..::.....m...■■•... ,w.. ,,.+-* •..• 4alw,.,,, ,........... * i An ::,'40,PalW,0,:4■!"'+.A.4,,Mkri:i:.,g''):0All,,We'V'',':;,`,W,M:i,;■;:.,,,;: ;;,,:% :0,:,. .:,:,,P,',1%,:, ' TYF.- , • -T , . I 1 1 !...._\: 1;::::.:I/i./iv/,,;1//1/..:iiL/,,'/,',.1,„.:/,,..1/1,,i,'-_.(3////:i;,',-,/,/:,A/../,'//,::/•1/4://1/,,,i:,,/''rvtv/vvv(./17v. ::i,,; : ..„., 1 1 1 i 1 k:1 \--\\ ' .-.."'>.;/,',/.111:1/3:tv"/' E< - • . / : 4(//.4.,,;''/it 1),//'1 r" 1 1 ' 1 w,,w1 m I v..........* _4.,.._.., I.. _1...7,4, 1 v„./........= ,/ 3.,............2,6„47,.... _ ______ — _ _ _ • ...„......,...,‘ , - -----T I 1 ---- i .!.''11' II ..,.,.1'''' il , I i i II V \I I . IT f, i ,.. . 4 I 1 '///,/,// ' ; 1 . . . I i I , i IL:::::-.1) 601 SW SECOND AVE I SUITE 1200 . . i . i • . I I, . . . , , ,,,, i II 14 1 I 1 r. ) 1 i El 1 1.----i-11 1111 „„„ 1 I roll , ,, 1 , i PORTLAND, OR I 97204 .., - ,, i i i 14 1 • 31 it , 1 --.1-7---1-1 1 . 1 1 1 „, 1 i \ r/A/ ////,,/,,,,/..!. i h e"""s'N 1. 'i,,::.:,:,,: • i 1 I i i if I i , 1 , • 1 1 1_4 - ) 1 . ill.'. „_,,, , : fr,//,,,/ 1311 ,Il f..L.11,11....7,1 ill ii 1 . 1 .1 /,,,I.L.fiz,„, ,../. vl : _ 1 ... ..,.., ._ :: :f 1 i I !.... .1 I . 1 L - 1 1 1 '-----------i — — -- t.,--A-r-9-7--,,,,/,-- .,.4 A — 114--- ------- --- -----1 L r t 503,223.8030 I f 503.223.8381 .,,,,, I - iz:////Z/d.../_LI 1 t`-::',,,,,, ., I __.4.__ • 1 - i 1 , t 1 1 r 1 --- - ' i m . 11 1-A-A 1- . i . , 71 1 (I''''N 1;li • i ) „.... lillo i i 3 I • 1! I 11 I// t, I . ,../7../.7-, I; MulvannyG, 2.corn i I /./// ////, i I 1////, i — v Al i.)...J 1 9 , , , i 1 Ir, ,,,l, 1 / .t•-•-• ,4 ; j'i'i- Ei • ; 1 I . 113 1 e 1 I 1: . • I i . 444 6 v ' TYP. I FIE 1 1 , 1 I i i 1 1 r,:/1 i 1 t ,...,. , _i , , _.....4 v-r---//7-7;777/7/7/-7-/".7-77-7/7, r.41 1 I , . 1 • 1 1 1 ,i i NORTHWEST ir, . /2 /;..1. a 1 , 1 1 1 i I tit, 1 i 1 iv/4.„-,. //v/://///4//:,//x . 1 1 , 1 t , 1 Ei 1 , 1 , 1 i Et r-/ 1 i ("/"\'''t , 11;,/,. ;/./•,,,,://,/ / / /// I . /4, , .--- ...------- -- .---4—__ ....._ _____ _ _,._,L___ , r/,.- /.,,,_ / , „.., _ .., ._ ,.. .....,,,_ DECOR ., ,r7,////;',/(/' /, lj 11 1 ; i ; 1 I I I 1 1 ; 1 ' " 1 IZ/Lti cv. I I 1111 / /. ' --1 t 1----a--1 1 ; ; ;1 1, (REMODEL) K / / / / - I /.,,,, ,,..;, //iv / y ,,,,,,,J i 1 Ii L____1 I _I I 1 1 1 i ID ,,,. il 1 1 1 11 1 1 E II 1 1 i • ---=AP' /--,,,,27.,40r ___1_,.' • I . - i i I 1 11 ,____ 4— i , —11+---- s • 4 — - ir //, - 1 1 sr— 1 ' ri I 1 1 i 1 • i .., • / , i777.7 11 I 1 I' : , r rVr; 1,/,'//,//2 ki(A 1 I Ii- i 1 ..//'//: 11 [7,A I 1 . . , I!, . v//...,,, ..-,„ ,11 /./s/./ i al U 1///// rt, /A Li------I r;;;<, , f " i 1 I 1 1 I 1 € . Ell r4 ii ,i':,;,•, Ir,,, -.21/1,% ',/ir; ,/,"//' ..IF i ill 1 I 1 I Hi , 111 IIII 1 I 1 11 , f 1 i ii ,? .)i-lilifil. L i i 1 . • i II s I i 6 1 1 ? 1 , i; • gi t 1 c,1 I I i , I t ,,,tf , 7 II . $i I 111 . .//,-,•'/ / / ///) „....i il IA/<, .„ ir//,',/,/,,,//v,,/,/,4>i „ / ..„ . A/e, ,•, , I 1 I • 1 } I p, 1 .1 • 1 —pit 1//%,//•///,',/// //..% //,./ r;/''•''.7/ r.7. n a •1, ./...,. , ii i--- ' - 1 , i - -- .,-, 4_ ._ .......... _ —4--- — , — — — „, --,--- ---"' ' f- -1, ..i. , - - • - --- - KZ,,,,./,,<L,„(//4„4. ,„4.,//1._ , _ 1 , , 1 D 1. 1 4 ,....---- i .1 1 1 -7 1 -1-- 1 •,..„... .. L. I- I i ,...*; 1: , 1 I 0 i 1 I 1 i 4 1 ; 1 i t I 1 111 k_.* 1-1- **4 ' iri .,/7(///-44'.■(///,, ,92' j - --- - - - . • 0':. 1 1 ti 1 r i 1 :..t j r,, 1 1 ? 1 ' 1 i 1 I - U 1 - 1 ' _I......., _ _ e. A:A . 7,,,,,...1,_. ! ,_ _,,.. ._ _ _ _____. _ _ _ r"I-1- - -- I I IT- 'LW ,t V F- gi/ V/I V • 1 I ' i I I 1 I 1 il -,I \------/ 1 //,, /-7y , .....,..... 1 1 1 1 I i I 11 ' H I 1 ,.h t: 1 I /, ii/ //20/1 1 1 i 7/"/ it 1 v//,-/ I 1-----1 1 I 1,--3 i I//// I II ..1 I ; , il ;1 2 1 al 1 ., , pi ----\\__, e..", . 4 Ir;//AV/ u El 4 1 1//J.,/ i i 1///// i 1 1 1 1/./// ri-i r,/,//// 1 : i li, , ., iii t. ' „...-............__ I 1 1 Ili III ti . 1 i Li....j i I 1 I , . i rEl III I I I 1 I 1. I 111U4 4f i ; .//',/iVA I 16 / ,:r7;1 1 1 1 I i il I i I i 1 ;i; 1 1 ill 11C// /1 /,/1 1 1 I . 6 II , 1 i 1 :Ii • ,,,, ../.,/„/A I 1 1 1 i 1 I n —11 I-1 1 i 11/:.////1V/I i I 1 t t i i I I , i 1 1 1 1 ..... _ r / "Ii!,,)27., ,,,..„, . I._ _.1 t_wi. _or.. Iiii: ///,/).. .. I -14---;11 _ ....r._ _ - --,----- --t--i .......,............._ 1 1...............................:7_. .: . - — 1 -.„,/,, r7---11-- ---I ' 1 ! ; 1 ; ;t 1 Ell 1 I 1• I II ; i i r„,' /// 1 i I I I _i . .., . 1 . 1 ,, r ji I ill 4/ "/ Ell I /.,/// 1--t ' i I I ' ; i 1 1!I i I 'i I 1--- -----; III 1 Ii r//// c 1 1 1 U A 1 , 1 1 1 , q - _ 1. ri:/-471:il i iv . . 1 _4 1 ,L i . t i , .. Ir._ t•-•- • 4---- —; 4,. ,. _ - . __ _ _ /„ ..//.) ,), _ . - - — , — - . 1 I ! , 1., 1 , ii — .1, 1---1 1 !I , I 11/////711,;-A 1191 I 1 I . Ell ...1,...y.„„,_ 1 , A I ,,,4 t 1 1 - tt I ,,,'" : 1 —..,,,,,,,,,s,„ 11.._ ---1 I i la , 1 . i 1 1 , . i ; I ,; 0 -. 1 . i ,o , n 1 __ ,t i f; 1(, f,c). r'l it ai ril f : T I It III ; 0 • 1 1/. ,t/Z,21 t 1 I 1 1 t '..t. i C' l' I I c; I-1 .I 1 1 11-11 1 i : • . i I;I I — — I_ I V i 1 L.4__.ii• -4...L 1J , 1,___ 1, L...___,J ; t . . _ ., — — 1 .t....i......„----- — d 1 1 , i 1 I ' I 1 —11-- I Li I - — IV.;,t, 1 — I i ' "'-/.1 //I— e:„,/".; , ,„..1 . I I r-1 ' i i i , I 1 { I li 1 / 1/ '-'--,..,,,"' _ ,L,„.....,..z„,. ./$‘.,,,t, _ I i —1,---- — _ _.......,..,.. = , _ _ L.,._.. I _ ...,4—,- —,- I ' 't — _ T ) „ _ .,,,,.____ft_ _ _ _ 4v=-A„,„....._ _ ___ 1 _ ..._ 1 , : _ _ _ _ _..1. 0 i I . _. I -,--- - * - I- 1 i' , _r 1 . 1 ii N - 1 — :ii-- . 0 111 1-1 / -------\\ .;" n ................ . r)..i\ .' r,;..:.• ii. , 1 . 1-1 LI i I i 1 6 i i i 1 1 I iii ri 11 1 1 11 1 in I 1 f f-----r--1. •, * o 1 I , ;:i•M , ',i 1 a 1 1 .1 • • 11,1 . Q,,,,,,,) I 1 1 Ell ; , , I 1 1 1 1 .... ; i V , , : 1. 4"""N r-T ' I i 1 I fl .., 1 U I ri , 5,',' 1 .1 I,[-1 1 1 '--3 I , _ ;ii 4 1 - ;:`,:..",:.: 1 i I i 1 i 1 , i h i . : !,..:‘ I 1 I , I I 1 1 1 I I I , 1 I I I ' J i i 1 1 9 ' 9 Ell i — 1 1 1 I 9 'II . 41 1 .1 I 1 I I 10,---1---- 7 1 1 I E , • , 1 1.....___.1 1. I '7'0 I r-- --) = • 0 1 1 1 v - , 11 1, . .406r 1 _,_,..._1 I ' ,1 1._ _I t I t I — I •----I— 0 I i _ ___,O_____ • ,. . ' * 4 ., _ "1.............._._ I _ _ ____r_____I 0 ,,, ill i 175, 4 ____ , _ _ _ .. 1 - , ,-: 1 ' " - —1--- 11 1 1 1 i It i 1 i,,. --1.----ii ,.. _ _ .,___ ... __Let,, i ,, ....... i , , t ,3i T1 ill -1)1. • .-,7e, s's- ,'" PERMIT SET ; i 11 1 III 111 / i ii 0 m , , ,-/ ., El II t.,,,l- , ' )1! , ......„ 1 i I , „.„.. 1 1 — —'IL_ ..,,.. .... ................._._......... ._____.,i ' - 1 1 I-0 1 II . , _ , _ _ , : ..... 3====:::„......=:::„...„=„ =„.„-...„,...,===...,....," rl -Tilt 11 .30. 11 , ,,,... 1 1 1 i I 1 ih .! 1 1 1 .. i 1 III , i-II , ! v...., ii iii 11 U II 1 1 ..1 I i , 1 1 - 1 1 I I ii 1 1 9 1 ii ., , . , i ,4 i i II .. 1 ), li i II v 1,, 0.0 I 1 I 1 i ———-''''''"'''''''6''''''''',.'','......77: 71-:'''''''''''''N'''' I i 4 i 1 I I . '--,„.„--'' ,.. . I I I i i . i , i 1 1 I 1 , 1 / 1 - I 4 , . I 1 1 1 1 i I 1 1 ' 1 , I I I : 1 I • II I 1 i 1 i i 1 , i i I J i , 1 L • DEMOLITION ROOF PLAN . BRIAN R.45.1 :N . . w; P,.. ' ,ET 1 N, n',ii :1 , . SCALE: 1"=20'-0" . : '.4,• .044'°.:; , . _ _ - . . .. . , ... .- ,.. , ,. ,,, -.. . .. , • _ . . ,. . .. . .. . .. , ., .: . , .. . , ....... , . ., .... , .. , „ , ..r„.; _ , ..:. , . .., .,.. ,. , .„, .,..,..,..:..:„. . ,,40,1Z' ' . . . .. . . .. . , . . . ,. . . . . , ,. .„...,. ....,, . .„ .. . ........ ., ...,.. . . . .. DEMOLITION KEYNOTES'.-.: :•-".- ..- •-.,-. ..'• •, '•-•.- •,- -.-'•- -2.-- ' -- .- ' -.• ",• --;.--:-:-''''Y i"..".-- .---' - -•---- '.": --. . .----::•• '' -. .-. ' .- - - ' '"'-' ••••:" ' . ::DEMOLITION.LEGEND:""-• - -:•• - - ---- '---•: -- -.---: . "'- -; - . ..'' ..-2'-'----•:::-. - •-•",r;-•-• ....---- .•- „.',' I-,,,,, fl, ' -,,,,,!„,„'•, ,, . .... .. . „ .. . .• .. . .. ., , „ , ,.. , . . ., , ... . , ..., . . . . . . .. . . ,. . . • . ., .. , . . . . . . . . . . ....... . ••• •. .,. „ . ,...... .. .• ,, . .,.., ... . . . . . ... ..., .. . „. . .. ... . . . •. .,. •. . . . •-•,Y ,.. . . . ... . ... . . . . . . .. .. . .. ,. .. . . .. . „.•..... .. . . , „.. . .. . .„,, .„.. .... . . ..,...,. ,. . .. , 'DEMOLITION GENERAL NOTES::•'•., - '-',• '--- il- ---•''' ',:--;•-•* -." "::: -.- "- ' ' •-'"".' ::,:'',",••••:-.-- - ---":'-...:•• '• '•••••:•' i":;.-:-.- -... ''. ..-..i, REMOVE EXISTING ROOFING AND STRUCTURE AS REQUIRED FOR NEW WORK- COORDIANTE WITH ...________;___ EXISTING WALL/SOFFIT/ DOOR I FIXTURE TO ,, ,,,,,,,,p .., ,,,,t4:,:,:,,,,p,,,,,,,,,,,,,o, ,,„ .„,;,,5,,,,,,,•:...x,,„4,,,i.,,,,,,,,,,,,,„ ';••,„ „ .•': :•.',A-•,,,„.,,,,.„„.,,,,,,,ore, 4?"'"' vt'j,i ' . ,.._ ______ „ ::,;,:.:.,, . . .• • . • •.• . •. „. , • _ . .. . . . . • . . , . • „ .. .. . . ,,. . . .. . . . .,. ,. ., . . .. . ,. . . • •• • . . . . . .. ., . ,,, , . _ , 1 STRUCTURAL REMAIN / FIXTURE TO BE RELOCATED ii'.,41 ''''''''''''''''' ' ',•6 NER , :,,,:•.„, .. :.: . .•- .,..-... ...,: - •,...:. . . .,,., ,... ,,:.:-....•-.,,:-, :,„,. .: ...,.. ..., . . ,. ..„. ,,,,...„. . , , . ,. - . .. , . .. , .., . .. „„.„. . • .4 ; c:',•,:'•, A VERIFY THAT ALL PARTITIONS TO BE REMOVED ARE NON-LOAD BEARING PRIOR TO EXISTING PARAPET AND CAP FLASHING TO BE REMOVED AS REQUIRED FOR NEW CONSTRUCTION. PATCH AND - . F == EXISTING WALL/ SOFFIT/ DOOR/ FIXTURE/ • . : 1,..., 2 . , ;•• ,.., REMOVAL AND NOTIFY ARCHITECT IF CONDITIONS ARE NOT AS INDICATED. • . REPAIR EXISTING ADJACENT. " ./ EQUIPMENT TO BE REMOVED A„.,„" '.-, PO(''' ? •• ""'RD, OR * •,,,,, „.„,,, . .",r./://;4•/-.;/./.1///'//';',/,/-1//: 6.3) ii. t3.i I .?",!:,,.,..,•• , • B PERFORM SCOPE OF WORK SO THAT NO DAMAGE TO TENANT SPACES OUTSIDE THE REMOVE EXISTING ROOFING DOWN TO EXISTING BEAM -SEE STRUCTURAL. REFER TO STRUCTURAL FOR , ,,-i,;,:i., 3 ///// 5 EXISTING ROOFING TO BE REMOVED OF' Cickt ,. - AREAS OF WORK SHALL OCCUR. SHORING REQUIREMENTS , .//// ,//, f:':•ii:,,•,,•:. • . • ©MulvannyG2 Architecture: document may be C PROVIDE ALL TEMPORARY BRACING AS REQUIRED TO MAINTAIN STRUCTURAL STABILITY REMOVE EXISTING CAPPED CURB. PATCH BACK ROOF SHEATHING AND SYSTEM AS REQUIRED, PREPARE FOR All rights reserved No part of this reproduced in any form or by any means without 0, OF THE EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION. WHERE BRACING 4 NEW CONSTRUCTION AS PER DRAWINGS. permission in writing from MulvannyG2 Architecture. ., . ..-... ... , .,r ,,,,. ', V . .■,.1, ,',,,,,,...,. .,, ,■ ■11.. ,,,1, ,■ ..1 I r,,[. . , IS REQUIRED ADJACENT TO TENANT SPACES, BRACING SHALL OCCUR ON THE EXTERIOR SELECTIVELY REMOVE EXISTING PARAPET COPING, NAILER AND PARAPET WALL FLASHING DOWN TO A DATE DESCRIPTION . . , , OF THE TENANT SPACE. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION 5 SUBSTRATE. REMOVE AND REPLACE DAMAGED PARAPET WALL SUBSTRATE AS REQUIRED. PREPARE FOR NEW - :,'„,• • •::'::,•., WORK. COORDINATE WITH STRUCTURAL D COORDINATE REMOVAL AND STORAGE OF ALL DOORS, EQUIPMENT,AND FIXTURES TO BE . . ;'d.'•;', " RELOCATED WITH OWNER. 6 EXISTING ROOF TOP EXHAUST FAN TO REMAIN. , ,'!,...,.'.,•,'. ' • ;,1'; E WHERE CONTRACTOR HAS REMOVED PLUMBING, MECHANICAL OR ELECTRICAL ITEMS, LINES, CONDUITS, PIPES, FIXTURES, ROOF JACKS, ETC. PLUG AND CAP PIPES, CONDUITS, 7 EXISTING ABANDONED AND CAPPED CURB TO REMAIN . LINES, ETC. BELOW FLOOR, BEHIND FACE OF WALL, OR ABOVE CEILING, BACK TO SOURCE • CD i•;:,•,,,:,. AS NECESSARY TO CONCEAL ABANDONED ITEMS. PATCH AND REPAIR FLOOR, CEILING 8 EXISTING ROOF HATCH TO REMAIN ,4';:., ' AND/OR WALLS TO MATCH ADJACENT. ,,,-) ..,:;.:•:,;., . EXISTING ROOF DRAIN AND OVERFLOW TO REMAIN. (VERIFY EXACT LOCATION IN FIELD). SEE PLUMBING 9 i f.; F THESE DOCUMENTS INDICATE A GENERAL DEMOLITION SCOPE OF WORK TO BE z?"," iN„,,,i DRAWINGS. PERFORMED AND DO NOT RELIEVE THE CONTRACTOR FROM OTHER INCIDENTAL , . ,,,,,, 9 ;,',:;,:, DEMOLMON WORK REQUIRED TO COMPLETE THE BUILDING MODIFICATIONS AS SHOWN 10 REMOVE EXISTING ROOFING AND PARAPET WALL STRUCTURE ABOVE THE EXISTING ROOF, SEE STRUCTURAL. , - AND REQUIRED BY THE CONTRACT DOCUMENTS INCLUDING BUT NOT LIMITED TO . ,,,,,.•:„ (-8 '6 . STRUCTURAL, PLUMBING, REFRIGERATION, ELECTRICAL, AND HVAC. 11 EXISTING MECHANICAL UNITS TO REMAIN. 11-0029-01 0 co A!,i., , PM: ROBERT FAGLIANO ,,,: G PROTECT FROM DAMAGE DURING CONSTRUCTION ALL EXISTING WALLS, FLOORS, 12 EXISTING SKYLIGHTS TO REMAIN. t-.-_-- ..,.,;,•••, DRAWN:AM -0 co •,.,„•,,,, CEILINGS, EQUIPMENT, ETC., THAT ARE TO REMAIN. . „•,:,;!,-. . .. -..„ 13 REMOVE ROOF ASSEMBLY AS REQUIRED FOR INSTALLATION OF NEW SKYLIGHTS. . 2.-c, :•„,,, H COORDINATE DEMOLITION REQUIRED FOR HVAC, ELECTRICAL, AND PLUMBING. SEE ili :,';';.. . .?.- o)k:,,,.., . • . . RESPECTIVE DRAWINGS FOR LOCATION OF EXISTING ITEMS TO REMAIN AND NEW ITEMS. 14 EXISTING STEEL BEAM SYSTEM TO REMAIN. DEMOLITION E E :4::' CL.— C,',':; REMOVE AND/OR PREPARE EXISTING SUBSTRATES AS REQUIRED FOR NEW WORK. ROOF PLAN . 15 REMOVE (E) MECHANICAL EQUIPMENT. PATCH BACK ROOF SHEATHING AND SYSTEM AS REQUIRED. PREPARE -(-•,, .•;:v„ , J ROOF ABATEMENT BY CONTRACTOR. REFERENCE OWNER PROVIDED ABATEMENT FOR NEW CONSTRUCTION AS PER DRAWINGS. CV n• - 0,.", • REPORT. • REMOVE EXISTING EXTERIOR CANOPY AS REQUIRED FOR NEW WORK. COORDINATE WITH V 16 ' •• , .,,,....y . K PATCHING OF ROOF SYSTEM AS REQUIRED FOR NEW WORK TO MATCH EXISTING ROOF z ,-,;,,,:,,, STRUCTURAL AND NOTE E. 0 a) I "CS O E SYSTEM PROPERTIES SO AS NOT TO VOID ANY WARRANTIES LU 4:"; . . 0...-- —I*r: ,,i,e;), $h':'::'':'',',g;%';',',;,i';';,:-%.M.,:;.=';;'7%41;1',;`,;'•7.1;6N,, ,'PAVi',7,;8,4:,,,'F.,"h.,'^',:t44Zi ..7 , ; ,; . - ,{.x _„rro^Y. ''.., r v➢i x� v tib;t ."ia ,, ,.x.P xfv t''''',",... ,�u iu . .., t',�' 16 GAUGE 1-112" 1000T200-54 CONTINUOUS METAL CONTINUOUS STRAP AT 48" TRACK (600T125-54 METAL TRACK OC SECURE WITH #10 SM MTL STUD @ CONTROL JOINT SCREWS AT EA JOIST 3505162-33 STD:TUNE:Dw. FRAMING @ 16" � I AT SIMILAR) � �OC W/ GWBVERIFY EXTENTS = METAL STUD GYP BD FINISH WHERE uAND LOCATITH PLAN \\_OCCURS 8 '"t-1 (2)# 10 SM SCREWS :�I(1}#12 SM SCREW TOP & CEILING LINE WHERE S A1.4-1 - 11 BOTTOM, TYP 3 OCCURS SEE CEILING -- �' 1000T200 54 METAL JOISTS AT STORE ®®375 SEE REFLEC ( Al 4-1 a A1.4-1 PLANS EVERY 8TH JOIST (MAXIMUM) ,.. �� CEILING PLAN 0 I 1 1/2" X 1 1/2"X 5"X 16 GAUGE TRIM WEB AND SECURE AS ��'R r o -I NOTE: SHOWN. AT SIMILAR USE 3 #10SMSCREWSEALEG � oo S 600T125-54 METAL JOISTS ~ O SPACE VERTICAL CONTROL 11565 SW PACIFIC HWY �` TIGARD, OR 97223 I S 10005250-54 METAL JOIST AT 12" OC JOINTS AT 30'-0" OC MAX, -'.- (UNPUNCHED), (6005152-43 METAL , i , ] i CONTINUE CJ OR DJ ACROSS ��,� ,, xr,... " `� 10005250-54 METAL JOISTS AT I- - JOISTS AT 16"OC AT SIMILAR) FOR DOOR BOTTOM OF FASCIA AND TOP OF �- �� 12" OC (UNPUNCHED) BRACING, SEE 114" OPENING SHEATHING TO PROVIDE (6005152-43 METAL JOISTS AT CONTINUOUS BREAK IN „ GWB WHERE OCCURS I A1.4-1 SHEATHING PER SCHEDULE 16 OC. AT SIMILAR) (4)#10 SM 1 350S162-33 TYP MTL TRIM. SMOOTH FACE W/ MATERIALS SCREWS WALL TO TRACK FRED MEYER STORES ( WALL) ,' 350T150-33 TYP (4)#10 SM SCREWS (TRACK JOINT COMPOUND. CONTINUE GWB '`° - - i TO WALL) JOINT ACROSS BOTTOM OF FASCIA WALL GWB BOTH SIDES UON FASCIA - 3800 SE 22ND AVENUE PORTLAND, OREGON, 97202 DETAILS S S C S/ S LATERAL BRACING 503.232.8844 I 503.797.3509 FAX I ,y; , 1 SCALE: 1" = 1'-0" 09 29 00 - 05 SCALE: 3" = 1'-0" 09 29 00 - 23 SCALE: 3" = 1'-0" 09 29 00 - 03 SCALE: 1/4" = 1'-0" 09 29 00 - 02 SCALE: 3" = 1'-0" 09 29 00 - 25 °" NEW OR EXISTING SUSPENDED { SUSPENDED MTL STUDS 3505162-33 @ 16" OC (VERIFY) ` a.: 14 t ¢ t J t kP I t 1Y r r +ca u 5 ,r I es 1 GWB (PROVIDE METAL EDGE , b ° �� ( tile- � -� 1 n I k e k' BEAD AT ALL CORNERS & GWB (4)#8 SM SCREWS TYP __ EQ :_:,:i,,.', I {I ,I fir I ti y r v 1 t t IV i t i , { q b 1 G 1 ,� c a s I t I r 4 � � 1� t f i 3 i lb iv 1 ''ri x tir S r i Y. y k I A{� , 4 4: Y { rl 1 S I 1 1 t 9 t t Y i ^'I 3t, taur 4 �,Yx�l,' v`'fr ii' 11t TERMINATIONS) t` 23 LAMP SEE ELECTRICAL DRAWINGS " 6" Al 4-1 3505162-33 METAL STUDS 16" OC, � &� ' , I ^� , , @ J 6 HEADER STUDS W/TOP & II _ ,W/GWB TYP ' 3, �,Ir- ;:T ,� 4 !sY it ,I }l ,a;. ( { ,i„5.. {w 5 TTOM TRACK CONTINUE /`y BO , I S " / r� 5 r 6 C;� f k ,1 ri t I, IY i F 4P '.It�7 4. I S 7 pq a 17 24 BRACING 8,_O" OC W/ 2 / 3 TOP OF GYPSUM, WHERE OCCURS >^ ,n^'' f .w.{ ,, ,GWB UP BACK OF FASCIA 6" @ ( )Ism_ A1.4-1 PAST CEILING A1.4-1 A3.2-1 6005162-33 BACK-TO-BACK METAL S FASCIA 601 SW SECOND AVE I SUITE 1200 *5x� -► ►� � STUDS. CONNECT W/ (2)#8 SM CJ CJ CJ r. CORNER BEAD, TYP 19 SIM °° t SCREWS 16" OC PORTLAND,OR 1 97204 , I '`� @ - 1 4" DIA MACHINE BOLT W/ . 4 I „ '� CEILING WHERE OCCURS FAUX STONE WHERE OCCURS VERIFY . PERPENDICULAR WASHER & DBL NUT !N 4" BETWEEN COLUMNS COLUMN BEYOND AS OCCURS, t 503.223.8030 I f 503.223.8381 CONTRACTOR'S OPTION A ¢ z WITH DECOR PACKAGE A ' ,` SUSPENDED MTL STUDS SIM gill > o VERTICAL SLOTTED HOLE @ 8'-0" - - TYP STRONGBACK c=n > OC MAX (MIN OF 2 BOLTS)W/ OBLIQUE SEE 4/A1.4 1 SEE 4/A1.4 1 BOTTOM OF FASCIA 'I 600S162-33 S ® _ w MuivannyG2 com MACHINE BOLT SET 1 FROM Y I, FULL LENGTH OF FASCIA, _ (2)350S162-33 DIAGONAL BRACES BOTTOM OF HOLE w BUTT @ VERTICAL STUD = w @ @ EACH VERT STUD. ATTACH W/ `> �, x%Imii 0 (4)#8 SM SCREWS, TYP GWB (PROVIDE METAL EDGE \ TOP OF GYPSUM, WHERE 4 #12 SM SCREWS TYP >_ o O _ 0 R - - BEAD AT ALL CORNERS & _ - A1.4-1 A1.41 � CCU S GWB TERMINATIONS) :: ii - 600S162-33 STRONGBACK STUD FULL CJ CJ DJ DECOR LENGTH OF FASCIA PARALLEL CONT BREAK W/ MTL CASING BEADS � CEILING SEE PLANS ± V-9" SUSPENDED FLOOR SUPPORTED OF APPLIED FINISH MATERIAL ALL CEILING WHERE OCCURS 3/4 WOOD TRIM STAINED TO MATCH - SIDES FULL HEIGHT AND ACROSS NOT PARALLEL TO COLUMNS (REMODEL) , WALL WHERE FASCIA STUD WALL CTOR'S OPTION "B" CL 801 ON GWB, TURN WOOD TRIM BOTTOM I FLOOR SUPPORTED STUD WALL , CONTRA OCCURS SEE PLANS ter ERTICAL TO CAP END CUT OF FAUX - BOTTOM OF FASCIA 1----- TYPICAL FASCIA EDGE ALE FASCIA :, TONE ) FASCIA ELEVATION/JOINTS i SCALE: 3/4" = l'-D" 09 29 00 - 06 SCALE: 1/2" = 1'-0" SCALE: 3" = 1'-0" 09 29 00 - 04 SCALE: 1/4" = 1'-0" 09 29 00 - 01( 9 Y NEW OR EXISTING SUSPENDED „° NEW OR EXISTING SUSPENDED f, 3505162-33 @ 16" OC (VERIFY) *` -e ®--ti 3505162-33 @ 16"OC (VERIFY) --` t -‘ _ GWB (4)#8 SM SCREWS, TYP i (4)#8 SM SCREWS, TYP I 'ti 23 / LAMP SEE ELECTRICAL DRAWINGS 23 .0 3505162-33 METAL STUDS @ 16" OC, 600S162-33 BRACE 4'-0" O.C. -.,./ 16"4 A1.4-1 A1.4-1 350S162-33 METAL STUDS @ 16 OC, W/GWB, TYP 2'-6" W/GWB, TYP , BRACING @ 8'-0" OC W/ (2) ;I 17 24 17 24 BRACING @ 8'-0" OC WI (2) j 8" MAX z:t 600S162-33 BACK-TO-BACK METAL � A3.2-1 A1.4-1 A3.2-1 600S162-33 BACK-TO-BACK METAL i ,w��, A1.4-1 STUDS. CONNECT W/(2)#8 SM 600S162-33 @ 16" 0.C. STUDS. CONNECT W/(2)#8 SM PERIMETER SEISMIC SIM " SIM 19 �� SCREWS @ 16 OC 19 .I SCREWS 16" OC CLIP s / ,,�� 2 :- : BAS / PERIMETER WIRES A3.2-1 A3.2-1 /E STUD.ATTAH COOLER BOX �z @ SIM w o - � SIM / - ::=f (4)#8 SM SCREWS, TYP � / ♦ SUSPENDED �t Q � _ / CEILING GRID ` � = w w 11101111111III■ (2) 3505162-33 DIAGONAL BRACES / w 1�1 / ACT ► EACH VERT STUD.ATTACH W/ / , w w ♦♦ BREAK METAL ENCLOSURE >< @ / 111 / I . I w,; 4 #8 SM SCREWS, TYP CLOSURE ANGLE AS /�� W/ FASTENER @18" O.C, PAINT O -�� \i101111111Mmi; 10 TO MATCH ADJACENT FASCIA, .j 4 #12 SM SCREWS TYP �� 4 #12 SM SCREWS, TYP I..nn © �.. O , ►�( ( ) / SPECIFIED _ I x x 6005162-33 STRONGBACK STUD FULL COOLER BOX DOOR TRIM x x 600S162-33 STRONGBACK STUD FULL WALL LENGTH OF FASCIA - (WHERE OCCURS) _A LENGTH OF FASCIA 1 CEILING SEE PLANS I GWB- PROVIDE METAL EDGE BEAD COOLER BOX DOOR (WHERE ;�� WALL WHERE OCCURS SEE PLANS AT ALL CORNERS OCCURS) CEILING SEE PLANS S i -. FASCIA : UILDOUT E,1-- FASCIA AT DAIRY COOLER El---- SUSHI FASCIA BUILDOUT 11 1 t: , SCALE: 1/2" = 1'-0" 09 29 00 - 11 SCALE: 1" = 1'-0" 09 29 00 - 10 SCALE: 1/2" = 1'-0" SEISMIC CONNECTION TO WALL - SEISMIC JOINT HANGER WIRE TIE ROOF SYSTEM SEISMIC POST SCHEDULE MFRS SEISMIC POST W/3 TURNS IN 1 1/2" PERMIT SET +� ,_ % /-- � CLIP _ I 1 #12 SM SCREWS TYP, EA SIDE #12 SM SCREW @ EACH OPEN 1. UP TO 8'-0": USE 1- 3 5/8", 25 \ TYP 4,{ 17 19 #8 SM SCREWS @ 16" OC, EA SIDE WEB JOIST GAUGE METAL STUD AT 12'-0" ��'° 24 23 A1.4-1 A32-1 SIM #8 SM SCREWS EACH FLUTE OC RESTRAINT is/ i SIM` A3.2-1 A1.4-1 HORIZ BRACE 12 �Ir 3625162-33 AT 16" OC (4)#12 SM SCREWS (4)#12 SM SCREWS GAUGE WIRE SPLAYED AT 45° SUSPENDED ( ) l ) e u FINISH PER 2;51;- 5S-72.-MUS..242;; :21-. r.-.",.. o---- x"-4❖..o.•. •..❖.❖..NI 0mc..,;9;9;-r-;.-- .•c. 2. 8 0 TO 101-0": USE 2- 1 5/8", (2)6005162-33 BRACING BACK TO -•-•-•-•-•-•-•-•-•-•-•-�-••-•-•-•-•-•-•-•-•-•-�•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-�-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-- ....................................r............ .......................................... A I N 4-DIRECTIONS, ALL W I RES SCHEDUL E 1 1 _ "' �' °�r�►�r r. 25 GAUGE METAL STUDS AT ATTACHED TO MAIN RUNNER 22 BACK @ 8'-0" OC, CONNECT W/(2) -I - � I- �''� � „ ® � . - #8 SM SCREWS @ 16" OC � � O JOIST TOP CHORD 12-0 OC. FASTENED BACK AT / SUSPENDED } (4)#l2 SM ' kW . EACH SIDE OF MAIN `'/"` CEILING GRID � - 1= 2 #8 SM SCREWS 12"OC (2)#12 SM SCREWS, TYP ),, SCREWS TYP 6005162 3� STRONGBACK FULL ( ) @ a •® RUN!�`R TYP. LENGTH OF FASCIA, BUTT 6005162-33 BETWEEN OPEN WEB @ (2)6005162-33 BACK TO BACK 22 'S'� Q. eo , \ -:- •-. VERTICAL STUD JOISTS, TYP 3. 10e_O„TO 15,_0,,: USE 2-2112° �Q �-- A1.4-1 fl, ' 1 TRIM FLANGES FROM BRACE, EA 1'-6"-�6" GAUGE METAL STUDS. 3>< BRIAN R� rx. ; .»I:._<< a: �'tiy ® s r'0,' , 12 COOLER/FREEZER BOX 600S162-33, CUT FLANGES AND 5 D 22 SIDE „ FASTEN SAME AS NOTE#2. :y ® • CURB AS SHOWN ON PLAN BEND w _ BEND WEB TO FORM 2" CUP SEISMIC JOINT CLIP w i_- z ;': A1.4 1 A1.4-1 4 , , I' .iik w �'V p ;IQ FOR REMODEL 4. ALTERNATE: UP TO 5'-0" � " ' CROSS RUNNER ,. > JCL '•„, rya v': u- • USE 3/4" DIA EMT CONDUIT i-- NOTE: WHERE NEW FASCIA IS MTL STUD BRACE �� ' �� SUSPENDED ,,,, 4 µ!` _ = w z _ CEILING GRID 0 o J ADJACENT TO AN EXISTING - w - .Fay MAIN RUNNER 4� ._ 1� V /I�� 3 '1 3eun x a tt�'t »Y+,�5 WI ��'�x}tj• ��J�./�. �k51� 1„!��'�'ikxl� � 4''s7 3/�Y r`�„x1 i�'lia�i _ WALL OR FASCIA WHERE GWB SPLICE. PROVIDE 2-#10 SM r IV,,, rQ °� DOES NOT CONTINUE TO DECK, • SCREWS AFTER TILE PANEL ACT , ' �' •• GWB TO STOP AT SAME HEIGHT WHERE FASCIA PARALLEL TO JOISTS WHERE FASCIA PERPENDICULAR TO JOISTS " IS INSTALLED CONCEALED SEISMIC CONTROL JOINT , ° "' • ` ,,,. ®, O D FF . - LATERAL SUPPORT BRACE @ 12 0 O.C. EACH WAY f AS EXISTING, PROVIDE J-MOLD /► , ''' OF ii, FAS A T •`n SUSPENDED T-BAR CEILING A011n Architecture: rights reserved.No part of this document may be 17 16 reproduced in any form or by any means without „ ; writing from MulvannyG2 Architecture SCALE: 1/4" = 1'-0" 09 29 00 - 12 SCALE: 3/4" = 1'-0" 09 29 00 - 09 SCALE: 3" = 1'-0" 09 51 23 - 01 permission m w. . • ;. , r ^ ^ ^ i,y L.�u - _ � ROOF SYSTEM WHERE OCCURS � DATE DESCRIPTION ® e 3625162 33X CONT. HORZ © I 1 ..... MID-SPAN OF DIAGONAL BRACES SOLID BLOCKING FLUTES AS . I (2)600S162-33 BRACING BACK @ ® 111 24 W/(2)-#8 SM SCREW @ EA BRACE O NEEDED ®i e n 17 A1.4-1 A3.2-1 SUSPENDED 3625162-33 STUDS AT TO BACK @ 8-0 OC CONNECT CONT 600S162-33 UN-PUNCHED 1. W (3)#8 SM SCREWS @ 12 OC 16" OC METAL STUDS EA SIDE W/(2)#12 Al.4-1 orurrrrorrrrrrrrrrrrrrrrrrrrrourrourrrorr��arrrrrrruourrrrom,G.......r: urrrurnrrrrrrrrrrrrrrrrrrr -!arrruuouuroorrrwrrrrrrrrrrreuruouuri ' k 1.;` - - sv ter.... SIM WHERE VISIBLE, CONTINUE GWB X -- (2)#8 SM SCREWS 1 -0 OC - � -� SM SCREWS INTO EA VERTICAL � � � .r ��' � �r �► �' � " I� TO STRUCTURE OR ALIGN W/ E O @ STUD, 1 #12 SM SCREW INTO "I 19 O FOR LENGTH OF BRACE r 1 O j ADJACENT WHERE OCCURS HORIZ STUD ON FINISH SIDE, \ I_111 (2) 600S162-33 HEADER'r {,4k. A3.2-1 SIM \u , SECTION PAINT TO MATCH SHEATHING _ , I I CEILING WHERE OCCURS, I SUSPENDED MTL STUDS (2) {�I!Iti SEE PLANS STUDS @ JAMB CONDITION ' 1 6005162-33 UN-PUNCHED METAL „ N ''' ®-- -► (4)#12 SM SCREWS TYP P STUDS EA SIDE OF VERT STUD @ � � ��4 2 ANGLE IRON FRAME WITH c, , �� CONNECT l ��..♦�e�� ►. TO STUD WITH HINGE' of n ( )6 I _ J_ W� ►4 W WIR FA IC WHERE 11-0029-01 3625162 33 16 OC _ . � � , ��i�i�i�V's ELDER E BR v ¢ Q' I i @ G, iiiiiii!�� ii4,4A \. -1 / _ ��♦ ♦� 1►��r� PM: ROBERT FAGLIANO > _i o- II + JOIST OR WIDEFLANGE . �C�_••_�.�.�,.��.��►� ►��►� OCCURS SEE FINISH SCHEDULE•I- w 0 I I + I ,��''Ir �i�i' ►�i��'��►i'i•�•� 0.•.---��S;,41, DRAWN: ,,;, (1)#12 SM SCREW TYP EA SIDE i�i�i�l�oi�i�i�i� '�i�i��o'�i�i�i�i�i�i ►��i�i�i�i�i� i LATCH AND PADLOCK• a F w -- II + (2) 600S162-33 BRACING BACK TO 36255162-33 MTL STUDS @ 16 OC ��i,��a� ��.�� ►��►�� a o 3 = v FOR REMODEL i r� V ��4 . ►�� 1�� ►�� TOP OF g ' 'OOLE FREEZER BOX s BACK 8-0 OC CONNECT W (3) ♦��1►�►��, ►.•_•_•_•_•_❖_•_•_. ►��1►•►��.,♦ CEILING/FASCIA I, @ O SHEATHING TO ROOF DECK ►.��,��►, �►.�..�..�,.�,�.��,!,.1�� NOTE: WHERE NEW FASCIA IS ! WHERE CCURS § #8 SM SCREWS @ 12" OC WHERE INDICATED a ADJACENT TO AN EXISTING & MSC DETAILS FF WALL OR FASCIA WHERE GWB (4)#12 SM SCREWS SUSP FASCIA PARALLEL BETWEEN JOISTS SUSP FASCIA PERPENDICULAR TO JOISTS t DOES NOT CONTINUE TO DECK, - N O ',; ks t M GWB TO STOP AT SAME HEIGHT lv f• if r' Z r AS EXISTING, PROVIDE J-MOLD : RACE ' ETAL° ■ 0 rr = e n ee a er - n ,_ re - n = ,_ n A1 . 4- I u, ,;„ SCALE: 1/4" = 1 -0 09 29 00 - 13 SCALE: 1-1/2" = 1 -0 09 29 00 08 SCALE: 3/4 = 1 0 09 29 00 07 SCALE: 1/2" = 1 0 i J' �1 rV ' ,�* ,),�d, l p aA M1 i I np �• I d� M 4 , ' {d r ,rrn, t 4 .i°..k J IHIVUIIVh JCHIVI L -Ity-tr uL STANDING SEAM (C� 1V-U" UL k STANDING SEAM @ 10'-0" OC GROMMETED FASTENER SHEET METAL COPING ON PT 2x10 GROMMETED FASTENER SHEET METAL COPING ON PT 2x10 ROOF ACCESS HATCH W/ INSULATED 1 ,, TAPERED CEDAR BLOCKING W/CONT TAPERED BLOCKING W/CONT TAPERED CURB AND INTEGRAL CAP FLASHING /111111111111 2% 2% BY MFG. ATTACH THROUGH HATCH SHEET METAL COPING ON PT 2x10 ' CEDAR BACKING MIN 2/o SLOPE. .,....,.nn.[ttt[[[[[[[i i[[I[[[( CEDAR BACKING MIN 2/o SLOPE. OPENING DIM BLOCKING W/CONT TAPERED CONT. FLASHING CLEAT CONT. FLASHING CLEAT .� FRAME & PERIMETER ANGLE 24 GAUGE PRE FINISH FLASHING SUPPORT W/ 1/2"0 MACHINE BOLT @ _�. I r — _ _ J CEDAR BACKING MIN 2% SLOPE. d. i ATTACHED AT 2'-0" O.0 d. ATTACHED AT 2'-0" O.0 W/HEMMED EDGES 24 GAUGE PRE FINISH FLASHING ��ii,, S ,.� EACH CORNER G r_ n 1 r_ " ' er 2X BLOCKING 2 0 O.0 , 2X BLOCKING 2 0 O.0 W TER RE I T NT A 1 I W/ HEMMED EDGES @ �- I @ A SSA B RR ER ROOFING W/ FULLY ADHERED G ii , 24 GAUGE PRE FINISH FLASHING 4 24 GAUGE PRE FINISH FLASHING BA E FLA H T STORE #00375 WATER RESISTANT BARRIER 4 4 1 WATER RESISTANT BARRIER ■. . EXTEND UP UNDER W/ HEMMED EDGES W/ HEMMED EDGES ' INTEGRAL FLASHING TERMINATE f� PT 2X, TYP A1.5-1 �� A1.5-1 <• ;p; 6" ��.�AR WATER RESISTANT BARRIER r WATER RESISTANT BARRIER W/ BACKER ROD AND SEALANT CONT. FLASHING CLEAT - _ _ _ _ #12 SM SCREWS @ 12" OC ;r 1[ ATTACHED AT 2'-0" O.0 ° PT BLOCKING I PT BLOCKING .�. - — - �� — - PT BLOCKING ATTACH TO TOP OF 5/8" PLYWOOD SHEATHING �sM I 5/8" PLYWOOD SHEATHING .-- 2X WOOD BLOCKING SEALED SEAM W/SEAM CAULK 11565 SW PACIFIC -IWY MINII ,; � � .4....��__,�.�u .,�,. .._ gµu...,_�.,.. � _ ....II.......w PER MFR STANDARD DETAIL TIGARD, OR 97223 O { I ■ Iw■.■r■■III.■MASONRY WALL W/ 1/2" DIAMETER CONT. FLASHING CLEAT t CONT. FLASHING CLEAT w..........■.:„ 3i r rr I _ ..... w..■.. SM CLOSURE PLATE AT ROUGH 4 ' COUNTER SUNK BOLTS @ 6-0 OC j ATTACHED AT 2-0 O.0 ATTACHED AT 2'-0” 0.0 i' 2X WOOD BLOCKING @ 2'-0" 0.0 ►�'��—'�' I� �V' ,� ��,;- EDGE OF ROOF DECKING . . CONT. FLASHING CLEAT 1X P.T. NAILER I 1X P.T. NAILER �r f - PT WOOD FLUTE FILLER. ATTACH ATTACHED AT/ ::LL S S ��WHERE OCCURS METAL STUD WALL SEE 21 FRE EVER STORES J OVER E CONCRETE PLASTER- CONT. ROOFING MEMBRANE UP i A2.2 E ` (E) METAL STUD WALL SCALE. 3 = 1 -0 C. I STEEL ANGLE FRAME AT OPENING r _-= LADDER LEG BEYOND PERIMETER, SEE STRUCTURAL ,r BACK SIDE OF PARAPET, OVER TOP ✓ CONT. ROOFING MEMBRANE UP ' CONT. ROOFING MEMBRANE UP L3x3x1/4 x 0'-4"W/(1)2"x 5/8"VERTICAL 1/2" MACHINE BOLT W/WASHER ��w-- AND DOWN FRONT, ATTACH PER BACK SIDE OF PARAPET, OVER TOP BACK SIDE OF PARAPET, OVER TOP O 3800 SE 22ND AVENUE SLOT CENTERED ON ANGLE EACH SIDE OF LADDER LEG MFR RECOMMENDATIONS AND DOWN FRONT,ATTACH PER AND DOWN FRONT,ATTACH PER P'®RTLAIV®, OREGON, 97202 COPING ON CMU MFR RECOMMENDATIONS MFR RECOMMENDATIONS 503.232.8844 ,� 503.797.3509 FAX SCALE: 3" = I -0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" ._ SCALE: 1-1/2" = 1'-0" 07 72 33 - 01 STANDING SEAM @ 10'-0" OC NEW ROOFING , MATCH (E)ADJACENT, i I Y { 1 , I 1. LAP NEW OVER EXISTING MINIMUM 3'-0" MECHANICAL EQUIPMENT BY ; , - rs r , r 1' , r ,�, 4 1 y 1 SHEET METAL COPING ON PT 2x10 z �� . AT EACH SIDE OWNER k '� Y r�Y t m �' Ytt Yi �� ng ■�;� c3 y , , { 7 .t l ( P i f 1 L t J} f ( �'1 , 9 4 r�F t �n BLOCKING W/CONT TAPERED f , c, r' 3 1 n , ,' 1 Y .} l t,. r 2% FLASHING „a CEDAR BACKING MIN 2/o SLOPE. 1/2" P ''®� d- _ _ ROTECTION BOARD ,_�;� � CONT. FLASHING CLEAT SCREW NEOPRENE� ' �� i ATTACHED AT 2'-0" O.0 WASHER EACH SIDE @ 24" OC w' GROMMETED FASTENER CANT STRIP 601 SW SECOND AVE I SUITE 1200 1 @ . LEVELING CURB SEE STRUCT / 24" --r PORTLAND, OR 1 97204 24 O.0 ;i TO CURB .® """'mme—...°'�"" DRAG BAR, SEE STRUCTURAL �� EXTERIOR PLYWD SEE STRUCT ". A pirsIgnammomiuri t 503.223.8030 ) f 503.223.83$1 ROOFING MEMBRANE CONTINUE A�! •�■■■■■■■■■�■■■■■■ ,� MI ROOFING W/FULLY ADHERED AIS �iii�= iii_ ■L = _ au_ tilrilk UP AND OVER PARAPET ,�� I��,��,�,,�,,,,�� ,,,� �� ao z p FLASHING EXTEND UP & OVER , PLYWOOD SHEATHING EA EXISTING ROOF SYSTEM _ CURB. TERMINATE @ INTERIOR MulvannyG2.com "d SIDE OF STUD SIDE OF CURB BLOCKING, SEE STRUCTURAL ■■■■■■■..■■■■■■I■■.. ;ww■ww..■■■■■.::...w■� 0 y _ .w■■ww...■■■■■■..... IM •••■•■L..■■•••••••••. SEAL SEAM W/CAULKING PER a;� <>. MFR STANDARD DETAIL NORTH , EST STRUCTURAL ROOF DECK METAL STUD FRAMING PT WOOD FLUTE FILLER REF DECOR 1 CONTINUOUS ROOFING STRUCT. MEMBRANE PT BLOCKING SEE STRUCT. (REMODEL) 0 1 __,--1— -------' ' 1 COPING D "' A G BAR FLASHING CONDENSER ` \ \ 6 SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 1-1/2" = 1'-0" 07 62 00 - 04 FLEXIBLE CONDUIT, M Yu HOOD EXHAUST X9,0 CAP SCREW &41iP## STORM COLLAR, SECURE TO CONNECTOR &JOINT SEAL PLUMBING VENT, PIPE : ;;;:► N R S PIPING O I , `COR FLASHING & �I � � FLASHING DOWN OVER CURB, = � SOLDERED CONNECTION >.'0„14%EXTERIOR PLYWD SEE STRUCT CUT& LAP CORNERS � ::::::DHESIVE ° �- z SEALANT PER MFG ROOFING SEALANT BETWEEN z -- CAP SCREW& NEOPRENE • } ;tj ■.;. LEVEL FLASHING _ „ 4IP° 401 _ ��. SST CLAMP I, I,, 1. = WASHER EACH SIDE @ 24 OC ,I I; , END FLASHING •:� 19----------------- •• UNSUPPORTED MEMBRANE r :� BONDING ADHESIVE �. I,'�:� :` : z ►, o z 3 1 SHEET MTL FLASHING END CAP, ,,p;;;;� c> z 3 UNSUPPORTED MEMBRANE z M1N 0 z ROOF ASSEMBLY _ z CONT. UP END OF GURB MIN 6" 2'� � '' -r 0 y�� , � MIN WALKWAY PAD � � � �i a�'.w■ww■I.wwlw■a�.❖.�-��r �:::OL...■ww.■■w.■w/ ROOF DECK. SEE -----;;-- -----, --- ---; , TYPICAL NOTES: _._._�..�"" ""'► z ROOFING MEMBRANE ,,1MITER&TAB-FOLD UNDER ... . fir.._ A ■■I■■■■■■■■■■.I■■.I■ ■■■■...I...■..■■.I.r!/ STRUCTURAL ..._........n+rr.�...r,.0 lim\'.+I■■■■■■ii■■■■.I mot- .�►-�+r �! - .wI■w.■■w.www■..w.w■ I i ww.■■w■I■■■■■■ww.w%%N ...r�.......i��.�...�e....•..c::�_,-.'7��I:.........L....... ....w......w.L........a. �....,■..........o ALL CORNERS W/SEALANT 41 � ��wl■■.■...■■■■■■■■■..■I■■ I.II■ww.■■I.I■w.wIwIIIC" w■■■■■I■■■■■■■■■■■I■ 1,1111•11111111111111111111111111111111111111111111111N•1111 ■■■■■■■■■■■■■■■w■..1 L.I■.\.■■■.■.■I■( Q 1" MIN CLR �t ;■w■■w.■..w.■.LII■■..■.■ ■■IIL.w■I.■.I.IIII■w.:Pli Ir '� CONTINUE ROOF MEMBRANE i FOR TYPE ,r6„ CONDUIT, COUPLING & CONTINUOUS BEAD ' CLASS FLUE I, I, MIN 6" UP SIDE AND END OF ,► ►� CONNECTORS CURB OF MASTIC TYPICAL 'r PIPE SUPPORT BRACKET& i , ^?` �' SEE STRUCTURAL FOR 2: �`. VERIFY WITH SEISMIC BRACE E NOTE: INSULATION AND FIELD I I NOTE: INSULATION AND FIELD CONNECTION �'� �'�A ` / ' MEMBRANE MUST BE CUT MEMBRANE SHALL BE CUT PIPE SIZE INFILL CAVITY W/ INSULATION `` TIGHTLY AROUND THE PIPE BASE TIGHTLY AROUND THE PIPE BASE CORNER FLASHING , ( --- HOOD EXHAUST INSULATION ELEC ROOF PENETRA - ENETRATION CONDENSER CURB END C t :. 11 SCALE: 1 = 1 0 07 72 36 - 01 SCALE: 1-1/2 = 1 0 07 13 00 - 01 f t " = '- " " = '- " SCALE: 1-1/2" = 1-0" 07 13 00 - 02 SCALE: 1-1/2" = 1'-0" 07 62 00 - 07 SCALE: 1-1/2" = 1-0" 07 62 00 - 03 MECHANICALLY ATTACHED PERMIT SET rt ROOFING MEMBRANE ON 1/2 PROTECTION BOARD, OVER RIGID 1-8" 1'-9 3/4" INSULATION ON METAL ROOF 11 .30. 11 1, T--------T l'-6 1/4" DECKING./1/ ., /r, _ 2X WOOD BLOCKING o Ott 6 t - �/ rte'' 1 a I plw „......---- MEMBRANE ROOFING o 1 .. ff"i ,k { y: M ri• Iib : BRIAN FLEENER,,f� ''� HITECT �� SYSTEM OVER PLYWOOD 25 SHEATHING f 1 ��i s," GALVANIZED STEEL SERRATED r , ,,. H ur •`` RUNGS 1" DIAMETER TYP 4, r Y U} 41,,",1vh, �'C S 1 TYP NEW ROOF DECK AND 1 Kr 'r A1.5 1 22 ❑\ \ 1 STRUCTURE SEE �g,,' ., r,,,� , ,f' , , NER iq H {7� ��d !�y.JliJr u.,k i , _ orrrrrrrr�rrr�rrruurrrrrr�ruru . .,, �`'I ruurrr,•. -....... ......... ' GUTTER BEYOND k rr I i X1'1- I ` f ',�� 3 GALVANIZED % — WALL BEYOND .,� ,, r ,' tf A H ti STEEL BRACKET AT . it.Z 3-1 f 4'-O" OC ---__________:: ° ° m • METAL SIDING TO MATCH p >- (E) @SIM ©MulvannyG2 Architecture: All rights reserved.No part of this document may be 1 –` I— reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. CONTINUOUS SINGLE PLY 10" GALVANIZED STEEL ROOFING MEMBRANE DATE DESCRIPTION BRACKET NEW SINGLE PLY ROOFING CONTINUOUS 7,r OVERLAP PE" MFR MEMBRANE OVER TERMINATION BAR } INSULATION � l RECO MEND TIONS CONTINUOUS FLASHING �� 23 ROOFING MEMBRANE ON 1/2" A1.5-1 P ° I 1 WOOD NAILER AS REQUIRED SURFACE APPLIED gEGLET 4,,, D (E) ROOF ASSEMBLY - .. r .•� .0 z t o, i_ by k4�--- I rr • � �. I. � � 2 O SST HHMB W/LOCK NUT � CONTINUOUS METAL f ` =�- , - �, WALKWAY U I I OVER PPE; MFR �, 1,, ALKWA _ ❑ AND FLAT WASHER ► II ■I►■� �►�. � � � AS ER PAD �, FLASHING . _ °' I RECO'l MEND TIONS ""'� - °I EXISTING N._ _ •° ° . ;,;Ills .� I_ 2 1/2" 0 SST THROUGH BOLTS . : CANT STRIP N I r 1 viii f. 40 NEW ROOF DECK AND `� ROOF _ _ I _�____ BLOCKING AT SUPPORTS, TYP. 'I� � C 11 I { -.-- I �. �.. p'r,.. STRUCTURE SEE STRUCTURAL „, f .:6a h.i,. a I.,r ^:..t •�., I J SELF ADHERING ROOF MEMBRANE 'W'•N { . BUILT UP ROOFING ON ■ 0, °,, ,r,,,'� e 7 !�� - a„,. „-,. :ova STEEL ANGLE SEE �. ' � BEHIND BRACKET PER MFR ■ !� f EXISTI NG SHEATHING 11-0029-01 .1,iui 1 i►. :: •� - �. .y STRUCTURAL , _ o '�`�� i RECOMMENDATIONS — z PM: ROBERT FAGLIANO '` : .. s DRAWN: PP ' f aQ GALVANIZED STEEL BRACKET �/' I E I OVERLAP NEW MEMBRANE 1 Q � ' SEAL EDGES / ! ROOFING 4'-0” MIN OVER 4 1. —�`� �- I I EXISTING MEMBRANE R / GALVANIZED STEEL LADDER N 9 _,. EXISTING ROOFING ..., I 7-N o n ASSEMBLY N O s - ROOF ACCESS LADDER ROOF ACCESS ELEV Zi5 6 .-,- :' ,fa� �''pi. 1 . E 1 ' SCALE. 3/4" = 1 0 SCALE. 3/4" = 1 0 �' SCALE. 1-1/2" = 1 0 SCALE: 1-1/2" = 1 0 \_/ SCALE. 3" = 1 0 a ;, - � Q1.'.i�J - _ - - _ . ro-z4�..fih -nor,t...4;(� fir r;y�Fti r. �{.�,1,.:. ,.,,, ,k sC .ie. ,. .. ... ..�` .L7,r4�s, ,, % ;.1,..i I 1 •fit. 6"0 STEEL PIPE BOLLARD, i�►♦ CONCRETE FILLED, 4'-0" c. TRUSS ABOVE & BELOW GRADE, r rr r n r n r " r " t _ �� ROUND TOP, PAINT 4'-5" 4'-6" 9'-0" EQ EQ 9'40" 4'-6" 4-5 , , I 't;or ♦�♦�♦�♦� "CAUTION YELLOW'' / / / / / / �w '/� ♦♦♦♦♦ 2 ♦♦♦♦ 1 a{ I ♦♦♦��Ai►'♦ FENCE POST& FORE #00375 �F=+: ♦.♦..♦.._... .11, COMPACTOR SCREENS 20'-0"AFF ,�,,,, anf WHERE SHOWN ON PLANS T.0 STEEL TIGARD '' I --Ns HSS DECORATIVE METAL I TO MATCH EXISTING SEE _ 11565 SW PACIFICOVVY STRUCTURAL PAINT PT-20 T IGARD, OR 97223 1; I - TYP. ao WELDS PER STRUCTURAL '` z..0 GRIND SMOOTH SHOP PRIME -_ I PREPARE FOR PAINT I I — 12r_0"AFF �� _iTE B.o sTEEL FRED MEYER STORES I 1 k, o N. CONCRETE ALIGN VERTICAL HSS WITH INC. _ 1 STOREFRONT COLUMN BEYOND z«r. 3800 SE 22ND AVENUE SITE BOLLARD (----- DECORATIVE STEEL PORTLAND, OREGON, 97202 TRUSS — 503.232.8844 4.a 1 ,{ 503.797.3509 FAX h SCALE: 1/2" = 1 e_0" SCALE: 1/4" = 11_0ee . NOTE: MITRE TUBE PAINT ALL FENCE VERT AND HORIZ \TO POST STEEL CORNERS, 1,_ „ POSTS AND RAILS (TYP. @ GARDEN ♦iii♦iii♦#♦ . ��i�i�i♦i♦i♦ r` ' �` .,- �� 0 . ♦♦♦♦♦�♦► WITH MFR SHOP DRAWINGS R{N ♦��i�i!�► � ♦i i i i i i �V��e'�'♦♦i r , t �� r ♦♦♦♦♦♦ t II 'I, Y T r > 15 1 l716�i 4`Z 1 f y j 1, t I r e ,f ''I fi i r ��" 7 r L 4 t 1 4 1 ; t POWDER COAT CHAIN LINK FENCE POST AND RAILS •�♦♦+♦♦♦�� IP*��♦♦♦♦♦♦ �, ' '' ',' �� - ' CHAIN LINK FENCE MESH °'''1 4%*AS* ,' �� 11'-5" ,',k® :. �.� �z ',,,��' ` �a1 ,, BLACK ~ k�i 1` I YS ♦♦ ♦♦C'♦ ♦♦ CONCEALED MAGNETIC DOOR 0 �%%i♦♦i� ,�♦i♦i♦i�♦♦ FENCE PRE-MANUFACTURED �/I♦♦♦♦♦♦ �� F �-- ♦♦♦♦♦♦' K$*)/' ��. SWITCH SWITCH FOR EACH GATE. © < �i�i�i♦i♦i�i�: ��; � EQ � 2-6 � 2-6 � EQ � GATE, OFCI �.�i...��.�..... tc-0",,Aw ;► .�I' / / / 7 ,�. ARMORED CABLE RUN INSIDE TUBE 1 ♦�♦♦♦♦♦�♦♦♦♦� ■♦♦♦ . , c. HINGE \, ♦♦ >" ��•�� ♦��* �� 601 SW SECOND AVE SUITE 1200 ■....r.....i; r I\.•■.■..rr..I; ' STEEL TO UNDERGROUND CONDUIT "E2 ♦�♦♦♦�� ►��.♦♦ , _ t, 1■\\■r■■II■■� I :lrr\\rr■■■ii.�■.I 1 ♦♦♦♦♦♦ ' i♦♦•�♦♦♦ - e■■■rry.■■■r. fir■■►�■■■■■■■ :� OFOI ♦�i�i♦i♦i♦i♦♦� ♦i�♦♦♦i♦i 20'-0"AFF PORTLAND OR 1 97204 , lure■.■■■.� urr■.vu■ri uu r u ■r. urr iiiii vu■■ ��*�� ' ♦�� t 503.223.8030 I f 503.223.8381 r ,:::::::::■: :::::::� ::: �♦ er er > ♦♦♦♦♦Oi Vii♦♦♦♦♦ T.O STEEL 1r//r■■rrr■■t 'Irr■rrrr■\\■■ ♦� 21/2 x6 HOLE AND COVER FOR ♦�♦♦♦�� ►��♦♦♦ i ,, 1 Irr►i■■ru■r: ! lu■ru■► u■ ♦.♦♦♦♦ ,♦♦♦.♦ t�1 1■':!E:1171"r arrrtrrrrr►7■ I o REMOTE HORN, OFOI. MOUNTED IN ��♦♦t♦♦♦♦;; ♦*�♦�♦♦ HSS DECORATIVE METAL � HINGE ,e..■■•••••■••� `L••••■■•■•.•• • NOTE: SEE ELECTRICAL _ ► � ��♦♦•♦4,- 1 ��♦♦♦*♦ TO MATCH EXISTING SEE { ■rrrr■rrrrly �r■uruu..I 1 �',■■■■■■rr■■■ ■�:x•■■■■■■■� ►► 11- TUBE STEEL HEADER ��♦♦♦♦♦t��♦� ■♦�♦�*: FOR ADDITIONAL ��'��' b.. . INFORMATION STRUCTURAL PAINT(15T-2Th MulvannyG2.com urr.rwururr ruu■■■r,u■ �' . ..•.�.�_�.�.�_1 ';.�.�.r►./•..•. ';, r' Irr■.��rrrr■rr, ■ru■rr■•.rr■■ �1'♦ VON DUPRIN EXIT DEVICE OAS SIDE a; 1 uru:vurrr ■rr■ru•.rrrr■ - Ir■rs■:rruu ' ■u■u•,■u■■It �, •'� � ..: •. TYP. C�9 I uu ■ ■ru■.r■■■r■■ ONLY WITH TOP ROD ONLY, I c_ HINGE 11::::::m..i..uu:::.�::! un:::::::::i 4 IE-I11=1I1 . -2111=111 = \ 1 -:::::::: rr::::rgr ♦ _ - WELDS PER STRUCTURAL _� ,* SIGNAGE TO READ 'EMERGENCY E? z -1 11- I II I II111' .• :'1- 11I-I �. _ ---- •. CONCRETE FOOTING • I 1 EXIT ONLY ALARM WILL SOUND'. �' III=III-1 -. •,— = GRIND SMOOTH SHOP PRIME NORTHWEST _ • 111-1 PREPARE FOR PAINT INSTALL SIGN ON TUBE STEEL - — . I —III—I - I III. M 11.91' 1 HARDWARE SUPPORT ABOVE EXIT \ C ,1_111 :f< 111_1 12'-0"AFF A DECOR DEVICE. PART OF i�fi ii► �! I�I I E B.0 STEEL ir \ ' GATE GATE 1 PRE-MANUFACTURED GATE 2'-O" .•- , (REMODEL). • • . 5/8" � WIDTH � WIDTH 5/8" ....• UNDERGROUND CONDUIT TO OUTLET TYPICAL FENCE POST P N TRUSS NOTE:ALL STEEL TO BE s> r GALVANIZED - PAINT 1T-0� - HOME EN, TRY ' ' SCALE: 1/4" = 1'-0" 32 31 13 - 02 SCALE: 1/4" = 1'-0" 32 31 13 - 03 SCALE: 1/4" = 1'-0" WALL BEYOND 6" SEE PLAN 6" SEE PLAN CONCRETE WALL SEE STRUCTURAL, I }fis ,....€ __.. µ,.. -,\ W/ 1" CHAMFER AT EDGES, TYP iiiir,(, i I ._�_ s —STEEL PIPE HANDRAIL, SEE F.O1 @ C•®�Aigh PAINT PT-08, TYP i _ _ A4.1-6 FF k; , I-61' HIGH CONCRETE BASE Ag.I x; — Or_®rr V Q COL 1'_611 HIGH CONCRETE BASE BUILDING OR COLUMN FACE " I 5'-4" ,I 30" 24" NOTE: 611 _ \ •�• -.M� . � 30 DIA CONCRETE COLUMN SEE 24 DIA CONCRETE COLUMN SEE 1 uV CONCRETE RAMP 1 STRUCTURAL FOR MORE STRUCTURAL FOR MORE 1. CJ AND EJ IN SIDEWALK TO �1 1/2 4 4 �„ SEE STRUCTURAL AND CIVIL FOR INFORMATION, KNOCK DOWN FORM INFORMATION, , KNOCK DOWN FORM ' CONTINUE THRU CONTINUOUS SEALANT _ I .° C ° I 5 GRADES LINES, SACK FINISH CONCRETE LINES, SACK FINISH CONCRETE CONCRETE CURB M ° --- °° ° ■ ? 2. PROVIDE EJ IN /4"R_r,. �' a 2 i PERIMETER EXPANSION JOINT�" CURB TO ALIGN W/ _ a i - BITUMINOUS STRIP FULL DEPTH . -- - — WALL JOINTS °° ° ., . a 4 ° . _ 71...... rl 4 TYP #4 BAR CONTINUOUS _ j j a e I, ° (h ° k 3. LIGHT BROOM ``c-----a Q ° ° CONCRETE STEM WALL 6" 4 Q CONCRETE SIDEWALK E---1-7, /'--- . ° 6 �- ° a C.®� F.®1 FINISH &SEALER `� a a II-,° Q .1.12 1x_311 . s :1 = s 40,1 ° 4 ° `'� HSS CENTERED IN CONCRETE � SLOPE MAX - � ' u' TM� °° LANDING 2° ° ° I b HSS CENTERED IN CONCRETE #4 REBAR, EPDXY ANCHOR, OR �o - _ ._COLUMN SEE STRUCTURAL CAST INTO SLAB @ 4'-O" OC WIRE > - ° a y• d , SLOPE MAX I COLUMN SEE STRUCTURAL TO HORIZONTAL REBAR, MIN. ° a 4 COLUMN CORNICE ABOVE ALIGN VERTICAL BAR LENGTH IS 8" RAMP ELEVATION 1 FINISH WITH EDGE OF COLUMN FASCIA ABOVE 4 - EXTERIOR 4., ° GRADE A3.1-1 ° ° a < ° FOOTING SEE STRUCTURAL I CUR :p .A`: ETAIL ENTRANCE COL MN DETAIL SCALE: 1-1/2" = 1'_O" 03 30 53 - 07 SCALE: 1/2" = 1 r_O" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'_O" . PERMIT SET „, 11 .30. 11,, , , . N BRIAN R. ,.xa Ma t filly . fir, f I4 k: Ir$k w ' 1+ Y .�:t.z 1,..„ aa, + y�tY A'ty +in� �• wk2;aNr , u 7�" '� �t',''',,,:,,6,; , °q�� Etd&..8 R �� li ��`�'� fili��f'd� N'°waarc 1 k}• to ', ,1' 'A , ,."MANI), OR,..*. . _ Ir,., ' ' 'OF lki 4 if o MuivannyG2 Architecture: All rights reserved.No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. 7/8"TYP 0 DATE DESCRIPTION WOOD BLOCKING BETWEEN 1 tl 7/8"TYP. 7/8"TYP METAL STUDS, AS REQUIRED iii� r GLASS MAT f{'>. c.� :;�.�.�' CEILING JOIST WHERE GLASS MAT GLASS MAT z z I SHEATHING I _ �—I► I SMOOTH STUCCO SKIM 2 , I COAT OVER EXISTING , w... .....,,httigirr--- SHEATHING ....1. ►, SHEATHING OCCURS _•_•l►'_ �I � s .�.//.1► MOISTURE BARRIER 1 I �, MIN//�► I �� ►, - , MOISTURE BARRIER CONTINUE 1 ....Air► MOISTURE BARRIER 1 ;I ,' ° a (E) BLOCKING I i '. ,1 AROUND CORNER 12" MIN %1 %"% ."r�` CONT METAL FLASHING iI ...�.► ../ice. III/i�!•�11• I iiir.nii g . I i..ioi� .v '�""' , . ' W/ DRIP EDGE ,M~��'41 IIIINIMA I,F ,// ► .I PROVIDE BLOCKING TO BE FLUSH W/(E) N .a I.//A I • • i I N I ,j ► LATH ..._ , ,. SHEATHING ,�...►, I :� , •, LATH NOTE: I I I° �■■r■■'•' ► INSTALL CASING BEAD AT I :` �. 8) 'r: �1 ;.'i. STUCCO COAT ' i STUCCO COAT _ STUCCO ' ' MOISTURE BARRIER _ S UCCO PERIMETER TYPICAL. ► I STUCCO FINISH. MATCH EXISTING �.... ►, ::: .; �..,� ► I STUCCO FINISH. SMOOTH FLAT FINISH It # 4 r.,.„ ., ,, .,r, , „ , .,, ,. . F , ,,. „ .. =1 LATH WHERE STUCCO IS TO '� ADJACENT CONCRETE PANELS %�•�: � � I � � ' III II 0 I BE PATCHED SOFFIT MATERIAL SEE rs/.i .'•.I• r.��/i I g I CO ��;� FOR FINISH AND.FLATNESS.: ► 41 CORNER BEAD- FILL SPACE 11-0029-01 M F„�,i •///.. ► 24 GAUGE GALVANIZED PREFINISHED_ ;£ ° REFLECTED CEILING PLANS o ,1 %%%� 'a a SOLID WITH BASE COAT REVEAL OVER MOISTURE BARRIER AND I PM: ROBERT FAGLIANO A - NOTE: 1111111PRIPPIII ' ° � �� DR AWN: CEMENT PLASTER REMOVE EXISTING REVEAL DEMO 2 CONTINUOUS SOFFIT VENT BLOCKING PAINT REVEAL TO MATCH INSTALL CASING BEAD AT ,M- 11111: !111,N§ + • etc _::�m:_ . f _ ADJACENT STUCCO SEE ELEVATIONS 'dm.° STUCCO AS REQUIRED TO REMOVE FASTEN TO FRAMING PAINT TO �' STUCCO PERIMETER TYPICAL. -— • la III .° ,, .■1../.., rl ;,, MATCH ADJACENT SOFFIT • ►,r►. ' MECHANICAL FASTNER 16" 0.0 _ II EXISTING STUCCO FINISH EXTERIOR DETAILS >- cn �.e t wells 1 . . DRAINAGE MESH t I KNOCK DOWN (E)SURFACE CONTINUOUS BEAD OF cos ': viii 0 MOISTURE BARRIER . AS REQUIRED FOR SKIM SEALANT EA SIDE i :,, &::a ►; LATH COAT, TYP T ' 2 72 TYPICAL STUCCO DETAIL SECTION S, - SCALE. 6" 1 0 A = — " = '- " n = r_ " re = r " SCALE: 6" 1 • SCALE: 6 1 0 SCALE. 6" 1 Q SCALE. 6" 1 -0 j INTERIOR ELEVATION NOTES: ED) D.1 19 - _• A FOR INTERIOR ELEVATION LOCATIONS, SEE FLOOR PLANS AND FINISH I �� _ _ . 18 SCHEDULE OBLIQUE OBLIQUE • / OBLIQUE B FOR CEILING TYPES AND HEIGHTS - SEE REFLECTED CEILING PLANS Fr e . r OBLIQUE / C VERIFY ALL FINISHES WITH DECOR PACKAGE ' `I 4.D NO PAINT ON EXPOSED STUDS, WHERE STUDS ARE TO BE COVERED W/ .I OWNERS FIXTURES STORE #00375 13 UV1 W1 W1 I I I I I I I I N - E EXTEND PAINT, RUBBER BASE, AND WAINSCOT 5" BEYOND EDGE OF TIGARD W1 ( W1 FIXTURES AND 2'-0 AT EITHER SIDE OF ALL DOORWAYS AND ALL , EXPOSED WALLS EXCEPT APPAREL AND ENTRY VESTIBULES. W1 TYP A6.1-1 A6.1-1 COORDINATE WITH FIXTURES. W1 W1 W1 W1 WO 11565 SW PACIFIC HWY .,: ,` " " ,. C o 0 0 0 0 0 2 0 > F FOR TYPICAL CONTROL JOINTS AND EXPANSION JOINTS AT A ' u_ 1/ 1"/ > //WO 13 WO 7-0 11 EQ Z-10 EQ C S WALLS TIGARD, OR 97223,- ---__,, r__,, ABOVE DOORS, OPENINGS AND FASCIAS SEE ,-_-. 1 I Y-,, \, ,< iSa , ) 7 > \ ''''..',. .."""' ""4 _ 4 1 \ / A1.4-1-.?' lit-H d- d b9EN \ / 1 ,Vr /—'--- , , ‘--ja / / , N N \ \ \ \_ -"OPEN- -/ C er fI-- - -i I C c/ N G WRAP ALL FINISHES AROUND FURRED WALL ENDS AND FASCIAS\ N N— — Z pill 9 I 7 ® I 1 I \ FRED MEYER STORES / �_ - - \ / \ \CFCI H FOR ADDITIONAL FINISH INFORMATION SEE ENLARGED PNS i � 1 L_ I I I I FINISHES, SCHEDULE AND SPECIFICATION C 5 1 5 5 12 5 5 7 5 7 -f 1 GLAZING FOR DOOR • A6.1-1 W1 AND FILLER PANELS EA J WALL SHEATHING TO CONTINUE TO HEIGHT AND EXTENT AS INDICATED A6.1-1 1 3800 SE 22ND AVENUE SIDE OF FIXTURE BY PLANS, DETAILS, INTERIOR PARTITION LEGEND AND INTERIOR ELEVATIONS PORTLAND, OREGON, 97202 ALE ENTRY 0, ALE ENTRY PRX WINDOW„_ ,- „ 3 „_ ,- „ „_ ,- „ K PAINT ALL COLUMNS TO MATCH CEILING PAINT, EXCEPT AS NOTED ON 503.232.8844 SCALE: 1/8"=V-0" SCALE: 1/8"=V-0"0 SCALE: 1/8"=V-0"0 SCALE: 1/8"=I-0"0 COLUMN SCHEDULE. 503.797.3509 FAX „,,_, ,_, , : 4_, ,,,., ,,,, f ,,,„ ,,, _,,,, ,, ,,,L PAINT ETHERNET BOXES, CONDUITS, DIFFUSERS, ELECTRICAL PANELS AND GRILLS TO MATCH ADJACENT SURFACE COLOR I , � ( - - � - 1 .,ah t 5.` ; 41 l S, AI (i4 Al I t ' M FIXTURE WALLS TO HAVE WALL STRIPPING AS SHOWN, VERIFY ;,{rl i l - 1 r4tr�, 1 Y l,fij ? Ijl fit Sy',!) f1' 4 D FIXTURE LOCATION. EXPOSED STUDS AND STRIPPING ARE PERMITTED k},,; , , L c{rr r r fi I{t ij �. "1 14 BEHIND FIXTURES ONLY ALL WALL FINISHES EXTEND 6” BEHIND ; r r r r, `` r ,{,,r , , ;' ' ,r• FIXTURES. WOOD STRIPPING IS TO BE INSTALLED IN THE SAME PLANE. j' kA `' ' a': ` - } , 4 f �;'' n} 4x� a e x. qx rS, F r/ t r x I.0 ;? rt tI ,,,f, u ,e „ , tl � :,f ' dr ti t,,,,' ,1 C :,.Xt q .,. , tSY J , /OBLIQUE OBLIQUE OBLIQUE OBLIQUE N PROVIDE STRIPPING AS REQUIRED. EXTENT OF STRIPPING TO BE ll COORDINATED WITH FIXTURE PLAN AND KROGER. STRIPPING TO BE "''' . - - - W1 - HELD BACK 6" FROM EDGES OF FIXTURES AND 2'-O" FROM 601 SW SECOND AVE I SUITE 1200 I I I I W1 DOORS/OPENINGS, UON,VERIFY STRIPPING REQUIREMENTS FOR EACH PORTLAND, OR 1 97204 tYr4 r'. W1 W1 2 2 W1 W1 2 W1 W1 W1 L W1 W1 W1 W1 FIXTURE. t 503.223.8030 I f 503.223,8381 — c's, 2 13 0 0 2 13 P PROVIDE WAINSCOTTING AT WALLS ON SALES FLOOR THAT ARE NOT I I. ® COVERED BY FIXTURES OR EQUIPMENT PER <- 2 1 2 13 12A , I -'`�--•-� 3 3 3 MulvannyG2 com WO A234 \ \I NN 7/ \ I I \ / 0 WO ,� )u WO _ WO ' i , 7 \ / \ / \ / \ / \ / \ / 1 > 0 ' \ / �� \ WO �' R AT BREAK LINES, WALL FINISHES CONTINUE AS PER ADJACENT, U.O.N. N.OREN OPEN OPEN OFXEN O� N OI N _____ w NORTHWEST ,: --- E y / +� / / \ \ ,4 \ ,- ' \ / \ / \ ��\ ` ` S PROVIDE BACKING FOR SIGNAGE AND GRAPHICS ELEMENTS AS \ 1 \ \/ / / 4._,... __. REQUIRED. COORDINATE W/SIGNAGE AND GRAPHICS VENDOR, TYP C "{' '� 1� t� T WHERE GYP. EXTENDS TO UNDERSIDE OF ROOF PROVIDE 5 .. REMODEL 5 5 - 5 U RECTANGULAR OPENING AROUND STRUCTURE WITH CORNER BEAD, A4.2-1 A4,:2-1 la 4.2-1® JEWELRY TYP. / U FOR EXTENT OF SERVICE AREA WALL TILE SEE ENLARGED PLAN AND 5 FINISH SCHEDULE. FOR SERVICE AREA WALL TILE PATTERN SEE SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" �_ SCALE: 1/8"=l'-0" SCALE: 1/8"=1'-0'°. (1: Aillk NY , lo V CONTROL JOINTS IN EXISTING GYPSUM SOFFITS ARE SHOWN FOR 0/ REFERENCE ONLY, VERIFY LOCATIONS. WHERE EXISTING CONTROL D D.1 D 11.1 10 JOINTS OCCUR AND SHEATHING IS INDICATED TO BE EXTENDED, a'' CONTINUE CONTROL JOINT THROUGH NEW GYPSUM, ,{y # KEY NOTES: 1 RUBBER BASE WB-801 W f 2 EXTENT OF JEWELRY FINISHES SEE 1/A4.2-1 FOR JEWELRY µik N K ,O I I I I I ELEVATIONS W1 ' \ / W1 \ 3 EXISTING GLAZING TO REMAIN .. 17 , W1 W1 WO � ' \\ // WO • 4 PAINT UNDERSIDE AND BACKSIDE OF FASCIA TO 2"ABOVE CEILING —, i 11 \ i 111. 15 TYPICAL WAINSCOTING FIELD VERIFY, EXTEND 1'-0" PAST EDGE OF OBLIQUE 2-6 OBLIQUE OBLIQUE p I.fr' � � � > VFY 1'V/FIX URE �� / 1 W1 FIXTURE -SEE 12 f3, \ WO '� I WO I �, \ \ �- �- A2.3-4 >,t1 .e— r I I +4 _ N \ +1 Ii,} -, L W1 W1 W1 I >== 6 WOOD STRIPPING ON EXPOSED STUDS SEE 13 , 71-- - w i O o ,,' I // i / A2.3-4 1 • Ava'6.' WAINSCOTING BY WAINSCOTING BY WAINSCOTING BY 7 FINISHES TO EXTEND INTO ALL WALLS AT ALCOVE—if „i COFFEE VENDOR COFFEE VENDOR COFFEE VENDOR 5 S 5 5 8 EXISTING WOOD STRIPPING, VERIFY EXTENTS AND CONFIGURATION. PATCH REQUIR AND ED REPAIR FOR NEW WALL WORK SHEATHING AND FINISH. MODIFY AS S TARBUCK'S STARBUCKS STARBUCKS LOW WALL ' 1 0 SCALE: 1/8"=l'-0” SCALE: 1/8"=1'-0" SCALE: 1/8"=l'-0" SCALE: 1/8"=1'-0'° 9 EXISTING RD PAINT TO MATCH ADJACENT WALL 10 WAINSCOT BY OTHERS; OFCI;ALIGN WITH COFFEE VENDOR KIOSK 11 DECORATIVE WALL CAP, SEE 2 PERMIT SET A3.2-1 ' D D.1 11 .30. 11 k D.1 8 12 8" DEEP BUILD-OUT, COORDINATE WITH S&G PACKAGE FOR i i DIMENSIONS AND LOCATION, SEE A1.4-1 EQ EQ 13 WRAP EXISTING HSS COLUMNS AND BEAMS INSIDE AND OUTSIDE OF ENTRY IN ALUMINUM BREAK METAL TO MATCH STOREFRONT 9 I I 14 DECORATIVE PANEL AND WALL CAP ON PARTIAL WALL SEE A3.2-1 i N I I V{!1 I I I I W 1 I S 15 NEW DRAG STRUT PAINT PT-801 COORDINATE WITH STRUCTURAL ,,r i v BR I+�' R. FWO WO WO W1 W1 16 EXTEND STUDS T• :.0 STRUCTURE AS REQUIRED TO EXTEND GWB TO ,• I ,L r �. B:O DECK SEEI W 1- ,f , A3.2-1, w icy w , (' U w �Ct `" / rte' X X - -- ---_ —_ _— _ `" r'alln ,,:11. :,i( ,,�zY, %,',9'iv o,4'. t F rl _ 17 COFFEE VENDOR KIOSK COORDINATE WITH COFFEE VENDOR k, F to �� ^ ,r 9 1 rt R -, o _ :>nP' F I "ji"' j t 9 I 3 , r . 6 6 i 6 -/ 'I • nif iztignir.„ 1 II or crt:g,i, , , „ ,.. '411MMUMMOMMill ---Lt—a 1, f § # 911ii1hlill 1 rf i'I SEASONAL SEASONAL SEASONAL s � i r F - ; I � , ©MulvannyG2 Architecture: I 14 i ` a s (, All rights reserved.No part of this document may be ��•�» ---•-• •-•�•�••- a-� �•.--• -.••• -••�-�•••-�•-..,..,.. ..--�,�i:--- �- j—'--•M- #` reproduced in an form orb an means without , i �! i i permission in writing from MulvannyG2 Architecture. F, SCALE: 1/8"=V-0" SCALE: 1/8"=1-0" SCALE: 1/8"=V-0" I I �._. F f ..�.....-.. ... ,- IE g� Fip{ 4t: 0 DATE DESCRIPTION i 11 ® ■ i 4 h Y F S i ; i_L..i -E :411■. 1 ±r--- i s �w _ i D fl , , EQ EQ EQ j—i=T $ € i I i - T mi — I 4.,.. _ _.......+__ .,..i ____„.4_, '.....- ,ter :# F� , lt 1/ i___c__ , co 1 I I I I i i I i F ' 4, _ #' eo -N I}. A o -4k- -! ' i i W1 W1 W1 W1 � lll .. # - - °.�.� ____ 1 ti I jYYY _-- _ I ' r 4)©-" .�•�`11 I 1 11-0029-01— _ ___. _ ____ _ _ _ _ _ — — rem r vioNgi , - A ,''I`` { � µM .., ----4-1- I ' L1/4....._. .....: , . F. PM: ROBERT FAGLIANO 1 /MX .� '� ,.�.,,.�... DRAWN, PP i d d {v Jt,- — I 1 I j I (I i I 1 aaas ¢ _ _ 9± - -:.. J i F } 4 i m.r: 4. INTERIOR p _ _ ELEV TIO S i h.7,+ r r I i _ Q. NO ' ` 5 KEY PLAN SCALE: NTS . ., . E 2 SCALE: 1/8"=1'-O" J _ u J�u.„�e �� `1 I '\ 11 ,r x'! 'jl# { Ir iF✓+"R ,+. }i ( n Y INTERIOR ELEVATION NOTES: ' • A FOR INTERIOR ELEVATION LOCATIONS, SEE FLOOR PLANS AND FINISH SCHEDULE „..., M 1\1 ® ® F.1 J J1 4/ 41) 4111 , B FOR CEILING TYPES AND HEIGHTS - SEE REFLECTED CEILING PLANS '''' ; ; .•, ,,,, • C VERIFY ALL FINISHES WITH DECOR PACKAGE 3 8 2T 0 D NO PAINT ON EXPOSED STUDS, WHERE STUDS ARE TO BE COVERED W/ ''. 1- ” - " / / / OWNERS FIXTURES STORE #00375 , r 15 • 16 15 E EXTEND PAINT, RUBBER BASE,AND WAINSCOT 5" BEYOND EDGE OF TIGARD 1 fi wi ' ,,, TYP , FIXTURES AND 2'-0"AT EITHER SIDE OF ALL DOORWAYS AND ALL I 1 i EXPOSED WALLS EXCEPT APPAREL AND ENTRY VESTIBULES. - - :i — - - - en - -2 111111.MMIMMalW1 W1 COORDINATE WITH FIXTURES. 11565 SW PACIFIC HWY 2, F FOR TYPICAL CONTROL JOINTS AND EXPANSION JOINTS AT WALLS TIGARD, OR 97223 I WO --. W1 WO W1 W1 WO WO WO ABOVE DOORS, OPENINGS AND FASCIAS SEE 9,-,,,•‘ • A1.4-1 T.0 Q Q Of — X 111 G WRAP ALL FINISHES AROUND FURRED WALL ENDS AND FASCIAS \ / v" = EL w ,,, 1111111 11111111 \-\ \\ , ,,,, \ \ ----/ / FRED MEYER STORES II 1/! !11 ]: , , 4 r'': I H FOR ADDITIONAL FINISH INFORMATION SEE ENLARGED PLANS, , ill / ill Ill II II FINISHES, SCHEDULE AND SPECIFICATION INC. ..,' I I , 6 1 \ y - J WALL SHEATHING TO CONTINUE TO HEIGHT AND EXTENT AS INDICATED 5 I 5 -- i 6 1 5 5 -- 5 5 --/ 6 BY PLANS, DETAILS, INTERIOR PARTITION LEGEND AND INTERIOR 3800 SE 22ND AVENUE •,,',!..,, ELEVATIONS PORTLAND, OREGON, 97202 HOME ENTRY/ TOYS/ LUGGAGE/ SPORTS/ TOOLS/ K PAINT ALL COLUMNS TO MATCH CEILING PAINT, EXCEPT AS NOTED ON 503.797.3509 FAX 1 COLUMN SCHEDULE. SCALE: 1/8"=1'-0" . L PAINT ETHERNET BOXES, CONDUITS, DIFFUSERS, ELECTRICAL PANELS •,-,;;- •,,,, AND GRILLS TO MATCH ADJACENT SURFACE COLOR ',,,,•:,,„;„,,,;.,;,..„L,,,%,,.,„ •,,-, ;, , ,,,,,; • ; ,;••', ,;,,'•.: ,- -;,,:•-:,', '•,• M FIXTURE WALLS TO HAVE WALL STRIPPING AS SHOWN. VERIFY i.;;;`,',,,,•'',,; °;;,•,,,,, ,;,,;::,-,,,,2, :,•, ; ,;:,• ,,;, •,,,,,' ;,,-,,,,,i.;,,„ ,; •,,,;., ,12:•,;,,,:,,,,,,, ,;•;„,;-,,,:,,,,,,,,.:;,,,,,,,,',,,,,,„.•°,,..,_,-„„,,,,,,,,,,-,,,,,•,,;;,„,,•,,,,,-,“,,,;',;; ,',••';;;.,„,;:,.,••,-,,,Y.•.•,,,••,-,::,,„;,,,,-,, FIXTURE LOCATION. EXPOSED STUDS AND STRIPPING ARE PERMITTED ,';•;•''''„''•'.°:,;,'''c'-',',,;';'-z;';',',°;"';',':''-'•-• ••,',';';;;;_'•;':',';';'•;,•'",;:,-;;!,”;',:',•,;.„ ',-,-, :;;;(=;„"R,'-:`,7, ,a BEHIND FIXTURES ONLY. ALL WALL FINISHES EXTEND 6" BEHIND ''',,•! '''• ,,--,,;- ;-, '-'• ; L;•,,,,,... .•• --.-• •,',,,... -,,,,• -,--,,,,, •• •, t•• , ,141 4 6 C N.1 ,,,,,,‘ ..,.. FIXTURES. WOOD STRIPPING IS TO BE INSTALLED IN THE SAME PLANE. '-;;''k.if:°:, -'''' ',". •'''' -A 1 , ''' N PROVIDE STRIPPING AS REQUIRED. EXTENT OF STRIPPING TO BE ,--; COORDINATED WITH FIXTURE PLAN AND KROGER. STRIPPING TO BE HELD BACK 6" FROM EDGES OF FIXTURES AND 2'-0" FROM 601 SW SECOND AVE I SUITE 1200 DOORS/OPENINGS, UON. VERIFY STRIPPING REQUIREMENTS FOR EACH PORTLAND, OR I 97204 , . FIXTURE. t 503.223.8030 I f 503.223.8381 ' I I I I I I I I I I I I I I I I I I I I j . P PROVIDE WAINSCOTTING AT WALLS ON SALES FLOOR THAT ARE NOT COVERED BY FIXTURES OR EQUIPMENT PER ,‘„, •,,,, WO WO WO WO W1 12A MulvannyG2.com , '‘`, • • , — <> 1;---- R AT BREAK LINES, WALL FINISHES CONTINUE AS PER ADJACENT, U.O.N. , A . 4; x x x Lu . • zh. LT- /\ -NORTHWEST „--. , / ..,__ , ,_ S PROVIDE BACKING FOR SIGNAGE AND GRAPHICS ELEMENTS AS wry ___/ \ >- u.. - >- u_ REQUIRED. COORDINATE W/SIGNAGE AND GRAPHICS VENDOR, TYP DECOR \\ / ____ \ . ELE E2 co 11.1 > > T WHERE GYP. EXTENDS TO UNDERSIDE OF ROOF PROVIDE u_ ; t'. \/ — / \,/ i (REMODEL) ‘111r111111111111111111111111/ \ r i UJ RECTANGULAR OPENING AROUND STRUCTURE WITH CORNER BEAD, > '',;,,,•:, 6 I 5 V 5 6 -- 11 5 i —6 -I TYP. U FOR EXTENT OF SERVICE AREA WALL TILE SEE ENLARGED PLAN AND FINISH SCHEDULE. FOR SERVICE AREA WALL TILE PATTERN SEE • C'-, ) AUTO/ STORAGE/ HOUSE -,;ARES 7--- HOUSEWARES :..,.,s Ali SCALE: 1/8"=1'-0" L3) SCALE: 1/8"=1'-0" NIP, „.:., ..:, V CONTROL JOINTS IN EXISTING GYPSUM SOFFITS ARE SHOWN FOR ' 10 4111) REFERENCE ONLY, VERIFY LOCATIONS. WHERE EXISTING CONTROL JOINTS OCCUR AND SHEATHING IS INDICATED TO BE EXTENDED, •;;, __ CONTINUE COOL JOINT THROUGH NEW GYPSUM _# ES 1 RUBBER BASE WB-801 1 12l-\7 . ELEVATIONS W1 W1 12 ;,•', 2 EXTENT OF JEWELRY FINISHES SEE 1/A4.2-1 FOR JEWELRY ,., ,.•. . _ :,;;•:. I I I I - I , I ', 3 EXISTING GLAZING TO REMAIN :,,',•;;,• W1 ° , , _ [ W1 I W1 I - , 4 PAINT UNDERSIDE AND BACKSIDE OF FASCIA TO 2"ABOVE CEILING W1 I WI I W1 ; WO W1 WO ; WO , , . 1 ; •,•;; I 5 TYPICAL WAINSCOTING FIELD VERIFY, EXTEND V-0" PAST EDGE OF <> <> <> ' <> , ° ' <-> I,th FIXTURE-SEE 12 ,•.-•; A2.3-4 ,,,•'', \ / samorrir"""'"'"""'"Iairillr WW1 , \ / \ / Eli rarallorarri I 111•11111111111111111111111111111 I 1 , 1 ■ , \/ \ / 111111 \ • •111111111111111111111111111111111111 I J , , /\ N FM \ 6 WOOD STRIPPING ON EXPOSED STUDS SEE AI" 1 ,, ,,,,,,,, ,..„ , \ I \ E / 110 . A2.3-4 ........— / \ .... I •-• _ 7 FINISHES TO EXTEND INTO ALL WALLS AT ALCOVE FOR TILE PATTERN SEE Alk TYP 8 EXISTING WOOD STRIPPING, VERIFY EXTENTS AND CONFIGURATION. •:., VW , PATCH AND REPAIR WALL SHEATHING AND FINISH. MODIFY AS rpr, REQUIRED FOR NEW WORK ,, • :•,,, MEAT AND SEAFOOD MEAT A : D SEAFOOD/ FRESH MEAT FRESH MEAT 9 EXISTING RD PAINT TO MATCH ADJACENT WALL C SCALE: 1/8"=1'-0" 6) SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" PERMIT SET 11 DECORATIVE WALL CAP, SEE 02 •'.=. A3.2-1 0 11 .30. 11 12 8" DEEP BUILD-OUT, COORDINATE WITH S&G PACKAGE FOR 11 14 15 17 * 19 DIMENSIONS AND LOCATION, SEE A1.4-1 13 WRAP EXISTING HSS COLUMNS AND BEAMS INSIDE AND OUTSIDE OF , ,.._, ENTRY IN ALUMINUM BREAK METAL TO MATCH STOREFRONT j.... ,,:.,,, , ,, :::,,c ( I I 1 1 1 1 . a 14 DECORATIVE PANEL AND WALL CAP ON PARTIAL WALL SEE A3,2-1 I .. I I I a W1 i L-1 , :,;''-', • W1 - W1 W1 W1 W1 15 NEW DRAG STRUT PAINT PT-801 COORDINATE WITH STRUCTURAL ' BIR‘ I A2113 ,rr ARCHI;', CT -riik' 0„ WO 116 EXTEND STUDS T .0 STRUCTURE AS REQUIRED TO EXTEND GWB TO .1., r F r 1 I , ■ \ , . . \ B.0 DECK SEE 23 - .. ,4 a H ''■',., a' > > ,la *,;',';{;',#1 °I A3.2-1 /\ .;;-',,,,,,,,,,,,,,;;'''' ' ,., 1-.' u- / / / / / / / / / I 1 reD cr- b , ;,;,,,, i,, #:,,,*0 14. 1 '''' ,40,0,-m,,,:-,,,,,,, ,,v, / / / / / / / / / / / \ ;2- gi II COFFEE VENDOR KIOSK COORDINATE WITH COFFEE VENDOR •,,, / / / / / / / / / / / ; ,, / / / / / / / / / / / >- - . \ / \ \ \ \ \ \ \ \ \ \ \ u_ +1 rx L.' \ / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ U.1 > 1 i , \ \ \ \ \ \ \ \ \ \ \ , / V / r ::.*__j..__ .1.___________!,—,_ ,,...._t_t ,...._t_______ _,, , ; ',„ P0'; ' ,.ND OR ''''7 I \ \ ----t" I ND (; 'A'Ao, -7-1-- I I ---1 , - i - 5 -/ 5 i 6 -/#1 I 1 11111' N-1=t,L1......v., alki 1 iir ' ' i 17 C''' ,. } , ' r'-=1= •111021. illt , 1 I 11047.07P.:5, .i.....wiiiiii-1 i ,, . , •-4' ---7 -r- ' - ----"I: ----1- EL. g ...eialw ,........... :, -1-: i i !,„ „,,, i . T c.MulvannyG2 Architecture: e--1 '' i I All rights reserved.No part of this document may be , i I — t "16" ' " —1- --tr. reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DAIRY BABY WORLD - - 1 ; 0 I . , 1 of 1: v, , .. , ,, _ 1 /to c), - 1,c) 0 . - - - -t , LI A DATE DESCRIPTION ° 1 I i 1 (7 1 ® SCALE: 1/8"=1'-0" 8 SCALE: 1/8"=1'-0" ......_„1, , -, ' , . . _ _f___,; .,1 1 ' 7-0-- ii, ii, 1 0 .1 _ ___....-.4._ i _ _ _ .3„.......i____I -1 ....._1.4 '-''"- — 1—-- — ( ----,z -- 1- — --1----- . 1 11 20 (111) (111) 0 4111 20 — ............. ..„...........„..„...„.......„..„ r.,-- i — IIII r? WM , lilt 1 , i i i 1 t i I I I i 1 I OBLIQUE , _ m....., ..- > , f ___ _____i _ , _ _____4_4_, _ 4.4____ _ _4, _ _4___ ,,ii/ r -----irii- r *L_ ...._ <, _1„... mr."4„...„_i_ I-, --a Tt - i t '---- ----+ 1 i-----H 1 I ' 1. -1 ' il ■ T :`; 77, ' ' 1 1111-1 i t r : , , • c,,,„,,,, I 1 1 I I 1 .1. I I: . . .• _.,..,....3 ,, , 1 1 1 _l_. ' -. ,,!•,,' I - - VVVV\ / 1 1 1 1 I I I I I I I I ilibh- Li 1 1 1 I I 1 I I m iaiiiiii ______&,_., ......_h_...._______4_,....__..,......f,—.4*--.... — f1......--,...............—......--mm.m.,.—... -r-owns* = I.; , W1 t W1 . !! I I * , 1 Fi 6 ,‘' W1 i If- ---17— 1:: - '" -1- 1:7-11 -- --- .----7' "1111:_*,'"rBs -} ! ', I '' 16 ------------------"- Go __... — , fii?, .'', _...------------------ 2- 4 1 , _ 1 II s.1 ' , * ----ti- , - --- I 4 I r , ■.. -I I /' '-`• ...,,, I ----4- cn --,_ ,- - - --, , - .,_ - i L2 „11■• c) 1 _- - WI -.4 1.- <> <> __- - -- - <> lir lit 11-0029-01 --__. 1-- •1 t k ...71......„4 1 ittil i _ willi, ---3, I i 1 PM ROBERT FAGLIANO • ! A It I Om,IL 1111111 , W --- ---- "NZ . DRAWN: PP - '60 LT- /\ CLI-' -- --„ I ^..... o '' '-',, ■-••' -•.... I ....r., ' i/ s■•• 311 4:L........•••••-wrm......0 '''''' HI'''''"""m' '" "."" ...■"' ,'' ■•.' '"''.. ' .. -■ , . / \ / --. '.■,-, .. ... /MI , r ----A t---- , 1 i a.8 :,,..', ,,, 1., _ , I Fir- — +--:----- - ,- -.. i _ ...,--.. t, _ -r- .... , cp_ , , • • 1 , i 1 (,,, , , ff.! \ / ' 1110 i i i , -- --- )- 0),,,, > \ / ___ -- --- --_. -.... i 1 1 1 1 INTERIOR cc,:.,„ , , , — , , , 1 i 1 ! ,. - -- -- - - , _ _ i / ._ ■ , 3 ' , ELEVATIONS . _ I6 1 5 -' 5 KiT--- ;,, KE ' LAN BABY WORLD ALE FASCA (-1-,-1) ALE FASCA SCALE: NTS 1 0 A2 . 3.- 1 ca E ,-' L:j 7). 'I: 9 SCALE. 1/8"=1'-0" SCALE: 1/8"=1"-0" SCALE: 1/8"=1"-0" ii. 6'.,, 2:.,,,', ' ,,,.,;„,- ',:','',,,', ,,i„,,y‘, .,‘;',.,'Y..,,, ,',';,, , - INTERIOR ELEVATION NOTES: , i . , • , A FOR INTERIOR ELEVATION LOCATIONS, SEE FLOOR PLANS AND FINISH y.,,„' CI,V1D L.1 E D.-1 D 10 SCHEDULE , B FOR CEILING TYPES AND HEIGHTS - SEE REFLECTED CEILING PLANS . C VERIFY ALL FINISHES WITH DECOR PACKAGE RADIUS FASCIA - D NO PAINT ON EXPOSED STUDS, WHERE STUDS ARE TO BE COVERED W/ ''''''''''' ''''' '--' ''' '' ' f 1/ OBLIQUE OBLIQUE OWNERS FIXTURES '.,-0,,''''''':' ,, ,,, ,,, ,',,''''4 ,4'. STORE #00375 AL TA' ■VALI V 1,7,Tii r 1 i I, 1'- VA TA 1 I FA■VA1 IN I I 1 I I I I 1 I I M I III I HI I IM I I 1 M VATAT / / --A T [ E EXTEND PAINT, RUBBER BASE,AND WAINSCOT 5" BEYOND EDGE OF TIGARD , , , , , , .., .. : , ii;,1 „ 1 ,, Im ! ; , : ! i I i 1 ! H I ; i I 1 i Id`11!,; I I I I i FIXTURES AND 2'-0"AT EITHER SIDE OF ALL DOORWAYS AND ALL W1 I W1 j :iiii; I:H11 , i ! i 1 ; i I I: wi , I 1 i i i i i i I 1 ! I i 1:,• !!1.,: IR:piilli : ! i i : ! 1 ,- , : , I : i ; , ill ; w , . ,:i - miiiiH 1 i 1 1 . ! : ! li i II ! !iiE:Iii; t:,, - , , i ; , , , , i ; : : , i ; ; , ; t T,I,: . EXPOSED WALLS EXCEPT APPAREL AND ENTRY VESTIBULES. i...; Li ta..1..2_2. i_i_i ! : , ; , I 1 1 i : L.J_L_L_Lu_i......12.24.3,..th. . , i, N, ...---- --... W1 COORDINATE WITH FIXTURES. . 11565 SW PACIFIC HWY ,;; ----. 4 --I/ ,-- -, ._ _- --- --- ----... ...-- _ _ F FOR TYPICAL CONTROL JOINTS AND EXPANSION JOINTS AT WALLS TIGARD, OR 97223 ,,,,,,, . -,.. ....-- 4 , -, _ - ---. TYP .---. ---... --.. _- ---- ABOVE DOORS, OPENINGS AND FASCIAS SEE TYP -..... ---.... -- ---- W1 9 --. ..-------- -..... _- ,,,,• ---... ...--- <> - -- ---- ------ 4 -/ <> A1.4-1 --_ _- -_ CO ))PENC --- ---.... --... -- ---- - —4 __if _- _ -_ __ -_ _- - ...---- - _- - - -._ G WRAP ALL FINISHES AROUND FURRED WALL ENDS AND FASCIAS ,-- --.. _- - --_ '-ogar-__. --, -- -- -_ -__ ---- --, -_ v -.. __ -- ___ ____ wi WI H FOR ADDITIONAL FINISH INFORMATION SEE ENLARGED PLANS, FRED MEYER STORES 1 ;'',:,, ...--- ,.... _- -- - _ __. _- _...- -- FINISHES, SCHEDULE AND SPECIFICATION INC. ...... - - J WALL SHEATHING TO CONTINUE TO HEIGHT AND EXTENT AS INDICATED BY PLANS, DETAILS, INTERIOR PARTITION LEGEND AND INTERIOR 3800 SE 22ND AVENUE ELEVATIONS PORTLAND, OREGON, 97202 . . ALE FASICA . ) SUSHI FASICA K PAINT ALL COLUMNS TO MATCH CEILING PAINT, EXCEPT AS NOTED ON 503 232 8844 . . 503 797 3509 FAX COLUMN SCHEDULE. ara. SCALE: 1/8"=1'-0" SCALE: 1/8"=11-0" L PAINT ETHERNET BOXES, CONDUITS, DIFFUSERS, ELECTRICAL PANELS AND GRILLS TO MATCH ADJACENT SURFACE COLOR 44 , ,,, 4, M FIXTURE WALLS TO HAVE WALL STRIPPING AS SHOWN. VERIFY ',',;' ,, ::,,,‘.,,,,:-:,, ,,,, ,, ,, ,,,, ,2. ,.,., „,,;,,,,'„,, . , L 1 el • 4111 . F.1 F , 10 FIXTURE LOCATION. EXPOSED STUDS AND STRIPPING ARE PERMITTED , , ' ,,{ .1 , , , ,- ■ , ,l ,1,,., , ,,, , ,, , „, ,, ,43111 ' BEHIND FIXTURES ONLY. ALL WALL FINISHES EXTEND 6" BEHIND FIXTURES. WOOD STRIPPING IS TO BE INSTALLED IN THE SAME PLANE. ;,';:;k'A',1, ''' ::;'. 4,, ',:'"A,, N PROVIDE STRIPPING AS REQUIRED. EXTENT OF STRIPPING TO BE 1 •,',-z;‘: COORDINATED WITH FIXTURE PLAN AND KROGER. STRIPPING TO BE HELD BACK 6" FROM EDGES OF FIXTURES AND 2'-0" FROM 601 SW SECOND AVE I SUITE 1200 I . rAv — t _ . .. PORTLAND, OR I 97204 i • ■ I I I I DOORS/OPENINGS, UON. VERIFY STRIPPING REQUIREMENTS FOR EACH W1 W1 FIXTURE. t 503.223.8030 I f 503.223.8381 \ \. P PROVIDE WAINSCOTTING AT WALLS ON SALES FLOOR THAT ARE NOT WO W1 WO COVERED BY FIXTURES OR EQUIPMENT PER 12it , 4 N-- 4 __.>„ A2.3-4 1 MulvannyG2.corn ,r1 ILI k> <> <> CC D "1:;) I- X I-- ft, X i R AT BREAK LINES, WALL FINISHES CONTINUE AS PER ADJACENT, U.O.N. LT- \IA :e..;_.,0 11 EC) NORTHWEST ..., ........ _.... _ 1 -- 4.. . >,... ,_ S PROVIDE BACKING FOR S1GNAGE AND GRAPHICS ELEMENTS AS ;11? "E Lu z:0 - LLI REQUIRED. COORDINATE W/SIGNAGE AND GRAPHICS VENDOR, TYP ' DECOR „..._____,......„ , .., _ . (REMODEL) 6 i 6 --// 6 1 , •.' T WHERE GYP. EXTENDS TO UNDERSIDE OF ROOF PROVIDE ' RECTANGULAR OPENING AROUND STRUCTURE WITH CORNER BEAD, TYP. U FOR EXTENT OF SERVICE AREA WALL TILE SEE ENLARGED PLAN AND TAzLE/ BEDD 4 NG/ BATH/ DECOR/ SCHOOL/ BOOKS/ SEASONAL HOUSEWARES FINISH SCHEDULE. FOR SERVICE AREA WALL TILE PATTERN SEE , Ai 1,. 3 SCALE: 1/8"=1'-0" SCALE: 1/8"=11-0" , Illir „ . V CONTROL JOINTS IN EXISTING GYPSUM SOFFITS ARE SHOWN FOR REFERENCE ONLY, VERIFY LOCATIONS. WHERE EXISTING CONTROL F 1 J JOINTS OCCUR AND SHEATHING IS INDICATED TO BE EXTENDED, .__ ) M 1 . 1 411 411) CONTINUE CONTROL JOINT THROUGH NEW GYPSUM. # KEY NOTES . . . . , . . OBLIQUE 1 RUBBER BASE WB-801 1 7 !,,--,, OBLIQUE OBLIQUE • 12 / OBLIQUE 7It A 12 -\\ , r / / ivi , 2 EXTENT OF JEWELRY FINISHES SEE 1/A4.2-1 FOR JEWELRY , , rAi x 1 . ELEVATIONS 3 EXISTING GLAZING TO REMAIN Vr' W1 W1 W1 I W1 1 W1 , rwi I , , mils wi 4 PAINT UNDERSIDE AND BACKSIDE OF FASCIA TO 2”ABOVE CEILING W-1 W1 W1 WO I WO I WO ' WO I 5 TYPICAL WAINSCOTING FIELD VERIFY, EXTEND 1'-0" PAST EDGE OF .4, W1 BRIAN R.„?t,,,„4,,,„,i,,,,•,-q7,1ala,_1,,, ,p7, FIXTURE-SEE Alla <> = _- _- 1111111111111111•1 PAIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIM11111111.11111111111111111111 1111111111111111111111111110111111111111111111111 -__ A2.3-4 <> --...,..„ ..-- •.•••..1 .111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111N111111111111111111111111111.111111111111111111 -..... _A IA- ----. 111:011 \ 4 LIME110111:1011101111011:11011 7? u.. / tanlITAIMMIME ,,,,,..- ......•1 •........a...................... _ :.-_- IIIIIIIIIIIIIIIM1111•1111111111111111111 ----- 4 -/ ..,.- 1...a......muum.•.•••••••2 f±? u,_ __, 1111111111111111111111111111111111111111111111111111111111111111111111111 - - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIII LO > , II - - ---- --- ,....„, „,.... ---- to 5 \ --,.. •111111111,111111 \ / :::nra , , 1::00: - > / 1::::::::::neas --.... --, -.... , --- ii , . .„. -... ...-- --... ...- ,. .....- -__.. . 113E.N B11111 0 .6 HESE ---°PEN --- HIES: tiEN INESIBBEHE -, _____- 6 WOOD STRIPPING ON EXPOSED STUDS SEE 13 -ORM_ _ ranni /\ Inian::::::::::::::::::=1:::: / \ frarniCrarnia )PEN' 11111111111111111111111 IIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIMII•KMIM•MHMI ----.. ------. 11111:1111111111111111111111111111=111=1111111111121111111111 / \ •IAlinallinillantliliallarairlinlii=11111 \ 11111111211111112111111111110 11111111111111111111111111111111111011111111MINIIIIIIIIIIIIIM 1111111111111111111111111111111111111111111111111MIIIMINNIIIN A2.3-4 -_ 11111111111111111111111111111111110111111NINI11111111111111111111111111M11111111111111111111111111111111 11111111•111111111111111111111111111111111111111111111111111N11111111111111111111111111110111 11111111111111111111111111111111111111111111 .--- ----.. IIIIIIIIIIIIIIIIIIIIIIIIIIIMIII•MMINI•SIIIIIIIMIIMI \ 1111111111111.11111111111111111111S1111111111 ---- ----.. IIIIIIIMIIIIMNIIIIIIIIIIIIIHIIIIMIIMIMIIMIIMIIIINIIMI LIERIA111111111111111111111111111=11010111111111111181111111 / \ 1111110111111111111111111111111111111111711111111101111= / ,111111111111111111111111111111111111111111111111 --- ---, 11111111111111111111111111111111111111111•MOIM11111111111 ': --.....„ ....--- IIIIIIIIINIIHIIIIIIIIIIIIIIIIIIIIMIIIESIIIINMIIIIIIIIIMIEMMIIIIIINIMIIIIIIIIIMI / MENNIII•111111111111111111111111111111111111111111111111111111111111111111111111111111111111•11/ ‘ 1111111111111112111111111MMI1111111111111111111 .- 1111111111111111111111111111111111/1111111111111111111111N11111111111111=11 \ --... ...-- ..›. \ 7 FINISHES TO EXTEND INTO ALL WALLS AT ALCOVE 5 TILE PATTERN SEE AN TYP FOR TILE PATTERN SEE Ark TYP 8 EXISTING WOOD STRIPPING,VERIFY EXTENTS AND CONFIGURATION. i' VillY %NV PATCH AND REPAIR WALL SHEATHING AND FINISH. MODIFY AS REQUIRED FOR NEW WORK ,,•,,,, SUSHI/ DELI PREP/ BAKERY PREP 9 EXISTING RD PAINT TO MATCH ADJACENT WALL 5 SCALE: 1/8"=1'-0" 10 WAINSCOT BY OTHERS; OFCI; ALIGN WITH COFFEE VENDOR KIOSK 11 DECORATIVE WALL CAP, SEE Alla PERMIT SET A3.2-1 I I .30. I 1 ,.,,. 2 0 0 °LA 0 N ICC-1.'-' 0 2 ,,„, 12 8" DEEP BUILD-OUT COORDINATE WITH S&G PACKAGE FOR, ' ■ ,,, DIMENSIONS AND LOCATION, SEE A1.4-1 13 WRAP EXISTING HSS COLUMNS AND BEAMS INSIDE AND OUTSIDE OF ENTRY IN ALUMINUM BREAK METAL TO MATCH STOREFRONT 4 I I I I I 1. • , ' ' -""141■11FAIIF Alla TAP" i '4111,1/ VAIYMAILTIVA,11FAYIP" ' -'41\V MO 1 I I I I I . '' 14 DECORATIVE PANEL AND WALL CAP ON PARTIAL WALL SEE A3.2-1 ::''''!, • 15 NEW DRAG STRUT PAINT PT-801 COORDINATE WITH STRUCTURAL , , WO WO WO WO 16 EXTEND STUDS T :.0 STRUCTURE AS REQUIRED TO EXTEND GWB TO W1 B.0 DECK SEE 23 ':-, , 9 9 :'",,' :,,- 10,-,--.-- i , ,OP A3.2-1 4 ,,, ,i1";:,:,, i,, , •_ . ,; , , , '',,l'',; 1 • "----27-7-7(\-77\\ CC ,, *,721 • \ 0 \ 17 COFFEE VENDOR KIOSK COORDINATE WITH COFFEE VENDOR , ,.t I :. „,,,,,4,', t4:, ‘,/ / \ \, IX re>.(... ! II \ \, l'...tt ' ,: /- \ r -r T- -1 .d.,„,..;;`,•,,;* '',ki ;'.' ER i, 1 'i',,•'', , t / \ \ ,e, ,....u_- , ' ,,._ u_--x> i, „,4, hl .6 MINIM MEM ./ 1 1 1 1 ‘1" ..*:-..,.. 74.' „'91 l'ej Es> \ ZO ,. , .. . • 1, 1`'' • .- ,i'' \ \— —/—7 \ i IIIII III / I I I II _.......1......_,.........„......................„,_i_____ . 1.... \ \/ / _ \ • , / 1 1 / , _1 L.,, r------t-i-----1-------------1----- > 6 1 6 -7l 6 1 6 -I 16 I 1 i . sr Arm .1. 2— ! a+•_ 1 1- 1 i &-ttatvolf__, imismi.....;i 1 0 .„,„,,• -,... ,,,,_1 -,..# 16......... ._,_.......__..... _ __ 4,.., _ - - - „ ©MulvannyG2 Architecture: ; 7 I i , I 1 1111111U1 • ' , i I I II , i';.., 7 .1i ' 1 - . 1J All rights reserved.No part of this document may be i , . '• ,,,- reproduced in any form or by any means without PCI— ---+ —1 Ilr II i I i ' 4P/ .----. ' -- ' 1 ii i I GARDEN GARDEN GARDEN x ID. 1 _I .-, . I i , . , ,, permission in writing from MulvannyG2 Architecture. :■,;,',, i t 1 .;J 0 It --A-1-- — —.---tt— • A DATE DESCRIPTION 6 8 x .1 .f, I r I i ill li 1 1 j--. — L1 1 , 1 i I (1 it SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" 3 11), : , .. 1 1 , - - - - ' 7 .......,_...f_x _ ....2, ._,....-77..,--r.......Lit il , II_ 4 ? - -4--- 4--- ' , i - - —±"— - -pAl - r--i - I I ; IT I i 0 .1 0 , . 4 ! i 11 110I L I L : i 1 1 1 0 1 1 III ' K.) ' l_j_ 1 ij , i x 1 ! I I 121- III I 1 1 1 “ * +,..._, „..m,_ ---“-- '' -' . f: - -----I - 0-y-' ' r-L----1 - I, 11 4,1_- ,:. ' i 4-- 1 r ,,,f - 3-- 1 1 1 4-1---- () -1-1- : ... it , , , A T I il 1 1 1111 i i { 1 1 A k , t 1 ■ 4 1 1 1 i 1 ' I I 1 't E 1 IL , ii _ _ , ij _ ___i .„..,, - -4 . .,„,. ---- - --4-21 — 1-----1 I - VA i i ' c., ,,, , --,...---- ,• -....--.,., . 'i !,':' 7v. Illr) -' ' "'kVA!" TAT V/P" " '1\r AillIAT ATAIlk TAP' ! ___ iiiiiniv __1„....._____,____}.._ ____ ________I.,....4..,... ir.--'7": --FL———___4___. ______Th ----- Eiimull I , • il ,,„, 1 1 i *I 1 ) 1 i i i !, ..1 I ,., ... ril • * ' * w".*''''''''^'''''"'""."'"' * ''''''** ' • ''- '' '' * 1:::) ',. • 9 ,,4,, . 11 , 1 L lei I i ; i I _,, : ( .4_4_11 1 • - ,. - ...........1_, _ ...„ .v........_4L 1 1, z_—: ',,,,,',‘ , II TN i I ---It .. - , , , -A. .. --_.--1 I-- ----i A,-, L. i f i , [ i i: P, WO WO 111111101 1 1 MI ' ' •• ! i =‘ i 1 Ilt . 11, i i ! I i( 11-0029-01 1 , co :'''' , . . MIMI 1 I i 9 dit i 1 /: i I it 1 . a 1, w , ' ill /frig . I I 11! I ' 1 i , illok -.•'-4 I i 1 ' PM: ROBERT FAGLIANO 1.--- ;-,. . iiiii , 11 DRAWN: PP , INN.,_I_,_,, A___,41,_,.....,___+,_ ! . ........._J,_‘,..... . .)__1r_ .. •• ,... ! - ---1,--- --' --ft- • CT i I i 5 > I 1 1 iL II 11 0 \ ..,________ ___ 1 i _ 4_,_ f 1. .. —1 ---,—.• II — - . t — — f, 11— I-4— . 1 —... t i - i 't 1 I \ I— , 1 Ii, t I I i .1 t I 1• >< I 1 1 1 i 1 i 1 INTERIOR , i - , co:,.,,,, ,/,,,,,,,,,,, i , i i ! i i i , s 4 i 4 z? .1:7---_u_ry. • 0,._.- ,,,,,,,, / III klill IIII , E E ',,,,,', , / 4:, ELEVATIONS 1 , 4 . '- " / , w - (c1..9. > 6 I 6 --// KEY - LAN ....... .....„--- ,„,,,- , GARDEN 6 ct>,- :,:: SCALE: NTS 0 E ,,,,:, 9 A2 32 ..,:, „,,. „.., „,:,, SCALE: 1/8":.----V-0” 0,,,,...- ...., .• , 42,?,,,,,-4,,,,1,,,,,J, 1 , , ,..., INTERIOR ELEVATION NOTES: ' ' • - '',,; !,-;!!',--' -,,,,,,,,,' ;:- ;,,,,', !!,',-..,,,- ,-,„,- ,,,,,,-,--! --, ,,,,,,_.- -,. ,,,,,, :;', ",!,.., • . A SFOCRHEINDTUELREIOR ELEVATION LOCATIONS, SEE FLOOR PLANS AND FINISH D.1 D 4 6 (9_ i---- D.1 B FOR CEILING TYPES AND HEIGHTS - SEE REFLECTED CEILING PLANS '--_,„,' „,',,r- C VERIFY ALL FINISHES WITH DECOR PACKAGE 1 ,.,,,, D NO PAINT ON EXPOSED STUDS, WHERE STUDS ARE TO BE COVERED W/ - ... ' , OWNERS FIXTURES - STORE #00375 I- . ' 1 1 WI 1 1 1 1 I :---- -1 - E EXTEND PAINT, RUBBER BASE,AND WAINSCOT 5” BEYOND EDGE OF 1; ! I 1 I ir '',- I 1 l' Li f I WI I , EQ 6'-0" EQ FIXTURES AND 2'-O"AT EITHER SIDE OF ALL DOORWAYS AND ALL TIGARD yr---, / ,,,e EXPOSED WALLS EXCEPT APPAREL AND ENTRY VESTIBULES. ' ! : , „,, W1 , COORDINATE WITH FIXTURES '' . WO W1 W1 F FOR TYPICAL CONTROL JOINTS AND EXPANSION JOINTS AT WALLS 11565 SW PACIFIC HWY 1 ;':;,',„ W1 <> ABOVE DOORS, OPENINGS AND FASCIAS SEE TIGARD, OR 97223 - w \cc • / ± + \..,,,, a: - --IF- ', _ I . „ , --- X — 019.4-1 _ _ -z:.) .