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BU P2017 - 00025 OFFICE COPY -;At9 PROpets, ABBREVIATIONS: PROJECT TEAM: tz, ANGLE FAST FASTENER PC PRECAST CLIENT: REGENCY CENTERS /f `a @ AT FB FLAT BAR PIP POURED IN PLACE 5335 SW MEADOWS, SUITE 295 RECEIVED GREENWAY TOWN CENTER LAKE OSWEGO, OR 97035r' O EGQN + AND FBO FURNISHED BY OTHERS PJ PANEL JOINT Ph: 503.603.4709 FEB 2 2017 (� ' Obi;AB ANCHOR BOLT FD FLOOR DRAIN PL PROPERTY LINE CONTACT: RYAN SEXTON %C 4l15, O NC AIR CONDITIONING FON FOUNDATION P. LAM PLASTIC LAMINATE fB EMAIL: ryansexton@regencycenters.com CITY OF TIGARD �elRD NI.$BUILDING DIVISION Qv 31.17 ACT ACOUSTICAL CEILING TILE FE FIRE EXTINGUISHER PLAS PLASTERsuITE ,A. a DESIGN TEAM: WESTERN CONSTRUCTION SERVICES, INC ACOUS ACOUSTICAL FEC FIRE EXTINGUISHER CABINETPLYWD PLYWOOD A CORP OF WASHINGTON .•SIRES. 12r3' 2111 AD AREA DRAIN FF FINISH FLOOR PR PAIR 2300 EAST THIRD LOOP SUITE 110 ADD ADDENDUM FHC FIRE HOSE CABINET PREFIN PREFINISHED VANCOUVER, WA 98661 0 ADJ ADJACENT FIN FINISH PT PRESSURE TREATED Ph. 360.737.0990 Z ADJT ADJUSTABLE FL FLOOR PTD PAPER TOWEL DISPENSER CONTACT: KEVIN KINCAIDCO E: kkincaid@westernconstruction.cam W A.F.F. ABOVE AGG AGGREGATE H FLOOR FLASH FLUOR FLUORESCENT ING PTDR COMBO PAPER TOWEL 0 DISPENSER + RECEPTACLE PROJECT DESCRIPTION: 5 DESIGN PROFESSIONAL RIDGE ENGINEERING, LLC ce ALS AREA LIGHT STANDARD FO FACE OF PTN PARTITION LANDLORD WORK ONLY, NO TENANT WORK AT THIS TIME. THIS PROJECT CONSISTS OF DEMOLISHING THE OF RECORD: 15475 NW NORTH PLAINS,PUMPKIN 9RIDGE ROADW ALT ALTERNATE FOC FACE OF CONCRETE PTR PAPER TOWEL RECEPTACLE ALUM ALUMINUM FDF FACE OF FINISH PVC POLYVINYL INTERIOR OF THE PREVIOUS TENANT EXCEPT RESTROOM AND RISER ROOM. CREATING A NEW Ph: 503.702.9169 Q ANOD ANODIZED FOM FACE OF MASONRY PVMT PAVEMENT CONTACT: RICH BOYER U APPROX APPROXIMATE FOS FACE OF STUD QT QUARRY TILE NON-STRUCTURAL DEMISING WALL AND SPLITTING EXISTING SUITE INTO TWO SUITES 'A' & 'B'. REMOVING EMAIL: ridgeengineering{c coho.net ARCH ARCHITECTURAL FOTS FACE OF TUBE SECTION R RISER SLIDING STOREFRONT AND REPLACING WITH NEW STOREFRONT TO MATCH EXISTING. MOVING ONE PAIR OF CONTRACTOR: WESTERN CONSTRUCTION SERVICES, INC E AUTO AUTOMATIC FRT FIRE RETARDANT TREATED R. RADIUS A CORP OF WASHINGTON to cn _ AF.C. ABOVE FINISH CEILING FT FOOT OR FEET RA RETURN AIR STOREFRONT DOORS & ADJUSTING STOREFRONT AS NEEDED. 2300 EAST THIRD LOOP SUITE 110 Z C C BC BOTTOM OF CURB FTG FOOTING RB RUBBER BASE VANCOUVER, WA 98661 U 2 8 Ph. 360.953.8519 BD BOARD FURR FURRING RD ROOF DRAIN CONTACT: MIKE OGDEN IX _ , E B.F.F. BELOW FINISH FLOOR GA GAUGE REF REFERENCE E: mogden@westernconstruction.com .i0 o 8 g BITUM BITUMINOUS GALV GALVANIZED REEL REFLECTED W 8 N " BLDG BUILDING GB GRAB BAR REFR REFRIGERATOR GENERAL NOTES: CODE SUMMARY: PROJECT DATA: al o 2 m= r- BLK BLOCK GC GENERAL CONTRACTOR REINF REINFORCED P. S M" � E "ca BLKG BLOCKING GI GALVANIZED IRON RESIL RESILIENT JOB NAME: REGENCY GREENWAY TOWN CENTER SUITE A&B a ��`, �R v °° 1. ALL