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Plans (32) BU P2017 - 00224 r OFFICE COPY L3, So orcs T011E1 0 l< k c. m__ .. CITY OP TZGARD REVIEWED IDR CODE CO ;:c'' CE Appmvc b ) G1 ,.»s .„.,, oTQ �1 s 1 i; h pert#: 1P^^ I`� _ [S �f :lLpR TDES.„ G,..), p..c, . AddslI7.o7Q V'cr OIGI"S PIe.0e CHITURE - SPACE. Pi.ANNING Suite##: 7650 S.W. BevelanBUILDINGd, Suite 120(�� By: Dates Tigard, Oregon 97223-8692 Tfio 1 (503) 244-0552 1 2 0 7 0 swr ac r k Z7 0 a r 0 9 o , , r 0 Q RECE1 VED AUG 10 201? CITY OF TIGAHD DIVISI Code Analysis Sheet Index BASED ON THE 2012 INTERNATIONAL BUILDING CODE (IBC) WITH A0.1 COVER SHEET AND SITE PLAN 2014 OREGON STRUCTURAL AND SPECIALTY CODE AMENDMENTS A2.1 FLOOR PLAN A2.2 REFLECTED CEILING PLAN OCCUPANCY AND CONSTRUCTION PER OSSC 304 AND 311 A3.1 DETAILS OCCUPANCY: B CONSTRUCTION TYPE: III--B �� ,`ry General Notes [. FIRE—RESISTANCE RATING REQUIREMENTS: PER OSSC TABLE 601 AND 602 A. ALL HARDWARE IN ACCORDANCE WITH ANSI 117.1. � 305 'L . E ti R.STRUCTURAL FRAME: 0 HRS. B. PROVIDE SIGN AT MAIN EXIT DOOR PER IBC 1008.1.8.3, 2.2 �' � • EXTERIOR BEARING WALLS: 2 HRS. STATING "THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING IS W �4I••"' t , ti EXTERIOR NON—BEARING WALLS: 0 HRS. INTERIOR NON—BEARING WALLS: 0 HRS. OCCUPIED". /'��+ 0 FLOOR CONSTRUCTION: 0 HRS. Keynotes _� C. NEW PAINT IN (2) COLORS THROUGHOUT : WALLS TO RECEIVE OF ROOF CONSTRUCTION: 0 HRS, LEVEL 4 FINISH : (1) COAT PRIMER, (2) COATS ACRYLIC LATEX. 1. EXISTING ACCESSIBLE PARKING STALL, AISLE AND SIGNAGE LEVEL OF GYPSUM BOARD FINISH TO BE PER ASTM C840. COLORS TO BE SELECTED BY TENANT. Client: BUILDING HEIGHT AND AREA PER OSSC TABLE 503 D. FURNISH THREE SILENCERS FOR SINGLE ACTING SINGLE DOORS AND ('+T ALLOWABLE AREA: B: 19,000 SF FOUR SILENCERS FOR SINGLE PAIRS OF ACTING DOORS; DO NOT GLP ALLOWABLE HEIGHT: 2 STORIES FURNISH SILENCERS FOR DOORS WITH WEATHERSTRIPPING OR ACTUAL BUILDING AREA: 27,200 SF u o ` \ \ \ \ \ \ , / GASKETING. ACTUAL HEIGHT: 1 STORY \ E. WOOD STUDS AT CONTRACTOR'S OPTION. o a F. PROVIDE OUTSIDE AIR PER OCCUPANT PER MECHANICAL CODE. AREA MODIFICATION PER OSSC 506 \ ..R0•••001011.1.111* � G. NEW CARPET AND 4" RUBBER BASE THROUGHOUT OFFICE. Aa=At+[Atff/100]+[Atls/100] \ %*� l H. HVAC TO REMAIN IN WAREHOUSE. At=12,000sf, fs=300 sprinkled one story, If=100[(F/P)-0.25](W/30), * \\:3" I. REPLACE STAINED AND BROKEN CEILING TILES AS REQUIRED. F=840 lineal feet, P=840 lineal feet, W=30, ik . ' One SW Columbia-Suite 950 If=100[(355/710)-0.25](30/30) _ .75, Aa=19000+[19000x,75/100] G 100000-4, J. RELOCATE LIGHTS AS REQUIRED FOR NEW WALL PLACEMEN7.Aa=19000+14,250=33,250 SF � K. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF NOT Portland, Oregon 97258 G LESS THAN 2—A: 10B FOR EACH 3,000 SQ.FT. OF FLOOR AREA U c c ' TRAVEL FROM ANY PORTION OF BUILDING NOT TO EXCEED 75'. FLAME SPREAD INDEX: PER OSSC SECTION 802 AND TABLE 803.9 % G G WHERE PROVIDED IN CIRCULATION PATH, FIRE EXTINGUISHERS Project: 76-200 % SHALL BE PROVIDED IN SEMI—RECESSED CABINET. CABINET SHALL c ��� • AR A OF WORK NOT PROJECT FROM WALL MORE THAN 4". T.I. SMOKE DEVELOPED INDEX: PER OSSC SECTION 802 AND TABLE 803.9 . 1,,)�� . ` NOT MORE THAN 450 for B OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT i r EXCEED 75'-0" PER OSSC SECTION 1014.3 ••0101111111111". Rokke Sports EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 200'-0" PER OSSC SECTION 1016.2 \it �,S�•ft • o - \ 419"- 12070 SW Garden Place EGRESS ILLUMINATION: PER OSSC SECTION 1006 Ti and Oregon 97223 MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, SHALL 0 Deferred Submittals g 'BE ILLUMINATED AT ALL TIMES THE BUILDING IS Sky 44 OCCUPIED. PROVIDE MINIMUM 1 FC ILLUMINATION AT I� fr%illf• DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE THE FLOOR LEVEL. ` rCY SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN �� /� RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD Sheet Title: EMERGENCY LIGHTING: IN THE EVENT OF POWER SUPPLY FAILURE, AN l.4Ce , THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING �+v r hEMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY >14 flit A THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN CO 'e IJ eet ILLUMINATE THE PORTION OF THE EXTERIOR EXIT Q ► / REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO DISCHARGE IMMEDIATELY ADJACENT TO EXIT DISCHARGE . ►�� THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR 4‘. • SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL MORE EXITS WITH THE EXIT ILLUMINATION DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. 1141J6 SUPPLEMENTED WITH AN EMERGENCY POWER SUPPLY f r NOTE: SUBMIT SHOP DRAWINGS FOR REVIEW OF DESIGN INTENT liP41‘4 CAPABLE OF PROVIDING POWER FOR A DURATION OF , #........:... \ � � COMPLIANCEPRIOR TO FABRICATION OF THE FOLLOWING NOT LESS THAN 90 MINUTES PER OSSC SECTIONI iX - • 1006.3. 1. MECHANICAL DESIGN • • 2. ELECTRICAL DESIGN PLUMBING FIXTURES ,. . 3. EGRESS ILLUMINATION OCCUPANT LOAD PER OSSC TABLE 2902.1iiiii B OCCUPANCY: 5,610 SF/100 = 56 PERSONS r y� # • . ,,f S- ; - 28 MALE, 28 FEMALE . #„ ; • - > ,.watch Bio r(Mee t : , ry \\ / a 3c`Arvn!ifl.', `e a 1 `".. A.wT a^; ,,-'9 • �.