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Plans (9) BU P2017 - 00260 THE STACK GROUP , INC • RECEIVED �� A SEP 2 7 2017 W ou I Jo oN rx a CITY OF TIGARD ' BUILDING DIVISION AIN H EN , 0R,� • 5 65 � ' OF 0� TIGAR D , OREGON OFFICE COPY CITY OF'TIGARD REVIEWED FOR CODE COMPLIANCE THE STACK GROUP INC. TENANT OrmitthTil �`° 3 ''� ''� Permit# atP9ol 7-<5na.00 Address: 7,RA 0 I-10 r17 : k er Ill ' 7360 SW HUNZIKER RD, SUITE 106 Suite#: TIGARD, OR 97223 By: I Date: t Z N Jm ROBINSON CONSTRUCTION CONTRACTOR aCL W � � 21360 NW AMBERWOOD DR CONTACT: RYAN ROBINSON 0 " HILLSBORO, OR 97124 CCB #:63147 TELEPHONE: 503.645.8531 V) N M FAX: 503.645.5357 CIDA, INC. ARCHITECT 15895 SW 72ND AVE, SUITE 200 CONTACT: JEN HAWKINS PORTLAND, OREGON 97224 (T): (503) 226- 1285 (F): (503) 226- 1670 1 tilPROJECT DESCRIPTION BUILDING CODE INFORMATION IJI PROJECT CONSISTS OF 805 SQUARE FEET TENANT IMPROVEMENT TO EXISTING SUITE WITHIN DESIGN CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) . - ! HILLTOP BUSINESS CENTER. SUITE IS ON THE FIRST FLOOR OF A TWO STORY BUILDING. -------------"--< NEW PARTITION WALLS TO CREATE A NEW OFFICE, AND PLUMBING FOR (1) SINK AT BREAK OCCUPANCY: B m _ ARCHITECTURE ROOM. ALL UPDATES TO COMPLY WITH OSSC CHAPTER 11 ACCESSIBILITY AND ANSI H RELEASES REQUIREMENTS. CONSTRUCTION TYPE: V—B (NON—SPRINKLERED) m j ENGINEERING BUILDING AREA: a s PLANNING DEFERRED SUBMITTALS 1ST FLOOR: 7,640 SF (SUITE 106 ONLY IN SCOPE) INTERIORS 2ND FLOOR: 7,752 SF (NOT IN SCOPE) C LANDSCAPE • MECHANICAL TOTAL BUILDING AREA: 15,392 SF o 0 • ELECTRICAL m n m n�\yin -n\ 15895 SW 72ND AVE SUITE 200 • PLUMBING PORTABLE FIRE EXTINGUISHERS (OSSC 906); \ \\�\ \\ ��\\ COVER SHEET PORTLAND, OREGON 97224 PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN OCCUPANCIES AND LOCATIONS AS �� TEL : 5 O 3 . 2 2 6 . 1 z 8 5 REQUIRED BY THE OREGON FIRE CODE AND THE FIRE MARSHALL • • CS1 COVER SHEET FAX : 5 0 3 . 2 2 6 . 1 6 7 0 W W W . C I D A I N C . C O M MEANS OF FGRFSS ILLUMINATION (OSSC 1Q0fi), LEGAL DESCRIPTION ILLUMINATION LEVEL (OSSC 1006.2): MINIMUM 1 TOOT—CANDLE AT THE WALKING SURFACE LEVEL ION ARCHITECTURAL ILLUMINATION EMERGENCY POWER (OSSC 1006.3): • . T1.1 FIRST FLOOR PLAN, RCP 8c DETAILS TAX ID NUMBER: 25101 DB00100 EMERGENCY POWER SHALL BE PROVIDED FOR