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Plans (4) BU P2017 - 00230 RECEIVED AUG 15 2017 e CITY OF TIGARD re N Attwell Of f Main - Tenant Improvement BUILDING DIVISION SERA TO E N $ Premium Property- Tigard LLC m ARCHITECTURE a. c URBAN DESIGN + PLANNING GENERAL INFORMATION PROJECT DIRECTORY o INTERIOR DESIGN 0 PERMIT APPLICANT: SERA DESIGN AND ARCHITECTURE,INC 503.445.7372 OWNER Premium Property-Tigard LLC 2 ON BEHALF OF PREMIUM PROPERTY•TIGARD LLC DEVELOPER 1015 NW 11th Avenue,Suite 243 CITY OF TIGARD O. PROJECT ADDRESS: 12760 SW ASH AVE2 ,TIGARD,OREGON 97223 CONTRACTOR: Portland,OR 97209 REVIEWED FOR COD$COMPLIANCE ,�,w .� ��\ ,OR C9 PORTLAND OREGON 97209 .o �' �; TEL:(503)226-1972 o I $/ pr I Closed o\v N FAX:(503)226-1973 A rovedtP: 503.445.7372 t SEISMIC ZONE: OTC: 1 1 F: 503.445.7395 1SEISMIC DESIGN CATEGORY D ATTN: StacyBlanton may,' SALONsblanton@capstone-partners.coRermlt f Illy 1�ZO l c C JZ i / SERADESIGN.COM AREA: 786 SF i_/ 5, 1' OT: B p, -------- 1 BUILDING NARRATIVE Address: zz �r j;,' j■ UI OLF: 100 / 4 -,`�"/ g suite : �- \ SERA Architecture and Design / pi OCC: 8 THE PROJECT CONSISTS OFA TENANT IMPROVEMENT OF AN EXISTING 850 SF RETAIL SPACE IN THE ARCHITECT OF 338 NW Fifth Avenue $ t�r N* Dateo ( i ATWELL OFF MAIN APARTMENT COMPLEX,LOCATED IN TIGARD,OREGON AT THE INTERSECTION OF S.W. RECORD: Portland,OR 97209 /C0`�'0. ASH AVENUE AND S.W.BURNHAM STREET. THE EXISTING SHELL BUILDING IS TYPE V-A CONSTRUCTION, TEL:(503)445.7372 N I DA STEPHENS / WOOD FRAMED SLAB-ON GRADE.THE PROPOSED COMMERCIAL USE FOR THIS SPACE IS A HAIR SALON. J-lp �� oI N ATTN: David Stephenson OFFICE COPY �/'� davids@seradesign.com SF e •, cu o II I Ross •� ��OREGON �� ri I' 4. 7 1, APPLICABLE BUILDING REGULATIONS rossd@seradesign.com ) OF IP 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC)BASED ON THE 2014 INTERNATIONAL BUILDING m I \ CODE WITH OREGON STATE AMENDMENTS. 2 SHEET INDEX c '_I I. 11 i\ 2014 OREGON MECHANICAL SPECIALTY CODE(OMSC)BASED ON 2012 INTERNATIONAL MECHANICAL CODE Sheet Number Sheet Name Permit rn I / AND 2012 INTERNATIONAL FUEL GAS CODE. AmIl ' I \ A100 COVER/LIFE SAFETY Ow I I / 2014 OREGON PLUMBING SPECIALTY CODE(OPSC) A101 ASSEMBLIES a) / I /_ A102 FLOOR PLAN R RCP at 2011 OREGON ELECTRICAL SPECIALTY CODE(OESC)ICC A117.1 2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES1 I� E a. W 1 I I � �� (__-� trT � ® I ' ` T o _ _ _ _ _ _ _ _ _- .,_ —� . :__T T-, ( 1 _ , DEFERRED PERMIT SUBMITTALS 0 - ,. \ ./ I; PLUMBING L FIRE PROTECTION CHAPTER9 HEATING VENTING AND AIR CONDITIONING ELECTRICAL EXTERIOR SIGNAGE PERMIT REQUIRED EXISTING TYPEICLASS AUTOMATIC SPINKLER SYSTEM YES PER 903.2.8 YES NFPA 13 EDEi CODE SUM MARY - LEVEL 1 STANDPIPE SYSTEM YES PER 905.3 YES CLASS I 11110.11/FIRE ALARM SYSTEM YES PER 907.2.9 YES NFPA 72 GENERAL NOTES SMOKE DETECTION SYSTEM YES PER 907.2.11.2 YES NFPA 72 CO 'PER IFC 90702.9-FIRE ALARM SYSTEM IS REQUIRED TO MONITOR THE SPRINKLER A. