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Plans (22) BU P2018-00266 SCOPE OF WORK: RECEIVED - Combine 2 former food service tenants into 1 business use PERmIT SET _ TENANT ImpRoyEmEh4tsSEP 182018 tenant CITY OFTIGARD - Remove existing non loading bearing walls and demising BUILDING DIVISION wall, casework, plumbing fixtures, etc. as required for FOR HUNTER DOUGLAS AT BUILDING preparation for future tenant - New non load bearing walls, reconfigure plumbing, new electrical work, acoustical ceiling grid and lighting - Existing plumbing fixtures to be removed = (1 ) 3 comp. sink, (1 ) kitchen sink, (1 ) mop sink, (1 ) utility sink, (2) toilets, (2) hand ( 12160 ) 12198 SW Scholls Ferry Road , W ,_ ,,, _ _ , .._ ,, = .. . N sinks) = :7, , ,,! ,124.17-- Pad New/ final plumbing fixtures (1 ) kitchen sink, (1 ) toilet, (1 ) - % �1 F: � hand sink s, , ,,, SDC/TIF FEE CREDITS FOR PLUMBING FIXTURE CREDITS: PROJ ECT TEAIVI i -t 1 r PROJECT'° (1 ) 3-COMP SINK, (1 ) MOP SINK, (1 ) UTILITY SINK, (1 ) TOILET (1 ) HAND SINK ,,�. .� SITE , f � �; OWNER: Atlas Investments GENERAL Grand & Benedicts Construction ARCHITECT: Integrate Architecture & Planning, p.c. --�:. ,... . �. . 1 1SITE AND BUILDING INFORMATION: 6140 SW Macadam Ave 7 5 N Terry Street • ° 333 NW 9TH Ave., Ste. 1001 CONTRACTOR: I ` --!'-',:-:;.,,,,Y/ , I ,;_ Portland, 12111 SW "4"outer Portland, Or. 97204 Portland, Or. 97239 Oregon 97217 F.rr Rd 1 ,� GREENWAY CENTER LLC Scholia � O �_..r•:2't� ""�.�r..� -, , PHONE: 503/736-2756 PHONE: 503/ 312-2561 ,4 i` r Y . .. � -`' phone: 971 -888-4423 i . _ stye,'°ter 12198 SW Scholls Ferry Road EMAIL: CoryR@gbc-construction.com EMAIL: phil@mtegratearch.com - Lot size = 3.4 acres email: camille.bone@rtgpm.com CONTACT: Cory Redel CONTACT: Phil Sydnor SWI,-,....1.4----, . 5°°- : p c Yr _..SW. h,,,ot.4, l 4 Total exterior buildings footprint = 27,746 sq. ft. (all 4 buildings combined) contact: Camille Bone ccb # OR198312 - -- g g lb: Map & Tax lot ID = 1S134BC00200 r4I ' � • Property ID = W269771 iroc : i '''.....1 ".,„, , , -, , , ,r , Jursidiction = City of Tigard . / Zoning = C-G N Fire district = TVFR VICINITY MAP Q Building C construction type = 5B NTS Building B uses = Business (existing) & Mercantile (proposed) __.) DEFERRED SUBMITTALS: EXISTING 1 ,276 SQ. FT. TENANT SPACE, EXISTING 530 SQ. FT. TENANT SPACE, Mechanical AND 183 SQ. FT. SHARED TENANT AREA TO BE REMODELED TO Electrical ( 1 ) 1 ,989 SQ. FT. TENANT SPACE Plumbing SW 122ND Note: COMCheck lighting forms to be part AVENUE o . of the electrical deferred submittal S. W. 122ND AVENUE (VACATED ORDINANCE 78-263) - — _ iv N (COUNTY _ oo _ SHEET INDEX: ROAD 358) (6) BIKE RACKS ~ `• \�� P — BUILDING ICT ! ..,<-6. A0.0 PROJECT INFORMATION & WHOLE SITE PLAN \ ........ ............. 120.G' A0. 1 LIFE SAFETY PLAN & CODE SUMMARY • — • I I — — — -- . n Al . 1 EXISTING DEMOLITION FLOOR PLANS II II EXISTING EXISTING - — W o�� o n A2. I PROPOSED FLOOR PLAN C A5. 1 INTERIOR ELEVATIONS & DETAILS MOD PHARMACA 'JU.O O PIZZA TENANT : V • �\ � TENANT ! ao • —� A6. 1 CEILING PLAN #: J cf-r° (.f) OFFICECOPY I 0 Q 0 I I r79' J 7.1' �� -- �C I i o p,/ ," 0 CITY CIF TIGARD 1 _2 ;3 I \ u i1 \ \ \:: 4 o ( TD FOR CODE COMPLIANCE J - VT 41: 1 OD Ahi )a EXISTING (2) BI�C E 1 . \• Wort ci) LT) \ 1al Ltl— i ,o-. 1 (., <.,„, .,,, u i,.: 1 , 4 ,BAJA 7::N ao.i j �� 1 t a�� l Ilit - C�Q 1 , C FRESH EXISTING — Acr sQ i,�l g St-L� ,I �,� �r-,rir PHILIP H. SYDNORVl Cj TENANT RAC '� \ TENANT MUD BAY Suite -' '-� 1.1)0 C� .* SPACE SPACE TENANT \ \ By: Date: • `7 \ -4111111P, 13 S P A C E S �''� �^ 1 —.I PORTLAND,OREGON \ 1 1 \ % c 1 5522 ,,,-.. C") _,---- C� \ ,� o �' 1 PACES �� SJ' \ 1 OF 0 oWT \ _ - _ _ • �_ - 7 I // 1 CD J 3 SPACES 6 S ACES ,_ _ r� COVER SHEET .1 \ / ' v -BUILDING A (2) BIKEGreenway Town Center,r,1�_ ,. \\, iSINGLE STORY Building 'B' Fli \\ — N RACKS g � = ,, 1 PA ES AREA 5, 729 S . F. Hunter Douglas TI 22 PACESr. �.o' August 31 , 2018 1 SW Scholls Ferry Road 1Tigard, Or. 97223 \; ,'._- ._"' ] Ci't'i OF TIGARD -�- SOD 06 13 E 612. 12 (f) A...-....) pproved b Planning , ,\ Date: f l`g Initials: A0 . 0 • SW 121ST AVENUE (COUNTY ROAD 2005) INTEatAlS r-- SITE PLAN ( FOR REFERENCEONLY, N EXTERI �] R 1NORK IN PRAJECT SCOPE ARCHITECTURE 8- PLANNINGwww.integratearch.com 2rr - ■r N O Integrate Architecture&Planning,p.c. r F CODE SUMMARY JURISDICTIONAL AUTHORITY CITY OF DURHAM APPLICABLE CODES 2014 OREGON STRUCTURAL SPECIALTY CODE 2014 OREGON MECHANICAL SPECIALTY CODE 2010 OREGON FIRE CODE 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE 2011 OREGON ELECTRICAL SPECIALTY CODE 2014 OREGON PLUMBING SPECIALTY CODE NFPA 13 AUTOMATIC FIRE SPRINKLER SYSTEMS CONSTRUCTION TYPE OSSC 602 = TYPE VB OCCUPANCIES Existing = A Proposed = M (CHANGE FROM A TO M) FIRE SPRINKLERS NO MEANS OF EGRESS OSSC CHAPTER 10 SALES AREA = 962 SQ. FT. / 30 = 32 OCCUPANTS EMPLOYEE WORK AREA = 622/ 100 = 6 OCCUPANTS LIBRARY = 105/ 100 = 1 OCCUPANT 1: :>\-------- u V J' 39 TOTAL OCCUPANTS MASONRY COLUMNS;TYP. TOTAL EXITS PROVIDED : 1 TOTAL EXIT WIDTH PROVIDED: 72" 95-0" MAX TRAVEL DISTANCE PROPOSED: 113'-9" ' full ' 1 _f 1 i ,I 2902.1, MINIMUM PLUMBING FIXTURES 1 FOR MERCANTILE