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Plans (6) BU P2017 - 00025 OFFICE COPY ABBREVIATIONS: PROJECT TEAM: �y�,,,�oPRog9s�o CLIENT: REGENCY CENTERS ;/ .y4 12 < ANGLE FAST FASTENER PC PRECAST ir GREENWAY TOWN CENTER 5335 SW MEADOWS, SUITE 295 RECEIVEDopc r @ AT FB FLAT BAR PIP POURED IN PLACE LAKE OSWEGO, OR 97035 + AND FBO FURNISHED BY OTHERS PJ PANEL JOINT Ph: 503.603.4709re 0 EG' AB ANCHOR BOLT FD FLOOR DRAIN PL PROPERTY LINE CONTACT: RYAN SEXTON FEB 2 2017 qac GZY15 ztO$ NC AIR CONDITIONING FDN FOUNDATION P. LAM PLASTIC LAMINATE EMAIL: ryansexton@regencycenters.com CITY OF TIGARD OA/ �.0� ACT ACOUSTICAL CEILING TILE FE FIRE EXTINGUISHER RAS PLASTER SUITE 'A' & ' B' BUILDING DIVISION ol'31.17 ACOUS ACOUSTICAL FEC FIRE EXTINGUISHER CABINETPLYWD PLYWOOD DESIGN TEAM: WESTERN CONSTRUCTION SERVICES, INC ''-EXPIRI : 12/3. 2117 A CORP OF WASHINGTON , 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 V ADJ ADJACENT FIN FINISH PT PRESSURE TREATED Ph. 360.737.0990 Z ADJT ADJUSTABLE FL FLOOR PTD PAPER TOWEL DISPENSER CONTACT: KEVIN KINCAIDCD AGG AGGREGATEHFLOOR FLUOR FLUORESCENT IDIISPENS R A.F.F. ABOVE FLASH PTDR PAR TOWEL PE EPTACLE PROJECT DESCRIPTION: E: kkincaid@westernconstruction.com 0 DESIGN PROFESSIONAL RIDGE ENGINEERING, LLC 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 PUMPKIN RIDGE ROAD W ALT ALTERNATE FOC FACE OF CONCRETE PTR PAPER TOWEL RECEPTACLE ' NORTH PLAINS, OR 97133 ALUM ALUMINUM FOF FACE OF FINISH PVC POLYVINYL INTERIOR OF THE PREVIOUS TENANT EXCEPT RESTROOM AND RISER ROOM. CREATING A NEW Ph: 503.702.9169 Z ANDD 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@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 W p cc AUTO AUTOMATIC FRT FIRE RETARDANT TREATED R. RADIUS A CORP OF WASHINGTON Cl) of _ A.F.C. ABOVE FINISH CEILING FT FOOT OR FEET RA RETURN AIR STOREFRONT DOORS & ADJUSTING STOREFRONT AS NEEDED- 2300 EAST THIRD LOOP SUITE 110 ZL ot--- VANCOUVER, WA98661 U rn 8 '2 BC BOTTOM OF CURB FTG FOOTING RB RUBBER BASE to = Ph. 360.953.8519 z BD BOARD FURR FURRING RD ROOF DRAIN CONTACT: MIKE OGDEN '9 E B.F.F. BELOW FINISH FLOOR GA GAUGE REF REFERENCE E: mogden@westernconstruction.com UJ 0- •o Co BITUM BITUMINOUS GALV GALVANIZED REFL REFLECTED W C .0) n 2 Fel BLDG BUILDING GB GRAB BAR REFR REFRIGERATOR GENERAL NOTES: CODE SUMMARY: PROJECT DATA: om`Ur BLK BLOCK GC GENERAL CONTRACTOR REINF REINFORCED N 8 r" co BLKG