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK. SYSTEM.NOTIFICATION DEVICES ARE REQUIRED TO ACTIVATE UPON SPRINKLER WATER FLOW.ONE MANUAL FIRE ALARM BOX IS REQUIRED AT AN APPROVED DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS.DO NOT SCALE DRAWINGS.NOTIFY ARCHITECT OF LOCATION. B. DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. CD FIRE EXTINGUISHERS: 75'MAX TRAVEL DISTANCE TO EXTINGUISHER(PER OFC TABLE C. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS AND SHALL 906.3-CLASS A HAZARD) MAINTAIN THE STRUCTURAL INTEGRITY OF CONSTRUCTION UNTIL FINAL LATERAL AND VERTICAL DISABLED ACCESS REQUIREMENTS CHAPTER 11,ADAAG,OTHER CARRYING SYSTEMS ARE COMPLETED. ' D. DIMENSIONS SHOWN ARE TO FACE OF STUD,FACE OF CONCRETE,FACE OF MASONRY,GRID/COLUMN THE DESIGN COMPLIES WITH THE FOLLOWING PROVISIONS AS APPLICABLE: LINE,CENTER OF ELEMENT,COUNTERTOP EDGE,OR AS NOTED. BUILDING CODE NOTED HERE:CHAPTER 11 E. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF SUBCONTRACTORS WORK, s imm LEGEND - FIRE LIFE SAFETY ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES(ADAAG):AS AMENDED THROUGH COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS,ACCURATE LOCATION OF STRUCTURAL MEMBERS, CtS SEPTEMBER 2002 OPENINGS FOR MECHANICAL,ELECTRICAL,AND MISCELLANEOUS EQUIPMENT. CONTRACTOR SHALL — — — — PROPERTY LINE 555> OCCUPANT LOAD AT OPENING VERIFY DIMENSIONS AND OPENING SIZES(CLEARANCES REQUIRED)FROM THE MANUFACTURERS PRIOR TO CONSTRUCTION OF OR INSTALLATION OF EQUIPMENT,FURNISHINGS,AND ACCESSORIES. 5 ABBREVIATIONS ®/ CUMMULATIVE OCCUPANT LOAD AT OPENING F. CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE PROJECT IS IN e a me 0111011 es elm (E)1 HOUR FIRE PARTITION-1/3 HOUR DOOR & AND PROGRESS UNTIL PROJECT COMPLETION. U @ AT J BUILDING EXIT ± APPROXIMATELY G. LOCATE EXISTING UTILITIES WHETHER INDICATED OR NOT AND PROTECT FROM DAMAGE.CONTRACTOR a co a•�a•a a (E)2 HOUR FIRE PARTITION-1-1/2 HOUR DOOR CL CENTERLINE SHALL BEAR REPAIR OR REPLACEMENT EXPENSES OF UTILITIES OR OTHER PROPERTY DAMAGED BY co N 0 DIAMETER OPERATIONS IN CONJUNCTION WITH THE PROSECUTION OF THE WORK. O m r ® LIGHTED EXIT SIGN-CEILING MOUNTED- # NUMBER 1= CD SHADING INDICATES LIGHTED FACE(S) INCH(ES) H. PROVIDE ACCESS PANELS AS REQUIRED.LOCATION,FINISH,AND TYPE SHALL BE APPROVED BY I W < EGRESS PATH OF TRAVEL WITH TRAVEL FOOT(FEET) ARCHITECT PRIOR TO OBTAINING AND INSTALLING.ACCESS PANEL