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BUP2O1O-00060 ALBERTSONS 14300 SW BARROWS RD riW 13y Structural ' Civil Engineers , _ . - Wool f STRUCTURAL CALCULATIONS FOR ALBERTSON'S STORE #576 ROOF-TOP CONDENSING UNITS SUPPORT SW Walnut& Scholls Ferry Road TIGARD, OREGON March 17, 2010 - .. ._ . . / 4 ' Ill .\•:,!;'''t,:-Ft, CO" ' DESIGN PARAMETERS: 2006 International Building Code ROOF LOAD DEAD LOAD 20 psf DL(per original construction drawings) SNOW LOAD 25 psf 4- Drifting per ASCE 7, Sec. 7 IMPORTANCE Is---- 1.0 WIND BASIC WIND SPEED ... 100 mph(3-sec Gust) EXPOSURE B IMPORTANCE 1v,,= 1.00 SEISMIC MAPPED RESPONSE Ss=0.921, SI =0.336 SITE CLASS D IMPORTANCE 1p:---- 1.00 CONTENTS: DRAWINGS........,.......,..„ S-1.1, S-2.1 to S-2,2, S-3.1 to S-3.3 CALCULATIONS I to 5 6443 SW Beaverton-Hillsdale Hwy, suite 210•Portland,OR 97221 •ph:503.203 8111 •fx:503.203.8122 •www.wdyi.com . STRUCTURAL NOTES 01.0 GENERAL NOTES (Store#576) 1. These notes set minimum standards for construction. The drawings govern over the Structural Notes to the extent shown. 2. Contractor shall verify all dimensions and conditions on drawings and in field. Coordinate locations of openings through roof with architectural, mechanical and electrical plans. Notify owner's representative of any discrepancies. 3. Construction means, methods and all necessary temporary support prior to completion of vertical and lateral load systems is the sole responsibility of the contractor. 4. Compliance with all safety and OSHA requirements is the sole responsibility of the contractor. 5. Where reference is made to ASTM, A|8C. AC{or other standards, the latest issue at the building permit date shall apply. 6. All work shall be in compliance with 2006 edition of the"International Building Code" (IBC) as amended by all other state and local codes, permits, and building department requirements that apply. 7. Design Criteria: Roofs Dead load . 20 psf(per original drawings) Live load (snow) 25paY per 16pO.1 . Wind Basic wind speed 100 mph, 3-sec gust . Wind importance factor km= 1.00 Wind exposure Exposure B Seismic Mapped spectral response 8a =O.921. 81 = O328 Site class .... D Seismic importance factor |s= 1.00 Spectral response coefficients 8oa= 0.894. Sol = 0.388 Seismic design category D Response modification factor Rp= 2.5 . Ap= 1.0 , _ Component Seismic Coeffici VV �n� Fp= O�33p (sbengbhdeu/gw) 8. Details shown on the drawings are intended to apply at all similar conditions and locations. 9. Do not scale information from drawings. 06.0 WOOD FRAMING , 1 All lumber species and grade to be as follows: 2x Lumber Pressure treated Hem Fir#2 I AWPA UC3 (ACZA Not Allowed) ` 2. Framing anchors,joist hangers, post caps, etc., shall be by'Simpson Strong-Tie. Install per manufacturer's recommendations for tabulated maximum capacities with fasteners installed in all holes. Framing anchors attaching to pressure treated lumber shall be Z Max coated or hot dipped galvanized and attached with hot dipped galvanized(2.0 oz per square foot) or stainless steel nails or screws. 3. All bolt heads and nuts bearing on wood to be provided with a washer. Use hot dipped galvanized washers in contact with pressure treated lumber. 4. All bolt holes in wood to be 1/16 inch larger than the bolt. Do not ream or oversize bolt holes. 5. All nailing shall be per Table 2304.9.1 of the I8C. Nails called for on the drawings shall be the type recommended by the manufacturer for maximum capacity of hangers and connectors. or lags in pressure treated lumber shall be hot dipped galvanized or stainless steel. ~~ I t4 4 Job Name: ALBERTBDN'B#570T|BAF<D Date: 3/17/1C} - �. ` ��" Imm*u � Job No.: ti4 Client: Drawn: MC Sheet: vv py Structural *Civil Engineers S -I . 1 '4 .t,,5'44",1, ,f)cirb,,,/,<.(;;,1,," -��~- ~~- e4*3 SW Beaverton-Hillsdale Hwy,suite 210 Portland,OR 97221 ---~-~--~~� ph:503.203.8111 fx:503.203.8122 wvww.wmyi corn 0200eWov INC 4 401-0" (VERIFY) 26'-6'' (VERIFY) EXISTING 26i(c AT 6'43" O.C. EXISTING 261( AT 6'-5," 0,C. • --)N_ I I AS I --(i. NIP › AI cu-1 ..t) 1 611 lbs t-N -4- EXISTING 40G6NI3K EXISTING 24G6N 3K D ---, ._ 111 > I1--2" 41-4" TYF (VERIFY) ...t 1 PARTIAL ROOF FRAMING PLAN EiD S2.1 1/a" N 7...i-k\l' PROFEe: 4-,•,,,;; ;.::-.1-772),:,,ti.i71„ Job Name: ALBERTSON'S #576 TIGARD Date: 3/17/10 16842 e.\ eta,j*,....0 Job No.: 10022.30 Drawn: MC 071!ECON 1 Client: LCA Sheet: S-2 . 1 ...4„,, ..„.............„ ,0,„ .,'.41:5:1. cOct, IlriWDY Structural'Civil Engineers -,,,,,„ ,,... bra 6443 SW Beaverton-Hillsdale Hwy,suite 210 Portland,OR 97221 ,IMPEra,g: 12-7•,_-1.5 ti .:, ph:503,203,8111 fx:503.203.8122 www.wdyi.com 02009 WDY,INC 0 0 2T-1" (VERIFY) 40'-0" (VERIFY) EXISTING 22K6 AT 61-6" CC. EXISTING 22K6 AT 6'-f3" CC. I I I Allik Mr )---• Ail Fi Vir CU-2 LLI > I I3131b8 CP Alla (NI _ EXISTING 20G6N11K NW On TYP o EXISTING 36G6N111K 1E-6, '42, CY. (VERIFY) I I I u.i > -`4 I i • 1 , • 0140 PARTIAL ROOF FRAMING PLAN Ilk 1/5' . l'-0" A 14 If N --ii--r-tr:-:---, t.:Wa ti R Otirto g— ,4V4, l'A Job Name: ALBERTSON'S#576 TIGARD Date: 3/17/10 ,4 r.... 1.6g42 • — Job No.: 10022.30 Drawn: MC 0D,CfNI!411.11? Client: LCA Sheet: S-2 .2 ci,e. rilliNDy Structural-Civil Engineers bard 6443 SW Beaverton-Hillsdale Hwy,suite 210 Portland,OR 97221 ...... ._. __...—......------ ph:503.203.8111 fx:503.203.8122 www.wdyi.com 02009 WDY INC MECHANICAL UNIT DE3L 2xe, W/ Err" MFR. 16cl AT 12' CC. EACH PIECE. *10 x 2 1/2" WOOD (FLASHING AND SCREWS i9 24" O.G. WATERPROOFING MIN. (2) PER SIDE EE3**r OTHERS) . (3/4" MN. FROM EDGE) _ . (3) P.T. 2x12 x S'-0" W/ _ 111 (2) ROWS 16c1 AT I2"0C. EA. SIMPSON A35 Oil ail PIECE. CUT TO ROOF SLOPE AT 24" 0.0. EMI LOCATE OVER (2) TRUSSES EAC1-4 SIDE itorill • F.T. 2x12 x 0'.-0" FLAT *12 51-4T. MTL. I LOCATE OVER (2) TRUSSES SCREW AT 24" - REMOVE AND REPLACE TO EACH DECK INSULATION 4 ROOFING AS RED FLUTE (SEE ARCHITECTURAL DWG5) . ,--- -•, ( - f- ---- '., , . , -„-- * . /EXI ST ING -I-.- /// fRO OF DECK //,/ / I 12 \ . 4E11 CD 0 1,11 0 EXISTING / " -\ \ z;-- 7, JOIST ci-irn MAX. . \ , > 7' el , z ----- 1 S3.1 1" . Ii-0" • :03•::::__- Ctilt,N. '40 PfiatriN, Job Name: ALBERTSON'S#576 TIGARD • Date: 3/17/10 gtv.,;.I 16842 17.e.\ riviozic4tom , Job No.,: 10022.30 Drawn: MC ............_ 7—N OR. CONcli ; Client: LCA Sheet: -,/,,,,,--------- CN-4 S-301 "414'1 cow- rhArDy Structural-Civil Engineers .,,t Ilialla IMP MEI;:4 12- 11''IC?41 i 6443 SW Beaverton-Hillsdale Hwy,suite 210 Portland,OR 97221 ......---..—....-----.. ph:503,203.8111 fx:503,203,8122 www.wdyi.com ©2009 WDY,'NC. MECHANICAL UNIT MFR. , SEE 1/63.1 REMOVE AND REPLACE REPLACE INSULATION 4 ROOFING AS REQ'D (SEE ARCH DUJG5) _ 1 I EXISTING ROOF DECK EXISTING JOIST • 1" = ii-0" 51L1-1-Ci14-,,) 4:0'6 PH LOAN STpit:41; '4:\*reA (50" Job Name: ALBERTSON'S #576 TIGARD Date: 3/17/10 % .. Job No.: 10022,30 Drawn: MC i Client: LCA Sheet: CCi0 N' _.....,...„,/, IrliWDY Structural•Civil Engineers 6443 SW Beaverton-Hillsdale Hwy,suite 210 Portland,OR 97221 ,........._ .__.._ .....__....____.,, ph:503.203.8111 fx:503.203,8122 www.wdyi,com ©2009 WDY,INC • • MECI-IANICAL UNIT NN, E3''r MFR. SAME AS I/53.1 SIMPSON A35 Ili-Wil SAME AS 1/53.1 AT 24" 0.0. WA I MI EACH SIDE ,iv F.T. 2x12 x E3'-0" FLAT *12 5HT. MTL. p LOCATE OVER GIRDER SCREW AT 24" REMOVE AND REPLACE TO EACH DECK INSULATION 4 ROOFING AS RECD LUTE iSit. (SEE ARCI-IITECTURAL, DLUG5) , ..„,_ riii115-10. 11NE l."--X i \ i —1_1. 'A. ..L_ V_ i \ r ---L1 A__.[---1 1:- ___.____ /77- /,,/,L.... 1-- N\NN \ -, • EXISTING / //' .7 ROOF DECK ///:/ 7-//// I. 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V-- L. _ 1 I 1" *4:10 P R Oitik,_ •*'. \ -, 44.0/4V lAlfrn.:‘ Job Name: ALBERTSON'S #576 TIGARD Date: 3/17110 . i AO 04 • Job No 10022.30 Drawn: MC Client: LCA Sheet: rihnipy Structural Civil Engineers S-33 ......‘ 6443 SW Beaverton-Hillsdale Hwy,suite 210 Portland,OR 97221 ph:503.203.8111 fx:503.203.8122 www.wdyi.com 02009 WDY,INC. `� w D Structural• Civil Engineers Job Name: T s / . - Job No.: f 0 0';` Sheet No: Client: L--C A Date: ! 10 By: .. c.- : ? ;� ..... .....:. _._.... f4. -- r F } 9^, s L=- t� vr • 2-. .. ;.44 ,....-.. on ( :'.`""4w,: .-. _ ar ..f�r '�r. _ •� 3 , 4 o j ...J f tvx^° Y c„.." <°+f n. _ t w^`r'�h ;" { et'•nw°" °.,r"r S"N`T.Y'° }'sue - - - .. p �w 0 t ,, r C +r rw^ _ S._„<B <r+� - ,47 p_ocYP- goo -- "� c- yam' '-"' _ f ` a.. r 6443 SW Beaverton-Hillsdale Hwy, Suite 210•Portland:OR 97221 •ph:503.203.8111 •tx:503.203.8122•www.wdyi.com niAIDY• Structural •Civil Engineers illimilli Job Name: AL-E.,,F3.,y...-7S01.--SS '''7 - —I-1 C,,,,A?---12 Job No.: I 00'7,,,Z,„, Sheet No: % Clint: (_C A Date: #-. ) )0 By: t,-40_, -1 ' C}C) Vd. 