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Plans (24) BU P2018 - 00235 M!LDREN DESIGN GROUP, P.C. ARCHITECTURE ■ SPACE PLANNING 7650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 heiwisissimm""""'" , T. 0 C) rig 0 ilti 0 Listr7° 0 Li = Voice: 503-244-0552 lso „ , Fax: 503-244-0417 9 T 0 o0RECEIVFn 2 0 o � or,, no o0o AUG 2 ? ZQlB CITY OF 1�1GARD ❑ ❑ St 9 B!JILDI,NG DIVISION Area of Work �. - � , .. SheExig itet nde , t 4 w ale W V/ _ , rr .z t, „rowfI< i a , I L'ts ''" , .. %/1TI ARD, OREGON '� Code Analysisitri - , $ ii4./: C3 r�� AR SHEET ,� 4 BASED ON THE 2012 INTERNATIONAL BUILDING CODE (IBC) WITH 2014 OREGON STRUCTURAL AND SPECIALTY CODE AMENDMENTS " � A1.1 SITE PLAN Q AND 2016 PORTLAND FIRE CODE OF xof .' N • ' �» ``T A2.1 FIRST AND SECOND FLOOR DEMO PLAN Q ii,4 , A2.2 FIRST FLOOR PLAN OCCUPANCY AND CONSTRUCTION PER OSSC 304.1, 306.2, 311.2 AND 602.3 ' �,,. 1 _/ A2.3 REFLECTED CEILING PLAN ` ' ., ;:, = A3.1 BUILDING ELEVATIONS AND DETAILS ASSUMED OCCUPANCY: B/F1/S1 _ N r 4 •. IV '. A4.1 DETAILS NON-SEPARATED USE BETWEEN. B/F1/S1 OCCUPANCIES, PER OSSC SECTION 302.1 Pk F CONSTRUCTION TYPE: III-B - --a. ` �I • lky��. ,, , «r *+It -eek,. # ,. .. 4 t'' . . FIRE-RESISTANCE RATING REQUIREMENTS PER IBC TABLE 602 , .' 1t , *'' i. , ! k•i• .'• -.� fd-." -. 6 . �','.: ' '. ter- , : .f. '-.4. is111 - �•` ,y'I' IF STRUCTURAL FRAME. 0 HR. ;- * *I ' •-•.- '1,...r INII4111 EXTERIOR BEARING WALLS: 2 HR. = :x x , , j EXTERIOR NON-BEARING WALLS: 0 HR. % itoioar . . _ 10. xr. ,. INTERIOR NON-BEARING WALLS: 0 HR. . i FLOOR CONSTRUCTION: 0 HR. , ,, ,, ., . . ;''' - : ` , ,, . . . . ' Deferred Submittals H , _ . , , -- SW-Kitherine St _ „ . 1�' � t � A: 4 FLAME SPREAD INDEX: NOT MORE THAN 25 ��' ,;_�'� ..,.-.� .� j.� °, �1a � `��,; +:. - ,� � . .' ,'� SMOKE DEVELOPED INDEX: NOT MORE THAN 450 sd}- R : , .-` , , ,_: � 'K � ='' DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE r "� ' , a`' REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL ` x;_ 0. : N REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A OCCUPANCY REQUIREMENTS F; h -" w� ` ' ,�.,. '", . N;`" _:.. r� �:��. NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 75'-0" PER OSSC SECTION 1014.3 t fk�. "' ,, ', ,� F .�,, BEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 200'-O" PER OSSC SECTION 1016.14 .. " y ` y -. F F THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL Owner: ti 4 NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE "' - R . IliBEEN APPROVED BY THE BUILDING OFFICIAL Fl OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 75'-0" PER OSSC SECTION 1014.3mho ' �j` "` Tigard EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 200'-0" PER OSSC SECTION 1016.1 t''"• � 3 k,,= ` ' ' NOTE: SUBMIT SHOP DRAWINGS FOR REVIEW OF DESIGN INTENT - E w� :' M , rc Industrial COMPLIANCE PRIOR TO FABRICATION OF THE FOLLOWING S1 OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 75'-0" PER OSSC SECTION 1014.3 . -•.