LOCATIONS NOT APPROVED BY O jif/////A WIDTH REQUIRED(PROVIDE MINIMUM ADJ ADJACENT ARCHITECT WILL BE SUBJECT TO MODIFICATION AT NO ADDITIONAL COST.PROVIDE RATED ACCESS N r 0 ILLUMINATION FOR EXITING-REFER TO FIRE EXTINGUISHER(AND AFF ABOVE FINISH FLOOR PANELS WITH THE SAME RATING AS THE ASSEMBLY IN WHICH THEY ARE INSTALLED. ACCESS PANELS IN 2 a Q W ELECTRICAL DRAWINGS). ® o (r CABINET WHERE OCCURS) AHJ AUTHORITY HAVING JURISDICTION SHAFT WALLS,RATED FLOOR/CEILINGS OR RATED ROOF/CEILINGS SHALL BE SMOKE SEALED. BOBOTTOM d O BOT BOTTOM I. TEMPORARY PEDESTRIAN PROTECTION SHALL BE PROVIDED AS REQUIRED BY THE AUTHORITY HAVING E ® d C.P.X'-XX"-(PER 1014.3) COMMON PATH OF EGRESS TRAVEL & ACCESSIBLE ENTRANCE CODE APPLICABLE REGULATIONS GOVERNING CONTRACT SCOPE JURISDICTION STANDARDS. E 8 Q - - - - - - - - OF WORK,SEE CODE COMPLIANCE SUMMARY SHEETS d r H E.A.X'-XX"-(PER 1016) EXIT ACCESS DISTANCE CJ CONTROL JOINT J. ALL PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE FIRE STOPPED PER SPECIFICATION CLG CEILING SECTION 07 84 00-FIRESTOPPING AND THE AUTHORITY HAVING JURISDICTION'S REQUIREMENTS. AREA AREA NAME CLR CLEAR RATED ASSEMBLIES SHALL BE CONSTRUCTED TO PREVENT THE MOVEMENT OF HOT FLAME OR GASES IN DWG DRAWING PER OSSC SECTION 709.6. REVISIONS AREAS AROPE NOTF INCLUDEDK (E) EXIST(ING) EJ EXPANSION JOINT K. CONTRACTOR IS RESPONSIBLE FOR TRADE PERMITS,INCLUDING,BUT NOT LIMITED TO MECHANICAL, EQ EQUAL ELECTRICAL AND EXTERIOR SIGNAGE.REFERENCE DEFERRED PERMITS SUMMARY ON THIS SHEET. FD FLOOR DRAIN FE FIRE EXTINGUISHER PROVIDE BACKING,BLOCKING,OR STRAPPING AS REQUIRED FOR MOUNTING GRAB BARS,SHELVING, FO FACE OF L. EQUIPMENT,HANDRAILS,ACCESSORIES,AND CASEWORK. FOF FACE OF FINISH FOM FACE OF MASONRY M. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY FOS FACE OF STUD WATER OR POWER FACILITIES(POWER POLES,PULL-BOXES,TRANSFORMERS,VAULTS,PUMPS,VALVES, FOW FACE OF WALL METERS,APPURTENANCES,ETC.)OR TO THE LOCATION OF HOOK-UP.THE CONSTRUCTION SHALL NOT GB GYPSUM BOARD BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE GALV GALVANIZED PROPERTY.FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. SYMBOLS LEGEND MAX MAXIMUM MIN MINIMUM N. SMOKE AND FIRE DAMPERS SHALL BE INSTALLED PER 2014 OSSC SECTION 717. Kin MATERIAL • NIC NOT IN CONTRACT 0. MECHANICAL EXHAUST OF BATHROOMS AND LAUNDRY FACILITIES IS REQUIRED.AIR CHANGES AND CI1Y OF TIGARD 1 DRAWING TITLE NTS NOT TO SCALE DISTANCE OF DISCHARGE FROM OPERABLE OPENINGS SHALL BE COMPLIANT WITH OSSC 2014 SECTION Approved by Planning ASSEMBLY TYPE-REFER .