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Plans (599) BU P2018 - 00298 O o Sheet Index A0.1 COVER SHEET, SITE PLAN LI MILDREN DESIGN GROUP, P.0 _le• •*�:v �Kronos iowns - z " �I A1.0 FLOOR PLAN, REFLECTED CEILING PLAN ARCHITECTURE - SPACE PLANNINC , j A2.0 DETAILS 7650 S.W. Beveland, Suite 120 �o I Tigard, Oregon 97223-8692 Mil I OFFICE COP'S I 1 Am.- ■I I (503) 244-0552 , n ,,,, rrI= morov ,„, m ,,,, n , 11 I ■1 I Deferred Submittals - l f a I DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE RECEIVED ■ SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN ARD 0 ° •; 1 1 1 y RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD QC- 2 b Zdl$ 1 i Q �' ■r - THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING r-1 _ ..r 50 SW o vc. d o ������ ■• THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEENt-+i� ,,ilclr. J U� ■: • ■1111 i REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO �`' iii ,- ,.IF T! oaro ■: - THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS 0p ■f . SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL ■ ■ DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. ii_ SUBMIT SHOP DRAWINGS FOR ,� _ N - M NOTE: COMPLIANCE PR DR TO FABRICATION OFF THED (FOLLOWING ■ �. 0 Mk\\\\ ■ •I 1. ELECTRICAL DESIGN • 2. MECHANICAL DESIGN . ■ 40 3. FIRE SPRINKLER ■ I 4. LOW VOLTAGE � 11 AREA OF WORK I � PRE ALARMING �'J� ARI-12079 ti Code Analysis ■. ■ ��_ O. LAN BM ■ ��+rril ■••••••■ 5 +"3 BASED ON THE 2014 OREGON STRUCTURAL AND SPECIALTY CODE (OSSC) •:..• ■a•.� �•i-�ra.>,. �� �n ■ Ilr•••rri R■ • �Arr ���■ reit TIGARD, i-= r•■•rrril' Rom rirl! tr ON ■�■ I♦ _....1 �•i� _w. m OREGON OCCUPANCY PER OSSC 304 PER OSSC SECTION 1006: MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, r' •".9 � �Ar: 14110V�O,��+�,"� EXISTING OCCUPANCY: B SHALL BE ILLUMINATED AT ALL TIMES THE %- I ■■■■ti ;01.re f �� PROPOSED OCCUPANCY: B BUILDING IS OCCUPIED. PROVIDE MINIMUM 1 FC �j larJR -into e,..11.1 ���r'�LI.,„ ► OF ILLUMINATION AT THE FLOOR LEVEL. RimX0,2 .... rj�1 - General Notes CONSTRUCTION TYPE: III-B t/MI+' tt .114 sossub ��� '`� ��;'t�. A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS ADA BARRIER REMOVAL PER ORS 447.241 ACCESSIBLE ELEMENT LISTING - ��.A■ isi_i " / .ANOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START Client: BUILDING HEIGHT AND AREA PER OSSC TABLE 503 PROJECT BARRIER REMOVAL\ACCESSIBILTY I �•4d rpm , ` ,' ��� OF WORK. , BUILDING AREA: 19,000 SF ENHANCEMENTS: I��.�.I.IIA■■■!�I ?►►p s -.tom ' � B. REPLACE ALL DOOR HARDWARE TO MATCH BUILDING STANDARD. Pacific N. YY . BUILDING HEIGHT: 1 STORY MIN _�__ ■��Z� , . ALLOWABLE AREA: 19,000 SF (B, TYPE III-B) ��)♦ ��� �� "J , J HARDWARE IN ACCORDANCE WITH ANSI 117.1., REUSE DOOR IF rr ACCESSIBLE PARKING: EXISTING MEETS CURRENT CODElipim•kiN/ IN GOOD CONDITIONALLOWABLE HEIGHT: 4Q --0 � Properties ALLOWABLE STORIES: 4 STORIES (B, TYPE III-B) ACCESSIBLE ENTRANCE: EXISTING MEETS CURRENT CODE -I ���� \11‘ � C. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF ACCESSIBLE RESTROOM rl ~ .4, NOT LESS THAN 2-A: 106 FOR EACH 3,000 SQ.FT. OF FLOOR CHANGE IN OCCUPANCY FOR EACH SEX: EXISTING MEETS CURRENT CODE r f, . IP AREA TRAVEL FROM ANY PORTION OF BUILDING NOT TO ■F *. ALLOWABLE AREA CALCULATION: PER IBC 506 (MODIFICATION TO ALLOWABLE AREA ACCESSIBLE TELEPHONES: EXISTING MEETS CURRENT CODE .+ w EXCEED 75 . WHERE PROVIDED IN CIRCULATION PATH, FIRE PER STORY) ACCESSIBLE DRINKING FOUNTAIN: EXISTING MEETS CURRENT CODE ' i 'i +1., KV/ ' S # EXTINGUISHERS SHALL BE PROVIDED IN SEMI-RECESSED ADDITIONAL ACCESSIBLE ELEMENTS: EXISTING MEETS CURRENT CODE �lS`�;°�� a Aa=At+jAtxlf]+jAtxls] - •Will114 1� � r CABINET. CABINET SHALL NOT PROJECT FROM WALL MORE 6600 S.W. 105th Avenue At=19,000sf, is=200 sprinkled two story, MOPMIL a� �# THAN 4". Beaverton, Oregon 97008 f=j(F/P)-0.25j(W/30} =1r1���� D. 100% SPRINKLERING TO BE MAINTAINED THROUGHOUT IN F= 640 lineal feet, P= 742 lineal feet, W=27'-6"; ��i* %A1111/ * ACCORDANCE WITH N.F.P.A. PAMPHLET #13. (BY SEPARATE lf=[(640/742)-0.25(27.5/30) = 0.56 OP Aa=19,000+[19,000x0.56]+j19,000x200/1001 III -IiJ I I I I PERMIT). Project: AoT19,000+10,640+38,000=67,640 s1= ��•� _ ._ _. E. PROVIDE SIGN AT MAIN EXIT DOOR PER IBC 1008.1.8.3, 2.2 Kronos FIRE-RESISTANCE RATING REQUIREMENTS PER OSSC TABLE 601 AND TABLE 602 A k Site Plan STATING "THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDINGIS OCCUPIED". STRUCTURAL FRAME: 0 HRS. F. REPAINT ALL EXISTING WALLS, COORDINATE COLOR WITH Office T.�. EXTERIOR BEARING WALLS: 2 HRS. 0 HRS. SCALE: 1"=60'-0" OWNER EXTERIOR NON-BEARING WALLS: 0 HRS. 0 HRS. MIFF) INTERIOR NON-BEARING WALLS: 0 HRS. G. PAINT ALL NEW AND MODIFIED GYPSUM BOARD WALLS, FLOOR CONSTRUCTION: 0 HRS. COORDINATE COLOR WITH OWNER INTERIOR FINISHES Keynotes H. LEVEL 4 FINISHED WALLS TO RECEIVE (1) COAT PRIMER, (2) COATS ACRYLIC LATEX. LEVEL OF GYPSUM BOARD FINISH TO 11850 SW 67th Ave.#105&115 EXIT ENCLOSURES AND PASSAGEWAYS: B OCCUPANCIES 1. EXISTING ACCESSIBLE PARKING SPACES WITH SIGNAGE AND BE PER ASTM C840. Tigard, Oregon 97223 CLASS A PER TABLE 803.9 ACCESSIBLE AISLE I. PATCH AND REPAIR ALL MODIFIED WALL SURFACES TO LEVEL 4 FLAME SPREAD INDEX: 0-25 FINISH; LEVEL 4 FINISH WALLS TO RECEIVE (1) COAT PRIMER, SMOKE DEVELOPED INDEX: 0-450 (2) COATS ACRYLIC LATEX. LEVEL OF GYPSUM BOARD FINISH Sheet Title: CORRIDORS: B OCCUPANCIES TO BE PER ASTM C840. CLASS B PER TABLE 803.9 FLAME SPREAD INDEX: 26-75 J. PROVIDE ADA COMPLIANT EXIT SIGNAGE. Site Plan SMOKE DEVELOPED INDEX: 0-450 K. FURNISH THREE SILENCERS FOR SINGLE ACTING SINGLE DOORS. L. PROVIDE OUTSIDE AIR PER OCCUPANT AS INDICATED IN THE Code Analysis ROOMS AND ENCLOSED SPACES: B OCCUPANCIES MECHANICAL CODE (BY SEPARATE PERMIT). CLASS C PER TABLE 803.9 M. PLUMBER TO REMOVE AERATORS AND FLUSH