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Plans (11) BU P2018-00293 El -IC) -12--- OS ) 0 q Sheet Index - W -7-------- S 'I • fa AO.? COVER SHEET, SITE PLAN MILDREN DESIGN GROUP, RC ����I •V.�,.►�tr�, II OI A1.0 7LLAN, REFLECTED CEILING PLAN4 A2.0 DETAS 7650 S.W. Beveland, Suite 120 _ I I Tigard, Oregon 97223-8692 7___-1-Th E -1 Th----/-"-- ----7-- -V-r---"" r 0 v , ,, c, , , , ..„._ c.,.,, ,, I_ —� - �L. (503) 244-0552 ,. _ _ Ci _ _ - _ �� —, — Deferred Submittals RECENED - DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN OCT 2 S 2018 O 0 z1 5 �` — , of - 1 4 i 1 4 . RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD _ _ - u THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING ��� �r �H�D v, . "'. . — i D I THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEENBUILDNC7 p1V1S1��O 5 0 SW O sui, ,___., 105 O — �_ i - 10- I• -I E REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO c7 I THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS _1❑ _ - �I SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL ' — I ' DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. 0 (i) riC): 0 j9 0172 �� — ■,,• NOTE: SUBMIT SHOP DRAWINGS FOR REVIEW OF DESIGN INTENT = ��� COMPLIANCE PRIOR TO FABRICATION OF THE FOLLOWING .� �, +"— IL 0 ¢ 1. ELECTRICAL DESIGN — _ o Ck° II-k 2. MECHANICAL DESIGN ` 0 3. FIRE SPRINKLER ,[�,� ' *0 4. LOW VOLTAGE `,rl AREA WORK - �-- I � a� � A 0 5. PLUMBING AREA OF r� ORK " it ^ I— a�I6. FIRE ALARM ��� ARI-12079 r� Code Analysis � ;i �� ��� ',•ii -s�us� Liss■■■■ 4,1,5,_,, ,,. BASED ON THE 2014 OREGON STRUCTURAL AND SPECIALTY CODE (OSSC) — ■ ■�■.,,■, ■ . �a���g+•��rr _imp — ' i •� i'Ie� rf^�� m t� TIGARD, OCCUPANCY PER OSSC 304 PER OSSC SECTION 1006: MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, 1 HA BE MAN illi1�, ' �+ OREGON EXISTING OCCUPANCY: B ___ if -.Ona �� �� *II,nw SHALL BE ILLUMINATED AT ALL TIMES THE � �• ��" ���� � .� �� BUILDING IS OCCUPIED. PROVIDE MINIMUM 1 FC t *4 -w - 10,mil �A mi y O� PROPOSED OCCUPANCY: B ILLUMINATION AT THE FLOOR LEVEL. - vti,./ I"' .�j�1�4# -'a�����,��� ► General Notes CONSTRUCTION TYPE: III-B 0 . r hila ,� sii �� ***It110 $ VO A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS ADA BARRIER REMOVAL PER ORS 447.241 ACCESSIBLE ELEMENT LISTING ���: l . NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START Client: • ■ar=t ` ► �� • BUILDING HEIGHT AND AREA PER OSSC TABLE 503 PROJECT BARRIER REMOVAL\ACCESSIBILTY �• �� �,� 'IV OF WORK. BUILDING AREA: 19,000 SF I I I 1 • Aa' .