AREAS (M), /� , WATER CLOSETS LAVATORIES '7 1 W.C. / 1-500 1 W.C. / 1-750 / J�/ C -i EXISTING 1 HOUR ,, n DEMISING WALL 2902.2 - SEPARATE FACILITIES J7 77 L EXCEPTION 3: SEPARATE FACILITIES SHALL NOT BE REQUIRED IN — 7(>(/ — MERCANTILE OCCUPANCIES IN WHICH THE MAXIMUM OCCUPANT L ^ _ I/ \ �- LOAD IS 100 OR LESS -C EMPLOYEE / \ \ OFFICE AREA II \ \ \ ) NEW TENANT 1 622 SQ. FT. / 100 - 6 �l // (1) ACCESSIBLE WATER CLOSET REQUIRED AND PROVIDED \ \\ (HUNTER DOUGLAS — II / // ..:< EXISTING BUSINESS USE TENANT \\ \\ WINDOW TREATMENT SALES) ® OCCUPANTS i� / / ..•° M-USE I u i ;. SALES FLOOR AREA .H LIBRARY =:Y ij 962 SQ. FT./ 30 = 32 OCCUPANTS 100 SQ. FT. / 100 = ;; ` ri ,4I _ ili 7IN mmi me mu me I- -I .:, 1 OCCUPANT :.. . .i.,:., ® .... ..,...,. MAX. TRAVEL _ `', ■■i ma DISTANCE =72// `' ' � ',1y' ���♦' �A{{�jr]/� .. . . ._... . . .,..., . . _ ...... ..,. , ,...„..... , t... LIGHTED EXIT SIGN WITH / _.] BATTERY BACKUP r -- - - rte �� I °4 • WC POWER,TYJC�L z ' PHILIP H. SYDNOR EXISTING 6'x T / STOREFRONT 1 / / 1 ''._._J1 O . • EXISTING BUSINESS USE TENANT T. PORTLAND.OREGON • ENTRY TO REMAIN / // N ' I - 3 0 � SOF 00_ ''- 3 LI® ' .. 1.-, . .1 . .1 _1(,.. ,. . ,i-r LIFE SAFETY FLOOR PLAN Greenway Town Center, Building 'B' H HunterDouglasTl August 31 , 2018 SW Scholls Ferry Road Tigard, Or. 97223 N LIFE SAFETY FLOOR PLAN 1E9 AO • 11 3/16" = V-0" I ITTECIPAIIS ARCHITECTURE 6- PLANNING www.integratearch.com C Integrate Architecture&Planning,p.c. _ . GENERAL DEMOLITION NOTES: 1. CONTRACTOR TO VERIFY ALL DISCREPANCIES BETWEEN DEMOLITION PLAN & CURRENT FIELD CONDITIONS 2. VERIFY WITH OWNER ALL DEMO ITEMS WHICH ARE TO BE SALVAGED, MAY INCLUDE DOORS, LIGHTS, FIXTURES 3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS AND COORDINATE ALL WORK WITH HOTEL MANAGEMENT 1: , n1 1, „ il 1 1 i it I. 1: 1. Ir 1 If I I I I I, IL _ 11 I I II I Fir -I I LAST TENANT = SUBWAY LL___ ___J 10'-6"ACT CLNG I . . 1276 sq.ft.total KITCHEN I 0 ES 0 (- 0 1 I Ivilk) _J . . , - . , . • ,.• . _x /).....:-... .: , , . ,. : F 71- ----7 - . . 4 • / ).• _4 .'' .... ' ': •••• .:. / 1—A 1 ,1.• _ •. / / .•.• , / . . , / .. . . I 1j/ / L —7 EQUIPMENT/ DINING PREP / / .'i... I I / / .. . . • / / •s• ,. — I I .., , 1..., ...( ..,... -.„ 1.. .( I I -. ,• I I ..„ L __ = 4_ 1 17i •. ... a •,_ . V ... .. .. .... - . 4 1 .•.• l fr ‘• , •... v \ III p : III ...... .__ .. . _.....: .• . . .... 1..• -. - ,7 -1---1 EXISTING :P. -• ELECPANEL EQUIPMENT <>. 7 i- 1 I ., . . I . <.