A DURATION OF 90-MINUTES MINIMUM • • T1.2 FINISH FLOOR PLAN, DOOR SCHEDULE 8c DETAIL AREAS REQUIRED TO BE ILLUMINATED BY EMERGENCY POWER CORRIDORS AND EXIT PASSAGEWAYS — INTERIOR EXIT DISCHARGE ELEMENTS .... EXTERIOR LANDINGS EMERGENCY EPERFORMANCE (OSSC 1006.4): MINIMUM 1 TOOTPOW—RCANDLE AT THE WALKING SURFACE LEVEL CD ILLUMINATION EMERGENCY POWER (OSSC 1006.3): Z e INITIAL ILLUMINATION: _ IL OSSC 1004 OCCUPANT LOAD TABLE LOOT—CANDLE AVERAGE WI 0.1 FOOT—CANDLE MINIMUM AT ANY POINT AT FLOOR OFFICE COPY LA LIGHTI G Y s�� ' . .'. ROOM # NAME OCCUPANCY TYPE LOADING FACTOR AREA LOgD O 6D OOT CANDLECAVERAGE N W/ 0.06D FOOT—CANDLE MINIMUM AT ANY POINT AT FLOOR M o n c • x e' n LEVEL ' N ( 7 - , . a a ;I t ^. " 100 RECEPTION BUSINESS 100 197 2 N it w F -- -- -- COMMON PATH OF EGRESS TRAVEL (OSSC 1014): Z 0 N Cir IX Cr) 2,:i ' ,' SUITE 106: O ,- ,-, '", 101 HALLWAY 48 a 7 102 OFFICE BUSINESS 100 93 1 COMMON PATH OF EGRESS TRAVEL (1014.1) AREA OF WORK W �.m .. 103 (E) OFFICE BUSINESS 100 149 2 NON-SPRINKLERED BUILDING, B OCCUPANCY Elf/ �., 104 (E) OFFICE BUSINESS 100 137 2 MAX TRAVEL DISTANCE ALL=0WED = 100' 0" 805 SQ. FT. > C7 ce ce El ACTUAL TRAVEL DISTANCE 25'-5" • `■ Oa 105 BREAK ROOM ACCESSORY 100 181 2W • 4 i s * TOTAL FOR OCCUPANT LOAD 805 9 ) ACCESS TRAVEL DISTANCE (OSSC 1016)• N ., transamertcs PATH OF EXIT TRAVEL (1016.1) I n 0 Iimoi F�DTr I Ad%IC' t •,7_,.." rl� NON-SPRINKLERED BUILDING, B OCCUPANCY �A I' 1. Z a `< `! MAX TRAVEL DISTANCE ALLOWED = 200'-0" Q 0 ',,tii " ax ACTUAL TRAVEL DISTANCE = 33'-10" Z = (' ■ 1 _ . o EGRESS (TABLE 1021.2) ® • W ,. '' e a. ti` ' 1 EXIT REQUIRED "• 1 EXIT PROVIDED — T ■ CII II ,, , „ - - ., ,. );CRESS WIDTH REQUIRED (TABLE 1005.1) i -- 9 TW' o �; EGRESS WIDTH REQUIRED (9x .2) = 1.8" ■ e . e • . w MEI ® +� a i M I- N ,..A\ „ , �q� - , EGRESS WIDTH PROVIDED = 36" MIN. PROVIDED _ t _,. .. ACCESSIBIU1 IOSSC CHAPTER 11 AND ASI CHAPTER 5): C.-! �IltopCafe 5 =F • �� SEE FLOOR PLANS FOR REQUIRED CLEARANCES AT DOORS, __ ■ m� _ �y � • . • ' • '- , ' ' SEE INTERIOR ELEVATIONS FOR REQUIRED CLEARANCES AT CABINETS AND FIXTURES • m e i i 3� :' SEE DETAILS AND INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS : I 30 (I} m a A20 �'�`� ° SEE 1/T1.1 FOR SIGNAGE LOCATION • 1 ‘4,4,1 ALL SIGNAGE GRAPHICS, LOCATION AND MOUNTING TO COMPLY WITH OSSC CHAPTER 11 ■ a' .