§‘ ' < G WRAP ALL FINISHES AROUND FURRED WALL ENDS AND FASCIAS _ _ _ _ _ _ cc , I 6 I ,kL7-1 E , \ 1111 ,,..t > '> s--) H FOR ADDITIONAL FINISH INFORMATION SEE ENLARGED PLANS, FRED MEYER STORES 5 6 I \ 5 6 PROVIDE 120V CIRCUIT FOR FINISHES, SCHEDULE AND SPECIFICATION INC. — ILLUMINATED SIGNAGE RECEPTACLE TO BE RECESSED IN WALL, J WALL SHEATHING TO CONTINUE TO HEIGHT AND EXTENT AS INDICATED PEM PEM --...-. PEM COORDINATE WITH ELECTRICAL PLANS BY PLANS, DETAILS, INTERIOR PARTITION LEGEND AND INTERIOR 3800 SE 22ND AVENUE ELEVATIONS PORTLAND, OREGON, 97202 ' 0 SCALE: 118"-1'-O" SCALE: 1/8"=V-0" } SCALE: 1/8"=1'-0" K PAINT ALL COLUMNS TO MATCH CEILING PAINT, EXCEPT AS NOTED ON 503.232.8844 COLUMN SCHEDULE. 503.797.3509 FAX , . L PAINT ETHERNET BOXES, CONDUITS, DIFFUSERS, ELECTRICAL PANELS AND GRILLS TO MATCH ADJACENT SURFACE COLOR 0 • 0 • . .. .-...:,...-,,,„,,,,,,-",,,,,,,,i,,,...:•.,,i,,,,,,,,,::::,-,,,,,,,,.....,,,,:,,,;,,,,,/,-:,,,,,,,,,,:,:,,,,,,,-:,,,,,,,,,, ,i,,,,,',,,,,,,,,,„:,.,- ,,,,' ,,..,,,,t,,,,,-„,, , ,, ,,,1,,,,„ ,,„,,,,,„ ,,,, ,..,„.,, ,,,.'" M FIXTURE WALLS F e D.1 C2.-.2) BEHIND FIXTURES ONLY. ALL WALL FINISHES EXTEND 6" BEHIND ' ,, ,,._.' '' :'', '' ''' ' c'''','•'''.."':- ' ''''' '''', ,,- '''' ' • FIXTURES. WOOD STRIPPING IS TO BE INSTALLED IN THE SAME PLANE. !, I,!1!i''':i';',;: ;;'-- !, ;1i-- ' ,i'-',',,,, ,,,,',,:`,,','",'-',,,',-,', ''-,['',,''," •-•,,‘ ' ''',''';;.' , ,', '.'','''',■'' I N PROVIDE STRIPPING AS REQUIRED. EXTENT OF STRIPPING TO BE -,,, - • COORDINATED WITH FIXTURE PLAN AND KROGER. STRIPPING TO BE 1 co HELD BACK 6" FROM EDGES OF FIXTURES AND 2'-0" FROM 601 SW SECOND AVE I SUITE 1200 DOORS/OPENINGS, UON. VERIFY STRIPPING REQUIREMENTS FOR EACH PORTLAND,OR I 97204 , ' . .,„ I a) FIXTURE. 16 -------4.- W1 --**------- 16 ------' '2. 16 W1 16 -------------------"-- I.. WI „...,,,,___________—____________ 16 4.......... ........ .............................. ..■•••••■• 16 W1 • t 503.223.8030 I f 503.223.8381 , P PROVIDE WAINSCOTTING AT WALLS ON SALES FLOOR THAT ARE NOT COVERED BY FIXTURES OR EQUIPMENT PER <> LL1 D , W 12A ,.. cc }--- ,) d[ r D CO D - F----, I- -.-- -__,-- I-- ----> X U-I X — - _ -, - - A2.3-4 MulvannyG2.com /\ E.., ri--- ZD 1-7- -.< z7, )17<_ <r. /\ <> cC 1 1:6:IE ><L-:I-.. . u-I-1-1- -: - i -. 1 -.... 9 NI NI NI -§ N -§ R AT BREAK LINES, WALL FINISHES CONTINUE AS PER ADJACENT, U.O.N. cc cc cc < > w / w w LLJ LIJ NORTHWEST S PROVIDE BACKING FOR SIGNAGE AND GRAPHICS ELEMENTS AS .-, \/ - . i REQUIRED. COORDINATE W/SIGNAGE AND GRAPHICS VENDOR, TYP DECOR \\—\:// TY. 5 / 6 I 1 6 .1 6 I i 1 6 1 ,., T WHERE GYP. EXTENDS TO UNDERSIDE OF ROOF PROVIDE .., RECTANGULAR OPENING AROUND STRUCTURE WITH CORNER BEAD, (REMODEL) ,:r„, TYP. ALE 5 ALE ALE SHOES U FOR EXTENT OF SERVICE AREA WALL TILE SEE ENLARGED PLAN AND ,,-;_,!: SCALE: 1/8"=V-0" SCALE: 1/8"=1'-0" g SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" FINISH SCHEDULE. FOR SERVICE AREA WALL TILE PATTERN SEE ,f, AI;,' • 1 ,,,„,.; V CONTROL JOINTS IN EXISTING GYPSUM SOFFITS ARE SHOWN FOR ,:;; D N.1 20 REFERENCE ONLY, VERIFY LOCATIONS. WHERE EXISTING CONTROL JOINTS OCCUR AND SHEATHING IS INDICATED TO BE EXTENDED, ,, CONTINUE CONTROL JOINT THROUGH NEW GYPSUM. , # KEY NOTES s -,- ! ; - --- .' ' ; - • ! - ' • ! s ! ' -,, I _,- 1 RUBBER BASE WB-801 r , { { , 2 EXTENT OF JEWELRY FINISHES SEE 1/A4.2-1 FOR JEWELRY ELEVATIONS W1 W1 , W1 — , -1*------------------ 16 ----------------"- W di ......................""."........■............1.100.*..■•■■•• 16 ._.............._______________, 3 EXISTING GLAZING TO REMAIN W1 \ , \ WO 4 PAINT UNDERSIDE AND BACKSIDE OF FASCIA TO 2"ABOVE CEILING , WO 0 1 WO - 5 TYPICAL WAINSCOTING FIELD VERIFY, EXTEND 1'-0" PAST EDGE OF , <> = ; *Eli OC , n . : - r ■......,■. ......, ct „ \IT >/7 , rX , N 9 u- RIB >,?, _-:,,,, ...,_ II , ic, , ..„.... ,.„ L,,_ FIXTURE- SEE Allih ' "eNt > .6 ri_X ■J -'- -.--Li '', N ;. u_X NI -5 _ A2.3-4 00 , co -,. , II N= ......—...----........ _, - co 8 >- / El 111111111111 I-- _ LL. >- i Xf / , ......u_>" u_ I ' oc — — - - - ' LU ' NIMMINNWANNI' Ul - -- ^ Ill 6 WOOD STRIPPING ON EXPOSED STUDS SEE Allh . , ' \- IIIIIIII w 6 .-/ A2.3-4 _If _ ' - - - 6 I 6 5 6 I/ ® 0 • 6 co e 7 FINISHES TO EXTEND INTO ALL WALLS AT ALCOVE 0.!!' ', SHC)E 8 EXISTING WOOD STRIPPING, VERIFY EXTENTS AND CONFIGURATION. SHOES , PATCH AND REPAIR WALL SHEATHING AND FINISH. MODIFY AS SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" REQUIRED FOR NEW WORK -,,..., 9 EXISTING RD PAINT TO MATCH ADJACENT WALL 1 fr. 10 WAINSCOT BY OTHERS; OFCI, P,LIGN WITH COFFEE VENDOR KIOSK 11 DECORATIVE WALL CAP, SEE Ali PERMIT SET A3.2-1 ',- • J • F.1 J • 11 .30. 11 • 12 8" DEEP BUILD-OUT, COORDINATE WITH S&G PACKAGE FOR ii '. DIMENSIONS AND LOCATION, SEE 1 !, . 13 WRAP EXISTING HISS COLUMNS AND BEAMS INSIDE AND OUTSIDE OF ,•,, ,,,,,,,,,•,,,, 7,, : 8:0 1 , ,,,'1 //- W.1 I / W.1 I ENTRY IN ALUMINUM BREAK METAL TO MATCH STOREFRONT 1 ! . 9 - 14 DECORATIVE PANEL AND WALL CAP ON PARTIAL WALL SEE A3.2-1 „, ' I \ , \ \ I \ Nc / \ / .\ I \ 15 NEW DRAG STRUT PAINT PT-801 COORDINATE WITH STRUCTURAL BRIAN \ / \ / \ / \ / -,; \ / \ / , \ / \ / 16 EXTEND STUDS T .0 STRUCTURE AS REQUIRED TO EXTEND GWB TO ,,,,,,,,,,!,i,'-' 7,:iii:.,; 1114 \ / WO WO \ / B.0 DECK SEE 23 , ,„., \ / \ / ;,,,,,, , ;,.. <-'- )/(N - ,.., \ / t<> < \ / * 4; r_r orqrE? ---> oNN o0'61(----> E? .... A3.2-1 / /1 to - .. - ALI > / \ / \ W .. I \ . I I \\ I ,' I \ ' 7\1?.... \ / \ // \\ I, ,,,.., • A ''' ■'; ' I \ , ■ .''4,,,,,, ,,, • ' ,1 , ''''':', l'''' ,,,,: ''''''' 1g;*;';" ER is 3,...--$ -''' -' - , ,,.., I 1 _ /Z..:,7 : \\ 17 COFFEE VENDOR KIOSK COORDINATE WITH COFFEE VENDOR 7 >-, \ / \ I \ - .. .,.,„,0 ... _ \ , , _ , 0 i-:-.?‘-2.-.--'. ' :--..',a' k.e- \ it 6 I w i r 1 \ , , „ > 1, k) 1 , , i , ,,, ..... PORTLAND, 011,.. 1 ' 33 i i 1 1111Firmil /) •40,,* ,_;_i f_____ _ _____ ill.Arum 1 .•74.. ,„;-.:. s ....gmis, CANDY HA: A _______rti ........, _r_TriE _ _ . , , _,4' tlainmilmonll --'..1 , k plufb$ i ©MulvannyG2 Architecture: i .rA Da FEAREIMIlr , All rights reserved.No part of this document may be ' '7",...1 „F (r1/4'(4, 7‘ I0 1 I 1 1 Br 4, , reproduced in any form or by any means without SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" I I II *4 1 ' c', : I mu , permission in writing from MulvannyG2 Architecture. I . .' ----- -1 i ' n6' 9i' ' u A DATE DESCRIPTION _........................_ _...., ........ ...) _ _ ..._______ .......... _ _ ' _ .... ______ _ _ „......÷........„_ _ ‘,.....„..,....._ _ ....._____I ,4„.. _ __,...._ ._______ , . i r t , -,...: , , ,i: , ; „ „. MI ,, I 1 ,1 1 1 , ;,,''' • __ < - ..4_.1 3.________ ,..: -- [....3...... r"Th (I 41 ..._...._.....t."--1j)pop ----Nci, _ I k....-I • Ci) 4() * 1.1-1 : E , , : I : iii 0),.,:,r' 1 ( I , ' ______;, . ` _ _ ----1—, -' ,, ii .muip,I t-- (NI '..,` 1111111111111111t ' L-1.-”- _*_._ ea r winiont --4 1 7=',; ,': • Pi, , 1 ) 1 I I . • ---.......-.*....* --- -4. .., * ------- * ***--- * -----* * . . ..-- *... ---**. * ---- it. It , 1 — '-------- 4, ---- 1 III : _ _ _ _ , ---, II i .!IIIIIine -1"-- IL_ _ _ _. ,........... , .........,;...._... , . .._ _ ._ 1...... _ ........_ , . ........._....._ --- — -,,.......mm...---r.olk ... , 4 i NI ' ' ' 1111117 '‘P 411' '---- 1 1 t - 'I i /.'" c 0' AO 0 AI . ILI (-) 11-0029-01 - •, Ralik *.0 i .... i ce) ,,",' PM: ROBERT FAGLIANO -c) • illialli , ,, ' i B 1 Millt _ r-- ,.: Eli IMO . ,....,__ ...„„.„_,t,_ -,-Klin 1 .........---H- ,?.....,....1_ ..t........L...; DRAWN: PP , co ', , _ 0 ,- ..---.-0 a ...- ', i 1 1 i I I ! 1 i 1 I INTERIOR KEY Pi AN ELEVATIONS SCALE: NTS 1 - :5, A2 3-3 i 0 CD ,,' E V, ',:;..) , ,, .,, ti INTERIOR ELEVATION NOTES: 0 A FOR INTERIOR ELEVATION LOCATIONS, SEE FLOOR PLANS AND FINISH SCHEDULE B FOR CEILING TYPES AND HEIGHTS - SEE REFLECTED CEILING PLANS C VERIFY ALL FINISHES WITH DECOR PACKAGE ; :' +'. , er 14 W1 14 D NO,PAINT ON EXPOSED STUDS, WHERE STUDS ARE TO BE COVERED W/ OWNERS FIXTURES J. , �j W1 "� `� A6.1-1 „ STORE #00375 E EXTEND PAINT, RUBBER BASE, AND WAINSCOT 5 BEYOND EDGE OF T I GAR i "' 1 W1 1`,, / w1 I w1 �`,\ W1 31.9„ W1 FIXTURES AND 2'-0"AT EITHER SIDE OF ALL DOORWAYS AND ALL L .....I t EXPOSED WALLS EXCEPT APPAREL AND ENTRY VESTIBULES. • •//-' /'- T oPEly �, bPEN' a COORDINATE WITH FIXTURES.• ' 0P)N �;� 04N `,6 11565 SW PACIFIC HWY � s OPEN F FOR TYPICAL CONTROL JOINTS AND EXPANSION JOINTS AT WALLS _ _ '` �,�� C " ,'� - `� •iIR TIGARD, OR 97223 `— OPEN �^ <> — ®— �'\ N ABOVE DOORS, OPENINGS AND FASCIAS SEE"7" 1111111 I Iii,// \ ooa �� 0 coo of "1)()'\ o (EN, oo � o A1.4-1 `t r ,.- G WRAP ALL FINISHES AROUND FURRED WALL ENDS AND FASCIAS ' CL-80' C'L 80~ CL-8O? 'CL-804'410 5 © w1 w1 w1 w1 FRED MEYER STORES A6.1-1 H FOR ADDITIONAL FINISH INFORMATION SEE ENLARGED PLANS, '- FINISHES, SCHEDULE AND SPECIFICATION INC. t> ROOMS ® PR ., J WALL SHEATHING TO CONTINUE TO HEIGHT AND EXTENT AS INDICATED SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" BY PLANS, DETAILS, INTERIOR PARTITION LEGEND AND INTERIOR 3800 SE 22ND AVENUE ELEVATIONS PORTLAND, OREGON, 97202 ,,} K PAINT ALL COLUMNS TO MATCH CEILING PAINT, EXCEPT AS NOTED ON 503.232.8844 'r j 5 COLUMN SCHEDULE. 503.797.3509 FAX r` L PAINT ETHERNET BOXES, CONDUITS, DIFFUSERS, ELECTRICAL PANELS AND GRILLS TO MATCH ADJACENT SURFACE COLOR M FIXTURE WALLS TO HAVE WALL STRIPPING AS SHOWN. VERIFY } 4 1 x'111 '>;y + j t Tfi} r 1'r j�+a� , �tY� 1 ➢} � 7 YIi .; �� FIXTURE LOCATION. EXPOSED STUDS AND STRIPPING ARE PERMITTED ;; ,,'L, 1j: r�, ,' ',,, ,x, ,R ' , ;, I,,1� ,y1 ;= k w „ f BEHIND FIXTURES ONLY. ALL WALL FINISHES EXTEND 6" BEHIND ' °n� I} ' ' FIXTURES. WOOD STRIPPING IS TO BE INSTALLED IN THE SAME PLANE. f, ,',, , L j= , S - _ 4 11 !v1 +Y C ,,:‘,4•- ,r••-:':;••,,,,1 11I t 1,},':',,,••'.,‘, f T , h S1 . N PROVIDE STRIPPING AS REQUIRED. EXTENT OF STRIPPING TO BE I I I COORDINATED WITH FIXTURE PLAN AND KROGER. STRIPPING TO BE ` HELD BACK 6" FROM EDGES OF FIXTURES AND 2'-0" FROM .01 SW SECOND AVE I SUITE 1200 DOORS/OPENINGS, UON. VERIFY STRIPPING REQUIREMENTS FOR EACH PORTLAND,OR 1 97204 ' - , W1 I W1 ( W1 1-\\ FIXTURE. t 503.223.8030 I f 503.223.8381 W1 , • 1 P PROVIDE WAINSCOTTING AT WALLS ON SALES FLOOR THAT ARE NOT a 'y x �� " COVERED BY FIXTURES OR EQUIPMENT PER I �1'��_ W1 WO WO W1 PEN (A2.35) MulvannyG2com W1 WO WO . o _ C E <> `off — - -{ yl - -i 7 R AT BREAK LINES, WALL FINISHES CONTINUE AS PER ADJACENT, U.O.N. � I i i I r I I . I I I —/' 1 Y I S NORTHWEST PROVIDE BACKING FOR SIGNAGE AND GRAPHICS ELEMENTS AS �Ra;� 1 1 ` ' A 5 B 5 5 F51-\ REQUIRED. COORDINATE W/SIGNAGE AND GRAPHICS VENDOR, TYP DECOR T WHERE GYP. EXTENDS TO UNDERSIDE OF ROOF PROVIDE , PLAYLAND DELI SEATING ---5-) SUSHI KIOSK RECTANGULAR OPENING AROUND STRUCTURE WITH CORNER BEAD, (REM OD E L) 4 TYP. , col SCALE: 1/8"=1'-0" . SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" U FOR EXTENT OF SERVICE AREA WALL TILE SEE ENLARGED PLAN AND FINISH SCHEDULE. FOR SERVICE AREA WALL TILE PATTERN SEE , AI 7B—..-D ._._....----f.—,?–..----i- I f 1 ? € ? i T ' I I I V CONTROL JOINTS IN EXISTING GYPSUM SOFFITS ARE SHOWN FOR '� 4 1 REFERENCE ONLY VERIFY LOCATIONS. WHERE EXISTING CONTROL T -4 — €,, f ww 3 i�" I �, ,E JOINTS OCCUR AND SHEATHING IS INDICATED TO BE EXTENDED, I I I ,.A_....»...__...w-..»....»�� ...»__...-...... ..' � ��,�.,,� ;ter, _ _... _ .__.._ ......________.__�s ..._�..-..�...��.. : * CONTINUE CONTROL JOINT THROUGH NEW GYPSUM.. . . ,,. . , . , . ,1' 13 r- __ _ . m._ _ • TYP ,� I H � �._-.-. � L # K TES . , x 4 , . I 3 13 3 3 3 x 1 : i ''' TYP TYP TYP l'. TYP TYP _ I :E _ I w ' � i _ I £ i _ 1 ( _ ,I ' . 1 RUBBER BASE WB-801 �tI �" ( _ ® M aI ,� !. x 4 l a y ....,.w,».»<M,w,..w.,».w„.�,,..... i ! M.wM,�M wMwmw..,,� i E WO � {p x :`f 2 EXTENT OF JEWELRY FINISHES SEE 1/A4.2-1 FOR JEWELRY qt t tiC i ..,..+.... _ $........, w..+`w.+........ •---..1r-mow... _ ..(,y.....,...M...«....,M....:.,...... ..»»..,,. 3 _ .... ...�.,.....+....«......-....... _ ;i I Y. ' xa _ �� I ELEVATIONS ` I 3 3 EXISTING GLAZING TO REMAIN• 13 13 13 13 �1 I I L, 1 I 4 PAINT UNDERSIDE AND BACKSIDE OF FASCIA TO 2 ABOVE CEILING TYP TYP TYP TYP - . a._. �_. �- rvw. g �� WO ;i WO I•--z ..w_. _, A - _ -' it 1 'L_ 5 TYPICAL WAINSCOTING FIELD VERIFY, EXTEND 1'-0" PAST EDGE OF 'D` >g s M o I _ ' I © FIXTURE SEE Aillik , , ,'T NM iiii , , . L — , : , ,, , . N N .r___ _.----,,„,.., ..„7...„....1.„.-„;,_ , -- - --1 * :"10 i II A2.3-4 ' ....... LP , < — ,, 0 N / / ii111 :D 0 E! B 0 t , , NEN = MI i ,tiF� .-., _0 , J ( I y 6 WOOD STRIPPING ON EXPOSED STUDS SEE AM ii--5--/ 11 < £ 3 M - I 0 5 • � IIII ill F A 0 -'s i5.1-1 15.1-1 i5.1-1 ` , .--- ALE ENTRY • t i �: 7 FINISHES TO EXTEND INTO ALL WALLS AT ALCOVE — •i . s - C I 8 EXISTING WOOD STRIPPING, VERIFY EXTENTS AND CONFIGURATION. •1 M .. ...�. _� ®. _. ..._,- �1 . ._ , �.____. ._ T A �.�. ... £., PATCH AND REPAIR WALL SHEATHING AND FINISH. MODIFY AS ;' SCALE: 1/8"=1�_®�� i�� _ , !► .�. � 1 ! D _ ��.. a�. T.,,1 REQUIRED FOR NEW WORK , f • • h�" I 3 - 9 EXISTING RD PAINT TO MATCH ADJACENT WALL L I i - I . I , 4 , Y I ! j I I B ° T S I 10 WAINSCOT BY OTHERS; OFCI; ALIGN WITH COFFEE VENDOR KIOSK D.1 ED) 18 17 .1 KEY PLAN 2 . , 11 DECORATIVE WALL CAP, SEE PERMIT SET SCALE: NTS A3:2-1 • 11 .30. 11 1 , 12 8" DEEP BUILD-OUT, COORDINATE WITH S&G PACKAGE FORA RG} EXTEND FINISHES WHERE WALL JOGS DIMENSIONS AND LOCATION, SEE A1.4-1 • EXISTING STUDS 13 WRAP EXISTING HSS COLUMNS AND BEAMS INSIDE AND OUTSIDE OF "` ENTRY IN ALUMINUM BREAK METAL TO MATCH STOREFRONT { g Ii t: it I> i2 `£ Ii I{ € 31 i, 1• i ti t i ii 1 ;1 II 't l> II ' If ,il [ '. �i I I i Si I t. �i �i #' £ j ! ,�. - - q} l :, 1; I II I f; ;_ #1 1i ' w 14 DECORATIVE PANEL AND WALL CAP ON PARTIAL WALL SEE A3.2-1 W1 I if 4 j: j€ 11 i SS li - ,! ;i , f 3 iT f �_ i T.o GW- W1 W1 W1 W1 I; (PAINT READY) 15 NEW DRAG STRUT PAINT PT-801 COORDINATE WITH STRUCTURAL y "" (PAINT READY) (PAINT READY) (PAINT READY PAINT READ ) B.0 GWB B.0 GWB B.• 16 EXTEND STUDS TS 0 STRUCTURE AS REQUIRED TO EXTEND GWB TO BRIAN - k ` y°r Q t r z 11 1 i 3 GWB B.0 DECK SEE Am ;$''' 'i :J W 1 1€ j 1I ii �{ 11 f ? k. o (PAINT READY) It It , P o ► ,� .. t' it I ? iz _ _ ; (j )j} { - I _ it { T 3 E Y II F; ° ,yam tl n..a - _ .�y� '4 ', ,,a n £ 11 # i iE Tf it }f i o7 a0 l {1,'" 0 _ ;� � �i s � � �4 .�A �n III /4 Y� ,�,,. I „ II t €£ €} :i 3l I I II I1 1 F 17 COFFEE VENDOR KIOSK COORDINATE WITH COFFEE VENDOR �� :,; +�,�+r ,r"��"°`°� i` '' 1 NEW STUDS AND INSULATION . NER NEW STUDS AND INSULATION EXISTING STUDS ., �, t+"` A PER WALL TYPE SEE PLAN NEW STUDS AND INSULATION PER WALL TYPE SEE PLAN — + + :k PER WALL TYPE SEE PLAN pp a , -.-*' BANK BANKTENANT , W ' '''' OF C"''''' SCALE: 1/8"=1'-0" 0 MulvannyG2 Architecture: , Y f 1 All rights reserved.No part of this document may be JI reproduced in any form or by any means without j + permission in writing from MulvannyG2 Architecture. NOTE: WHERE WAINSCOTTING TERMINATES • A DATE DESCRIPTION f BEHIND A FIXTURE, ENSURE CHILDRENS if SHOES TERMINATION POINT IS NOT VISIBLE 1X10 WOOD STRIPPING• , • l B.O. SHEATHING 7 • 9 i5.1 M d, a i5.1 w N co I { /' <> 1X4 WOOD STRIPPING B.e,. SHEATHING WT-801 _ STAINED TO \ N ,, ; WT-801 STAINED TO <-> �- .� MATCH LAMINATE Tao RUB B.0 CHAIR MATCH CL-804 1X4 WOOD STRIPPING . ,IL _ o B.O. o - _ RAIL _ d `_� CL-801 _ CL-801 - CL-801 _ CL-804 w w �, ' SHEATHI�G C ' M C 11-0029-01 h M _ o r, s - \ © PM: ROBERT FAGLIANO � �I 1 � WB-801 � -� � WB-801 I i WB-801 � WB-801 ao DRAWN: PP � r 1 ao -v1 ` co ®TYP WAINSCOTTING WAINSCOTTING AT WAINSCOTTING AT OD WAINSCOTTING AT `�'' W INTERIOR m l� +l O C EaE �,, • PUBLIC CORRIDOR DELI SEATING DRESSING ROOM I LR ELEVATIONS r r O ,+r, . N 1 0'+ A \--iXi WOOD STRIPPING B 1X10 WOOD STRIPPING r6 T- I ' y I - TYP. STRIPING AT ALE AND TOYA 2 3 Imim 44' z >.., 1 0 a) , 0 E 1 2 1 . 0 72 .',, SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" n I }1I��155 I , 1A 5 �4.S , i i + h,}i,SrU y' d t4.R {y4� �`+ +i: ■ �+. h ,. ..1r. P i.xn v 1.McIV � � :<_ I . 'p -;l - - ,I ,,. - ' ,. . :r { ,.. V, ,3 ..r... ?:,* '`_ _ , -.. R. I I i nisi _ 1: Vt - F . eyr 1 j il• STORE #00375 If U9 TIGARD µr 11565 SW PACIFIC HWY TIGARD, OR 97223 I` C.01 ROOF ACCESS LADDER SEE 21 0.5 Ii A1.5-1 TO PARAPET �� TO PARAPET ' _ ._. I— ...:.-,.,�.. .. SPRINKLER PIPING ROUT _ r " } . 29.0 g 1 I - -.c" 29'_0" II 1 1 ABOVE CEILING COORDINATE lg y 9 W/SPRINKLER DESIGNER Illri g FRED MEYER STORES 1 �-- .,.�, PARAPET BEYOND 1 L-4,, /Eh 1 C ' g 2 ' J 25 ROOF ASSEMBLY A3.2 1 I I A1.5-1 A1.5-1 { ROOF ASSEMBLY 1 A1.5-1 2% MIN SLOPE ®— — — 3800 SE 22ND AVENUE , I / irrrrrrrur�rrrurrrurrrrurrrrrurrrurriiuuurnrruuuuuuuruurururururrirrrrrur•rarGii�iriur�orraoarrrruorarrrr�wrrrumi. „ ....•.�� PORTLAND OREGON 97202 , ❑ - i �ruuuuuorourrrorrrrrrrrorurrr�rrurrnl urru' , ,I_ aaaor uuruurrou riauaar uruaaarraorraaauuao auoourrurorrruaarauuaauaaorurroaauri ------� uuarurruurrrrou000rrroorrrrrrrrrrrrrrrrrrrrrrrrrrrrrurarrrrr+carton i �� 5®3.232.8844 "5;; rrrDarr:::m uuauouaruauaararuuuorauaumimmom uoruuuaaaauaaaaruurouauuurrruorarrrrrrruarrruarrrrrrrrrrrrrrrrrrrrrrraurauaauorauouuuuroarrrrrrrrrrrrrrrr • I "� uuuuurrru urrrrarrrrrarrrrrrrrrrrrrrrrrrrrrrrrrrrrarurrrrrrrrr acct°aar �/ I PROVIDE 3/4 PLYWOOD 503.797.3509 FAX uuourr�ruuu�rorauurrrrrarrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrruaaoauorr�r�rr�r�r�� :� BACKER BEHIND STUCCO FOR G I I I �I � I SIGN ATTACHMENT EXISTING I �1 i J A S1 L S1 'nA 1 i t 0 •1 1- 111111111 1 �' PARAPET _.�,�-�.._., I � �� 0:11►-� :. I � FRED MEYER SIGN, COORDINATE � + � r ,a f ,■I f �4, �T 4y 'r...�....w►s�..�.�.r. I ,v i4 r A,s'v rtro a w b�awt�K y,+ t r:l y 4•.ni� �� 5 ,5 +`� +I 9 411h if ,� J y t z Y a [ 4 u� tl ,1 rA t �<ba'f t l 1_T„ 4, k k tl ,\ f 3s!METAL DECK, STEEL BEAMS, _ , rl,, 'I rd+ry ❑ _ � M 1 Ts �BE OND i WITH OWNER'S VENDOR I SEE STRUCTURAL oil 1 j ,t ,,"` SMOOTH STUCCO W! �4 , (y A2.2 �, f i- - � { 1 b 5 � Ip� �t 4 � # 1 Y ,1� . k lDRAINAGE MAT 01 EXTERIOR I r t4 s 1�<t ! Y il )? ,' yt k tV uy #1 ; 1� I SHEATHING AND METAL STUD ° Iii 1 1 � ��! I I 601 SW SECOND AVE SUITE 1200 I I FRAMING METAL DECK, STEEL BEAMS, g i I 1 _ , i 25 g CONTINUE ROOF PATCH UP SEE STRUCTURAL 1 I PORTLAND,oR 1 9720, g � GYP CEILING, SEE RCP r~-�i � -�A1.5-1 1 WALL AND UNDER - ❑ R-19 BATT INSULATION ! I t 503.223.8030 I f 503.223.8381 ' g FLASHING/COUNTERFLASHING. PROVIDE INSULATED ACCESS HATCH FOR I`(BASE PORTION) g I I OVERLAP ONTO EXISTING ACCESS TO SIGN SEE ELEVATIONS FOR ROOFING MEMBRANE OVER I i I I I SPRINKLER HEAD WHERE OCCURS' ;'`; ROOFING 2'-0" MINIMUM I 1 SHEATHING OVER METAL LOCATION �"`- I MulvannyG2.com ' I I I I LI "„ ; RrZ, COORDINATE W/SPRINKLER�•= 1 �I+i A g'"I40 y R-19 BATT INSULATION ir DESIGNER go--4 STRUCTURAL BRACE SEE NORTHWEST OV I �` 1 — `' ..►-.; 1 t,11 STRUCTURAL DRAWINGS HSS, SEE STRUCTURAL 0.j I ,i 22 I � EXISTING ROOF, MODIFY AS DRAWINGS, WRAP IN BREAK �--,.. " �. METAL TO MATCH ;!_________....... // �� 6 I I I I i A2.2 REQUIRED FOR NEW WORK, ,�`.'a�.< i'xiw'•` J ,ss:ti:,� - a�,`,1 "°c �„ar2:'w `A,�., ,>"gk.� ' - 1 §GYP CEILING SEE RCP r- SEE STRUCTURAL STOREFRONT I I I — `Nil s. '- rr 1� BO STEEL ____ ___ its , BO STEEL r` u TO STEEL 20-01/2 A 1 20_® ' 20-01/2 ri �i � � I a', N. � GYP OVER STRUCTURE ,��► � �� 3� �'"�I-_, < LINEAR SOFFIT VENT, TYP �• � �� -�� "—� � g �' (REMODEL) t, DRAG STRUT SEE STRUCTURAL �� , 15 ■ �.ys � � SEE 25 � ---nil ` �� • I . , I EXISTING BUILT UP ROOF ASSEMBLY, �1 �' EXISTING CONCRETE WALL A2.2 l i i MODIFY AS REQUIRED FOR NEW {_ 1 l l WORK OVER LAP NEW SINGLE PLY 1 I 1 �1 i MEMBRANE OVER EXISTING •►-•1 _�I NEW FURRING AND R-19 BATT HSS BRACE SEE STRUCTURAL I I INSULATION WHERE OCCURS, PAINT TO MATCH SOFFIT I i il rx: I � � � • HSS, SEE STRUCTURAL '�• I l SEE ELEVATIONS FOR FINISH 1 Ii j DRAWINGS, WRAP iN BREAK ( �z METAL TO MATCH ,♦..... { i 1 STOREFRONT . SMOOTH STUCCO W/ { SHEATHING AND METAL STUD A t: , I FRAMING SEE 1 , I 21 i I i I - A2.2 I (N) DECORATIVE STEEL TRUSS, i I 4 ; �, TO GLAZIN�'� SEE EXTERIOR ELEVATIONS rs 15'-O" AND STRUCTURAL DRAWINGS, 1 I PAINT, MATCH MEMBER SIZE I M1,;jkT, AT OTHER ENTRIES TO REMAIN I• 3 I I, ALUMINUM STOREFRONT ' i SYSTEM I I ALUMINUM STOREFRONT 3 , 3 1 SYSTEM ALUMINUM STOREFRONT 1 1 SYSTEM l, r ..,,,�-.____�. 1•• I i l MATCH E SOFFIT i IA ° BO STEEL i +/- 12'-On;,;r:;, 12'_0" �r<::; rk; ti ■ 1 i COLUMN BEYOND, SEE ; STRUCTURAL s , 3 : SMOOTH STUCCO 0/ I HSS BRACE SEE STUCTURAL I EXTERIOR SHEATHING AND 21 I PAINT TO MATCH SOFFIT ' I METAL STUD FRAMING SEE + A2.2 a, t PE'' G 3 ; a I' , I I 11 .30. 11 I I I I HSS, SEE STRUCTURAL HSS, SEE STRUCTURAL I I I I DRAWINGS, WRAP IN BREAK DRAWINGS, WRAP IN BREAK I I EXIST ING SOFFIT TO REMAIN I METAL TO MATCH METAL TO MATCH STOREFRONT STOREFRONT MODIFY AS REQUIRED FOR NEW I I t, WORK TEMPORARILY SHORE i rf _ . I FRAMING DURING CONSTRUCTION 1 : BO STEEL 0 STEEL BO STEEL a I I (N) COLUMN BEYOND 7'-81/2" '7 T-81/2" ` 7°-81/2" I Nr . 1 � air+„��.;� x� , BRIA A ':�FLEENER, ,l;i , e ''w 4 $' �r ay ��f<F ,� } n err ��M1"n �si a8 HSS, SEE STRUCTURAL I I ,, 4 , � (N) CONCRETE COLUMN BEYOND t �� I DRAWINGS, WRAP IN BREAK �� k a,'1 Yt ��i>< a� �1 �tre dr<tYu<�'��rrl �� '"',,,r,,,,, , y• � r*P � • �� METAL TO MATCH ��-Vl dF I:�y= DER it ,: I STOREFRONT i AUTOMATIC ENTRANCE I : F Q .,,. r 8 DOORS. SEE DOOR rc :, I SCHEDULE. ,� h'f A 0 MulvannyG2 Architecture: 14 All rights reserved.No part of this document may be ��' �' ; reproduced in any form or by any means without A2.2 permission in writing from MulvannyG2 Architecture /'� DATE DESCRIPTION CONCRETE COLUMN BASE ` (N) CONCRETE COLUMN BASE ' • a EXISTING SLAB TO REMAIN 'L DAMP PROOFING, TYPICAL DAMP PROOFING, TYPICAL Y NEW CONCRETE SLAB SLOPE TO DRAIN °, 14 - o WHERE OCCURS SEE CONCRETE o e a PLACEMENT PLAN E M - I I '� 4 FF _ _ FF f •.� G. its a ° a a da a 4 a 4 Q e a ° r n ��. L a d u e e a e 4 a t� a e ea 4 Q or_on �,,:. 4 a e n d a. 4 _ 0-o o e 4 a 4 e a O, n , d a e a a 4 e a a 4 A d a r } C k J 4 t r ,4 1. ,.w. .: « ,,:,s « :.,< 1.. ” "'.:.;;\ ) l 1• Ma a H .a ."r. ..�. ..-.r. ..t .. ..,,t ..« ..„ ,.r .. .. .. .. ..« ,.... .µ. ...< ..«. ...r. ... _l ! .1 ..1 f l r S, ,. „ , , . ,.. „ '''''';''''''')''''''''''''''''''''s-'. :'• ) �:.r ♦.mow •S. , , 1 ;',-'1,L=,'''',--[ 1 i f i t ( 1 i S [ t i [ S t [ f i F [ , F r i 1 1 ( 1 S f i i f [ i`f [ [ , �' [ i i , , � i i'i` f F i � 1 f i i f [ , 5� ,.T,1:- . ,.,. ... .,... : : �;'�.. _ .. � _.. �' — 1 1 ;r.v �'� �+ " >; •1 [ „:i�'f i � — � II I I 1I I I ( — — _ � _ ,.,_,,,;,;,r.:.., �. .., ."..�,,_:. a .— a ,: I - o ,,,: � � � � � � � � � � � � � t i i—i � �—� � �—� � �—i i i—� i � � � i—Iii—i � i iii—iii iii—i i — — «:,.. '..._, ,•.:,,,, ,-,�r,<...,i.,.,.. r„� f=�,.,y..�,..., e — ._.— III—III—'-III III III III III III III I t — a. d 7 • - — ,,,� I r ,r �;,,: .,:�,,: ,,/., a I I III III III III I I i-- ____Iii—i I ,� ..,;, / —� ( ' '' III — � I I °..- _III i�l I I—I — r 4 — t...,:,,f.r r�' yt rl Q . 4 I — _ I 1 ,—= I a -J-=i-= - h, .� - I I i _ 11-0029-01 111 i _I < ., ` \d >.i, d ^- {— _ —,__ ✓y a 47`' „'\ -i ( ”Cy) ,, r y r1 �A — _ L� a, e a E :: i• — _._1 I PM: ROBERT FAGLIANO co , — I 4• 'i` FOUNDATION DRAIN, < - I = FOUNDATION DRAIN, DRAWN: rb2, PP 3 TYPICAL, COORDINATE e 4 � :!I r 1 1,i.a. ...� �.I I�I TYPI A OORDINATE CONNECTIONS WITH CIVIL ► I---- ___ — i _I _ I I I_ — — — I —I CONNECTIONS WITH CIVIL ALLY'SECTIOg. NS —III ii HI HI III=1 ' '— —' II II i I III i11 III j,, a d SCALE. 3/4" 1 0 SCALE: 3/4” = 1'-0" C•‘- Si r Z >+1. o N atF A3 . 1 W a• r e N as1 O• ,::... J N„ Y 4 „ + t , ff t 1rt r f v, tic',I d t ,,,,,,.,,r,„•, I j ,ttlyi tf t i x' eer.'t 1 ,r y�. Ai, .3. d STORE #00375 ; ' A1.5-1 A1.5-1 A1.5-1 A1.5-1 a, ..- - OPPHAND •- - - SIM - - SIM TIGARD 1 ► 1 d L ' T/0 PARAPET , 1 , 1 — — — .... """' 1 T/0 PARAPET �k' 1 SD-64 _.■ter 1 ►--i' +241_®11 AFF • ±29-0 AFF Ili' Ilk 1 •SD-64 � t ,►---Gb 1 1► 11565 SW PACIFIC HWY ' II �� ROOFING T/O MASONRY '1 ♦ A5.2 I ROOFING (MATCH EXISTING 3'-1 118" MIN TIGAR® CSR 97223 T/O MASONRY I A5.2 1 CONTINUOUS ROOFING TO MATCH z it --- — 1 --i': 1 MEMBRANE OVER 5 �. PARAPET) x!'..11' 11 ! I MEMBRANE OVER 1 I ) OVERLAP EXISTING MEMBRANE OVERLAP ti 23 4 AFF 1 �F Q OPP HAN T 23 4 AFF I �, ,} 1 11 I RIGID INSULATION / 1 RIGID INSULATION I I PLYWOOD SHEATHING i 4-0 WITH EXISTING, CONTINUE UP i y� ,x;, �► L.,� ON METAL DECK P rit •. ON METAL DECK ® I _— —.- AND OVER PARAPET it,- 1" H , �, ` _ _ EXISTING FRAMING ` ---•► � EXISTING MEMBRANE OVERLAP 4'-0"WITH - ► ��.► . . P41ti. ... ... k M ..... SKIM COAT OF SMOOTH/ rim .•1,...,�r.�,,,�A••w1�i►� EXISTING, CONTINUE UP AND OVER. w_ ...�._.w. .,... ._, FRED STORES PARAPET —... _:::.;// m STUCCO R EXISTING BOND BEAM SEE % % I 1.IP 21 22 = / `'' I INC. BOND BEAM SEE i STUCCO STRUCTURAL 1-- SMOOTH STUCCO FINISH SEE STRUCTURAL 4 0 MIN A2.2 A22 F :€ E�Riip '- - -- - l � T�� / i � �-'�'' F EXISTING ROOF OVERLAP OAS PLANT STRUCTURE VENDOR 3800 SE 22ND AVENUE :' ► / / PO 0�� TO PROVIDE AND INSTALL �j k ` STRUCTURE f� � m��::.::.:::_�.... ....} _, RTLAIV® OREG®N, 972 2 �{ � � \ %{ .r'.... .. ... _ 503.232.8844 /% � FLASHING TO PLANT STRUCTURE ..-n�, �.�£ _! , i• JOIST, SEE STRUCTURAL r - , . _,. ,....... .. w ......... „_.... w.ww _._.. . ..,. .. Fr 503.797.3509 FAX y' / / � �,-... .. . w.w.. ._�,. ..._,_ w.__ _w._ .._ . ._.... _�. _... w.. . ,w _. 't REMOVE EXISTING LINEAR 4 PM/ JOIST SEE STRUCTURAL , ,�. .�� _�_ � � }} F f METAL CEILING•s / / 1 ` ( "••.. `� R-19 INSULATION ATTACHED �� ;k „J, r---- 1 :,, t, x`r 1'l, c +��',...y x . 'gal•/// r h - S. i,. c rfi , c -''t , r i ', � � �' #� EXISTING HSS BEAM 1 , � , ,ry �aM;�ti�u I� ,; di '� r ` r iz I,r k_ t_.S ,, t r ril ah Nx }1 ha1r, ° WITH STICK CLIPS. p ,� � �1 ,� �, ,� , ,1 , rf PM \ f .”' w.....,....,....,,..,..�,.,.... r s , m yr' �, fl y+ }x i l4} $ ry74rr , k' Yr 'r� y x,'y ,f- � ..- 1 7 3 1 � 4 �a t19 9 '^�� t I}t .t, Y Y di r „+( �' \ \ . £ i k r } - �i} 7Y 4 f s. 4 7 I , 1 }h 1 I COORDINATE WITH • I r ..._. ..... ..... { t S 1 t rig, }rr 4rr t r , :.■.., - ►'i�, / �"'� , �. ...y ` .,` !! r ; �� ti a. r t I t J F '1 TIONAL DOOR TRACK 1 SEC / I �, 1 P � , � � / iv �\> � 7', , r 0.0/ ►H — — I i SMOOTH STUCCO FINISH / / ,41.1 r~ . __ _w_ _ .. .. w w \ TO ALIGN WITH EXISTING 601 SW SECOND AVE SUITE 1200 11 �... . M. __ _........ ._M. _...._.. .._.._. ._._ _._...-.._...._.._.._.. ....._. _..... _..._....._ . _ __ ._.._ ._..__. .._.... .____ __. ...__.. ,..._ ......_ �� PORTION OF SOFFIT SEE 7 ill A2.2 PORTLAND, OR 1 97204 - NEW CMU EXTERIOR WALL NEW CMU EXTERIOR WALL SEE EXTERIOR ELEVATIONS 1 SEE EXTERIOR ELEVATIONS `� , RMING t 503.223.8030 I f 503.223.8381 AND STRUCTURAL FOR UNIT ~ \EXISTING ROOF STRUCTURE I FINISH TYPES I I FRAMING 4 FINISH TYPES 0 / 1 1 1 MulvannyG2.com ,,,. ,yy 111$ ::1 CONTINUOUS SEALANT AND 1 31E _, ••...1 BACKER ROD i� I 22 I is = ES, {y T FLAME SPREAD COVERING / REMOVE EXISTING SPRINKLER — — — — — f 1 • B/O PARAPET It DECOR a AT EXPOSED INSULATION I 0 MAIN INFILL HOLE TO MATCH '` — — ¢2®1_O�I AFF :;� `„ 1•� ADJACENT WALL _ STUCCO TERMINATION TRIM E Pit •H::: REMOVE EXISTING ROOFING, METAL � - EXISTING DECORATIVE { I P DECK AND ROOF STRUCTURE, ; HSS GRID P . p p fir--/ — N i EXTERIOR GYP SOFFIT ON . 1 1 o''H 2X METAL JOIST 1 1 NEW PLANT STRUCTURE SEE i iiiIVENDERS DRAWINGS r1 y� METAL WALL BRACE @12' MAX OC , TYP OH EXISTING CMU WALL 3 IIIEA N 1 1 A6.1-3 / 1 ` METAL HOOD OF01 — /MI. = 1 P P ' 1 oso---4 i , ' L o �_-1 1 r I i FURRING WALL WITH STEEL STUDS 1 1 S D� ST....H �� - -— & R-19 THERMAL BATT INSULATION i BETWEEN STUDS. SEE FLOOR 1 0110 4PH 1 FASCIA PLANS FOR LOCATIONS. REFER TO , „ , „ 3/4" ,_ „ T1 ROOM FINISH SCHEDULE FOR r SCALE: 3/4 = 1 -0 SCALE: 3/4 = I 0..____} SHEATHING, FINISHES,AND 0 I ;` SECTIONAL DOOR TRACK HEIGHTS. EXTEND STEEL STUDS 4maA COORDINATE WITH OWNER'S PIMP 1 x $� TO ACCOMMODATE FINISHES PER 1 I. VENDOR SCHEDULE +,F{,< 41100-1 . ' 1 % ■- 4 iI •,-� i BOLLARD BEYOND, PAINT 911% 411t1 I , . SAFETY YELLOW, TYP , , I iiigi ,:,, .„: fy � PE- : 1 ~ 11 .30. 11 1 em.A ii • , , /11IP 00-A • , ommos•-- , , 1 1 so.--4 ' MECHANICAL DOCK LEVELER , pie 110.-- SEE A SD-11 SD-15 NEW CONCRETE SLAB SEE NEW CONCRETE SLAB SEE i i ft.-A r A5.2 A5.2 STRUCTURAL STRUCTURAL ►� , 0E10 , f; . 1 C 'f?4 �p'�`, ')F:fiY7V}'Mk,' •, Yi Tk kr',Sr � 4P' I . FINISH FLOOR IR 1 �"`1 BRIA FLEENER— FINISH FLOOR / 1,„ 0'-® "AFF ° . n4 d x. ° ° ° 8 ! ° e ° °° 0-0 AFF . d ° a ° p .rr :',,,.. :'::;>,,c.:;, ,,,,,,,m. 4f r, s �.i � ,t � ,. ° a '' 'j ,,',–,;.,-(,,,I, -� :$..,..,.,>.-. �m: ��a� if � �� 7 CONCRETE STEM WALL ° III l l I III—I I (I I I – „y ,t - e - d d I - I _� - r A A vrb'►t?r fp kt VY14 r ° — I — _ �- SEE STRUCTURAL CMU _ TRUCK DOCK BUMPERS ° d -I — — TO FOUNDATION AT SIM T— I = "" ,K04"' ENER ° ry ,> • 4 • d °a ° 4 •d 4 °O ° da - T I- ;{ . PERIMETER INSULATION °°. a ° ° ° ° ° . ° ° ° °4 d ° o = 1— 1 ° 1_ Ff''.,{, I. d• a ° d ° PERIMETER INSULATION ° —I I - �3 ' \;,* — a ° I— ©MulvannyG2 Architecture: 4 e° • I°°•...° X ° ' ' °°°' — ° All rights reserved.No part of this document may be LOW GRADE AT SERVICE SIDE .�r...t_.i..... r....i:..i.......:.F�...L...i.........1.. ...c,...._i....�..r..,_.i....�._�.... i._.fi.�.,_... r...�.i..._. r...�....i_..... �..^ I LOW GRADE AT SERVICE SIDE — I =I ° ° °_ I_ — I_ I I I I I °• — reproduced in any form or by any means without Y IT permission in writing from MulvannyG2 Architecture °' OF BUILDING SEE CIVIL FOR •----- I —. .— — I I OF BUILDING SEE CIVIL FOR A 4.4., ,,, , . ., .,_,:�.,,.,• 4 ° — i O DATE DESCRIPTION SPECIFIC ELEVATIONS ° a 4 �_ _I I —{ I = __ _ 1 I— SPECIFIC ELEVATIONS a — ,{ ° ° ° ° 4 —III—! 1 1 I I_I 11 LLtLitHH1H ° ° -- — 1 _ _ ° 111-11_. 1 _ II _ - II Ii I DAMP PROOFING, TYPICAL ° °° 4° _ _ —_I I ' DAMP PROOFING, TYPICAL d ° ° I • L I =_III— I�1 d a __ a 1_ o ° ° ° — —1 I I l J � � °d — I �' r ^ ° cl L -L x' i d J ° _ICI _ _ F � p r r T a = _,I � _ I , _ 1 a I _—i I r- , I -- I _ ( 1; J'„L✓ v J "—'f- Id d •I H I I 1. _ I 4 (7-r?`7 ' ' l — C� t _1 ---t :,+ .Y n .J;..,.? �. ° �I- _ I I / / ,. .r",r -----1 1 i I F i v 1° ° a .< 4 I I . �. F d ° J 4 a v I —I C , •:� 1 ,. 1,ra 4 ° _I° o 11itL!iL— ° d d FO UNDATION DRAIN, I -I 1 1—�� ° • a °° ° °° FOUNDATION DRAIN, ° d _ 11-0029-01 M } PM: ROBERT RT FAGLIANO TYPICAL, COORDINATE a a TYPICAL, COORDINATE °.a ° ° �° e 4 °d d ° 4 CONNECTIONS WITH CIVIL CONNECTIONS WITH CIVIL e ° ° DRAWN: PP � 4 Qtia+ Qo ! i WALL SECTIONS EE { in , r F`r O rn ev ci Zr x ] 110 tt Z '' SCALE: 3/41, = 11_®11 o °' SCALE: 3/411 = 11_011 A3 9 I wle I ❑ `v W.? tS d;i __ 4- a 7ji: a.211.---- r t>I I I. - '�`,."' 1 • , I STORE #00375 I ;, TIGARD I N _ ±24'.011 AFF MATCH (E) 0 CD6 T.O. OF PARAPET 1 1 I' I- II A1.5-1 11565 SW PACIFIC HWY , I I 6" METAL STUD FRAMING TIGARD, OR 97223 r,u 'I WITH PLYWOOD :.:... ....:. ... u,,. . :, 1 SHEATHING EA SIDE � N. TO PARAPET SINGLE PLY ROOFING 7r_� 1 _.`__ 29,x0„ �! I ASSEMBLY OVER R-21 I I I RIGID INSULATION I � k 1 FRED MEYER STORES ROOF ASSEMBLY 1 i �..�r& I / A. ♦ A1.5-1 ROOF ASSEMBLY ,� ®_ ..1 _ _ .. 3800 SE 22ND AVENUE urr. orrri._vnoourrorrrurrrurruor■rr� r y 20330oorrrrrorrrr■our000r■ 11061■■■rr �rr uorouro ruorrrrrrorrouou000rurorrrr 1 �r~� ,� �' — — ��. PORTLAIV®, OREGON, 97202 :....ilo■sr a..► rrr�r I I I I ---- io�ororrroo■rurorRarrrr■rrr::ouuuurnr'ru-rmrrr—rr—rorrroror„,,, :::::::::,;xen::::::;::::: 503.232.8844 `' V i biiil ""1"" ,ter �r.■..�■►a■.��■�►�►�►�■u��■`""""" �""`� 503.797.3509 FAX — —I NEW ROOF STRUCTURE AND 4 I I ! DECKING WHERE OCCURS , METAL DECK, STEEL BEAMS, , ,` ,,;, , { I , , I _ 1 COORDINATE WITH STRUCTURAL 1 1 I 1 l y, , S 1, 1 �'yS 4,l, f r SEE STRUCTURAL 1R\� E �` ;. �� x _),, , w GWB ON MTL FRAMING PAINT '„:,,,,,,,;,,,H,,;:',,,,.-,,,--,,t f �,�, , � I 1 �► -ter► , ', , Y , c yl ! ,I ltY I Y i f 1 '1 { i i TO MATCH CEILING ti ti;'a � # d Ir��lS di "� •�' { #. 1. t P k� 4 t t , y ®�® 1 t + r. 1 {` I~ $ I 1 METAL SIDING TO MATCH (E)ADJACENT s rt, ;yy ;,,.. :.,`. h I r - TYP 25 ALIGN FINISHES 1 I A1.5-1 11 1 '� 601 SW SECOND AVE I SUITE 1200 HO I I � SIM (BASE 2X6 METAL STUD BRACE AT 2-0 0.0 METAL DECK, STEEL BEAMS, R-19 BATT INSULATION I I `JL ,�.' PORTION OF — — I SEE STRUCTURAL PORTLAND, OR 1 97204 1 i 1 OR ION 0 / I R-19 BATT INSULATION >,-k t 503.223.8030 I f 503.223.8381 I DETAIL) W3 OVER 6" METAL STUD FRAMING I PAINT TO MATCH (E)ADJACENT WALL SEE I HO EXTERIOR ELEVATIONS 4.0 I ASPHALT BUILT UP MulvannyG2.com S` METAL CEILING JOIST -i I ROOFING I ROOFING MEMBRANE OVER REPLACE THERMAL BATT � ; i I I SHEATHING OVER METAL ifto�' INSULATION WHERE REMOVED FOR NEW WORK FRAMING x ,r / J,####, I EXISTING,ROOF, MODIFY AS " 1 6 I ' � REQUIRED FOR NEW WORK, DECOR , . '' =- GWB ON METAL STUD t ►, SEE STRUCTURAL I _ _ T� (REMODEL) INFILL BETWEEN WEB OF t- . 1 WIDE FLANGE BEAM 2-0 PROVIDE BLOCKING AS y F LINEAR SOFFIT VENT, TYP I 1 ! I 11 REQUIRED •± h;y I I I 1 ! I I O.C, PAINT GWB TO MATCH -�-----� SEE I I I I I I NEW DRAG STRUT COORDINATE WITH A2.2 I Q CEILING I I 1 Lu I ; I STRUCTURAL I 1 1 m I I NEW BEAM SEE r 1 i I i 1 i II I STRUCTURAL I l 2X6" MTL STUD FRAMING ! I 1 I I I § III I ` o! I uu I 4 (E) WOOD BEAM AT SIM, REPLACE GWB STUDS AND INSULATION ,` COLD-MN BEYOND SEE I 1 ,r — —1.0 FURR OUT BEAM AS �. AS REQUIRED TO INSTALL DRAG STRUT, STRUCTURAL E I + ! I I REQUIRED TO ALIGNS SEE ELEVATIONS FOR WALL FINISH ;, I WITH OUTSIDE FACE OF C. .--,R1 i � � SOFFIT H: 1 I I )$ I I I A3.2-1 'i�.z EXISTING CONCRETE PANEL $ 'I " _ i WALL - HAND SIMC .. 1 I IL_ I —4 i z — BO SOFFIT #�I jj 0 16'.011 AFF, VT--0- I -- z I 3 I _lZ < !IC-----1,1 I f ..a € t I I I EXISTING CMU SHEAR WALL I WHERE OCCURS i I $ I EXISTING FURRING AND GWB TIGHT TO B.O. EXISTING WOOD I AlEk a I i I #r .,,.�1 A2.2 ;r 'f I I ±2'-0° BEAM WHERE OCCURS, WHERE NEW 11r, INSULATION SEE PLANS AND a SMOOTH STUCCO W/ — — 1 -I-Yp VERIFY 1N FIELD WIDE FLANGE OCCURS PROVIDE METAL t",..2:-----4 ELEVATIONS DRAINAGE MAT 0/ EXTERIOR I I °I - a I t STUD FRAMING BELOW BEAM TO ALIGN , ,, ), TO CONCRETE COLUMN I SHEATHING AND METAL STUD � — — 1� — WITH BOTTOM OF EXISTING BEAM r` II 12-0 AFF ,_f.., ,, , ,, ,,,,,„_,_____, FRAMING SEE ( 21 \ ill GRIDL1NE 19 A,,,-,--<,. 1 !!,,,,----„,, _LA 1 r - SCALE 1-1/2"=1'-0" ;I( $ 1 PERMIT SET , ,„..,,,,,,_, , ,,.........„,,, ,,,,, , i r.,,,,,-*Thi 11 .30. 11 11 I $ ,� I I i t I II; i IIr--- —K.,'j( I Jib II i I � E $ " VI S tY� t,aCHI ECT l$ """" $ BRIAN c. FLEENER, jV, - 9 Fist # �'d i I 4 r•;i - _ $ 6i'µ :1. 30"CONCRETE COLUMN SEE I I STRUCTURAL DRAWINGS FOR x y q �i .�,the M ra lir r REINFORCING ?11 I .. "X,,„i„,t I ' .{w .' ,i � I a pp- I j - },f J Ifi` :, �r.irr ER 42 - 4 f , I � j a f, F L }.W W y S:. ,. 13 'v p1 C.2-7-1 ) - - Id s $ ©MulvannyG2 Architecture: 4 { All rights reserved.No part of this document may be E 31 �I reproduced in any form or by any means without i , 11<-,.,,D1_ permission in writing from MulvannyG2 Architecture z -- ��, 6" 6" �I�.... � �s n... ,,.x ,•, ,, , .,,. ., a.t F.,.w }„r, rat:..i....,x , ...r::ia:-r,N,.«,... SLOPED CONCRETE CURB W/ 1/2” / �'' II I DATE DESCRIPTION RADIUS EDGES SEE STRUCTURAL ;k)I € FOR REINFORCING }I� CONCRETE CURB SEE\ . �. I _��✓I NEW CONCRETE SIDEWALK a ° MI SEE CIVIL ° ao ,I - p a °a I��'I Q ° °o FLA., i a CNi CD {'s` I A N . . ,... , CJ .,,t , t n I r 4i� f tii o 11-0029-01 o co PM: ROBERT FAGLIANO cp h. V s �` co DRAWN: PP � WALL SECTIONS • §. E ' 4 SECTION AT 'DOUBLE COLUMN SOFFIT . SECTION AT EXTERIOR PORTION OF ENTRANCE CANOPY ..) , ,, ,,. „ ,,,,- , 1 N SCALE: 3/4 1 0 SCALE: 3/411 = ,I'_0" No ,$ r O r '...; A3 . 1 -2 a C Gv Q 0,�>a.'n_� z,yti:"'—‘+; ,� . w, 4 ,r#! iN„ 'Is, iu k J j ! ' ' 1/2"TEMPERED GLASS WITH NOTE: ALTERNATES APPLY TO ALL EXTERIOR WALLS IN THE FOLLOWING 3/8" BUTT GLAZED PLEXI GLASS. SANDBLASTED SURFACE FACING LOCATIONS: 179 FOOD STOCK, 183 HOME STOCK, 184 MERCHANDISE PICK-UP PROVIDE EASED EDGES. BUTT JOINTS TO RECEIVE CLEAR THE PHARMACY SERVICE AREA, . ck T/0 GLASS_ 111 E �, PLYWOOD DECK(TRACK ► f'; 51.411 AFF SILICONE SEALANT. PROVIDE 2 " VERIFY LENGTH W/ FIXTURE. MTL STUD AND F►--�- MTL STUD AND ►�` MTL STUD AND �'-' cc GLAZING TO TERMINATE 2"SHORT ABOVE AT SIM) RADIUS AT GLASS ENDS. INSULATION �-• INSULATION .. INSULATION a .. - `_ ,;,.-+ —�,�_ .... �'o. STAINLESS STEEL WALL CAP N w OF WALL EXTENTS TYP ._...........1. •-� .►-� 0 ;A PER PLAN PER PLAN PER PLAN , f ,• BEECHWOOD STAINED TO �,. ►„.•, i.-• CLEAR SILICONE SEALANT EA. SIDE - GLAZING SET IN SEALANT MATCH CL-801 - FASTEN TO �' DEFLECTION CHANNEL WOOD WALL CAP-STAIN TO MATCH STORE 00375 0 r �' h . SEE PLAN FRAMING W/#6 SCREWS, 600T 300-54 X CONT. W/ (2) ; GWB TO ROOF- WWF TO ADJACENT TIGAR( 1 I co TOW a AFF �. f�' COUNTERSINK, FILL, AND SAND -#10X 3/4" STSM @ 24" Q.C. `��'` ► f T/O WALL '..A DECK PROVIDE q ROOF DECK �. SHIM GLASS AS REQ'D TO SECURE ® ® m i SEE PLAN ` � "' = SMOOTH " `' LEVEL"0" FINISH--\ �"-.'' `,.,."' 31-8"AFF -Al %/%%/ ..�• o = il 3/8' 1/2 OSB TQ ►, �: J Z M / CORNER BEAD AT EACH SIDE, TYP 5 1 1 % WT-801 TRIM EA SIDE B.O. �,.-� �,, �, 111P� z® 1 SEE PLANS FOR STUD SIZE TR T "'�wet� S UC URE � F ..r f •► �,SUSBAR DELI SEATING Ira , ry EACH SIDE F--. :0/Y FIXTURE _ _WALL SHEATHING WHERE ,- 4,;o,, WALL PER PLAN QCCURS. SEE FINISH ,,,, O° `,�; °O 2x WOOD BLOCKING FRE EYER ST® ES r' r BASE PER ELEVATIONS 1., .�SCHEDULE. STOP SHEATHING ..-r; .•r DELI SEATING WAINSCOT 2 MIN. BELOW TOP OF �. x....ate, / "2 \w, A l .'¢ -.'r` r��i�✓ Y 1 •: 4 �., ar" ... . WALLAS E t SECTIQN '� F .r.t.:�+,... ..�a,- ..Y• i;S L , S ,y"1...�, Y3,l,".% • c . .. 1.a`�,��a 11 _ 1_ 11 CHANNEL. ,.�,.,s.,�.�. ' .,:�- gib,: ,.,i"�s:a / �� .., :-.:� :� ...�,, PLAN FOR ASSEMBLY N.T.S. FINISH FLOOR, A PARALLEL TO JOISTS -- SCALE: 3" - 1 0 ALTERNATE 1 ALTERNATE 2 ALTERNATE 3 AND FINISHES 3800 SE 22ND AVENUE PORTLAND, OREGON, 97202 GLASS Cri @ COUNTER 2 LOW WALL CAP NON-RATED DEFLECTION CONN ( AD SC TOP 3 7973 509 F 503.797.3509 FAX SCALE. 3" = 11-0" SCALE: 3" = 1'-0" 06 46 00 - 05 SCALE: 3" = 1'-0" 09 22 16 02WD SCALE: 1/2" = 1'-0" 09 22 16 - 07 SCALE: 3" = 1'-0" NOTE: WHERE 3 FORM CAP, INSTALL PER MFR SOLID SURFACE SILL RECOMMENDATIONS , + t * ' I , r„ ,r PA N EL ABU T S WALL r t #• 4 � � i 14.rd - t r 1 n� I Y r . n P 7 +• t h'E a a:2 BEYOND MOUNT 3/8" 3FORM WAVE PANEL, � � � ,'''v,-,,' -,`:, , MFR BRACKET STYLE: "CLEAR." r — — — ---.',1,,-,.',f ,� d1 dl,r +i n � ,-. � r t q r• , ‘r,,l r I , r i E i # ....................r..................................... ,,,,,ii,:; i � i { , ", ! € ; £ ....l..............(`:A...............'!{i..u...........�.. ',f ,�{ y' j'i q.: 1 DIRECTLY TO WALL. TEXTURED SIDE OF PANEL TO I rt ? .... ..............r...............I...............w.. { : s . .. tea;.' _ ^Q�T ,.. .,�..: -"- CONTINUOUS SEALANT ► 1 o ,, ,' �E , -,fi -, A,, .r• ',s,,.. f � INTERBOR OF DRESSING ROOM �a� `, J'.. k: ._ . ,' r r . . . ." 4 s 3- WAITING AREA, INSTALL PER MFR RECOMMENDATIONS 1 r`,,,,�� 19 ROOF SYSTEM 601 SW SECOND AVE SUITE 1200 3 FORM VERTICAL PARTITION 04►.1 1�r A3.2 PORTLAND,OR 1 97204 f Ail DIVIDER, INSTALL PER MFR liri } RECOMMENDATIONS 1�1 t 503.223,8030 I f 503.223.8381 ifti �"'�► JOIST, VERIFY STRUCTURE . --r-- 3 FORM VERSA MOUNTING I-40 V I J BRACKET, INSTALL PER MFR 1�1 COUNTER COORDINATE _ /- �- WITH VENDOR AND FIXTURE SEE PLAN RECOMMENDATIONS �� ►��! MulvannyG2.com ti, AFF _ems.:-�,, WALL SHEATHING WHERE fi / PLAN M 3 FORM VERSA OVAL BASE OCCURS. SEE FINISH I PLATE, INSTALL PER MFR Liw # f, I METAL STUD FURRING WITH GWB 3/8 RECOMMENDATIONS '�SCHEDULE. TOP SHEATHING NORTHWEST { I EXISTING ROUGH FACE CMU WALL 2 BELOW TOP OF CHANNEL ,4, BEECHWOOD STAINED TO INSULATION, WHERE OCCURS ' FURRING BEYOND COORDINATE MATCH CL-804 - FASTEN TO `) ` PARALLEL TO JOISTS N ECOR .. { WITH FLOOR PLAN FRAMING W/#6 SCREWS, (REMODEL) COUNTERSINK, FILL, AND SAND SMOOTH ....................................................... ROOF SYSTEM .. ..................................................... e'ti hil .......■...........................■..............A'-..4.■ r, (--i) PRX 20 GA TRACK CONT W/ (2)- WALK U WINDOSILL PANEL AT LOW WALL / \ 11 E� 1 #12X 1 112 STSM EA JOIST SCALE: 3 = 0 SCALE: 1 11-0"yx L : � 11 _ 1�- n n = 1 n M►"1 WALE. SHEATHING WHERE thw t; OCCURS. SEE ROOM FINISH SCHEDULE. PLAYLAND GENERAL SALES JOIST,VERIFY STRUCTURE ii04110...4 . 0y, CLEAR ANODIZED ALUMINUM Ily STOREFRONT '� I T 1 1111 y I ALUMINUM BREAK METAL CAP TO ,, ; M 20 GA TRACK X CONT MATCH STOREFRONT WALL SHEATHING WHERE 111111111111 1.4111110 ��1 OCCURS. SEE ROOM FINISH �. .yh SCHEDULE i Mali SIM 11-1 WW `0 INSULATION, WHERE OCCURS EASE EDGE OF GWB ar tail . I WALL FINISH COORDINATE WITH B Q PERPENDICULAR TO JOISTS 5 I DECOR PACKAGE 1 1 WALL PER PLAN FRAMING AT STFRUCT RE i 3/4" , 1/ WALL BASE PER ELEVATIONS SCALE. 3/4 = 1 -0 09 22 16 - 01WD 1 I . w; 1 H i : PLAYLAND LOW-WALL DETAIL 1 I { SCALE: 311 = 11_011 11 , (2)#12 STSM SCREWS EA. STUD PERMIT SET 2 6005162-33 BACK TO BACK. CLIP EA. SIDE (4) PER SIDE) ( ) FLANGES EA. SIDE AND FASTEN TO 6" STITCH W/#10 STSM @11.0" OC STUDS W/ (3)#12 STSM SCREWS EA. • (4)#12 STSM SCREWS SIDE • (4)#12 SDSM SCREWS � 1 1 ■ r 1 /7 -77-4-1.1 , E j • SCREWS- - r; :a .__................._................_.,........,,,.h......,...-a.w:.xm.asarararsx:.a«s 7 _ 211 •---1 (2)#12 x 1 1/ STSM SC EA �- �-- i to \ , [11'"..''''l ''l ( I '- --- EXISTING JOIST TOP CHORD BEYOND � �` SIDE TY PER EN ) tt 22 y 600S162-33 EA. SIDE. FASTED O EXIST. a' , i l (2) 6005162-33 UNPUNCHED BACK I ��,,� �y� .,1 ., l , ,-'-- ,l Al A-1 1 O A1.4-1 JOIST TOP CHORDS BEYOND W/(2)#12 t�� .. ,,, 3 TO BACK. LOCATE MINIMUM 6 1 ,., ,.. ..., ,,� • 1 ' 1 1`�"`�Th °' 4., 1 FROM EXISTING JOIST PINS 1 x 1 1/2" STSM SCREWS (ONE INTO EA BRIA k��'R. FLEENER,,.�`- •�� f ; (_,.. ,w TOP CHARD) ` . d: Ec ':(I ` _ 1.1!.1 1.1§ EXISTING JOIST �. 1 ,� "" � METAL STUD BRACE-TRIM FLANGES , ,.++ a.� , ,r{v,F,,li,..[,,, S 4.m.m.,,...mw 40- I a4� M��.-rr l METAL STUD BRACE -TRIM ,M. FLANGES AS REQUIRED. PASS4 �,1'' } k, ,•,,_.., AS REQUIRED. PASS BETWEEN STUDS 2► ; f I D 11 t EXISTING ROOF FLAMING ABOVE BMA�. :: BETWEEN 6 HORIZ. STUDS ; ., E Imo.. S — 1 Fri 20 WHERE FASCIA PARALLEL TO JOISTS WHERE FASCIA PERPENDICULAR TO JOISTS I ( - A . `J,, 'a + 0, fl S .. f - 1 A3.2 1r , { 11 - .,...„------T'1 - F} •E `1. Rz31 \ ! ;-µ _.. ,"- EXISTING INSULATION TO REMAIN, REPLACE AS REQUIRED TO I • i K' ----, All rights reserved.No part of this document may be 111: RAC E CONNECTIO , DETAILS U MuivannyG2 Architecture: z , 1 MAINTAIN R-19 MIN. •?' reproduced in any form or by any means without _ •w. r,; i'- -•'•,,---... �_ " _ 1 11 permission in writing from MuivannyG2 Architecture SCALE: iv:�tl w r nAMr .. urn r.f is .,r .x. ,.4A's r5+1•ra,...rV u ,r x..,r ,R ..lfin.. i i ^"""" CEILING PER PLANS 0 DATE DESCRIPTION "` E I..__m, .x., (2) 600S162-33 BACK-TO-BACK @ 4'-0" OC ROOF SYSTEM WHERE OCCURS I II- ri,,,-,..„ MAX WI(2)#12 SM SCREWS @ EA 362T150 -33 x CONT W/ (2)#12X 3/4" EA JOIST ' ": 600S162-33 @ 2'-0" O.0 HORIZONTAL STUD BELOW STITCH WI#10 ON 236/A1.4-1 AND 16" OC ON 23A/A1.4-1 4" SCREWS @ 12" OC STAGGERED , b I ° � CONT 6005162-33 UN-PUNCHED 11 I '' FINISH PER ELEVATIONS, .. METAL STUDS EA SIDE W/(2)#12 ALIGN WITH EXISTING FINISH iu.rr..mrmmmmmumru.rumrrrr..rrr...rmr�mmmuurr�.��uuouuuuus.�.uumou-�� rllrrrrr rl�rrwrrrrurmrmrmruuoomi.•uurrllrruuuuuu•u•uuurr•ruurrr 5 SM SCREWS INTO EA VERTICAL � M 1`11 111 •STUD, (1)#12 SM SCREW INTO }.M w.- CONT TOP TRACK WITH (2)#8 @ HORIZ STUD PAINT TO MATCH 0,„,___.,„----- ..M w ., 21.011 O.0 SCREWS FASTENED TO 0 0 C t I 1 SHEATHING EXISTING METAL STUD BRACE co ' �I II , ► ? 9 T.0 EXISTING FRAMING 0 .- 6045162-33 UNPUNCHED /Alliik N ` + 12'-6"AFF VIF �` BACK-TO-BACK WI(2) 112" 0 A307 e k. , , , . „ 1 e-- ' 1"�- '1 - + r MACHINE BOLT EA PANEL f `" '` POINT, SEE 23B/A1 '— '�"� 173 r r, 1 l X11 EXISTING METAL STUD FURRING \\o// \\o// � , �, A \v I \v 11-0029-01 • ``' ' EXISTING EXTERIOR . '\ -*- PM: ROBERT FAGLIANO EX S G X ERIOR WALL (E)JOIST 01 DRAWN: PP/ASC 5+ 03 ao (1)#12 SM SCREW TYP EA SIDE > SEE 21/A1.4-1 (2)6005162-33 BACK-TO-BACK W/ oca } m.w 5a1. SHEATHING TO ROOF DECK 1/2" A307 MACHINE BOLTS WALL TYPES AND WHERE INDICATED AT EA PANEL JOINT DETAILS ,•N n e A SUSP FASCIA PARALLEL BETWEEN JOISTS SUSP FASCIA PERPENDICULAR TO JOISTS o o.? E M r— N r i p�try; H z >.. a E 23 STUD '' * 3 . 2 Ilin 1 SCALE: 3/41 = 11_0" SCALE: 3/4 _ 1 _0 r 11,i ..,y,Air v d '7z r t 1 ,k,., I '.,•,-•.••.;',;•••",-. „.„....--,.....„ , , . ' A , - EQ EQ EQ EQ ,i • ';'!;;;. / / • // / A ,--,24 5,;:•,1 ,T,..1 ,,;=' , F.4; • • ,,,,,,,.. 8 ' ,i-rv..''''';'r-;; ',„-6;.;;:,-;,•4.;',,;;• ',,••••;„; ;.;:•;,:,:;':••''',.;-,,,,..,..';,;;,;,,'`. :,3-1--;:;,,,i,...:;;.• ..„„,„.; , :?, ;;•,•P ..k.„-,.-- :g;,.,,; ig' !;,i:•:4 ,,',,r•Z.:.,:„.,,,; '-41(' ;".'l • ::* A6.1-1 -'-',,. TYP I i '':■''''' I I n 1 1 1 0 I STORE #00375 11:4.,,,„ i , . L (,-.,-12 • -,.... 2 • • ,.0 • TIGARD „---LLivi- . . 1•1;:•';•:::;, , ! • I W1 -------_ W1 11565 SW. PACIFIC HWY i to „ \ ::. i ,•,,:: , ...„, 8 i p #0 00, 0* #0 TIGARD, OR 97223 ; ! „..,,,, i r's Ili ; „ , •, „... , . . . ,,,,,,,..,.,, ,, 18 7 16 !;:!;1 i t A6.1 2 il a w ■ if t - • I 18 ii X 11 1 f 18 A6.1-1 , ,„ •---1 • 11 / \;' , ,, TYP (103B) (103A) (103C),/ • '■ 1 !I El Bil lig v \I 1 WO A6.1-1 \ ,. „„..„. . •-•-----qt-i,v,,,,,,,, ,„—J.,..., 1/4±t.— i— .,..„„ 7 c...1.9.4_,:s i....7 .....11..__t__71 , \ ;,•.•;•; i 1\-1 ; ,, , • - . . • . - . '' ,':;... '.' • ..- ti -i- -----, i---•:' i,, iii,,Wil;i:;:i, 7.7777777j TYP lrf HSS •,,,,-; • ,,,, , , , ..7.... 0.,,• . , - u.„,,. I , , \/4, ,,,,,,k,-33.„ ,,,a: 0,0 FRED MEYER STORES 0, ., 11 , -.7, •<.. 9 • ' - • - • ...'-- ,, - ' .,: • . • . , - I 1 , • .. iiiidilii;iiiiiiiiiiiiiiiq ,,,,, iiiiliiiiwiiiiiivilii,11. .,„..,, iiiiiiiiiiiitailliii a 7 - I , ' "1”. ! !; ! (12N1C-9)Or : '\•\'';' -.:''.. • - ' /• • '' ' '6' . • - . ”. - 4 i I 1 5 NC. 1 , •,,,,,„, 1„-: ... '' ' •• ,, • . ,•. . a .-:.. A4,1-1 :,,6- ;',',, i ' /--20 A6.1- /- 18 : 1.. • • • -.' - •.,• ' • - .. - .. • • .•, . -4 • : 1 , ' . \ , /—20 w 00 0 ,--"'-,, '-o? 1)-1,,, ° 4' •'' • ' ''' • ''. ' • -.'6' • ''''''' • -. . - • - ••.-1,1 1 L ' 18 ,C // 3800 SE 22ND AVENUE . i'.. , A , ,,_ _F-- If 4.4.,\,_ - --' ' .- . , ' ''''• :' .. '' ',4 - -5, - ,:, ' -- • 4:/"'"bi‘11 [ A 1 '------7-1 -121 , -- • .,, ,,,,,,, y7 — 14 0 • A6.1-1 PORTLAND; OREGON, 97202 ; o •,, ,„,..2 4 .....„,„--r , I i NJ,"A 20 20 14 14 u.., • -p 503.232.8844 ti 1 i , I F-17 ---"- -------"- - i TYP 503.797.3509 FAX ..: . .. . . . , . . I !Hi' . \- I 1---- - B.O. Z9 1 ' - ,•, -, • -. , - - TYP ••.'• ,- „.. typ .. i ! 4 \ ib '4 ••, , , , t ,3 -• ..., , •, ,- HSS ;.i.'t • . • ,,,, , , : , ‘ i. i , .,.. -.,-, , ,.. .... - 3 ,3 . --=..,......._ _-- ,,,, •.- - ...„ 3-...-.. •. ,, , ,, ,3TYp . . , / / / . 0, 06, .... ..,„..„..,,.,,,,,,....,,,..,- ,,,,,,, ,.,,, `,,","■.,.,,,,- ,,,,,,,-.,,,,,,,,,,, .-, ,,,,,,,,,, 1 : • . ' 1 :: // / # / 0 / \-7 A 0 / . 10 $ i J-9 1/4"jr /‘•-•:1"7" r.:5;_14' • ''• '.. .. . .-t • '• •,, ' • - s, - .,. 41-10 3/4! i , ±41-0" A _ __ _ __ ___ _____ , : -'. - iv.), (....) • • 'i„ ,, . . • , • -i . • e-I ! 19,--\4„ i / -/ / \ \ / 4 0 0 , A6.1-1 '''''''''';'"'V,;; ;!;k;.-';;; PK;;;':'C.'4.';;; :i,;3•;',':;4;,•'.N.;''....,-"M;i•Ilg,,4%,,i. , ; ;,g•,„A:;•;01!„,,,•;,:;.:z; .....,, 1 . ZNI ;,...;;•...••:;•,:;!:;•,.;;;,•;;: :,,,;,;;.-4;:;-,„.m,:;. ;:;-:g.N.•;,:..„;,;•;-,::,,;:,..;„,;,;;,.;;;,;:,•J,;;:A.;-,.,•:1,;•!:;,,.1;4,.;;,,A,i ;,,::;,•, ,;;;;;:::•$;:::,•.,;;;;,-;:, 77=-7,--' s-- .---- ---- ---- ---L7 :----- - oox). ,_--;:.•--- .----::---:-tST==?;N / / / \ / (N! / .z.---- T.O. TYP ,6-:;;i:;::';;;•';.;:;.,;-•••:1,;:;. ' •'•::-.;•':„;•,;P3,-!-•;••••••••;1,,,;;*,-,;;3:.•.,.,:••;;..*:;•;,•:;,;.:;;;.,;;;,:;1;:;;,:,,,•:,.:.•.:•:-:;;::„,,,„...;_,,(,,;.;.•:;,,,,;:-.!,,-,.; ,.:;,,,,,„::33,,,,g.:,---,A,oi•:-.,::.;,,,,, , •... •• .. . .. , „,.• •„ „,,,,,, ..,, ..., ,.. •, ,,,,, ., „, .., . ...„ ,„ . „. „. „ ..,,, „, „... ..„.. .,. .. . ...,. ,,.. , ... „.. ., „. ..„ .. ,.;.. , ,,.- .'.'t ''"' I,' .,•• ,■, ,I I. ,,. I .,I,1 I,,■ ■I I j. . . , ,,, ,., I, f. 1 ,,, • ' ' . • - --, - ot .- { :;-:i / / \ ' r- ,. „„.. ,..,,• ,•• ,„,.,. . „.„ ,, ,„., - ,,,,-- - ,.- ----S41,,,,:4,3,4,--- a.:“.:, 4 -a,,,• ,.-. .-,--- 71... tz,--- ( /1> \ II 0 0 cc? ,.,.„1 , .,,,, „ ,„, ,,,,,,, ,, ,.,,,,, '', 4,1', ,,,,,,, .,,,,...,,, ,,,,,, ,,,,, I,■ 1 i . . •',i" . • '''• \ di //I dj 2 MULLION 0 . 0 '11:''-i'A- - '' ''''' — "" ,. \ >, .....F---- -I..- / 7/ 7 / V :C•N ,.....,,,,,,..,,....,,,,••..,,,,.•;•,,,,,,,,77,,,,•."'''''''''''''"-'-''''-'''''''•-'•''"''''''''''''' '• ' ' . . 0 • 1 . , , •:" ' '''-' 21 • . . \ .\ \ / / \ .1110 IIII A61y. •:.i:A•,,;:-f:p.,-•••c.• JA,A,,,f,:•,•,,m,•-,.,,,,;;;;::,,,,, ,,,,,,K-•,•;.,;:,3;•NN,•:..:-.•:--,,:,,:.:,;;:.-;,•,;;,3:•;,.,,;;:,,,:;..;;,:;,.l;;,••;;,,,••. .„. . N.-./ -• • -•... . - • ', -'•- • ..., • . „ . , . •--No' ,, ,,..} . ,,, . , .. • :, 4,, . ''. • -. • - - , - ; '.a. • ' ; I . \ \ \ Cr) ; ' ---- \ \ \/ ' / \ — —1 ,...,.._ ,ILT o \ 601 SW SECOND AVE I SUITE 1200 161-4" —yi "'. ..,,,•,..,:,,,„ / / 5 C) PORTLAND, OR I 97204 6 ,•,;41111k;;-;„ • 11 p: t 503.223.8030 I 1503.223.8381 A4.1 4 • FOOD ENTRY PLAN i ) FOOD ENTRY INTERIOR NORTH ELEVATION ("--3) FOOD ENTRY INTERIOR EAST ELEVATION MulvannyG2.corn. . I-,,II., .,,,,, .,,.,,,.,,,,,,...,I\I.,I,,'LI,P,0,,.•\:,l 1 .'J,r,.,..', ,,, ,,,,,I,,,,...t•I.,■...y.,,,,'.' $44 0 • I SCALE: 1/8".= 11-0" 2 SCALE: 1/4" = V-0" SCALE: 1/4" = 11-0" 1 • 3•;;:,:, - NORT--, IWEST 0 • DECOR „,.......-„,.... , (REMODEL) A v•,,, ,.,. ..,L A s . EQ EQ / EQ EQ EQ EQ EQ EQ EQ E9 EQ EQ . g:. 7r / /r /r /71, /r / / /le i- ir .e i 13 8 Allik C8) ; 1 A6.1-1 A6.1-1 A6.1-1 A6.1-1 k' , „....., '",1 TYP P ' I y:,,,::• i Li , , 4 • ::,t.• ) 11 WI WI • , ' , p - • , . — i ( : :•?.. , :- • ,,......,.,„_,..—....,... ,.. ,.-. ...„,, # ZN 0,N ■„,.,. ■•■,,,,,I 11 ' 00, 0 • 0 ...... ... ......... ... „ . _ 1 , ., ---__I -- N II !, . . Ii . v...-../ED 0 0 ,.:;,,,.,?..,,,,,1,,,,,,.: 111 -__ Li „ , . a , a .,, .. w ,,' ,,,,, • -I Y 11 ...,_i ------m • w , 11 • • -,v ...J ii\ ii it . A6.1-1 - i; 1, \li , 3, ‘,, _ ....,_,_ 4,,,.... _ .. • -1: 7.- , '. .7r= -7,,_-_,.'t---,:t.,...1,I._7.i,.-_. '.-L-t.u, L3.::„:"...,1-0:-.-- , .".:7—":"^—^ 7"---4 --- 0,C) • M 00 t) I , - - ;*6.= I ,,, ',:'',;'. ' ...— :... .. .. ' ''. . ....... ..,......... .... • .•... • .... .• ...:0::. .:-...., ..•••:. -...'. , I I 1 . 15T:6'n a cr w w H . (E) 'i •; .::.''.:'.:•:•••• ...::' :•‘•:...i.':•..... •i...:• :::::...:....:-...... :.....' :•.:::•-• :...,". .::.1.• .................:...:..',... .......- ..:-::. i r I] .. . . . . . . . . ( 201-0" ); • ; :•-•. r'''.: r ••••••: •-•: •.'••••••'. •-•: .••-•......I .,...vo ..-:[:.,:..........„- ..:-: ....-.. ". -.. .. ......... .,..'„..... - i ir , ' \ i'''''' . ." .1...- .. '..• .• :? .. ....,.. .. :*•:. : *•:.'' ?..(-.• .(r ,1:1.. . ...,•. ' ..,. • ..:°H. .::•... . .1 ..,.. :',...•.'. '..1'-'77.-\ ' 00 t), t, 0,n, 0 0„ //, -0(718 oc) # ç 00 , i A , i 4:''''I • ••• • --- • .. • .. . •• : - • • . •• . . / , • 18 .-:. * 18 ...-i- i 3P-A 1 I A6.1-1 a A6.1-11 2 L. ,. ,,.,.. , ,,,,,,, A6.1-1 , w 18 ;;.•••••„; A6.1-1 •;;;;A TYP A6.1-1 •-,;;;;; TYP , 'Y••,•4 Pir1 P i •l'j: ..:''.. II:•',:...:P....,- .... ...- ...,......c1 : :::,..:.: .: :'....0..:....- ... ... .-. . :. 0 :•-•...,. .... *:. - .: ...:. II i (PT-0-i) ' ' B.O.\ :.•. \ \ 3,3.3 , -111/ ... ... . .., .....,. ...... . -- - . .„... . ....... ...... ... ...•• .... . .,. . ... .. .... ., ...... . 1, fi , • \ \ 1Y k;:; I W3 I Og IR - # &,, HSS ; 0 00 0 (), 0 0, HSS • \__KY 0 \i-J ..7, 1; • -- ,• , •• . • - - • . f I I • ' . 1 ( 2 '... " • - ,.i .. .. ., .• •• . ' \ .•' '• .. • • • •' • •• •• • • : • • •••• •• ( 241-0" ) , . , 0 0 , - - , 0 '' -- . 0 = • -,- „-=-' ,.........:-=-:_ 4 4 , 1,. • • . .. . . . . 5, • ..• • . . . .• , . . • . . . . ,. . . . „ /‘) N . . . P Rw ' ,• , • •• • • • t......**.. •,.......m.w...* %,.........*tt t • ,• ,.. , •,*. .. ......... ,....L.w....''''•' () ' V‘../ ' '• ZN.Th N.- 's• .• . . .. . - . ' i • Cil _z ____________ ____ ___________________i , T.O. • T.O. • ;?;1•',!: . '.--' ---- - — ' ---- - - ----•----------- - - i4,_____ - \ ? \ co PERMIT SET • v: 6 -Lh. 0, 0„ MULLION - ' Og 0g 0 4 . iog MULLION -' h. „... .1-21, 11 A6.1-1 g # - , C) '#- ., C) () . , 0 '0 ,, 0 0 A6.1-1 w ciy9 z., • 14 A6.1-1 F ..„,„ .,. • k.,.;. , „.„.„ W3 8 1._.(E) 1 I-- . • 11".- 11 .30. 11 •-- ' (E) AL, 4)- -----11.__....,....._.... ,. , , , ,II ,,,1,, ,,,,,50,,,,„ ... zy, ,,, zo 241-0" -..;,, -,,,s „„...• ,,,, _ TYP r \ \ \------sx Z I „...._ ......, . ',•:$, • • ,,„, • :i.;: E.4) FOOD ENTRY REFLECTED CEILING PLAN , - FOOD ENTRY INTERIOR SOUTH ELEVATION D FOOD ENTRY INTERIOR WEST ELEVATION ,..„,,,,,,,,,,,,•:„„,.„,,„, ,,,,„,ry BR IAA,,,.,1' FL7E1 NNER,07Allir:,:r : E6 - SCALE: 1/8" = 11-0" ,...__} SCALE: 1/4" = 11-0" SCALE: 1/4" = 11-0" . tQ; ; P 1 , .•:•3;:;- em . ,„:8,4,7:,N,,i''''-'1 4lfkR,,,-,r' ,',4 r■,4' P 1 ii4 ///'''''‘,,,,, '''''''l 1 'Al 1 ,4 el . . : i I i •';,,,'::',,L, -5, ,; ,,,-,,,g.Z,v0:75e,,P,' *4,1,1 -„,,,PrOr it: Ap :6. .1.,v7 '''',,,,,") i ',■.,, 4 ' •,, . ,-,/''•:. PORTLAND, OR .,. r.,•,,;;•3 A3.1-1 •' ..'•' ,,',.I • 12 11 , Ea - 10 15 ' :7;(-''',;;;' ,- .3. •3'„- • .- • A,!:.- '' i;(-V.1k. g , • TYP ALL :1111111111111 ; :11111111111111M111111111111111M.1■IN■1111111111111111111111111/A111111111111111111111111 PT-21 • PT-21 COPING AT ,.....::„.•.,,, ::,. ..• ::;:...-:,.:., ,- .;.••:-. -.: :,,. .. .., .......-- .. . -i.: - s,..... ..--•., • .,--..., ., ,,, :•••• : ://•••••••• • ...„, ..,-,......- .,;• :.- . . ©MulvannyG2 Architecture: ENTRY !--- (F7T-7-id - --";- :\-.--...:,-2.-1:. ....::..:...).:. '',:''..::::: -..,.. , ..,.- -'.:-:‘::.':-.:::-.:-.------, ',:•-::.-//.:-7.':-.:.:. , F).. ..:'.- reproduced rritilitl%7Isr melyd.foNromp,arrtboyfathniysmdoecatzewnathz,be ,,,,,•. • , - permission in writing from MulvannyG2 Architecture. : ;•:` ••:'- •:' '•: '•• '••• •• '• • ,'• ,, ••„;t::;,; .• 4-: •.4. : i ,/ ' ',,r t ,t .t/i,'• •'•• '• ' ' '•'•`•, •,-• ''• • ,. j..:" :-. •'r i//if./ '' .19.;/: /4.00:17.4b. :. ----. •-..,-.:.r . ,-: . .,• _ . .-.. . .• ., - . . .. -.....,..... ..- . .....,_ . .. . ..-,,, - .- .., . .. ,.-,-.. ... .. -.:. , .. .. . .. . ..._-.. ,,,. .- : .-. -... ... . - , . ,...-.. .--.. .. . . .....,- ...-- .. , ....- .-.. - - .... .. . , -- .,.,, . :..... .,..... .:.-. . . -, .-: _ . . . -.....,. ... .....,....../. .- .. .,.. ... .-- .. ./..: - . . . . - . .-... ..... . --.. .... .,,...... ... ... ... :. .. .. . . , .. : ... .. ,. . ., .„.... -.. . .. - , - . ., .. ........ ,... ...- . .. ... .... . ...:.... -.,. .,. . _...:.'.. ....,.. GENERAL NOI-ES'';'''''• ' ';;;• ;•-•-:'i-;-- -•:'-- - ' ' :--.-• ' c•---•"'-;•--r ; -.--': '-`-'.-;--;•:•-- , ;''-'-' ': '''--- :- I -';- -:"-' ;-;-•:•; r"-.;--- •--: • ' KEY'•NOTES :': " : ' - ::."- -:....,.- " ''. .:'... '-' ' -.'''-.-.'' :.'--'''-i.‘:-.::..:. :.:...kE*:-NOi-ES:.••:••••.:,'-.•-•';'•..;...• .•=.-.'•; e• „...-••.../. • • .. '.•1-' - r. ;,- :.: •' ...:• '.-..;•••.;- •.'•-• '.:-FLOOR PLAN.LEGEND::: 'i-,-- .1... ;•''' , -;.•.-..;•-'-';,-;'• • ... -''' -' -.••,. --'r•.'; -: '-''l .;;:•••-•••••--:-.1 '' REFLECTED'CEILING PLAN-LEGEND .:.••. •••-• :•--. ‘'''" 1 •• • ;,- A •DATE DESCRIPTION CONTINUE ALL PAINT '':'.::-.:•:•.:.;:•':.•.:'1';':7:•• ''''. .,-.'.:::-'-':':-. :: : ;'• '•-;:-#.0' /(i.-;e/%/./..;-,h;• . • :.:-. 1.-:.•,: ...:* .:•:'t;•:,'•:.-•.-.H::1 FURRING @ EXTERIOR WALLS: UNLESS OTHERWISE NOTED PROVIDE 6" METAL STUDS 1 METAL STUD INFILL ALIGN FINISHES EXISTING STOREFRONT AND GLAZING TO REMAIN , . . . •. • . . .. ••: AND FINISHES 14 (E)WALL/ ELEMENT TO REMAIN SYMBOLS — ,,,,.•:•;;,, :=. ,, , ill■■■••.111/ .. . . . •..' •.' ..,•I ••' •• ,• . 0 ,. ••. ... .• . „• . .. ' '' - -' ' ' AROUND EACH SIDE @ 21-0" OC TO 2"ABOVE THE CEILING OR AS INDICATED ON WALL SECTIONS. FRAME D FLOOR DRAIN SEE CONCRETE PLACEMENT PLAN AND ; 15 INFILL EXISTING REVEALS WITH STUCCO FINISH TO MATCH • . ...,• .:• ..:.. ••.,-.:,....-... ••.. .3, •.• .••... ,- . .. . .. „ ..„... : .. ;....•:, • . . ..• .., ..•..,... ...... PLUMBING DRAWINGS ' ADJACENT _,.....: • ., -:: ,----- ,-'•- • : -..'-.--•:••: ; ,..._---, OF ENTRY A WALL SO THAT FACE OF STUD ALIGNS W/STEEL COLUMNS. SEE WALL SECTIONS FOR . ..--• --.--- -,. NEW INTERIOR WALL • 73;',..;,:i; '' 13 - :. .r Fr;20-1. -,... r PT-22 1 TYPICAL STUD BRACING TO CMU WALLS. PROVIDE R-19 INSULATION BETWEEN STUDS NEW CEILING GRID ..., ...2. ,...........,..; ,.; 3 FLOOR COVER TRANSITION, SEE FLOOR FINISH PLAN 16 SECTIONAL DOOR TRACK AND SPRINGS COORDINATE WITH ', ... ..... „ . . ... .. . ID-i '22 - .,r.::....:..... ,,. , •, --.:...; - — = ' ' ' " ' " , .. - - .. .... - .. . . . . . . .. .. • . . AND ON STICK CLIPS ABOVE THE FRAME WALL =miss= NEW EXTERIOR WALL . . .. . . .. . .,.. . . , . .. .. .. . , ..-- . . ... OWNERS VENDOR .„._. . . .. . • ..• .. ..., .,..,..,-,• ,- :.•.. •-. . .. ... . ' ,.... , •. . •..t., .... ,•O ''- ..."'"''^' ---- -.1 B . WHERE CURBS ABUT SEALED CONCRETE FLOORS, SEAL FACE AND TOP OF CURB 4 NEW COLUMN SEE STRUCTURAL REPLACE EXISTING REGISTER PAINT TO MATCH ADJACENT ' • - 1;.1';•,.' 17 4.., • ,.;,. ,.• , ,.. •. , .•.. : •'....'....'V • l'i,',•::':a (I5T-20 . UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO CENTERLINE OF INTERIOR STUD _ WALL COORDINATE WITH MECHANICAL DRAWINGS • -'• ;•••':•••-•:,--••• ••. NEW GYP BD CEILING •... • ,.... „...,...... CO (15.T.2 0 0 TYP li-"-17-.-2- • C WALL AND TO FACE OF CONCRETE BLOCK AT EXTERIOR WALLS 5 NEW CONCRETE CURB NEW CONCRETE •-•••:•••• •-•- - - ,;;,;;•.•. 18 ALUMINUM BREAK METAL TO MATCH STOREFRONT ON METAL ' - • - • D . SEE FINISH SCHEDULE FOR COLUMN FURRING SCHEDULE AND COLUMN FINISHES ,,, . / w \ ' STUDS ,\N --- •.,;'.•••• 6 NEW RAMP SEE CIVIL DRAWINGS ......., • -..• 4 4;, / . Z .. OlaiM ..„ . ,• .. . \ PT-10 E VERIFY ALL FINISHES WITH DECOR PACKAGE l!f„,-": 24"X36"ACCESS PANEL PAINT TO MATCH ADJACENT CEILING, 19 WAINSCOTING SEE DETAIL A.21.3-4 PAINT SYMBOL, SEE SPECIFICATIONS :,..-....•,...• --- .;•'- EX ISITNG GYP BD CEILING - DA -7r----Th F FOR ROOM FINISHES SEE INTERIOR ELEVATIONS AND FINISH SCHEDULE 7 . . .. . ,s; '':•:,' < • k \' WALL CONSTRUCTION AND FINISHES ADJACENT TO DOORS AND STOREFRONT PROVIDE 4'X413/4" PLYWOOD LANDING SEE igh MATERIAL FINISH SYMBOL, SEE Irri ; , , , 1-1--, --1-- # SPECIFICATIONS ,, WRAP EA SIDE OF EXISTING HSS IN ALUMINUM BREAK METAL , i L „,,..... .....,,,,... ..., .„, ,..„....,,,,,,...,•.. ...,.... „.,...,,.,..”•., .. •„..•,••....,...„,..„ ,,„,,, „ ® 1 N G CONTINUE OVER TOP OF DOOR AND/OR STOREFRONT UNLESS NOTED OR DETAILED Al A1.4 20 L. EXISTING CEILING GRID . 3 . ,-.:;:1• 8 --V. PT-1 0 . OTHERWISE TO MATCH STOREFRONT M GLAZING TYPE TAG, SEE SPECIFICATIONS. --t- • 0 .c•;;', -0 ,,,,,,,, PT-10 H PARKING LAYOUT FOR REFERENCE ONLY, SEE CIVIL CONTINUOUS SOFFIT VENT, CENTER 3" FROM EDGE OF SD-16 11-0029-01 c ',;;.,,,, TYP 8 • SOFFIT. 21 PM: ROBERT FAGLIANO J FOR WALL TYPE INFORMATION SEE A3.2 12" CONCRETE BOLLARDS, COORDINATE WITH CIVIL SEE A5.2-- rF7C-5,-n PAINT SYMBOL, SEE SPECIFICATIONS t--- ,-•:.;; INFILL CONCRETE CURB MATCH EXISTING ADJACENT DRAWN:ASC . K PROVIDE EXPANSION JOINTS IN CURB TO ALIGN WITH WALL EXPANSION JOINTS 9 0 j,6r, 1 , a CD AC-801 CEILING MATERIAL ( 101-00" — :•-, :-L---. ;-,3,.•• "--") FOOD ENTRY EAST ELEVATION L SEE CIVIL DRAWINGS FOR GRADE AND SITE PAVING/SIDEWALK INFORMATION. 10 OWNER FURNISHED SIGN .. ,,,,,,-• ;>,•-:',-0 k; ALL SIDEWALK DIMENSIONS TO FACE OF CURB AND EXTERIOR FACE OF OF CONCRETE ENLARGED FOOD RE 4,. 7 SCALE: 1/8" = I-0" .1V1 BLOCK UNLESS OTHERWISE NOTED. 11 SMOOTH STUCCO SKIM COAT OVER EXISTING ROUGH W- ' Ei STUCCO ) CEILING HEIGHT ENTRY PLAN & CONTINUE CONTRACTION, CONSTRUCTION, TOOL JOINTS AND EXPANSION JOINTS IN • NEW COPING SEE ROOF PLAN FOR MORE INFORMATION DETAILS - ::', N SIDEWALK THROUGH THE CAST IN PLACE CURB ADJACENT TO THE BUILDING. 12 PAINT P-1--"----2 ,i•,-"-- ;;.,! 0.1,--- ,',.:,:' .1: 14'',': INFILL EXISTING OPENING WITH METAL STUDS WITH SMOOTH • •• 13 z ›..';'1', , STUCCO FINISH TO BE FLUSH WITH EXISTING i„,. 0 a> ;':',',. 0E 'g::;: 4 . 1 • I— (1) •,,,,I' Q4—s— ,,,,' —.— v2:,,, p,'0:K•;••g:Y.;.:':',.':,'•,,"ig,1•.W:0•1••'',•'•'.,''•,,,:,,9,''.•,,',0;,.::7iM9.!,'',1M:knin'',.N.:'::;',?5•4';;;V:1‘,::^.'.1,:••;:;:;:•,;';.',,;:,:1,'':i:i5 1 . -i 4 i /^\ A4.1-1 l'''''''''T. /// Ki D 1 2 It . , 0 2 V V - ..- .• ,.,,,., ..,,, L, ,,,„„) ,,. ,,,,,,„.., , .„.,._ „,„,•., , j 8 STUCCO fw-- --e,_ ,r EQ EQ EQ EQ EQ , 13 7 5 / / 1 / f / 14 / L:> _A •� 8 13 ��'STORE #00375,,,, ,,, ...,:,,,-1., A2.2 © ° / Y`. I �"T-01 15 15 A6.I-1 A6.1-1 TIGARD _ --� .-. y STUCCO TYP• SIM - ----- - '��-- -- ( 12,_0„• ,.........DIIM 1 _ 1:, _ 11565 SW PACIFIC HWY _."� El W1 TIGARD OR 97223 s mm �^1 • _:, ® ' - 10 - STUCCO 0 ( 12-0 18 3'-6` s y p _. .._, / W1 { \ ..„.. .......„ .. 41 b -. i ......1::T p.( .21" ,/�:.- 1 // // // // //z;. - • ' - ..,,' . . ,, ' -- . ' . .. . .o �" ® i (-1-3) 8 •-- w • i.,� X17 14 :. ' A6.1 A6.1-1 FRED EYR STORES. r 6 ® �� " .. YP - 19 I " TYP TYP TYP I� o c :i 0 0 ,, L L L - A A A A w 3800 SE 22ND AVENUE , 7 %..: :'"' 'ill r: . „ 6 :''' , 4 M o 0 0 0 o :.' . PORTLAND, OREGON, 97202 I t. , o i o 6 A4.I-1:,;:3 0 PT-01 .• •. : •. • . . -� • \ 503.232.8844• • \ •' (127XX) (100A)•. ( W3 ® ••' .•.• .• •••. ,. ¢ O. // // // L // L L L // © // 503.797.3509 FAX Q ci0 0 0 0� 18 � 1 18 � f - 21 • - . i �-- 8 Y , �° E'.- : :: . .o Z A6.1-1 A6.1-1 \A6.1-1 w I . , • -80' €.. I v A6.1-1 TYP TyP�. N 17 �, TYP . w 2 � v � a _..?� ...„._... .. (:::>- i if;, � J!1 � X59 �iN k ,1,/ k 1 1 } S+�•,.,�. ' �> . �,3 3 � � -. � .. Z ��"i l ii t ! " oy� i srtl Z,y 4 z X � u i,.,;,, ! .;. ."f yyy!yyy :t 1 .m.>,,:, `t M; ti{ � _ } ; ♦ I :l I :--.: l4 -..t �S} } '` 1{, t� (:.1 1 t 1? �' ' i:"f 24-0 C6_.:} ,4 1. �• - .. 11"�f ( I:i -fi L L L _ 4 k� o 0 0 0 0 Y �� .;: k¢:l 1 d L -19 1 PT 01 z o ';..=4.1-1 5 � o \ _•1 f A •<;. .. !"` Vi•: i- >f:,.r" - • � , , v t t r z ,{, .,, STUCCO , k t y..; i 10 . J / i \ / C ..,,,. ;(�� '?,•, +,7 , ..,.■. .fit ... {i•. ■, ..,, ' • ..:� lir!� ( 20-0 �� . 1 ' � ' -"' :' - � " •. ''��~ . : . .. . . �_� = T:O. - o T.O. � f' _ . i_ - ,• • z dIIIk 11 MULLION F. . , 62 A :; _ ULLION 11 , 0 go () /s - ., ,,,,�,, i / 601 SW SECOND AVE SUITE 1200 ,� C •--- M / M �, . : . x a . ..2. _- ► ' t .,:.• " " '....0 -.: • J l ''; __ , ! a 1, 1 § A6.1-1 0/ ), A2,2 _ _ ; = ,=i <g) - r �," C� c� PORTLAND,OR 97204 4 _ \ \/ / I- I I e \ t 503.223.8030 I f 503.223.8381 ® f(128X)- .:{ I "' A6.1-2 s:. I•v TY �\ - 'A ., i=1 r"""""",""""11111 ■�` �h.. � li■ ' (•: " - ; , •: iii SIM : . I. • �� (` r.Ilii t• 1 •I s .. • . - : MulvannyG2.com „ 19 , * e r • . 7'*ft . ''' --- • 3 HOME ENTRY INTERIOR NORTH ELEVATION • ' ': OIVIE ENTRY INTER1O • WEST ELEVATION ,„, G. 1 5_41/2 1 _ ' `' 1 P .. . �._..: ., ..,., ? �� 4 "' w i LDJ n _ ' n r� _^ �° ,,_,_ •�-��•� .. � ,�T 1 .'. SCALE: 1/4 - 1 -0 SCALE: 1/4 - l'-'0" • - NORTHWEST ', , . I- ry, 1: to STUCCO . • , �; • 6 . • ,,, f .yp r t•,7k�i }4.'..■.,...-,.. �1!, y .5 t I,r r{i, i i n ;': 2—3 1 I 3'-O" J 6'—O" 8 1 " � = 95A I 0 , = Ili El � i � X 1 STORE ®0375 6 © 193Af �'� C r;lftrl(rit(IIFI lfi , .L.....�. 17),.,,,\£ iF.v....n,£f..«w:«. f . J ^ �� TIGARD it it II hill # j i£ c;. 4,-) ' s' .x " ,:i: 1,-..- n s`j41 IS atIzi ..yi_l�;. It,,,.,„s;, Ny-^^e»z:Us <. ( x m„m f w x m m m wm, m„_ «wx m mm w m m_ M m m .. m m..x ,m m w �n« m x.^ m.«m x m ,�w, m_ m ..m . «, m wm x » x mm m x.. m., w., k { { m `,"'-. 4 { £ i f 3 r m M`�« ,m m mp-d ....x,, m M m w wn w m ..; D 1 F >;• € ? i f hi ` ..F i�_ _ STAIR#1 } I � 1 84"fAFF TYP •® 11565 SW PACIFIC HWY �fi { w._.w.,x.. ..,. . I f 12i K i TIGARD, OR 97223 t� F' i M �{ q," k, ,4 ; # AFF N s f t _ .{ .n,..,_.,” x{7'1# I © a F a1 F 8 �_ . ,_ III F - i V i F T� ,' €a ti= - v mwmwv z , w. «www mww. w..w..«mv.vw..,xxx.r«... 2w. m * mmwmwwwMmwmwwmmw, www .. .* xxm ;S R omw mwm .w1 1 ,, 1 '. £ .Y ~FT ��LiI_: i ` 14' 51/2" -# s F3 F R t j E EYER STORES PEMwll I} MOM INC. tl ;S C { F F YI' F�t} � 3 STOCK PEM # F FURNITURE _ _ 84"AFF `• , } 123 k, _ ._._..«_....__ f l 120 192 x £: 92 SEATING ,{ I { I r 128 :''� 3800 SE 22ND AVENUE r }3`1 F _TYP I �, El PORTLAND, OREGON, 97202 F ' I `F a� jr-; :: i I `t 503.232.8844 . i l J 3 !ii it __J J'I ' �-- i= c- { _ ___ —,1 ,;� 03,797.3509 FAX fit` 4 �� A f w F COFFEE �,, I }, t x i i I ,i ,,c• �, , _ o _ { l KIOSK ' t::-r:--' 9 _�._. ©129 t It , r• , , r ri t ) a , 1 t` - S ;, ti } �£ •' s ',ti d'rF t +� ux ,. t 1 h C j '�#o %. - € r-- ( x, ,s IAr 4Sr5V , , r ^„t+y 4i ^ jiaa F t t , oay t �. i,a}1 , t , 1 t t s � I I tM 7t�'' - e` F f i +1 :f i # _ - - i x I ' u ' , ' ,i t. ; 4F Ys F �. y .A t V ^F A p I l : H Y Ai 11 , 1 �: ty y 1 1; L1 ra t 1. - 1011 ;'3c e { -yy�, r, i^Z J 1( ij rif 4 ,I t t r•r d,, ,• # i _J"'s—._c ,;r.7 ,. .. .,, :,. , �1 ,.i r I s , �r a ,u e v y,, f i i# ®A Mill f I i { Q WP 1 F • 601 SW SECOND AVE I SUITE 1200 Mi• lt'' ` 1 FIRE l d� (123A RISER :;\ F# _ PORTLAND,OR 1 97204 #,l r , i ;'I I I 153 I_ I s l t 503.223.8030 I f 503.223.8381 a l— , I aL ,i #-« ....« x..,........ ..«..»...:..........«.... ., »...:.«.........r«. .., .. nw...^ ....w..n.rx.�xn...... .,w.....,w...u....u......,v,.+r.e..a .....v.. .x .......,..,.....,....w.w...,... F u...v,w..ax _wn r w.ru.x..•g¢ .-.x.»..._ ..n ..wxi.., ».w......a.,..,w.w,r.,yww.r+.• ..r.,.w. .....m.w..,v»...n....,,.,x. ,..,,,... ...n ..m.,.. ..•m..,.• .,,.,-r..,.,^mw.«wxn„x.r.,x,,.xm.•.d,..-x.r,.,..:«.,.wxm..,..,r,...«,r,.,r..,. ,_.x.,.n ,.,«.^w.....r,., n.,,.,«,.,,.. w „x. ... .. .. »,.,. ,„x. _.+ w. ,,.,,,. .......... x ,....-..xx„«.,,.,---v...w^.-«..« .,r,a..,..,.:,........x.r•....,,....w....,..,.,«m-,.....-..,..» .......,«..,.,,........,,..,....,.... ,...-,•r».m., ..,.,....,...:......., .... , ,., ..... ..,,... x .... .. ,�._,w.w,.r....»...,. � x.xx ..--.,w.,.v...,.+w..v. ,«.ay.,wv „....xr. •...+......«x,.....:«,.r..,,.,.,,,...,. .«.,+,...v._».,...,.«.,,,.«....xx......,.,,...,,,•...,.....«.. ,•x.m,.....,,..., ...,x,...,..,....x..,.,,..,._,...m........r,,,......-,w.m...,.-..r.,-......................_...m,w,,..,.... ..,. ,.... ......w,_ .. ..,».... .. x .. ,... ._...v ,-..m.^.x,w.. xx.x.^.mx.. ^ «,,.„x.x. .. . v...,xm..vvmxm....,....r..............«„.,x+....,xm n +• .....x,v......,.,....,,.«"..x,..„,.x,...-.",...,..,«.,.,... . «. .....x..:...,-,..a,-«M..,......,x.,,...,...-,r ..,......,...,,,..x.,..,.....,,.r,,,.•.........m,.....r.m...,..w...., � ........ � �3j 'w..+...•..x. xn.,,.....«. .x,,.,x.....,.,,w...«.awn. ,w. ..,.«.w.«xnw..,.. .....xxm,,,,...,.m,,,.,,:.r...n„w„wv.....,.w..mv«,+n.mvn.,....w.„•.,.mw.nw.x.....m.v.w..,..».. ..wm.x.,...m....µ..«w,vnvw..,,vv.,.,,.,.....,.v.. ...,.....,,...x...,.v.,«»w.,..........m,.........m«w.,.n,,,........ «,.,..e..........,w.w.m+w..,,.,.ww. .,.«,..... .. .......«vw,........wm,...,,..w.vn.........w,... „w..x.,,vrm... ,vw.,..,,wmx.....vv,..»,.e..,.,..,wx..rx�....,.,,..n.....rvmm,,, ..+.wx.,........,,•.,,,..._mw«.,....,,,,«mm., ,..,,...«,w.....+.w,.w«,...,,.....nv.....«..mwm.w,nmmx .,v ..«v....w....,w..m...,»,.•.vm^wwwn ... ......«xxm vm„..,....,n,,. .,...m.....w....,, '...,,,,. x fk ” µ F4 rl•r SS i .0 C y.,v.mr„na„wwmvti.rw•wx..wnv.,v,. , f ,,.,,,,,,,,, w- r.xmr,vx w w • A,..w wr.w...w...w.nnwv...........u........n...,.......u..,..0»...._.....n:.n......u...,.«..._...... .....«..:.... .....,... .».._.. f l d» .. w .. ............. ..w. ....-r-......n.:.r.....x...n....nv»m..,.n •..:».,...u....c.,n,»,w.........w.....-. u., .. ... ... ...., ...... f ,: w ...n x+ x r••r. «,w. .a.....n......r..n..n.n...,+,. ....run ...».,...v.u....«+..r..x..,...n.....r..vx.......... .... .. ... . ....«. ..««».....n......nxr.................n.......x...........„,.n......,,...w...n....nn�.............,.....,.....»nn. ,n.nn..«e.nn......n....•......,.......,r........,..............w..........r:.......,.....L..n...«....,..»......w...............:....................».......v...w«............. ....., ,..:. .............n..w...«....,........,,.,.....,w..n....«...v...._..._.................vu..........v..w�.......,..,..,........,........,..-...._n.......,,.......x.,......_r.........«...-...«....... -........n..uu..................,....«,............x.......«.............. F .w,..x»..•-m....x..«..« .. .,,........,.......... t I 129 Mulvann G2.com Iq ; jj., . , _. NORTHWEST DECOR .. • PEM/ FURNITURE/„ . 1,, • C-1--- „ (REMODEL) ,, • ..) SCALE.. 118 =_ 1,—0 • .I ,Lip, • 34� rt yn {. Y ;yv., ��r3 A i 1 0 t C g 1 3 , 1 4 I i r"”' i i 0 i f - - 'kwd' -Qo� r 21 21 � ” -; , , . Yi w. A 1 1.4-1 A1.4-1 1 B.O.F.AT F 0 QI I 120 y. # k F T yei _ .+ 4;'vb..l:#^:z"«+ hxo°r.<r Y}n..K N n.A'.;w S. �.s ve•s*1 .rs' # «..r. .......�1 ii fi4 .m.,-.-:,,...,......,.n,yc' .,.'."«.'""."." 5 .,..m ......x..,».. ,..m.... .m..«. t{ ,«.x,....,.. - ..,....,v .. •m...r.. - n # .,,«m.,,-»mom:......,. ....,¢ ,,.x...., ,.,..,vx w ..m..... .,..,.,,,..wm.« «..,...w.... ............ .«.n._.x....»,...w.xm.,n.,.x.,..„ ._44.4. i "0,111 * •■■ _Ill.-4 I'4' i '-', , , t' ii.t' ETO I '11 s, ' _ / 1"T 8�' I [ , • F�` ` y I '--'1.-11. ► !" AC-802 , T- �—• :I I .�x 12'-0" I i I I ' # jl2'—O" # f £, ,00.444 , ,,,, , , ii 1, F 1, �... � ...,.,.. .,.�..m„ ..,,,..m . �.... . .«m » n. .xx.. m m .,..x « . g n x —.4-; x » . 1 i , y 1E . iii « x » « « m , � „ x x m x m x _ ! , l•ri I 1 i 1 11 ' f J \� Ft j EE :1'; E i i i I F '(I PEM r I { ii i STOCK PEM FURNITURE II_CI i , . . [ . •I 4§#i 1 -, I ! � i 4 ti I ,,,.«,,m.,«,.,..x.m...m..,.,.n__«,m{x x..,:,x,l F 120 E 192 _^.. w..n_.x .«.., COFFEE ?' ` iI i I 7.7.---?.- i ;i I r\M1, - l i l t s. I 1, oil ,', '"' `"' SEATING #; f 10 1 i 128 I E , ; K T-80 1 i 1 0 { I 1� F Pii;i;rb `4 ( j 1t ' COFFEE 1 , E. # MIT SET F 11 �` I I£ KIOSK €i v. — l o ' t ( I t= }rti # •,. .{ Sggt i,ti - S 7i' I{ 129 ' 1 1 .30. 11 *...■.. 1 i It ti i t— I ; I [ -- AC-805 l {•011°1411111■11ik■,...' '' 4is � of x m ,w. j FIRE t._ ,' 1 ; 1111 Ili # ;, f '( RISER fr+ 3s F 153 I._(E)�i 7` � W ..•., x m , _, m.. ,. .xxx..x ..... «....,...xx.r.,..x.r.. 1,....-.,., r. ,.. .... .. .. is d _....,m,..xx...«....................x.."..x....,,....,w.x.x,...... ,,...,.».,,.,, ..x,,,,,.,..,..x......,...^„ ,wx,.x.,,,.....,..._,..,.,m..,,,,.m..�:...xm............... ,a..,,.. «...x.. ,.,w„ � .."...,...•. �,_ ..,,, ... d� � `,��## .„,.m.m a..x„ .,•..m.m.,.,..xm...m.. ...,..m ,..,.».. ....._^ ... - ..x.,•x. «x.x•.x ,,.m...,, xrxx,xm,m„«,.....xx. ...,.«.... ...,. „„�•,,•--.,—xm.�.x_ ....,..x...a 2 ; - ..x.. « x.«x,,,,«w. «. .,,«.,..w...,..»................m.»...,,..,...x•. ., ,. „m - - .,�1;.•.m.,..m-x-.x....�m ., ., _. ...,_. S, ,-..mm .f ,%.,- ^b�.r t�' ..,.,.....,..,..m..«.,..w.,m....«.,....x...,«.,,. n.m... m .,«.:«,...«.,,,.n ..,...n.,, ,..n,,..m..n. b� ..,m,,..m,..m.......,m.. "....wx.,«, ..,..«.,x.,..m.,..m....«.,.M...x,.« .- ...m.......«,,.,.,...,,.,..,..,..«.xr..,.".,,...nm,...,x...,..,x. ...,x... .,x..,n,,,,.nwm,««. . «,.x'^-'^,.^^^,,.,�.. ��'4a'r ,M: .,r.,....,..w»,.m..., ..x..xm....mvm,.w«,wm».« ..,,x.n,.x..xn,..m,..,,.xx. .. �.....,,... .,.,x...,w...............�..,...w.x ......n«.mw.m..,., �.,m,..m,,..,..,»,....,,,.,.n,m..m.,w...x.,w..,.,,._..,..,.„n,,....,,.,•....,x^,...•„.,m�.mx..,,mw„«,,.,,.....mr,._. w«,,... ...,...,,x...x.,.,.,...m,...«..,w,. ...”. 'c._..x......w .. +E J-: {� xxxm,w. ...n .,........nm.,,,.,,.,......,..m..r,.,,..,...,x.,,.n,,,„,.,.,»,w.«.,...x•m.....,.•n..,....,.,x..,x.x. .,..,.......xm„m,....,,•..,..T.........«,.......«,......n.„ ”,x,1.,«.....«,..nw,�,x..«xr.,,,�..«...,,'."«."...........:...mm..r.,r..n .,,.,.a- ...,..m, n,..n.«..,«...,..>:,...,,,.x,«n.«„«w.ym.........�...x„w,..-x•.,.W.,........«,,.....,..«y.s..x,.."."."". {°; � u�;5..."'`t �� r _w w „ x i t BRIAN R. F. ERAil td4 x - _ - .. - - . '"n'"""' «....,,. «x..mr xx....rrn .«n..-.m....•...,_.x.r .. «, ,.m.,.mx,.r x .x,....«....,w..,..x....rxr,.m..^«.xx.. ,,. «. '" ......x.,. .,....»x.x....x..,.... .. _...x..x.".n«« .x..,..«. — .».....s,...,... ,3»x...•.......»... e.«.F •...,....,.w-..ax Ii.• 3 t IP ,i1 . NOTE: ALL ELEMENTS ;X' � BE. }•'Y .. " Q51 , iiii MEP 111 I 'fil, El=r-- I .---J € ABOVE CEILING GRID SHALL � 1 �� s BE PAINTED T=81 ,,a, --.„ �� n 4 4�'�i i14 /r^1,i;f0,..,,,,R ka �i .er i, iii - - _ - Frt • r t y ' ,r.. , PEM/ FUR' ' ITURE/ STAR: LICKS REFLECTED CEILING PLAN , • •,, ,,,,,•,,:,... po. . i D, O .!..• .. . .0,,,;, ,,,irH,.,,„ ,j .., , ,, 2 SCALE: 1/8 ." = 1_0+� r y , _ ..., ,;.. ,_,. ,. .:. .. :,. 0 MulvannyG2 Architecture. Y GENERAL NOTES _ ' All rights reserved.No p part of this document may be• �. .: _ KEY'NOTES' ;,; - F - ,P, OOR N LEGEND: ' " r` _ reproduced in any form or by any means without• FURRING @ EXTERIOR WALLS: UNLESS OTHERWISE NOTED PROVIDE 6" METAL STUDS 1 1, ,I permission in writing from MulvannyG2 Architecture. i) - STAINLESS STEEL CORNER GUARD SEE 17 (E)WALL/ ELEMENT TO REMAIN ' @ 2'-O" OC TO 2"ABOVE THE CEILING OR AS INDICATED ON WALL SECTIONS. FRAME A DATE DESCRIPTION rr,t: A WALL SO THAT FACE OF STUD ALIGNS W!STEEL COLUMNS. SEE WALL SECTIONS FOR 15.1 1 " -" - NEW INTERIOR WALL • TYPICAL STUD BRACING TO CMU WALLS. PROVIDE R-19 INSULATION BETWEEN STUDS 2 ` �`�` STAINLESS STEEL END CAP SEE AND ON STICK CLIPS ABOVE THE FRAME WALL NEW EXTERIOR WALL B WHERE CURBS ABUT SEALED CONCRETE FLOORS, SEAL FACE AND TOP OF CURB • 4 '; UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO CENTERLINE OF INTERIOR STUD 3 COFFEE VENDOR KIOSK COORDINATE WITH C VENDOR DRAWINGS NEW CONCRETE �t WALL AND TO FACE OF CONCRETE BLOCK AT EXTERIOR WALLS D SEE FINISH SCHEDULE FOR COLUMN FURRING SCHEDULE AND COLUMN FINISHES 4 EYEWASH SEE PLUMBING , , , E VERIFY ALL FINISHES WITH DECOR PACKAGE FENCE {'(,' F FOR ROOM FINISHES SEE INTERIOR ELEVATIONS AND FINISH SCHEDULE 5 ALIGN FINISHES —x X mi WALL CONSTRUCTION AND FINISHES ADJACENT TO DOORS AND STOREFRONT NEW GYPSUM WALLBOARD ��,s G CONTINUE OVER TOP OF DOOR AND/OR STOREFRONT UNLESS NOTED OR DETAILED 6 LINE OF FASCIA ABOVE c. OTHERWISE WALL CAP PE'Ift .1! PAINT SYMBOL, SEE SPECIFICATIONS 7 U + H PARKING LAYOUT FOR REFERENCE ONLY, SEE CIVIL A3.2-1 MATERIAL FINISH SYMBOL, SEE . .. . _ .,:, . , .. ..