>. . . */ ' . . ,. ...... ...., , . .' • , . . • A • • • • • • • • 1 1 SHARED HALLWAY W.C. . \ 7 \. / II — , II =1-1 L _I I – c =4. ....._ I / LAST TENANT = FROZEN YOGURT . • '., . . . i [L‘ . ,- , . . • , — . .. - •.. i ,, ____.....7.=._ i 1 , Ei 9.-6.ACT CLNG -— =1, 1=.. =-11 \ --- reJ 12'-5"B.O.OPEN WEB TRUSS / II 530 sq.ft.total 183 sq.ft.total - c- -7 1 1 1 Li = ii I a -r=7----77- 0 I 0 1 3 133 i_ II W.C. I -LH, , If It 11 11 1. • 11 1 11'L.. l. it , :1 1ir .. ii I I 1 OSD -.f . ..., PHILIP H. SYDNOR .-..1 NOTES: • A PORTLAND,OREGON 1 - REMOVE ALL FLOOR FINISHES IN ALL AREAS '9,1, 5822 N N OF 6 1/4" = 110" 1/4" = 160" ,v7 EXISTING FLOOR PLAN EB DEMOLITION FLOOR PLAN e) 2-ALL STRUCTURAL COMPONENTS TO REMAIN IN PLACE 3- NO EXTERIOR WORK IS TO OCCUR AT ANY ART OF THE BUILDING EXISTING & 4- EXISTING CEILING TILES , GRID, LIGHTS,AND HVAC GRILLES TO BE - - REMOVED DEMOLITION LEGEND: FLOOR PLANS EXISTING NON LOAD BEARING INTERIOR PARTITION, CASEWORK, C = DOORS, APPLIANCES, ETC.TO BE Greenway Town Center, REMOVED WHEN INDICATED AS DASHED Building 'B' Hunter Douglas TI August 31 , 2018 SW Scholls Ferry Road Tigard, Or. 97223 lk ti,,,iil L' jj; iE v ARCHITECTURE & PLANNING www.integratearch.com ©Integrate Architecture&Planning,P.C. GENERAL PROJECT NOTES: 1 . CONTRACTOR TO VERIFY ALL DISCREPENCIES BETWEEN DEMOLITION PLAN & CURRENT FIELD CONDITIONS 2. VERIFY WITH OWNER ALL DEMO ITEMS WHICH ARE TO BE SALVAGED, MAY INCLUDE DOORS, LIGHTS, FIXTURES 3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS AND COORDINATE ALL WORK WITH HOTEL MANAGEMENT \-- GENERAL NOTES 1. See 3/A5.1 for interior partitions P2a and Fl 2. Contractor to verify all conditions and dimensions before and during MASONRY COLUMNS;TYP. construction. Notify architect of any discrepancies prior to and during construction. 0 3. All work to be performed in strict compliance with local, state,&federal co codes&ordinances. Ir 95' 0" I4. All construction is to comply with the 2014 energy code requirments for r ! climate zone 4C . 1? 11 1: ,, �r II Il 5. Do not scale drawings. r -.y' 6. All dimensions are to face of framing unless otherwise noted. i Z ', ,, O 7. Provide blocking &fire stopping to meet all applicable codes. / i EXISTING 1-HOUR RATED / // � ,�` � •;o DEMISING WALL TO 8. Seal all construction points, plumbing and electrical penetrations to ensure / / REMAIN maximum air tightness and insulation. co / / r / / oe '1' OPEN SHELVING / 9. Coordinate with architect for HVAC equipment, duct, and vent locations. / // r 10. Provide smoke and carbon monixe detectors as required by code. I./ / J/ / / 3',4,� 11. Mechanical, Plumbing, Electrical and Communications systems are / / �f Design/Build in Tenant Spaces, typ. Design/Build contractors to directly r — — — 4 / �7.c A-r .,—rA�l coordinate with the city for all permits. �! 