*$ == `'' Pacific N.W. BUILDING HEIGHT: 1 STORY ENHANCEMENTS: `I 114 v • B. REPLACE ALL DOOR HARDWARE TO MATCH BUILDING STANDARD. ' J* HARDWARE IN ACCORDANCE WITH ANSI 117.1., REUSE DOOR IF ALLOWABLE AREA: 19,000 SF (B, TYPE III-B) ACCESSIBLE PARKING: EXISTING MEETS CURRENT CODE 1umm ..e �r / IN GOOD CONDITIONALLOWABLE HEIGHT: 40'-0 ' Ilf ��� - � ''� Properties ACCESSIBLE ENTRANCE: EXISTING MEETS CURRENT CODE ��� �` -4 C. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF ALLOWABLE STORIES: 4 STORIES (B, TYPE III-B) 4 i r1 lk ACCESSIBLE RESTROOM �� * NOT LESS THAN 2-A: 10B FOR EACH 3,000 SQ.FT. OF FLOOR CHANGE IN OCCUPANCY FOR EACH SEX: EXISTING MEETS CURRENT CODE Ill -E �� AREA TRAVEL FROM ANY PORTION OF BUILDING NOT TO I1'1 S� .• EXCEED7 '. WHERE TELEPHONES: EXISTING MEETS CURRENT CODE - WI; • w 5 PROVIDED IN CIRCULATION PATH, FIRE ALLOWABLE AREA CALCULATION: PER IBC 506 (MODIFICATION TO ALLOWABLE AREA ACCESSIBLE DRINKING FOUNTAIN: EXISTING MEETS CURRENT CODE PrI h1WIL /. '4 EXTINGUISHERS SHALL BE PROVIDED IN SEMI-RECESSED PER STORY) ADDITIONAL ACCESSIBLE ELEMENTS: EXISTING MEETS CURRENT CODE _ _ =%"�� p 6600 S.W. 105th Avenue " v,�fr� �� � CABINET. CABINET SHALL NOT PROJECT FROM WALL MORE Aa=At+[AtxlfJ+[Atxls] o Beaverton, Oregon 97008 At=19,000sf, Is=200 sprinkled two story, I I I i � � ,i� THAN 4". g f-[(F/P)-0.25](W/30) S 1 '1110 D. 100% SPRINKLERING TO BE MAINTAINED THROUGHOUT IN F= 640 lineal feet, P= 742 lineal feet, W=27'-6"; ACCORDANCE WITH N.F.P.A. PAMPHLET #13. (BY SEPARATE lf=1(640/742)-0.25J(27.5/30) = 0.56 Project: Aa=19,000+{19,000x0.56]+[19,000x200/100] I l �" I Irz; PERMIT). Aa=19,000+10,640+38,000=67,640 SF E. PROVIDE SIGN AT MAIN EXIT DOOR PER IBC 1008.1.8.3, 2.2 Kr onos FIRE-RESISTANCE RATING REQUIREMENTS PER OSSC TABLE 601 AND TABLE 602 Site Plan STATING "THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING elk IS OCCUPIED". Office T. I. STRUCTURAL FRAME: 0 HRS. SCALE: 1"=60'-D" F. REPAINT ALL EXISTING WALLS, COORDINATE COLOR WITH EXTERIOR BEARING WALLS: 2 HRS. 0 HRS. MgrOWNER EXTERIOR NON-BEARING WALLS: 0 HRS. 0 HRS. G. PAINT ALL NEW AND MODIFIED GYPSUM BOARD WALLS, INTERIOR NON-BEARING WALLS: 0 HRS. FLOOR CONSTRUCTION: 0 HRS. COORDINATE COLOR WITH OWNER Keynotes H. LEVEL 4 FINISHED WALLS TO RECEIVE (1) COAT PRIMER, (2) INTERIOR FINISHES 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 g g 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 CORRIDORS: B OCCUPANCIES TO BE PER ASTM C840. Sheet Title: CLASS B PER TABLE 803.9 J. PROVIDE ADA COMPLIANT EXIT SIGNAGE. Site Plan FLAME SPREAD INDEX: 26-75 K. FURNISH THREE SILENCERS FOR SINGLE ACTING SINGLE DOORS. SMOKE DEVELOPED INDEX: 0-450 L. PROVIDE OUTSIDE AIR PER OCCUPANT AS INDICATED IN THE Code Analysis ROOMS AND ENCLOSED SPACES: B OCCUPANCIES MECHANICAL CODE (BY SEPARATE PERMIT). J 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. CHAPTER 9 0. OUTLETS, SWITCHES AND FACE PLATES TO MATCH BUILDING BUILDING IS EQUIPPED WITH AN AUTOMATIC FIRE PROTECTION SYSTEM IN ACCORDANCE WITH OSSC - STANDARD. 