� ...0"--- ELEVATION NUMBER / OAE OR APPROVED EQUAL 1203. OC ON CENTER Date: ss 11c-7111 (325M5 TO ASSEMBLIES 4 2 View Name OD OUTSIDE DIAMETER A601 INTERIOR ELEVATION P. THIS BUILDING MUST BE EQUIPPED WITH AN AUTOMATIC FIRE EXTINGUISHING SYSTEM COMPLYING # ASSEMBLY TAG 1/8" = 1'-0" OFD OVERFLOW DRAIN WITH NFPA-13. Initials: �� — r SHEET NUMBER OF/CI OWNER FURNISHED,CONTRACTOR INSTALLED a` DOOR DIMENSIONS- 3 OF/OI OWNER FURNISHED,OWNER INSTALLED aDRAWING SCALE OPH OPPOSITE HAND Ill O PFN PREFINISHED(ALTERNATE PREFIN) CHECKED BY: cn r AS NOTED IN KEYED NOTES—� �— 1 KEYED NOTE DOOR TAG DRAWING NUMBER RCP REFLECTED CEILING PLAN DISCLAIMER ISSUE DATE: 08/15/2017 RO ROUGH OPENING PROJECT NO.: 1503004 FLOOR TRANSITION WHERE ROW RIGHT OF WAY THE WRITTEN AGREEMENT,DRAWINGS,SPECIFICATIONS AND ANY ADDENDA COMPRISE THE CONTRACT OCCURS (E)WALL A SF SQUARE FOOT(FEET) FOR THIS PROJECT.THEY SHALL BE TREATED AS ONE ENTITY,EQUALLY,WITHOUT PRIORITY.ITEMS, nm REVISION NUMBER SIM SIMILAR ELEMENTS,FIXTURES,SYSTEMS AND EQUIPMENT SHOWN SHALL BE FURNISHED AND INSTALLED EVEN 110 TO TOP OF THOUGH TYPICALLY SHOWN ELSEWHERE.THEREFORE IT IS THE RESPONSIBILITY OF THE CONTRACTOR WALL T/M TO MATCH o DRAWING REVISION TYp TYPICAL CONTRACTOR CHOOSES TO NOT THOROUGHLY REVIEW THEENTIRE SETOF CONTRACT DOCUMENTS, COVER / LIFE UNO UNLESS NOTED OTHERWISE THEY DO D SO AT THEIR OWN RISK L AND AGREE TO FURNISH 8 INSTALO L ALL ITEMS NOTED ABOVE AT NO I- 3 — REVISION CLOUD VIF VERIFY IN FIELD ADDITIONAL COST OR DELAY TO THE OWNER.(THE ONLY EXCEPTION TO THIS IS THAT THE SAFETY i SPECIFICATIONS SHALL TAKE PRECEDENCE OVER GENERAL NOTES ON THIS SHEET.) M 35 A100 CCLLJCL L m I ABOVEING ASSEMBLY GENERAL NOTES - WALL ASSEMBLIES S E R A -0-3 11m INSTALL 2X6 WOOD BLOCKING @ 16" FRAMINGgi A. ALL FIRE PARTITIONS AND FLOORS SHALL BE CAULKED AROUND PERIMETER WITH AN UL H I O.C.,ALIGNED WITH B.O.STRUCTURE; MEMBER DIM POINT APPROVED NON-HARDENING SEALANT AND COMPLY WITH AN APPROVED ASSEMBLY wIlpgril it IN LOCATIONS WHERE NEW WALL IS SHIM AS FACE OF STUD z PARALLEL TO EXISTING CEILING REQUIRED B. REFERENCE CODE COMPLIANCE SUMMARY AND PLANS FOR RATED WALL LOCATIONS •c STUD WALL,SEE PLANS FOR TYPE '- FRAMING a x — — - - C. METAL STUD MATERIAL THICKNESS IS DESIGN-BUILD. CONTRACTOR TO COORDINATE ARCHITECTURE '° "'NG i INTERIOR METAL STUD MATERIAL THICKNESS AND SPACING OF INDIVIDUAL WALLS TO MEET o BO OM TRAMETAL ICK ALLOWABLE LIMITING WALL HEIGHT CRITERIA. SIZING SHALL MEET THE REQUIREMENTSURBAN DESIGN + PLANNING c 9l„ 1 L IN ALL AFFECTED AREAS,RE-INSTALL (i)LAYER 518"GYPSUM BOARD OF THE TESTED ASSEMBLY AS APPLICABLE.o INTERIOR DESIGN RESILIENT CHANNEL,PATCH GYP BD,WOOD WALL BASE �� REPAIR AND PAINT D. PROVIDE DEFLECTION HEADS AT NON BEARING WALLS WHICH TERMINATE AT THE _ z UNDERSIDE OF STRUCTURE. PROVIDE CONT.J-METAL ACOUSTICAL