•. , o FOR WALL TYPE INFORMATION SEE A3.2 5 W# r 8 SPECIFICATIONS ,r K PROVIDE EXPANSION JOINTS IN CURB TO ALIGN WITH WALL EXPANSION JOINTS 11-0029-01 8 J, 8 NEW STEEL STAIR RAILING SEE 0.03 G.03. * GLAZING TAG, SEE SPECIFICATIONS. . PM: ROBERT FAGLIANO L SEE CIVIL DRAWINGS FOR GRADE AND SITE PAVING/SIDEWALK INFORMATION. ,� -0 PATCH AND REPAIR WALL FINISHES TO MATCH E 12 DRAWN: ASC �F� M ALL SIDEWALK DIMENSIONS TO FACE OF CURB AND EXTERIOR FACE OF OF CONCRETE 9 ( ) a° 'r' BLOCK UNLESS OTHERWISE NOTED, ADJACENT WHERE WALL WAS REMOVED WAINSCOTING SEE Illllillllllllllllilllllllllllll!IIII A2.3-4 m CONTINUE CONTRACTION, CONSTRUCTION, TOOL JOINTS AND EXPANSION JOINTS IN 10 NOT USED ENLARGED PEM 2t; N SIDEWALK THROUGH THE CAST IN PLACE CURB ADJACENT TO THE BUILDING. MOP SINK SEE PLUMBING PROVIDE 4'-0" X 8'—O"H �' �� ° ALL EXTERIOR GLAZING TO BE TG-01. 11 N FRP PANEL EACH SIDE OF MOP SINK CV o 0 STARBUCKS PLANS WALL COVERING AND WAINSCOT BY COFFEE >� r ,+ z� 12 VENDOR, COORDINATE WITH VENDOR DRAWINGS• Z m z • , .O o s= t:, • O .— J i ii v s` Q_ o_a,'r'ii:;a - M 1 7a r ,r r' , ,F ii 1 Y::.la A, :'��o t . - - - ,...1 .:, ,'i .I, „-r.,I. „ ..,s .. ,1 yl .i,,1.t� t..., ,1ty«...., ¢t,, :, . .. ' ' .. . .. . .. - . 1 . • ':,I.N;•;;;.;•,•,'.:`,;•.•-=;::k.;••..2„,":•:,-."c4;':?;:',.;,,,:-N1/,‘'.••::',::0":,,,, :::•',',;:• ;1 :'?,,'',•41.",;;:•"•',;,',,,Y":':•::".:•:;,,, ,.'.•:;'•,;•,`;',; ,1,•'9K';:g'.:.•,'',-,-;;,,.i,,;;',:.":.;;•:, •,,,L,./ , i,:•;5,!•"•., ' ' I . I , . . :tti,i' ■ . . . , ' .,,, . , , ••—•,`, , . C .•, r••••••• • • • ,,,,,,,,:i•••,, ,,,;.t i',,.-A ,, _ _ ,„.,... r-- ,,,'"'---1 d., ,, :v,.i.,,,,_.:::-.',4•Ae.,a, ":. ,,:•:'''g.:„,,?',i,'•,4-.:,.'.',If~',‘::)•'•;:),,..,.. '''''er ,.... i A / It e") 1 ,,,,,:.- ,t•Q.--",'"..,;:;,t,: "".,.;',-t,t,;' :.t•:( ;"/,',::::''q„:,:„.,,,,,,,, ';,';,t;;.,,,, 1 I i i':..0 k\s,„,,,,, , >) . , 1 . ,', 7 1 i . • STORE #00375 , 1 , , TIGARD 1 ; , • . I 1 ,. , • i I , / i.! . 1 ; L .,..... q 11565 SW PACIFIC 'HWY•.,! r:.-Ki 1 9x),.. .,„—,„.„:—........-_,....,, _„,:;,--- — — —- —1 - — ""----nr-— • ,. ,. - , ..,., , . CI 20X) ,,. / `,,.. / ,,,, .., -.) - TIGARD, OR 97223 -- ' • 5,./.,`•:7 . , 1 I I / ...,„„ ....•.„,._.,...„,....,.• ,,.„„,„.,...„..,..„„.„,,„•...,.,,,,..,.... ,.,..,„.,.„.„,• ,..„,„., „..„,.,..., :.,.. '44 / .//' j 1, 9 1 9 -" ' I . .A'f' / // ; 1 i ; 1 / / '''' / 7N( 1 ,t_i MPU / ,// 4, / 4/ : , , , , ! 184 , i ; „ t .,.,,gg / ,-/-7./ 1•1 1 1 FRED MEYER STORES i / /2/ i , I i , „,•,,„ • ''' 1 , i INC / ,,.... _ \ - - / t'. 1\\. •.,,,,'"/ ..,, / / // o 0 3800 SE 22ND AVENUE , ; --,-, 1;1 .:;,-.,,,,:,,::,•,.,•,•,,,],,,,,-,,,.,,,,i,. // •/; "// i .t-o . PORTLAND, OREGON,, 97202 / (7 : , 503.232.8844 ; , :0, :,,,,,,!:•,' 503.797.3509 FAX 1 I , i . ,;.;.,,,,,i .,• 1 1 t 1 •.. 'd,,-6.,:f ,•,;.< • , _....._„_. -,,,,,,,,-„fi,_:•.;,.--.,,,,,;', , ,-•;,,,,....,:,,,,,,:,:,;,.,;;::;,::::',.,;:',E,,,,,,i,•,„iv:•;;.-',i;‘,';','•Atg:i .,•'•,A,•;• ...-';,.';f,':::',.-: *;',',J;:,x'i',.,;,,!:',-;:,•-,'5*;:,:;',:v,'-,z''': ::,„,1,,,,..:„„;,.;•..-,;,,,,,,,,,,,:,,,,..;;,,,,,i,:x,,,i,:;...,:,,,,,,,-,;;;;:,,..,,,,,,,;,,,,,,,,,,,,,,,„;,,,„,,,,,•;,,,,,,,,,,,„2.4,,,,„:L...,•,,,,,,,ii,..,;.,,,;,„,„,••.;L:,,:..:,;,;;„;;:,:;;,•,••.;,:.,4•;,..•;,;,..',,,,,,, !.•,,,,:„;,,„ i I , • ,› 1 i 1 !.;!i • ,,,,,,,,, ,,,,,,„,,,„;.„,,,„•,,-„,„:„,,,„0„..w.„.....,,,,A ,,,,,,;;;;;,-,,,,,,,p,A5,,,,,;;,,„,,,,,,,,,,,,,....,,,,,,,,,k,,..,,,„.„,,,,,,..„„!..,,,,,,,,,,,,,,;.-,,,,,;„;,,,,,,,,,,,,;,0,;;R:,„,; . , / I :c ', 144'/;,4■':''''',1',;, c1',0:;',k,A3,60*.,AtQ. AP,*.1.*'40.4, 0.''''' '''''.4; ..',' 1951 A I 1 ,•,--,,, ., ,.,, ',,.4 • I I , , ...,,,.., _____ __ ! — -- 1 1 • ,,,,,,....,,,,,':•;,.:,,,,...,w::!?:-,:,.,,.,i.•':4:,,_: .,-N-,,,,..•,,: •.,, ::t.•:,:.:;•t;:..,•.!•',J.•....t, .,...;:,.,:.:..:r,,,,,,, :,:..:,--. .,:z..:',,,,,,,,;•-.:,:•,•,::.•.,, ,,,,,,„,-„,,,,,,.„.,,,,,,,,,„.,,,,,,,,,,,,,t,„•,,,,,,,,,...,..„:.,,,..„,,,,,,,,w.,,n,,,,,,;,g,.,,,:,,,,,,,,,,w,,,,,,.., .,..,,,,,,i7,-,,r,:,,..•,,,,,,..z.,,,',:,,,-.,• •..„,,,,, . L, , ,...,,,.. .,..,.. .; ,,,,, -,,, ,,,..■ ,,,t. .,.. •,,,,, -,,, „ , ....-' .. . -,... ,..., ,,, .,.... ,.. ,. • . ..,,,. .,-,,, ,,,, , ....;, .... , . ■N',' i t • i •: ,.....„,,,,--- . ; kA c,,,,,,,,i .t,:,•' • l':''`,',i'-.t,' -, k;•k,•:,6,,s'.:)...,, r,t,.:,',...-,:,.,_, ,.••;,.• ..,‘:,.,.,-.-'' ,,:ft.,,f, , ,,4.g',x,,-,,:_,, ,,o..-,•J;;WA:4:0'T.M.';',5'..;:'4Y:',•;;;,,;:,.:,',•:,,,,, ill 1 0..,:..0,.„,ov,,,,,,,,,,,,,,,,,,,..k,„.,„.,,,,:„.mp;,2,,„,,,,,,x043 .k). wit:,..;,::::,•:np..:,;.1:,,,,,iyi.:,•,Y,,'0.k.,s,,•:-,A,,,li•k;,',3),,,i 9 _ 4. ,i,,, _ ;0 1 9 ;III _ 1, . .,, 601 SW SECOND AVE I SUITE 1200 1 t t i 'l'‘ ; t t 1 1 I 1 I ;III PORTLAND,OR I 97204 i 1 11'i I li i • 1 •t t 503.223.8030 I f 503.223.8381 I t i il 1 t 1 t i i i ,•'-':xt't. 1 I I , . .t . , ; t •k..istft : t t ".7.-7'") i i • _____,I, 41,! I N i 4t'•, „..._iti: i' _ _ — ___ _ — — ,, • I 1 1 ,,,,,,„,,,-) MulvannyG2.corn Zt., , 1 1 i r--X , i i i 1 I ;::'• i 1 # .''''''','•',1 i ,„ . I i r'N 10 , . _i ( , t / •ti ' ,, „ ORTHWEST L----y,-1 i k• ,; ' i I ., • , Ili, . DECOR • t 1 s t i (REMODEL) . ,. (122X, 1" 1 III . I 1 1 I. 1 MI A (1 56A) • 1 i t:i9 „, „, iii 1 I !-:, --, i fi i I t J 1 I _,1 _____Iii _ . _ ______ _ i 1 _ , _ tti i ,. , 1 9 % i 1 1 1 9 ; ,,,, • .1,-. GARDEN 1 ••••,i li I •:".,;_;,; ;-, „,, ; 1 156 I r.;:-; . .1,i, U i I 1 i i ,.,•.„;.: 1,,!.,I ; 4:.'4. , t 1 ti 1 .........._Li. _ .______ _ _.........___ _ _____ _ ___........ .......... ...._,+_..... _..... ...........____ _ .......___ . , , i I i i I rl N!'• • i 1. ■ • 1 1 • .&\'''',‘,,,.2 6,••••• i t '1'I .1•,• 1 1 • . i • 7,_:, 4 • I•';'' • 1 1 i It i '!;',;':1;, i 11 '1 11111 • ! 1, 1 1 1 I , t t I t ti i I 1 t,t t,,, 1 I . till . — ;g‘! I 1 1 1 • 1 :I,1 e, , ,,( • • 1 i , # t I 't II i, f' '' N\ i 1 i / V t / --- — — — . — — — — — -------'x —11--- ! L 1 01', 1 i 11 1 !li !li t x I I ; 1 g ; • 11 ill! i , I I i •:. ,z Ai 1 1 r i •! ,''' 1 i 11 1; , 1 1 e:fi ■• g i 1 ; 'I I 3 ,., ;1:• ! , I I I A3.1-1 . , 1 1 11 1:1 , , ',.‘..,‹ ,.,','''.' 1 • ■. I7 I 11 •:''''''' i 1 1 E0 ...j : i i 6” II El . , (....) . ,, , • . . .,„.,., ,, 1 .11 CLR 1 il - ,,,-• 5._ ..,,,. „ , , - . • _ _ ,.........___,..,_...,..............,„_...—,-1.,..... 1 •,,,:=.,,.,,;:: ,, , . . ^.....i.-- ■ -7---, . ..r(r.... '{iY ' h .. , ---- — — • 1. ,.., - --........ ..___ — posir. 1 .........._ .....„...-. , , • .ii,i 1 i . „,„.., ,;,:,,,,N,.., , , . • _________. ____ ,,,, ' 1 II ., ... .,: PERMIT SET 1,311,1 ,. :,•,,,,.„, 1 ., . _ . • :, • k;",:. ! if • •'' • --., • , ,. 1 I . 0 I I I di • : ,. • • , „lin . . . • , • „ I , . ... 1 1. • .,., ,,: ' .,. 1 . :I!, i ti: ' i 14-' . ' '•' i ', A - • , _ ___ _______ _..., _..„... ____:::........,,,,,_.H._” 4.; .....„.................._ ......._ ......_____I 1 I I • t l vt• • . : L t t'1 . .1P! .....,. I t•.,t, .---- , •tt," • .,..,. :4•,•,' t ,t,. it. i I . •. ..:::, ,,,„,-- I ii<1 1. • ., • i ;:), ...,.• , 4 ...; . - . pt t . . • wi',•ctt tt.t. ., . ,:7.f, t tt3,:. • . 8 i ., • ., 1Iø . ..:-• ,. ., i i I I • 4 i.i, ''5.,•, 1 .; ',"• - ; ,.., , , •III . BRIAN Iii.„, ARCH1TEC4', OAS . .• • ., • M,i: ,:!,,,,,,•.,„ I ii..: --„,......„ ... 186 ,, . , —• ,- , ,•,• — n — 1' ,-, ,V . ,7.i i, • .,,,,a0V. ' 1 ;: ,d''''''''..,,, OM . 1 id lis-• --II . • , .., „ - 4, •I 1 — _____i ; ,, ••,, •,,,,, i I ,,i J . I . . ,•;..4 i il h,.: • ' 1 -, - Fill .... i I .1 _ ,,F4c 1 r , ., , : -, u 4 ' .41,,:,, ''-,; :' ' ' ii""' 49 A D . , ,,,iill.','•.1,..,',.:-,„• ''''''. •'i,,,, 4,•,7:•,,,,,,;taiHi't:" •?,;ii• :,:.•:, • ,.. TYP '<II-15, - Aro 2, - r , , ,,i • .-• - ' . • ii •., '''A '' '' •' -"V''. 0--3 4:'....,; , . ,, . • , • , i•,:'3•: .• ,. / . i — ---- > •,„.• - i ,. Z•N ,.,,., -•:--,.4 -.• - g ,t, • . .„ v- /'' '., i el PORTLAND, OR,. ..„ ,•• .,- . • • %.• , •.. • , ;III . ^''''''• ,---" •:, • .. - . -1, . „..••• 1 . 'C'.411.ZN '-, ',, • ((-7-- . ,-:,':,,,, ii :'•• ,• 1 :,1,,, - • •F A''''''''' ' ,,-- . ., •„ • .• I - ' -. - ...,, (124x) , g , ©MulvannyG2 Architecture: ..-A I• . / /' • i' . . . . fg:':,:i.'• All rights reserved.No part of this document may be . ' ' c '' t, reproduced in any form or by any means without '';',:''Z 1 i , ,'" . . 111111P • permission in writing from MulyannyG2 Architecture. , 1:: .' .:f: ,,,:•)•. • ,p,?I ,,,,,.,. -,.....,,. ., .. ,,,, , .,a ,,,,,,,,,,,,,,,,,,,....,,,,,,,..,..,1,1,,,,,,,,,,,,,,..,„..,,,.,,,,,,,,,,,,,,,,,,,,,,,,,...,..,,,,,,,,,,..........4.■r,,.,,.....,.,,,r,-,y,n,,,,,,, ..,,,,,.1,,,, A DATE DESCRIPTION ..,..... : ',•;;;‘;::.• ' -.4> . —• .,.:. - - . . . . - -. ., . . ... - - . . . . . ., , . . . . . . ..• , , . . . .. . . . ........ . . . - . . . : .. • - •. . , .. : . . •..• • •- . ... • • . . - . 2 .... . ,... .. -: - ,. . .. , . , .. i 1 il ' ,,'11 .,.•., ,.,- .,,,, :, ,.. . , . . i . 'GENERAL NOTES:- '-.',..--: • , _• . --, --.•'-':-....,.,:•:•-:. ',:-:5,.::::--:,_25:.•::::-_:-.-;-•:.. - ...., -.::,-,!-;.'„,.--••• .:,-,--- i.''.-;•,'•...s- ..-.-,:i•••:'.,. ..-,--..- .:,-' 2,-,i.5'.:-.-.,-,-.KEY-.NOTES ,•••••-••-• --:_.---..•:.:-,.•-.:-..•:•••-•:.-,,.. .'..-..-..-.-_-...-,--,•:--:' 2,- • -...- •,.'-• -- --.:'.H-i . ,....2::••---:...•:-.FLOOR,PLAN• gGEND:- : ::,--.-:.,:::.:,•.....:..„ •:.: •,.•..:•,-.-i-2: :•:- ... .,•-•..! •y,,.......•:..:•.,.;,-.-•: ,,••:.,...,•':•,::.• 0 i 'II ' s- • 1 11. '- ''': A ' 11-'- . ., , . , .. , . . .. , .. .,, .... ,. . .. . ....,.......,. , . : . .. . . . . .. , . , : . .. ... . . . .... . . . . ., . , . .., , ... , .:., , . , .. . ... ... .. . . . . . . . ... , , . . . , , .. . ... ,. ,if ' - , ;1 1 , 3,- ' ,,•,-• - \ . -,,,..• ,-'-••.,. 49 A 1111 FURRING @ EXTERIOR WALLS: UNLESS OTHERWISE NOTED PROVIDE 6" METAL STUDS 1 EXISTING FENCE TO REMAIN (E)WALL/ ELEMENT TO REMAIN :',:•,:,'„::. , ,• • „ r11 ..4 4. . •, ..•, . '11 . ' ' - Ill EXTENT OF - @ 2'-0" OC TO 2"ABOVE THE CEILING OR AS INDICATED ON WALL SECTIONS. FRAME 1 . A WALL SO THAT FACE OF STUD ALIGNS W/STEEL COLUMNS. SEE WALL SECTIONS FOR NEW PLANT STRUCTURE, COORDINATE WITH OWNER'S - ,,,'•-2-2-2 •---- NEW INTERIOR WALL -;,, ,,- •''''' • . .'.' . ' .!;- CURB 2 ti • • - ! . .<., . ,,..1 TYPICAL STUD BRACING TO CMU WALLS. PROVIDE R-19 INSULATION BETWEEN STUDS ',•,•„.:.=r, . , VENDOR. r 7___ _ _ _ > Ali ' l'' . AND ON STICK CLIPS ABOVE THE FRAME WALL Essmusx NEW EXTERIOR WALL 3 CONCRETE SHEAR WALL SEE STRUCTURAL -• . ao B WHERE CURBS ABUT SEALED CONCRETE FLOORS, SEAL FACE AND TOP OF CURB cs,,,,,-,• r..',,-; , ;,;••• . / , 1 1 . .. , t■2.2 , . . . ',.. NEW CHAIN LINK FENCE, HEIGHT AND FINISH TO MATCH • • ,,,,,• -..... ;;:5A 1 ,..i•I 1. •., • .,-- ,7 ;-:',;0, , ,tt il 14 ,: • t.., < • _,I I ." [ '''''''''` UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO CENTERLINE OF INTERIOR STUD 4 .„ ,.e' _ ' _ ..____L C EXISTING, SEE DETAIL FOR FENCE POST . — — ....l,, ..............m.....w .............-. ..................................... . NEW CONCRETE ,. . • —9 : - \-- ,,, ,I,F.1 I . , ,- - •-I: :1:; • .1.,,. •., ..,,,..- 10 ,. -,„,,, iii 10 ....., -• •, f.1 WALL AND TO FACE OF CONCRETE BLOCK AT EXTERIOR WALLS 8 .,. 1 . - ,-.5, ....„, , . . „„:•,%• 10 i'lli -:' .,..--.' .1 i;• i ,- 4 la . . iili -' P D SEE FINISH SCHEDULE FOR COLUMN FURRING SCHEDULE AND COLUMN FINISHES A2.2 0, .o i ': •• . 2.5.----. ______ c,c; 0; ; ... <, ____- — ______ — (126X) ” "AL- 025x)_____ -- I E VERIFY ALL FINISHES WITH DECOR PACKAGE -.—.... 41 ' I—.- . _ ' PLANT STRUCTURE COLUMN COORDINATE WITH OWNER'S —x—x— FENCE .._ ,,,, ; . . o•—•xxxx—, F FOR ROOM FINISHES SEE INTERIOR ELEVATIONS AND FINISH SCHEDULE • 5 ,. .•,•5.••., .•.....,--•...-.1.,••-• ..••' ••,,,,, , .•,-.•-.,--.5.-...„.„.•-••-•„ . •,' 5 -...•,...., VENDOR 1 , 6 !;,.,•••,:. \ i -a., —x x x , „-v.- • . ; ! • •„,, x x co ligiE. .., VAIF7 ,x oxxxx', , xx --44„,,HI .4Ir .• — • -1 • "- ""--'-'77 7-77 , •7-7-- . .1 - -,,, , ..J 0 ,' .. ' — ' . ... ",-, F.01 WALL CONSTRUCTION AND FINISHES ADJACENT TO DOORS AND STOREFRONT rPT,---- 1 PAINT SYMBOL, SEE SPECIFICATIONS 1:' •,,,,,,,i i -- ..„..,. 6 ROLLING GATE SEE DOOR SCHEDULE FOR MORE , . c-7). ;,•..,,, = , 1111/ - ' ' ...._2u ,...._ 11-0029-01 -1- i Ell 4 , • .,,,-. - G CONTINUE OVER TOP OF DOOR AND/OR STOREFRONT UNLESS NOTED OR DETAILED , -. ;;;;;•;-.,-, , 10I-9" 3,..7„ 9,-5,, MATERIAL FINISH SYMBOL, SEE PM: ROBERT FAGLIANO OTHERWISE INFORMATION W# "f"" i / A' / / I . . ..39I-8. 1/21' ••,•. • 1 ., '•'. p. ..„., •Ir.',, ., . , 7' "\-,,,,,, SPECIFICATIONS DRAWN: ASC ..-- , .... •,, i . H PARKING LAYOUT FOR REFERENCE ONLY, SEE CIVIL -cs .,' ,14,,,k,•,, DOWNSPOUT COORDINATE CONNECTIONS WITH CIVIL AND 0 ' 7 . ,...r-- k.,;,, j FOR WALL TYPE INFORMATION SEE A3.2 PLUMBING Pi GLAZING TAG, SEE SPECIFICATIONS. ...c, ;;,;,,..:i,/,,: 5. - A , , • -,,.; 2'. .' . • • '-' • - • - • • ''''' ''•<' • • , 4 7 ',. - -''1-iiii.--., • ' • • . • I. ,. • ' - I II i cs•- --' • ..E--p_ ..,,,,,,.; ,„.•,•, - •;••,• ct ,,,•.,,„ . io■2.2 K PROVIDE EXPANSION JOINTS IN CURB TO ALIGN WITH WALL EXPANSION JOINTS EXISTING FOOTING AND STEM WALL PROTECT DURING - ENLARGED 8 ,..„.„„ L SEE CIVIL DRAWINGS FOR GRADE AND SITE PAVING/SIDEWALK INFORMATION. DEMOLITION COORDINATE WITH STRUCTURAL OAS FLOOR PLANS , . -T, - TYP I! (N.E, ,,,,,-.(;,,,•. . „;•,,,, ALL SIDEWALK DIMENSIONS TO FACE OF CURB AND EXTERIOR FACE OF OF CONCRETE 9 EXISTING COLUMN -PAINT TO MATCH ADJACENT WALL 0, ?v•;;,, M COLOR -c..., Ii'g 7;c> 4 OAS ENLARGE ", PLAN BLOCK UNLESS OTHERWISE NOTED. ,,,c> . ,,,,,, eii--- •,,,,,,.:,,. ,..— ;;1,5,,,,, >.-z.--_. ;,.,,,,,, i CONTINUE CONTRACTION, CONSTRUCTION, TOOL JOINTS AND EXPANSION JOINTS IN 10 PLANT STRUCTURE DOWNSPOUT COORDINATE WITH CIVIL AND PLUMBING -- . ,,„,!„.„,. SCALE: 1/8" = 1'-0" N SIDEWALK THROUGH THE CAST IN PLACE CURB ADJACENT TO THE BUILDING. 1 , •• tfi ,;;;,,,,,,, . ›..,,,,,,,...,;•• 1',,:,,,,,, , 0 a> ,,•:,.9. AIME...7 , E :,k,'.:! I ,,, N,,,, ,....—-es y.s,1,;', m 1 , I— 2 i:rN • i . 1 . I 1 , . ■ qsv, i,, ,i a ' ,i` KEY NOTES 1 NOT USED 12 14 2 CENTERLINE OF OVERHEAD GRILL + , � - „tr, z•I� A4.2-1 T-81141, 3 OWNER PROVIDED FIXTURE PER FIXTURE PLAN. ., 7 - STORE #00375 1A Ali 1 4 OVERHEAD GRILLE SLOT, PAINT PT-08. 18'-2 3/811 A4.2-1 I /'� < �VM-801 T�GA R / / PT-09 A4.2-2 EMERGENCY GRILLE RELEASE LOCATION. HARDWARE TO 12 w1 14 5 42"SIM 2 4 COMPLY WITH ANSI 117.1 AND ADA. MOUNT AT 42 AFF ® --- --- \� 11565 SW PACIFIC HWY if • ,,-„,,t•3 ,.' V( ..0 3'•,L lY j.9 1 )K5 { 1 "dm C <' +r A4.2-1 I 2 ,� 0 ` 5 _ .� ¢W`�,>j „v. TIGARD, OR 72 3 4., s%F 3 rr c,, ,9w...A.,..! :.ke 4, t S ht 4 rs �=„: „4” , < . €Y,, : �, 6 SINK SEE PLUMBING p ( 1 11 .-<.v: _ :yYr^' 1fivK.s Vie- t rs. s>nt;' m>+ ft S�! 4 +v "11 '1 ', '\ 11;3, I i k > �4 w Cz ",ers,r1."r,;;'f ..,� .>z.", tli,"';;.rK,J`,.,.ti, ` 90 r.. 1 ;:: , � ---- _ __ i A4.22 r'�k� � z�: y� I 1'1 V' t " �''z€�;�,.?9,:.«a»,.:,�. A.•-..,. .,....-.,...,.,.,.. �R',�,;,'k,�.s:X'^c.,'•gm,':.... 1�_.. A _..__ ...,.. ...,.".,_ ?,}:h `:� t;:: J,��. 1 tl� ..rs.- _ ... }�;_..��_ �... _ �� ,� �� W1 ;;5, • • . . . ACT ABOVE AT 12'-0"AFF FULL EXTENT OF ROOM BELOW, t `� ® � - I •r'L•---- r" ",-.., .m,._µ.,.,,._,.,...... ._..._, ....,. ,,.,.,,.", w.«.......-.M,,....., y4. ,,......-.>....,.,... • ,...,......,......,.,., ...-.,.....,.....>. .. I;4"<4 7,",,,,4.,,,.....",. ,,,.M ...m... ,., E.'0,,,^,rr'ks.,,s�3� ...,_......,...,,.,..,,,.,.,I_______,.,........,.•..,.,..."....,__ _.�.�.__:..,....... "�.,.........,._ 7 o� / H ; REFERENCE STRUCTURAL FOR DECK AND STUDS FOR 6 �� I I ► _ ROOM BELOW•A �— 6® 1I I GOLDSMITH 7 - - - g• . //// \\ I, , a� _ , ' FIXTURES BELOW FRED EYER STORES •�, V81 L 0 - \ \ -N-----� ..::.... ....."........Mid f z....".....__..-.:. ; -w.:::c:-.•••••,{1. A4 2 1\ ? fl .1 F rF S# 1# 1,1 € E 1's® ,� ,� `\ .l i ' ii ` ` 1 '_ °° 1' , GENERAL.NOTES: REMODEL ' // TYP �� ' ' .,.� wT µ• _ _t ' ' A FOR LIGHT FIXTURE PLACEMENT REFER TO ELECTRICAL 3800 SE 22ND AVENUE / �I .J •® ,'/ z . ..n.., ; _ : . PORTLAND, OREGON, 97202 DRAWINGS AND ARCHITECTURAL N ::::�::::'.:.::.�.::.:::::.::� ,�:��.''::-::..::..�:., _{:,-..:::.�_......:.:::�_ 1 i 503 232 8844 f ! �:::!� '' _ 1 E£::::.-..::-.`:::: •,.. B CONTRACTOR SHALL LAYOUT ENTIRE SPACE ON EXPOSED ♦ / s•8'^ .% ,,s.,„,a 1 1 <.v..,.<... ,, A ;k I t# it ;. ..# yx, 11 AC-80.3 # : € 503.797.3509 FAX _ � r • • ,I €{(° ;, _ .. r� ,,,,.. 7 �.,. 9, CONCRETE FLOOR TO CONFIRM FIXTURE LIGHT CEILING sr JEWELRY 31 f: al• / A4.2-21 I, 1 ( , , µ:i ,, :3 Q 1J a AND WALL LAYOUT. NOTIFY ARCHITECT OF ANY K , A4.2 1 ( 169 DISCREPANCIES/ 1 1941 H :^I,II:IiC 1 D ,,■■ _,.. ..,_..�._._..____,, .._...._._._. ;.__.._. ..,�...�....... � ..._,_...._... /'� 1111. � „� C DURA-TRANS GRAPHICS AND LETTERING SHALL BE { � 1 y ,� ty t �� Vii. 1 I I I .�..,-...... T ... 1 ..,.", 1 + r r 'Fx- r Il t t �r t'S+t t k � ' I L 14t &--r1.151°.■fi i ' I I II MANUFACTURED IN SUCH A WAY AS TO BE REMOVABLE �;, - Ilr �� s fl ) k � ,,,,nA ��< Y8 i F � �a ' :f r Y ! t J '� -4 1. d � Y' { 1 6 4 4 yl V , I `� AND INTERCHANGEABLE. " ` , i• 1 �, „ � " � kE -_ � �;� D ADDITIONAL ROOM FINISHES SEE INTERIOR x \ A4.2 1 •A _ F , f k FOR AD ,�% \ II }E ;'1 >£ ' A4.2 1 1 C r t \ M., =i ,€ ._ ELEVATIONS AND SPECIFICATIONS . tr V t wilt 5t„ \ JEWEL FY ;, _ ;f ,1 11 �`, — , STOCK E WALL CONSTRUCTION AND FINISHES ADJACENT TO DOORS kt. o `\\ I,/ ►1 LJ 1 172 I I VM-801 I AND STOREFRONT SHALL CONTINUE OVER TOP OF DOOR• •ao ( AND/OR STOREFRONT UNLESS NOTED OR DETAILED 601 SW SECOND AVE SUITE 1200 k- -I I / `� J L 1 _/ 941 F - ( 9'-®„ . ' I + r �9 AC-001 11; PORTLAND, 7 4 S� �� OR 9 20 tit✓ � �� • • • '1;i:, OTHERWISE. i I C 12'-0" F EXISTING DAMAGED D t 503 223 8030 I f 503 223 8381 }t;n rk s I li _ 1 i_-* II w,,..�Mw FINISHES AND/OR SUBSTRATES PRIOR TO INSTALLATION ■ i G r—��' r--�' _ I 1 I ' '` ' '` '` F OF NEW FINISHES & ELEMENTS AS REQUIRED. /J-__J—L——_1-\ PT-09 j-2 ,. T 11 ►►:.— ,. 'tF'.: t ,fr , r. , __ _ \\\\\ /� ■ , . 2 -2 1/2 =0 - 3-0 2-6 2'- , , •_,•__. •. '' G FOR SUSPENDED ACCOUSTICAL CEILING LATERAL MulvannyG2.com / r —� _ I t tt �, '�— BRACING SEE A1.4-1 I1M -r.1....--F.1 I J I i — , •� (172A) I g_p 9.,.,.;r _ 1 .I` •`ilk 11 /-T---T I ' -, i H ALL MILLWORK, SHELVING, AND RELATED HARDWARE, ii `Ili ' 1 1 1 1 ' ' ——J � �0 PLASTIC LAMINATES,AND SOLID MAHOGNY PRODUCTS (IN NORTHWEST l\� 01111, I 1 , i---J •\ ( I I ' }. .. 0 tiM,, i 11 I f / \ I I 0 ;= 8 r �; � it '�_—_— _,' `\— l ' - TYP SHALL BE SUPPLIED BY FIXTURE ...Jill r- T T .r„ MM _ __ .....___,.. m.._ :r gig: JEWELRY SPACE} L D II i,, 1 IL L__J 1 _ '" ! i i i lx 1 MANUFACTURER. DECOR• srp, '„A r z sk, ' 11 ii 6B PROVIDE ACCESS PANEL IN CEILING FOR ACCESS TO f '� �"� GRILLE MOTOR, COORDINATE PANEL LOCATION WITH (REMODEL) °'''' -�' .— �' L J '=_, ' '� �' ,—`' `>, - $ • KROGER PROJECT MANAGER. PAINT TO MATCH ADJACENT — I— WO II K FIELD VERIFY ALL GRILLE OPENINGS AFTER TS ail II r-----� I — INSTALLATION AND PRIOR TO GRILLE FABRICATION. COORDINATE HOUSING CLEARANCES k I REFLECTED CEILING;PLAN LEGEND _ r , JEWELRY FLOOR PLAN , 0 JEWELRY REFLECTED CEILING PLAN 2 CEILING GRID SCALE: 1/411=1'-01' SCALE: 1/4"=1'-0" 0 PENDANT LIGHT FIXTURE • • yi 4ry i ' 12 14 r, E —, I ST-801 ri 1 Co a , ! , ,r,,,,n; a # i.�.....4.. .. 1.... ` y a.r b y ` y € 1 mow,,,,„,- 7 - .A ',' ��"s 9 o .>F l Y. F 1' 'i I 25B q; �� 't• -- ----.—— -.--11W.Typ......./ ......t<; - #... -- - -rl� 4 4 C' C' C"x `� Lu c 1 r 1 \ +15 , ---� GOLDSMITI-I , t ,, 1 I �1. 1 —,,, 171 ST-801 ` /� •\ —`,;- E,� / 1 1 SV-801 ,OBI / �_ -\ `\ I_ _ „_,.-.._71 is'• / / ' / / \\ `\ r \ '' '' \ \ I , II / / \\ I II • ` ' /' � II11 1 / n PERMIT SET ,L r •7C+' ;;;' :.r � lI4+'(/ // / r i t.; ,' 1 1 .3,0. 1 1 I1 / 15.1 _ F r TYP . , D 111111m VA, � ; 1 ► 1 \/ I i 111111 i Allik II JEWELRY II r \ / 11,;.s.-. 169 I ST-801 , \\ `\\ �► JEWELRY �::,.r, II" 1"F ' 1=11 ` -- -- CP-806, x,, MINIM II \\ , , , STOCK `\ j�� ,I j L J j i' 172 "y,F J Viµ. f 11 11111R \� J L_ I `'' SV-801 B *N„R. FLEENE' ,ARCHIT t(. T,,El . -,,,,,,3-0 � li, „' 7 \��\ 1 F'yxlj A J r t III A ION as — ';' FINISHES — �'�'`\ if . _ ,;�' -. / I \ kb' ,',,,,,,,-3,1; ;':eF. FR ,,,,,,,x,. ,,,,,,,,,,,, , 1—f—1 1——1 r——7 E———1 / 1 I 1 I 1 �, \ 1 1 1 I , I 25C ill' --1-- 1 I I .�� \., J, J. I I 4--T 4 -,„, ' I I F ; - I X1 , 1 I 5.1 14 II / LJ \`-, `-, I , / \ , e } I,� Li_______—I,_— r J' `\_ T T --1_—— _-/ fir, `'I 'y`' wx`'r r-itk.s � 1, F 1� 4d 1---_—J L__J • x / 44 I El ©MulvannyG2 Architecture: All rights reserved.No part of this document may be r; reproduced in any form or by any means without M r- -� permission in writing from MulvannyG2 Architecture F /� =�# to ai _/� L J e''-N =.- . .a a �� i' ,,,..,,,..n.,,i,,. .-.,a„M., ,,. +..,, ,n..,, F,,..,r„•..,,..-,• .•,, u.. v..' P DATE DESCRIPTION , 1 FNSH,, N ,I I SCALE: 1/4"=1'.011•4' 1 1-0029-01 8 ” PM: ROBERT FAGLIANO DRAWN: PP,ASC 0 - a P 0 , • cn all! - - - • ENLARGED 4 EE „,— ate JEWELRY P LA S 0) -f{' _ O O N••-•• 1 c6. • n i I ay`ay a,< M mi 2 Y°I 9 1 1 i '','' •,',•;' '2:•'-'" ''' ‘•':''''''‘-'''-',,''''''',,'"', ' ''''' ';''R- ' '' ' ''''''; r GENERAL NOTES: REMODEL ` i ; '1 • / A SEE ELECTRICAL DRAWINGS FOR MORE LIGHTING f INFORMATION '` B CONTRACTOR SHALL LAYOUT ENTIRE SPACE ON EXPOSED , CONCRETE FLOOR TO CONFIRM FIXTURE, LIGHT, CEILING �, ' , . a , AND WALL LAYOUT. NOTIFY ARCHITECT OF ANY : DISCREPANCIES. C DURA-TRANS GRAPHICS AND LETTERING SHALL STORE ##00375 , / ALIGN W/ FACE OF FINISH ALIGN W/ FACE OF FINISH ALIGN W/ FACE OF FINISH A MANUFACTURED IN SUCH A WAY AS TO BE REMOVEABLE TIGARD ii AND INTERCHANGABLE. 1 /8'\ D FOR ROOM FINISHES SEE INTERIOR ELEVATIONS AND - ,,' A4.2 2 SPECIFICATIONS 11565 SW PACIFIC HWY y�4 g , A4.2-3 9 TIGARD, OR 97223 9 4 7 E WALL CONSTRUCTION AND FINISHES ADJACENT TO DOORS TYP AND STOREFRONT CONTINUE OVER TOP OF DOOR AND/OR ,, ' � � - - - - - - - -1R- - - -- - - - 1- 1- - - - - � � ,�. _ _ _ - � � S � ,;,, � 4 STOREFRONT UNLESS NOTED OR DETAILED OTHERWISE. F WHERE DOORS HAVE BEEN INDICATED IN THE CORNER OF , \ NEN me * ,-• A ROOM BUT HAVE NOT BEEN LOCATED WITH A r` DIMENSION, LOCATE AS C A PRACTICAL LOSE S TO THE + .. ....... ... _...._..... L :L):....... . ..: .-_..... -...,,._..... _.._..... ...... ........... .,..,_........ _... ....,,.,_. _... ... ... FRED STORES �e��,� MEYER R O s _ _ t� ST-803 TYP 1 , �(((C(C(C({ (([K�f(CII<((CRR(((((1, ON-SITE WATCH&JEWELRY REPAIR #;�lC[ftC(C( C((C ® ® ®]i Il)A�1)�7�nuwa)I)�`fI7na]�fl1ll) ionn ommx® ST-803 I TYP 1 0 c(1 k t t (( (( < « ® S03_ ,. _ .F _ _ . ._._. _ . - � � � ADJACENT WALL. ALLOW FOR FULL TRIM, AND HARDWARE MIN s Mae I— - ,II TYP \ \ 'C V \ / �" ' - - - -�► CLEARANCE• Mil 1,7 Me' \ \ i "`% G REVIEW EXISTING CONDITIONS. REPAIR DAMAGED rT�25 Ell / 25 3800 SE 22ND AVENUE �_ NIMII' OLIN 1 FINISHES AND/OR SUBSTRATES PRIOR TO INSTALLATION U A4.2-1 ■Q' 1 \ \. A4.2-3 \ / 1 A4.2-1 " PORTLAND, OREGON, 97202 \ , OF NEW FINISHES & AS REQUIRED. •iiii II 1 OPEN 3 OPEN 3 i OPEN H FOR SUSPENDED ACCOUSTICAL CEILING LATERAL LI 3 1 1 3 503.797.3509 FAX e __.... ril ON � �'' i \ I i 1 BRACING SEE 9 AND 25/A1.4-1 1 - R \ J e � E \ \ ST-802 TYP ST-802 TYP i 3 \ ST-802 / \ - P PLASTIC LAMINATES AND SOLID MAHOGNY PRODUCTS (IN ., ,•; , 7 N le' / \ JEWELRY SPACE) SHALL BE SUPPLIED BY FIXTURE s„ 7 7fl 5 � / _ N \ - "-i-"•'.,-•-•',;,''': x p �• � i• i f`tfi• r , • �K �,{ 4 ,, f t ; ' 1 ws 4 I 4 t , + I , 'r �� MANUFAC'Tl1RFR a, �;�� rd, { J i a{r' f � ra ,. KEY NOTES: — M1a ;: ., 4 A<< a' 1 CONTINUE TILE FINISH AROUND COLUMNS AND INTERIOR I t R a i ! f"i:A' {g ti. 4 Y •f h { S` ll JEWELRY SALES SIDE. REFERENCE ELEVATIONS =a1_,, .,,r ,. ? , ,tl 2 CENTERLINE OF OVERHEAD GRILLE 601 SW SECOND AVE I SUITE 1200 , -- JEWELRY EXTERIOR ELEVATION . ril 1/2" BLACK ANODIZED METAL TYPE "F" CHANNEL PORTLAND,OR I 97204 " _ ' " STYLMARK#5110757 REVEAL, ROUND SHARP CORNERS, t 503.223.8030 1 f 503.223.8381 �- SCALE: 1/4 1 -0 CFCI M 13 D 4 3/4"X 3/4" BLACK ANNODIZED CHANNEL REVEAL ALL MulvannyG2.com ; AROUND STOREFRONT. ROUND SHARP CORNERS, CFCI 1 I. r1 , 1Wf �- Vry 22 20 23 , - > 5 PROVIDE BLOCKING AS REQUIRED FOR SURFACE ; A4.2-2 A4.2-2 A4.2-2 1 I MOUNTED MONITOR AND MOUNTING BRACKET OFCI NORTHWEST "`i' '► VIF 3,_g„ „ 3r_g„ „ 3,_g., 3,_g„ „ 3,_g„ „ VIF „ VIF ,� 3� g„ �, 3g„ VIF 6 SIGN TYPE#3 e �e ,�.� e ,fie �e fi EQ � EQ EQ � EQ EQ � EQ EQ EQ EQ � EQ EQ � EQ EQ Q EQ � EQ EQ > EQ e / / e e e A42 2 A42-2 L,8 7 SIGN TYPE#2 A4.2-3( 1 11_1 1 1\ ti 1; . \ 8 SLIDING WINDOW, OFCI WC-801 - WC-801 \ i ins, �R�. ii�t• 1,,. .IA% ,`T, \Tr \ � CFCI ��•. '\�/� �'\Tp li'' 1ST-803 1 1 \ / ST-803 I TYP I ST-803 1 1 1 1 i i � CFCI,�,� �l I I TYP i �� I t TYP f► GYPSUM BOARD CORNICE 'x ,1 WC-801 WC-801 WC-801 / ;WC-801 tL i 801 WC-801 WC-801 WC-801 \ I i f CFCI I % CFCI CFCI no / CFCI I 25 MEM CFCI _ CFCI oo CFCI 3 OPEN 3 3 'e' 1 1/2"x 3/4" VM-801 OVER 1/2"x 9 '� a-- �• / \ - WOOD TRIM A4.2-2 / WC-801j WC-8011 WC-801 WC-801 WC-801 \ 1 WC-801 I WC 8011 WC-801 WC-801 WC-801, WC-801 WC-801 WC-801' WC-801 / / CFCI I , CFCI I CFCI CFCI CFCI ' CFCI_j +WC-801, /�- -[ CFCI CFCI CFCI CFCI CFCI CFCI CFCI ST-802 � ST-802 TYP (ST-802 CFCI TYP � \ TYP 113111P41111111111111114111/1111111 -x F \ I \ ( 1"SOLID MAHOGANY UPPER WALL Ktiloft 9 .. 9 ` ,111111114Leagtad MOULDING A4.2 2 A4.2-2 I W1 a +_ if/1f • , '' } SIDE DISPLAY WALL SIDE DISPLAY WALL i°kt"tilk I... INTERIOR 1116011111111101110C111111 SCALE: 1/4" = 1'-®" � WC-801 SEAM BEHIND WOOD LATTICE, OFCI I I , f C •f _ LATTICE WALL TRIM M-801 , illill t , 1 1/4" 6 1/2" I 1 1/4" 1'-41/2" GRILLE OPENING 2'-0" 4'-0" 2'-0" X / / / SEE PLAN / _ VERIFY r� e / 9" / ��, 11IGH DE ' AIL AT WOOD CROWN ti (:1 _ P 4-1========271-1 , _ 1 /// + 1 � : ` ---� ' - SCALE:: 3" 1'-0°' 06 46 00 - 01„, I I � �� : I 1 I 1 - • N 1. . , WALL PER PLAN OFCI FIXTURE!cll. i ? \. 1--,_ �� ' .>' ...7..... 4,_2„ /TILE SILL ST-803 I I .30. I I C� 5 1 / (111GE 23� R0, VERIFY CONT. SLNT, TYP � 1 4 U ��`� GRILLE AND A4.2-1 1 t:' 7 �'0 TRACK BY TYP -f-- -- A 1 i^� s,, VENDOR DOR TYP .� .--- ' N . :� v —i \ J SHIM .� I: ?>> III ,j SPACE d ,;{, a, , t •0..1 OF01 TS COLUMN, FOR (�`' / '' A r � ,. ; ,, CONNECTION AT TOP SEE A4.2-1 1 ` ` ` 1 S ,, BRIAN R. FLE ER, ARAM ITECT_____ j 0_ J: Imi WELD PLATE ON ALL SIDES ! i I 1 m0 OF TUBE STEEL ,, -ia C_ ;',, �� _ i` /— / —, /—\ I� R. �t,�' � �2 � M1 � ;�?` �7 � ra AV 4 ;I' TYP (� 1 ` ' n i#'1 ''''''V 4 i Y: _... - ' xasjb nd16 Vt EXISTING BUILDING COLUMN _ �y I it I m r ST 803 _ _ M 99 �Y' w �r L` fill! < SEE PLAN FOR GRILLE OPENING �5 ,,, 4,-0„ PO D O 1/4”QUIRK MITER AT GRANITE / / ;;. e ` c� a 1 iy ) - C ! IF �%Mh Y i •�3 f, , z z ® t~ ) r- w� NOTE: ALL DIMENSIONS ON THIS METAL STUD I{ ,� S ©MulvannyG2Architecture: 4 0 C- PLAN ARE TO FACE OF FINISH [ All rights reserved.No part of this document may be U-1 �� reproduced in any form or by any means without J w SCALE: 1 — l'-0" 08 52 00 — 01 1s permission in writing from MulvannyG2 Architecture. An,• a,.: >'1 ct 2-0" NOTE: FIELD VERIFY ALL GRILLE 1 ' 16" A DATE DESCRIPTION 1'-5" 7I/ OPENINGS AFTER TS INSTALLATION I #8 SM SCREWS @ 16 OC, EA SIDE . 1`' �, / i 600S162-33 BEYOND ROOF SYSTEM AND PRIOR TO GRILLE r± \ ------.------ FABRICATION. COORDINATE a 600S162-33 3 #12 x STEM SCREWS ST-803 1; - I O EQ. EQ. SIGN l HOUSING CLEARANCES ----- . = / / A I. '�: __i_i_iLiuu_�i i i rru■ru umawruouuuurruuruurra ■ uuuu a 1 !` �u.��■�_��►.r■��- I I I I I I I I BOX TYPE#3 SEE A4.2 AI -3 I N, Ii ! 11 G - 1 x �.. i STYLMARK#110307 11. 'I TYP N \ x #12 SM SCREWS TYP, s I N I pillt WITH RECTANGULAR -- EA SIDE //�� I EXTRUSION#123 FINISH• 0), ' 2114►, r, . `'� (2)#8 SM SCREWS AT ij' GLE TRACK, � • • •rAll ELL 1JCREWS AT w �, N FIXED 1 BLACK ANODIZED \ OIST IIIIII ,,� > N. N. ii - Ilk 19 - ALUMINUM FRAME r, � A4.2-1 �� 1 DI o ,4 L I T .] L I / '� 11-0029-01 BLOCKING AS REQUIRED r `r' / // �, r ■ OFCI FIXTURE PM: ROBERT FAGLIANO f — \ STEEL POST, OFOI 1 , DRAWN:ASC Sr ; rl I Q., 600S162-33 (4 TOTAL) EACH SIDE m ,, , N I i i. co EXISTING WALL rr` I (2)#12 x STSM SCREWS STYLMARK#110295 J E E L RY p i 24 BULLNOSE TRIM - 123 ELEVATIONS ,t, N ,\, I ST-803 A4.2- FINISH AND DETAILS N ,, _ . m _ 2 E LS F_? ` 4 i 1 — JEWELRY F my A, MING PLAN PLAN AT COLUMN zr., SURPORT i , t f 21 i 23 W E 1t ,, SCALE: 1/2" = 1'-0" SCALE: 1-1/2" = 1'—O" 09 29 00 — 24 SCALE: 3/4" = 1-0" 05 41 00 — 01 SCALE: 1/2" = 1'—O" 08 52 00 - 02 s.. i. a ri t.�4,. .. - �u. '{i,,1 I ] p l lA 1 'S '2,'''''.;,' , : ' 1 - n',t _ d . .naa].� ....,.' x._N.1,,,.,... ..)n,.... ! ..,1,_ d{ ,n�.f; t,,..- I ' NOTES: G.C. TO INSTALL ALL REQUIRED FIRE J STOPS PER LOCAL CODE REQUIREMENTS. UNDERSIDE OF ROOF DECK 1 SIGN CONTRACTOR TO SUPPLY ENTIRE FRONT FASCIA, SEE ELEVATIONS , , SECTION OF SIGN, G.C. TO BUILD SECTION 1/2"X 9"WOOD UPPER WALL MOULDING Ya, 1,<s Meyer r BEHIND AND BENEATH OVERHEAD GRILLE TRIM ABOVE VM-801 ABOVE VM-801 ir GWB CORNICE OVER 2-1/2" � i WC-801 SEAM BEHIND LATTICE WALL STORE #00375 20 GA. METAL STUD FRAMING @ 24" ! METAL STUD FRAMING AT 16" 1 0.C. BRACE TO EXISTING STRUCTURE O.C., BRACE FRAMING BACK TO WOOD LATTICE TRIM VM-801 TIGARD ` ABOVE 4 1/4" GYP 54 0. . - YP. - / lz 22 0A47.2-2 ---_- — - - --__��___ _ _� _ _ BRACING, SEE ��--..� �� = 11565 SW PACIFIC H I , ,I A1.4-1 -� a x � STYLMARK#1 1 0757 314"x 314" I w GRILLE PLATE MOUNT PER MFR'S SPEC, I x 0O BLACK ANNODIZED CHANNEL ANCHOR TO GRILLE COLUMNS x I REVEAL . ® 1 L •J Ir i X � f MOTOR PLATE, LOCATE PER 1 ,x I STYLMARK#110202 WITH 410443 MFRS SPEC. G.C. COORDINATE LOCATION y –s \ - BASE 1-1/2" DIA. HALF ROUND FRED MEYER STORES h44,.y TO NOT INTERFERE WITH ADJ MOTORS. p 1, 1 ACCESS PANEL, PART OF ° #123 FINISH , TOP AND BOTTOM VENDOR SIGN SUSPENDED Al w§ CEILING Mr 1 — i \ 1/4" THICK MAHAGONY PANEL VM-801 o 1 L -�, - 3800 SE 22ND AVENUE �- PORTLAND, OREGON, 97202 �/� r , DETAIL AT W_T OOD LATTICE 503.232.8844 1 \ •• --I I. /' \I S ct C 503.797.3509 FAX i '- � �' SCALE: 6" = 1'-0 06 46 00 - 03 2'-9'` LI- - STEEL TUBE COLUMN BEYOND, ' GWB PAINT I _ - ANCHOR TO TUBE ABOVE, SEE 10/ . NOTE: 1 1'-21' o A4.2-1 COORDINATE LOCATION WITH START INSTALLATION OF WOOD ST-803 > GRILLE VENDOR OFFSET SUPPORT -' ', ` �� , �" BASE CAP 6 ABOVE HIGHEST , - � AS REQUIRED _ �� r,,, � �,4 f � �,,,,, � , r, �� , , „ � , ,4�,�i t, Y f� � ' v�,` - _ - ��'� { 1! i p �� f 7 d t r � �it�,1� 3 , 5 v� �- � POINT OF FLOOR � �� ' � ,� , , �, a. z ° 7 3I4" R.O. '� GOLDSMITH I JEWELRY SALES ®® � , J ° �- �_ WALL PER PLAN PLEXI PUSH THRU LETTERS OVER s'{ W Ct - - , ' �;. I.,r }4 , r r fflf i t , Ail , � , 1 I Z - i = 1/8"ALUMINUM FACE, PAINT SATIN a' ,,{ ;` J o r o \ LATTICE WALL TRIM BEYOND VM-801 I. - o w r cn I �A ) ' r BLACK TO MATCH STYLMARK OFCI 0 J w I !�- - WALL COVERING WC-801 ( J O nt FINISH #123 I 601 SW SECOND AVE I SUITE 1200 rjrs, _�,� C� Q \ 1/4" VM-801 PORTLAND,OR 1 97204 �: _ 0C 114 THICK MAHAGONY PANEL, I MTL STUD WHERE o �/�- I OCCURS ° - - /�_ SURFACE MOUNT TO OFOI SIGN, m cn u.. i t 503.223.8030 ( f 503.223.8381 - - ,, ® �, � � SEE ELEVATIONS � 3/4 THK. VENEERED . I ; ; 44 PANEL FINISH VM-801 OFCI ' • . STYLMARK#110202 WITH 410 3 3/4 X 51/2 WOOD BASE VM-801 r ° • ::., — _ 1-1/2" BLOCKING AS REQUIRED_____,_R I .. ► BASE 1-1/2 DIA. HALF ROUND OFCI ? MulvannyG2 com • air �' o = #123 FfNISH MOUNTED TO OFOI GRILLE KEY SWITCH LIGN N r . ` "' 1/2" METAL "F" CHANNEL ,, 11 r SIGN , TOP AND BOTTOM ,,..,,.,,.__ • • 6 11-0 /2 1 112 /////�"i'1IiZ�!� • .: , ::, • REVEAL STYLMARK#110372-123 ,( 2 1/4" THICK MAHAGONY PANEL VM-801 SURFACE MOUNT TO B.O. 1/4" SHIM NORTHWEST 1O • APO �'` �'° FASCIA AND OFOI SIGN _r 1 1/2"X 5/8" MAHOGANY SHOE, OFCI DECOR ( ST-802 `` SLIDING GLASS WINDOW, OFCI, (REMODEL) 6" GWB RETURN, PAINT PT-08 RECESS 1/4" INTO HEAD a -� AT EA. SIDE 5. f ' , , S •Il 1 11 1/ 1 1/ 11 I 11 - • - 1 ', SCALE: 1/2" = 1 -0 08 33 26 - 01 SCALE: 1-1/2" = 1'-0" 08 33 26 - 02 SCALE. 6" 1 -0 06 46 19 01 SCALE: 3" = 1'-0" 08 52 00 05 4m' ` CEILING PER PLAN n / v SLIDING GLASS WINDOW, OFCI d -•dw,�`%;\ fa- 3/4" SILL, OFCI WALL AS 14 -=-- 1" UPPER WALL MOULDING 1 1/2" DIA. BULLNOSE, OFCI drAter( 't� SCHEDULED , ,_ , ` BEYOND, OFCI • 1 , \ 1 r.„, ----1... 1 , Es 1 ""IIII 1/4" SHIM. ‘1 b) _ �'ryF II II I. BLOCKING AS REQUIRED P WAL 1 1/2"x 3/4 UP ER L I k MOULDING, OFCI I I I:, ,''� I 11/2"X11/2" CHAIR RAIL I' TRIM VM-801 i WALLAS SCHEDULED I I' 1/2"x 9"WOOD TRIM VM-801 OFCI I WALL COVERING WC-801 I ', WOOD LATTICE VM-801 OFCI GOLDSMITH JEWELRY SALES ; h WALL COVERING WC-801 OFCI 1 I i' TRIM DETAIL (' .- \ DETAIL AT WINDOW SILL „„ 14 15 ...__} SCALE: 3" = 11_0" 06 46 00 - 04 SCALE: 3" = 11_0" 08 52 00 - 06 • PERMIT SET . , ,I x JEWELRY STOCK JEWELRY SALES ,tit 11 .30. 11 • GENERAL SALES T T JEWELRY SALES ill{ A4.2-2 NI 1 GWB OVER METAL BLOCKING AS REQUIRED I I STUDS, BOTH SIDES PROVIDE VENT +hw 1 ` HOLLOW METAL CEILING AS SCHEDULED 1 \--CEILING AS SCHEDULED SIGN #3 SEE FRAME - PAINT I �T-12h 4,fr,•ls ki fig.r�}p,Pst �'�ne �a - e� 1 G. , A4.2-3 r , n i r 'AN R. FLEENER,; RCHIT'.�`' T n STYLMARK#110307 ST-803 - �-- •rmufr .ra a +'u � 'fy 10 _ = ` ,� -- �' •. WITH RECTANGULAR CY7 se ♦, '4 4 y ,a o n� r A4.2-2 II EXTRUSION #123 �' r '�" „fd , 5 r, 11 5” n 4 fit h r. , `"�-____ FINISH 1- 0 1/2 X 5 SOLID MAHOGANY � � ..„ SIGN WHERE OCCURS IN SH , , xff .4''''Y''' - �, , I i DOOR STOP :;;:i+4 h ,• riiiri�+iiii� _ Qom— s �,. ,. '1. } i R. F ,'ENER �- LIGHTS SEE WOOD DOOR BY FIXTURE ,, "' W' i L LIGHTS, „ ELECTRICAL SUPPLIER, OF01 FIXED 1 BLACK PORTID, ®R c*'• ANODIZED J WOOD LAMINATED ALUMINUM FRAME DOOR (THIS SIDE) , . ;`. »�3�� _ _ f � N ° VM-801 OFCI _ ›- ° ©MulvannyG2 Architecture: r Li- 'I _1 WOOD VENEER Alt rights reserved.No part of this document may Ibe , '{'� -I 1/4" CLEAR C\e reproduced in any form or by any means without �, u DISPLAY CASE "BOX". LAMINATED GLASS SCALE: 3" = 1'-0" 08 14 29 - 01 permission inwrdmgfromMulvannyG2Architecture > SLIDING WINDOW WC-801 11 FINISH ALL EXPOSED UNIT' OFCI 1/2"----,\,rr� 6 FACES, OFCI A DATE DESCRIPTIOI�i I ST-803 JEWELRY STOCK - - HOLLOW METAL FRAME, A4.2-2 PAINT PT-12 . 1/2" 1/2" STYLMARK#110293 _ ` ' 1 1/2 X 21/2 CHAIR RAIL 1 1/2"X 21/2" CHAIR RAIL BULLNOSE TRIM - BLOCKING 1 air; TRIM VM-801 TRIM VM-801 123 FINISH �' WALL PER PLAN 1 3/41 METAL STUD , - .' i FRAMING LE', •N , ,E N iA ,` I O WC-80� TD"." 1 zn III - - 1/2 x 5" SOLID h _ o , i 4._MAHOGANY DOOR STOP , ,, Zn N fi" 11-0029-01 o } ; , N WALL COVERING WC-801 PM: ROBERT FAGLIANO I 31/2" DRAWN: PP,ASC -may , 9 9 . „ s a� ��'h” - � A4.2-2 �''" . - ,� '' A4.2-2 •- - - �• 11 Q°- Y 1 I \ ° � 3/4 THK. VENEERED PANEL FINISH �, 1 1 I AT JAMB AND HEAD, TYP VM-801 JEWELRY 1I 1 : SHIM AS REQUIRED DETAILS o ,,, %.. - —. ..� — JEWELRY SALES I N9 'ky' I �,��SECTION AT DISPL} O N 't �i 2 / '1; SCALE: 1" = 1'-O" 08 52 00 - 07 SCALE: 1" = 1'-O" 06 46 00 - 02 SCALE: 1" = 1'-0" • 08 52 00 - 03 J SCALE: 3" = 1'-0" 08 14 29 - 02 2 2 _i 4. ',£ ,f 7f r,✓ 'Y! i ,.' ,' f.: i1s,.: t K.'., v he -• '.'.- 5 }.-.,..i.,. ... ,:�,,,,.,, 1, .tire;.• .<< �., ., -•,•.v�_ .„•, ,,,..", -, I i 1 • :+ r . STYLMARK 3" HALF „ 1'_6". ROUND#110202 WITH 1 1.211 FO SUBSTRATE 11 FACE OF SIGN, WHERE OCCURS 410540 BASE#123 FINISH 1 .1 PRIMARY POWER, COORDINATE SEE DOOR SCHEDULE FOR GRILLE WIDTH STYLMARK 1-1/2" HALF ,,,, ,`I. , I r+ ;4 er n PRIMARY POWER, COORDINATE ROUND EXTRUSION �� :; W/OWNER'S VENDOR #110200 WITH 410443 STORE #00375 ir II 1 ,� �: ' W/OWNER'S VENDOR a 1` I - I� ` :;: .li -b B E#123 FINISH � �f 11s � -it .. s • - --, .i �'I R D .�1 t ,t v ® •I , v /+�� STYLMARK EXTRUSION 1 7 r: y {'..31 1 / I I 1 I t`, ..' \V 1 #110225 WITH 410443 �� , t SIGN BOX - SIGN BOX BASE#123 FINISH '61565 SW PACIFIC HVVY N1E}' F hi �R1,} PF M,�' !'� 1 8 f 1 a< F' rJ f 1 - - - x+�y+ ari,' r , _ ,< r 4 I Ivt ri r { ,r's;u , I I Q T6GA D OR 722 R O 9 3 Ys*;?' 1 Y,:y 4 7 i a Ir Is rc :I {t,�,�j'�,s I at i\rr�:l Tt�� .•— � s, l �,, t F 1' Yu Z - 1 N 1 - 11 ,., j t.i �.Cr'yi1 4aYlilt illfr:i,,.t rtt l y+s F-.i^I'"'V��1w CJ rt lt,}u,y< i,lifKl 4t};t•.�+i��'� 3 :'.:t�''r'. I - - 1/4 VENEER „_ ., N. a MAHOGANY PANEL , Q9.. '.idC/1/1-ey) " Ce&3 �, NOTE: OEWELERS N VM-801 11 511 PROVIDE FILLER AT SIDES TO 7.. 1�)11 )1/ �� )11IMPJ/1�1111� IPII7 P) 0 PREVENT LIGHT LEAKS ON SIGN £, -i FRED MEYER STORES SIGN 2 SIGN #3 TYPE #3 SIGN #5 1 1/2" ,3" 1/2" STYLMARK 110202 WITH 410443 STYLMARK 1-1/2" HALF / /'� ROUND EXTRUSION INC.`'j BASE 1/2 DIA HALF ROUND �' , #110200 WITH 410443 . #123 FINISH; MITER AT BASE#123 FINISH INTERSECTION, TYP 3800 SE 22ND AVENUE JEWELRY SIGNS SIGN . PORTLAND, OREGON, 97202 Far 503.232.8844 SCALE: 1-1/211 = 11_®11 SCALE: 3/4" = 11_011 503.797.3509 FAX {'r<1 d,t{ 1!r r y r--t ,� - t ,,f 1-t r l , s I lvI,z a.I 4 v 1 1 I a Y I9r 1 a 1 i:1t I t t EA 47.2 2 3 ; $ < t to :1:,, SEE DOOR SCHEDULE FOR GRILLE WIDTH ,,:1,,,,,, r. / / I'kA :y .. , I SEE DOOR SCHEDULE FOR GRILLE WIDTH I � Il / / 6 11 EQUAL EQUAL 6 / 6" / EQUAL j 611 / 12'.5" / 6" / EQUAL , 6" / / / / / / VERIFY 7 601 SW SECOND AVE I SUITE 1200 „I A4.2-2 PORTLAND, OR 1 97204 LT ? )))) ) ))) / ))) )) ) ) ) ))) )) ) ))\,, % t 503.223.8030 I f 503.223.8381 a c�«cc(c(c(c c(((( ( c11c�1telIOc4Ici CCILICcc4c� ; «cII�c ecC�11ccc«c�ciracic�(111E1 cc« c�c �s c(_rc ([(((LE W 0000 i O MulvannyG2.com Y; oao00 lyi FT ��;C, \� �,( iw4'yF` y,Jr x y•4' r ,µtiff„ -- ,. .. .: ,... fl, , t L: s I§^ r 'f ('' y"-{{ ,�i'' , >uti r! i�sF 5,:. , r,,,s;,, �'�(,_ , , ,^^ \'\$ H 1 - ,. - '! Y1 t f, 1� 5:4� 1 'lI ,I Y'{ T NkIr u - w Y 4 I S r � if,; � 131: , 0 DECOR ,f!f t (st(1t((ti(((IIII(t((((............... t(((( (EE 4 L ((E(( ((tt O �t (((((( LEI ON - SITE WATCH & JEWELRY REPAIR _ .,� SIGN TYPE#2 ,, ,,, (REM ODE L) // 21/2" 21/2" �,/ I; I NO MAHAGONY PANEL SIGN TYPE#2; TYP/ / SIGN , (6} SCALE: 3/4" = 1'-0" SCALE: 3/4" = 11_011 { I Ij - _ � 1 y y, ..,(,� PERMIT SET r. 11 .3O11 e • 1 t a ,0,-- •.„... ,,,,,,,, I', BRI ' R. FLEENE'y CHITEC t fi j4ary rfs: ,� 1 c ��,„aft *, ' y r 'fi �{. r 4 b's- rli ,„ t , p PORTLAND OR -. , ♦• �iy } v J �: -.i' rte ,, . 'i.2- ©MulvannyG2 Architecture: All rights reserved.No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE DESCRIPTION • r Ia M col P F N O `rr r- �a h , 0 c 11-0029-01 M PM: ROBERT FAGLIANO Co DRAWN: ASC 0 QI• t, I i s a 1p r 1 JEWELRY DETAILS, N• # z-3.2:, t:k ri r -_ O Z;'-• --- ,li - r— y g � 4 Z A 1 1 4 2.3 V/2 O� �- — Cl. Q. 'l; :, _ l"„n4 l s,E P y'"r y ” ,,y{r, f,` `it 1 y,I iry II ` c, t �'.�� • i • •I , . . . . . , • . ' DOOR SCHEDULE INTERIOR DOORS ' - ', . .. • ' '' ' ' ' ' ' ' . , , , ,,, . , . . . DOOR SIZE �� DOOR 4 FRAME 4 ASSEMBLY ROOM CFO. f DOOR SIZE DOOR FRAME ASSEMBLY ROOM INFO. NO TYPE WIDTH n,s Tl-IK MATERIAL . FINISH GLAZ MATL FINISH HEAD JAMB SILL HDWR FIRE RATE REMARKS DOOR# RIVi NAME , :', NO TYPE WIDTH HEIGHT THK MATERIAL FINISH GLAZ MATL FINISH HEAD JAMB SILL HDWR FIRE RATE REMARKS ROOM# RM NAME ' • „ CYLINDER NOT REQUIRED; GLAZING PROVIDED BY GENERAL L • ''•' 100 A S1 14-0 T-8 ALUM CL.ANOD 1/4 TEMP ALUM CL.ANOD 1/A6.1-1 6/A6.1-1 21/A6.1-1 038 100 A HOME ENTRY 100X S1 18'-0" 7'-8" ALUM. CL.ANOD. 5/8"TY PE X ALUM CL.ANOD, 1/A6,1-1 6/A6.1-1 16/A6.1-1 07a GLAZING PROVIDED BY GENERAL CONTRACTOR FOOD ENTRY ;; CONTRACTOR s 100 X 0 E�ff REFINISH EXISTING DOOR AND FRAIVE, PROVIDE NEW ACCESSIBLE 101 X (E) (E) (E) (E) (E) PAINT (E) (E) PAINT (E) (E) (E) (E) PAINT EXISTING DOOR PER ELEVATIONS 101 X STAIR 101 A (E) (E) (E) (E) (E) (E) (E) (9 PAINT (E) (E) (E) 034 RDWARE AND SS KICK PLATE 101 A TELE(BASEMEN 102 X (E) (9 (E) (E) (E) PAINT (E) (E) PAINT (E) (E) (E) (E) PAINT EXISTING DOOR PER ELEVATIONS 102 X CORRIDOR STORE 00375 102 A (E) (E) {E) (E) (E) CLR VARNISH - (Q PAINT (E) (E) (E) 014 REVERSESVMNG OF EXISTING DOOR, REFINISH WOOD DOOR, NEW 102 A ELEC ROOM#1 103 X S1 18'-0" 7'-8" ALUM. CL,ANOD. 5/8"TYPEX ALUM. CL,ANOD, 1/A6.1-1 6/A6,1-1 16/A6.1-1 07a GLAZING PROVIDED BY GENERAL CONTRACTOR 103 X ALE ENTRY T'IC�AR ` : ;HARDWARE, NEW SS KICK PLATE 104 X (4 (E) (E) (E) (E) PAINT (E) (E) PAINT (E) (E) (E) (E) PAINT EXISTING DOOR PER ELEVATIONS 104 X BOTTLE RETURN y CYLINDER NOT REQUIRED; GLAZING PROVIDED BY GENERAL NEW DOOR IN EXISTING OPENING,VENDOR TO VERIFY • 103 A FOOD ENIRY ' 105 X D1 6'-0" 7'-0" 1 3/4" HM PAINT HM PAINT 15/A6.1-1 20/A6.1-1 25/A6.1-1 009 NORTH DOOR LEAF TO SWING 180 DEGRESS,NO DELAYED PLAN NO G �'M„ 103 A SI 12'-0" •T-6" ALUM CL.ANOD 1f4"TEMP ALUM CL.ANOD 1/A6.1-1 6/A6.1-'{ 211A6.1-1 038 ;CONTRACTOR, EGRESS 105 X APPAREL (E)OPENING DIMENSIONS 106X D1 4'-0" .. T-0" 1 3/4" HM PAINT HM PAINT 15/A6.1-1 20/A6.1-1 251A6.1-1 005 106X RECEIVING 11565 SW PACIFIC HWY NEW DOOR IN EXISTING OPENING GC TO VERIFY (E)OPENING • 103 B 3'-0" T-0" ALUM CL,ANOD 1/4"TEMP ' ALUM CL.ANOD (E) (E) (E) 017 103 B FOOD ENTRY SECTIONAL OVERHEAD DOOR. KEEP TRACK AS TIGHT AS POSSIBLE D1 DIMENSIONS 107 X OH 8'-6" 9'-0" STEEL` PAINT STEEL GALV. 3/A6.1-2 4/A6.1-2 51A6.1-2 015 TIGARD, OR 97223 TO STRUCTURE PAINT PT 10 107 X RECEIVING • • 1 ,_ II T_ II ; II ,NEW DOOR IN EXISTING OPENING GC TO VERIFY (E)OPENING • i , :,_, , .,., 03 C DI 3 0 0 ALUM CL.ANOD 1/4 TT61tiP ALUM CL.ANOD (E) (E) (E) 017 103 C FOOD ENTRY SECTIONAL OVERHEAD DOOR. KEEP TRACK AS TIGHT AS POSSIBLE DIMENSIONS 108 X OH 8-6 9-0 STEEL PAINT STEEL GALV. 3/A6.1-2 4/A6.1-2 5/A6.1-2 015 TO STRUCTURE PAINT PT-10 108 X RECEIVING 104 A - 3-0" 4'-0" I - PLASTIC BLACK - HM PAINT - - 017 GATE 104 A SUSHI KIOSK 109 X D1 3-4" 4'-0" HM MFR HM MFR ASD21/A5.2 ASD21/A5.2 ASD21/A5,2 019 COMPACTOR DOOR,SILL AT 3'-0"AFF 109 X FOOD STOCK COMPACTOR 106A D1 3'-0" T-0" = 1 3/4" HM PAINT - HM PAINT 3/A6.1-1 3/A6.1-1 002 106A FRX RECORD STORAGE 110X D1 3-4" 4'-0" HM MFR HM MFR ASD21/A5.2 ASD21/A5,2 ASD21/A5.2 019 COMPACTOR DOOR,SILL AT 3'-0"AFF 110 X FOOD STOCK COMPACTOR 109 A (E) (4 (E) (E) (E) CLR VARNISH (E) (E) PAINT (E) (E) (E) (E) REFINISH EXISTING DOOR AND FRAME 109 A FAMILY RESTROOM 111 X (E) (E) (E) (E) (E) PAINT PAINT (4 (E) (E) (E) (E) (E) PAINT EXISTING DOOR PER ELEVATIONS 111 X COMPRESSOR 111 A DI 3'-0" T-0" 4 1 3/4" HM PAINT - HM PAINT 3/A6.1-1 3/A6.1-1 012 111 A CCK 112X (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) EXISTING GATE 112 X COMPRESSOR FRED STORES • 112 A D1 3'-0" T-0 1 3/4" HM PAINT 114" I EMP HM PAINT 3/A6.1-1 3/A6.1-1 001 GLAZING PROVIDED BY GENERAL CONTRACTOR 112 A TELLER 113 X (9 (E) (E) (E) (E) PAINT (E) (E) PAINT (E) (E) (E) (E) PAINT EXISTING DOOR PER ELEVATIONS 113 X COMPRESSOR 115 A DI 3'-0" T-0" `, 1 3/4" HM PAINT - HM PAINT 31A6.1-1 3/A6.1-1 010A 115 A R-IARMACY ` 114 X (4 • (4 O (4 (4 (E) (E) (E) (E) (E) (E) (E) (E) EXISTING GATE 114 X COMPRESSOR INC. 116 A - SEE PLAN 10'-0" ALUM CL.ANOD - ALUM CL.ANOD 4/A6.1-1 9&14IA6.1-1 19/A6.1-1 007 116 A FRX RETAIL 115 X (4 (4 (E) (E) (E) PAINT (E) (E) PAINT (E) (E) (E) (E) PAINT EXISTING DOOR PER ELEVATIONS 115 X GENERATOR ROOM • 118 A DI 3'-0" 71-0" 1 3/4" HM PAINT - HM PAINT 3/A6.1-1 3/A6.1-1 006 118 A CONSULT 116X (E) (E) (E) (E) (E) PAINT (E) (E) PAINT (E)•• (E) (E) (E) _PAINT EXISTING DOOR PER ELEVATIONS 116 X COORIDOR#150 118 B D1 3'-0" T-0" 1 3/4" HM PAINT - HM PAINT 3/A6.1-2 3/A6.1-1 010 ; 118 B CONSULT 117 X 3800 SE 22ND AVENUE ,- (E) (E) (E) (E) (E) PAINT (E) (E) PAINT (E) (E) (E) (E) PAINT EXISTING DOOR PER ELEVATIONS 117 X HOME STOCK 119 A DI 3 0 T-0 1 3/4 HM PAINT - HM PAINT 3/A6.1-1 3/A6.1-I 018A i 119 A UNISEX 118X 3'-4" 4"-0" HM MFR HM MFR ASD21/A5.2 ASD21/A5.2 ASD21/A5.2 19 COMPACTOR DOOR SILL AT PORTLAND, OREGON, 97202 122 A D1 3'-0" T-0" 1 3/4" HM PAINT - HM PAINT 3/A6,1-1 31A6,1-1 014 122 A ELEC RM#3 D1 118 X HOME STOCK 503.232,8844 t 123 A D1 4'-0" T-0" 1 3/4" HM PAINT - HM PAINT 3/A6,1-1 3/A6.1-1 002 123 A PBVI STOCK 119 X- t4 t4 (E) (E) (E) PAINT (E) (E) PAINT (E) (E) (E) (E) PAINT EXISTING DOOR PER ELEVATIONS 119 X MPU 5®3.797.3509 FAX 124 A DI 3'-0" T-0" 1 3/4" HM PAINT - HM PAINT 3/A6,1-1 3/A6,1-1 010 124 A GOLDSMITH 120X 11 7'-0" 1 3/4" HM PAINT HM PAINT 15/A6.1-1 20/A6,1-1 25/A6.1-1 ' D1 3 0 032 120 X MPU MOTOR OPERATED, FLUSH MOUNTED,KEY SWITCH BOTH SIDES OF 125 A - SE PLAN 9'-0" ALUM CL,ANOD STEI3 - -1/A4.2-2 21/A4.2-1 007 125 A JEWELRY 121 X G1 3'-0" 7'-0" STEEL PAINT PT-08 STEEL PAINT PT-08 - - - 015 EMERGENCY EXIT GATE, FURNISHED BY OWNERS VENDOR SEE •DOOR,CRANK 7/A2.2 121 X OAS ' 125 B - SEE PLAN 9'-0" ALUM CL,ANOD STEM - 1/A4,2-2 21/A4,2-1 007 MOTOR OPERATED, FLUSH MOUNTED 1• 25 B JBP ELRY , - ,. , ,i GLAZING PROVIDED BY GENERAL CONTRACTOR,DOO R TO FIT iN , �, 125 C - SEE PLAN 9'-0 ALUM N T - - 122 X - - _ ,, « ,„ ' .;, r: ',.:ff �':rh , ,, { L CL.A OD STEEL 1/A4.2-2 211A4.2 1 007 'MOTOROPE�ATED, FLUSH MOUNTED 1• 25 C JEWELRY S1 12 CY 7 6 ALUM.. CL.ANOD. 5/8 TY ! ALUM. CL.ANOD. 1/A6.1-1 6/A6.1 1 16/A6.1-1 07a GARDEN � f �.- >~ � ,, ' EXISTING OPENING VENDOR TO VERIFY DIMENSIONS IN FIELD 1 11 -Cr j 11 ij ' ( a h` { k It_ � I 1 u t,.i t n{ , .`;',;:-'';',':";:,-,:^";;;:; + 1 k'F I hl, , 126 A D1 3-0 T 1 3/4 HM PAINT - HM WD VENEER 20/A4.2-2 25/A4.2-2 012 DOOR SUFPLIED BY FIXTURE VENDOR 126 A JEWELRY STOCK 122 X ' CYLINDER NOT REQUIRED GLAZING PROVIDES BY GENERAL ,,i, '' - ,.. GLAZING PROVIDED BY GENERAL CONTRACTOR D00 R TO FIT IN ,. _ 11 11 M1 1 3 X ) " 1 4"} T ,%, ' k' k`ii: , :. '.: 130 A SI 181-0" 7' 6 ALUM CL,ANOD 114 TEMP ALUM CL,ANOD 1/A6.1-1 6/A6,1-1 21/A6.1-1 2 Si 12'-0" 7'.6" ALUM CL.ANOD. 5/8 TYPEX ALUM. CL.ANOD. 1/A6.1-1 61A6.1-1 16/A6.1-1 07a 038 CONTRACTOR, DOOR TO FIT UNDER(E� HEADER VENDOR VERIFY 130 A ALE ENTRY GARDEN 4, ' ,•i EXISTING OPENING VENDOR TO VERIFY DIMENSIONS IN FIELD M IONS IN FIELD DI ENS 123 X ;;:,,;•!,..; I 1 x, fc Sf`a,t,k ,. ,� ; 'C ••I sr,x $r-' ,+.c•-,'"`',;, I','' rt•132 A (E) (E) (E) t4 t4 CLR VARNISH (E) (E) PAINT (4 (E) (E) 010 REFINISH EXISTING DOOR AND FRAME, NEW HARDWARE = 132 A SHOE STOCK t3 a t 124 X S1 T-0" T-8" ALUM CL.ANOD. 5/$"TYPEX ALUM. CL.ANOD. 1/A6.1-1 6/A6.1-1 16/A6.1-1 07a GLAZING PROVIDED BY GENERAL CONTRACTOR (4 (E) (E)133 A t4 t4 t4 (4 t4 t4 t4 t4 (4 (E) 'EXISTING DOOR TO REMAIN 133 A CCTV 124 X OAS 134 A (E) (E) (E) (4 (4 (4 (E) (4 (4 (4 (E) (E) (E) EXISTING DOOR TO REMAIN 134 A LPM EMERGENCY EXIT GATE FURNISHED BY OWNERS VENDOR SEE ' 125 X G1 6'-0" T-0" STEEL PAINT PT 08 STEEL PAINT PT-08 - - - 015 7/A2.2 125 X OAS 601 SW SECOND AVE i SUITE 1200 135 A (E) (4 t4 t4 (4 CLR VARNISH (E) (4 PAINT (E) (E) {E) (E) ;REFINISH EXISTING DOOR AND FRAME 135 A PRICE CY GATE FURNISHED BY OWNERS VENDOR DOR S PORT 1 972 136 A tE) (4 t4 t4 t4 t4 (4 • (E) PAINT t4 (E) (4 t4 EXISTING DOOR TO REMAIN, PAINT FRAME 136 A FILE MAINTENANCE 126 X 01 6'-0" 7'-0" STFFI PAINT PT-08 STEEL PAINT PT-08 - - - 015 ATE, FUR ND, OR EMERGENCY EXIT SEE LA 97204 REFINISH EXISTING DOOR AND FRAME, PROVIDE NEW A CCESSIBLE 7/A2.2 126 X OAS 137 A (E) (E) (E) • (E) (E) CLR VARNISH (E) (E) PAINT (E) (E) (E) 11 137 A KSP RATE 127 X S1 14'-0' T-8" ALUM. CL.ANOD. 5i8"TYPE ALUM. CL.ANOD. 1/A6.1-1 61A6.1-1 16/A6.1-1 07a GLAZING PROVIDED BY GENERAL CONTRACTOR t 503.223.8030 I f 503.223.8381 •HARDWARE AND SS KICK 127 X HOME ENTRY 138 A (E) (E) (4 (E) (E) CLR VARNISH (4 (E) PAINT (4 (E) (4 (E) ,REFINISH EXISTING DOOR AND FRAME 138 A DIRECTOR 6" STILE AT SILL CONDITION SWIPE CARD READER OFCI-GC TO 139 A - 3'-0" 4'-0" - PLASTIC BLACK • - HM PAINT - - 017 GATE 139 A EJRO CHECKSTANDS 128 X OH 8'-0" T-8" ALUM. CL.ANOD, ALUM. CL.ANOD. 5/A6.1-1 10/A6.1-1 015 PROVIDE LOW VOLTAGE CONNECTION. MFR TO PROVIDE DOOR HOME ENTRY ,,F° 140 A (E) (E) (E) (E) (E) CLR VARNISH (E) (E) PAINT (E) (E) (E) (E) REFINISH EXISTING DOOR AND FRAME, PROVIDE NEW SS KICKPLATE 140 A BASEMENT CORRIDOR STOPPER TO STOP DOOR AT 4'-0"AFF,OF01 128 X MulvannyG2.com Yr 141 A D1 3'-0" T-0" 1 3/4" HM PAINT - HM PAINT 3/A6.1-1 3/A6,1-1 010 141 A HR 129X t4 (E) (E) (E) (E) PAINT FIRE RISER (E) (E) PAINT (E) (E) (E) (E) PAINT EXISTING DOOR PER ELEVATIONS 129 X 142 A (E) (4 (E • (E) (E) CLR VARNISH (E) , (E) PAINT (E) (E) (E) (E) 'REFINISH EXISTING DOOR AND FRAME 142 A MANAGER _ 6" STILE AT SILL CONDITION;SWIPE CARD READER OFCI-GC TO 143 A (E) (E) (E) (E) (E) (E) (E) PAINT (E) (E) (E) (E) PAINT(E) DOOR OPENING 143 A LUNCHROOM 130X OH 6'-0" T-$" ALUM. CL.ANOD. ALUM CL.ANOD. 5/A6.1-1 10/A6.1-1 015 PROVIDE LOW VOLTAGE CONNECTION. MFR TO PROVIDE DOOR FOOD ENTRY STOPPER TO STOP DOOR AT 4'-0"AFF,OFOI 130X NORTHWEST +4. t 144 A (E) (E) (E) (E) (E) CLR VARNISH (Q (E) PAINT t4 (E) (El (E) REFINISH EXISTING DOOR AND FRAiVE 144 A ASSOOATBD SECURED STORAGE h 147 A (E} (E) (E) (E) (E} (E) {E) (E) PAINT 131X - 10'-0" 12'-0" STEEL PAINT STEEL GALV, 015 ROLLING CHAINLINK GATE BY GC OAS (E) (E) (E) (E) EXISTING DOOR TO REMAIN, REFINISH FRAME PAINT TO MATCH(E) ; 147 A WOMENS RR 131X DECOR 148 A (E) (E) (E) • (4 (4 (4 (4 (E) PAINT (4 (E) (E) (E) EXISTING DOOR TO REMAIN, REFINISH FRAME PAINT TO MATCH(E) 148 A MEN'S RR 149 A (E) (E) (E) t4 (E) CLR VARNISH (E) (E) PAINT (4 (E) (E) t4 REFINISH EXISTING DOOR AND FRAIVE 149 A FMTV . (REMODEL) 150 A DI 6'-0" 7'-0" (E) (E) CLR VARNISH HM (E) PAINT 3/A6.1-1 3/A6.1-1 031 RELOCATE EXISTING DOOR TO NEW OPENING,REFINISH DOOR 150 A CORRIDOR(BACK OF STORE) • 151.A DI 6-0 8-0 1 314 HM PAINT - HM PAINT 3/A6.1-1 3/A6.1-1 • 031 151 A AL STOCK OcK GENERAL NOTES:: 151 B D1 - - - - _ 6 0 80 1 /4 HM PAINT PAINT 3 AINT HM PA NT 3fA6.1 1 31A6.1 1 031 151 B ALE STOCK • , _ ' `. _. , 152 A DI (E) (4 (4 (4 (4 (E) (4 (4 (4 (4 (4 014 REVERSESWiNG OF EXISTING DOOR, NEW HARDWARE 152 A ELEC ROOM#2 A INSIDE FACE, FRAME,AND EDGES OF EXTERIOR DOORS TO BE PAINTED COLOR PT-820 UON, ,, 152 B DI {E) (E) t4 t4 (E) (E) (4 (4 (4 (4 (4 014 REVERSESWING OF EXISTING DOOR, NEW HARDWARE 152 B B B ROOM#2 INTERIOR STEEL DOORS AND FRAMES TO BE PAINTED COLOR PT-820, UON. , 154 A - (E) (4 (4 (4 (4 (E) (4 PAINT (E) (E) (E) (4 'PAINT(E) DOOR OPENING TO MATCH ADJACENT WALL 154 A CBT CYLINDER t\tOT REQUIRED; GLAZING PROVIDED BY GENERAL S OWNER FURNISHED WOOD DOORS WILL BE PREEN/SHED „ 156 A Si 12'-0" T-6" ALUM C L ANOD 1/4"TEMP ALUM CL.ANOD 1fA6.1-1 6/A6,1-1 21/A6.1-1 038 CONTRACTOR, NEW DOOR IN EXISTING OPENING,VENDORTOVERIFY 156 A GARDEN CENTER C GC TO RE-FINISH EXISTING DOORS AS INDICATED IN SCHEDULE '>' (4 OPENING DIMENSIONS ''�' 160 A - 3'-0" 4'-0" - PLASTIC BLACK - HM PAINT - - 017 GATE 160 A DELi SEATING D ALL DOORS EXCEPT GATES OFCI • 161 A (E) t4 (E) t4 t4 t4 (4 t4 (4 t4 (4 (E) (E) IXIS11NG DOOR TO REMAIN, NEW VINYL STRIPCIJRTAIN-oFCI 161 A DELI FREEZER E ALL REQUiRED EXITS INDICATED ON THE PLANS SHALL BE OPERABLE FROM THE INSIDE A 162 :,+ (E) (E) t4 t4 (4 (4 (4 t4 (4 t4 t4 t4 t4 1 EXISTING DOOR TO REMAIN, NEW VINYL STRIP CURTAIN-OFCI ' 162 A DELI COOLER 164 A (E) (E) (E) x (E) (4 PANT (E) (E) PAINT (E) (E) (E) (E) REFINISH EXISTING DOOR TO MATCH ADJACENT TILE 164 A DRY STORAGE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT AND SHALL BE LABELED, {. 167 A COOLER 3'-0" T-0" 3112" MFR MFR MFR MFR MFR MFR 017 COOLER/FREEZER DOOR,VINYL STRIP CURTAIN-OFCI 167 A BAKERY FREEZER "THIS DOOR TO REMAIN UNLOCKED WHILE BUILDING iS OCCUPIED" IN BLOCK LETTERS A 169 A COOLER 3'-0 T-0" 31/2" MFR MFR MFR MFR MFR MFR 017 COOLERIFREEZER DOOR,VINYL STRIP CURTAIN-OFCI ` 169 A SEAFOOD COOLER MINIMUM OF 1 INCH HIGH ON A CONTRASTING BACKGROUND.SPECIAL LOCKING DEVICE SHALL 171 A D2 3'-0" T-0" PLASTIC BLACK ACRYLIC STEE. PAINT ASE-55/A5.2 ASD.551A5.2 017 ELASTIC IIVPACT DOOR 171 A MEAT PREP BEAN APPROVED TYPE. FLUSH BOLTS OR SURFACE BOLTS ARE NOT ALLOWED. MAXIMUM t , 171 B 02 5'-0" 8'-0" PLASTIC BLACK ACRYLIC STEEL PAINT ASD-55/A5.2 ASD-55/A5.2 017 t ELASTIC IMPACT DOOR 171 B MEAT PREP EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 LBS. FOR EXTERIOR DOORS, 5 LBS. FOR - 172 A COOLER 5'-0" 7'-0" 31/2" MFR MFR MFR MFR MFR MFR 017 COOLERIFRETEZER DOOR,VINYL STRIP CURTAIN-OFCI ; 172 A MEAT COOLER INTERIOR DOORS AND 15 LBS. FOR FIRE RATED DOORS. 173 A COOLER 5'-0" T-0 31/2„ `MFR MFR MFR MFR MFR MFR 017 COOLER/FREEZER DOOR,VINYL:: :: 173 : : : F ALL EXTERIOR OPENINGS SHALL COMPLY WITH THE CITY SECURITY ORDINANCES WHERE 4 A COOLER ; 5'-0" T-0" 31/2" MFR MFR MFR MFR MFR MFR 017 COOLER/FER DOOR VINYL N-OFCI 1• 74 A _ 174 B D2 6'-O 8'-0" STEEL BLACK ACRYLIC STE PAINT ASD-55/A5,2 ASD-55/A5.2 017 ;INSULATED PLASTIC IMPACT DOOR 174 B PRODUCE COOLER APPLICABLE. • 176 A COOLER 5-0" T-0" 31/2" MFR MFR MFR MFR MFR MFR 017 1COOLERFREEZER DOOR,VINYL STRIP CURTAIN-OFCI 176 A DAIRY COOLER ■ G WHERE EXIT DOORS SWING OUT OVER A LANDING, THE LANDING SHALL NOT BE MORE THAN • :. 176 B COOLER ; 5-0" T-0" 31/2" MFR MFR MFR MFR MFR MFR, 017 COOLER/FREEZER DOOR,VINYL STRIP CURTAIN-OFCI 176 B DAIRY COOLER • 1/2" BELOW THE THRESHOLD. 177 A D2 6 1-0 11 8-0 11 PLASTIC BLACK ACRYLIC '' STETS. PAINT ASD-561A5.2 ASD-56/A5.2 017 INSULATED PLASTIC IMPACT DOOR 177 A PRODUCE PREP • 178 A - 3'-0" 4'-0" PLASTIC BLACK - HM PANT - - 017 =GATE 178 A CHEESE KIOSK H WHERE DOORS HAVE BEEN INDICATED IN THE CORNER OF A ROOM BUT HAVE NOT BEEN u • 179 A D2 6'-0" 9-0" PLASTIC BLACK ACRYLIC ' STEEL. PAINT ASD-56/A5.2 ASD-56/A5.2 017 SEERXTUREFLAN FOR BOLLARD LOCATIONS 179 A FOOD STOCK t LOCATED WITH A DIMENSION, LOCATE AS CLOSE AS PRACTICAL TO THE ADJACENT WALL. - 182 A (4 (E) t4 t4 t4 t4 (4 t4 t4 t4 t4 • {E) 010 EXISTING DOOR TO REMAIN, PROVIDE NEW ACCESSIBLE HARDWARE, 182 A BSM{BASEMEN) ALLOW FOR FULL TRIM AND HARDWARE. PROVIDE NEW SS KICK PLATE I J AT SLIDING AUTOMATIC ENTRANCE DOORS, ONLY THE AUTO-DOOR FRAME AND MOTOR �'' 183A D2 6'-0" 9'-0" PLASTIC BLACK ACRYLIC (E) PAINT ASE-55/A 5.2 ASD-55/A 5.2 017 .r NEW DOOR IN EXISTING OPENING PAINT(E) FRAME; PAINT(E) 183A y HOME STOCK ; ' BOLLARDS PT-08 ASSEMBLY SHALL BE OF®I.ALL OTHER SCOPE INCLUDING BUT NOT LIMITED TO SEALANT, I 188A DI 6-0" T-0" 1 3/4" HM PAINT - HM PAINT 3/A6,1-1 3/A6.1-1 010 188A BSM MISCELLANEOUS TRIM, POWER,AND GLAZING SHALL BE CFCI. . 192 A - 3'-0" 4'-0" - PLASTIC BLACK - HM PAINT - - 017 GATE 192 A HOME STANDS t 193 A ( (4 (E t4 t4 CLR VARNISH (E) (E) PAINT (E) t4 (4 (E) 'REFINISH EXISTING DOOR AND FRAIVE 193 A STAIR#1 s ' i i y PERMIT SET • •.I �' • 3 r c �,i 11 .30. 11 a • • , , , , , , , : . , , ., iiJftj' I. „ • BRIAN-R. FLEENE- 'A RCHIT sYT f' �M 47 gF'' F k ,j i r t - , q Fib 4. Q b ] ki ,ay A Y�n,.N":rlm.�', } d - ?YN h: �1' , o$ . ,••,.. , • �I f�a ' '''''BR. IAN R. F,"ENER 9 II ,, PORTLAND, OR , ' ,,,, oF %.: , s - \.\- • , , ©MulvannyG2 Architecture: At!rights reserved.No part of this document may be reproduced in any form or by any means without , ' permission in wilting from MulvannyG2 Architecture. Y ,.:.::i t..: wa':..11...x.::..,r ,. .':..('..+..,.-1, ,':." ..n,tt., : 9 t DATE DESCRIPTION 1c:. • • • { £ 4 4 DOOR FRAME TO DOUBLE r 7 6° ,y,,� OPTIONAL GLASS BREAKAWAY EXT NTS OF ASSEMBLY ' 4 I , B TTOM OF !- 1 i \ `4:s OPTIONAL DOOR , DOOR IN SECTIONAL s OWN. SEE 0 c4 `� � SCOPE ........:............: � ,i'°.,a EP SHELF �. f'�EP SHELF �... ...�..p.. . • \ PREFERED HiGH LIFT/:. / ...:., - ACRY WIN W LIC DO : SCHEDULE � I STANDARD , , . ^ .. , ARDW RE ARE OPEN POSITION , : A ARDWARE a ........, -� � � ;, � I PUS 11-0029-01 H/PULL /, HARDWARE ,, �,'r, ;� 'I .-'' e ;,,, : � e I ............... -1�.�.. '�(�-tom, r,.., • .ch T FAGLIANO �.w� ER J•,, _ _ - INSULATED ]co �� SU OR AWN PM�. DR�, M M GLAZED PANELS (SEE .j , SECOND LEAF SECOND LEAF os . ::J \...\ SECOND LEAF \ ELEVATIONS FOR • ''j WHERE OCCURS • WHERE OCCURS WHERE OCCURS CONFIGURATION) E E , SCHEDULES - , ' DOOR RIGID TRAFFIC DOOR DUTCH DOOR HALF DOOR EGRESS GATE SLIDING AUTOMATIC ENTRANCE DOOR SWINGING STOREFRONT DOOR SWINGING STOREFRONT EXIT SECTIONAL OVERHEAD DOOR ; _ ';:-.:'t-� 1' TYPE °°D1°° TYPE "D2" TYPE "D3" TYPE °®4" TYPE °'G1" TYPE "Si" TYPE "S2" TYPE "S3" TYPE "OH" AND DETAILS Z::� f , M r _. �� is • I(y!. z >, O A ' jI SCAL E: 1 e4" = 1'-o'r 08 00 00 - 01 r��5, - - 1't , .. 4� I.,,�Y r� �. .d ,., ` ,..,,„ ,-;.;„,,,;„',1,,,,,-,,,,,,I,,„,,,:,,,,,;,,,-,,. ,, , ,ro ., ■ TRANSOM, CENTER ON WALL INTERSECTING WALL WHERE A / I. OCCURS 362S162-68 METAL STUD W/ L 1 " BEYOND 1/2 X 1 1/2 X 18 GA X 2 @ EA Li� I END W/2#10 SM SCREWS INTO r RADIUS TO MATCH HSS, TYP SEE SCHEDULE FOR FINISHES TRACK AND BLOCKING WEBS, •r, HSS BEYOND -SEE STRUCTURAL )— - . A r_ u__i."" - "" STOREFRONT SYSTEM,AS■ CONDUIT OR PIPING WHERE OPPOSITE SIDE OF WEB • r' ;? ,,` ,� OCCURS /^ OCCURS �f � � � �� ``� 1 2-4 METAL STUDS 2'-0" _� � SEALANT AND SHIM, AS OCCURS ��"®�� Q37� `„ - 1 - r VES T ALUMINUM BREAK METAL TO 1/2" /-3625 6 3 ,0 / _�; _ OC, BOTH SIDES 1� HSS SEE STRUCTURAL T�GA►R MATCH STOREFRONT Illhommhw.APPF - - WOOD NAILER ON NON-RETAI' Q 362T150-43 @ 2'-0"W/3#10 SM 1 1 01 ALUMINUM BREAK METAL w�.w.�� w�w. SIDE AS REQUIRED SCREWS @ EA END II 1 TO MATCH STOREFRONT =." :� o i"" TRACK AND SUPPORT OF01 11565 SW PACIFIC HWY• 1 _ '�' HOLLOW METAL FRAME i 11 TIGARD, OR 97223 lI�,` � 1362T125-43 @ 2 0 W/3#10 SM �� f TUBE STEEL (WHERE OCCURS), • "' 'l..�w�w�..��.w.�J, WRAP W/ALUMINUM BREAK METAL I SCREWS @ EA END, TYP W/CONCEALED FASTENERS o 1 DOOR r 1-....,, CORNER BEAD, TYP ,6._ i-L., .......i f '?; SHIM SPACE WITH SEALANT AND C.7 __e LAI 4iR BACKER ROD TYP z FASCIA HSS BEYOND - SEE STRUCTURAL . `I - AUTO SLIDING DOOR HEAD w - SEE CEILING PLAN FRED MEYER STORES VERIFY WIDTH Wl �. °, CENTER ON WALL BEYOND O 1/2" 3625162-68 METAL STUD BLOCKING �.� WALL THICKNESS 1 112 T` WALL BEYOND SE STANDARD DOO >�.. CLR PROVIDE EDGE MOLDING AND SECTIONAL OVERHEAD DOOR, - FRAME DIMENSION ~ SEALANT BOTH SIDES OFOI 3800 SE 22ND AVENUE SLIDING DOOR AND FRAME GRILLE AND TRACK, OFOI PORTLAND, OREGON, 97202 0 HEAD AT AUTO DOORS HEAD AND JAMB HEAD AT PRX GRILLE HEAD AT SECTIONAL DOOR 503.232.8844 3 ,, 503.797.35 9 FAX • 1/ .-.. / �11 It � 1 11 SCALE: 3" = 1'-0" 08 42 29 - 01 SCALE: 3 = 1 -0 08 11 13 - 01 SCALE: 3 - 1 -0 08 34 56 - 04 SCALE: 3" = 1'-0" 08 36 13 - 02 SLIDING DOOR AT SIM I . , :,•',,(, b r 1 y t 1 I hi t • w d, t k 9 Y a r i . l i ki'a F'' t e i}c to t n . t r f `L_J1 GLAZING WHERE OCCURS CONSULTATION PRX WAITING EXTERIOR INTERIOR 011 CURB AS OCCURS �ff, n +-, 1 a l �-, ,, , , ' ,RE AIL STOREFRONT SYSTEM AS OCCURS I ! ` C :L,-_-_-_-_,,,, WALL PER PLAN CORNER BEAD, TYP u • --SEALANT AND SHIM, TYP. INSULATION AS OCCURS L,, ---- SHIM AND SEALANT W/ BACKER /' ' Yt ::f`.n ....<.. ,.. i :..•...-. r F, ." Y:. ...':"+ -1,.+r. T s.i 4 ......1. ROD, TYP EACH SIDE FINISH TO ALIGN WITH AND —"` ALUMINUM BREAK METAL BLOCKING AS REQUIRED _ _ _._. 'TM """""�j MATCH E ADJACENT �r TO MATCH STOREFRONT 1 601 SW SECOND AVE I SUITE 1200 N =t -- -'- 0 TRACK AND SUPPORT, OF01 f 1 HSS WHERE OCCURS, SEE CONT CORNER BEAD, TYP CONT SEALANT _I-� CONT CORNER BEAD 2 x 6 BLOCKING WALL WHERE OCCURS ' PORTLAND, OR 97204 l 1 I / STRUCTURAL AT PERIMETER -- I/ CONT SEALANT AT PERIMETER WALLAS SCHEDULED, SEE (E t 503.223.8030 I f 503.223.8381 I Tj ALUMINUM BREAK METAL TO RIP PAINT SCHEDULE FOR FINISHES 1 _ ,_,----- HARDWARE, OF01 D EDGE, DEFLECTION CHANNEL AT HEAD Q OF GRILLE MATCH STOREFRONT PAINT GRADE HOLLOW METAL _ _ i WINDOW, PAINT FRAME TO MATCH TO MATCH CONDITION TO MATCH �--1, 0 - , i ADJACENT WALL STOREFRONT STOREFRONT, ANCHOR TO MulvannyG2.com gi NoRTH,,,,,,,,�iwirw�4rr 4yAl r • . vvE,S- T EXTERIOR WALL. 400S162-43 METAL STUDS II:. SLIDING GRILLE JAMB 362T150-43 TRACK W/#10 SM PROVIDE WHITE WINDOW BLINDS GLAZING AND FRAME TO MATCH 'kts EXTERIOR I a INTERIOR ON CONSULTATION SIDE OF ADJACENT TENANT SPACE (SEE SEALANT EACH SIDE SCREW @ 8" OC EA SIDE n ( SECTIONAL OVERHEAD 9" WINDOW, NO BLINDS AT SIM EXTERIOR ELEVATION) SLIDING DOOR AND FRAME- DOOR, OFOI ID ECOR - CENTER ON WALL BEYOND PRX RETAIL ,..1 HSS COLUMN SEE STRUCTURAL 4" EXTERIOR BOLLARD CENTER (REMODEL) ,/‘ OF BOLLARD TO ALIGN WITH EDGE OF JAMB, PAINT PT-08 n JA- , : AT AUTO DOORS 1"--- HEAD AT PRX GLAZING HEAD / JAM : AT GLAZING ID JAMB AT P :" X GRILLE 10 JAM : AT SECTIONAL DOOR l 8 SCALE: 3" = 1'-0" j 08 42 29 02 SCALE: 1-1/2"/2" = 1'-0" SCALE: 1-1/2" = 1'-0" 08 51 13 - 01 SCALE: 3" = 1'-0" 08 34 56 -03 SCALE: 3" = 11_0" 08 36 13 01._9 r ' EXTEND WALL, CEILING, SUBSTRATE AND FLOOR FINISHES `, EXTERIOR INTERIOR Q SEE PLAN o MIN 1'-0" INTO POCKET , ,� EXTERIOR WALL r WALL BEYOND, WHERE OCCURS SEE INTERIOR ELEVATIONS FOR / 1 , , r GLAZING TYPE EXTERIOR INTERIOR 1'-0" EXTERIOR INTERIOR GLAZING ----, 49 A 0 II STOREFRONT W/ 1/4" SHIM, BACKER I '41111 FOF PAINT GRADE HOLLOW METAL - _ ill MTL STUD FURRING AS OCCURS ROD AND SEALANT EACH SIDE. WINDOW, PAINT FRAME TO MATCH _ `- '' hf� �I CENTER ON WALL BEYOND @ VERTICAL MULLION �'' 1 1/2" 1 1/2 I ADJACENT WALL F 4112'' 1 c41/2" CONCRETE CURB, BROOM FINISH CONTINUOUS SEALANT EA SIDE !eft CO UOUS S S BLOCKING N ' W/ SEALER ON INTERIOR SIDE GLAZING - fl21- 3/4" SOLID SURFACE STOOL W/3/4" - -- 1 - OVERHANG c� STOREFRONT _ --- .1'-- _,-;->" 4 , N da ° n�� GLAZING SHIM &SEALANT r ° — ° e 1 N*' a BLOCKING AS REQUIRED 48 F - fl 11 DOOR SIM 2"x12" STAINLESS STEEL CORNER 5 314 HOLLOW METAL FRAME, 4 s ^ WALL PER PLAN --, @ l l MASONRY HEAD , li GUARDS FROM FINISH FLOOR TO ,fi _ - CONC SLAB/FOUNDATION 41/2" FINISH PER CEILING {Y` �� DRIP 6 L#4 BARS CAST INTO SLAB OR 't - INTERIOR EPDXY ANCHORS @ 4'-0" OC,WIRE ELEVATIONS COORDINATE LOCATION WITH \ V\ TO HORIZONTAL#4 BAR, TYPICAL MANUFACTURER, OFOI HOLLOW METAL DOOR , n SILL WI : AT GLAZING SILL AT PRX GLAZING - HORIZONTAL & VERTICAL MULLION PRX GRILLE POCKET HEAD AT EXTERIOR MAN DOOR , 11 = 1_ " n _ 1- " 11 = 1 n " = 1 n 3" = 1- n , SCALE: 1-1/2" 1 0 08 43 13 - 02 SCALE: 1-1/2" = 1'-0" SCALE: 3" = 1 -0 08 43 13 - 04 SCALE: 1" = 1 -0 08 34 56 - 02 SCALE: 3 = 1 0 08 13 13 - 02 1 PERMIT SET DOOR JAMB, WHERE OCCURS STOREFRONT AS OCCURS EXTERIOR WALL EXTERIOR VESTIBULE STOREFRONT, CENTER ON TUBE '�`� 11 .30. 11 Oppr = EXTERIOR INTERIOR STEEL COLUMN AS OCCURS 1 i n [j ",�� ./.—/—/'-/�/r ._All_ 1/l/�/I/I�Y ■ MTL STUD FURRING AS OCCURS 2-9 •, f O. ALUMINUM AUTO DOORS, OF01 JAMB BEYOND A , VERIFY l BLOCKING \ \ -/ . CONDUIT OR PIPING WHERE r k , t TAPERED EXTRUSION I % SLIDING GRILL, OF01 SHIM & SEALANT 'TH HOLD F01 �__ __ - OCCURS - m BLOCKING RES , 0 .��, _ ` � - $40 ,OF TS FLOOR RECEPTICAL :ah.a,, � t,_____ ) i 1 � % j -'�- ALUMINUM BREAK METAL TO OF01 7 __ MATCH STOREFRONT , 1AN FL FLEENE' ARCH( CT ��,�,,,�,, 1x4 WOOD TRIM MITER AT /, ' HOLLOW METAL FRAME SET FRAME c _�••.i/ �.____f: FINISH FLOOR LINE _ „� CORNERS 1, I 0 BLOCKING FINISH FLOOR u.� I � IN FLOOR RECESS PRIOR TO t t� } ° a a tow TELLER SAFE %�.��r.∎A ., wawr.��..r�% ,, °- - L- - 5-- POURING FLOOR SLAB OR NOTCH ' - ft OPENING � , I i > ® ��; muiumn A �: ,�:1 �` � � �:`ar� ��7 cat4ta,: ,L � D � y} Lr CONSTRUCTION JOINT ��° S (RETAIL PRX REl-AIL o ,z FRAME WHERE IT LAPS INTERIORf X20 .o'ky�tk , 1YiA - <> ° FOR TOP BOTTOM `' v °- FLOOR SLAB ] Waal" ;f� a x 0 IAN R. ALE IVFI� a _ 22 CONNECTION SEE 0 ° d w �,. �A.'. ° A6.1-1 SHIM, SEALANT W/BACKER ROD ° o o THRESHOLD BELOW \�, STRUCTURAL STOREFRONT, CENTER ON HSS °° • s 0 PORTLAND, OR 4 a m ° - FOC RECESS DEPTH VARIES , CONCRETE SLAB FIN FLR w. GLAZING 314" 5114" �: \\.2:5.1\ s'1z , , X16 E I THRESHOLD OOMn SAFE :" All ghts reserved.No part of this document may be 17 SCALE: 6" 1 -0 08 42 29 - 03 SCALE: 1/2 1 -0 06 22 00 - 01 reproduced in any form or by any means without " = ' " " = ' " SCALE: 3" = V-0" 08 43 13 - 03 SCALE: 3" = V-0" 08 34 56 - 01 SCALE: 3" = 1'-0" 08 13 13 - 03 permission in writing from MulvannyG2Architecture. A DATE DESCRIPTION 1/2" 1/2" FACE OF METAL DOOR FRAME VESTIBULE INTERIOR 3"' 3" DOME TOP \ r-0 , OUTSIDE INSIDE- r METAL DOOR FRAME t#'C ----\\-I - .. • ,, �� HOLLOW METAL DOOR 1x4 WOOD TRIM PAINTED TO w 4" STEEL PIPE W/NON-SHRINK WALL FINISH 0 MATCH ADJACENT DOOR JAMB - GROUT, UON ALUMINUM AUTO DOORS, OFOI ° -� RAIN DRIP _ 7; w 1 314" , 7 ' r' ..,Z7' �" I ' JOINT FILLER W/SEALANT AUTOMATIC DOOR BOTTOM �I THRESHOLD, OF01 - o»,)m,� �„",�,,,,«�_ Ce7 & BACKER ROD SLOPE 2°0 �� THRESHOLD AND ANCHOR i fti T1__ L-� _ - � �._. MAX 1 � REDUCER AND TRACKAS k nauc I- DOOR JAMB, WHERE OCCURS 4 O /, r a a `a%� ►_./ / .... PER PLAN 0: e .'i.� � . .�.,�b FLR FIN_.�.� �._._:�: �, _ FINISH FLOOR LINE s . • s 11-0029-01 ° ; 7 7 .. 1 k 1 :;5,f ..cii f l Al✓'y;. ,.,pr x ,.,,4A•r i. f,'a-.!- i v+,. EXTERIOR WALL STEEL FRAME AND OPENING • I 11.211 I / , ,, ; , r-4 z I\/ ____y}1 FURRING SEE V ° PLAN SECTIONAL DOOR, TRACK P AND HARDWARE BY MFR NOTE. EXTERIOR WALL NO 9 LOOPED AND SEE ASD 115A FOR MORE INFORMATION N - HOOKED ANCHOR 32" FINISH FLOOR LINE NO 9 LOOPED AND �� @ /,,''...'_� `11 r �, ,1111 � i a OC MAX AND 8" FRO .\,� ill■• I HOOKED ANCHOR a� 32" ° to Ct OC MAX AND 8" FROM END (\\ STORE 00375 i A6.1-2 > ENDS - W t k TIGARD - SECTIONAL DOOR AND LdlilrAAWilAil4 `�'�. / METAL HOOD - IN I 4:Y�� TRACK BY MFR (OFOI) ��•�� '{ FRONT (0E01) �� \ 1 11565 SW PACIFIC IWY SEE DOOR SCHEDULE INTERIOR BOLLARD SEE CONCRETE FLOOR SLAB SEE TIGARD, OR 97223 7 ■ f ,, HEAD CURTAIN- IN _ STRUCTURAL FOR REINFORCING I FRONT (0F01) 1111�III II► ,� 14/i5.1 1 1/4 : rT PLATE 1 GE OF DOOR Z OR ■ _ SECTIONAL DOOR, TRACK I z z AND HARDWARE BY MFR OPENING L W ;} SIDE DOCK SEAL o I STEEL ANGLE 9x3x1/4 x3" SEE o DOCK PIT FRAME (OFCI) STRUCTURAL FOR ANCHORAGE ' PAD-IN FRONT {0F01} o o EYE STORES F DOOR JAMB o 1/4" STEEL BENT PLATE OR I\/ �/' / CHANNEL DOCK BUMPER (OFOI) • I NC. J l DOCK LEVELER PIT(OF01) SEE STRUCTURAL FOR FOOTING 0 DOCK BUMPER BELOW CONDITION 3800 SE 22ND AVENUE sz ; = f 11.011 CONTROL BOX ON OF I PORTLAND, OREGON, 97202 MI INSIDE FACE OF CMU SECTIONAL 503.232.8844 `n o i 4 \ 3 1 WALL • 503.797,3509 FAX o t ( SCALE: 3" =. 1'-0" 08 36 13 - 03 SCALE: 3" = 1'-0" 08 36 13 - 04 SCALE: 3" = 1'-0" 08 36 13 - 05. t Y w A6.1-2 MOUNTING BRACKET - c j FOR DOCK SEAL wF FURRED WALL WHERE OCCURS COOLER WALL ASSEMBLY OFCI, - - ■ ., I 1 r ` ''i � Err � tr tr 4 '' V .iy � '� r ,� 5 y i t 5•o SEALANT WI BACKER ROD p COORDINATE WITH OWNERS VENDOR , u ♦♦♦� G� Jf ` {, f 7i� ` ',h { is 0 d f a r It 1. :art? ,�.�.�.�, 5 !r •:;1 k) L it• 5 9x3x1/4x1'-3" STL '' ` A6 1 ANGLE, EA SIDE SHIM & SEALANT AT EA SIDE razdrAtrzimmareararamigarzareAmk 111111111111111•1110. '� 1� `` ]k i r FIN FLOOR LINE h „ 'r\-.-.— —. — 0 - I _ IN _ _` 31/2 STOREFRONT CENTER i =' i 4"WIDE PAINTED % ON COOLER WALL 601 SW SECOND AVE 1 T ; :; ,) _ �� EXTERIOR WALL WHERE OCCURS ORD .,,_ ,IT YELLOW STRIPE ON % % SEE PLAN GLAZING TYPE 16 • �� {QFQI) �,. DRIVER'S SIDE OR AS 11 t 503.223.8030 I f 503.223.8381 II II I Ili, Ii��, 0 31/2 STOREFRONT- CENTER i'1I111�i SHOWN ON PLAN F • ALUMINUM BREAK METAL TO , ON COOLER WALL III!MATCH STOREFRONT ii061 0 CO EDGE OF PIT PAN SHIM & SEALANT AT EA SIDE 7'-7" 1 % MulvannyG2 com Y SS TRIM CONT AROUND ALL ....::: .. . , 8'_111 CONCRETE WALL X17..��.•.mwr.�.ArA∎AavAr.......�..% T`}! / �1�, '-err SIDES OF WINDOW-----,* FINISH GRADE ` -''� - NOTE: FOR TOP & ;It- No RTHWEST it is Ir BOTTOM SHIM, SEALANT W/ BACKER ROD COOLER WALL ASSEMBLY OFCI, CONNECTION, SEE STOREFRONT CENTER ON HSS �,,,4 COORDINATE WITH OWNER'S DECOR STRUCTURAL .;4iIi�OVERHEAD SECTIONAL DOOR AT �- FINISH SEE PLANS i SIM I + £141 GLAZING 1 FURRED WALL PER PLAN DOCK DOOR/LEVELER ELEVATIO ' JAMB AT WALL DETAIL y<k 2 10- GLAZING AT COOLER WALL SCALE: 1/2" = 1'-0" 08 36 13 - 06 8. SCALE: 3" = 1°-0" • 08 43 13 - 03 SCALE: 3" = V-0" 7 , 7 i4? ;jg vj t n ri - PE" ' ' IT SET 1 , 1 1 ti 11 .30. 11 , . f - , , ,,,,,,, ,,,,, ,4''''' ',,,, ,-,AiMii, N' , ,-; AI IAN R. FLEE ARCH ; CT �.,,,:4'-', c . - - - rill �1�aip gq( p r } M1ry 1b t{ sit r,y y i jM%+.'' Cy.l 1)5 1 a, tl'fir✓ ,. ,r.W 7 {� P t 1 PY,r' My - � _ � vJyd' vnlM dyr 4� y ','.'.''c''' j1� a l r Sri§ � - � - f', n1,, i3Pii.ANI arR. F , ENER'1:4 ,, ' tpPORTLAND, OR - ti,P 'IF 0. It.zIn , , „ , ©MulvannyG2 Architecture: '; . All rights reserved.No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. 1 A DATE DESCRIPTION • I ib' { {•,'h N V Ic I 'S'ij; Ir` O ' C, 4y 0 ,p N IM PM: ROBERT FAGLI:ANO ci DRAWN: co v 0.c) r DOOR & WINDOW In . 'j - - - E"'T"AI L N• `, ' ,98 :', h.1tN} N i . >Z i - Y li 6 . 1 -2 0/ qx 1�1• f ahl f •1 .M1 f V{ r M1 r,d ',,'°,';''',,-,,',',7 4 n4, t7 N ci 6. 0 2 0 6 C)L,.., V) ° s 27'-4" 9'-9" 33'-8" 43'-5" 43'-5" o z o / / / / ca.�� a mow ce0,-a S m moo o `Fa.. oa W Q� S OZ ��20 j44 m V +6�' cmac 8•■ L Q t%i w=W c�3W o "�zc~) o — Q 6 O v Z 0 Z<0 0 w p 'O�LXw Q<n�w 3�I-zaa pct¢WW(E) o-°w aavcn ` °z v,oa dw oo�o oz 5 ¢('o< -.°c,m m LIj o 0-•0,?' �.�-`'Z JOu_d p'-12�v.- Wa w-WN O-.4J OtiW GIsG.,u• I-?m pZEE— OmZ0.'7 Et O O O tnii Je2 W° WZW O z ¢Z O Oa `n�°�l,l J Cn z a,,,i i? o I-- z zQ/ CULT �/IER LoA1/ (EXISTING) a w� mw NFU amO.w CGp Z oc,-'na�w=0 o �t� I-`�Nw�i�a owY za.w ��./UT I AT�OI V INFILL O I i o 0 OPENINGS " _ (E) CT ,,mo�oo 3_O CS c3m 3'-0" CS (E) (E) (E) CO (EXISTING) —--- ----- -- ---- - - __._.-- _-- --- - -- __ -- ------- - - __..___ _. _ _ L�� o-- —� 1061� 1074 -__ -.. ., ,■ ,.� �.. , " SECT 2 2SDPA 5 ROLLING GATE ,.. _ _ , _ _(E) (E) ° 10'x12' O O 3'-4"X3'-4 4-2 X3 2/ DOOR OVERHEAD (E) (E) (E) (E' (E) (E) (E) (E) DOOR 42" (E) DOOR, 38 AFF SECT 1 a CONTROL DOOR, 48"(X)96" 48"(X)96" 48" XE 96" 48" X 96" 48" X 96" 48" X 96" 48" X 96" 48" X 96" 48" X 96" 48" X 96" 48" X 96" (E) :;n o 0`/ MOTORIZED PALLET RACK PALLET RACK PALLET RACK PALLET RACK PALLET RACK PALLET RACK PALLET RACK PALLET RACK PALLET RACK PALLET RACK (E) PALLET RACK II [GE21 N-480 t•1 A 0'EN TO 'TRUC RE N ,,,» »' I P LA ET RACK PALLET RACK ° °D }B1 CS a(n irri/ �' 1078 wASH i Ill ° ► ° o w A►CS .,47..7.'_._:.,...b:m / I 1099 DDac uc,T r X Moe ta I If ......_ JHOBVG (EXISTING) Q/ (E) .x w W M" MAIN E 1 ¢ c� c� n ® n n c� RECEIVING I ... , til ±.% I a _.. I V ! T O (` ! V 1 EXISTING 4133 - x (EXISTING) t ) EXTENT of/r-�1 rn;t }PEI TO STRUCTURE (EXISTING) = h cZZANII�IIr �.-� / D / �O0 Q (E)xW ° 0 OPE TO STI UCTUI�E Z ARr� _484 2SDP• z / i vi y��e- J I— /II/ U CHARGER AT ^ X �- C� IXEM 2SDPe' Q a� 0 . ". �-1cc "(E) " �J _._ ... .,. .., PM LL ET RACK - _ y (N)GE141 PALLET R 6 ._ Q �. �1 _ 1...lij I •' (E) (E) (E) o ..) _ 297®s 1 A N Z _ -1.3 4,■ 48" X 96" 48" X 96" 48" X 96" "(E) » »(E) " »(E) »(E) 48"(E) "(E) » "(E) » "(E) "(E) - » f I (E) (E) (E) PRIMER M1 B o CV Q d- Q PALLET RACK PALLET RACK PALLET RACK ,■ 48 X 96 48 X 96 48 X 96 48 X 96 48 X 96* 48 X 96 48 X 96 48 X 96 4'8 X 96 125y tN) '' 4$ X 96" 48 X 96 48 X 96 2 Fl 3. St m Cl°' - J "" PALLET RACK PALLET RACK PALLET RACK PALLET RACK PALLET RACK PALLET RACK PALLET RACK PALLET RACK PALLET RACK GE24 E PALLET RACK PALLET RACK PALLET RACK �/ V ``' `` - ~ c,. . riiiiiiiiiiiiiiriiiiiriiii iiiiiiiiiiiiiiiiiiiiiiiiriiiriii'iriii/iriiriiriiir�iiiii ,. :. - I.. I1-"1 X N I'�[ I R V 51 D 6 9DD O 1= 32 (2 H) �� ' 55 I -:M. . '; _ ___ :___56 r:-. — - 0 a mi:• _ - 20' (22"8,144"H) 16' (22"13,144"H) 12' (22"B 144"H): r 4 (22;13, 144 H HYPERMAXI 12 (22 B, 144 H .2 22 B, 144 H HYPERMAXI 090 I� N III !® .-._- ° 1 1-1 O S� AQE`AU 0 �2A Q ..._.AF' 1 �4 G , I Y OAS �- , , 114,0, 216 OW co -.::::,-_—,._w r mil . 11 I Ii �� t� III� Ia �� ® �a� �� ii Lir 09. , ! . � it � `v Mir :� �� r - - 10299 SP " 5'-6" 565657514" 56567 -1067" Q 66» 66" Q 67„ Q Q 66„ C rn O • ,� 0\, 1) _ _ Z Z Z Z a, F. ....... 6 -3 I I 7'_0„ U ,,_1„ ! L69 ff '- " ii n . . .-� E ..� IL .-, .-� �,hIM .-. , , :-� .-. . r .3 m . r o m co , c MIMI 1,'- • JE t hF SS • IlL t s IL t x e-rn tY N D a0 000 00 00 00 C 00 d- I� I� I,A CS �.Dritr.... CO © f„ n r` r1 r` 1 00 r. - ao 00 ao as 1047 GCR19E GCR19E vR I- :: m ao m m m m m m m m m C°c� O - ° - - _ - - _ - . x x x fi - 11I- - V N i v ✓ ✓ v /��;", . �N.� .Ni v .Nr .Ni �Ni QO 00 00 00 Q ,(E) o o 0 0 0 0 0 0I`% 'a o 0 0 0 0 0 0 0 0 0 0 0 HSW -G 9,...10„ HS ,- 6 a"rr CHArr� £3PEN T4 STR�3CTt1RE N N N �. N N N N N %r' �jf N N N N N N N N N N N N NCE V 0 LINK FENCE R G50-3 G50-3 G50-3 rfJ�"�/�� h c� c� �-: � IN //////�% G50-4 G50-4 G50-4 ,G50-4 ..... (E) „ .r`, 9,_5» 9,_0„ 9'-0„ 9'-1 , 9' 0„ 9' 6" 9'-6” 9'-6 11'-10" 10'--9" 10'-0" HS -G 9'-10" HS -G s'-11" ° a w ,, 0 _ m LUG AGE -,, , , < (III i � a I 44° APPROXIMATE c� �„ GIADE\ (._ °'LOCAl10N OF NEW r ,1 c� 22"B, °'�' °hti (� •GREASE INTERCEPTOR 3 � ' 6 n " » 24 ( k .9'_3" 20' 22"B,78"H H• ., 16 (18"B, 87H) 16 188 87H) _ j 1421 EEL, �� GRID G NDOL ,_ �� GRlD G NDOLA �� , � X f�h_ G50-3 G50-3 -0-3 - ,�,� • I[�� 4 0 \'��'�' \ 4 0 • [�� ,:�� - ,,.. 10 --8 7 -0 7-0 , --��, ,�..�.,..� `�,�, \ ----� .a;. :, =.r s / N N 7-1 .. GRID G�NDOL� GRID GONDOLA �� m "J CA °) W ' PAD7 2 \ I ` �` ` W,I, , x 17 2 (18 BH 18 B87 H) PIB21$7! ,w 1` 1�� 0 I�) -) ^} 20 (22 B,7s H} (HD) t •� U W W I 1 HRPVIIiS 1 -03�. 1�A � �"T 13 2 ,, :r, , ,„, _ow. . I X11,.... �, I z¢,06!: I r 1 6211BR- ^ IGCR19E GCR19E ■ .0 ■ 20' (22"B,78"H) H! vi Q 6' 18"B, 87"H 2 . 1 Ch 1-..-ir , z = . ,/ t = 20 (22"B,78"H) (HD) _ _ - _ c0 1 o i\ i� 03 w g r. ,) I 1 III 00 II I ,, ,: r I w m , n t.