903.3.1.1 54 - • uj P. UNUSED POWER/DATA OUTLET TO BE REMOVED, PROVIDE EXITING CALCULATIONS New.ViI> > fir, 'c - GYPSUM BOARD TO PATCH AND REFINISH - MATCH ADJACENT S W B A YL O R S T. �; s�ylflra� Q OCCUPANT LOAD: PER OSSC TABLE 1004.1.1 �' EXISTING FINISH. SUITE 115: OFFICE 827 SF 100 SF/PERSON 9 PERSONS $4 t = - I It ¢ 4` - ' I ;°,' , - Q. REMOVE WINDOW BLINDS DURING CONSTRUCTION, CLEAN AND Revisions: .: .� ,;41$ . .fes t REINSTALL WINDOW BLINDS. F '+ hio`' R. COORDINATE WITH OWNER FOR STORAGE OF REMOVED DOORS, SUITE 105: OFFICE 1,867 SF 100 SF/PERSON 19 PERSONSN. �` " �' •, '= ' STORAGE 23 SF 300 SF/PERSON 1 PERSONS -�; ,� I. ► � � �'� � i� # C RECITES AND FRAMES WHICH ARE IN GOOD CONDITION BREAK ROOM/CONF.: 173 SF 15 SF/PERSON 12 PERSONS : ,I z Tt r' _ '.s«nFw _"sr PERSONS , 260on Medica, .i _ - OFFICE COPY TOTAL OCCUPANT LOAD: 41 , 4As7sociation a(7MA) ' ', y .. REQUIRED EGRESS WIDTH PER SECTION 1021.2 = ,- 1 : `� CITY OF TIGARD • F- ej " ` ` , J 1 1 "'- s • REVIEWED FOR CODE COMPLIANCE .2 /OCCUPANT OTHER EGRESS COMPONENTS 1 SW CLINTONST. co '�'` I Approved:t] EXIT WIDTH: rilf, t t. OTC: 1 INCHES PER OCCUPANT: 41 x .2 = 8.2" (TOTAL OCCUPANT LOAD) , �] ,) EGRESS WIDTH PROVIDED: 72" "� t * s;, Permit #: I 0 ow13 v l -.� k�� i � �i LOSS OF EXIT: 36" > 8.2"/2=4.1" _ 'Kf:rs A soc;lats -. 5 a Address: i 1 r�tis0 SSW C,7 xi e_ (AVAILABLE CAPACITY >50% REQ. CAPACITY) isl le t; �` t' * Meadow Spring Suite #: - MILDREN DESIGN GROUP, P.C., 2018, ALL t By: Date: RIGHTS RESERVED© E t • -,, - ' ,.. Community Chu, 0-11-1 g THESE DRAWINGS ARE THE PROPERTY OF MINIMUM NUMBER OF EXITS: PER OSSC SECTION 1021.2 • s �` MILDREN DESIGN GROUP, P.c., AND ARE ,...• -- NOT TO BE USED OR REPRODUCED IN ANY # OF OCCUPANTS: 41 F ti MANNER, EXCEPT WITH THE PRIOR WRITTEN ilak PERMISSION OF MILDREN DESIGN GROUP, P,C. ii EXIT ACCESS TRAVEL DISTANCE: 117'-9" ‘,� ' r-- SiI L L O A Ti ON V REQUIRED: 4 MI i. ''� PROVIDED: 4 �` ` �' Date: 22 October 2018 SW DARTMOUTH ST. . f' ' - _ - .. . , Of - 'i _ � EXIT ACCESS: B OCCUPANCY: 1 _ y - \= N , Drawn by: Checked by: 1 COMMON PATH OF EGRESS TRAVEL DISTANCE DOES Mil l'- - - ' '. ,� } z u Y e ,. CLT NOT EXCEED 100'-0" PER OSSC TABLE 1014.3 , , _ SW Douyiasgi EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED „ ` -� �=''' ti _ 111 300'-0" PER OSSC TABLE 1016.2 • - -A- Job Number: 118068 Sheet EGRESS ILLUMINATION: Alt Vicinity Plan SCALE: NTS Permit Submittal - October 2018 AO Wall Legend Finish Schedule Existing Keynotes O'------ - ROOM NAME 1 _ I EXISTING