� ^� ' ' LLC T C ., a. 1. MECHANICAL DESIGN LLC EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 200'-0" PER OSSC SECTION 1016,1 + 2. ELECTRICAL DESIGN If' iiiiit.1,:,..4.1 n ,� 3 PLUMBING DESIGN - _ "- �r : •h ""-iii''' 4. LOW VOLTAGE y,� • < Sv R. FREEZE PROTECTION HEATING SYSTEM SHALL BE PROVIDED WITH A THERMOSTAT HAVING A MAXIMUM SET POINT CAPACITY OF 45F -- .. � � '' . •' � '- ::.; , .•. � o 5. EGRESS ILLUMINATION MOUNTED NOT LOWER THAN THE HEATING UNIT WITH AN OUTPUT CAPACITY NOT EXCEEDING 15 Btu/hr.ft2 OR 4 . - ip. . rN' 1 ► PO Box 1696 watts/ft2 OF HEATED FLOOR AREA. ip: 4( :.� ''' - � ./.,,,,,..,..,,1Beaverton, Oregon 97075 g M1 , war � �� �� . �� O e o BB CC �. ' EM�RGENCY LIGHTING: IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL_ `,T � " AUTOMATICALLY ILLUMINATE THE PORTION OF THE EXTERIOR EXIT DISCHARGE IMMEDIATELY •� - ". Mrr; , j{\ ADJACENT TO EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE + d fti I 'b EXITS WITH THE EXIT ILLUMINATION SUPPLEMENTED WITH AN EMERGENCY POWER SUPPLY TY 'k .4 , CAPABLE OF PROVIDING POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES PER OSSC r Aolitir-- ,,, # . ' SECTION 1006.3. l''' * � `• � EMERGENCY LIGHTING: EMERGENCY LIGHTING WILL BE FIELD TESTED :*:•;',, Pr ct. kSCOPE OF WORK. INTERIOR REMODEL. � w. �� .: -' � + ,:� �: � � � ,. � � � ��� � Pr Osed REMOVE SECOND FLOOR IN EXISTING TENANT SPACE ,� ill ._ �' ' , :` v General ICI 1 1'.JL O TENANT .....': SPACE AND EXPAND EXISTING TENANT (BARRIER) s " v DEMISE SPACE TO FORM (1) SMALLER -'a � ,�, � � .'��' � �,- `- r �• . ,,�� =.�°-� :; � _ ;-� C T ;�'�7�� J * 4 ; '`e, ' , , _ , * ' A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS Spec. TI PLUMBING NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START i PLUMBING FIXTURES _� , LOAD PER OSSC TABLE02.1 fi` " OF WORK. OCCUPANT 29 t. . :'.,'44'2,' -..: . ' x •,..: .F A A RDANCE WITH A SI 117.1. _. � � �� - > � � �� B. ALL H RDWARE 1N CCO NSPEC. TI ::n'.•.- 0 , .' C. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF B OCCUPANCY: 751 SF 100 = 8 PERSONS :111 4: �. k ACH 3 00 S .FT. OF FLOOR :10:1 : .,r ,� � � � � , -_ �. � �: � �' NOT LESS THAN 2-A. 10B FORE ,0 Q::.: 4 MALE, 4 FEMALE � �. - � ,: _.� _:.. :,� It'ls- Ar ? ' ' , .. 9826 SW Tigard St. WATER CLOSETS: 1:25 FOR FIRST 50 ,�„ :: :. 4vs1: AREA TRAVEL FROM ANY PORTION OF BUILDING NOT TO LAVATORIES: 1: 40 FOR THE FIRST 80 , i- a - �. Tigard, Oregon 97223 t:..if EXCEED 75 . WHERE PROVIDED IN CIRCULATION PATH, FIRE 0. -.