£'p ,. i —ll ■ i p PLUMBING SYSTEMS (TABLE 2902.1). ■ a *ALL EXISTING COMMON PLUMBING FIXTURES TO REMAIN. NO CHANGE OF OCCUPANCY/USE. ■ - - - 1 - ■ - ;. I I ;.rr + v - - COVER SHEET CITY OF TIGARD NORT>♦ Approved by Planning CS1 a VICINITY MABITE 106: NOR11i Date: °1 �2�/ 1 4 cs NO SCALE lih FIRST FLOOR EGRESS PLAN (,,;gale. �= 3 JOB NO. 170194.01 ©2017 an&P.C./aa ALL iNpcs R6QNFD T , , s. FLOOR PLAN LEGEND CENTERLINE OF STUD WALL AND U U U U U L CENTERLINE OF MULLION u u FOF (E) EXTERIOR WALL A WALL TYPE (THIS SHEET) (E) ALUMINUM STOREFRONT SYSTEM E� V� r { (N) INTERIOR PARTITION MULLION / DU I JOH SON RECITE TYPE PER 10/T1.2 (E) INSULATED GLAZING • SAINT H ENS, OR (E) DEMISING PARTITION �J (E) PARTITON TO REMAIN 65rim 1%, �p (E) EXISTING SEALANT OVER NEOPRENE GASKET-- OF Or ELEVATION KEYNOTES (E) OFFICE bI FOF FACE OF FINISH ATTACH TO STOREFRONT SYSTEM WI (E) OFFICE ^ FEC FIRE EXTINGUISHER ] ADHESIVE TAPE 104 ¢ 103 0 8 O PAINTED GYP BOARD PER SCHEDULE ^ FLOOR PLAN KEYNOTES 1'®. ® 4'-1® © RUBBER BASE PER SCHEDULE 1/2 " nill _ minims- / w 1■ f1 �O © PL-1 PLASTIC LAMINATE CABINETS WITH IIII I S FOF (E)COLUMN TO REMAIN - © ADJUSTABLE SHELVING WHERE SHOWN N ._' ON ALL VISIBLE SIDES 'MIN. - © MICROWAVE- PROVIDE DESIGNATED OUTLET. TENANT iliMilWee OPL-2 PLASTIC LAMINATE COUNTERTOP PROVIDED/CONTRACTOR INSTALLED ��T11WITH 4" BACKSPLASH WHERE SHOWN A ilIniii•IN SINK (E)104-A _ 0 PREFINISHED 16 GAUGE SHEET OFFICE N - 102 11111,41111.11.1111111e/a° 0 TENANT-PROVIDED MICROWAVE - MATCH WINDOW SYST MLOR TO Ol CONTRACTOR TO PROVIDE POWER, VERIFY cnI iilis0��� SIZE W/TENANT PRIOR TO FABRICAITON ra - o AND ADJUST SIZE ACCORDINGLY a FLOOR PLAN GENERAL NOTES Z 5 O PROVIDE OUTLET FOR TENANT PROVIDE GYP. BD. WALL PER PLAN A 4 1. ALL CONDITIONS SHOWN OR IMPLIED ON THE DRAWINGS SHALL BE1� MINI REFRIGERATOR 0 re w HALLWAY T1.1 VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. NOTIFY a a 1 A S % O 101 02 ♦ -� 1' 2EQ. (?4'-11 ARCHITECT / ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START 1 I w N n ■ - .; ,nom, =r. .__ t OF WORK. o n % FOF( `� �' 2 ALL OTHERWISESIONS ARE TO CENTER LINE OF WALL UNLESS NOTED BREAK ROOM 105 ELEVATION 4 TYPICAL INTERIOR WALL @ STOREFRONT MULLION W a o 0 5 -0 1/2" 9'-11"± 3. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED AND INSTALLED AS 1/4" = 1'-0" T1.1 3" = 1'-0" 08400-03 m .- N M / / / BREAK ROOM REQUIRED BY APPLICABLE STANDARDS. RELOCATE AS NEEDED. 105 C % WALL TYPES F -1 RECEPTION ANEW INTERIOR PARTITION WALL - NON-LOAD BEARING é ♦ 1 3625162-33 METAL STUDS, 24" O.C. TO UNDERSIDE 100 OF CEILING WITH (1) LAYER OF 5/8" GYP. BOARD / IL EACH SIDE - PROVIDE I ® INSULATION FULL DEPTH GOF CAVILASS TY.-- SEELF8/T7 1 1:111 7 r E J ¢ ATO6''-O"'8 O.C.A. METAL STUD TO STRUCTURE BRACE -- H o o I w ABOVE 711-- -1-� III II oll SUSPENDED CEILING iiiisi L 1CONT. TOP TRACK- ATTACH TO = ''������ ������, If CEILING GRID W/ 1" TYPE "S" a.r ± /� SCREWS AT 2'-O" O.C. AND TO TOP ARCHITECTURE V PLATE OF PARTITION W/ (2) 1" ENGINEERING NORTH - 4 TYPE '5' SCREWS - TRIM PANEL AS PLANNING FIRST FLOOR PLAN / REQUIREDU INTERIORS 1/4" = 1'-0" N FULL THICK SOUND ATTENUATION LANDSCAPE X BATT 15895 SW 72ND AVE SUITE 200 W RCP GENERAL NOTES METAL STUD PARTITION PER PLAN PORTLAND, OREGON 97224 TEL : 5 0 3 . 2 2 8 . 1 2 8 5 Q i- FAX 5 0 3 . 2 2 6 . 1 6 7 0 U LI - U U u _ ___. L 1. THIS DRAWING IS DIAGRAMMATIC AND FOR DESIGN PURPOSES ONLY. BASE WWW . C I D A I N C . C O M L. L. 2. JUNCTION BOXES TO BE PAINTED TO MATCH ADJACENT SURFACE. BOTTOM TRACK TO FLOOR WITH • ANCHORS AT 4'-0" O.C. (MAX) AND 3. VERIFY ALL BUILDING SHELL CONDITIONS - REPORT ANY CONFLICTS OR AT CORNERS AND ENDS l ADVERSE CONDITIONS TO ARCHITECT PRIOR TO START OF WORK. r % I 4. ELECTRICAL CONTRACTOR TO VERIFY MINIMUM EMERGENCY EXIT i N ILLUMINATION WITH BATTERY BACK-UP AT EGRESS PATH OF TRAVEL.• .1 PROVIDE 1 F.C. MIN. EMERGENCY LIGHTING AT PATH OF TRAVEL. THIS i III a LEVEL MAY NOT DIMINISH TO LESS THAN .06 F.C. OVER 1.5 HOURS OF C' OPERATION r • / (E) OFFICE (E) OFFICE 5. CONTRACTOR TO VERIFY ALL LIGHTING STANDARDS ARE MET - • co ✓ ,04 COORDINATE WITH LIGHTING CONTRACTOR 8 TYP. INTERIOR PARTION- TYPE A Z o es- .i. • 6. CONTRACTOR TO PATCH AT RELOCATION OF LIGHTS AS NECESSARY, LLI _, REPLACE YELLOW OR DAMAGED TILES. T1.1 3/4" = 1'-0" 092900-03 ✓ I , 1 I I 1 = a F- _ 7. WHEN POSSIBLE, USE SALVAGED LIGHTING FIXTURES. LOCATE ACCORDING TO 9/T1.1 CL 5 • Ei - f ---- .. �c INT. OREXT. WALL ROOF OR FLOOR DECK o ' 141SUUSPENDED CEILINGS TO BE 12 GA. HANGER WIRES ® 4'-0" 4" N �: 4 d OFFICE