'A -k \ 1 \6'-2" '1 \ T.Q. WALL =+108"AFF, -64 u - \ \\ \\ SEE DETAIL 4/A5.1 - I, / ? \ \ i c9 11 / T PAIR, 48"x80" .� \ \ I / v \ EMPLOYEES \N AREA 11 1 LIBRARY :. . \ 7 622 SQ. FT. -II 105 SQ. FT. ,.. • EXISTING CONCRETE—" . ., . 7'-0" WALLS TO REMAIN SALES/ DISPLAY AREA .y n. ... .::' (-------7. 962 SQ. FT. / ,:..: •''' -----.) _ -, i (..) /— � J WC U / - 65 SQ. FT....-................ ...... ...... ,� -� Z �... . 36''X 80".SOLID.C.QRE EXISTING 6'x 7'1 / - — — - — — - 1 _0 DOOR WITH PRIVACY .11 STOREFRONT / i �� VDCK AND OCCUPIED / / OWNER Q oo / DICATOR ENTRY TO REMAIN - � / / SUPPLIED SALES 0, v) I A51 // DISPLAY, v �, V MAX. HEIGHT= 7', O T O ',01) � .. TYPICAL !, CD UCIREF 1'-h �1 �� l PHILIP H. SYDNOR ---. '-' 1, • .. ' _ � v t-., NEW PORTLAND,OREGON "LI, :, MR MO •• •• •I• .• •• RN \ ELEC. PANEL 5822At FLOOR PLAN Greenway Town Center, Building 'B' & L Hunter Douglas TI August 31 , 2018 SW Scholls Ferry Road Tigard, Or. 97223 N FIRST FLOOR PLAN0 Alk 114•, = 1%0" w A2 ■ 11 i irsaitzs ARCHITECTURE Er PLANNING www.integratearch.com O Integrate Architecture&Planning,p.c. WALLS & PARTITIONS W/IN 2' OF URINALS &WATER CLOSETS SHALL HAVE A SMOOTH, HARD NONABSORBENT MATERIAL TOA HEIGHT OF4'ABOVE THE FLOOR, EPDXY -- PAINT MAY BE USED INSTEAD — / . 0 • THERMOSTAT/ ( \ 1 3'-4 0 o SIGNAGE " Q J/ LIGHT SWITCH a — m DOOR MIRR o Q w ' LEVER C�C� o SD PTD w Z b rn `` • ucox GB 13" ii= :1 C J " " -. _ 4.L MIN. Ildi :. • E "v :4o b - Z� M TPD BASE -� N N DUPLEX, PHONE,AND DATA _ __ 71' / 1 - OUTLETS TO BE LOCATED 17' 6 NOTE:CONTRACTOR TO AFF. UNLESS NOTED 1'-3" 18" Jr VERIFY ALL DIMENSIONS AT OTHERWISE. NORTH "MIN. EAST 5-0„ SOUTH SITE. CODOOR AND FIXTURE MOUNTING HEIGHTS TYPICAL WATER CLOSET INTERIOR ELEVATIONS 3/8"=1'-0” 3/8"=1'-0" --*-- STRUCTURE 20 GA.RUNNER TRACK-SECURE _- THE WALL ANGLE MUST BE 2" LONG HORIZONTAL FASTENERS AT 16"0.C.-- ALL ENDS AND CORNERS ND 2 FROM—METAL STUDS TO FLOAT FREE IN =— STABILIZER BAR BETWEEN VERT. STRUT: SEE CHART COUNTERSLOPE HANGERS IF Y ALL MEMBERS MORE THAN 1 :6 OUT OF PLUMB RUNNER TRACK W/1/2"GAP AT TOP @ PERIMETER .WALL SYSTEM __E.__4_ r - 1/4" DIA. x 3" LAG SECURE ALL HANGERS 45/8" SCREW-EYE TYP. TO BUILDING STRUCTURE. t TO CONCRETE, TRAPEZE DUCTWORK AND ANCHORS AT 16"o.c.AND 2" EMBED 1 1/4" MIN. TYP. OTHER LARGE OBSTRUCTIONS FROM ALL ENDS AND CORNERS t{ , Q . .