$'' •-. 'r,: ' ,.t Vic?. " `... r - -.'. -3',:,;.: p.. ...:c r,,.., S OCCUPANCY: 6874 SF 500 = 14 PERSONS "il }, a _ ,. a ..w,. EXTINGUISHERS SHALL BE PROVIDED IN SEMI-RECESSED '°'AIA .z .-....... W • MPc., :. p. ... , kist E el'M 4 Wr4 CABINET. CABINET SHALL NOT PROJECT FROM WALL MORE 7 MALE, 7 FEMALE _ THAN 4". WATER CLOSETS: 1: 100 LAVATORIES: 1: 100 D. PROVIDE SIGN AT MAIN EXIT DOOR PER IBC 1008.1.8.3, 2.2 Alk Aerial Pian STATING "THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING REQUIRED PROVIDED IS OCCUPIED". yr No Scale E. LEVEL 4 FINISHED WALLS TO RECEIVE (1) COAT PRIMER, (2) Sheet Title: LAVATORIES MALE 1 1 COATS ACRYLIC LATEX. LEVEL OF GYPSUM BOARD FINISH TO Cover Sheet FEMALE 1 1 BE PER ASTM C840. (ALL NEW INTERIOR OFFICE WALLS) F. LEVEL 2 FINISHED WALLS TO RECEIVE (1) COAT PRIMER, (1) WATER CLOSETS MALE 1 1 COAT ACRYLIC LATEX. LEVEL OF GYPSUM BOARD FINISH TO BE FEMALE 1 1 as PER ASTM C840. (WAREHOUSE SIDE OF OFFICE WALL) SINKS 0 1 O Q O 0 o O Q O Q WIZ, G. PROVIDE ADA SIGNAGE AT TOILET ROOMS AND ADA COMPLIANT O EXIT SIGNAGE. WAREHOUSE EXPANSION H. SUSPENDED CEILING TO CONFORM TO OSSC INTERPRETATION S OCCUPANCY: 7,567 SF/500 = 15 PERSONS FOR 2014 OSSC SECTION 1613.1, DATED JULY 1, 2010, 7.5 MALE, 7.5 FEMALE __. ___ I UPDATED JULY 1, 2014. WATER CLOSETS: 1: 100 0 - .. .. .: - - I. PROVIDE VAPOR BARRIER AT WARM SIDE OF INSULATION LAVATORIES: 1: 100 i \ E, ' J. FURNISH THREE SILENCERS FOR SINGLE ACTING SINGLE DOORS, / \\ II LAVATORIES � 1 � • ./ DO NOT FURNISH SILENCERS FOR DOORS WITH MALE 1 1 '•♦ WEATHERSTRIPPING OR GASKETING. FEMALE 1 1 I ` ••� ` B UNISEX 1 1 l I~: 1♦♦' A K. WOOD STUDS AT CONTRACTOR'S OPTION. a .,♦ ; r`" L. PROVIDE OUTSIDE AIR PER OCCUPANT PER MECHANICAL CODE. WATER CLOSETS MALE 1 1 l�it �`'�°�e FEMALE 1 1 ..` _ _-11 _ (BY SEPARATE PERMIT). Revisions: UNISEX 1 7 . M. IF ECONOMIC FACTORS DICTATE A CHANGE IN THE WAREHOUSE `♦.... OR STORAGE AREA OR COMMODITY TYPE, PRIOR APPROVAL .♦♦..'.♦..♦ FROM THE FIRE MARSHAL'S OFFICE WILL BE OBTAINED BEFORE ♦ COMMENCING THE CHANGE. b '•••�♦ N. NEW PAINT AT ALL EXISTING RESTROOM WALLS BOTH SIDES). No Work - ��♦,�� { ) ci This Area ���♦♦ -- �r�►+� D OFFICE COPY � Fire♦� ..♦♦. Fire Alarm z: ..♦���♦� Mechanical .. •Approved plans T 'YOF .'IGARI3 ..�� ♦.. i \ .♦. .♦♦ Eeeagl shall be on job site. FOR CODE COMPLIANCE jN �• ♦ ♦.♦ 'Truss ngineer3n� ..� APPro17,i C 1 % Ki\q � � � � I � Oth Drawings � �� ` f� /��/� .00♦. ' �t ft / A O .3---.