° a) rn a 6' 18"B 87"H w 32 22 B,78 H)tHD a ii - t ; rn �; ,., o "� I GRID G•ND• A tl Mil LO- GCR19E GCR19E o • d' - - - V a N o 6' (18"B, 81D�)NDOLA ! Fq1 II 6 -5 5 0 5 0 5 0 32 (19 B, 78 H) O) ih CO d' !,�'(E)BEDD I \G 264' Q II �AQD e E TOO - � I ;i oir,Ail. - rn !I' ll 5'_11" 9'-1" 4' 19"B, 78"H) _ 24' (18"B, 67"H)GRID- GONDO A 36' (18"B, 87 1H) . _KW mom" , , e _ SEMI" �r Irrrrrlr t _rri ee>U SDI ��'11I I ! J V 0 MOVING :1 �� HE � �� •mac• DO �!!� IEaR � _ = ..„7„. = _ = HS1N4 Ei , a GRID G•NDOLA � Ir AFF SHEET SHOP Niiiii.„., h X 4...0,1,_°p o0 ° °° °D 24' (19"B, 78"H) HOM1 (f) _ 24' (18"B, 67"H)GRID GOND� A 36' (18"B, 87"H) , ,,, i, < , Q , (E32-45 lin • .ot M cv 1 r I 9 6, -. -. 4 a Fir d sxi 05' pi _____ ,..," 10 , will „, i Lern) m e-■ 32' ::i: :: ::.111 7'-4" ill 7'-0" ill 7'-0" °a [�� Ii 6 N .._.... �� _1 _ (� �� 3z 4S N.„,,,„ . eo �_ o GRID G•NDOLA!I1 N 32 •6' (18"B, 87"H) m - CY) N;;;el C) �_ - - I') SAT N �-' cD O !Y N 10 = I I oo N -.....k ca o v g' (22 B,78 H) 8' (22 B,78 H) » o� I 1 172, c0 i I cr - o ,� 32 (19 B, 78 H) _ °' `� N 1 W 1111 ,- DR6OBPE irni m 11111E6_31111111111 ' 60' 19"B, 78"H) __,l E GCR19E GCR19E �_�....r.. �.....e. .e. = -I• !i� ...._ N c\I = ! ��_[0_1• B IIIIIIIIIIIIIIW/IEIMIIIIH 1r- 1os�lL�.�< r��. �' co 32 (19 B78 H) Id MN_ �� .1. ca 8 (22 B,78 H) 8 22"B,78"H) 1 1 H) L. n . ..-.. CO 1--- PROVIDE POWER FOR o GIFT 60 19 B, 78 H B II „......, 4 AIT REFRIGERATOR I 1 - CARD - j ao - o ` I 28' 19"B, 78"H t .I ., DCAP I LO-co MI te)/111111111111111111111111111111 0 (.0 11111111wriimorft. ::(3)1 W o w m 28 (19 B, 78 H) 0 7 mi 1111111 _pi__ 111 ij c ...i.. ■e ;. 9S I CR19A GCR19A GCR19A ow G50-4 __ME. �___�_��_MR L�uI. t . Q O wiP "- '°- ° , ° HOM1 6' (19"B, 78"H) E (E)� t D (NI Ji i o .• `�' 28' 19" 78"H e"t ° N� D I� 0 C4 U w o r 2 .! tu, Uw o IIE' I 16'-3" 2 22"B 48" • •' 19"B, 78"H .i </ /� oo , » r� 28' (19"B, 78"H) rn r GM17 GM17 GM17 GM17 ��_____�_�` 6'-0" FeO O g -2 NI. n 7 -0 N 1 - a F- oQ 11 11 N I I = ca GM17 GM17 GM17 GM17 • 1 w 11 W ! GCR 9S 1 CR19A GCR19A GCR19A I w ~' ' " " 8' 24"B 72"H °' w 24 (22 B,48 H)LAMP DECK • (19 B, 78 H)IN 1 St›- �. 110) rn I 20 19 B, 78 H } °ro > II i i'!�___1 1 EXERCI'E DECK T o U ' • g,_1„ ,n ! WIDES"AN HOM1 » GE251-1 l' 00 . CURRENT PLAN DATE= - n 60 (19 B, 78"H) 11/18/2011 _ r _ 20 (19B 78"H) ,, _ _ 0 -- 8 r - : iiisimak-cpaiiiri millmam� �!� �E236— ' O (0 .. ,rrr N h C ■."W ��>A ��-� M r LI O NAL PLAN DATE c0 Od 106:A °1 m r e. Cij CV I 1 I MN S. III E 7/13/2011 N N In rn 60' 19"B, 78"H) L ( DRAWN CHECKED: u l■ GARDEN D 32_19"B, 78"H n I o O L... E = n H. GARCIA E ZION 1 . SIGN (NEW) 1: 111 mo11ii��., w �r o � i I Z �•,�• 9S ' CR19A GCR19A GCR19A i rn N N ,� ��MEM. Miiiiii— �I a, o - ,. REVISIONS: V U G50-4 •� 60' (19"B, 78"H) 19 2 m v c� 0 1 ,1 32' (19»B, 78»H) = N �O®� _ ,[11 111, ��0»��—__ _ � 20-8" o A -�_�_�__S_—_—_— 5d'-4 1 HOM1 60 (19"B, 78"H)I co r - 1 3 SG N 00 ..,��e� o O (E) - STANDARD PLOTTED SCALE: . BUILDING STATE: ■ Sri/,i" ��\^ TOTAL SHELVING 7,467 LF SALES AREA 114,908 SF X OF GROSS BUILDING 80 X BASE STORE 138,897 SF H MEZZANINE 5,016 SF 0// a • DOCK / UTILITY 0 SF /#'4Ø i1.1-2 i 1.1-3 GROSS BUILDING 143,914 li _ x . PI L 0 0 (11 AIXTU E L i 1.1-4 i1.1-5 i1.1-6 �� PACKAGE ID: . Not Applicable F m..._.375 5,.;�, .1.::; y��, „: , , is '; ry � i' , SHEET:, a i u. t.:. t ... .„ t i� �,i ,,err ,, a,:a .. KEY PLAN .. : CAD FILE: I1-0029-06_II.1-0.DWG • ***** PLOTTED ON ' Nov 23, 2011 - 120 51pm BY' phi t I pp w • • cn cwo 88. 19. °`` aYOo W - 0 10 12 14 15 17 o1210 Ja» » » » » » » » c4-18 9. i �43 5 43-5 43-5 10-0 33-5 9 -4 30-3 / 431-0" S a o 0 •< 0 4 1 —0 W p: : .��/O p cicaW aoa°�. 1,,1 Q._ 1.-c>% o z zin O O vz :82:: ��c�m I I ( ( wx � o�.�s(E) m w0 Y o O OW ��avW3 F- m 0 �Q 4 �C fna.J(L' �a�� W�W • I••.W Q ZW O M Z :::�::CO P E • SOBS e3 S W �? WQ �oN�w� o �� zo 0 0 p � 8 $ � S 8 8 g S � (EXISTING) (EXISTING) C1— :As,�\\.1,G� a w it 1 1 ► 1 � 1 I Q ` • Lf., cna P: wa Fo�.,,, ��W g°mw dW�" _ Vii THERMA-BYOB HRS . (� -c . J �U' 21s.Z O N W W L,., w § HEAT RECOVERY TANK `1 '�\\�' <C O W Y Z W z �' ONON R. r $ $ MDL: TS-tit-120-1,4130 V �`�\S 90 DVC GENERATOR s� 4 114 GALLONS ENGINE BY - t� � E� ?� � � THERMA-sTOR HRS k. g$ g i O g i g l g i M 2 O O CONC. SLAB AT HEAT RECOVERY TANK AWS-CHAMLERS �: Q a 11 A.F.F. MDL TS-1t1-120-1.4130 v CO I MDL;3500 MK11 __ 114 GALLONS ��J NO DATE Z RACK e/c RACK A 8 8 v > tHER�eA-smR FIRS I I ilti: 0 7a U .m •a o W MEAT RECOVERY TANK C I_a 0. I pip U-� DL TS-111-120-t.480 V ,/ N p * I S w 114 GALLONS 'GENERATOR ce n 9 d ce>a4 y ce> r a EXPANSION(E) EMERGENCY 3'-0" 3'-0" (EXISTING) �o ' a 0 TANK EXIT tE) Y (E) -•- 'I■.." 1 1 "...'"u® SECT 2 2SDPA �5 ��I�+��rw��l��■■■�[�r��11�D/soFF1 REAR L EC7 1 •t O G2 �.•"i1= ■■• .:• ,:is • ,:. ,:.. "q e.. '•_ _ -, :".V. ,, (E) E E E E SPRIN OiER \� co -- - _sue-- - = - sue•- _ _ _ O O O O 0 1L�-0 �, c.• , „ „ T4S OQ ❑ )TC} STRUCTURE s� ,� ELECTRIC 8 (24 6,72 H) „. ��1 48 X 96 4s X 96 4s ;X 96 48 X 96 48 X 6 RooF c4 TRANSF. ° -� ti PALLET RACK PALLET RACK PALLET RACK PALLET RACK PALLET R CK oRAIN_� �$ M (EX1ST1NG) ]2EG1 BSM =I IV T4S ' T4S (30 FM375F11GE6IVf�AT ... ,. .. (E) 0 � (EXISTING) ,� SATOCEILING AT (2 u sORS 'c? _ e I 0 g COOLER �, e°' �� o 2B n o0 43-0 L i,,./� �. ,,% i.�ll IL C �iuiiiiiiis (2) BATTERY Di MEAT 15'-0" W �� ,��/ / %//I/ G '�� ° 0�4, \\` I I CHARGERS AT , a T-IO" N o I `f• F' �b1 °(,' `'4/// G� '�� G' ''I I / I G N �[�[� V <��o¢U aYI CEII�too AT t (EXISTING) }) » g (EXISTING) w �w �w �' /I 08 a aw » o G 242 5-0 AFF PREP • ^_I �, F ii/j F, 4- F6+ '�i //' �� N 63(3"._ s-o AFF +■ 21'-7 15/16' L _ _ Iib-O PER \ ?�, !� �o /�0� 6s�� '4;4� G G j� sr� '•.,�1 ; _ * SAT CEILING AT�`�EXTENT �F 24'-11" W GE235 3 -�~ 645 SQ. FT. URB (E) N d. '�.;/i� �o sr ',,i I MAIN ELECTRIC 3'-0" s'_o" AFF IIIE 10'-0' F-{ GCR7 M29-480 (20) M39B I I I pQ` '''•�fi �� `��o `'' ►'i O (R) 1:,,... , Z ; „ 7 I Ca .4- . 4� ryco ''�, / i !�/>- COij Si E. co PL1M 8 24 B,72 H �^ 93-I 7/8 PER �� ;' __—� r7 ai vvi XFMR-4SDPB "I z =� !rr 540 SQ. FT. T (N) GE64-4o o /.' 0W ii,�� ° 1/ � �j/'�. 46 1 `tr I ' 0 XTENT OF .• o® o C -` "1 ( I i, �� V• ��\\(51\/ CS ��// j11216 ' iagl �� CEXISTING) (N) [ .. _.�,,, �s� ' • 109:1 484 " i r :'-' � :1 ; (3 ) FM375FTE6-4 I A LzsDP« 1 , , .� d. OPEN TO STRUCTURE GE93-960 GE93-960 GE93-960 -t:l� � !. COOLER '�" MLR-HWBSCLRBH i i a rrn�■mil QECE \G c Z Z %� . GROCERY •" BOLLARDS WITH 0 �� ,, Z F IXEM 2SDP �1i+ .� _ I. w i _,_. . RX RECORD ,:i� f O-6 L �' � i;w;,w S36TR-12 t 9'-0" W M231 M56 ■ FREEZER REMOVABLE RAIL (PA$LLE7 96 cE14 (NEW) cv ' - R STORAGE , � c� Fis -, r •_ • _ P .- �,= • " - J 9 1IM1A NEW �`iiL . . . �C ) w • L SW L,I, \,i ,r, 39'-0 PER I�� ►I � ��j SD 1 15 5'W GAS WATER HEATER too `I ( (t� I • , O, N I 95 *. FT. — - ` cn 7-10 H 192 GALLONS - RELOC • O 93-96 mil%t 1B a° % "\ i.SD -M °�,,.,� i ► M : 116'-10" PER , (48'18,1441'H) I t a_ R. i, s.. OVER TO CORNER OR 24 0 1� -' w ° , , » » to SUPPORT R36C` '� i I L� (R) ° c)N i -¢\/3(�0 I J D - c vii . FT. AS NEEDED I II--°`► "a % - Y R 5ii J 8, Os, T4D T4D 0 I^ 3 SQ GE 136V M60 ) ) 7;; w 66 mu, ' 'I BEAM ' ' ' T8 1224 `� ( rn I t ` (E) (E ( RB (E) I I I I 1 I� ir ir i I ,,'"'_ 0 co E A.F.F. i `� (R) 48" X 96" 48" X 96" 48"(X 96" ■ ' ' '► E54G-4,.. , _ 30) FM375F1 GE6-'-4 I I 60" PALLET RACK PALLET R•CK PALLET RACK 7 J U "" Iilliiltlllllllllll,l� • �„� I i� • _II_ _II_ _II_. JL_ SEAFOOD OD 8 0 SUPPORT GLAZER o PL1PC -----� DR6OCS R60CS c: r� Itr��-r-..- �.'�. ��—�■ISrr�1wr�1� rrs�■��w�1 �- i a #,.: E.?- FI LLE”/km.. �� _ _ 1 — III _ _. 'WARES to CO LCM ar i �- S24N R •' RSM r FM 5F1 G -4 DR6O S:1 1 1 1 1 1 1 ' V �r 4-3 )v ._ ii'.' MSDFRN�I2HX M5DFRNG12HX M5DFRNG12HX M5DFRNG8HX - PALL:�T S A NIN+ P DUCE :M. � / 0 G �� Ms12HE PRODUCE .._, P251 18 ..�� L_ �RETU- S ' __ _J___ _ �. _ _.L_ _ _ L r,,� '�� i++ o� ? ESGM M54-12 c. M5 ..a' M5XEP MSXEP MSXEP ,/� » PRODUCE ��O 16) FM375F1IGE6-4 (2) FM3` O� .s �� I COOLER (8) GE191 4 CUT �; 6 CURB ( C ) 0.. I i ;® �``�++�.\ pFQ`',,�� 12 SERVICE SEAFOOD 12 SERVICE EAT GE63C GE63C 60 5-DECK FRESH MEAT x 34-2' L (20 FM375F1 IGE6-BRUIT TYP PREP ,.� �:�, � . G�c,,+��`�.:? � _ 181-6* W ,-,o ( ) 41._8« L � DAIRY 4r �� oprogo.1+� /� 4' 5-DECK 8s-0" DROP a 91_8w H STORAGE ¢ P10 Ig,-b" W COOLER `� 43'-O" L _ ` �� FRESH PARTITION to ce I 105'-4w PER P10 g�-8" T- �' ° » , �� I �, w 632 SQ. FT. a 115'-7 3/4' PER N o 21-7" W I¢ 6 6 or 6 -6 9 -0 SEAFOOD �I�. ��I-1 ! V 1�AT w a I I o , Q -I _ (EXIST) = 739 SCE. FT. a 10-O I-I 1.o I ,• 5� .3 �" (OTS) — ° 134'-8" PER 0 11.1 Z i ! � 8' FROZEN I 16 FM375F1 GE•- WALLS BUILT TUBS h I 898 $Q• FT. .: = _ Nf �\ q ON cuRB, TYP. P 1 o I-- M 0) FM375F1 IGE.-•1 P7 ril 2 2 = S C3 = I x6�-36 I - CUT FRUIT W �J M -- TRIM STATION 8-482 T8-482 482 ST8-482 T8-4822ST8-482 _ P10 P10 PR = 1n .____ _PL3-20 (3 DOORS) � - PL1" 24 oo oo co co o GE63C 36' FROZEN S?A FOOD GE63C GE63C 16 DUAL TEMP. MEAT °o j P62 �`' �. c�l( "� //, (_ ;�■►i!r`115 ` •• •• o '' _ (8) FM375F1 E6-4• r c2 1 ' SHE i VING r .� �, GE63C, W t� ..,. • q82• _ _ _ _ j10-0 i \ 13-8 z � i �lY�i� - t6r-Pt6 I ® d_ � � �'(►:.��'�� ►'i�u t T T m u_Fl ER ' .. —I—2 2 Ill 201 r■ Q 11111111111111M 0 N N V/� Vii■ �i ii! ..� .� ._. ... ^ DR6 9DD ��e�//��1/Y��IY�/��/Y�L�G��////rs/rY�� '/m io 1°1 -• '' I SWILTI2HX rr_MWDTHX MHX ac l(�'•- IFT S 8 D5DL12HX I D5DA52HX DASDHX DASD1 DA5D8HX DA5D8HX CS M 28 REISTRY .� ` 3 G r////�� "` _._._.� SHELVING D5XLEP I D5XLEP DSXLEP DSXLEP D5X :1- D XLEP X__P I� DSXLEP DSXLEP ^ -1SW3-G HSW3-G 1089 KIOSK GE63C GE63C C 63C GE63C FILLER , ) -�.T -A;A I r-,,V Ir�_;;1 ,r► -,,.�1 ;;•r ;;1 -�,A I 9'-10" 9'-10" O 12'-11" 24' 5-DECK DELI MEAT 52 5-DECK DAIRY GE63C GE. ■ 20 5-DECK DAI Y y / / / W GRID RAC ING SYSTEM I 72' _®A 26-9 15/16 R' AR LOAD (11 DOORS, DEL I VFAT I I a a, .0/ A I I ! I . N 12 5' ICE CREAM 5' ICE CREAM I ;,� (0 „ ,,,..,,t .,„ uz—,- ''''' �' (2 DOORS) 15'-8” (2 DOORS) 16'-4» ? :d. ��A 91_6„ 131_6„ 11'_8» 111_6„ 111_6» 111_0, 111-0» 111_0" 1 _1» 11'_0' 111_1" 101-5» N �� 8'•�7" DROP �( �-� 46» HIGH _ ,,.-- � BACK OF CASE "�l.ls » » PARTITION �' 8'�-7" DROP LOW WALL '' / O BACK of CASE OF SPINE (TYP 4 S.C. 24' (22 B, 144 H) HYPERMAXI !� ' /ECK' ' ' ' REF. PET v) N A 4 5 4 5 DECK 4' 5 DECK DECK 4' 5 DECK PART!T10N 22 CHEESE U c.� U - - GM • -78H tf J�•; - vi sal i I(/)W AIR+ G5+ 3 RLN pc) R (IC) D RY 0 0 D PO PROMO D RY PROMO D PRO D RY PROMO .... �{ 7,3 pAll+'� - _1 - -'� � co M GGDNI 6PHI coo co GGD IC6PHI D5 LEP r �,_ +,_ G50-4 U I ►` , ;()SCREEN G50-4 ; G5 4 G5 -4 G50 4 G5a 4 ^� (� awl f A5D X 11 ,Iw,r, GE63• 1 D11 B- t� .. • 0 �i� �1 �i �1 1 E. D I(�1 I LZ�� MOM �Z 3 �m CZ m• HRPw1s RE1 llFMi ,III ell'• ¢ �I� f 0- c� O o ca ex 11 L. J , la B211 BR-80S T N >0 'F)' .a '`I►' u--- i ihSINK J !-1I Y o I°I o h(nx • • •0 w¢ Ca ® 3 ,: 6 -1 6 -0 $-0 P� (, I iL CF ►NGE DOOR iAd I h�S N O S' , cc) 0 0° 11 m I co d (9 ..G.) 0•• Z , » Z X 521 BR-80S PR00 FRS* I I i I ' -0 " - - - - - �� ° � � o THY- _ i = z o ° c°a d 8' 10" o. 7, 6„ 7, 6„ 7, 6» 7, 0, 7'-0" 7'-0" 7'-0" 7'-0' 7,-0" 6'-6" a ''' i — -17 vsAT CEILING m �-. 8'-9 81-9" "6S x R z ° ° > �' I x / / / / / co » �, N N N N = t m . o m , o AT 9-7 i°° it D1821__ �DR3 SDG \ h h h h w o lo N BAKERY m m m m Cc o 1 r m I i .•- � I °� -/I PREP � �,-� �,�. vi im o� vi '.'-o i II m ' . - : •g Li cn_vi>- co <C — — �-� 9 16 OL{YES & ANTIPASTO co 5 G50-3 i °� �-.. w 1 r� N'_ �o CI•-IEESE/OLIVE u's x °° ►- .. ^ -. x c�cc " JO. .: DI SHOP 1 1 Uh �- k X th 1 Lo w E 1 �� ® c0 `r"v\ATJRAL_°� FOO S 2 � I m x o. ,� �' — V 101-6" 101-3" 0, 0» 3, J. Cr)rn rn �-.._ i /, SS `1/ TABLE E) m taco ( ) II 'f/ I (.5 Co I �— I PETS 1 II►, .. G5j G50-4 •G50-3 G50- �` w w `O ° ,re I P'4 1 Co.. . --.._,_,,(NI , 0 0 20 * 1 . .�i ��ICI,• u a. E13 ( I / o cc,N ...., . . . 66" g 6" 66" !1- ' „ .. N N �, ” 1� M �� 0� LO Nit% . o �` o > STORAGE s » i \ "±" ` °° W CV, (a) A' _ , # 7 DROP Q a� h ,.Oo^1 A � PARTITI 7I Icpl g •- ` v V 1 < _ ., 2-4S 36" LADDER i ., B222 t- it ' \ 3 ' n ir DR36FS / pp �- _ = x 3, N._ ..,_ N 1 <C OS 'If ` --)-�Nip ,�.i I ' m O = Z Z _ _ _ _ _ \ - J J J a_ X X I 11.,.. r. r•� r. ....•� ! !II! II! ! ! ! ! !II! ! ! ! ! I L U -1-m �� N N N N cat N N N ^� ( Z3i � Z a N 2 _ 2 2 S 2 = _ _' o a a o _ �- N N N N CV V N N N N NI�, 0 h h h h h h h h �`v >CO CO IO /U Z �I �r :.V f,J t x 0 I`� t� h h h f� h h h h h "M .� FAKERY I w % Q -< cc m m m m, m m m Z` z O o °° o �, �,.- .-- , . >j CO m m m CD m d1 CQ m fYl " , Z ,„ : fl22< I N N cV N N d' CO Fa= v *i i :, Z \ N LV N N N N N cy C�v C�' N N C`+! I?� FILLER .. .. .. .� mummumm DONUT & � I�z N N co 00 0o ao ao ao o b o 0 0 0 0 co 0 0 1 9-O N 1�- BAGEL 0,<, 6) N35B! G50-3 050-3 G50-3 ce_ NI- d- -4 d- �- -4- -I- d- u. to to Lo In u) bill: to to 0 In LO 65'-2" PER ? _ \ ' 1�'� �i Fq G74 U074 G50-�3 G50-4 G50-4 ,� G 0-5 G50-4 G50-4 G50-4 G50-4 G50-4 G50-4 G50-4 G50-4 G50-4 258 SO. FT, ' m m �� B� �9 O I I i J 0 p >j' G50-4 JAVATOPIA GM20N-78H (0 I I t. 63 sr\ cFs , r��,c,o� POZEN FOOD .�� I � , ��, I GROCERY I I <F\ TOTAL H . ' LO „ /4 'Q- 1 102 DOORS 4- 8 DOORS PROMO ) ° _ 1 � �-� i 1' 10" 59T , : _I L GE1H • ;/ % 9--11 OP 151-8" 121-3" _ - -co - - - - �� PARTITI 91-11" 101-1111 10 11 1• 10 10 11 10 11 11 1 j 10 1 9--11 9 5 9'-0" q BACK OF CASE x � ' ca I6 I "" D318 �l s: ,� G48=3148=4 48=4 (G48=3 641 31 III GM20_78H GM20 -78H GM -78H GM -78H (E) O (E)--V ,Iq D261E 2 SH LYING o �' -'=1r �� G50-4 G50-4 G50-4 G50-4 G50-4 �! ,�2g 54 = = G988 G `$B '� IiR___,_r M�.._w"_.": r7 �IPI;�; 'G FILER + -� W w ,_ ,. x \ 1 �Il.l cr + 9 0 = 1 1 x 00 ^ ^ „E :��l� 1� I �Y� 1 I �1 1 81-2" Y VSAT CEILING i *a a - ^�. \ - .J r -4 1115 p� >�-- o-cz AT 10--o AFF » a PWIRI 2H P R12H a w 1n N N o 3 \ , f� » �i � ® » » ,.:. » , » is , ► �? „V �.�A!► v , ,.,�I I-- 10-0 r�I•-1 9,-9" PWE WE U ° ¢ ' .-�--� 1 9 -0 �J r f o,. 7 -5 flI'-ii ' 61-11" u m 61-11 6 -11 L 61-11" II 61-11" WI 61-11" ••:, 5-11 51-11" - 5 11 r- Illiii �-6 -0 1115/ e1•, T4SL - _0„ CE 0 at O I, •ict i_ Q _ =i 60' PRODUCE » o a 1 o f o I c i r i M•1-- I-- m �� n o I N I�, w 91-10n ca c� 1 . CURRENT PLAN DAT1 11/18/2 11 ORIGINAL PLAN DATE- 7/13/2011 DRAWN: CHECKED H. GARCIA E ZION REVISIONS STANDARD PLOTTED SCALE 1"=2O,_O" BUILDING STATS: , /„ TOTAL SHELVING 7,467 LF SALES AREA 114,908 SF x OF GROSS BUILDING 80 x BASE STORE 138,897 SF MEZZANINE 5,016 SF A O . DOCK UTILITY 0 SF i 1.1-1 , i1.1-3 GROSS BUILDING SF• ANAL D Q T • i11-4 11.1-5 i1.1-6 :i tr PACKAGE ID: • Not Applicable uwp I 1111\\N\ ^; +1110r s+a\ ,k SHEET ,„ , ,to is �% \ i- tI rir '�a� t� �1 \ ss;, ,ltd ,_, +, �i; °G 1�1 ie� i. ii s a.,„. ,, ,:' ‘ ':' \-: KEY PLAN CAD FILE' 11-0029-01__I1.1-O.DWG ****scc PLOTTED ON I Nov 23, 2011 - 12:51pm BY: ph I l I pp 7 o ° 2 ;6jc U 5 U ±;!J t. /. ..t // - / //.tr. . /7/ - ///t /..� / .l../ ., //'7/ - :r - ..r - . Z oc m / ./// ...../// / �IX ZZ V < Sao riiiriiiriirriiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiriiiiriiiiiiiiiiiiiiiiiiiiiiiiiriiiiiiiiiiiiriiiiiiiriiiiiiiiiiiiiii/iiii/iiiii�iiiiiiiiiii/iiiiiiiiriiiiiiiiiiiiririiiiiiiiiiiiiiiiiiiiiiiiriiiiiiiriii/iiiiiiiiriiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii ,,//�/i/ w\0 z („,, z0 jti MEMEME=== DOW Li r1t11sm ''�.,��ip z z ac c�i z `-a a ;k (OTS) ---.1 /r 'in :L":_Jc>"; :!:C(;: :LI.CI'j:30:OZ L.Juj'7'4 (OTS) MIAlla ■-•puj o.i.unot.... €. • PPEN TO N w ~ ¢¢¢ °so>`' , IDF BELOW FOR %}/ o a a_(w `�o c'S/6 IFT RELOCATE FROM a0 STOCK LIFT w w a``' °v n- O :. . )DEMO'D ALE r p w V o¢MEZZANINE I .4 / °ZZW._ Z C7 Z -J�--z m,® •LE24-2• .LE24-2• •LE24-2• •LE24-2 •LE24-2 •LE24-2• ALE24-2•ALE24-2• •LE24-2• •LE24-2• •LE24-24ALE24-2• •LE24-2• •LE24-2• •LE24-2 LE24-2 •LE24-2• m W o a ce o w °z ci Es col 0_ o�w N°�� 0-mow I-�m �zQac� Zm¢ct ;w'uj w�� o: Zwzw 9. 20 4 �SZ O 9Q Nu.. _- 410 �� Z W� C7°�-12 10 43 0 - Z o. I,i— z z 43 0 40-0 1 3 r o / A__= V=ZZ1A \E �ww Q '�° F Ww "��v-3 c�.� 1'-O" w Way °�Z °� chi. _ <OLUY wQ:Z o-- w 1414 SQ PT �owY zo�w za� 11,-O" FLOOR TO FLOOR 0' I cn 0\ I I i b r--- O X 1 (r) Uni ,.. -1' -H.--':--r------r.—Lr------------"--"- E.— I =- O at -- __ _-_- — �� = N /�, \\\ e `V °;:;çt4,,`a O- __ »��® ®le.1 off` `1�p '''%%��i�/ * 4 ° �C`1�,0 ''�.,,� \ I RAMP TO--- I I a� ♦ , o �� ,''''��!/l/l / �/ ,''';��./lf 4'-0" r CS GRADE A / .41111111111111,, o,/l C �,. .004......... ...... ..... .................... ......... 1. ... CO rrrr/ 6' i V 'i. / „ fey„ ,., F�\ss� �/ ■�i F� �� 1 09:>r' .ri /iiiiiii//iiiiiiiiiiiiii riiiiiiiiiiiriiiiiiiririiiiiiiiiiiiiiiiiriiririiii/i.iiiiriirir/rill/iiiiiiiiiriiiiiiiiriiiiiiiiiiiiriiiiiii/iiiiiiiiii�riririiiiii//iiiii/iiiiiiiiiiiiiiiiiiriiiiiiiiiiiriiiiiiiiiriiiiiriiii riiriiiiiiiriiiiiiiiii,l �(� INC BRA 9%sr Q��• FOG 0 1 18 j :.1=====e1111 11 .'�'// (�:93-960 _�; Ifiii,�,y �,,-,1 - �/ Op f======== ' /ii Pill . �� ct I>"j ,►II A� (R�48 X 96 GE14 RR / --.-___ ?. .... PALLET gA c (NEW) tl = % °,. CHAINUNK I `F?,'��'�i/ll/I "CO UJ VG <-1? ALE28 / OPEN vI ALE S T 0 C< '� '�,��; Z ImX IEI�T r>= 3.-0" 1 ABOVE W cATE (OTS) rn �. �., ..- (� .93 96 1 MEZZANINE ...<21s-0" H. ALE28 u, • �� co N DOORS Girl/i/rr///////i///ii 1225 SQ T �1 I I ir �I 1� �I �� r �I 3,-0• d' 8'-0" H. %% PORTA I I I DOORS %� 411■SA4 IL J �� L. _I� L _IL 1 W WASH `" tE24-2 I 60 ///////////r/////■ ca �� - �. �. _. _t_- .t. - - _L_ - L_— 34' I IAP "S SAF TY 9' ITE FINIS BABY 1 ALA 13 ALE10• 16 FM375F1 GE6-4 N FIRS ON GONDOLA FURN. 3 ( ) 1 (2) FM375F11W6 (� • I FILLS" 16' (36"B,144"H) 36' (36"B,144"H) RAISh�CEILING w LLI R I DAIRY W - TAD 1V-0 AFF , COOLER ® 82 BABY GROCERY ►� I (� e> w °'A 0 4 •_O" L B Y I C 1..1..•� IL I', t,' ,�I,: I ' �- N o a 213-7" , I -►�t�; -►;�,_ ....►��- o 10`-O' N r� 18' BABY (-IABA G50-3 0 I, `1;1 1�'\ ° 134'-8" P : _ _ - - - CHL2 CHL2 CHL2 11 PER 5, 0„ 5,_Q„ 5, 0„ 5, 0„ 5, 0" �"� 5' 0" • .50- _ < 89S SQ.�?'. w z Q G50-4 �.G50-3�. X50-3/ C 50-3 •, _ NZ II N N N N N N _" m Ct1 ►w�-•' iw1_T6D L '^ ❑�- ��Ir Ir ILr_FM375F1E64 �r..�■..■�..�.. t' Cn m m m m 8 �• C L1 CHL2 HL2 I.- •- }_ ••'I O • INFANT Ai: '" DR6 9DD ■ I srr- I 'III/// z .. 0 ik „DA5D12HX A5D8HX ; • //..9>∎••,-,* �\ --►w� - - . ►� -,�` i` f� �� co m G50-3 G50-3 G50--3 G50-3 ��.e. `1, `ice �Ir LI� SXLEP D5XLEP �_ , _ CHL2 CH iuI At13 rV �1►ti ,1 I A 11V l► Al) - =1 C3$ V GE6C GE• 20 5-DECK DAI Y �, E 3♦ „ „ »4 -0 8 -6 81-0” 8-0 81-0” - w TODDLER w A1QY 26'....9 - 15/16" R AR-LOAD (11 DOORS) o ❑ r-U ( I N I m OPEN TO STRUCTURE(N)E(I ) NEW SOFFIT C 1 CHL7(5) (OTS) 14'-1 O" rt i . 111_0„ 1 -1" 11'-0' 11'-1" 10'-5" (2)AL 35 --"� ----; ,. d' �.� �. .: :._�, '_� .. ,� N 4 S.C. v II' v w w w "._.�r U U U if REF. PET N f N N CHL7(5) W AIR (2)MEN14E (2)MEN14E (2)ME 14E I GM20 -78H eq., ,- •- ALE18 cn I cn ^4 w w ,; w A E36 W w c.>S REEK `ti I 1314' I ;i �,I' ► : , . I,E� ¢ a �; -' BASICS . ¢ W z 1� It MEN14A 8 !'YOUNG MENS w I W HL37 Uck1i5) U ow Ill ipt E Viz� I �. .i. N N N N w w ¢_ . }, ...I >,.. - ,1� _ MEN14A •bld s Mlli 1r/ lig EIS N 4111. ,I (8) I CI MIEJ �, 1 01 �' �x )f . t: � = I _ _ w - .- ro w I w --- CHL7(5) U 71-0" -0 7 0 7 0 6 -6 8 -0 , ¢ 28'-O" ¢ 28'-O" g A E36 BOYS 4 - 7 0o N t N . .. w itlj w (2 EN1 ■■ oo�i o0 ii.„(-0) 3 r �� MEN 14A 5 '�' 4■■� -1 - ,�,... CHL' 6 rm 4 a, I (c.:::....., �,; o �� w � MEN 4 CHL37 � •t ) �� lei La 1111 leilfiltita*% 1'u ,�,' /\ A E36 ll ICU ..--- i I I 1`t am, W e .. ,r r rW ... t fi..,a ;, • ¢ ¢ `� A 6 A 6 A 6 102 A m - - - I.r_ d.. J 'ME J 1iir d iir!� CHL37 CHL=(6)` I °' i � ¢ < < ' < u CHL44 w �- d- `�- c w 1.0 � a, • w w _ ao J w -a. M1 _ I Elm' M 4 ¢ ¢_ ¢_ ¢ A°r►600 A°�,6ao A„-6 A—.ao �' v H '; ..c r I I__ "� ■■ "� ■■ m ■■ roc ) I PST . 11:p �■■ ■I. r.■ _ „ . I 1 v. NM N� �' A E36 A E36 BOYS 8 IS • -1 O ME\ ¢ ¢ ¢ ¢ ww w ■■■.. - co (fl __J BIGTA L dip .., __,, _ , _ I - mini! w Ni- d- ■n 3W---14.)1 I _ + A 6 A`'.. CHL37 CHL37 V V MIS �II� III a e ,.;.r.�:�.� ■� ,w CHL. • L 1J" O II, d::p �■�r w A E36 w w , III H III H ME\ 6 -0 ~ ow BOTTOMS I I '� ■■�, w T t �.�.: w..;..::.rp ....iu ...,i v..wirr -wv.+-^n..-*+-Fj. - - - - - 7 CHL7(5) v < Fen rn GIRLS 4 6X G 6 00 � S // �-..: I w w II- -1 w I l• w ,• .. Q J a M ��d Jwl E J =_ _ _. I - __ s.c ¢ ¢ .--U U U CHL7(5)_ , E36 1 Loymnit)(;) Ewmipiti ' 1111_ _ _ AE36 A 6 A 6 A 6 +►^ ,-. ,-. r. .. ,Lo M � am I ( � M r x x r t s Z �■ W ■■ ■■ err`N N N N N N N N W .` bra ��r HL37 I r` r. t` ft` r` n I I�� 1 CHL44 'n m m ai m m m m m 03.ii N N N ii C�! N N A:-- ;III v :: %ARHARTT ALE48B DI E36 A_E3: _E36 �!► ALE48B i 1::j` V CHL- 4■■ ¢ t ) cs • �t� t� CURRENT PLAN DATE G50-4 En G50-4 WM I 4I RAISE cEStING SEASONAL CHL44 GIRLS 7-16 11/18/2011 GM20N-78H E36 A E36 A_E36 A E36 TO 15'-0” AFT A_E3: w ■■ ■■ A E36 A E36 m^ cs 'S ORIGINAL PLAN DATE: <FNR TOTAL ■. + L _ = t 1024 �, I I ( _ ■■ 7 13 2011 ALE10 LE1OA ■■, I U CHL: 4 f I / /h t ) , 1'-10" 1 CNL FITTING RO4,, ��iL __. �`'� DRAWN= CHECKED 11'-1" 10'-1" 9'-11" 9'-5" 9'-0" -� TW5 - AL i'3- 0 H. GARCiA E ZION • rn 1�, I A E36 A_E36 0 ao GM _• -78H GM • -78H GM 0 -7 • -7 `�I d- o �, �. Mb III _ 8H GM 8H -4 q w w .� (� w +'� ... REVISIONS a a O I 1 1 I. '�l' '■!` I -' ALE1 O M _��_. M r'7',';.�.� M 4'x42' • 4 ` - —�L 3 • - 2 115 • ••••:e:�w i i w M 1:: M a �� AD 0 linop, 0 U NI" 0 , » 10 A A E36 I Z Mr ,' 1 d:: w w E36 ALE39 ALE39 ALE39 » .:'.. `fir I' ' '¢ r a A_E3 6 -11 �--� 5-11 5-11 - 11 6 -0 8-0 I. _E36 TOPS ■■ �L" �! �/ ■■ `ii is i'i Ins 211111. we '� ; i Ii I 1L I ACTIVE A_E36 A E36 M + AL 6 AL 6 AL 9 :..•` I I �I' I` W A`ao A 60D %0 STANDARD PLOTTED SCALE w s W CLOTHING •�• ' '■■ 'w '■■ W I E36 ALE39 ALE39 ALE39 I 1"-20'-0" :-:.:; ;° © �° �1 ¢ -ACK .� ■■' ■■ ,� -1',.,, ■I► rim-! I! I�'':� �`��' I�` �� 6A 6m �iiiiiiii *� \ 1• %iiir/iiii AL 6 AL 6 j cn I1I ;� 7.•■ --�/ A E36 A• , M /*r'''te 1019 `�./ ■■ ■■ ,P ��■■r �':o. -■'�., 1.4;i:i.i R.••••••1.• E LT:•,...... •.•.,. ■ it E (1. r. C• . � _, I, CC. �, P L.__L g.:... i� � 1 T i1.1-1 i1.1-2 w w ,,a /- GLOSS BUILDING :::::::: E �. }� �.c' ."` . xd. %A 30T I % • • • �� -�� I N T43 WI MN.- ,-�. .. SP C A TY .. ■■■ d- r� ► �) I SF •...•. I•,,l I I ■■ ■■ i cIHANuR W....9, ■■ ■■ 1 ■■■ z ■■■ z NT11 z :o GM24N-78H GM20N-78H / �i P. :I ACTIVE �' 1 L.�- W J NASA COSMETICS _I ♦ E12 ¢ 0 F 1' E L z �9♦ A E36 A E36 iii/iiii ■iii l, o GM2ON-78H 176M2oN-78 'H CL OTHING E102C a ! PA pulls ze: z. ax Zp is I (� i1.1-4 i1.1-6 STEEL PACKAGE ID: 0 271' I RACK 1 ALE120(3) ALE3: 1 ` _ 1 - ' Not Applicable L_J L....... F 0 ••• :,...:.. ...... .• �ct w 1 . DAMP (TA INC: 1 375 art r � 11r g c7 is � f� � �hn�\\ � .. YE KEY PLAN CAD RUE= 11-0029-01_I1.1-O.DWG • r oV Z o W z rw x QO QTY :::;) WNp Q W w W Wm gw ��-v++ �II 0 a . C111 0 2 O 27-4 9-9 33-8 . 43-5 43-5 .. °`ice a C �WW ��(>R111s� w G50-4 _ 28' 19"B 78"H _L -----� a :3'; o a 4,.: I ( ) _ t�o °z� JAS �- G50 4 m x I •�� . � . 9S CR19A GCR19A GCR19A o, -� � RU L__ �F'C�I�T . � a W � � °° I I HOM1 6' (19"B, 78"H) (E} .�. N w Y v°''" j:1626 �o W to CO 7 --11 ic) z ww iQ- a� o�}� N JI o '• — co / 't'28 19"B, 78"H 304' ° M DECOR W o cn� ¢ �°o U !r m 12 -0 - 1 �1 „ a�w aa<Lu za`$ = v w ' M o ; m 8 --2 �27 I 384' ZF-o U a=W o _ I ►°n 16'_3„ 24' 22"B,48"H i •' „ " ■� °z in a ILLIx o z °o m,� _ Ow 1 I °. :. ( )LAMP DECK (19 B, 78 H) w x o a ``w z I 0D ,► I "? GM17 GM17 GM17 GM1_'7 GM17 6 -0 (E m w 0 o 18- -v,°� /� ao , „ I`• -d, 28 (19 B, 78 H) r� I �—____S�_� N w U w 7--- _ UC' ,� 9 -2 / o 7-Q / m N ( o °jm °z o o© II r tx 11` -- i i = ca I GM17 » GM17 GM17 GM1 GM17 GM17 , „ _ cn W w ao e 1-°---o LA 4 72"H) 24 (22 B,48"H)LAMP DECK I ( ) (E z z o,z v_, �; �� GCR 9S CR19A GCR19A GCR19A N 20' ( » 78"H 8' 2 "B, 2"H) °' 6 19 B, 78 H - 20 19 B, 78 H w W Q z w cD 0-! ti N CC W �= �=- F=- N r7 , N w CL W•F.`Z O l%- Z z Z . C.) ■ U I ; EXERCI E DECK; 1 t m <n W *CD o° > . : 00 o ►. c� ■ 8 w w o rn CO N � �w omw ..oWno - ..' 9 -1 60' 19 B, 78 H) w °o. O�-'cnc� �cnWC�a °` N » HOM1 „ » _ N 'GE2. w�p� �Q°z o °W� U w h- WIDES'AN w EN J \ _ _ _ X 20 (19"B, 78"H) M » w N _ <Owx _..0M1.,3 sc��Illiii' a ca co w I� 106■••rw p ��a; �-,■� �!�.? 'f)IC I-1.4"" MI 111111111111'co m m m N., GARDEN _ SCHOOL OPP I C� WI] ON ` 32_19 B, 78 H) L. SIGN (NEW) �:■�� t ��a;. 9S I CR19A GCR19A GCR19A w a) to' �- `° f ®m i' I 1 '°2...--h-1011 _ Cp ill ! 0 050-4 9 -3 �� 60' (19"B, 78"H) 192 LO ON I CI 1 \ I ( _ 32' (19"B, 78"H) ►�' f b OA . _,,, ,(-pi, r7 I w HOM1 7 8"H)(19"B, 5� r w 1 1°° GCR7 ° _ w - X ° x . I L. 32 (19 B, 78 H) _ c �c c°. LL pi' 1 i,� w I ., w 48' 60"H BOOK RACKS " `, 56' 60"H BOOK RACKS ..... a, GCR 9S NbCR19A GCR1 9A rn mpg _S�®��_�� r; 4-10 s ,.,? z ti-od 411 ri- PR J I' :3:(I��;3.i��::i��:3:i��'�:1:ti�'''�:3:i11r r`�y'i��:.i�' :3'i :' :'i c' rv' .. c� ��I ■ ° HOM1 /�� » » . �.fi�� 3.i�� 1. �� 3.( >t ¢ r7 8, 0» 1 6, 4' 1 800<6 MAGS 120' EI. _ z 0 - - I ;� -co I I i = w W DC c - 0 3 r,El 2' (19"B, 78"H) _ 60' 16"B, 78"H)VENDOR CARD RA KS N Q CO a 6'-0" .1279 �� - J Lj _ I` - — 9 c' CENTER i 0 SIGN (NEW) ��tAtl .. a II _ �' --�___O� —��■ ��_��M■. Ib� N <(zoi ,‘ . iv 1 0 c� HOM1 32 (19 B, 78 H) , ( ) D RACKS �__ ill'1 TOY - o .• 1. . . o C ARD F AETI i ,..,..iF- N" II 0- 3 ' 19" 7 " 292 " -2. g ft 2 CV 0 a_ B, 8 H) _ 60 (16 B, 78 H)VENDOR CA D RA KS , 9 r �-I (::::::) Lu Co- °' 1 OD 20' (22"B 48"H) .�....�. ___ �� ' `� - �� ■.■...�� r: 32 (19"B, 78"H) 60' (19"B, 78"H) ..+.r. " L■ r Q � � �: \/ " -J J �` SEASO\AL po A .. -.) ,.... _ DS 10' ROLLING DS ,.. '` 11 40-) GCR19S GCR19A , COLUMN " „not- :...„.. » »- `� 40 (22 B,78 H) 52 19 B, 78 H 204' (T GATES GATES r ( ) I CENTER (N) �� .■ i' I ■`� '\'_®_"rem \`\\ \ 711 SIG (NEW) _._.� ,� N �� ..._._..�_■ --_ \��,�.\ l ; • GARDEN N ( E ) -■ ° �'��—�� ` CD \ SIGN (NEW} �u► 40 (19 �, is H) •• .. I Lill FILLER 9 -4 I— 3,_0„ i o • ID 4” CART ' ,.n /w :1- V d- STOP TYP. r I , „ " I GE 46 ,t� ��'�r ARC•6606 wI I ,'_ » _ l mil 1.1� GM16 GM16 te1: �.»■ ; [QJ 14-- 1 14--11 RAMP o '� ( _ 2 IN EAR 1 1 818B,67H •- CO 8'(18-B,671-1) 1111 m 1 N --'` < I (GRID GONDOLA) - )„,�.. LANE ,► � SEASONAL LIVING (GRID GoNDO��,� �,;tom. ��:,�>�: '�11 w GE41 ► - ("f 1 I i 2 SCE �T E\ 1:. )y E> 1.E> ol m� CO .J� ■ r.. d9..„ , CL 1:4 CI--IECKSTANDS I-- - - - ,, (___ (24'-1' CLG.) _.,,j < 1 CUSTOMER .INLOAD &L ,,, 0 2 EURO CHECKLANES �.; 0 1 4 48 LOW M LETTERS 120 CARTS I ,gab ,„ c)cc›... . (D \ v__- (NEW) HOM1 (0 HOM1 -TROM1 HOM1 HOM1 0 t lo a- h 1 k10ME PROMO AISLE 1 , ;-.4 / co co co 10.-0” ROB u_ ,t, - j �I w w w 3'_lp" 6'_0" 1'_8" PARTITON 1'-5" 6'-0" 1'-5" 1 E9K c� c� (: 18' 1 s"g, 54"H Co X / / HSW3-P HSW3-P 1 . .. ,�•,, G50-3 G50- I T I HSW1SIE ►� ...... ...... ...■..� 1E9F E9F E9F ALE24-24ALE24-2 i J` E9F E9F .c- PEM41SDPEM41SDPEM41SDPEM41SD R7 !ii i ili . , q PHOTO KIOSK 14-10 ' �� HSW1 M I ;Az: — PEM71P o DIGITAL MEDIA o/ i, ® 4� i HSW1L 8 -2 � w - I a. g-3 d CENTER _ s LJLJLJLJLJL _/__ JLJ / aI �, ■;� ;^ I{■ ..,, . / w 1(' ,l „ 'N 48” DURATRAN: ,L m ,i--,,r _ 2 W -' ® -_Lu .,„ 7 0 cD 25-4 ..,, -- I MOUNT BOTTOM � �i w �- w as.t,�` a w w /�� cfl/Q 66" OTTO � �PEM1 P-3 PEM17P-6`°- �• ;,� �` N a (2)PEM41MG PEM41DI / ;�i m m GE97 GE9 w '�� ,m -- --� vo �/∎ N PEM41 RR PEM41 RR N ... •. oo a. 8 X ALUMINUM FULL as 5 PH37B PEM41 RA-5B PEM41 RA-4B i� o PEMI5RA ( •FILLER F i�, -- 1 VIEW C110NAL DOOR a PEMI5RRA H375 % a E /� ` w i BY W.YNE DALTON I - ,-- :-- F� ?/\ P Cr) ¢ h ►Ti 1 Vi_ii g `. J'.5PEM41SD fit'. �0 i� v ii I ��, ►`7121oy>� n ! •� r. (12'-0» CLG.) �i - <E r._ Q% 9 /if _ E 3 GM16 GM1( CD 7 # J % •.� .' _ `�_- �:�-fir^^ ■■ °�°� Rira7.61� — >1.. , , • I � . 0 1 IC` -6'" 913P !' F gj/ I 1076 j c.t., ' FURNITURE COLUMNS ', . limi ' 2322 SE 8, 1„ g, 0„ s, 9 N g, 0» g, 0" g, 0„ g, 1„ ,�� , , l< 1 1 - - - -1 11 0 10-9 12'-1" 12 6 2-II. e, 1 N N � q � / 1 1499, � r. (EXISTING) PEPSI VENDING ` iv a ; G49-3 G4'-3 G49-3 G4'-3 G4'-3 iii • 1675, 1.1 ,, c NR STG T PEM / 'f,1684, �. 'a SAT CEIi It�IG AT 5,_6„ 5,_0„ 13,_g„ u ,./ ”1604 4 S OCM -0 I:-°i :' 5 -0 5_s, s 802 c.), ACOUSTICAL Mall 620 �T, ° - / ,�i s ,804 ---N , , , -A_ .. . .-. .-. r. -6-. !// / 1 r.„.... u..., 0 805. , tr3; 3'-91'•\ 1C'--}" AFF 1---, $ �� -I a -J _1 a_ n s -I -J O -J -1 0 �%/% " l 1 8 0 8'- �w 8t- „ , „ , 1 s10 ♦ ill L W. 0 0 0 0 O 0 0 0 0 0 o f / 7 1 7 3 1 -� 9853. COKE 1854, UPS ,� �, - 0 ^ Xcn O i�f / II / / ,1855. L �wl�: 0 CD O �/ _ D O i Q O > > > > > > ts. ! / (E) a L,J no. n_ n_ n-'. J J a a J J :r J J , (6)1 I W 856, z �� ii -;.: .:.., 1111, (EXISTING) r--, - PL200.0 f°5°. _ _ _ ]MOH 16 Oi i Z ° PEM41 MF i� BOGEN z 3 `ii1 986 LUNCHROOM am La N I s n ) �' n ^ PROMO AREA, -� .. �. r. �. .-. .� ,� /.,, , O�{ (EXISTING) c,Lu E w � (EXISTING) m CO w % v, _ = 2 ill = 2 = = 2 2 2 �j 1 a0 00 00 r.■ x m m w w = = 2 i 0 d- ,0 iII i i i , I M < r7 (E) M /R w u� �n z flJ` m 0° �I- d- d-co W j v to m C� l ) m CO m!Ii �%i rn.. �� `� w _� ) �n of oo (�•-- .- + ��CHASE BANK i N �`� ( . �„ `. ! ,`� �� /O / 00 O d N N N�w w w R ! l -I, O O O �� , / d- -1 91 r r 1 �../ l� O ../ O O w FIRE a t ta�, 2 l� �J l� II N - ..Ili N - N N m N 1..(N N ➢ r % m O V CO I N N N N ALARM C �-_.. a � V 8'-10" Ili.' G49 3 G49-3 R) G49-3 G49-3 G49-3 G49-3 •. /,ti - G50-3 \ \ a a ; ..0 4' 0" GRID .1l ;% i 11 I.: N x E o (1 T- 11 w f ;ONC CEII ING m ( ) 7 o OMEN TO STRUCTURE HOME ELECTRONICS MUSIC MARKET N ` ° I T U K C (.0 {NC CEILING AT 1 O'-1" AFF' I ( O¢ (E) m I I i w /`/. d-. i I LC) d 342 F �, �, (EXISTING) AT 10'-1" A N o (2 ) °' FILLER �� " ° I 6S ' 5 B,96"H) (1MTH PLUGMOLD)CBT ,,64 r!� 64' {25 B,78 H) w , 236 .. UP (EXiS11NG),,,��'_" U.1 dC I u' \ 10 CORRIDOR O ® I ® 17, u ® � -_L I �, colic - tLl N AT 10'-1" AFF (_._ UP�' . LPM STARBUCKS -'' (N) 1293 0•.: PL1M — (EXISTING I DISC (N) 0 , — z< EN [1:1@ ricli a. I _..... a - — :SAT CEILING AT r--i aoi �� IN -0 �? : ::B (E)9C1; o ,/ RAMP am 4 ■ r �: RAMP A RAMP ,.■.1i _ ®-•- BL E r . �..��► �►��I CONC CEILING .. -OAP ■ 0< w` AFF WOMEN ■ " JANETAT '-o" AFF (E) �r w ■ c? CURRENT 0 L�. PLAN DATE MCN - BSM u, r M r. ■ 11/18/2011 — n ? BIKE RACK (EXISTING) _(EXISTING) (EXISTING) ■ Wow — �� J ORKNAL PLAN DATE --- ■ °-W C9 �, CCT I I 1 1 cohlc=CEILING ■o Q :I — (EXISTING) . �j 7/ 3/2011 AT 10--1 AFT• ■ N (, SAT CEILING A �, - - DRAWN: CHECKED I1 AMERICAN MAIER ■ (�00 _ 8'-6" AFF ' H. GARCIA E.ZION :, �•� Oc CEILING rnLu}- I GYP,CEILII AT I REVISIONS+ 6 HEA TER. AT 10'-1" A "� — 4= \T - AFF 'GAL S ■ :W �/. 0 I X ■ _ w(N)1623■ �ABL _ ° /l a ''''.. .:............„,............„/ a 6:1 ,,, ,,.. .,.,,,../ .. .'''' 6 __---- • BASEME\T I i 1 I I \\ IN STANDARD PLOTTED SCAL.E: BUILDING STATS: 2 T• TOTAL SHELVING 7,467 LF I SALES AREA 114,908 SF (EXISTING) x of CROSS BUILDING 80% I BASE STORE 138,897 SF 5,016 SF MEZZANINE © DOCK UTILITY 0 SF i 1.1-1 i 1.1-2 i1.1-3 GROSS BUILDING 1437914 SF , ANAL y_,,>I Q t I . i 1.1 i 1.1-6 STEEL PACKAGE ID: Not Applicable • I- el , ifs C :(j Ni: i, - -,,' '' , , N., KEY PLAN I I el --a.. '� 13 'U, 1 e y'�, r . CAD FILE'11-0029-01_01.1-0.DWG **** PLOTTED ON I Nov 23, 2011 - 12'52pm BYE phi 1 I pp > , I I * * - * * * `e4 52' (22"B,72"H) , -..... 2_41 I I 1 I \ .2,-, ... -, ______ .,... ,.L 0 1 •Ti I IIII ARC9660B m.. E x, ........... ..... , ,, x ----- IIIIIM11•111111111111111,1111111 R3OW IMMTIfirmil Immomommommommiliti arW.: ' Z ,_ 1 I5 I 4 (7 B, 72"H) "'I 1 _ I 4,., -8, . . R31 linlinl- -rt, i UMW_A -11111111 I cl 03 0 -., (..4 - Cli ii I - A W FREIGHT 1 (1)>r"-- :WI I 1 ill■INIINI' i 7-AMME I (R) 1 CI I" I It. _. 70 STAMM 2 .;1.1*__ --I C'J.. (.71 -9 041 M(in 53 2. 48' (22"B,72"H) (-it ___,....c*.. , i 91 R5....94 R ."u. 1\11 111-, AVAM 7.--. R56 46,WP,1,IP'■!.° ."V. :•■'/IAM zA t73 0 0 c___________ \ 11111111-11111Tala II L..11.* ,...x, 1258,, ,,,.„ .73 > 7J 0 0 . 0 - K 01 e,128.N,i; L;iii 7. - el "-- 11%11 R36 I‘V. ' .r/:410,_1! 0(:)) 0 0 K to I rico I C 11111 m 4. r---* - V IP:''4:i,. -MI il -I I-I ARC9660B I m z NI u) 0 K 48 22"8 72"H ( • ) 0 : :!:,:!iii,• ..<71201./0,7a. m" 0741""1111:_e6i. " -11110.;V•i'1%100, •66536RN0D.Rn6 .•ogp''''"-'-:17.(Wzi II ...,,,,,,)z 13 -, ,i, or.r . , , ,..* ' • - 11.9101 Sill"' , )›. 0ct 0 irizzzi o,:ii, > mil 4 (R) 0 I 73 I --I .- -< 1 = 0 --0 1 s 0. 1 1 r limminjgaiii is K3 th ill;, xml,11.14:„, 2„ ,3 ).-11.--.:11E I S 0 CA\DI 55 . .... , 1----i. , -0,, (J., • la , i ...2....,.. :„, . 11 13 /.--,)" iz> ) I u) , 1 . 55' (22"B,72"H) 1 RTF) .zci:i 1 N) • ki!\4„.3 ill \ 0 . , ,., 1,. ... n:, ,.._0”B:m, i qN! 4(,)*ri mgoz; V) I- kJ I -20- III ARC966013 (11 t -1 at o . bilk' 1 ll ,.....„...v IRE. • 1 _11111111, ',:aapig % -....migio...-___---,imi...- co - — IOW 11111;I ;lig '-id3 ° ill 7 --,.........----- .1. 1;111Mr.011 mimmomorn-m.. 1 0 . „,,,„- .;-::.-:.::II::..1.1.11?.;.- .0-.;.-i...;:-zk.-;..1„...;„.1...-...-..-..-;„;.•„.•-..-•.:•....;„..;i;..-•.::;..1:11.-::.•.:.:.-:......c.:.: :..1.••.:..1.1.-t?it.:0..-:;_.1..-.A...m.-;..-;...i..-i..-t.-;..-;..-•.:-..1-i.•..:-...::.ii:A.1„.--....;...I.'e.:-.::...-:.-:.:-...:„..;:...i..1..•:;..-i.::-..-iii...-t„.•:-..1-..:; ?..:.:.1.1..-;..1..1.•.;, ..1„.•:.1:::-.:-.:11:...-.:.-..4-...;-.;..-::.&.-:.F.:FA.-:;..-:;:.1..-:i...:i ...-i.•. 1 ,..)(-hi (.,'J.. . 1.1.1., a.-ts•1-iiii•M;11,' •/1 .co.-4- to imam... La . „ ..... \—\\--@ ‘,- w il: .ag.A.,. ,mmz ,,,,,..altum...m.„wam C 0 7,_7,, 1:1 -54S x 0 0 HUTCH BLOCK -P"RI i„,..,. ,,, ., co > > I ° x 0•1 , 'il 5'-6" / HABA Mil (1,, I r Ini, ici \\ I\ I I \I I 14i-r_i >> nima R54S a - (1 0)PRX24 .12 R63 cr) 0 NM 7C c'' -< 0 I- I rrIF: I I R 55' 2213,72"H ( ) .70r- -P- • le.....f,ri 1■4. I - - Ili -- REBUILD/REINFORCE °I. E (.1) *-0 _ 'K7c /El--,r,i. ,--o (3). •S7.:1 ' C ,dia.,LA . . II 1 1:1 -... GT ---‹ *2 I lim ARC9660BI I 1 ". 3 ›,,_,70 oI2 1 -,24. . q. ...._ SHEAR WALL AS z r-..,... >c or,..,,__,„ Ds R41 ill 0170-4- 0•111111, r.`> -..1 NEEDED ---...„ A 0-0 11;i7M . -P• o • 1 III lirliniii et- - G--) 54' (22"B,78"H) K ....... ..,-, 1 Z c •-< 'fir -;•:,,r r. 1-4--- R56R la Flaw 1 i.: RPC IM,...M111 r--- ti I c)* 0 /1;41 -I , 4.--° N.. '102 1 Eli 1 2 -2" 111 ' •'ix tv"•'• cp HABA t.) m -0 El N.N.\\\N..\\V 4'-0 ° '...i.............c. ......illki _ N.N ...„, • . ik -\ •■•• - , N,,•,,„ \ ip ...._. P > / I RUG .i. ........... 0 •c\ GE36-4 j, il,coli ..-- 151: ME—1 1 HABA In-5:-01) .---...):1 • 1111 tr.,c_c) ,r,Z ) (4 -I A sTANcHloNs .. 11-1 03 1 ■-Thiv, .\ U .-. I ..., I e ../:::::::* CY! • 0 .ki) i g 9 i r.°°Z. ***"•......•_.,,,,`■4 4 r. C 4 2 PNET: I 1 54' (212B,78"H) oa a \ ,..• II r = N. p(.1) ■ r- 0 ,-;-,2 -1060-0000705# C,.: --4 E 5 STORAGE G., (8-0 ci.G.) i 0 xi , g 1 N) > L __I 1 I ----.1 _ 121 (22”1384"H) 4' I kill • .!Warta 1,."I MOMRPC 0:001: 6, HI Fl \s' 0.,. ,.. - cu - 0 CRUTCHES tk' R. ug,. k. fR68 IMEIEZEICEIZIVE ...c3 U I-1 -"--"." ----"" ... .. Cs- C) 54' (22"B,78"H) > .., 1 , _ - r---Ir---1' 0 . K - 4-) Ria3 sox T 8 cu, - 1 _ 4....• - ININIK-mlr_m— 13, ••!-,--!' I 1,,, \ 1........K tv 0 HABA I . i g X3 ril a.Avi sic le 1_T GE1S E9C( E.JK `-' (R) s°DA 0 ri I't1 3 I (R) 11 A".< 1>4) '3 1 I\ CA0 F C > > 0 0 0 > (R) 71> 1.1 'P'.. c`i2c ---g-H mow z 0 ,4\ II .ort -7. ,_-__-_. laiti la,. -4 Al -1111 r4-411 -..- _ I o - ItleTs1:111 I.I 1.11161. In HABA (03 I co co z 134 2 c---- . .. -.1e.....1 ci xi > -i > 03 -< rn "r1 Og 'ItG) A3LD PC/MONITOW .„ n r p 0 s -. g G12 2 i 54' (22"B,78"H) co ..1z 71 ; :.) (.. ----.--ri -......1 9,8 D ()I z K \ ,* ON - 4 c I . rri 212 CUSTOMER SERVpLqE 4 y 0 - r- Fri F 1 wEsiERNFAX pRINIER - > MONITOR ........,m ,1 < W A 0 0 ., , (A.<4,:i / I— aim :\, , , . . 3Mil .....111-cl? l'il3116.721.ex07.72.ew--B=7;1_2 4"67.11roim>,mmxm 2 24' 111,06E01C39-3S & (7) FM375F1IC39-3 0 0 (q1F-10g111 1,;'FA-3S & (6) FM37 11C3'-3 tv'1;:R 0 K $ ..- , 1 o Mics 1111111111111111 0 0 OSM;TICS 0 " gm .‹.-j K : CS A z 1 z ------■orrai......am Z\ 111111CoswriSeil ?jci (f) 1 ISSMitall 11111101111111111 vi -13 H 111 , (-) , . (.4.-- 7 II .. co I i. (R) GM7028 0 -.1 ,1 4) ,,, c\\\ I i m YU ,.i> rn co ; ..... -. A rn 5 D.D. I T 2-47' 00"13MBEr5011C39-3S & (7) FM375F1 IC39-3 — r! 803. (1/1F-4159, 1",;390-3s & (6) FM37 1 IC3•-3 I' --,1 cD. I d I I U)(J)1 I ril o I. c.'. V 1 --< 7 A A 0 24' (1;" 0C39-3S & (7) FM375F1IC39-3 0-1 -1 0 (*FIVO'lf,1 -3S & (6) FM37 11039-3 0 i K Nom N I=OSWES3 miss K — MI •0 ME= S NEM 0 11. 63 CARTS t.___ 0 z ........................ r.......:---.---2,1111z \ i z II...C III T,IE 9 1 INC osm;ligi NMI I (f) I EMMA'CS MIMI 1 I 3 0 . A z --f ',....• ''.1 -- i '`.4 - 111111111111 1 II) [ 11 ) co.... oa 24' 11;"OWE/NO IC39-3S & (7) FM375F1 C39-3 13 5,-3,,1 1 ir InE1 la 3S & (6) FM37 1:39-3 = ( ( ) 1 1 1 4 91+ ) I .7. A '3PG'#." :-.4.:-/) co co ch 0, ■VP41...■ iirf lir,,D■a% -A I I 0 0 Ail. an NA............ *OD - M M CO CC) ,, 1 Ircp'9 00 __,_......_>......____ — — CD 0) co o . i>-------- -- ---ar ,___, ). • , . __ILJLJLILJLJLJ •,44 H_E t rj.I4 -I-I fa ... kill , Imi .. ..p ALFQ_0_, W-------n - rril -..k irri 'ALE MIL___,M I a) o) cr) 'Me,,, A i 1 .4)< Ic<\ + (.4 V , a -40 a) a) N/ 55 a) i • 0 SH 02-72 r-SH02-72 . ALE3; ALE45XS ALE38 P 6 -0" > v) SH02-36\ -Pt, _ A■> > > > ALE45L >70 ma m> />)/\' / V r- 8o in 6 m 1 ok■\, _..I4 11"1 r-> ini fil mg m ma > > ALE45L (-) (:),P7---- 740) 0 tv 1 E -4 -2 q Pe AP& ALE38 • (7) a a) •• , — , 0 -- iii m iii m I.. rt, ............, — ..... . — lis r- `'.:•• ---.. > I I 1 4I PQ), .. > ■El \ (1) m m (i) i (-61<.. No so 9 ' I .(,1 rl (34 SHO1-72 1/49) ("4 ' III m in ) .., E ALE45L a) . MN C co . ' a) - (-) > r- nii2t, . > > 83'2. ALE38 -13 (/) 1-11 m vi m > -"5 (.0 > AIII■> > > .....± hi o4 ...,[rp ALE45L r"' m i i I SHO1-36 1 im ALE4• m ..... 0 -P-.. -cif- 1 I :F----Fn LIR ± H --1- a) > N.) > ALE45L > > o- 1 0 > ........ 0 -P, .1111■•• '' (A (.4 M . .1111 ± (dim cig. + bl I + H co + H + " .1.> IT-r-m> -11 „rri. 1 ALE47 1(cS1 9, N1_01 0.) a) a) w - _ w I , w co w 'E on >z • -,1 0 di.. — " 1 0 2. - 1 MiskLE38 a) 111111.11 ai 2. ol ' cl) a) 0) ALE45L " > -2 E SHO1-72\ SH 01-72 SHO1-72 (j) , > g=> a) 0) >I > FIA:i ...± Ll II rut; 1:4:n 'MI c) cD "9: 1> g ALE4 , .. h- ir>n + in>ri- 0.. . 0.. a) ALE1 3 , . ALE1 3 .... \ Zi,„ \\ Wil r IA ALE1 3 • '1 Nair 0) - a) --1 A LE 4 5 L ALE38 -....- -, ,.- • 1 co 1::1 ..... = 0 t.) I O■ Iv 1C) m So H01-36 --\., -P-,. I 2. \-- ',.•;))) (.-75- -4 XI __r__X: • I fli CA 01 r r I(r<A LI En! t..■..v, DESK ri/j. ci.111.VA .. I I 0 v) (Y) M .._(7- ' 0> _.,.En 1 . BENCH - plIP , _, -0 ,.. MEN'S FITTIN ROOMx SH 01-72 (9) 01,m . . . . 1.. . ° 1 8Px 04 N.) SHO1-36 1 0 _ - — ALT- — — 93— ALT.,,t3- v 1 4='. Atti1 3 — Al.I3---- a xi 6 - r-cc-a ,„,0>r-- 0 ...4 1„,) 3,_8 PP I 0 >Z -/ > l'Gx,71, Ott -6°*8‘, N 1 6 o ■ _a,-T..i, iri, zi,1*-1... > - .4:. / A' t ,1 1-1-9- r22 I \ " , " iL ' A-2 s. --.E-5-zE I > r.co 0.T_ ----...... , 30, 1 (i) Vr- \ 0 mo4 i x 2 T (/' cc". . lialL ____. ___AA13 Al3 _ _____.Ali, ___ ______ ____ALE, r.c. Ix -Pt ., 0... 0- 0 ---i- " 1 -1 Co t•.) -At, SHO1-72\ SHO1-72 SH 01-72 8) c , * LE49 oWIIL, , 9-0 it 2 > vi - .1.1 SH 01-36 1 ' k RTW Fl TING ROOM .4=Z DEsK \. ' BENCI ------ . ' d-Wma tv -Pt- Tj I 1 I • 12.2.pi Eit" 0• flAM I 0 1 - , , .> I r-- I > • I I. ' --.t ■.. I I /1111> , , . 1 T- , ri 11,14 —I L , „. _ -It, III ALE13 ALE13 & .s. ALE1 3 ALE1 3 d.. > I> ). , ). co 03 ALE38 ALE45L NIEM 0) 1--PI . —1.11 '_0"EMI '_0"Mil. '_n"0,,E, ..p , r-- r- r- m ALE38 : _., ____,______ > •Ii■> lc __Aiiiii milli PAN wis 'yr 0, , m - - .1 RI r.) c>"-ILI,.:..... Ill i INNS NM; I • I zi 1 nil ill MI MI 111 ALE38 Jo" N.) _ _ ....... .› › ,Mb.> " _., - I , 0 0 III M Ell > H -4 60 sH0-, 60 SHO-4260 SHO-4260 I I ui Crif-- -1 0) ' ...0 0) gm du. _......I cc!. 0- SI Nora, , .4 1.4 1 nip I Ail> r.), ALI> Am.> > ALE38 ALE3; - Im Z . * v I I* _ , ; ,_ , _ _ ;111111LE38c" ,...' Ilim m gill 1111111 m IIII I'.. r. ma AIIII.LE38°) 9' P ■ co - ■wo 0,, ■ cy, - b . )>,F_ i ' 0 I Nal ,::„ ALE38 ALE4-51_ m ALE38 0 ALE38 ALE38 r- . , ,. - ,*: II■> , git gig alb'> 1 . r- 4-0 , Imp . L , , 0 0 \ 1 . ,,.. (J.. -1 , --u ........ ,...., , - .... . K . ALE38 inkb.> > alb, in - Mi.> iIi■> ---- Imo il• AI I I:I"I:3 8E> la • 11111 c"irTil> ALLIIIIII 11;38:°I-11.--i> !El. 1-1-1A IcAm>g), immi p ..- I p damp . -ij IT= 1 . .. IL.; z .. M C.,4 MI III • •111111,01 N. ch 0) • ci) Nall 0.) 0) 1 ,\ SHO-4260 SH0160 SHO-4260 SHO-42.-e• i ■■... ■ . ah I 1 -- 4,---- pa, I___ _______—ALEaa.___. ALE38 --ALE38 ALE38 111' \ ® IV (1) , -P- \— E 3- INT9B r-0,1711:10.,cc:7P r:driiiktaip Ir_ 11111..> 11111W> d7 INIFTA •• Imp mop ,..,2 11_42111 1 1 d.ip dr7p> 1 1 \ \\<>\.CDO ..1 1.. ..p .. am.. v.. . l T4ti SHO1-72 SHO1-72 4701-72 T NI. cr, NEN 0., .... 0, 1.....• • 0) i ALE 00 1 rALE 00 I mom= 0) a) 0 0 ' - ALE38 \ ‘41.1 01 0)(2) L 35 NIIIIIP cy, 'MN II 1 I 1 I•1 I•1 1 1 I 1•I 1•1 1 1 Ili I 1 1 st.: x 106, .1 11\)(nil ■ ; ALE38 F-- ac)ca -....It -...j \ 0 80 0 2. - q oLow 2 ( 5>) \ ------1 -----------I' ALE1 8 ALE \ 1> SH02-72 , 5'-6" Tirx SHO1-72 SHO1-72 . (I) V,10. W 2 > se CO -\ 1 ; 1 III 67'41' III C.:1 2 1NT4 IN T4 ACS2 ACS2 INT'.13 /77 W „: aq / F 375F1 (t5, - 7o .4.... \ r- 1 ' *fee 1.-2-71-c! 1111 i 8 ' 0 2 PI■-■ Q Z (E) CO ii 1 SHO1-36 1-- Frl M r-- 73 Ill Ill Mat E ET FT 1:11 VIElz 1/1 0 ..: X < Z I (A..1 (2)ACS1 4 1 I 1 1 $ - \ iLE1 8 0 • - • a) -i 80,r,i(,:j) _WI . I';'..,.53,1 eiv, ii, cn wz SH 01-72 SHO1-72 n , r 'um \ - INT4 . - IN T4 4nRINmill I mook -o, 0. 1.— ill 1 00. o o . I I 1NT6 L >I r 0 ill; era i 1 . (..,4 . c,.. o 1 0 \ , 1I 1.> mai 1 ' f....... 91 f f f ,_.., ,, 1NT6 2 INT6 3 i 3 6 3-16 5 4 r. sou ... / / Aii= 11 Liu email ) X 5"(ni .,:. ,. SHO1-36 to . i ,-- \ Mir I' ACS1 4 11(2 ACS1 4 (2)ACS1 4 : rilikiii>r-> : :1111111-> I F.,.. c 0 z 1-- 1 - E , " - " , 9 .0 . (,) ci:. 0 , 1 1 E - • z 2 u) in 43 i 0 ).' .... e-‘,.... 111 ■..1 \ Tn---i SH 01-72 SH 01-72 v)) Pt X Ili CO \(3.?. N I 03 - — 1 0 INT4 INT4 -4 r. 4, Si/ EMI -2 1 z - - > _Amos .irlimn 0.. ni i P‘i •I rCsi A ,0 4 " o o 11111 (ni • 0 / p ir r umin• mass 111 --I Pill M AI rri Ian 11.I lj E in _, n -,t, 1 X CA4 -.■ NMI MIMI I 0) Cn ' ' I 0 I NM I NM CD WAIF '4 0)v411111' (CPI I SHO1-36-36 Sc) • I 1 4'. 8 ,"',. \ P".., p- ItA _ P ACS1 4 2 ACS1 4 (at(2)ACS14 411 SI le . . 0 o A/S5(8 -0 I Z ..-,x, 1 N., . ' 0> INT1 1E A INT lE VI ri 1 mil imil in 0) ul cri 0 10 A rif d.f) rd T 0.. 1 PAO 'OA" (8 (2)Acsi4 I I I 70 FT, ....... - .... - . 0 Z g- .,. .., - •,..1 > > z p. 0 !AM N3 \ N.3 . I 4■441.4.41/4.1.1■__) 's E IIIIIIIIIIIII __I__:----f-- \I-- 1NT6 INT6 (.4 c,., - • 1 Akan r- I...r- c.4 •*. 0,-.10 cArg cy,AV uir" I ■P' ,„, . I IMI. 0 pyr ----"y/ /? — 4,_0” T SHO1-72 SHO1-72 (!)( 0 4' 2" to > /..x . .!-7-1 04,0 lr e.5 4W1/4.40i...A.41■J IIIIIIIIBI i 0 I 1,- E 1,.. I S.) - ci0 (13 \ / z2 SH 01-36 0 w 2 ACS1 4 0 (2)ACS1 4 ,,,,INT6 --"‹ > >1 I INTTE INWE 1 8- FAM _ 0 AIN. t•:41 -P.... 1 N.) . 1 01. . . :,,:r:,_ 41 ILI > .....„ s = -Pt. Pi "4. I ir71 . . Fli IF' N3 . SOAP SH02-36 AL 13 — —AL — — 2 3 AL 0i 0 0 --ATE1 3— A L1913— — —ALF o 0., ':. A SH 02-72 SH02-72 SH02-72 SH 02-72 o.L —A — — , 1 3 I I I A NI I ,>i- -1> . . 1.1 . . . AT . PT a 0 \ © .._L_L__ = .______ *___z II IIIIIIIIIIII ____ •• — . IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII , . _ _ (.1 A (.4. /\ 1 I I 0 _____, ............_ PROVIDE SWING CLEAR HINGE EMEREXGIETNC: - I 0 1 I . . 1 I M rn `-' ENENNIrm I i I I I I E . 1 4'-6" 9'-6" / 1'-3" 38'-2" / 1 2' O" 1 1 I-1 1" 2V-0" / 1 3' 3" 35'-8" 6 1 4'-6" / / e e © . e M 4 ® e e 0 0 0 > 3 0 8 ' 4 ,, A' _ 77.7 El _.„ .- 0 .7' -1 - 0. _. al - __, m -7. 0 :....x 0 ‹ \\\\.\\*\\Ng% N' .--• _, on ■ . , \ - _ -- _ -.„ 6 0 1 , . _ 1 ,, ligli 11! lip,•1:,1 if 1 1' ,11,'I,11. I :I il 11131'1 I I 11111:I 1 1111' 1;1'1 41 19" ' 11 GENERAL NOTES : ri M 0 K CO v) -I 1 0 2 : es r om > > ow 6 1 - A WITHII THE WALLS , III „ 1 1 1 1 111,i. ir cliff , i_i , , , . _, „ , ,,, , „, I , , , 1 , 9 -1, uman Ci 71 omu) r- -ic g X INI m m > - 0 ALL EQUIPMENT IS TO BE CONSIDERED (EXISTING)UNLESS NOTED = - ' - N tn. 0 \ Z. (4 a r › , , 1 , • .1 11 II. , ii , 1,,L ,1111,14 , 1,, 1 lipi i; 1,1 1,, I, , * 1 ,, , ,i iliiii i ' ''' ' '! 1 I ' " , ,,. , , . ,, 1 il ' , ,I I, 0 ,i, , , , . , , , „ , , , ,, ,,,,.. .:1 , . , iii,, 1.1, ' , ' ' 1 , , ,. , ' ;.- , 1: , '' ,, , 1, , ,4,11 ,,i,, , OTHERWISE THE FULL EXTENT OF EXISTING, NEW, AND/OR RELOCATED f o , ,_ _.,-, = -4 q > (J) 0 ---)633co 23z 0 23 0 r , , . , , , , ,„ , , , I ' 1-.1111. l' , 1 .1,1 1.., ,, - , ,i ' llip .I . , rimi.ri.. EQUIPMENT SHALL BE CONSIDERED THE COMPLETE RESPONSIBILITY OF THE ru 0 Z R il 0 m 7:12171 p2 _ III, , fi, 4,1111, 1 1‘ ;11111.11' 4 ,I, [.1 ' Iiiiit'111.,1 ;i!I ,11'. , Ill'., i i, a, ,,,,,,,,,., ......, ,.. i,F1,1,11! , , KROGER ENGINEER. No e m Q.) E.: m § > 0 ....t , '1,04,w 4 2 0 co " 0) ..........? 7,...* ? F m .375 , INFORMATION FOR THIS PLAN WAS TAKEN FROM ARCHITECTURAL PLANS I '3 -"Z Xto g ...i N)0 (.<4 M .!k....M....0, ,. DATED AND KROGER PLANS DATED . ALL WORK E I 1:2' m> •th-C- A) 5 r- r '2 o > q g --1 _ _ ............" NOR .....4,,,_s MUST BE HELD VERWIED FOR ACTUAL CONDMONS. CONTACT THE KROGER , fu - rn 0 - --4 " ENGINEER IF ANY DISCREPANCIES ARE FOUND. i -0. cno Yf 3 --' Q ......... is .00 N,N,j oz r z ,....1. 11565 SW PACIFIC HWY GENERAL OFFICE . , i NJ FACILnY ENGINEERING 3800 S.E. 22ND AVENUE NOTE: -.$ 0 (A • . -9 t30 8 :: at. 0 THIS DRAWING IS INTENDED ONLY TO SHOW THE REQUIREMENTS OF THE KROGER CO. ti) 0) CO 0 .4 z PORTLAND , OR log we ST,CNCENATI,OHO 46202 THE DESIGN OF THE BUILDING TO CONFORM TO ALL APPLICABLE LAWS, CODES, 7 -ri 4-1 0 0 TIGARD OR Fii(513)762-1467 FAX:(613)762-4012 PHONE: (503) 797-3507 FAX :(503) 797-3539 REGULATIONS, ORDINANCES AND APPROVAL OF THE INSPECTION AUTHORITIES HAVING -_ -0 -11 -ri 7 JURISDICTION IS THE RESPONSIBIWY OF THE ARCHITECT EMPLOYED BY THE OVNER. V - w W ' L4:15; c..cg cc .1 �0� L;21;Z to 0O z w. c73w n-_v co'A'O °odz `Oa6 }c c,o �zo ,,, 4��+ �'�w acn�w mx 0 w wQ N .— < =0> 0 o� <aa0 off..ce JEWELRY SHOES o ff-'z n82‹a,. o ca"u' This file was Created on 11/1/2011 @ 5118142 PM DELI-CHEESE GENERAL _ w xo zw w a z - 3 JLY14 NEW CUSTOMER/CLERK SEATING - SET OF 3 8 SH❑- NEW 4 WAY SHOE DISPLAY 0 w v N w 0 `°``°"'w 6 D115 NEW WRAPPER (TABLE TOP) 2 GE11 NEW RECEIVING DESK WALL g ACCESSORIES 1 D132B NEW NU-VU MOBILE HOLDING CABINET 1 GE155 RELO COIN COUNTER (VENDOR SUPPLY) 1 JLY15 NEW SIT DOWN SHOWCASE - 8 SHD 1 NEW SHOE ISLAND 36' LONG HIGH PROFILE ��m �a a a ��`'°°°z w 1 D137 NEW DOUBLE PANINI GRILL , 2 GE183 NEW SANITIZER AND HOSE CABINET 1 JLY16-45 NEW CASE CORNER FILLER - 45 DEGREE 21 SHO1 NEW SHOE ISLAND 72' LONG HIGH PROFILE (!'w a w o Z z -- NEW Purse T-Unit 1 D143-98 NEW POT RACK WALL MOUNT 2 GE186 NEW MICROWAVE 2 JLY17 NEW 1/4 VISION PERIMETER SHOWCASE - CONTINUOUS 2 SHO2 NEW SHOE WALL 36' LONG Z z z w a a a u, 22 ACS14 3 ACS2 NEW 4-WAY SOCK DISPLAYER 3 D14BS-480 NEW SELF COOKING SINGLE COMBI OVEN W/ STAND (480V) 2 GE1H NEW FLY TRAPPER (PREP AREAS)(MOUNT @ 4' -0' AFF TO BOTTOM) 3 JLY19 NEW LIGHT BOX 19 SHO2 NEW SHOE WALL 72' LONG W `i)5 o W z N z T 4' -0' AFF TO BOTTOM) 2 JLY1B NEW STOREFRONT DISPLAY WINDOW 3 SHO3 NEW SHOE ENDCAP HIGH PROFILE (N w 6 m- 8 ACS5 NEW JEWELRY TOWER 1 D179-480 NEW PASS-THRU TALL DISHWASHER (480V) 1 GE1H RELO FLY TRAPPER (PREP AREAS>CMOUN @ 4 SHO4 NEW SHOE ENDCAP BENCH w04 w Et Q w n;5 (3 12 ACS9RB NEW 32' ROUND ACS TABLE 1 D179UC NEW UNDERCOUNTER DISHWASHER 6 GEIS NEW SCONCE FLY TRAPPER (MOUNT @ 6' AFF TO BOTTOM) 6 JLY20 NEW LIGHT SCONCE w a oc F.z v, 1 D181 NEW CHEESE CUTTER 1 GE2-FM RELO LOTTERY MACHINES 1 JLY21-R NEW JEWELRY SAFE - RIGHT HAND SWING DOOR 9 SHO5 NEW SHOE ROUND PROMO TABLE w a o o Hcn� Wines Bik- ADMINISTRATIVE 1 D182 • NEW CHEESE SHREDDER 1 GE215L-480 NEW AUTOMATIC BALER LEFT-HAND HINGED (480V) 3 JLY23 NEW CALL FOR ROLL DOWN GRILL 1 SHO9 NEW 5' ROUND SHOE DISPLAY TABLE a o w� ?a m w �i�� 1 D183 NEW SALES AREA MICROWAVE 1 GE215R-480 NEW AUTOMATIC BALER RIGHT-HAND HINGED (480V) 1 JLY24 NEW GOLD SMITH SINK 1 �A1FR NEW MANAGERS FUND LOCKER (RIGHT HINGE DOOR) 9 D23N NEW SERVICE SCALE/UPC PRINTER W/ TOUCHSCREEN 2 GE235-2 NEW 2 LEVER SPRAY DOWN PROPORTIONER (VENDOR SUPPLY) 7 JLY41 NEW MILLWORK CALL OUT SINKS 1 A3LD NEW CUSTOMER INFORMATI❑N DESK (LEFT HAND PROTO 3) 1 D254 EXIST CHICKEN LANDING TABLE 4 GE235-3 NEW 3 LEVER SPRAY DOWN PROPORTIONER (VENDOR SUPPLY) 1 JLY4 NEW WATCH REPAIR STATION Ch 1 A5M-3 NEW 3' MARKER BOARD 1 D258 EXIST CHICKEN INGREDIENT BIN W/SLIDING TOP 4 GE236-2C NEW 2 BUTTON PROPORTIONER FOR 3-COMP SINK (VENDOR SUPPLY) 1 JLY6 NEW BATTERY CABINET 1 PL1B NEW COUNTERTOP SINK <ADA BREAKROOM) c 1 A8L NEW LEFT HAND CCTV DESK 1 D259B EXIST MOBILE BREADING CART (KEY RETAILING) 1 GE236-2M NEW 2 BUTTON PROPORTIONER FOR MOP STNK (VENDOR SUPPLY) 1 JLY7W NEW GOLDSMITH SLIDING WINDOW 1 PL1F NEW FLORAL SINK (DROP-IN) • _ 2 GE236S NEW SMALL 1 BUTTON PROPORTIONER (VENDOR SUPPLY) 1 JLY8 NEW PERIMETER REGISTER STAND 3 PL1M NEW MOP SINK (CONTRACTOR SUPPLY) 5) 3 ALUIBG NEW USCAN GENESIS W/ ' I-PLUS' BAG STAND ON LEFT 5 D25 NEW AUTOMATIC SLICER 10 ARC9660B NEW RH CUST, UNLOAD (96' FB/60' RB) 1 D261 NEW FRYER OIL TRANSFER SYSTEM 1 GE238A NEW CCK-FR END MANAGER DESK 1 JLY9 NEW ISLAND REGISTER STAND 3 PL1P NEW 1 COMPARTMENT PREP SINK ( 18' BOWL) (NO DRAINBOARD) • • NEW FREE PUBLICATION RACK 3 PLiP NEW 1 COMPARTMENT PREP SINK (24' BOWL) (NO DRAINBOARD) � 3 ARUIBG NEW USCAN GENESIS W/ 1-PLUS BAG STAND ON RIGHT 2 D263DP NEW ICED TEA DISPENSER (NARROW) 1 GE239 1 PL1P NEW PRODUCE TRIM STATION W/ DISPOSER (RHDB) 2 AUAS NEW ENTERPRISE SELF-CHECKOUT ATTENDANT STATION 1 D263D NEW ICED TEA BREWER (DUAL DILUTION) 1 GE240 NEW CHANGE FUND COUNTER MEAT 5 GE102 NEW PC & MONITOR 1 D275GR-16 NEW 16' RH STARBUCKS KIOSK (GLOBAL) 2 GE241 NEW DESK TOP PLATFORM 2 PL1R NEW 1 COMPARTMENT SINK (24' RHDB) 1 GE121 NEW • WESTERN UNION TERMINAL <VENDOR SUPPLY) 1 D278 NEW FOOD PROCESSOR 1 GE242 NEW CLEANING CART 1 M10 NEW MEAT SAW 2 PL1R NEW COUNTERTOP SINK (DROP-IN) W172.6 GE141 NEW CLERICAL CHAIR 1 D279-5D NEW ROUND SOUP BAR (6 WELL) 2 GE245 NEW CART SANI-WIPE DISPENSER (KROGER SUPPLY) 1 M11N NEW SERVICE SCALE/UPC PRINTER W/ TOUCHSCREEN 3 PL3- NEW 3 COMPARTMENT SINK (20' DB) 0 NEW OFFICE CHAIR 4 D299HF-12 NEW 3' HOT FOOD MENU BOARD SECTION (FOR 12' LENGTH) 2 GE246 NEW BAG RECYCLE BIN (KROGER SUPPLY) 1 M16H NEW MEAT TENDERIZER 1 PL3C NEW SMALL 3 COMPARTMENT SINK (18' DB) (NO SPRAYER) X 3 GE14 , 2 - GE156 NEW ELECTRONIC FUNDS TRANSFER MACHINE 3 D299SW-9 NEW 3' SANDWICH MENU BOARD SECTION (FOR 9' LENGTH) 3 GE251-18 NEW 18' MOP & BROOM HOLDER <PREP AREAS) 1 M23 NEW STEP SAVER WRAP AND WEIGH 1 PL3C NEW SMALL 3 COMPARTMENT SINK ( 18' DB) 14 GE16 NEW FOLDING CHAIR 1 D310 NEW SELF SERVICE MILK SHAKE MACHINE 1 GE254 NEW FRED MEYER LARGE TAPE ISLAND (VENDOR SUPPLY) 1 M243 NEW MEAT LUG CART 1 PL4L NEW DELI 4 COMP SINK W/DISP, LF OF PAN WASH LdL 6 GE201 NEW LEXMARK 2480 FORMS PRINTER 1 D318 EXIST 4' SERVICE CASE SUPPLY CART (KEY RETAILING) 1 GE2 NEW LOTTERY TERMINAL (SERVICE) (VENDOR SUPPLY) 1 M29-480 NEW 3 HP MIXER/GRINDER W/ STAND (480V) 8 PLHS NEW HAND SINK (WALL MOUNT) 1 GE205R NEW DROP SAFE RH SWING 1 D319 EXIST ROTISSERIE CART (KEY RETAILING) 1 GE41 CUSTOM MILLWORK COUNTER (CONTRACTOR SUPPLY) 1 M32 NEW MANUAL SLICER 1 GE27 NEW KEY CUTTING MACHINE 3 D321 NEW DELI TRANSPORT CART 6 GE41 NEW CUSTOM MILLWORK COUNTER (CONTRACTOR SUPPLY) 20 M39B NEW DOLLY FOR MEAT RPC STOCK HAN 1 GE29 NEW TV/VCR MOBILE CABINET 1 D3.24-1 NEW B. I, B. KIT FOR FOUNTAIN DRINKS 1 GE61 RELO PUBLIC TELEPHONE (VENDOR SUPPLY) 1 M40 NEW LIGHT DUTY KNIFE SHARPENER (LOU) NEW TV/VCR ,2 D40A NEW HIGH VOLUME PRESSURE FRYER 11 GE63CS NEW SMALL CORNER GUARD (ENDCAPS) 1 M41 NEW CUSTOM MILLWORK COUNTER (CONTRACTOR SUPPLY) 8 GE19 NEW UTILITY CART 1 GE30 � 6 GE36-2 NEW FILE CABINET (2-DRAWER VERTICAL) 1 D41CD NEW SELF SVC. BEVERAGE MILLWDRK_(FULL COLD SET) 35. GE63C NEW CORNER GUARD ( ISLANDS) 1 M54-12 NEW 12' MEAT SERVICE CASE HUMIDITY CONTROL/TIMER 1 GE19 NEW UNIVERSAL DOLLY _ z 1 GE36-4 NEW FILE CABINET (4-DRAWER VERTICAL) 1 D41TCD NEW TRAY SLIDE (FULL COLD SET) 2 GE63 NEW REMOVABLE PROTECTIVE POST (SALES AREA) 1 M56 NEW EAS LABEL APPLIER (HOBART) 3 GE21 EXIST LP GAS RIDER FORKLIFT <5000 LB CAPACITY)(FM) 1 GE38S NEW STARBUCKS P05 TERMINAL 1 D41THF-12 NEW TRAY SLIDE FOR 12' UPSCALE OPEN AIR HOT CASE 1 GE81B NEW DSD FLOOR DESK 1 M60 NEW HAM GLAZER 4 GE32 NEW 4' ERECTA SHELV, ( 18'D) (STARTER) > o 15 GE38 NEW PDS TERMINAL 4 D41 NEW CUSTOM MILLWORK COUNTER (CONTRACTOR SUPPLY) 1 GE81P NEW DSD DOT MATRIX PRINTER 1 M61 NEW FAT TESTER 1 GE32 NEW 4' ERECTA SHELV. < 18'D) _ 4 M 1 GE67 NEW MONEY NEY ORDER MACHINE (VENDOR SUPPLY) 7 D7-2430 NEW 24' X 30' TABLE 1 GE84 NEW STORAGE CABINET 1 MLR-HWBSCLRBH NEW MEAT HANDWRAP/AUTOLABEL SYSTEM (COMP. LABEL APPL. ) 243 GE6- NEW 4' OVERHEAD GALV, STORAGE SHELVING ( 18' DEEP) 48' ALUMINUM PARK. BENCH 3 M5DFRNGI2HX NEW 12' FIVE-DECK FRESH MEAT CASE (NO GLASS) 10 GE93 NEW PALLET RACK (60' RAILS) W/1 END FRAME (BLACK) ° 1 D7-48 NEW 48 ROUND TABLE (ADA) 2 GE87 EXIST 6' ALUM . � z APPAREL 1 D77B NEW RICE COOKER 45 GE88B NEW LOCKER (3 TIER/LOUVERED DOORS) 3 M5DFRNG8HX NEW 8' FIVE-DECK FRESH MEAT CASE (NO GLASS) 4 GE93 NEW PALLET RACK (96' RAIL) W/TEND FRAME (ORANGE) Z Q 19 D7C NEW CHAIR 1 GE94-3 NEW 3' CHROME PIPE RAIL 1 MSDFRNGLCMEHX NEW FIVE-DECK FRESH MEAT CASE LEFT CONTOURED MIRRORED END 2 GE93 NEW PALLET RACK STARTER END FRAME (BLACK) J ' 7 7S NEW BARSTOOL 2 GE94-5 NEW 5' CHROME PIPE RAIL l M5DFRNGLSMEHX NEW FIVE-DECK FRESH MEAT CASE LEFT SLAB MIRRORED END 1 GE93 NEW PALLET RACK STARTER END FRAME (ORANGE) — IliF- 9 ALE10A NEW WINGWALL CORNER FILLS 90 DEGREE 12 SQ D 50 ALE120 NEW SLIMLINE UNIT - ADJUSTABLE 2 D7TR NEW TRASH CAN WITH TRAY RETURN SHELF 1 GE94-6 NEW 6' CHROME PIPE RAIL 2 MSDFRNGRSMEHX NEW FIVE-DECK FRESH MEAT CASE RIGHT SLAB MIRRORED END 3 ST10 NEW WIDESPAN RACKING W/ 1 END FRAME OD O 57 ALE13 NEW WINGWALLS - SMALL 1 D90 NEW COUNTERTOP CONDIMENTS FIXTURE FOR COFFEE 10 GE96 NEW ELECTRONIC SHOPPING CART (FRONT DRIVE) 1 MS12HE NEW 12' SERVICE MEAT CASE 1 ST13 NEW RESET CART _ ® 0 5 ALE18 NEW HIT WALL 24 O. C. STANDARDS 6' LONG 1 D96B NEW UNDERCOUNTER HOT HOLDING CABINET 4 GE97 NEW TOP COLLAR TURNING POST 1 MSLEHE NEW SERVICE MEAT CASE LEFT PANEL END 1 ST14 NEW RECLAIM CART 1 ALEICD NEW DOUBLE REGISTER STAND 1 DHFS12B-2 NEW 12' UPSCALE OPEN AIR HOT CASE COUNTER 4 HD NEW HAND DRYER 1 MSREHE NEW SERVICE MEAT CASE RIGHT PANEL END 1 ST7 NEW 'GO-BACK' CART HOOK (BY PARTITION SUPPLIER) 2 MWIDT8HX NEW 8' DUAL TEMP WIDE ISLAND MEAT 22 ST8- NEW DUNNAGE RACK 1 ALE22-3 NEW FITTING ROOM 3 CORNER 1 D101C NEW FROZEN BEVERAGE DISPENSER <4 BARREL) W/ CART 1 H NEW COAT .DO '! 2 ALE22 NEW ELEMENTS NESTING TABLES 1 D262SC50 NEW 50# SELF CONTAINED QUICKCHILLER (UNDERCOUNTER) 1 LOC10 NEW PLAYLAND DOOR 2 MWIDTEHX NEW DUAL TEMP WIDE ISLAND MEAT END CASE TABLE h 80 ALE24-24 NEW STOCKROOM SHELVING 1 D282FSC NEW CHEF ON THE RUN (SELF.CONTAINED) 1 LOC11 NEW PLAYLAND PLASMA TV CASE 2 ALE28 NEW ALE TRANSPORTER 1 D310SC NEW FREEZER FOR MILK SHAKE CUPS 4 LOCI NEW PLAYLAND DECOR COLUMNS MENS WEAR 1 T2WR NEW PAN WASH CLEAN DISH TABLE RT OF PAN WASH 3 ALE29 NEW NESTED PANT TABLE 1 D62116 NEW 16 BRAND CARB BEVERAGE DISPENSER W/ ICE MACHINE & CART 1 LOC8 NEW PLAYLAND TUNNEL LO?? 4 ALE30-1 NEW ONE SEAT LOUNGE 1 D2THF6B NEW 6' CIRCULAR TWO TIER HOT FOOD ISLAND 1 LOC9 NEW PLAYLAND DESK 21 MENI4A NEW T-FRAME ADD-ON KIT 2, 5 L (PEWTER) 5 T4D NEW 4' ENCLOSED TABLE p 1 NEW 11' SINGLE DECK CHEESE CASE (V2) 1 ND NEW SANITARY NAPKIN DISPENSER 14 MEN14E NEW T-FRAME END - INCLUDED IN STARTER 3 T4SL NEW 4' SLICER TABLE ( 1 SLICER) 11 ALE300 NEW FEATURE TABLE 1 DiD 1B 2 E Ch 2 ALE3OT NEW END TABLE i D1D6B-2 NEW. 6' SINGLE DECK CHEESE CASE (V2) 1 NR NEW SANITARY NAPKIN DISPOSAL RECEPTACLE 4 MEN14 NEW T-FRAME STARTER KIT 2. 5' L <PEWTER) 3 T4S NEW 4' OPEN TABLE W/UNDERSHELF h. ALE34 NEW COSTUMER STAND PAIR <SET OF 2) 1 D1D90B-2A NEW 90 DEGREE OUTSIDE SINGLE DECK CHEESE WEDGE (V2A) 10 PM NEW MECHANICAL PAPER TOWEL DISPENSER (KROGER SUPPLY) 2 MEN43 NEW CARHARTT WORKHORSE SHELVED 5 T6D NEW 6' ENCLOSED TABLE 5 c. 8 ALE35 NEW 2-WAY STRAIGHT ARM 1 D1DLEB-2 NEW SINGLE DECK CHEESE LEFT PANEL END (V2) 10 SD NEW SOAP DISPENSER (KROGER SUPPLY) 2 MEN45 NEW CARHARTT WORKHORSE WITH SHELF & HANGBAR 1 T6L- NEW 6' OPEN TABLE W/ LEGS ONLY (36'D) Q 3 T6PB NEW 6' OPEN TABLE W/POLYTDP AND BOATRACK 121 ALE36 NEW 4-WAY SPACESAVER W/CASTERS 1 D1DREB-2 NEW SINGLE DECK CHEESE RIGHT PANEL END (V2) 1 TP NEW TOILET PAPER DISPENSER CKRDGER SUPPLY) 3 T8D NEW 8' ENCLOSED TABLE 0 49 ALE38. NEW 36' CIRCLE RACK W/CASTERS 2 D5DL12HX NEW 12' FIVE-DECK DELI CASE W/ LOW FRONT RAIL 1 TR NEW TRASH RECEPTACLE NATURAL FOODS 2 T8D NEW 8' OPEN TABLE W/UNDERSHELF 6 ALE39 NEW 36' TRI-ARC W/CASTERS 1 . D5DLLSMEHX NEW FIVE-DECK DELI CASE LEFT SLAB MIRRORED END L 20 ALE45L NEW LARGE DUAL DISPLAY FIXTURE (CONGO) 1 DCF12RCL9OB NEW 12' OLIVE/ANTIPASTO CASE W/LEFT HAND CROCK WEDGE (V3) GROCERY 2 N16P NEW NUT BUTTER GRINDER 1 T4SC NEW 4' TABLE W/FROZEN BASE SELF CONT, Z ALE45XS NEW XSMALL DUAL DISPLAY FIXTURE (CONGO) 1 DCF7LCB NEW 7' SALSA LEFT HAND CASE W/ CONTAINERS 1 N17-4 NEW 4' INLINE NATURE' S MKT RESOURCE CENTER W/ PC & PRINTER 1 T5DS NEW 5' TABLE W/ REF. DRAWER BASE (SELF-CONTAINED)( IN TEST)1 L 1 T6SC NEW 6' TABLE W/ REF, BASE � 2 ALE45 NEW SMALL DUAL DISPLAY FIXTURE (CONGO) 2 DMDLIX12H-RI4 NEW 12' MDLP DELI ISLAND 1 G-4866 NEW 4 WAY MERCHANDISER 1 N18C NEW HONEY DISPENSER a 2 ALE46 NEW • MANNEQUIN DISPLAY PLATFORM 1 DPSSUST8B-2 NEW 8' SUSHI PREP/DISPLAY CASE W/ REF. REAR STORAGE 5 G48-3 NEW 3' UNIVERSAL END DISPLAY ( 12'D) 1 N35B NEW JAVATOPIA COFFEE DISPLAY 10 ALE47 NEW GARMENT RACK 1 DPSSUSTLEB-2 NEW SUSHI PREP/DISPLAY LEFT PANEL END . 1 G48-4 NEW 4' UNIVERSAL END DISPLAY ( 12'D) 1 N5D12HX NEW 12' FIVE-DECK NUTRITION CASE 7 ALE48B NEW MAIN FLOOR CLOSET (78'H) 1 DPSSUSTREB-2 • NEW SUSHI PREP/DISPLAY RIGHT PANEL END 15 G49-3 NEW 3' UNIVERSAL END DISPLAY ( 18'D) 1 N5D8HX NEW 8' FIVE-DECK NUTRITION CASE 8 ALE4 NEW COLUMN WRAP 15' 1 DPSSWST8B-2 NEW 8' SANDWICH PREP/DISPLAY CASE W/ REF. REAR STORAGE 54 G50-3 NEW 3' UNIVERSAL END DISPLAY (24'D) 1 N5DLSMEHX NEW FIVE-DECK NUTRITION LEFT SLAB MIRRORED END 1 ALE7B NEW ALE MEZZANINE LIFT 1 DPSSWSTLEB-2 NEW SANDWICH PREP/DISPLAY LEFT PANEL END 33 G50-4 NEW 4' UNIVERSAL END DISPLAY (24'D) 1 N5DRSMEHX NEW FIVE-DECK NUTRITION RIGHT SLAB MIRRORED END 1 DPSSWSTREB-2 NEW SANDWICH PREP/DISPLAY RIGHT PANEL END 1 G50-5 NEW 5' UNIVERSAL END DISPLAY (24'D) 1 NGDNIC12HI NEW 12' NARROW GLASS DOOR ICE CREAM TEMP NAT. FD (5 DOORS) ARCHIVE 2 DSS12B-SD NEW 12' SERVICE/S. S. DELI CASE (SUPERDOME) 2 G74 NEW COFFEE GRINDER 2 NGDNIC8HI NEW 8' NARROW GLASS DOOR ICE CREAM TEMP NAT. FD, (3 DOORS) t 1 DSS8B-SD NEW 8' SERVICE/S. S. DELI CASE (SUPERDOME) 4 G79F NEW MASS MERCH ENDCAPS 1 NGDNLEHI NEW NARROW GLASS DOOR NAT. FD. LEFT END PANEL 1 GM5 NEW END CAP SHELVING FOR BACK TO BACK KITCHEN GRID 2 DSSLEB-SD NEW SERVICE/S. S. DELI LEFT PANEL END (SUPERDOME) 1 G85-RE NEW CHECKLANE MERCHANDISER REWARDS 1 NGDNREHI NEW NARROW GLASS DOOR NAT. FD. RIGHT END PANEL • 2 DSSREB-SD NEW SERVICE/S S, DELI RIGHT PANEL END (SUPERDOME) 4 G98B NEW 3' WINE ENDCAP BAKERY 1 G6 NEW WINE WELL MICRO CHILLER PHARMACY C) DOORS 1 G86 NEW CHECKLANE REF. BEVERAGE MERCHANDISER uk 1 B100 NEW AIR BRUSH W/COMPRESS❑R 2 G86 RELO CHECKLANE REF. BEVERAGE MERCHANDISER 6 PRX 1-24 NEW WILL CALL CUBBIES - 24'W X 58'H (60 BIN) ( U-LLB ROLL/BAGEL DESTINATION 2 DR102DK NEW 8' -6'W X 9' H SECTIONAL OVERHEAD DOCK DOOR 4 GGDNIC12HI NEW 12' NARROW GLASS DOOR ICE CREAM TEMP GROCERY (5 DOORS) 10 PRX2-24 NEW WILL CALL CUBBIES - 24'W X 84'H (96 BIN) f LL Z tr�,t f ! 4 B106B NEW BAKERY NESTING TABLE SET 2 DR36CL NEW 36' LEFT HINGED COOLER DOOR (84'H) 1 GGDNIC6HI NEW 6' NARROW GLASS DOOR ICE CREAM TEMP GROCERY (2 DOORS) 5 R1-16IE NEW 16' ISLAND SHELF END PANEL , .".' °O 1 B107C RELO SMALL BREAD DESTINATION (CENTER UNIT) 1 DR36CS NEW STRIP DOOR FOR 36' COOLER DOOR 4 GGDNIC6PHI NEW 6' NARROW GLASS DOOR GROCERY PROMO C2 DOORS) 20 R1-16I NEW 16 ISLAND SHELF 0 1 , 1 DR36FS NEW STRIP DOOR FOR 36' FREEZER DOOR (7' H) 6 GGDNLEHI NEW NARROW GLASS DOOR GROCERY LEFT END PANEL 16 R1-16WE NEW 16' WALL SHELF END PANEL cik::2 B107E RELO BREAD DESTINATION (END UNIT) CC 3' / 10' ti anti;.. 1 B109G RELO GAS DOUBLE RACK OVEN 1 DR36ISD NEW 3 X 7' H DOUBLE ACTION SINGLE IMPACT DOOR ( INSULATED) 2 GGDNLTIOHI NEW 10 NARROW GLASS DOOR LOW TEMP GROCERY (4 DOORS) 42 R1-16W NEW 16' WALL SHELF _ GROCERY (5 DOORS) 2 R16 NEW PHARMACY LASER PRINTER R-12 NEW RACK FOR DOUBLE OVEN ( 12 PAN) 4 DR36L EXIST 3 0 LEFT HINGED DOOR (DIRECT BUY) 13 GGDNLT12HI NEW 12' NARROW GLASS DOOR LOW TEMP G OCE 8 B109 6' 7 NEW WALK-UP PHARMACY WINDOW Z NEW 3 -0 LEFT HINGED DOOR (DIRECT I RECT BUY) 1 GGDNLT6HI NEW 6 NARROW GLASS DOOR LOW TEMP GROCERY (2 DOORS) 1 R17 yr' 'N Lux 1 8 B109R 15 NEW RACK FOR DOUBLE OVEN ( 15 PAN) 12 DR36L E (� 2 B109R-20 NEW RACK FOR DOUBLE OVEN (20 PAN) 4 DR36L RELO 3' -0' LEFT HINGED DOOR (DIRECT BUY) 2 GGDNLT8HI NEW 8' NARROW GLASS DOOR LOW TEMP GROCERY (3 DOORS) 5 R27-3 NEW 3' PHARMACY WALL SHELF ' - BUY) 6 GGDNREHI NEW NARROW GLASS DOOR GROCERY RIGHT END PANEL 1 R27-4 NEW 4' PHARMACY WALL SHELF x 3 B210 NEW DISLOCATED BAKERY TABLE 8 DR36R EXIST 3 0 RIGHT HINGED DOOR (DIRECT BU > 1 B212 NEW CAKE PROMO STAND 8 DR36R NEW 3' -0' RIGHT HINGED DOOR (DIRECT BUY) 1 GMSC4K NEW 4' SELF CONTAINED PROMO CASE 1 R29M NEW OPEN PRINTER CABINET W/ ADJUSTABLE SHELF 1 B213 NEW ROUND PASTRY CASE 2 DR36R RELO 3' -0' RIGHT HINGED DOOR (DIRECT BUY) 2 R29S NEW OPEN CABINET W/ HEAVY DUTY SLIDE-OUT ^ NEW 3' DOUBLE ACTION SINGLE LEAF PLASTIC GATE HOME ELECTRONICS 1 R3OW NEW NARCOTICS LOCKER CABINET (WALL) t _ 1 B222 NEW SINGLE SERVE DESSERT TABLE 4 DR36SDG NE 1 B224 NEW MOBILE CAKE KIT CART 1 DR36SLRI NEW ( INT)7' RIGHT SINGLE SLIDER AUTO ENTRANCE DOOR UNIT 7 R31 NEW 5 DRAWER CABINET 4 B299-12 NEW 3' CAKE MENU BOARD SECTION (FOR 12' LENGTH) 2 DR48L NEW 4' -0' LEFT HINGED DOOR (DIRECT BUY) 2 PEM10A NEW CD RACK 5 R32 NEW BOTTLE DISPENSER CABINET 2 B44N NEW SERVICE SCALE/UPC PRINTER W/ TOUCHSCREEN 1 DR5X8IDD NEW 5' X 8' H DOUBLE ACTION DOUBLE IMPACT DOOR ( INSULATED) 1 PEM14RRA NEW ADA REGISTER RISER 1 R33 NEW SINK CABINET 1 B55D NEW VARIABLE WIDTH BREAD SLICER 2 DR6OBPE NEW (EXT) 12' BI-PARTING SLIDER AUTO ENTRANCE DOOR UNIT 1 PEM14TR NEW TICKET MASTER RISER 7 R36 NEW OPEN CABINET FOR TRASH OR RECORDS DESTRUCTION 1 B55SS NEW SELF SERVICE BREAD SLICER 2 DR6OBPI NEW ( INT) 12' BI-PARTING SLIDER AUTO ENTRANCE DOOR UNIT 1 PEM15RA NEW REGISTER STAND 4' ADA 1 R40 NEW BLOOD PRESSURE MACHINE (VENDOR SUPPLIED) 1 B99CDB NEW CAKE IMAGING MACHINE 2 DR6OCL NEW 60' LEFT HINGED COOLER DOOR (96'H) 1 PEM17-4 NEW 4' COUNTER W/ DRAWERS 3 R41 NEW COUNTER 2 B211BR-80S NEW SINGLE DOOR (80' DEEP) PROOFER/RETARDER (REMOTE) 3 DR6OCR NEW 60' RIGHT HINGED COOLER DOOR (96'H) I PEM17-6S NEW 6' 1-HOUR WORK COUNTER 6 R51B NEW RX WAITING CHAIR 2 BUAB5CS NEW 5' ARTISAN BREAD SECTION 4 DR6OCS NEW STRIP DOOR FOR 60' COOLER DOOR 2 PEM17B-G NEW GATELESS OPENING WITH FILL PANEL 1 R53 NEW PHARMACY DRIVE-UP COUNTERTOP 1 BUABB5CS NEW 5' ARTISAN BAGUETTE SECTION . 1 DR6OFS NEW STRIP DOOR FOR 60' FREEZER DOOR (8' H) 2 PEM17P-3 NEW 3' PANEL 10 R54L NEW 28' FINISHED PANEL END 2 BUABDECS NEW ARTISAN BREAD WALL END PANEL 2 DR6X8IDD NEW 6' X 8' H DOUBLE ACTION DOUBLE IMPACT DOOR ( INSULATED) 1 PEM17P-6 NEW 6' PANEL 9 R54S NEW 24' FINISHED PANEL END 1 BUABRSCS NEW SELF SERVICE SLICER CABINET (RIGHT) 2 DR6X9DD NEW 6' X 9' H DOUBLE ACTION DOUBLE PLASTIC DOOR 1 PEM1B RELO RED DOT BACKROOM CABINET 4 R56R NEW RX RELEASE TO PATIENT MOUNTING POLE 1 BGDNICIOHI NEW 10' NARROW GLASS DOOR ICE CREAM TEMP BAKERY (4 DOORS) 1 DR72BPE NEW (EXT) 14' BI-PARTING SLIDER AUTO ENTRANCE DOOR UNIT 3 PEM1 RELO RED DOT LISTENING/VIEWING SYSTEM 5 R56WP NEW RX WORKSTATION MOUNTING POLE (W/ PHONE MOUNT) 1 BGDNLEHI NEW NARROW GLASS DOOR BAKERY LEFT END PANEL 1 DR72BPI NEW ( INT) 14' BI-PARTING SLIDER AUTO ENTRANCE DOOR UNIT 1 PEM29-FB NEW FUJI MINI-LAB FILM PROCESSOR ( 14 ROLLS PER HOUR) 1 R56W NEW RX WORKSTATION MOUNTING POLE 1 BGDNREHI NEW NARROW GLASS DOOR BAKERY RIGHT END PANEL 2 DR96BPE NEW (EXT) 18' BI-PARTING SLIDER AUTO ENTRANCE DOOR UNIT 4 PEM41BS NEW WINDOWS BAR STOOL 1 R57 NEW RISER UNIT 18' t tr, 1 BLECS-2 NEW LOW PROFILE BAKERY CASE LEFT END 1 DR96BPI NEW ( INT) 18 BI-PARTING SLIDER AUTO ENTRANCE DOOR UNIT 5 PEM41C NEW FLEX BACK ARMLESS CHAIR 1 R58T NEW REGISTER CABINET (38'H) 2 BR5CS-2 NEW 4' -11' REF. BAKERY CASE 1 . PEM41DI NEW 10' CENTER ISLAND CABINET W/DRAWERS AND LOCKS 3 R60 NEW 2 DWR FILE CABINET 1 BRECS-2 NEW LOW PROFILE BAKERY CASE RIGHT END DRUG-GM 4 PEM41F NEW PEM KIOSK CORNER FILLER 3 R61 NEW DROP-OFF/PICK-UP ADA KNEESPACE CABINET Eel 1 BSLECS-2 NEW LOW PROFILE SERVICE BAKERY CASE LEFT END 1 PEM41L NEW LEFT HAND DIGITAL PHOTO CENTER 4 R63 NEW PRIVACY PANEL 1 BSR6CS-2 NEW 6' -5' SERVICE REF, BAKERY CASE 4 BK1E NEW BOOK RACK END CAP - W/LIGHTS 2 PEM4IMC NEW MONITOR STAND (COUNTERTOP) 1 R65LND NEW DROP-OFF COUNTER (LEFT HAND/NO DOORS) milmsti 1 BSRECS-2 NEW LOW PROFILE SERVICE BAKERY CASE RIGHT END 4 BK1W NEW BOOK RACK WALL W/LIGHTS 2 PEM41MF NEW MONITOR STAND (FLOOR) 1 R65RND NEW DROP-OFF COUNTER (RIGHT HAND/NO DOORS) 13 BK1 NEW BOOK RACK ISLAND W/LIGHTS 1 PEM41RA-4B NEW 4' RIGHT HAND REGISTER 30' DEEP (ADA) 1 R68 NEW COAT/PURSE CLOSET BEVERAGE 6 GM16 NEW H-WALL FOR FURNITURE VIGNETTE (90'H) 1 PEM41RA-5B NEW 5' RIGHT HAND REGISTER 30' DEEP (ADA/DIGITAL) 1 R78T NEW TABLE 12 GM17 NEW 4' POWERED MERCHANDISE SECTION (CONTRACTOR SUPPLY) 2 PEM4IRR NEW DIGITAL MEDIA CENTER REGISTER RISER 2 R80. NEW PHARMACY STOOL 0 fr 8 BV5D12HX NEW 12' FIVE-DECK BEVERAGE CASE 14 GM2ON-78H NEW NARROW HBC ENDCAP (78' H) 4 PEM4ISDD NEW KIOSK SIT DOWN DISPLAY 3 RIS NEW RX IMAGE SCANNER 1 BV5D8HX NEW 8' FIVE-DECK BEVERAGE CASE 2 GM28 RELD GIFT REGISTRY KIOSK 5 PEM41SD NEW KIOSK SECURITY DISPLAY 11 RPC NEW RX EASYFILL PRN PC & 17' LCD 100 =mos 0 3 BV5DLSMEHX NEW FIVE-DECK BEVERAGE LEFT SLAB MIRRORED END 1 GM9E NEW 4' KPF GIFT CARD EXTENSION 1 PEM71P NEW FUJI MINI-LAB 710 3 RSC NEW RX SIGNATURE CAPTURE DEVICE 1 BV5DRCMEHX NEW FIVE-DECK BEVERAGE RIGHT CONTOURED MIRRORED END 1 GM9H NEW KPF GIFT CARD ENDCAP (HOME DEPT) 6 RTP NEW RX THERMAL PRINTER (BACKTAGS & VIAL LABELS) 2 BV5DRSMEHX NEW FIVE-DECK BEVERAGE RIGHT SLAB MIRRORED END 1 GM9 NEW K. P, F. GIFT CARD ENDCAP (STANDARD) (KROGER SUPPLY) HOME FASHION 1 R37F NEW FREEZER (UNDER COUNTER) am=, 1 R42 NEW UPRIGHT REFRIGERATOR/FREEZER CHILDRENS ELECTRONICS 2 DOM3 NEW BED DISPLAY W CI) 9e 0 2 HOM11 NEW MERCHANDISE PICK-UP LOAD OUT DESK PHOTO LAB 2 _ CHL1 NEW CHILDRENS APPAREL FIXTURE 1 E102B NEW THINCLIENT & MONITOR FOR QUEVISION 3 HOM12B NEW STORE DIRECTORY 1 1 r%' %‘ CC 9 CHL2 NEW SLATGRID FIXTURE 69'H 1 E102C NEW THINCLIENT CABINET 13 HOM1 NEW METAL DECK 4 X 4 - BLACK 5 PH37B NEW DIGITAL PHOTO STATION W/RECEIPT PRINTER 7 CHL37 NEW 30' CIRCLE RACK W/CASTERS 5 E102 NEW THINCLIENT & MONITOR 1 HSW1-H NEW HUTCH FOR MISSION TABLE 2 PH37S NEW DIGITAL PHOTO SCANNER 1 CHL43V NEW CARTERS H-UNIT (VENDOR SUPPLY) 11 E13 NEW PRICE CHECKER 5 HSW1L NEW LARGE MISSI❑N TABLE 1 PH3 NEW SILVER RECOVERY UNIT 1.--- -.4. 4 CHL44 NEW ENERGIE TABLE (VENDOR SUPPLY) 1 E15I-RX EXIST IDF RACK/48 PORT PATCH PANEL KIT (RX) 5 HSW1M NEW MEDIUM MISSION TABLE 4 CHL45 RELO SMALL DUAL DISPLAYER (WHITE) 2 E15I-RX NEW IDF RACK/48 PORT PATCH PANEL KIT (RX) 5 HSW1S NEW SMALL MISSION TABLE PRODUCE ii: 0 2 CHL6E NEW SLIMLINE UNIT END PANEL 3 . E15I-RX RELO IDF RACK/48 PORT PATCH PANEL KIT (RX) 4 HSW3-G NEW GRID END FASHION TOWER 4 CHL6 NEW SLIMLINE UNIT FIXED - WHITE (BASICS) 1 E26W NEW HR EXPRESS WALL SHELF + PC 3 HSW3-P NEW PEG END FASHION TOWER 6 P10 NEW PRODUCE CART ' Z cin P.' 12 CHL7E NEW SLIMLINE UNIT END PANEL 1 E36 NEW QUEVISION SYSTEM DATA INTERFACE I HSW4 NEW, MOVING BOXES DISPLAYER 1 P21 NEW PRODUCE WRAPPER (3-ROLL) (FLOOR MODEL) 30 CHL7 NEW SLIMLINE UNIT ADUSTABLE - WHITE (LITTLE KIDS) 3 E6 NEW MFP (FAX PRINTER COPIER SCANNER) 1 P23 NEW PINEAPPLE CORER (FLOOR MODEL) megmems 6 CHL8E NEW SLIMLINE UNIT - END PANEL COSTUMER 1 E7MFD NEW COPY PRINT SCAN MFD HOME HARDLINES • 2 P31N NEW SERVICE SCALE/UPC PRINTER W/ TOUCHSCREEN 1 to 32 CHL8 NEW SLIMLINE UNIT ADUSTABLE - SILVER (BIG KIDS) 1 E8B NEW BILL COUNTER 3 P32B NEW MOBILE SCALE & BAG STAND 1 E8C NEW COIN COUNTER/SORTER 3 GCR12-6 NEW DISPLAY PLATFORM/DECK 6' L 2 P32 NEW PRODUCE SPRING SCALE (HANGING) (0 CONSTRUCTION 3 E9C NEW EAS CONTROLLER (MOUNT @ 10' AFF TO TOP) 2 GCR16-4E NEW PLANT RACK W/HANGER 4' END 1 P43B NEW REVERSE OSMOSIS UNIT FOR PRODUCE MISTING I-- Lo 5 E9F . NEW EAS PEDESTAL 1 GCR16-4M NEW PLANT RACK W/HANGER 4' MIDDLE 3 P50 NEW 3 TIER BASKET STAND 2 GE187 NEW SET OF DOCK SEALS 2 E9K NEW EAS KEYPAD ( INFO, PANEL) 4 GCR16NH-4E NEW 4' PLANT RACK (NO HANGER) (END) 3 P51 NEW FLOOR MODEL SAMPLING UNIT Ems= Two 2 GE188 NEW GALVANIZED METAL HOOD W/18' PROJECTION 3 E9L NEW EAS PEDESTALS C6' TO 9' OPENING) 1 GCR16NH90 NEW PLANT RACK 90 DEGREE WEDGE (NO HANGER) 2 P52 NEW BARREL 2 GE189 NEW SET OF WHEEL CHOCKS 30 GCR19A NEW BEDDING PLANT RACK 8' ADD ON UNIT 2 • P53 NEW 3' X 3' ORCHARD BIN (UPSCALE) 2 GE190 NEW RAPID FORM PIT FLORAL 18 GCR19E NEW BEDDING PLANT RACK 3-TIER END UNIT 2 P54 NEW PRODUCE MISTING CONTROL/TIMER 2 GE20 NEW MECHANICAL DOCK LEVELER 12 GCR19S NEW BEDDING PLANT STANDS 8' STARTER UNIT 1 P62 NEW WATER SANITATION UNIT (W/ WATER BOOSTER) 2 GE244 NEW DOCK LIGHT ( 15W LED) 1 F10 NEW HELIUM TANK CABINET 1 GCR1 NEW GREENHOUSE 1 P7 NEW WRAPPER (TABLE TOP) 1 GE52 EXIST SUB FEEDER ELECTRIC PANEL (CONTRACTOR SUPPLY) 3 F46 NEW NESTING TABLE SET 12 GCR2 NEW OUTDOOR GARDEN PLANT RACK - GALVANIZED 16 PD34 NEW PRODUCE OAK SLAT MOBILE MERCHANDISER (3' X4' ) 4 GE52 RELO SUB FEEDER ELECTRIC PANEL (CONTRACTOR SUPPLY) 1 F47WR NEW FLORAL WORKSTATION (RIGHT HAND WALL) 3 GCR4-48 NEW 4' OCTOGON W/WHEELS 28 PD44 NEW PRODUCE OAK SLAT MOBILE MERCHANDISER (4' X4' ) { 1 GE54G-18 NEW 18' X 5' HOOD (SEE HVAC PLAN FOR ORDERING INFO) 2 F50D-12 NEW 12' BALLOON DISPLAY FIXTURE 5 GCR7 NEW RETRACTABLE HOSE REEL ( 100' ) 2 • PD60 NEW PRODUCE CART 2 GE54G-4 NEW 4' X 5' HOOD (SEE HVAC PLAN FOR ORDERING INFO) 1 F5OW NEW BALLOON PEGBOARD WING PANEL 2 GCR7 RELO RETRACTABLE HOSE REEL ( 100' ) 3 P1DSC6CS NEW 6' 1-DECK BERRY CASE (SELF CONTAINED) 9 GE64-4 NEW 4' PROTECTIVE POST (BACKROOM) (CONTRACTOR SUPPLY) 1 F51 NEW FTD RACK 2 GCR8 NEW PORTABLE CHECKSTAND 3 P5D12HX NEW 12' FIVE-DECK PRODUCE CASE 1 PL13EE NEW 6 GAL, SUPPLEMENTAL WATER HEATER (ELECTRIC) 1 F9 NEW HELIUM TANK (VENDOR SUPPLY) 2 PAD1 NEW 1 GALLON PAINT BLENDER - BENCH MODEL 1 P5DRSMEHX NEW FIVE-DECK PRODUCE RIGHT SLAB MIRRORED END 2 PL20 NEW EYE WASH STATION 2 F5DN12HX NEW 12' 5-DECK NARROW FLORAL CASE 1 PAD2U NEW PAINT MIXING DESK 2 PWIPEH NEW 6' WIDE PRODUCE ISLAND PANEL END 1 F5DNLGEHX NEW 5-DECK NARROW FLORAL CASE LEFT GLASS END 2 PAD3 NEW PAINT TINTING MACHINE 2 PWIR12H NEW 12' x 6' REFRIGERATED PRODUCE ISLAND 1 PL24-2 NEW BI-LEVEL DRINKING FOUNTAIN (CONTRACTOR SUPPLY) 1 PLTLFH NEW ADA TOILET (CONTRACTOR SUPPLY) 1 F5DNLSMEHX NEW 5-DECK NARROW FLORAL CASE LEFT SLAB MIRRORED END 1 PAD4 NEW RUG DISPLAYER 2 PWIR8H NEW 8' x 6' REFRIGERATED PRODUCE ISLAND CURRENT PLAN DATE= 1 GE136V NEW PROTOCOL COMPRESSOR (6-UNIT/VERTICAL) 1 F5DNRGEHX NEW 5-DECK NARROW FLORAL CASE RIGHT GLASS END 2 PAD7 NEW MATCH RITE COMPUTER 4 PWIREH NEW 6' REFRIGERATED PRODUCE ISLAND END CASE 11/18/2 1 F5DNRSMEHX NEW 5-DECK NARROW FLORAL CASE RIGHT SLAB MIRRORED END ORIGINAL PLAN oArE' COSMETIC-FRAGR INTIMATE SEAFOOD 7/13/2011 8 C39-3S NEW 3' BEAUTY CARE LIGHT VALANCE (STARTER) 2 INT 11 A NEW T-FRAME ADD ON UNIT 2. 5' L (PEWTER) C INTIMATE) 1 S-3248 NEW . 32' 4 WAY MERCHANDISER (48'H) DRAWN: CHECKED= 52 C39-3 NEW 3' BEAUTY CARE LIGHT VALANCE 6 INT11E NEW T-FRAME END FRAME INCLUDED IN STARTER (PEWTER, INTIMAT) 1 S24N NEW SERVICE SCALE/UPC PRINTER W/ TOUCHSCREEN H. GARCIA E ZION 2 INT 11 NEW T-FRAME STARTER UNIT 2. 5' L (PEWTER) ( INTIMATE) 1 S54-12 NEW 12' SEAFOOD SERVICE CASE HUMIDITY CONTROL/TIMER REVISION DAIRY 1 INT2P NEW PANTY TABLE 1 S36TR-12 NEW REMOTE ICE FLAKER W/ CART TRANSPORT SYSTEM ( 1500 LB. ) 2 INT43 NEW COMFIES ROUND VENDOR TABLE 1 S5DFRN4HX NEW 4' FIVE-DECK FRESH SEAFOOD CASE (NO GLASS) 11 DA2-28L NEW 28' REARLOAD DAIRY DOOR (LEFT HINGED) 8 INT4 NEW BRA TREE WITH 16 ARMS (SATIN CHROME) 1 S5DFRNLSMEHX NEW FIVE-DECK SEAFOOD CASE LEFT SLAB MIRRORED END 5 DA5D12HX NEW 12' FIVE-DECK DAIRY CASE 8 INT5 NEW BRA TREE & PANTY FIXTURE, QUAD 1 S5DFRNRSMEHX NEW FIVE-DECK SEAFOOD CASE RIGHT SLAB MIRRORED END 5 DA5D4HX NEW 4' FIVE-DECK DAIRY CASE 15 INT6A NEW T-FRAME ADD-ON UNIT .2. 5' L(PEWTER)(HOSIERY) 1 SGDNLEHI NEW NARROW. GLASS DOOR SEAFOOD LEFT END PANEL 4 DA5D8HX NEW 8' FIVE-DECK DAIRY CASE 6 INT6E NEW T-FRAME END - INCLUDED IN STARTER<HOSIERY) 1 SGDNLT8HI NEW 8' NARROW GLASS DOOR LOW TEMP SEAFOOD (3 DOORS) 6 DA5DLCMEHX NEW FIVE-DECK DAIRY LEFT CONTOURED MIRRORED END 1 INT7 NEW PLAYTEX 26' 2 SIDED 5 DRAWER SPACE MAKER 1 SGDNREHI NEW NARROW GLASS DOOR SEAFOOD RIGHT END PANEL 1 DA5DLSMEHX NEW FIVE-DECK DAIRY LEFT SLAB MIRRORED END 2 INT9B NEW JOCKEY DISPLAY 1 SS12HE NEW 12' SERVICE SEAFOOD CASE 1 DA5DNSC304B NEW 4' 5-DECK NARROW SELF CONTAINED DAIRY CASE (30'D) i SSLEHE NEW SERVICE SEAFOOD CASE LEFT PANEL END Y RIGHT CONTOURED MIRRORED END 1 SSREHE NEW . SERVICE SEAFOOD RIGHT PANEL END DA5DRCMEHX NEW FIVE DECK DAIR RI 6 ' STANDARD PLOTTED SCALE 1 DA5DRSMEHX NEW FIVE-DECK DAIRY RIGHT SLAB MIRRORED END 1 SWILTI2HX NEW 12' LOW TEMP WIDE ISLAND SEAFOOD 1"=2 0'-0" 2 SW I LTEHX NEW LOW TEMP WIDE ISLAND SEAFOOD END CASE BUIL.DINC STATS= TOTAL SHELVING 7,467 LF SALES AREA 114,908 SF 1G OF GROSS BUILDING 80% BASE STORE 138,897 SF MEZZANINE 5,016 SF DOCK / UTILITY 0 SF GROSS BUILDING 143,914 S FINAL FIXTURE PLAN STEEL PACKAGE DD, Not Applicable F —375 ..... ,,{ ,, , , , , , , ,v.' - aJ 3+41 i; 9t ';`rc'g S JI,,, sw4 r' �'' F ii=,yx Rr� ''sh. ' x}, S^7'. SHEET: 1• $ V t 1 i{,,, y �{� x ,,F,; 1 7 ,r.. ,t„-w Pt. {` a u'; r�I; � �'. , i kr a r � 1 7 I 1 CAD FILE 11-0029-01_1!.1-aDVVG i L � PLd77ED ON 1 Nov 23. 