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S T t-i 0.P-11:E.,4,3-1-- ' !ti:,-,......-4.7,,----,_A:L':*:-,;,.., : •-- 1,-)1_,,-.::)..! -- r, , 203-7.- (--: 0 - r) ,,,-7 n—1- ! -, ..„ . .. .. -,:•- — ,--or „ . 6443 SW Beaverton-Hillsdale Hwy,Suite 210•Portland,OR 97221 •ph:503.203.8111 •fx:503.203.8122•www.wdyi.com W D Y Structural • Civil Engineers Job Name: Albertsons#576 Tigard Job No: 10022 Sheet No: 3 Client: LCA Date: Mar 2010 By: MC Mapped Ground Motion (North 45.7 West 122.6) Ss= 0.921 Fs= 1.130 Sds= 0.694 Seismic Design Category D Si= 0.336 F,= 1.730 Sdi= 0.388 Seismic Design Category D Site Class 1p 1.00 Seismic Demands on Non-Structural Components(Per ASCE7-05 13.3) Ap = 1.0 Rp = 2.5 0.4*ap* SDS *Wp(1+2*z/h) (eq 13.3-1) Fp = (Rp/ip) Fp = 0.33 *Wp (use z h) Fp (max) = 1.6 Sips 1p Wp (eq 13.3-2) 1.11 *Wp Fp(min) = 0.3 Sos Ip Wp (eq 13.3-3) 0.21 *Wp use Fp= 0.33 *Wp (strength design force level) Fp/ 1.4= 0.24 *Wp (allowable stress design force level) YStructural •Civil Engineers Job Name: PJ 5 5-7 c12 c A .° Job No.: 0 2 �`?- Sheet No: - Client: C.,, • Date: 3 / 0 By: c" U ) _ . ... 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RE: ALL DRAWINGS RE: ALL DRAWINGS 1.0, 2.0 &4,.,...1,,,,3,.0 SERIES : iti"' 4t* NOT ALL ABBREVIATIONS ARE USED "` 1 _ l A.B. ANCHOR BOLT 1.D. INSIDE DIMENSION � � A.F.F. ABOVE FINISHED FLOOR IN. INCH .s-;• ,, & AND LBS. POUNDS 2 DETAIK----- TITLE ALUM. ALUM}NUM MAX. MAXIMUM ARCH. ARCHITECTURAL MFR. MANUFACTURER . .. rr r 1/2 = 1 -- SCALE BLDG. BUILDING MIN. MINIMUMv ,jre by r .1 RE: 1.0--8( REFERENCE SHEET (1.0),REFERENCE B.O. BOTTOM OF MISC. MISCELLANEOUS DETAIL, SECTION, PLAN, NUMBER (-8) BRG. BEARING M.O. MASONRY OPENING YxG A 4N--- t� CENTER LINE MT D. MOUNTED 1 . G f , BUILDING SECTION. CFM CUBIC FEET PER MINUTE N.I.C. NOT IN CONTRACT 3.1A-1 3.1 SECTION NUMBER C.J. CONTROL JOINT NO. NUMBER A CMU CONCRETE MASONRY UNITS NTS NOT TO SCALE SHEET NUMBER WHERE DRAWN COL. COLUMN O.C. ON CENTER 3. - PARTIAL SECTION DIMENSION CONC. CONCRETE 0 D OUTSIDE D PARTIAL SECTION NUMBER CONT. CONTINUOUS OPNG. OPENING 3.9B- CYL. CYLINDER OPP. OPPOSITE SHEET NUMBER WHERE DRAWN 0 DIAMETER O.S.B. ORIENTED STRAND BOARD 3.•..- EA. EACH PLTFM. PLATFORM DETAIL CALL OUT NUMBER ELEV. ELEVATION P.L.F. POUNDS PER LINEAL FOOT SHEET NUMBER WHERE DRAWN E.I.F.S. EXTERIOR INSULATING FINISH SYSTEM P.S.F POUNDS PER SQUARE FOOT FDN. FOUNDATION P.S.I POUNDS PER SQUARE INCH ROOM TITLE F.O.C. CURB/CONCRETE TO,MAIN SALE D.C. FACE OF CURB CONCRETE RE. REFER TO REFERENCE FROM ROOM NUMBER F.O.M. FACE OF MASONRY REINF. REINFORCING , 101 ` �. F.F. FINISHED FLOOR REQ'D REQUIRED DOOR NUMBER, RE: 3.8-DH FT. FEET R.O. ROUGH OPENING III (DOOR SCHEDULE) FTG. FOOTING SIM. SIMILAR FR--S FIRE-RETARDENT WOOD TREATMENT SPECS. SPECIFICATIONS WINDOW NUMBER, RE:3.8--WT, GA. GAUGE STL. STEEL A © (WINDOW TYPES) GALV. GALVANIZED STRUC. STRUCTURAL G.I. GALVANIZED IRON OR STEEL SQ. SQUARE �p�• SPOT FINISH GRADE ELEVAT{ON G.L. GLUE LAMINATED STRUCTURE T Sc G TONGUE & GROOVE MEMBER T.O.C. TOP OF CURB/CONCRETE KEYNOTE, EQUIPMENT ITEM, PER GYP. BRD. GYPSUM BOARD T.O. TOP OF SCHEDULE SHOWN ON THAT SHEET 0000 H.C.A. HEADED CONCRETE ANCHOR T.D. TOP OF DRAIN FINISH PER SCHEDULE SHOWN ON N.M. HOLLOW METAL TYP• TYPICAL 0 THAT SHEET HORIZ. HORIZONTAL VERT. VERTICAL HR. HOUR U.D.L. UNIFORM DISTRIBUTED LOAD COLUMN, BUILDING GRID HT. HEIGHT W/ WITH 0 = .A FINISH ELEVATION HVAC HEATING VENTILATING AND W.P. WEATHERPROOF AIR CONDITIONING W.W.F. WELDED WIRE FABRIC 100'-0" INDICATES HIDDEN CONDITION ABOVE, BELOW, OR BEYOND CENTERLINE, WITNESS LINE, LIMIT LINE, EXTENSION i E N LINE - E DEFINES LOCATION OF 4 3.5-4B INTERIOR ELEVATIONS. I SCHEDULE OF DRAWINGS II RE: THIS PROJECT 1.0 SITE PLAN ALBERTSONS STORE *0576 3.0 FLOOR PLAN 3,1 DEMOLITION PLAN C 1 CODE INFORMATION TIGARD, OREGON 3.3 ROOF PLAN AND DETAILS RE: 1.0-1 3.5 INTERIOR ELEVATIONS 3.6 FLOOR FINISH PLAN CODE INFORMATION 3,7 REFLECTED CEILING PLAN "" 2007 OREGON STRUCTURAL SPECIALTY CODE WITH 2008 4.0 PLUMBING PLAN U AMENDMENTS BASED ON THE 2006 INTERNATIONAL BUILDING CODE PER THE CITY OF TIGARD TITLE 18 COMMUNITY DEVELOPMENT CODE QQ F-1 CONCEPT FIXTURE PLAN (FOR COORDINATION ONLY)8 0 4 OCCUPANCY GROUP .....:...: M f'. BUILDING CONSTRUCTION TYPE I11--B, FULLY SPRINKLERED, V ONE STORY WITH MEZZANINE, SEPARATION ON THREE (3) SIDES.NOTE TO BUILDING DEPARTMENT (') al THIS PARTIAL SITE PLAN REPRESENTS ONLY THE ALBERTSON'S REMODEL PROJECT AREA LOCATED AT 14300 SW BARROWS RD, TIGARD OR 97223 (2S104BBO7900, R20755). THE PLANS WERE EXISTING �""� ° o E 1 PREPARED BY THE FOLLOWING FIRMS: _ `�-�' ``' ° , ". ARCHITECT: LUNDIN COLE ARCHITECTS, PC „ ,.. ' ` `" °PAR ING N 1 !,NO WORK w � �- �20$ SW STARK, SUITE 200 (" 0 o PORTLAND, OR 97204 ri.5.................. tom.. t�." c� cm PHONE: 503.241.3174 . �' O`} u?FAX: 503.241.3186 `:e �� � �OWNER: ALBERTSONS INC. ° - °- GEN ER AL OFFICES 250 E. PARK CENTER BLVD. . c� "'BOISE, lD 83706 o . ��' ,���' r © N 1.PHONE: 208.395.4711 CV FAX: 208.395.4103 1%. ♦ o ,y 'Q b -.,CONTRACTOR CURT FAUS CORPORATION 1 0 ¢ b~ �1 , �,O -5775 JEAN RD SUITE 105 �■ may`- �- LAKE OSWEGO, OREGON 97035 �`�' .. 4 C 0 CD PHONE: 503.699.1103 I r °FAX: 503.699.1106 ' A O'er '� 9 •"' ,..OREGON CCB #149775 �' H w r r r A r' a V J - `p h 1 t i 1 ir 1 1 1 o �� :: r.. ..,,,. ,.,a:,, ,,..,-v x xv. ..,so-. ,I_. _ ..:.: ..:. ... ..:..: ..... ,... , ,..:, „u. ..,., .. ..�§ -[x. j 3 98SFT. 3 .5 , � 9 9 » „ ^_ �__ ,_ < , . ,- of w SQ. ,.. , x,: v ' oe s;�� ,kT-.,m-.. , mow +.x�. r a- >,. t'j ..... ... .... .....«�sax...,4� ,..,-.-.t.v.,=u .�.. .. .... ....,,r, . ,r 5:i:....... ..,: ,,..... ....- .., ,..... d...., .�. . .,.... ... _.. ,,. t' .,. lw._. ;. • EXISTING STORE AREA ... ... � U ) f...:.F.. ,.... 4 t <..::N fe�r+:'...m ... »: ,.. � 4 v 4 •, 2` ,...y. ....,, ,.. _.. ... x„.. �; ... if N4 �,#r ``�„\. 0o•g C:::::: : BREAKDOWN A FT. : V)FT. ..: Z O' ill, i ... 0004..-i it ai) L.- < 0 L- �`''''':;.,. t _ / ,, s. -,,, - - , „ (f) CO L..1 , USE S.F./FACTOR OCC. LOAD %,',\. r i 11- ......1 ' C KITCHEN 3,492 AT 200 18 0 (...) OFFICES 1,852 AT 100 19 •! t fJ STOCK ROOMS/STORAGE 7,400 AT 300 25 1 STORE-RETAIL SALES 27,254 AT 30 908 ---- CD f'.) Co � TOTAL BUILDING AREA 39,998 SF ...,,,,i z TOTAL OCCUPANT LOAD 970 g4". EXITS REQUIRED TENANT IMPROVEMENT AREA MAP " NOT TO SCALE NUMBER: IBC TABLE 1019.1: NOT LESS THAN THREE EXITS FOR OCCUPANT LOADS REMODEL OF AN EXISTING r EXCEEDING 1000. THE OCCUPANT LOAD IS DESIGNATED AS 970 (SEE ABOVE). NORTH (3) EXIT AREAS ARE REQUIRED, (4) ARE PROVIDED. WIDTH REQUIRED: 970 (OCCUPANTS) X (.2) = 194 LN. IN. a h Bing TOTAL WIDTH PROVIDED: 228 LN. IN. RETAIL 228 LN. IN. REQUIRED 194 LN. IN. PROVIDED STORE ti , DATUM FINISH FLOOR ELEVATION 100'-0" APPROXIMATELY 39,998 S.F. Rs REMODEL SCOPE .• THIS PROJECT INCLUDES: ■ 1. REMOVAL OF VIDEO DEPARTMENT INCLUDING DEMOLITION OF NON-BEARING PARTITIONS. - F, m 2. REMOVAL OF SUSPENDED DECOR ITEMS AND INSTALLATION OF NEW SUSPENDED AISLE MARKERS AND SALVAGED DEPARTMENT SIGNAGE. BEAVERTON > 3. REPLACE TILE ACCENT BAND AT SERVICE DEPARTMENTS. PLAN REVIEW 4. RELOCATION OF EXISTING SALES GONDOLA FIXTURES AND INSTALLATION OF NEW EXISTING RETAIL L FIXTURES/EQUIPMENT SOME REQUIRING REFRIGERATION, PLUMBING, AND/OR POWER. D 5. REPLACEMENT OF VCT FLOORING 6. EXTERIOR CLEANING AND FIRE LANE REPAINTING 210 03/17/2010 cz,,d \. 21 e'<'c REVISIONS DBDESIGN BUILD _ �S Ar.r. I Q CITY OF TIGARD THE FOLLOWING PORTIONS OF THIS PROJEC T S HA LL BE CO NST RUC T ED US IN G A APPLY APPLE GRAPHICS of f �wV/fr, Approved 1wwi� • Cww Conditional A P rovedw., . w � I 1 DESIGN/BUILD APPROACH: OVER ENTRANCE DOORS See Letter to: Followw.,, ....[ I A .1._11,... ...,. �. � 1. MINOR ELECTRICAL MODIFICATIONS • s 0 4 44 : 2. PLUMBING CONDE NSA T E A N D WASTE PIPING ..-: a° � ALL DRAWINGS REQUIRED IN ADDITION T O TH OSE HEREIN SHALL BE BY TH E i i LOCATION CONTRACTOR. IPIP,. Ad .• De 1 PRESSURE WASH SIDEWALK 48 PRESSURE WASH HRS PRIOR TO GRANS OPENING FRONT ELEVATION 1111,......„ � � � A�?pi'OVE'C�•�}�c'��'1'S � shall be on fob site. , T •GENERAL NOTES .. , GN �► +i A TIGARD _ I 4..... 4...\. . tip „ .) _ OFFICE COPY I I f 1 1 � \--....i 1. ALL SITE CONSTRUCTION IS EXISTING UNLESS NOTED OTHERWISE. �, �, �, �, �RAWN PROJECT 2. CONTRACTOR SHALL SECURE ALL STAGING AREAS AS DIRECTED BY ALBERTSONS N N \ N REPRESENTATIVE. PROVIDE 8 --0 HIGH SECURE CHAIN--LINK ENCLOSURE AND I -, BJS C}'�AB02 LATCHABLE GATE, TEMPORARY NIGHT LIGHTING, ETC. DO NOT BLOCK VEHICLE CHECKED DATE OR DELIVERY TRUCK ACCESS TO ADJACENT AREAS. PROVIDE ENCLOSURE WITH ��C a3i����o REPAINT RED FIRE \ VISION SLATS IF REQUIRED BY ALBERTSONS PROJECT MANAGER, CONTRACTOR ' ` SHALL PROTECT PAVING AREA WITHIN STAGING AREA FROM DAMAGE DURING LANE IN MAIN DRIVE \\\� - - � CONSTRUCTION AND REPAIR ANY DAMAGED AREAS AFTER REMOVAL OF S AISLE, TYP < ENCLOSURE. ' , SHEET TITLE • • 1 \\ '\ `\ 3. PARKING FOR CONSTRUCTION RELATED VEHICLES SHALL BE RESTRICTED TO _ _ . _ _ SITE PLAN c ipploppo.... ...