WALL Floor Finish - A4889 El. COMMON AREA -41Lom •.,,.,,.,, C REMOVE WALL B. CARPET TILE - CPT 1 E2. SUSPENDED CEILING TO REMAIN, VERIFY FIXTURE LOCATIONS MILDREN DESIGN GROUP, P.0 C. VINYL COMPOSITION TILE -- VCT E3. GYPSUM BOARD CEILING TO REMAIN METAL STUDS WITH %" GYPSUM ARCHITECTURE - SPACE PLANNIN( D. LUXURY VINYL TILE - LVT 7650 S.W. Beveland, Suite 120 4 Lii ,yi 1 N BOARD TO BOTTOM OF STRUCTUREX. EXISTING TO REMAIN Tigard, Oregon 97223-8692 jr � �� METAL STUDS WI TH �„ GYPSUM 1 ,1 BOARD TO BOTTOM OF CEILING Base Demolition Keynotes __ . (503) 244-0552 1 'i \._---- 4. RUBBER BASE - RBI - - (r "\\ X. EXISTING TO REMAIN� � �,- D1. REMOVE DOOR AND FRAME, TYPICAL - REUSE 1F IN GOOD Lu u ` Wall Finish CONDITION 41) \ / 01 Symbols B. GYPSUM BOARD AND PAINT D2. REMOVECONDITION RELITE AND FRAME, TYPICAL - REUSE IF IN GOOD 1-1 ‘cX. EXISTING TO REMAIN 03. REMOVE ELECTRICAL AT REMOVED WALL 9 9 4p 9P Y 4 ., FEC FIRE EXTINGUISHER, FIELD VERIFY D4. REMOVE EXISTING CEILING GRID 7 z ,, 11 r ` A , - Ceiling Finish 9PII EXISTING 2 x 4 FLUORESCENT LAY IN FIXTURE WITH X. EXISTING TO REMAIN 7 ►�®= \1 1 t I PARABOLIC LENS Keynotes 0 f �1 �- MI Ceiling height EXISTING 2 x 2 FLUORESCENT LAY IN FIXTURE WITH X. EXISTING TO REMAIN I \ . PARABOLIC LENS 1. FACE OF WALLS TO ALIGN 0 / 1 D2 91 CA- I 2. BASE CABINET, DISHWASHER, SINK AND UPPER CABINETS -- 1 \ rrrnrn = � 1 GLEE REMOVE 2 x 4 FLUORESCENT LAY IN FIXTURE SEE DETAIL 4/A2 1.1-1-1-1-LJPaint - 3. REPAIR CEILING GRID AND TILES AT REMOVED WALLS /-11 �� 1 III 1114 RELOCATE EXISTING 2 x 4 FLUORESCENT LAY IN P1 TBD 4. BASE CABINETS AND SINK - SEE DETAIL 3/A2 1 / 1` ' FIXTURE WITH PARABOLIC LENS P2 TBD 5. NEW CEILING GRID AND TILES TO ALIGN AND MATCH EXISTING �� ■■■ RELOCATE 2 x 2 FLUORESCENT LAY N F XT - SEE DETAIL 5/A2 c'J, AR1-12079 `rAVAI ■■■ I I URE WITH VERIFY WITH OWNER FOR LOCATION OF ACCENT WALLS ' ,� 1 - ■■■ PARABOLIC LENS 6. OUTLET WITH DEDICATED CIRCUIT FOR TENANT PROVIDED Rubber Base COPIER/PRINTER " :------' ® • EXISTINGEXITLIGHT, FIELD VERIFY 7. COORDINATE POWER AND DATA WITH 7ENANT FURNITURE RB1 TBDisP ,, _ilk \ 1 0 EXISTING DUPLEX 120 VOLT OUTLET, FIELD VERIFY LAYOUT fp � OR N rli ....\\J i „,,l " N EXISTING TELEPHONE/DATA OUTLET, FIELD VERIFY Carpet Tile 8. PROVIDE 12" X 12" VENT AT EXISTING DOOR �� i� CPT SHAW; STYLE: TBD, COLOR: TBD 9. PROVIDE IN LINE EXHAUST FAN WITH THERMOSTAT OF ,.,j \\ = N NEW DUPLEX 120 VOLT OUTLET H N NEW TELEPHONE/DATA OUTLET Vinyl Composite Tile R ' �-� VCT COLOR: TBD Client: -' 2X4 LED LAY-IN FIXTURE LuxuryVinyl Tile Pacific N.W. 4 e* ea = y - - 4 . . 