WATER LINES FLAME SPREAD INDEX: 76-200 SMOKE DEVELOPED INDEX: 0-450 THEN REINSTALL AERATORS PRIOR TO COMPLETION OF WORK. N. VERIFY POWER AND DATA LOCATIONS AND REQUIREMETNS WITH FIRE PROTECTION OWNER. OFFICE COPY CHAPTER 9 BUILDING IS EQUIPPED WITH AN AUTOMATIC FIRE 0. OUTLETS, SWITCHES AND FACE PLATES TO MATCH BUILDING PROTECTION SYSTEM IN ACCORDANCE WITH OSSC STANDARD. •903.3.1.1 y =' P. UNUSED POWER/DATA OUTLET TO BE REMOVED, PROVIDE EXITING CALCULATIONS .T . I` ,. �� a - repyl« , SW BAYLOR ST. �� a�. Is'i-L,I,ii- ,- ��� � = GYPSUM BOARD TO PATCH AND REFINISH - MATCH ADJACENT OCCUPANT LOAD: , ;, ,� ,, .• ;, Q: , ,,.0 ,, sPER OSSC TABLE 1004.1.1 • ,� �; �•. ; r ,; ■ t•'.~ '?� EXISTING FINISH. Revisions: SUITE 115: OFFICE 827 SF 100 SF PERSON 9 PERSONS ,,- r , 4` '' - ° -,- ;4 _ ,$ ' H ., 4 •i .--,'1' . `:_:` / ,_ ,s4 r T ,` .$.1:; ‘. E, ,��, ,_ Q. REMOVE WINDOW BLINDS DURING CONSTRUCTION, CLEAN AND ' �, :. , *:`• �F- ;q;,, ; . t, -1' , -.• 1 , ' ' I ^ lee REINSTALL WINDOW BLINDS. SUITE 105: OFFICE 1,867 SF 100 SF PERSON 19 PERSONS •, *• ' . Jar„cto` ' ` ' / •,.� t �; IA-., ,''.f."''''-'..:E. _ ,CD ' p . } a ,. .R. COORDINATE WITH OWNER FOR STORAGE OF REMOVED DOORS, STORAGE 23 SF 300 SF/PERSON 1 PERSONS ." ' ', - 31 ,t. M I ma: -, f- • _� I a RECITES AND FRAMES WHICH ARE IN GOOD CONDITION BREAK ROOM/CONE.: 173 SF 15 SF/PERSON 12 PERSONS , •s .•- F - ;.,1 .1 ;, ' 41- ,I,�•,,n "„ ' I - -. 1 1 - • _, 1/1 i' “z: . ,, 6, TOTAL OCCUPANT LOAD: 41 PERSONS - . �.'� .;� Y '.� ���;. :- b •e�pn Med sai ; z" ?` � I � , w � - of _-. -a, _ i"� '-Association(OMA} x,. Ik . ,} 3 ,#1. --- OFFICE COPY ` :`'I' _= CITY 017 T IGAIW REQUIRED EGRESS WIDTH PER SECTION 1021.2 °� :a Fit - ; }ti .1. r ::� REVIEVQE "i , m, `sc.: , .„ � 1 r . . ,,a ' ' D FOR CODE COMPLIANCE 2 /OCCUPANT OTHER EGRESS COMPONENTS ►.r ,t, s : EXIT WIDTH: �• 'SW C�..IN TON ST. ^ll. as' . - * z ' 11. . pprove =N 1 i w }. OTCs I � 13,1�t110 INCHES PER OCCUPANT: 41 x .2 = 8.2" (TOTAL OCCUPANT LOAD) �- 2 EGRESS WIDTH PROVIDED: 72" ,i : 9o* - Iv) �JG!�3 ., .i `' PctmIt#: {�17/� {/� ((�� ,U/ `�f��]% d » Q" �:-. ... 'r , - ,F l e p., ,k • �i �� lc 1 l/�7 1) I//lam / SSS <, j Addresst ,� )Ria .; �,-.. 7 rth d LOSS OF EXIT: 36" > 8.2 /2=4.1" ;. ' - �# I •e . .r?I sacates ' . t (AVAILABLE CAPACITY >50% REQ. CAPACITY) 640:10i .:13:, •,, .'.• i to PiPt r Suite#x f tf, . ..4 Mead•ow •rir4g !� MILDREN DESIGN GROUP, P.C., 2018, ALL �'` / ;AO 6 k1 ;� %�' .5 ~►OAA 0. A ° ! Gf' By; . Date: )0 --.4�-} I, RIGHTS RESERVED y THESE DRAWINGS ARE THE PROPERTY OF MINIMUM NUMBER OF EXITS: PER OSSC SECTION 1021.2 "*.**';'7% $ . :-:-' 1"•-•••,;4.01 � � F- � MILDREN DESIGN GRDUP, P.C., AND ARE # OF OCCUPANTS: 41 «� l 7. :zop:Imenokr I • NOT TO BE USED OR REPRODUCED IN ANY ' .. x ' 1. fps MANNER. EXCEPT WITH THE PRIOR WRITTEN EXIT ACCESS TRAVEL DISTANCE: 117'-9" r 5 REQUIRED: 4 SI PERMISSION OF MILDREN DESIGN GROUP, P.C. . i k� 'a+ '' �` ba �. `f es F S .