-: — BASE ASSCHEDULED ADDITIONAL 45° MAX. BASE&FLOORING 4 HANGERS @ ALL 0 X AS SCHEDULED - MEMBERS WITHIN 8" STRUCTURE hili // OF PERIMETER SEE PLANS SECTION SECTION 4 5/8" y (4)ESLAT EAC HAYED 2 GARUNNERS 2,. WALL SYSTEM: --e----SUPPORT 12A WIRE @ 1/2 IN.THICK GYPSUM BOARD APPLIED VERTICALLY OR STRUT TYP. MAIN RUNNERS —. .: HORIZONTALLY. r / ` 4'-0" O.C. E.W. r WALL SYSTEM 3 i "MIN., 18 GA.,METAL STUDS SPACED 16 IN.OC MAX,EFFECTIVELY I - — - 1/2 IN.THICK GYPSUM BOARD APPLIED VERTICALLY FIRESTOPPED, �% OR HORIZONTALLY. 1' R-11 FIBERGLASS SOUND BATT INSULATION (AT BATHROOM WALLS) j �� LIGHT FIXTURE 12 GA HANGER 1 1 "x 25 GA.METAL FURRING CHANNELS Q 16"o.c. ORNER. FIXTURE TO VERTICALLY.SECURE W/POWDER DRIVEN FASTENERS SHEATHING APPLIEDDVERTICALLY OR HORIZONTALLY,GYPSUM 8 MAX.MAX4 Q 24 O.C. (ALT.FLANGES). SHIM AS REQUIRED. 6'-O" MAX 4'-0" O.C. 4'-0" O.C. / MAKE POS. CONNECTION ) __�,— WALL EXTENDS TO STRUCTURE / / PLAN PLAN WALL SYSTEM - SEE PLANS / 12'-0" O.C. EA. WAY TOCLG. GRID. WALL FURRING 30 MIN RATED WITH SOUND INSULATION / LATERAL BRACING @ 12'-0"o.c. EA WAY Fl SCALE„ ,�,,,� P2 s 11/7.V-0” MAIN RUNNER TO STRUCTURE. BEGIN BRACING WITHIN 6'-0" OF PERIMETER & 2" FROM CROSS MEMBER. POP RIVET ARMSTRONG FACIA 0 PARTITION TYPES THIS SIDE ONLY MOLDING 1 1/2"=1'-0" *OR USE ARMSTRONG SEISMIC C'�\ \ STUDS \ — 0 0 - - � 7�T DIAG.BRACE W/3 1/2 33 MIL.ST DS 1 SJMR & SJCG CLIP 33 MIL.TOP TRACK \ \ / ' `8"O.C.STAGGERED TO STRUCT ABOVE. , g. PHILIP H. SYDNOR CX 45 MAX. _.\__ \/ O OO O O OO ( O O O O O O O / H • • PORTLAND,OREGON L_ I to SEISMIC JOINT DETAIL ,.e �?, 5822 e" CHANNEL P (IF REQUIRED) Min. MOLDING OF ..._..---, \____ (N)ACT J �� (N)ACT COMPRESSION STRUT SIZE I MAX. LENGTH INTERIOR ELEVATIONS NOTE: EMT CONDUIT & DETAILS SEISMIC SEPARATION REQUIRED FOR 5/8"GYP.BD. CLG. OVER 2500 SQ. FT. 1/2"0 EMT CONDUIT UP TO 5'-10" BOTH SIDESGreenway Town Center, --.._--. , CEILING GRID: HEAVY DUTY 3/4"0 EMT CONDUIT UP TO 7'-8" Building 'B' 1"QJ EMT CONDUIT UP TO 9'-9" Hunter Douglas TI OPTIONAL SOUND ICC-ES REPORT ESR-1222 AND ASTM g INSULATIONMETAL STUDS W Ubib August 31 , 2018 0SINGLE 1-5/8" METAL STUD (20 GA.) UP TO 12'-0" -�=— Z LOADS: (approx., per item) SW Scholls Ferry Road 3-5/8"20 GA MTL j BACK-TO-BACK 1-5/8" METAL STUD (20 UP TO 15'-0" Tigard, Or. STUDS© 16"O.0 %° MECH. GRILL 10 lbs. g 97223 (WOOD STUDS OK). LIGHT FIXTURE 42 lbs. �� � �Iq6LE 2-1/2" METAL STUD (20 GA.) UP TO 13'-6" � ' 20 GA.STUD TRACK I.. j HILTI X-DNI POWDER NOTE: BACK-TO-BACK 2-1/2" METAL STUD (25 UP TO 15'-0" ACTUATED FASTENER© ON 2 ADJACENT WALLS THE GRID (.7A.) A5 . 