BLOCKING GI GALVANIZED IRON RESIL RESILIENT JOB NAME: REGENCY GREENWAY TOWN CENTER SUITE A&B v m d m 1. ALL WORK TO COMPLY WITH THE REQUIREMENTS OF CITY OF TIGARD AND THE TENANT SPACE SUITE A: 3442 SQ. FT. C) 9i o t1 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. �� F. W 2 m 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 11101a M 2 u `= BOT BOTTOM GND GROUND RM ROOM DESIGNER AND THE CLIENT IMMEDIATELY UPON DISCOVERY. TIGARD, OR 97223 a BRG BEARING GP GALVANIZED PIPE RO ROUGH OPENING CURRENT OCCUPANCY: (A2)ASSEMBLY-RESTAURANT(NO CHANGE) 3 2. CONTRACTORS SHALL COORDINATE ALL REQUIRED INSPECTIONS BY THE CITY OF SCOPE OF WORK: DEMO EXISTING BAJA FRESH INTERfOR. 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 a BPW BED PAN WASHER HB HOSE BIBB 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) I.O. 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 Ce CAB CABINET NC HANDICAP PARKING STALL SD SOAP DISPENSER ELECTRICITY NECESSARY FOR CONSTRUCTION. LONGEST TRAVEL DISTANCE STE'B' 77' 2014 OREGON PLUMBING CODE(OPC) z wx CB CATCH BASIN HDWD HARDWOOD SECT SECTION PER TABLE 1015.1: 49 MAX. OCCUPANTS FOR SINGLE EXIT 2014 OREGON FIRE CODE(OFC) > W W >_ co 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) CEM CEMENT HDWR HARDWARE SGE SEMI-GLOSS ENAMEL 0 Q W N CFI CONTRACTOR FURNISHED HM HOLLOW METAL SH SHELF ALL DEBRIS IS TO BE DISPOSED OF IN LEGAL MANNER AT A LANDFILL OR RECYCLING (` AND INSTALLED HORIZ HORIZONTAL SHTG SHEATHING III CENTER. NO DEBRIS IS TO BE DISPOSED OF IN LOCAL WASTE COLLECTION OCCUPANCY: A2 H. - 0 FACILITIES. CG CORNER GUARD HR HOUR SHWR SHOWER CONSTRUCTION TYPE: V-B(ASSUMED) >- W CO Q C.I. CONTRACTOR INSTALLED H. HEIGHT SHT SHEET 6. CONTRACTOR SHALL PROVIDE STORAGE FOR ALL BUILDING MATERIALS IN Q -FIRE SPRINKLERS: YES a J 0 ONLY HVAC HEATING/VENTILATION/ SIM SIMILAR ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. D J _ CI CAST IRON AIR CONDITIONING SJ SEISMIC JOINT 7. ALL SUBSTITUTIONS MUST BE APPROVED BY THE OWNER, ALONG WITH WRITTEN FIRE ALARM: YES Q O Q CLG CEILING HW HOT WATER SL SLIDING REQUESTS Z v/ CLOS CLOSET ID INSIDE DIAMETER(DIM.) SM SHEET METAL SUBSTITUTION hIN QUESTION, INCLUDING COST.TRACTOR SHALL PROVIDE ALL INFORMATION REGARDING THE DEFERRED SUBMITTALS: FIRE SPRINKLER OFFICE COPY LU 0 0 it CLR CLEAR INSUL INSULATION SND SANITARY NAPKIN LU W O ® !01'1 CJ CONTROL JOINT INT INTERIOR DISPENSER 8. WRITTEN DIMENSIONS AND NOTES ON DRAWING SHALL TAKE PRIORITY OVER SCALE c/ F-- o cJ CMU CONCRETE MASONRY UNIT INV INVERT SNT SANITARY NAPKIN OF DRAWINGS. DO NOT MEASURE DRAWINGS TO DETERMINE ANY DIMENSIONS. 