* F,e ��` E zs's.. �! I I E L 0 C A TIC �1 i PROVIDED: 4 .• , ,,- -• SFr_- ' , Date: 22 October 2018 I 'SW DARTMOUTH ST gr r. .�. vr-! ; . - _ EXIT ACCESS: B OCCUPANCY: �.:.. ,�.. _" Ix� - *' r � ' '" �, ,, , R t = '`tf f-,_ �" y: y: COMMON - '4. E �,. � �, t Drawn b Checked b PATH OF EGRESS TRAVEL DISTANCE DOES '� f_�,=i r- I ; '� >- a . _ t CLT NOT EXCEED 100'-0" PER OSSC TABLE 1014.3 1 . •s; � ; 2 _ `�. ; _ - CITY OF Tr[ AR� EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED £ ' :,;,.t; • '16 r SW Doug C2u *r Approved by planning -_ 300'-0" PER TRA TABLE 1016.2 ,, -`t.- G '' . ' ' ,L,--" '`' !muom - - '', 71 4 Job Number: 118068 '�� Date: EGRESS ILLUMINATION: Initials: Sheet Vicinity Plan OD SCALE: NTS -Permit Submittal October 2018 AO Wall Legend Finish Schedule Existing Keynotes CD -------- ROOM NAME L I EXISTING WALL Floor Finish A4BB9 E1. COMMON AREA 7:ktml °1"w" "----- 7 i REMOVE WALL B. CARPET TILE - CPT E2. SUSPENDED CEILING TO REMAIN, VERIFY FIXTURE LOCATIONS MILDR£N DESIGN GROUP, RC C. VINYL COMPOSITION TILE - VCT E3. GYPSUM BOARD CEILING TO REMAIN I METAL STUDS WITH GYPSUM ARCHITECTURE • SPACE PLANNINC ir. _,_.__ .....„. _,. ------ - ,► - BOARD TO BOTTOM OF STRUCTURE D. LUXURY VINYL TILE - LVT 7650 S.W. Beveland, Suite 120 X. EXISTING TO REMAIN Tigard, Oregon 97223-8692 _____ _74. �1 ��_��� - I. METAL STUDS WITH 96 " GYPSUM (503) 244-0552 1 ,,\ BOARD TO BOTTOM OF CEILING Base Demolition Keynotes �, \,__ 4. RUBBER BASE - RB1 - _ --� _ �_ X. EXISTING TO REMAIN D1. REMOVE DOOR AND FRAME, TYPICAL - REUSE IF IN GOOD � � ri. allFinish CONDITIONGI } Symbols GYPSUM BOARD AND PAINT 02. REMOVE RECITE AND FRAME, TYPICAL - REUSE IF IN GOOD _ ;\ X. EXISTING TO REMAIN CONDITION D3. REMOVE ELECTRICAL AT REMOVED WALL 9Pz �� FERC FIRE EXTINGUISHER, FIELD VERIFY D4. REMOVE EXISTING CEILING GRID 7 11- m / . Ceiling Finish■■i■■■ EXISTING 2 x 4 FLUORESCENT LAY IN FIXTURE WITH X. EXISTING TO REMAIN I I \ s ■ilii■ PARABOLIC LENS 1 _ 5 Ceiling height Keynotes 0------- - . 1 II \kkg. :l: EXISTING 2 x 2 FLUORESCENT LAY IN FIXTURE WITH X. EXISTING TO REMAIN o D2 i PARABOLIC LENS 1. FACE OF WALLS TO ALIGN /- ---u 2. BASE CABINET, DISHWASHER, SINK AND UPPER CABINETS -\ \ - - - EEEos] REMOVE 2 x 4 FLUORESCENT LAYIN FIXTURE r - E I URE SEE DETAIL 4/A2 - - - - - LLLIJL� 3. REPAIR CEILING GRID AND TILES AT REMOVED WALLS S ; ME�� RELOCATE EXISTING 2 x 4 FLUORESCENT LAY IN Paint4. BASE CABINETS AND SINK - SEE DETAIL 3/A2 FIXTURE WITH PARABOLIC LENS P1 TBD �� d J� ' -1� ■■�`�" P2 TBD 5. NEW CEILING GRID AND TILES TO ALIGN AND MATCH EXISTING l ■■e RELOCATE 2 x 2 FLUORESCENT LAY IN FIXTURE WITH VERIFY WITH OWNER FOR LOCATION OF ACCENT WALLS - SEE DETAIL 5/A2 �� ARI-12079 f� ■" PARABOLIC LENS 6. OUTLET WITH DEDICATED CIRCUIT FOR TENANT PROVIDED 1 Rubber Base COPIER/PRINTER / ® EXISTING EXIT LIGHT, FIELD VERIFY 7. COORDINATE POWER AND DATA WITH TENANT FURNITURE SL- ' R61 TBD " 11 = ��� EXISTING DUPLEX 120 VOLT OUTLET, FIELD VERIFY LAYOUT OWN' a iK..,_. r- � ft EXISTING TELEPHONE/DATA OUTLET, FIELD VERIFY Carpet Tile 8. PROVIDE 12" X 12" VENT AT EXISTING DOOR �� 3 - L' OF r \ _____,--- 0 CPT SHAW; STYLE: TBD, COLOR: TBD 9. PROVIDE IN LINE EXHAUST FAN WITH THERMOSTAT \ , =-, 1°.