■AREAS DESIGNATED BY ALBERTSONS. VERIFY EXACT LOCATION WITH ALBERTSON'S VICINITY MAP S GENERAL PROJECT MANAGER. \\ x'•\ `\ NOT TO SCALE 1 4. ALL EXISTING ON--SITE AND OFF-SITE DEVELOPMENT TO REMAIN SHALL BE I INFORMATION EXISTING NORTH PROTECTED FROM DAMAGE AS REQUIRED. PARKING - (' ' rr ' U •t y 5. CONTRACTOR SHALL FIELD VERIFY LOCATIONS, AND PROTECT FROM DAMAGE, ALL NO WORK ��^ • ` C EXISTING UNDERGROUND UTILITIES WHICH MAY BE IN CONFLICT WITH NEW WORK. • ' is---- -----5 SHEET \ 1 I NOTE: DRAWING IS AT SCALE I INDICATED WHEN SIZED 36 x 48 I NORTH 1 • 0 ki DRAWING IS AT HALF THE SCALE INDICATED SITE PLAN �Ii►'� WHEN SIZED 18 x 24 1/16" . 1r-o" 1 \ - 1 1 f ,ctOD AR:o ‘ed4 GN GENERAL NOTES two tt. . .4., . v.i, . c) PORTUM,OFEGON *, 1.704, 1. SHELVING, CASES, AND EQUIPMENT REFLECT ; OF Ods POST CONSTRUCTION LAYOUT 1.. 2. EXISTING, NEW, RELOCATED/REFURBISHED, AND ( \ SURPLUS CASES SHOWN AS FOLLOWS: _... : EXISTING EQUIPMENT TO REMAIN 0 0 . 0 3.9 4 5.9 I , 8 C—_—] RELOCATED EQUIPMENT OR REFURBISHED 6.,� -: � SURPLUS FUTURE EQUIPMENT i 1 NEW EQUIPMENT ! I I l I ! I COORDINATE WITH F-1, FIXTURE PLAN. I ! I 3. REFRIGERATION, WATER,WASTE WITH POWER, SERIES • l". I I REFRIGERATION DRAWINGS. 4. MOVE/ADJUST SURVEILLANCE CAMERAS AND I ( ; I I I MONITORS AS NECESSARY TO MAINTAIN I ! ( , ! I ( ! ! CURRENT COVERAGE AFTER RESET. CONTACT FOCUS MICRO FOR FURTHER COORDINATION. I I H _ _ _ _ _ _ _ ._ _. I _ _ _ _ _ _ ,_ _ _ . 4- ,,, ; , 0 i: =�i•____�____ .. ;' EN6LOSED DOCK I I I I ^ 1 0 _1__, ! 1 ! i mi REPAINT DOORS/FRAMES ( RESET EXISTING FIXTURES AND ELECTRICAL ROOM AND ADJUST TO INSURE ( REPLACE ACCESSORIES AS ( I I I I PROPER OPERATION NEEDED. PROVIDE NEW CERAMIC 13"t [ I I I I , TILE WAINSCOT PER 3.5-8 ( I I "-_ ,--_, _ _ ......►.. f {' GO SECURITY ; ;' II STORAGE I ! EMPLOYEE " " X21_ I I RESTROOM I RE EIVING AREA ,--‘.-- ,, I I I I I I I SERVICE I I REPLACE ACCENT TILE BAND I FLORAL CENTRAL BLOOM BOX DELI COOL R WHERE VISIBLE FROM DELI SALES PREPARATION SANITATION I1T1I M `�, �,,,- 135 AREA TYP, RE:3.5-6 AREA ` 124 - (( - 132 i i ?; FISH JL---- _ 6 '`. I ; OOLERFISH ;;;;; ' ;,',;;; .! ( _ ) Rt f`' !1' L _ C'..r.._.. - '.., _.,. — �� -- _ ..,_. _ _ _ _.,, 1 _ _ r COOLER _ _ :_ _ I I;;i; : s:I:I r;1,Z ! ' i _,_.i_ _'- _-- _ --'-__'_--,. I , -' -- t , I; ., SER Ci,:r , �-i J ., _, ,; —a; , i i 1 I ,I J ' ' t ALCOVE 1'----; _�.,�, I -='-___ -_- -- � _, , , ,VI DEL n WORK AREA 119 • rn }- J _ I I _1 133 1.-'' I , DAIRY & , I V MEAT UT WRAP i EAT & DELI CO LER ra T r„f Q i ... ,� �, _., GROCERY FREEZER BEVERAGE COOLER !♦♦T � 126 t' 128 1 9 � ♦ ___.r)1:*: : ;i ,... s__ _ ■ 0 4 AREA aria” C_ .,,� I , ; I• r.: - _ rl �, ' , ;r ,r ....,'I _ I 471__ -f7 Tai-1-��'T I--- - 7,13�___'__, r _� .. I: i___ • _ li 14, .�. .....�.�,• ..�.. _ ..�. ': _ ....» _ �.� �..� .�. ..� ....� aaa.a. I :III- ,.fir. .a..a. 1. i .a.ar. 'air* —" — 11 I 4''''«�t;i•,i; ry r i""; I I,r :,.... ...�. ...., �.., .._._.. �f _..-- - Y, --�-- - -r.*a---�.+•-- -- .-'�.. ---,+�•--- 7,...- "---' .�. —.�.. ...,. ..a... _..,� .� ,. ,, 1 i4 ii F i wSw Mll�rrY i s'F f^ ^^^', _ armor _ , t y-^1 elimiE, ---- - - r f „y Li II ; { ;; ' :11-1711,1111._' -',1,111711,17;a_i_.i'■ ,'-. t_..,..,.__:_____LL,.__a..u; 1 I ; i !Lip:1_34±31"::::i, _ • Al__ ___, V)i _ ,, - ?, --„=-= - - -- =_-_-,-_-_-_„---------_-,,---------------”- I I 1� i ;; ? n ' i i I ' -_•-.__--•• ' - _ ..__-_.. JJJJJJJJ: • �w 7,40,4":"`- - -\ ■ I I PROVIDE U DERSLAB SERVICES AND I I SERVICE DELI III E © o 11301.0------' PROVIDE WATER & POWER TO SERVICE ( FALSE CO MNS AS NECESSARY AT I SALES AREA III 136 N N o NEW MISTING SYSTEM SERVING MEAT & FISH / I I NEW FROZN FOOD ¢ASES, REFRIG I I i 134 III I C"'�1______t(3) FISH CASES. COORDINATE 118 // tEU_\ DELI CASE , AND E CASE ENDCAP. !WITH REFRGERATION ///// CASE R FRIGERATION ,;..,�I PRDE EVCHING CONTRACT R 6 5 4 3 I �I < ..., ii,el �__ >, �\ f, I _I I/ WATER F RNEW / r /' `, 11 0 9 8 \`' , \ , \ , , , ,X11 /// AT ASES �� / ! Q ME /FIS d �'__- 4--- , j ' _ \ __- _- y ' ' ` ' - ' - 4 :\ =_ ¢ u- �� / SEE REFRIGE ATION 14 N. f I f 1 1 2 A 11 1 Q °- �- I' '' EXTEND CERAMIC TILE I ' - ' I- --I . ii i I-I _ �, _�, L_ _a 1 , ,._._ _.. ._. _.. _.. CU �'WALL TO NEW FISH 1 16 / \ I I I I �, �'., CASE AREA = ,^\ I I I I I ( I I I I I i; I COOLER \ / \ L , 1 I T / ■ L___.1 I- —1 it 7 -•�- 1I ! I I I I I I II I ! ( I I III I I I I I I I --- i • EXIT 1 I I I ( I I I I I ,; i 137 ;_1,f_ } C r , 119 `.." I_ I-- _ --I `` `_'� ! ! I ' --; --- ; F-it-I _._ - , _-- ; �"'"'1{ I I I I r I i _ I t • II I II I I I I II I I I _ _ ,' I I Ii I = Q... 601....1._I L...., 0000.i I—_.,, 1 1_ L_1 ,..I.. _ ,' 7 .....� 1�_.. _.. ...� ;:; 1 { AREA sALE I I I I I I I I ( i I I I 11 I L- n - " i I { :' __ • t.f)-0 F--- . , r___ 1 .117 r--ri I `•-i". 1- 1 1-_ ....r-1 r:._, ....1 _ F ' ' -- I ( I I 1 i PIP �; 2„.11. f...)I ! I I ! I I I I I I i l I I I t,. I;; I I 0.. ! , . I I I I I I z ,� Ld! !!.._a H. �... 1..,.. 1 L......... �- _ .�.. .,. �.� .,,.. i...- ;—a -�.- a.. �.. (r _ i 00-00 a.._ - _ loorAliii-' ��� _ .�. .� �. I I I I` I wl I.—II—.I L _..: r it L"_.: I „ I ...).X' (an I I 1-1--I I I — , • I I I I ( I I I 1- I I I �'' O C�L _I LI L"_I _I I-- 1 1- --I 1.—li-i ,,. I I!,,,1 L ;I—I __.. , 1 Simes 00,o' -©Du ... I I I I I 1 I I I 11 I 11 I I I I I WORK AR (,.41,#I) t::T:D w I— —1 :,. , ----, 7-1 I I I 11 I i I (I I I I-1t--1 I _______ �` T { I I PT 0 ( I II I 11 I r (�! CJ..........1 1 . ,1 ----'1 ,......._i I I 11 ___ _, y W--N) I I I I I I I I ( I I ! ( I 11 I >-y 1; , ! 0 Z „ ,. 1.-' I PO 0 BEER COOLER q ! , I I I I I I I 1 I I:ç: I 1 r '; ; ; I , _ �► I 1111111111111111111111111111111111/ CO 0 �, � II/IMuI� ,,, , ,, , -I -I --,I I I I I I I I;. 1 I I I �.. _. I I 1 I_ -1 1_a ——I 1._I _i I , , �._._ _ I.....„,) I I I I If I i I., . :11, , .,,I ( I I I i I ( 11 , - ,......_i 1 1 „,. I I =tea - I , r I RIIIMMILI "" 1 I''''.. Fl 1"".'. F.-I [-.-1 r-. 1 {!!! ,..„ , , . , -_, ....... I I I I I I I I I I I I I ! I ',rill FAL ■ I.7 I I I I I II I I ! I 1 I r I • I I I EA , I I II I I 1I I II I , I ;I I I BAKERY fiFif �.... I _ ( n_I I� i PRODUCTION f I I- 1 �� r : - . - i ---,,., .,... ...T _ _ _... 00_00 _ �.. _ _. .� _ GO 1 ilk Ilk _ _.._ ..._ ._. 0000 ,,, -,_ ^— "���— -e--__= r- - c- {_..-\--:-/7 - -_1 7 1 I i ;-I , ;; ,, I I I I_I \ / \ ! - ra a _..d +,.aid t ,,: --') C _-7 ___-7 ---7 C _a._ y r-__'7 ---7 V V ; V r`_ 7 ___7 ___7 �� C___7 ‘----7 �� r---7 ;; .�' r, -El : - V V V V V V V V V V V V ; ; I I 16 ! 15 14 13 12 ! 11 I`` I 6 5 4 3 i 2 �"'��' 1 i� INSTALL NEW AISLE MARKERS 11 • `�' AND WAY FINDING PROVIDE POWER AS REQUIRED ___ ' 000_,0._ - _�- i==,�; ` I THROUGHOUT STORE. MAIN SALES FOR RELOCATED/ R FURBISHED ii,, } COFFEE GRINDERS. COORD WITH C .� 11'7,,y FIXTURE PLAN 101 PHARMACY ' _ II ' Ii I y PLAN REVIEW WORK AREA '11 'i I I I I I 1 ..._ I 4°44 „ . , 114 II I ! I l I L't-,t I—� Ij 'i 03/17/2010�T► .I 1I ,, r, 1 r, / RY ;11 .�,. . r; — — wRK REVISIONS _- •II; �� AREA �■_ 0.000•• , i 141 AFF;EA I I I I I I I i r..._i i I J i__l __�_a ii I FLORAL �'iy�'-- �,, � 140*MO 1/11 , 1 'f---}�--T- � I �_ tl I I I I I I __.. ( I I I SALES AREA �►'� ,�'� I I REPAINT DOORS/FRAMES i 151 �� � 1 *11104*Iri AND ADJUST TO INSURE ; Q VESTIBULE 0000. I-__.._ �' 108 PROPER OPERATION REPLACE ACCENT TILE CUSTOMER PROVIDE FALSE COLUMN NEW FLORAL PROVIDE ODIFY BAND IN BAKERY '``` - ,: ^_ii ii_^ `-� r -- N_ _ SERVICE BOOTH I REFURBISH CHECKSTANDS. AT MINIMUM 1 AND REFRIG/POWER FOR DISPLAY TABLES REFRIG/POWER I =I SALES AREA TYP,AIM A NEW REFRIG CASE AND FOR NEW CAKE !l RE:3.5-5 103 REPLACE ALL BUMPERS WITH BROWN AND N EFR G R RECD D _=___ I CORRIDOR ( I RELAMINATE ANY SU FACES WTIH EXISTING I RELOCATED FLORAL CASE I1 '. II PROVIDE POWER/DATA INSTALL NEW GUST. /"' -1151 ATiolT ' �f'�� i�' ;'.....`.°..."..� COOLER CORRIDOR STORAGE PHARMACY rT 107 I_ AS NECESSARY FOR SERVICE COUNTER. / REFURBISHMENT PARTS SUPPLIED BY ; , i i 143 I 145 RESTROOM �I '- t=. OWNER ;I ! { {• _ Iiii III _ RELOCATED COORDINATE SHOP J I i 1E91 ' ' •- I t.-_ i--_.. I ,0000., __ - --4- —,_J I. ' - 1 1 ■ C EQUIPMENT DRAWINGS-= WITS# _ WOMEN MEN'S PAYSON MILL -` ; __ _ .Y�Y^,��,,...•,.. I i ;i t r I - T T T T T T'^T - II I °) II ENTRANCE _ ;Il__7 ; __ �___1 , - - BAKERY RESTROO' - REST ROOM _I ALIGN azam.L_ -- r Ir r . it r ..i _ _ 11 " 110 109 -� - - - •- - c -' _,�. I 102 t;, TORE ;; C �� .�....