1 r'--- - . _ LVT COLOR: TBD -_-_ "= Properties Plastic Laminent PL-1 COLOR: TBD PL-2 COLOR: TBD Allk Floor Plan - Demo Solid Surface 0 2 4 8 16 , / SS-1 COLOR: TBD 6600 S.W. 105th Avenue Beaverton, Oregon 97008 I I Room Symbol Legend Protect: CLOSET ,1 ', 1 112 1 ROOM AREA/LOAD ROOM NAME Kronos B4 B/X XX FACTOR �� OFFICE BROOM NUMBER \/\_ ,00 � 23. 13 S.F. Office .I. 101 ��ROOM FINISH ii I - - .1` /300 = 1 B46B9 I ` 1 OCCUPANCY GROUP SEE SHEET AO B: EXITS 1 PER IBC TABLE XXX/100:2 I II 1 " 1004.1.2/NUMBER B: 2 E ITS NUMBER OF - OPEN OFFICE - II � � OCCUPANTS F. -- �� LI _ "� 101 NUMBER OF LJ u I J �" "' „ Al' X4 B/X XX EXITS PROVIDED �,� ' ►drillik 377. 13 S.F. 11850 SW 67th Ave.#105&115 '1 �� � O /100 = 4 Tigard, Oregon 97223 9• 9• z B: EXITS 1 z kzir .: .i Oj\ n _ . 1q ©0 Sheet Title: - - - - - -- A20 L- F loor Plan - I" �'1O1 \ , 1 -_ __ -------- --- -- -- -- r r r rrr--�r - [R'.. '+ _ - - --- EXIT TRAVEL DISTANCE 117 9 J I +�•.��** • ! X1,1 *i�sy%tA / ,r�.'11 I 64 -52_\\13 OFFICE ..• -� , ,` I ' OPEN OFFICE = 1.' rr+ �� 1 � 1 ,i •W *4'':.i.:.-0%01.- t. . 1 ! © aIr 102 105 COFFEE BAR u'k,.1'' RD X4 B X XX r I I 10111.111.*' Ø*$i$? / < 4C.;\ 1� I B4 B/X XX 106 * ""z` ` 7.4S.F. , •�/• . I IN. 13 2 S. _ :r . . COMMON PATH OF TRAVEL - 73 4:'j , nl. t ,• ,� . ' _---_�-�-__ J 1210.35 S.F. D4 B XXX r^` - ; 'i • • . • - - / O I,w� 1 /10 0 = 2 ■■■i '�r 1111■■ ''`` NNE ■ii =u `' i••• .� r- 10 0 = 13 �� �' . .... f• ■■■ / 172.55 S.F.SF '1 B: EXITS 1 • • B: EXITS 1 15 = 12 S. 11 '1 r. i:': B. EXITS 10 , 1 OA 0U0*,0 %%\\ .1111■ !i 0 lim \ ,\ 1 E3 . . ' I ' E 1 _ 1111. otottli . I O 1 • 01101 r 1••• 1 ` � ► 1.' �:� 1 r•••+. OUO • Revisions: \ 0`1 �1 �-� . ►�•� ir-Q ill n7\d L/7 'f.. \ I 1111■■ 1111■ \11.1171111' er I* .MINUMMIN ■■■■■ I 1 I111 / �dite ,. .%'r - \ A A w u10 Aso ••r•Aski 0 0.%014 ye IVA Willroliii. r►•r • � - 1 � OFFICE ■:::: At_ �� • 'll � 1 1 103 •.•.,,Z1:0%,40."‘110-41111101111111 0. o. X4 B XXX ■... !�I 1. 1 \----- 005.101° . OFFICE 185.28 S.F. s,• -•, - � v /. A go_ •rr r• 1' 104 - ■■.. •••r . - - } 100 - 2 1111. � / •/ 1111■ ,U X4 B XXX .f�� - • •/ B. EXITS 1 ,r ' / 00 ••.•OFFICE OFFICE OFFICE OFFICE 126.77 S.F. •• �• G ► . .21 107 108 109 110 100 - 2 / ■■ r: 0 to& N I / 1111 . *ooitv4wA� B4 B XXX B4 B XXX B4 B XXX ■■■■B4B XXX / / / B: EXITSI .... .... i �,.' . •0132.32 S.F. 132.95 S.F. 129.66 S.F. n p •;o� r+ •i 134.44 S.F. \- •I er .• MILDREN (1ES1GN GROUP, P.C., 2018, ALL OFFICE . •. . �.. ••,.** *IIIr�. . •►�• RIGHTS RESERVED 0 /100 = 2 /100 - 2 /100 - 2 /100 - 2 111 f 1111■. ::::■ \id\ ilIPIX Ii.. ,-A •r•• ♦ � I / ■■■■■ STT • THESE DRAWINGS ARE THE PROPERTY. � - � D WI G5 E E OF B: EXITS 1 B: EXITS 1 B: EXITS 1 > �� MILDREN DESIGN GROUP. P.C., AND ARE B: EXITS 1 4 XXX 't • B B/ •. , . NOT TO BE USED OR REPRODUCED IN ANY •• �" 127.64 S.F. 