%/ 11 -11.•*a 1---%Ili)11.1 - 0 N NEW DUPLEX 120 VOLT OUTLET N N NEW TELEPHONE DATA OUTLET Vinyl Composite Tile TELEPHONE/ VCT COLOR: TBD Client: 2X4 LED LAY-IN FIXTURE o. o. lLuxury Vinyl Tile Pacific N.W. alk.,. 1 'I 'I '1 'Pl.: m �MEMr�7 LVT COLOR: TBD Properties v\-- ___- __. -_ f Plastic Laminent PL-1 COLOR: TBD ailk Floor Plan Demo PL-2 COLOR: TBD mi C Solid Surface 0 2 4 8 16 v SS-1 COLOR: TBD 6600 S.W. 105th Avenue Beaverton, Oregon 97008 - Room Symbol Legend Project: 1 CLOSET 112 ROOM AREA LOAD ROOM NAME �1 - / Kronos �r B4 B/X XX FACTOR / OFFlCE�ROOM NUMBER - - - -\Jn - � i �®11 23. 13 S.F. 1 of Tij._, TI _ �, /300 = 1 B4BB9�-ROOM FINISH Office T.I. OCCUPANCY GROUP SEE SHEET AO 7� } � 1 - +=�1 / B: EXITS 1 PER IBC TABLE XXX/100: /Epps 1. 1004.1.2/NUMBER NUMBER OF 1 l ---- - '- OPEN OFFICE OCCUPANTS ��' 101 � NUMBER OF ,�-�- `` 'r X4 B X XX EXITS PROVIDED ...----cip. .377. 13 S.F. 11850 SW 67th Ave.#105&115 �- O /100 = 4 Tigard, Oregon 97223 i-i t^ ,=vy. . -'- 1J \9 9 A 9tA 0 1 s -; Sheet Title: 0 i' EXIT TRAVEL DISTANCE 117' 9 -�,�� , ,1 o siomppi " "' **y:: _ , Floor Plan ii y � �� �� 1--■simmeorm El�.... ...... 00r0 .%• .. . , . f• 1�r,,, OFFICE :� .1......... ::> rir•i OPEN OFFICE 1 �, �_.�. 1r 102 �..... \it 105 ti -'1. 1 ...... - -L ,. 0,11e1 r r COFFEE BAR u_.' a -� X4 B XXX - 1. oAtt›:,- - **- iiCOMMON PATH OF TRAVEL = 73 -4" B4 B X XX 106 ` z1�N 137.42 S.F. r' ----- r"-----====_..i 1210.35 S.F. D4 B XXX Q �� I ` i :: ; ! .r.� r- _ �,,, /100 - 2 i l■■■■■ = ■■■ ■■■ '=1., 'Oil - 172.5 5 S.F. 'Kis' +:, 1111■■ ..■ ■■ - /100 13 �\\' �\- - . F,_ 1111■■ l■■ :l■ ,'j, so . -- \ B: EXITS 1 /15 = 12 i\>: : % ,'1 �, B: EXITS 1 .#.' ;.;•' _r .. f.: ,L . 1 B: EXITS 1 �4 e, �\ - I. _k t - II.11111111111111\diati*** .. �� L rr imk 0 ........ .11161 , 111-4110 a1.--- *0\ - I __ \ 0 lir _-_,,, s.\\ WENN RIM---. __-._01._ wail- u MINfillin 011 .�. AA f I!! \ \ __----- 1 _ i �•rrr•• •r�rr 1***1 Revisions: 1111■i ■■■■■■ ■■■i- •r w ,.■■■■■■ 1111■■ ■■■ �•� .� � ■■■s■■_ 1111■■ ■i■ *KAI' 0. - 1; • • 010. 0 ao•taiiiiit \.\\ ► OFFICE 1.1.11 ■11■■■ �' r woo- 0 •• e. 1! 4, 4 4o 4 103 ■i■■■1 IMIMI 1111■■ ••r I MEM VS ♦tA rrr`rr i� °Iiii� X4 B/X XX \ 1 �- _ Pk■- . ;�.,!• 1' db �� OFFICE 185.28 S.F. ®© �••.+•' �. r •r• a • a . ops -��_ �� /r :' •or•r , •••r•�r /100 = 2 :::::: ::ai: rrrr�•�r; c i ��r. 104 _- --- _` X4 B X XX 1111■■ 1111■■ r -, r��rr ' \\\ \ i B: EXITS 1 --_----� •, rr1111��� OFFICE OFFICE OFFICE OFFICE 126. 