WORK TO COMPLY WITH THE REQUIREMENTS OF CITY OF TIGARD AND THE TENANT SPACE SUITE A: 3442 SQ. FT. o n B.M. BENCH MARK GL GLASS REQ'D REQUIRED CURRENT EDITIONS OF THE OREGON BUILDING CODE. ANY BUILDING OFFICIAL, TENANT SPACE SUITE B: 1444 SQ. FT. Mow _ "' iu,,,, • LI v B.O. BOTTOM OF... GL GLU LAM REV REVISE OR REVISION SUBCONTRACTOR OR TRADES PERSON NOTING DISCREPANCIES SHALL NOTIFY THE TENANT SPACE TOTAL: 4886 SQ. FT. PROJECT LOCATION: 12286 SW SCHOLLS FERRY ROAD PI' o 1 c -5 BOT BOTTOM GND GROUND RM ROOM DESIGNER AND THE CLIENT IMMEDIATELY UPON DISCOVERY. TIGARD, OR 97223 BRG BEARING GP GALVANIZED PIPE RO ROUGH OPENING CURRENT OCCUPANCY: (A2)ASSEMBLY-RESTAURANT(NO CHANGE) V 2. CONTRACTORS SHALL COORDINATE ALL REQUIRED INSPECTIONS BY THE CITY OF SCOPE OF WORK: DEMO EXISTING BAJA FRESH INTERIOR. RESTROOM AND RISER ROOM B.S. BOTH SIDES GRD GRADE RWL RAIN WATER LEADER TIGARD AND ANY OTHER GOVERNING AUTHORITIES AS REQUIRED. NEW SUITE A: 3442 TO REMAIN. ADD NEW DEMISING ROOM TO SPLIT INTO TWO SUITES. BSMT BASEMENT GVP GYPSUM VENEER PLASTER RCP REFLECTED CEILING PLAN NEW SUITE B: 1444 BTWN BETWEEN GWB GYPSUM WALL BOARD S SOUTH 3. CONTRACTORS SHALL VERIFY AND CONFIRM EXISTING CONDITIONS AS SHOWN OR AREA OF REMODEL: INTERIOR AREA 4,886 SQ. FT. BUR BUILT-UP ROOF GYP GYPSUM BOARD SC SOLID CORE IMPLIED ON DRAWINGS PRIOR TO THE START OF CONSTRUCTION OR ORDERING CURRENT EXITS EXISTING SPACE:: 4 o BPW BED PAN WASHER HB HOSE B1BB SCD SEAT COVER DISPENSER MATERIALS, AND NOTIFY THE DESIGNER OF ANY DISCREPANCIES. PROPOSED EXITS SUITE'A': 4 BUILDING CODES: 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) - Q PROPOSED EXITS SUITE'B' 1 2014 OREGON MECHANICAL CODE(OMC) m 0 [OR C CHANNEL HC HOLLOW CORE SCHED SCHEDULE 4. CONTRACTORS SHALL OBTAIN AND PAY FOR ALL TEMPORARY UTILITIES INCLUDING 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC) - Z �/ CAB CABINET HC HANDICAP PARKING STALL SD SOAP DISPENSER ELECTRICITY NECESSARY FOR CONSTRUCTION. LONGEST TRAVEL DISTANCE STE'B' 77' 2014 OREGON PLUMBING CODE(OPC) Z - CB CATCH BASIN HDWD HARDWOOD SECT SECTION PER TABLE 1015.1: 49 MAX. OCCUPANTS FOR SINGLE EXIT 2014 OREGON FIRE CODE(OFC) > co w >_NCNI co CEM CEMENT HDWR HARDWARE SGE SEMI-GLOSS ENAMEL 5. ALL CONSTRUCTION DEBRIS TO BE NEATLY STOCKPILED ON SITE UNTIL DISPOSAL. PER TABLE1014.3: 100'MAX. EGRESS TRAVEL FOR SINGLE EXIT 2014 OREGON ELECTRICAL CODE (OEC) 0 - W C[ CV CFI CONTRACTOR FURNISHED HM HOLLOW METAL SH SHELF ALL DEBRIS IS TO BE DISPOSED OF IN LEGAL MANNER AT A LANDFILL OR RECYCLING OCCUPANCY: A2 > W N. AND INSTALLED HORIZ HORIZONTAL SHTG SHEATHING CENTER. NO DEBRIS IS TO BE DISPOSED OF IN LOCAL WASTE COLLECTION I-•- - 0 CG CORNER GUARD HR HOUR SHWR SHOWER FACILITIES. CONSTRUCTION TYPE: V-B(ASSUMED) >.. 