INSTALLED WITH BERC2 O.C. (TYP.) Z 0 0 I SCHEDULE ION BRACE, SEE 1 SYSTEM BY ARMSTRONG AS W AMI II 102 o DUCT SHOWN, APPROVED EQUAL CLIP SYSTEM OR PRESCRIPTIVE I �� I RCP LEGEND NOTE 10 12 GA. SPLAYED BRACE WIRES > _ �P METHOD PER OSSC 803.9.1.1 / (TYP.) MAXIMUM ANGLE FROM W O ROOM ROOM NAME & NUMBER AND ASTM 635 & 636 i HORIZONTAL IS 45 DEGREES �/ Y Ct HA •Y C T --IL 101 NOTE 5 ■��■ �I,����I� j■ I \ � / NOTE 6 / \\114; CROSS TEE NJ 0 - = NOTE 3 OTE 4 NOTE 9 � �/� 0 ? Ce <> 1 L -4_'_:-....4, H NOTE: Q Q ALL WIRE TO BE NO. 12 MAIN TEE Z < _ (' (E) 2x2 ACOUSTICAL CEILING TILE TO REMAIN-- AS GAUGE. CONNECTIONS TO BE Iii I- REQUIRED FOR 'LIKE NEW' APPEARANCE. SEE 11/T1.1 NOTE 1 NOTE 11,1 3 TURN MINIMUM WITHIN 3 NOTE 2 _ INCHES OF THE CONNECTION 7 NOTE 7 COjk- BREAICROO,A - if-NOTE X105 INOTE 8 al 0 IT`-::-„,---------=11 NOTES: FASTENER SCHEDULE II \ II II 2X4 DIRECT/INDIRECT LAY-IN LED LIGHT TO BE 1. 7/8" WALL MOLDING. ATTACH TO PERIMETER WALLS CONSTRUCTION TYPE FASTENER REQUIREMENTS N LL_ _ � DEMOLISHED- SALVAGE/RE-USE IF FEASIBLE 2. 2" BERG (BEAM END RETAINING CLIP) AT INTERSECTION OF EACH GRID BAR TO WALL SUPPORT. ATTACH BERG TO GRID ON 2 ADJACENT WOOD 1/4" X 3" SCREW EYES ` -Thi -WALLS. PROVIDE 1/2" CLEARANCE ON UNATTACHED BERC. STEEL DECK PRE DROP WIRES, CMI DC1 OR DC, 2-1/4" METEAL DECK I RECEPTION \ 3. PERIMETER HANGER WIRES - WITHIN 8" OF ALL WALL ON ALL TERMINAL ENDS OF CROSS RUNNERS AND MAIN RUNNERS. SCREW EYES (E) 2X4 DIRECT/INDIRECT LAY-IN LED LIGHT TO REMAIN 4. SUSPENSION WIRES AT 4'-0" ON CENTER. SOFT ANNEALED GALVANIZED POST TENSIONED CONCRETE PRE DROP WIRES, EMBEDS, 1/4" X 3/4" METAL HIT ANCHORS 100 y 5. VERTICAL STRUT FASTENED TO MAIN RUNNER AND EXTENDED TO THE STRUCTURAL FRAME. 12'-0" O.C. EACH WAY CAST IN PLACE CONCRETE PRE DROP WIRES, EMBEDS, 1/4" X 3/4" METAL HIT ANCHORS 6. HORIZONTAL RESTRAINTS SECURED TO MAIN RUNNER WITHIN 2" OF CROSS RUNNER. INSTALL 4 AT 90' ANGLE FROM EACH OTHER AND AT (E) 2X4 DIRECT INDIRECT LAY-IN LED LIGHT ANGLE LESS THAN 45' FROM THE PLANE OF THE CEILING. COMPRESSION STRUT SCHEDULE / 7. HEAVY DUTY SUSPENDED CEILING SYSTEM - MAIN RUNNERS AND CROSS RUNNERS CONNECTED TO EMERGENCY POWER SUPPLY TO REMAIN 8. ACOUSTICAL CEILING PANELS - 24" X 48" X 5/8" LAY-IN. (24" X 24" WHERE INDICATED ON PLANS) MAX. LENGTH OF STRUT STRUT REQUIREMENTS 9. TRAPEZE DUCTWORK AND OTHER LARGE OBSTRUCTIONS, COUNTER SLOPE. 