2011 - zt 06pro BYE ph I 1 i pp j FRP FINISH ON WATER RESISTIVE SERVICE SIDE 'yt' GYPSUM BOARD AS REQUIRED SST ON NON-COMBUSTIBLE SEALANT SERVICE SIDE 0 CL-803( BACKING FRP END CAP, TYPICAL f_______,r2" SST CORNER GUARD 4 SIDES, H CONTINUOUS SEALANT '�° CONTINUOUS SEALANT BULL NOSE TILE ON SHEATHING, HEAD, JAMB, AND SILL ON "r I SEE FINISH SCHEDULE 8'-0" TILE ON SHEATHING, SEE TILE ON SHEATHING, SEE FINISH INTERIOR OF SERVICE AREA / / ./.----` FINISH SCHEDULE SCHEDULE s; WINDOW. MIN. SPAN DISTANCE STORE #00375 I 1 i ' _ aEUII II IIII.IIIIIIIIIIII..OIIIIIIIIIIII N m' II111111ILIIIIIIIII IIIIIIIII11111111I � 1 NOTE: TIGARD IIIIIII.I........11. ....1.iII.m....................1.......111.............. °�— . TILE, OVERLAP FRP _ VERIFY LOCATION W/ 3 C — � CHEATHING, SEE FINISH SCHEDULE -----Al IXTURE PLAN '\� - METAL CORNER BEAD `� : _ = +6'_®11 _ _ ca 11.565 SW PACIFIC �IWY CUT TILE BOTH SIDES AT JAMB, *CENTER OF E — C TIGARD, OR 97223 <-> a 1'-101/2" BUTT INTO BACK OF BULLNOSE BLOCKING --� METAL STUDS APP X. -- MTL STUDS RETAIL SIDE METAL STUDS TILE RO 2"x 6"WOOD BLOCKING - 1111111111111111111111111111111111111 I,UI..IIIIIIIIIIIIII.IIII1, BETWEEN STUDS, VERIFY I N I LOCATIONS TO CENTER POT I I - BULLNOSE TILE OVERLAP RACK ABOVE 3 COMPARTMENT FRED MEYER STORES GWB RETAIL SIDE WALL FINISH PER PLAN _ ∎ JAMB TILE FIN FLR SINK GWB AS OCCURS INC. /\/ SHEATHING, SEE FINISH SCHEDULE i s 3800 SE 22ND AVENUE PORTLAND, OREGON, 97202 MuLI C---; TRANSITION I SS S i 503.232.8844 1 n = e n rl = r re 503.797.3509 FAX SCALE: 3 = 1 -0 09 31 13 - 04 \ SCALE: 3" = 1 -0 09 31 13 - 03 SCALE: 3" = 1'-0" 09 31 13 - 02 SCALE: 3" = 1'-0" 09 31 13 01 SCALE: 1/4" = 1'-0" 06 11 00 - 01 J d' i NOTE: 2" 2" / / / - - - s ' w V4rrli� VI.: r 3 1 s i ALL SHEATHING & x FINISH PER FINISH SCHEDULE FINISHES APPLY TO OPENING HEAD &JAMBS --r-An-- CV 0 0 / EXTEND SHEATHING AND f lM ,I HANGER BRACKET i I { 1 k, 1 \ \ FINISH 2"ABOVE CEILING 2 3/4" FINISH AS SCHEDULED M L -) 601 SW SECOND AVE SUITE 1200 ,' [_ —_--_ — _i/ CARD READER OR ELECTRONIC It 2 CLR.I - C- / PINPAD, VERIFY EXACT BP-8®11OFCI v v OPENING PORTLAND, OR 1 97204 t'1 j CONFIGURATION 6" HIGH x CONTINUOUS STEEL PER PLAN t 503.223.8030 I f 503.223.8381 _� -�.;.�,:,._____...._.-._....1 BACKING PLATE I TO 2"ABOVE `" SEALANT N / CLG W2 ,� MuivannyG2.com ' STAINLESS STEEL SHROUD SET IN HOOD - CL-803 • SEALANT SST PLATE, RADIUS CORNERS AND - \ / I f '� d' EASE EDGES,APPLY TO WALL WITH BASE, WHERE OCCURS, /\ 0 0 0 ADHESIVE AND SST SCREWS AS SEE FINISH SCHEDULE � \\ W6 �? \-- , SHOWN \ `* DECOR ti,H' __N__ 16 (REMODEL) WALL GUARD AT EXTERIOR i5.1 TYP 'T l l: SECURITY FOOD s; 10 6) SCALE: 6" = 1'-0" 05 59 00 - 02 SCALE: 3" = 1 -0 05 59 00 - 01 SCALE: 1-1/2" = 1 -0" 10 26 16 - 01 SCALE: 1/4" = 1'-0" 06 64 00 - 01, ee = r rr " _ 1 PRODUCE CASE 18 GA WITH A NO 4 FINISH SST tkf 6 \\1'` ' FILLER. PROVIDE CONT BEAD NV FINISH FLOOR rt OF SEALANT ALONG — — „� �1. PERIMETER EDGE "SCHLUTER- RENO - RAMP"AERP 100 B65. 0. ' MORTAR BED (THIN SET) ANODIZED ALUMINUM 3/8" H TRANSITION 1%, WOOD END CASE. FLEXCO TRANSITION EDGE f f l 1 i % n- ! - CONFIGURATION VARIES GRANITE TILE. TRIM. STRIP TO BE SET IN MORTAR BED GUARD 184, COLOR 056 (SQUARE OR DIAGONAL BACK), GROUT AND TOP TO BE FLUSH WITH FLOORING. MILK CHOCOLATE HOOD \ VERIFY CONFIGURATION TO ' �"` "SCHLUTER- RENO -TK"AETK-100 DOOR WHERE —' \C 2„ \ BE PROVIDED. (SQUARE BACK ANODIZED MORTAR BED (THIN SET) OCCURS I I CARPET 1/ . \ SHOWN) ALUMINUM 3/8" H DIVIDER STRIP GRANITE TILE I PRODUCE CASE \ FINISH FLOOR I SST SHROUD \\ DASHED LINE INDICATES CARPET GROUT I I EXTENT OF SST FILLER W/ \ ° ALTERNATIVE DIAGONAL BACK �� '"'-- fT__rf N�i ..,_,..,...._. 1 �i�� - ',.r; a t: anESf��`h$� BEND POINT ° ° ° a ° a C 4 a WALL PER PLAN NOTE: DIMENSIONS PROVIDED a ° ° a ° d' ° 4 a a a 4 ° a a Q ° a a ARE FOR ESTIMATION ONLY, 3/4"SM SCREW, TYP ° " ° FIELD VERIFY ALL DIMENSIONS CONCRETE SLAB CONCRETE SLAB CONCRETE SLAB 0\ CARPET TO GRANITE B GRANITE TO CONCRETE CARPET TO CONCRETE/SHEET VINYL .) PAN M1 {1 El 1 WASH SHROUD SST SCALE: 1" = 1 -0 05 59 00 - 03 SCALE: NOT TO SCALE 05 59 00 - 04 PERMIT SET ai WALL PER PLAN CUSTOMER SIDE SERVICE AREA SIDE FINISH FLOOR ■3 . "` ------. WALL FINISH PER PLAN "SCHLUTER- RENO- RAMP"AERP 100 B65. f E URETHANE CAULKING, ANODIZED ALUMINUM 3/8" H TRANSITION SEALANT EDGE OF CASE COLOR TO MATCH TRIM. STRIP TO BE SET IN MORTAR BED RESINOUS FLOOR • RF-801 UON ADJACENT SURFACE CONCRETE FILL AND TOP TO BE FLUSH WITH FLOORING. —, ,- FLEXCO UNDERSLUNG OVERLAYMENT DOOR WHERE I RF-801 I OCCURS 5 , R 056 FINISHED FLOOR . I I MILK CHOCOLATE ,.ru.jA ►.' Ci � a , ET CHANNEL IN BEAD OF MORTAR BED THIN SET F I I SAWCUT TO DEPTH `{' ,S I ( ) FINISH FLOOR ,,v CERAMIC TILE I I SHEET VINYL ,, _ ,-' URETHANE CAULKING OF RESINOUS , .{1,„,� Ikr y H `o PC-801 a RF-801 �- -' OVERLAYMENT. i t-� Al GROUT kl , Y �,a SLOPE FROM REAR EDGE OF CASE IAN R. FLEr, ER,AR! ITECT N /////////// ///////// Amuse ` TO FLOOR DRAIN �•lAirli r Al M1 t�'. ,,,„,,,,,,,,,A.,0-,,,,)„, y �,'� v w �/' ° ,.. ..., :... ... ..... ....,, w... ..... ..... ,�`,-�.w,._...a„-�1-✓�.., rte'` n 6 D A Q V :lir � o D. j' .4 4 d 4 4 p v ��' >� �. `. .ei i . s�i.� �1 �] d Q A ° ° 4 4 s c A d 1 4 d d ° ,,4 b ° ° Q Q Q o ° a, 1 , a 3/4" CANT PROVIDE 3"X 1.5"X .25" SST CHANNEL; LENGTH AS ° ° ° ° 4 a a rM1.., 87.`0 av REQUIRED. CHANNEL TO FORM SIDES AND BOTTOM OF a ° ° ° Ir =R1�4N R. FL , 1, CONCRETE SLAB POURED CONCRETE CURB. ANCHOR CHANNEL TO FLOOR CONCRETE SLAB / 6"TYPICAL / O C C OOR CONCRETE SLAB WITH 114"X 3/4" DRIVE PINS, 18" OC p0 ti nRESINOUS FLOOR AT CURB D CERAMIC TILE TO CONCRETE SHEET VINYL TO CONCRETE RESINOUS TO .CONCRETE � y41`�1 �.�•��AS E DETAIL SCALE: 6" = 1'-0" 09 67 23 - 02 \ I 7' © Mugu er Architecture: El 6 �` All rights reserved.No part of this document may be .) RESIN( - pr in wa form or by any sA rwoiht SCALE: 3" = 1'-0" ,, 09 67 23 - 01 3-6 TYP , � .. , ,• 'r 'r _ CT-805 I I__s___s__OSSS_s_ssss_s__ _sssss_%� DATE DESCRIPTION NOTE: PROVIDE , , ,� ' •••••U• l'MERIP.III■rr. T_�e ��.. , ,;�� :t, ,.._� ��....r , .,l 4 . C 806 CT-808& CT-804 AS IiimusimatIommosimIlimmommalimmootorti.me CT-807 SHOWN AT ALL /ii/ / //'%%//%%'%/%/v%�%%/%�%%v%�%!"�%%///%� %i%%r%i%%i%�//r/�%'-,''%z�//io O P E N I N GS AND iisilml msisssissssssse■sssssssss /r'% �' DOORS WHERE CT-808 %I % tillillillga7A#MOMIE11111�� % CT-804 TILE FINISH IS 4 A 4 ON HEAD, JAMB & CT-808 AIR /' �.. CT-804 i INDICATED UON - %1 ;' ji� �, _�' 1. :.; ��' ;�s ,,�, ►1 ci, %, , % • SILL, TYP. .;/�...'" .� � � r'�U4IUUfA1if%d1 M M �PI % � 4 %; , o / TYP. OPEN (WHERE t \ TYP i ..)st.■� ��I t .�■� �k5.��`�,I,':I�� ,.� t131, CT-808 j ///i%//////////%//////////ii///////// //////////i///////////.,//////////%///%4%ice!; t' a , �s ss�s��sssss�us��s� �� CT-805 I % % % % � % % % % % % % % % % % % % � % % % � % % % %%!�'''/ //// ///%/ //// / //// / //%/ //i, I CT 804 � � - - - � .,,./, .,,��/, i ig ;i ON HEAD, JAMB & II/ 7% rIA� %/ /A� 7A M ,AA '; � ' i"% % % % % % % % % % Viv.Z. . � / % : % % % : % % % � % % 11-0029-01 ,I SILL, TYP �' %O/ � % � /��//�, % %% o OPEN '' , , . , , , , , , e , , , co _ % % % % % % % % % % % / % % �% % % % �% % % % % %%% PM: ROBERT FAGLIANO ` [WHERE - %%%� %% %%%%%%�i,.�%%%r%%%%%'A%4.' �' DRAWN: I = i. / % ��///%� as ;- OCCUR S/1 7.4%Ar %r�� '�%' %V V r% % r % 7 ir %4 % % %4/ CT-804 a , /� � �� %�� / �� i� � ��AA R F-801,, SST CORNER % �/ �� //, % % �/ � •, I TERIOIF.F' El"AILS CO�,t`' GUARD TO4'.Oe. %j/ j%%V %%% % %%%%% %%% %etezt � %%%///% i' . AFF, BOTH SIDES ► 1 Nai4F 16 . N` o`" 15.1 / i - RESIN BASE TYP. / ) TRANSITION DETAILS 11 1 0 E ' ee _ e " n _ re i5 . 1 03 {, SCALE: 1/2" - 1 -0 09 31 13 - 05 SCALE: 1 -.1 09 60 00 - 01 - r*ski. � - M1,l a x ianS, w. ., t. .ud u '" RID NOTE: , PAINT TUBE STEEL COLUMN AND PLUMBING ABOVE 8'-0" ABOVE FINISH FLOOR PT-801 1 (E)WALL OR STOREFRONT r IY j ij Y y , PROVIDE CONT SILICONE CAULKING re/14 6" WB-801 ABOVE BENT PLATE-NO ■ r-�-u— SEAL AROUND TOP AND BOTTOM OF I BASE @ STOREFRONT �w• COOLER BOX WALL 1 0 FIELD ,.•.• STORE #00375 r, i WRAP - I VERIFY BENT PLATE (HOT DIP GALV) 1/4" i��4 - -4p-�-�-�-�-�i-• I VA11�• RI — 1 1 TUBE STEEL COLUMN j j I x CONTINUOUS AS SHOWN, W/ 1 ► tip i SST WRAP TO 8'-0"ABOVE FINISH 3/8 DIA HOLE @ 4'-0" OC TO ALIGN �� 191 ��inimi 1,___ J.0•••••- FLOOR , W/WELD PLATES • 1/8" 11 �� 11565 SW PACIFIC HWY i 1/8 FILLET WELD ALL SIDES IN 3/8 TIGARD, OR 97223 PLUMBING-SEE MECHANICAL /Arid ' 40 O D IA HOLES TO WELD PLATE -BLOCKING AS NEEDED STAINLESS STEEL J BRACE BACK TO COLUMN AS u — MAP MOULD AROUND a REQUIRED. WELD PLATE WHERE OCCURS: SST CLOSURE ��* BENT PLATE (HOT-DIP GALV) 1/4" �� OPENING. SEE BELOW s x 3" LONG, FASTEN TO CURB W/ FINISH PER SCHEDULE 3/8"x 3" EPDXY ANCHOR. `N; ' 3 5/8 STRONG BACK STUDS TO STAINLESS STEEL N PLATE CORNER GUARD RE MEYER STORES 8'-0"ABOVE FINISH FLOOR WELD PLATE: BENT , ATTACH TO FLOOR AND BRACE AS • (HOT-DIP GALV) 1/4 x 6" LONG x J, 1 1/2" INC. REQUIRED TO ENSURE RIGIDITY, AS SHOWN @ 4'-0" OC W/ (1) 3/8" V K aY} PROVIDE CONT. SILICONE x 3" EPDXY ANCHOR °°- J MOULD 3800 SE 22ND AVENUE $ SEALANT AROUND BOTTOM EDGE (E) CURB 4r^`: 1/2" PORTLAND, OREGON, 97202 CURB S E C-ID 2 503.232.8844. 503.797.3509 FAX SCALE: 1-1/2" = 1-0" 05 59 00 - 08 SCALE: 1-1/2" = 1'-0" 05 59 00 - 07 SCALE: 1" = .1'-0" 05 59 00 - 06 �� SEE PLAN WALL OR OBSTACLE WHERE , ' ` ' I s {{ } t �� , r .4 , , GWB OCCURS, SEE PLAN - ' lip, F t - 4 .. Y Y 1 1 �s M: : E TAL G BEAD � Y I � , I <44 COOLER WALL BEYOND GWB rI1 COOLER/FREEZER WALL ", � 4 f X y f :200� METAL EDGE BEAD � � . � ,,, : � �` �. „i.�.��, .. .�. �, ." '_,_ 1 7. CERAMIC TILE ON `�� CONCRETE CURB BEYOND SHEATHING, SEE FINISH COOLER �.�BULL NOSE TILE ON .�-�-�� FOF SCHEDULE �� 4" 601 SW SECOND AVE I SUITE 1 SHEATHING, SEE FINISH = �� ll. PORTLAND, oR 1 97204 �� TRENCH DRAIN SEE PLUMBING Affili��irmmu��ummilmmi SCHEDULE �� ,j f _ cv �� RESINOUS FLOORING, WHERE t 503.223.8030 I f 503.223.8381 OCCURS 1 ] SST CORNER GUARD FROM 1.1 FOS b 3 T.O. SLAB FFTO4'-O"AFF PLAN - , FRAMED WALL SEE FLOOR N I ° MuivannyG2.com uuuu111HMI�uuuuu0arrr11w 1ruuuuunr11uv e �c BU NOS TILE BULL NOSE E � , (.15S* 4 ° °I _ , I , . SERVICE SIDE 2 2 X 2 SST CORNER GUARD TO - • NORTHWEST BULLNOSE TILE � = 4'-0"AFF NO SST CORNER ° ° ° �° a SHEATHING, SEE FINISH = GUARD @ SIM CONDITION) \\(/ <7 4 CONCRETE SLAB, SEE SCHEDULE GWB I W1 I @ SIM STRUCTURAL (REMODEL) Hwy, TLE/GWB TRANSTON 0 r4 SCALE: 3" = 1'-0" 09 31 13 - 07 SCALE: 3" = 1'-0" 09 31 13 - 08 SCALE: 3" = 1'-0" 09 31 13 - 09 SCALE: 1-1/2" = 1'-0" 22 13 13 - 01 c. . SEE PLAN COOLER DOME TOP AN COOLER DOORS COOLER WALL H. ';:;I iii, H 4" STEEL PIPE W/NON-SHRINK ■CONTINUOUS ��4II. .��..��.�� ii. _ GROUT CLEAR LICONE _ �� b w F. • }F; BEAD CONTINUOUS CLEAR ■∎��j Ipi�� d- . SILICONE ■BEAD , I COOLER BOX WALL co W/SEALANT I WB-801 I ; pp <? & BACKER ROD � �_ �►�� FRAMED WALL (SEE FLOOR PLAN) RACKING, SEE PLAN FOR EXTENTS ��a a � FRAMED WALL (SEE FLOOR PLAN) � '" FINISH PER FINISH SCHEDULE I a si i FIN FLR P•4 ♦� °d ° rw FINISH PER FINISH SCHEDULE , ° { a S ►��4 r -�►-�►-* . ..- - SST CORNER GUARD a a °' a ' i BLOCKING AS REQUIRED :►i.i�i�i.i� _I SST CLOSER o FLOOR SLAB krYE BLOCKING AS REQUIRED b. COOLER BOX WALL SST CLOSER • : " 4. I 1'-0" DIA. CONCRETE FOOTING 0 I ,ad' CONCRETE SLAB, SEE STRUCTURAL 4 1 (4 . , l? 12 I 13 , . SCALE: 1-1/2" = 1'_0r1 11 11 41 23 - 01 SCALE: 1" = 1'-0" 09 29 00 - 20 SCALE: 1" = 11_0" 09 2900 - 21 - SCALE: 1/2" = 1'-0" , ,r,, 2"TYP 20 GA STAINLESS STEEL CORNER PERMIT SET 1 I GUARD. INSTALL TO 4'-0"AFF UON 11 .30. 11 , , 0`' CV _____\7 '' '." ." '. " WALL AND FRAMING AS INDICATED r ON PLANS (---A)STAINLESS STEEL CORNER GUARD _.211TYP ,r i ( •, 20 GA STAINLESS STEEL END CAP. v INSTALL TO 4'-O"AFF UON , R. FL .¢% ER,ARC ITECT z t , t. ,I1q W 1'; e..0 V a tl a 4 ^^ ,gyp. �ao .; 1 ,fir'{x * a g ry ` WALL AND FRAMING AS INDICATED ° 1 'e h ," 1 - ON PLANS , F (i)STAINLESS STEEL END CAP L.2' st ,, ©MulvannyG2 Architecture: , WALL PROTECTION DETAIL All rights reserved.No part of this document may be E ' 6" 4' 'T reproduced in writing f om Mu any annyG2 without �xy,: SCALE: 6 1'-0" 05 58 00 - 01 , L. .... . .. s A DATE DESCRIPTION 1 0 • r 11-0029-01 I co vim- PM: ROBERT FAGLIANO• 1 c off o s co--, O Q� nz i NTE R 1 O DETAILS EE , nj I� d7 w O O N T , Z I ?. CD 0 yk..1 6.,;s.r• F � � � Y� e trrr di r tk li r� �;{Y{ �t � 1 j'A , 1 5 '', i . , SHEATHING SCHEDULE - - INTERIOR FIN:S.7S, AND D S,, HEAT: HING SCHEDULE SYMBOL DESCRIPTION WO EXISTING WALL SHEATING TO REMAIN ,.,. ,, ROOM INFO ' WALL SHEATHING FINISH ROOM INFO . W1 1/2" GYPSUM BOARD(5/8"TYPE"X"AT FIRE-RATED ASSEMBLIES) 7 Aft ,h , rn , ' er BASE WAINSCOT '', REMARKS W2 1/2" MOISTURE RESISTANT GYPSUM BOARD NO NAME NORTH SOUTH EAST WEST ' NORMI SOUTH EAST WEST ': NO NAME . . W3 EXTERIOR GYPSUM SOFFIT BOARD STORE #00375 100 , HOME B\ITRY i SEE E.EVATIONS SEE E_B/ATIONS sEE a_EvATioNs 1 SEE ELEVATIONS sEE a_B/A-noNs sEE a_EvA-noNs SEE ELB/ATIONS SEE ELEVATIONS SEE E_EVATIONS - 100 HOME ENTRY W5 COOLER/FREEZER BOX PANEL(PRE MANUFACTURED, N.I.C.) TIGARD 101 PHONE ROOM WO , WO PT-868 PT-868 PT-868 PT-868 - , - ,W1 ONLY AT NEW CONSTRUCTION 101 PHONE ROOM W6 1/2" CEMENTITIOUS BACKER BOARD 102 ELECTRICAL ROOM ; WO WO WO ; WO - - -„ - — , ' 102 ELECTRICAL ROOM -, W7 3/4 PLYWOOD 11565 SW PACIFIC HWY 103 FOOD ENTRY ; SEE E_EVATONIS : SEE ELB/ATIONS SEE ELEVATIONS , SEE ELEVATIONS ' SEE ELB/ATIONS SEE ELB/ATIONS SEE ELEVATIONS SEE EL.EVATIONS SEE ELEVATIONS ' - 103 FOOD ENTRY W8 1/2" PLYWOOD TIGARD, OR 97223 104 ' SUSHI , 1/V6 - V1/6 ' W6 4 W6 , CL-803 CL-803 CL-803 CL-803 IRF'-801 ,SEE DETAIL 16/i5.1 ;, 104 SUSHI , ' ", , , W9 3/4" FIRE RATED PLYWOOD . .105 ' PLAY LA ND W1 , W0/1/1/1 W() ' - SEE B_B/ATIONS SEE ELEVATIONS SEE aEVATIONLS SEE aEVATIONS SEE ELEVATIONS ' - .W1 ONLY AT NEW CONSTRUCTION, COORDINATE FINISH W/SIGNAGE AND nrIA nuinc. 105 PLAY LAND " GENERAL FINISH SCHEDULE NOTES 107 , MEN'S RESTROOM 4 WO ; WO , WC) WO - - - - - - 107 MBN'S RESTROOM , A W7 REQUIRED AT ALL ELECTRICAL/TELEPHONE EQUIPMENT 108 '''. womENrs RESTROOM wo ' wo wo wo , - - - - , -- - , 108 WOMEN'S RESTROOM , , 109 FAMILY RESTROOM WO WO WO WO - - - - - - - 10 FAMILY REST B W2 REQUIRED AT ALL SINKS, DRINKING FOUNTAINS AND FRED MEYER STORES , : - , , , RESTROOM OTHER WATER FIXTURES 1 NC. 110 CORRIDOR ',, WO ' . WO WO PT-868 PT-868 PT-868 - - SEE REMARKS ,W2 ONLY B8-IIND DRINKING FOUNTAIN SEE PLANS AND 21/A2.3-3 , 110 CORRIDOR C WHERE OPEN TO STRUCTURE, PAINT ALL UNISTRUT AND ALL-THREAD , , ..,.; 111 ' CCK , - W1 ON W8 W1 ON W8 - WC) '; W1 ON WE3 PT-868 PT-868 PT-868 PT-868 VIE-801 ' W1 ON W8 ONLY AT NEW CONSTRUCTION ' 111 CCK FOR SUSPENDED LIGHT FIXTURES PT-01 3800 SE 22ND AVENUE 112 , TELLER W1 ON W8 W1 ON W8 ', WO ,` W1 ON W8 , PT-868 PT-868 PT-868 PT-868 \NB-801 . W1 ON W8 ONLY AT NEW CONSTRUCTION PORTLAND, OREGON, 97202 ., , , 112 TRIER D WHERE IP-001 IS CALLED OUT TO HAVE TILE FINISH, SECURE THE W6 TO 115 ' PHARMACY -, W1 " SEE REMARKS , WC) ', W1 PT-814 PT-814 PT-813 P1-814 WB-801 - ON NBA/SOUTH WALL W1 TO 10' ABOVE CEILING(10') W8 TO B.0 DECK : IP-001 BEFORE APPLYING SHEATHING INDICATED IN DRAWINGS OR 503.232.8844 115 PHARMACY . . INTERIOR FINISH AND SHEATHING SCHEDULE. CONTRACTOR TO 503 797 3509 FAX 116 , PRX RETAIL ; SEE ELEVATIONS - , ' SEE ELEVATIONS SEE ELB/ATIONS - - SEE ELB/ATIONS SEE E_EVATIONS ' - - 116 PRX REA IL , COORDINATE ATTACHMENT MATERIALS AND METHODS WITH ,, , PT-814/SEE FT-814/SEE FT-814/SEE IPT--814/SEE : ' COOLER/FREEZER BOX MANUFACTURER AND WARRANTY 117 ', PRX WAITING W1 ' W1 W1 W1 SEE REMARKS SEE ENLARGE)PLANS FOR LOCATION OF WAINSCOTING , , '..,'", REMARKS REMAFKS REMARKS REMARKS - 117 PIRX WAITING REQUIREMENTS. , , , 118 CONSULTATION WO W1 W1 W1 PT-868 F1-868 PT-868 PT-868 WB-801 - , 118 CONSULTATION . E PAINT ALL ELECTRICAL PANELS TO MATCH ADJACENT WALLS ', ,-' ,,' x-, ,,. ,--- -': ,,,,",,:,,, , FROVIDE SOUND A I I LNUATION BLANKET. EXTENT OF SHEATHING AS : „ - ,,,:- , ,-, .-) -;‘,,4 -' ' ' '''".: 119 uNisEx RESTROOM ' 1/1/6/1NO ' W6A1V2 11161W2 W6/VV2 SEE ELB/ATIONS SEE ELB/ATIONS S a_B/ATIONS SEE ELEVATIONS SEE B_EVATIONS ' , F FLOORING TRANSITIONS AT DOOR OPENINGS SHALL OCCUR AT , , ,sPEaFIED ' 119 UNISEK RESTROOM , CENTERLINE OF DOOR, UON , kA'' i , , ,A 120 ' PEM W1 , - W1 W1 SEE aB/ATIONS SEE aB/ATIONS SEE E_B/ATIONS SEE ELB/ATIONS - 'COORDINATE FINISHES WIT1-1 SIGNAGE AND GRAPHICS - 120 PEM . , . - :' , 121 PRX STORAGE ' WO W1 -' W1 ' W1 PT-814 PT-814 PT-813 PT-814 VVB-801 , W1 ONLY AT NBA/CONSTRUCTION , ,, G PAINT ALL REFRIGERATION, ELECTRICAL OR OTHER DROPS THAT ARE , 121 PRX STORAGE EXPOSED TO VIEW FROM THE SALES FLOOR(INCLUDING CEILING AND 122 ELECTRICAL ROOM , WO ., WO . W7 ON W1/111/0 WO , - - - - , - - 'W7 ON W1 AT NBA/CONSTRUCTION . , 122 ELECTRICAL ROOM FIXTURE MOUNTED LINES)TO MATCH CEILING. 601 SW SECOND AVE I SUITE 1200 123 PEM STOCK - W8 WO W8 W8 CL-803 - - - - - ,W8 TO DECK, PROVIDE CL-803 ONLY AT MOP SINK SEE ENLARGED PLANS - H WHERE STOCK ROOM FLOOR IS ADJACENT TO SALES FLOOR, CONTINUE ' 123 PBVI STOCK ' PORTLAND, OR I 97204 , 124 , GOLDSMITH WO , W1 4 W1 WI CL-803 CL-803 CL-803 CL-803 ' WB-801 - W2 TO 48” - 124 GOLDSMITH SALES FLOOR FINISH 3'41" MIN. INTO STOCK ROOM. t 503.223.8030 I f 503223.8381 , J WHERE EXPOSED TO THE SALES FLOOR PRIME/PAINT ETHERNET 125 JEWELRY W1 - _ W1 - ' SEE ELEVATIONS SEE B_EVATIONS SEE ELEVATIONS SEE awATIoNs SEE aB/ATCNS , — ' 125 JEWELRY CABINETS TO MATCH ADJACENT WALL.WHERE MOUNTED TO A COLUMN, 126 , JEWELRY STOCK W1 on W8 , W1 on W8 '' W1 on W8 W1 on W8 PT-868 FT-868 PT-868 P1-868 : WB-801 126 JEVVaIRY STOCK PRIME/PAINT TO MATCH THAT COLUMN. SEE 09 91 00, 3.5 FOR SPECIFIC , MulvannyG2.corn ' 128 : COFFEE VENDOR SEATING ' SEE REMARKS SEE IRB\AARKS `' SEE REMARKS I SEE REMA RCS SEE REMARKS SEE REMARKS SEE REIMRKS SEE REMARKS SEE REMARKS ' SEE REMARKS SEE INFERIOR EB/ATIONS , 128 COFFEE VENDOR SEATING PAINT TYPE : . 129 , COFF RIM EE VENDOR KIOSK MFR MFR ' MFR MFR MFR MFR MFR MFR - 129 COFFEE VEN K DO NOT PAINT LOW VOLTAGE WIRING DOR KIOSK , L NOT USED „ 130 ALE ENTRY ' SEE ELEVATIONS SEE aEVATIONS SEE ELEVATIONS SEE ELB/ATIONS SEE B_B/ATIONS SEE ELB/ATIONS SEE B_EVATIONS SEE ELB/ATIONS SEE E_EVATIONS : ' 130 ALE ENTRY NORTHWEST , M WHERE STOCK ROOM FLOOR IS ADJACENT TO SALES FLOOR, CONTINUE 131 BOTTLE RETURN WO ; WO , WO - WO , , BOTTLE RETURN SALES FLOOR FINISH 3'-0" MIN. INTO STOCK ROOM. DECOR ,, 132 SHOE STOCK , WO WO \NO ' WO , - - - - , - ' 132 SHOE STOCK , . , N SEE SPECIFICATIONS FOR FINISHES AND MATERIALS. ' • (REMODEL) 133 CCTV WO WO vvo WO , PT-868 PT-868 PT-868 FT-868 - 133 CCTV ' 134 LPM ' WO '1 WO WO , WO PT-868 PT-868 PT-868 PT-868 - 134 LW! I ' 135 , PRICE CHANGE WO , WO WO WO , PT-868 P1-868 P1-868 FT-868 - - 135 PRICE CHANGE WO ', WO PT-868 PT-868 ' PT-868 PT-868 - 136 FILE MAINTENANCE - ' 136 ' FILE MAINTENANCE WO WO ', ,.., 137 KSP WO ' WO WC) WO PT-868 FT-868 PT-868 PT-868 - , ' 137 KSP '' 138 , DIRECTORS OFFICE WO WO WO WO PT-868 PT-868 FT-868 PT-868 - 138 DIRECTORS OFFICE 139 EURO CHECKSTANDS W1 , W1 , - PT-868 - PT868 - , VIB-801 , . `‘, 139 EURO CHECKSTANDS KEY: , GRID 1 2 4 6 8 10 12 14 15 17 18 19 19.1 19.2 20 21 22 140 , BASEMENT CORRIDOR W1 W1 , W1 - W1 , PT-868 PT-868 PT-868 PT-868 WB-801 , CL-801 'SEE 21B/A2.3-3 140 BASEMENT CORRDOR • COLUMN WRAP TO 4'-O"AFF PAINT S 141 HR . WO WO/W1 WC) WO PT-868 PT-868 PT-868 PT-868 WB-801 , CL-801 'W1 AT NEW CONSTRUCTION ' 141 HR '.--IDT...8-6-;11 ABOVE. ' , N.1 0 El izi El 142 MANAGES OFFICE ' W1 WO , ' WO WO ,' PT-868 PT-868 FT-868 PT-868 ' - ', . : 142 MANAGER'S OFFICE ,. N 00109 • rzi 0 0 ± PAINT COLU RAM irDT.--- ..40-m 143 - LUNCHROOM WO WO \IVO . WO PT-868 PT-868 PT-868 PT-868 - - ■ 143 LUNCHROOM EMPLOYEE SECURED 144 STORAGE, k WO WO \NO ; WO PT-868 PT-868 PT-868 Fr-868 ' - , EMPLOYEE SECURE) ) M ' 144 STORAGE , 0 JEWELRY COLUMN WRAP SEE L.1 • 0 El El L • • • • • • • • DETAIL 21/A4.2-2 147 WOMEN'S RESTROOM '` WO WO WO WO - - - • 147 WOMEN'S RESTROOM ' ' 1 148 ',- MENS RESTROOM WO , WO \M WO, - - - ... , - , EZI NO COLUMN FINISHES (EXISTING TO J.1 e a a El I , : , 148 MEN'S RESTROOM REMAIN) J 000000 0 , :. s I e 149 FMTV , WO WO WO , WO ' PT-868 PT-868 PT-868 FT-868 ' - ,' ' 149 AWN - , , A COLUMN WRAP TO 4'-O"AFF PAINT F.1 • o 0 El ! 150 CORRIDOR ' Wl/WO : W1/WO WI/WO ' W1NVO Fr-868 PT-868 PT-868 PT-868 , WB-801 - -W1 AT NBA/CONSTRUCTION . , , , 150 CORRIDOR '------'pT_8ig ABOVE. F 0000 • 0 0 • 151 „ APPARa.STOCKROOM W8 ' W8 \AZ W8 - - - - - , ' 151 APPAREL STOCKROOM E • 152 , ELECTRICAL ROOM WO WO WO WO - - - - : 0 COLUMN WRAP TO 15'-0", (NIC) , 152 ELECTRICAL ROOM INSTALL 6" CARPET BASE AT THESE D.1 e a o El WO - , - , 153 FIRE RISER. 153 l'- FIRE RISER , , WO WO ', WO COLUWINS. D Ems * see 154 , CBT ' WO WO 1,M) WO , - -1 154 PROTOCOL#2 , PT-868 PT-868 PT-868 PT-868 .,, I , , , , M STAINLESS STEEL COLUMN WRAP B.1 tzi tra z 155 ' A PPARE. ' SEE ELEVATIONS ' SEE ELEVATIONS SEE ELEVATIONS : SEE ELEVATIONS SEE a.B/ATIONS SEE ELB/ATIONS SEE ELB/ATIONS SEE ELEVATIONS : SEE ELEVATIONS ' : ''' 155 A PPA REL TO 41-0" AFF. PAINT 1S-T-8---il BELOW B ,-: 156 COMPRESSOR - , - - - - 156 COMPRESSOR 14'-8". PAINT'Ff..81.1'ABOVE 1 4'-8" A 160 Dal SEATING SEE REMARKS SEE REMARKS SEE REMARKS , SEE REMARKS ' SEE REMARKS SEE REMARKS SEE REMARKS SEE RBIAARKS SEE REMARKS SEE REMARKS 'SEE ENLARGED PLANS AND INTERIOR ELEVATIONS 160 DB_I SEATING ' 161 '' DELI FREEZER MFR MFR ' MFR '' MFR MFR MFR MFR MFR ', MFR ',', ' • PAINT COLUMN TO MATCH ' - 161 Dal FREEZER ADJACENT WALL NOTES: , , , 162 -'' Dal COOLER MFR , MFR MFR MFR MFR MFR MFR MFR MFR 162 Dal COOLBR , RE-USE SST COLUMN WRAPS WHERE PE" MIT SET CL-803 CL-803 RF-801 SEE ENLARGED PLANS AND16/i5.1 SIM.AND 10/15.1 163 ' SERVICE Dal PREP 1/1A5/1/V2 W6/W2 W6NV2 ' W6AN'2 ' CL-803 CL-803 163 SERVICE Da.1 PREP APPROPRIATE, COORDINATE WITH 164 DRY STORAGE ' WO WO W() WO - - - - - ,- 164 DRY STORAGE , KROGER PROJECT MANAGER. 11 .30. 11 165 ' BAKERY FRB WO WO WO w2 ' CL-803 CL-803 CL-803 CL-803 ERF-801 SEE ENLARGED PLANS AND16/15.1 SIM.AND 10/i5.1 165 BAKERY PREP NOTES: NOTE: FOR FURRING AT COLUMN ITH NEW SST COLUMN WRAPS TO MATCH PLUMBING & ELECTRICAL, SEE:Ali 166 SERVICE E DELI ' V\16/\N2 SEE RBVIARKS SEE REMARKS SEE REMARKS SEE REMARKS RF-801 SEE ENLARGE)PLANS AND 16/i5.1,22/i5.1 AND 10/15.1 166 SERVICE Dal 167 ' BAKERY FREEZER : MFR MFR MFR MFR ' MFR MFR MFR MFR MFR , EXISTING. MP' , 167 BAKERY FREEZER - ' 168 ' BAKERY W6A/V2 VV6/W2 W /W2 , 6 W6/W2 : SEE REMARKS SEE REMARKS SEE REVIARKS SEE REMARKS RF-8•1 .,SEE ENLARGE)PLANS AND 16/i5.1, 10/i5.1 AND 22/i5.1 . . , 168 BAKERY , ''' 169 SEAFOOD COOLER MFR MFR MFR , MFR , MFR MFR MFR MFR MFR 4 169 SEAFOOD COOLER ,'7 4 0' \i' 170 ,' SEAFOOD PREP : \A/6/W2 W6/W2 W6/W2 W6/1N2 , SEE REMARKS SEE REMARKS SEE MARKS SEE RBVIARKS FRF'-8•1 'SEE B\ILARGED PLANS AND 16/i5.1 AND 22/i5.1 n COLUMN FINISH SCHEDULE , 170 SEAFOOD PREP \ 3 r, , SCALE: NOT TO SCALE .,Aillft,„ 171 , MEAT PREP , MFR MFR MFR : MFR MFR MFR MFR MFR MFR e ' ', 171 MEAT PREP , 172 MEAT COOLER MFR MFR MFR ' MFR MFR MFR MFR MFR MFR B-,,:/N R.FLEENEAr,ARCH; CT , 172 MEAT COOL I3R , 173 GROCERY FREEZER MFR MFR MFR MFR MFR MFR MFR MFR MFR , ' 173 GROCERY FRE : EZER , A , . , _ . 174 PRODUCE cooLER , MFR MFR MFR MFR MFR MFR MFR MFR MFR - 174 PRODUCE COOLER _,,,;, ,. '' ' 47 21,, 175 Dal COOLER MFR MFR MFR , ' MFR ' MFR MFR MFR MFR MFR . 175 Dal COOLER 1 177 ' PRODUCE PREP ' I1/FR MFR MFR MFR MFR MFR MFR MFR MFR ° &f ■i''''''IAN R. FLE NEP,le. " 177 PRODUCE PREP 178 CHEESE KIOSK 4 ,, - - - - CL-803 RF-801 ;SEE DETAIL 16/15.1 178 CHEESE KIOSK OR - - \\ - - - - - - ' 179 FOOD STOCK , 179 1 FOOD STOCK W8 , 4.. - - - ' SEE 10/A3.2-1 FOR EKTERIOR WALL OPTIONS lir 1- , ,.. 181 ' RECEIVING - W8 - W8 W8 - - - - _ 181 REIF CEIVING . • ,tcr. 182 ' BSM!JANITOR ' WO WO WO , , WO - - - - - - , , ' 182 BSM/JANrroR , . , , 0 MulvannyG2 Architecture: An rights reserved.No part of this document may be 183 , HOME STOCK '' - - .. - - - - - - - - , 183 HOME STOCK reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. , 184 , MERCHANDISE PICX-UP - - W8 - , , - - - - - - - , , _ 184 MERCHANDISE PICK-UP A DATE DESCRIPTION 185 1 GENERAL SALES SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS SEE ELB/ATIONS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVAT1C)NS 185 GERAL SALES NE S , • 186 OAS , , 186 OAS 188 BSMIJANITOR WO WO W8/W0 WO - - - - - ,,‘W8 AT NEW CONSTRUCTION ' 188 BSM/JA MDR , ',W1 TO BE SANDED AND TAPED, READY TO PAINT, SEE INTERIOR 190 i BANK'TENANT . SEE B-B/ATIONS SEE aB/ATIONS SEE ELEVATIONS - SEE a.EVATIONS , SEE R3VIARKS SEE REMARKS SEE RE:MAWS SEE REMARKS - - ,ELEVATIONS FOR EXTENTS 190 BANK TENANT • 192 FURNITURE SEE ELEVATIONS SEE aB/ATIONS SEE ELB/ATIONS ' - SEE ELEVATIONS SEE a -SEE a.EVATIONS SEE ELB/ATIONS 192 FURNITURE , 193 ' STAIR#1 WO WO WO ' WO ' PT-868 Fr-868 PT-868 PT-868 1A/E3-801 NEIN STAIR TREADS AND RISER FINISH SA-801 193 STAIR#1 , WO ' PT-868 PT-868 PT-868 PT-868 WB-801 ,NEW STAIR TREADS AND RISER FINISH SA-801 ' 194 STAIR#2 194 .' STAR#2 WO WO W O 5 , , ' ,, 1 ,4 201 A PPA Ra.MEZZANINE W8 W8 W8 W8 ' 201 A PPARa.MEZZANINE E 9, ; " - , 202 MECHANICAL MEZZANINE - 202 ' MECHANICAL MEZZANINE WO WO WO WO - - - —, - 9 -0 , th 11-0029-01 = PM: ROBERT FAGLIANO p... , DRAWN: MM, PP ..., ,, - 0 FINISH >_:,.c: E .. , . ‘, ,e.. . SCHEDULE e i IN 'I" A z >, 1 0. a• ,,,,,, , , 1 , , 1\' Y , ,,- , .•::. ' -.', i , ' -- ' -,':'* . '- ' } F, , , ,, ,,, ,,, , , . , , , ,,, ,, , a STORE #00375 I,r. TIGARD • 11565 SW PACIFIC HWY TiGARD, OR 97223 NOTES : NOTES : SINK I Key Notes: i 1. PRODUCE TRIM STATION SHALL BE PRE-PLUMBED AND WIRED WHEN Key NOtes: � ��•• .��rrr�.�rrrrrr�.��rrrr+•�...rrri.�rrrr-ter%,,�r r r r r r 1. KROGER WILL FURNISH THE SINK, MIXING j EQUIPPED WITH DISPOSER UNIT. UNIT TO BE FURNISHED BY KROGER O 1/2' CPVC PIPE FROM STERILOX UNIT TO SINK 0 0 0 % 0 0 0 j / $ � 0 . 0 % $ 0 FAUCETS 2"LEVER DRAINS AND SPRAY MEYER STORES O 1/2" CPVC PIPE FROM 51LKILOX UNiT TO SINK 0 0 j , j 0 1 % , / j 0 1 j 1 ! j 0 / ATTACHMENT& WALL BRACKET, AND I i AND INSTALLED BY CONTRACTOR. � � � � / � � � � � � �, � � / 0 O® 1/2' SHALLOW ESCUTCHEON , , / 1 / 1 1 /, , (WHEN REQUIRED) THE HEATER AND O O 1 r SHALLOW ESCUTCHEON © Js�Ar�u�iiJi��ir`i. �r��Ji►ii�Ji�►4►�4rik...�r4.4.4.r�i�Ji��Jo.�� DISPOSER. CONTRACTOR TO INSTALL 2. FOR DRAIN UNES REFER TO BUILDING SPECIFICATION SECTION 22 13 00 �I� / i rr` �'=e SINK COMPLETE. INC. FOR APPROVED PIPING MATERIAL C 1/2" CPVC 90'ELBOW a - i Ii HOT =�� WATER 2. CONTRACTOR SHALL MAKE EVERY EFFORT 0 0 � ® 1/2" CPVC 90' ELBOW � � II Q- -1r�"'-� 16,52"UNION ✓ -a`0== C.O. PLUG 3. FINAL PLUMBING & ELECTRICAL CONNECTIONS SHALL BE MADE BY THE ® 1/2" CPVC PIPE I e- __ ,i� i PLUMBING CONTRACTOR & THE ELECTRICAL CONTRACTOR. D 1/2" CPVC PIPE l ill �� 1.-�" TO INSTALL WATER SUPPLY PIPING AND 38®® 5� 22ND AVENUE E 1/2" CPVC BALL VALVE O I - �� I1 SANITARY VENT PIPING ON OTHER SIDE ® 2 V V�.6 O , 1 i 4. SEE PLUMBING PLAN FOR LOCATIONS AND SIZES OF DRAINS. 0 t/2" CPVC 0 11• OE 1/2" CPVC BALL VALVE 0 ,I Il q g w R ` , % (WARM SIDE)OF PREFABRICATED INSULATED I HEAVY DUTY FLOOR DRAIN WITH 5. PROVIDE A COLD WATER SUPPLY UNE -- 3/4" MINIMUM. ■;a• I `. `> %A WALL PANELS FORMING REFRIGERATED MEAT I SEDIMENT BUCKET & DUCTILE IRON PORTLAND, OREGON, 97202 ® O `y 0 O I, ( AND PRODUCE PREP AREAS, VIA STUD i 503.232.864.4 G 1/7' HOSE BARB FITTING F 1/2" CPVC 45 ELBOW � } 6. WHEN SINK IS INSTALLED ON PREFABRICATED INSULATED WALL PANELS '� • II SANITARY SEE GRATE SEE NOTE N0. 3. PARTITION CAVITY AS INDICATED. LENGTH OF SPRAYER BRACKET MUST BE ATTACHED TO 30" HIGH WOOD BLOCKING *� ( 1/2" HOSE BARB FR11NG O • I' VENT. NOTE PIPING ROUTED WITHIN THESE AREAS SHALL 503.797.3509 FAX PROVIDED INSIDE PANEL. CENTERED APPROXIMATELY 54" AFT, TAP ON �� BE KEPT TO A MINIMUM. 1 PANEL TO VERIFY LOCATION. WHEN SINK iS INSTALLED ON STUD PARTITION. f O �' { (2" MIN.) No. 6 ROUTE PIPING & PROVIDE BLOCKING INSIDE PARTITION FOR SECURE ,A, \�� II ` '/ 3. IF WATER SUPPLY PIPING AND SANITARY VENT FLOOR LINE. ATTACHMENT OF SPRAYER WALL BRACKET. G S A • ; PIPING MUST BE ROUTED EXPOSED WITHIN I I I I EMENT BOARD WITH THESE AREAS, PIPES SHALL BE ROUTED UNDER I ;:a 7. ALL TRIM STATIONS EQUIPPED WITH SPRAYERS SHALL HAVE CHECK VALVES PLAN N V I E Y�/ -i �� 1 FRP COVERED PIPE SINK AND SECURED TO WALL WITH PIPE A v •��.r�r.��.��i/////..'� �i.� �i�i."i�.\• v• ,,_�, ,,, r �.,.,. ,, . . „„,. :. . , ON BOTH HOT & COLD WATER UNES UNDER THE TRIM STATION SUPPLYING ** See Note No. q Sec t ion A I ! THE FAUCETS. CHASE. SEE NOTES. CLAMPS PROVIDING SPADE BETWEEN PIPES ° v ° INSTALLED ON BLOCK WALL AND WAIL TO MEET HEALTH DEPARTMENT • • ° »>� v A • 8. WHEN A STERILOX UNIT IS INDICATED ON THE FIXTURE PLAN THEN PROVIDE * E See Note No b ! REQUIREMENTS. PHYSICAL PROTECTION MUST i . A •• y�• A ' • • A 1/2" CPVC STERILOX SOLUTION UNE FROM STERILOX UNIT TO PRODUCT SINK i BE PROVIDED, VIA PIPE CHASE AS INDICATED. ��SEE AND TRIM STATION. STERILOX SOLUTION UNE SHOULD BE ROUTED BEHIND WALLS ! SANITARY PREFABRICATED PARTMON & 3.- 4. PIPING WILL NOT BE PERMITTED IN `/�\/\`�\\/\\/\ ,?\\\\\�\ \\�\\/ AND ABOVE (NOT EXPOSED TO VIEW) EXCEPT AT PRODUCT SINK AND TRIM STATION VENT INSULATED C COOLER OR FREEZER WALLS. /\/ /�� j, \ Z'\'/\//<'/ / / 9. ONLY CPVC PIPING, FITTINGS AND VALVE ARE PERMITTED FOR USE WITH THE STERILOX SOLUTION UNE. (2" MIN.) WALL PANEL Ct SINK HOT WATER f ',� ;'? -- -rd±:•t WATER 5. SEE MANUFACTURERS DRAWINGS FOR SEDIMENT BUCKET. °'' %/� 'srERn ox'soLUTKm P�grG,SEE SECTION SEAL TOP OF BACK I /\/ �� i.`/\/\ ' r M .;, �„' `� sA 4 N 0 T E s : © ►�� \/\ ; \i «w` r� „ ; , r _._. DIMENSIONS AND BOWL CAPACITIES. � /1 1, -� � a &NOTES Na 8&9. SPLASH TO WALL ii �.: / x, hl kx ds nSy ,{ 4 WALL BRACKET USING A CONTINUOUS 1. UNiT TO BE FURNISHED BY KROGER AND INSTALLED :: T ; SEE SPECS. 6. PROPORTIONER DISPENSER FOR SOAP & SANITIZER \/\\\ \\/'� ,,,4 SEE NOTE 6. ,, _ . ,,� 32' BEAD OF SILIC ` "�f � � £. .ri �a� �,"� �`��,,a; � ,; `r.IF FOR QO FOR APPROVED PIPING MATERIAL 1 \� �xa,. r . I ,• I I REQUIRED BY CODES ' i �o�= 7, WHEN SINK IS INSTALLED ON i \/ s ��"`^ ,� " �a , Ado NOTES No. 8 &9. . _ 2 UNION C.O. PLU ^�'' PREFABRICATED INSULATED WALL PANELS ! A , I TRIM STATION MAY BE 3. FINAL PLUMBING CONNECTIONS SHALL BE MAKE BY THE PLUMBING CONTRACTOR. ; 1� 1 I. i- ! �, I OFFSET FROM WAIL, SPRAYER BRACKET MUST BE ATTACHED Engineering Consultants Incorporated ■■�I I" • TO ACCOMMODATE 4. SEE PLUMBING PLAN FOR LOCATIONS AND SIZES OF DRAINS. ��~�� :1�� - �'�I�" TO WOOD BLOCKING PROVIDED INSIDE } g �„��,,�•,i�, U� UNIT NG BEHIND I I �� - I PANEL, CENTERED APPROXIMATELY 303 Federal Way oise,Idaho 83705 ` T - - .'1!� UNIT. 1 �A . 54" AFF. TAP ON PANEL.TO VERIFY '2 Y 5. WHEN A STERILOX UNIT IS INDICATED ON FIXTURE PLAN THEN PROVIDE A 1/2' CPVC STERILOX SOLUTION UNE FROM ` `;;' .� Phone(208)376-9820 Fax(208)376-9822 U 1 STERILOX UNIT TO PRODUCT SINK AND TRIM STATION. STERILOX SOLUTION UNE SHOULD BE ROUTED BEHIND WALLS LOCATION. WHEN SINK IS INSTALLED ON 11--- •,._ ) ) 11 SH WALL AND ABOVE CEILING (NOT EXPOSED TO VIEW) EXCEPT AT STERILOX UNIT AND AT PRODUCT SINK AND TRIM STATION. I STUD PARTITION, ROUTE PIPING &PROVIDE I ;77111L-1_ ,••'I I WWW.eciboise:COffi m I , CAN NOTE BLOCKING INSIDE PARTITION FOR SECURE I I-III= ` No. 6 ATTACHMENT OF SPRAYER WALL BRACKET. • i U T TRASH `r) h 3 6. ONLY CPVC PIPING, FITTINGS AND VALVE ARE PERMITTED FOR SE WITH STERILOX SOLUTION UNE. _ =_ �, I 1 -III---! - w W- SEE DETAIL BELOW FOR \ i� 8, FOR DRAIN LINES REFER TO BUILDING _ J SPECIFICATION SECTION 22 13 00 FOR I i 1=11'►i i' AIR DISPOSER OPTION. I ^ N \A I E ,qi 1=�11-; ",:i-III=fir ��I I--- 4 PIPE -TYPICAL i „ ;II /-•� VIEW V APPROVED PIPING MATERIAL �___ _ FLOOR UNE r 9. ALL SINKS EQUIPPED WITH SPRAYERS SHALL - - 4.1=I 1 r=111- t r f ti = 50 1/2" , 29 1/2" I HAVE CHECK VALVES ON 80111 HOT&COLD -i (---�; '•,....,i� 1vI -FLOOR SINK, FLOOR SINK, INSTALLED ON PREFABRICATED INSULATED WALL PANEL SUPPLYING _ 11=1. - _ I--I i I- /'III 1 �I{ WATER UNES UNDER THE SINKS SUPP NG PSD-166. ^ REFER TO 1 4 1 �_�, I REFER TO. PSD-168. -=STERILOX' SOLUTION PIPING,' •SEE I, , THE FAUCETS. I " ' =III-I I - WiTI-I TASH CAN ' ' -I I I- PIPING SEE 4 P TRAP - TYPICAL : I I I i 1- , /thiTFii- SECTION 'A' AND NOTES No. 5 & 6. , , s . N. PREFABRICATED - _�.�_ - DAAIN LI -- I M SECTION A AND [• INSULATED r---STUD I =Ii 111 .- --1 11=III=I((_ DRAIN UNE 1fla NOTES No. 5 & 6. I , WALL PANEL •I PARTITION I I I,i III IE I'I i=I I I=111=i I I=I I I�II 1- I .1 1 WALL BRACKET 'STERILOX'SOLUTION PIPING SEE SECTION'' "�) - -� NOTE - - SEAL TOP OF BACK �� ! BRACKET SPRAY ATTACHMENT. . I(-III E III=III=II(�1 �3► SEAL TOP OF BACK SWING FAUCET I I I-I I I-111-7- I 1I- SEE NOTE #6. SPLASH TO WALL �� d DECOR 4' 4" 1 \1 3z" USING A CONTINUOUS BEAD OF ONE 3 USA A CONTINUOUS `NOTE 7. AiER SUPPLY SEE NOTE No. 6 I� r ric:4 -;� U NOTE No. 6 C� BLOCKING I CAULKING. PECS I = USING A CONTINUOU I:. „ TRIM STATION MAY BE I OFFSET FROM WALL, ! rte, xly�.IN��.� , ! TO ACCOMMODATE ( I BEAD OF SILICONE J / C =i CLEANING BEHIND U > CAULKING. _ ------- -- till.= UNIT. i` -ik / I i SEE r PRE-WIRED CONTROL ■�� M 3 •� < ■ NOTE oo. 1011111117 PANEL �`"� '� WALL �'��W� I CLEAN OUT TRAP , �$ `p--- 1/2.--...„ 1 --f�---+I►D4�-g _ 3 SEE AIR GENERAL NOTES: , I i I (� NOTE -�- /-FLOOR UNE 3 I - 1/2»� SHUT OFF > III i t I I w V1 2 f!° R{208 YOU 30) �• I■r 3 Na 5 _ I' t *r I !_ _: : s t VALVES. j I I ! ( ! --� --� -j - INSULATED ! 1. SLOPE FLOOR TO FLOOR DRAIN AS INDICATED ON CONCRETE PLACEMENT PLAN. I AIR 1 3 �+ FLOOR SINK, �6 t,., G UNIONS POTABLE I GAP ., II, � FLOOR SINK, i /11�Ma�NIIIImINKadi.mit�(aJ� SEE NOTE No. 9 WATER A-I- -!' 11.0.. r--FLOOR LINE----� REFER TO n REFER TO "� " THREADED �' C.O. PLUG 2. REFER TO BUILDING SPECIFICATION SECTION 22 13 00 FOR APPROVED PIPING MATERIAL. -. - _ - SUPPLY �i CONNECT TO SANITARY DRAIN HUB PSD-16B. PSD-16B. 74-% I., CONNECTIONS. FLOOR LINE PIPING, SEE pV FLOOR SINK WALL PERNLOCAL CODER IN DRAIN ^ FLOOR SINK, G 2,PIPING i• 2 PIPING, SEE NOTE SPECS. I 3. REFER TO PLUMBING PLAN FOR LOCATIONS AND SIZES OF DRAIN. REFER.TO +♦ PSEFD 1 B a)/ 'P I R n 1 PSD-,6B. SANITARY -�"'--� FRONT V i E W SIDE V I E VV UI WITH OPTIONAL DISPOSER DRAIN UNE SANITARY DRAIN LINE DATE: 6-6-08 DATE: 3--23-11 ' DATE: 6-18-09 DATE: 6-6-08 { PRODUCE TR I iV i - C 0 V P A R TM E N T SIZES/CAPACITIES . I 3- COMPARTMENT I TYP I CAL HEAVY DUTY FLOOR I SCALE: NONE SCALE: NONE SCALE: NONE i SCALE: NONE S I I\ DRAWN: DCS �1 - " » S i \-< _ _ :D R AI N WITH S E D I V E\T BUCKET► _ DRAWN: DCS I DRAWN: DCS PL3M-7- 48 x 20, 6.7 GALLONS/BOWL DRAWN: DCS S T A I (\ ! PL3-18= 72" X 24 1/2", 11.8 GALLONS/BOWL I I i PL3-20= 100" x 33 1/2.. 29.1 GALLONS/BOWL { f P SD- 16 t MASTER SPECIFICATION DE TAIL P S D I MASTER SPECIFICATION DETAIL PSD - SA P S D- 7 MASTER SPECIFICATION DETAIL MASTER SPECIFICATION DETAIL fir' • HOT WATER I ' a COLD WATER SUPPLY SUPPLY LINE, COLD WATER SUPPLY COLD WATER SUPPLY UNE. SEE NOTE No. 2. SEE NOTE No Z 2 UNE. SEE NOTE No 2. UNE. SEE NOTE No. . q NOTE ,, , MAMA ' v vyigAiriaprd AN , SEE I 0 N TE �� ON .> A TYPICAL .,_ j,. ' I SOUR WALL \ MODULAR TRENCH DRAIN SECTIONS AND DUCTILE IRON SLOTTED GRATES EPDXY COATED .I p / ` \ i� CoNSTRUCT1oN. INSERT A 4 15/16" PLYWOOD SPACER IN GRATE OPENING WHEN FLOOR IS BEING POURED i EYEWASH, EYEWASH, , i TO PREVENT COMPRESSION OF CHANNEL. SECURED GRATE SECTIONS ARE OPTIONAL.,41 A L SEE SPECS. A B SEE SPECS. B I ,1 is I 1 I �11 I I i� o �11 �I �� r NOTES: -� // f i LENGTH VARIES -- SEE PLAN _f/ /1 � I " 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH f'c - 4500 psi � /" 2-o PLAN VIEW I 2 REBAR: ASTM A=615 GRADE 60 411- ___,,,,./4,.,, / II ` 3. MESH: ASTM A-185 GRADE 65 - -° PLAN VIEW i - 1 4. DESIGN: ACT-318--83 BUILDING CODE ■ e /- i ASTM C-857 "MINIMUM STRUCTURAL DESIGN LOADING FOR HALF ROUND GRATE / b 1 f SEE SPECS. j O O d ''-- , , I UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES' I '" PLAN VIEW FLOOR SINK WITH SEDIMENT �"` I r - T - 5. LOADS: H-20 TRUCK WHEEL W/30% IMPACT PER AASHTO i lll/: i BUCKET Sc HALF-ROUND PVC INSULATED POTABLE '`Itl HORIZONTAL 6. FILL W/CLEAN WATER PRIOR TO START UP OF SYSTEM GRATE, SEE NOTE No. 2. WATER SUPPLY PIPING, OUTLET END 7. PROVIDE ALL PIPING & SAMPLING TEES SEE SPECS. i r 11 - FLOOR LINE. EYEWASH, PLAN VIEW PLATE WITH 8. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY f I SEE SPECS. I I i CLOSED END CONNECTION. 4 PVC SEPARATE SIDE SEWER ° • '` °°. -\ WALL x PLATE 9. REFER TO PLAN FOR CONTINUATION OF VENT PIPING• • • V BRACE ,� I I I 10.MINIMUM 1500 GALLON CAPACITY • `' I I\�EYEWASH DRAIN UNE. • ° A "� ROUTE BY MOST PRACTICAL �,• t``1' I I 0 . • . § § ` '� § § § § § § i' 24"� LOCKING FRAME FINISHED GRADE -\ i / / // / / It iv ...- 4 M MEANS TO NEAREST DRAIN. L , . \ \ \ \ \ \ \ \ \ \ \� . D - - \/\/\/\/ / �' \ \ \ \\ \\/ ` ' I M ! /, & COVER AIR & GAS 2 WAY CLEAN OUT • //.>\/\\j/\\/\\ I 1 //\\//` ''4;;Z;.'''''r ;Ti i /\// // / Q ECCENTRIC MANHOLE -_` �� / " EXTENDED TO GRADE TIGHT - 3 PLCS ,% ��.//\/ FAUCET ''-- 4 HORIZONTAL- �/ I RICK M. EVERTON,P.E. 1 SEDIMENT BUCKET. / /� / /\ I "' MOUNTING HEIGHT. \ STRAINER \\� I CLEAN OUT COVERS - , \� /\\ \\ w EYEWASH \, � 4 %\' 4 - -- - %� LOCATE 4 BELOW " /W 4,. \ - ' ' N. ��\��\\��% ° I'� 3 VENT \/\ \\/ r \//\� f DRAIN UNE c.SINK & FAUCET FLOOR UNE C �\ • • -- \\ ADJUST r ( ) r\ \, i ,/\/ > I / •• %\ COVER TYPICAL k , / D TO GRADE 0 4 �r \ \ MOULDED STONE <° \\ • - Q D _ \\ ''�K� � � Ec�,'" / M • � r D O - 0 // . I re:41 �� C„ MOP SINK: SEE r, /\\j •• /� ! :��PZire,�:f ': /././� -= I a .SECTION B-B \ \ \\\ , I r, sPECS //\//• / / i / / • i / / / /J. // ge = 2" f 4 \/ /�/�\�/\�/\� PLY EAT INSTALLATION BRACKETS /\��\��\��\��\��\ \�� n r 1 0 S \ \ \ � \ \ 4 INLE(' ib\ /\/ �; / I • .�; .:................_.-,".-... MOUNTING HEIGHT. I r iL-_ ,--•'" i STAND ALONE " OREGO ■ -I E I--I o ! 1! SECTIONAL SIDE VIEW 4 FILL LEVEL N ® 4 OUTLET - INVERT I 1. ® ' v }1=1 I l;; _ FLOOR [-UNE. PRECAST ' _ (---) BAFFLE ELEVATION 2" LOWER -III--► I _ EYEWASH 6.1 Or " g THAN INLET 4ey pax t I _ i ii 1-I I ,i r'I;_. " 3" TO 4" ( r 'I ® 4 THICK r 3 PIP E I=I 14 iI s► I I= 4" PIPE - TYPICAL r.' ADAPTER. I • %S �A Y i•= _` '• I % N T o � ,•EXPIRATION DATE: !'� i t: I / i O ES 11 0 D 1=1TI- Jñ:E.E " --III-I I �� _ - 4 PIPE; 1. • SEAL TOP OF SINK TO WALL USING A CONTINUOUS j1 • %' 4 ;'i 4" 'P' TRAP - TYPICAL '" = �. ��, / •! / ////ii a ( ' I III I III I III I BEAD OF SILICONE CAULKING, WHEREVER SINK / /`/` ® 8" CONCRETE MIN •III III ABUTS WALL \ ., / • \ \ =III-1 I r -1 11=i I I-i I I- _ 2- _ / ,� � � 3000 PSI COMP , , 1 „ /\\ POLYSEAT STRENGTH WITH #4 �I I l._l 11=-111=111-=111=-111=111=-111=1- - 4 P TRAP. 2. FOR EXTERIOR MASONRY AND SOLD WALLS , I - - ..__ APPUCAl10N PROVIDE SURFACE MOUNT WATER < �/ INSTALLATION ; Q DATE DESCRIPTION I- _. II- I / / ® REBAR 1 O.C. I I -III;I I(=III=)I(=I I i I SUPPLY LINES, PROVIDE SWEAT TO THREAD DROP /\ BRACKETS I 1'-0" BOTH WAYS 1 I;I - _ -1 I• ' - ' EARED ELBOW AND FASTEN SECURELY TO WALL, \/ • 1 I$.I hI!ii I I. SECT(ON A A ♦ / AS REQUIRED, I '1 III-INTEND ;:;;;;;;; N (OPTIONAL).1 SLINES SIDE /\/\ \/\/\ ` AROUND TANK N 22 3 00 INTERIOR WALLS.UNDER CABINET OE: STARBUCKS COFFEE, ONE ERIAL MOP SINK V /L l L V V ASH 'j r I HOUR PHOTO, DELI LINEUP, ETC.) - I 3. REFER TO BUILDING SPECIFICATION SECTION 22 13 00 I SECTIONAL END VIEW REFRIGERATED CASE FRONT DRAIN (WHERE REQUIRED BY CODE). 2• REFER TO PLUMBING PLAN FOR LOCATIONS AND FOR APPROVED PIPING MATERIAL SIZES OF DRAINS. ( R II a I I I I . . DATE: 6-6-08 MOP SINK A i TH DATE: 6-6-08 Ih` 1-- • � 'DATE: 02.20.06 GREASE INTERCEPTOR DATE: 02.2 0 .06 FLOOR SIN < WITH SCALE. NONE EYEWASH AND STAND SCALE: NONE T Y P I C A L MODULAR SCALE: NONE C ONFIGURATION PER GREASE INTERCEPTOR DETAIL SCALE NONE DRAW : JFQ TRENCH D RAIN $ DRAWN: DCS LOCAL JURISDITION DRAWN: DCS SEDIMENT BUCKET i P SD- 1 6 B P SD- 2 2 1 PSD- 3 NW-PSD-20 ALONE EYEWASH MASTER SPECIFICATION DETAIL MASTER SPECIFICATION DETAIL MASTER SPECIFICATION DETAIL MASTER SPECIFICATION DETAIL I I s ( I I I ! II I i ! w MG2 11-0029-01f ECI 50M04 PM: CDP EFER ONLY DRAWN: IRS NOT APPROVED WITH THIS PERT PLUMBING • DETAILS , , P5 , 1 rf ry t, 1 Izm':1 k i 3 , ;,xi I , r, ,, , 1 STANDARD METAL DRYWALL -------„,N 1 STUD SPACED 16" ON CENTER ---cEIUNG \I 4 F 0 Y •f , 6 1/2" k ; (2i ` I SEE NOTE— No. IlI SO #00375 r V SEE No. 3 4x2 REDUCER 1 1 2" Q e SEE �0 2 I !rE o E FLOOR LINE / T G NOTE i VENT CAP, DESIGNED TO I . Z No. 1 4 No. 5 —--- ' I � PROTECT AGAINST WIND, -±z,5 S ai DRAIN -�----- c a d .'�., . a •r RAIN, AND BIRDS. - j �` _._� OUTLET j ,•4 • v..• 11566 SW PACIFIC HWY i 1 - _ STANDARD DRYWALL //` ` ` ` �: a000 k o ,I� . - STUD PARTITION -- - /FRAMING // // // // //,� V I oo=== 1 0.- . 3 5/8" METAL STUD ��\\ \\ \\ \\ 11 ,/ \ //\//\\,/ TIGARD, OR 97223 I i� ��_�� FLUE AND COMBUSTION AIR ( CO a 2-2 lbw. " _ / / / / y //\//\,- 2" PVC OR ABS WITH 1/2" DRYWALL k ON EACH SIDE \ \ \ // r� I TERMINATION KIT THRU ROOF. o o # REDUCER V\/\/i%� / /j./ PIPE, SCHEDULE 40. SEE NOTE #2. M FLOOR DETAIL 3x2 RED ` /\/'; _"\ \\ \� \ 3" PVC OR ABS /\\��\\/ \\\��\\/ ROOF GAS PIPING MAY RUN ABOVE FRONT ELEVATION SIDE ELEVATION 3 PIPE, SCHEDULE 40 . OR BELOW ROOF. SEE PLANS FOR CONTINUATION. \// '\ ,�\% \gip - " PRESSURfLTWN1NED ,ROOFTOP HVAC UNIT VENT OU 1 \ / s �- ..,,, 3" PVC OR \\/ ;-— -t•\\ \ i•---j / ELBOW WHEN APPLICABLE. THREADED ROD TO UNISTRUT PLAN VIEW //\/" '' \// '� '" //\//\ i UNION I� CHANNEL, OR EQUAL, BETWEEN SEE ABS 'P' TRAP, \//';, `:�/ j ,r/��//��/ I 3800 SE 22ND AVENUE _. . SCHEDULE 40 r, JOISTS. No 5 , \; / \r SHUT-OFF VALVE \ ; I PORTLAND, OREGON, 97202 I I SEE NOTE SEE NOTE �\/\\ /// I-1 D-l t-1 U B D t�A I N j , ' ` it ELBOW" No. 3 No. s. ..�,... ,,.-.r I 111 11 /j//j'•- ,, j,./ l 503.232.8844 CONNECTION AT A 1 -\ -- r I \,vV\�V r;-------__-� I ROOF TOP UNIT ¢ SEE PLUMBING PLAN UNIT HEATER - '\ /-A /,//,/ COMBINATION WASTE & VENT SYSTEM 503.797.3509 FAX (I I— (�-- - FOR PIPE SIZE AND SEE NOTE 1. I 1 ,41 1,Y DRAIN SEE ` I CONTINUATION OF I' SHUT-OFF VALVE ,� `` CABINET / +� OUTLET `� GAS PIPING. f �� NOTE FRAMING , I No. 4 REDUCER i X 4x3 REDUCE ROOF _.= _._.,..� = 1/2" I CONDENSATE LINE FROM UNIT, DRAIN OUTLET NoiE FLOOR LINE • . � DIRT LEG —u � ,� _\ I j INDIRECT TO NEAREST DRAIN. WOOD BLOCKING, , , I SHIMS, FRAMING & No' 4 i 0 I el STEEL SCREWS -- SEE NOTES No. 2& No. 3. 4 4 • r a o �� ? (SAME ON BOTH SIDES OF CABINET) .le� _�' a DIRT LEG �- — �� u GAS LINE CONNECTION 1 DETAIL B I d - ` -,; o UNION AT UNIT HEATER. i DETAIL 'C' \ \ \ \ �� \ \ \ \ �� .:.;,;:g.4:_44f,,,,,', +i, ,,A6 4,,,•64aa . � ! NOTES I \// i ////�//. l } 4„ ,„ ,; --,,.» - { ; ` i \\\t, i \ ��` - 5 '!' •4,4%' ' k '401 v 'Yti, a p�� J t .e /tr :4 T 1 4'11;.;554:',VV ofr r fi?,�;at �i,+'"" .w>�y�,.. ( 1. RECESSED SANITIZER CABINET-- CABINET IS KROGER SUPPLIED AND CONTRACTOR INSTALLED. CABINET DESIGNED TO BE INSTALLED , 3" PVC OR ABS / 1 �/ { ,.,rt,- 011 ,,, S ,; ��` 1, IN MINIMUM 3 5/8" STUD WALL. DO NOT INSTALL WITH DRAIN OUTLET INSIDE WALL CABINET TO } t t\ { PAINT ALL EXTERIOR GAS LINES PER KROGER MASTER BUILDING 1 NOTES DRAIN DIRECTLY ONTO FLOOR, NO PIPING REQUIRED. CABINET TO INCLUDE LOOSE FLANGE TO BE I PIPE, SCHEDULE 40 ,;=, ,\\' Engineering Consultants Incorporated II INSTALLED TO COVER SPACE BETWEEEN CABINET AND ROUGH-IN OPENING. \/. , v s 303 Federal Way Boise,Idaho 83705 SPECIFICATIONS -- SECTION 01 GENERAL REQUIREMENTS 1 1. REFER TO SECTION 23 55 23 OF SPECS FOR , ,\\•\\• f-_� Y MORE INFORMATION. 2. FRAME IN A 26" WIDE x 42" HIGH OPENING FOR SANITIZER CABINET, THIS ALLOWS A 1/2" SPACE AROUND CABINET. CENTER /1 1 • //��-" I Phone(208)376-9820 Fax(208)376-9822 CABINET IN OPENING AND SHIM SIDES AND BOTTOM AS REQUIRED TO SECURE SIDES TO FRAMING AND TO RAISE CABINET FOR i 2. SIZE FLUE AND COMBUSTION AIR .PIPING PER FL�,NGE INSTALU,TION, /; , •'/// I www.eciboise.com MANUFACTURER'S REQUIREMENTS. % 1 ;\ \I Ik 1 3. INSTALL BACK OF CABINET TIGHT TO DRYWALL SECURE SIDE ONLY TO METAL FRAMING (WITH WOOD BLOCKING INSERTS), USING 1 1/4" \/i < / STAINLESS STEEL PAN HEAD SCREWS THRU PRE-DRILL HOLES IN CABINET SIDE WHERE PROVIDED --- DO NOT SECURE OR DRILL 3" PVC OR /\\4-— -t;\j/\i", '� / / / : HOLES IN BOTTOM OF CABINET. ABS 'P' TRAP, /\\ \\/ +, l \\/\\' 4. INSTALL CABINET AND FLANGE AFTER FINISHED WALL SURFACE IS COMPLETED, FLANGE TO BE SECURED IN PLACE WITH CLEAR SILICONE ? '�/ '••' r /% / WALL CAVITY I SCHEDULE 40 - ", _" !•�\'___ CAULK TO CABINET AND TO FINISH WALL SURFACE. SIDE LEGS OF FLANGE TO BE INSTALLED INSIDE OF LL � _ _ NOTE' 5. PROVIDE WOOD SHIMS AS REQUIRED TO RAISE CABINET FOR FLANGE INSTALLATION. ' �/.'111, %//, 1-1D-1 I�l U V DPAIN I PAINT ALL EXTERIOR GAS LINES.SEE SPECS. /// ,�,,�/s/ 6. PROVIDE A HOT WATER LINE PIPED THRU ACCESS OPENING IN TOP RIGHT HAND SIDE OF CABINET. TERMINATE PIPE WITH A HOT WATER s ♦ ,\%�_��//,/ STANDARD DRAINAGE SYSTEM HOSE BIBB WITH VACUUM BREAKER. PROVIDE A MIXING VALVE SET AT 110' F. FOR EXISTING SYSTEMS REQUIRED TO BE OVER 110'F. t RS INSTALL MIXING VALVE IN REMOTE LOCATION WHERE MOST EASILY ACCESSIBLE AND PIPE TEMPERED WATER UNE TO SANIT1ZER CABINET, N 0 R T H W E S T ONE MIXING VALVE CAN SERVE A SINGLE OR MULTIPLE SANITIZER CABINETS, I DATE: 01-30-09 k I DATE: 4/1/10 I - DATE: 4/1/10 DATE: 02.28.08 PIPING CONNECTIONS AT i GAS PIPING CONNECTIONS AT SCALE: NONE 1 RECESSED SA \ I TI ZER SCALE: NONE SCALE NONE DECOR GAS SCALE: NONE I HEATERS DRAWN: DCS AWN. I DR UNIT . ! DRAWN: JFQ � I TYPICAL HUB DRAIN DRAWN: JN _ _ _ _�, __ ,� CABIN ET � ROOF TOP UNITS � __ ,__ . Dcs k U i (REMODEL) _ PSD- 5� a PSD- 57 ! ! P SD 5 5 I i I I MASTER SPECIFICATION DETAIL I\ W-PSD-1 MASTER SPECIFICATION DETAIL • I MASTER SPECIFICATION DETAIL MASTER SPECIFICATION DETA L _��_ I FLOOR LINE. 6" NICKEL BRONZE GRATE I I ♦ /1J7HHNNNN � a/ a O. �I ,j ■ )*/ ,0 • ■ _ #i 1 2" PVC OR ABS \\��\/ji� ■;\4/\2\\/\\ 6" LIGHT DUTY PVC/ABS OR I PIPE, SCHEDULE 40 • // //,∎ CAST IRON FLOOR DRAIN WITH OR e WITHOUT TRAP PRIMER AS REQUIRED. fl 3x2 REDUCER / ,� \/� (SELECT 2" DRAIN FOR CWV SYSTEM) //�' ' /•-- - SPRAY DOWN PROPORTIONER (BY OTHERS) G 3" PVC OR ABS / \\� •� UNIT MOUNTED TO WALL. PIPE, SCHEDULE 40 / �\j. PROVIDE BACKING. / — - " \ I +, �, //\/\/\/\ _ 3/4" PROVIDE BRASS COUPLER ON ° 3/4" CW • 3" PVC OR /; \\ I 'P' •= / \ VACUUM RELIEF VALVE ,� REEL TO ACCEPT STANDARD ._,._ ABS P TRAP, % /��/ INSTALL WHEN HTR IS -(5\i ii STANDARD 5 8" ID WASHING HOSE FITING. SCHEDULE 40 / //\\\ PD-I LIGHT DUTY ( V -_ '' (,_ COLD WATER MACHINE HOSE WITH FEMALE HOSE P-6 \,/\\ \\• SUSPENDED ABOVE // FIXTURES) - HOT WATER THREAD AT EACH END f PROVIDE 5/8" THREADED RUING \ ''- - \ / ► rl,'�' & HOSE THREADED ADAPTER. HR-2 \,��/�/�/�\/�\, �LoO� DIVA l N ,k r,� SHUT-OFF O-I COMBINATION WASTE & VENT SYSTEM } VALVE jk PROVIDE BRASS COUPLER ON � �� / — — REEL TO ACCEPT STANDARD .,,,: k CHECK VALVE HOSE FITING. w -- I THREADED ADAPTER. PROVIDE FLOOR LINE. 6" NICKEL BRONZE GRATE PROVIDE 5 8" THREADED FITTING & i '1/ STANDARD 5/8" ID WASHING , .h&mc ;ccom,..•i HOSE THREADED ADAPTER. • � MACHINE HOSE WITH FEMALE ;, .� ( DIELECTRIC �` .�.� HR-1 f HOSE THREAD AT EACH END. I A ...�.�\ UNION FLOOR / i RELIEF VALVE / P-19 (P-7 IF ON COLUMN) 1 •�/y/•�/•�/•�/l� ■i4 \/,,,, /��/∎ ' WATER I C ) �, t 11/ HEATER PROVIDE 3/8" STAINLESS STEEL " LOCATE HOSE BIBB ON SAME I ,\ \ \ \ \\\.\\ 6 LIGHT DUTY PVC/ABS OR ROUTE RELIEF TO FD STUD ANCHORS WITH MINIMUM 2" ' SIDE AS CONNECTION TO HR-2 "' \ \/\ \�\\// CAST IRON. FLOOR DRAIN WITH OR TERMINATE 4 AFF IMBEDMENT OF 3". ONE AT EACH FLOOR / / WITHOUT TRAP PRIMER AS REQUIRED. CORNER OF MOUNTING PLATE FOR / / \N\\/X\// \I' 11 Ak DRAIN VALVE WITH A TOTAL OF (4) FOUR.lir// f HOSE END CONNECTION ( } [ 3" PVC OR ABS /\� i DATE: 02.20.06 /\ /\\; I I HOUSEKEEPING PAD ' PIPE, SCHEDULE 40 // • HOSE REEL AT GARDEN CENTER SCALE: NONE DRAWN: Dcs ,1 PERMIT SET / /h, 3" PVC OR / ; � r/` \ \ ABS 'P TRAP, - r I SPECIFICATION DETAIL N W-PSD-11 I SCHEDULE 40--�/\ I D-1 LIGI-IT DUTY I E i MASTER SPECIF C A/// / ------/i'/ FLOOR DRAIN STANDARD DRAINAGE SYSTEM NOTE 1 1 ii 0 ' I MOUNT AND ANCHOR ENTIRE z I k 3 ' N CONTROL BOX OUT OF SLOPE FLOOR TO FLOOR I ! I I I ' ' DATE: 0220.06 DATE: 02.20.06 I DRAIN AS INDICATED ON I I LIGHT DUT I l� p k DATE: 02.28.08 t WATER HEATER PIPING DETAIL PREMIUM CONTROL CUSTOMER VIEW UNDER CASE CONCRETE PLACEMENT PLAN. TYPICAL L_i V t I T � FLOOR iZ MIF SCALE: NONE I 1 SCALE: NONE ! HOSE REEL AT FOOD SERVICE SCALE: p�SE TIMER BOX PUMP OR ON TOP OF CASE. FIELD j I ' DRAWN: JN s (NO RECIRC. I DRAWN: DCS 1 Q VERIFY EXACT LOCATION. SEE DRAIN DETAILS I i -1 ; PLUMBING PLAN FOR LOCATION. { RICK M. EVERTON, - - NW-PSD-10 NUV-PSD--2 1 �W PSD 9 1 MASTER SPECIFICATION DETAIL MASTER SPECIFICATION DETAIL MASTER SPECIFICATION DETAIL PIPING OUT TO MIST I SPRAYERS FOR OASIS HEAD/TRACK MOUNT AND ANCHOR ENTIRE 120 VOLT POWER BY 0 �_- I ASSEMBLY ON WALL IN I ��.D� ®� PRODUCE PREP AREA. SEE �` �\�� ELECTRICIAN PLUMBING PLANS FOR '' ' •l LOCATION & FIELD VERIFY. 7 5 Inn' , OREGON 1 1/2" VENT UP IN WALL ! n EXPANSION TANK 1 ) j ` (�� I r I �.,; - O T k � Q� � (TYP OF 2) 1 j E�PI f�A QN DATE ,�i r 'js SINK ELL I 4 / ° �' 1 2" WATER I . 45' FITTINGS 0 �I � NOTES : I i `� •�' O L DATE DESCRIPTION k I mow I j _ " DRAIN 1 KROGER PROVIDED EQUIPMENT. PLUMBING n n n B B BALL VALVE, I 18" w X 2 THICK RIGID PAN • I CONTRACTOR SHALL INSTALL. 3 1 1 I I 1 1 - �i-ill O NORMALLY OPEN 1 1/2"/2" PIPE '� INSULATION - FULL 1 U U U } -- EXTERIOR MASONRY HEIGHT. SECURE TO WALL k PLUMBING CONTRACTOR TO CONNECT TO -� ---� (NP) BLOCK WALL COORDINATE INSTALLATION ; KROGER SUPPLIED EQUIPMENT WITH COLD - - , I REFER TO PLANS FOR CONTINUATION WATER PIPING, BALL VALVES, BACKFLOW r---, PRE--FILTER UNIT 1 1/2" PIPE 1—WITH GENERAL CONTRACTOR A OF CONDENSATE DRAIN PIPING PREVENTER, STRAINER AND PRESSURE I HD-1 1 — WCO I 11111111, r REGULATOR. `� - 2" PIPE WCOC i,a l J B � PIPING BY OTHERS. © REVERSE OSMOSIS® t � � BY PRODEW AND INSTALLEDI BY PLUMBING CONTRACTOR A= h _ A= SCHEDULED FAN STATIC PLUS ONE INCH I " o 1 1 FOOT VENT 2% 1 2 WATER B= 1/2 OF SCHEDULED FAN STATIC rLEL IN ET i Lo u l L.S. 1/4" BEND , " I / I LOCATE PER FIXTURE PLAN. FIELD �-1 1/2 PIPE �I k 2 : i s- 1 O x VERIFY EXACT LOCATION. 2% I ��! I t I � PRE-FILTERS, REVERSE OSMOSIS SYSTEM 2" II MAX RUN 100 MG2 11-0029-011 ECI 50M04 INSULATED WATER PIPING I O M RUN 200 O PUMP/CONTROL BOX AND BOTH EXPANSION ` Nil,�r 0S Iy ■ 1 BATT INSULATION ON WARM SIDE OF ; 3 0 3 TANKS SHALL BE PROVIDED BY VENDOR P CDP STERILOX SYSTEM I INSULATION (PRODEW) AND INSTALLED BY PLUMBING NOT APPROVED W. THIS PER DRAWN: TRB s CONTRACTOR. INSTALL ENTIRE SYSTEM, * �rrlst PIPING AND ALL ACCESSORIES PER INTERIOR WALL i " � E I # 1/2 CPVC PIPING TO CUT FRUIT VENDORS WRITTEN INSTALLATION I PLUMBING I i PIPING INSTALLED CRISPING I IN WALLS HD-1) INSTRUCTIONS AND PER CODE. _ DETAILS s ; i ? DATE: 02.20.06 DATE: 02.20.06 DATE: 11.16.11 I I DATE: 02.20.06 1 TI N G S TA TI O N SCALE NONE WATER PIPE DOWN IN EXTERIOR SCALE: NONE I COOLING COIL CONDENSATE TRAP SCALE: NONE PRODUCE MIS SCALE: NONE ISLAND VENT DETAIL DRAWN: DCS , DRAWN: DCS DRAWN: DCS r i DRAWN: KHS WALL INSULATION DETAIL ___ & PIPING DETAIL & PIPING DETAIL � C i I � 'MO `ry NW-PSD-15 , I NW—PSD-1 9 NW-PSD-36 j MASTER SPECIFICATION DETAIL NW-PSD--38 MASTER SPECIFICATION DETAIL i MASTER SPECIFICATION DETAIL MASTER SPECIFICATION DETAIL in I • � 44 l i , i1, , 1 r ri I fi t':.t,S y r 11 a t ;`a t t j ., . . "BY OWNER" PLU SI G FIXTURE SCHEDULE PLUMBING FIXTURE SCH E LE PLU SI G FIXTURE SC E LE Continued PLU BI G LEGS �Y ,!�'� ' OWNER PROVIDED - CONTRACTOR INSTALLED CONTRACTOR PROVIDED &INSTALLED CONTRACTOR PROVIDED & INSTALLED SYMBOL ABBR. DESCRIPTION STORE #0075 ROUGH—IN (REFER TO SPECIFICATIONS FOR FIXTURE MANUFACTURER Sc MODEL NUMBERS WHEN NOT SHOWN IN SCHEDULE) (REFER TO SPECIFICATIONS FOR FIXTURE MANUFACTURER Sc MODEL NUMBERS WHEN NOT SHOWN IN SCHEDULE) SYMBOL FURNISHED? DESCRIPTION ONNECTION WASTE VENT HOT COLD GAS (MBH) TIGARD Sc& BY BY SYMBOL WASTE VENT HOT COLD SYMBOL DESCRIPTION WAST VENT HOT COLD ""-" SAN SANITARY WASTE BELOW FLOOR OR GRADE OWNER COMBI OVEN WITH STAND PLUMBER INDIRECT TO iP �' — —Cwv— — CWV COMBINATION WASTE Sc VENT CO-1 -- - 3 4 - 1'1565 SW PACIFIC HWY FLOOR SINK / ( 9 WATER CLOSET (FLOOR MOUNT—ADA): » FLOOR DRAIN (LIGHT DUTY): -- —GREASE-- — GREASE WASTE, BELOW FLOOR OR GRADE AMERICAN STANDARD; MADERA 3461.150, 1-1 2 TOP SPUD _ » " ff / FD 1 SIOUX CHIEF; 863-43NRT, WITH 6 ROUND NICKEL BRONZE 4" 2" - - TIGARD, OR 97223 OWNER ' UNDERCOUNTER DISHWASHER PLUMBER WYE TO _ _ P-2A WITH SLOAN WES-111 MANUAL DUAL—FLUSH VALVE ADJUSTABLE STRAINER. PROVIDE WITH TRAP PRIMER PER V VENT >, DW-1 - 1/2" SINK OUTLET (1.1 Sc 1.5 GPF) Sc BENEKE 527 SEAT. SPEC. SEE DETAIL PSD-1. ---pme——--,4———7Z—— V VENT BELOW FINISHED FLOOR FIXTURE COLOR: WHITE FLOOR DRAIN HEAVY DUTY): � WATER i OWNER EYEWASH STATION PLUMBER „ ( ) --- - - --- ON COLD WAi ER EW-1 - - - 1 2 - DRINKING FOUNTAIN: SIOUX CHIEF; 860-4PZTW, PVC BODY WITH 8-1 2" ROUND 4" 2" - - / FD-2 / 4 2 ��- — — WATER LINE BELOW FINISHED FLOOR DUAL HEIGHT WALL HUNG COOLER, SANDSTONE CABINETS Sc STAINLESS STEEL STRAINER, RING AND SEDIMENT BASKET. ff: P-4 S.S. TOPS, 1 5 H.P. 120 60 1 5.0 AMPS 8 G.P.H. 1 1/2" 1 /2" — 1 2 PROVIDE WITH TRAP PRIMER PER SPEC. - —OWNER GARBAGE DISPOSER. PLUMBER / / ( ) / HW HOT WATER �+ ` GD-1 — -- 1 2" — COMPLETE W/ FIXTURE SUPPORTS, P—TRAP & ANGLE FRED MEYER STORES 3 / FLOOR SINK (ROUND, MULTI PURPOSE): HW NP HW NP HOT WATER — NON POTABLE SUPPLY W/ STOP. •i FD-4 SIOUX CHIEF; 860-4PU2, HEAVY DUTY PVC BODY, WITH ff _ ._. OWNER HOSE CABINET (BATHROOMS) PLUMBER 4 2 — — — HWR HOT WATER RETURN 'i ( ) _ _ _ _. HOSE BIBB: (FOOD SERVICES) 8-1/2—INCH ROUND PVC HALF GRATE STRAINER AND PVC i HC-1 1 2 P-6 WOODFORD MODEL 24PCH POLISHED CHROME INTERIOR — — 3/4" — DEBRIS BUCKET, GREY IN COLOR. SEE DETAIL PSD-16B. G G GAS — 7"-11" W.C. / OWNER HOSE REEL (FOOD SERVICES) PLUMBER HOSE BIBB WITH VACUUM BREAKER. MPG r MPG 2 PSI MEDIUM PRESSURE GAS 3800 SE 22ND AVENUE , C ) „ FLOOR DRAIN (COMPACTOR): PORTLAND, OREGON, 97202 34 ;:`4; HR--1 - -- / -' HOSE BIBB: (GARDEN Sc RECEIVING AREA) FD-5 SIOUX CHIEF, 844-23iT, HEAVY DUTY CAST IRON DRAIN WITH 4 2" - - °k ( ) » SD �i SD STORM DRAIN P-7 WOODFORD: MODEL 24BR BRASS HOSE BIBB WITH VACUUM — — 3/4 — CAST IRON GRATE. PROVIDE WITH TRAP PRIMER, PER SPEC. 503.232.884�4� OWNER HOSE REEL (OAS) PLUMBER BREAKER. PROVIDE ISOLATION VALE AHEAD OF HOSE BIBB. ' OD OD ;i OVERFLOW DRAIN 503.797.3509 FAX FLOOR DRAIN (HEAVY DUTY—CUSTOMER TRAFFIC): HR 2 3/4 FD-7 SIOUX CHIEF; 860-4PNT, WITH 8-1/2" CAST NICKEL RING Sc 4" 2" - - FS SINK (SQUARE) LUNCHROOM SINK: (ADA) ( S FLOOR SINK AND HAND SINK PLUMBER ELKAY GECR2521 SINGLE COMPARTMENT, SELF—RIMMMED, STRAINER. PROVIDE WITH TRAP PRIMER, PER SPEC. , f1 » ff ff ff 1f P-8 1 1 2 1 2 1 2 HS-1 FAUCET BY 2" 1 1/2" 1/2 1/2 LE 2 / / GREASE INTERCEPTOR: 11=_ FS FLOOR SINK (ROUND) OWNER i CD STRAINER. CHICAGO FAUCET 1100—HA8-317, SWING SPOUT GI-1 SEE DETAIL NW—PSD-20 3 — — A W/ WRIST BLADE HANDLES, 3 — SINK AND DROP—IN SINK: (FLORAL) PLUMBER (SEE PLAN FOR INTERCEPTOR SIZE) 0 FD FLOOR DRAIN HS-2 FAUCET BY 2ff 1 1/2ff - 1/2ff ti - JEWELRY DEPT. OR GOLDSMITH SINK: OWNER ELKAY BLR15 SINGLE COMPARTMENT, SELF—RIMMMED, TYPE HUB DRAIN: 4" ® HD '! HUB DRAIN » n — f :s�+�,c.7, .,, ,,.,..s47 • Jr I: .., p�^ ;'�: DROP—IN �, SEE DETAIL NW—PSD 1. - _ r ,� , ,�.:�.. ,� ,,. . ,,:.. SINK AND DROP IN SINK: (PHARMACY) PLUMBE ,., ,. 2" 304 18 GA. S.S. 15 x15 x7 1 8" WITH STRAINER. D 4 �� r- ,,''' - .� . •:,•F . .y.,, / - 2" - ., A ,. nhn x3. �:tow-. :..,<.,,. Y� .'�C��,r"4 �rr fit: 1 1/2" 1/2" 1/2" 1 1/2" 1 1/2" 1/2" 1/2" PRV PRESSURE REDUCING VALVE 0,' 4 ... , .,> r .�I a ,,,,� ,i�, HS-3 '�FAUCET BY , �; 2 � _ WHERE HUB DRAIN TIES INTO EXISTING 3" WASTE, PROVIDE I�4 ,�, 1,,,r �r,�� : . ._ OWNER CHICAGO FAUCET 1100 HA8, SWING SPOUT W/ E12 » �tI � , 3 TRAP W 4 BELL � �� „ rYw � �� , ,, _.. - / t s.,ry"� :)1 r ,F�t sal d y Mr"",. d,.. ��I AERATOR &� 1000 SMALL WING HANDLES. JAY R. SMITH r., R�� {� ut �T',. .+ � �t��:� ill• �'�yp 1r saw x,n. . M : SINK AND ` DROP IN SINK: (SUSHI) ` PLUMBER EMERGENCY GAS SHUTOFF VALVE . ,� � �. ," ��•� l ) ' r ff 8714 INTERCEPTOR W FINE SCREEN LINER. �HS-4 2 1 1/2" 1/2" 1/2" TRENCH DRAIN (BUILDING INTERIOR): :4'."..:.,� �:'+".bafiYu"�'A�J« '�.K� :.Y�'M�'�� d. OWNER SERVICE SINK: ZURN; Z806, H-20 RATED 6" WIDE DRAIN WITH HEAVY DUTY pa SOV F g n n n Engineering Consultants Incorporated FRAME, ANCHOR STUDS AND CAST IRON GRATE WITH SHUT OFF VALVE 303 Federal Way Boise,Idaho 83705 OWNER ICE MAKER: (SODA DISPENSER PLUMBER FIAT MSB-2424, 24 x24 x10 WITH FLAT GRID STRAINER, Y ( ) 'INDIRECT TO' ff » » ff IM-1 1/2" — P-1 1 CAST IRON TRAP AND UNDERCOATED UNDERSIDE. FIAT MECHANICAL LOCKDOWN. TRENCH DRAIN LENGTH EQUAL TO „ " FIRE SPRINKLER RISER Phone+(208)376-9820 Fax(208)376-9822 FLOOR SINK 3" 2" 1/2 a 1/2 TD-1 4 2" — — 830—AA FAUCET W/ PAIL HOOK AND VACUUM BREAKER. 90% OF COOLER DOOR WIDTH (WHERE APPLICABLE — SEE f ' www.eciboise.com {; PLUMBER FURNISH 5'-0" 5 PLY GARDEN HOSE AND FITTINGS. ( PLANS FOR LENGTH). PROVIDE WITH TRAP AND TRAP VTR VENT THRU ROOF OWNER ICE MAKER: (SEAFOOD COOLER) i PLU BER INDIRECT TO�� _ _ 1/2" — � a � � PRIMER. SEE DETAIL PSD-34. t IM-2 FLOOR SINK �� 1�2 ;� FLORAL SINK DRAIN STRAINER: = FCO FLOOR CLEANOUT OR OWNER PRODUCE MISTING SYSTEM CONTROLLER PLUMBER P-12 CANPLAS; ENDURA INLINE DRAIN STRAINER 2" — — -- a a COTG CLEANOUT TO GRADE INDIRECT TO MS-1 /2" — i . $ A WCO WALL CLEANOUT HUB DRAIN TRAP PRIMER: _; OWNER DOUBLE RACK OVEN: PLUMBER - - — — << 5 ..s 4}.z NORTHWEST INDIRECT TO » P 14 PROVIDE FLUSH METAL ACCESS PANEL IN RESTROOM 1/2 .,�,,.—....,.,,,.: ;1 fi TRENCHING FLOOR SINK / 3000 APPLICATIONS. OWNER PROOFER/RETARDER CABINET: PLUMBER G LAVATORY (WALL HUNG): DECOR PC- INDIRECT TO — — 1/2" — AMERICAN STANDARD 0355.012 20"x18". NEW LUCERNE WITH AFF ABOVE FINISHED FLOOR NC NORMALLY CLOSED 1 � FLOOR SINK / _ � �� BFF -P 16 DELTA 511 WFHDF LEVER FAUCET (.5 GPM) & C.P. 1 1/2" 1 1/2 1/2 1/2" 0 OPEN — BFP BACKFLOW PREVENTER OD OVERFLOW DRAIN (REMODEL) i ,;f _ SINK AND SINGLE COMPARTMENT STAINLESS STEEL PLUMBER „ }, SUPPLIES Sc ANGLE STOPS WITH C.P. BRASS P—TRAP WITH P�1 `FAUCET BY PREP SINK {INDIRECT TO _ 1 2 1 2 - '.`, CO. FIXTURE COLOR: WHITE. g COTG CLEANOUT TO GRADE POC POINT OF CONNECTION a PS-1A FLOOR SINK / / CO CLEANOUT PRV PRESSURE REDUCING VALVE OWNER FCO FLOOR CLEANOUT RIC ROUGH-IN & CONNECT WATER HEATER, INSTANTANEOUS: SINK AND THREE COMPARTMENT STAINLESS STEEL • PLUMBER „ a P-22 _ _ _ _ HDR HEADER RD ROOF DRAIN '+ 22 CHRONOMITE SR-20L. 4160 WATT, 208V POINT OF USE I.E. INVERT ELEVATION " PS-3 FAUCET BY UTENSIL SINK 3 2 1/2 1/2 — WATER HEATER MOUNTED BELOW SINK. SET AT 110' F. E SOV SHUT OFF VALVE ' OWNER MH MANHOLE WCO WALL CLEANOUT SINK AND PRODUCE TRIM STATION SINK PLUMBER INDIRECT TO N.I.C. NOT IN CONTRACT TYP TYPICAL PS--4 FAUCET BY WITH DISPOSER FLOOR SINK — 1/2" 1/2" - OWNER SINK AND THREE COMPARTMENT UTENSIL SINK PLUMBER PS-5 FAUCET BY (IN—LINE WITH DISPOSER & PANWASHER) 3„ 2}� 1/2” 1/2" — OWNER r OWNER PAN WASHER PLUMBER SCHEDULE KEY NOTES ,.:: ;, ,.INDIRECT TO / �f . PW-1 FLOOR SINK — 3 4 - — O MINIMUM 2" UNDER SLAB OWNER !SODA DISPENSER WITH ICE BIN PLUMBER INDIRECT TO SD-1 ` FLOOR SINK - - 1/2"o - O PROVIDE SAFETY COVERS ON HOT Sc COLD WATER Sc P—TRAPS I . r OWNER SHAKE MACHINE PLUMBER (11) SEE PLANS FOR DRAIN SIZE. SM_1 INDIRECT TO _ — 1/2ff . : FLOOR SINK 74 PROVIDE WITH WATER PRESSURE REGULATOR SET TO 45 PSI. 4t 0 PROVIDE WITH WATER PRESSURE REGULATOR SET TO 25 PSI. o 6 INSTALL DOWNTURNED ELBOW FOR GREASE DRAIN INTO 5 GALLON BUCKET. 0 PROVIDE WITH BACKFLOW PREVENTER PER SPECIFICATIONS AND/OR LOCAL r h JURSIDICTIONAL REQUIREMENTS. y A "BY OWNER" WATER TE SCHEDULE o PROVIDE GAS PRESSURE REGULATOR: 2 PSI > 7-11" W.C. WITH OWNER PROVIDED - CONTRACTOR INSTALLED OVERPRESSURE PROTECTION DEVICE MEETING ANSI Z21.80/CSA6.22. O PROVIDE TRIPLE—GUARD WATER FILTRATION SYSTEM BY COMBI GUARD 10. SYMBOL QUANTITY DESCRIPTION GAS HOT COLD { ` WATER HEATER: LOCHINVAR JRCO06E, 6 GALLON, ELECTRIC, 1.5KW , s (120V/60/1) WITH DRAIN VALVE & ASME T&P RELIEF VALVE. 34„ 34„ SCHEDULE GENE .. a L NOTES WH-7 1 -- / / P—NET#: 060-00044507 1. ALL PLUMBING FIXTURES OR EQUIPMENT DRAINING INTO THE SANITARY SEWER SYSTEM VIA AN INDIRECT WASTE CONNECTION SHALL HAVE A 1" AIR GAP AS REQUIRED BY UNIFORM PLUMBING CODE. 2. PLUMBER SHALL INSTALL CHECK VALVES IN HOT & COLD WATER PEND`' MIT SET SUPPLY LINES TO OWNER FURNISHED FOOD PREP AND UTENSIL STAINLESS STEEL SINKS IN PREP AREAS. 3. ALL WATER HEATERS SHALL BE SET AT 110' F. i• 4, , 3 l,Kr: RICK M. EVERTON,P.E. • 7.----"V PRO ' / ..,,, sIN . '4 ,z, ,,, ,,_* (tk, if- 7 2, PE f , \ OREGQN'', ,` .3 r 11111 476%�MAX �N��` { EX' RATION DATE. mom a ,�, a 0 DATE DESCRIPTION i v ;rt {I' NOT APPROVED WITH THIS PERWTTT , r REFERENCE ONLY PM: C D P TRB PLUMBING LEGEND SCHEDULES 6 ® ,N 7 C P r, e dv 9 u 1- DMRAG2 W1N1-0029-01/EC!50104 ABBREVIATIONS . NEW OFT - HEATING & AIR CONDITIONING UNIT SCHEDULE SYMBOL DESCRIPTION HEATING (B.T.U./HR) COOLING (B.T.U./HR) 2(J7 ACCESSORIES SYMBOL GROUP & LOCATION TYPE CFM SPE H.P. ELECT. AFUE BTU TOTAL BTU SENSIBLE EER 0.D.A. MANUFACTURER A.G.A. AMERICAN GAS ASSOCIATION NATURAL NATURAL OPERATING NOMINAL GAS INPUT GAS OUTPUT 10 (CFM) CONTROLS ROOF CURB 5 6 ECON WEIGHT TONS AFF ABOVE FINISHED FLOOR ` ,.. AC ' PACKAGED, GAS 60,000 48,600 SEISMIC CURB PROVIDED " 460603 MON NEW UNIT PHARMACY ROOFTOP UNIT 1 950 0 2. / / MODEL a•® 0 5 0 81� � 55,180 49,430 i 3.5 380 _ _ _ _ BY OWNER & BY 14 930 Ibs. 5 AFG ABOVE FINISHED GRADE 1 DOWN FLOW MCA:14 30,000 24,300 13' RQ 005 3 V CA01-212 MECHANICAL CONTRACTOR STORE PACKAGED, GAS 100,000 81,000 SEISMIC CURB PROVIDED 3 � BHP BRAKE HORSEPOWER REPLACEMENT AC DELI / DELI SEATING ROOFTOP UNIT 2,000 0.50" 2,0 460/60/3 81% 56 330 53 050 MON MODEL QQ 13.5 360 BY OWNER & INSTALLED BY 14 970 lbs. 5 UNIT FOR AC-3 RQ-005-3-V-CA01-232 Q� BTU BRITISH THERMAL UNIT EXHAUST FAN SCHEDULE 1 DOWN FLOW 3 MCA:14 50,000 40,500 13 MECHANICAL CONTRACTOR I PACKAGED CKA D 1 0 50 0 0 120,000 AC SEISMIC CURB PROVIDED f .. WATTS KGO FAN KGO CURB KGO FAN KGO CURB OFFICES RR PLAYLAND " 460/60/3 MON MODEL - CAP CAPACITY SYMBOL LOCATION TYPE C.F.M. SPE CHAR. CONTROL SONES MANUFACTURER NEW UNIT OFFICES/RR/PLAYLAND ROOFTOP UNIT 3 200 0.50 3.0 QQ H P, U URER P-NET P-NET -PR - 80% 88,120 86,350 11.5 360 _ _ BY OWNER & INSTALLED BY 14 1,265 lbs. 8 e 0 # e PRO 1 DOWN FLOW MCA:22 75,000 60,000 RN 008 3-0-CA01-2K2 Q� ©' MECHANICAL CONTRACTOR 11565 SW PACIFIC HV1/V CENT CENTRIFUGAL CENTRIFUGAL CAPTIVEAIRE: MODEL NCA16FA . " �' 060-000 060-000 K-000 K-000 PACKAGED, GAS; 60 000 4 0 f` � � 06 00 `, 060 000 K 000 � K 000 -, AC 8,60 SEISMIC CURB PROVIDED REPLACEMENT 50" 460 60 3 ,'; DELI HOOD ROOF MOUNTED 3 150 1.5 208/60/3 HOOD / MON MODEL TIC�AR� OR 97223 :,:.j. BAKERY PREP ROOFTOP UNIT / �� ' FACTORY ROOF CURB 4 g 0 U 1,200 0 1.0 81% � 32,760 29 980 14.2 215 2 39 42414 2381 ? BY OWNER & INSTALLED 14 CFM CUBIC FEET PER MINUTE (AIRFLOW) �� UPBLAST-GREASE 1.5 ; 1 4 238 2261 r UNIT FOR AC-6 34 _ _ LLED BY Q 840 Ibs. 3 ( ) UPBIAST GREASE MCA:11 RQ-003 3 V-CA01--212 r *'' DOWN FLOW Q; 30,000 24,300 13 MECHANICAL CONTRACTOR { � CENTRIFUGAL TV I ' CAPIEAR MODEL DEL DU33HF 060-000 PACKAGED CHAR CHARACTERISTICS, IC » A _ , ELECTR AL , �� ' 60 K-000 K-000 100,000 81 0 1 O 0 000 060 000 K 000 K 000 AC 00 SEISMIC CURB PROVIDED HAM GLAZER HOOD ROOF MOUNTED 7 0 0.75 1 - REPLACEMENT » 4.60 60 3 FI , 0 15/60/ HOOD JEWELRY / / AAON MODEL _ Q,8 FACTORY ROOF CURB ( X7j 42 ROOFTOP UNIT ; 2,000 0.50 2.0 � 81� � 6?220 62 810 11.2 250 I I UPBLAST-GREASE ' 1 3 2 823 42412 2368 2259 '' UNIT FOR AC-8 _ _ _ / � BY OWNER & INSTALLED BY 14 1,000 lbs 6 RQ-006 3 V CAO1-232 CONT CONTINUATION N}CA:18 DOWN FLOW Q 50,000 40,500 MECHANICAL CONTRACTOR CENTRIFUGAL -- PACKAGED » ' CAPTIVEAIRE• MODEL DU25HFA , �': 060-000 060 K- - 90 000 72 900 CORD COORDINATE _ 000 " 460 60 3 0 PAN WASH HOOD ROOF MOUNTED 400 000 K 000 AC SEISMIC CURB PROVIDED y v S OOD 00 0.50 115/60/1 HOOD NEW UNIT CHECKSTANDS / / MON MODEL ©Q Vir FACTORY ROOF CURB 42820 42412 2365 2259 , ROOFTOP UNIT 4,000 , 0.50 5.0 81% 104,900 96,960 11.2 620 BY OWNER & INSTALLED BY - i 370 lbs. 10 UPBLAST 1/4 36 MCA:31 RN-010-3-0-CAO1-222 f Q ' 1 DOWN FLOW 3 - 45 000 36 450 MECHANICAL T F MEYER STORES CO2 CARBON DIOXIDE SENSOR (IAQ) CONTRACTOR ' w , CENTRIFUGAL `� � - CAPTIVEAIRE• MODEL NCA14HPFA 060-000 060-000 PACKAGED 060 000 �� _ � 060 000 K-000 ! K-000 AC » 460 3 210,000 ?�168,000 PZETR&B,ZA22 BAKERY OVEN HOOD ROOF MOUNTED 690 1.2" 115/60/1 HOOD /60/ MON MODEL CO CARBON MONOXIDE SENSOR (IAQ) 24 FACTORY ROOF CURB NEW UNIT HOM SALES ROOFTOP UNIT 4,000 0.50 3.0 80% 107 040 105180 11.2 780 o INC.( ) 2 UPBLAST 1/2 4 42848 42413 2386 2260 W' MCk28 RN-010-3-0-CA01-212 BY 14 1,370 Ibs. 10 1 DOWN FLOW 3 105,000 84,000 MECHANICAL CONTRACTOR DB DRY BULB F � ` MEAT & SEAFOOD � CENTRIFUGAL 375" CAPTIVEAIRE• MODEL DR3OHFA - 060-000 PACKAGED GAS SWITCH 060 000 060 000 K-000 K-000 REPLACEMENT M NT AC 60,000 48,600 SEISMIC CURB PROVIDED PREP: ODOR ROOF MOUNTED 1,200 ? 0.375 : 115/60/1 - E LACE E » 460/60/3 MON MODEL •-Ir: 330® SE 22N® AVENUE FURNITURE ROOFTOP UNIT 2,000 0.50 2.0 81% 55 740 50 870 13.5 360 Q©W� 1 4 & PILOT FACTORY ROOF CURB 4 42809 42409 2354 2256 UNIT FOR AC-12 _ _ BY OWNER & INSTALLED BY 14 970 lbs. 5 DN DOWN CONTROL DOWNBLAST / 38 1 ? DOWN FLOW 3 MCA:14 30,000 24,300 RQ 005 3-V-CA01-212 PORTLAND, OREGON, 97202 CENTRIFUGAL 13` MECHANICAL CONTRACTOR CAPTIVEAIRE• MODEL DR3OHFA _ i PA KA E A r (E) EXISTING r �, GOLDSMITH SWITCH 060 000 060-000 K-000 K-000 A C G D, G S 60,000 48 600 SEISMIC CURB PROVIDED 503.232.334�4� O ROOF MOUNTED 600 0.375" 115/60/1 : - REPLACEMENT C » 460/60/3 MON MODEL & PEM STOCK CONFERENCE ROOM ROOFTOP UNIT 1 200 0.50 1,0 26 & PILOT FACTORY ROOF CURB 4 42810 42409 2355 2256 81% 32,230 28,630 14.2 120 a© BY OWNER & INSTALLED BY 14 810 lbs. 3 DOWNBLAST 1/4 a UNIT FOR AC-13 39 1 DOWN FLOW MCA:11 30 000 24,300 RQ-003-3-V-CA01-212 503.797.3509 FAX EA EXHAUST AIR - 13r MECHANICAL CONTRACTOR CEILING PHARMACY UNISEX » CAPTIVEAIRE• MODEL CFA15OCA 060-000 PACKAGED :�► - , 060 000 _ K-000 _ AC 150,000 120,000 SEISMIC CURB PROVIDED EAT ENTERING AIR TEMPERATURE F MOUNTED 75 ? 0.25 : 115/60/1 LIGHTS NEW UNIT HOM SALES " 460/60/3 MON MODEL Q,Q O va' RESTROOM FACTORY ROOF CAP 4 42815 2360 ROOFTOP UNIT 4,000 0.50 3.0 80% 105,260 98,760 11.2 830 BY OWNER & INSTALLED BY 14 1,370 Ibs. 10 EXHAUST FAN '' .03 � 40 - - - - � a MCA:28 p RN-010 3 0 CA01 2K2 F 75,0 0 60,000 � EFF EFFICIENCY CENTRIFUGAL � PUBLIC CAPTIVEAIRE• MODEL DR3OHFA 060-000 060-000 K-000 K-000 PACKAGED MECHANICAL CONTRACTOR AC PEM HOME 195,000 : 156,000 SEISMIC CURB PROVIDED `�' ROOF MOUNTED 1 400 �� 0.375 - 115/60/1 � LIGHTS - . 060 000 + 060 000 K 000 K 000 _ » 460 60 3 AAON MOD 9g' NEW UNIT ROOFTOP UNIT 5 200 0.50 5.0 / / EL EER ENERGY EFFICIENCY RATIO 7` � 28 ' RESTROOM : FACTORY ROOF CURB 4 42809 42409 2354 2256 � 80% 141,560. 127,190 11.2 � 710 BY OWNER & INSTALLED BY 14 1 950 Ibs. 13 DOWNBLAST 1/4 41 ELECTRONICS MCA:36 97,500 78,000 RN-013-3-0-CA02-2F2 ' , 1 DOWN FLOW Q' MECHANICAL CONTRACTOR CENTRIFUGAL - - �: ::C EC » 060-000 060-000 -0 - 60 000 48 600 ROOF MO T D _ K 00 K 000 »UN E 1 00 � 0.375,0 15/60/1 LIGHTS NEW UNIT TENANT: U.S. BANK ROOFTOP UNIT 2 000 0.50 2.0 81% 54,810 48,120 13.5 200 1 4 970 Ibs. 5 EXTERNAL T PR / - - -S ATIC PRESSURE MCA:29 RQ 005-2 V CA01 212 Q� k , _ ry PAT'. 9 '3& 1 DOWN FLOW Q; 30,000 24,300 �� J� � x� � .� �. MECHANICAL CONTRACTOR t PACKAGED, GAS 60,000 48,600 SEISMIC CURB PROVIDED `� `l `,'.,,` ETC ETCETERA i SEE ELECTRICAL AND CONTROL DRAWINGS FOR CIRCUITING 3 NOT USED REPLACEMENT RTF „ ' a FOOD ENTRY ; ROOFTOP UNIT 2 000 0.50 2.0 460/60/3 - _ - MON MODEL QQ • , a , Fes' 'r . AND INTERLOCK OF EF-21 WITH SUPPLY FAN FOR UNIT FOR RTF-2 81% 200 BY OWNER & INSTALLED BY 14 580 lbs. 5 Z � ,4 f ,r : d N , 0 MCA:5 RQ-005-3-V-0000-212 m ),,,,',',V V,. z y r .P, � y�, ,. 1 > DOWN FLOW 30,000 24,300 � ? MECHANICAL CONTRACTOR ��° ��' �° ��'� � ��° � � ��'��° EX EXISTING EXISTING AC-18 AND AC-23. COORDINATE WITH CONTROLS a4 EXHAUST FAN, ROOF CURB (IF APPLICABLE) AND BACKDRAFT DAMPER (IF APPLICABLE) SHALL BE OWNER SUPPLIED Engineering Consultants Incorporated AND ELECTRICAL CONTRACTORS. AND INSTALLED BY MECHANICAL CONTRACTOR, CONTRACTOR TO FURNISH ALL SUPPORTS AND ACCESSORIES AS RTF PACKAGED, GAS „ . 460/60/3 60,000 48,600 SEISMIC CURB PROVIDED FD FIRE DAMPER REQUIRED FOR FAN INSTALLATION. NEW UNIT 4 HOM ENTRY ROOFTOP UNIT 2,000 0.50 2.0 81% - - - 200 MON MODEL _ 9.� BY OWNER & INSTALLED BY 14 580 lbs. 5 303 Federal Way Boise,Idaho 83705 ' Y MCA:5 RQ 005 3-V 0000-212 0 1 30 0 0 24 300 DOWN FLOW _ LOW 3 , � �r FLA FULL LOAD AMPERAGE ® SEE ELECTRICAL AND CONTROL DRAWINGS FOR CIRCUITING , MECHANICAL CONTRACTOR Phone(208).376 9$20 Fax(208)376 9822 AND INTERLOCK OF EF-22 WITH SUPPLY FAN FOR www.eel oise.com FSD FIRE SMOKE DAMPER EXISTING AC-25. COORDINATE WITH CONTROLS AND � WITH FILTER IN PLACE (MAXIMUM ALLOWABLE DIRTY FILTER STATIC PRESSURE LOSS = 0.35") 11 TENANT AC UNIT SHALL BE PROVIDED WITH STAND-ALONE, REMOTE THERMOSTAT AND MATCHING FACTORY-INSTALLED CONTROL BOARD, PER ' ELECTRICAL CONTRACTORS. KROGER G.O. STANDARDS. EMS CONTROLS CONTRACTOR SHALL WALL-MOUNT THERMOSTAT AND MAKE ALL WIRING CONNECTIONS BACK TO AC UNIT dB AMBIENT GA GAUGE ' CDI COOLING CAPACITY BASED ON 80'DB/62'WB ENT. AIR AND 92' AND PERFORM ALL AC UNIT START-UP AND TROUBLESHOOTING WORK. SEE EMS CONTROL DRAWINGS FOR ALL WORK. THIS AC UNIT IS NOT TO + f . BE CONNECTED TO BUILDING'S EMS SYSTEM. GPM GALLONS PER MINUTE (--)3 NEW FIELD-INSTALLED SMOKE DETECTOR SHALL BE PROVIDED, WIRED, PROGRAMMED AND TESTED INCLUDING TROUBLESHOOTING IN _ ,, , H ., ...;;: , .v,..:. Fs RETURN DUCT DROP BY CONTROLS CONTRACTOR IN ACCORDANCE WITH ALL ORE ON STATE AN A H 12 REMOTE SENSOR FOR PHARMACY AC UNIT SHALL BE PROVIDED WITH KROGER GO STANDARD REMOT G AND LOCAL CODES. THE MECHANICAL �' ESE SENSOR. HP HORSEPOWER O BOX DIFFUSER SCHEDULE L CONTRACTOR SHALL RELIEVE THE SMOKE DETECTOR FROM THE EMS CONTROLS CONTRACTOR AND MOUNT THE SMOKE DETECTOR TO HX HEAT EXCHANGER THE RETURN DUCT PER THE DETECTOR MANUFACTURER'S INTALLATION INSTRUCTIONS, INCLUDING DRILLING ALL HOLES REQUIRED FOR 13 SEER LISTED FOR THIS AC UNIT N 0 RTHWEST SYMBOL TYPE CFM SIZE BOX TYPE THROW NC QUANTITY MANUFACTURER THE DETECTOR AND PROBES. PATCH AND SEAL DUCTWORK AIRTIGHT. COORDINATE WORK WITH EMS CONTROLS CONTRACTOR AS i 4 AC UNIT SHALL BE FURNISHED AND INSTALLED WITH IAQ INDOOR AIR QUALITY REQUIRED. SEE 'EM' CONTROL DRAWINGS FOR SCOPE AND ALL NEW WORK. MON ROOFTOP UNIT SHALL BE PROVIDED BY OWNER a DECOR DBD LONG THROW 4-WAY » , „ AES INDUSTRIES; ADB--1-12-4 WITH SET OF CONTACTS FOR UNIT SHUTDOWN ONLY, WIRED AND INSTALLED BY CONTROLS CONTRACTOR. CONFIRM IN WRITING a ECONOMIZER AND RELIEF AIR SYSTEM CAPABLE OF 100% FULLY-MODULATION OUTSIDE AIR AND MINIMUM 90% RELIEF AIR 0 SUPPLY DIFFUSER 5,000 30x30 4-WAY 66'0" 27 - E-PRO -K-0002272 1 TROUBLE OR ALARM REPORTING REQUIREMENTS WITH LOCAL AUTHORITY HAVING JURISDICTION PRIOR TO START OF WORK. b. INTEGRATED OPERATION FOR PARTIAL COOLING (REMODEL) IEQ INDOOR ENVIRONMENTAL QUALITY c. MOTORIZED DAMPERS HAVING A MAXIMUM LEAKAGE RATE OF 20 CFM/S.F. AT PRESSURE OF 1.0" W.G. WHEN kW KILOWATT (POWER) 4-WAY 4 AC UNIT SHALL BE FURNISHED WITH STAGED HEATING CONTROLS FOR NATURAL GAS BURNER, PER OREGON STATE ENERGY CODE TESTED IN ACCORDANCE WITH AMCA STANDARD 500-1998 (PER OREGON STATE ENERGY CODE REQUIREMENTS) DBD LONG THROW 4-WAo » , » AES INDUSTRIES; ADB-1-10-4 DROP BOX STYLE 4,000 30 x30 4-WAY 66 0 27 d, FULLY-MODULATING OUTDOOR AIR DAMPERS AND ACTUATORS FOR FULL DEMAND CONTROL VENTILATION LAT LEAVING AIR TEMP SUPPLY DIFFUSER E-PRO #-K-0002268 1 5 COORDINATE EXACT LOCATION OF UNIT INSTALLATION WITH STRUCTURAL CONTRACTOR. PLACE UNIT TO ALLOW FULL SIZE DUCT ECONOMIZER PROVIDED AND SHIPPED INSTALLED IN AC UNIT. MECHANICAL CONTRACTOR SHALL REMOVE SHIPPING SCREWS, REORIENT OUTSIDE AIR O MAX MAXIMUM DBD LONG THROW 4-WAY DROPS. HOOD PER INSTRUCTIONS AND INSPECT.FOR PROPER OPERATION. ECONOMIZER MUST MEET ALL REQUIREMENTS OF OREGON STATE ENERGY CODE ry 3 DROP BOX STYLE 2,000 22"x22" 4-WAY 43'0" 27 - AES INDUSTRIES; ADB-1-5-4 SUPPLY DIFFUSER 6 ROOFTOP UNIT WITH SEISMIC ROOF CURB SHALL BE PROVIDED BY THE OWNER WITH AC UNIT AND INSTALLED BY THE MECHANICAL 15 EMS CONTROLS CONTRACTOR SHALL SHALL PROVIDE, INSTALL, WIRE, PROGRAM, TROUBLESHOOT, CONFIRM AND LEED-DOCUMENT 'CPC CONTROLS' MBH 1000 BTUs/ HOUR 2 a a CONTRACTOR PER THE ENGINEERED SEISMIC RESTRAINT DRAWINGS FURNISHED BY MON, THE ROOFTOP UNIT MANUFACTURER. AC COMPATIBLE CARBON DIOXIDE (CO2) MONITORING SYSTEM, INCLUDING SENSOR (MOUNTED AT 48" A.F.F.), CONTROLLERS, ACCESSORIES AND ALL MIN MINIMUM . UNIT SHALL BE SHIPPED WITH CONVENIENCE OUTLET POWERED PRIOR TO DISCONNECT CONNECTIONS REQUIRED FOR LEED NC 2.2 EQ CREDITS FOR DENSELY OCCUPIED SPACES (25 PEOPLE/1,000 S.F. OR GREATER) AND/OR FOR 0 DBD DIFFUSER TO BE SUPPLIED BY OWNER AND INSTALLED BY MECHANICAL CONTRACTOR PER , MANUFACTURER'S RECOMMENDATIONS. 