1: co C.I. CONTRACTOR INSTALLED H. HEIGHT SHT SHEET 6. CONTRACTOR SHALL PROVIDE STORAGE FOR ALL BUILDING MATERIALS IN FIRE SPRINKLERS: YES 12:H O' J O ONLY HVAC HEATING 1 VENTILATION/ SIM SIMILAR ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. - -J O CI CAST IRON AIR CONDITIONING SJ SEISMIC JOINT 7. ALL SUBSTITUTIONS MUST BE APPROVED BY THE OWNER, ALONG WITH WRITTEN FIRE ALARM: YES to ❑ CLG CEILING HW HOT WATER SL SLIDING REQUESTS CONTRACTOR SHALL PROVIDE ALL INFORMATION REGARDING THE (� 0W CLOS CLOSET ID INSIDE DIAMETER(DIM.) SM SHEET METAL SUBSTITUTION IN QUESTION, INCLUDING COST. DEFERRED SUBMITTALS: FIRE SPRINKLER OFFICE COPY W Q 0 (/) Q CLR CLEAR INSUL INSULATION SND SANITARY NAPKIN W W J rn CJ CONTROL JOINT INT INTERIOR DISPENSER 8. WRITTEN DIMENSIONS AND NOTES ON DRAWING SHALL TAKE PRIORITY OVER SCALE O/ 1-- to V OF DRAWINGS. DO NOT MEASURE DRAWINGS TO DETERMINE ANY DIMENSIONS. {/3 CMU CONCRETE MASONRY UNIT INV INVERT SNT SANITARY NAPKIN 0z Z COL COLUMN IPS IRON PIPE SIZE RECEPTACLE DRAWINGS ARE IN SCALE FOR PURPOSES OF DESIGN AND INTENT ONLY.ALL 11.1 Q CC) DIMENSIONS SHOWN PLANS ARE FROM AND TO FACE OF FRAMING OR FROM AND TO ENERGY NOTES 0 Jco COMP COMPOSITION JAN JANITOR SPEC SPECIFICATION CENTERLINE OF WALLS, UNLESS OTHERWISE NOTED. N CONC CONCRETE JT JOINT SQ SQUARE THIS 1S JUST A PORTION OF THE CODE AND EACH SUB-CONTRACTOR IS RESPONSIBLE FOR DETERMINING HOW THE CODE APPLIES TO THEIR SPECIFIC TRADE. INSTALLATION OF THEIR PRODUCTS AND MATERIALS ARE TO BE N CO CONCRETE OPENING JST JOIST SS STAINLESS STEEL 9. ALL FEATURES OF THE WORK NOT FULLY SHOWN SHALL BE OF THE SAME TYPE AND TO INDUSTRY STANDARDS AND CONFORM TO THE OREGON ENERGY CODE. r'- CONN CONNECTION KIT KITCHEN S+V STAIN +VARNISH CHARACTER OF THAT SHOWN FOR SIMILAR CONDITIONS. IN THE EVENT OF THAT ` CONST CONSTRUCTION KD KILN DRIED STA STATION ADDITIONAL WORK IS REQUIRED TO COMPLETE THE WORK AS INTENDED OR CODE SECTION COMMENTS REQUIRED BY GOVERNING CODES, YET NOT FULLY SHOWN OR OMITTED BY IN THE U-FACTORS OF FENESTRATION PRODUCTS ARE DETERMINED IN ACCORDANCE WITH NFRC 100 BY AN ACCREDITED, INDEPENDENT LABORATORY, AND LABELED AND CERTIFIED BY THE CONT CONTINUOUS L. LENGTH STD STANDARD DRAWINGS, CONTRACTORS MUST STILL PROVIDE FOUNDATION, CARPENTRY, 303.1.3 MANUFACTURER OR ARE DETERMINED USING THE COMMERCIAL SIZE CATEGORY VALUES LISTED 1N CHAPTER 15 OF THE 2009 ASHRAIE ANDBOOK OF FUNDAMENTALS, TABLE NO. 4 AND SHALL CONTR CONTRACTOR LAB LABRATORY STK STOCK MECHANICAL, ELECTRICAL AND OR/PLUMBING AS REQUIRED FOR CERTIFICATE OF INCLUDE THE EFFECTS OF THE WINDOW FRAME. THE TEMPORARY LABEL AFIXED TO THE FENESTRATION PRODUCTS MUST NOT BE REMOVED PRIOR TO INSPECTION. COVER SHEET CORR CORRIDOR LAM LAMINATE STL STEEL OCCUPANCY. SOLAR HEAT GAIN COEFFICIENT(SHGC)OF GLAZED FENESTRATION PRODUCTS SHALL BE DETERMINED IN ACCORDANCE WITH NFRC 200 BY AN ACCREDITED, INDEPENDENT LABORATORY, AND CR CONTRACTOR ROUGH-IN LAV LAVATORY STOR STORAGE 10. VERIFY ALL DIMENSIONS AND MFR. SPECIFICATIONS OF OWNER FURNISHED 303.1.3 LABELED AND CERTIFIED BY THE MANUFACTURER OR BE DETERMINED USING THE SOLAR HEAT GAIN COEFFICIENTS(SHGC) !N CHAPTER 15 OF THE 2009 ASHRAI HANDBOOD OF FUNDAMENTALS, CRRR CONTRACTOR REMOVED, LB LAG BOLT STRUCT STRUCTURAL EQUIPMENT PRIOR TO