• ,, .•' R t Y Revisions: •REQUIRED PROVIDED �+�� ,i`/ ' �� • . X i y .rs �frt�� . itil 1 f'--� 1l-1l I / , \ \ /' el. ‘ „,e‘ E • r 4 LAVATORIES i .-: ' . `y ,& - , 4., , MALE 1 2 -: I FEMALE 1 2 r' - `' ' WATER CLOSETS • SFA • fr ,� MALE 1 2 .. �� .m...,!• �� FEMALE 1 3 dir, Site Plan ,n l i t1 SITE LOCATION CITY OF ric�►>�o ,..1.- , Approved by Planning URINALS MALE 0 1 - 11 � ' � gll�Il� 0 30 60 120 -� Date: SINKS 0 p-v. ' l'-`-'1-1- -- _ =af ten,,�. sx'' .��_ e7. �'v1w�� " { 4ll ;` MILDREN DESIGN GROUP, P.C., 2017. ALL ' leRIGHTS RESERVED iii ` > A V THESE DRAWINGS ARE THE PROPERTY OF,. - e,,,, co 4. F,1 f, MILDREN DESIGN GROUP, P.C., AND ARE r L i4 NOT TO BE USED OR REPRODUCED IN ANY I ' 1ze� �?` MANNER, EXCEPT WITH THE PRIOR WRITTEN ' - < F ,, + °t rf!�I • PERMISSION OF MILDREN DESIGN GROUP, P.C. Izrli.. Date: 9 August 2017 ' Drawn by: Checked by: = # BK WEM F Job Number: 117128 f_ Vicinity Map Sheet Wir N.T.S. Permit Submittal - August 2017 AO. 1 4 6 8 Door Schedule Demolition Keynotes 0' hi,„„....i..„. NOMINAL SIZE FRAME DOOR HARDWARE REMARKS D1. REMOVE WALL MARKWIDTH HEIGHT THICK. MAT'L FINISH MAT'L FINISH TYPE GROUP D2. REMOVE DOOR AND FRAME MILDREN DESIGN GROUP, P.0 101 3'-0" 7'-0" 1-3/4" MTL FF SC ST A 4 D3. REMOVE DOOR AND RELITE (TO BE RELOCATED) ARCHITECTURE - SPACE PLANNING 102 3'-O" 7'-O" 1-3/4" MTL FF SC ST A 1 D4. REMOVE FURRING FROM COLUMN 7650 S.W. Beveland, Suite 120 103 3'-0" 7'-0" 1-3/4" MTL FF SC ST A 1 D5. REMOVE STOREFRONT Tigard, Oregon 97223-8692 104 3'-0" 7'-0" 1-3/4" MTL FF SC ST A 1 (503) 244-0552 105 3'-0" 7'-0" 1-3/4" MTL FF SC ST C 1 1. 106 3'-0" 7'-0" 1-3/4" MTL FF SC ST A 1 107A 6'-0" 7'-0" 1-3/4" MTL FF SC ST B 2 A 1078 3'-0" 7'-0" 1-3/4" MTL FF SC ST A 3 107C 10'-0" 10'-0" -- -- P STL P D -- 2. LEGEND REMARKS FF FACTORY FINISH 1. RELOCATED DOOR AND Keynotes 0' MTL METAL RELITE P PAINT 2. HARDWARE BY DOOR 1. PROVIDE VERTICAL GRAB BAR - SEE DETAIL 1/A3.1 SC SOLID CORE MANUF. 2. EXISTING DEMISING WALL ST STAIN 3. RELOCATED DOOR AND RELITE 4. NEW WALL TO ALIGN WITH EXISTING 5. PAINT COLUMN 6. EXISTING ACCESSIBLE COFFEE BAR WITH SINK 17'-73" 17'-83" 7. PROVIDE 10'x10' INSULATED OHD B 1 7, , Door Hardware CO CD OD �c GROUP 1 GROUP 3 �� �r -Ii II II I 1)--II I -1 I1i PAIR BUTTS 13 PAIR BUTTS 0 (6- OFFICE OFFICE 1 LOCKSET 1 LOCKSET W L 305• , ' 105 106 1 .--c.), 1 GASKET 1 CLOSER (� E. I R. • X 4/X A/X XX of X 4/X A/X XX 1 STOP 1 STOP ' ��,9 1' too TREATMENT RM. 1 172.99 .F. 0 173.66 S.F. Finish Schedule .