5'-10" 1/2' DIA. CONDUIT (EMT) NEW 2X4 DIRECT/INDIRECT LAY-IN LED LIGHT TO MATCH 10. CONNECTION DEVICE TO HAVE 180# CAPACITY. 7'-8" 3/4" DIA. CONDUIT (EMT) 71111111.11.111. I • I II II1 • • • • 10"114 EXISTING 11. LIGHT FIXTURES MUST BE ATTACHED TO SUSPENSION SYSTEM. FIXTURES WEIGHING LESS THAN 561bs MUST HAVE (2) 12-GAUGE WIRES 9,.._9• 1" DIA. CONDUIT (EMT) FIRST FLOOR PLAN, RCP AT DIAGONAL CORNERS. HEAVIER FIXTURES MUST BE SUPPORTED INDEPENDANTLY FROM THE BUILDING STRUCTURE. PENDANT LIGHTS MUST 12'-O" El 111 _O" SINGLE 1 5/8" X 20 GA METAL STUD & DETAILS BE SUPPORTED DIRECTLY FROM THE STRUCTURE WITH A 9-GAUGE WIRE REGARDLESS OF WEIGHT. 12. MECHANICAL DEVICES MUST BE ATTACHED TO MAIN BEAMS AND CROSS TEES. DEVICES WEIGHING LESS THAN 20Ibs DO NOT REQUIRE 15BACK TO BACK 1-5/8" X 20 GA METAL STUDS 0 •11.11. EGRESS PATH OF TRAVEL SAFETY WIRES. DEVICES WEIGHING 20-56Ibs REQUIRE (2) 12-GAUGE WIRES AT DIAGONAL CORNERS. HEAVIER FIXTURES MUST BE 13'-6" SINGLE 2-1/2" X 20 GA METAL STUD SUPPORTED INDEPENDANTLY FROM THE BUILDING STRUCTURE. 15'-0" BACK TO BACK 2-1/2" X 20 GA METAL STUDS ■ NORTH V 11 LATERAL BRACING FOR HEAVY-DUTY SUSPENDED CEILING PROVIDE HEAVY DUTY CEILING SUSPENSION SYSTEM CONFORMING TO THE REQUIREMENTS OPF JOB NO. 170194.01 4 9 FIRST FLOOR REFLECTED CEILING PLANT1.1 3/4" = ,'-o" 095123-01 CLIP ASTM C-635-00. T1.1 1/4" = 1'-0" 020.7(SI.P.0/0�1 NIR%7R5 R6flA'FD FINISH FLOOR PLAN LEGEND ROOM FINISH SCI-EDULE ' u u u u u u L CORRIDOR ROOM NAME & NUMBER ROOM # ROOM NAME FLOOR BASE N WALL E WALL S WALL W WALL CEILING HEIGHT NOTES E��rt 1100 i 100 RECEPTION (E)CPT-1 B-1 W-2 --- --- --- CL-1 (E) 101 HALLWAY --- --- --- ti :. (E) CPT-1 no W-2 (E)CPT-1 B 1W 2 CL 1 (E) W DU TI IIOHN ON 102 OFFICE (E)CPT-1 8-1 W-1 W-1 W-1 W-1 CL-1 (E) � jlyt,�_..__ (E) OFFICE ( ) i (E) OFFICE (E)CPT-1 --- --- --- --- --- CL-1 (E) ( SAINT HE ENS,/OR * � 103 65 104 (E) OFFICE (E)CPT-1 --- --- --- --- --- CL-1 (E) 103' i. . E OFFICE . (E)CPT-1 --- --- --- --- --- CL-1 (E) ( ) 105 BREAK ROOM � OF 0� 104 FINISH FLOOR PLAN GENERAL NOTES i UST OF FNISI-ES ir . I1. VERIFY ALL FINISH SELECTIONS WITH TENANT AND OWNER PRIOR TO ORDER/INSTALL. FLOORS BASES WALLS CEILINGS CASEWORK 2. HATCHES