CONSTRUCTION. TABLE NO. 10. - RELOCATED+REINSTALLED LDW LESS DOOR WIDTH SUSP SUSPENDED AIR LEAKAGE, INSULATION AND COMPONENT CERTIFICATION CS COUNTERSUNK L.I. LANDSCAPE ISLAND SYM SYMMETRICAL 11. DO NOT SCALE DRAWINGS. CS.J CONSTRUCTION JOINT LKR LOCKER SYST SYSTEM BUILDING THERMAL ENVELOPE INSULATION. AN R-VALUE IDENTIFICATION MARK IS APPLIED(BY MANUFACTURER)TO EACH PIECE OF INSULATION 12 INCHES OR GREATER IN WIDTH. ALTERNATELY, CSMT CASEMENT LL LIVE LOAD T TREAD 303.1.1 THE INSULATION INSTALLERS HAVE PROVIDED A SIGNED, DATED AND POSTED CERTIFICATION LISTING THE TYPE, MANUFACTURER AND R-VALUE OF INSULATION INSTALLED CT CERAMIC TILE LS LANDSCAPING TB TOWEL BAR 303.1.2 INSULATION MARK INSTALLATION. INSULATING MATERIALS ARE INSTALLED SUCH THAT THE MANUFACTURER'S R-VALUE MARK IS READILY OBSERVABLE UPON INSPECTION. CTR CENTER LT LIGHT T+B TOP AND BOTTOM ENERGY DESIGN CRITERIA: CENTER LINE LVR LOUVER TOC TOP OF CURB 303.1.4 INSULATION PRODUCT RATING. THE THERMAL RESISTANCE(R-VALUE)OF INSULATION HAS BEEN DETERMINED IN ACCORDANCE WITH THE U.S. FTC R-VALUE RULE. REUSE OF DOCUMENTS MAT'L MATERIAL TEL TELEPHONE ENERGY NOTES: 303.2 INSTALLATION. ALL MATERIAL, SYSTEMS AND EQUIPMENT ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE INTERNATIONAL BUILDING CODE. CW COLD WATER 1. NO CHANGES TO EXTERIOR BUILDING INSULATION. This document, and the ideas DSL DOUBLE MAX MAXIMUM TEMP TEMPERED 2. REPLACE OR REPAIR ANY BASTING INSULATION DAMAGED DURINGWINDOW AND DOOR ASSEMBLIES. THE AIR LEAKAGE OF WINDOW AND SLIDING OR SWINGING DOOR ASSEMBLIES THAT ARE PART OF THE BUILDING ENVELOPE ARE DETERMINED IN ACCORDANCE and designs incorporated, as an DEMO DEMOLISH MB MACHINE BOLT T+G TONGUE AND GROOVE CONSTRUCTION. 502'4.1 WITH AAMANVDMAICSA 101/I.S.2/A440, OR NFRC 200 BY AN ACCREDITED, INDEPENDENT LABORATORY, AND LABELED AND CERTIFIED BY THE MANUFACTURER. instrument of professional DEPT DEPARTMENT MC MINERAL CORE THK THICK 3. EXIT SIGNS TO BE 5 WATTS MAXIMUM. 502.4.2 CURTAIN WALL, STOREFRONT GLAZING AND COMMERCIAL ENTRANCE DOORS ARE TESTED FOR AIR LEAKAGE PER ASTM E 283. service is the property of MDO MEDIUM DENSITY OVERLAY TJ TOOL JOINT 4. NO CHANGES TO EXISTING HVAC UNITS. Western Construction Services, DF DRINKING FOUNTAIN SEALING OPENINGS AND PENETRATIONS IN BUILDING ENVELOPE ARE SEALED WITH CAULKING OR CLOSED WITH GASKETING SYSTEMS.JOINTS AND SEAMS ARE SEALED IN THE SAME MANNER OR Inc. and is not to be used, MECH MECHANICAL TP TOP OF PAVEMENT 5. ALL PENETRATIONS IN BUILDING ENVELOPE TO BE SEALED PER 502.4.3 502.4.3 TAPED OR COVERED WITH A MOISTURE VAPOR-PERMEABLE WRAPPING MATERIAL in DIA DIAMETER OF THE .OREGON ENERGY CODE. whole or in part, for any reason DIAG DIAGONAL MED MEDIUM TPD TOILET PAPER DISPENSER 6. REMOVE ALL EXISTING LIGHTS EXCEPT RESTROOM AND ALCOVE LIGHTS. without the written authorization DIM DIMENSION MEMB MEMBRANE TPD(S) SURFACE MOUNTED 7. STOREFRONT DOORS U FACTOR= 0.80 SHGC = 0.40 of Western Construction DISP DISPENSER MEZZ MEZZANINE TOILET PAPER DISPENSER 