�... I =i i if FREEZER; , „ FR T EMPLOYEE 11 m■im•► ■■ ri �,J II II ENTRANCE Il' DIRECTORS OFFICE r� 142 r BREAK RIP441,4611111111:Allr" LOBBY . I STARBUCKS I! i II ALCOVE ` '« OFFICE _.,F; i F; ; i._,_ .0000. n �/ (.�1 SALES AREA I . 1 105 II i ii ,i_.. 149 ' 47 RI146 11 1 t {1 ;; ILE } 1 i —i 104 .. ;Lk, t 3 ICI i=t 1.4 ( I ° ;; _ J---------1_— !__.. . I - 144 DRAWN PROJECT _; i. =_= 1 N It ' , __T 1 ; � R.:v�"I girl ` I .•., L_IL Imo. �k... ��►. ��� _ '�'1-'- -- :■ ;i -_-. . '1 , 'ww a'Jaae.:as 3.. 0000..«_'_v__.te_ aetiiiat 1 :.._1' 11 I "NI iii ��r.ri.�.� — e�1� a.■. . ► . " `' ..•� U .,_ B RESET EXISTING FIXTURES AND I' '� EXIT INFILL DECOR AND FINISHES �� 1 1 i CHECKED DATE WATER HEATER REPLACE ACCESSORIES AS � �''` TO MATCH ADJACENT EXISTING ;=- 1 1 ` „_-_ I GEN CONTRACTOR TO COORDINATE WITH ■ JCC 03I17/10 CLOSET NEEDED. REPLACE ANY MISSING 106 LOBBY SALES AT DEMO'D fi LOAD KING THE RELOCATION OF EXISTING 111 HARDWARE ON TOILET PARTITIONS VIDEO I CART COMPUTER SHEET TITLE IN WOMENS RESTROOM AND i NEW 4-fi TALL METAL COFFEE KIOSK. GEN CONTRACTOR. STORAGE ROOM STUD WALL WITH GYP I RESPONSIBLE FOR EXTENDING UTIUTIES REPLACE ALL PARTITIONS (AND BD BOTH SIDES & GATE ! WHERE FEASIBLE OR PROVIDING NEW 150 148 ASSOC. HARDWARE) IN MENS NEW METAL STUD WALL RESTROOM. W h GYP BD BOTH I UTILITIES AS REQUIRED TO MAKE ALL FLOOR SIDES & GATE I RECONNECTIONS _ ! PLAN NEW COUNTER, SHELVING, • COORDINATE ó _ -'ø ,�, ,,CAON AFE ._.. �. _... .,_. _ _STRE NGER LE- _ �{ ' A SHEET NOTE: DRAWING IS AT SCALE REAR INDICATED WHEN SIZED Z AIL 36 x 48 FLOOR PLAN LEFT O IV RIGHT DRAWING IS AT HALF di 1/8's 1•-OH THE SCALE INDICATED FINISH FLOOR ELEVATION 100'-O" FRONT WHEN SIZED 18 x 24 3 • 0 r ' : a __r / 034)Ake d& d ,"*.A v Ant COI t° CI , ...4,:ampa.. 4, to -,., , GON , rier4 97 910 \.. J c 0 0 0 0 3.9 4 5.9 6 6.9 0 8 6.1 I I 1 I { I I f 1 I 1 1 I { L : H' I I I I 11 I I {F _____, i______ -r ! I I I I I -� I I I I ! I I.......L„._ _ ....... _ ____ 0 I I f f I I I II EN6LOSED DOCK ! I I I 10 1 I I 1 ! _ I I I ` = I I I I I ELECTRICAL ROOM 1 I I I I I { 1 I f 131 I I ! 0 SECURITY CENTRAL STORAGE SANITATION I I I EMPLOYEE 121 r I Eal RESTROOM RE EIVING AREA I I -----Y I 123 I I 101 I I I I SERVICE I FLORAL BLOOM BOX DELI COOL I I PREPARATION 124 135 AREA FISH I 132 COOLER I__ I 1 f _ • - ;; ..... _ --ter ii: ,... .� ..... _ �.. ...� }.I ...� 120 COOLER I I I SERVICE DELI I� _ _ - _ _ , I I WORK AREA ... I "" A I 1 DAIRY & I I 133 I MEAT CUT & WRAP MEAT & DELI COOLER �..... GROCERY FREEZER BEVERAGE COOLER ! ,_---2 „..j 0 t I 125 126 128 1 129 FISH Illi COOLER _( { t I . ALCOVE a `�-�"' I 4 I �, /'�{ I I I 1 1119 r _ _ _. I ' Ct_i_____ .. r - - - Z I 1 iz: 1iJ1i I IfLJI 1 r , , i I V) JI , [._._2 L:- 0-----'4 ., 1 i �► "'- DEMO ELISE EXISTING SUSPENDED — — — EXIT_ _ _ _ _ _ _ _ _l__ 1 _ _ 1 _1_ 1 1_ i L _l_ 1 _ 1 1 _ mmorriorm I CEILING SYSTEM, SUSPENDED WALLS, AND r i I r I I r ( I 0 ,1,0E L (1 136 h M o I...! I r/ •0 HALF WALL TO ACCOMMODATE DEPT I I I I : !�� • , I I I I I I I I I I I I I 1l I i N EXPANSION, DEMO EXISTING AWNINGS.I f, ,• SERVICE DELI -_iso w rn �- REPAIR/PREPARE SURFACES FOR NEW I I I I I I I I Nr o I �► '� FINISHES TO MATCH (E) ADJACENT. I DEMO/REMOVE SALES AREA __ i 0 2 1 1,% / SERVICE I L T-1 J �— L n 1 r't, I ( EXISTING AWNINGS t I I V $ MAT FISH """"`" EXIT ♦ \ 1 E & S I I ....._ I I I r 0. 1 H4J.JII c qp i r 1 I 1 I O C fr +�r� te.. __ w�wwr► Nww�r�� �� u I it 1 i � I�/ 4r .ri ".7 r�..� `��1 Lam. rri•I I it Q - �-- I I I , I I , I I 1 i.�_ _ ,...L_ �. �� �� L.. .= :1 � an�J I I I CAP TABANDON POWER ER �'"" ° N '-I--�'-( I I I EXISTING COFFEE GRINDER PRODUCE 0 o L—J L_ -J LacATI©N COOLER �`"' 'I I `'�" DEMO EXISTING DEPT I , r___........,,.1 _ r_...,.__,I C.7 1 I I I I RELOCATE GEXISTING OVAL I 1 0 �..� �._._......_J L._,..— ""'" "_"" ""`"" TO NEARBY SUSPENDED t7,) eL WALL. TYP OF 9 c--.,..._____ •--- I-- WINE SALES L I ,_.1._ . •..l._ •..•i..• �J,... ..._L. ..._.L.. ..�1._. I .....L. ..�..L.. ......i J I— ....... • - . v) V 1.1 AREA -0 117 ' -'-i I �...�-,... I I I I-`—' I I I I I D L..1 r T T T T" 'T" '"'T""' T" T" T' �r T T"` T T' (....) Z LL i i D ._...L._ _J_ .�.l... ..._!._ .�..J._ ....,.L. .,�... .,._LIMO _�.L ....L. I .....,.1.... L..L.. .._1.... ,..,..I -I-, tl} [7" I -.us E" I REFER TO SHEET 3.8 FOR I 1-- 13--- ...•■--+I DEMO/ REMOVAL OF VCT I •••.., I I I Z CL FLOORING AT CASE I DEMO/REMOVE EXISTING L. ` I RESET I I 1 ! ........ ( 0 Le I SPECIALTY LIGHTING PRODUCE ....�. .. .�.. _.... -.—�-- ---- ---- --- — �.__�_. WORK AREA W I — �,�, 138 bj LL 1 1 IJ .. 3 CE V) (...) '\ ........-.1 I M� REMOVE/RELOCATE I —. 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'r-____-1 r————, I I I� I _ J I I -� T -� .. • . J __ J — -I __ J r i'' ' 1/4„,_EMO/REMOVE I I ( I { I I ((EXISTING AWNINGS I 1 I i MAIN SALES a.,1 r r 101 r-, i '''' r -\ PHARMACY .T,.. .,,.,r,.,., _T,,,,. Is... ..�..... ...-, - ■-- --- --- --- -I--- "''�•. DEMO/REMOVE PLAN REVIEW WORK AREA 1 I [I-!.,,_, I EXISTING AWNINGS I �' I I 1 114 F:: : 1 _L I....�. �.,...�INOM il..IMPAI .,. .. .110 I I J _ I "� I I .._. ._.... J I ""1 03/17/2010 HEALTH CARE I �■ j * ? �, 1�_I SALES AREA .....� Q�,,�� u ti �r v BAKERY II II I .--. SALES I I BAKERY •L-cJ: I r 115 I ! I ju AREA --- WORK REVISIONS I r t` !„ A i I I ....c .. T.. �'�.'""' I I I 141 I -•- II I I I I .. !1 ( - _ - - 140 L .. -1,– 1.11111111. 011111.11140/1100 11111111111•4111111.0 I H1 -1 1 1 1• { VESTIBULE r- REMOVE EXISTING SUSPENDED WALL, L .� I I I I - -- - ,_ _�� ! _-1,1 (7---- 1 108 ALUMINUM WINDOWS AND STUD WALL CAP/ABANDON UTILITY ! 7-7 t r I PARTITION BELOW WHERE OCCURS. ADJUST «'USTO ER LINES AT EXISTING ,,,,,_,� I I 1 I GRID LIGHTING AND HVAC COMPONENTS I SE V/CE soon?) COFFEE KIOSK TO BE Jr II I REPAIR/PREPARE SURFACES FOR NEW DEMO/REMOVE WALLS AND /03 RELOCATED CORRIDOR 11 I RECORD I CORRIDOR I I FINISHES AND FINISHED APPEARANCE 1 ADJUST/REPAIR ADJACENT I __ _� __ .- I PHARMACY 107 II '� �—�- --- r COMPONENTS 143 w 1 . I STORAGE RESTROOM ' I ___. h... ( 145 (--- ""1 113 t _ _ _ ..� LOBBY- SAS r--�- A — — — — 1 d iT WOMEN MEN'S R r ESTR00 - - RESTROOM --- --_-, --_ —— AREA '""" I I ENTRANCE I I BAKERY I J �"""`► �"' FREEZER I t li Q I 44 104 V I 102 11 STORE 110 109 ...0.,... ..� >_ _. ...,... ,. EMPLOYEE T I .1 I , 1"1 I I ENTRANCE DIRECTORS OFFICE 1 I , 142 BREAK ;' ::L :1::t:D5 �" ' ALCOVE OFFICE OF ICE i __ I I L1JIJ . 146 1 ni -i 149 1 I I 11111 I� LE ROOM 1 144 DRAWN PROJECT n � _ . �...��.. i . -' hiBJS o�AB02 J )1\ WATER HEATER I I CHECKED DATE CLOSET EXIT I I JCC 03/1.7/10 111 106 , I CART COMPUTER SHEET TITLE DEMO/REMOVE SLIDING ( STORAGE ROOM � 150 148 GRILLE AND TRACK, I SECURITY SENSORS, AND DEMOLITION FIXTURE SHELVING. t I REPAIR/PREPARE � �� _ _ J _ Co PLAN SURFACES FOR NEW 1(-----N-;ti 1 1 1 1r I ri walk 1111, a, 1 i 1I FINISHES. .:.... _ - - - - - - ,,,... --1 111W_j A 16.411° ttusfrAir =11 SHEET NOTE: DRAWING IS AT SCALE �� INDICATED WHEN SIZED r \ 3fix4$ DEMOLITION PLAN LEFT RIGHT DRAWING IS AT HALF 1/8 1 -0" _ � THE SCALE INDICATED FINISH FLOOR ELEVATION 1001N J WHEN SIZED 18 x 24 3 • 1 FRONT 6r e11410,,A AMC r tP,,,,,,,‘ 4Il UPIlk 111■ Z...71 0 mil NrA 3796 4,,.& vrAv . OF 01/414.• 1 T . 3 TT 5 TI? 7 S f I I I I I I I ! I I I I I i I I I II i I I !! II I I �i �nirNBmsona r ■ --1 4 . I I I I i , I I I ! I ! I I { . JO 11°1 I I 1 1 r�>Ir�.1.w.rrw■ilrrrr�r<it..r _ wrn�a■�iwdr�w r■I�w I I I � iN lei i riiiiwiiiir • � i�, i. rrri k i�i�.,dirumm. aim ver — 0 .L 1 • 1 I I I 1 i i i i I I I 1 1 I I i I } I i I ! it I I a l I I I } 1 I I • I I I I I I t I I I I I I I i { 1 i I I I I Ii I I III I I Ink 1 i I I I I I I I I I I i I I 1 1 i I ! I II I I N I ( I I I I { ! [al t I I I I I I I I I I I I I I I I I I i I I I Ii R I I I I I I I I I I i t 11 I 1 I { I -- } I--- -'—i` #' t I I --}----- -I I 1 i I I [ I. I r i ",..._.. .._._._........_..........._..! _._. I NEW 12" x12 ICI 41) CURBED OPENING , I _ I I I I I I I I I I I I I I I I 1 i I I I II 1 1 I I i I i I W/ PIPE HOOD 10. "I * " I _ I I I I I I I I I I I i I I I i , I I II H I I I ►_� I I t'H I I I 1 i I I i I I I 1 I I I i I i t � I ! I I ) I { II __.�__. I II i I i L__ _ I �_._. II I 1 I I i I I I I I I I I I I } i I I II•--- "' -- II ! I 1 I I ! I ! I III I 1 I r - 1 t I i I - I 1 I I I ( [ i I ! I I I! HI I I t I I I I I I 1I!!