'r•••••. � ii MANNER, EXCEPT WITH THE PRIOR HRITTEIV l % ••••• 0�i' PERMISSION OF MILDREN DESIGN GROUP P.C. 100 - 2 - ■■■■■■ 1111■ ■■*�■■ '■■'■' '. Date: 22 October 2018 B: EXITS 1 / 1111■■ ■■11■ •■■• \ \ A \ , /' / I I . I .. CDC) 1 Drawn by: Checked by: i 1 DJA CLT Floor Plan , 2 OI63 TE 105 SUIT 827 s� > -----------__-- Job Number: 118068 32 OCC. 9 OCC. 8 16 g Reflected Ceiling Plan sheet 0 2 4 0 2 4 h 116 Permit Submittal - October 2018 A l 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 hell.. ..-.. DOUBLE STUD BRACE WHEN DISTANCE IS GREATER THAN 5'-9", DISTANCE TO STRUCTURE ABOVE \ MILDREN DESIGN GROUP, P.0 PROVIDE BRACES EACH DIRECTION AT IS GREATER THAN 5'-9". BRACING i' ARCHITECTURE - SPACE PLAIVIVIN( 450 \ SA 8 -0 0/C TO BE PROVIDED WHERE DISTANCE 7650 S.W. Beveland, Suite 120 BETWEEN PERPENDICULAR /\ /\ INTERSECTING WALLS OR Tigard, Oregon 97223-8692 \ HORIZONTAL BRACING BETWEEN I (503) 244-0552 I I I \ \ / I I / I \ + + I WALLS EXCEEDS 8'-0" (DO NOT PROVIDE WATERLINE FOR COFFEE MAKI — — = �mm = i � III \ IF / EXTEND BRACING INTO EXPOSED y \ I STRUCTURE AREAS) \ / `�' - - 1 _ _ _ _y_ - L 13'2" x 1Y2" x 16 GA x SUSPENDED CEILING - / \ / 3" WITH (4) #8 SCREWS CASING BEAD USG 200-A co 1 C8- . I \/ Co 24" 0/C STUD CHART: EACH SIDE N • 362 S 125-18 TO 9'-3" n (-g 10'-O¢" o) • 362 S 137-33 TO 1T-6 ATTACH STUD TRACK © 6 I_ ,,\,:_;__ / °' • 400 S 162-33 TO 19'-10" TO BRACING THROUGH �� �- = %8" GYPSUM BOARD EACH SIDE A2 4'-81I " A2 _ • 600 S 162-33 TO 25'---1" OVERSIZED HOLE IN ;1 ^ I� SECURE TO STUDS WITH TYPE 'S' 2 co II ! `I-, GRID SCREWS AT 5" - 7" 0/C _ `` I ` o o O ,�, j \ NOTES: SOUND ATTENUATION \ • SEE A/E FOR ALTERNATE SIZES BATT INSULATION -� ' L �� N / SEE STUD CHART FOR ADDITIONAL I • ALLOWABLE HEIGHTS BASED ON 5 PSE LATERAL LOAD, 1/120 4" RUBBER BASE I''' INFORMATION % I / \ DEFLECTION, NON COMPOSITE FULLY BRACED CONDITION. SEE — -`� . TYPICAL • \ / Ni DETAILS FOR FULLY BRACED - D I z • VALUES BASED ON AISI S100-07 WITH SUPPLEMENT S2-10 AS _ _ _ _7.\,_ —\ o REFERENCED BY 2014 IBC `�' _I - / B • STUDS AS MANUFACTURED BY SCAFCO STEEL STUD COMPANY >:. N Z N N N N OR APPROVED EQUAL POWER-ACTUATED FASTENERS: Q �� ARl-12079 f� •0.145"0 x MIN. EMBED _ \ \ AT 12" 0/C WALL TO 22'-O" 3'-1" PLASTIC LAMINATE FACED 1 .,,.g — •0.145"o x i" MIN. EMBED J, 2'-6' ! ' BASE CABINETS ‘;0/6.Z. AT 6" 0 C, WALL TALLER MIN. L D, (c / EW BASE CABINETS THAN 22'-0" OREGON Hei ht Chart Wall to Sus ended Ceilin Cabinet Elevation - Suite 115 Cabinet Elevation - Suite 105 OFg 2 p g 3 4C93t A2 3„=1'-Q„ A2 x"=1'-0” A2 l„=1,-0., Stud Height Chart l a 1 d--r8 d-CabinetEievotion-Sulte115-1 d-CabinetElevotion-Suite105-T 2'-1 z” —_�� --\/\-- 2'-1 z., Client: " PLYWOOD WITH