8. STOREFRONT GLASS U FACTOR = 0.45 SHGC = 0.40 Services, Inc. D.JT DEFLECTION JOINT MFR MANUFACTURER TS TUBE SECTION DL DEAD LOAD MH MANHOLE TV TELEVISION N AREA OF WORKN w . DMT DEMOUNTABLE MI MALEABLE IRON TOW TOP OF WALL BUILDING MA ' VICINITY MAP: DRAWING INDEX: ` OFFICE COPY DATE ISSUE DN DOWN MIN MINIMUM TYP TYPICAL NO SCALE SEE A1 .1 NO SCALE AREA OF WORK CITY OF TIGARD01.31.17 PERMIT DO DOOR OPENING MIR MIRROR UNFIN UNFINISHED SHEET NUMBER SHEET NAME REVIEWED FOR CODE COMPLIANCE MISC MISCELLANEOUS UR URINAL _ �d COVER Aj�Proved! DP DAMPROOFINGO _ eetn AO.1 SITE PLANE OTC: C�u l MO MASONRY OPENING U/CUT UNDER CUT '�� -�--�M f ` � � ,� DR DOOR _ 1 U I DS DOWNSPOUT MTD MOUNTED U.N.O. UNLESS NOTED OTHERWISE , D �ptls DSP DRY STANDPIPE MTL METAL VB VAPOR BARRIER _ Sunstone Parc SWSC © A1.0 DEMOLITION PLAN Permit#: 13,9-0/7 --o a a a� ,;�__ ..---�„ _ • -=- Apartments �Rd cn A1.1 FLOOR PLAN Address: _ �_• � - DT DRAIN TILE MULL MULLION VERT VERTICAL r.," DTL DETAIL MEDCAB MEDICAL CABINET VEST VESTIBULE -:.. Sciras Fest . a f'e - 5Vd Shite #: 1 �'� N NORTH VFY VERIFY By, DWG DRAWING - f� _ J Redbox I Q 0 DIAMETER OR ROUND NA NOT APPLICABLE VG VERTICAL GRAIN - Citibank ATM A -i'1 Date: ,` r,. gW Schools Ferry C) 01.- j 7 E EAST NAT NATURAL W WEST Scattysl EA EACH NIC NOT IN CONTRACT W. WIDTH . . . - ' Westwa NO. OR# NUMBER W/ WITH "' e l 4 Creamery Coffee Rush Carl's Jr./Green Burrito 0 oA ammo EF EACH FACE µr r 'YI I. .ne E.AGG EXPOSED AGGREGATE NOM NOMINAL WC WATER CLOSET �" �,. P NS NELSON STUD W.D. WINDOW DIMENSION .A " `.. EJ EXPANSION JOINT r, r EL ELEVATION NTS NOT TO SCALE WD WOOD �►. ," I MI II McDonald's �r aesars Pizza �, NIS NOT IN SHELL ISSUE WF WIDE FLANGE ELEC ELECTRICAL t�' L. �C�ICi Stone Creamery � �, #IIID Greenway Town Center The Barbers OA OVERALL WG WIREGLASS - i t VPPub 0 0(Seh0iIs Ferry) ELEV ELEVATOR t N McMenamins EOS EDGE OF SLAB OBS OBSCURE WH WATER HEATER r S 3 '; t Greenway ENOL ENCLOSURE OC ON CENTER WDW WINDOW '��; • ri;11 /. 0Orangetheory OD OUTSIDE DIAMETER W/O WITHOUT �, .E Fitness Tigard Mud 6ayID a ENGR ENGINEER . Pharmacy Integrative DRAWN BY: TD EP ELECTRICAL PANEL O.F. OWNER FURNISHED WP WATERPROOF ` ` El. .' °, _ QVerizon Authorized Pharmacy w CHECKED BY: KK EQ EQUAL D.F.C.I. OWNER FURNISHED WRB WEATHER RESISTANT r 4 ❑ ` Kiss Car Wash Retailer-A Wireless EQUIP EQUIPMENT CONTRACTOR INSTALLED BARRIER ,o, --,.0 f.` _ "` y Nails - MOD Pizza} � crass ES EACH SIDE OFF OFFICE WRGB WATER RESISTANT - C . >'',..-`-.,,,. L--'''' JOB # : 17-REG-100 EW EACH WAY OH OVERHEAD GYPSUM BOARD r 1 4I -S Rite Aid c�wr�,, EDF ELECTRIC DRINKING OPNG OPENING WN WATERSTOP p' ' r \,- / ()Dollar Tree 0 tid Whole Foods Market OPP OPPOSITE WSCT WAINSCOT I a g SCALE: AS NOTED FOUNTAIN -Tigard ra OS OUTSIDE WT WEIGHT .• "` i,rrle CaesarsP.izza 11� „. " EXIST EXISTING �' EXP EXPANSION OF] OWNER FURNISHED+ WWF WELDED WIRE FABRIC I r IV 1J it 1' -Atif INSTALLED ' ` lc I v SHEET NUMBER: EXT EXTERIOR r PAR PARALLEL ,. �, ._ - 4.