77 S.F. 1�� •+�,•... .r�:`4 7 A- 107 - 108 - 109 , 110 /100 = 2 �����1.::: •. B4 B XXX B4 B/X XX B4 B XXX B4 B XXX 1 MM. :::::: •s+''i� 00 � B: EXITS 1 1111■■ ... 1111■■ _-_• / I MILDR DESIGN GROUP. P. 2418 ALL 132.32 S.F. 132.95 S.F. 129.66 S.F. Eav oESG ou . c, � 134.44 S.F. - --OFFICE ' a a a , a o a e a -ea _ a ♦y��*� rrr /1 00 = 2 / / \ ": MENNEN NENE= \ii.100 = = = i■.■. .1■i1■ •r••: EXITEXITS 1 111 B4 B/X XX 1111■■ 127.64 S.F. '1111' •r•r�• 41�� MANNER.NOT TO DEXCE WITH THE E USED OR O PRIOR WRITTEN ••��•• • PERMISSION OF MILDREN DESIGN GROUP. P.C. } /100 = 2ONIONNIN NOmm EINNIMEN MENEM :::::: 8: EXITS 1 �■•■■ ilii■■ -.- 1111■■ _ __ ■sl■■■ Date: 22 October 2018 1 \ -_ _ 1 1• alD0 �� iimmDrawn b Checked b E DJA CLT SUITE 105 SUITE 115 \ Ant Floor Plan < } - - - 2,063 SF 827 SF Job Number: 118068 32 OCC. 9 OCC. MITIF 0 2 4 8 16 ilk Reflected Ceiling Plan Sheet mo 0 2 4 8 16 Permit Submittal - October 2018 Al WHERE TOP OF WALL TO STRUCTURE (1) 20 GA. 35/8" NOMINAL METAL ABOVE IS LESS THAN 5'- 9" PROVIDE STUD BRACING TO STRUCTURE (1) BRACE AT 8'-0" 0/C TO ONE WITH (2) #8 SHEET METAL PROVIDE WATERLINE PLASTIC LAMINATE FACED CABINETS SCREWS AT EACH END; PROVIDE FOR COFFEE MAKER 25" DEEP SOFFIT - PAINTED SIDE ONLY, STAGGER SIDES. WHERE 2frtimovor••••mmo*0.----_,. DISTANCE IS GREATER THAN 5'-9", DOUBLE STUD BRACE WHEN DISTANCE TO STRUCTURE ABOVE MILDREN DESIGN GROUP, P.0 PROVIDE BRACES EACH DIRECTION AT IS GREATER THAN 5'-9". BRACINGlo I 45° 8'-0" 0/C TO BE PROVIDED WHERE DISTANCE \--'� ARCHITECTURE SPACE NANKIN( 7650 S.W. Beveland, Suite 120 BETWEEN PERPENDICULAR Tigard, Oregon 97223-8692 / INTERSECTING WALLS OR HORIZONTAL BRACING BETWEEN NI /' \I? . (503) 244-0552 WALLS EXCEEDS 8'-O" (DO NOT f ROVIDE WATERLINE FOR COFFEE MAKS ' _ _ _ _ • ,' r+ ' EXTEND BRACING INTO EXPOSED (/\/\G. in y �/ STRUCTURE AREAS) _ ^ - - - '� L 1Y2" x 'Y2" x 16 GA x ...41110„„„„j / SUSPENDED CEILING - - , 7- -ci \ f 3" WITH (4) #8 SCREWS - co • CASING BEAD USG 200-A I \/ \/ �° 24" 0/C STUD CHART: EACH SIDE iv 0.3 co 9 10'-04„ • 3625125-18 TO 9'-3" • A2 ATTACH STUD TRACK -` • 362 S 137-33 TO 17'-6" �, • 400 S 162-33 TO 19'-1O" TO BRACING THROUGH • I• ,� .' `'y 5/8" GYPSUM BOARD EACH SIDE 4'-8 • 600 S 162-33 TO 25'-1" OVERSIZED HOLE IN � SECURE TO STUDS WITH TYPE 'S' 2 oa �_ \ GRID SCREWS AT 5" — 7" 0/C -I o /\ / n O NOTES: SOUND ATTENUATION '•,,�! �� '- • SEE A/E FOR ALTERNATE SIZES BATT INSULATION SEE STUD CHART FOR ADDITIONAL p 4\ \ / ' \ • ALLOWABLE HEIGHTS BASED ON 5 PSF LATERAL LOAD, 1/120 )' ':•' INFORMATION -- = o 4" RUBBER BASE • IIII • N I DEFLECTION, NON—COMPOSITE, FULLY BRACED CONDITION. SEE >,I /\ ��- DETAfLS FOR FULLY BRACED TYPICAL ••_ a 0,, • VALUES BASED ON AISI S100-07 WITH SUPPLEMENT S2-10 AS = = = = REFERENCED BY 2014 IBC ,•:•• _1 • STUDS AS MANUFACTURED BY SCAFCO STEEL STUD COMPANY N z N �V'' OR APPROVED EQUAL POWER—ACTUATED FASTENERS: S`� ARI-1207913 % �''_ •0.145"0 x i" MIN. EMBED ~ AT 12" 0/C WALL TO 22'-0" \ / 