16"O.C.W/3/4"EMBED MUST BE ATTACHED TO WALL ANGLE. `N AT UN-ATTACHED WALLS THERE MUST w4 A MIN. OF 3/4" CLEARANCE FROM GRID. IiTEEiE BRACED WALL DETAIL ARCHITECTURE & PLANNING C4) 1 1/2"=1'-0" www.integratearch.com ACT CEILING DETAIL ©Integrate Architecture&Planning,p.c. 1 1/2"=V-0" GENERAL NOTES 1. All ceilings are gypsum board unless otherwise noted. 2. Provide smoke detectors as required by code, all detectors to be hard wired and interconnected. 3. Provide Mechanical Ventilation in Full Bathrooms Per ORSC, M1506.4 4. See 51A5.1 for ceilng grid install requirements LEGEND Graphic symbol Description ® Exit sign, universal mount,wl directional arrow Z Bathroom exhaust fan &light- 100 cfm ultralite panasonic r — + Wall-mounted decorative over-vanity fixture. ----Series or approved. Li_J` Ir U , 1 L-1 1 40 watt LED Columbia Lighting 4000k 2x4 light fixtures.(2) II fixtures to be on 250w inverter for egress L-1 L-1 [—Li L 5N/EGR1 26 watt LED Columbia Lighting 4000k 2x2 light L2 fixtures (3)fixtures to be on 250w inverter for egress Surface mounted LED track light / MECHANICAL NOTES Li 1 1 L-1 1 L-1 r L-1 1 2 II I NOTE ■ I 1 EXISTING UNITS REMAIN 5w` EGRESS I 2 EXTEND/RUN DUCTING AS NECESSARY TO NEW ROOMS -r LIGHT I I ;Illly ELECTRICAL NOTES I NOTE ,I, 1 RELOCATE/PROVIDE NEW OUTLETS PER TENANTS DIRECTION. 2 PROVIDE AND INSTALL NEW CEILING LIGHTS AS SHOWN. 3 PROVIDE SWITCHING PER ENERGY CODE. ® L-1 1-1 L-2 I L-2 ENERGY NOTES 510"/ EGRESS LIGHT 5W/ EGRESS LIGHT L 1' 5W, EGRESS LIGHT THIS IS JUST A PORTION OF THE CODE AND EACH SUB-CONTRACTOR IS RESPONSIBLE FOR DETERMINING HOW THE CODE APPLIES TO THEIR SPECIFIC • strg isY'P M Q R " A D LI TRADE. INSTALLATION OF THEIR PRODUCTS AND MATERIALS ARE TO BE TO • CEILI.NG,.8-O'l.A•FF, .• . INDUSTRY STANDARDS AND CONFORM TO THE 2014 ' PR.OV1DE LIGRT. %. - `GAUE METAL ' CODE SECTION OREGON ENERGY EFFICIENCY SPECIALTY CODE STUDS AT 24".O.C. .. COMMENTS d �, 505.4 EXIT LIGHT 5 WATT MAXIMUM $ .0 , 505.2.2.3 �� DAYLIGHT ZONE CONTROL REQUIRED PER CODE PHILIP ' 505.2.1 INTERIOR LIGHTING CONTROL WILL BE PROVIDED H, SYDNOR L-t L-1 ! L-1 L-i L 1 �� y ___ 505.2.2 ADDITIONAL CONTROLS AS NEEDED WILL BE PROVIDED o :;z_ • 1 L-� 505.2.2.1 LIGHT REDUCTION CONTROLS PER CODE PORTLAND,OREGON ® 505.22 OCCUPANCY SENSOR AS NEEDED 2 ,p119t li> I LI: i. u 505.22.2.1 OCCUPANT OVERRIDE PER CODE OF S?' u ii 1: ,. 11 505.22.2.2 HOLIDAY SCHEDULING PER CODE 505.3 TANDEM WREFLECTED AS NEEDED CEILING PLAN Greenway Town Center, Building 'B' Hunter Douglas TI August 31 , 2018 SW Scholls Ferry Road Tigard, Or. 97223 N ED REFLECTED CEILING PLAN 114" = 1'-0" A6 . 1 I FIITSCRAiliS ARCHITECTURE 8 PLANNING www.integratearch.com ©Integrate Architecture&Planning,p.c.