1'1 Z z (I) (- DRAWINGS ARE IN SCALE FOR PURPOSES OF DESIGN AND INTENT ONLY.ALL V J co COL COLUMN IPS IRON PIPE SIZE RECEPTACLE DIMENSIONS SHOWN PLANS ARE FROM AND TO FACE OF FRAMING OR FROM AND TO ENERGY NOTES W COMP COMPOSITION JAN JANITOR SPEC SPECIFICATION CENTERLINE OF WALLS, UNLESS OTHERWISE NOTED. CONC CONCRETE JT JOINT SQ SQUARE THIS IS 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 IN 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) IN 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: i 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 ENERGY NOTES: CW COLD WATER MAT'L MATERIAL TEL TELEPHONE 1. NO CHANGES TO EXTERIOR BUILDING INSULATION. 303.2 INSTALLATION. ALL MATERIAL, SYSTEMS AND EQUIPMENT ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE INTERNATIONAL BUILDING CODE. This document, and the ideas DBL DOUBLE MAX MAXIMUM TEMP TEMPERED 2. REPLACE OR REPAIR ANY EXISTING 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 AAMAANDMA/CSA 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, in 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. 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 WORK, N DMT DEMOUNTABLE MI MALEABLE IRON TOW TOP OF WALL BUILDING MAT VICINITY MAP: DRAWING INDEX: . OFFICE COPY- DATE ISSUE MINIMUM TYP TYPICAL SEE A1 .1 AREA OF WORK 01"31"17 PERMIT MIN DN DOWN NO SCALE NO SCALE C CITY OF TIGARD MIR MIRROR UNFIN UNFINISHED SHEET NUMBER SHEET NAME DO DOOR OPENING REVIEWED FOR CODE COMPLIANCE DP DAMPROOFING MISC MISCELLANEOUS UR URINAL A0.0 COVER SHEET DR DOOR MO MASONRY OPENING U/CUT UNDER CUT • . •, - --- - Rd Approved: DS DOWNSPOUT MTD MOUNTED U.N.O. UNLESS NOTED OTHERWISE .• - Felt l AO.1 SITE PLAN MTL METAL VB VAPOR BARRIER .�.-= O D p1`S Permit# , e1� t� \� DSP DRY STANDPIPE Apartments Parc SW SC 6 . Paol7 -000as L . -- - - ~ Apartments A1.0 DEMOLITION PLAN DT DRAIN TILE MULL MULLION VERT VERTICAL _ w, ".._.