SHOWN FOR REPRESENTATIONAL PURPOSES ONLY. CONTRACTOR TO PROVIDE SHOP DRAWINGS INDICATING FLOORING FINISH EXISTING CARPET TO 4" RUBBER BASE, PAINTED GYPSUM BOARD (E) 2x2 ACOUSTICAL PLASTIC LAMINATE i HALLWAY' PATTERNS, SEAMS AND TRANSITIONS FOR DESIGNER APPROVAL. REMAIN MATCH EXISTING FIELD PAINT, MATCH TO CEILING TILE VERTICAL SURFACES, FORMICA 101 '.:. '. EXISTING, MILLER PAINT, 8223 6401-43 NATURAL WALNUT, 3. PATCH AND REPAIR ANY DAMAGES WHERE CONSTRUCTION HAS SIENNA SAND 8223, EGGSHELL ARTISAN FINISH j �. OFFICE a OCCURRED. MATCH TO EXISTING PANT AND BASE FOR 'LIKE NEW APPEARANCES. I Pn 4. ADDITIONAL ELECTRICAL OUTLETS TO BE ADDED/PROVIDED BY W-2 PL-2 r SUBCONTRACTOR TO MEET ELECTRICAL CODE. CONTRACTOR TO VERIFY PAINTED GYPSUM BOARD PLASTIC LAMINATE cc N W/TENANT EXACT REQUIREMENTS AND LOCATIONS OF ACCENT, MATCH TO EXISTING, COUNTERTOPS/BACKSPLASH, z I- ELECTRICAL/DATA/PHONE OUTLETS. TENANT RESPONSIBLE FOR MILLER PAINT, 8675D, 4876-38ART LAMINATE, � { • CONTRACT FOR LOW VOLTAGE DESIGN AND INSTALLATION. EGGSHELL SHEER MESH a a CJ L.� BREAK ROOM Li CD Ch D 0 0 _ - r N M RECEPTION '.. i. 1d0. 1,-1" V -___ MELAMINE ALL INTERIOR SURFACES TYP. 'I-- I �C PLASTIC LAMINATE AT ALL EXPOSED — PLASTIC LAMINATE AT ALL EXPOSED II . EXTERIOR SURFACES TYP. ° , n EXTERIOR SURFACES TYP. '>-C ®_I j ITIMINIIIIMINIIM (� WIRE PULLS - LOCATE 1-1/2" FROM SHELF PIN HOLES ® 1" O.C. TYP. W/ ADJ. —1 J fl—Il v VERTICAL EDGE (TYP.) o ° PLASTIC LAMINATE SHELVES �in II ii _° I WIRE PULLS - LOCATE 1-1/2" FROM Mil PLASTIC LAMINATE AT ALL EXPOSED VERTICAL EDGE (TYP.) EXTERIOR SURFACES TYP. II p MELAMINE ALL INTERIOR SURFACES TYP. i� I' lid®i :1:47;;;;;; in 61 II__—_—_! A v � \ PLASTIC LAMINATE COUNTER TOP W/ 4" ENGINEERING WIRE PULLS - LOCATE 1-1/2" I1'-1" SIDE AND BACKSPLASH, FLAT EDGE, TYP. NORTTi FIRST FLOOR FINISH PLAN 1'-6" FROM VERTICAL EDGE (TYP.) � PLANNING Alik • PLASTIC LAMINATE COUNTER TOP W/ 4" o SINK INTERIORS 1/4" = 1'-0" C SIDE AND BACKSPLASH, FLAT EDGE, TYP. iI LANDSCAPE 2'-1" ` ' 2'-1" N PROVIDE BLOCKING AS REQUIRED N \ 8" 15895 SW 72ND AVE SUITE 200 PROVIDE BLOCKING AS REQUIRED \ PORTLAND, OREGON 97224 `` / \ 4 TEL : 5 0 3 . 2 2 6 . 1 2 8 5 \ =_—__—_ �G MELAMINE AT ALL CABINET ^�1 FAX : 5 0 3 . 2 2 6 . 