3'-1" PLASTIC LAMINATE FACED L � _, _� 1 2'-6" 1 / / BASE CABINETS J •0.145"� x �" MIN. EMBED ,5� WALL TALLER MIN. a • AT 6" 0/C, EW BASE CABINETS r' OREGON THAN 22'-0" (9StUd Height Chartr2Wall to Suspended • • - r-Li. - 00 g Ceding e9Cabinet Elevation Suite 115 ( ) Cabinet Elevation Suite 105 OF 2 3»=1'-0" V1h"=1'--0" 2,)%6"---r-0" Shed Height Chart 1 a1 d-r8 d—CabfnetElevatlan—Su1te115—I d—CabheiElewtt°rt—Sultel6ri Client: 2'-12„ 2'-1 i" / PLYWOOD WITH PLASTIC GYPSUM BOARD TO 6" 'V / Pacific N.W. LAMINATE. ATTACH TO STUDS 2 -1 \••\ ABOVE CEILING, PAINTED SOLID SURFACE COUNTERTOP / 2'-1 ' HEIGHT MAXIMUM /�9 �- WITH (2) 2 " TYPE S BUGLE �.,:; �� MAXIMUM 9 AND SPLASH Properties _ / �- HEAD SCREWS, COUNTERSUNK. -t HEIGHT 7 BEVELED EDGE LASTIC LAMINATE TO TOP // SET IN SEALANT BED TO TOP OUNTERTOP AND `tt OF SINK `i h �/ - LIGHT GUAGE FRAMING TO OF SINK �/� PLASH AND/OR s$ I 1// u,l� CONTINUOUS BOTTOM OF SECOND FLOOR AND/OR I I'/ hre.,0 \ g FRENCH CLEAT STRUCTURE ABOVE LINTER COUNTER -=- ,i ;scj -sss,r,s;urc;ssrr�t; r��s>� :r \ \ i �:�..__�� G..,,,..... ,::.�"�,.,,...,,,;F�„� �\ MOUNTS TO 1N- I -. .. �\ —� I I WALL BLOCKING. I ► \ FILE DRAWER, PROVIDE 1 I _WIRE PULLS ° ° I I 6600 S.W. 105th Avenue WIRE PULLS ,HIM CABINET 1 °° 11j' SHIM ° ° SHIM IOX AS REQUIRED ...�.__ -_ r__�__.._�__ ___ry_..__..._ _ CABINET BOX NOTE. HIGH DENSITY CABINET BOX NOTE: HIGH DENSITY Beaverton, Oregon 97008 i�� `� AS REQUIRED - -- - PARTICLE BOARD MAY BE ° ° AS REQUIRED \ - — PARTICLE BOARD MAY BE L�= SUBSTITUTED FOR PLYWOOD ° ° I - I I • UPON ARCHITECT'S REVIEW ° ° I UPON TARCHIT COT'SPREVIOW ° =- I I ° I I Project: a a - I a a - - \ I I PLYWOOD WITH o o (TWP) 3/4" MDF N -- \\ I I WIRE PULLS - _ PLASTIC LAMINATE AT 0 ADJ. SHELVING N) I � PLYWOOD WITH SOLID Kronos • ° ° .` 0 o 1 1`�J J COUNTER TOPNAND EDGE. �I ° MELAMINE FINISH. I ) SURFACE AT COUNTER \ / \ / TOP AND EDGE. ATTACH I T.I.°. °, 0 1 I ATTACH TO SUPPORT W/ N 0 3/4" MDF DOORS TO SUPPORT W/ #10 x N Office 1 00 N "' #10 x 2" SCREWS AT 6" COVER BOTH FACES `� 2" SCREWS AT 6" 0/C, PLASTIC LAMINATE ° ° FACE AND EDGE 0/C, COUNTERSUNK a ° 1 AND EDGES W/ I COUNTERSUNK BAND a a PLASTIC LAMINATE ° ° PLASTIC LAMINATE I,,' PLASTIC LAMINATE ' a a I- FACE AND EDGE BAND • a ° MELAMINE INTERIOR • FACE AND EDGE BAND MELAMINE INTERIOR - MELAMINE INTERIOR WIRE PULLS TYPICAL • MELAMINE INTERIOR11850 SW 67th Ave.#1058,115 )(i- X T `] L f C _ \ <� \ -_- _� ", \ Tigard, Oregon 97223 I\t* ) I d Sheet Title: 3" BASE - SEE FINISH SCHEDULE BASE - SEE FINISH SCHEDULE 1 —0" \ — '" BASE - SEE FINISH SCHEDULE / SCRIBE TO FLOOR FLOOR STRUCTURE 3" / SCRIBE TO FLOOR • 1 1„ CLEAR X UNDERCOUNTER FLOOR STRUCTURE 3" SCRIBE TO FLOOR Details LIGHT (5-- Base Cabinet Section 6- Base Cabinet Sectionr- Upper Cabinet sBase Cabinet Section 2 1 „T,,_Q„ � 1i „=1'-Q” 1f Q" d-6410-1-casework-base-cabinet A2 d-6410-casework-base cabinet with sink A2 