- - / ® Address: _ DTL DETAIL MEDCAB MEDICAL CABINET VEST VESTIBULE -3 Al.i FLOOR PLAN 1 C . DWG DRAWING N NORTH VFY VERIFY - r d SNI SC NJ Ferry Rd O N Suite #• Qc ` �� 0 DIAMETER OR ROUND NA NOT APPLICABLE VG VERTICAL GRAIN J - , r �a RCtibank ATMA r Date: a_ J E EAST NAT NATURAL W WEST SW Scholls Ferry B rn EA EACH NIC NOT IN CONTRACT W. WIDTH L. Scottys 0 • EF EACH FACE NO. OR# NUMBER W/ WITH NOM NOMINAL WC WATER CLOSET _ � 11:4 Wt •1• •neCreamery A aWestwo E.AGG EXPOSED AGGREGATE <, ; Cads Jr./Green Burrito EJ EXPANSION JOINT NS NELSON STUD W.D. WINDOW DIMENSION ` ...Ir- Coffee P EL ELEVATION NTS NOT TO SCALE WD WOOD K. --Jir" 3 - iNi ci, NIS NOT IN SHELL ISSUE WF WIDE FLANGEMcDonalds " aesars Pizza ELEC ELECTRICAL Sc..r' ^■1�C�18Stone -- Greenway Town Center TheBarbers D OA OVERALL WG WIREGLASS (Scholls Barbers ELEV ELEVATORL r - MeMenamins a EOS EDGE OF SLAB OBS OBSCURE WH WATER HEATER i` j� ` ► s �••�••� ©Greenway Pub Ferry) ENCL ENCLOSURE OC ON CENTER WDW WINDOW 4 :{'�'' (.A� Oran etheo if �!!� ♦ �- leFitnessTig d Mud Bay 0 ENGR ENGINEER OD OUTSIDE DIAMETER W/O WITHOUT e, l}+ v Pharmaca Integrative DRAWN BY: TD EP ELECTRICAL PANEL O.F. OWNER FURNISHED WP WATERPROOF • Z `"%a 4.r °. QVerizan Authorized Pharmaoy0 CHECKED BY: KK EQ EQUAL O.F.C.I. OWNER FURNISHED WRB WEATHER RESISTANT ` - ` Kiss Car Wash Retailer-A Wireless MOD Pizza® EQUIP EQUIPMENT CONTRACTOR INSTALLED BARRIER 1:11:-.211111:1C11::::•4111N 0Classy Nails rn ES EACH SIDE OFF OFFICE WRGB WATER RESISTANT 111110 4:4,1 - lir \ JOB # : 17-REG-100 OH OVERHEAD GYPSUM BOARD : Rite Aid "' EW EACH WAY S • "q Dollar Tree 0 0 GI EDF ELECTRIC DRINKING OPNG OPENING WW WATERSTOP g' _ _ Q Whole Foods Market FOUNTAIN OPP OPPOSITE WSCT WAINSCOT r B -Tigard m I \ SCALE: AS NOTED OS OUTSIDE WT WEIGHT s sars iz ", tEXIST F�CISTING �EXP EXPANSION OFI OWNER FURNISHED+ WWF WELDED WIRE FABRIC t e f 1 t z: •EXT EXTERIOR INSTALLED " ( la SHEET NUMBER: PAR PARALLEL ;'^ Oir Meadow Cir SW Springwood Dr FA FIRE ALARM I # J Meadow Cir A0.0 n 1 , 1 K /;8EO PROFF e., ciet. i 5 .7 Ys E✓ „ 0 EGON ,3 • %?D r4.0o ot•3t.17 'EXPIRES: 12/3' 2)I-1 0 z 0) W .� — U Y. 4Lt w«r _ -. f ww r �+ O a e a. .''•pymn:q.. `•.+'r"vY,„�'3. ,-aeo a.. .t+u.W"`^" in �S !' w�.¢ !it'd' F', y 1 ,a ��y C yyr• ,T$' $lY, -r - >.,.ww ..n—.m`.—'ice .. .h Y sS'.[^v+=y, '' 4 3 g a 1 � .� .w-. .. ...-.:..,T•.">�' , ...:.. ,,,o_., y y e r°'r,q�T. .r «.-,.... P' ",r - „„ YwR i t i ALJ' E111 I-�T i - Z -Sic ti r k • .r,w..o-f, -.. _ ry 'aw-'�aa' a ,. :8.. x +"�`xh� -� " ' 1 i y N f .v<.w._..:at i q A .,..v f • . "l - .rwr- ._ _ $ F 10 W O x k _.. -.w 3LS^m i z t (Q s • �� x s- `- hh vWdWd N AREA OF WORK .. I'I 1 4.. '[. 