-.. `- M1LDDRSNRDS DESIGN ©UP, P.C., 2018, ALL ��. �. .. ri . .. /'L r� lilt' i THESE DRAWINGS ARE THE PROPERTY OF . ♦♦.. NOT TO DESIGN GROUP, P.C., AND ARE REVIEWED FOR Ste#: i F �♦. MAN E BE USED OR REPRODUCED IN ANY I Art CODE COMPLIANCE ., i'-"'--" Dates ,/'"� PERMISSION EXCEPT MI[_DREN DESIGN GROUP, P.C. MIL 111 I 111111 Date: 13 July 2018 g .tl j Drawn by: Checked by: 1 BK DAV a CITY OF TIGARD Ak Key Plan Approved by Planning Job Number: 117145 NI, No Scale Date: 8-Ll-Ig Sheet Initials: Sc Permit Submittal - July 2018 AO. 1 Keynotes '7 1. EXISTING PARKING 2. PROPOSED VAN ACCESSIBLE PARKING, ACCESS AISLE AND SIGNAGE - SEE DETAIL 1/A3.1 MILDREN DESIGN GROUP, P.C. 3. PROPOSED ACCESSIBLE PARKING, ACCESS AISLE AND SIGNAGE - SEE DETAIL 2/A3.1 ARCHITECTURE ■ SPACE PLANNING 7650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 Voice: 503-244-0552 Fax: 503-244-0417 / ... %%%*%••. %.„.. , 6/14/ 4wer of si c. /11 II . . ''...'.*** ,. ..„„...., 4454.00S2 t .."'"••... ......„.. .,. DA". ; . 0-3. i / . ... /0 ARO, OREGON &, ?' ef:A -4; OF 00 -----,,....„........., / 11 . . . .""•..-................,... ............ ) 810 SF SeiniLtDePINRGOID5FEE/ :Analysis .. , ------„...............„ r TEN AN T 6,977 SF .. WAREHOUSE .. r ''...%***..........................,......... /__I 27,958 SF 13,95.6 SF Existing Building / T o,A LEXIST NAAGRNEuTHFE0ANucAsTNEN G # SPACES PROVIDED: # SPACES REQUIRED: Owner: ri PARKING Existing Building / STANDARD: HANDICAP: TOTAL SPACES PROVIDED: 34 2 36 22 1 23 OFFICE: 2.7/1000 SF MANUF: 1.6/1000 SF WAREHOUSE: .5/1000 SF Tigard Industrial LLC i PO Box 1696 i Beaverton, Oregon 97075 _ El / 7 --------__ 0 11/11/.:.- -. ,,, _--,----->•-•-,---4-/i P - , :111 / Project: 7:// / C'''••. ...„... ' ' ... .. +. .,..s._ b' - -:-- -.- - •• P / 1 / Proposed - i, t .. *"......... ...%,„..... ' - .- ,,. .--- ,.- 1"---, Spec. TI -:,_ _ 4) /„/ , :./ \ i' / --TT:. • /.: --- _, / . , `...... ... ........., / . / . Existing Building L , - _--...._, 9826 SW Tigard St. Tigard, Oregon 97223 .. "`,,,,,,,. .....„.. .. , / — /// . ; .------,/ . . ......... . ---..„..... -----------„/ '7 / , ''' ''........,„,....... ... Oft 1 : 4 ' ' Sheet Title: / / A -*if -, , , , . -7 Building --'-...•.,.. ....4 _ Elevations 11 / (, , _ __..... ,, / 4 /, / - / -____. ... ' --___ ---- I Revisions . . -***---................................, . .. --- ,-...............„............„..... , ... :. ""•••••••...„................,......„ i g . . ....................... ./ 1 i MILDREN DESIGN GROUP, P.C., 2018, 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. i (git Site Plan Legend Date: 13 July 2018 J' 1 I 5 0 . DRIVE-IN DOOR Drawn by: Checked by: 31 60 .A ,!. BK DAV A DOCK-HIGH DOOR Job Number: 117145 • Sheet Permit Submittal - July 2018 A1 . 1 Keynotes 0--"---- Dl. REMOVE WALL TYPICAL 3'.' 