� 102 /100 = 1.73 /100 = 1.74 GROUP 2 X 4/X A/X XX B:EXITS 1 B:EXITS 1 EXISTING BREAK RM. 3 PAIR BUTTS GROUP 4 ROOM NAME �1�r � 129.83 S.F. I E 1 LOCKSETA488 OF /100 = 1.3 --142' � N--1 �. - ?_ = xxxxx 13 PAIR BUTTS Floor Finish �___-_-_-_-_-_-_-_ __-_-_ -_-___-_®_-_-___-_-__ 281.45 S.F. 2 âATER 1 LATCHSETB:EXITS 1 X. EXISTING TO REMAIN 1111 ®_ /100 = 2.81 1 ASTRAGAL 1 GASKET il' R•EXITS 1 1 CLOSER 1 GASKET Client: © 1 1- - 2 STOPS Base TREATMENT RM. ' 1 DW ( 0 4" RUBBER BASE GLP 103 OPEN OFFICE I ; o X 4/X A/X XX 4 101 - - X. EXISTING TO REMAIN 127.86 S.F. X 4/X A/X XX E E L___ /100 = 1.28 A3•1 1491.82 S.F. L___1-! I C B:EXITS 1 �iO3� TYP. • = 14.92 DF DF B:EXITS 1 b1 ; Wall Finish ® ® EX. WOMEN EX. MEN , E E �1,�1 A. GYPSUM BOARD AND PAINT 2 XXXXX ® ® XXXXX JIU; Door Type 191.22 S.F. 190.35 S.F. �'°�°, X. EXISTING TO REMAIN EXEMPT EXEMPT 'OA Ceilin Finish One SW Columbia-Suite 950 4/0 TREATMENT RM. A31 QC L-610�C ��� L-610g Portland, Oregon 97258 •' �I�; EXISTING A. SUSPENDED ACOUSTICAL - TEE BAR X 4 X A/X XX 129.83 S.F. Q Q. . TEMPERED RELITE oI�1 B. EXISTING STRUCTURE • 6100 = 1.3 O �" O 1161 / /\ / X. EXISTING TO REMAIN Project: o 0 1 y / / \ / T.I. � , Ceiling Height l' ! / / \ / B. OPEN TO STRUCTURE for co I X. EXISTING TO REMAIN 1 0 \ \ / \ Rokke Sports ' ' © 1 '' © ' ' © •4 I \ \/ .„_ 0EXISTING RELOCATED 0 `J �� I A B C D 12070 SW Garden Place T-4--1•11) PHYSICAL THERAPY ROOM I Wall Legend Tigard, Oregon 97223 107 X 4/X A/X BB 2296.42 S.F. I I I EXISTING WALL TO REMAIN /50 = 45.93 1 B:EXITS 1 C C EXISTING WALL TO BE REMOVED Sheet Title: "- -"-"-"-"-"-" 1 " " '"- NEW WALL TO BOTTOM OF CEILING Floor Plan *'s ` ,-f'- r NEW WALL TO BOTTOM OF STRUCTURE . r) / 0 ' � , EXIT TRAVEL DISTANCE=82_-8" i _ \ / J____� Symbol Legend .9 101 NEW DOOR XISTING STORAGE E CD © EXISTING DOOR Revisions: XXXX '3.83 S.F. XEMPT igh Floor Plan my 0 2 4 8 16 MILDREN DESIGN GROUP, P.C., 2017, ALL RIGHTS RESERVED© THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 9 August 2017 Drawn by: Checked by: BK WEM Job Number: 117128 Sheet Permit Submittal - August 2017 A2. 1 4 6 0 8 Demolition Keynotes O71q,..........„, D1. REMOVE SUSPENDED CEILING AND LIGHTS MILDREN DESIGN GROUP, P.0 ARCHITECTURE • SPACE PLANNIN( 7650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 (503) 244-0552 A 1 Keynotes 0- 1. EXISTING SUSPENDED CEILING AND LIGHTS; RELOCATE LIGHTS WHERE INDICATED 2. EXISTING GYPSUM BOARD AND LIGHTS TO REMAIN B - 1 -013 ARc ,=..., „ , ,, , r__..c..t. , • 305• Co l_ 11 - .., .4111 Imo 1 is _I m Ea I ._, g..1L ri E. I t, R.n IIIII 111 IW.n.II..M iIguimIIiiiii:1ali - 1La1Bs iEmN--wil 11M1I 14 OF '0%& �■. lOMMMMIE11EMN111 ::: :--:_ — — Electrical Symbols 1.11 �� ■■■ EXISTING 2x4 FLUORESCENT LAY-IN FIXTURE WITH Client: ■�� PARABOLIC LENS GLP - . Nun EXISTING 2x4 FLUORESCENT LAY-IN FIXTURE TO no" BE REMOVED OR RELOCATED ■■ ■ ■■■ iI� �■■ .....