's , � SCt ' ';� i J83F28W� t•-, s ". a it' . I ( t. b u. n4' 0 f� 4J.7 a s ra. a s�y V to SEEA1 . 1 - � � � �.. � h = ,� .f �. .- �. � � w3 =CI ,'sw t ] 40445i. .� o o a to a Creamer,,, `` , � ' I , It 111111, # u N 4.4 ostr � Irl e AS Ot z - ' w T - ,n R TTM _ = �_ • — Li- ,, f �` ° -ten _ 1 ' ' I 9 i A 1M' }I d �.y _ 11:17 4i W N 11, • Mc l '44444 t _ .. t „, 1 ^ 4 J rel 3 _ • .. _tap- ,, r I's1 LI* #01 ( Q LL O millt I r - .�N Greenway 1, own Center - Barbiers s W o Q iytv�ena�gm� ins `� ILLI J f m t r Lir reenway Pub— ____ (•^/ Q CO TM V t ' , y.a pIliP ,y k CO to i _ Y fw t w Gran el ecry ; ? N Y a .. Fite es igard � a \ s r [tv1 {{ fy tld �� s�,. ,� � ` + SITE PLAN r 3 r a . Phi rrin . Integre .. : 071 mi.-i .,di. . --- iii, , s r ., L.f. ' - - hi • f ' i I - i '.w. = z a ,-1:11 `d d m q .. .# _ s R - al er •-` A Wireless ... r 01.1 x f + k `1 P IR 1 . �' - ` Ct B . rI"� I"t / .' iiairrai G. ' r ill j0S 4 ti' MOD- p iz0 a r x a REUSE OF DOCUMENTS - . r This document, and the ideas I , i * "" a and designs incorporated, as an :' 40 *� _,sC . �z >� ry instrument of professional , service is the property of ----•_ ' T - t.114:11' ,^ : I ' ' , SI Western Construction Services, > r Inc. and is not to be used, in ,-;,;',.:,-4: € ys whole or in part, for anyreason c. ,,.,� , without the written authorization ry } �' of Western Construction r ; s hole Foil es Markel 4,1"y _ p. ; Services, Inc. p Rite Aid Irk Do �� € &C.) DATE ISSUEN . ilr ..: ,,, i it . jar is ,, 01,31,17 PERMIT r` , a . G • am ` VNi dovvilattiret r DRAWN BY: TD CHECKED BY: KK JOB # : 17-REG-100 SCALE: AS NOTED N SHEET NUMBER: e 0 SITE PLAN NOT TO SCALE A0. 1 ����iQ PRO��s/oar i lir „ O EGON *a % 2v15 'ZCnykrt Ag M.60 Oi 31.17 WIRES: 12/3' 2)1/ U Z_ M cw o 0 /////////F Tpal///////////////////o///////////// /////// 4/F ' vs, 9'/ i///// w (N) RESTROOM ON: \ 0 0 0 RISER/ ZZ HARD CEILINQ ROOM/ 0 \8'-B"A.F.F. / © \ / U / / D co \\ � \ - — O / 0✓ 0 30 F- O — — r J ® / z c `" > HALL RR. — 0 / OU m 8 2 O I ALCOVE � o ` J BANQUET ROOM 1 / z 3 .CI E DROP CEILING Q _m CO 10'-10"A.F.F. 0 LLl o t°Nm150 O 1Jo/ ' \\ // ' \ 1 w oSr,'n 8wNRESTROO / (0 W E N oARD CEILIN \ $'S EI GQM \\ / L J 11.3.: i z Waw wm � . al o BANQUET ROOM , .W=_ DROP CEILING i 0LN. / 9'-10"A.F.F. ( © 1 r _,T *? 