� 11 I i ( I I I I ( I ! I I "- I I rl i I i I I I I i i I i 0 I I I I J I I I I I i I I I I I • i i °- T- , T r"i~'" I I I i I I I t I I I AREA • I I I tN W) ROOF IMOUNITED I I I I I I I I i 1 I I I i I i I i 1 1 I i ! I I I i 1 .._ OF WORK I I I I COORDiNATIE I I I I I I I i I i I I I 1 } 1 I I I 1 I I I I , i I � NDEN�ING 'UNIT, I I I I I I 1 i I ► i WI H REFRIGERATION DESIGN BY i I I I i I I i 1 I I I _. I —� I I i OtHERS1" I I I I I I I I I I I I I I I ■ 1 i I I I I 1 I I I I I t i I i I I I I I I i I I 1 I I I I 1° I I ! PI#OVID CRI KETSI AS i I i 1 I I I I i I I I I i I 1 I 1 I I i 1 I I i I I i — GI I i I I I I I I I I 111 11 NECESSARY. ATCI EXISTTNG NE 12 X 12 I I I GRAVEL" SURIt'ACE BUILT' UP I i 1 i I I I I i k I I I I i I 1 I I I I i 1 I i i I I } I 1 I i I CU BED ?PENI�iG } 1 STRUCTURAL NOTES ROOF AS REQUIRED DUES TO NEW W/ PIPE HOO i I 1 CONSTRUCTION. COORDINATE W/ i I I I I i I I '1 I I i I 1 SiRUCTURAL ION -PHIS SHEET I I I I 01.o GENERAL NOTES (Store 76) I Mm • i• �• I i I I I r I i i I i I i i I I I 1 I I t I i I I i I r i i I r I I t I t i r • -- 1, These notes set minimum standards for construction. The drawings govern over the Structural Notes 4 r °- r y � - — 0 to the extent shown. I i I I I i I ! I I I 1 2. Contractor shall verify all dimensions and conditions on drawings and in field. Coordinate locations of 40'_0r, (VERIFY) 2 '-6'` (VERIFY)RIFY) I I I I I } 1 i I I' I i I 1 1 1 I 1 ! I I l i i I i I I I I t I I I • openings through roof with architectural,mechanical and electrical plans. Notify owner's EXISTING 2K'3 AT t_$t, 0.C. `'r EXISTING 2 K9 AT '-a" • I I I t I 1 i I I ( I I I I I i I i I 1 I i i 1 I 1 i ! I I I I I representative of any discrepancies. i I i I I I I ARE 1 I I in I"" •" 1 " " r - "'I" " T ""` I 1 3. Construction means, methods and all necessary temporary support prior to completion of vertical and I i - I I I t I I I I 1 I I I { I I I I I 1 EXISTING 1 I ! I t I I i lateral load systems is the sole responsibility of the contractor. i I I i I i OF ORK I i (NEWS ROOF MOUNTED i i I I 1 i I I i i I 1 t NO WORN I I I I I I I 4, Compliance with all safety and OSHA requirements is the sole responsibility of the contractor. I I I I i I i I I I CONDENSING UNMT, COORDINATE I I I I ' I ! I I I I 1 I i t I I I 5. Where reference is made to ASTM, AISC,ACI or other standards,the latest issue at the building �-- - l I i i i I 1 I 1 i WITH! REFRIGERATION DESIGN BY i i I i i i i I i i I i i I I I i i i �_ permit date shall apply. I I I I I I I i I I OTHERS. I 1 I i 1 I i i t { --- 6. All work shall be in compliance with 2006 edition of the"International Building Code"(IBC)as I i I I I I I i I I I I t t 1 I i amended by all other state and local codes, permits, and building department requirements that apply. I i I I t I I 1 I I I I l { I I t I I ! { i I i I } I I i ! t t I I I I 7. Design Criteria: I I i I _ }- i I I -$ I �'`'''''� Roofs Deed load 20psf(fir original drawings) u.. i U _.. �-° � � t I I 1 I I I t I I t I t I I I I 1 t I i I 1 1 ( i I ! 1 I I I ® ( i Live load snow 25 •sf .t r 1608.1 . r r r i r I I r r I M I r r r I I� r I r ,•.,, I I I I I I I i r i I r r I I ,�'� Wind Basic wind steed 100 m.h, 3-sec •us# _ I 'I- — 0 } I I i I I I 1 i I I I I I I I i 1 I I I i I I i • I Wind im or`tance factor Iw= 1,00 `' ' a I { I i Wind ex* sure 11•osure 6 ,, { 1�l i Mapped spectral response s=0.9 1, Si =0.336 _1 611 !be ' I I EXISTING' I i I I i I I } 1 i I I i I i { I i I I Of a � Site class D .4° •i � c� Seismic rnic inn•crtartce factor I, = 1 w EXISTING 4Q,�xs NI3K EXISTING 24 N13K I I i I i i I I ( NO I WORK 1 i I I I I i 1 I I 1 1 I ( i j 1 I I I I t I I i 1 I 1 } I I I 1 i I 1 1 I { 1 I Ssectral res•onse coefficients S.s 0.694, o f 0.388 _ - r I I, I I i 1 i I I I I I I i t t I { ! i i I I 1 I i I I 1 I t i I I VI) Seismic desi•n category D i i I i I I ! ! I }- Res•'nse modification factor" R. =2.5 A = 1,0 , I 1 I I I 1 ! I i I I Corn.anent Seismic Coefficient Fp=0,33 Wp siren•th desi•ra c I i '�_ I I I I I i I { I I I i i f i ( i E �,, 11-2" 4'-4�, TY' i i I I�I I I I I I i I I I I I I I I I I I _ 1 °�- o a 8. Details shown on the drawings are intended to apply at all similar conditions and locations. �- i I I 1 I I I I ! ! I t I i t I i [ I `" r`", �' 9. Do not scale information from drawings. C'v'ERII=Y� I ! I ,1 I I I 1 I ! I I I I i t I I 1 } I °' o t I '1 I �_�----1_____l } I I I I I t I i I I I I l I I I I 1 1 i I I I i I i 1 i �"''� :Zt- 0E t r s I I I I /"I'"""'-"I�- ii""''I"""'"'7''""' !! �'`� '06.0 WOOD FRAMING ; I --^' I t _ I �" ° _ I • 1 I 1 I I fl,�l 1 I ( I 1 1 t ! 1 l I I r -_--truer I i ( I 11 i I Y i. All lumber:::and grade#o be as fflllows: ( i ! i I 1 I I I i ! I I i I I 1 ! ( I t I t I I I I I i I 1 I I i I I 1 ( , .,,, !Pressure treated Hem Fir#2 1 I t l I ! 1 1 1 I } I I I ! I 1 I l 1 1 1 I i 1 I ! I I i AWPA UC3 ACZA Not Allowed) .■Ir..r . �r ■ .urIiw r.r��__ l rlr■■■1■rr �■r�wwN■rrr■■■r� _ >r�■rw rr•i "1' 1:- I" ! l 1,. !n�r>I�rrr�■�t rrnI�ir�1��1�■�I .Irr.11.1r�wr.. V) ►� /� .! { 2 Framing anchors, joist hangers, post caps,etc., shall be by 'Simpson Strong-Tie. Install per ° N 9 1 g I� I� y p 9 � L. c� manufacturer's recommendations for tabulated maximum capacities with fasteners installed in all holes. Framing anchors attaching to pressure treated lumber shall be Z Max coated or hot dipped galvanized and attached with hot dipped galvanized(2.0 oz per square foot)or stainless steel nails or i - screws. eak 3. All bolt heads and nuts bearing on wood to be provided with a washer. Use hot dipped galvanized _ 0 welshers to contact with pressure treated lumber. v„, to . in PARTIAL FRAMING PLAN IF' .. 4{ — 0 r", o, ,... 0 4. All bolt holes in wood to be 1/16 inch larger than the bolt. Do not ream or oversize bolt holes. lie" _ 1r"0k --- --.� 5, All nailing shall be per Table 2304.9.1 of the IBC. Nails called for on the drawings shall be the type �.._ •.... 9 P N �-- recommended by the manufacturer for maximum capacity of hangers and connectors. REAR .. ils, bolts or lags in pressure treated lumber shall be hot dipped galvanized or stainless steel, . 4,;-.: �� # 4 �` � rNORTH � v elke ROOF PLAN ...,,,� GENERAL NOTES 0 y y#fir` 4,;,--- t.P.i,, +�s it I- " ��� C./ �' 3/1 7/1 t? 4! '� 3/17/1 U 1/16 1 0 LEFT fir,. RIGHT (j �°- " ��;�Y§ _ Job Name: ALBERTSQN'S#;#576 TIGARD Date:;.", •Pt 1.7..\ ., Job Name: ALBERTSC N'S#576 TIGARD Date: �� 1" COORDINATE NEW CONDENSER UNITS WiTH Z ° LI_I 16942 Y ' , Job No 10022.30 Drawn: MC '°' REFRIGERATION DESIGN BY OTHERS. Ir--- Jabs No.: 10t 22,3Q Drawn: MC Client; LCA Sheet: CO _ 1p, � � �i#��` . .. . � FRONT /� ��0� Cli,ant, LCA Sheet: 2. ALL ROOF TOP EQUIPMENT EXISTING TO REMAIN �� l• S te"•I I '" ,;,+, qq UNLESS NOTED OTHERWISE. " ► 0 mum 1 S-2 1- ��►�, riri-N—o—y � 3. E PROVIDE ENT �... - ' O'c G GENERAL CONTRACTOR TOP VIDE EQUIPMENT 6443 SW Beaverton-Himisdale t y,suite 210 Portland,O s'22 �.-� CURB AND SUPPORT FOR NEW CONDENSING 1— , ._ �. �" °".'. k 6443 SW Beaverton-Hillsdale Hwy,suite 210 Portland,OR 97221 4�i�}y� 1 -.' ,•�1! 1 ph:503.203.8111 (x;553.203.8122 www.wdyi.corn x2009 WDY,INC. Firrag: ��3-1-111 UNITS, PER STRUCTURAL DESIGN.a,., .,,.................,,...._. ,. .. ph:5t33,2Ci3.8191 ix;5c33,203.6122 wvt+w.wdyi.com co 9 AMY,INC. (1) W i '` 0 IX Iii CD 1.-i—i z CO 0 0 , I In Z 0 C2) r'-i" (vERIEr') 40rCr; (VERIFY; < gct* D EX15TINC 22K6 AT 6'42" C.C. EXISTING 22Kb AT 6r-es" C.C. -•--I MECHANICAL UNIT _ ,- MECHANICAL UNIT \. .i R- ___ PI51... 2xrs UV BY MFR:. I5Y MFR. 1601 AT 12" 0.C. MECHANICAL. UNIT EACH PIECE. * tt . (FLASHING AND 1� x 2 I/2 U1CCD E3'1� MFR. r 1 WATERPROOFING MN. DER SIDE SAME Ifv3.1 �"' CTl-ERGS Ank r I (3/4" MIN. FROM EDGE) __ .._.....-.n ___.r. ..._ I I I I A E A3 13 I ! I (3) PT. 2x12 x ei-err LU/ lI'r1F' RCN A ! M / }- ._ ,__!L- 2.� OUJ I ,�T 12 t C. E,4. e � ,� E II 31 ...-AT 2 4 C.QCSIMON A35 PIECE. CST TO ROOF SLOPE ''� EACH SIDE t. WAS P.T. 2x12 x 8 - FLAT ! CU-2 AT 24" C.C. LOCATE OVER (2) TRUSSES -- REMOVE AND REPLACE in, I �. 313 lbs ��� ,� LOCATE OVER GIRDER EACH III F.T. 2x12 xrw r PLAT REP=LACE INa�iLAT1CN I2 al-iT. MTL. SCREW AT 2 REMCYE AND REPLACE * '"" LOCATE OVER l2) TRUSSES E ARCH G l E :1 TO EACH DECK r, l 11 SULATION 4 ROOFING AS REQ10 T1 12 ��'i-IT. MTL. E t, , I SCREW AT 24" _ ) REMOVE AND REPLACE FLUTE r i1 BEE ARCHITECTURAL ) ." ego I 1 EXI5TINCx 3 G6NIIK TO EACH DECK ,- E>CIvTIi��1Cx 28 ►I'�IIK 1» INSULATION 4 ROOFING AS RECD _�- .,..-- d... .._.,__ millwir ii 1®t _ _ FLUTEr _ i -- - -_. ..,1 �F-- _j rr_ 1 -= ` _ �' ... T't"F (SEE ARCHITECTURAL Dtt. a) ,_ _ . _.. _ _ - .. 1 ___ t.. a... r_._.. .� i� iii ' 1 r ,±t t t ,!r r 1 1 I 1 I 1 1 . l, \ 1 - 'r L..._1._.._:i�-n-1---._i.._.' _iIi t ,,..�_W__ y _ - _ �, E SSTINC Ili ...i ROOF DECK / ,, a EXISTING lei ,,� `�,; > PLAN REVIEW 1 I ROOF DECK I:ii .cC EXISTING ROOF EXISTING ,. .� .�- - EXISTING - f , Ile DECK JC1CN. \\ \ \I I I I i i I I I2 �, �, ...i--- 4 40 ' ` � 0>w1'3I " CIS C , ,,7 `�,, 1,/ Xs\\,:„.