7 OUTDOOR AIR CFM LISTED MEETS ALL MINIMUM REQUIREMENTS AS SPECIFIED BY BOTH THE 2006 I.M.C. WITH OREGON AMENDMENTS" DEMAND CONTROL VENTILATION. SEE HVAC SEQUENCE OF OPERATION AND EM CONTROL DRAWINGS FOR ALL WORK. NOTE SAME CO2 SENSOR MODS MODIFICATIONS a MAY SERVE MULTIPLE AC UNITS IN SIMILAR COMMUNICATING AREA FOR DEMAND CONTROL VENTILATION. (INCLUDES AC-14 15 16 AND ASHRAE 62.1-2004, WHICHEVER IS GREATER. ( 17, 18, 19, N0. OR NUMBER Q DBD DIFFUSER TO BE SUPPLIED AND INSTALLED BY MECHANICAL CONTRACTOR. . 20, 22, 23, 25 & 37) Q ROOFTOP UNIT SHALL BE SHIPPED AND WIRED WITH 'CPC CONTROLS' CONTROL BOARD AND REMOTE-MOUNTED TEMPERATURE 16 ALL EQUIPMENT AND WORK IN THIS KEYNOTE SHALL BE BID AS ADD ALTERNATE # 9 : EMS CONTROLS CONTRACTOR SHALL SHALL PROVIDE, N.T.S. NOT TO SCALE SENSOR (AS REQUIRED). SEE CONTROL DRAWINGS FOR ALL CONTROLS, INCLUDING CPC CONTROLS REMOTE MOUNTED THERMOSTATS, INSTALL, WIRE, PROGRAM, TROUBLESHOOT, CONFIRM AND LEED-DOCUMENT 'CPC CONTROLS' COMPATIBLE 'OUTDOOR AIRFLOW' MEASUREMENT ` OA OUTSIDE AIR (FRESH AIR) �` � � � � � � SENSORS AND ACCESSORIES. SEE CONTROL DRAWINGS FOR ALL WORK AND RESPONSIBILITIES. COORDINATE WORK AS REQUIRED. SYSTEM, INCLUDING OA SENSOR(S) MOUNTED IN ROOFTOP UNIT, MOUNTING HARDWARE, CONTROLLERS, WIRING, ACCESSORIES AND ALL EQUIPMENT 'a r UNIT SHALL BE FURNISHED WITH CONTROLS CAPABLE OF OPTIMUM START, PER OREGON STATE ENERGY CODE. ALL NEW ( OAT OUTSIDE AIR TEMPERATURE ('F) THERMOSTATS AND TEMPERATURE SENSORS SHALL MEET ALL OREGON STATE. CODE REQUIREMENTS. AND CONNECTIONS REQUIRED FOR LEED NC 2.2 EQ CREDITS FOR NON-DENSELY OCCUPIED SPACES. (BELOW 25 PEOPLE/1,000 S.F.) OUTDOOR AIRFLOW MONITORING SYSTEM SHALL BE INTEGRATED INTO CPC CONTROLS EMS SYSTEM TO ALARM THE EMS SYSTEM WHEN OUTDOOR AIR OB OPPOSED BLADE 0 NOT USED QUANTITIES FALL MORE THAN 15% BELOW THE MINIMUM OUTDOOR AIR SETTING. SEE HVAC 'SEQUENCE OF OPERATION' AND 'EM' CONTROL DRAWINGS FOR ALL WORK, SEQUENCES, DETAILS AND REQUIREMENTS. (ALL AC UNITS EXCEPT AC-6 & AC-11) PD PRESSURE DROP 0 EER, SEER AND I.P.L.V. OF EQUIPMENT SHALL MEET THE OREGON STATE NREC ENERGY CODE 17 ROOF TOP UNIT SHALL BE INSTALLED WITH OWNER-PROVIDED 'ECLIPSE SCREEN SYSTEM' PER CITY OF MAPLE VALLEY REQUIREMENTS. SCREEN PRV PRESSURE REDUCING VALVE '+ - - SYSTEM SHALL INCLUDE MULTIPLE BASE RAILS FASTENED TO ROOFTOP UNIT CURB WITH FOUR SCREENS ON FOUR SIDES OF UNIT. SEE ARCHITECTURAL ROOF PLAN FOR ALL SCREEN OUTLINES AND RELATED WORK. COORDINATE WORK WITH GENERAL CONTRACTOR AS REQUIRED. PSI POUNDS PER SQUARE INCH (PRESSURE) << OPERATING WEIGHT LISTED IN THIS SCHEDULE DOES NOT INCLUDE ADDITIONAL WEIGHT DUE TO UNIT SCREENS. SEE STRUCTURAL DRAWINGS FOR TOTAL WEIGHTS. } RA RETURN AIR GRILLE, REGISTER & DIFFUSER SCHEDULE , REF REFRIGERATION REFRIG REFRIGERANT ' , NEW KITCHEN HOOD LE SYMBOL ; DESCRIPTION MANUFACTURER KROGER GO TITUS MODEL TMSA ADJUSTABLE AIRFLOW W/ 24"x24" REQ'D REQUIRED s SIZE EXHAUST EXHAUST SYMBOL FIXTURES SERVED No. OF EXHAUST EXHAUST INTERLOCK LCD LAY-IN CEILING DIFFUSER CEILING / TYPE FILTER SIZE DUCT VELOCITY WEIGHT MANUFACTURER P-NET & CEIL NG PAN W/ TYPE 3 BORDER FOR LENGTH I DEPTH 'HEIGHT I GAUGE ALTERS FAN (CFM) CONN. (FPM) LAY-IN CEILING. FACTORY WHITE FINISH. RH RELATIVE HUMIDITY , ePRO (K) _ NEW HOOD H-1 IS THE SUMMATION OF BOTH HOOD PARTS H-1A & H-113, H-1 IS CONSIDERED A SINGLE, MEDIUM DUTY TYPE '1' HOOD, 18'0" TOTAL LENGTH, UL LISTED AND TESTED AS A SINGLE ASSEMBLY, RPBP REDUCED-PRESSURE BACKFLOW PREVENTER NEW MEDIUM-DUTY DELI PREP (3) » 6" CEILING DIFFUSER: TITUS MODEL TDC LOUVERED DIFFUSER W/ TYPE 3 BORDER LTDC FOR LAY-IN CEILING. FACTORY WHITE FINISH. FIELD VERIFY '�, F I 91_0" 5-0" 2,_0» 20 ( ) 16 x16 , 1 575 10"x15" - , _ HOOD: (2) FRYERS & 1) COMBI RPM REVOLUTIONS PER MINUTE 1A ( (3) 16"x20„ 1,512 AC 17,18 415 LBS KROGER GO GE54-18EM 060 000 SQUARE NECK, LAY-IN EXACT SIZE OF DIFFUSER NECK PRIOR TO ORDERING. THERM OVEN, WALL-MOUNTED CAPTIVEAIRE; MODEL 6024 ND 42524 S SENSOR (SEE SPECS) NEW MEDIUM-DUTY DELI PREP (3) 16"x16" WALL-MOUNTED & TITUS MODEL TDC LOUVERED DIFFUSER W TYPE 6 BORDER HOOD: (2) COMBITHERM OVENS I 9'-0" 5-0" 2'-0" 20 » ,. 1,575 10"x15" 1,512 AC-17,18 415 LBS K-0002321 ' TDC CEILING DIFFUSER: / R } 1B WALL-MOUNTED (3) 16 x20" 7 _ CD SQUARE NECK, SURFACE MOUNT FOR SURFACE MOUNT. FACTORY WHITE FINISH. FIELD VERIFY 00000 SA SUPPLY AIR IT HEATER SCHEDULE 0 , EXACT SIZE OF DIFFUSER NECK PRIOR TO ORDERING. SD SMOKE DETECTOR (IN RETURN DUCT) HEATER ( ) HEATING (B.T.U./HR)U./HR)' NEW MEDIUM-DUTY SERVICE CAPTIVEAIRE; MODEL 4824' ND 060-000 TITUS MODEL 300RL W/ TWO-DIRECTIONAL BLADES Sc TYPE 1 LOCATION TYPE H.P. ` KROGER GO _ / SYMBOL CFM ELEC AFUE MANUFACTURER WEIGHT MEAT SEAFOOD: HAM GLAZING I 4 0 4-0 .2-0 20 3 16"x16 700 8 x 1 57 AC-25 SSR SIDEWALL SUPPLY REGISTER SEER SEASONAL ENERGY EFFICIENCY RATIO IN OUT / O 8 5 240 LBS 42500 & ; BORDER FOR SURFACE MOUNT INSTALLATION. FAN ePRO K # WALL-MOUNTED 1 2 4 5 6 K-0002297 FACTORY WHITE FINISH PERMIT SET i 91% EFFICIENCY, J 115 1 - NEW DELI PREP: 60 REZNOR; MODEL UEAS 180 RZUEAS180 K-0021355 CAPTIVEAIRE; MODEL 3624 VH1 » SPE STATIC PRESSURE EXTERNAL / / " 060-000 Ifir MPU 2 458 1 4 175 000 159 2 �� » » PROPELLER, 2,458 / , 50 91% 245 LBS. _ -- TITUS MODEL ML-39 MODULINEAR 2 1 --SLOT DIFFUSER _ PAN WASH CONDENSATE 3-O S-0" 2 0 20 (0) 400 8x8 900 NOT REQ'D 76 LBS ( ) 6.3 FLA WITH HORIZ. VENT TERMINATION KIT CC6 K 0021357 O Q 42547 & NATURAL GAS I ALUMINUM WITH TYPE 1A FRAME WITH COUNTERSUNK SCREW SPT STATIC PRESSURE TOTAL WALL-MOUNTED gp®,, K-0002 344 SLD SLOT LINEAR DIFFUSER 2-SLOT 91% EFFICIENCY • ( ) FLANGE FOR HARD CEILING INSTALLATION. SET SUPPLY . �, 115/60/1 REZNOR; MODEL UEAS-180 RZUEAS180 K-0021355 HOM STOCK PROPELLER, 2,458" i/4 175,000 i 59,250 91 245 LBS. AIRFLOW FOR i 00% VERTICAL DISCHARGE FOR WINDOW WASH. S/T SENSIBLE TO TOTAL COOLING RATIO _ 4 6.3 FLA WITH VERT. VENT TERMINATION KIT CC2 K 0021356 NATURAL GAS 1 TYPE-1 GREASE HOOD SHALL BE SHIPPED WITH REQUIRED U.L. LISTED KLEEN-GARD 4 PROVIDE HOOD WITH VAPOR PROOF INCANDESCENT LIGHT FIXTURES PRE--WIRED TO JUNCTION BOX ON TOP OF 0 » o TITUS MODEL DEL 50F W/ TYPE 3 BORDER F ! ALUMINUM 0 BOR ER LAY -IN 9' EFFICIENCY,NC A U N M AFF FILTERS FOR LA IN C T-STAT THERMOSTAT SEE SPECS � 1 o E C E Y, L U BAFFLE F LTERS WITH HANDLES, INCANDESCENT LIGHTS, GREASE CUP, 12"-HIGH HOOD. QUANTITY INDICATED IN DIRECT BUY SUBMITTALS. VERIFY QUANTITY AND INSTALLATION REQUIREMENTS MENT P LAY-IN CEILING. ( ) Q E S RIOR LRG tAY IN RETURN AIR GRILLE / �, 115/60/1 REZNOR; MODEL UEAS-180 RZUEAS180 K-0021355 ", FOD STOCK PROPELLER 2 458 ` 1 4 175 000 159 250 245 LBS. FIELD WRAPPER FRONT LEFT AND RIGHT, SEPARATE TO INSTALLATION FACTORY WHITE FINISH 1 , / 91%% : G SE RA E LIGHT SWITCH AND FAN SWITCH 6.3 FLA WITH VERT. VENT TERMINATION KIT CC2 K-0021356 TSP TOTAL STATIC PRESSURE NATURAL GAS SHIPPED LOOSE WITH HOOD TO BE REMOTE WALL-MOUNTED, REMOTE MOUNTED ANSUL FIRE q TITUS MODEL 50F W TYPE 1 BORDER FOR SURFACE YT I / 91% EFFICIENCY S S EM N UTILITY CABINET WITH DETECTION KIT. ANSUL SYSTEM TO INC 5 EXHAUST HOOD SHALL BE PROVIDED BY OWNER AND RECEIVED, RG RETURN AIR GRILLE _ INCLUDE RELEASE ED, STORED, PROTECTED, INSTALLED BY AND GR LLE N, k 115/60/1 RE NOR• MODEL UEAS 1 0 RZ S1 - 1 a rt , �, � Z 0 EL 8 UEA 80 K 002 355 TYP TYPICAL 2 458 1 4 7 MOUNT. FACTORY WHITE FINISH GARDEN PROPELLER, / 1 5,000 ; 159,250 � 91% ; , 245 LBS. MECHANISM; MICROSWITCHES AND PULL STATION AND APPLIANCE SHUT-DOWN HOOKUP (GAS SEISMICALLY BRACED BY THE MECHANICAL CONTRACTOR. 1 14 6.3 FLA WITH VERT. VENT TERMINATION KIT CC2 K-0021356 NATURAL GAS VALVE BY CONTRACTOR). MECHANICAL CONTRACTOR SHALL CONFIRM IN WRITTEN REPORT ON' O TITUS MODEL TMRA STEEL DIFFUSERS W '.�� VOL VOLUME � ,t OD L E USES TYPE 3 ROTATING RD ROUND DIFFUSER, HIGH W/ 1 EFFICIENCY, 6 PERFORMANCE TESTS WILL BE REQUIRED TO BE PERFORMED S IG CAPACITY IA 9 % EFFIC E CY, , , , CONDITION, QUANTITY, DAMAGE AND LIST OF ALL MISSING EQUIPMENT AND ACCESSORIES Q FOR ALL TYPE I HOODS BY THE MECHANICAL 115/60/1 ' ti MOD -1 � a � CONES ADJUSTABLE. FACTORY OFF-WHITE FINISH REZ OR, EL UEAS 80 RZUEAS 80 K-0021355 , FOD STOCK PROPELLER, 2,458 1/4 175,000 159,250 91% 245 LBS. WITHIN 2 DAYS OF RECEIPT OF HOOD PACKAGING AND EQUIPMENT. CONTRACTOR PER IMC SECTION 507.16, AND APPROVED BY THE IDAHO COUNTY INSPECTOR. MECHANICAL W/ WITH 6.3 FLA � WITH VERT. VENT TERMINATION KIT CC2 K-0021356 NATURAL GAS CONTRACTOR SHALL COORDINATE ALL TESTS WITH INSPECTOR, TAB CONTRACTOR, GENERAL CONTRACTOR AND KROGER NW PROJECT MANAGER, WITH A MINIMUM LEG LAY-1N EXHAUST AIR RI TITUS MODEL 50F W/ TYPE 3 BORDER WB WET BULB (F) _ 2 SEE ELECTRICAL DRAWINGS FOR WIRING AND CONTROLS. COORDINATE ALL WORK WITH R, INIMUM OF 7 DAYS NOTICE TO ALL PARTIES. R G LLE _ a 1 ALL UNIT HEATERS SHALL BE NATURAL GAS FIRED, MINIMUM 91% EFFICIENT, MEETING ALL MINIMUM 2010 MECHANICAL ENERGY CODE REQUIREMENTS. LAY-IN CEILING. FACTORY WHITE FINISH 0 ELECTRICAL AND EMS CONTROLS CONTRACTORS. SOME ABBREVIATIONS LISTED IN THIS LEGEND MAY NOT APPEAR WITHIN THIS PROJECT'S 7 MEDIUM-DUTY DELI PREP HOOD, H-1, SHALL BE SHIPPED AND RECEIVED BY MECHANICAL CONTRACTOR AND SHALL RICK M. EVERTON,P.E. ALL UNIT OWNER-FURNISHED - , 2 L UN! HEATERS SHALL BE OWNER FURNISHED AND CONTRACTOR INSTALLED. UNIT FURNISHED WITH VENT TERMINATION KIT INDICATED. TITUS MODEL 50F W/ TYPE 1 BORDER FOR SURFACE SCOPE.THIS UST IS FOR GENERIC PURPOSES ONLY AND IS NOT PROJECT-SPECIFIC. O 3 EXHAUST HOOD SHALL BE ELECTRICALLY INTERLOCKED WITH THE EQUIPMENT LISTED IN THIS BE INSTALLED PER CAPTIVEAIRE MANUFACTURER'S UL LISTED INSTALLATION INSTRUCTIONS, ALL UL LISTINGS AND EG EXHAUST GRILLE a MOUNT. FACTORY WHITE FINISH 0 COLUMN BY THE EMS CONTROLS CONTRACTOR. THE. EXHAUST FAN ASSOCIATED WITH THIS LOCAL CODE REQUIREMENTS, NEW GREASE FAN, EF-1, SHALL EXHAUST BOTH EXHAUST COLLARS CONNECTIONS OF HOOD SHALL COMMAND ON THE. INDOOR FAN FOR THE EQUIPMENT LISTED. HOODS, WITH EQUAL DISTANCE GREASE DUCTS TO MAIN EA DUCT TO ALLOW FOR IDENTICAL AIRFLOW QUANTITIES. TITUS MODEL 50F W/ TYPE 3 BORDER FAN COIL IT I CO TI I CSC LE LTG LAY-IN TRANSFER AIR GRILLE LAY-IN CEILING. FACTORY WHITE FINISH �D PR®F SYMBOL SERVES TYPE C.F.M. VOLTAGE MCA COOLING (BTU/HR) SEER NOMINAL MANUFACTURER KROGER GO TITUS MODEL 50F W/ TYPE 1 BORDER FOR SURFACE 1 4 I N��A' °` DO NOT FASTEN TO ROOF DECK; MOCP TOTAL SENS TONS ePRO K-# TO TRANSFER GRILLE ' MOUNT. FACTORY WHITE FINISH 75525 P , , NO SCREWS, BOLTS, NAILS OR OTHER FASTENERS SHALL BE HIGH WALL MOUNT 1.0 iii MITSUBISHI; MODEL MSY-GEO9NA :` ,,w INSTALLED ANYWHERE INTO OR THROUGH THE ROOF DECK. ALL TELLER SURFACE UNIT 237 MED 208/60/1 9,000 8,550 21 0 0.75 K-0013843 TITUS MODEL DL WITH ADJUSTABLE CORE AND BLADES WITH FASTENERS ATTACHED TO OR THROUGH ROOF DECK BY THIS WITH COND PUMP - 21 SEER MINIMUM, 25 LBS. DL ' SUPPLY DRUM LOUVERS • TYPE 1 BORDER FOR FREE STANDING INSTALLATION. F f OREGONO� ' FACTORY WHITE FINISH. 4 0 f 9,2e �ct;' , CONTRACTOR SHALL BE REMOVED AND REPLACED WITH HIGH WALL MOUNT 1.0 MITSUBISHI; MODEL MSY-GEO9NA 'y v ‘ STRUCTURAL SUPPORTS BETWEEN SECONDARY STRUCTURE TELEPHONE SURFACE UNIT 237 MED 208/60/1 9,000 8,550 21.0 0.75 K-0013843 MAX E _ 21 SEER MINIMUM, 25 LBS. O PAINT VISIBLE DUCTWORK BEHIND GRILLES FLAT BLACK (KICKERS) AT THIS CONTRACTOR'S EXPENSE, INCLUDING ALL WITH COND PUMP CEILING REMOVAL, REPLACEMENT, REPAIR AND PAINTING. THE EX' RATION DATE: LIM, ONLY EXCEPTION SHALL BE FOR FASTENING AND SEISMICALLY 0 OWNER PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR. PROVIDE UNIT WITH INTEGRAL THERMOSTAT AND 'AUTO/ON' FAN SELECTION. PROVIDE BRACING ROOF CURBS FOR ROOFOTP MECHANICAL EQUIPMENT. UNIT WITH R-41 OA REFRIGERANT. MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL WITH MATCHING R-41 OA REFRIGERANT LINE KITS, SIZED AND CT I S L TI S EC F C I S INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. INSTALL UNIT WITH OWNER-SUPPLIED CONDENSATE PUMP (0.06 FLA) WITH FLOAT VALVE & HVAC Y SYMBOLS OTHER INSULATION SHUT-OFF SWITCH. FIELD VERIFY REQUIREMENTS PRIOR TO BID. � ' DUCT TYPE DUCT LOCATION REQUIREMENTS R-VALUE Q DATE DESCRIPTION t NOT WITHIN CONDITIONED SPACE: ON EXTERIOR OF ■ +i11a�}��1�Ihi+`'' SUPPLY AIR RISER SUPPLY, RETURN BUILDING, ON ROOF, IN ATTIC, IN ENCLOSED CEILING APPROVED WEATHER R-7 E AIR-COOLED CONDENSING IT SCHEDULE `f R { ��olllli�hflitl+, DUCTWORK t SPACE, IN WALLS, IN GARAGE, IN CRAWL SPACE PROOF BARRIER MCA TOTAL COOLING UNIT WEIGHT KROGER GO I SYMBOL SERVES TYPE EVAP C.F.M. VOLTAGE MOCP (BTU/HR) SERVES (LBS.) MANUFACTURER - ePRO K-# - - - _ - - r , + � "�: _ �I a`. OUTSIDE SEE SECTION S WITHIN CONDITIONED SPACE - R RN AIR RISER T D ACE R 7 RETURN 0 DE AIR THIN ITIO E jjII �;�` 1414.2' ROOFTOP, R410A 12 ��' MITSUBISHI; MODEL MUY-GEO9NA ,+ t r : TELLER „ „ 237 MED 208/60/1 9,000 70 cr i i K-0013844 -••- ►14 --1 k _ SUPPLY RETURN, NOT WITHIN Ain-�OO�.cD _ 2 1 SEER MINIMUa� i DIFFUSER N CONDITIONED SPACE IN CONCRETE, IN GROUND �I+) + +�N{i�,,; OUTSIDE AIR R-5.3 ROOFTOP, R410A` ' 12 ; MITSUBISHI; MODEL MUY-GE09NA h 1��1111;�,1 EXHAUST AIR RISER ;' INTAKE TELEPHONE AIR-COOLED 237 MED 208/60/1 9,000 ©' 70 21 SEER MINIMUM K-0013844 % ;+' SUPPLY WITH SUPPLY 1i �Il SUPPLY DRUM -�-- AIR TEMP <55' F OR WITHIN CONDITIONED SPACE R-5.3 LOUVER OR REGISTER >105' F FLEXIBLE DUCT ' " O UNIT SHALL BE OWNER PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR. PROVIDE UNIT WITH WINTER KIT, LOW AMBIENT CONTROLS, . h„ �: „ (6 0 MAX) - u {; CRANKCASE HEATER, MATCHING LIQUID SOLENOID VALVE, HIGH AND LOW PRESSURE SWITCHES AND COMPRESSOR TIME GUARD CYCLE PROTECTOR. NOTES: MANUAL VOLUME DAMPER. RETURN GRILLES 1. ALL NEW AND RELOCATED DUCTS SHALL MEET OR EXCEED THE SPECIFICATIONS LISTED. 2. REQUIREMENTS APPLY TO THE DUCT TYPE LISTED WHETHER HEATED OR MECHANICALLY COOLED. MECHANICALLY DURO DYNE 8008-SRC380 (3/8" CONCEALED) W/ ROD EXTENSION COOLED DUCTS REQUIRING INSULATION SHALL HAVE A VAPOR RETARDER, WITH A PERM RATING NOT GREATER THAN 0.5 AND ALL JOINTS SEALED : .( .,,:,. :, r„ , Eg ra , 3. ALL SPECIFICATIONS AND REQUIREMENTS LISTED SUPERSEDE AND OVERRIDE ALL REQUIREMENTS LISTED IN EXHAUST GRILLE 11-0029-01/ SPIN-IN FITTING W/ 45' AIR SPECIFICATIONS BOOK M02 EC150MO4 i EXTRACTOR AND MANUAL VOLUME a PM: FMG icr DAMPER. T THERMOSTAT INSULATION TYPES: MINIMUM DENSITIES AND OUT OF PACKAGE THICKNESS. NOMINAL R-VALUES ARE FOR THE DRAWN: JJR O � INSULATION AS INSTALLED AND 0 INCLUDE{ D NOT AIR FILM RESISTANCE. SMOKE DETECTOR WIRED INSTALLED: S TEMPERATURE SENSOR HVAC BY EMS CONTROLS CONTRACTOR. R-5.3 2.0 INCH 0.75 LB/CU.FT. MINERAL OR GLASS FIBER BLANKET, 1.5 INCH 1.5 TO 3,0 LB/CU.FT. DUCT r LOCATE IN RETURN DUCT PER CODE LINER, MINERAL OR GLASS FIBER BLANKET, 1.5 INCH 3.0 TO 7.0 LB/CU.FT. MINERAL OR GLASS FIBER SCHEDULES BOARD OR EQUIVALENT TO PROVIDE AN INSTALLED TOTAL THERMAL RESISTANCE OF AT LEAST R-5.3 yi3`: r CO2 CARBON DIOXIDE MONITORING STATION R-7.0 3.0 INCH 0.75 LB/CU.FT. MINERAL OR GLASS FIBER BLANKET, 2.0 INCH 1,5 TO 3.0 LB/CU.FT. DUCT (SHE ET 2 OF 2) LINER, MINERAL OR GLASS FIBER BLANKET, 2.0 INCH 3.0 TO 7.0 LB/CU.FT. MINERAL OR GLASS FIBER BOARD OR EQUIVALENT TO PROVIDE AN INSTALLED TOTAL THERMAL RESISTANCE OF AT LEAST R-7.0 A BUILDING PRESSURE MONITOR 7 0 l{i d I Y 5 ' } � 'i{F,,, iv::. 1+, '�� .q � I� lr- II,1 N I V11 STORE #00375 TIGARD EXEC _ REICA SYiI © J �EeEKID © IICL = � Y © 1 SYMBOL DESCRIPTION SYMBOL DESCRIPTION REV. NO. REVISIONS DATE '1565 SW PACIFIC I- _ - TIGARD, OR 97223 3 0 CEILING LIGHT FIXTURE F FAX _ _ — =� () CEILING LIGHT FIXTURE REFURBISHED AND RELOCATED ## TELEPHONE W/ 3/4"C. TO ABOVE ACCESSIBLE CEILING UNLESS OTHERWISE NOTED. _ P-PAY PHONE, W=WALL MOUNT +48", II INDICATES ADDRESS OR NUMBER Eo WALL LIGHT FIXTURE COMBINATION TELE/DATA OUTLET WITH 3/4"C TO ABOVE ACCESSIBLE CEILING 1—\ — _. MS ## UNLESS OTHERWISE NOTED: # INDICATES ADDRESS OR NUMBER ' ; MASTER/SLAVE FIXTURE COORDINATE EXACT REQUIREMENTS WITH NETWORK SERVICES A — — { —S ^ � -�- RECESSED FLUORESCENT —#1 DATA OUTLET W/CONDUIT, # INDICATES ADDRESS OR NUMBER / \ — FRED EYE STORES MS COORDINATE EXACT REQUIREMENTS WITH NETWORK SERVICES A - - MASTER/SLAVE FIXTURE A = MASTER CIRCUIT INC. ' -S ED ELECTRONIC DISPLAY - _ --�-'� RECESSED FLUORESCENT B = SLAVE CIRCUIT A,B 1 0 THERMOSTAT: FURNISHED BY MECH., INSTALLED AND CONNECTED BY ELECT. A RECESSED FLUORESCENT FIXTURE — — 3800 SE 22ND AVENUE '� �` EMERGENCY EGRESS: FLUORESCENT RECESSED FIXTURE �` TELEPHONE TERMINAL BOARD - PORTLAND, OREGON, 97202 A --f - PANELBOARD — 503.232.8844 Nose, i., ; EXISTING EMERGENCY EGRESS: FLUORESCENT RECESSED FIXTURE TO REMAIN �; f; ,.. .: EXISTING PANELBOARD /-� 503.797.3509 FAX EXISTING FLUORESCENT FIXTURE AA L '; f T,_,...� C WALL CLOCK RELOCATED FLUORESCENT FIXTURE TO REMAIN war imi•Ii.“ llit PHOTOCELL TORK NO 2101,(120V) TORK NO 2104,(277V) r NL F—BAY NIGHT LIGHT/STANDBY FLUORESCENT FIXTURE A\ - _ Q TELEVISION OUTLET /— ._LS F—BAY FLUORESCENT FIXTURE O -- ;� ± INTERCOM OUTLET A — { SL F—BAY STANDBY LIGHTING FIXTURE , 40 a= EXISTING FLUORESCENT FIXTURE TO REMAIN SMOKE DETECTOR { e 4t► HEAT DETECTOR f �� E � FLUORESCENT LIGHT FIXTURE 4 ° 7 � 1: 4 DUCT SMOKE DETECTOR TECTOR PROVIDED AND CONNECTED BY EC. INSTALLED BY M.C. - rd ,4, .,d.. rs: y ru"t i , .„. s ws ,' y 4 EMERGENCY EGRESS: FLUORESCENT FIXTURE h �-I ,; y r r M MOTION SENSOR k� ,a ,',r, ! � e, #a ;i R 1a[t STANDBY LIGHTING: FLUORESCENT FIXTURE Engineering Consultants Incorporated f MANUAL PULL STATION 111 Ln1 UV a U�.I Q6c-- _ 303 Federal Way Boise,Idaho 83705 TRACK LIGHT WITH HEADS 0 GAS DEVICE OUTLET EMERGENCY LIGHT NOTE: Phone(208)376-9820 Fax(208)376-9822 t ; _ --�- •p4 ARROWS DENOTE CHEVRON FACES pj O JUNCTION BOX DRAWING TITLE a www.eciboise.com si "' HATCH DENOTES FACE DIRECTION M GENERATOR WITH CONTROL PANEL, SEE ONE LINE DIAGRAM AND SPECIFICATIONS. ELECTRICAL •.' CEILING MOUNTED EXIT LIGHT 0 MOTOR CONNECTION E0.0 ELECTRICAL SYMBOLS / SHEET INDEX 1.Lai;. '=4 ' WALL MOUNTED EXIT LIGHT. SHADED QUADRANTS ARE FACES TO BE USED R 277V LIGHTING RELAY °,.. ... •-•. -_.•, _ e ED1 DEMOLITION — LIGHTING PLAN , ' EMERGENCY LIGHT FIXTURE WITH BATTERY PACK 0 SOLENOID ED2 DEMOLITION — POWER PLAN E1.1 a LIGHTING PLAN — AREA A .11P DOCK LIGHT — ® CONTROL OR ETHERNET PANEL E1 1 b LIGHTING PLAN AREA B 4 N _. E1 1 c LIGHTING PLAN AREA C NORTHWEST S SINGLE POLE SWITCH • -• PLUGMOLD STRIP, SIZE AND TYPE AS INDICATED E1.1 d LIGHTING PLAN — AREA D El.1 e LIGHTING PLAN — AREA E SX TWO POLE SWITCH en TIMECLOCK El.1f LIGHTING PLAN — AREA F DECOR , , S3 THREE WAY SWITCH ? S El.2o SPECIALTY LIGHTING PLAN — AREA A FIRE ALARM STROBE (?=CANDELA} E1.2b SPECIALTY LIGHTING PLAN — AREA B (REMODEL) I S4 FOUR WAY SWITCH y► E1.2c SPECIALTY LIGHTING PLAN — AREA C (, FIRE/SMOKE DAMPER El.2d SPECIALTY LIGHTING PLAN — AREA D E1.2e SPECIALTY LIGHTING PLAN — AREA E SD —� DIMMER SWITCH ? HS FIRE ALARM COMBINATION HORN STROBE ?=CANDELA ( } E1.2f SPECIALTY LIGHTING PLAN — AREA F KEYED SWITCH DB FIRE ALARM HORN El.3o POWER PLAN — AREA A MOTOR RATED SWITCH E1.3c POWER PLAN - AREA C w � BELL { I El.3d POWER PLAN — AREA D S MOTION SENSOR SWITCH BUZZER E1.3e POWER PLAN — AREA E SOS El.3f POWER PLAN AREA F OCCUPANCY SENSOR SWITCH KEY PAD E1.4 ROOF POWER PLAN E1.4.1 REFRIGERATION POWER PLAN PILOT SWITCH ©. CHIME Sp E1.4.2 EXISTING REFRIGERATION DEFROST ST TIMER SWITCH TRANSFORMER - E1.4.3 REVISED REFRIGERATION DEFROST E1.5 ELECTRICAL AND PLUMBING ROUGH—IN PLANS — SERVICE DELI ,1 STO THERMAL OVERLOAD SWITCH DC MAGNETIC DOOR SECURITY SWITCH El.5.1 ELECTRICAL AND PLUMBING ROUGH—IN PLANS — CHEESE/OLIVE/SALSA/BAKERY f El.5.2 ELECTRICAL AND PLUMBING ROUGH—IN PLANS MEAT PREP/SEAFOOD SV VARIABLE SPEED SWITCH r in MAGNETIC LOCK (BY OTHERS) E1.5.3 ELECTRICAL AND PLUMBING ROUGH—IN PLANS — PRODUCE SWP WEATHERPROOF SWITCH 4 ■ MAGNETIC DOOR HOLDER El.5.4 ELECTRICAL AND PLUMBING ROUGH—IN PLANS — SCHEDULES E4.1 ELECTRICAL ENLARGED LIGHTING PLANS — JEWELRY N' i SWITCH W/OUTLET 4�ry DOOR STOPPER E4.1.1 ELECTRICAL. ENLARGED POWER PLANS — JEWELRY E4.2 ELECTRICAL ENLARGED POWER PLANS So DESIGNATED SWITCH CR' CARD READER E4.2.1 ELECTRICAL ENLARGED POWER PLANS E4.2.2 ELECTRICAL ENLARGED POWER PLANS CIO MULTIPLE PUSHBUTTON (START/STOP) PP TWO SECTION DATA, POWER POLE AS INDICATED E4.2.3 ELECTRICAL ENLARGED POWER PLANS E5.2 ELECTRICAL STANDARD DETAILS CY DISCONNECT , PB PULL—BOX a E5.2.1 ELECTRICAL STANDARD.DETAILS E5.2.2 ELECTRICAL STANDARD DETAILS .as COMBINATION DISCONNECT/STARTER OS OCCUPANCY SENSOR, CEILING MOUNT E5.2.3 ELECTRICAL STANDARD DETAILS V OCCUPANCY SENSOR,' Eli SOR, WALL MOUNT E5 2 4 ELECTRICAL STANDARD DETAIL E5.2.5 ELECTRICAL STANDARD DETAILS PUSH BUTTON START/STOP) CCTV CAMERA E5.2.6 ELECTRICAL STANDARD DETAILS 4�`+ FLOW SWITCH E5.2.7 ELECTRICAL STANDARD DETAILS r`a ' ' , MOLDED CASE CIRCUIT BREAKER, SIZE AS INDICATED, COORDINATE REQUIREMENTS E5.2.8 ELECTRICAL STANDARD DETAILS • TAMPER SWITCH E6.1 ONE LINE DIAGRAM i MICROPHONE OUTLET E6.1.1 ONE LINE DIAGRAM 0 CLOCK OUTLET, SIMPLEX STYLE, HEIGHT AS INDICATED E6.1.2 BUILDING LOAD SUMMARY �� ; PA SPEAKER E6.2 PANEL SCHEDULES 9 SIMPLEX OUTLET E6.2.1 PANEL SCHEDULES liCal SPEAKER WITH VOLUME CONTROL E6.2.2 PANEL SCHEDULES PP SIMPLEX PENDANT OUTLET E6.2.3 PANEL SCHEDULES W Ell WALL SPEAKER E6.2.4 DEMO PANEL SCHEDULES , 9 DUPLEX CONVENIENCE OUTLET gp CEILING SPEAKER E6.3 LIGHTING FIXTURE SCHEDULE 9C CEILING MOUNT OUTLET TYPE AS INDICATED C E6.3.1 LIGHTING FIXTURE SCHEDULE 4 1 QGFIR GROUND FAULT INTERRUPTER RECEPTACLE C CEILING FIRE ALARM SPEAKER A Ell WALL FIRE ALARM SPEAKER +18"WP WEATHERPROOF RECEPTACLE S 123 ARCHITECTURAL ROOM NO ISOLATED GROUND, SURGE SUPPRESSION RECEPTACLE Ic AC ABOVE COUNTER ;PIG ISOLATED GROUND RECEPTACLE DC DROP CORD QUADRAPLEX OUTLET PERMIT SET 0 SPECIAL PURPOSE OUTLET, MATCH RECEPTACLE TO 'NEMA' PATTERN OF EQUIPMENT ' SOLID HEAVY- LINE INDICATES RACEWAY AND OR CONDUCTORS ABOVE FINISHED FLOOR. ————— DASHED HEAVY LINE INDICATES RACEWAY AND OR CONDUCTORS BELOW FINISHED FLOOR. DIRECT CONNECTION 1 e ■ AIL +26"EWC ELECTRIC WATER COOLER OUTLET MECHANICAL EQUIPMENT NO. 0 0 FLOOR OUTLET NW--ESD O CONDUIT UP 103 DETAIL NUMBER CALLOUT . iiiiiiiii O CONDUIT DOWN PADDLE FAN }ry DENOTES EXISTING(E) (N) i DENOTES NEW SOT a TEMPERATURE SENSOR lir (R) I DENOTES RELOCATED LESLIE STITIi,P.E. NEW CIRCUIT UNMARKED CONDUITS :. CONTAIN 2 CONDUCTORS. 111 0 ii.,0 ' ' 1 �} . PANEL HOMERUN 3/4" �r �,�. �I .7. ©` / LIGHTING OR MINIMUM RACEWAY � POWER OUTLETS U NLESS NOTED THREE POLE BREAKER , 4007 �, � `®� .®'_ � � ;� OTHERWISE '��, P � A ;yrr �;�r �;�tk a ,; �C'N!'il°A-1(3,5) ©` NO. OF CONDUCTORS N.--4-12-3/4"C. IE. . 1.o SIZE OF CONDUCTORS ''�� } U w W S S3 SP STO ©' *co r. i SIZE OF RACEWAY { w b -�I, `� ISOLATED GROUND CIRCUITRY °'""'''C 3,5 _ 6-10CU-1"C DATE DESCRIPTION {t ®I A 3-1OCU ISOLATED GND . $o 1-1OCU EQUIPMENT GND FIN. FLR. f ,, THREE SINGLE POLE CIRCUITS NOTE MOUNT DEVICES AT HEIGHTS INDICATED EXCEPT AS 6--1,3,5 ' OTHERWISE SHOWN ON THE DRAWINGS. —10CU-3/4"C 1-10CU EQUIPMENT GND ' NOTE: LIGHTING RACEWAYS SHALL CONTAIN A MINIMUM OF NO 10 THHN. ALL u OTHER CIRCUITS WITH MORE THAN 3 CURRENT—CARRYING CONDUCTORS SHALL BE SIZED AS PROVIDED BY CURRENT NEC TABLE 310.16 • THROUGH 310.19 `ADJUSTMENT FACTOR FOR MORE THAN THREE CURRENT—CARRYING CONDUCTORS IN A RACEWAY OR CABLE'. i , ilElleNTS Ir - Q D TIIL NOT TO SCALE NOT TO SCALE ' REFERENCE ONLY MG2 11-0023-011 ECI 50M04 'NOT APPROVED WITH THIS PERMIT PM: MAP' DRAWN: RKD . ELECTRICAL SYMBOLS/ SHEET INDEX ,, , „, , 4 , , ,, _ ,, , _ ,„ , „.., II EO 0 q a ... j • 4 sal BAKERY EQUIPMENT FUR IS ED BY OWNER) ELECTRICAL ROUGH-IN PLUMBING ROUGH-IN - • QTY ITEM NUMBER DESCRIPTION REMARKS VOLTS PHASE AMP W/KW HT AFF REMARKS HW CW HT IND DIR HT GAS MBTU HT REMARKS ITEM NUMBER STORE #00375 E ' 1 B100 AIR BRUSH W/COMPRESSOR BAKERY CRAFTS MODEL AB-C3 120 1 - 2.4 288W +48" NEMA 5-15P B100 2 8211 BR-80S SINGLE DOOR(80"DEEP)PROOFER/RETARDER(REMOTE) BAXTER 208 1 42 0 8.7KW +100" DIRECT CONNECT W/208V MOTOR&120V CONTROL CIRCUIT 1/2" +80" FS B211 R-80S TIGARD 1 B213 ROUND PASTRY CASE CREATIVE MERCHANDISING SYSTEMS, INC. 120 1 1.31 157W +18" NEMA 5-15P B213 1 B299-12 (4)3'CAKE MENU BOARD SECTIONS(12'OVERALL) GSP 120 1 .56 68W CLG NEMA 5-15P _ B299-12 2 B44N SERVICE SCALE/UPC PRINTER/NARROW LABELS HOBART QUANTMI-1 PLU SCALE&PRINTER 120 1 1.25 150W +48" NEMA 5-15P B44N - - - - � � - �1585 SW PACIFIC HWY J;; 1 B55D VARIABLE WIDTH BREAD SLICER OLIVER 120 1 13W 1560W +48" NEMA 5-15R, DEDICATED CIRCUIT B455D TIGARD, OR 97223 1 B55SS SELF SERVE BREAD SLICER JAC MODEL 450 120 1 6.2 550W +48" NEMA 5-15P B55SS 1 B99CDB CAKE IMAGING MACHINE BAKERY CRAFTS MODEL AB-C3 120 1 8.6 1027W +48" NEMA 5-15P B99CDB 2 BUAB5CS 5'ARTISAN BREAD SECTION CSC WORLD WIDE 120 1 1.31 120W +18" ° NEMA 5-15R _ BUAB5CS 1 BUABB5CS 5'ARTISAN BAGUETTE SECTION CSC WORLD WIDE 120 1 1.31 120W +18" NEMA 5-15R BUABB5CS 1 GCR7 HOSE REEL OWNER PROVIDED 3/4" 16" HW VIA PROPORTIONER(BY VENDOR) GCR7 1 GE186 MICROWAVE SHARP MODEL R21 JC 1000W OUTPUT 120 1 10 1680W ' +48" NEMA 5-15P GE186 1 PLIL-24 I COMPARTMENT SINK(24" LHDB) UNIVERSAL STAINLESS K-1N24-LD24 1/2" 1/2" +16" FS PLIL-24 FRED 1 PL3-20 3 COMPARTMENT SINK(20" DB) UNIVERSAL STAINLESS K-3N2028-2D20 1/2" 1/2" +16" 2"' +8.5 PL3-20 MEYER 1 PLHSW WALL MOUNT HAND SINK UNIVERSAL STAINLESS K-CHS-1-WM 1/2" 1/2" +16" 2" +18" PLHSW INC.e 2 T8S 8'ENCLOSED TABLE W/UNDERSHELF PROVIDE POWER FOR TABLE TOP EQUIPMENT AS SHOWN&800W 120 1 6.7 800W +48" AS REQUIRED BY CODE T8S 3800 SE 22ND AVENUE PORTLAND, OREGON, 97202 503.232.8844 503.797.3509 FAX '5:y iW 7y� EE ,F� p Y,N � Y I Ar'MI »„ � 4 x oy- s1 h, 14 1 3 ,? � DELI EQUIPMENT (FURNISHED BY OWNER) ELECTRICAL ROUGH-IN PLUMBING ROUGH-IN r% - } �� < cr f4Y 'i '5{ H ;R, Engineering Consultants Incorporated QTY ITEM NUMBER DESCRIPTION REMARKS VOLTS PHASE AMP W/KW HT AFF REMARKS HW CW HT J IND DIR HT GAS MBTU HT REMARKS ITEM NUMBER 303 Federal Way Boise,Idaho 83705 Phone(208)376-9820 Fax(208)376-9822 1 D101C FROZEN BEVERAGE DISPENSER(4 BARREL) CORNELIUS 208 1 `04.8 3.1 KW +48 NEMA L6-30P, INCLUDES 1.0 KVA BUCK BOOST XFRM D101C ( ) ( ) 6 D115 COUNTERTOP WRAPPER HEAT SEAL 120 1 10.0 1200W +48 NEMA 5-15P, MOUNT AS SPECIFIED UNLESS NOTED D115 www.eciboise.corn 1 D132B NU-VU MOBILE HOLDING CABINET NU-VY(CINCINNATI ICE) 120 1 16.0 1920W +48" NEMA 5-20P CORD &PLUG W/UNIT D132B 1 D137 HOBART PANINI DOUBLE GRILL HOBART HCG2 CONVENIENT GRILL 208 1 18.0 3744W +48 NEMA L6-30P D137 3 D14BS-480 SELF COOKING SINGEL OVEN W/STAND RATIONAL 480 3 33.0 21 KW +21.5" DIRECT CONNECT, 40A SHUNT TRIP BREAKER REQ. 3/4" +12" FS D14BS-480 1 D179-480 PASS-THRU TALL DISHWASHER(480V) HOBART AM-15T 480 3 11.6 9.6 KW +60" STACK MOUNT DISCONNECT SWITCH 3/4" +6" FS 2"EQUIP. DRAIN DRAINS TO FS D171 ( } +60" STACK MOUNT DISCONNECT SWITCH D179-480 { ';k 1 D179-480 PASS-THRU DISHWASHER BOOSTER HEATER 480V HOBART AM-15T 480 3 15.6 12.9 KW 1 D182 CHEESE SHREDDER DITO DEAN TR FOOD PROCESSOR 120 1 8.5 1020W +48" NEMA 5-15P D181 NORTHWEST 1 D183 SALES AREA MICROWAVE CINCINNATI ICE 120 1 14.0 1680W +48" _ NEMA 5-15P D183 8 D23N SERVICE SCALE/UPC PRINTER HOBART QUANTUMI-1 WITH NARROW LABELS 120 1 1.5 180W +48" NEMA 5-15P, 3/4"C TO ECR RM,COORDINATE HEIGHT D23N 5 D25 AUTOMATIC MEAT SLICER BIZERBA MODEL SE 12 D 120 1 6.6 740W +48" NEMA 5-15P D23T DECOR 1 D262SC50 50#UNDERCOUNTER BLAST CHILLER(SELF CONTAINED) TRAULSEN (2)120 1 9.3 1995W +48" (2)120V SEPARATE DEDICATED CCTS W/(2)NEMA 5-15P D262SC50 1 D263D ICED TEA BREWER BUNN 120 1 14.2 1700W +48" NEMA 5-15P D263D (RE M 0 D E L) tFik3 aV I D278 FOOD PROCESSOR ROBOT COUPE(HUBERT) 120 1 3.1 373W +48" NEMA 5-15P D278 1 D279-5D ROUND SOUP BAR(6 WELL) COLUMBUS SHOWCASE 120/208 1 15:95 3318W +48" NEMA L14-20P D279-5D 1 D279SC AMTEKCO HOT/COLD SOUP ISLAND 120/208 1 26.9 5595W +48" NEMA L14-20P D278 1 D282FSC CHEF ON THE RUN (SELF CONTAINED) COLUMBUS SHOWCASE 120/208 1 14.0 2912W +48" DIRECT CONNECT,CORD BY E.C., LOCK ON BRKR. D282FSC 4 D299HF-12 ILLUMINATED MENU BOARD(4 PANEL LED) GSP 120 1 .56 68W +24" NEMA 5-15P D99HF-12 1 D2THF6B AMTEKCO 6'CIRCULAR TWO TIER HOT FOOD ISLALND 120/208 1 j 272 5.7 KW +48" DIRECT CONNECT,CORD BY ELECTRICAL CONTRACTOR D2THF6B 0310 SELF SERVICE MILK SHAKE MACHINE FREAL 120 1 12.7 . 1528W +48" NEMA 5-15P 0310 1 D310SC FREEZER FOR MILK SHAKE CUPS FREAL 120 1 5.0 600W +48" NEMA 5-15P D310SC 2 D40A PRESSURE FRYER(HIGH VOLUME) BKI FKM-F 208 3 47 13 KW +24" DIRECT CONNECT, 60A SHUNT TRIP BREAKER REQ. D40A 2 D41 CUSTOM MILLWORK COUNTER PROVIDE 20 AMP CIRCUIT FOR PLUGMOLD ON COUNTER 120 1 8.3 1 KW +18" J-BOX BELOW COUNTER, COORDINATE HEIGHT D41 1 D62116 16 BRAND BEVERAGE DISPENSER W/ ICE MACHINE CINCINNATI ICE 120 1 (3)9.3 (3)1116W +48". NEMA 5-30P CORD& PLUG (PROVIDE 3 OUTLETS) D62116 1 D96B UNDERCOUNTER HOT HOLDING CABINET HATCO MODEL FSHC-7 120 1 14.1 1697W +48" NEMA 5-15P D76T 1 DHFSI2B-2 12'"OPEN AIR"HOT CASE COUNTER BARKER CWC-12 120/208 3 39.0 13.8 KW +24" LOAD CNTR,4W+PRE-WIRED CO'S, 70A BRKR DHFS12B-2 ME GEIH ELECTRIC INSECT CONTROL UNIT GARDNER MFG MODEL GT-180 120 1 1,4 30W +66" NEMA 5-15P,6'CORD GEIH GE38 DELI CASH REGISTER 4 IBM 120 1 4.2 500W +24" NEMA 5-15P GE38 Mill GE54G-18 18'x 5'MEDIUM DUTY HOOD CAPTIVE AIRE 208 3 1.5 540W DIRECT CONNECT,W/(7) 100W INCANDESCENT LIGHTS SEE HVAC DESIGN DATA SHEET GE54G-18 1 GE54G-4 4'x4'MEDIUM DUTY HOOD CAPTIVE AIRE 120 1 7.2 864W DIRECT CONNECT,W/(2) 100W INCANDESCENT LIGHTS SEE HVAC DESIGN DATA SHEET GE54G-4 s 1 PLIL-24 1 COMPARTMENT SINK(24"LHDB) UNIVERSAL STAINLESS K-I N24-LD24 1/2" 1/2" +16" FS PLIL-24 4 1 1 PL20 EMERGENCY EYEWASH PER SPECIFICATIONS 1/2" +41" FS PL20 1 PL4L 4 COMPARTMENT SINK W/DISPOSER UNIVERSAL KR-SDT-140"-LR,KR-CDT-2-LR, I.S.E.#55-200-7-MS 208 3 3.3 1188W +24" 2 HP, ELEC.CONTR, RUN TO& FROM DISPOSER 1/2" 1/2" +16" 2" +8.5" DISPOSER DIRECT CONN.TO HUB DRAIN PL4L 3 PLHSW WALL MOUNT HAND SINK UNIVERSAL STAINLESS K-CHS-I-WM 1/2" 1/2" +16" 2" +18" PLHSW 2 T4D 4'ENCLOSED TABLE PROVIDE POWER FOR TABLE TOP EQUIPMENT AS SHOWN&800W 120 1 6.7 800W +48" AS REQUIRED BY CODE T4D 1 T4SCF 4'PREP FRZ W/POLY TOP FREEZER, HOBART CUF-48 120 1 13.6 1632W +18" REQ'D LOCKED ON DEVICE @ PANEL T4D 1 T5DSC 5'TABLE W/REFER BASE(SELF CONTAINED) TRUE 120 1 5.1 612W +18" REQ'D LOCKED ON DEVICE a@ PANEL T5DSC m 3 T6D 6'ENCLOSED TABLE PROVIDE POWER FOR TABLE TOP EQUIPMENT AS SHOWN&800W 120 1 6.7 800W +48" AS REQUIRED BY CODE T4PN 1 T6SC 6'TABLE W/REFER BASE LAROSA REFRIGERATION 120 1 10.5 1265W l +18 AS REQUIRED BY CODE I T6SC PERMIT SET lt3Omll ET/SEAF /S S I EQUIPMENT (FURNISHED BY O N E ) ELECTRICAL ROUGH-IN PLUMBING ROUGH-IN QTY ITEM NUMBER DESCRIPTION REMARKS VOLTS PHASE AMP W/KW HT AFF REMARKS HW CW HT IND DIR HT GAS MBTU HT REMARKS ITEM NUMBER 1 GE11 RECEIVING DESK-WALL 120 1 42 500W +54" GE1 I 1 GE1 H ELECTRIC FLY CONTROL UNIT GARDNER MFG MODEL GT-200 120 1 3 30W +54" GE1 H 1 GE1S ELECTRIC WALL SCONCE INSECT CONTROL UNIT GARDNER MFG MODEL WS-85 120 1 1.4 15W +60" NEMA 5-15P,6'CORD GE1S linir 1 M10 MEAT SAW BIRO 3334-SS-KROGER 2HP BANDSAW 208 3 5.9 2124W +24" DIRECT CONNECT x±10 I MI IN SERVICE SCALE/UPC PRINTER/NARROW LABEL HOBART QUANTUM-1 120 1 1.5 180W +48" 3/4"C TO ECR ROOM M11N 1 MI6H MEAT TENDERIZER HOBART 403-1 120 . 1 7.6 972W +48" NEMA 5-15P. M16H 1 M23 STEP SAVER WRAP AND WEIGH HOBART 120 1 8.5 1020W +36" NEMA 5-15P d M23 1 M29-480 MINI-32 MIXER-GRINDER W/STAND BIRO 3 HP 480 3 4.8 4.0 KW +24" DIRECT CONNECT M29-480 LESLIE STITH,P.E. 1 M32 MANUAL MEAT CARRIAGE SLICER BIZERBA SE12LA 120 1 6.6 792W +48" NEMA 5-15P M32 1 M40 LIGHT DUTY KNIFE SHARPENER (FM#M3)HOBART BEI-1 120 1 3.5 385W +48" NEMA 5-15P M40 1 M41 COUNTER W/PLUGMOLD 120 1 13.3 1600W +48" DIRECT CONNECT M41 � , 1 M54-12 12'MEAT SERVICE CASE HUMIDITY CONTROL/TIMER _ PRODEW 120 1 14.6 1752W +24" AS REQUIRED BY CODE M54-12 �" a ' rr 1 M60 HAM GLAZER FLAME-ENG LOCAL M-60 . l E _ ,r 1 M61 HOBART F-101 FAT PERCENTAGE MEASURING KIT HOBART F101-1 120 1 4.5 540W +48" NEMA 5-15P M61 y' A`k 9201 ' , '' 1 MLR-HWBSCLRBH MEAT WRAPPER W/HANDWRAP&BELT SEALER HOBART ACCESS-CLA SEMI AUTO MEAT WRAPPER 120/208 1/1 REMARKS REMARKS REMARKS SEE DWGS FOR MULTIPLE CIRCUIT/LOAD CONNECTIONS MLR-HWBSCLRBH r '7 '' 'i 1 S24N SERVICE SCALE/UPC PRINTER/NARROW LABEL HOBART QUANTUM-1 120 1 1.5 180W +48" 3/4"C TO ECR ROOM S24N 0- ,,%, 4k, vk "� if 1 S36TR-12 REMOTE ICE FLAKER W/CART TRANSP.SYSTEM(2000 LB.) SCOTSMAN& FOLLET(CINCINNATI ICE) (2)120 1 5.8 (2)696W +48" DIRECT CONNECT _ S36TR-12 . 1 S54-12 12'MEAT SERVICE CASE HUMIDITY CONTROL/TIMER PRODEW 120 1 14.6 1752W +24 AS REQUIRED BY CODE S54-12 4 'ik: „'' 3 T4D 4'ENCLOSED TABLE PROVIDE POWER FOR TABLE TOP EQUIPMENT AS SHOWN&800W 120 1 6.7 800W +48" AS REQUIRED BY CODE T4D - 3 T4S 4'OPEN TABLE W/UNDERSHELF PROVIDE POWER FOR TABLE TOP EQUIPMENT AS SHOWN&800W 120 1 6.7 800W. +48" AS REQUIRED BY CODE T4S t I -T8D 8'ENCLOSED TABLE PROVIDE POWER TOP OF EQUIPMENT AS SHOWN 120 1 6.7 800W +48" AS REQUIRED BY CODE T8D 0 DATE DESCRIPTION ■ i PRODUCE EQUIPMENT (FURNISHED BY OWNER) ELECTRICAL ROUGH-IN PLUMBING ROUGH-IN QTY ITEM NUMBER DESCRIPTION REMARKS VOLTS PHASE AMP W/KW HT AFF REMARKS HW CW HT IND DIR HT GAS MBTU HT REMARKS ITEM NUMBER 1 E102 THINCLIENT&MONITOR NEOWARE&DELL(SARCOM) 120 1 .5 56 +54" NEMA 5-15P E102 " 1 GE1I RECEIVING DESK-WALL LOTH&MBI 120 1 4.2 500W +54" NEMA 5-15P GE11 MG2 DRAWN:11-0029-01/RKD EC!50M04 1 KES MISTING MISTING SYSTEM CONTROL UNIT PRO-DEW 120 1 9.8 1176W +30" PROVIDE QUAD OUTLET,COORDINATE W/PLUMBING 1/2" HD KES MISTING PM: MAF 1 P21 PRODUCE WRAPER(3 ROLL)(FLOOR MODEL) HEAT SEAL 120 1 10 1200W +30" NEMA L5-20P P21 2 P3I N SERVICE SCALE/UPC PRINTER/NARROW LABELS HOBART QUANTMI-1 PLU SCALE&PRINTER 120 1 1.25 150W +46" NEMA 5-15P P3I N 1 P43B REVERSE OSMOSIS UNIT FOR PRODUCE MISTING PRODEW 120 1 1.2 138W +30" COORDINATE INSTALL W/PLUMBING/DEDICATED CIRC 1/2" HD P43B 1 P62 WATER SANITATION UNIT W/WATER BOOSTER STERILOX 120 1 11.5 1380W +24" CONFIRM HEIGHT W/FOOD MANAGER P62 ELECTRICAL 1 P7 SINGLE ROLL HANDWRAP TABLE TOP HEAT SEAL-625A 120 1 10 1100W +48" NEMA 5-15P, MOUNT RECEPTACLE HORIZONTALLY ' P7 2 T6D 6'ENCLOSED TABLE PROVIDE POWER FOR TABLE TOP EQUIPMENT AS SHOWN&800W r 120 1 6.7 800W +48" AS REQUIRED BY CODE ° T6D PLUMBING 1 T6L-36 6'OPEN TABLE W/LEGS ONLY PROVIDE POWER FOR TABLE TOP EQUIPMENT AS SHOWN&800W 120 1 6.7 800W +48" AS REQUIRED BY CODE T6L-36 ROUGH-IN PLAN SCHEDULES REFERENCE ONLY R,= NOT APPROVED WITH THIS PERMIT E i g A +6i..,9,i5`.r 7:§d 11n� rY�:� .,ok .4 ' t ''- arc ir,Y ,r r _ I _. WAL I_ MTG. DETAIL ' I MTG. DETAIL �,/ �'\ UNDER SHELF NOTE: TYP. OF 2) / i TYP. OF 1 r UPPER UNDER SHELF .T5 FIXTURE SUPPLIED BY DISPLAY FIXTURE -; ( ) - 1 ';t UPPER & LOWER ( ) i ► -- i MANUFACTURER. COORDINATE WITH NON-FOOD RELAY MANAGER -, m P `, ` i�-- �� CORNICE �� _ CORNICE FOR LIGHTS. INSTALLATION BY ELECTRICAL CONTRACTOR. / ', �� TUBE GUARD TUBE GUARD ELECTRICAL CONTRACTOR SHALL INSTALL LIGHTS WITH THE POWER FEED - j ' E4 -- (SEE NOTE) ,, - (SEE NOTE BELOW) 1 I t f` END LOCATED NEAREST TO THE OUTLETS TO POWER THE FIXTURES. ; i J, , FIXTURES DAISY CHAIN CONNECT WITH PROVIDED POWER CABELS THE WALL _ i' NOTE: - ;/ NOTE: WN I THIS AIL. CABLE LIMITATIONS ARE DISPLAY ; i STORE #00375 ENTIRE LENGTH AS SHO N DET ; ' �� / ELECTRICAL CONTRACTOR TO M �,r ELECTRICAL CONTRACTOR TO 120 VOLT 6 AMPS. TUBE GUARDS ARE PROVIDED AND WILL NEED TO BE t� FIXTURE// �� - \ PROVIDE LAMP TUBE GUARDS TO r PROVIDE LAMP TUBE GUARDS TO INSTALLED WITH THE SHELF LIGHTS. i > > ' ,-..__4 --- BE INSTALLED ALONG ENTIRE LENGTH ` �'� '._._„_ __ -;''� BE INSTALLED ALONG ENTIRE LENGTH .. CORNICE SUPPORT BRACKET _ -- l OF CORNICE LIGHTS. OF CORNICE LIGHTS. __ LIGHT FIXTURE SIGN COVER LIGHT I MC CABLE/FLEX CONDUIT E- SEE NW ESD-63 - _ l; '' 16'-°„ A.F.F. ! 1'1565 SW PACIFIC HWY TO FEED POINTS AT \-s � .. �' ► TIC3AR®, OR 97223 , T-FRAMES ;r'" _ J , \,, 12'-0" A.F.F. r 'A. . . _ -71"-- i t� -,�r- --� ,- - i4-- -I ' F F -- !�`' �� 1 It It tt n % �0 { I E� 4 1 n "87",Milk \ \\ TYPE 66" LIGHT �^ _ & "68 LIGHT FIXTURE �\ _ ,� 1/4" CLOSED ANGLE " " " " "" CORNICE �..,` \ \\\ 1 C LIGHT -TYPE F1 , F2", CONNECTOR TYPE "D2", D3 , " " LIGHTS ! _ N.N. ��. ,, & D4 LIGHT FIXTURE & F5 12-0 A.F.F. LIGHT FIXTURE E �. it i 111 i► ii ii i STORES N.I►, ( � _ _ i. u �E a Io qc �o LIGHT FIXTURE —1 L. —! L —J L— J G.. —I L. J l— ,—J 1— .7 L.� l , *SEE NOTE: ,, -�� . LIGHT UNDER SHELF s\,\\ i TYPE "T5" LIGHT FIXTURE PROVIDED :, , �:5 - 3800 SE 22ND AVENUE FIXTURE BY DISPLAY SHLEF PEGGED PEGGED PEGGED 1 r PORTLAND, OREGON, 97202 FIXTURE LIGHTS DISPLAY DISPLAY DISPLAY ° B UPPER 1 503.232.8844 ] i�ANUFACTURER __ _ _, - - - AREA AREA AREA R �t 503.797.3509 FAX �V F ..�== - � TUBE LOWER ' CORNICE 7 \ (SEE NOTE ,' : FOR FIXTURE MOUNTING ` FIXTURE PROVIDED ' ,� HEIGHT LESS 10'-0* A.F.F., DISPLAY FIXTURE DISPLAY--- SHLEF ; FIXTURE LIGHTS j ELECTRI CO CTOR TO BRACKET PRO-VIDEO' PROVIDE LAMP TUBE GUARDS TO 1 CONETLREAC ORAL BE INSTALLED ALONG E RE LENGTH 1 E SIDE VIEW FRONT VIEW SIDE VIEW { FRONT VIEW ` MTG. DETAIL OF CORNICE LIGHTS. �l�� „'� ^�,amt�' � �,� 4-'64 da a 15:� $ (TYP. OF 2) �4 1 a '' , i' ,, ,, x, ,, ' - ► • FLOOR Y DISPLA - *A; ��I�r 4ri 4 �; m h{W �.`* DOMESTIC BEDDING BATH CORN ICE LIGHTS BABY WORLD SAFEY - FIRST/BABY FURNITURE CORNICE LIGHTS i! r� 4� A �m � �' L "� : SIDE VIEW XU • FRONT VIEW Engineering Consultants Incorporated 303 Federal Way Boise,Idaho 83705 CA_AS KA ONLY) DOVESTIC/BEDDING/BATH CORNICE LIGHTS Phone(208)376-9820 Fax(208)376-9822 www.eciboise.com 0 0 .14.0 I DATE: 08.14.09 DATE: 07.30.11 ! DATE: 07.01.08 DATE: $ 9 ,I CORNICE LIGHT FIXTURE BABY WORLD CORNICE SCALE: NONE ALASKA CORNICE LIGHT SCALECORNICE LIGHT FIXTURE SCALE: NONE �� SCALE: NONE DRAWN: STJ I{ { DRAWN: STJ DRAWN: STJ DRAWN: STJ ! MOUNTING DETAIL #' MOUNTING DETAIL 1 LIGHT FIXTURE MOUNTING DETAIL FIXTURE MOUNTING DETAIL , , 1 NW—ESD-66 NW—ESD-67 I NORTHWEST STANDARD DETAIL NW—ESD-67A ' NORTHWEST STANDARD DETAIL NW ESD 68 4 NORTHWEST STANDARD DETAIL 11 NORTHWEST STANDARD DETAILNORTH EST E I , i " 3/4" EMT TO FLEX r - - - - 1/2" 1/2" EMT TO FLEX PROVIDE 3/4" FLEXIBLE CONDUIT -- PROVIDE 1/2 FLEXIBLE CONDUIT CONDUIT COUPLING DECOR / CONDUIT COUPLING OR AC CABLE TO J-BOX. (LENGTH OR AC CABLE TO J-BOX. (LENGTH AS REQUIRED). EXTEND WIRING AND. PROVIDE "T-BAR" AS REQUIRED). EXTEND WIRING AND PROVIDE "T-BAR" (RE M 0 D E L) REQUIRED. � FASTENERS AS REQUIRED. l, MAKE CONNECTIONS AS REQUIRED. FASTENERS AS MAKE CONNECTIONS AS REQUIRED. i., 5` CEILING OR TRUSS CEILING OR TRUSS 3/4" CONDUIT DROP FROM CEILING. 1/2" CONDUIT DROP FROM CEILING. MOA JUNCTION ALWAYS INSTALL CONDUIT DROP AT I MOA JUNCTION ALWAYS INSTALL CONDUIT DROP AT WIRE HANGER AT CORNER OF FIXTURE BOX MOUNTED ON TOP RAIL THE MIDDLE OF THE GONDOLA. BOX MOUNTED ON TOP RAIL THE MIDDLE OF THE GONDOLA. I SECURE 2X4 STUD TO CEILING. FOR TRANSITION TO FLEX. PAINT CONDUIT TO MATCH CEILING. FOR TRANSITION TO FLEX. PAINT CONDUIT TO MATCH CEILING. WIRE TO MINIMIZE MOVEMENT OF INDEPENDENT OF CEILING SEE � � PAINT THE JUNCTION BOX TO PAINT THE JUNCTION BOX TO LUMINAIRES. SUPPORT SYSTEM. NORMAL LIFE KEYNOTE NORMAL �PA�R7'(CLE &CARO OECK I MATCH THE GONDOLA. PARTCLE BOARD D'EC'K ? WIRE HANGER FROM CEIUNG SUPPORT" ? 208/120 SAFETY 53 480Y/277 T MATCH THE GONDOLA. � __ EXIT r'° -`� 3 8" THREADED ROD I SYSTEM TO CONNECTION AT PANEL PANEL PANEL �,., t - `� / BY ELECTRICAL SIGN ,,` L®� TO STRUCTURE WITH f STRUCTURE. CONTRACTOR 0 0 1 ,� /■ ® ��' '�- �, 2" FENDER WASHER � *4:4 A B ! / H N N H HHH N RECESSED GRID FIXTURE 3-PHASE �-�' AND NUT ON EACH (2' X 2' OR 2' X 4') MONITOR �_. 1/2" FLEXIBLE SIDE OF 2x4 STUD. A L ` CONDUIT #12 PAN HEAD "',. MACHINE SCREW �\, OUTLET BOX AT LIGHT TRACK C — ® HUBBELL WS277X 1 - !HER , FEED POINT. NUT AND WASHERRELAY -1 1 1: f OO'I OUTER / �~'F---ki � ' OUTER ' UPRIGHT -- UPRIGHT • 'T8' LAMP W/ TUBE GUARD 1 �/ 124V 120V C 120V t I CEIUNG GRID HANGER 2x4 WOOD SUSPENDED FROM , I 1 i ,0 Q + " STRUCTURE NEMA LS I1 i WIRE BY OTHERS 3 MAX " ,,� ii , -� ENCLOSURES ! f !{ i , c� 3/4 FLEXIBLE CONDUIT j / 30/1 LS 3O/1 ELECT 30/1 ELEC. I` ' ! CONT. LS CONT. ! LT CONT. CENTER CENTER rr� HYPERMAXI f ACOUSTICAL CEILING TILE UPRIGHT UPRIGHT `` LIGHT CANOPY i I ( �� r-- 1--1 i I f�, ;, -� I ' I ENCLOSURE I f I \i N\ ,/ ✓� FIXTURE CLAMP PROVIDE I I I MOUNTED NEAREST TO ~„ -'� CEILING GRID ` ,/ 2 PER SIDE. ► COOLER OR OFFICE FITTING FNUMBER .,. ', I 1, OUTER OUTER "--_-____...-___ -'' T-BAR N.LE• ` '`', LS NORMAL BY PANELS. - USE NO.12 PAN HEAD MACHINE SCREWS THROUGH UPRIGHT UPRIGHT TOP OF GONDOLA TO ATTACH LIGHT FIXTURE(S). __._. PROVIDE NO.12 WASHER BETWEEN TO SECURE. 4. - \ 1 -----� ' \ INSTALL SCREWS IN MOUNTING LOCATION AS NOTE: \\__LAYINCEIUNGDL i RECOMMENDED BY FIXTURE MANUFACTURER. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL THE CONTACTOR ENCLOSURES WITH CONTACTORS IN ACCESSIBLE CEILING AREA. ELECTRICAL CONTRACTOR SHALL r,4 INDICATE THE LOCATION OF ENCLOSURE BY LABELLING CEILING GRID WHERE ENCLOSURE il 7 / IS ACCESSIBLE FROM. ELECTRICAL CONTRACTOR IS TO LABEL ALL CIRCUIT WIRING COMING NOTE: 1 NOTE: INTO THE CONTACTOR ENCLOSURE AND PROVIDE A CONTACTOR ENCLOSURE SCHEDULE GONDOLA PROVIDED BY OWNER. - -� END VIEW ALL WIRING CONNECTIONS AND END VIEW ALL WIRING CONNECTIONS AND C �GONDOLA PROVIDED BY OWNER. WITH PANEL CIRCUITS. ELECTRICAL CONTRACTOR IS TO LABEL EACH CONTACTOR AND -� al_ at_ ENCLOSURE, CONTACTOR FUNCTION AS WELL AS THE CONTROL CIRCUIT. EQUIPMENT BY ELECTRICAL CONTRACTOR. EQUIPMENT BY ELECTRICAL CONTRACTOR. , PERMIT SET i a 1 , i I DATE: 06.27.06 DATE. 08.14.09 DATE: 08.14.09 � _ � I DATE: 06.27.06 . T BAR CEILING. LIGHT TRACK I CEILING GRID RECESSED LIGHT SCALE: NONE 1,1 Fi�TU OFFICE FLUORESCENT �C LIFE SCALE: NONE 09 1 °ILLUMINATED GROCERY ISLE CORNICE SCALE. NONE JI ILLUMINATED GROCERY ISLE CORNICE SCALE. NONE SCALE: NONE /I' � - � DRAWN: STJ DRAWN: STJ , DRAWN: STJ ` DRAWN: STJ ,k DRAWN: STJ LIGHT FIXTURE MOUNTING DEAIL iI LIGHT FIXTURE MOUNTING DETAIL ! COUNTING DE-AIL FIXTURE MOUNTING DETAIL i ! SAFETY SWITCH CONTROL DE-AIL — — I NW--ESD-70 ' NW—ESD-71 ` NW—ESD-72 NORTHWEST STANDARD DETAIL NW—ESD 69 NORTHWEST STANDARD DETAIL NW ESD 69A NORTHWEST STANDARD DETAIL I NORTHWEST STANDARD DETAIL NORTHWEST STANDARD DETAIL 1 1 i i I 1 � 8-10 A.F.F. ��; 1-- _ N �_ (GREENGATk TSW MU) WALL--- ry I� I LESLIE STI0707,4:10 ! @ 1 , , -- DIP SWITCH i c o � 1 r-, ;I SETPOINTS € C v � 1 ADJ SHELF cs J >- z j ►_ cn ` cn i 98 13/32" mhi� { i A o O�� Y I / I vFa a 1 w i 0—,UQ0_ i V7 •c�t © 1 nd I ( o Vx7 ©OCZV= ,fir 1 ( l . z a W �-�- ° HOT NOTE: 70 1/4 A.F.F. FIXED SHELF , V` , ¢0 w�i o° NORMAL CIRCUIT , �� ELECTRICAL CONTRACTOR IS TO LABEL Q if? `'1 .,. o_._0_w 0_ `°j0' i (IF REQUIRED) THE CIRCUIT ROUTED TO THE REMOTE -- ,. •' 0 W c)a CO O W JUNCTION BOX ATOP , 1 ' f I ! �,> I WI c,cn=5-I v O 1© I A EMERGENCY BATTERY PACK. " 1 '11 A. c4 cri cc o'- O cn o o COOLER/FREEZER BOX 1. Lo N , N 1—1— W 1--•V O O ©!ixo 1 I i Q �J Z W N = ! d N (r) W J OO `© Z , Z .5 is- .. J D W oo_ Ce� W } w W . w ° °W—w 1-- "'© i E M FIXED SHELF 1.1 8 I b m ; W Z F-- =o =¢ i + 57 A.F.F. Yi o� o x....... Z 0— N '_0 J )•- i z ,-- W O,C V V~z ! r i ! �� mz °�Q� a° HOT 102 29/32" 1 L� , c12• 81--112. -..)1�'o o ° j NORMAL -� i REMOTE EMERGENCY -, Q DATE DESCRIPTION � --o=o" ° I CIRCUIT �- j SHOE V. ONLY Y . BATTERY PACK � � � C C U _... _...__._ a ca v)o z o a W DISPLAY '° WIT ' THIS T �____ .._.... _= I.,, FIXTURE 20A RELAY WITH 120V COIL PROVIDE 0 0 SINGLE OR TWO POLE AS REQUIRED. 0o WOZ zo¢ ADJ SHELF I I QC) 1-1- O©� SEE HOME RUN IN LIGHTING PLAN. M . ' W o 0 0 _a .z a i ELECTRICAL CONTRACTOR PROVIDED. { wN , CX ooW°w itS ozZ�o 70 4 n ..; Ire i owe`""' ZQO00� ! I (PARAGON ET1100F) ><u.� J i 1.--' v o W z COOLER/FREEZER Z c��ocao° • TIMER SWITCH .- n W °� r°' l ADJ SHELF•„ Vim . ��°•, ' °wc_��,a;z (NEMA 3R) I 1 = v COOLER/FREEZER LIGHTS (TYP) J” �1`r1 o o , °. HR. 30 MIN. y I Z c-IX ; , z —I=cn©o SETPOINT W o c> ,¢�_,,UZ • SETPOINT i . z (-) ¢J �_ s ,>��C Q Lu m©z 6_,R-4C1- FREEZER SWITCH SETTINGS COOLER SWITCH SETTINGS 4 n �c� �cn v�o O si;,;: i _ w v v ,. NEUTRAL � ,_�_,�. ,,... ,. �..... ..... . .. .. �., ,� .s � .._, , , 1 o ,_ ,. �,�vf-ZOZw� z = a ..�z o z o o DIP SWITCH ®©; DIP SWITCH # 4 © 6 DIP SWITCH # um DIP SWITCH # 4 'l 6 GRAIN UCC.) I C z wwDc..)¢c..)w,.L_ mum i J 30 Minute u 7 `� Flicker ON nil 30 Minute A nil Flicker ON All MG2 11-0029-01!ECI 50M04 t- - - --- _._. - - - i Beeper ON Beeper ON i FLOOR FLOOR 70 1/2" 1 c>: P . P �:0�',, ,�' /2 �' t PM: MAF Scroll OFF El. Scroll OFF RID EN D S E.CT I O / 72" DRAWL`!: RKD FRONT ELEVATION 1 1 ELECTRICAL r 1 i 06.11.10 DATE: 0g09.14. � . 1 DATE: . 06.30.11 DATE: 08.14.09 DATE. FREEZER LIFE SAFETY SHOE DISPLAY CORNICE scALE: NONE ST FLUORESCENT STA\DBY LIGHTING SCALE. NONE COOLER/FREEZER TIMER SWITCH SCALE. NONE SCALE: NNE 1 1 DRAWN: STJ DRAWN: STJ DRAWN: STJ i DEAIL DRAWN: STJ DETAILS CIRCUIT SWITCH CONTROL DETAILI SETTING DETAIL LIGHT ViOUNTING DETAIL LIGHT MOUNTING I NW--ESD-73 ' THW T STANDARD DETAIL NW—ESD-74 NORTH WEST STANDARD DETAIL I NW—ESD 75 NORTHWEST STANDARD DETAIL 1 NW ESD - 79 1, E5 2 2 NORTHWEST STANDARD DETAIL � �I � NOR ES � � . - - - _ _ - ,'Y , lh t,. h- ' ° wd _ t.,..%,r,,, ,.C,, a a,..e I"f .-'n:,., ,.ue,. ■ i CONSULT FRED MEYER CONSULT FRED MEYER 1 PROJECT MANAGER FOR PROJECT MANAGER FOR I FIXTURE AIM &,ORIENTATION. FIXTURE AIM & ORIENTATION. ' 'N' TYPE FIXTURE 'N' TYPE FIXTURE CONSULT KROGER SEE SPECIFIC LIGHTING SHEET FOR SEE SPECIFIC LIGHTING SHEET FOR ` PROJECT MANAGER FOR FIXTURE TYPE & LIGHTING FIXTURE FIXTURE TYPE & LIGHTING FIXTURE i FIXTURE AIM & ORIENTATION. 'N' TYPE FIXTURE SCHEDULE. SCHEDULE. I SEE SPECIFIC LIGHTING --� tiE"�� ,', TOP OF POLE MINIMUM OF [11] TOP OF POLE MINIMUM OF nt "N_" FIXTURE TYPE SHEET FOR FIXTURE WEATHER PROOF 6" X 6" 8" ABOVE FENCE OR 8" ABOVE i REFERENCE LIGHT 4 TYPE & FIXTURE LIGHTING [ ] FENCE OR FIXTURE SCHEDULE ' " ,_ " J-BOX TO BE MOUNTED ON ®15 9 A.F.F. X15 9 A.F.F. STORE #00375 DRILL & SCHEDULE GREENHOUSE COLUMN AND TENON REDUCER -�-• r TENON REDUCER I CONSULT KROGER PROJECT MOUNT W/ 2 ea. COORDINATED WITH OTHER..)F F i 2" X 4" TRADES DURING POLE MUST HAVE PA MANAGER I SAE E OR FIXTURE AIM & ORIENTATION. HEX BOLTS & NUTS-1 1= CONTRACTOR PROVIDED ` 8' CONSTRUCTION. MPH CONSTRUCTION. GUSTMINIMUM 90 { EXTENSION:I iii DRILL & TO MATCH POLE AS 11565 SW PACIFIC HWY �r I MOUNT W/ 4 ea. REQUIRED FENCE / ? , - ��, # } i/2" X 4" SAE FENCE ti<\'X TI GARD' OIL 97223 HEX BOLTS & NUTS • ROUTE POWER OUT BACK - '\ , ELECTRICAL CONTRACTOR ® OF W.P. BOX SUP INSIDE { ��.,�"y��'l. ; z ROUTE POWER OUT BACK y��< ' z PROVIDED SLEEVE: I, OF POLE TO N TYPE ' (. w w S OF W.P. BOX UP INSIDE , o EXTENSION TO MATCH . --r- n FIXTURE. PENETRATION ti `` o ,.,_ OF POLE TO 'N' TYPE `' `� `'- J '� POLE AS REQUIRED ' BETWEEN POLE AND BOX ' ,` `` °- ° ''- o `` i SHALL BE SEALED AND f, ; o m f f o " FIXTURE. PENETRATION o (OWNER PROVIDED) K rn © BETWEEN POLE AND BOX 1 , " GAS ETED. - _ SHALL BE SEALED AND ? fi� c,. COOPER 15 WALL MOUNT = - 1- ° °m GASKETED. s ro o tO mO° { j TENON ARM. RIGID CONDUIT F MEYER STORES ` �' STRAPPED TO POLE I i I C. _ * " REFER TO ARCHITECTURAL FOR / 1 f ___.._._. --- TS 6"x �'x .25 INSTALLATION AND FlNSH. COORDUINATE 3800 SE 22ND AVENUE _ __.___ TAYMAC WEATHER PROOF °; - WALL COLUMN FIXTURE TENON WITH FENCE POLE. -: COOPER 15" JUNCTION BOX & COVER PORTLAND, OREGON, 97202 WM i MOUNT ,'y. "� � �� _ __ ( WITH 120V GFI PROTECTED 1 ARM TENON s OUTLET AT INDICATED TAYMAC WEATHER PROOF ! 503.232.6844 v _ lc" = ) I HEIGHT. JUNCTION BOX & COVER 503.797.3509 FAX (OWNER PROVIDED) i o �o o ,,_ o to o WITH 120V GFI PROTECTED o -I ° i ox �'' OUTLET AT INDICATED - " i c1 o , om o `�' © n,om ,n HEIGHT. , 4"x4" J-BOX TO BE MOUNTED IN d- a , , -1 , WALL AND COORDINATED WITH OTHER o o0 oca. 00 b ° fiQ .r- o 0 0 N CV TRADES DURING CONSTRUCTION. FINISHED GRADE FINISHED GRADE ti \ RIGID CONDUIT !i 7i i i'... `_ J_ i i; i STRAPPED TO i 1'1- !i i` ,1 i 1"--111,-,--_�... i' COLUMN - _! ?, ..` i 1 rn ,fsn'r�^{ra f,�.a tC n G b ' ft '71�,', SEE STRUCTURAL FOR ", SEE STRUCTURAL FOR �� 4 FINISHED FOUNDATION INFO. =d- FOUNDATION INFO. d- , . ,g 0` GRADEa* � _"r t s .e 2J.s t ,TAtt ;Y i alt':',V,;',)'',.3g.,:` 1 ..Y 9U o v , ' RIGID CONDUIT � Ireatialli ,�� .p� �;. �1v ' .r �I` ': i• ' . I"r A, `: FRONT VIEW SECTION VIEW Engineering Consultants Incorporated i 2._O►► NOTE: 2,_0" I NOTE: 303 Federal Way ]Boise,Idaho 83705 COORDINATE EXACT LOCATION AND COORDINATE EXACT LOCATION AND Phone(208)376-9820 Fax(208)376-9822 - PHASING WITH OTHER TRADES TO PHASING WITH OTHER TRADES TO www.eciboise corn » 1J DATE. 06.27.06 ! �? n ly BASE BID ALLOW LIGHT FIXTURE TO BE USED BASE BID ALLOW LIGHT FIXTURE TO BE USED , N �YPE LIGHT FIXTURE i DATE . 06 i FENCE STRUCTURE. AS FENCE STRUCTURE. )) �� DAE SCALE: NONE N_ TYPE LIGHT FIXTURE ; SCALE. NONE N TYPE LIGHT FIXTURE c NONE ! ' I SALE DRAWN: STJ DRAWN: STJ WALL MOUNTING DETAIL -- 1 GREEN HOUSE MOUNTING DETAIL I-- !' 11 DRAWN: STJ OVERHEAD ELECTRICAL FEED UNDERGROUND ELECTRICAL FEED FENCE MOUNTING DEAIL i----- I f NORTHWEST STANDARD DETAIL NW-ESD-80 NORTHWEST STANDARD DETAIL NW--ESD-81 F E NW-- 82--82 NORTHWEST STANDARD DETAIL R 1 NORTHWEST DECOR 1 (REMODEL) i i SEE NORMAL LIFE LIFE KEYNOTE 48OY/277V NORMAL SAFETY SAFETY 53 3-PHASE - PANEL • PANEL LTG PANEL PANEL EXIT ABC MONITOR 208Y/120 480Y/277 C �--1 SIGN NORMAL NORMAL BY ELECTRICAL i �N H �., 480Y/277 PANEL H H H N CONTRACTOR H N H N 1 t PANEL 208/120 �i RELAY ; C H ABC 3-PHASE ::_l B ` H H H N MONITOR H N A LS LIGHT •j L_a. � _ l FAIL-SAFE —B H 1 _ etk ICE CUBE A �. AWNING RELAY ._..._ .___._ ._..._.. ....._.. ..._._ ..___ _._.I i"__... ___ ._... ___.__ A.__... .___.. f AWNI NEMA.ENCLOSURE ELECT. __ ......__ ...._ MECH. NEMA ENCLOSURE __.. _�. .__._. .�._ ..__� __.... _.---... ._._._ _-___ __-_ ._.._ ..___. ..._..... ......... ._.. ELECT. LS CONT " FAIL-SAFE ECT LT CONT. LT CONT. 1 i i ICE CUBE -- EMS EMS _ N.C. AMBIENT i RELAY 24VAC 24VAC ""_�'_,.I�—�.' N.C. r 1 FAIL-SAFE LIGHT , i ! ICE CUBE RELAY MECH. i .� _ N.O. RELAY t ,r''�;, i i LT CONT. i iice� ' I FAIL-SAFE 0 - ` �l L-.a i I 12oV �I 24VAC AMBIENT O 120V ICE CUBE J I�- F I RELAY a©..r i Ijaa° 24VAC LIGHT Q 120V 120V I NO i LS LIGHT N __1 ,__ ____ ___. ___.. _._. .___ ____ .__ _ ____ ___ ____ _J E GARDEN OR i NEMA ENCLOSURE [PARKING] Daum-pi , NEMA ENCLOSURE '' "D2" OR "D3" [SECURITY] [VESTIBULE] 1 FIXTURES (TYPICAL) oUrnUT OUTPUT i NORMAL LIGHT NORMAL LIGHT OUTPUT BCU OUTPUT OUTPUT BCU 'OU1P T NOTE: ELECTRICAL CONTRACTOR SHALL PROVIDE PHASE MONITOR AND li � ' OUTPUT INPUT OUTPUT INPUT U INSTALL THE CONTACTOR ENCLOSURES. ELECTRICAL.CONTRACTOR IS j r.7 WALL TO LABEL ALL CIRCUIT WIRING COMING INTO THE CONTACT (;) N ENCLOSURE. CONTROLS CONTRACTOR SHALL PROVIDE THE CONTACTOR RELAY ENCLOSURE AND CONTACTOR ENCLOSURE SCHEDULE WITH PANEL NOTE: ELECTRICAL CONTRACTOR SHALL PROVIDE PHASE MONITOR AND PHOTO CELL CIRCUITS AND DESCRIPTIONS. CONTROLS CONTRACTOR IS TO LABEL I INSTALL THE CONTACTOR ENCLOSURES. ELECTRICAL CONTRACTOR IS TO LABEL ALL CIRCUIT WIRING COMING INTO THE CONTACT (CONTROLLED BY SECURITY & GARDEN/VESTIBULE) EACH CONTACT ENCLOSURE PANEL(S). CONTROL CONTRACTOR SHALL ENCLOSURE. CONTROLS CONTRACTOR SHALL PROVIDE THE CONTACTOR LABEL EACH CONTACTOR FUNCTION AS WELL AS THE CONTROLLING ENCLOSURE AND CONTACTOR ENCLOSURE SCHEDULE WITH PANEL CIRCUIT(S). THE ELECTRICAL AND CONTROLS CONTRACTORS SHALL CIRCUITS AND DESCRIPTIONS. CONTROLS CONTRACTOR IS TO LABEL 4 � COORDINATE THIS SCOPE OF WORK FOR CONTROLS. EACH CONTACT ENCLOSURE PANEL(S). CONTROL CONTRACTOR SHALL LABEL EACH CONTACTOR FUNCTION AS WELL AS THE CONTROLLING • CIRCUIT(S). THE ELECTRICAL AND CONTROLS CONTRACTORS SHALL i COORDINATE THIS SCOPE OF WORK FOR CONTROLS. • . PERMIT SET i DATE: 06.27.06 � � { ENTRY/OAS LS LIGHT SCA � NONE DATE: 06 #LE. � � AWNING � DATE07 PARKING LOT LIFE SAFETY i NONE :SCALE LIGHT FIXTURE SCALE. NONE 1 1 30 °VI CONTROL SWITCHING DETAIL DRAWN: STJ i CONTROL SWITCHING DETAIL ' MOUNTING _ ; DRAWN: NSM DRAWN: STJ D_ AIL NORTHWEST STANDARD DETAIL N W--ESD=-8 3 1 - - — NW ESD 84 �, NW-ESD 85 NORTHWEST STANDARD DETAIL ,� f { f { i , 5 w "S5 TYPE FIXTURE" i 1 ur o lir I li �-' j cir� 1/8" THICK BENT _ • z -. w LESLIE STTTH,, STEEL PLATE-WELDED i � ! I` t Q W P.E. TO STRUCTURAL r- o > U cp COLUMN. .� ' # J'co� O Q 3 "."11 all 1 "" i SURFACE MOUNTED 4/S JUNCTION i ° o °o •o. j*. TEMPORARY FLUSH COVER � BOX WITH ACCESS COVER IN "UP" ; < �-�- c�. �+• �`� STRUCTURAL COLUMN fi 3 �;;„.,” I ' SIDE POSITION, `.. �, 1, . SURFACE MOUNT 4/S x 1 1/2'' ; • BENT STEEL MULLION DEEP EXTENSION RING WITH ACCESS , fri:7 PLAN VIEW COVER IN "UP" SIDE POSITION. J'' CHASE NIPPLE WITH �• 1 �( TEMPORARY SEAL-OFF PLASTIC BUSHING OR INSULATED I �' '22 �' THROAT CONNECTOR / I ,�` PLASTIC BUSHING OR INSULATED j THROAT CONNECTOR •� ,, ,, . I FLEXIBLE CONDUIT TO �� EXPIRES: to►- - 1.- I RECEPTACLE OR LIGHTS 1 FLEXIBLE CONDUIT TO FLEXIBLE CONDUIT OR ! L� ! ` r` I RECEPTACLE OR LIGHTS <� I I �t JUNCTION BOX TO EQUIPMENT. , 'i �,� j (MC CABLE ACCEPTABLE vy ■ J-BOX ,' # l‘, 1111 AT GONDOLAS ONLY). PLUMB CENTERLINE, COORDINATE ? # „ ' ! a de COUPLING LOCATION TO MATCH CENTER } .1 _. I I° 11 MOUNT TRAILER LIGHT TO i FLOOR LINE m i P i Q DATE DESCRIPTION'%%1 t FINISHED FLOOR LINE LINE OF PARTITION OR EQUIPMENT 1 1 't 4 WHERE REQUIRED. i i ■ .�, '; i i EXTENSION STEEL PLATE. ^ a % 1 _ ___ m o CG i FEMALE ADAPTOR OR ,1'♦ 1 i AS REQUIRED TO PROVIDE ` �':" `' V FLUSH THREADED COUPLING A li THREADED FLOOR LINE WITH PL i IlY I I CLEARANCE AT O.H. DOOR CONCRETE (� I o ! f =� ; AND TRACK. �, t._ �- FLOOR COULPLING. _ , _.� .._c._ _ •► + �' RIGID STEEL OR i �t �� ` ...�%' ` "S5 TYPE FIXTURE its i j `' SCHEDULE 40 PVC - f"�.` I L__",,:•.- �__�,.. ,� ; :, ! ; , \.__../ J �.., . ;;",: GRAVEL FILL } n 1 - i, CONCRETE I ;- -,,, . -( )t _-- \, i z 1 1 VARIES AS REQUIRED 11 , t i tom- J a ,> �: t 1.A I FLOOR , T t i I I 1 1 �{ l f _:jr;�.`; %u k 90' PVC COATED GRC -:= ;:,_�� .� . ;. ,__.�;,�,—,' `;,., 1 i } ? FLUSH FLOOR I MIN. 2" CONDUIT OR TAPE A `.` .:a. i 1> SWITCH MOUNTED AT 48" A.F.F. s ; i OUTLET' 11 z o- f WRAPPED GRC ELBOW i © � _, '' T . T ONT. v %' i PVC UNDERFLOOR i �,�.; 1 L..," ,h._.,_. . i z ? v) �•y x°'�V r CONDUIT I� 1 w <- TOT APPROVED WITH THIS P �' i 90' PVC COATED GRC i , > - - W 0 v '' . CONDUIT OR TAPE Q o z i SECTION VIEW j WRAPPED GRC ELBOW ! i� o v c~�.�cc i-. o F-- �"°-d, o "'i- <t 4 { p Z W O N W Z o = c.., / i j1 1 /•PVC CONDUIT BELOW w `= z ( i SLAB _�� _�¢ mr�c? o �m w I I1 s v o m 2 u-+'= v v iQ- MG2 11-0029-011 ECI 50M04 1 } ! Ij v a 5 o �z m w w J U a PM: MAF k i 0©0. r S6 SZO J W V z o� DRAWN: 1 , v) m(n v) cv cx c.> _c) �.. cx¢ o c.) RKD 1. DATE: 06.27.06 i I DATE: 06.27.06 DATE: 06.27.06 ATE: 06.27.06 1 DATE: 06:27.06 DOCK LIGHT FIXTURE SCALE: NONE FLEX CONNECTION TO NONE 1 D I D E ELECTRICAL I SCALE. ONE FLEX CONNECTION TO SCALE: NONE FLEX OR FLUSH CONNECTION TO i SCALE: NONE FLEX CONNECTION TO ' SCALE NONE DRAWN: STJ i OUTLE DRAWN. STJ DRAWN: STJ ` DRAWN: STJ I STANDARD , MOUNTING DETAIL � STJ J FLUSH FLOOR DETAIL I i UNDERFLOOR CONDUIT DETAIL UNDERFLOOR CONDUIT DETAIL 1 UNDERFLOOR DUCT T DE AiL , DETAILS F 1 NW- NW-ESD-91 � NW-ESD-92 I j NORTHWEST STANDARD DETAIL NORTHWEST STANDARD DETAIL NORTHWEST STANDARD DETAIL NORTHWEST STANDARD DETAIL N W-ESD-9 3 ? N W--ESD-9 4 . 1 ; NORTHWEST STANDARD DETAIL i ro ia . E5 2 3 , Pt ,,,,.r ,, , W,, is s " k i 7.. t.. y.4 ..1�.t .....5.: .,... .(;. ..,., � r,�t,rr,`.�,.�.,1, _,:: �:,�, ,.,_.4o- <",,..., �.-=i; 'd } .. r ii 3/16' THICK ALUMINUM DIAMOND I'il cn a I PLATE COVER 5086 WITH BEVELED II EDGES TO 1/16" ?' : I o .; �; ,:, :, ,, • f CEILING ', PROVIDE 1/2" FLEXIBLE CONDUIT OR,AC 1 G2 L :: ::;: '<< .:, r UNQERFLOOR J- OX SIZES EXTEND WIRNG AND MAKECONNECTIONS S C- v OER LENGTH AND �i k NEOPRENE EDGING I `� PROVIDE "T-BAR" I: , FINISH FLOOR ' ' WIDTH AS MANUFACTURER SUPPLIED REQUIRED. FASTENERS AS I. ,a :a z �1 i J-BOX COVER. 1 1 2" EMT TO FLEX W i 2" I I ‘7 ,'",j ,., i 1 / REQUIRED. STORE #00375 UNDER FLOOR DUCT JUNCTION CONDUIT COUPLING `� !i re e1 T i —; BOX COVER BELOW TOP OF GONDOLA , TIGARD �o o , _ �' I I EQ ! �! CEILING 4" x 4" x 4"D I L. PLUGMOLD JUNCTION BOX MOUNTED ON DEVICE JUNCTION BOX MOUNTED „ . r ,� I SCREW AND ANCHOR SLEEVE ,--- JUNCTION BOX I 1 TOP RAIL FOR TRANSITION TO FLEX. PAINT { ON TOP RAIL FOR TRANSITION 3/4 CONDUIT DROP FROM CEILING. ' TO FLEX. PAINT THE JUNCTION ALWAYS INSTALL CONDUIT DROP AT END 4 . '' z o ii I I EQ P LAN VIEW THE JUNCTION BOX TO MATCH THE h 11565 SW PACIFIC HWY a ¢; e e GONDOLA. BOX TO MATCH THE GONDOLA. OF GONDOLA FURTHEST FROM - W + F� (n ��. W Z l L.__......._.._. _-J N THE MAIN AISLE. CONDUIT DROP TO TIGARD, OR 97223 --� j 1/2" FLEX CONDUIT. DIV 16 TO KNOCKOUT IS AT THE END OF THE ©°- 4 '' '- �- Q ° COVER FOR JUNCTION BOX 3/4" PROVIDE SUFFICIENT AMOUNT OF GONDOLA IN THE TOP RAIL (NOT IN THE _ (no o m Ij I 1/4"/4" STAINLESS STEEL COUNTERSUNK FLATHEAD 3/4 CONDUff CONCEALED WITHIN GONDOLA I SLACK FOR MOUNTING DEVICE AT UPRIGHT). PAINT TO MATCH WALLS. p w �,, C...) w m w z h PHILLIPS SCREW FLUSH WITH COVER I ANY HEIGHT TYP: 1 3 4" FLEX CONDUIT TYP �. ► ONE FOR EACH � o..ac w� I I FOR 3, 0 R EA c.) °�o ! FINISH FLOOR UNDER FLOOR DUCT JUNCTION a r` w v 1 o w zo 0 o w z. I BOX COVER DEVICE.}o1"1J\ 3/16" { ' '' F►- LL" 0 C: v 32 s MEYER i STORES { w-1 o cx z �'-' �� . � SINGLE CIRCUIT PLUGMOLD MOUNTED i 1, _...1-0 �, o zF-- cam , TOP OF CONCRETE FLOOR " w h m o 0 0 w o ; . UPRIGHT ? WITH MOUNTING CLIPS AT HEIGHT INC. n c..)cno ,: ■ F- � c�a. � v k NEOPRENE EDGING � , � 3 16 ki a o i L......_-.v._ GONDOLA PROVIDED BY .OWNER. NOTED ON PLANS. { FLOOR MOUNTED J-BOX_ 3/16" THICK ALUMINUM DIAMOND U O n°W o +� - z 1 1/2 PLATE COVER (5086) OR ALL WIRING CONNECTIONS AND 3800 SE 22ND AVENUE k L. �', w S o o °—�� '-`- �,, .,_ 1 i - __ C ) WITH DUPLEX RECEPTACLE 9 EQUIPMENT BY ELECTRICAL o �, 0_n . �; I` a e FINISH FLOOR BEVEL.ALL EDGES OF COVER AS AND COVER IF REQUIRED I' CONTRACTOR. 3/4" FLEX CONDUIT. DIV. 26XXXX TO —' I x (,..)- =(/) 8=c_.>oz cam, oC } I I -1 " �_�. ,, W ~ ' NECESSARY I PROVIDE SUFFICIENT AMOUNT OF SLACK PORTLAND, OREGON, 97202 o Q (1)1-1-1 503.232.8344 _r. , o `�V w v) l I I EQ f F*fit-_ i ® , SECURELY v �ni i►�rT � � �� vv� ! FOR MOUNTING RECEPTAC,� ,4T ANY °z :M w m z �? -7c-.(,Z j i - UNDER FLOOR DUCT TO FLOOR I UPRIGHT HEIGHT IN BASE. I 503.797.3509 FAX I a Z o= I 6" x 6" x 4"D I TOP OF CONCRETE FLOOR 'I , i ¢�-o c, o JUNCTION BOX Cl.1 r N v '. ` z 1- o w'-`' ( UNDER FLOOR DUCT JUNCTION BOX J�� `� o z�,��©�,,�Q Owl k / 8 _ ,�a� zcna I I SECTION VIEW i ' 'u I1 N � cn�o � S - � ' DUPLEX GROUNDED '- ., ;4, ca w o o AW 664 `1 1 I CIRCLE EQ ' III I RECEPTACLE MOUNTED o �- SCF WITH IN BASE BY DIV. } � �UZ f E ° Y I _ °o v �I MODIFIED FLUSH LQ eJ ! NOTE: " 4.� <; „ _ z 1=w z o iI COVER NOTE NOTE: 26XXXX VERIFY EXACT J z z o cr o,y I BLOCK OUT FOR RECESSED DIAMOND PLATE COVER DURING CONCRETE GONDOLA PROVIDED BY OWNER. ALL LOCATION WITH w ' �--'m- c'° ! POUR AS INDICATED. IN REMODEL STORE INSTALLATION, WHERE PROVIDE MOA ON SIDE OF GONDOLA (AT HEIGHT { COVER FOR JUNCTION BOX - WIRING CONNECTIONS AND EQUIPMENT BY INDICATED AS SHOWN ON FLOOR PLANS. GONDOLA POWER k ° r; `t CONCRETE HAS DEGRADED, REMOVE CONCRETE AROUND J-BOX AS t i, ;; f f w '4C li AND RE-POUR ! ELECTRICAL CONTRACTOR. �I ) tfF,,; s,r � r TaY REQUIRED ND RE POUR WITH BLOCKING AS INDICATED. IN REMODEL i p �, , , ° C',a. -i'' II I STORES WHERE CONCRETE IS NOT DEGRADED INSTALL NEW COVER TO It t — � � SECTION VIEW � SECTION VIEW ; ��;� � p FLUSH WITH SURFACE AS INDICATED IN SECTION ABOVE. GRIND SURFACE ' ; ; .' ' � i AS REQUIRED TO MAKE SURFACE LEVEL WITH NEW FLOOR FINISH. I k °" ° '{� � �*�$ Engineering Consultants Incorporated jI i i 303 Federal Way Boise,Idaho 83705 w I , ! Phone(208)376-9820 Fax(208)376=4822 nom• I k 4 www.eciboise.com w AI\ ATE: 05.01.09 T • 0go9..14. i _ z _�.. � � DATE: 06.27.06 � i DATE: .06.27.06 i � I DATE: � % i z I P.O.S.PS SCALE: NONE E COMMUNICATIONS JUNCTION ; SCALE; NONE UNDERFLOOR J-BOX FINISHED SCALE: NONE FLR C.O. OR J-BOX GONDOLA SCALE: NE TOP FEED GONDOLA TO DATE: 0g09.14. � i � SCALE. NNE it:3 t UNDERFLOOR DUCT DETAIL DRAWN: STJ BOX COVERS DETAIL I DRAWN: STJ _._- t DRAWN: CFN DRAWN: STJ ( DRAWN: STJ COVERPLATE DETAIL TO C.O. PLUGMOLD DETAIL C.O. PLUGMOLD DETAIL i NORTHWEST STANDARD DETAIL NW-ESD-95 I NORTHWEST STANDARD DETAIL NW ESD 96 y , NW—ESD-97 NW—ESD-98 ? — — 1 Ia NORTHWEST STANDARD DETAIL NORTHWEST STANDARD DETAIL NORTHWEST STANDARD DETAIL N W ESD—99 E i 4, , , II DECOR 1 PLUGMOLD 2000 r, % (REMODEL) _ i a MOUNTED ON TOP CAP �, ! f Y , PROVIDE 3/4" FLEXIBLE CONDUIT OR AC { kl .k';/r' CABLE TO J-BOX (LENGTH AS REQUIRED). f N ' PLUGMOLD 2000 ' EXTEND WIRING AND MAKE CONNECTIONS AS I ` (TYPICAL EACH SIDE) ''' 3/4" CONDUIT DROP } ± # 3/4" EMT TO FLEX FROM CEILING. PAINT } USE MC FLEX FOR ANAL , TO MATCH r' P � w � II CONDUIT COUPLING 3/4" � r- ; . •, I CONNECTION (TY ICAL) _ 3/4 SLB ,- ' 00 ,, 1! [ -- 'fit' " PROVIDE "T-BAR" FASTENERS •-. CEILING :TRAREQNcuiEREEDN.D C.� DO NOT PLACE�. BACK BOXES a r FITTING WIREMOLD o 3/4" NO. V2010 1 ! WHERE THEY ARE I 3/4 CONDUIT DROP FROM CEILING. A2/G20 OA2 e 1 DIRECTLY BEHIND ALWAYS INSTALL CONDUIT DROP AT END f THE UPRIGHTS. SEE DRAWINGS FOR ; 3/4"C. OF GONDOLA FURTHEST FROM THE f WIREMOLD 2000 QUANTITIES, MOUNTING i (TYPICAL) " i WHERE SHOWN , I I MAIN AISLE. CONDUIT DROP TO 3/4 CHASE BUSHING ON DRAWINGS I HEIGHTS AND LOCATIONS KNOCKOUT IS AT THE END OF THE r� { V \ 011 BETWEEN LB AND END - GONDOLA. PAINT TO MATCH i 11 1 FITTING � 11 r � J i 9 (ii) (1]) i.,' al 1 .� /;�; ,- 1 I ;'; f 2000 PLUGMOLD — i ...,. I P3300 WHITE UNISTRUT I MOUNT J-BOX INSIDE OF ... I I 1 5/8"x7/8" �' GONDOLA (TYPICAL} ! ;-'� �,r I _ ,,- .,' �� C SHELF BRACKET UPRIGHTS J ' ~`'`".�'� (Not By Elctrical) r-; ' r ' Ar'' ""- — COORDINATE WITH NON-FOOD l f , ' I ---- — -�--� ..ter 11 1/2" RELAY MANAGER. ± 1 1/2" ,,r MOUNT J-BOX FLUSH ON r_. - - ;I I i I FLOOR UNDER GONDOLA _ i '- i �.- UNDER FLOOR CONDUIT I ; __.__.._.__.....__..._....._...__.........._.._..____ _ ____._..... TO COLUMN FOR POWER I ., CONNECTION SECTION VIEW { I I 1 I PERMIT SET P j , -DAT __. �� I � DATE: 06.27.06. I � DATE ___. __11 10 _ 1 , E• 0814 09 06. GONDOA PLUGMOLD FED FROM SCALE: NONE I GONDOLA PLUGMOLD SCALE: NONE P.E.M. PLUGOLD - NONE 1 11 .30. 11 UNDERFLOOR DETAIL DRAWN: STJ DRAWN: STJ I I DRAWN: STJ SUPPORT MOUNTING DETAIL MOUNTING DETAIL NW—ESD-101 NORTHWEST STANDARD DETAIL NW--ESD"' 00 NORTHWEST STANDARD DETAIL ( NORTHWEST STANDARD DETAIL t NW—ESD-102 I I 1 RDN E1' RDN E2 0 ® J-BOX MOUNTED , Ask 11111 , I LB-6 LB-8 TERMINATE WITH PLASTIC TO STRUCTURE STANDARD J-BOX WITH COVER. LESLIE ST 1 ITH,P.E. a Ismomm BUSHING s CEILING STRUCTURE RDN ONLY RDN ONLY CEILING 3' SERVICE LOOP ATTACHED 10 0 0 OR BOTTOM OF JOIST CEILING JUST INSIDE OPENING AND _._.__._.__._.__._.__..___ __..._......_.........:_._:__._._..__._..__.._---.......__..._. I ' TYPICAL LABELING FOR TERMINATED MALE RJ-45 'DEDICATED 20-AMP RDN QUAD OUTLET CIRCUIT AND TIED OFF I ►a. 9 ,� � WITH ISOLATED GROUND 3/4" CONDUIT STRAPS I WITHIN 3' OF J-BOX STRUCTURAL COLUMN I I -fir { AND EVERY 10'. •? STRUCTURAL COLUMN I '‘, 6 f ISOLATED GROUND - i a i 1 JUNCTION BOX WITH 1 DEVICE RDN E1 �.`L._I I i i I RJ-45 FEMALES JACKS 3/4' CONDUIT. ! dr i i F � 33 ; is I � V � d �Y ;! PAINT TO MATCH �► STRUCTURAL COLUMN TYP. I kit I � ��----�- � � � PAINT CONDUIT TO MATCH ® ;; << o COLUMN. COLUMN. S EXPIRES: �;. - 1 - l I R (VERYIFY LOCATIONS) IG LB 6 � ii ;k III 1 ; .1--._..._..._ I _�;i T0. PREVIEW (BY I.COLUMN WRAP BY 3/4" CONDUIT W/3-12CU NORMAL POWER i , k i �i 1 1 2 CONDUIT STATION 6 CASEWORK SUPPLIER DEVICE ® !! !; ! 1 STERO' 11 CONTAINING MULTIPLE CONDUCTORS SURFACE N ' II k ;' 2 C. WITH CAT-5 FEMALE TO ^! TO PREVIEW RDN ONLY 11 ; ; ; 48" A•F4F._; CONTINUE UNDER COLUMN' MOUNTED TO STEEL COLUMN 11 i , i 2E1-15 -1 i I PULLCORD TO TV � :; FISH MC CABLE (4-12CU) CONTI CO UM 4... DATE DESCRIPTION , FEMALE EXTENSIONS TO STATION 7 J WRAP ' " � TYPICAL SEE POWER PLAN ; , . �; ,, -t�� ; WALL FOR DIGITAL ; RED DOT CONTROLLER IN DOWN INSIDE COLUMN FOR CONTINUATION !._.._..___i i' r` INPUT FEED. ® � I LABELING FOR DEDICATED ! i I i -_....._.._.__-, , PEM STOCK ROOM MOUNT C� 18' A.F.F. MATCH J TYP. I 20-AMP RDN DUPLEX CIRCUIT 3 1"C. FROM RED DOT NEMA CONFIGURATION WITH PROVIDE FS J-BOX (VERYIFY LOCATIONS) 2EG , WITH FLUSH COVER FOR 4 SQUARE FS BOX. / , WITH ISOLATED GROUND ' t k" ;•♦.. . CONTROLLER STATION EQUIPMENT. ----- d 2-i OdU-3/4 C. PAINT TO MATCH DUPLEX RECEPTACLE 1-1I IG AND. !� ® 48" A.F.F. IN PEM ij ' i` ` - � STOCK WALL TO - - COLUMN. PROVIDE GROMMET TO �. ( � 1-1i0C CND. �, ALLOW MC CABLE DIRECT i; , i t 1 i .�.,._, ,::a Try r i g r -rrn � : i r.r_tFnONt tRMiivAu BOARu. , I EDr bOT-( . CONNECTION TO BACK �; ,, 1 �(�t'�TROLLER :-_ ,'44 I OF FS BOX. : Y`{ i r STANDARD DUPLEX FLUSH I CD RACK GONDOLA POWER " A.h.F. (E) CONDUIT TO i I MOUNT IN BODEN COLUMN I 1 3 SERVICE LOOP ATTACHED t " WRAP -, , , . Ai ! _ # k. _. 2.L JUST INSIDE OPENING AND SERVER LOCATION 12 O.C. ' I 0 I i I i i i( TERMINATED MALE RJ-45 ' NOTE: T'±' 0 �!WW T T? v I __, _�_=T AND TIED OFF a COORDINATE EXACT LOCATION OF RECEPTACLE WITH OWNER FINISHED FLOOR FINISHED FLOOR I I PRIOR TO FINAL ROUGH-IN. 13 CABLING DETAIL 1 i . SEE POWER PLANS FOR KEYNOTE DESCRIPTIONS. AT NON WRAPPED COLUMNS AT WRAPPED COLUMNS f MG2 11-0029-01/ECI 50M04 } I PEM STOCK RED DOT LOCATION I PM: MAP I . ? DRAWN: RKD SECTION VIEW I ELECTRICAL r i f I DATE: 06.27.06 1 DATE: 06.27.Ofi DATE: 08.14.09 I RED DOT AUDIO SCALE. NONE 1 I COLUMN RECEPTACLE SCALE NONE I CONVIENENCE OUTLET AT 1 I DRAWN: STJ ► , 4 VISUAL STATIONS DETAIL FOR MERCHICKENDIZER DETAIL DRAWN: STJ DETAILS I DRAWN: STJ ___ _ f L ; COLUMN MOUNTING DE-AIL I NW-ESD-103 _ ; _ � _ - _ _ _ _ __ _ __ _ NORTHWEST STANDARD DETAIL ! I W ESD 1 05 I NORTHWEST STANDARD DETAIL NORTHWEST STANDARD DETAIL NW--ESD--106 I E5 „ 2 ,4 , , l ,tf,,,, t ,,,,t";, e Sv rs :„ 7,-„,,.,,, , 1,,`,4, ,r v,,,; F ,' 1 I F „ ,, _ , , . , ,..:} „ ....:, ,,,,..,, s,_,,,,H,,, r , ,„ ,r , , ,,:, LEAVE AN EXTRA 3'-0„ LENGTH OF PULL CORD 1 OUTSIDE OF COLUMN STORE #00375 LEAVE AN EXTRA LEAVE AN EXTRA 3'-0" TERMINATE WITH :$ LEA E PLASTIC BUSHING N.N. TIGARD 3'-0" LENGTH OF LENGTH OF PULL CORD N____N____ 1 PULL CORD OUTSIDE ABOVE THE CEILING Al ( OF F COLUMN 1/2" HOLE WITH ' i — MM CEILING CEILING j 11565 SW PACIFIC HWY ( ` RUBBER GRO ETT I I . nkw + + I TIGARD, OR 97223 I 1/2" HOLE WITH CEILING RUBBER .GROMMETT I ( CEILING ( � I ( .....,.,_... ..,. .,., ....._.,. . II # STRUCTURAL COLUMN TYP. I i I I # I # FISH PULL CORD IN {VERIFY LOCATIONS) FISH PULL CORD ON OUTSIDE I COLUMN FOR FUTURE USE OF COLUMN FOR FUTURE USE. STRUCTURAL COLUMN TW. (VERYIFY LOCATIONS) I ____A f__1_ i COLUMN WRAP (BY FRED RING DOWN PHONE RING DOWN PHONE FISH PULL CORD IN COLUMN LOCATIONS) CASEWORK SUPPLIER �. MEYER STORES ALE COLUMN WRAP I VERYIFY LOCATIONS ) 1/2" CONDUIT W/ PULLCORD + 1 I ( COLUMN FOR FUTURE USE. '�-1 ( } MOUNTED TO STEEL COLUMN I INC. ! ) (BY CASEWORK CONTINUES UNDER COLUMN I STRUCTURAL COLUMN SUPPLIER) ■- I ( 3/4" MELAMINE BACKER WRAP. ALL CONDUCTORS AND• �` 1/2" I ! BOARD 11"T x 14" W 1/2 RUBBER FINAL CONNECTIONS BY j 3800 SE 22ND AVENUE i II GROMMET!' i1 1 (BY CASEWORK NETWORK SERVICES. PORTLAND, OREGON, 97202 1 �' RUBBER !i I ! SUPPLIER) / I 1 503.232.8844 GROMMETT EQUIPMENT AND CONNECTIONS BY NETWORK _ STRUCTURAL COLUMN TYP. 503,797.3509 FAX____,,,_____ 4/1 , , , -1-1-Ard I ACLU-SCAN ACLU SCAN j{ SERVICES. _ (VERYIFY LOCATIONS) 48" 0.C. 48" 0.C. " 1/2" STANDARD J-BOX FLUSH I STRUCTURAL COLUMN 1W. ) ( 1/2 HOLE WITH I MOUNT IN J-BOX COLUMN 1 (VERYIFY LOCATIONS) I I I 4'-0" o.c. RUBBER GROMMETT 4'-O" o.c I WRAP. VERIFY EXACT . FINISHED I [ LOCATIONS PRIOR TO I FLOOR FINISHED I PLACEMENT. FINISHED FLOOR FINISHED FLOOR FLOOR I I , ? 'r ` 1 1 ,$nu r I o x p s w .. tf �n p - i ass,,„„'.:'R;,, ,,,,,�;,„.,A: ;,7'sk �a y�,�^ �"rt .14. AT NO\—WRAPPED COLUMNS AT WRAPPED COLUMNS AT NON—WRAPPED COLUMNS AT WRAPPED COLUMNS E I Engineering Consultants Incorporated 1 I 376-9820 - 822 303 Federal Way Boise,Idaho 83705 • I Phone(208)376 9820 Fax(208)376 9_-_ www.eciboise.com SECTION VIEW # SECTION VIEW i j DATE: 06.27.06 DATE: 0fi.27.Ofi ( CUSTOM ER CALL TELEPHONE SCALE: NONE ACCU—SCAN COLUMN SCALE: NONE T I DRAWN: STJ DETAIL AWN S�J� s COLUMN MOUNTING DETAIL DR • MOUNTING • I NORTHWEST STANDARD DETAIL NW--ESD_ 07 NORTHWEST STANDARD DETAIL NW-ES D- OS NORTHWEST . j �- i1 ; DECOR I{ I, . 1 P i I (REMODEL) j„,,,, i, , NIPPLE.........; Ij N LE + 1 I N W i . j WINDOW � 1111--�------WI DO e 1 NIPPLE !'�._., '1 I I ij i I ' ;' . WINDOW i ( MART CART ; ! 1 POLE I WELDED & BEVELED WELDED & ( �( , ! TOP CAP BEVELED 1 1 I MART CART ' + POLE I; 1, i TOP CAP } IIH ��PROVIDE PLTE TO COVER „ MC CABLE ia. , 4 + .1 FULL CURB AND TO FINISH I STEEL CITY” $ „,, .,u._. ; , i MC CABLE !, �_. 1 i 1 /I, ;L i,> 1, FLOOR. CUT OUT PLATE AND - P N CDOW ( f� "STEEL CITY” P/N CDOW 1 POLE FOR J-BOX ACCESS `"' OR SIMILIAR ;' j FINISH FLOOR OR SIMILIAR (TYP.) _ '1,;c 11 LAG BOLTS .•.././//// 1 . I (TYP.) , 1I I Y; EXISTING ELECTRICAL BOX I # (TYP. OF 6) ,�I,,�,////�. . I 1111 ^Qr ` .........., A �U� � `I � 1 NYLON kR STAINLESS STEEL 5 ( � �i,j'„�,�� - --,-,-;>•,--.,- jJJ' 1! FINISH FLOOR ! ,..4 �,, � WALLPLATE (TYP.)r SIDE VIEW SIDE VIEW `, ( i WALLPLATE (TYP.) as 'i,i 1 '�'_= —__.—�._ i 9 I, 1 ( � � sl��l;!� I� {!ii ; ( ,� PAINT POLE 111 I{ i �� iijl if r - - j i , 1 _ i _ .rte . . WALLSTCH 1 2” FLEX CONDUIT i ,i,; DUPLEX OUTLET I / E�,. !''. i' 46"A.F.F. MOUNTED HORIZONTALLY ( PAINT POLE _ _ .i1• 11 1 ( ; ,!; , llIII�IiNUII BELOW STUD TRACK, IN TO MATCH I ' x11ii' WALLS �- s�(�,i� HAND BOX. � i.__.. _...___..__.._...__....._._._.._...._._.__.____.--.__._. _________________._ _...., ! i , ' �31,i;) 1i!w i z I 1 ; ; Ij,'(li I� I WINDOW I 1 I MOUNT POLE ,, , i ,!I ;,t ., 3/4 FLEX OR i i ': ; 1/4" STEEL PLATE I i I i j 1 IN CURB AT 11 a jj(IiE j MC CABLE ( ! 1 ` I f ? i I I ; WINDOW WALL 3/4" „ • i j Ifs! L I f: i j I (; ! ! 4"x4"x 44" SQUARE STEEL 3/4 X "1/2 FIP I ; ;:11 ,; ! SINGLE HOLE 1 ! LAG BOLTS I I CURB # ► ! ANN W C S I TA x 1 2" FLEX 1 11 111 e'1' STRAP (TYP. OF 6) 1# E CHANNEL / BLOCK 1 / I 'PIP ( TOP OF Ii 1 FOR SINGLE GANG J-BOX (TYP). i CURB ;1,-,,ii! 1ili �! E 4"x 4"x 44" SQUARE STEEL 11 i ' HI: , ! �; ! ! CURB ! WALL I, ! ! I ! MOUNT IN CURB AT WINDOW WAL I I !'''. , j� CHANNEL W BLOCK OUTS ' I .� , , 1 ' ii 1, 'E t t; i ! ��a,4,�� awe► I l f Y + + L 11, ` ! )• f - - FOR SINGLE GANG J-BOX TYP ! ' IT: ! 1 i �, ! , GFIC, 20 AMP, 120V ? 1'1,1,41 ` jI; i ( i �,r -. r,�. i j. I , � 1 isf{! ! ��.: ... !�_ �. ! ; i NEMA 5-20R ; I$t�� 1'11 ,1.1 ! - c I ;.i L �_.'' 11E11 s 1 'nip,r. IIII 11111.:1 1 ':1 i" , ti i , i`! I e ' ' _ -,, RECEPTACLE x'1',.1 } i!i,' ( __ _ ! ! (TYP. OF 2) ! iii :! 1111 __--r=L! ;! +' i i i a EXISTING ELECTRICAL I ' { ,� SEE DETAIL #2 ' ' FINISHED FLOOR i -� GFIC, 20 AMP, 120V CONDUIT FINISHED i -:, ( ng _ FLOOR LINE y , ! � NEMA 5 20R RECEPTACLE i 1 � , t EXISTING ELECTRICAL EXISTING ELECTRICAL # 1 ! r..�.._.:..._._......_.._..._._...__.....__...__--------._.._.___..... __...,__----�_�:::�_...::.:...Tm_:__._:-��-,-:::--:-W�:�-::_:.::-_--�_:.-r::�::::-::��:::_-_-:�::_:::j (TYP. OF 2) (SEE DETAIL #2) , 1 JUNCTION BOX } „ ; CONDUIT , , SECTION VIEW 1/4" STEEL PLATE I ' _ ! _; I 'co s I I ! I CURB 1 -I- r) M I ! i I f SECTION VIEW I 1 EXISTING ELECTRICAL 1 CURB SECTION VIEW JUNCTION __._ � i ,i # # CONDUIT STUB UP i �._._._....._.... ._..-_ ABOVE FLOOR 1 TO BE DETERMINED BY {! ' EXISTING ELECTRICAL CONDUIT , , I REMODEL CONDITION FLOOR l EDINE I' FINISHED , • I I 1 I DATE 08.14.09 IX) FLOOR LINE _ ( DATE: 06.27.06 z -� 3 4" RGMC 90• NEW HART CART REMODEL--MART CART NONE " / DATE: : NoN�•06 PRODUCE PREP DUPLEX ! SCALE NONE SCALE. 3/4"C. SCH. 40 PVC STJ i OUTLE 1 DRAWN: STJ DRAWN: STJ ____ FRONT VIEW POLE RECEPTACLE DEAIL (TYP} UNDER FLOOR �' POLE RECEPTACLE DETAIL DRAWN. � MOUNTING DETAIL j FRO\T VIEW + — SD-1 U9 MIN-ESD-110 NORTHWEST STANDARD DETAIL 1 NW—ESD-1 11 /ilk j a� NORTHWEST STANDARD DETAIL NW E FRED MEYER STANDARD DETAIL j , . j I LESLIE STITH,P.E. OWNER PROVIDED SENSORMATIC — N, 1( CONTROLLER. MOUNT AT 11'-0"MOUNTED PUSH—BUTTON FLUSH TYPICAL ACCESS PANEL, VESTIBULE WALL A.F.F. TO BOTTOM OF BOX AND , TO FRONT SIDE OF CASE1 - SENSORMATIC VERIFY EXACT CENTERED IN WALL SHOWN ON. # c:. 1 PEDESTAL LOCATION a � — / M1 LDGE CASE I � :I I , DRILL THR OUGH ,I I F CASE TO _ j. . _... -___ - ___.,....