-' it Meadow Cir SW Springwood Dr FA FIRE ALARM „+ I / r` Meadow Cir ._ AO.O / ,11tOPROF6•61 7;0%711 k. 0, / F7 iii ' ../..:...2e...--- 0 EGON , gb f4RD IA.i3° 0031.17 , 'EXPIRES: 12/3' 2)11 0 z C') w _. .... .. „ ._. , --- - - .,.,. - --'''-7----'-- - --- .----- ------- -- PA. ..• . . . . .. . ._ . _ . . . 5 ---‘11 ....4."'"'-- • ' , . ,,,,. ,o, 4, ,-.,,.• - ,,..,,, ..--4 ... .,, -..d . t. 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'. - ' Ir.„4,,,,' , yklid 0,- le , of Western Construction 40 . , • -' ''-'''--1.r.*-,-'4--: r , 140.,Nlit 1_ Who1ef-oodseMark -1. .. • , . I. ii. . ii, . . 41, . ,No . li . Services, Inc. a 44. RI e Aid ., 4,4' 44 -ila,„,.. -*'- **- ,,_.r• . - . . 40, 1 . 1 , kog .. Ai.. ri ...., . i - -* 1.2.. _ r.. .; .,... .". o D liarTree 0.ii - # . It I' ..,,..-,,..."14-* .. . . a . , .,_. 1 . DATE ISSUE irl' I t '_'.:ii-' • .ctit tir 44, *, 4 t tr. ....1 :: 01.31.17 PERMIT ir 4 . % 4 . A 1 T El 41 ir ,, - 4 , , aa - c-c x . yi a I .. I . IN 3 ip i ,lik. -CM?' - 41 -Ir- . i i . „t„,-,, r .., , , 10 0 11' „ -.4 . * * ; 1 , , _ ..,.. . k . , , I lt, 10‘110 ;, I 4 -4 .''''': . .,'''.. Or„r ''c. k ..,..-• . ” ,.. '^1 LE' imp• . Dli.' I. ',..,..,,. ,sr .,..• ., . i ,- . ' , 1,,, _ 1$, IlielaiiiiLG . () Ogle , impliere ,. i, i-- , 1 ... . . .2._,..., .. ,.. MIL _. . a . 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( © 1 i �i I I II / -_ Q �� I � /�! II I I- H I / m O ll— PASS-THRU / — L OFD I I DROP CEILING I I OFFICE / Z — Z Ce \ N. © LL " —LI DROP CEILING / w M \ \\ \ 9'-1 0 A.F.F. / 9'-10" A.F.F. / > _ 2 N v _ � \ O / / 0 < W D ti © I ■ ��_ i r Ir-Fs r- �� -1� LL / I-- - O IL' I / I it II h / ¢ Q_ J 0 / ®I H ���� , �. SEATING FS 'F 7 / O 0 �\ DROP CEILING I 0i X I / Z ❑ _ \ 9'-10"A.F.F. I ~FD / w ce Ce 0 Lt ADJACENT \ -��J LI /, / w w o u) < TENANT ® i 4� r _ DEMOLITION GENERAL NOTES Ce ~ Z (1) N.I . / / 1. DEMO ALL INTERIOR WALLS, DOORS, FLOORING, O©O W Q cO / • _ SOFFITS, FANS, SLACK WIRES, ETC. EXCEPT AT 0 J CO / / KITCHEN PREP EXISTING RESTROOMS, RR ALCOVE AND RISER ROOM. N I / DROP CEILING 2. DEMO ALL CEILINGS SO ROOF STRUCTURE IS EXPOSED r I I 9'-10"A.F.F. KITCHEN STORAGE ALCOVE ALL RAND RIMS SER ROOM.CEPT OOMS, RESTROOM 1 I DROP CEILING 3. PATCH WALLS WHERE REMOVED WALLS MEET WALLS I I Cr CAC, 9'-10"A.F.F. TO REMAIN. OQ I l REMOVE/CAP/PATCH 4. SAFE OFF ALL ELECTRICAL AS NECESSARY. I 1 ALL EXISTING ROOF ��FD 5. CAP OFF ALL PLUMBING AS NECESSARY. DEMOLITION PLAN \ TOP EQUIPMENT Lt—_—_-1I 6. 1 RTU TO REMAIN FOR SUITE'B'(SEE SHEET A1.1). \U I.N.O. O RECIRCUIT TO NEW PANEL. VERIFY RTU LOCATION 1 WITH GC PRIOR TO START OF WORK. DISCONNECT 0 \ AO \ L AND DEMO ALL OTHER ROOF TOP EQUIPMENT. (3) RTU'S, (1) MAU, (1)GREASE FAN W/ 15'OF DUCT ON \\ \ I ROOF AND(2)CONDENSERS. REMOVE CURBS AND PATCH ALL LOCATIONS. \N. — - 7. ROOF PATCH (1) 6X8 CURB AT RTU TO REMAIN. N 8. LEAVE ALL FIRE SPRINKLER LINES AND HEADS.ADJUST I HEADS AS REQUIRED BY NEW WALL. ADJACENT --I— — REUSE OF DOCUMENTS (1)UITEXISTINGTO REMAINN I — DEMOLITION KEYED NOTES: This