„,,,,// p t f, �7 JL+may± __----)L--,' ,/:.:). . A.., , . _ EXl TING JOIST AI , lary I" I'- " Itt lc...0ff f -�. itt = I'_0'1 , , PARTIAL ROOF FRAMING PLAN - _ W I/8" . 1'-01' II p N - 10 PR oit IA alai, lAtia P RBI, ' . 44,3- 1 N At. 4,410, \Vilt Pik, ' 44., 1 N 4140 k 44444‘,$' , I 1,1,e, 4:414) ► ti. Job Name: AC.UER°TS N S#576 TIGARD Dater: 3/17/10 Job Name: ALBERTSON S#576 TIGARD Date 3/1711{} , y1 Jab Naitnne. ALBERTSON'S#576 TIGARD (later, 3/17/10 '` ' ' ". J b an e. ALERT SON'S#67'6 TIGARD Date: 3/17110 aft 16842 w D Y Job No,: 10022.30 Drawn; MC i Job No 10022.30 Drawn: MC J MC Job� e�. 1 i3Q22.3U IlkralWrt. MC � - Job i±�.• 14022.30 Drawn,. O N Client LCA Shea ^ r, Client: LCA Sheet: N: .. Client: LCA Sheet: i. ` `` , , felt. LCA Sheet: 'V, .3 -\ oe :Pp �« - ' * �.. r R AWN PROJECT °A, . 21, EL O CI 3.2 . ' ' „ ' Stwet„,,„ l °c,vil E:.it:li ,„,st * . ..._'. 6443 SW Beaverton-Hillsdale Hwy,suite 210 Portland, 97221 6443 SW Beaverton-Hillsdale Hwy,suite 210 Portland,OR 97221 °` suite 210 Portland OR 97221 +6 3 SW Beaverton-Hillsdale Hwy,suet 210 Portland,OR 9 221 y�! - _ - "`_...`." 6443 SW Beaverton-Hillsdale su e 2 6 - y - �A ��"+'. � �� l 1 ! � � � W �WRA� �� :� �y.�,,,, �„,,��.... ph:503203,8111 fx:503.203.8122 www.wdyl.corn (020 9WRY.INlc. ph:503.203.8111 fx:503,203.8122 www.wdyi.cor�rr 02009WCY,iiic ph.503.2t?3.t111 fx: 3.2(}3.6122 www.wdyi.cxim2avycr INC. � �. ph:5ts.2{3.i111 1x:503.203.8122 wvvw.wdyi.com coctsirOY,INC. CHECKED DATE Jcc O3/17/1O SHEET TITLE I ROOF 1, PLAN 1 I_ I SHEET NOTE: DRAWING IS AT SCALE f INDICATED WHEN SIZED 36 x 48 3 • 3 DRAWING IS AT HALF THE SCALE INDICATED WHEN SIZED 18 x 24 ■., \ I i 40 AR t.4,1*, Ct,#. - NEW SUSPENDED WALLS TO •--3 ACCOMODATE EXPANDED (,�,$, � SERVICE AREA, RE: 3.7♦ REUSE OR MATCH DECOR ye tom! 0 ti 1 -4/4 REAR OF O� 45 / �_ �___ -_ --_ LL KEY PLAN OF INTERIOR ELEVATIONS NORTH / / 'VII c / 13 11 / 0 0 11 0 LEFT RIGHT / / REAR 4 i I a �l� FRONT �i� El rilkd �, iii � N N � ,,, .rN 1, _: � ammimmummemore mromer-milammummorms amounimumminnimummuramma. w _ .�: 3f8-'!A � ■•.:J'tE°"i����'�..���' �N�� .( � •■,it..:}l ItI•��.I � ! {-• I.. N 1-r. ilTimiwdial MIJEMttaip•P--4dgdhii-H'NN1). 11W11610-411100401M1 � r �......... !RED 3.5-1��A. ,..,Ala.I,Ew���, hh-' 14".141wl-u4NIIMIIIPIATIri ■ � �� // � ��iN � � i ��■ ., ..; EDI 1 .......1.�.......�.�.�.. _wr�r�rr�rrrm.�w■r�r�rr. II :UI :I V 11 I r.:..., .,_ .,, ; .,,.. rv; o Whol+ some e • Fresh - ■ i ,� ■ N ii r ii N i I II W.��i�,__..»z.. 'At, ,3 .'..�._'�,...w.�;�w �._ .x..,:..x. _ -..' .,--- -.., ..• 1� _,,Rz�, az��.,.,..r xz�..,��;..,;�.�.c:�m„_r._�M�.4,�..� l� s•,u n`� �_ �t �. � �_� .�_.� N r- .'.X!: .✓� . � ..:•£i -`*..'�] T- ^:F F-" h,. ?:"reC,, -+:f..0�xaru sF,k.• 4 .au ,ec. +,_,c-•.ie.u.t a .Civ.e"'* au _e _, `.;Fn'.;. Fo.ES.aw:h.k::ar r�i ..it.{z_";";�_...7e ..., � .3 r I iv...., .. . rw. ...�° Y. t''3"r :q„ ti• . R . v C'. 3/ ,-,,,r ,::,'"' -..s .,�. .. � . . all 1;1 I�I ; ..r- -• ---- .. _... 11"11 :Ir iIt.: ri NEW CERAMIC TILE NEW CERAMIC TILE S 3." -2A ° I. �., h ; ��� �� I ACCENT BAND, (TYP.), ACCENT BAND, (TYP.), 1 " ...._ RE: �� It MIL 3.5-4 _ ■ r I .. iy�,�� y� u IUtfir,,,U1P. ,• ,i.... ...;_. .�..1..,,rap-r1 i,,'.Ir•. J� _.,:.. ,...�i 1, REAR INTERIOR ELEVATION MAIN SALES 101 �.. _.l ..... rf ,! 1/s 1 -0 ►;- ; , ��A..�......�.,w ;�- ,: :..> RE: 3.0 FRONT M F SCHEDULE OF INTERIOR 0 0 0 0 Ci MATERIALS & FINISHES NOT ALL ITEMS LISTED MAY BE USED ON THE 3.5 SHEET. MATERIAL BENJAMIN MOORE ,�i��� � NII_MILIIML_____MIL. LL � NUMBER NUM�R PAINT MATERIAL rr � 1111111,11111 - NIP21116...' NIVAIRI 01 OC-11 CLAY BEIGE PLYWOOD REMOVE EXISTING MARLITE 02 OC-01 NATURAL WICKER GYP, BRD. OR MARLITE ■/I' NIIIIIIIIIIIIII■■IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I�rl■ IIIIIIIIII MIIIIIIIIIIIIIINNOV 1-.. 1 Imo.. SURFACE AND EXTEND ' CERAMIC TILE WALL TO MATERIAL S'hIqRWIN WILLIAMS - ACCOMODATE EXPANDED NUMBER NUMBER PAINT MATERIAL �tAR AC X1111 �,,R & Wt ~1,�/'� r.,( c3 �� ''�l � FISH AREA, RE 3.5-7 SIM, 1111 iliiiMIMMIMNIIIIIIMIIIIIIIIIIIIIIIIIIIINMMA p � 4 � IWIII31 �� O3 P894-E S STARBUCKS STONEWARE GYP. BRD • Perscrition • 4 Perscription 4 - El �¢ rr ..•�+rr••- PANELS/WOODWORK 0 Pick-up Drop�Off -- - [III -_-. .1 t / Ii i ! % I ' E � ,, l f i � � I I iI y ! I \� {� - --. --- „_ , 04 ACROVYN 'FLAX GAUZE' to 8'-O" AFF WITH NEW BASE AND SILVER COLOR IIIIIIIIIIIIIIIIIIIII!IIIIIIIIIIIIIIIIIII1I! l 1 ,\ \\ \ \ _ ✓ � x• b < \ '� V`` \ \ I /I ~.-•- �. - I \ ! .: : _«� F u. to sf. .. ,,,,,,-1_._.a: s, METAL TRIMS. APPLY OVER 1/2 PLYWOOD SUBSTRATE FASTENED TO CMU \ -.... ...- OR OVER EXISTING GYP BD - VERIFY IN FIELD -. „'` __ �` 1/ 111 I / , -� x, 05 SOLID WOOD TOP CAP - FILL NAIL HOLES, TYP AND APPLY CHERRY STAIN TO MATCH SAVEUR DECOR SCHEME C2) NEW CERAMIC TILE 06 1" PAINT GRADE PINE, PAINT TO MATCH ADJACENT STARBUCKS WALL ACCENT BAND, (TYP.), RE: 3.5-7 0 4 I�sc�LLa�OU� flLEFT, INTERIOR ELEVATION - MAIN SALES 101 y 2 1/8" - 1 -o ---- RE: 3.0 11 RETAIN AND RELOCATE EXISTING OVAL FROM EXISTING SUSPENDED DEPT BRIDGE SIGN TO MOUNT ONTO NEARBY SUSPENDED WALL mot- co E 12 MENU BOARDS - MOUNT TO FACE OF COOLER/WALL. 0 in . n co w 0,- 0 13 SUSPENDED SIGNS OR MENU BOARDS - CONFIRM EXACT LOCATION CJ NJ 5- r: N WITH ALBERTSONS PROJECT MANAGER PRIOR TO INSTALLATION. Ct N U' 0 - © 1- J = 11 14 MENU BOARDS - MOUNT TO FACE OF WALL WITH A CLEAT '0 0 STANDOFF ix 1- -. CO C < i X < '15 APPLY VINYL FILM GRAPHIC TO EXTERIOR SIDE OF GLASS. ... 0 cn a- .t. AiliallridlLgrilliarAI, L ir Nir_ AILIVAILIIIIMIPy GRAPHIC PROVIDED BY OWNER, INSTALLED BY GENERAL - C I VEPV CO NTRACTOR v' "i J. CERAMIC TILE (0 o N p3 - r PRI T1 CMC FASHION PLANK. n COLOR: BEIGE. L0 L.. g � t�c�t�r� <'f> 110■_4111,11.6,41111411PAMo-� BAK'•� SIZING: 3x18, 6x18 0 C3 0 p p T2 CMC VITREX GLASS MOSAIC COLLECTION ,C a.. ....,....I I I I '� COLOR: GOLD-BRONZE G R M EU IIIIII _R-iiii.....s J.. USE WHITE MORTAR WITHSMOOH ROWEL. �..,. ._.•.:.y; •..a.vr•,.' .,�,av - r.� -� ._.._..._.._..,__-_.,.-..�.....___ .�...,_..,. _ .,.__---_.-..�..__,.�.�y..-,_-_-- -..,�._•_._._.____-�..,_ ___a 9-< "aY..si. ._.. a _ _ .....r SIZING: x ti -:�a, ,-:�.� ...rY6� ..,�'.;i.` / \ r------ "..,. ...+•" ^+. -.'"" � � t '� � +� s �� a'x � w' - z-a.�,'' v��� 1 :s- s sa; .r ..r �.,z..,ax t „„,,_„rf.. ,.,� x s��. ,.s ,,,z, :.,,,„„,,.,,.„„,,,,..; . 1- ' :;.!'-i t-:; �s=r-' i;:,7::- - •.... .-^ -r I �^ y �,,..r,. µas s :,.r y•x,s�,u _ .,.z ffi as.i:*� u t_ r:.;u . x ..a�... ix��.... / \` { -- _. I ....°• -- .�.. -.- - „ ,. T3 CMG ROYAL MOSA CANTO SHADINGS 0 I--" C `' ° - _" `- -- �- - -' "" `` __. .._.:- : : ALB7780\ / _ � - / _ � � � - _ ... - - " �N X \x� SIZING: 6x6 W , ---NEW CERAMIC TILE NEW CERAMIC TILE T4 CMC VITREX GLASS MOSAIC COLLECTION " _ COLOR: GOLD-BRONZE #V4380 "ROSSO/RAMATO" MIX. (11) (-.) ACCENT BAND, (TYP.), ACCENT BAND, (TYP.), USE WHITE MORTAR WITH SMOOTH TROWEL. RE: 3.5-6 RE: 3.5-5 SIZING: 1x1 Z 0 3 RIGHT INTERIOR ELEVATION - MAIN SALES 101 T5 CMC IRIS CERAMICA FUSION DROPS �- #713452 - 50% RANDOM MIX WITH 0 1/8" = 1 -0 COLOR: RE: 3.0 TW-6 SET IN RUNNING PATTERN (f) co W SIZING: 8x8 I-u-.T6 CMC IRIS CERAMICA FUSION COLOR: #713451 -- 50% RANDOM MIX WITH (I TW-5 SET IN RUNNING PATTERN SIZING: 8x8 Z T7 CMC VITREX GLASS MOSAIC COLLECTION CO 0 CD 15 , COLOR: GOLD-BRONZE #G4 "GRIGIO" MIX. t") �'i�' USE WHITE MORTAR WITH SMOOTH TROWEL. SIZING: 1x1 < - `� T8 CMC BOTTICINO MATTE ..�'-""'„` 1 3. y 1 l 3. 3. _ _ 1 SIZING: 6x6 3. L ..I J. 1 - -. y •. ..» .r. - - i I r.. allM I■..►.IMMINI■..■ ■■IMII .. .. .�...■.- �■. ...■ .■■ ■■■■... .■...■.. ... . . ... ...I...I. ■■. ..L ......■..■■ .■..... .......■■■..1..�:..►...■. -... SCHEDULE OF GENERAL NOTES iii_diab...''"''".► M 11' _iii 1 � ►-11 M� ►'�`� 1 '�11 I� l ►.�''''''"''�1 ..�/� � i ... .. .. � w ■ r I k) =�iII�I1 _ I i11r ii 1MIIIIII1 IIIIIIIIIII I i11 ■1 11■ i All11111lll i■■■■■■■■ III 11111 -...� i M111111111111111111=11111111111111111111111111111111111 I ,-;7 '� v*��s4��+a�++��*w+��*-�+ ■'�*+a;� ■ • _ . I �.. ( •+ o+o++❖+•••••• ••+•+•+•+•+o• --:o++•W--,-_►.+OW-- -.>.+.+,a++.V..+++++,+++".***+++D+..++O• 4O+•+++•+•44I&A:*:04•.4'0++0+++O•i+i++++•++D+ 1. FINISHES ON ALL MODIFIED OR NEW INTERIOR WALLS, SOFFITS, CEILING TO BE L _, �,, L C''$PACE .+:iii❖+•iiiiii•••iiiii•+•i+i•Oiii••+i•Oi•i•+•ii+i•iii►•+•si•i0••+�i+•i•ii•iiii•0+4*+4i•i+ii•iiii iii+i+:iii+iii+•ii•Oi•i•ii•+•iO+•i+i0•i•+•i+ii•++i•000••i❖+•+� �, - - ., .` :,+,+,+,++++.,,+,.,+•+•.,1+a+,.,++.,+,.,+++,+,+,+,.,+++,+,+,:,++,►.++,.,+,+,+,+,.,+.+,+,+,+,+,•,+,+,+,+,+,+::•+,.•+.,+,+,..":::4.0,+,4•,O.O••,:,.,+++,+,,,4•,•,+,4•,++++,�+•,+,+,+,4\,+,4•,*4 --- - INSTALLED OVER 5/8 GYP. BRD. UNLESS OTHERWISE NOTED. INSTALL WATER ,,.. I` -,_ __ _ - _,_ -- I I .+•,.,+,.,+,,+•.,,.