■■■ - i ini ■ ■■� ■ ■■■il�—■■r ■■■■ • MI II ■■■ TIMM," Ei ��� RELOCATED 2x4 FLUORESCENT LAY-IN FIXTURE RINI RINI Hi L' One SW Columbia-Suite 950 . . I A'! IIII — Portland, Oregon 97258 IIII ..0 0 NEW 2-TUBE CHAIN HUNG FLUORESCENT OR LED LIGHTSg III 11. U111111J._______ ii;i ■ VERIFY MOUNTING HEIGHT■■■ ■ •i 0111111111 _ IM ;,.. *Ill Project: �...� 0 EXISTING EXHAUST FAN, CEILING MOUNTED, T.I. : I I I I I I I II 1 - - 1 -I - 1 - - II .: • � � � � � - VENTED THROUGH ROOF I I I I � I I I I j 1 1 i i 1 1 1 i 1 I I I ® for t .:�� - - • - - m. -1- 1 - - ma - - r -t -ri - - T -f - - - ■�1 - - -Ii■ EXISTING LIGHTED EXIT SIGN I LI • LI I ► I II I ■ ' 1 ■ , Rokke Sports I■I ■ I■1 LI I I MIK M • D I I I I I 1 1 I L I I—. I■ ■ N I■ N ■■■I I _ I I I I I III I I I I I ' I I I I I I l- — - ---I- 1 - - - -I- -1 _ — N - -1- —} - N _F- „ J N.--1 -I- -L _4 I I I I I I I II I I I I I I I I I I I I 12070 SW Garden Place D I I I I I I I I I I I I I I I - I I I 0 Tigard, Oregon 97223 1- - - ■■• - - ■ ■ - - MIN 11— --r- — — MIN — — -- —1 -r � - - -1 I■f�;- - a in - I■ ■ -1 - I■I ■ n1 n ■ ' III ■ MI MMI IE MN 1 II% IN illii I ILII _ L ■ ■■ •■' - Sheet Title: - - I I I I I Irl I I I I I I I 1 1 1 I I 1 1 1 I I I I I I I I I 1 1 I I Reflected - - I 1 - - .l- -I- - - I I 11 -I- - - -� i i- �-- -I- - - I-- fi "— - -I- -f- -I- i- -F " - +- -� � I ^ � � I I � _ - - 1 -1 Ceiling Plan I I I I I 1 1 11 1 I I I I I rt 1- 'i:° -1- rt r T- -Ti ■i■ -T ■�T I l : - - Ili I LiN - _ _■k LN ■LL _ 11111 I I I I I I I I I I I I I I I I I limmillE1 & — —I— LA - - 1- i - - LA -I- L j- -1- a- - I IF--II 4 II III, ' / IF Revisions: At Reflected Ceiling Plan my0 2 4 8 16 MILDREN DESIGN GROUP, P.C., 2017, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 9 August 2017 Drawn by: Checked by: BK WEM Job Number: 117128 Sheet Permit Submittal - August 2017 A2.2 EXISTING ROOF INSULATION WHERE TOP OF WALL TO STRUCTURE (1) 20 GA. 35/8" NOMINAL METAL // // //Z// // // ABOVE IS LESS THAN 5'-9" PROVIDE STUD BRACING TO STRUCTURE himes1010014111"4 "-...., (1) BRACE AT 8'-0" 0/C TO ONE WITH (2) #8 SHEET METAL MILDREN DESIGN GROUP, P.0 R-13 BATT INSULATION SIDE ONLY, STAGGER SIDES. WHERE SCREWS AT EACH END; PROVIDE ARCHITECTURE • SPACE PLANNIN( . ./ (-- -92x BLOCKING DOUBLE STUD BRACE WHEN EXISTING PLASTIC LÀ DISTANCE IS GREATER