___.__..__...._.. __......_..____._._....__._ _. � FRONT OF CASE _L..__. ! S DE 0 _ PROVIDE ONE ISOLATED I ACCESSIBLE __. ! i END CAP TRIM. GROUND DUPLEX r. 2, I ! LOCATION ! ( �'�► ,�,•�* 00 it JUNCTION LBOX FOR i/E TAP AND USE #10 1/2" ! I j .. .. j i " ' i 9 EACH SECURITY SYSTEM. 3/4"C. STUBBED i c-.� SHEET METAL SCREW 1 # _ " I ;.,._.� I • MOUNT AT 11 -0 A.F.F. _ UP TO ACCESSIBLE I 1�' UNDERFLOOR ' ! DUCT__ __! CEILING SPACE. # r j 11111 i I I � q I I I i ; , f P ® ! INSIDE OF U SHFO R " �� EDWARDS 59, 3/4 SNAP FIT ; T..-..-.;. ................_..__.......____..........._..;., I PUSH-BUTTON, DRILL 3 4 INSULATE TERMINATIONS �' 0 DATE S .7 n 0 r4r0 0 EXTERIOR " i / # 11 111[1]ilir E DESCRIPTION i i i WALL , HOLE IN CENTER OF PLATE .- o) 0 —I I I I ! '� MOUNTED PUSH-BUTTON FLUSH \ I 0 \ 1..._._.i ! TO FRONT SIDE OF CASE ii d I 1 FLOOR . . . . P ,r 4 ! � j II I _ - ��SMG CASE �� I PROVIDE TWO 1" CONDUITS FROM i 11}11 / 1 DRILL THROUGH SECTION O _.__. L _ JUNCTION BOX TO UNDERFLOOR i S E®\®� RED PHENOLIC NAME SIDE OF CASE TO / �.t ( g UCT. ROUTE CONDUIT SUCH THAT II • f�V PLATE FIELD DIMENSION `' ACCESSIBLE ;Y SINGLE CELL UNDERFLOOR DUCT. ISTANCE FROM JUNCTION BOX TO + I WITH RED 1 4 ENGRAVED {�"'�� r FURTHEST.PEDESTAL DOES NOT ! I I LOCATION t IF II LETTERING / PROVIDE UNDERFLOOR DUCT AFTERSET ACTIVATION AT EACH PEDESTAL WITHIN THE CONFINES Or EXCEED 40'— ,.: � i ; i+ PROVIDE UNDERFLOOR n ni i T rrr r—r n-r� i -r' � r EACH� r r r � �T��u �-�it CONFINES r n/� / �� ; f THE PEDESTAL BASE. VERIFY EXACT LOCATION WITH SENSORMATIC. SYSTEM INSTALLER AT THE :;— GFIC, PENETRETE TO , `, , 20 AMP NEMA � TIME OF INSTALLATION. 5-20R FLUSH MOUNTED 1 ! ! RECEPTACLE WITH NYLON 1/�' 1/8" I VOID SPACEI SL ,; \ _ , ��,, j INSIDE CASE PROVIDE SINGLE CELL UNDERFLOOR DUCT ACROSS ENTRY AND CENTERED ON oo WALL PLATE. ... _ I i ! f "'- FIELD DIMENSION LEAVE o ~�1 SENSORMATIC PEDESTALS. REFER TO STORE FIXTURE PLAN FOR PEDESTAL LOCATIONS. J� -! \ T ( FINISHED FLOOR I 1/8 ON EACH SIDE NOTE - COORDINATE ALL WORK IN MEAT m I F, PER n., ` \ i CASE WITH EQUIPMENT SUPPLIER AND m I I NOT APPROVED WITH THIS E 1 I _.._...-.._......_..._...._....__.........._......... _ _ .._............._..._.._._._.__._............_._.._._.-...__._._._........__....... _ KROGER PROJECT MANAGER. . (s j GENERAL NOTES: MG2 11-0029-01/ECI 50M04 FRONT VIEW CASE (, „ PM: MAC i # 1• ENSURE THAT THERE ARE NO METAL STUDS WITHIN V-0" OF SENSORMATIC PEDESTAL. ENSURE THAT THERE ARE NO TELEVISION MONITORS, CASH REGISTERS OR TAGGED MERCHANDISE WITHIN 6-0 i FRONT VIEW SIDE VIEW SIDE VIEW ,_ " DRAWN: Ric® + I LATERALLY OR DIRECTLY ABOVE PEDESTALS. ENSURE THAT THERE ARE NO NEON TRANSFORMERS OR FLUORESCENT BALLASTS WITHIN 8 0 OF PEDESTALS OR TRANSMITTER/RECEIVER EQUIPMENT. 2. ALARM DEVICES AND CABLING ARE BY FRED MEYER'S SECURITY CONTRACTOR. , ELECTRICAL 3, SENSOMATIC DUCT TO BE PLACED (CENTERED) 18" FROM CENTER OF DOOR AT BOTH MAIN ENTRANCES. STANDARD i ; I c 1 r � i DATE: 06.27.06 CUSTO v ER SERVICE ! DATE: 06.27.06 DATE: 11.14.11 MART CART INTERIOR I SCALE: NONE ( scALE: NONE SENSORMATIC SECURITY DETAILS DRAWN: STJ DRAWN: STJ (( DRAWN: STJ .I WALL RECEPTACLE DETAIL PUSHBUTTON DETAIL PEDESTALS DETAIL : -112 NW-ESD-113 ` NW-ESD-114 �' NORTHWEST STANDARD DETAIL NW-ESD NORTHWEST STANDARD DETAIL I NORTHWEST STANDARD DETAIL I ® 0 5 . ., _ —. - - - - - - - _ - o,f,',' ,,,r,:1',,1. -i If ,n",' s`,iv+,',,'h''.::' £n 9r 1•:f,^'" e 1.'11 ''i':,,':'. SEE PLAN VIEW SEE PLAN VIEW °Z W > =° PARAPET WALL ROOF DRAIN DOWNSPOUT CLIP AND SECTION VIEW AND SECTION VIEW U GMK-RAKE. - - ROOF DRAIN WITH ROOF DRAIN WITH 1 OVERFLOW DRAIN OVERFLOW OVERFLOW t (\is • �' O 01111 '1� GIT-3A , a o z .. , ,. ; � GIT-3A I zW Q / . I l f` W W W�HD f CONTROLLER CONTROLLER I =.- N �,`1°�,y SENSOR r ` i I! • ROOF DRAIN PENETRATION 11 =g U 3 x z z TO GFI PROTECTED • �, ►- d.�. #00375 CIRCUIT I ,.A HEAT CABLE (TYP. ,OF 2) +' �'W 5 1 . x W Q J �• M-2XT 12 I� ~ 2 z-'WOWS IG G { BOX 3A WATTS PER FOOT. ICE-CUBE ' °°" 2 W = W>- BOX ~...�. RELAYS 3 #10 THHN -3/4 C I� o�'o© o N �- o 0 0 o - c,4J - cx mod'ac.� • ROOF CLIPS. SET IN _ 'I 1505 SW PACIFIC HWY p W W z W 3 La. rfi ~`. 9 " i 3 ��,i- oar a --, MASTIC. GMK-RC (TYP) ' ti} ~ '~, TO EMS SYSTEM '"" . 10 2 POLE 4 j w o a ` w z W N ° w c``'ii i T'I5 SW C 97223 ~. ; , V a o to o / BY CONTROLS R C Q CONTACTOR WITHIN 3 M _ °a z~ s '; CONTRACTOR. t__- ® a a - !� ,°�, �� NW° oW i _ NEMA 1 ENCLOSURE LIzo61 o WJckW os i 1 AMPERAGE TO MATCH I =c)21.- c°,o ! �-� .....M T�= z c, m W 0 cn 0' SI ? , • a I i A 120V CONTROL „ • PLAN Vi EW SUPPLY BY EC <==. 3-#10 THHN -3/4 C • i i 4 FRED EYE STORES INC., ' ' 0 ii I T1 ,\ KEY NOTES: I . OVERFLOW 0 L 0 HEAT TAPE SHALL RUN DOWN INSIDE THE ROOF DRAIN 1 z 3800 SE 22ND AVENUE fIn iEjl,t},5., PORTLAND, OREGON, 97202 ;f)fh{,1�, �_�. PIPE AND TERMINATE AT 4'-0" INSIDE THE ,,,,t' ROOF DRAIN ;. .. CONDITIONED BUILDING. IF THE ROOF DRAIN DOES + 1 5®3.232.8844 '�' NOT ROUTE THROUGH THE CONDITIONED BUILDING, THE 1 z ir A! I HEAT TAPED SHALL RUN DOWN TO 4'-0" BELOW b o I iiii „ 0 503.797.3509 FAX GRADE OR TO DAYLIGHT. ,,111; II�i`(il,I1 v alil,i!'j "i 2 MOUNT GIT-2 CONTROL BOX AT +18" ABOVE ROOF ON I, ��;il 480Y/277 VOLT ,;!, i;i't PARAPET WALL, OR STEM MOUNT AT +18" ABOVE I ;I;I �!,.;,,I,l;{ PANEL TYPICAL ; ( { l , „n FINISH DECK IF NO PARAPET WALL. PROVIDE GFI ��'!'` ` '' ' VIEW , I , ,„,,SECTION PROTECTION FOR CIRCUIT. 111,,1 1,111! j111ii� II ,Ii i,Ill ) ,;1'� !I111111H1l�111 l Of ROOF DRAIN CIRCUIT TO BE PROTECTED BY A GFi BREAKER. AMPERAGE TO BE AS SPECIFIED. } I1'!`iii I'IIl;i`' CONTROLS DETAIL • �,r I I I,,1 f ::,.0'' ',��la ��H r '" '7�3i t�" s �" ��o. 1z�: . 0 CONTACTOR POLE QUANTITY IS ESTABLISHED BY THE 11111 i i ,. t x i ,,,. I u i, - .,. ',a� y t i r ,,•QUANTITY OF ROOF DRAINS TO BE SERVED BY THE I''i1 ! I i v 1 � �'£t4 *,t4 ga'cy , A, 1. �G:,4 j n� m �Y ,¢,, < CONTACTOR ENCLOSURE. �,�, „µw ,,. •.�, a t 4 �4 } Engineering Consultants Incorporated �J ENCLOSURE PROVIDED BY EMS CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR. EMS I 303 Federal Way Boise,Idaho 83705 CONTROLS BY EMS CONTRACTOR. I Phone(208)3 w8eciboiFax(208)376-98 22 2 1 DATE: 08.14.09 i I DATE: 06.27.06 NON ARTIC ROOF DRAIN/OVERFLOW SCALE: . NONE � TRENCH DRAIN ; SCALE: NONE DRAWN: STJ HEAT TAPE DETAIL I DRAWN. STJ HEAT TAPE DETAIL lu NW-ESD-130 ¢ NW-ESD-131 NORTHWEST STANDARD DETAIL , I NORTHWEST STANDARD DETAIL ' I; „ l I ( TRICAL, . . I 1 I Ii EEC UNISTRUT ' 1 CONDUIT ON BOTTOM OF UNISTRUT TYPICAL MOUNTED JUNCTION BOX MOUNTED TRUSS , ADJACENT TO r ( ) DECOR I I (TYPICAL) , , 'I it ROOF TRUSS (( ll ! : f ELECTRICAL CONTRACTOR TO !� FOR CONTROL(T JUNCTION BOX CONTRACTOR ! •� ,� f.) w :' i' . (REMODEL) �, I 3/4„ - -- --- _�{, 3/4" ELECTRICAL - CONTROLS CONTRACTOR TO PROVIDE AND INSTALL CT ADJUSTABLE FROM 1.5A CT C T. CONNECTION. RETRACTABLE 1 i FLEX 1 I CONDUIT TYPICAL HOME RUN ' IC STATUS TO EMS SIGNAL AND PROGRAM EMS PANEL TO TURN AC/RTU UNff ON WHEN 3/4"c. W/3-14cU 1+ `/4 CORD REEL. ,l I (TYPICAL) l i SIGNAL IS RELIEVED FROM THE CT FOR EXHAUST FAN MAKE-UP AIR. AC/R111 IS NOT 1 PROVED BY q.ECTRICAL FLEX • • I 3/4" C. 1 } TO RUN WHEN EF IS ACTIVATED DUE TO.ANSUL SYSTEM ACTIVATION. CONTRACTOR i p OVIDED BY -----�120V-10 HOOD LIGHTS�- ' -� RETRACTABLE UNISTRUT MOUNTED I ELECTRICAL e I ' ' JUNCTION BOX TRUSS CORD REEL. BELOW ROOF DECK(TY�rc�t.) - � •� li CONTRACTOR ___ .- __ � ._ _ � -_ --�-- ---- -- �� (TYPICAL) `� 2 GANG BOX WITH . - _.., ; BOTTOM OF 0 L5-20R RECEPTACLE MOUNT CONTROL BOX I TB1-3! 1 ;Te1-1, j UNISTRUT EF CONTACTOR ` IN SINGLE GANG BOX l • I ' EXHAUST FAN (EF) CENTERED ON BOX r` I + J ---�•- `T81-2 '�' ---- UNISTRUT MOUNTED UNISTRUT MOUNTED • H E -1 I HOOD swlTC . : , POWER BY �-' -'�'!--'�+" ' To 30 ROOF TRUSS ADJACENT TO ROOF TRUSS BETWEEN R00 T �i, 'I 4'-0" ; ._..__..__.._ ..___.`. .�_.-.. EROVIDED�BY _ _ ELECTRICAL '` I- I1► 1 i 1 CONTRACTOR. �, ~ r I CONTRACTOR. SEE ► ! �. -�'F-•°�i- L--j TO P VIEW I , • I 9 PLANS FOR LOCATION. ! i ! I SEE ELECTRICAL POWER Q' HVAC SHEET FOR MOTOR l ''I' �, _ AUX.1 I MOUNT ON CA IN I I P-- l'..7.,,_ l 4 _.�; ! ELECTRICAL SPECIFICATIONS. I i l ETHERNET B ET II __._._._..._. , _...ry UNISTRUT MOUNTED BELOW 1'-2" NON-HINGED SIDE Ic �- ; "SIFT" RELAY 1 ANSUL MICRO „. , . swrrcw , ! , ROOF DECK TO 30 POWER BY i 0 __ i1 CONTROL PANEL TERMINAL CONNECTIONS , ! ' ! � 1 , i ANSUL SYSTEM CONTROL PANEL CONTRACTOR. Z- -14--'93C'"-! "'� �� ELE�ICA1 - � � I� JUNCTION BOX MOUNTED ON � 3/4"�ELECTRICAL CONDUIT _ stir, I l a :TB1-11 NEUTRAL PROVIDED BY OWNER AND Z" -ti-s"+'-: I-- I I I (TYPICAL)- C8 II BOTTOM OF UNISTRUT TYPICAL ROOF 1 1 __..-1 INSTALLED BY MECHANICAL o II- "- C$0-I �._ G N L SI 1 CONTROL PANEL CONNECTION v ! 1` w 1 1 - - CONTRACTOR �- INTERNAL-MOOD SUPPLY FAN I SEE ELECTRICAL POWER s "°`, " --�� ,�._ 1 i ,..il I 1TB1-3,HooO LIGHTING (120V) GENERAL NOTE. m° IF NEEDED HVAC SHEET FOR MOTOR 1 I 6CU GROUND CONDUCTOR TOF - ) 1 ELECTRICAL SPECIFIONS.CONTROL BOX ,I s TB1 4?ANSUL SYSTEM N.O. COTACT 1. COOL PANEL PRDED BY CONOLS �_...-.. I o VARIS 'I+ 2 0 A.F.F. / BUILDING STEEL. GROUND TERMINATE , ! _FURNISHED WITH fi w 1 , , _ � W j r�i. AT OWNER PROVIDED BUSS BAR IN !Tim-5!EL'UIPMENT SHUNT TRIP INPUT(120V) RESPONSIBLE TO INSTALL CONTROL PANEL AND I RELAY S1 I lx.. I i.-'. ! z SEQUENCE OF OPERATION f I j CENTERLINE DOCK LEVELER o 1 �� JOIST SPACE I i CABINET. RUN IN COMMON CONDUIT ,; I 1 .FOR ALL FINAL CONNECTIONS AND TO COORDINATE 1 T _ 1" 7 I j OF PIT I i; I TB1-61 EQUIPMENT SHUNT TRIP OUTPUT (120v) WITH CONTROLS CONTRACTOR FOR OPERA11ONAL ; X1-6""' c"''i I 1. HOOD CONTROL PANEL IS TURNED ON WHICH UPS WITH UPS POWER CONDUCTORS. �1 SYSTEM. CONTROLS CONTRACTOR IS RESPONSIBLE -" ___ ENERGIZES HVAC THROUGH CONTROLS AND 1 1(1 101 L5-20R RECEPTACLE \ II FOR ALL CONTROL CONNECTIONS. ---� +` 1132-1 AHU AC UNiT SHUTDOWN INPUT ! 1 TB2-11 HOOD LIGHTS. }} � n UNISTRUT (TYPICAL) a1:, , MOUNTED IN PIT \ II i / I _ ! 1 uj (LENGTH VARIES) (1 2. COORDINATE WITH CONTROLS CONTRACTOR PRIOR ! FIRE PANEL i 2. ANSUL SYSTEM IS ENERGIZED WHICH ACTIVATES +; • 11 Tel-2!AHU/AC UNIT SHUTDOWN OUTPUT To INSTALLATION. I ACf RTU UNIT I X2_3? 1 ANSUL RELAY. ANSUL RELAY DE-ENERGIZES „ ��,.; lei REMOVE PLUG FURNISHED � f RELAY F1 i _..___.__._1 HOOD LIGHTS AND ALL EQUIPMENT UNDER ;} 3/4 FLEX CONDUIT. � � I I FlRE PANEL CONNECTION INPUT(24VDC) 3. THIS DETAIL DOES NOT APPLY WHEN MAKE UP AIR ® NUL ' ELECTRICAL CONTRACTOR WITH DOCK LEVELER AND I SECURE TO UNISTRUT I IS DIRECTLY INTRODUCED INTO HAM GLAZING HOOD ; TB2-4� AST FAN, TT WILL CONTINUE TO ' REPLACE WITH L5-20P s► - o F TOP VARIES TB2-41 FlRE CONNECTION OUTPUT (24VDC) AS IN AIR COMPENSATING HOOD. SEE ---- RUN. MAKE-UP AIR.UNIT AN R00 i PROVIDED RETRACTABLE CORD NEC-96.8.3.2. ,__...-_-21 ; c_S' .:. ..:: -, i, UNIT WILL BE SHUT DOWN. , • Ei I - �`�_'` REEL. PRO REEL NO 8050MP OR , , • \,,,,,40 999 �Te2-2' EQUIVELANT. REEL AND CORD TO 4. DASHED LINES ARE CONNECTIONS BY ELECTRICAL 3. ANSUL SYSTEM RELAY PROVIDES CLOSED EQ BLACK . COLOR,AND s?' E CONTRACTOR. CONTACT TO FlRE ALARM SYSTEM CONTROL 6" ABOVE ir � ,• A A GRID BOTTOM ,� -,, MINIMUM TO 50' MAXIMUM IN I DOCK LEVELER MOTOR + CONTROL PANEL pAN0.THROUGH THE F1 RELAY. I o ; ! I____.._.._.-.._ _..._._.....___.___: __......._______.____-_ _.._ LENGTH, 120V, TRIPLE GROUNDED S I 'it OUTLETS MOLDED ON TO CORD. '' MUST BE UL LISTED. PAINT OUT • . j * SEE POWER PLANS FOR KEYNOTE DESCRIPTIONS. TO MATCH CEILING DECOR. IP I, +1 LOCATE CENTERED OF 2x4 T-EAR ;i I4 ' � BOTTOM OF GRID TILE It GRID PATTERN PERMIT SET I 1 DATE: 08.14.09 r3 DATE: 10.07.09 ! ! DATE 11.21.06 § DATE. 11.14.11 HAY GLAZING HOOD SCALE: NONE I PEM CORD REEL SCALE: NONE s a } SCALE: NONE t EHERNET CABINET SCALE: NONE ; DRAWN: STJ ! ELEVATION VIEW • I 14 DRAWN: RJB/stj �/ 3 I DOCK LEVEL DRAWN: CFN DRAWN: STJ - � MOUNTING DETAIL I '�:: 1 ' ELECTRICAL- DETAIL � CONTROL WIRING DETAIL I I . 1 I 1 11 1 - I NW- - NW-ESD-148 RW-ESD-147A , NW-ESD. 133 NW ESD 146 i1 MASTER SPECIFICATION DETAIL I, NORTHWEST STANDARD DETAIL 1 MASTER SPECIFICATION STANDARD DETAIL ; NORTHWEST STANDARD DETA{L } r i NO MOTION ilk NOTE i i SENSOR I ; �__. _ En Mang y tem Co or p tch - a ement S s ntrat shall check the di swi in the 7 '- 'u' 1 5. er9Y p 1 I NO MOTION ,,. JOISTS h s.: SENSOR motion sensor for the proper settings which should be maximum sensitivity i r. �' sa. JOIST , 1.___________„,, ! ,--- _. Kro er Installation S ecifications for Watt Sto er Motion Sensors on/mom g P PP I and 2 minutes of time delay. The dip switch settings should be 1 and .3 ! a I Hussmann Cases ,,i 4.1-,°` - 1 :: __r--1 • POWER 1 ON, 2 and 4 OFF. i ; t•, � - S aL.A. POLE 6. Energy Management System Contractor shall mount motion sensor to the ! I, -r~} -' ': "_ - i- ' u 4 c LESLIE STITH,P.E. METAL o o AND ' DETML 9Y 9 Y . I Scope top of the case using three 8x1 2"screws. Mount sensor to one side of I =�- \ -.l ! '� ' ' ti INSTALLED BY NOTE #5 P g ham.,.._' r_. CONTRACTOR. ,' Kroger will be adding motion sensors to the top of the glass door cases with LED lighting for j w,.� + _-_; �_, f `� ; liti the case joint. The front of the motion sensor mounting bracket should be ! !„.„.\ _ additional case li htin control. A motion sensor will generally control t 1 lighting.•.... ,'} '-- UNISTRUT, flush with the front of the case so that the motion sensor lens is out -'--' ------'- ----•-------is:� � • OPENING ` !... ` , \�. :-� •`~-! -? TOP I I I 1��7� I I •� �. I FACING I LED lighting for two cases. Motion sensors are not to be used on cases along a wall, past the front of the case. f , ;T '_ ' ` \ ; POWER POLL:. POWER n of aisles or on glass door cases that can be seen without walking into the T i `__, r T �"' at the ends a s es . . . . ' ( . L_- i �r .• III ( i I I I I 1 I i 7. Located at the case joint are holes in the wiring channel (kick rail) into 5; , o o 1, BY OWNER. 9 9 ;` cn "i� cn 1� �. , ;� r r J. ■. aisle. insulation. ! t z s z _ ,, '-�i f 1 r; ; W \.. =\ W 1 pry, ____,-- ____ �, the case return air channel and covered only by the case nsulat , ` 1 I .,, o m� *.. .1 UNISTRUT, � ..'�� ,,::�. � C ':}-� }„s:•.:. � � s i .! ; t} ' - -,.�.: 1�t.,t"""\ � �:,.j k+*^r• ,A 1 r shall drill through the insulation in the hole closest to _. ' • 9201 . OPENING Electrical CQTI C4ct4. a g �! t ' 1 - ' i -, THESE SENSORS ONLY FACING I o `I 1 . _. , �, T`� CONTROL THE CASES z t the mullion under the motion sensor. NOTE. If the motion sensor is not ',I - �' � �PatireR NOTE � �,, � ti - �. ~. �.�,.' �: �.,,.._..� POLE. �, POLE ac General Notes 1/2" `! ° t' i' SLOT IN 1 ,I Iw...._t -,- , "z ;' i • „� PowER NOTE I thro h the wirewa and _ ,�" �;�•-�' z ;-��'' HATCHED. FOR ,� , , 'T�;:! located at a case joint drill a 1/2 hoe ug y - ;+ t n ,r- I rte:\` ,�_1 .r " ' ONLY( POWER UNISTRUT POWER 1. Kroger shall provide the motion sensors, power packs, connection cables for j , ! REFERENCE ONL r CHANNEL 9 P s ! '\` i '\,� Nut .�I''-' � o A, r POLE POLE t insulation into, the case return air channel below the mullion and motion } ;-_� ;,---, ,-"� �- ' \ .-' m \ ~,-- 'E � ` the motion sensor and shielded RJ-45 couplers. ..... , 4 11 Contractor shall supply all necessary fasteners, grommets, sealants sensor. } - �' I *LIE ... i � , • 2. Electrical Co i � �•~� � ` �� ` ,-.._.,a,.,,, .,�, �, ,.. .:. .. , ..�.` COUNTER ORIELS FRONT RIGHT SIDE • • 8. Energy Management System Contractor shall feed one end of the motion t ,,, ~, ,,, ; , ��; ; w ,�� &ACCESSORIES VARY and any additional wiring. �, �, , v� - , C , sensor cable up through the hole in the top of the cabinet and connect it1 „ „ 3. Electrical Contractor shall be responsible for the proper disposal of all scrap I t 1 5 , ! •- z �. ; = ' o , .,---1 ry to the motion sensor. Electrical Contractor shall seal the hole at the top i , 1.,,.,;_, T= --•;.,. �;- ;=�.,. ,.Ls" \ ;r �; ; :L.L. r ,STORE ELOOR DETAIL A wire and any other items associated with this installation. ! \, o ; o !�, of the case from both inside and out with duct seal or silicon. I -' m ,----, m •-•-; --� � ; I i- 4. All work to meet applicable building and electrical codes. ,,' ; �:• `..1 ! �� ..F _ -.� F=°- �.,, , 5. All work to be conducted in accordance .with all OSHA standards and shall 9. 'Energy Management System -Contractor shall remove the_LED fixture from , ,. ;�:--'� ;-.':"'� - ti ; �ELEVATION the three cll s closest to the vertical run of the sensor cable. Place the „ '.4.•? 's. ; , I,. .;.1 .\, ;� +;*., z ,--• ` -F I �,' r m to ees contractors and customers at all times. P E ".. 1 ,` ,-i '`�Insure the safety of Kroge E p y x � '� ,-,,, motion sensor cable behind the LED fixture and snap fixture back into the ' :, o ,x, o - _ 't �, �� ESCR � f DESCRIPTION 6. Override an case li htin control at the buildin controller for the duration of • _ N ....._.� DATE ID. PT N _ Y 9 9 clips. ! a , F this installation. This override is to be removed after the installation is 4� ` INCOMING POWER ;1` Energy Management System , N ,..._ ,�. , 1,._._._, a ;, 41---,z' 10. Ener Mana ement S stem Contractor shall feed the other end through - com leted• I o o '\.:,,j-_ - , ,.�_._...._ POLE CONNECTION p. ! 1 t ,' i \` ' { i "T _ ��_ •. • F the case return air grill directly above the hole in the wireway and feed , : . t 1 - ! POINT,VARIES""'" - 7. All motion sensors to be set to the maximum sensitivity and to a 2 minute 1" �` "`�\ 0 ' `' ` ' T .,~ TYPE OF COUNTER. ! T 1 1 ® � ®i� delay. Refer to the printed diagram on the back of each motion for proper dip the end through that hole. Electrical Contractor shall seal the hole in the r, \. + ��r +, i ti •I i �� - wire way with duct seal or silicon. switch settings. \ :�' 1 11. Electrical Contrator shall lace the ower su I inside the wire racewa of i I `�:.,' `', `�- 8.Location of the motion sensors are to be determined and marked by the { P P pP Y y ."' ,<. w *• 1 ;, ��F ;, the case. Fasten power supply to wireway with two wire straps. • ! I _•_) ,'\,. I_.,-_\ �_ 1 -I '\.. , \ ; P LAN N VI I E W 1 Kroger Engineer (PM). Generally the motion sensor should be placed at a- case !"~ ' f�' : i ,; \,...L__ I.-- 12. Each case has a switch that is used to turn off power to the LED light 5 1 L.,, 'oint. Some circumstances will re uire the motion sensor to be mounted ( , 1; - J,• .. .•. a , • 1 1 • 1 , 1• 1 1 1 - - i fixture• ; 4i ,,.:,`.__: -,-=-y'_ {'1„"ti_. s { ., F /Li 7 T E - - - direct) above a case mullion that Is not at a case joint. Motion sensors should The switch is connected to Terminal 17'of the case terminal- block, f NO I tS: Y Electrical Contractor shall cut the wire coming from Terminal 17 going to �a �1 .` . c`A be installed directly across the aisle from one another. This will ensure that � _,i� �{��_-` I' �=-��H` REFERENCE,'�' , 1. FOLLOW INSTRUCTIONS SUPPLIED WITH POWER POLES FOR ASSEMBLY&INITIAL INSTALLATION, the door switch. Connect the black and one of the red relay leads of the . , ,X, ., NO MOTION � (( WITH THIS T lighting on both sides of the aisle come on at the same time. • } -=i1 i--- 1 Z POWER POLE ATTACHMENT TO COUNTER SHALL BE HIDDEN INSIDE OF COUNTER SPACE AND OUT motion sensor power pack to Terminal 17. Connect the other red lead of 1 ;-1; { SENSOR OF VISIBLE SIM (See EISD1 - Installation Guidelines) i _ i the motion sensor power pack to the other end of the line that goes to \ 3. RIMING STRUCTURE. t5 SUPPORTED F3Y COUNTER.TOP OF POWER POLE ATTACI LED TO i l I } Installation Specifications the case door switch. Connect the white lead of the motion sensor power NO MOTION 4. WHEN TOP OF POWER POLE MISSES EXISTING STRUCTURAL STEEL.PROVIDE do SECURELY ATTACH A pack to the neutral side of the case light power feed at Terminal 20. SENSOR , METAL SUPPORT.SUCH AS UNISTRUT'CANNEL,ACROSS NEAREST JOISTS. 1. Determine which cases are controlled by which lighting circuit. Verify that no 13. Energy Management System Contractor shall connect the motion sensor 5. SECURELY ATTACH POWER POLE TO EXISTING STRUCTURE OR NEW METAL SUPPORT:DO Nor DRILL in-line cases are on the same circuit as the end case of that row. Insure that • THRU,RUN BOLTS THRU,OR SCREW INTO POEM PREVENT SHARP EDGES WHICH COULD DAMAGE ' connector cable to the motion sensor power pack using Watt Stopper part i TYPICAL - A TYPICAL - B ' COMMUNICATIONS CABLE, stand-alone cases and end cases are not controlled by the motion sensor. , 1 . FS-05 Shielded. RJ45 Female to Female Coupler. DO NOT cut or splice 1 l'}! B• 3 8" x s INSIDE LENGTH x 4• INSIDE WIDTH SQUARE U-BOLT.TO CONNECT TO SLOTTED UNISTRUT ! 2. Electrical Contractor shall turn off ower to the case lighting at the main breaker panel ; :` c CHANNEL,WITHOUT DRIWNC, IF POWER POLE IS CENTERED ON A SLOT IN UNISTRUT CHANNEL P the connector cable. This will cause the sensor to malfunction. DO NOT go T 10 Mr MOM MOW er before performing any work. I use a standard Cats computer network cable. This will cause the motion NOTES: 1. EACH MORON SENSOR SHALL CONTROL 2 CASES MAXIMUM. WHEN AN ODD NUMBER OF CASES ARE IN ONE ROW MOTION SENSOR WILL CONTROL 3. Electrical Contactor shall remove the case bumper and the electrical wiring channel cover 1 ONLY ONE CASE, OR TYPICAL- B. MG2 11-0029-01/ECI 50M04 7. HOES INDICATED FOR GENERAL INFORMATION ONLY POSITION BRACKETS TO COVER ACCESS I sensor to function erratically. 2. MOTION SENSORS SHALL ONLY BE USED ON CASES IN AN AISLE. NO MOTION SENSORS ARE TO BE PLACED ON END CASES, END CAPS,DAIRY I HOLES AS MUCH AS POSSIBLE (kick rail}. " 14. Electrical Contractor shall apply power to the case lighting circuit. The DOORS, NUTRITION CASES, ETC. f PM: MAF 5. POWER POLE,META.SUPPORT,SQUARE U-BOLT AND ATTACHMENT HARDWARE SUPPLIED BY CONTRACTOR. 4. From inside the case Electrical Contractor• shall drill a 1/2" hole up through the top of the motion sensors will begin to function properly after a 15 to 30 second ' 3• MOTION SENSORS SH1�l BE MOUNTED TO ONE SIDE OR NE OTHER OF THE CASE JOINT. , DRAWN: MAF '�'-`O"" COMPONENTS sUPPUED OWNER. ' case behind the mullion that is below the location for the motion sensor. Install grommets ; g P p Y I 4. WATT STOPPER MOTION SENSOR KIT POET NUMBER 064-00040350 KIT INCLUDES(1)POWER SUPPLY; (1) MOTION SENSOR,(1) 10'SHIELDED RKD } g I warm up. Energy Management System Contrator shall test motion sensor CABLE. (1)CONNECTOR AND (1) SPUTTER, in the holes to protect the motion sensor cable. The hole should be positioned function and time delay. The green LED located at the bottom of the just in front of the upper honeycomb taking care not to damage the honeycomb and just . I motion sensor will light whenever motion is sensed. I } ELECTRICAL DATE 10.30.09 to the side of the LED light. Insure that the product in the case and •the case return 15. Electrical Contractor shall insure that all holes are sealed with duct seal or , DATE: 07.20.11 t l air grill are covered to protect from any debris. CO silin. WATT STOPPER SCALE: NONE STANDARD COUNTER POWER SCALE: NONE NOTE: Drill a 1 8" pilot hole from inside to the top of the case and then I n I DRAWN: JSM/stj 1 DRAWN: STJ _ I / P P 16. Electrical Contractor shall replace wiring channel cover (kick rail) and case MOTION SENSOR POLE INSTALLATION -__..- _ enlarged to 1/�'. bumper. , , , DETAILS . NW-ESD-149 • El SD 1 MASTER SPECIFICATION DETAIL INSTALLATION GUIDELINES , I ! - - - - ,,,,,,,! :i.,A}.,'k„ e !t a' ,2';,+;;i,,.(r7 iq;!E 91 ?}A,,.P1,.„.:,,,^,.,,,,,,',, l:. ,-,t;, it / ��nnII�y y!I t M W C { • i - si 1 DISCONNECT DISCONNECT 11 l`" ,. AS PER ONE AS PER ONE 1- a / { LINE DIAGRAM LINE DIAGRAM { -i• , $ N w #�- 1 ti, 0 E If , , . , - �..� i �} * 1 r X4¢7 t d r n y 1 * T �A■V a as i 14�z P. i �'F d I -i R. i@ M dt u.-.. .,A"?,,51d4 w...�....i,.. :14+':'',dw"j .G' 4 ; T O CONDENSER: «��, k 1. CONDENSER , z ON ROOF ,y N - ',� 3 �x£�s rY # Y i= Y 1565 W PA Z ON ROOF o } ?/� Z a fiyx 7 �raw��as.`rr uo-faw aeAr*�v�+ }L "fi�a Mwa ~` T l G23 oz M 1 � :� t � x4AV r � �:.r t :r e; IGARD, ® 9 CD Ei! V M _ CD �O - r 1 �^"4�• un a?; *^""j„pA�* .. ,i,; 3.. Y`_`,y '�t"�'.r l,ki"' .°?`. ��.�.8 - U o' ;W ., t � I lotiotatiok r, � a� � � ...,.,,,, ,.:� •.�hn. ;;;;,,,;iiii,i,,,iii'.t c»•s:' ,#; ,,.:. .b .Y..?.e7�.:.t ,!ki a 1 �/ ` . ,ti,. r k'iJ� ,.,:..rcf.r, �D"'�k"1 ri`'Fi 5.�m IiJ a � r _ �. a.�«-�m < ,„k iu ^,�"„`�, Yts 5.,.""^�I¢ •I� � „s;aw•.r,.Y k �5 a.. $`.t �, µti M.- 3-10CU 3 4 C � PRnrac�- - n / » A' 'K ��^ �',� �,-r�.""�rI' � `� '�. �-hg�^ ,�' ^��'+� at' � 34��j ;� '..:c� 4;3 10CU 3/4 C C _ �. ► � C"'—� �— — _ �•..,t +3�rY�t u'�°°ii�i��`s� fir, �"y`��} �'•'�.u��, r �k� a��s{Y��y„ � r ' } ',�-- 3 10CU 1 C 3 1OCU 1 C i mk� r,�:, J 1-10CU GND. MUNE .+- 1-10CU GND. muN� ��. , t4: . ��nYR� a. ,;� �.�: �� M�4- ALT R 1-1 OCU GND. ;,.„� I x „�,,,>M ,u�+.� 1 10CU GND. � ��-y,°� .� � � � � � � � a � �� .,�, t"S•"",y� ••�ywz"�..9M t3k7^.,s I z� -•..,t+.;+k: '" ir,•r s.,. }'eft.t lk�<:ihet xt v.rf 17 S.i A _ _ -'- 3-1 OCU-3 4 C o. -�r �x,`�Y F,, i -t 4 e i •, :x t � , , ____I_____REMOTE C A VSD 1-1 OCU GND. VSD 1-1 OCU GND. }° x �' ti.,,, f b y elk DEFROST ----�--- CONT. 2 -�---- O o CONT. 2 � ,,n !J , `,.-,. 2 .,.._. _ t , 4,, At. 0 0 0 tiO FRED MEYER STORES PANEL � > CAB > tOigitz x� ,,yw .M g 4 rq ..4 >4 :j,,,4 a 71pti�5i'rFTa �".+ vu.;+:� `h � a` , K ^, 4. F ,,rw 40, , - - ` ) �'� vs`a rT."ri � ,,,. i W- ti..„, t S il, s k a s" ,, , 4 : k PROTOCOL °, a •t �: PROTOCOL �- �� W��Nr �� I �� r•UNIT UNIT •-mss -4,1 ;,,,-; ;. :+A, l suf,r."�`��sa ."�, ._�„° • _ #''` f,,Y�..;{. Jr. <F4. ,y ;.w°?"-,?,-n�i., ; ° t4,,, FRONT VIEW REAR VIEW I {4 3800 SE 22ND AVENUE I 1 PORTLAND, OREGON, 97202 1 PROTOCOL WIRING DIAGRAM WITH REMOTE DEFROST PROTOCOL WIRING DIAGRAM WITH f INTERNAL TRANSFORMER 1 , PANEL AND TRANSFORMER DRAWING NOTES: 503.232.8844 f � 503.797.3509 FAX n x� "�J'�, 1—REMl01'E DEFROST PANEL NOT ALWAYS REQUIRED:REFER T® { ,7 deli :**"':1; �� dtx YENS LEGEFi1l� a 1 OWNER PROVIDED REFRIGERATION EQUIPMENT BY EQUIPMENT SUPPLIER. LOCATED ON THE 0 OWNER PROVIDED REFRIGERATION EQUIPMENT BY EQUIPMENT SUPPLIER. LOCATED ON THE P5 f 2—TRANSFORMER r� ALWAYS REQUI�, DER To VENDOR c:: ROOF. SEE El.4-1 REFRIGERATION POWER PLANS FOR LOCATIONS. ROOF. SEE El.4-1 REFRIGERATION POWER PLANS FOR LOCATIONS. ”. n �f„,,,,..,- ,,J."� yy4 LTER IDILY REQUIRED WITH 460V PROTOCOL. .�.,. 44*41` ' tY•iZ1�,�ut�y,�*ryV�bY 4'4''�v# ' � �, 4--LINE REACTOR u REauIR�, ,� -•�"��'� ;,° "�: ��`��” ��'��,a?.��a�,?• 5-LIQUID INJECTION PIPING Y REQUIRED IN LOW TEMP 2 OWNER PROVIDED VSD PANEL. CONTRACTOR PROVIDE WIRE AND INSTALL. SEE DETAIL 2 OWNER PROVIDED VSD PANEL. CONTRACTOR PROVIDE WIRE AND INSTALL. SEE DETAIL .....,, 44,' .4. ,� 33 k x{ , 41 qa .,, ., APPLICATIONS REFER TO R2 DRAWING RISD-1 1 AND EQUIPMENT MANUFACTURER INSTALLATION DIAGRAM FOR ADDITIONAL RISD-1 1 AND EQUIPMENT MANUFACTURER INSTALLATION DIAGRAM FOR ADDITIONAL �� t *u �r _.��Cet F�' �.,;,.,. t^ F `�i�n .,,;a J� �j„•t. •W�v� � �JP�LI�T PIPING NOT ALWAYS REQUIRED. REFER TO INFORMATION. ALL CONNECTIONS OF AND TO THE REFRIGERATION EQUIPMENT IS BY INFORMATION. ALL CONNECTIONS OF AND TO THE REFRIGERATION EQUIPMENT IS BY of vu,i,t 41.4*,,"~��,, q,,,#"1.>m , ,-,,,i,,,,,4, r t K ,# 1 ELECTRICAL CONTRACTOR. , � ,�� , � t 7—RECLAIM VALVE, c VALVE, are �ssoctAT® PIPING ELECTRICAL CONTRACTOR. ,,,`" ., Y ONLY !MATED AT PROTOCOL IN WATER RECLAIM d�,.S k {P ,F R <5, r?,^,r,. r1;,rxis` 1. tx ter f y''', ' "err,s 'a°9J+f aq- a Y +Z' .'4:i r�' APPLICATIONS f f b 1 4 t H -: - i'-'- 7-?;"�` "''t'''>•' ,'-' 5Ya 1�.S Y ``ur.'+r r,,,, ,,', Mr '%.�<,is#"�,°��,yr`�'"'�ff;`c�r3 pA w'�h 'f.N. : �„`i�+c r7Y .1y 1�I ` _. SUPPLIER. OF � ,�,y,��,,;,�,��a>,., .�,��.��;IF�.+ ,�,�f�; �� .,�:_ ;� .,••, 3 OWNER PROVIDED REFRIGERATION EQUIPMENT BY EQUIPMENT SUPPLER. � .� •.�,� ,.,. k�, ,� �,,,�� } .:.�,�_xG„� ,.,. ;�I �� ;.' .,.I, ; ,;., �, .. � �.,r, 3 OWNER PROVIDED REFRIGERATION EQUIPMENT BY EQUIPMENT SUPPLIER. CONNECTION OF o ' , .: a . � O ::.,rayon M,4-. , xw,,,t q`h"�^: k N BY ELECTRICAL CONTRACTOR. SEE DETAIL t >�k + a� � fi •. r.� z. � �. �� ,,n. EQUIPMENT AND PANEL IS BY ELECTRICAL AND TO THE REFRIGERATION EQUIPMENT IS B ELEC C L • ,,r. ,, .� , ,r ffiz V, . ,.. AND TO THE REMOTE REFRIGERATION EQU 1�{{ � �a �-� ��>��,�, ��u; '..' 1' Sa.�'k{:4`hv if M.«''t�v'�+rk `.!rH..j. :a4h'p•.i41''X'aWS,.., f`'f.'n..,. ' ,h > , •r,, J M1 "---+77".ld”' <isy t �.� . GENERAL NOTES: . .. "L �C Y�. 'r:q.�SSA+r< ".u.ea., - :3 s'.�H :'v-9,".u,+,.,..,: ; „NM i „ 5.., �...5. L$�,.,.y.srlr<5...y., �. - {� , , �(S'u" Y� {,x xy r S'�, #iu jd�. .. - _-.. rt -- SUPPLIER . �f t u5_ RI 11. COORDINATE WITH KROGER PROJECT MANAGER AND EQUIPMENT 1,•:, AIL RISD 11. COORDINATE WITH KROGER PROJECT MANAGER AND SD CONTRACTOR. SEE DETAIL � �?'�+ ;:; x" �.r;`.r l� i #I✓�'t'��'� y � " , � .e�. ,,_:;....; xr Dry-,` I�,`•y%� y�`r�: ,.,,�y��y. K, �.� ��o �Y�'�'*r; E, �r ,z , .,,.,�..,. 1, r•�,,,. :, —ALL ELECTRICAL AND REFRT�LATED EIaG1IPMENT TO �E WIRE AND CONDUIT PER NEC CODE. EQUIPMENT SUPPLIER LEGEND. PROVDE FEEDER WIRE AND CONDUIT PER NEC CODE. LEGEND. PROVDE FEEDER E • ��,..�f �� ,.� ' . ;. �•:� �. . -��, k ,� ., �� SJ� ��:�<��=a, : ��.. 3��..�� '1�.. x EQU .� ,w��+�t,•,�r� t�saj°z�+� ��. ,,�.��„rY,""' .,, PROVIDED BY lER�R AND FIELD INSTALLED MY THE ;�;>,�, � � ��,� s �,: ,�x �.' y ri>�1�Y+,��4, Jf�x';T S�+'��*,a C'""¢.�i'Yi� �s.�f;Gi, t��1a ��'x��.y�,p,I,',,rs�k,,U., r e��:«•'� ".' c.'r"�''`? ' �""',' " date' yry e",�i. y }. 1 �. �,,,r °, ,,,,Il,r � N W t PROT To ME PLACED NO MORE THAN IR' OFF OF WALL • 9� � ?xv�� d�Y �'r N,�d� r �s��j"'.t '"'1 I ��#k 4 CONDUCTORS AS PER ONE LINE DIAGRAM. O4 CONDUCTORS AS PER ONE LINE DIAGRAM. �' Engineering Consultants Incorporated 0 1 ,,,. tc�� F k �tv •� r� 11�+r>?YaJ'�+ }��y#x , r* nr �Gr�-t'�y';!!t11� ' ,��''�r:t^l L��sr � mm,�J i kl brad is e'ff' t✓ �g F#lift'+sd'JF g;, } s+r a '""',�,2'��Irs f i ur•r� i t,c zm d`� t�""h-"L '' , _ 6, � �� 303 Federal Way Boise,Idaho 83705 Phone(208)376-9820 Fax(208)376-9822 4k- ft4464510111A40g70,72,;,,4- I�, �► ��f��r��i ,�` www.eciboise.com II.,, 7 I DATE: 08.18.11 DATE= 3/15/10 PROTOCOL WIRING SCALE NONE ISOMETRIC VIEW � T III L SOLE: NONE DIAGRAM DETAIL DRAWN: STJ EQUIPMENT DETAIL DRAWN! SRP '} S —11 NORTH WEST STANDARD DETAIL N W--RISD—1 0 MASTER INSTALLATION DETAIL I . NORT d i I, , , , , t'. T DECO" , . , , (REMO B EL) I s r I� f xt �tk , f I� I �{ 1 yl, d'I�Is�k - IT Y IT SET . .. - 11 .30. 11 30. "I 'I , , , , 1 • ,, , , . • , . , L.ESLIE STITH, P.E.r.. 4 It/ , � 920: ,,, Y •l ail tir+l c,-, x��.ttt ? ls . • ,EXPIRES. '60-75)52,— III. 0 DATE DESCRIPTION v I I^ • :441 - - RE..:. ERE CE ONLY t I, t ' NOT APPROVED WTT � T C T ' { yV MG2 11-0029-01/E 50M04 PM: MAF DRAWN: RKD p 31 ti ELECTRICAL ST ANDARD t DETAILS turf: E 5 , 2 ., a 1 t Yd�� t,,1,..,.�z 9�.1,,'ns`^:aY§,,„(r�}h,, r'�,C qCia u M1I,-��tu n,,'i,fs 4,r t2,a�i it2ll A4 ,Y�, ,f�•# gYrtr r,A,:' . 1 1 i SEE SHEET E6.1 FOR ' .` CONTINUATION • TO 4SM 1 s;,,• 0� i_i® 00 1 • , . ,. ., , , , „, -2,„:3[,.)p.4, S LI B DISTRI•BUTITsi PAN ,_ , -.t• ) r- [-'i'`-''r"`•If`.1' --,:-,r}a r (`� 1 �'i 1 '( Room•i � ..' ., y, ,, ':j'. - - �, 1 n.., ._ , ROE._,,....,1:.; v9 L.SJ?r;'.1,.,'-tL 1.L Ol _ ,i•. L.L.._:.I i 1,`.:V,iv_. 1 _ - AI 66 �..4 Y f , ;,.. AIC>36 812 it �,�, LIAR - ?i.i :, :_.. _ ;. _ f ,i.. r;�. { J i+ ''1'�'il - _ — s: ..�,: \, _', .,"_ - n "1 s, ter.,,. t ,s,, ,t`,..nli i_•.�•'1•.1 ir.\41•'i ! 1, i r�. AIC>32 962 ,; J <,, 'i1 f - - 1 ,F ^,iY' ,, ,1.,Z r-t'-!:�., c.t;r , 'l';,+_ ?!"_ ,+�„ �;' 1 ,;, �r `) L_: ,.:i i11\ <, ! .�i:„- SUB :�'• ,4''fit! PANEL �, t ,i,1. 1i ;t PANEL ''l..�I .7�.�_J ,I::i��..�11i%!•'i PANEL�L.L �i: ,•, 1 r'i'ir 4':41 ii,lrr."c[Iy �,l',.J' "S ✓�,[ DISTRIBUTION`1111••} �{�-L %\.).��i_. .,l DISTRIBUTION.i \� ,+: a a 7 .:_.1>..i,s if _•_, r� .r! _ 208)"r 120 ,J1 1 1Vi,"t L , ..D r...l SECT. r;SD�i SEC 7S!t,.. SECT. l 00A 'i�"i IN 400A t r '41 , r ,�:..,. '��i i, r3 '1. , r..! r, :t.._,.I G i. ,,,. .._................... .._.._._"_ _.__...._.__._ _..._....,.._._•_. .«.___ ."-_____- ..__..-.,..._,.._ .._...,_.._......_ __...__.___.. __.......____.-. «_......._,.... ...._.......____ .._.__......_. ____.___....-. __..__. ..,._... -......._._..-__. '____,_..,_,. ...._.._. .._, __...._..... .. '"� I __ __ __ __ww�..�__ __ ___mow—_ __ .-•-.__..• __._._.._._.OM AM I I I .! - - r'11��L ,i J,_� __ _r :i : , (• 1 '�' , l� - i f ! i I ; I i i i ' i ' - _1 ° ,,, >r• I i 1 ( 1 i 1 1 1 i ! 1 1 1 i 1 ,, 1 1 1 , ,,,.. ...„ ,,, , . . ,. . . . .. s. ,I, , .„ . . . l ,-,,,� 1 1 ' CD 1 1 1 1 1 i. QiQQ I r'.0 i .n n 1 1 c; i '> �} a I a s c; a ; a o o o a o 1 1 1 a H ( r�r,d h�� •i a �• i a , �� a �r f J r f .. 1 f r ' j .. i it ! Ir jr .. ,„,;; f ..,, !.,.}a.i / i ( � f ! ? i ? _. .._•. •_ ,.. ! 1 _ f, f f , r.� C.i.., r-R ! 200 '_I t`. /-..�-� r :•,r•'} ; 200/ i �;f'� % a...i� :... .., ... .... ,_,... .-., .._ , r r- .'r r r r f +^ _I _'4 '} f J i� i Y':i .,.., r .... r r- ..... ... r r r :. rr: r,. ,l .'c !`i :i; 'l 't(i y i ! , f f i r r ! ... \� a a r a ,1 / fii y / 1 iv) _Y i 1 ! , f 3 t ti L'0 •, „ 60 , 1 1 ft 1/1; 3. ).;f l: 'I ij ^•( I i 4 itr ( l 1 frY'l f ) ..f, 4 r r 7 'i i Z r t L ! %=, r' - I , r =r 1 1J :�..`.1 .. I•./l: .. ._-1. ,. J r f. i r r, t 'fi 0 t { is I/ f. � !' I.S4 1 ..� _,i, 'l• .� "I'�.J. � a..t� .- ll � �1. i� 1� -- 1 I 1 1 v+5.3: ! 1 ,'l7Crf )/ I J >', !' !_L.V J ! JL a ! / ! J, 1 ' f 11565 SW PACIFIC HWY I ' a 1 1 e 1 it r - ;: ;' _� % t .; ! �-,� ; .,i�! i _ , !� ri -, !^� , - ' a MOUNTED r• ?'•il`..}Ji'.f'•,;� 1 0 4 `.` `J• ;•,{ i-< cis' r`-., 4' I') �r I `f, •,_Jj• C' \Y} ! 1 ('„�', ;"� :i - \ , �:r, J`- i�J` ,,'i ''. ^y' r a o _ { +t�nSy :. _ Ohl h_-.\ !, f .• i`• t r _ - 1 'i I>_. i ( (� , .i^ , '..:� 111 _1,1.�1 i' v l,l - TIGARD, OR 97223 • 3 I I 1 I ( I ; L '1 j, ! ,,v;n\ 1'"'\ t. .� 1 i •t .. :•."'+,,ri '� l i:i.i h, ,` i'rtitiii';��.t.+ l()1,'i�j ij () f� <,- tJ? Y t ;.r, i?} a ;).,. ''k 3{ %)1 1 21 ) tJ} : ,3` r, i n F' I/ • rf. 7 ,_ /r r,. i! n„ -,- it• �.. , ,-, 1n. r PARE i n' I tt i„ /' 7( a,.E. C f .• _ r n , 2 r. r•r�.. /r S 23 ,A t. .:3r , f fl •, , 4 :i / I ri '+t i r�,`,,._I r�: _. __._ ._., ., .., .r,. 23 .r., ..,, 23 :..:,, 21 r . . 3 ,. ., ,, ) ,, I r. t r, �, , ,:�._„-; 100A N• .. , ,-- �__ i.{ �`.,r, 1.+ .�... . r,, ,. 21 2 :. ,,. . ;,\, tr , i � �. (. 1 ., :,.:,. ,- , 1 ,- 200A N 1 i , .: ,lt i ,tr } �t , .,t : t .., i t /• �`.,,,, „ I�c.. ,� .,- .. , :,., r •_1'L f._JV,i , r t T. : I � ,• ... � r,:.l , ',.•.. : 1>,I�, . . ,1, . r ,,� o : ,a t��r _.,..f�0 1�.�r) . ..1 .:)I r, ! .�:t. � .tr".t � ,�?" ,.` u: ^a,'Z+ a ._a ! r a IS a .. , :,.,, a ..,, .� , /_l .:rl !_. l't / � t :r ' � ) ,, ,�,\ • ) f 1 �_ ;., _, � �� `r`� FRN `` RN FRN 1 1 0 5 I I o SPARE ► 2B5 ► 2B2 ► 2B4 , 2B3 '':�. ” ; o ? , F -- -- o [ o - 17 I i SPAR O SPARED 2RF1 a , 2RL1 9 10 �+ I a , 2BUX S E GROUND I 1-72 i,`.;.t_ �, , 1A? .I_i±'v LT (9J ; 4-600MCM CU 9 : `I PAN EL le 0 C,E81 - a :, . 1 . 0 ,' �L; -- LI� �' e 1t %Lj, 1� a i O i o � 10 °0 4? y ( 13 1 - �, ; ,I ri`r i a ..r.. h3 ,,,, t rI S 1 !,': 1 1 j • j � L-' I a i I ( �__ ! LJr 1 a i :-' ir \ ° _ f;,3 f il; ,t i j 1 { __:_i 1,r,I ::,_:.5.)..�' ' ' ~�a 'I_ 1 , 1 -- - I` - � .,_�_; GROUND ! I ' -, I i NC. ` i j � r , I '.._ j ' } , 0 c j • I �r , I 38 00 SE 22ND AVENUE • I_ �,G , r ,` �}t_r3`'I',.Jf'�.T,,..' PORTLAND, OREGON, 972® ,,,,--).1,.... ,;ti :J<iN) tai:?..: O►�4 503.232.8844• ., , =; _— :�..., a 503.797.3509 FAX ? o. , ®c, ®c.) ® ® 1� o,_.)1_, ®:i- ® lj ®L ! ® ® ®J ®- . . R V / IL + , ,-----1 • ... .,,,, . , .... ,,.,. , , , , , .... , . , „,_,„,„ ,,,, ,_ ,.,. ' tQ I i..`,. II i•-.t _y t.) ' ^J .. r1 'Z^ r-® _ `�•' �_, • N 7.-\11,-) N:Q i i o -'ti' �i` L �r Q ? V - r t .V''. ,, / �_ 7,1.._,_ 12.Y , l_..J+r' (r -„� f• \_ .:,� r t') •�1. (-`) U V �- �-\ v i ✓ i'.) I _) _� C ?j C. cl i 4 ice, CJ`„� r_,,1 r_ i_� C.. CIy.` i i ; (. K Cam) ,Y r_.� .11 l'�') - Y i .`V C`�(,�r`t I I l.._ "� C�,i a...'� i ., (NI:_c, . i k::, I ;.'- ,^ j , T1 d-:,�. i -c-t- -�.; ) a <,._.?) C,,i �3,y�M1��°Kx ,,� t S ��,�.; � 1 1. ` ti' Yc±'' r v4, t : k r ,�`� f : i i i 1 F ^' - er,deg. t r , .:.. �. � - '. ,__ ` i PANEL. ;. f�..; _ ...: r •,,.k':-', , 1°')a ,r-: j '•:' '•< � rill r, Jii,'., 1_y;�.�l1 S_; .b ..14,.:4-,,tr>'h .,a � .__.- ,:, i r 1'E L 1 1 -) , 1 '!r t r•-I J i I r . 1 A`i ! 7:!{t_..'._. a s t f�, , 3, f y I ;r i :1_,._ i r I l._,.. f;;,_�_ �.�,, DISC 'SBUX' i.. 4 a� 4 x .� f / r•C.Z :R ,ri.,i E 'k i'4, . 4 ' 9 eI •r r I '? n r-.., i rt.. ? r)'1 1 , ' '? rY ! r r,/' a L i-- ... �.l-,. - -, t .'.r; _ .,r:+'•r Y Y i�' �s ern Ca .,Cg g w M p,w: ,+ °.. I 2 1 + 51 i ,J;_ i 1 i ,.., i NEMA 1 200 /3 r, ,. , 4. i �s. _ '; s j("�} • ., , , j.i e t.t PANEL t..-(._ _ w:,..,'+r+/ +, a r ,rah` ,v”',, '".,y." „b. :.,.; PANEL PANEL PANEL PANEL 1 Dv,/ \ I , 1 c�,�i� 1 a 1 0 , �� >t gi ail�. � r 2B5 2B2 2B4 ( 2B3 � 1 a ■ ,`'" i I 1 •i 1 I ; L! FUSED DISC. W/ I O,`- ` I I 4 I o 'RE I a 4 a ��' 1 I — f o En eerie Consultants Incorporated ' u;�.,i<. ! ; , � I 200A FRN FUSES � :_,ir`"� / � g � 4 B Idaho I - i ? 6 Os 6 I 6 e--;,.," 4 i ? ` t t T. Lt.I )-r' .1 : i-,`.,',r. 303 Federal Way oise,I 83705 a I i i i , t, _ � ._ � a ;, , ) , � � r^t, N` ,_ �� ><[ �;L- ; i_. ,,,,' i one 0 - 376 9822 - --<• r,' r".,; r-,T,- �: ,,. - ,.., ,,,• �. �+� r Al i � i Ph (2 8}'376 9820 Fax(208) REAR t.., r....g,1.. r ,• SHOE ( r'1 > I� t i .i i L ! I,,J ;C` ? r.1rl ALE Iti�c./.. tLv ,`.IL-'_ ME/ t f I1 f REAR ELECT. REAR ELECT. REAR ELECT. ti_';; ,W REAR ELECT. .! •+ :" ! _ �: '� ° \;i "v!.i ;I t.J�.r1''. i:?1 �.� �;..t �, �L�`.J 10 n -- •- www.ecibo�se.com AIC.20,988 AIC.16,896 AIC.27,047 AIC.25,520 irk,. r'PEN I cV V. J © 10 14 Fd- a, ,, SEE SHEET o= ;" I " E6.1 FOR , N �;V CONTINUATION ! d'1 1 , 1 ` TO 4SM1 1 00 069 `- �. ,- ,, ,;. \, r,: '_,TV{� ;;_. III} 23 200 3 100/3;) _I_ �r L}_1'• i 1�1 :.. 1,, ?�1 :�',1._ ROOM REAR EEC; ,li::` 200/3 a / 1 :_,__ I n(",i 1 tt�, I t,y,, r t,rs ,.,, :.7 .il r-.i'_ i."t ?,I ?"! �4SS 1P B 1,S ,. IIC.r,ti .":i Yi_�_ - - EL - -t,4,Li 1 ,� `7 t�;:.7 ' J;1'i i��i.±E I:.�I'd i'1!t�.`i I_-� l }t� �:)l �, I!,i�• i _ ; L; PANEL ' PROVIDE- RED LAB 6 PANEL PANEL /'r7 r , �� `,' , ' r r ;,f, AV WITH FEED FROM t - - i2•?\!! L!i Usk *�, iV(�'_i �, ! � ! �, i n r ; r J:. ,',t i !: j ui,"ii ti AIC.22,442 • 00 2BUX 2RF1 2RL1 DECOR / Q CD �J ,.,,...,t "I A!C.22,908 �:�� , . r.....____T_____TON1800■1=0.• I i�.�1tt, ,:,�, INNFORMATION 39 Sect. 1 Sect. 2 L�./ r E ,! r SECT. ?. ;i ri' r(, , { SECT, 5 At^� )i �L/ r i�`ti? !. �: C` '(''' a , MDFA SECT 4 -` SE 2 Pr' 41 t j.. s ; A MD;,_r 5 r-�•3 t.1: F, SEC,, 6 4',.--,:D PA SE,•,.I 7 ; (REMODEL) R - STARBUCKS (NEW) ALE MEZZANINE (NEW) ALE MEZZ. _ ..__.. L vl y I -_ -- ;...,`.1I; j i 3 ? l u` ' - ce-- i I f ard _ `r ?9 ( r f-";:;r! 1 �r 3�� AIC 9 406 AIC>9 365 AIC.3,809 1 rr, I 1 1 ;.�;F 1 t 1 t 1 j �./ o o P f? 0 O l'J_I i_,_ -tE ;.) a :1 ij ( \. r r ✓1 L L� t� to i f • i i.. EE `, f Ij-,q I :)f ° ,1'K�r ;i}f f it ! J I % f SP:ACE�. r f f f�_B..1 a _; f r d i ( . , ,r. ., .,y. ? rr,. !.. , ,1 _ iG• r\ _ % 1' 'r'1 r'� f,7 tJ, t"?J r.- ,`i..,! r r !- r t / r., ... ;f,r ^r )«s ,,.; �... re( !•�J\.'?111.. r`l,'1 } tr 'l 1'} �,\ 7 ( / 4 ' l /1 ^I `� ./ r i" ',i 1 a _ - _1 1 1 ? \ �:J i.i;/ t fl,/ r r^ !! r {5! - r• r , frI t'' � ; L f i):::�` I r y r .) t' o L :J f r 1., I ' f I I 1 �!\.� � -r L�`<� � _ ( 1, ,"+ �`�;,•'�✓ G t.;V!,: r L �: �! , .1 :,r,_? / ': � 'J r.) f �t.,' lJ V ,,I it�.� �,1 4 0 I 1 q 1 1 1 1' 1 �� L v i! '`fi s f i I ? f . ; l f I f a 1 0 0 4 1 f, ;i., ;, <, r` ` v�;r'; t; `�' �! �? 4 EC TO PROVIDE a r, ,', 1 1 !� 1 a 1 3,`` „ U •.'' a,... ..� }, trEC,:n.- 1 iY 4lrlii Ll: 41 1Ii'1 •v1VU I E iV ai,N11=V Ol l:l .." i..� � S.it �. I \' ' OU 1_t'ou�.'' F �, { ' ? ! 23 0/7 r •, ;!!! . 23 i 21 ✓, ';r';, CD iI GEAR , METAL COVER v,v1l �' ,i'., GEAR IN •^f`.,,t ,i (\,... r ,,F ..-on-:, 'F l/\,t. '�r'ir1•?`t 23 .?"1;t,i, 21 I `)%It`•1,t / '-if}i!1` ,•r tr��F- •`.r t,, � )4_r r. I ..,P - ?,,;� 'r,, ,4,;,:; =1t, ,,. t- < Itt 3(1A PLATE FOR r^- -) 1,"n (""r^ "� F-i _- z, t_', ,r-', „'_i•'� ?.~ r-r•., i�l •vti\ �') vl C�,, ( - -t PANEL BEING I K1 N--, L. 1 REAR 1_' I L. ° I 1 4M2 +SPARE�)r ► 4B1 ► 4B2 ' ® W/FUSETT"FRS" ► XE1 . .SPARE :� SPARE o a I I r i i 1 1 ( ' '�° ; 1 REMOVED THAT I ® I __ __. 4M4 I __, -_ _,_ .,_, _ CUPS IS IN THE a o 1 a 1 I T 1 , I 1 { i I i SWITCHGEAR. II I 1 1 1 19 I a E ATS-2 1 I g 1 1 1 ','r,i� ;O 1 1 a I__ —_ __ __ __ ___ 1 __ __ __...�___ __ __ __ __ __mo - I� - __ _ � 9 9 a, 0111,1111"111111.OM ' i 1 -I�' �'-1" �" i I I "'s''!`'r 1; O I '-8 1 J (J;ti;G' • iM, . .‘ , _. L , 5 5 i . . N ,.t ,..., . , --- (D �' a (i) SEE SHEET (-1D OD N I fI 9 1 �,..I 10 ® '- 10 E6.1 FOR ar_'a 10 � r 1 CONTINUATION . i ? a `� F' TO ATS-2 Is'} z:...}, 1 cv,ca ¢ © cvc, c� �;� I I �� `.!{r_� c ) c ---�!Z BSI �', <e: C7 U; =,,c� .< (...) I ;.)i`; i< . i s `' ° c�> ,0. a c' c=.> 16 COMPACTORS . , .; ` ' « N e�: _'k; d- �- �. ! d-'• XFMR 'XA4' (2)-25HP DISC. AXE1 1' H i NEMA 1 1003 I J-1,-_ _ -- ,i I_ _ _ -- -' — 75 KVA 40 IMP 16 i... _ UNF DISC. f' .� 't fl'\1Ia $ 480/208Y/120 26 4B� i r.`;. ;��. 1 4M2 O );a�', PANEL 4 PANEL ' ' (NEW)ALE MEZZ. 1ii .75 KVA 4.0 IMP r )r ,f', 1 PAN,.-_.,_ FLOOR MOUNTED �''='I� I ,i I (� 1 j.." 4B1 4B2 6CU 480Y/208V/120 � E.I"d�` ! i„_I[>I`� `-/ X11 j , ? I , , ,;,, ( - ;I��, (� -.� AIC.8,624 PEM STOCK RM. 2CU 1 I O I \ OJT �,�J �:../ FLOOR MOUNTED -w L 0 . 'r.f:, r', , �' , }a;.. -, AIC.6,423 „,;, EAR i..l__?EC iYi.. R E1..::C AEI_ N.,1E:«r_.. -a'R E.!_EC, REAR ELECT. REAR ELECT. (,) 4-4/OCU-2 1/2 C AIC.20,665 AIC.20,665 '�' 1-2CU GND 200/3 ` 200/3 200 225/3 PANEL PANEL _ PANEL 6 PANEL \OT- 0100/3 --- 4M2 4M4 10 ,� 2A4 2E1 1 0 Sect. 1 Sect. 2 \• t DEMO D POWER LIB < PAS ELS Ta B:_-_- RETAI \ ED • (NEW) ALE MEZZ. (NEW) ALE MEZZ. NEW ALE PEM STOCK, I AIC.10,4451 �AIC5,898 I MEZZ. A!C.6,128 A J REUSE A ! __ _ OR BR _A<E R S.AIC 7,738 , , - PERMIT SET,„ , . ONE-LINE DIAGRAM ' 11 .30. 11 , . , . . . , , NOT TO SCALE GENERAL NOTES: . . CONDUCTOR E GROUNDING ELECTRODE SYSTEM KEYNOTES . CONCRETE-ENCASED ELECTRODE. AN ELECTRODE ENCASED BY AT LEAST 2 INCHES � CONVERSION CHART CONCRETE, i : 1. ALL KEYNOTES MAY NOT .APPLY TO THIS SHEET. OF CONCRETE LOCATED WITHIN AND NEAR THE BOTTOM OF A E 27 EXISTING REFRIGERATION PANELS AND TRANSFORMER LOCATED ON COMPRESSOR MEZZANINE. CONCRETE OUNDATION OR FOOTING THAT !S IN DIRECT CONTACT WITH THE EARTH, ' EXISTING PANEL/DEVICE/SWITCH TO REMAIN. ALCAN-AA-8030 ALUMINUM STABILOY CONSISTIN:OFF OF AT LEAST 20 FEET OF ONE OR MORE STEEL REINFORCING BARS ' • 2. DESIGN IS BASED ON BEST AVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS APPROVED WITH COMPRESSION LUGS { �, OR ,RODS F NOT LESS THAN 1 J2” INCH DIAMETER, OR CONSISTING OF AT LEAST RELATE TO SCOPE OF WORK AS SHOWN ON IN EXISTING REFRIGERATION ROOM. OF CONDITIONS AS THEY LA THE SCQ 2 UTILITY OTHER TRADES AND PHASING PLAN. 28 REFRIGERATION PANEL IS BY REFRIGERATION EQUIPMENT SUPPLIER. NEW PANEL IS EX TO DETERMINE STATUS O NEW OWNER PROVIDED SWITCHGEAR. COORDINATE WITH U LTY /. 0 •- • a a 20 FEET BARE COPPER CONDUCTOR NOT SMALLER THAN N0. 4 AWG. ,,. ' "' THESE PLANS. CONNECTION TO REFRIGERATION PANEL IS BY THIS CONTRACTOR. PROVIDE DISCONNECTING MEANS IF REFRIGERATION CONDUIT CONDUIT { FUSE OR COPPER ALUMINUM LESLIE SWTTH,P.E. O RELOCATED PANEL. PROVIDE TEMPORARY J-BOX IF REQUIRED & EXTEND CONDUIT AND CONDUCTORS TO NEW LOCATION PANEL DOES NOT HAVE MAIN BREAKER. BREAKER 30, 4 WIRE 30, 4 WIRE 3. ALL CIRCUITS AND RELATED DEVICES ARE TO REMAIN UNLESS OTHERWISE INDICATED. FOR ANY CIRCUITS TO REMAIN. PROVIDE FEEDERS AS INDICATED. COPPER ALUMINUM THHN XHHW-2 AL 29 OWNER PROVIDE UPS. COORDINATE WITH KROGER PROJECT MANAGER. SEE GENERAL NOTE 10. •• • 4. CONTRACTOR TO MAINTAIN POWER TO ALL CIRCUITS AND DEVICES THAT ARE TO REMAIN IF POWER IS CD DISCONNECT AND REMOVE EXISTING PANEL, TRANSFORMER OR SWITCH. COORDINATE DEMO WITH PROJECT PHASING. SEE 125 4 1 4 2/0 1 1/2" C. 2" C, 1"Ti" 1 6 GND 1 4 GND `�. INTERRUPTED DURING COMPLETION OF THE WORK INDICATED ON THESE PLANS. GENERAL NOTE 10. 30 KROGER PROVIDED PANEL FOR TENANT TO BE LOCATED AND INSTALLED DURING TENANT IN OTHER CONTRACT. / '� . Si E' COORDINATE EXACT LOCATION FOR FEEDERS WITH KROGER PROJECT MANAGER PRIOR TO FINAL ROUGH IN. 4#1/0 4 3/0 FOUNDATION F if j f'• • 5. SEE LIGHTING SHEETS FOR NEW LIGHTING REQUIREMENTS. CD1 D I CONNECT AND REMOVE EXISTING SWITCHGEAR. COORDINATE DEMO WITH PROJECT PHASING. SEE GENERAL NOTE 10. 150 1 6 GND 1 4 GND 2' C. 2 C. .� `'S S a31 EXISTING 200AMP 480/277V AUTOMATIC TRANSFER SWITCH FOR STANDBY" TO BE UPDATED IN ACCORDANCE WITH NEC FOOTING 4 2/0 4 4/0 :x. i~i N r 6. SEE POWER SHEETS FOR NEW POWER REQUIREMENTS. O NEW PANEL. PROVIDE FEEDER AS SHOWN. PROVIDE NEW PHENOLIC LABEL AS PANEL INDICATION. 700, NFPA 100, 110. TRANSFER SWITCH TO HAVE SOLID NEUTRAL. 175 2" C. 2 1/2" C. ' 1#6 GND 1#4 GND Zr 22,4t'% i I°, 7. CONTRACTOR SHALL PROVIDE & LABEL CIRCUIT BREAKER POSITIONS. 7 PANEL IS TO BE ISOLATED GROUND, PROVIDE 200% NEUTRAL AS INDICATED IN FEEDER. • 32 NEW OWNER PROVIDE 100AMP 480/277V AUTOMATIC TRANSFER SWITCH FOR "LIFE SAFETY„ TO BE INSTALLED IN ' , ' 4113/0 4 250 KCMIL „ ee -1/4%'�N 5 0 0 'EA. ACCORDANCE WITH NEC 700, NEP 100, 110. TRANSFER SWTICH TO HAVE SOLID NEUTRAL. 200 1 6 GND 1 4 GND 2" C. 2 1/2 C. Y, '' 8. CONTRACTOR SHALL PROVIDE NEW UPDATED DIRECTORIES FOR ALL PANELS IN WHICH CIRCUITS ARE ADDED 0 EXISTING CONDUIT WITH CONDUCTORS TO REMAIN. EXPIRES; C,,, OR REMOVED. DELETED CIRCUITS SHALL BE MARKED SPARE. 33 PROVIDE BUSS WIREWAY TO INTERCEPT EXISTING GENERATOR FEED AND TAP IT AS PER NEC2008 TAP RULE. SEE KEYNOTE 4 4/0 4 300 KCMIL - a 225 1 4 GND 1 2 GND 2 1/2" C. 3" C. O DISCONNECT AND REMOVE EXISTING FEEDER. 36. j i ,` 9. COORDINATE FINAL DISPOSITION OF ALL REMOVED LIGHT FIXTURES, POWER EQUIPMENT AND ALL RELATED 4 500 KCMIL CONDUIT, CONDUCTORS, AND DEVICES WITH KROGER PROJECT MANAGER AND FRED MEYER. 10 NEW FEEDER. PROVIDE CONDUIT & CONDUCTORS AS INDICATED. 34 PROVIDE 25 FEET OF CONDUCTORS AND 6"X6" JUNCATION BOX IN TENANT SPACE, TENANT CONTRACTOR TO INSTALL IN 400 4 750 KCMIL 4" C. 4"C. a 1 3 GND II 10. CONTRACTOR SHALL COORDINATE ALL WORK WITH KROGER PROJECT MANAGER, FRED MEYER AND FRED 11 INTERCEPT FEEDERS AND INSTALL DISCONNECT AS SHOWN AND PROVIDE NEW CONDUIT AND CONDUCTORS AS NEEDED TO SEPARATE "2CHS" CONTRACT. SEE KEYNOTE 30. 1 1 GND {ti a ®ATE DESCRIPTION MEYER'S PHASING PLAN ALL OTHER TRADES, TO KEEP EQUIPMENT/SYSTEM DOWN TIME TO A MINIMUM AND COMPLETE THE INSTALLATION AS INDICATED. TIN UIPMENT. ELECTRICAL CONTRACTOR TO MAKE ALL ELECTRICAL CONNECTION REQUIRED. 2-EA. W/ 4 35 W/ I - 2- 3"C TO PREVENT•DUPLICATION OF FEEDERS AND PANEL BOARDS INSTALLED. 35 OWNER PROVIDE REFRIGERA 0 EQ 500 4 250 KCMIL 4 350 KCMIL 2 2 1/2" C. PROVIDE DISCONNECTING MEANS. 1 2 GND 1#1/0 GND v 12 SIZE OF GROUND IS UNDERSIZED OR NON EXISTING. PROVIDE NEW SIZED GROUND AS INDICATED. 2-EA. W/ 2-EA. W/ 11. CONTRACTOR SHALL PROVIDE TEMPORARY FEEDERS AS REQUIRED TO ALLOW THE 1 •_ ,~_,:�. _ - 36 GENERATOR. FEED FOR LIFE SAFETY/STANDBY SYSTEMS. TO BE IN ACCORDANCE WITH NEC ARTICLE 700, NFPA 100, 110. 600 4#350 KCMIL 4#500 KCMIL - 2 3" C. 2- 4", C. - - - LEGEND START-UP OF NEW OR RELOCATED EQUIPMENT/SYSTEMS PRIOR TO DISCONNECTION OF EXISTING 13 GROUND TO EQUIPMENT GROUND, WATER PIPE AND BUILDING STEEL. a,, Yit EQUIPMENT/SYSTEMS BEING REMOVED OR RELOCATED. THEY SHALL ALSO PROVIDE TEMPORARY POWER & a PROVIDE AND MAKE ALL CONNECTIONS TO EXISTING .SYSTEM AS INDICATED. COORDINATE WITH PROJECT PHASING. 11 GND 12/0 GND TESTING AND STARTING TO BE PROVIDED WITH ELECTRICAL INSPECTOR PRESENT WITH NEC ARTICLE 700. 2-�, W/ 2-EA. W/ __�._ T DEMO'D LIGHTING FOR DEMO D,OR RELOCATED AREAS AS IT IS REQUIRED BY PHASING IN BASE CONTRACT. 14 EXISTING TRANSFORMER TO REMAIN. „ - TO BE 800 4 500 KCMIL 4 900 KCMIL 2- 4 C. 2- 4 C. - � i• y�� •) 1 ® EXISTING LIFE SAFETY PANEL TO REMAIN. ,/0 GND 1 ,3/0 GND . 11 APPROVED > I T; ;i1'E:, ( 12. CONTRACTOR SHALL REDRILL OR FIX SCREW HOLES ON PANELS FOR COVERS THAT ARE DAMAGED Sc 15 RELOCATED TRANSFORMER. a 1#1/0 EXISTING TO REMAIN a . PROVIDE NEW SCREWS. 3-EA. W/ 3-EA. W/•'" 16 N TRANSFORMER SIZE & TYPE AS INDICATED. SEE SHEET E5.2 DETAILS NW-ESD-127, 127A AND 128 FOR TRAPEZE 38 LIFE SAFETY LIGHTING PANELS AND STANDBY PANELS ARE TO BE RE-FEED FROM EXISTING GENERATOR SYSTEM. SEE a a KEYNOTE 36. PANELS TO BE RE-FEED AS INDICATED. WORK TO BE ACCOMPLISHED DURING STORE CLOSED HOURS. '1200 4#600 KCMIL 4#700 KCMIL 3- 4"C 3- 4" C. RELOCATED 13. ALL TRANSFORMERS THAT APPEAR ON SITE ARE TO DISPLAY THE ENERGY START LOGO PER THE ENERGY OR PLATFORM MOUNT. PROVIDE A SHORT INTERIM SCHEDULE & COORDINATE WITH PROJECT PHASING. 13/0 CU. 1# 250 GND e , POLICY ACT OR DISPLAY CONFORMANT TO NEMA TP-1 STANDARD. IF THE TRANSFORMER(S) DOES NOT 5-EA. W/ 5-EA. W/ 4" 4" NEW " ` ' DISPLAY THE LOGO OR CONFORMANT INFORMATION THE ELECTRICAL CONTRACTOR IS TO NOTIFY THE KROGER 17 REPLACE EXISTING SWITCH/CIRCUIT BREAKER OR FUSE WITH NEW. SIZE AS SHOWN. 2000 4#600 KCMIL 4/1750 KCMIL 5- 4 C. 5- 4 C. ` a ® PANEL TO BE PROVIDED WITH STARBUCKS KIOSK. PROVIDE AND INSTALL NEMA '1'; 200/3 DISCONNECT AND JUNCTION 1 3/0 CU. 1 250 GND PROJECT MANAGER AND THE TRANSFORMERS IS NOT TO BE USED. � • O BOX AS INDICATED. CONTRACTOR TO PROVIDE ALL FINAL CONNECTION TO STARBUCKS PANEL. SEE ELECTRICAL 18 PROVIDE NEW SWITCH WITH FUSE OR BREAKER IN EXISTING SPACE, SIZE AS SHOWN. INSTALL REQUIRED* COVER FOR 6-EA. W/ 7-EA. W/ ,w SPECIFICATIONS. _ _ 4" 7- 4" UTILITY C . . 14. EXTERIOR FEEDER RUNS ON THE ROOF OR PARAPET WALL ARE NOT ALLOWED. ALL FEEDER RUNS ARE TO SPACE NOT USED. PROVIDE NEW PHENOLIC NAME PLATE FOR SWITCH. 2500 4 600 MCM 4-750 6- 4 . C. 7 4 C. BE RUN ON THE INTERIOR OF THE BUILDING, UNLESS OTHERWISE NOTED. •" 1-250MCM GND 1-250 MCM GND ,, ., 40 ROUTE 3/4 EMT WITH 3-14CU FROM TENANT PANEL TO JUNCTION BOX IN ACCESSIBLE CEILING SPACE FOR EMS DEMAND ELECTRICAL SERVICE: ENTRANCE REQUIREMENTS: 19 USE EXISTING SWITCH/CIRCUIT BREAKER AND LABEL IT ACCORDINGLY AS SHOWN ON PLANS. a 8-E4. W/ 8-EA. W/ COORDINATE WITH PORTLAND GENERAL ELECTRIC: - a METER CONNECTION. PROVIDE 3-0" LOOP ON EACH END FOR CONTROLS CONTRACTOR. • � e 15. FEEDER TH THE OF THE N 3000 4 500 KCMIL 4 600 KCMIL 8- 4" C. 8- 4" C. CONTACT: TIM GLISTER, FRED MEYER REPRESENTATIVE MG2 11-0029-01/ECI 50M04 O20 PROVIDE NEW DISCONNECT AS SHOWN. USING 10' TAP RULE. 1#250 -KCMIL 1 250 GND 41 MAKE PROVISIONS TO REMOVE EXISTING LIGHTING CONTACTOR(S) & ENCLOSURE AND INSTALL NEW LIGHTING CONTACTOR (503) 463-4346 PM: MAF a PLANS AND COORDINATE 16. MODIFICATION OF EXISTING FEEDERS IS NOT ALLOWED EXCEPT AS INDICATED ON THE BID DOCUMENTS. :ID LABEL EXISTING SWITCH SPARE. ENCLOSURES. RECONNECT TO MAIN LIGHTING CONTROL SCHEME FOR EMS SYSTEM. REVIEW EM S 1. ALUMINUM CONDUCTOR TO BE PROVIDED AS A CONTRACTOR OPTION. DRAWN: RICD • WITH CONTROLS CONTRACTOR AND KROGER PROJECT MANAGER AND PROJECT PHASING. SEE GENERAL NOTE 10 & 11. • 2: ALUMINUM CONDUCTOR TO HAVE COMPRESSION LUGS TELEPHONE SERVICE: ENTRANCE REQUIREMENTS: 17. ALL WORK TO BE DONE IN EXISTING SWITCHGEAR SHALL BE DONE WITH MANUFACTURER APPROVED PARTS 22 PROVIDE NEW PHENOLIC LABEL INDICATING MAIN DISCONNECT NUMBER, "MAIN DISCONNECT ONE OF SIX, TWO OF SIX" 3. ALUMINUM CONDUCTOR TO BE ALCAN CABLE. a . COORDINATE WITH CENTURY LINK COMMUNICATION f AND MATERIALS. COORDINATE PART NUMBER FOR REPLACEMENT PARTS PRIOR TO BID WITH KROGER (TYPICAL). 4. REFRIGERATION TO BE COPPER ONLY. TEMPORARY PANELS, SWITCHES AND FEEDERS: CUSTOMER SERVICE: ONE-LINE PROJECT MANAGER. THE ELECTRICAL CONTRACTOR SHALL INCLUDE IN THE BID APPROPRIATE FEES TO (800) 954-1211 0 .PROVIDE NEW PHENOLIC NAME PLATE FOR EQUIPMENT OR SWITCH. COVER PROVIDING THE NECESSARY TEMPORARY FEEDERS REQUIRED TO KEEP AN DIAGRAM y 18. ALL ELECTRICAL EQUIPMENT SHALL BE FIELD MARKED PER THE N.E.C. 110.16 "POTENTIAL ELECTRIC ARC EXISTING DEPARTMENT UP AND RUNNING WHILE COMPLETING WORK TO INSTALL THE CABLE SERVICE: ENTRANCE REQUIREMENTS: FLASH HAZARD", 24 PROVIDE RED PHENOLIC LABEL WITH WHITE LETTERS "LIFE SAFETY:' SAME DEPARTMENT IN A NEW AREA. THE AMOUNT OF COST FOR THE TEMPORARY COORDINATE WITH COMCAST COMMUNICATION j FEEDERS WILL BE DETERMINED BY THE PHASING PLAN AS ESTABLISHED BY THE CUSTOMER SERVICE: '" 19. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL CONTROLLED CIRCUITS AS INDICATED IN THE DOCUMENTS 25 EXISTING HVAC UNIT TO REMAIN. KROGER PROJECT MANAGER. THIS COORDINATION WILL OCCUR BEFORE THE BID IS (888) SERVICE: & PANEL SCHEDULES WITH ENERGY MANAGEMENT CONTRACTOR. E.C. SHALL MOUNT EMS CONTACTOR S T CONTACTORS AS SHOWN IN THE EM-1 THRU SUBMITTED AND CONSTRUCTION WORK BEGINS. , CABINETS & ROUTE ALL CIRCUITS THROUGH THE APPROPRIATE 26 DISCONNECT AND REMOVE EXISTING EQUIPMENT OR HVAC UNIT. EM-8. REFER TO THESE PLANS FOR COORDINATION AND ADDITIONAL WORK REQUIRED. M ,. . .i - - - - - l t fi d. )I t 'r'Y nt 3 rt' h I, :,,,, ,,, !" 1, ,S . r a,, ti , , i i • . . • . . . ■.+.I . ,,,,,t,,7•,,,,St:. ,,t•t•,,K,P, ,,,gt',,,,,,t3,'0,:gw,:l.t...,,,,,',1,,- .4,Pi..R.,',',,,..,ZV.V.q,V.;,.e. ..'..,,,,'',,,,,,, ,M.',,,,t4„ . . . , :,;A■ ' • 03:j . . , • . ' '::'A!, ' • . . . . . . .. . . ...... ...... . F .-.3':-','''';'.,••,, .,..t?.::,,i,-,M .:.:;.,.':',;O: ,••.,•;.•,.•,4i,•,,,,- .,.••nh,'•i::!,,, .,:;:,n„,,J,,......t:.,;,..., ;:,],v:.! , . ,Arje!!''.,Vt elk 9 ,.,'-;;,..i'''' . ii.„':.;',!pg:.5 , '' :" ''''i.',1,..,'''''. '''7::!:::;.4V : :: •:V.i::!, Rn '',.::::,,,, ,'' .:,,K:',.v. 'i\m„,,.....,::i'' '-;‘-i",: . . • (;.:0':'' . ' , . . OR STORE #00375 .„, qa . TIGARD .,,,„,,•,,,,„ . . . . , , .• „,:•.,,,.„„, • . 11565 SW PACIFIC HWY • F,,,,,,,,,, . _. t • TIGARD, OR 97223 , . „.,.:. , .- ,....,., ,,,,,,, • , , , ,.,:,,F' . . • tqatilittwattiomwttir,----ht,,--itirwma,,,,,iws:,,,-'‘ -,,,,,,,,,,‘ --,,-,,,,,...-,. --.'.:,;aoi,i_p,arAwi.sggqa-oo:zii,:,wsxp,iwaiia3m--go.A-woa.44400,-,-2 .-oafika,:..,-a..R..,,,,,z,-..'N.k.,,'T .,->..,-,-.i...„,_,,''Ifw,..4z47.-,.,. .„..,.i., - ----1 itiMi ..ir;.iPtil:$1NEI'ij;'a''T'Aigf8',Mftblio•;GWA4ttAifiC'Aktrt4.IV''''I'AX2.NV*$'MVKNSW,+:*4*4:.itWi-A-'*kW'44iieiiF=;AM'qSA*A'; "21**Rie#4€ ........,_.,.., ,.:_ ..... _._. ,- ... .:, ....,,,s.,,,,,,,,,,,,,,--,...,,,,, '• ' -,,,.-,,-.,N - , ..,..A. - •, -,,w,,,,,,,,,,,,,,,,,,,,,,w.,,,,,,,o,zr.., ,--.....,, ,,,,, ,,,,,....,-,,,,,,,,,n,,,,,.:n....,,,„,,,,,-,,,,,,B,..,,,-T,,,e4.,,,-,..,,,,,,,..o....--4.7,- ..._....._ .......L_........ , itm.:Fm'cl--g140-Y.,‘4.-,,,,E..ii. giPtA,, ...---"c•Cift.,WS.Te---MitkitS---iSAP.M.::,,,,,,,--'4$.71kil.,,,Wet_itt90. K.-W-4,',.1.1,:..70," lc,MA-....._-.4t5, ak-',.:ViE,,q0-.0,fe. ,..e-,,,,,ter--,-P.,...P0-1 ,--0.-1e, -..W.,,,'-iiffoitoritrAP:.80,1. r,,,, g-Ktkikke,',04,200,A-0.4S$: PANEL FEED(AMPS) BUS (AMPS) CONNECTED LOAD DIVERSHY VA DESIGN CONNECTED 480V PANEL FEED(AMPS) BUS (AMPS) CONNECTED LOAD DIVERSITY VA DESIGN CONNECTED 480V PANEL FEED(AMPS) BUS (AMPS) CONNECTED LOAD DIVERSITY VA DESIGN CONNECTED 208V . .. - i, . . I tig . ,,,t,,,,,i • • XI%.4FR XIVI1 (2MDPA SUB.) 600 . 600 287099 1.00 287099 345.5 PANL 4EL 30 60 14388 1.00 14388 17.3 PANEL 2A1 200 . 400 34030 0.81 27530 76.5 , FRED MEYER STORES I ,,,,,,, . , . . . . _ , PANEL 4M1 400 400 234351 1.00 234351 282.0 DIST. EDP 110 125 75374 1.00 75374 90.7 SPARE 400 0 1.00 0 0.0 , ' 1 • ,.„...• ..... , INC. ..,.„... 4MDPA SUB DIST. 800 800 476314 1.00 476314 573.2 SUB DIST. 2SDPC 600 600 106698 1.00 106698 296.4 : . . - , . , . _ , i 1;0 ;Wp 4SDPB SUB DIST. 600 600 302614 1.00 302614 364.2 TOTAL LOAD: _----------4 _---------1 89762 .--------1 89762 108 SUB DIST 2SDPA SECT 3 400 400 80798 1.00 80798 224.4 1 __,....„.., ---- SUB DIST. 2SDpB ,...„ . 1564.8 , 1 ..L.....____ :,L. . , 1 1 400 • 400 72073 1.00 72073 200.2 : SECTION 2 , ....,, . , ... , _.,..___. , --,---- ..,„ ----t---- • t - , ,. i 1 * 3800 SE 22ND AVENUE , . . , i , , :,. ............... . A: 4SDPC SUB DIST. 600 600 196625 1.00 196625 236.6 _."',:,...,. .'Eqg'WX:P..01,a36-ICiat,--.WW4911WEIP' 4,FAID.1,11,01M.1**-9.M.',AMAR.." 1,3WIIIRRATE.C.JEEM04.14-5114:0ainintWISMO503 . TOTAL: __.--- __-----------4 293599 _.--------- 287099 797 i PORTLAND, OREGON, 97202 . i , i .,.. , ,„,..•,,,, . RDC SUB DIST. 800 800 513860 1.00 513860 618.4 _....-- PANEL FEED(AMPS) BUS (AMPS) 1CONNECTED LOAD DIVERSITY VA DESIGN I CONNECTED 480V ; , i ; , 1 " 503.232.8844 , , , t--- . , -E-- , , . , 1 - ---, ,....., 1 1 , 503.797.3509 FAX , SECTION 3 855.0 1 1 ' I , , TOTAL: 1723764 1--------- 1723764 1 . . PANEL 4EL 30 60 14388 1.00 14388 17.3 2420 AMPWRAISPARMAMWRSIP,FAIge,TIA,7849MEMPtOMMOSOIHMECORIUMMINMINNIVAINSIOSINSOININVISt PANEL FEED(AMPS) BUS (AMPS) CONNECTED LOAD DIVERSITY VA DESIGN CONNECTED 208V i ! 1 , , 1 , 1 -„ J---"--- , ---- __ . . . i. _ . .... TOTAL LOAD: , ' 1 , , ''''"" - ia:wVgg-m8OTPT$W4gRiq4SMMPo*PAPT:Pg.MPNao,s;.1-SIM.:Watt ISMPIttrall SintSIMAINAIIMMAINdAtellibiC 14388 --------- 14388 . 17 SPARE 30 0 1.00 0 0.0 ' . ' i ..„. PANEL FEED(AMPS) BUS (AMPS) CONNECTED LOAD DIVERSITY VA DESIGN CONNECTED 480V 1 1 SPARE „ 60 0 . 1.00 0 0.0 1 i v.11 , __} 1 . , ....._ , i ,- ,. , 1 1 SPARE 100 100 0 1.00 0 0.0 ■ - . ' , 1 . „ _ 1 I . ... ,..,.„..,--....- ',.$1.1414Ciar.,44,;:::'.,,:,0'.s.. ..,!!..rlataIQISWEDpntOX,SNPM,,dgOMqVekt"OaltgtSSVSVariVatiePMWSSOM04-at•VtMtf"sVt"-q PANEL 2B5 100 100 5425 1.00 5425 15.1 , SPACE • . , , - I ___ _ _ , , i . SPACE PANEL FEED(AMPS) BUS (AMPS) CONNECTED LOAD DIVERSITY VA DESIGN CONNECTED 480V PANEL 2132 100 200 23073 1.00 23073 64.1 . 1 , , , w.: SPACE SPARE 100 0 ' 1.00 0 0.0 I . ... rc'''".*"'"'."'''' ...... ..1 .. tioi:i.o. _____... Vigt i PANEL 4C1 200 200 46552 1.00 46552 56.0 PANEL 2EG1,2 VIA )EG1 110 200 8895 1.00 8895 10.7 PANEL 2B4 200 200 32158 0.72 23154 64.3 ; .,•,:t4:,. ,,,..,,,.. mtvizm. ,,,,,,,, ,.„--- , . ,':,',:,t:,• . • - - .,;i..,,;,,AK4s. og,,,,m.5:44, N:omvi,. ,q,,:.:r.::,,r.„„..,,,:,,:,. , , PANEL 4C2 400 400 150073 1.00 150073 180.6 PANEL 4EM 150 200 35824 1.00 35824 • 43.1 PANEL 2B1 200 200 23317 1.25 29146 81.0 I 001344044'o 4 ,,,,,:, ,„,A.,.:::,,i , . - . ,_ - . - - - . - . . SPARE 125 200 0 0.0 PANEL 2B3 200 200 13036 1.00 13036 36.2 I i ANNfilateM f'g'V''',1,:t.m*tiCi ,^41;::,:',...:.,t.:,,:4'",.,,,t , , Z . SPARE 30 0 0.0 , • i Engineering Consultants Incorporated ,',.•,•,,, 1 . .. _ . ,op!, - , 1 TOTAL: _- _---- 196625 ....______.----------- 196625 237 SPARE 30 0 0.0 303 Federal Way Boise,Idaho 83705 I , , ..„,„., ,-...,,,. Phone(208)376-9820 FOX(208)376-9822 t7,,,t, • . . I .1 i 2EG3&4 VIA XEG3 60 60 51310 0.60 illeI0306554tit4 36.9 .., TOTAL: __-------- ---------, 60656 ..---------- 80798 224 _ . , ,,,,,,,, , , 4.!4*i‘447,.. t • / Nia 1 i i . I i i . , I - t . , , * www.eciboise.com m „zrx , 1 1 gt _ , '$:::kto*0.tsg.V.W.TMA9O*A*V*%c*%Mt4M Ottatittektattelto,VANattalat t.t4itimi.10.1.0400tilOtaitatt*WI . TOTAL LOAD: __-------_______------° 96029 _-----------' 75374 91 ; 1 1 ' , 1 PANEL FEED(AMPS) BUS (AMPS) CONNECTED LOAD DIVERSITY VA DESIGN CONNECTED 480V , * ; ,. . TOTAL COS LOAD i 10000 1 . 51310 2EG1,2,3,4 i - - Stitit0.SVRkttat14gXtPANElritWl)PEIW4OGPOT?OSS**'A,'Mta4.4M.:0AiS-MO,it4Sit,MkiOP,eiatik4=iAdNVVA?gi'ietMNViVVVJ'k--- -- i 1 - --- - -- - -- --- -!-- ; PANEL FEED(AMPS) BUS (AMPS) CONNECTED LOAD DIVERSITY VA DESIGN CONNECTED 208V ; 41310 0.50 WitgAllr,000,14100101 _ . • ,,,,q,,,,, . COMP. RACK A 250 250 152489 1.00 152489 183.5 I 1 ; to _ _ , ;----- . ; , COMP RACK B/C • 350 350 238248 1.00 238248 286.7 _ ',01:400MOWIO,Ni.v7a,0i.V.Wit*M9,Q,',;.,:fli071044,42,99#09,9%F..et,WkOki,P3A•vrvt,,,WirMiftM44,1,t4:4VAVA.!..51010,,W-Mks03WV:01.1.4., _ PANEL 2C2 90 - 100 • 13644 1.00 13644 37.9 1 _ •0,„:,,,,, PANEL 2RDP VIA XRDP 175 175 87124 1.00 87124 104.8 PANEL FEED(AMPS) BUS (AMPS) CONNECTED LOAD DIVERSHY VA DESIGN CONNECTED 480V SPARE 100 0 1.00 0 0.0 1 I , , _ . _ _ , , . .,k,:, • WATER HEATER '1 30 30 18000 1.00 18000 21.7 • . „ 200 200 25866 0.93 24055 66.8 1 _ : . _ _ .,___ . - ,PANEL 2A2 -,- . 1 .-- NORTHWEST „,::.,•,,:„, WATER HEATER 2 • 30 • 30 18000 1.00 18000 21.7 SPARE 600 600 0 0.0 PANEL 2A3 200 200 43346 - 0.79 34373 95.5 , ' :ag _ : i 1 PANEL 4B3 200 200 48350 1.25 60438 72.7 ., ' _______ ut. . . . D PANEL 4B4 100 200 8400 1.25 10500 12.6 I ; i _ , , , -71 - 1 ' _,.................. .TErlilL 513860 ___---------T 513860 618 PANEL 4M2 200 200 • 119163 1.00 119163 143.4 . : , . • • TOTAL: ___...,migggIIIIIIIPlw"."--- 82856 72073 200 : i . . - , (REMODEL) ............ , 0 I I i 1, , ,T , _,, ,,, SPARE 400 400 1.00 , 0 0.0 , , ; I , i 1 I-_ _ 1..., _..4 , SUB DIST.4 SPDA SECT.61/ 600 600 300401 240744 - 289.7 ,, - „ _R 1 ! --------- - - ------------ ------ ------7 ! , , ggi $0;:i 00101 i.',4:i:-''''i•Pi.-:,'.,..X4Sit"00%,*:,..'..:k.':;_:),OV4E0:106.V..4***4100.****6; '*A-66:40iia,,,,*..tkatioiliikivs*A4:mogoHlktiumiiAtiiiiiimimaiwkii* . . ., 4A , • • , i ..,.... • PANEL FEED(AMPS) BUS (AMPS) CONNECTED LOAD, DIVERSITY VA DESIGN CONNECTED 480V 64 t !, ----'$WIPIAVISOPM.' e:Attet12M010, .09.4.10001101:0120.014211.0,040,10#6,0104,1101400V1.4 .1." 1101.4 1 PANEL FEED(AMPS) BUS (AMPS) CONNECTED LOAD DIVERSIFY VA DESIGN CONNECTED 208V 1 . I • , -1--- 1 .pin■___,.......................i,__........„_.„..,.„__, ■ ...,.., 103947 125.1 TOTAL 476314 430845 518 , . . 1 PANEL 4M3 400 400 103947 , 1.00 '.... . , , I I I PANEL 2BLIX 200 200 45000 1.00 45000 125.0 1 I .,,,.. ATS 1 STANDBY (EDP) 110 200 75374 1.00 , 75374 90.7 1 , . 1 • I . 1 . ; i 1 ag ' PANEL B VIA) MR XE3 70 200 39004 ' 0.84 . 32763 39A i . . SPARE 125 200 0 1.00 0 0.0 I , , PANEL D3 VIA>FMR D3 110 200 37393 0.84 31410 37.8 - ;$09:0$Re#130,-::Wiat*Vt'i ai.. 10:914.i.**:rii:000100.f.A.r.50$,Watitiattgattatliteg.iiicaltigiaRgnagat I .'SPARS 200 200 0 1.00 0 . 0.0 , . ......._.4..............___i I , i • ,,,,,,, D ST 2S0 VIA XFM R XSD PO 200 200 81883 . 0.72 59120 71.1 PANEL FEED(AMPS) BUS (AMPS) CONNECTED LOAD DIVERSITY VA DESIGN CONNECTED 480V PANEL 2RF1 1 &2 200 225 40091 1.00 40091 111.4 ; ; , , - PANEL 2RL1 100 200 21607 1.00 21607 60.0 , . , • ___ _ , i' PANEL 4B1 200 200 85125 0.65 55331 66.6 , ,SPARE 60 0 0.0 . 1 ; _ 0 TOTAL: 337601 302614 364 PANEL 4M4 200 200 59576 1.25 74470 89.6 1- SPARE 60 0 0.0 1 , i 1 1 ; I I i . , 1 PANEL 4B2 200 200 74136 0.65 48188 58.0 1 1 1 _ ,_. _ _ v i . • _ ; _ . .... I . . . , 1 SPARE 60 0 1.00 0 0.0 t - I 1 mg; . -' $0.g400.0301974.0#4$0F0/0k1,1*OX*Otql9f:,410.01******410044$10040440.A4tAt*****!:-Y4.11•40,141#1100w5: _ , ..ATS-2(PANEL 4EL) . 30 60 ._ 14388 1.00 14388 17.3 TOTAL: ___.--------`________------- 106698 -----'-'------- 106698 296 i 1 . _ ___., .........w... ' I PANEL FEED(AMPS) BUS (AMPS) CONNECTED LOAD DIVERSITY VA DESIGN CONNECTED 480V PANEL 2E1 1/2 VIA XE1 100 100 -67176 0.72 48367 . 58.2 , ___i____ ___;1 , _ ___i _ , . ___ SPARE 40 100 1 i 00 _ _ 1 . i i 1 I _ _ , , PANEL D1 . 400 400 81883 0.72 59120 71.1 SPARE 100 100 '1.00 ; 1 I *qt. .i_ 1 . . _ .._ . WM -- , i;MiNPRPAMggAt-OIXIW4%Mlleridtalt'SfStMEI,IrMt:,glitinWNNRCqE'Alra411MMI511.00t. MAX i i i i . • .• , , - • ' . TRANSFORMER SIZE(KVA) FEED(AMPS) LOAD PRIMARY SECONDARY ' LOAD 1 i ,-' • fgg TOTAL:,.. _..._......__,___._-------Ae-' 81883 ..---------1 59120 .• 71 TOTAL:_. --------- . 300401 240744 290 ,... _ . . i , . . . po . . , . , : i ? ,:-,,,,,,: :,,,,,,„,,..„.:.8895, ,,, ,.:',,,,:::-7,,,,, 11 25 208 i g:f:;: • - t XE G 1 REG 1-4 & UPS) 75 • 110 ',,,,, ,,,,„,,,-,.:',,,,,,,,,&‘,„:.. ..,.:. ,,,,,,,,,,.:::,:..:„,,,,,„:,,, • . --- " - ' . _ .. _ _ .. - I !XEG3(2EG3 8,4) 45 60 62 143 125 i i A,.',,at.i.E5.1A, TOK;: it.i'ti: . - ii.'f NON-CONTIOU-011S-WAD------ --- - -- -----' --.. - ------- ---"1- , _ , , , .4.. _ ,,,?;N: • 1 ^ 1 ^ i . I .--- XEM REM) 15 20 „,,,,,,,„,„,nep,,,,,v,4059:4-4* 7 17 42 . . , ;„. . i ,_ ,. ,____ _ _ _ . - : - - ---- - - , _ --I- i - .„ , "' " i 1 - t :!:'•:::: I BOLD TEXT=NEW 1 ' 1 -i )(B (B) 45 70 iligr,0‘,.'3....,90,00,-. 141:110 47 108 125 1 - . t I . ..._ . IITALLIC TEXT= RE-FEED1 i i i } 1 i i i 1 i )03 (D3) 75 110 Nsi:ItiPTa930A-mg: 45 104 208 ' , I._ _..... _ „_ __._ ..._ ..,I. i ! 1 1 i 1 1 3 I I XE3ANK (BANK) •75 125 SIS130092-Mvsi, 38 88 208 i gttt, I i .., t i I . I im ----I ' t i r -•-.-7''' '.' -----.,, ,2,Z:::::,,,. . 1 I 1 ' . , I 4:0 1 ................___L. IXRDP (2RDP) 112.5 175 .1.,:,,,,NIA:tim:m4 105 242 313 oo . 26 60 83 ' 04 . r- . , 1 1 ,j . _ . , ,..1 ! i . . . _ 2433 . . ' _ , ,. . . .I._ •.__ . 1 -I---7- i i XJ1 (2J1) 30 50 ‘;',A,5-g4:, :?'. i-.MAgg . , . . ..,,.,. . , 1 .._______ 1 1 ,.....i / ..............*,*.,......***1 ::: !::52'95:$79:Z:;:;:::::: ""."""*H I! 75 100 30 70 208 . .I 1 t 1 ' 1 1 1 ! 1 i___ ___________.4.____________ ,. . .. t _ , i . 1 '-*--.''.. i w XA4(2A4) i i 1 $ XE1 (2E1) 75 100 AIAMPfte. 81 187 _ . _ ..._ :210831;,9_ , -- XSDPD(2SDPD) 150 200 4,".-4'.; :;41T0V0,-;:tg.,;,,,..•,,, 99 227 , , 1 1 i -- _ _ . - 1 -1 s f ' ,.,_ ... .,.... .. ...„,..._ i --1 ; '- I 1 i i 1 1 1 1 500 600 353 816 1 , 1 ,,XIN/11 (2MDPA) tig,;'4 -,-.-.. *-...-....------,-.-, - .,--,. + *-- I i - -,--.-.....--, , ....--.... ---.1 I .....-. ' ""' I i ........-. ...,...,..- --.-------, 6%,,, r-- I I • i i . •-., • I i 1 - 1 1- --- i TOTAL:I i I 750337 ' 1 903 2084 „,,,,,, I __}_________ ___ ,, _ 4_ , -,__. i -7 -.. - . , I 1 , t,e,,4 - . r___________...... __ _....i._. ...... _ .....4, . , i-- -- ---- ---- - -t---jr--. . . ----- 1 1 i i ! I „, 1 i 1 i • L ,......1. , , ,,,„.„, , L____ ,i 1 i 1 i I I i 1 i a .-...1, ..; 1-.-,.- ..1 .....L... _ AW . i _ . - _ ,, - , ,,,, ,,,x,,;-: ..,, . . , : . ..„. • • t,:,:•,.-:: . , . . , , • PERMIT SET , . , , ,,,.... )' M,Yi . • `,',•:!,',;,f", . 1 1 III 30. I I 51g . . . , . • . . . o . . .,,,,,,,, • :0-, • P4 • , ' ' - N:,:j.,1 bt . :,.. • , . . . . . . . , i . . . '!'.g • , .. .,. .. . LESLIE STITH, P.E. , • . . . ,.0..!, ' • . . „...„. ' 49 P ROlZfe • , • . my.*MEG* 4 : ..,,.' . • . ::,F.0 . , ... . . 1° ett$4/E - . A• . . . EXPIRES: C. - - 7At)1z- _ , . , ___A_ DATE DESCRIPTION ;i,,kE; • , . .,,,..., • . - „,,,,,, . • ....:, . .:.: . •,,,,;:a . . • ,9•,'i • • _ ,,e,• . " .•,01 ' . . . . m - ,....„., . . . _ . . ,,,4::,,,,, - • ,,,gq • • V . . . • . • _____ . ,,,,,,, • 1 . . . . g0 ICEPERENr"P ONLY . . , _ A....,,,,....,., ONLY ' ''''.."... 'XN • . . . NOT APPROVED WITH THIS PERMIT ' 1 • ,,„,0:, . MG2 11-0029-01/ECI 50M04 ' . .,...„. ;A: • . PM: MAF . . ,,,,,„,,,, • • DRAWN: RKD . . . W • . , BUILDING ,„.,,,.,,,,, • . . . LOAD SUMMARY ,,,,„,,,„, • . ,,,,s • . . . : ii,,,,,z:• „,., . . , . • . . . . ..„„ . , .. E6• ' --,; • w . . • ,•z,,,4,i . .oaEebit2, .e6imt,it•mmi:ltt,:v:,eitt:m:gottt.,ei2•smttmattttm,,,•,,,;:_,:,,„w . . .q. . . . . . . I , • . • • x .• { a LL., U 511 '-11 " a • r Z >w { 9. �° _ja CD Cl/ �1.,_ zY0 „ ¢z 17 19 21 22 Uti °-mow 0°pww • p 0- ¢Ji xv�� F- 11J- CCJ W -pr (-1) 10 12 14 5 1 20 18 1 xv) �¢U � �°0 (!)moo F¢ o�Q°w Z �•- • w z ��Lu 1 .. ^ wJ 5¢zw ••• o z CEO 1-ZD L' -• 1 _ i �� D W ZU Z¢00 p,y¢ / w0U1.r_ i-1-° 1 I S Q N J W J 2 1 w X I- I-z¢ce Q ¢�- { I I ` // W �Q`�. (7,• . ,. . :• o Cl.a oaJ.CI 0 0 • • I O w xo 0_CK w z — r—j �— — —O : — - O i viz �O�a p°¢z QD _—.__ _ ' I G1 I i�1 I CO w U Y 0 p a o •• • 1 I� L_ i (n w w w I — I OJW SQIi� �JUw 4 (_n LI_ z U RACK 'B' } ' MEAT i z L._=::: w , z°} `( -L�0:7,v5.cn I CIRCUIT C3 I ! COOLER 1. zk 2ACK 'B'CIRCUIT B2 W �MEAT RACK 'B' CIRCUIT C4 43'-O'L i 15'-0'W (nZ COQLOERD EXISTING 5 w w W w ° r_ __._ PREP LFA-230-5 = '• I EM07E HEADER A "'"' I+-1 X ¢- t- I i 21'-8'L 115V 1PH 2,4A , LCE6-140-S T 10'H j -it 10 6 L 1 _ 8 6'W i 1 10'-0.H ' `'` vxi i HEADERB/C _."__ _ ..........." _ ", ._ . __ _a._ 39-0'PER ' 93'-1 7/8'PER \� ' - J 95 SO.FT. „.7-1,1 { 14'-i" T-1.. Z Z Z t-I-LJ I 540 SO.FT. 7 - €- I J I-C�0' '' <(�Z 1,7,-S�C w { RACK 'A' I Op , - --1 I # i 'r " �, _ RACK'A' CIRCUIT 1 I CIRCUIT 11 LCA6-90-S i -,� �'r,-- •; n n I s r115V/1PH/2.OAr ; p .._. __. _ _.__. ' o T5 I I GROCERY _ M R 19 9. 9. < o w x o w 4 FANS i -'�.,, FREEZER �Itttnlllllll.as i I - _ ■n N N Wi xa-- r Q = rr 5'5" i- 1 , { I i © 1 II .1 { L........,€ i..,.. .,... - =_-`- - _ , I{ 1 - ,; I MLT4-220-5 MLT4-220-5 MLT4-220-S0 1663 SO.FT. I 1 x2.1,2 s it 1 208V/1PH/2.8A 208V/1PH/2,8A 208V/1PH/2.8A _,._-_...) j f \ I i s3s1R-t2 4'-11' 1 FANS FANS FANS • { I 1 F's221. ji ; :43 "'is I 208V/3PH/16.OA 208V/3PH/16.OA 208V/3PH/16.OA I I l�-„ i }� E N' I 4_1" DEFROST g'_3" DEFROST g'_3" DEFROST 4•-1" ._...._._..,..._,.,.. I , I .--... ......1 so N i z _._ aa_ s ON "1 • `'�Z::11 ..,.•.t w i ao i..«...,., j 0 i��,_„/a�'� 1:,__ D \ . j� n 1 n 1 N• ;: Ai II "' i_I — "' ki•=O—�T. "' _DT" _ji -L_« _E, ._..,_.. -_.,...—_—.._. __ � N n ff ; iv ".». _O { �t."'"'"" . . 1,,.' .....,•_ ,,..,.. DR60CS I «..,-..4A,. [ s I/ fl I °! �.1 Q I•I ~F ..,... ...._,... ..,.•_.................___...... �� I ..,.._...,........,,,...,.,,.,_,.......,....,.,..,,, L.j•---r.,.,..w ......�a._...;.-a-.._:...._.�..._._.-..:«._ °^°'"„•^.w _ -0R60CS 'L ...,_..`^�`'..=...;•9 0 ' � O t K M^ .- _ I�c�l ...._ _ _ ._ _ ..._ RSi I RA _B4 , ,,,_ - 0 \• -_ _ RACK 'B'CIRCUIT 4 i, • i{ '• µM5DFRNGi2HX : M5DFRNGI2HX M5DFRNGI2HX DFRNGBHX,_ �p - d'Ps •" i --•--_-._ ';z-••••••••" -•••TS ' II, ® i,... _ _.S1 Fi .... _.,_x..__...__.._._!v1$71Na� _ _ _..., _..... .._. - LFA-150-S ® N ''`-- 4 )` 7S j - _ • i 2 „-- „ , 1�'t " Y kiNEP µ h151 _ « _ 5X- RACK B' CIRCUIT 86 ae$'', ESGSS ESGMS ♦ �.' ;• (E / / _ -�- W.4 j •a 115V 1PH 09A O o £ i I / # � o qxi PRODUCE { FANS • ✓ '.a .r+ RACK 'B' CIRCUIT C2A I © RACK 'B' CIRCUIT C5A W;� i C COOLER R \��!)11 � PRODUCE I r E 7'_4" 7•_6" 7_6" 1.Z, 7'-e • Q \\ © „„ ,,,j I i8-6•W '\ PREP j ' _ _ ' G U im 1E, 9'-8'H t �0 41-8"L f, LCA6-260-S LCA6-260-5 115V61PH6 4.7A. • • CFAi"� { ¢QG J� I , ' °` 105'4'PER � -� 19-8'H jI �\ of 115V/1PH/4.7A 115V/1PH/4.7A / / f \‘\\\I O 1 G ' 632 SO FT. i E i G�� U (EXIST) 115'7 3/4"PER 1 IFANS FANS FANS• I y RACK 'A' CIRCUIT 17 RACK 'A'CIRCUIT 10 1 x } 739 SQ•FT• (( RACK 'B' CIRCUIT C6A io O� G '� " �€ zo'-i" k E DAIRY • m \ R i CO E • m T ■ U _ ci 21' TW ❑ ♦ * IIh j E _ ...... ,_. .._..,�::-/-�.•:�.,=-rte•....._... _._ _ _,.._,1.,_• ^^- -.. ...._1 : j l F--U p �€ +ICBM--.__...._...,._...._.....,.._:. .::::.:_.--�:::•:�_-c.,::.._.. ... .....;.:-.,:.:»;:..,,..�.._.._ ... ,i;.,..... RCM R, - I � �; i MWITTGBHX ;. MWMTTG$HX { 1' j„ .. _ __. I 134'8'PER ' • i W ;DI FWGC MT FWG(TT) 1 D5DL12HX _ D5DL72HX DA5D12HX DA5D12HX�� DA50'12HX DASDSHX- A5D8HX, DA5DI2HX �* WDASDSHX O.FT, i • 4 N Eli it j T.TS or� � __ .... o� _• _• 11� li 898 S „..m.. . _ "�_ �_._.-1 \ o w "« __._.__...,...... t__ S`a�(i .., �.t , 1 EPo _A` D�5S4EE _... $bl3=i t�It=29T - '2T4: �1t=1I7 . '1Gff bX1-11 1 J ;• RACK'A' CIRCUIT 17 I RACK 'B' CIRCUIT B7 RACK'B' CIRCUIT B1 RACK'B' CIRCUIT C7 14 j, O �, RACK '8' CIRCUIT C6B t41, I I.,/ ..� ,..�`T' 1 L.A .i. _../ W OC i Pit iiii Iffill --------\\ ' f x I O RACK A' CIRCUIT 9I1 © 1 '.1-> •• G ' 0 M1 �� RACK 'A' RACK'A' ; i f V ! CIRCUIT.5 CIRCUIT 5 © i "t SYSTEM RT1 SYSTEM RT1 SYSTEM RT1 SYSTEM RT1 Q I i N Z 0 C: ' NQ • w-JON • fp.....................R.�_ii._ ................�. NIC. .. NIC , ,' , `Y ,,.,�. D Y 1, , } ^ 3 m^ D18 DA�04HK DA�D4wX DA9DAkiX 1DA5D4MXi DA5D4kX • • \ O ! t -.;,_--..1 m rf ,,,� j =:: i ............ 1.1 E NO,.'m' ,..1-OT 1'1 € au 1 a cM L. O i . _ ;i8211BR-80SJ m m J !• ! £ i ❑c�1 L Ica GI } 0 10 10 10 10 ❑• • . • .i,,,„:,,,,,,,. . , 1 t M O-.x . Jv 1 S. ®i i O 1 TT � 1 m N } Z�,•�".""" ' i i#p o €€ .y o it } ',6S 1 i z ; ° ; t gal /t�y��J) 1 \ U { F 1. 1\� j . 'o yLi ;i' 11 O .1`._''t5C'F f'2RCC�0111- .rs 14 € r I i i ❑ ❑ L.1.„ • 0°1111-:� - 1_,j..Nm..; ,-.. RACK'B'CIRCUIT 10B 55fl o 1 J \ ,R,r_ i s={ I i ' - I 1 �'"{Z i Z 3.r 1 \�Iii zI IN's a 1 Int v € o I N ,,`` o >E.. m ,,0_,,,<, ,, i i �:, \ _ F , ,d !m; . m �I I C�31 I I _ 1 VENDOR �m ©° i ,.. ;© ' j E a `' i m BID DATA co ' o _ t <Y U L; € ) _ - n ❑ 1O CASE COLORS PER FA DUTY-ENGINEER 8 1 0 ❑ ❑ ❑ z - �"""�"" ��1= N ❑ y 1 ❑ ❑ O ALL COOLERS,RETARDERS,FREEZERS AND COILS SUPPLIED BY KROGER. I) - d• :. ?; ;,.1 j Iv Z 1':, , ¢ 2I - i `.i f`"""'1 a�iiiiir,..------............�� i :y.,: U a` ,�u�`{ w NI € - j yl O3 VENDOR SHALL REVIEW COMPRESSOR SELECTIONS STATED ON THE R/1 5 I U I 1 c� i°o REFRIGERATION DRAWING. ANY DEVIAliON FROM THIS DATA MUST BE W APPROVED BY 111E KROGER CO. VEN!)OR SHALL PROVIDE LINE SIZING z U >� { '�. { I m1 SCHEDULE. . . -..„ awl.m I"'•' y ...Si ©� .1© 1 , C-.) FlXTURE(S)SHALL BE ORDERED AND PURCHASED SEPARATELY BY THE ?• t U ° m m .. j aL Z 1 • -. DIVISION FACILITY ENGINEER. w=�E �°..t Z 4 cz, t• N I'I )1€ 5 FIXTURE(S)SHALL BE ORDERED AND PURCHASED SEPARATELY THROUGH • I i r- �"' N'' i BAKERY RELOCATED I U` -- v j :j r 1 i • O G.O.PURCHASING AGENT; DIVISION FACILITY ENGINEER TO INITIATE PROCESS. FREEZER REMOTE HEADER B/C o=D o j o i j _ 8�`� I 8 CASE END GUARDS SUPPLIED BY MANUFACTURER. i 13'-7'L j.-.-. _ I U `' tDI of 0.-0'W i I 1 z ° 3 c� ml i� IS' € O 9-0'H L- ----- ° i No, 7� PROVIDE A HOSE CONNECTION ON EACH SIDE OF THE PRODUCE ISLAND I 65'-2'PER • RACK 'A' CIRCUIT 13 I! ° 1 a1 1 ®' I MERCHANDISERS AND ON EVERY WALL PRODUCE CASE. 258 SO F1. j'. ,:tin" o,..,. \ • • MLT4-220-S \ \ '• L._ O N/A r'v • • 208VFANS 2.8A g'_4" •• i 208V/3POS16,OA 1, I . 