+.,.,.,•.,.,+,.,.,.+.,.,.,.,.,.,.,.,.,+,+,.•,+,.,+,.,.•.,.,.,.,.+,.+.•.,.•+,.,.,.+,.,,.,.+.•.,.;.,++.•�+ +.,+.,•,+ ❖•4•+❖.❖014•+•+•+O�i'�•i�+:+0+i0•i•+•i•i•Oi�+❖i•i! \ -- -- / -.. RELOCATED *+•+•++•0••+•O+❖+4•+•+•i•O+•+•+O+•+•.4•.++•+•+++❖+❖+40�h•+❖.00•4.4•:•4.4•+❖+•+•+tOO.4•.�.❖.40•+40•.4+•+•.•+❖O.•+•+O•+O•+•+❖+•+•+•O+•t+.. .. ..w.+.+•.+,ww a.w..w..+.. ... ,-, R,+,+, +,+,+++++,.•+,++,.++,+,.•1,+,.,+•,+,+,+,++.,.,+,+,+,+444►+,+,+,+,+,+•+,.4. a +,++•+•++.•.�+•+•+❖++ •+•+4440 04444•.044•.0•+•+•......+.. .+..+.••... RESISTANT GYP. BRD. AT TI LED WALLS. I I I STARBUCKS ....+....+...•++.++..++4+.,+......+. ...++..++++•++.+0.+.+....++..++...++.....+++++.++....;+.+.++.►...++.+..... \ I --- I �►.. .+�• 4..+++♦ ++.++++..+..4•...4.:40,x.....4 4.0 4...4+.44r.++:+++•4444++..+14+.+++++..+++++++1+. * ♦4.444►1444+*++.+r , `.�" Y.e ""` / KIOSK �.+�..+..+.•C�+�a�f:•�■:}44•+•+���rA"��+4r�+•+�`+�+�++.*.v�►+�'.w+•.r.�.�+•1.,.....4......++9i .••O•+4❖.•+4❖4.001•+•+44•+❖+•.•1��..a+•..Y...Ar. r�+,+,+,+,+•+,,►.,f,+,+,+(+Y++�., } '�'r,. ./' ( I -- - -,..._ I •-r--, .+...+.++,++.,,+..,..+.+,...,..++.,.++.+++++++,•..+.•+++ 0..++++I' •••..."444..+......,... 44.44...+....,.+.++. I -- -- I 2. PAINT ALL MODIFIED OR NEW INTERIOR GYP. BRD. CEILING, SOFFITS & BOTTOM & ^.. ^- a / errrirwr+rlirrr�.r !v++•+•.4.0.❖.•O.❖.❖iO•00+�00+4•+•.+.+i.►+„+•+++.,++►+,+,+.i!.?•i.+.•i00•+0+,++.••,,,0+,+,+•�,+,+,�+a,�,�0,�,0•,�,0+;�00.�0+0.00+•O+•i9'.•.400•+❖i►i�,•,�,�,�►.�,�O+s.� ,✓ -.. _•_, ,∎•+,+++,+,++++,,+,+•.++,+,•+,+,::,+,+,+,+•,,.«+:,.,.,D,a F•+t,•,•,-,•+•+•+•+•+•,•+4•+f► ►,+,+,•,•.•,•+,444++•,4+,+,f,+,•,+,•,�X1,++,44•,•+•:•+•,•++.•i�•,++•+•+•+•�►,•+•+•+•+•r+•+ •4 / ✓ -- '�\ ••-- ,, `. +.+++4.++++++.,r+ +.�++ .++.++++.+,,..�o_*:144+++ .+++�+. + ... . ...++...++��.4 .++..++.+}1141. .►++.+.�. ✓1.111 - 1 =1=1Ni II / .❖.0•*+0•.44❖0.0•.❖.•o..❖.•.o.• o,,-.•. .,•,.�.•.•,4••,•:�.• +,•,•+•,•++.•.040•.4 4000•+0•.0❖a.❖..o000❖.•.0•.00•+�►•.-.❖.0.•.�►•.00•..0•.00. I -- -- ■ I BACK SIDES OF ALL SUSPENDED WALLS. ,.. ..- --" [iUIIIIIIIlIiIIIIIIIIIIIiIIIIIIIIIIIIII\ `° .-- • . \ +r.:4•.+•+�+0+•+•0++•:t..24.00+•%4!i 44..++�+�w r+.+;.�iy...!..0��•+•�4i1+++•+0044...❖.0•0.•.t t.•000+++•1:.+.+A!+•.+!00iA�+Nat+.�+!.�+�+�AV►++.Q+!'.!■:•+'�+•+A.�4 ,.- "'- 3. ALTER WALL FINISH WHERE NEW CASES REPLACE EXISTING AS REQUIRED. EXTEND NEW CHAIR RAIL NEW ' NEW CUSTOMER PAINT ALL EXISTING FINISHES 02 'NATURAL WICKER' SUPPLIED ED BYT 3PV AND '`r CD NE FOREGROUNDER PLAN R E V I E W 4 FR2'4T INTERIOR ELEVATION - MAIN SALES 101 BEHI DLK KIO SK GC) 6" • 1/8� 0" SCOPE OF WORK: INTERIOR 03/17/2010 RE: .J c REVISIONS 1. REMOVE/REPLACE ALL AISLE MARKERS, MENU BOARDS, AND WAYFINDING. 2. PREP MODIFIED WALL SURFACES FOR NEW FINISHES 3. INSTALL NEW DECOR PACKAGE INCLUDING REUSED DEPARTMENT SIGNAGE, GRAPHICS, AND SUSPENDED ELEMENTS AS INDICATED 4. REMOVE DEPARTMENT ACCENT TILE BANDS AND REPLACE WITH NEW - GROUT AND SEAL EXISTING WALL TILE FINISH TO REMAIN. SPOT REPLACE DAMAGED OR MISSING TILES WITH NEW • TO MATCH EXISTING. NEW WALL TILE TO MATCH EXISTING WALL TILE FINISH TO REMAIN. SPOT EXISTING AT 'SIM' CONDITION ( S -EXISTING WALL TILE FINISH TO REMAIN. SPOT REPLACE DAMAGED OR MISSING TILES WITH NEW REPLACE DAMAGED OR MISSING TILES WITH NEW TO MATCH EXISTING. TO MATCH EXISTING. ligi EXIST 12"ACCENT BAND EXIST 12"ACCENT BAND EXIST 12"ACCENT BAND TO BE REMOVED TO BE REMOVED TO BE REMOVED 1,,. i .±106'_0" - ±106'-0" L±106'-0" t- - r el 1411 lip CLEAN EXISTING FRP WALL DRAWN PROJECT • ■--------'■■■■■■ 1111 BJS 09ABO2 .." to ;P , ,r■ ' P ' P aauuI; ' P ' ' pp� CHECKED DATE P ; ` : P PP 11111111111ilF r ±104_8.. �- ±104-8" �° ,;,Pr` P�r P N . ±104-4" I �C� '4 4 REMOVE ONE REMOVE ONE ADDITIONAL ROW OF REMOVE AREA OF EXISTING TILE BAND AND ADDITIONAL ROW OF REMOVE AREA OF EXISTING TILE BAND AND R MOVE TWO `'` REMOVE AREA OF EXISTING TILE BAND AND SHEET SHEET TITLE BASE TILE f4.25" REPLACE SUBSTRATE AND NEW TILE. ADJUST BASE TILE (±4.25") REPLACE SUBSTRATE AND NEW TILE. ADJUST ADDITIONAL ROWS REPLACE SUBSTRATE AND NEW TILE. ADJUST 1111111111111111111111111111 C } GROUT SPACING AS NECESSARY FOR ADEQUATE GROUT SPACING AS NECESSARY FOR ADEQUATE OF BASE TILE GROUT SPACING AS NECESSARY FOR ADEQUATE SPACING BETWEEN NEW & EXISTING 11LES. WALL MIMIIIIIIIIIIIIIIIIIIIIIIIIII TPECGROUT TO MATCH ADJACENT EXISTING WWALL TILE GROUT TO MATCH ADJACENT EXISTING WALL {�8.5 } C� SPACING BETWEEN NEW & TILES. WALL ..� INTERIOR <> TILE GROUT TO MATCH ADJACENT EXISTING WALL -----------11► TILE GROUT. TILE GROUT. TILE GROUT. ------------ ELEVATIONS ( S EXISTING WALL TILE FINISH TO REMAIN. SPOT { EXISTING WALL TILE FINISH TO REMAIN. SPOT EXISTING WALL TILE FINISH TO REMAIN. SPOT iaa•uuaaaasi REPLACE DAMAGED OR MISSING TILES WITH NEW REPLACE DAMAGED OR MISSING TILES WITH NEW REPLACE DAMAGED OR MISSING TILES WITH NEW ,�■■■■�■��-=� TO MATCH EXISTING. TO MATCH EXISTING. TO MATCH EXISTING. NEW WALL TILE TO MATCH ID EXISTING AT SIM CONDITION I■.■.■■■IIIIIIIIIIII /- SHEET --NEW INTEGRAL EPDXY BASE 01001-0" ( EXISTING WALL BASE 0$ 1001-0" ( EXISTING WALL BASE 100'-0" 100'-0" ------------ NOTE: q° 7Pw DRAWING IS AT SCALE NDICATED WHEN SIZED 5 BAKERY - ACCENT TILE DELI - ACCENT TILE SEAFOOD/MEAT - ACCENT TILE EMPLOYEE RESTROOM 36 x 48 1/2" - 1'-0" 1/2" 1`-O" 1/2" - 1'-0" 1/2" - 1'-0" 3 • 5 DRAWING IS AT HALF THE SCALE INDICATED WHEN SIZED 18 x 24 1 KN KEYNOTES . a ortilt. CI t 116 F.-O.' REMOVE (E) FLOOR TILES AT CASE RESET AND REPLACE E,� "� WITH A WHITE COLOR VCT TO MATCH ADJACENT COLOR, STYLE, AND PATTERN. MANNINGTON FLOORING OR „ ors APPROVED EQUAL. COORDINATE WITH ALBERTSONS PROJECT ~+d MANAGER. (AS-BUILT DRAWINGS SUGGEST EXISTING WHITE TILE IS AZROCK "STRATUS" SPOT REPLACE ALL (E) MAIN SALES AREA ACCENT FLOOR F-O2 TILES (AZROCK "TEAL MIST" COLOR) WITH A WHITE COLOR VCT TO MATCH MAIN SALES AREA. "MANNINGTON FLOORING" OR APPROVED EQUAL. COORDINATE WITH 0 0 0 ® 3 ALBERTSONS PROJECT MANAGER. (AS-BUILT DRAWINGS •9 � 5.9 .� SUGGEST EXISTING WHITE TILE IS AZROCK "STRATUS") WHERE TILE IS DAMAGED BEYOND REPAIR OR MISSING, 6 1 F-03 SPOT REPLACE (E) FLOOR TILES AS NECESSARY (DUE TO DEMO WORK AND/OR FIXTURES RELOCATION) WITH VCT TO '` MATCH ADJACENT COLOR, STYLE, AND PATTERN. f I I I I I I I I I I I I I I I I F 04 REPLACE EXISTING ACCENT TILE VCT WITH SLIP RESISTANT I VCT TO MATCH ADJACENT AREA (AS-BUILT DRAWINGS I I SUGGEST EXISTING S.R. TILE IS AZROCK SR-124 TAN) I STARBUCKS VCT FLOORING BORDER. I 1. F-05 MFR: TOLI, PRODUCT: VIALE 653 I ! I I I STARBUCKS VCT FLOORING. I I ! ( I__.____,`, I I I I I F-06 MFR: TOLL, PRODUCT: FASOLPLUS 2402 I REMOVE EXISTING SHEET FLOORING AND A PORTION OF VCT F-07 FOR NEW DEPARTMENT LAYOUT. PATCH AND PREP i I I CONCRETE SLAB AND INSTALL NEW EPDXY RESIN FLOORING. _ _ _ _ _ a RESINOUS FLOORING BASF BUILDING SYSTEMS OR _ APPROVE I I ( I '-�__ I I ( b SUBMIT COLOR SAMPLE TO ALBERTSON'S PROJECT I I I MANAGER FOR APPROVAL PRIOR TO INSTALLATION I I c WEARING SURFACE TEXTURED FOR SLIP RESISTANCE. e USDA AND FDA APPROVED FOR FOOD PROCESSING I I f PROVIDE INTEGRAL COVE BASE MINIMUM 6" HIGH. APPLY COVE BASE MIX TO WALLS PRIOR TO BEGINNING IT 7. I -=._- I I I I I FLOORING I ` REMOVE (E) FLOOR TILES AND REPLACE WITH ECO I - I"= -I ' I SURFACES RUBBER FLOORING #4842 ROCKY ROAD. I ----I. I I r,F. I I I I A NEW RUBBER BASE TO MATCH EXISTING ADJACENT I I .- I I I I I STARBUCKS FLOOR BASE I I I I I ! I I I I B MFR: MANNINGTON, PRODUCT: 6" VINYL BLACK - 0 A I' .1 i 13 , l it � I 1, I: I .I I-) , I I I I I I ! I I I I I I I I. _ Go „,,, 1 ,:-,, .,, .j.,,,. 11___.7'1■-ti.,: Ilk I , 11 -, . .: : I , ., 11, 1 _ _ __ __:_ , , t,„ A- t` I , • .r ,r II.' : : ; I !: :::I p r„,<, ,it ` , `_•-_.. 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J1 11 1 r}}QQ{{��}jj� t�?�yS�,1 �jY��, t,�,1:�y',S{ Q{�Q{ Q.�, �}�; {}Q({,`-�( ,r ,S.P�Sa,,-,,....i.........,i w -,@T.WL -irt MNIT.--...-4i14': ---' .. ,� I :, t I ;I .. .- ; ,�, -. �i�n".l�S� `L�'- ■■mO7Up�IEEE Si,+kXl■■mOS }S�S ■■m® '. i'm�®iii ■■m®S }■■I ,,it! r�-•Y�+ II ��ia d 1:1 -li -.._-r__T--1 �� �I "1 1 I li `", -- ____mot ,I I ii ii -?1 i__ �i ___�� , ! L 1, / \ ,I ! \ ! , 1 7 7:.:r,�I�P .-�� ®r � .� __a __ __ - -'�.__ _ t 'Ili 'r' �'r B( _____-_ ___, ____ ___ __ i____; 7 rC J , +. r ` 11 , . t ; , 1 `` �rI I.�� a �Iar.t'�■ n•ial(Yn��p� ___^r'_ _'� , ___••__ ` ,' I I tMa'�8 '` , ,II'\ 1 : ____i. I" 1 I ,° PROJECT_ „ DRAWN E _�___. ,; s■I�■■■IONIC. ; ��■■®lo0l■■■0m®■■■ ��■®01� ®m - I_ -- , ,. t 11 1 7 , _ I .. y — i , , tll\` IC. t__ _\J 11 I 1 , -I S 'i ` , , ! \ r 5 , �n ® � f ; s `, '_ arm, _.ro_.�� 1 A �""II, `a \� ' "____-____ . ._ __" -- -L-'-_" --,r f «... , r. ' osEMIDIEIDIE A■■m #®■■■®ONII ■■mom■■■OIOIOIO■■I�IOSIRI■mil EI - .- ............° - ..J.-.,.)_...'