0 \ o II N II I II II / m 0¢ `// II V, / I PASS-THRU - I / _ - -, II_ oFD I I DROP CEILING I I OFFICE / Z - Z CK \ © IL _U DROP CEILING / \ \\ \ 9'-10"A.F.F. / 9'-10" A.F.F. j > - M CL (N \ o \ 0 / / O _Q w C‘ ti =I- c r - � I= - - i I r � a II hi / / IJ Q ~ a MI0 / I 1-- -1 LL / NQI / __I / SEATING FS CI � � / O —\ DROP CEILING I F9 I X i / Z ❑ _ \ 9'-10"A.F.F. I ADJACENT \ _ __i ,J J �,FD � j / W W Q i //�_ - - J 4 C� TENANT o I ' Ce ,��� I ) DEMOLITION GENERAL NOTES z Z (n H / \\\ / 1. DEMO ALL INTERIOR WALLS, DOORS, FLOORING, < (Q N.I .C. / i CO / / O©0 /// EXISTINSOFFITSG FARESTROOMS, RR SLACK ALCOVE AONDEPT AT RISER ROOM. 0 N / / KITCHEN PREP 2. DEMO ALL CEILINGS SO ROOF STRUCTURE IS EXPOSED N / / DROP CEILING �— 9'-10"A.F.F. KITCHEN STORAGE IN ALL ROOMS EXCEPT RESTROOMS, RESTROOM ROOM.ALCOVE AND RISER I I DROP CEILING 3. PATCH WALLS WHERE MOVED WALLS MEET WALLS I I 000 9'-10"A.F.F. TO REMAIN. 00 I \ REMOVE/CAP/PATCH 4. SAFE OFF ALL ELECTRICAL AS NECESSARY. DEMOLITION PLAN \ \ ALL EXISTING ROOF `'FD 5. CAP OFF ALL PLUMBING AS NECESSARY. \ \ TOP EQUIPMENT 1.1_—_—_-11 6. 1 RTU TO REMAIN FOR SUITE'B'(SEE SHEET A1.1). \ \U.N.O. I0 RECIRCUIT TO NEW PANEL VERIFY RID N WITH GC PRIOR TO START OF WORK. DISCONNECT O Q \\AQ \\ L AND DEMO ALL OTHER ROOF TOP EQUIPMENT. (3) RTU'S, (1) MAU, (1)GREASE FAN W/ 15'OF DUCT ON \\ \ ROOF AND(2)CONDENSERS. REMOVE CURBS AND PATCH ALL LOCATIONS. \\ \ — 7. ROOF PATCH (1) 6X8 CURB AT RTU TO REMAIN. \ I 8. LEAVE ALL FIRE SPRINKLER LINES AND HEADS.ADJUST N I HEADS AS REQUIRED BY NEW WALL. \ ` — ==.. ADJACENT REUSE OF DOCUMENTS (1)UITEXISTINGTO REMAINN \ II — - DEMOLITION KEYED NOTES: This document, and the ideas CURB/UNIT TO FD 1r 1 TENANT a.-_,=„.,:, �� and designs incorporated, as an r — — —— I AQ DEMO EXISTING CASHIER COUNTER, MENU BOARD instrument of professional I \\\ F I i N.I .C. AND ALL ASSOCIATED EQUIPMENT. serWestern Construction propertyce is the of Services, I O \� SEATING \ I J I \\ DROP CEILING © DEMO ALL EXISTING KITCHEN EQUIPMENT Inc. and isi not be used, in \% 9'-10"A.F.F. II \ L — _ whole or in part,for any reason \ © DEMO EXISTING DRINK STATION, SOFFIT AND WALL. without Western Construction authorization r- - - - -4 Lof DO DEMO BUSTING SALSA BAR&SOFFIT Services, Inc. 4 . QE REMOVE EXISTING CEILING, LIGHTS, DUCTING& \\\ CONDUIT. I-- ---\ �\ OH DATE ISSUE \ QF DEMO ALL EXISTING PLUMBING THIS ROOM. 01.31.17 PERMIT \ © DEMO ALL EXISTING FLOOR DRAINS THIS ROOM. \ \ L J \ _ _' L QH REMOVE EXISTING WALK-IN. l / 0 I 0 REMOVE DUSTING STOREFRONT DOOR AND 0 1 n\ SALVAGE FOR