1 6 7 0 o ??S5 INTERIORS TYP. l PLASTIC LAMINATE AT ALL EXPOSED WWW c 1 D A I N c . c o U -_ i, PLASTIC LAMINATE AT ALL VERT. EXTERIOR SURFACES TYP. 0 ii, EXTERIOR SURFACES TYP. ID I1 ° IF SHELF PIN HOLES CO 1" O.C. TYP. o MELAMINE AT ALL INTERIOR SURFACES TYP. j -- •- Ii W/ ADJ. PLASTIC LAMINATE SHELF N N , l II BASE PER SCHEDULE I Iii ,� ` �— BASE PER SCHEDULE I DOOR SCHEDULE ,, - ��I� co DOOR HARDWARE OPENING WIDTH DOOR DOOR DOOR FRAME FRAME NOTES DOOR # TYPE GROUP x HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH DOOR # CABINET SECTION AT ADA SINK Z 1- CABINET SECTION AT MICROWAVE (E)100 -- -- -- -- -- -- -- -- -- (E)100 m 3/4" = 1'-0" 064023-04 W T1.2 3/4" = 1'-0" 064023-04 w F- 102-A A 1 3'-0"x7'-O" 1 3/4" SC STAINED HMKD PREFINISHED -- 102-A „W,N (E)103-A -- -- -- -- -- -- -- (E)103-A �` D: D , 1 ') CI (E)104-A -- -- -- -- ---- (E)104-A NOTES: -- -- -- I-- 0 1. = W HARDWARE 0 w ce0 SCHEDULE m _ a S/ �,� �1 ( ' METAL STUDS-- SEE WALL TYPES M .L N OFFICE TYPE 1 k • I 6: II _u If— Z V a 1 1/2 PAIR BUTTS O FLUSH W _ — 1 EA OFFICE LOCKSET 9 DOOR TYPES N ~ GYPSUM BOARD 1 SET GASKETS T1.2 1/4" = 1'-0" ``' �' 1_II 11_( l I I � GYP. BD. WI o 1 EA WALL STOP `_Jto 1 EA STRIKE ® �- STEEL STUD WALL(DOUBLE STUDS ' L f M �6 2" HEAD CONDR1OP4 AT ALL JAMBS) RELITE FRAME BEYOND N ABBREVIATIONS: (E) EXISTING SC SOLID CORE HOLLOW METAL JAMB NEAR CONDI ION METAL RELITE FRAME HMKD HOLLOW METAL KNOCK DOWN / TEMPERED GLASS ®�r [ METAL GLASS STOP-- PAINT TO PER = SOLID CORE DOOR - SEE DOOR ' MATCH FRAME GENERAL NOTES: !OHOERDULE o SCHEDULE ALL NEW DOORS TO MATCH EXISTING, SPECIES, STAIN, FINISH, & HARDWARE. o THE OPENING FORCE SHALL NOT EXCEED 5 LBS FOR INTERIOR DOORS, 8.5 LBS FOR EXTERIOR DOORS, AND THE MINIMUM FORCE REQUIRED TO ®0Mr Mil rjr4 [ I`�_ FINISH FLOOR PLAN, CLOSE AND LATCH THE DOOR FOR FIRE DOORS. OSSC 1109.9.9 FINISH FLOOR =1 TEMPERED GLASS DOOR DETAILSULE & ALL HARDWARE SHALL COMPLY WITH THE REQUIREMENTS OF THE ADA. O FULL RELITE JAMB CONDRION JAMB CONDRIOI( DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. T1.2 CONTRACTOR TO VERIFY HARDWARE FUNCTION FOR ALL DOORS WITH TENANT PRIOR TO ORDER/INSTALL. 1O RELITE SCHEDULE & TYPES 11 TYPICAL INTERIOR DOOR DETAIL 12 TYPICAL INTERIOR RELITE JOB N0. 170194.01 T1. 1/4" = 1'-0" T1. 3" = 1'-o" T1.2 3" = 1'-0" ©2017 DDa. P.C./00A All RCM MIRED a