°-` ..__° --- - -l=:_... n - „ �. ...��.�..�... �� ....o�� ��.�����1..._...r. .... :.:,� � � ,...r.! ..M�IIIII� .4����. - - - - �.. .1 -- �J ; .ax m B J S _r_ I'! 1 1 1 1. 1, , T I��r'Ii I, 1, I s I CHECKED DATE JCC I J - I SHEET TITLE FLOOR •11 I I I I;7 (6I I I4 ` - I FINISH \.... PLAN SHEET NOTE: DRAWING IS AT SCALE INDICATED WHEN SIZED REAR 36 x 48 f FLOOR FINISH PLAN LEFT fIGHT DRAWING IS AT HALF 0 AM" 1/8" = 1'-O" _ M. THE SCALE INDICATED FINISH FLOOR ELEVATION 100'-O" WHEN SIZED 18 x 24 3 • 6 FRONT -•-. 4.:.: ,,,1-'' „:111‘..-: -'''': ''''':" 1 -..0,37. Da.}BLOOD 1 S W SCOPE OF WORK ,... 4, OF 01,$(::s •.... '..) . . 1. PLUMBING SHOWN ON THIS DRAWING / 1 ILLUSTRATES INTENT ONLY. ALL OTHER. DRAWINGS REQUIRED BY THE JURISDICTION' FOR PERMIT AND CONSTRUCTION SHALL BE PROVIDED BY THE CONTRACTOR. 0 0 GI 0 3.9 4 5.9 6 i:.... cED 2. ALL N W OR RELOCATED EQUIPMENT TO BE 1 INSTALLED IN CONFORMANCE WITH THE 2006 UPC AS ADOPTED BY THE STATE OF 6.1 OREGON. 3. PROVIDE CLEANOUTS AND VENTING AS I I I REQUIRED BY CODE. I ( ! I I I I I I 4. ALL PLUMBING SHOWN IS EXISTING TO ! REMAIN UNLESS NOTED AS NEW (N). 5. CONTRACTOR TO VERIFY CONDITIONS AT I I I THE PROJECT SITE AND REPORT ANY CONFLICTS TO THE ALBERTSONS PROJECT MANAGER FOR CONSIDERATION. r 1 I ! 1 I ..____. i I ,�� I I I I I I I ( REFERENCE ELEVATION I { ( I r... 1 J , FINISH FLOOR - 100.0 I =J LAB ELEVATION - 96.0 I I • LOW LINE - 94.5 LEGEND , __ .n.r. .r..x. _ _ _ _ _ .._ ..ter v.+.r n.:... _ _ _ ._,.. _ • _ .._. _ _ __ r._ w.Nr w.w. „..____________........_______________. - " ------ : - „ ., ,„ _ I ABBREY. DESCRIPTION CD CONDENSATE DRAIN I I I I I I i I COTG CLEANOUT TO GRADE I I I I I I I I I I FD FLOOR CLEANOUT RD ROC►FRD DRAIN RWL RAIN WATER LEADER ,r., C "� SD STORM DRAIN _ I VTR VENT TI-RU ROOF I I ( `_-=� I I I I WCO WALL CLEANOUT I BASIN '' 1.04 .,...,,,,,. -CATCH I I 1 _--�_ �_ I I I I 1 1 Z I I I • 10" RWL DOWN �– _ -1 TO BELOW �-r- :: __i ! _ N lel :, _ ; TO BELOW - 1 �`f 1 11 3" VENT ,UP TO MEZZ': • 1i 2"WCO- ' — 4" FCO WCO 3" COI ,'' 3" COMBINATION SLOPE = 1/4"/FT ., 3" , I NT ,„ A. i v i \It; ���irlrrrlrr.r�urr.���ai '.� C ' WI 411 1 vm `�, / 411WCO 4" WASTE r___.__ ��, 1 ti '* a ','CO �!�'► _,__ FROM ABOVE. ►`f M-- -4�tL�(1NNME0 V 4�G��� t1 ■ 14, 311 '4--: — 4" WCO 0 41, 4" _ 1 4 ;:,' ___ 0 1,1 ■ l i L�1? -` 41t -_ _..__ 1 ■ --_- , WCO C ,! 311 ) I: t 1; _ __ ___ -_-_ .... _ r_y_iY_;__,..j rr-"I t�-.,_ 1 .,.r, _l5'_--.-_I r __ - i a. . r © ,, ',„ Or 1 O ((D ..... �. �. ter_ J _ pr„.--„,------------11 . ,' ', 4" FCO -4,:_.._„-�__,_,_4 . : 'I: w-_.._�.. __�__.,:_-=.=-_--;_-" - " 3 , ;p ,' i, r a Si / e, V) ri /� // I , m +-_- ____------__�_ f/► lit 2 4 FOG 41r Q, 2t1 ,i F o © oo 0 4„ WC* N FS -__ = 4" GREASE \ \ \ > SLOPE = '/4"/FT 4" GREASE \ SLOPE = /8"/FT to w rn M U `" ' 4" SANITARY , `\ \ 4" SANITARY \ \ SLOPE _ \1/4"/FT '� '� I N . 11 Q!4 WC* 1, T'� T'� ORAIN LIE 11 romr, ►=(N)FS = _ ----'--:_L 3 3 3 VERIFY (E) N 3 © a I I ---AND---MODIFY AS--R 0 `�\--VERIFY (E) DEPTH FOR Q a /� �� I~OR (N) REFRIGERATED SLOPE AND CONNECT , 'l i 11 VERIFY (E) DEPTH FOR I Ca C < Ce < ►°� " " -- .- rE :. N 3 LATERAL TO r==:======1 �_�, _ z___:__� _ - ;. SLOPE IAND CONNECT =_= __= ____ ___ _.. _ _ _ F...._,__. ;� BEVERAGE N FS` E 4" SANITARY LINE -_� _ ------ =T N 3 I TE i ,t -- N E 4" ANITAtY LINE — _ V, ::. C:\I : , I- PROVIDE AND INSTALL NEW �''" ' 11 f, I; =v.,. ,,_. ' ,i a �.. _.. .... _. a ( } ,'':<\FLOOR SINKS AS SHAWN. .T _. _._. .�.. -,- ._ — .._.. .� / I CC C� ','Z 'Q ' __ __ ,= N COORINATE WITH (N) ;EQUIP L-7 ; = `> 3" r;n i-- ;i I w I o In 1 ; AND REFRIGERATI °DESIGN I {' / (N) F=-w 1 ;______ ,_-_.._ N to } 1 ' 1, ~E if 0 �i ' �• BY OTHERS. ' 'I HD IN. ;,a > : ;, ,' 1% to :f C In -0 CONTRACTOR TO ADAPT AND I '' SLOPE-0. �E ! co as _ __-- >' 80 -.___ REUSE ALL (E} D AIM LINES I '- i _-= _ 2" 0 ABANDON E -W STE STUBS AND — m c)W I 1 `� n • AND VENTS WHER POSSIBLE, ( }, ' _ ! :; !; I , „ REMOVE (E} DR, INS, VENTS AND _ ! ._ _ < :; z w _____, [�„• CLEAN OU T S ;,ERE CASES ARE. �. 1 --- cn c� I i......... 1 - REMOVED P#'TCH- LEVEL WITH _ ;, {; ADJACENT FLOORING AND INSTALL ` �: '� - , „ I VCT FOR �S APPEARANCE i (N) 1N HAP 3',, ------J • 0 a , ,. . „ , ;' W i i 1 / / I. - 1 i . c4,..... i i ) 1 ,: r r.. r ,. o , .. '1• 1 0°I 1 _ I ,, „ , ( ,) I i r i I N Y -- - 1_ _Iff I 7 I _� 3 /�� t✓ ' ii Z: � -- ' --- I:--- -'--- it i; : (N)' ,," 01"" ,'(� ` i !' --.— 'I -—-!----_ ' i ■ i : / ii 5.... Li ■ 0 ' ''''''`.1DE7 V.it ______,, e7,....,--, 4" FCO I: I HD 196 1N. I it © LL1 I l J ------4 -- -C , --2" C,O____/) ;_ _, I ! tC _;___.._, ____f ___, ______li___._ .____ _____ '____,_I ._______.__ _____Ii �;____ _ ____ __ -__-_ -, __ �,, 1""*".". ,, I 1. ( ( I 1' c �J J i i , Ir • i. , W i : , .., 03 . --__...., - „ ' Q 2 ! r \3U I 311 COMBINATIO " I) , I I V 2 `.',, al o r--) WASTE & VENT...,,, 1, : ! r 'I N) 0 ! eh , (, ii II ........„.N) I 0 < 'et D , ir fi P- r_ -� Jai I 1 _ , i I I I 1 I, I HD �N• CONTRACTOR LL PROVIDE NS 341 I i 196 ;3" r h► P DE D INSTALL I 311, u > I SLOPE-0.0../ .% I: ; D i.' ' TRAP PRIMERS FOR ANY NEW FLOOR DRAINS, ,I I :: ; I (N) F -} I FLOOR SINKS,;;AND COIL CONDENSATE RECEIVERS I 3'FC 1, , HD I ! f V , PER REQUIREMENTS OF THE i O EGON STATE ,I ..r I' f_ : "' 1 PLUMBING CODE. I; „ I it , i 3" y i, 0 i,'' 2 Mb CO , i n—, i ''-- :/: . 01; !I I ;____ L____.y: , a; - ,,,-_____..-:-!., ,,. , ,,- ,, a--'7'cr-','" . ■ it FF r , , _ ' 4"FCO 4 FCO r y ,I! :... ! . .---') . , . ; 4 , 3 ;VENT : i I 3 V E NT ' 1 ABANDON WASTE STUBS AND ____BELOW 2"''G ' BELOW FLOOR ... 1 FLOOR. REMOVE (E DRAIN5 VENTS AND 3 CLEANOUTS WHERE COFFEE KIOSK ___ ' -'t ; ; 1; ; ; IS REMOVED - PATCH LEVEL WITH 1=-._j___1___.l ====1 ADJACENT FLOORING AND INSTALL I , ' PLAN REVIEW __ �. (N) VCT FOR FINISH APPEARANCE '' __-_ -_ 2 i1-. V .i f __ -yta•. - . , ___ N �, 1 r , . ) , ,; ,:k ., 03/17/2010 �; i H -, r�••- ,--', r1--, r-,-� _ -.'jt(t 1����..:`' �',;•,/„r%ri:`_'•• art'<CZ`,a+''.`.` 'rr/)•)� .II I: : _ :� e , I I' 1 - - i REVISIONS H I a s, ( _ - I a i , a i , a r a ''a —COORDINATE LOCATION �;\I � t=__= ' -- _ _= C; OF ( 4) CONDENSATE r, h;; / .._"____,z,■1 L C - , „ DRAIN FOR STARBUCKS `.- I -,` ' >• 1J_- j___ , 1; I; ; REFRIGERATED !EQUIPMENT .....,,,-.L.,..., I f , , ,,AS REQUIRED ( <<"'3'' ,;' ';- ;; '■ �: . l` J l" J t l'. 1' ' I -_- -;' .,_-- VERIFY (E) DEPTH FOR (N) DRAIN AND WASTE STUB I 3" WASTE LINE DOWN 3t1 r - 1 ; SLOPE AND CONNECT FOR (N) REFRIGERATED & ONTO SPLASH ►-� __ry ,- – N 3" LATERAL TO FLORAL CASE - COORD W/ ( BLOCK ON LOW ROOF. Q I G' ;. `_____' ,, I (E) 4" SANITARY LINE DESIGN BY OTHERS I 4 Q " Z---. w �2 CO fY •I- . /". ow\ 1 (...., (r) 0 . 3., • : / \ . , , , . . ., . ,[1./ fry , , . , , _ .... . , _, , , It -" Wi 'F' ..,/!�\---1. . ., _ _ ( 4' SANITARY I I .L,r,,.u..I .-, .'I Jail j 1 1 _ __, ___- - T — _,. APPROVED WITH THIS PERMIT , 1 4 1 r ,-! ,' SLOPE /FT _TTY u 2" , i I , i , a! ;'' • "a ' ;, L m :- , ,i_ ___:.,,____.:, I i A {, , t 1 I /I�„,, , , ,,,_____„....,_„,_ .r.f.at.;.;-- — tt .-7 r7 , , ;I I 1 3iii1 ,,,,,,, tID n ,6 2 t 1 ��`' s 2,,., :y 11; i; 2” CO—/ n r 4" FCO ' :`m-J` ,, „..r .,..ra.._- .} o ______ _ t}== "I_______ ____, ' .... .,, , +1 i II,;._.,.._, 71 ,- DRAWN a qC t' ,�N 1: 3 N 10; 4" , J �. n ;; �. ,; PROJECT 1 4 - J; �. ' ' I , r , 1 j +' vl 11 1 IrS _J II 1 .__ ____ i"°__>_ S .\ @y J •_.._-" �__� ;, a 1 .. `�- ` I---- -�'- _-_.1}.s.c'4ii: l R>b _-__ ��..14 ...._.R-=1, +..-."-. 1 __••_._---..-.__._.c..•s.+..i -.._� t... - - -1 I^ © , 1 , t , 1 , Ili .. ...1111111111iiiiilli N w e�[A�Ir�tt < _.. a A©B �M�,—�� 1t k ( I I I I I 4" I 1 I CHECKED DATE 4 FC• I I I I 411E _� 1 3" I I I 4 COTG I . III ( ��C 03/17/10 , Co 1 3 FCO COORDINATE LOCATION I I III �'. j I I 2" S TR OF (N) CONDENSATE I I I GREI ':.E L E SHEET T I T L E I REFRIGERATED EQUIPMENT I SNIT IRY ' {37 REF '"~Nip! � FLOOR ELEV. 1 0.0' I RS FERNCE FLOOR ELEV.- 100.0' INV NATION = 92.0' I 3" RWL IDOWIv AS REQUIRED 3" RWIL DdW INIVER11 ELEVATION = 91.0' FIX �''E�3 ITS = 59 3" RWL DOW = , , I PLUMBING 3" RWL DOW I TO BELOW I TO BEILOW FIXTURIE UNITS = 146 ;; II 3" RWL DOWN I TO BELOW __ __ _ _. ` ^ _. / TO BELW PLA•-3; :::::::i:2L :! t v (!� 311 9 I I I _. .._ _._. _ — A - 1.---H''— L _ __3'._...' EMI L_D_O A ....A=OPF — 'IP' ej 1 ri.......11011.111111110MOMMIIIIMIN ...-,_,,,..--.. ..) ,1 3,1 • •3t1 3„ • TO BELOW 311 SHEET 3 NOTE: REAR tNORTH 0.e .s-----3" VENT BELOW SLAB. DRAWING IS AT SCALE 0 INDICATED WHEN SIZED LEFT ' I RIGHT 36 x 48 two p 1 PLUMBING PLAN 1/8" SAMPLING STATION--�°�--- 1/s" 1�_0" 0-- DRAWING IS AT HALF THE SCALE INDICATED FINISH FLOOR ELEVATION 100'-0" FRONT �� WHEN SIZED 18 x 24 4 • 0 4" COTG . \liriminme..••■•■••••1