REUSE.",__../Jl ) \ CO QK DEMO EXISTING STONE FOUNTAIN. — ( z___.., \� ® DEMO EXISTING STONE WALL. -%\ ® THIS ROOM, NO CHANGE. \\\ SEATING O \\\ DROP CEILING - ® DEMO EXISTING COUNTER. O \\\\\ 9'-10"A.F.F. INTERIOR COURTYARD \. © EXISTING ELECTRICAL PANELS TO REMAIN. DROP CEILING \ 9'-10"A.F.F. \ QQ REMOVE EXISTING BUT SIGN AND SALVAGE FOR 00 OD , ///////// =_ _ _ _ _ =_ =_- _ _ _ _ _ Og __ " _ _ - // //////1 u V / QR EXISTING EXIT SIGNS TO REMAIN. / / ' co, REMOVE EXISTING EXTERIOR OPERABLE DRAWN BY: TD II / \ II STOREFRONT OPENING. CHECKED BY: KK Eliz \\J" 0T EXISTING DEMISING WALL TO REMAIN. REPAIR ANY .-- DAMAGED AREA. JOB # : 17-REG-100 QU EXISTING COLUMN TO REMAIN. QV REMOVE ALL BUSTING WAINSCOT ON WALLS THAT SCALE: AS NOTED ARE TO REMAIN, REPAIR WALLS. SHEET NUMBER: $N/ 1\ DEMOLITION PLAN 2 Scale: 3/16" = 1'-0" A1 .0 PROII €(p' s / � 0 EGON 03 SoygHo)'15,2°°y�Q M.O- ol.31.17 -EXPIRES: 12/3' 2)(7 66'-2" if 4'-3" 18'-9" 0 Z_ W U_ 5 //// u , //} (1 2) ////////////////////////// //////////// (1 ..40, 5) 0_ DOOR SCHEDULE w / / _ (107) CO (IM RESTROOM / RISER DOOR HARDWARE z FOAM CEILINCa I ROOM TAG SIZE FRAME TYPE FUNCTION TYPE NOTES 0 \8'-5"A.F.F. / \ o C 100) (2)3'-0"x T-0" MATCH EXISTING STOREFRONT A SWING 2 m /\ EXISTING PANELS TO chip (2)3'-0"x 7'-0" REUSE EXISTING STOREFRONT FRAME (E) SWING 2 SALVAGED STOREFRONT DOOR H 2 3 REMAIN FOR SUITE A, ° — R r-h RR'S& RISER ROOM E[N I (E)3'-0"x 7'-0" EXISTING (E) (E)SWING 1 E '•g N RR. O m ; a LEGEND I ALCOVE ( ° _ -1 (103) (E)3'-0"x7'-0" EXISTING (E) (E)SWING 3 z , 9 E8 _ l) ' - Wo 1— fl d s - — � DEMO WALL � — (104) (E)3'-0"x T-0" EXISTING (E) (E)SWING 3 � � _ �N \ -s �4 / , / W 8 N - 2 `� I I EXISTING WALL TO REMAIN / \ / � SI (E)3'-0"x T-0" EXISTING (E) (E)SWING 1 m g 3 a 1//////1 NEW 4"STUD DEMISING WALL W/ RESTROO)M J + v N to 5/8"GYP EACH SIDE. ro I4ARD CEILIIN% \\ / (106) (E)3'-0"x 7'-0" EXISTING (E) (E)SWING 1 Er La' 3� +J $'-5"A.F. . Q S _ — — MINIMUM ADA CLEARANCE LINE — t• (107) (E)2'-6"x T-0" EXISTING (E) (E)SWING 1 '� ' M Si DOOR TAG, SEE SCHEDULE ON \ o w c1" � `o (101 ) SHEET 1.1 ;W�...: NEW EMERGENCY SAFETY LIGHT DOOR"A" ALUMINUM FRAME WI HARDWARE#1 VERIFY EXISTING HARDWARE IS IN (TEMPORARY LIGHT ONLY) TEMPERED GLASS, MATCH WORKING CONDITION. EXISTING EXIT LIGHT 5 WATTS MAX.WI BATTERY /7 HARDWARE#2 RE-KEY TO NEW OWNER SPECIFICATIONS. BACKUP, VERIFY BATTERY IS WORKING / PROVIDE A SIGN WITH 1" HIGH