SEALANT EACH SIDE, METAL STUD PER FRAMING Z EDGE BEAD,OR FINISHED PAINTED MEMBER DESIGNATION ASSEMBLY TAG - KEY PORTLAND OREGON 97209 N / / (NON•CUT)GWB EDGEilllfrifill-1 P 503.445.7372 c 0 WHERE WALL IS TO RECEIVE J-METAL EDGE BEAD,EA SIDE,WHERE ►� ASSEMBLY NUMBER. F: 503.445.7395 0 L pirA141[117 BASE WALL FINISH TO UNDERSIDE OF SLAB 1'm �[® ®] ►� ACOUSTIC INSULATION,PER WALL SERADESIGN.COM c 1[WA\ IS VISIBLE.PROVIDE,AT MINIMUM, ►4:1 NON CUT GWB EDGE WHEREINSULATION DESIGNATION z a „ ACOUSTIC SEALANT,CONT.EA CONDITION IS NOT VISIBLE �I 23C o • SIDE AT ACOUSTIC PARTITIONS ►�I r 0 X °< METAL DEFLECTION TRACK ► i INSULATION DESIGNATION �'. �� o Li, ' ' . '° �, STRUCTURE PRIMARY FRAMING MATERIAL&MEMBER SIZE o ° METAL STUD ASSEMBLY ►.1 y Edi ay pa (WALL ONLY) PRIMARY FRAMING MEMBER SIZE DESIGNATION . _ 'HENSON d . (E)CONC.SLAB BELOW, SILL DETAILDIL C/A101 yo OR 0,OREGON LL 4127 Q METAL FRAMING ' /�� �F Q�� PARTITION AT BASE PARTITION ATHEAD - TYPE A METAL FURRING ' . -v.. C A 1 5/8"METAL STUD -' NOT RATED , A ' NOT RATED . , 1 ' NOT RATED B 21/2"METAL STUD a c C 3518"METAL STUD ca y D 4"METAL STUD vim. o E 6"METAL STUD a) F 8"METAL STUD cn G 7/8"FURRING CHANNEL 01) H 1 1/2"FURRING CHANNEL J 2112"METAL C-H SHAFT WALL STUD E a K 4"METAL GH SHAFT WALL STUD oDIM POINT L 6"METAL C-H SHAFT WALL STUD a) FACE OF STUD ►�� INSULATION DESIGNATION > � 5/8"GYPSUM BOARD % P (1)LAYER EACH SIDE 0-NONE 0 1.111.1111.111.1111111i1 1 =ACOUSTIC BATT INSULATION(SECTION 09 21 16-GYPSUM BOARD ASSEMBLIES) Lim 2=THERMAL BATT INSULATION(SECTION 07 21 00-THERMAL INSULATION) METAL TRACK �. 3=RIGID INSULATION(SECTION 07 2100-THERMAL INSULATION) ETAL STUD PER FRAMING 4 =SPRAY APPLIED INSULATION(SECTION 07 2129-SPRAY APPLIED INSULATION)=� MEMBER SIZE 5=MASONRY INSULATION fi DESIGNATION 6=MINERAL WOOL INSULATION 5/8"GYPSUM 111111 BOARD ACNSOUSTIC INSULATION,ULATION DESGATIONR ♦�METAL STUD ASSEMBLY C 1 ii C HEAD DETAIL_A/A101_ a) SILL DETAIL C/A101 B , PARTITION AT HEAD - TYPE C r 2 , METAL PARTITION PARTIAL HEIGHT ' NOT RATED ■� co 2 tU J OJ -O en CO N ✓T CNI P LL1 On mom I > Z W QO V/ o < D - 'C a` > O E mQ REVISIONS g 2 { g CHECKED BY: co ISSUE DATE: 08/15/2017 PROJECT NO.: 1503004 0 a N O ASSEMBLIES I— Nin m A101 EtLLJCL o L 2 y SERA E 0 0 "7 r O c n ARCHITECTURE a co URBAN DESIGN + PLANNING 0 o INTERIOR DESIGN U J 2 a 2 -o PORTLAND OREGON 97209 N P: 503.445.7372 •c O F: 503.445.7395 .c 7 co SERADESIGN.COM c D >" t kdtpp tits o a H� d. �,. s' "HENSON �7 m i-e O AV o. RT I�), r GON go Ii — " .. - 4227 E ''1, F � . — :��j@�or o KEYNOTES - FLOOR PLANS 03 c 1 ALIGN 'v, 2 (E)PLUMBING FIXTURES via a, 3 FIRE EXTINGUISHER CO �- 15 4 CASEWORK BY TENANT,PROVIDE BLOCKING 5 EQUIPMENT,BY TENANT 1 - ® 6 STACK WASHER/DRYER,BY TENANT \ �__ o / �� �,� 7 SINK,BY TENANT;PROVIDE WATER AND SANITARY ROUGH-IN �__ a _ 2 a �_ ,- \ 8 30"X 48"CLR FLOOR SPACE,PER ADA of `\\ \` =rJ."