99 CASE OPEN IN BACK BELOW ELECTRIC RACEWAY FOR CLEANING AND FLOOR•• DEFROST =''s ?. t t ' 1 i DRAIN ACCESS" 10 BACK OF CASE SAME COLOR AS FRONT. co 3 0 '*cf,„o RACK 'B'CIRCUIT 913 >r • "t\ Q_i' ©«_ ® 11 MERCHAN�OIR.ARD WILT SHELVES FOR FROZEN BAKERY IN GLASS DOOR z • i ` -_ � \ c: . I $ 00 ? G f A.,............, . . . • --(:), ■ Almersok l�u:, It PW41R12H PWIRI2H n R N ° i �. Q / e --�r> • _ P,_,----,, ,. --,,..,,----, •.._.,.__,w ©M, U a°` ' v"� FE € 14 MIRRORED END t - z ©. 3 col N E :1 0.+ � p �&p �.� 1UI. G 1 ' 1, �� 1�j m ••• ♦ �� I ' RACK 'B' CIRCUIT B11 i ":\\`‘ `'" ©1' 1—� 15 NLEXIGIASS DIVIDER O A 6 1 ti i f e \ O 1 la S N C? .--, T �—J • ri ,r_ _ 17 N/A I 1 0.i j j ��".._ [ �' E�� !NI [� \t .t ,_ {'1,1 ., \` . r ❑ + »- /1 U) a �' __..G 1rHWHJ, ! ❑l y 6 F U U jug J i DT I '1'1 i U i i o ¢ ,-+ Q I �I e III U C9 I ' ...,,.,...,-.,, <IC a W I � N i ' a 'i ��' c i l .. REFRIGERATION' INSTALLER NOTES' I DELI " ' �I 1-r?: iI I x n z 4 - i. , �_COOLR 1 '`" irR®' ,.9 m i v °t'1 _ i OA SUGGESTED LOCATIONS OF PITS AND PVC:PIPES FOR THE ROUTING OF 7-8'L t I I O € �_ ' a - 1` �' I I O REFRIGERATION LINES SHOWN ON PLAN.ALTERNATE ROUTING MAY BE 20-0'W i K j € N I;a o. 1 'm v -s Uy • 155'-4 1 81.-,�� "' 0 j i, X � i a 153 SQ F f. ' °' i € u 9,5 m Il ' I vt ii # "' y P 1= © y I (`� PRACTICA FIELD CONDITIONS TO IN V OUTIN FOR CONRATIO AND THE• I I F I °� x C' m B RECLAIM UNE SIZING TO BE PER VENDOR REFRIGERATION SCHEDULE PRACTICALITY OF U1IUZING EXISTING ROUTING.REFRIGERATION LINES NOT 1 :1 y_ i s{ an m "'IC' z ¢ I z ¢ ROUTED UNDER FLOOR SHALL BE ROUTED AS HIGH AS PRACTICAL I i ,1 4 O K v' { .L.,-«-«.-{ ° f 112 a x 4 ° ut _ RACK'B'• I , - o F 1 I i€ o T s ? PLAN. CONNECTIONS TO BE MADE AT ROOF MOUNTED A C.UNIT,SEE H.V.A.C. CIRCUIT B9,A ,. i 0.{ ,� I 'N 1';®1 �1.`' z� • O INSTALL SELF-CONTAINED EQUIPMENT.•• O INSTALL COIL AND ROUTE CONDENSATE PIPING TO NEAREST DRAIN EO INSTALL CASE END GUARDS SUPPLIED BY MANUFACTURER. •. p U i ° { I DELI Q a N 1 N ,j• o REFRIGERANT PIPING REQUIRED FOR HEAT RECLAIM WA11�2 HEATER,SEE I y a 0 a 1 E v�.I.-- . j I i PSD-68. FREEZER i '�!k# Z �� • 7-8"3/ ' �c 0 to 1A a � ,--• 1 o 111,m „•,,, OG :,:'"PIPE UNDERFLOOR FOR REFRIG RATION LINE• 163/ W 8 E O{ f \, 0 10 PCV PIPE UNDERFLOOR FOR REFRIGERATION UNE ROUTING . . 8,9"!-I j 47-11 25 in- SO. TSDSC • v N i j i` ( v J I ,c1 1 RACK A' } -'�..•..- ,�'. � -"""'' CIRCUIT 14 ! C a 1!; W DT� v �'---{ � �' H Q LI ❑ ■ F.1 JO 2'-0"X 2'-O"X 1'-3"DEEP PREFABRICATED PIT BOX FOR REFRiG£RAITON UNE ROUTING Q i • r - ®� z V'''.*" § • • • I 0 N A • • P xXl C2_ I v © GGDNIC6PHI CGDNIC6PHh 1„ Ix�,c L EXISTING REFRIGERATION PIPING TO BE REAPPUED WHERE PRACTICAL IT'S•"T LL_l N © m (IC) E •I • hS,im z l O THE INSTAU iNG CONTRAC DR'S TO O FORM TO THHER REFRIGI RATIONG PIPING C I� AND INSULATION AS REQU RED CON X101. RACK Bo U 1 1_,,/„,./' Y. 1 >ma • i j 0. CIRCUIT Cl 5 § 1 t U I RACK'A' DEGN EQUIPMENT RECOMMENDATIONS FOR THE• • b621• O m l CIRCUIT 5 {/�_'\ ❑ ai § ❑ H ❑ ❑ -`J • n c !1 X31 SC I 1 4 1 I,-/0 t'' C 4•-o • • • I GENERAL NOTES' "If, • • 3 i -- CONDENSER LOCATIONS ARE APPROXIMATE, MOVE NO MORE THAN 20 LINEAR ,,, i R, I FEET IF NECESSARY TO AVOID CONFUCT WITH AC UNITS.SKYLIGHTS,OR • j OTHER OBSTRUCTIONS.LOCATE CONDENSERS NO CLOSER THAN THEIR MOTH ale.,,to-\- ! i FROM WALLS OR OTHER CONDENSERS,AND NO CLOSER THAN 10'FROM • 1 �'_'G�y �� G� 7� EDGE OF BUILDING. AVOID LOCATIONS NEAR EXHAUST FANS,PLUMBING • ' fjf I 1 VENTS, FLUES.OR CHIMNEYS.CONDENSERS TO BE MOUNTED LEVEL ON e� • .113i4-8R-48-4 11:-8R-48-42 a>k2 O O f DEGREE NECESSARY 10 FACIUTAIE MOUNTING IN FIELD. PERPENDICULAR T TO ROOF dl y :,f' •• • _ �� © i JOISTS.— PROVIDE A SINGLE 120V• RACK '8' CIRCUIT Cl 4 v° I FREEZER COIL FOR CONDENSATE DRAIN UNEHEAT TAPE.RECEPTACLE TO rn I I 1< Cr°• o H } . ! • BE EQUIPPED WITH A CONTINUOUS OPERATION WEATHERPROOF COVER de 0.., < ,4. I !J TiED TO A 20A G.F.I.BREAKER. I . . ;;:::;iiii 0 •: . GLASS 49 • .. I. • . 11 H END c�k\', _-_ , h CD��I . I { - 1_` O 0 ❑ J D.1 .,I 1 {; { ; Z LI 1 . ii I CONTROLS REQUIRED TO ACCOMPUSH REMODEL TO BE SIZED AND PROVIDED 1 I I {il---- i i i - ' I 10 1 1 BY REFRIGERATION CONTRACTOR.IIIIIIIII 1 1 1—_, 1,), .. ,1 1 €,— I, 4 - =MI , .3 f [ . _. L., . El ,i§l_ 1. I i " H 10 iN j i ;,- �{ YW ' SHEET Ti I S SHEET)REFRIGERATION LAYOUT — i I I 'RS I I i R2 2 NONE • i 1 1� 1 I Il R2.2 NONEG£RATiON SCHEDULE _ i I \ I I i , I R3 NONE m z,1 I C R4 NON£ j R6 NONE ' II 4 R5 NONE GLASS j 1 END • i LI I . , ill IT 1, c,........_,.....„-- ______ ————---�___ __ -�-_—____.__ _�..— - 1 € i c LEGEND' I ___ __ { r 1 r I Tm ■ i• © TEMPERATURE SENSOR I - 1' Di DEFROST TERMINATION THERMOSTAT • i ie f J �_-_._____...__—_ -_-- __.__—_.____ 1 —__ —__ - CURRENT PLAN DAIS' i. . '1,:ii __, 1 I i 1 • • j — 1 I �i I • I i 6.1 �/6�/�®��1 l 1 1 I 1i i I -__ -� • ' 1 I i 1 I j o AL PLAN DATE �; i 1 I 1, L I r�rurrrr��. ® I , , -1-.._.-._ l •1 , i Irr�lr� �r� • 9/8/2011 I 1 I DRAWN: CHECKED • A I i j TRAVIS CRON MIKE GIGLIO r _ - .•I I II REVISIONS: • • . 1660 .0 fl. . _A , ! f IL----- 1 , . . . , I I I 1 I C . loop 7 I I i 1 . i �o pfl °, %.,..,„/, , • - 0 0�° 1 aTANDAFD PLO 1 Iv SCALE=-1 •. ./1 a , ,,,,-- .,_ • _ _____________ . _., -,../9 ,,,,--- I I ____.------'_--. I I TOTAL SHELVING 7,476 LF SALES AREA 114,908 SF -" %OF GROSS BUILDING 80 j BASE STORE 138,897 SF . . ..„,/1________"i MEZZANINE 5,016 SF , . • r. ___________ . . . . DOCK / UTILITY 0 SF — GROSS BUILDING . . ___------------ 7 . . • • i Q ---'� _/ EQUIPMENT LAYOUT . . 'K'' ''------„....,„_..,,,,,., , . • . STEEL PACKAGE D --- - __ -- ---'' Not Applicable } i i SHEET: 1 I , . . ,I t'i,i 10 12 I i! _... ___.___________ .......,.,. ,' **•*** . . . . P ' . ' • . ,• -a L v _ �7 I--- — i_' CAD FILE /, 1 FM375Rl.DWG 1 1 i 1 PLOTTED ON 1 Nov 28, 2011 - 9+37art BY: phi t■pp • • • 1 j:i w ` T C� j ' w Cow? a zxo t 4 U� S'W ' a c)LU D 1-0 W t Store ®.. FM375 DESIGN AMBIENT: 95 DB / 69 WB DATE Fl DATE Q o Q-I Y° c KMA: FRED MEYER VOLTAGE: 460 BY CRON 9/8/11 7/13/1'1 . OO 0 < wp-¢-'¢°w T PNET REFRIG DISTRIBUTED UNIT INFORMATION _ ow = 0 IT moQ CASE/COIL ITEM EVAP LOAD CHARGE CON- DEFROST TOTAL SUCT PERCENT W .. w Q vi wz�41 i N DEPT STAT 060-000 TEMP (MBH) (LB'S) TROL ,#/DAY TYPE REFRIG LOAD COMPRESSOR HP TEMP CAPACITY THR LOADED a o ° `Q - ! : RACK CKT L W H MODEL DESCRIPTION ( ) ) f z .§ a o 05 Q coo '-z� F- zQ zQo W A R22 EXISTING PARALLEL RACK I-- E3�= r,;:-,",.-; 1; s I L >< - N <c oo;¢�- w wo v».Q '�o� 1 43 15'-5" 7'-10"- MLT4-220-S 1/3 FREEZER GROG, NEW 53209 -20 13.9 2.8 EUTEMP Reclaim: Water (� o w w Q ,�, o ° 1 • MLT4-220-S 1/3 FREEZER GROC. NEW 53209 -20 13.9 2.8 EUTEMP Controller CPC RMCC Z z o a_Q U I UoEv5 Q�pQ ;2oOm MLT4-220-S 1/3 FREEZER GROG. NEW 53209 -20 13.9 2.8 EUTEMP Control Voltage: Unknown X o a w p z d o I m wU Yom Qocna , 2 1 QTY RLN(LT-E-LED)-4 4 DOOR G.D., LOW TEMP, NARROW GROG. NEW -11 4.4 3.6 1 EUTEMP Control Valve Voltage: Unknown < ,2 J w =2 t ! 5 gym. ~Q�Q W�Q 3 QTY RLN(LT E-LED)-5 5 DOOR G.D., LOW TEMP, NARROW GROC. NEW -11 16.4 13.8 1 EUTEMP Compressor Voltage: 460 �'w w >> z=o= 3 1 QTY RLN(LT-E-LED)-4 4 DOOR G.D., LOW TEMP, NARROW GROC. NEW -11 4.4 3.6 1 EUTEMP Modify existing parallel rack electric as required to accomplish remodel z =<z ° oZ' v''- c w - �w�W � mac` zZZZo 3 QTY RLN(LT-E-LED)-5 5 DOOR G.D., LOW TEMP, NARROW GROG. NEW -11 16.4 13.8 1 EUTEMP 81I-1 z '§ w� Quo,=. W omW oTo ww�� w�z, w o=� 4 1 QTY RLN(IC-E-LED)-5 5 DOOR G.D., ICE CREAM TEMP, NARROW NUTR. NEW -19 5.8 4.6 1 EL/TEMP Sub-Cooled Liquid Temperature: 50 w =a.o o e z d(-W- -o'Q c'-Q:z! o=Sw 2 QTY RLN IC-E-LED -3 3 DOOR G,D., ICE CREAM TEMP, NARROW NUTR. NEW -19 7.0 5.4 1 EUTEMP Existing Economized Screw Compressors Q o w. z° w z~ E ( 5 3 QTY RLN(LT E-LED)-2 2 DOOR G.D., LOW TEMP, NARROW GROG. NEW -11 6.5 5.4 1 EUTEMP 06TRD044 -23 72.6 133.6 6 4 QTY RLN(LT-E-LED)-5 5 DOOR G.D., LOW TEMP, NARROW GROG. NEW -11 21.8 18.4 1 EUTEMP 06TRE048 -23 80.5 146.5 co 1 QTY RLN LT-E-LED)-2 2 DOOR G.D., LOW TEMP, NARROW GROC. NEW -11 2.2 1.8 1 EUTEMP 06TRE054 -23 93.1 167.9 t ' ( 7 3 QTY RLN(IC-E-LED)-5 5 DOOR G.D., ICE CREAM TEMP, NARROW GROC. NEW -19 17.4 13.8 1 EUTEMP 06TRE054 -23 93.1 167.9 8 1 QTY RLN(IC-E-LED)-5 5 DOOR G.D., ICE CREAM TEMP, NARROW GROG. NEW -19 5.8 4.6 1 EUTEMP Additional Capacity,06TRD044 @ 70 HZ 12.0 22.3 . 2 QTY RLN(IC-E-LED)-2 2 DOOR G.D., ICE CREAM TEMP, NARROW GROG. NEW -19 4.6 3.6 1 EUTEMP v 9 1 QTY FWG(LT-E)-12(112) (1/2) - 12' WIDE ISLAND, LOW TEMP, WIG SEAF. NEW -20 3.6 1.9 1 EUTEMP 248.3 351.3 638.1 70.7%. 1 QTY FWEG(LT-E) WIDE ISLAND END, LOW TEMP, W/G SEAF. NEW -20 2.6 1.5 1 EUTEMP X / MEAT NEW -20 4.8 2.5 1 EUTEMP ti._ti 10 2 QTY FWG(LT E)-8(112) (1/2) - 8' WIDE ISLAND, LOW TEMP, W/G 1 QTY FWEG(LT-E) WIDE ISLAND'END, LOW TEMP, WIG MEAT NEW -20 2.6 1.5 1 EUTEMP 1 11 1 QTY F1522L-1 ICE FLAKER W/ FACTORY INSTALLED EPR AND LIQUID SOLENOID SEAF. NEW -8 7.2 1.8 0 NONE , 12 1 QTY RLN(LT-E-LED)-3 3 DOOR G.D., LOW TEMP, NARROW SEAF. NEW -11 3.3 2.7 1 EUTEMP ` 13 13'-7" 19 9 MLT4-220-S FREEZER BAK. NEW MR -22 20:3 2.8 EUTEMP z 14 7'-8" 16'-6" 10 EXIST COIL(S) FREEZER DELI. EX -15 13.6 2.1 EUTEMP O 15 1 QTY RLN(IC-E-LED)-4 4 DOOR G.D., ICE CREAM TEMP, NARROW BAK. NEW -19 4.7 3.6 1 EUTEMP o 16 2 QTY RLN LT-E-LED -3 3 DOOR G.D. LOW TEMP, NARROW GROC. NEW -11 6.5 5.4 1 EUTEMP 1 1 z D NEW Q ( ) 3 QTY RLN(LT-E-LED)-5 5 DOOR G.D., LOW TEMP, NARROW GROC. NEW -11 16.4 13.8 1 EUTEMP ' _, NEW 17 2 QTY FWG(MT-E)-8(1/2) (1/2) 8' WIDE ISLAND, MED TEMP, WIG MEAT NEW 19 3.3 2.5 EPR 1 EUTEMP ~cy 1 QTY FWE(MT-E) WIDE ISLAND END , MED TEMP MEAT NEW 19 1.4 1,5 1 EUTEM P O 0 1 QTY FWE(MT E)-12(112) (1/2) - 12 WIDE ISLAND, MED TEMP, W/G SEAF. NEW 19 2.5 1.9 1 EUTEMP 0 1 QTY FWE(MT-E) WIDE ISLAND END , MED TEMP SEAF. NEW 19 1.4 1.5 1 EUTEMP , { 0 NOTE: P.M. TO VERIFY SIZE OF REMOTE DEFROST PANELS. P. . TO PROVIDE INFORMATION ATION TO HUSSMANN FOR PROPER SIZING OF SUPPLEMENTAL DEFROST LOADS IF REQUIRED r m B R22 EXISTING PARALLEL RACK B1 2 QTY D5XLEP-12 12' FIVE DECK, LOW FRONT DAIRY NEW 26 30.8 . 10.2 3 OT/TIME Reclaim: None Lill B2 540 SQ FT LFA-230-S PREP MEAT NEW 53348 30 32.4 3.9 OT/TIME Controller CPC RMCC B3 1 QTY D5XLEP-12 12' FIVE DECK, LOW FRONT NUTR. NEW 26 15.4 5.1 3 OT/TIME Control Voltage: Unknown _ 1 QTY D5XLEP-8 8' FIVE DECK, LOW FRONT NUTR. NEW 26 10.3 3.7 3 OT/TIME Control Valve Voltage: Unknown B4 673 SQ FT LFA-150-S PREP PROD. NEW 53428 35 23.6 2.6 OT/TIME Compressor Voltage: 460 B5 4 QTY D5XLEP-12 12' FIVE DECK, LOW FRONT BEV. NEW 26 61.6 20.4 3 OT/TIME Modify existing parallel rack electric as required to accomplish remodel B6 34'-2" 18'-6" 10 EXIST COIL(S) COOLER PROD. EX 26 35.9 B7 2 QTY D5XLEP-12 12' FIVE DECK, LOW FRONT DELI. NEW 26 30.8 10.2 3 OT/TIME Sub-Cooled Liquid Temperature: 50 Existing Economized Screw Compressors - F 06TAD033 18 132.9 178.8 i Rem. ;, B9A 7'-8" 20 9 EXIST COIL(S) COOLER DELI. EX 26 12.5 06TAE039 18 161.1 216.6 Lij:,, ` , u_w B9B 2 QTY BRPW1 S-80 80 " DEEP SINGLE WIDE RETARDER/PROOFER BAK. NEW 25 12.0 0.0 0 NONE 06TAF044 18 183.6 245.6 li.z o a i , B10A 2 QTY C3NBRSS-5 (CAKE) 5' SELF SERVICE CAKE • BAK. NEW 20 4.5 1.5 4 OT/TIME 06TAF048 18 202.7 269.2 Q N, �z 1 QTY C3NBRFS-6 6 SELF SERVICE BAK. NEW 20 2.7 0.0 4 OT/TIME 06TAG054 . 18 233.5 308.1 v ,'� 2 8' BAR CHEES. NEW 20 1.5 . 0.4 4 OT/TIME Additional Capacity 06TAD033 @ 70 HZ 22.2 29.8 �� 6106 1 QTY SB-308R 8 OLIVE/CI-IEESE B la w '' 1 QTY PC-11 R-RP 11' SINGLE DECK CHEES: NEW 20 7.2 1.8 4 OT/TIME Additional Capacity 06TAE039 @ 70 HZ 26.9 36.1 . �,,> 1 QTY PC-90EW-RP 90 DEGREE EXTERIOR SINGLE DECK WEDGE CHEES. NEW 20 2.6 0.7 4 OT/TIME �, 1 QTY PC-6R-RP 6' SINGLE DECK CHEES. NEW 20 3.9 1.0 4 OT/TIME 887.7 962.7 1284.2 92.2% g 1 QTY SB-319R 1 9' OLIVE/CHEESE BAR CHEES. NEW 20 4.5 1.6 4 OT/TIME E B11 2 QTY PWE-8 8' ISLAND PROD. NEW 24 16.9 5.6 4 OT/TIME - , 1 1 QTY PWE-6 6' ISLAND PROD. NEW 24 6.4 2.3 4 OT/TIME 2 QTY PWEE ISLAND END PROD. NEW 24 4.7 2.2 4 OT/TIME B12 Abandon B13 2 QTY PWE-12 12' ISLAND PROD. NEW 24 25.4 8.6 4 OT/TIME 2 QTY PWEE ISLAND END PROD. NEW 24 4.7 2.2 4 OT/TIME B14 2 QTY FL5NX-LEP-12 12' MULTI DECK, LOW FRONT, NARROW FLOR. NEW 28 31.7 10.2 3 OT/TIME B15 Spare 0) ' Cl 1 QTY D5XLEP-12 12' FIVE DECK, LOW FRONT DAIRY NEW 26 15.4 5.1 3 OT/TIME 2 QTY D5XLEP-8 8' FIVE DECK, LOW FRONT DAIRY NEW 26 20.5 7.4 3 OT/TIME I , C2A 1 QTY ESGMS-12 .12' SERVICE MEAT NEW 22 3.2 2.0 1 OT/T1ME 1 QTY ESGSS-12 12' SERVICE SEAF. NEW 22 3.2 2.0 1 OT/TIME E C2B 1 QTY M5XEP-4 4' FIVE DECK SEAF. NEW 26 5.6 1.9 4 OT/TIME ! ''4r , --- C3 10'-6" 9 9 LCA6-90-S COOLER SEAF. • NEW 53334 20 8.4 0.6 OT/TIME C4 15 43 7'-10" LCE6-140-S 1/3 COOLER MEAT NEW MR 20 11.1 0.9 EUTEMP i LCE6-140-S 1/3 COOLER - MEAT NEW MR 20 11.1 0.9 EUTEMr m LCE6-140-S 1/3 COOLER MEAT NEW MR 20 11.1 0.9 EUTEMP C5A 3 QTY M5XGEP-12 12' FIVE DECK, W/G MEAT NEW 26 44.8 15.3 4 OT/TIME I 1 < fr 1 QTY M5XGEP-8 8' FIVE DECK, WIG MEAT NEW 26 10.0 3.7 4 OT/TIME 0. < ' i C5B 2 QTY M5XGEP-8 8' FIVE DECK, W/G MEAT NEW 26 19.9 7.4 4 OT/TIME , , ,, ,.} C6A 898 SQ FT 10 LCA6-260-S 1/3 COOLER W/ (11) DOORS DAIRY , NEW MR 26 19.4 1.8 OT/TIME ,, ,, LCA6-260-S 1/3 COOLER W/ (11) DOORS DAIRY NEW MR 26 19.4 1.8 OT/TIME , ' _, . CO 1--- 1 LCA6-260-S 1/3 COOLER W/ (11) DOORS DAIRY NEW MR 26 19.4 1.8 OT/TIME C6B 1 QTY D5XLEP-12 12' FIVE DECK, LOW FRONT DAIRY NEW 26 15.4 5.1 3 OT/TIME 1 QTY DSXLEP-8 8' FIVE DECK, LOW FRONT DAIRY NEW 26 10,3 3.7 3 OT/TIME C7 1 QTY D5XLEP-8 8' FIVE DECK, LOW FRONT BEV. NEW 26 10.3 3.7 3 OT/TIME H LO 1 QTY D5XLEP-12 12' FIVE DECK, LOW FRONT BEV. NEW 26 15.4 5.1 3 OT/TIME C8 3 QTY D5XLEP-12 12' FIVE DECK, LOW FRONT PROD. NEW 26 46.2 15.3 3 OT/TIME ( C9 1 QTY D5XLEP-4 4' FIVE DECK, LOW FRONT DAIRY NEW 26 5.1 1.9 3 OT/TIME 4 QTY D5XLEP-12 12' FIVE DECK, LOW FRONT BEV. NEW 26 61.6 20.4 3 OT/TIME Rem. I C11 1 QTY SD-8R-DRS 8' SERVICE/SELF SERVICE, SUPERDOME DELL NEW ' 20 7.2 1.5 4 OT/TIME 2 QTY SD-12R 12' SERVICE/SELF SERVICE, SUPERDOME DELI. NEW 20 21.6 3.9 4 OT/TIME C12 . 2 QTY RI4-12 12' MULTI-DECK ISLAND DELI. NEW 20 52.8 5.2 6 OT/TIME 1 4 OT/TIME CURRENT�,w DATE: C13 1 QTY PT-8R-RRS-56-SA 8' SELF SERVICE W/R.R. STOR. (SANDWICH) DELI. NEW 22 9.2 .3 9/8/2011 C14 2 QTY PF-8R-48-42 8' MULTI-DECK, 48" TALL DELI. NEW 22 5.9 2.0 4 OT/T1ME ORIGINAL PLAN DATE: -4 -4 -4 4' MULTI-DECK, 48" TALL DELI. NEW 22 3.0 1.0 4 OT/TIME 9/8/2011 • 1 QTY P F R 8 2 DRAWN: CHECKED: 1 QTY PT-8R-RRS-60-SU 8' SELF SERVICE SUSHI WITH REF. REAR STORAGE SUSHI NEW 20 9.2 1.3 4 OT/TIME TRAVIS CRON 1MR<E GIGLIO C15 1 QTY D5XLEP-8 8' FIVE DECK, LOW FRONT BEV. NEW 26 10.3 3.7 3 OT/TIME REVISIONS: EXISTING Evaporative Condenser RECOLD JC 180, 2646.0 mbh nominal capacity, 100 circuits System THR C. Temp Nom. THR Nom. Cap. Circuits RACK A 638.096 95 759.3 1111.3 42 STANDARD PLOTTED SCALE= RACK B/C 1284.167 95 1528.2 1534.7 58 BUILDING STATS: TOTAL SHELVING 7,476 LF PNET REFRIG CONDENSING UNIT INFORMATION SALES AREA 114,908 SF CASE/COIL ITEM EVAP LOAD CHARGE CON- DEFROST TOTAL COND UNIT COMP SUCT PERCENT RECLAIM OF GROSS BUILDING 80% F BASE STORE 138,897 SF SYS L H MODEL DESCRIPTION DEPT STAT 060-000 TEMP (MBH) (LB'S) TROL #/DAY TYPE REFRIG LOAD MODEL BODY HP TEMP CAPACITY LOADED CIRCUIT MEZZANINE 5,016 SF DOCK / UTILITY 0 SF NEW GROSS BUILDING RT1 4 QTY DSXLEP-4 4' FIVE DECK, LOW FRONT DAIRY NEW 26 21.7 7.6 3 OT/TIME R404a 21.7 HOCA030DPS ZS21 K4E-TF5 24 25.3 86.0% 143,914 SE Support Curbs - Quantity (2) - (060-00042491) REFRIGERATION Field locate on roof near dairy SCHEDULE STEEL PACKAGE D Not Applicable REFERENCE °1.. C _.X y ty -375 NOT APPROVED WIT-1: THIS PERMTT. SHEET' • _\ ', t ; 4i SI s { ,y CAD FILE'FM375R2.I.DWG , PLOTTED ON + Nov 28, 2011 - 91 45am BY phi t i pp RT-4 <9.,p 7 ,,1/41# 0 T:2.5x2.B5Rx.A1C2E0 cryWA:rpL.L) ,(). 7TS2_7401.5x...41257xlior.1C2E0(TyW/HpL.L) all re) N1 .0)TEDSE - 1 ,- ,.. ...,—,,,.....- :SIGNED PER 2003 IBC EXISTING BUILDING 1 I EXISTING BUILDiIioNGissimm _ 1 'X — - - - I 1 ' 177"1"1"4 61/ 6.7-"--- 42 PSF GROUND SNOW LOAD + SNOW DRII- 1 ____H____ I 30 PSF MIN. ROOF SNOW LOAD N . <s) - FOOTING DESIGN . - , -,..- x 90 MPH EXP "B" WIND 8 C _ —1E- BY OTHERS 0 - Ci , -+ SEISMIC Ss-,----34%g S1 =9%g Soil Class "D" USE GROUP "I" DESIGN CAT "C" W , , — , 0..1 2 PSF SPRINKLER LOAD ' RT- (..D z 5 PSF HANGING LOAD 1 ' RT___ 4_ a ' -=1 IN , - ,-- 2.) FOUNDATION DESIGN BY OTHERS. , i 1 , 1 1 , 1 , IN , . 11 • agi a 'i a a ," MI as at u 6 sio 11111 as 3.) ANCHORS TO BE SIMPSON SET EPDXY TYPICAL _ ' z(.3-1 INSTALLED PER ICB0 REPORT# ER-5279 , SPLICE ,-. , S3 , c.....÷i ,'.,-, E — •,, Ili'i',', / rf ,..,J, , (1) o RT- i , , . , 4.) ALL STEEL TO BE 50ksi UNLESS NOTED ' 10 t.0 - TS SECTIONS Fy=-50ksi S3 NOTE: W IN WELDING PER AWS USING E70xx ELECTRODES , IN _ k 0 0 o o 0 a 0 SLAB SLOPE TO BE VERIFIED ' , N N N N N N N N A, REQUIRED TORQUE ON RT—/C CONN BOLTS = 90ft/lbs 1 BY CONTRACTOR AND ERM e, ..',. a a a a a a • a , 41 Ek ,.. r: (.31 -a) co co co CO CO CO CO - - — . co M 0-1 - -RT- — RT- • •:,2-:, • C - - il _ 0 II I_ 1- IN Al , "(NI 41 MEMBERS: III J -cl-ai 111 1 k Imi, to — II ri (3...] RT— ROOF TRUSS SEE DETAIL SHEET — S4 ( ) , - ,..,,, ,....,, - BR— BRACE TS2.5x 2.5x . 120 WALL RT-c.....a; RT- , P— PURLIN TS3x 3x .188 WALL , , IN C— COLUMN TS6x 6x . 188 WALL _0 _ RP— ROOF PANEL . 'c,,-" N I . , , 4t I , 1 _ C. LP— LIGFIT PANEL ,ct fl ir_t , ,c0 (2 co ct c) m vm c:y co 2 x, r c. a RT- , Cli 0 -0 , , ' , ' C) , N ' ' 6) ' , N „ o , RT- - , ' ' 1 _ , "Ps . 'A t. \ , - I ':., _ ce- \ ,v - v, I' 7 e. e- 7 ,,, .q) - , .• (3-1 RT- ' RT- ., (3J ° 4.1.4 , S.." 'CV 4 P . co c 3 CiC___„)\..77. i ' '' MI ' 1:.'' 0 0 - 14, I i% i .....) 0 2 ..., , - , 36' 36' , 1 1 ' I I I 72' 4 e, I 36' I 0 36' i - 72' I . . C's------' , 1, a ( 1 , _T 11-......- ..---..-,- ,-■..._ui.i.,_ :-........ ...-_,--.1. 1-411 7 / 1.111 I I 11, Ili • 1111 II 1 1" IIII COLUMN 8c LOWER CHORD BRACE PLAN ---1 SCALE 3/32"=1'-0" 1 l , , '0 FOUNDATION PLAN SCALE: 3/32"=1'-0" . .- •, I i TS6x6x.188 WALL TS3x3x.120 WALL EXISTING BUILDING • _ COLUMN (TYP.) • PURLINS (TYP.) 111111111101tAMIIIIi - Cd/ ( g I I 1 1 r ui , mg. mills ,,,,,.. (3_, - , i \-,, 1 ,,.- ItIN, C.-- 3...... 3- 3...... 3- •,... 3.--. 1." 3- C- 3- 3.- - 3- V... i ,... 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 (1- it . 0- CI a... a. Q_ 0_ I C1.- a- 0_ Ct_ A 0_ CL a_ i ,,, 11111 ., ,- C, 1 pp, Alt .. . .. . - - - , 1 t)( • • O.. "T‘4-1.-- - , 4 ' ., ()/ 1.. . , , 7, pippr: .. .. ..c:11 1 MI I \6\ 11 er C\I C\I C\1 C\I C\1 C\I N N N N INI I I I I I I I I I I CL 0_ CL 0_ 0_ Q_ Q_ CL 0.411 0_ • ataik A 1 lig I I , ,k Mgr H ,- _ _ _ _ B ;\,<`c",;.411":11.:N.IIN li, — — ,:. — - .1., , 1- I- ,I, 1 I „., , i, TYPIC-L IV SPLH E , c\I , 'h6 , 0" /. 11111116,& , ,-Ammourtwriammorir- R 1 • RT-1 --..,' (.. "1 -0) _ _ _ _ 4 - CL - - - • N...., iptirr lit /". Cf < 1 .. ,r, < < < < < < < '7,ZL < < < < < < < tor 7 1 1 i - - - IR , cl. ..,-/ , , , , „ „ , I , , a_ CL CL 0_ a 0_ CI_ CL 0._ 0_ 0. S a_ a.. a_ -..i.:, IIII I 1.,4:111,1 I . RT-1 i k . . 1 RT-13 i '. (.1. II 1 I I ' . I , _....) cy I 11.-N 75e, \.,NGUTTER SYSTEM \-wGUTTER SYSTEM GUTTER SYSTEM / DOWN SPOUTS / DOWN SPOUTS w/ DOWN SPOUT • • Ilk (TYP.) (TYP.) (TYP.) 73' , 11111116& I , C\ I II r 76-A,1 1 1 1 I Fry .RT—1 . m. 1 . RT-1'— - f%... 411...., 1 ! Acl .....pe AI CO \ 1 :\ M ere CO co CO m CO CO CO CO CO CO OD CO CO CO CO a' CO CO co l'i 4 ROOF PANEL LAYOUT - b 1 ZIFF 1 , 7 1 7 1 -I 1 1 1 1 1 1 1 1 1 1 I 1 r - SCALE 3/32"=1)-0" 0_ 0_ 0_ 0_ 0_ 1 0_ Q. CL 0_ CL Il a- Cl- CL., Ilk, 1 1 Ir 0 j ,....,...P N--) RT-1 0\7) Am.., -T- /c.o. ...... 01)....................,15i. ;.D7 REV. DATE DESCRIPTION DRAWN: APP: 1 7,l'fit:a' EQUIPMENT ROUNDUP DISTRIBUTED BY: C.; .. .. EQUIPMENT ROUNDUP -.‘„ p , t , , i , 1 , .14/N■ * AND MANUFACTURING 36' VANCOUVER, WASHINGTON / d'S*3 \\*- /s'c' A , I. 36 72' ow . ., http://www.equipment-roundup.corn 1109 NE 146th • VANCOUVER,WA.98685 42046 N.CROOKED STICK RD•ANTHEM,AZ 85086 C:: .? ' ‘ V‘ A PHONE(360)576-1171 • Fax (360)576-1201 DESIGNED BY: PHONE(623)5514605.Fax (623)551-8370 CUSTOMER: C`I" 1111, H NV . [ 1 DRAWN BY: S. BEATTIE 8-18-11 Frard Miyor #375 (TIGARD) J.NIELSEN 8-18-11 . (i) ROOF FRAMI 1G - AN . CHECKED BY: Ti 1 liG5A65R SD 70PRA C97/F2/2C3/4 W I f \''°'''i: m M,\42, SCALE: 3/32"=1-r-0" APPROVED BY: TITLE: COVERED PLANT STRUCTURE ...../(..7 \,) , ___ . _SCALE: 3/32",l,-0" SIZE D SHEET Q OF JOB No.: DRAWING No.: N lk FILE NAME: 1 1 1 50-0 1.dwg FMTI GAR S 1 • 13 -�- S3 1 11111111111111110 .— ROOF PURLINS 111111174111Vi �(8) PER BAY �6'� X12 SCREW ® 12"oc '� � � ' PANEL: 8mm .VEROLITE POLYCARBONATE �� .6,, #12 TEK C0 EA PURLIN ALUM. EXTRUSION imi - �,.r INWALL SHES ,r{%�S3, �� 6 OVERSIZE WASHER ( ;r—.111,PAillik -_, � � PANEL PANEL PANEL 14_ •-- gin. n. nl n. - i • �'J �. �..�BRACIN :RACING . - , \N\ \ N \ N N SPACER \ N . , �csN PURLIN #12. TEK 0 EA PURLIN PURLIN I r ---1 „..._ © MID-SPAN OF 4' PANEL © 4' EDGES • ROOF PA\ L ATTACHJE\T . 4,...,, ....,-,...„ :-,:, .,...:.........„....•-•,. ,.... ..4: •.......::,.:„.:.,.• ..... :....: ......„ ,. .,.,•••••-• :.,...: ...4' :•.::,•.*!. -,,•7..' 4 '• 14.••••••:•.Y:.'...7..:...., 1. 7.-:'...a:..'...'.•:*.''..!;',"i:,'••.•••;.;.•:'•':•;:.•'.4..,..4:.•:,.•:‘•*•.'':••••••• •..-%7.....1 .• ',i. ..• ••• ...., .... .1:,... :.4. ,,.:,.. .•••••••.:1;:•‘....•:.•• :.•'•••••:‘•./•-t•••••f••-•,A•,..,,.,• •!:•`.• 1,...-••••••.....A.•::•••'•4•1. •.:,,••••••••,:• ..•'...*.•• . s, ,A.,,I•s. ,:...."i:,....••'• , ,■•••.1'.,,.4••'•.4.','.. .•• ,.-:•..:......s.,....•.— ,..'!. ..'::ri:..', .:••7 • •:•.:%•:.:'! •.;•;•••..:,i. .••:, '. ...4... ..: I,.•'..4 I'..;,.:•.1.--I...4.-,..„....:.., . ..•,•::••,.....,.. .. ,..,... „..i.:.-,... ,:,......,.....,:,.....:......:.:;,.::.: „....„.,• ........i.-,.......:. ..:.,..:.:.:„.A.:,......,....::,:..., 1..,::::.:-t...:::.:..:.•-,:,:.::: ..,:,,.,i.•:....,:•: ' A FRONT ELEVATION • S2 SCALE 1/4"=1'-0" 10'-7� 10'—72- f 2 2 I CONN SIM. Alik O . 4 r 4 VJI�2g- "'1/8/ X 4.2.6. 1 o CO • 1"S'2,1? :6:1 .#.1qP • j • `t TS2.5x2r5xr120 NOTE: NOTE: ( 5 "\ HIP FRAME OFFSET BASEPLATE ON BLOCKOUT FOR COLUMN - S2 SCALE: 3/8"=1'-o" COLUMNS NEXT TO WALL CONCRETE INFILL AFTER COLUMN ERECTED r NOTE: ALL BASEPLATES TO BE � SAME ELEVATION GROUT POLYCARBONITE - - ALUMINUM i"x „ AS REQUIRED 14 x 14 BASEPLATE • EXTRUSION AS /(4) i."0 ANCHORS © ;1.RV 11 ” EA WAY co • • 4 ' 4 �1 q 4 4•C • • 4 q 4 d 4 4 • 4 4 d •'4 a . d - • ,► V. 4 4 a . . a 4 a ° 4 • d d a. d r 4 1.. — ° 4 • I 4 3"o SIMPSON SET EPDXY J ` , a • • a 4 4 4a • • .• 4• ' ANCHORS 6—i." MIN. EMBEDMENT •a . . .. PER ICBO ' REPORT #ER-5279 4 . • 4 a a 4 4 • 4 d • , v . a . • • r a .4v 4 a • FOOTING DESIGN BY OTHERS a.• _.. . . ••_ • .. .• .. . r.. ... '.. • .:�: .•� R e•w. '...: . • .;�:••`. •A R r• ►w. '•• � . • �• C FOOTING DETAIL• � �- - • . • . ::'•� :.p . .. _ •' :. r�. 9�� SCALE: 1"=11-0" \S 1 r B SIDE ELEVATION S2 SCALE: 1/4"=1'-0" REV. DATE DESCRIPTION DRAWN: APP: iP DISTRIBUTED BY kr' 11°' ;t EQUIPMENT ROUNDUP 4\.. \ ■ ° VANCOUVER, WASHINGTON http://www.equipment-roundup.com 1109 NE 146th • VANCOUVER,WA.98685 42046 N.CROOKED STICK RD.•ANTHEM AZ 85086 PHONE(360)576-1171 • Fax (360)576-1201 PHONE(623)551.0605•Fax (623)551-8370 C24 . DESIGNED BY S. BEATTIE $-18-1 1 CUSTOMER: Rue , zypt, #375 (TIGA DRAWN BY J.NIELSEN 8-18-1 1 �- 11565 SW PACIFIC HWY 1;•Th /C:2°./ ( , CHECKED BY: TIGARD, OR 97223. APPROVED BY TITLE: COVERED PLANT STRUCTURE f - SCALE VARIES SIZE D SHEET OZ OF JOB No.: DRAWING No, FILE NAME: 11 150--O1.dwg F M T J GA R S 2 • , L2x2x1"x 2"LG • i"x14"x14" BASEPLATE WELDED TO EA. SIDE 8”x 1 4”x14" BASEPLATE )1 , ■ 0 GRD 5 w/(4) i''0 ANCHORS I OF P— w/(2) #12 TEKS rw/(4) i"0 ANCHORS THRU BOLT •"0 GRD 5 pli TO RT— SLIP TS2.5x2.5 INSIDE 41) / -Nli "",-- 4" Vc111:0111Es .,I I EKE rji "0 PLUG WELD (4) SIDES ,: -----.1 2 A THRU BOLT III IIII SLIP TS2x 2 INSIDE 1111 ;1117.—ii-7.11.. II I "0 PLUG WELD (4) SIDES tuiz, --::::1 _ _ (2) #12 TEKS EA. SIDE OF iiiiii_.q1,41111litANisli — NI BR RI Ifilll!!:v.,......1.,.... : (2) #12 TEKS EA. SIDE OF I . , OTHER PURLIN ----- -----i.,-Akt-,,eirl '''''.". %"-- ••• N--1 RT- RT- 11 -I- ... i RT- ,-- OTHER PURLIN . ' 7.....__i . I I (I) "' 1 Fedi' BR- -1- '' P- eil 0 RI- nolultionlillim BR_ 7.-3-1 ,11.1 1 /8 /2" ill "1 . [ i 1 1 " 11 " VMS 1 '-2" _1111L_ - [ l '-2" =IMO - • , . • , . TYP. COLUMN DETAIL @ ROOF 00 TYP. PURLIN CONN. Si TYP. PURLIN SPLICE CONN. 4 TYP. INTERMEDIATE COL. CONN. ,53 TYP. BR— / RT— CONN. E63 TYP. BRACE SPLICE 4110 TYP. BRACE CONN. SCALE 1"=1 1-0" CALE: 1"=1'--0" SCALE 1"=1 -0" SCALE 1"=1 -0" SCALE: 1"=1'-o" SCALE 1"=1 -0" SCALE: 1"=1 -0" S 1 Si S 1 S2 S1 . , , „.1._ .,T. ii,,x 6-x 18" END PL SCREW RIDGE CAP • i"x14"x14" BASEPLATE w/(4) Pi."0 GRD 5 1111111 Ig.....g°°. TO PURLINS USING w/(4) i"0 ANCHORS 8"x14"x14" BASEPLATE fil 1/4 Pr rx 1 42'x 1 4" BASEPLATE BOLTS 3.5"ga 5"oc w/(4) i".0 ANCHORS w/(4) i"0 ANCHORS + -0- #12 TEKS 1111141 * *1 r'' .. 11010011P! @ ALL , I 4 4 GUTTER SYSTEM ! 1 .1 tol .1,,..-,--,-v-,--r.ni. , , t) cl I trimir Allure 1 III Ill: ,,,i III ::c\I 21 .140,--71i,..,...._.1-..- _ -C\I'' w/DOWN SPOUT I - -4-"- 101111111i Hr.4(..-.' -ITT-- !II@ Q ill111■41111111titi 2T-- I re) 111111111140;fr 0 WEB C 108NN. .„,,, ...., , ........, . ii .111,11111! A al. : -,\, / / 0114 1111111%0W1 trithi- „ ■ L _II 4 1 N"."-- 1 10110111.TYP. -© ALL v !.:_!. ......,.! ,- ... . i: c- . 4 N"--- - . C"-- ..___ ... .... ,,,,,,„ `----.IN ON 1 I , il , 1 I!Arik 2 ON, I li , 101-1 4 p4p, c WEB Cvw_ONN. > ii.1::. ,-- IILTAIO > i 1.9 l't 1 ”---1 I 1 1 '' 6:0 ~ 1.,;.4 6:0 ii.i4 ,; ,- m I A, , ilk 1 '-2'' 1 2” t 11 " 11 " 1 BC- ; ,i, BC- 6 NOTE: 3/16 Pr 1 '-2 -1 [ 1 '-2 1 -14 g OFFSET BASEPLATE ON 'IP . 1 /8 7- N 3/1 6 : COLUMNS NEXT TO 4: 3/16H I EXIST. WALL 3/16 ir ' I' BC- C- 3/16> • 1 13 • TYP. RIDGE CAP DETAIL 8 TYP. COLUMN DETAIL @ BC— , TYP. INTERMEDIATE COL. CONN. 10 TYP. BASE PLATE CONN. . 12 TYP. INTER. TRUSS/COL. CONN. I i S 1 SCALE: 1"=1'-0" S 1 SCALE 1"=1 1-0" S 1 SCALE 1"=1 1-0" S2 SCALE. 1 =1 -0 S 1 . , ii 11 TYP. TRUSS/COL. CONN. S1 S2 SCALE 1"=1'-0" 4"0 WASHER/NUT / . , TRUSS , . , 40 BRACE 14 ' • 0 , (4) ro ---■ - , co 0 WASHER/NUT 4,9 . ".95 GRD 5 THRU BOLT I e - it 0 II ,4 'I41 I NOTE: , to, .---- , ., ' GUTTER ROOF ac PURLIN , 14444044 TRUSS A I d SYSTEM NOT SHOWN --- - FOR CLARITY TOP CHORD 1 , 4'4 0 ,,,,,,,,./. , . TRUSS II PURLI ' 1 5 TYP. BRACE ATTACHMENT DETAIL 0 S2 o 111111111"' .- 04. . I\ TRUSS 1 COLUMN-\\ NOTE: .- 44111111111 ,....2i;x2T"Exi,"sw/(2) NE Noy sCHA0PwN :RACE/PURLIN FOR CLARITY I 44144‘0 (EA. SIDE) (4-01.). GRD 5 BOLTS l/0-- 'C 1C 4 DOWN SPOUT/ •" oo i,COL. AS NEEDED d , ( . 2 TYP. PURLIN ATTACHMENT DETAIL (2) #12 TEKS S2 SCALE 1 1/2"=1 -0" EA. SIDE • 6 TYP. SPLICE ATTACHMENT DETAIL Si SCALE 1 1/2"=1 1-0" \■,■Ir --"--- REV. DATE DESCRIPTION DRAWN: APP: ZS.,.3 EQUIPMENT ROUNDUP DISTRIBUTED BY 1 / \_ P i ' „,„,3 / .0 AND MANUFACTURING EQUIPMENT ROUNDUP VANCOUVER, WASHINGTON http://www.equipment-roundup.com 11 11 TYP. GUTTER ATTACHMEN ' 1109 NE 146th • VANCOUVER,WA.98685 42046N CROOKED STICK RD.•ANTHEM,AZ 85086 PHONE(360)576-1171 • Fax (360)5764201 PHONE(623)551-0605•Fax(623)551-8370 mak ED1 TYP. TRUSS ATTACHMENT DETAIL DESIGNED BY: CUSTOMER: ar C*4 Ili H VP S2 SCALE: 1 1/2"=1'-o" S1 S2 SCALE 1 1/2"=1 I-0" DRAWN Y: S. BEATTIE 8-18-11 rivid mffyir #375 (TIGARD) B J.NIELSEN 8-18-11 11565 SW PACIFIC HWY CHECKED BY: TIGARD, OR 97223 1?„--) M IQ/ APPROVED BY: TITLE: COVERED PLANT STRUCTURE k....."0.- \ "\J SCALE: 1"=1'—0" SIZE D SHEET 03 or JOB No.: DRAWING No.: Nl'\ ' FILE NAME: 1 1 150-01.dwg FlvTIGAR S3 MATERIALS TC- TOP CHORD TS3x3x.120 WALL BC- BOTTOM CHORD TS3x3x.120 WALL • 11\'' r VW— VERTICAL WEB TS1 .5x1 .5x.120 WALL 5 x' '116 DW- 1 ,2 DIAGONAL WEB TS2x2x. 120 WALL 1'' �' �0S • , -� DW-3,4,5,6,7,8 DIAGONAL WEB TS2x2x. 120 WALL S '$t 1 2 / ___ 0 .. �� O*/ iz, --__________ 1 'I C) TYP ��\ I 1 '7 BC— nr1/8r O , 1 2'-21" 8 6'.-71 3 ,, 6 11 '_07 ,> 16 111„ 35, ',-5 1 TRUSS FABRICATION DETAIL — SCALE. 1/2"=1'-0" 1 ■ • \\,.......0 REV. DATE DESCRIPTION DRAWN: APP: w 1p3f DISTRIBUTED BY i*S\ 1\- P i //, ,,,,i), EQUIPMENT. ROUNDUP '�°r'r''n`� C, VANCOUVER, WASHINGTON http://www.equipment-roundup.com C1,- 1109 NE 146th • VANCOUVER,WA.98685 42046 N.CROOKED STICK RD.•ANTHEM,AZ 85086 PHONE(360)576-1171 • Fax (360)5761201 PHONE(623)551-0605•Fax (623)551-8370 � i==='°"': t DESIGNED BY S. BEATTIE 8-18-11 CUSTOMER: DRAWN BY: #375 (TIGARD) J.NIELSEN 8-1$-1 1 11565 SW PACIFIC HWY , CHECKED BY: TIGARD, OR 97223 1:: M 4:'''Y APPROVED BY TITLE: 00- COVERED PLANT STRUCTURE N l ` SCALE: 1/2 SIZE ® SHEET 04 OF JOB No DRAWING No.: FILE NAME: FV1TIGAR S4 1 1150--01.dwg • . . . . . . . . . , . . . . . • • . . . ' . . . . . . . . . , • . , . . . . , . . . . . . : . . : • . . . • . . . . . . „ . . , , , . . , . . . . . . - . . . , , . . . , , . . . . . . . : . . . . • . . .. . • . : . . . • . , • .-{....2UN,............VM........ .................... —m..”.............m......m.......rnm -----....-....................■.......=.... ..,-...-....t=,...........=1. 7,4,,.........117.11.—..m.m.... .....,..w........m,m..”....... .....--....”=“....4..... . ",n . ...7,—... ..,........... . . . . . , r. ,---- : , • . . , . 7---r":"--------<\ : . i , • , . , --IN -0 : . 1 1 ..4- • ' I . : , , • ,,,, i . . i • . , • u p :-0;v:04-:•:4,:: : • :• . ., . , . i : ! i • : : : . : , i ! • ro 1'0 , , .•• : : , . „ : • . 1 . : • - • - ' • ;\ . . ,..:: • . . . . . . • , f 3 tl 1 ' 0 1 '-1 1 "----'' 17 —44 . • . . . • . . . • . . , 3" . . 20 —34 - . . • . , . . . , , . . . . ft ....t •-•ft • . . • • 1 . F B83"X 241 XU —6 . , • \NA 1 ) 21 "0 'Simpson. Strong Bolt . . . . . ' . 11 '-0" . • • . . • w/321 " MIN EMBEDMENT . . . . . . . „---, „ 14— SCHED 4 „, e • , f f : • . . . , . , . . . „.-.-:.,"' . ,-'-,1 L._ ),,i • , , .. ,,---:;-•'' . „''::"-.-- 1 i / . • • ,,,'„-' ,--',,.--- „' I . 2 ,.. - . , 2 • . ' • GUARDRAI L © . ,-_,,-- _-_-:,.•-- „-:,-- 11 0 • --;:- ;:- „.:--,•--- II I , • . 42" ABOVE TREAD NOSING ---,:-- ,----,:--- ,--,,-:-- „ I ro • . , . • HANDRAIL @34". ABOVE TREAD • .--::-'H . , EXTEND 23" BEYOND BTM RISER ...„„ : „-.„...- „,,,, ,- _72' I I • . . . • EXTEND 12" BEYOND TOP RISER , ,---::--- .---.-11 .---;--- , -,--,---- , . „---,...--- „---,--- 11,..--,---• I . ,,---7 i ! . ' • . --- - • , ,-1 : ----:,-- ----,=--' ,---;---- li .---;---- r=414,-`'" , . • , . . ..,---- , ,---:---- ---,"---- • .--:---- i 1 ,---;---- \1 /4"x3" ENDPL •' . • . . • . TYP. 3/16 ry 1 1=-. N.._ .,(1.--',:' . . AT CENTER ...--,..- ----, ..,---- • ,.,-, • . • --; -- ,,--:---- .„--j (''e C8x11 .5 • . . , „ „ „ „„ : ---,---` • . OF OVERLAP 1/8,.•2 ,--:---- ,,,::,--- --:::-- ii -- ,,.. „....-- - F= . • ,„--,..--. „.... STRINGER' . . .: „-, 11 „--:------ ---- ..„,--- • „ . , - ---.."----' .--',::- - --;-----” 11.--,..-- ,„-- .„,-- • , . . . . i ,,,,,,, C8x11-.5 STRINGERS . • , -7" . „•-•,-,,-- 11 ,,,,-;,--- ,,,,,-„-- 1 11 "x36" TREADS • ,--„,- . ..---,--- .11- --- ,--..---- ,...-_,:--- • .„--- ..---,----' ,,--:-: 1 --:::--- „--:,---' 7- 6.90 CLOSED RISERS 10 -------- ---'.---- Il---,::-- ,- .- - . . . „ , ,---,-------. ,----,----' ,---,.; 1 , ..., ,-- f:Z=== ,--':7 ..,:=17 -... _ • • 3/161. , . . , ,,,-- 3/8" CLOSURE ,, 1 1.1 ‘,„ .,,,.. ,,e „, ,,,,,, „,,',, ,••,,' ,,,'",,, ; . e ,e i "'',"' /,' ,, e. ,''' .12GA FORMED PAN . . . • • . . „, ,„ . , --,.. - ---, ,..- - --- OR CONC. POUR— PLATE ..,-,==-1 I 1„„ 1, ___„, , . , CONC. BY CONTRACTOR ,, _, _” FB "x2-41 xU —6 „ . , , „ , ..„- -- - r-;:--------- -1 ::-" -----` --- --- ! : :1 „ . . . ...-- '-=:=1 - ..„ 12GA RISER . . w/(1 ) -0 Simpson Strong Bolt ' !••••••••••••------ ' --- ,--„- ,------ ,_. „ ,\ . . , .--....-- . . . w/321 MIN EMBEDMENT 'co 2 b ,e , „ „ f i .„..,..,••• e , . . ..„,„,,fr EITHER SIDE . • , ,- : ,-- I, • „., ro I . ., 4= ' ...--- 1/8V2 r 2 OF RADIUS ,: : „, , • NI ."7 . , . . . . , . • : . . , • . , , . . . . , .2 ....„, . . . , • ANCHOR STAIR STRINGERS • . . TO (E) CONC. SLAB , . . , • . , . . . , . . .. • 0 STAIR DETAILS , A • . , . . . ' Scale: 1/2"=l'-0" . , • . , . . . . , . . • . , . • . . . . . : ' . . ! . . . . , . , . • , . I . . • , . , • . , . . , . . • , . • . • I, : , I ..., ° ' REV. DATE • DESCRIPTION DRAWN: APP: 13% EQUIPMENT ROUNDUP DISTRIBUTED BY: , • . • . EQUIPMENT ROUNDUP P / .. AND MANUFACTING s.,,,. -\,. - I / , c,<). , , VANCOUVER, WASHINGTON : . , http://wvvw.equipment-roundup.com . . . . Cer?' ' • . 1109 NE 146th • VANCOUVER,WA.98685 42046 N.CROOKED STICK RD.•ANTHEM,AZ 85086 PHONE(360)576-1171 • Fax(360)576-1201 PHONE(623)551-0605•Fax (623)551-8370 DESIGNED BY: CUSTOMER: 11" : —1H ' • , DRAWN BY: S. BEATTIE #375 (TIGARD)- • i -■.. - . J.NIELSEN 88:11 88:11 11 - FivEdMffy, /1565 SW PACIFIC HWY , . CHECKED BY: TIGARD, OR 97223 1 ,--1 • . ; 4.\.- , • . APPROVED BY: TITLE: ° n... STAIR FRAMING L..1 . : • SCALE: 1/2"=i'L.0" SIZE D SHEET n 1 v 1 OF JOB No.: DRAWING No.: UN I‘) ' FILE NAME: 1 1 1 50-02.dwg FN/TI GAR ST1 , . . . •i ( BILL OF MATERIALS QTY. ITEM STAMP SIZE / MEMBER LENGTH REMARKS FT. I IN. . , 2 "x 6" HOLE AND COVER s16.4! FOR REMOTE HORN (0.F.0.I) CONCEALED MAGNETIC r4: _ MOUNTED IN T.S. HEADER. 6'-73', . 4 . DOOR SWITCH FOR EA. ir WI 1 ' GATE. ARMORED CABLE TS6"x3"xj4" / , Mt -/- -- i RUN INSIDE T.S. TO FRAME A, Immii / 2 ,,INIIIMINIMII 1'0 UNDERGROUND CONDUIT. (0.F.0.1) 14: A JMA, bk. Pe' „,„-,, ,,„.44.1r4.4 1 , , ii , „„,„=„7001pprimpril 1 ..AaI I I I I I - L3''x2''x-36,/ gliPlir 1 1 4 Al - / 4 k s ##,A,A 1 :-- , , 1111” DOOR FRAME 4 CL HINGE 0,0 - '1-',ill',.,.i:.:',.,,'',, ' \& ■• Ll, K , ■ t fj. , . 44Vw1PI $,' 4 vi pv,•■•-■# 1 #* A I 7 :-. 1 * W w41 ■ WIRE MESH lir4r ------ .t N 1 ,, .. FLAT BAR (NI 8 ova144 _A 4 f) /3 TS1 xl DIA. BRACE . . 100400, '). Alttidp 4,i AtAliE1■4416.. . _. A.. Aill...4 I 16■... A. All■Ali... A■ , „„„,,, ,„ VON DUPRIN 1 Emergency Exit—Alarm will Sound me r1 Emergency Exit—Alarm will Sound i li i; ' . .. , r-- ii :... : ENCLOSURE CL HINGE , , I i ? t -■iisvr4ppr Nir Nrivrippr lir li '! ivrwrippqr -4Prilori i IP$ A, VON DUPRIN EXIT DEVICE O.A.S. SIDE 3: At 1 i.,• 140 #A#A**004 ! t4 0■4±.41 1 0*. ..■11 , :-. ONLY W/ TOP ROD ONLY. SIGNAGE % --- 1111&.. AM. I ' .46.. AIWAIWA. At AW411 i , i TO READ "EMERGENCY EXIT ONLY AL/a■RM , •C"--- ' 1 4 01*SI r#444INF :1 1 WI I I ''.11 glir,' -4 r2 41.4 . CO WILL SOUND". INSTALL SIGN ON T.S. i -c\I A& 1 .. IprO :, .011#lit..#4 0 i HARDWARE SUPPORT ABOVE EXIT DEVICE. t?A&S** &A # v) 10? \‘‘ 4■40 1 40. 4 4 i : .A 1 ,# i,, 1; ----- VA.44 i■# .7_,4 , 41•4 ■4 .., , CL HINGE 11•411r41/..■■•, 41■■ I AllboAlk. .. /Ltd r A. A. ... A. _..1 ; I a. • r,.. A bi b..' . , . • 44 ..1 4 • ti ' • • 4 4 • ° • ' .. 4 . . • • ° .i 4 . • 4. '.1 ,4: . 4 • 4 A 4' • • • ■A • , 4 . 4 •4 .4• • 41 • 4 ..; ...4. .4 .. •4 •• 4 • . a ,4 . 4 . • • 4 •• . 4. .• 4 A4. . , • ' • 4 • • 4 4 44 .•4'a. • ;34 ' ...: . • • - - • .. • ' 4. • i. • .• • a r • ... . . • • i • . 4 .. • • • .1. 4 4, 4 4 • • • • 4 • . 4. •• •• • 4 7..• • . • • 4• 4 4 ' 4 • ..4 . 4 . . 4 •. • .- . .1. 4 . $ CO 4. . . .. - 4 . • , I . 4 4 .• . . • ,,.. '• . .. :4. 4 • 4 • 14 4 4 . • • • . 4 • N) • 4 ' dt .4 4 4 . • . • 4 • 41, 4 • A . 4 . . . . . . • 4 • a . 4 ,. 4'.4 . ... .. ' . .4 4 4 ° 1 .1 —. .44 . , .4. 4 . • • . . 4 '-9" .,. . ': -. . .. A- 4 s • # . • 4 .4 4 . . . cr . . . ' 4 • A A • 4 •• . . 4.• ' • — 4. 4.4 4 4 -.• • 4 • • 4 . . 4• • • 4 • .. . •'. ' 7' . • . . . •• • , 44•• .4 . • . • A 4 UNDERGROUND CONDUIT TO OUTLET ' 4 . . - • . . 4 • • A•• . • • • ot . • A A4 ■ • • . • A .....—.0. ••-- , 4 4 4 $ 5 55 ,.___. 5 f/ 8 - - GATE WIDTH GATE WIDTH 8 GATE DETAILS S SCALE: 1 ONTY: 2 , . , C4 DRAWN BY: - . REV. DATE DESCRIPTION APP: ‘PAftt's. BEQUIPMENT E A11-1 1R-10 1UNDIFLI:d , , ,,,,,,, ,NyDISTR rIBUTED BY /e\ -C\- I:10) ! / \H • IN;:,,,4 , DRAWN: ‘. '1 AND MANUFACTURING http://www.equipment-roundup.com EQUIPMENT ROUNDUP VANCOUVER, WASHINGTON ".? 'c V 1109 NE 146th • VANCOUVER,WA.98685 42134 N.ANTHEM SPRINGS•ANTHEM,AZ 85027 PHONE(360)576-1171 • Fax (360)576-1201 PHONE(623)551-4240• Fax (623)551-8004 DESIGNED BY: • CUSTOMER: mia . J.NIELSEN • 11-11-11 i/565 SW PACIFIC HWY #375(TIGARD) , CHECKED BY: TIGARD, OR 97223 1°).--- M /Q,/ "S3 . APPROVED BY: SCALE: 1"=1'-0" SIZE D SHEET ni TITLE: OF DOUBLE OAS GATE JOB No.: DRAWING No.: LI(IN Ilk FILE NAME: 1 1150-03.dwg FlvTI GAR G 1 . _ • BILL OF MATERIALS LENGTH QTY. ITEM STAMP SIZE / MEMBER Fl, J IN. REMARKS • t 24"x 6" 'HOLE AND COVER 2 • I-OR REMOTE HORN (O.F.O.I) CONCEALED MAGNETIC 31" „ MOUNTED IN T.S. HEADER. DOOR SWITCH FOR EA. 8 _ 438 J 1 ATE. ARMORED CABLE S4D S4C RUN INSIDE T.S. TO 2"x 2" WIRE M -�..�- '�l UNDERGROUND CONDUIT. (0.F.O.I) _ ir 2 2 W E ES 1 1 ...i_ A t 1 1lgjq 1,11Rimminiimininerl r ''t'■� N0 �� S 2A ii 4*-Til 7 ♦' '%0 CL HINGE ■I ♦ 1,t•s 2"reo eV:0/4 e#0‘ 1 ' ITO4SW#41 4 d al ,_ 1 Oki I r•S'i**44 I 41#11 ' , 1., , 1 r ' 1 ZA : PitV4401444 1 i 1 ,,,/,,,,4-fee S 4 E 1 rwd I kAA4,6V"1;A:4 , , f riv ; ► 1Iii4. Aat4' I ►k f' ' r ‘r I 1 #0•A‘r■4 0/10);il , ,.. ' 2 0 y II Emergency Exit—Alarm will Sound !r it jam. ■ ' Emergency Exit—Alarm will Sound P l r. ��r, 00 N► l� z �- { CL HINGE '` I II 00 II imA , _. _A■Atik. .4 Alkillo.... A. ;, , I ♦� �7 �� ►�''' ♦'III!/ ►I ►\ ♦ 4. VON DUPRIN EXIT DEVICE O.A.S. SIDE i ►�� z� 1 I � 1 ,I Wilr S 3A I ` �4 1•#04. . � ONLY W/ TOP ROD ONLY SIGNAGE ' . ►�� TO READ EMERGENCY EXIT ONLY ALARM ► i w tv4osA*4L.-40� 2 N V WILL SOUND". INSTALL SIGN ON T.S. ; ' 4WVAI& A; �.. / . f HARDWARE SUPPORT ABOVE EXIT DEVICE. ♦ ► � �I t ♦ e 1.4,. ," 01, ':f i ♦ • ► , Iry . # . L# 4 #A4 : i `• 40 HINGE t ..i. ♦ 1I Aak As 4. i s t4A4SS 1 eA4fr •e d •.. .a : a . S4B1 S4A1/ . • . ?} '• • • .• , e° a f , i • • _. . a.q a• . a e* . • •di • a• ''CO a d' • I e b ° q. NCOo • .1..• :a. • 6 d• ,q o, •.• a .. eq ■ • . J•d q • • . oa . ,a . •' '•• UNDERGROUND CONDUIT TO OUTLET 4110 BACK ELEVATON VIEW 3 FRONT ELEVATION VIEW SCALE: 1"=1'-0" SCALE: 1"=1'--0" 5" GATE WIDTH 1 „ ) 8 2 3'--1 1 " CLEAR 8 1110 GATE DETAILS SCALE 1"=1'--0" QN TY: 1 REV. DATE DESCRIPTION DRAWN: APP: ¶Pd{ EQUIPMENT DISTRIBUTED BY i / ''S' -\.- 13 . � • MANUFACTURING . http://www.equipment-roundup.com EQUIPMENT ROUNDUP VANCOUVER, WASHINGTON CP ' 1109 NE 146th • VANCOUVER,WA.98685 42134 N.ANTHEM SPRINGS•ANTHEM,AZ 85027 PHONE(360)576-1171 • Fax (360)576-1201 PHONE(623)551-4240• Fax (623)551-8004 ..� DESIGNED Y: CUSTO . �, �. BEATTIE 1 1 1 1-1 1 C'Z's'3 #375 (TICS ) DRAWN BYJ.NIELSEN 1 1 11-11 11565 SW PACIFIC I�VIOY CHECKED BY TIGARD, OR ,97223• APPROVED BY: TITLE: r SINGLE OAS GATE"C3 1 SCALE: 1 y�-1 —O» SHf OF JOB No DRAWING No.:I Il' - -- FILE NA E N "�115o—o4.dw FVTIGAR G2 9 BILL OF MATERIALS LENGTH QTY. ITEM STAMP SIZE / MEMBER FT IN. REMARKS /tie /0 0 4, 0 410°P o so 40, 4410p, . I , � p p© 0 , ••,,Atiap, 111., . ,fr 0 <......-**N ....*•-...v. Ap. O p `s~ O III ,,o • { 7 SECTION A—A FLASHIN B a- 26ga SUPER i! SPAN PANEL 0 C a 0 `L C; --e e I TS2x2x.095 3"x2"x " w/(1) r0 • PURLIN WEDGE ANCHOR ;�1.4A ! � N TS2x2x.120 �,• - FRAME -. I n n' ,I, AIMIIIIMIIIIIIINIIIIIIIIIIINNIIIINIIIIIIIIINNNIIS A IB<}--- A 2 2—0 2 0 r 3 2 i 3'-2* 2—0 2 0"----/ " �'-0" r 6'-6" 4'-0" FRONT ELEVATION . SECTION B-B i F REV. DATE. DESCRIPTION DRAWN: APP: DISTRIBUTED BY {Va qP� EQUIPMENT ROUNDUP'77 \.,c3\ VANCOUVER, WASHINGTON • 1109 NE 146th••VANCOUVER,WA.98685•PHONE(360)576-1171•Fax (360)576-1201 . http://www.equipment-roundup.com C—I*2 I. 1*---3 ::::: BY: CUSTOMER: y S.BEATTIE 11-17-11 , 375 l'r# Y: is �u„.,M, : , x J.NIELSEN 11-17-11 11565 SW PACIFIC H r. 1 1:1:0*"") M -• CHECKED BY: TIGARD, OR 97223 APPROVED BY TITLE: CANOPY"NkIQ''*'1 ( . L 0 V IN-A 7 SCALE: 1/2"=V-0,. SIZE D SHEET 01 OF JOB No.: DRAWING No.: r, FILE NAME: F M TI G A R 11150-05.dwg Ci r • , . ,,, _:„„,, „ ,, , , ., , „ 4 k „, I 11 l{ � j t N X13}1 / \`:I. v ' " '• Adlikik Y cV , a 4.04p 4 02011 Starbucks Coffee Company Starbucks Coffee Company 2401 Utah Avenue South / \ Seattle, Washington 98134 \ O (206) 31 8-1575 °` °/ These Drawings and Specifications are confidential w ^� \ pie_ and shall remain the sole.property of StarbucksEnd of Corporation,which is the owner of the cop right in Starbucks �.�.� re,-11„. this work. The shall not be reproduced in whole / Finishes / or in part), shared with third parties or used in any / / manner on other projects or extensions to this - project without the prior written consent of Starbucks Corporation. These drawings and um lit � I I / s ecifications are intended to ex ress Desi n Intent, P P g II 5 / � for a prototypical Starbucks store(which is subject ili to chan a at an time and do not reflect actual site / g Y )ua I-211 / conditions. Neither party shall have any obligation N.,/ / nor liability to the other(except as stated above) \ / until a written agreement is fully executed by both s \\� parties, To , , a - / / Co -; `� / Architect of Record al 3 t' ;- �,_;�;� r This drawing is a Design Development Document. \ ® : 10613 -_ I- , Site specific modifications made under the t# Lim responsible charge of the Architect and/or 12187 Engineer-of-Record will be required prior to using • . 12180 a this document for Bidding, Permitting,or, tmr I I f M ... Construction. ! i I m1 .!• 6C)PI I Revision Schedule a ' Rev Date By Description { 3'-0" €: 6 wO , \ ADA Seating 1 " { I C Cj Mount track lighting at , 10'-0"AFF.Aim fixtures L, x0001 to full illuminate artwork. 1-211 + \-.:\ �o Y 7 h iii i1i`i`i 1/°/7 \c\ C _ 4 /'N\ r- Solid top surfaces, O No holes for trash. I-211 1 °° i Q \D\ ° ( , r \ I No condiment bins. N.� <, l � 0 I ---- 0 \ . _==.d=g==.___:=_a==_=_y__..._ A - aC; \ \ 111■M tit! Z , . , - �e ,`,,,..., . -- �' °° i i „JUNI, :;4.IL, End of / Fiat GLOBAL KIOSK,RH ,11 J Mill r ;f Starbucks Concrete flooring by licensee 0 >1 .�R4 i ........—.—""'fir....�,�. ..'.i.� ��;' - sd SHORT STANDARD �__.. - P Finishes ,: CLOSED BACK ! 11�,+ ° o H C ERITAGE 0 ,_ .;. o T t Dashed line indicates Starbucks a° el •'— i {' i space. Kee non-Starbucks ___. _ -�-� � 0 2 1-211 P P I _ . items outside of this area. • I 0 ' (RT1 0 . �I --1 . , _ , . , C3 \ . 4.1 1 ,(--- ' .....i, . r_-_- '- I : t' lit \\ 'I (' - I-2IL1 -'( + I " 41_ rfi— (D 111 , . co ' ' 1111111111- E LfEl....) ,..'. co It 0 JF1: ■� o IT 1 _i ll 111 1' ji' i l\ I- 6'-6" • c , c. ......--=-_!..).:. 111111101111/A I (11 MI = , ' rr .r A Q) QD E r- o End of g E L ° U I. / Starbucks as 0 a - Datum Point Reference I / � Finishes Z -� < i " To back/outside t `- i r— ° CO co 2 corner of canopy post I ,V .O s. O r .� 1 �., �... E • 0 3PV to eliminate Mount track co l (D ogo disk on this lighting at 10'-0" 0 y side of kiosk. AFF.Aim fixtures Store 3 : 72232 c) Replace closed to fully illuminate louver panel w/ artwork. Project#: 09266-003 angled type. .,IN CO l' ::;t• ! Heritage cd I ��I NO • y 9 -'�7/ I I Issue Date: 10/28/11 ..■.....• - J N co � II ` I` I C E Design Manager: Kelly Gorman V / //I / \ � � \ LEED@AP: �._ `�. I _ Production Designer Britney Hale C3 Checked by Kelly Gorman Sheet Title: Q FF and E Plan Furniture, Fixtures and E•ui •ment Plan N- Scale: 1/4"=1'-0.. d' Scale: 1/4"= 11-0" r N-- N-- N Sheet Number: 1 ■ i-112 4 , ' 1 „,,,:i,',, , , , •v 4 e ©2011 Starbucks Coffee Company Starbucks Co ee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318-1575 • These Drawings and Specifications are confidential and shall remain the sole property of Starbucks 0 Corporation,which is the owner of the copyright in • this work. They shall not be reproduced (in whole or in part),shared with third parties or used in any 0 manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent fora prototypical Starbucks store(which is subject • to change at anytime)and do not reflect actual site if) conditions. Neither party shall have any obligation nor liability to the other(except as stated above) C until a written agreement is fully executed by both parties. I i 0 Architect of Record This drawing is a Design Development Document. Site specific modifications made under the lig ® 12173 Chair Rail im responsible charge of the Architect and/or Engineer-of-Record will be required prior to using ' ' 0 this document for Bidding,Permitting:or EQ EQ Wood Frame r „ Construction. / / �" ®' 1/2 Offset o mc Revision Schedule 7,-,\ (I) _ Rev Date By Description 80 I 0'-4" Flush set back / / hardware,typ I C 1 I Wood Frame • 0 I Section Elevation MINIII 0 Wall Tile 1/2 Offset Wood Murat Frame Scale: 3"=1'-0" Scale:1 : 10 0 , z • 41` Gypsum wall board wall P-544-EIS (or Walicovering,see interior elevations) >1 Latex caulking,typ. IIIIIME color:clear ' c 1- chair r 3'-4"top of c a rail a e501 ______:i II Solid wood chair rail attached I to wall with construction adhesive and (or Walicovering,see nail at 24" (610mm)spacing,fill all nail holes. 4 (n r Wa elevations) See finish schedule for for finish information. a) -501 0 P-544-E/S q i •o — Chair rail o_ Latex caulking,typ. C.) �= \ color:clear F d- a) ' cC o - - Latex caulking,typ. moo- - 0 CD CO 0- See interior elevations for height CD ;T; > Ct E Chair rail to overlap g 0 2 wallcovering,typ. , E (� c� 0 = t ® Wall covering applied directly to '� ❑ -"y wall according to the manufacturer's Z 1 instructions (0 CO ® Walicovering - .�. p 5— '2 CI) 10 cm N— -- cts ti 0 ., .ac Solid wood chair rail Store #: 72232 0 =� Project#: 09266-003 _ Latex caulking Concept: Global Kiosk color:clear 'v �_ Palette: Heritage co __- Routed edge @ R1116",t'P. l Issue Date: 10/28/11 c i :/ C hair rail Design Manager: Kelly Gorman E -1 Base above Reverse miter chair rail to finish end Base(per floor finish plan) R LEEDOAP: 0 I Latex caulking,typ. solid wood vertical Production Designer Britney Hale a trim piece Flooring O Wall covering,typ. vinyl wall covering below Checked by Kelly Gorman Chair Rail all CoveringNinyl Base Chair Rail/ all Covering Transition Detail Outside Corner Chair Raill all Covering/Vinyl Base Sheet Title:0` Scale:1 : 10 Scale: 3"=1'-0" Scale: 12"= 1'-0" Scale:1 :5 Design Details Q cfl 00 7. Scale: As indicated O Sheet Number: c\I - I- ,- • , • :::,,i':' 'I, ' ‘'"': '..-'''''',,' ., , i•';s ', ' •.'' ,',,, ■ ■ ■ ■ , , , , f ' ' ,'' ■ ' n '' '' ' ,?' I ''''' ''''' ■ '' ,;'' ,' '', ' , ',1 yl' ' , Date: 10/28/11 Signature by the licensee indicates the licensee's agreement and acceptance of the Starbucks kiosk design plan. I understand that the above , ,,, Revision Date: Fred Meyer#375, Tigard, OR referenced project will not proceed until the signed kiosk design approval document has been signed and returned to Starbucks. Store Location: - Starbucks Store Number: 72232 02011 Starbucks Project Number: 09266-003 . ' Starbucks Coffee Company Kiosk Size: Short Global Kiosk/ standard height/wall mounted / angled canopy : Orientation (LH/RH): RH COMPANY-. DATE Starbucks Coffee Kiosk Location: Near left store entry , Company Additional Elements: Merchandise fixtures, furniture, art 2401 Utah Avenue South Starbucks Review By: • Kelly Gorman Starbucks Drawn By: Britney Hale PRINT NAME- - Seattle, Washington 98134 . (206) 318-1575 • These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Send this form and all attachments to:Kelly GormanStarbucks Coffee Company, 2401 Utah Ave South, 0 Corporation,which is the owner of the copyright in MS-S-SD7 Seattle, WA 98134, kgorman@starbucks.com AUTHORIZED SIGNATURE: II MEN this work. They shall not be reproduced(in whole or in part),shared with third parties or used in any °Iej ' manner on other projects or extensions to this 0 project without the prior written consent of INT Starbucks Corporation. These drawings and specifications are intended to express Design Intent . sm, for a prototypical Starbucks store(which is subject to change at anytime)and do not reflect actual site , conditions. Neither party shall have any obligation 0 nor liability to the other(except as stated above) until a written agreement is fully executed by both parties. 0 ' Architect of Record 0 This drawing is a Design Development Document. Site specific modifications made under the Specialty Equipment Schedule Finish-Wall Treatment(Area) ital responsible charge of the Architect and/or Design ID I Count 1 Description I Responsibility I Comments Design ID Area Description Responsibility Comments 0 Engineer-of-Record will be required prior to using this t for Bidding, , Bath&Toilet Accessories . 12216 21 SF Tile-Antique Cream-2x8in 50x205mm SB Grout Specification 000; Mapei 94-Straw; 4 documen Permitting or .= Construction. 10992 1 Paper Towel Dispenser Half Size- 3PV Laticrete 60-Dusty Grey. GC to supply Translucent Grey , grout 11115 • 1 Restroom Soap Dispenser Sink Mounted 3PV . 7 Revision Schedule Food Service-Appliances&Equipment ' • CD Rev Date By Description • 10102 1 Ice-Bin 590Ib 3PV ID 10255 1 Ice-Machine 506Ib Air Cooled Top Vent 3PV Finish-Paint t C t l b LRV R N Code Color oe ame Responsibility Comments 10267 1 Fridge Undercounter 1 Door-27in 3PV Co 10473 • Fridge Undercounter 2 Door-48in 3PV , P544-ES Paint-P544-Eggshell 24 • GC SW use CP-1 Primer; NCS-S5010 Y1OR; C , - 0 . 10527 1 Ice-Bin Drop In 45lb 3PV ICI 20YY 24/177 10724 1 Grinder Grindmaster 3PV 4.1 10916 1 Pastry Case with Self Serve 3 Shelf Bi 3PV Temp-28in-Bronze Finish-Wall Base 12504 1 Brewer Airpot Twin 3PV Design ID I Length I Description I Responsibility I Comments - 12508 1 Blender Quiet Model On Counter 3PV Base-Tile 12694 1 Espresso Machine Mastrena SB x0002 111 -4 1/2" 6"Vinyl Base-Black GC IGC to provide enough material for I 13238 4 Airpot 3PV Starbucks area&kiosk ' 0 Other Equipment . 10091 1 Cup Dispenser Tall Hot Vertical 3PV Z 10314 1 Scale Digital with Adjustable Display 3PV • Mount Finish -Wall Treatment(Length) I 10791 2 Cup Dispenser Grande Venti Cold Vertical 3PV Design ID I Length 1 Description I Responsibility I Comments 10855 2 Cup Dispenser Grande Venti Hot Vertical 3PV Wall Finishes-Coverings - >I 10858 1 Cup Dispenser Tall Cold Vertical 3PV 12173 95'-5 1/4" 'Chair Rail-4in(100mm) 3PV WD0010 C . Parts Bins 12333 59'-r Vinyl-Wall Covering-Burlap Look Taupe 3PV 11061 I 2 ITrash Drop Ring Round I3PV I -40in (1016)AFF 12333 32'- 10 1/4" Vinyl-Wall Covering-Burlap Look Taupe 3PV . -84in(2133)AFF . Casework Schedule Design ID I Count I Description I Responsibility I Comments . Fixed Casework Furniture Schedule vis4 12737 1 Canopy Angled Louvers-RH-16ft 488cm 3PV , Design ID I Count I Description I Responsibility I Comments • C -Wall Mounted Fixed Multiple Seating 13045 1 Base Frame-RH-16ft 488cm 3PV 12187 10 Table-Cafe Base- 18x28in- Hot Rolled 3PV (I) 5N• co 13047 1 Canopy Frame-RH- 16ft 488cm-Metal 3PV Steel Bullet Pendant x0001 3 Banquette-Custom SB JH Carr&Sons-MT. Glacier 1000,bottom h■ a) 13066 1 Panel-RH - 16ft 488cm-Freestanding 3PV cushion,solid wood back,#44 Cocoa 1 1.3.' 13109 1 Sneeze Guard-RH 3PV Brown Wood.ADV Deep Clay Cushion co 13110 1 Backbar Louver Panel 3PV It CL Contact Mike Rychert-miker@jhcarr.corn - 0 . 0 •_. Furniture&Accessories , Fixed Casework-Accessories (1) 10613 16 Chair-Cafe Vertical Back-Cherry 3PV 0 CD CO tY 12981 1 'Condiment Bar Shelf-RH I3PV ' (/) 12233 1 Table-Cafe Plank with Metal Base- 3PV • Fixed Casework-Cabinets > a. c 65x610mm-Distressed Honey o 13065 1 Cabinet-Lower and Upper- RH-16ft 3PV Brown WD 42x24in 100002 0 CD E 488cm iii (I) > 0 Movable Multiple Seating E -t3" CO (9 'Fixed Casework-Countertops o 12180 10 Table-Top Square-24in 610mm- 3PV 0 11962 I 1 Condiment Cart Top Solid Surface-59in 3PV Distressed Honey Brown WD0002 C Z -C3 < LO 12 >> 1500mm , 0") 15 a) td3j Es co 2 12979 1 Countertop-Solid Surface- RH-16ft 3PV Extend Top Cap to Wall for Wall Mounted —ff, 1 I'I— 6 CD -6. . 488cm Applications . imm a5 CL L.11.... ..a— R- E Moveable Casework 0 CL 8 12474 I • 'Etagere I3PV I Lighting Fixture Schedule (1) cl) Moveable Casework-Cabinets Design ID I Count I Description I Responsibility I Bulb I Comments Store#: 72232 -ce-i ) 12019 1 Condiment Cart Base-59in el Its Sc ,:,,,:' e . Lighting-Surface Mounted C . 4 Design ID Count Description Responsibility Comments 11246 8 Track-Fixture-White GC LED 7W-R63 Order lamp through Gexpro Project#: 09266-003 .7-J 15 Fixed Artwork PAR20 or Equal Lighting Vendor Contact: CO 12667 1 Mural-Collage Grid 2 Small-144x70in 3PV Natalie Thor Concept: Global Kiosk To 3660x1780mm • tage(425)254-7177 Movable Artwork Ptt : H a natalie.thor@gexpro.corn ale e eri al _ co 10324 1 Paper-Blocks Stamps- 130x4Oin 3PV Lighting Fixtures Issue Date: 10/28/11 c 11350 2 Track-Rail Surface GC o 12681 1 Education Disk Material Reuse 3PV Design Manager: Kelly Gorman Mounted-96in-white E Construction Materials o 12683 . 1 Education Disk Energy 3PV LEEDOAP: o : 12686 1 Education Disk Water Rinse on Demand 3PV Production Designer Britney Hale RESPONSIBILITY LEGEND: -:-. 0 Checked by: Kelly Gorman 3PV Provided by 3rd party vendor & installed by licensee's contractor Sheet Title: LC ' Provided by licensee & installed by licensee's contractor Schedules < . . SB Provided by Starbucks & installed by licensee's contractor oi (7). Scale: 1/4"=1'-0" ..- GC Provided by licensee's contractor & installed by licensee's contractor C; ,-- FC Provided by Starbucks & installed by fixture contractor Sheet Number: C\I . --. l601 , , , , . , , MEE affillff NNW ' S , . , , I 1 I r II NI AM ON EFER ., y , , , , I AB _ , , F AR TECTU , ' Es WNW ffffNff OWN • \ , , , ‘ , , ., , , ,,,,, „,.,,,,,,„ ,,, ,, ' k , 1 ' . . , \ . . .' ' 'i: '',,,.' '' ' ''. ': ., ' ' , , i , ,' '' i ' '''' , , , , ' j , , ,,;,: ::,: , ,, ■ , , , , ,,,, :4,,. .. ' ' , , I , i 5 , ' '/' , , S , , -I , , " , ,,. , , , 41,_,, a j ,, , a, 5 ..... , , , , , — ' I ''', ' 'S A ' a a , 4,, , , , a a , ,, j y a , a e a , ,n , i 1 " e,, a a ,, ' a a ' I y a , l a ' I 4 4 " , , , , a a a a n n e , ,a IIII/ : , , , , 4 , a , " ' a 1, ) ' ' a ■ ' y, , 1 ' ,' ' ' a 4 , y , 4, ; a , a 1 na ^ ' e , 4 ., , , ,,,,, i ,,, , ,d, ,,. ,,,,,„ , , , .:, "1 % , 7 , ■ 7 ' ' ,'"`■ I CL ' ' ,,d, ,,. ,, ,,:-, : , ..,:„,. , ., ,, ,, , . , , , , ,. , ,, , , , I a a a a a a , e,„, " '"., , , . , , '",''', ' ' ,' ' ' n , 5 a ' ' '' ''' ' ' ,' ' ^ 'n , '. .- 'la' a' :'Y :Me:'' 1 ' j''''''''. ,i , 1111/00 ' ^ , 4 ,_,,. , ,,,,,, ', , , 4', '' ''' • , , ,.,, , , 11111111k ' , , -, , . - - -- --'' ' ' ,.‘ v'-', ''', , ,-' , . „ L411111111.: ' ilk 1 , 0 , - , ,'', my • , , . , ,. t ,,, ,,,, , , . , . , • , ., 1 s ,1, ' ' ' ' ' '' ' ' ,:,,, , , ' ', ', ' '' ',— '',. '',1,' + ,,, , i} ■ .M1. M1%, 7 % , ' , , , ,, , < I % , . 4 '' ,, . ,, , , , : • , , .' ' , .., ,,,, , , .,., , , ,,.:, „ , 7 , ,.. . ,,,, ,, ,I ' , - : • , PL ,A , i, KEY SG1.0 •v . ran Area SG2.0 Elevati s ns SG2.5 Eleva„ i t ns ., .„. • SG1.1 Plan Area SG2.1 Elevations SG2.6 Elevations ., , , 1 , ,, ,, , , ,,,[ I , - , , ,,, ,, a , _, v SG.] .2 n SG1 .3 . ., , , , ., , , , P • SG1.2 Plan Area SG2.2 Elevations SG2•7 Elevations _ , , , , , ., , n, , . { SG1 3 Plan Area SG2.3 Elevations CUSIO [ SI il Des' 1 n & Fe 1 ri"c :ton , . , • , , : SG11 SG1. - 4' ea '., Datee 10126/2011 PHONE: 588.645.2334 FAX: 588.645.2383 - ,.. SG1.4 Plan Area SG2.4 Elevatis ns i , . , REF# DESCRIPTION QTY , 0 , E 0 • 1M SHORT"L" BRACKET 14 , ' ' ' • . , 0 , 2M TALL "T" BRACKET 2 8M - TALL "T" NCR BRACKET . 9 m ALL DIMENSIONS AND SPECIFIC LENGTH CALLOUTS NEED TO BE FIELD VERIFIED. , IrrEm# 17M SHORT "L" NCR COOLER BRACKET 5 ITEM DESCRIPTION : REFER TO NORTHWEST PROTOTYPE SIGNAGE & A1.0 TRIANGLE AISLE MARKER 18 m FIXTURES ARE SHOWN FOR REFERENCE ONLY. , - GRAPHICS REFERENCE BOOKS A1.1 SINGLE SIDED COMMODITY CARDS 162 .. . m FOR ALL SIGNAGE AND GRAPHICS, SEE NORTHWEST PROTOTYPE SIGNAGE & A2 0 MID-AISLE MARKER 9 GENERAL CONTRACTOR INDICATES ITEMS PROVIDE" AND/4) R INSTALLED A2.1 DOUBLE SIDED COMMODITY CARDS 54 GRAPHICS REFERENCE BOOKS. NOTES A5.0 COUPON END SIGN 1 BY GENERAL CONTRACTOR B1 .0 DECORATED CAKES HANGING SIGN 1 REFERENCE- L./ _ - '--- r ......„.,..-+.._.......s... .. , m PAINT - SEE PT## ON SHEETS SG2.0-SG2.4 D2.0 EGG MENU BOARD G7.0 SUSHI HANGING SIGN • TYR DECOR SUPPLIER TO VERRIFY QUANTITIES PT## , REFER TO NORTHWEST PROTOTYPE SIGNAGE & 111 .0 PRODUCE POS SIGN KIT . , REvERPNC,,E TON,Lippv.iR 1,4 GRAPHICS PAINT SCHEDULES L3.0 PHARMACY HANGING BLADE SIGN 0 ALL EXPOSED WALLS TO SALES & CUSTOMERS TO RECEIVE CL-001 AK4.1 U-SCAN EXPRESS BLADE SIGN ill ', 'NOT APPROVED WITH THIS _- IT 1 WAINSCOT AND TO" CAP TO 4F1 AFF, SEE ARCHITECTURAL DETAIL. WD# :, REFER TO NORTHWEST PROTOTYPE S1GNAGE & AK3.1 EXPRESS LANE BLADE SIGN 1 , AK3.2 EXPRESS LANE LIGHT TOPPER 4 GRAPHICS VVOOD,SCHEDULES AK30.0 FAMILY FRIENDLY HANGING SIGN 1 AK30.1 FAMILY FRIENDLY LIGHT TOPPER 1 . (E) EXISTING SIGN TO BE REUSED (SEE EXISTING SIGN LIST) xx0.0 OUTDOOR GARDEN HANGING SIGN 1 . AK12.0 ( 1r GILL SANS WALL COPY c. TIO.T.u.REENSEcBKY LIGHT ;CONTRACTOR,TYR ,___EQ EQ EQ---ao EQ .• EQ .. EQ--t EQ--t EQ/ 5 .....110.■••• •••■•••■7 5 rP11.713 ''Z flai PT 801 .e. s..- 'I 1111781712 )-----\\ F875-11 , i,w D - FT.872.1 -.7 .... D.1 PT-812 1 9 ''*--Z-----r7r—'7PT-812 w- a 8 PT 812 SAWYERS FEAICE CRISP KHAKI CRISP KHAKI SAWYERS FENCE CRISP KHAKI CRISP KHAKI CRISP KHAKI , CRISP KHAKI , . o I FiC N — "— 1- I 111 . , ,. , . . . .. Thamk ¶'© i IF©r Shopp _ng At r 2 ft-0 in _ I eciti eye 81-41. 1 2.— COCONUT MILK w- -**' 87 i , COCONUT MILIO . -` t ,N-iiNK4 fp i I, ft4 n-10 i I SIGNAGE PROVIDED BY OTHERS , 1 . . ,.„ . , i , __.1 1 , , .., , .,.., . .. . . • ,... ,..... ..,, , ,„„,,,,,,,,,,,„. ..„..,„1„,, ,..,, „. ..?.0,, „,,,,, , ,7*,..v, ,..,,,, ,m1 , ,rp . / „4,,,.1, , ,!,4„,,4 _, __. , .. . . _. • • . 10 ft-0 in -.. .), ressi w ' i ■ .■ Ct = N, .- -, ■ ° N kk I 13ft-Oin [ A /. '.. ■ e \ \ \ ■ •■ -, ....- _-- . X kk /7 \ / \ / / \ , .x. ....... ..- ■ 5 ft-6 in 7 ■ \ , •••••4 114 ..-- ■ •v••••1 7..,,,,,, / < . , • I _ / ___, — .■ --'. ■ ■ ■ C),,,) C) / 7 ■. P4 "al* , I .........----- —1.-- / / ,-- -,, ■ N / \— / 7V ii _ 1 I .. 7 - I I / — 7 ■- .-, ■ ■ .. 6 Ell* ffiTai AK13.0 16 FM LOGO ) / 4) PUlniA2RMACY WALL FRAMES LP51-1.A2RMACY WALL FRAMES rewilti TYPICAL TYPICAL TYPICAL DEPT BUILDOUT TYPICAL WALL COPY MES Ild II 4 , ALE ENTRY (a) (II ALE ENTRY (b) ALE ENTRY (c) PHARMACY 431 CHASE BANK , , • co 4 , „ ' SCALE: 1/4" = V-0" 0 ' SCALE: 1/4" = V-0" , ' SCALE: 1/4" = V-0" SCALE: 1/4" = l'-0"- ' ' SCALE: 1/4" = V-0" . , , .. , - z . - .... o L.-1 ("';* o ....._ 2 -... 1..._ o = cew 2 o Lu co cl5 ' • 0 ... z ±- ° ww ..9.1z • <• 1.-- EL;'."1w . co (15 cos ''''- 1.±- f13ce (111 „,1--- 0 0 0 1.1.4 ........ ■--, .• CC Cf: rt '` 1-1- >.- 0- ui 0 a. uj z 0 ZomOz gt 0 t.... z I- < (6 il ' 0 3Izg . -..---,_pT.Bin------4„.... 1 ip7-87-21 . I I , z2 : : 17.).:. , . Luz = to rx PT-812 PT-803 "1 PT-812 , CRISP KHAKI CRISP KHAKI NWD111-\ , CRISP KHAKI COFFEE N CREAM CRISP KHAKI 3 ft-0 in I 0 Z fx . - 0 I FE1-\) I . CO w Lif - Z LU ,i 1..... Z ...... 2 1..... i Z - , u. 0 5„. oo 0 6..in O Ft- •a D 1.0 \-1 WD9 I . 04 0 z 0 z7 5f -Oin 0 • rit, co Ili 0 0 I PT-814 , a - = ct z 8 uS d COCONUT MILK ) r 9 in 7 f A 421 z 0 1- M u.) LU N 7 1 '''' . , 1 • .... der 0 / I N 7 \ I ..-- /04 CDC40 < ' N / / / N / 5 LI- 0 Z ■ .-' --I 1-- 0 N / ■ / \ / '■ / / N. / / ■.. ./- N / N-- 1,.... .-. .....„ N / / . 0 ,,t( < •"". Q- `,, / / N / Cst _CO 1- X U- I.0 N / ■ / ■-, ./ N / ' ! > cn co 0 tx ■ / --. .- \ / I 1 1 . ■. ■ ,-. '.-- , ■ ■ 7 / ■ / ■ / • 10ft-Oin ••■ .--- N / N/ 7--.. A ›.‹- / N .. ■ -. - --, _ 0 = N .-- ... / \ ,.- -. ,- N /. N ,/ N ... . i I -.- ---- -- - -, /. N . 7 N 7 • I I \ I 7 ■ ■ 7 / 7 ., ',... 7 N , 7 ■ I \ 7 ''.. !, / 7 N 7 '■. 7 N / - ----II / N N N ,,,t,,,,„'t,‘,:: /' N '/ \ 1 / \ L--- ,. . ,, I N jIIII LI/ N I '' \ I E. — .1 , Ink ii= , AN1.0 .*Ni AN5.0 PLAYLAND WALL COPY g"UPLIGFIT TROUGH REDUCE TO 85% @PLAYLAND,TYP. S&S TO PROVIDE PATTERN , • -, CCK PLAYLAND RESTROOM FM JEWELRY , •Ill 6 , 7 ' ' 9 SCALE: 1/4" = V-0" SCALE: 1/4" = 1'-O" SCALE: 1/4" = V-0" ' SCALE: 1/4" = 1'-O" .. = VD .10- , . ,,,, exass go - ree WS = • r7 AltrI17017-7) WITH T1-JS PERWIL AK12.0 ( 12"GILL SANS WALL COPY I) I 2 , I 0 - .„ ....7TTTRENCE ONLY i, PT 803 z , ...„,,......-..................7 -F-Z1--- 0, , -o--------7 ....■.... r 2.......*...........61.70. PT-812 ? P,.. \ PT-801 e .- ;. ',,, PT-812 PT-812 Z PT-812 2...-------0.- PT 812 C. ' COFFEE AP CREAM COFFEE N'CREAM ..,., SAWYERS FENCE PT-801 CRISP KHAKI CRISP KHAKI COFFEE N'CREAM CRISP KHAKI , CRISP KHAKI CRISP KHAKI ..............r.,...... z.. 2.0..... ..................IPEP. t h. ','','■,,'':,,:'' ''','',,,,■,,,'' 0.4262113 SAWYERS FENCE L , - „ , o . , flunk h For Shoplyr,:cmcg 1-A\ i ,,--1.Lr. , L , ■ Aillb 2 ft-0 in' . . ; \ / t 4'5 °I-11MelYe I I . \ V \ V /.. i \ / 4111-' -. 7 ■. 7 i \ / ' '" ! ■ 7 , - .. , ■ 7 \ / 91 .-,,,,oit mo ' . 1 \ , . . . , -, , , . . \ / I \ 1/4 . . . . . . . eN _ . . \ / . . , 1 - .. . . \ / . . . _ _ w ,2,1.,,,,,• STARBUCKS / , STARBUCKS STARBUCKS KISOK 4 , ... , -13 ft-0 in, / / \ ‘ - 7 N 7 N / \ ..., ' '''' tt / / \ / N 7 N , ,,= - ' 'Mai ■ .- --, ' 1 \ \ 3 1 kk I / . k 7 ; , ■,+, 4.P / k' 7 \ I i' I ' 7 7 ..N 7 7 7 / / \ \ ■ I i ' 1' ' ilL I ' I ' I \ ,‘ \ / 7 7 '' , / \ „,,-;', 7 1 / \ / I I I I I 7 i I ' i i . ' ' li 11 \ / t • * i , ,■,. 1 ,Il AK13.0 AK13.0 / 16"FM LOGO , 16"FM LOGO A t • , .. WALL COPY WALL COPY ,- 11:4=',,,A,';', • FOOD ENTRY (c) , STAR BUCKS (a) • STAR1DLICKS (b) 14 ' STAis” BUCKS (c) I 5 , FOOD ENTY (a) , , FOOD E , ,,:TRY (b) . (///i) 1 0 SCALE: 1/4" = V-0" • , 1 , SCALE: 1/4" = 1-0" SCALE: 1/4" = l'-0" SCALE: 1/4" = V-0" ' SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" • t2ft9n 12ft-Oin 4 ft-4in 0 1 •Q!.a 'r '' r. Q2.a QS.a Q2.0 15N GILL SANS 36"GILL SANS 12"UPLIGHTTROUGH 15"GILL SANS DEPARTMENTAL COPY DEPARTMENTAL COPY TYPICAL DEPARTMENTAL COPY 1 • 0ft-Oin w w W _ ,tir;•, s'K � i a z z f. PT-809 z, rp-i- i807 r ...- , -r ', �PT-809"-_"7 v..- t.— PT-807. r' ,,.. ,�► PT-807 ►.. E. PT-861 �' -� �' �T 8p9 ..- 1PT8O - G� z STRONG HUNTER Z PEPPERCORN a STRONG HUNTER ,;; a PEPPERCORN PEPPERCORN a 4 PEPPERCORN STRONG HUNTER PEPPERCORN 5ft-Oin '_ ' f EQ EQ , ,a. alir 1„ ,,,,,,,,,,,:‘,:::,:,,,, { /' EQ EQ , -{-- , ! EQ EQ „,,,,,,,:,,,, :, 13ft-Oin f 13ft OIn - oij: ©©:g GialIEN ''r �) 601 & p3 1 _ EH . . rusti , DU (Dr* • �� • \ �\ ,\ / / \ \ / / \ \ a \ / / ( . \ / C1,)\ \ \ \ / \ / � \ \\ \ \ / / � i \ V / S W11* IGN COVE LIGHT • FIXTURE BY ELEC. CONTRACTOR,TYP H,\\>\ ,,, e i GARDEN (a) m OUTDOOR GARDEN 0 GARDEN (b) GARDEN (c) • .. ,• E 1 SCALE: 1/4” = 1`-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1,-a" SCALE: 1/4" = 1!-0" SCALE: 1/4 = 1 -0 SCALE: '�14" = ,�><- �, 1"*.. C1 rani ii BSI"" Q . Z --- Q � UL�ifCf) �l;+ . OozVI— ' / 5ft-5in r -� -" lW-- .J a7 2t? C� vO 10 ft-girt ,� 10 ft-0 Nt 4 r 01.0 . 12 ft- 1 in 36"GILL SANS 112"UPLIGHTTROUCH Q> a- LU r DEPARTMENTAL COPY _ TYPICAL E [( to , z z z z PT 809 PT--809 PT--807 11— ' �.- "' - PT-809 G+L ��-✓. 'I- ® r 1s1 07 PT-807 r ,.,,_ PT--807 ,,.- �, ? •- �. .•- PT 807 �. ,... PT-807 = z PEPPERCORN Q STRONG HUNTER Q A PEPPERCORN PEPPERCORN STRONG HUNTER • x, PEPPERCORN' STRONG HUNTER PEPPERCORN STRONG HUNTER PEPPERCORN U "', 4 cL 0. �- Q-' 0. U i� f® � 1� U � = F-- Z LU d, i a 4 5ft-Oin• _ IIi !EQ EQ a t p �, 1 { y mss/-�[ (� (.M� t t O L�L.:4t.uc 1''.u."-':"4 13ft-Oin 13ft-Oin ✓ z � �c1: c!) 6� Q 41. \\ • Q 39(1 sd? VJ O LL'• x: \ \ \\ \ ! / / \ \ a \ . . .\ \ \ / / \ r • f, ' ,cr i�L: t SIGN COVE LIGHT FIXTURE BY ELEC. CONTRACTOR,TYP J . An GARDEN (e) GARDEN (f) s• 0 = rii6 • viiir SCALE: 1/4" = 1 e-O" . SCALE. 1/4" - 1'-apt r� t �, �Y c 1 1 {..:1lu,r - - I�;i 1x7 P �* d4J tesle s•VD• REFERENCE ONLY . t ';:'f.�� y Ll Y •T T '\P ROV 'D WITH THIS PE ; tat = 4221 10ft-Oin �/ 5 i 12ft- 10 in ,� 20ft-Oin ti="�, y4ia t.Sr 9,Y4� z 01.0 03.0 , N1.0 N3.O 6 Wl.a W2.0 1® -4in-- 36 GILL SANS 12"UPLIGHTTROUGH 36"GILL SANS 12"UPLIGHTTROUGH " • DEPARTMENTAL COPY TYPICAL DEPARTMENTAL COPY TYPICAL s; 36"GILL SANS # TYPICAL HTTROUGH DEPARTMENTAL COPY " U,1 w 1.11 w w w n' ti PT-804 PT-803' PT-804 PT-803 1- --� PT-806 1 PT 808 a ` RICH Z E, Z RICH Z Z Z. REGAL PURPLE 0- c� COFFEE k CREAM �� ct e� COFFEE 4; L?APL(N q � , ;fit•vr --.a- 0, o•, cL 4. Q_ 0. H } EQ EQ ,, r 5ft-Oin - 5ft-Oin-j -- L_ J9 J " �� t EQ EQ • EQ s ti,t ht , r—j E,►, E R �:i , } ii,,,, , . Ty I`r ey tjy� t�> inn.�, / 14ft 1Oin / F/ 17ft 4in / / 12ft 2 i / x , `j\ i 13ft O!n 13ft-0in x ` 1i ,C,,ref.. �j (� s 13{{ei Oin a , / ( p I ' -I 01) \ / „� \ / v ,.: 11) N F / � en SIGN COVE LIGHT SIGN COVE LIGHT SIGN COVE LIGHT .x FIXTURE BY ELEC. FIXTURE BY ELEC. FIXTURE BY ELEC. , 44,t: . CONTRACTOR,TYP CONTRACTOR,TYP CONTRACTOR,TYPE' , „ '', 1w 1 ELEa- [CAL & ''' UM : ! NG (b) / AUTOMOTIVE I STORAGE -,,,,,00 , 9 -I SCALE: 1/4” = 1'_O" • R! , / '' GENERAL CONTRACTOR RESPONSIBLE FOR GENERAL CONTRACTOR RESPONSIBLE FOR GENERAL CONTRACTOR RESPONSIBLE FOR GENERAL CONTRACTOR RESPONSIBLE FOR PAINTING ARCHITECTURAL WALLS PAINTING ARCHITECTURAL WALLS PAINTING ARCHITECTURAL WALLS PAINTING ARCHITECTURAL WALLS VALSPAR BRILLIANT METALS EE2069 PALE GLOW VALSPAR BRILLIANT METALS EE2069 PALE GLOW VALSPAR BRILLIANT METALS EE2069 PALE GLOW VALSPAR BRILLIANT METALS EE2069 PALE GLOW is(1, I 6 . , . ,,,, , , , .. l 3FORM 3/8"WAVE CLEAR PANELS 3FORM 3/8"WAVE CLEAR PANELS 4111,HARDWARE PROVIDED BY 3FORM ------• HARDWARE PROVIDED BY 3FORM INSTALLED BY GENERAL CONTRACTOR .1 {Villi INSTALLED BY GENERAL CONTRACTOR : ( i js c as .d Olt O. i i ' , } 1 1 f` s 7 I I i ; ` 1 c 1 i I { tj 1 { i , f I i 'i i - i ��• I` 3ft-Oin Eft�Qin { 3ft-Qin � ; 3ft- in ft-0in --3ft-0in—e ' i ., , ,A S a i - I 1 S ` 11 ft-0 in { E 1 { { 1 �- t ! ,, I 11 ft-0 in ` i i ! 3in 3in j j t �, 3in 3in { i ' MEN ; • ? IWO EN _ i , i t i MEN 1 ' nEN i i i ' i - r, e ; � ; i f ; f f { jy ! _ t 1 it5„[�+ , a i 3in 3in i I j I V3In 3in n. i i 1 i i ! 1 1 j 1 i I I 1 ; s 1 { 4ft-Qln i ° 1 4.ft-0in f ( 1 # : 1 j ! i ' 1 1 f I i I i j i i } t ( 1 i ! j 1 1111 R . . ralmti 1 + i I `{{ AA22.0 f AA21.0 i g w A22.o ;7/f 1E1A2 i:Q i i ' . 11't"f" "I BALI, �• ' .. ....�.. t9ll�f `"TRRAt�Lw w 3FQRM PLEXI SCREEN 0 ,Ii,c) 3FQRM PLEXI SCREEN 3FQRM PLEXI SCREEN WAINSCOT-WILSONART 3FQRM PLEXI SCREEN COCOOINSC T-W17 LAMINATE COCOBALA 7942-07 LAMINATE `�ID APPAREL FITTING ROOMS A 0 .,...4 'i SCALE: 1/4"= 1 r_Q" SCALE: 1/4"= O p4 imml e GENERAL CONTRACTOR RESPONSIBLE FOR PAINTING ARCHITECTURAL WALLS 4111 VALSPAR BRILLIANT METALS EE2069 PALE GLOW GENERAL CONTRACTOR RESPONSIBLE FOR• PAINTING ARCHITECTURAL WALLS VALSPAR BRILLIANT METALS EE2069 PALE GLOW J l GENERAL CONTRACTOR RESPONSIBLE FOR GENERAL CONTRACTOR RESPONSIBLE FOR PAINTING ARCHITECTURAL WALLS PAINTING ARCHITECTURAL WALLS VALSPAR BRILLIANT METALS EE2069 PALE GLOW VALSPAR BRILLIANT METALS EE2069 PALE GLOW LEGGET FIXTURES IN WILSONART 4911-38-"SOFT GOLD MESH" 3FORM 3/8"WAVE CLEAR PANELS r • s 4 3FORM 3/8"WAVE CLEAR PANELS ' - 3FORM 3/8"WAVE CLEAR PANELS N. HARDWARE PROVIDED BY 3FORM c INSTALLED BY GENERAL CONTRACTOR �` HARDWARE PROVIDED BY 3FORM HARDWARE PROVIDED BY 3FORM LEGGET FIXTURES IN WILSONART INSTALLED BY GENERAL CONTRACTOR LEGGET FIXTURES IN WILSONART INSTALLED BY GENERAL CONTRACTOR INSTALLED BY GENERAL CONTRACTOR 4911-38-"SOFT GOLD MESH"`' 4911-38-"SOFT GOLD MESH" ,, ,. CROWN MOLDING-STAIN TO MATCH INSTALLEp BY GENERAL CONTRACTOR LEGGET FIXTURES IN WILSONART 1t ~'' /////7"--.EQ.-+1'�---d S '� EQ. INSTALLED BY GENERAL CONTRACTOR 3FQRM 3/8 WAVE CLEAR PANELS AI6.0 HARDWARE PROVIDED BY 3FORM WILSONART G NERAL CONTRACTOR RESPONSIBLE BLETE LGENERALCONTRACTORRESPONSIBLE INSTALLED BY GENERAL CONTRACTOR CROWN TO MATCH Cip 16/491 NN EQ / FOR STAINING CROWN TO MATCH r NWALL ART,ITYPICAL 4 AA23 0 O EQ ��p_ EQ ' 6 ft-0 in "WOMEN"FITTING ROOM 6 ft-0 in LEGGET 11 I FIXTURES GOLD SONART 6 ft-0 in L H, t• DIMENSIONAL LETTERS l`_ INSTALLED BY GENERAL CONTRACTOR r LUX#7858-PLAYA WALL 3 in '0 6 ft-0 in NATURAL SATIN NICKEL SCONCE OMEN INSTALLED BY GENERAL CONTRACTOR :' .... _ J r lit CD 0 j 7ft 7ft C700CLt3 '� ULI.EC61t/j �. - 3in Oft-Oin Oft-Oin .. 0 �z - 4'ft-Oin Oft-Oin U Z 1-- 4 ft-Q in WAINSCOT-WILSONART .� `- Z WAINSCOT-WILSONART WAINSCOT-WILSONART II I I 1 II 1 S E"•' --1 U COCOBALA 7942-07 LAMINATE 1- COCOBALA 7942-07 LAMINATE COCOBALA 7942-07 LAMINATE I 1 �' � CO ~ E ? � 'CO '., -"''�"' �'�� I COCOBALA 7942-07 LAMINATE � Z (,� � IIX �� w w — 1 1 '' WAINSCOT-WILSONART _ ZH . WAINSCOT-WILSONART 1--- COCOBALA 7942-07 LAMINATE re X u_ ITC xi 0 INTERIOR WAITING AREA . INTERIOIR .i...........\ 1 , TERIanso FITTING INTER101. , omENs FITTING INTE- 10R FITTING ii , z CD Lia WZDt/3 U SCALE: SC r_ r e, "= r " SCALE: 1/4"= 1 r_®" LE: 1/4"= 1 r_0" ALE: 1/4 = 1 -0 SCALE. 1/4 1 -0 SCALE: 0 a � � � Ir S / U 1- t I_ z - 0E .ezW — GENERAL CONTRACTOR RESPONSIBLE FOR GENERAL CONTRACTOR RESPONSIBLE FOR 0 } Q U- • PAINTING ARCHITECTURAL WALLS PAINTING ARCHITECTURAL WALLS F.,. O! Z --a o TRACTOR RESPONSIBLE FOR GENERAL CONTRACTOR RESPONSIBLE FOR VALSPAR BRILLIANT METALS EE2069 PALE GLOW C ON GENERAL VALSPAR BRILLIANT METALS EE2069 PALE GLOW ¢ � © � � PAINTING ARCHITECTURAL WALLS S PAINTING ARCHITECTURAL WALLS VALSPAR BRILLIANT METALS EE2069 PALE GLOW VALSPAR BRILLIANT METALS EE2069 PALE GLOW U R LEGGET FIXTURE IN WILSONART F• V3▪ L1.1 1I U U 3FORM 3I8"WAVE CLEAR PANELS i F. IX Fi 4911-38-"SOFT GOLD MESH" HARDWARE WAVE PROVIDED BY PANELS O 3FORM 3/8"WAVE CLEAR PANELS 3FORM 3/8"WAVE CLEAR PANELS LEGGET FIXTURE IN WILSONART INSTALLED BY GENERAL CONTRACTOR Z LI.!■ HARDWARE PROVIDED BY 3FORM t 4911-38-"SOFT GOLD MESH" i INSTALLED BY GENERAL CONTRACTOR LEGGET FIXTURES IN WILSONART .C5 ® a! „z HARDWARE PROVIDED BY 3FORM INSTALLED BY GENERAL CONTRACTOR �, ,,,,F Q INSTALLED BY GENERAL CONTRACTOR 4911-38- SOFT GOLD MESH {(j Z U 1- INSTALLED BY GENERAL CONTRACTOR CROWN MOLDING-STAIN TO MATCH 4, ..I I� CROWN MOLDING-STAIN TO MATCH INSTALLED BY GENERAL CONTRACTOR �3 Oil 3FQRM 3/8 WAVE CLEAR PANELS �' WILSONART COCOBALA 7942-07 LAMINATE - WILSONART COCOBALA 7942-07 LAMINATE , CO i U AI6.0 HARDWARE PROVIDED BY 3FORM GENERAL CONTRACTOR RESPONSIBLE INSTALLED BY GENERAL CONTRACTOR GENERAL CONTRACTOR RESPONSIBLE LEGGET FIXTURES IN WILSONART � Q © '� � FITTING ROOM FOR STAINWG CROWN TO MATCH 4911-38-"SOFT GOLD MESH" �. u- E" Q FOR STAINING CROWN TO MATCH Z a C WALL ART,TYPICAL EQ l l° INSTALLED BY GENERAL CONTRACTOR ▪ < E,.. Q i EQ �III EQ �* C� ids AA24.0 i Eft Qin O � `= � �- w "MEN"FITTING RO•M. . 6 ft-0 in 6 ft-O.in LEGGET FIXTURE IN WILSONART E 4911-3$-"SOFT GOLD MESH" � � 0 � DIMENSIONAL LI IkRS I r'' .L_, INSTALLED BY GENERAL CONTRACTOR - 1 LUX#7858-PLAYA WALL 3 in 4►� E 6 ft-0 in NATURAL SATIN NICKEL SCONCE INSTALLED BY GENERAL CONTRACTOR 7ft 7ft •r, � STORAGE AREA 3 in STORAGE AREA Oft-Oin Oft-Oin Oft-Oin Oft-Oin Ott-Oin h� , CID ._, 1 �. I I R ...-1( { f WAINSCOT-WILSONART ' i. .■ . ..............,. 1 WAINSCOT-WILSONART CO WAINSCOT-WILSONART WAINSCOT-WILSONART WAINSCOT-WILSONART COCOBALA 7942-07 LAMINATE COCOBALA 7942-07 LAMINATE COCOBALA 7942-07 LAMINATE COCOBALA 7942-07 LAMINATE COCOBALA 7942-07 LAMINATE „,______..\ 1NTE • - Y, P t iii►'.' a fd, ING, P L �i �i i'Sr. 11 A 1 • 2 � N .. r E — 1 a rr r ar SCALE: �/4�"= 1 r�Qrr SC/1LE: 1/4'r= 1 r-�ar . SCALE: 1/4.rr= •�r_�rr # SCALE. 1/4- l'-0" y ®E� �SIIIt�IgIENIIEI III�MI111I��I� INIIlI�14N111I�t�Il3 Id�INIIIII�ENl�ll4ffiI� EI�IIIII®EINflll� lliIEI1E1�E1�1� .i,-)T.--76-1 PT-859 "" igg Ins st ONLY YESTERDAY S: � ■e ss SAWYER S FENCE " se Mt x , niffi It SA tl°\ k "D In get Et nil filV 13 '''L'' 4' MM> - - �� „a ess in sue`_✓ Ca, es es se I F5A DI En in MI `f EQ EQ EQ 3ft-6 in go see$G �;y �{i �, 3ft-bin EQ EQ on M▪I re• D H 't" D' AIL. Ai& /hi All.. Illig AIL AL. F4A I 019 Si NOTE:: PT-806 �.+ AD24.0 E STAGGER SIGNS AS SHOWN - - DAPLIN _ COSMETICS WALL IMAGE PANNELS,6 DIFFERENT IMGS.� 4!{t;��til y�•>'nit s� er in B.O.S. 9 FT A.F.F. 11 ft-Oin }' �?, lin n▪it In RV nt in a am is se r.;tir , i „,,..,,, ,, 1 � a _ i 3 GREETING C L G SCALE: �. ��• J 1 M1 4,yy rn.,i mt. v r rr 1 4 GROCERY SHEAR WALL HBC SHEAR \At A. LL I 5 . rr_ �_ rr rr REFERENCE ONLY. . , SCALE: /� = 1 -o sCALE. ,� _ a WD2I 2I i�� WD21 4 II CI y Ver.), , £ M!LK+e e PT-814 COCON�TM!LK EQ 3-8 - 3'-6” EQ �� , EQ EQ � COCONUT f 3'_6" soup iN f f f EQ 3'-6" 3'-6" 3'-6" EQ EQ 3'-6" 31-6" 3'-6" EQ EQ ''; 1f. f t . k , ,, . 1 ..,, PT801' SAWYER'S FENCE ! { ,rr' } f I I I ! A B, C D NOTE: PT-814 PT-814 PT-814 PT-814 ��c I PT-814 MG R• I — — { REMAINDER INTERIOR COCONUT MILK COCON M.1LK COCONUT MILK COCONUT MILK COCOn UT M!LK . EQ / A I PT-813 ,.� PT-813 F..__.._.... ......._...._..i, �. RAINFOREST TEAL RAINFOREST TEAL k° WALLS AND CEILING TO --- ,. VERIFY LOCATION WITH OWNER PRIOR TO INSTALLATION BE PAINTED PT-801 = c, ess L5.4 63 7.? , PT-821 PT 821 PT-821 ,f .,, f: L5.0 PHARMACY WALL FRAMES PT-821 PT-821 I PHARMACYWALLFRAMES TYPICAL TYPICAL SUNSHINE SUNSHINE SUNS.NINF. SUN5N.'NF AA,a�+34 t SUNSH!N� yli� IY \ 1AN2:0 AN2.0 x PLAYLAND WALL FRAMES PLAYLAND WALL FRAMES I TYPICAL,VERIFY LOCATION TYPICAL,VERIFY LOCATION .PLAYLAN 10 INTERIal. \...., p Rx wAm , G _____ PHA - Acy p ,A,.. mAcy ,IDL A y L /A D INTERIOR .pL Ai yLAND 1 , 4, TERIoR 16 1 7 1 8 ' 20 SALE. 1/4 e = V-0" ALE. ' �4 a V-0" SCALE: 4" a-O' SCALE: " = 11-0" SCALE: " ! '0a SCALE: I4 =