LETTERS / STUB IN SANITARY LINE 'THIS DOOR TO REMAIN UNLOCKED WHEN Q AND WATER LINE USING / BUILDING IS OCCUPIED" m ♦- 0 EXISTING PLUMBING, / Z : Z CC 2 LOCATION TO BE / HARDWARE#3 EXISTING HARDWARE TO REMAIN „xt W }, Cr) A1.1 DETERMINED PER W 2 W (NI /TO FLOOR PN NOTES: REMAIN PLUMBING LAYOUT. / O Q ; W ri- l// ////////7//////7/tl//1///1///L7//lli/iii \ / 1. EXISTING LIGHTS IN RESTROOMS AND ALCOVE TO REMAIN. / / LL1 co C 2. STOREFRONT DOORS U FACTOR = 0.80 SHGC = 0.40 / NEW ELECTRICAL / a J 3. STOREFRONT GLASS U FACTOR = 0.45 SHGC =0.40 / PANE , SUPUPPLY NEW / D 2 O / STUB IN SANITARY LINEJ/ / ''^^ / AND WATER LINE USING / z vJ ° U 1, ADJACENT EXISTING PLUMBING, / LLI Et / LOCATION TO BE / w LLl O TENANT \ DETERMINED PER LL / PLUMBING LAYOUT. 6 r N. I .C. / co / w ~ / U CV N / / / a' i / c / / / FLOOR PLAN /// i / / / / // \-(1) EXISTING RTU / CURB/UNIT TO REMAIN / / / / SUITE 'A' / 2 SUITE 'B' ADJACENT REUSE OF DOCUMENTS 3442 SQ FT 1444 SQ FT TENANT This document, and the ideas and designs incorporated, as an / to eo instrument of professional / N.I .C. . BOTTOM OF EXISTING ROOF DECK service is the property of / Western Construction Services, \ 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 WI(2)#8 SCREWS @ 16"O.C. / / _ FIRE SEALANT, EA.SIDE / DATE ISSUE / BOTTOM OF EXISTING ROOF DECK S, 01.31.17 PERMIT // ( \ A--- —h/ ii/ co t —1`�il SCREW TRIM TO DEFLECTION TRACK / � W/#8 SCREWS @ 16"O.C. _/ �— 5/8"X 6"GYP. BD. COVER TRIM / 41111 I / SCREW FIRST LAYER OF GYP. BD. TO / / peal STUDS ONLY / / / III R-11 BATT INSULATION / ---E- / I�600S137-33 METAL STUDS @ 16 O.C. / ,- /_ m / NEW STOREFRONT AS - 5/8"TYPE'X'GYP. BD. EA. SIDE / NECESSARY FOR NEW I We EW STOREFRONT, / DOOR INSTALLATION, MATCH EXISTING /6" MATCH EXISTING r�� HILT! POWDER ACTUATED FASTENER @ 23'-8" 24'-4" ISI O.C. W/7/8" EMBED ►s i ----.-1 ill u II ///////)./ I it il// r(101) (100) ll600T150-30 CONT. TRACK(UNO)W/#8DRAWN BY: TD SCREWS(NS, FS) CHECKED BY: KK 8'-21/2"+/- 6'-0" 8'-21/2„+/_ / 4,4„ ,r2,_r,/ 6,-0„ \ Ifs REINSTALL SALVAGED NEW STOREFRONT DOUBLE FIRE SEALANT, EACH SIDE JOB # : 17-REG-100 STOREFRONT DOUBLE DOOR, DOOR TO MATCH EXISTING, U.L. DESIGN REINSTALL SALVAGED EXIT INSTALL NEW EXIT SIGN, WI NO. U425 SIGN, W/BATTERY BACKUP, BATTERY BACKUP, ABOVE 1 HOUR SCALE: AS NOTED ABOVE DOOR DOOR SHEET NUMBER: N(1) NEW FLOOR PLAN ® WALL DETAIL Scale: 3/16" = 1'-0" Scale: 1 1/2" = 1'-0" A1 . 1