document, and the ideas CURB/UNIT TO \ II FD it -1 TENANT _ and designs incorporated, as an — — —— ` I A .C. CQ DEMO EXISTING CASHIER COUNTER, MENU BOARD instrument of professional I \\ F —I 1 V C AND ALL ASSOCIATED EQUIPMENT. service is the property of 0 \ �I Western Construction Services, \� SEATING r \ Ft-I CB DEMO ALL EXISTING KITCHEN EQUIPMENT Inc. and is not to be used, in I \� DROP CEILING L - _ whole or in part,for any reason \\ 9'-10"A.F.F. II \ CQ \ DEMO EXISTING DRINK STATION, SOFFIT AND WALL. without the written authorization N IFILof Western Construction - - - 0 Services, Inc. DEMO EXISTING SALSA BAR&SOFFIT ED REMOVE EXISTING CEILING, LIGHTS, DUCTING Si. I- ` O CONDUIT. DATE ISSUE \---\ o DEMO ALL EXISTING PLUMBING THIS ROOM. 01.31.17 PERMIT \ \ \ \ � �L J n DEMO ALL EXISTING FLOOR DRAINS THIS ROOM. 1 r' HO REMOVE EXLSTING WALK-IN. / O 0 \ ; � JO REMOVE DUSTING STOREFRONT DOOR AND 1 / SALVAGE FOR REUSE. NG „___1 ) \ OO C DEMO DUSTING STONE FOUNTAIN. ( �� \� n DEMO DUSTING STONE WALL. Nk\ THIS ROOM, NO CHANGE. \\\ SEATING 0 \ DROP CEILING 0 DEMO EXISTING COUNTER. \\\\ 9'-10"A.F.F. O INTERIOR COURTYARD \\,, © DUSTING ELECTRICAL PANELS TO REMAIN. DROP CEILING \ 9'-10"A.F.F. OD C) REM MOVE EXISTING EXIT SIGN AND SALVAGE FOR L 00 \\ S � // ® EXISTING EXIT SIGNS TO REMAIN. /////////.1 = — = = = =_ =-_- _ = = = = CD [ __ 11 - _ _ TfJ / ////// {�C / f IF Q REMOVE EXISTING EXTERIOR OPERABLE DRAWN BY: TD II / \ II STOREFRONTOPENING. CHECKED BY: KK EL \` ® DUSTING DEMISING WALL TO REMAIN. REPAIR ANY /If/ DAMAGED ,DAMAGED AREA. JOB # : 17-REG-100 CU EXISTING COLUMN TO REMAIN. CV REMOVE ALL DUSTING WAINSCOT ON WALLS THAT SCALE: AS NOTED ARE TO REMAIN, REPAIR WALLS. SHEET NUMBER: N 0 DEMOLITION PLAN Scale: 3/16" = 1'-0" A1 .0 �U PRQFFS y ,s. I` Fp % � O EGON ,b 1:0110/5 RD NI. 01.31.17 EXPIRES: 12/3' 2111 66'-2" y / 4'-3" y 18'-9" y 0 Z e� W '////Y X/ ! /f (102) - ////////////////7////////// / ///////////// (105) If / 4L ill V / f f //F I.L 1 m r , u. _ _ m �� •1 • DOOR SCHEDULE LU (M)RESTROOM / \ ��,RISER TAG SIZE FRAME DOOR FUNCTION HARDWARE NOTES Z 0 ro FtIARD CEIIJN{ i ROOM TYPE TYPE -5"A.F.F. / 1\ / (100) (2)3'-0"x T-0" MATCH EXISTING STOREFRONT A SWING 2 - 0 rn - -X0103) _ --... --- t‘ _ D EXISTING PANELS TO ail" (2)3'-O"x T-0" REUSE EXISTING STOREFRONT FRAME (E) SWING 2 SALVAGED STOREFRONT DOOR H o I REMAINFOR SUITE A, 1 - ° 1 r RR'S& RISER ROOM E 7' (E)3'-O"x -0" EXISTING (E) (E)SWING 1 g °' R.R. U co 8 `Q I ALCOVE r I C103) (E)3`-0"x 7'-0" EXISTING (E) (E)SWING 3 , `9 E LEGEND W v _cO — — DEMO WALL �4 / -� / ` C104) (E)3'-0"x T-0" EXISTING (E) (E)SWING 3 N B. o 46" I 1 EXISTING WALL TO REMAIN / \ / cu gig _ '` W 8 � �m 1 I (�[�� (E)3-0 x 7-0 EXISTING (E) (E)SWING 1 J N P- 8 cop- ,NEW 4"STUD DEMISING WALL W/ - tyY1 RESTROO x1v • .