• •- -/ ��----. // �' y�, 10 (E)ELECTRICALCABINET 36"x36"60"DIA CLR TURNING SPACE,PER CLRSPACE,VFY A CD V i, 4'1 "Jr —I --�� �_ 11 (E)CEILING VENT FAN ' ® - �,) �, 12 (E)SCONCE LIGHT O � � 4 \ 13 CEILING LIGHT LOCATION,PROVIDE REQ'D WRING — — j.._.... .... .„ t. 14 (E)MECH EXHAUST L , WAITING \ . 15 (E)MECH SUPPLY �, AREA 16 (E)MECH.MINI-SPLIT UNIT,+I-8'-0'AFF / 19 f 1 '�� 17 CEILING FAN E 7--- Y ;1 • `' _ ' 27 18 SCONCE LIGHT,ABOVE MIRROR COORDINATE LOCATION WITH 7. TENANT CHAIRS \\ --- 19 CEILING TRACK LIGHT LOCATION,PROVIDE REQ'D WIRING �'l' r/ 1 20 WATER HEATER 30 GAL CAPACITY ♦+ F T11 I �. I II (E)CONC.FLOOR f 21 EXTERIOR TENANT SIGN LOCATION,DEFERRED PERMIT TO BE STAINED y I 1 22 (E)EXISTINGCOLUMNWITHGYPBDWRAPL___1J1AND SEALEDL___ .J 177-e...a:11 23 ANCHOR NEW WALL TO EXISTING WALL.PROVIDE FULL-HEIGHTCa RECEPTION : BLOCKING AT EXISTING WALL AS REQ'D.REPAIR AND PATCH GYP. a `t ;3 8. " 24 ANCHOR NEW WALL TO EXISTING CEILING.PROVIDE CONTINUOUS CO ;. BLOCKING AT EXISTING CEILING AS REQ'D.REPAIR AND PATCH GYP. • 14 II` / 19 �� i T 25 INSTALL NEW DUCT FOR CLOTHES DRYER EXHAUST,APPROXIMATE 111) - ROUTE NOTED,TO BE COORDINATED WITH EXISTING UTILITIES ---T1 i 1 26 NEW 7-8"X T-0"HOLLOW CORE DOOR AND FRAME,PROVIDE LOCKING O PASSAGE SET HARDWARE ±9'-4" 1 1 11 00X0 I 27 INSTALL PAINT-GRADE WOOD BASE TRIM,4"X 3/4"CONTINUOUS ___1 J� i ALONG ALL WALLS IN SALON,RESTROOM AND BACK OF HOUSE - o28 �' — SPACES;PAINTING TO BE BY TENANT - o ( ((E)GYP BD I q 28 NOTE CEILING TO BE PAINTED BY TENANT,INCLUDING ALL EXPOSED CEILING 0 ® PLUMING AND HVAC;COORDINATE PHASING OF LIGHT FIXTURES • 1q , TO REMAIN w SEATING INSTALLATION WITH TENANTS SCOPE OF WORKCO o `I --TM DYE/SHAMPOO (� I II AREA I o ti,I 3,-10" II .■NII 3.11 t J r 1 IIas CNI CD N I I a f— • on) i I tN g. ( EIL1T © ap a® 1 I I n (p LLI 1 Q 0 22 i i� i - " fn 0 002E0 L__ - I O les .2 ° C4 C rcimk _ ' co ," ® Q , 1002C0 3'-10" ® (E)GYP BD REVISIONS -I' I CEILING u MIXING 1 E RESTROOM \ )\ o _ ® . ., TO REMAIN 1 STORAGE 3-2" 3'-1" 1� ) r 002E0 - 1 , 1 r. `_:^" � ;i WFI : II W1�F>•III WIH L, tom t`1 ii4 I 0270 O d c 3 REFLECTED CEILING PLAN FLOOR PLAN gCO kf 1/4" = 1'-0" 1/4" = 1'-0" Q cc LEGEND FLOOR PLAN ISSUED Lu TE: LEGEND REFLECTED CEILING PLAN - ISSUECTN 08/15/2017 PROJECT NO.: 1503004 • a (E)PT GB CEILING - — — — - NEW EXHAUST DUCT E I TIN WALL,TO REMAIN N o SUPPLY ; RETURN CEILING MOUNTED LIGHT, NEW WALL n O PERMIT DRAWINGS,FOR TYPE REFER TO FLOOR PLAN N I FUTURE WORK,BY TENANT & RCP H A1 02 uJ