PLASTIC •' GYPSUM BOARD TO 6" r / Pacific N.W. LAMINATE, ATTACH TO STUDS 2'-1" \ ABOVE CEILING, PAINTED �— SOLID SURFACE COUNTERTOP _ AND SPLASH Properties 2 1 " MAXIMUM WITH (2) 2 " TYPE S BUGLE MAXIMUM HEIGHT / HEAD SCREWS, COUNTERSUNK. a HEIGHT 7-- ,_-_r , -- BEVELED EDGE LASTIC LAMINATE TO TOP /// SET IN SEALANT BED {2owl-- e. , \ TO TOP / / — LIGHT GUAGE FRAMING TO / OUNTERTOP AND s OF SINK i / •CONTINUOUS BOTTOM OF SECOND FLOOR OF SINK / I r/ I 1// F LcN PLASHIR AND/OR �"0p '- 4„ FRENCH CLEAT STRUCTURE ABOVE ANDNOER" \ \ CQUNTER s: ? - of diuuhr.�urfs rrrrrlr i1J1 .,.....,........,.�.................. ..........,« -• .. „lir .�i. \. MOUNTS TO IN �� I �N� l A I - 1 II y — WALL BLOCKING. ��I I I�� ' F LE DRAWER, PROVIDE I I ' ! ° ° 6600 S.W. 105th Avenue SHIM CABINET Inco '-N- un SHIM WIRE PULLS ° ° SHIM I I -- WIRE PULLS 0X AS REQUIRED ua ____...___ _...____.. CABINET BOX I NOTE: HIGH DENSITY 0 CABINET BOX NOTE: HIGH DENSITY Beaverton, Oregon 97008 F------<._ 1 `c AS REQUIRED \ 7 - - - - / • PARTICLE BOARD MAY BE ! ° ° AS REQUIRED ==-] - - - / PARTICLE BOARD MAY BE L1 --1-1 SUBSTITUTED FOR PLYWOOD _ SUBSTITUTED FOR PLYWOOD • UPON ARCHITECT'S REVIEW UPON ARCHITECT'S REVIEW ° ° I ° ° �, _ — ` 1 I • Project: o ° �- - - \ I I I " PLYWOOD WITH ° ° N (TWP) 3/4 MDF I \ I Kronos ° ° ADJ. SHELVING in - - PLYWOOD WITH SOLID 0 WIRE PULLS _ 1 ( ) J PLASTIC LAMINATE AT 0 ° MELAMINE FINISH. I �1 SURFACE AT COUNTER ! - O \ 7 COUNTER TOP AND EDGE. I - `� / TOP AND EDGE. ATTACH �'"' 1 - i ATTACH TO SUPPORT W/ N ° I i TO SUPPORT W 10 x N a 3/4" MDF DOORS / # Office T. I. PLASTIC LAMINATE N N - #10 x 2" SCREWS AT 6" ° 0 COVER BOTH FACES `� 2" SCREWS AT 6" 0/C, I FACE AND EDGE BAND 0/C, COUNTERSUNK ° ° AND EDGES W/ COUNTERSUNK 1 ° 0 0 ° 0 PLASTIC LAMINATE ° O a • -- I- PLASTIC LAMINATE ° ° 0 FACE AND EDGE BAND ° �— �- MELAMINE INTERIOR PLASTIC LAMINATE FACE AND EDGE BAND �I 0 _ I MELAMINE INTERIOR MELAMINE INTERIOR WIRE PULLS TYPICAL �J - MELAMINE INTERIOR -� fJy, 11850 SW 67th Ave.#105&115 . - - Tigard, Oregon 97223 `� �r I :‘1_ _ l J I �r \ � � � �' � Sheet Title: 3" BASE - SEE FINISH SCHEDULE BASE - SEE FINISH SCHEDULE l'-0 BASE - SEE FINISH SCHEDULE i' SCRIBE TO FLOOR FLOOR STRUCTURE 3" SCRIBE TO FLOOR CLEAR f, �( 1 . \ '1‘ UNDERCOUNTER FLOOR STRUCTURE 3" SCRIBE TO FLOOR Details LIGHT / / 5 Base Cabinet Section (6 Base Cabinet Section U�per •Cabinetri3Base Cabinet Section 1 , „=1,-0" 11 "=1'-0" 1� t'=1'-Q„ 1� =1'-Q„ r� r� AG d---6410-1-casework-base-cabinet AG d-6410-casework-base cabinet with sink A2 d-6410-casework-upper cabinet A2 d-6410-casework-base cabinet with sink 12" MAX 20 GAUGE MIN 20 GAUGE MIN I I FLOOR OR ROOF STRUCTURE 12" MAX \ \ A/ \ i ' SEALANTI 2,-1 I 12 TIE ENDS OF MEMBERS TO I 1 l SOLID SURFACE COUNTERTOP A2 PREVENT SPREADING \ '� \ / \ I ' i •I AND SPLASH, SS1 -1,- J ADDITIONAL HANGERS AT ALL i i • �\ 032)/ / 11� MEMBERSWITHIN 8" OFc�BEVELED EDGE PERIMETER A2) - C` A L 2x2x18 GAUGE x 14" Revisions: / 1 \ VERTICAL BRACING AT 12'-0" L 2x2x18 GAUGE x 14" WITH (4) #10 SMS. (2) r I 0/C EACH WAY SEE TABLE AT EACH LOW FLUTE �J / / r-1' / 'I I BELOW , WITH (4) #10 SMS. 31 �' - PROVIDE COUNTER SLOPE (3) TIGHT TURNS MIN ;HIM CABINET _" J HANGERS IF HANGER IS MORE NOTCH EMT FLATTEN �: `� THAN 1: 6 OUT OF PLUMB I EMT AND FASTEN TO 10X AS REQUIRED __. _..... PULLS TYP. 1 �~ �.. 1 I SECURE ALL HANGERS TO lU ' - - 12 GAUGE AT 4' 0/C I ANGLE WITH (2) #10 1 BUILDING STRUCTURE. TRAPEZE OR 10 GAUGE AT 5' 0/C 1, I SMS DUCT WORK AND OTHER LARGE �I ) OBSTRUCTIONS PER SMACNA r1-.1 Hanger Wire at Metal Deckin 12 EMT Brace at Metal Deckin1g g \ 8MAx. \\ A2 3"=1'-Q„ A2 3"=1'-0" - Hooger Wire °t Metoi Decking EMT Brace al Metal Decking 0 6 -L( MAX -MAINTAIN CLEARANCE BETWEEN WIRE INSIDE, WHERE j GRID AND ALL EQUIPMENT OCCURS (MAY BE "' i r N A2 HEAVY-DUTY MAIN RUNNERS OFFSET 2" OUTSIDE OF 9 12" MAX j 20 GAUGE MIN ' VERTICAL BRACE ALSO) i AT 4' 0/C SUPPORT WITH MILDREN DESIGN GROUP, P.C., 2018, ALL #12 WIRE AT 4' 0/C OR WITH f I RIGHTS RESERVED 0 #10 WIRE AT 5' ON CENTER I I EMT OR STUD PER TABLE THESE DRAWINGS ARE THE PROPERTY OF I I /---- . MILDREN DESIGN GROUP, P.C., AND ARE _ EACH WAY ' ' \ I / 1 NOTCH END OF STUD NOT TO BE USED OR REPRODUCED IN ANY = MELAMINE INTERIOR z- LATERAL BRACING AT 12' Q C i y OR EMT (FLATTEN AT EMT) MANNER, EXCEPT WITH THE PRIOR WRITTEN / l (2) #1 Q SMS PERMISSION OF MILDREN DESIGN GROUP, P.C. 1/ EACH WAY. MAIN RUNNER TO N F. MEMBER LMAX SHAPE SUSPENDED CEILING TO STRUCTURE BEGIN BRACING Date: 22 October 2018 CONFORM TO OSSC RULING WITHIN 6' OF PERIMETER AND ''q)r7 � EMT 5'-10" o FOR 2014 OSSC SEE 2" FROM CROSS MEMBER L 2x2x18 GAUGE x 14" ' i Drawn by : Checked by: ` g � `t "o EMT 7'-8" o GENERAL NOTES FOR 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" C MEMBERS CAN ONLY BE AT 3/4" 0/C. (3) AT CLT ' SCRIBE TO FLOOR 350 S162-33 (2) 10'-0" 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" 0 ADJACENT WALLS 12 GAUGE SEISMIC WIRES TYPICAL 14� EMT or Single Stud at Main Runner Sheet Cabinet Base 10 Suspended Ceiling Section 13 Seismic Splay Wires . t Metal Decking A2 3"=1'-0" A2 17h"=1'-°"-- p12 ALL CONNECTION DEVICES TO BE OF AN APPROVED A23 =1 -0FMr ar Sinle Stud t°Mein Runner d6410-casework-base cabinetsuspended ceiling section without seismic joint-rl TYPE AND HAVE A 100# RATED CAPABILITY. Se - ismic Splay titre at Metal Decking Permit Submittal October 2018 A2