-K 5/8 GYP EACH SIDE. _ FARD CEILIN ::::: :: EXISTING1� "— — MINIMUM ADA CLEARANCE LINE 'S'-5 Af _ ��/ / - 0. (107) EXISTING (E) (E)SWING 1 c.l az i 8 DOOR TAG, SEE SCHEDULE ON \ - Itili � (101) SHEET1.1 NEW EMERGENCY SAFETY LIGHT DOOR"A" ALUMINUM FRAME W/ HARDWARE#1 VERIFY EXISTING HARDWARE IS 1N (TEMPORARY LIGHT ONLY) TEMPERED GLASS, MATCH WORKING CONDITION. EXISTING EXIT LIGHT 5 WATTS MAX.W/BATTERY I HARDWARE#2 RE-KEY TO NEW OWNER SPECIFICATIONS. BACKUP, VERIFY BATTERY IS WORKING I PROVIDE A SIGN WITH 1" HIGH LETTERS 0 STUB IN SANITARY LINE 'THIS DOOR TO REMAIN UNLOCKED WHEN AND WATER LINE USING AO BUILDING IS OCCUPIED" m Z 0 EXISZ It TING PLUMBING, 2 LOCATION TO BE 0 HARDWARE#3 EXISTING HARDWARE TO REMAIN 06 LU >— Cr) A1.1 DETERMINED PER / > _ 2 w CV EXISTING COLUMN PLUMBING LAYOUT. LLI N FLOOR PLAN NOTES: \ / 0 Q /To REMAIN 77/ r///✓//7.'i/////`//1_/r1✓//✓///✓///✓ /.✓� 1Q LL 1. EXISTING LIGHTS IN RESTROOMS AND ALCOVE TO REMAIN. 0 W Et2. STOREFRONT DOORS U FACTOR = 0.80 SHGC = 0.40 r NEW ELECTRICAL / a J O 3. STOREFRONT GLASS U FACTOR = 0.45 SHGC =0.40 / PANEL, SUPPLY NEW / FEED TO PANEL // STUB IN SANITARY LINE / 13AND WATER LINE USING 0 w N 0 ADJACENT EXISTING PLUMBING, I.L Ce LOCATION TO BE w w 1111 0 co < / DETERMINED TENANT PLUMBING LAYOUT N. I .C . w Z ~ / / _Jco / r 0 N ✓ N / / / r- / i co/ / r / / 4 FLOOR PLAN / ✓ / / / / / / / / \ (1) EXISTINGRTU / CURB/UNIT TO REMAIN `/ 01 / SUITE 'A' / SUITE 'B' ADJACENT REUSE OF DOCUMENTS ' 2 3442 SQ FT A1.1 / 1444 SQ FT , TENANT This document, and the ideas t; 0 and designs incorporated, as an / ,n N.I .C.I I P+. instrument of professional / V' 'l� / BOTTOM OF EXISTING ROOF DECK service is the property of / Western Construction Services, / 0 600T200-43 FOR DEFLECTION TRACK OR 54 Inc. and is not to be used, in / / MIL. PREMANUF. DEFLECTION TRACK, whole or in part, for any reason / ALLOW FOR MIN. 1" DEFLECTION without the written authorization / of Western Construction / ; Services, Inc. / _ SCREW DEFLECTION TRACK TO BOTTOM OF / ROOF DECK W/(2)#8 SCREWS @ 16"O.C. / FIRE SEALANT, EA.SIDE / — r I - \ �_ BOTTOM OF EXISTING ROOF DECK DATE ISSUE / ( e mim :—i 01.31.17 PERMIT / / , C° 11 IIII rte ! SCREW TRIM TO DEFLECTION TRACK / _ ISI+`'�i.l / W/#8 SCREWS @ 16"O.C. / � O / / 518"X 6"GYP. BD. COVER TRIM / WI r - SCREW FIRST LAYER OF GYP. BD. TO / 101STUDS ONLY / / _ -.Amor / R-11 BATT INSULATION / / / - + -01, 600S137-33 METAL STUDS @ 16"O.C. / o / - _ I ,- // NEW STOREFRONT AS 5/8"TYPE'X'GYP. BD. EA. SIDE / EW STOREFRONT, / NECESSARY FOR NEW _ _ MATCH EXISTING // DOOR INSTALLATION, HILTI POWDER ACTUATED FASTENER/6 MATCH EXISTING@ 23'-8" ,, 24'-4" _ 16"O.C. W/7/8" EMBED • (101 ) (100 600T150-30 CONT. TRACK(UNO)W/#8---) --_. DRAWN BY: TD SCREWS(NS, FS) CHECKED BY: KK • ai8'-2 1/2"+/- y 6'-0" 8'-2 1/2"+/- 4'-4" 2'-2„ 6'-0" pI- �f / �� --------- FIRE SEALANT, EACH SIDE REINSTALL SALVAGED NEW STOREFRONT DOUBLE JOB # : 17-REG-100 STOREFRONT DOUBLE DOOR, DOOR TO MATCH EXISTING, U.L. DESIGN REINSTALL SALVAGED EXIT INSTALL NEW EXIT SIGN, W/ NO. U425 SIGN, W/BATTERY BACKUP, BATTERY BACKUP, ABOVE 1 HOUR SCALE: AS NOTED ABOVE DOOR DOOR SHEET NUMBER: _ELNCI__,) NEIN FLOOR PLAN 2� WALL DETAIL Scale: 3/16" = 1'-0" Scale: 1 1/2" = 1'-0" Al . 1