d-6410-casework-upper cabinet A2 d-6410-casework-base cabinet„ with sink 20 GAUGE MIN • 12 MAX • 20 GAUGE MIN I I • SEALANT FLOOR OR ROOF STRUCTURE Jr 12" MAX Jr I A (i2 TIE ENDS OF MEMBERS TO I 1 I I 2'-1" SOLID SURFACE COUNTERTOP q2 PREVENT SPREADING AND SPLASH, SS1 ADDITIONAL HANGERS AT ALL } TO7 (__J, ) MEMBERS WITHIN 8" OF BEVELEDEDGE \ PERIMETER \ C A il 1 N VERTICAL BRACING AT ]2'-0" L 2x2x18 GAUGE x 14" Revisions: WITH (4) #10 SMS. (2) �1 0/C EACH WAY - SEE TABLE _ L 2x2x18 GAUGE x 14" AT EACH LOW FLUTE r}� ' BELOW WITH (4) #10 SMS. -r 7i ' �' PROVIDE COUNTER SLOPE (3) TIGHT TURNS MIN -ij ;HIM CABINET ) ` ) HANGERS IF HANGER IS MORE NOTCH EMT FLATTEN 30X AS REQUIRED ' 1 THAN 1:6 OUT OF PLUMB EMT AND FASTEN TO • -,..:-...--1-:,1 PULLS TYP. t- SECURE ALL HANGERS TO 12 GAUGE AT 4' 0/C ANGLE WITH (2) #10 1 BUILDING STRUCTURE. TRAPEZE OR 10 GAUGE AT 5' 0/C . SMS IDUCT WORK AND OTHER LARGE �+ • ')� • OBSTRUCTIONS PER SMACNA Hanger Wire at Metal Decking • j _ 11 g D king Brace at Metal Decking 8" MAX. A2 A2 f d Hanger Wire at Metal necking EMT grace at Metal Decking 6 -0" MAX MAINTAIN CLEARANCE BETWEEN WIRE INSIDE, WHERE T 14 GRID AND ALL EQUIPMENT OCCURS (MAY BE a N R awl � �J HEAVY-DUTY MAIN RUNNERS OFFSET 2" OUTSIDE OF 12" MAXVERTCAL BRACE ALSO) AT 4' 0/C SUPPORT WITH 20 GAUGE MIN 1IMILDREN DESIGN GROUP, P.C., 2018, ALL _ RIGHTS RESERVED© #12 WIRE AT 4' 0/C OR WITH• I \_I EMT OR STUD PER TABLE THESE DRAWINGS ARE THE PROPERTY OF #10 WIRE AT 5' ON CENTER: MILDREN DESIGN GROUP, P.C., AND ARE EACH WAY NOTCH END OF STUD NOT TO BE USED OR REPRODUCED IN ANY — MELAMINE INTERIORMANNER, EXCEPT WITH THE PRIOR WRITTEN / (FLATTEN ) (2) #1 Q SMS PERMISSION OF MILDREN DESIGN GROUP, P.C. LATERAL BRACING AT 12' 0C SUSPENDED CEILING TO EACH WAY. MAIN RUNNER TO NOR EMT AT EMT STRUCTURE BEGIN BRACING ��I I _ MEMBER LMAX„ SHAPE CONFORM TO OSSC RULING , I it EMT 5 -10 o FOR 2014 OSSC SEE WITHIN 6' OF PERIMETER AND Date: 22 October 2018 1 i"O EMT 7'-8" o GENERAL NOTES FOR 2" FROM CROSS MEMBER L 2x2x 18 GAUGE x 14" Drawn by: Checked by: ,- 1"0 EMT 9'-9" o SUSPENDED CEILING NOTE: MAIN AND CROSS WITH (4) #10 SMS. I. 3" BASE - SEE FINISH SCHEDULE 350 S125-33 7'-8" L MEMBERS CAN ONLY BE AT 3/4" 0/C. (3) AT CLT SCRIBE TO FLOOR 350 S]62-33 (2) 10'-O" C CONNECTED TO WALL 1 EACH LOW FLUTE 350 S162-33 (2) 13'-4" I ANGLES AT TWO (2) 1 SECTION MAIN RUNNER (HEAVY DUTY) Job Number: 118068 350 S162-33 21'-0" © ADJACENT WALLS 12 GAUGE SEISMIC WIRES TYPICAL ratEMT or Single Stud at Main Runner Sheet (9--- Cabinet Base 10 Suspended Ceiling Section 13 Seismic Splay Wires t Metal Decking A2 3"--- r-Q�� A2 EMT or Single Stud to Main Runner 1 =1 -Q A2 TYPE ANDC HAVE DEVICES RATED BE OF AN APPROVED A2 3"=1'-0" Permit Submittal - October 2018 A2 d-6410-casework-base cabinet Suspended Ceiling Section without seismic ;Cine-r, AND A 100 CAPABILITY. Seismic Splay Wire at Metal Decking