THAN 5'-9", / DISTANCE TO STRUCTURE ABOVE7650 S.W. Beveland, Suite 120 LAMINATE WAINSCOT AT 2" DEEP, 18 GA TOP TRACK. PROVIDE BRACES EACH DIRECTION AT / Tigard, Oregon 97223-8692 THESE TWO WALLS ONLY f DO NOT SCREW GYPSUM IS GREATER THAN 5'-9'. BRACING VERTICAL GRAB BAR KO ., BOARD TO TRACK 450 8'-O" 0/C TO BE PROVIDED WHERE DISTANCE (503) 244-0552 BETWEEN PERPENDICULAR INTERSECTING WALLS OR H41110 N HORIZONTAL BRACING BETWEEN PROVIDE ADDITIONAL LAYER OF U \ WALLS EXCEEDS 8'-0" (DO NOT ----2-- R-19 BATT INSULATION IN EXTEND BRACING INTO EXPOSED 3'-4" t HOLDER ASSEMBLY 1� r 1 T1 STRUCTURE AREAS) %" GYPSUM BOARD L 1Y2" x 1Y2" x 16 GA x , :. AT EACH SIDE _.,44 . C- EXISTING SUSPENDED CEILING 24" 0/C STUD CHART: . 3" WITH (4) #8 SCREWS W.- J SUSPENDED CEILING 1EACH SIDE D Q 3 Or • 362 S 125-18 TO 9'-3" eroo_ CASING BEAD USG 200-A • 362 S 137-33 TO 17'-6" ATTACH STUD TRACK t • 400 S 162-33 TO 19'-10" TO BRACING THROUGH �' a IIIIIIIIIIIIIIIIIIIIIII SEE STUD CHART DETAIL 3/A3.1 • 600 S 162-33 TO 25'-1" OVERSIZED HOLE IN 5/8" GYPSUM BOARD EACH SIDE . ` I SECURE TO STUDS WITH TYPE 'S' J GRID SCREWS AT 5" - 7" 0/C , I • NOTES: • SEE A/E FOR ALTERNATE SIZES SEE DETAIL 3/A3.1 FOR STUD EXISTING \ -----* / • ALLOWABLE HEIGHTS BASED ON 5 PSF LATERAL LOAD, 1/120 R-11 BATT INSULATION CHART DEFLECTION, NON-COMPOSITE, FULLY BRACED CONDITION. SEE t� VAPOR BARRIER � � C ACCESSIBLE TOILET DETAILS FOR FULLY BRACED �� �r • VALUES BASED ON AISI S100-07 WITH SUPPLEMENT S2-10 AS 4" RUBBER BASE EXISTING TOILET TISSUE REFERENCED BY 2014 IBC 1110°- TYPICAL 305. DISPENSER 4" RUBBER BASE TYPICAL • STUDS AS MANUFACTURED BY SCAFCO STEEL STUD COMPANY 111014 - EXISTING W L �� E. . I �' RGRAB BARS OR APPROVED EQUAL POWER-ACTUATED FASTENERS: 14l.'I, t�, MIMILI1‘1.11: 11.E.M.M. BOTTOM TRACK TO SLAB •0.145"O x i" MIN. EMBED AT WITH POWDER DRIVEN All: 12" 0/C WALL TO 22'-O" •• )& ANCHORS AT 4'-0" 0 C •O.145"O x MIN. EMBED AT OF Ol L / 6" 0/C, WALL TALLER THAN Room Elevation 2 Full Hei ht Wall Hei ht Chart 4Wall to Suspended Ceilin 22 -O3 "=1'-0" g3"=1'-0" g Client: (1 \ Toilet 3Y T filet Room Elevation 1 - floor mounted W.0 and wall mount lay existing add vertical wy3"=v-0"1e2d EIIStud Stud Height Chart A3'1 1a1d-r8 GLP One SW Columbia-Suite 950 Portland, Oregon 97258 Project: T.I. for Rokke Sports 12070 SW Garden Place Tigard, Oregon 97223 Sheet Title: Details Revisions: MILDREN DESIGN GROUP, P.C., 2017, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 9 August 2017 Drawn by: Checked by: WEM Job Number: 117128 Sheet Permit Submittal - August 2017 A3. 1