7 D2. REMOVE DOOR AND FRAME TYPICAL _. D3. REMOVE PLUMBING FIXTURES TYPICAL P MILDREN DESIGN GROUP,D4. REMOVE STRUCTURAL COLUMNS TYICAL , P.C. D5. REMOVE STAIRS ARCHITECTURE - SPACE PLANNING D6. REMOVE CMU VAULT, DOOR AND FRAME 7650 S.W. Beveland, Suite 120 D7. REMOVE HOLLOW METAL DOOR AND FRAME D8. REMOVE WINDOWS Tigard, Oregon 97223-8692 D9. REMOVE MEZZANINE Voice: 503-244-0552 D10. REMOVE COFFEE BAR, UPPERS AND SINK Fax: 503-244-0417 011. REMOVE INSULATION FROM CONCRETE WALLS S 6 7 8 9 10 S 6 7 0 9 10 C. t r� �'" '` vr ,,s, 4 5 1po I I I I I I I I I I I Nrtok ~-3 fi� �IARD, OREGON �, CD CD 140F 60 14'-6" 9'-2i" i I i I ' ' I f I I0 Ns I i r- ‘111___ d9 "T's ) u.---,, ii---u 11 no i_ I 1 _ orm.e. in @ L-J II L-1 L-I L_I E E �® E E _ II , LL 7 I 11 I , i_ I I I I 11 - rit E E E E - -IIE _ - - i � - �! Vii Ft- -_-(11 1 I (1) I�-. - -1I 11) I i I I - I \ -71 all) I:: — --i o �� :-_-_,..- _ � 21' I� ; � Owner: _J. : I I I Tigard (3° lorad SII !! Ili= II J - I g +' II � _ "I'II II 0 1 _ _Ig _ rr �'; ' _ Industrial CO " _ _ _J LLC ILL_ _ _ _ JL_ -- - _ I II E 11 II- II PO Box 1696 42 as . f L rjj I Beaverton, Oregon 97075 III I I ! I I T' = 0 1 E E - — LtI 1E E E J � 0 r)I I I I I I o E E E E E .. Project: 1-i-I T I�T 1- = - T1 I TIT Il TIT n TIMI Proposed IIIII I { 1lli �� II II _ _ L111IIIII1I1111111 0 - - = ,a- _�, - r--- - _ I� a - _ - - 0 ---W - - - - - - - - - - - Spec. TI �I (1� inn 11 !� ! 1 1( I - i t I 1 1 1 1 1 1 1 1 1 I� II II it 11111111111 II 11116 IIIIIIIIII II II n ill milli Him 111If111I1 II 111l1L1LJL _ � ;�111LI1(� L(1LlL(� � i — I I I I I I I I II I 9826 SW Tigard St. �1 =a 1 7 Tigard, Oregon 97223 II 1 E 1 III I I I I I I I I I. .•. -1--J 11 ====.= Sheet Title: (117.. I I ! 1 I I = I I First and ► I - i>< C ��_ �' _ Second Floor-- ' 0 o "JJ II IIS Demolition I 1 II ! I I ! I I I _ i �I I I II _ 0 I E i, II E Plans 1, 0 1 rf...=_-_-_==_- .1\ , 1 I II I I � II jl I I I I I IC- -- -moi I � 1 I II i� II - -II, _ Rh = I- _ D !! II _ � II r- - - C - -� II It � - - - I.=- _ -4Iii II II---')7, --- I - � - - >-- - - 11 - �I� I H I ` _ _ii �- - r I I I !- _ I ' _ / I Revisions: L n j x_ -11 1 E.::: � 11 I o II ' ! 1 ni ,,,- --) r-i ti 1 ' ii r-i 0 1-3 7r==fr----n=41--- -12;3 i... am (3 r7 ri I n i MILDREN DESIGN GROUP, P.C., 2018, ALL R RIGHTS RESERVED© f ji Ili Q !! ! A lik 1 First Floor Demolition Plan Second Floor Demolition Plan THESE DRAWINGS ARE THE PROPERTY OF 8 MILDREN DESIGN GROUP, P.G., AND ARE ANY I W A2.1 r-�--�--__, Q�� 116 NOT TO 8E USED 4R REPRODUCED NTT MANNER, EXCEPT WITH THE PRIOR WRITTEN O 2 4 8 1 6 PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 13 July 2018 1 Drawn by: Checked by: I w BK DAV Job Number: 117145 Sheet Permit Submittal - July 2018 A2. 1 Keynotes 0-- 1. NEW STOREFRONT IN EXISTING OPENING 2. NEW 10'x10' FIRE RATED COILING DOOR ON FUSIBLE LINK °"�""""""', 3. INFILL OPENING IN EXISTING 2-HOUR WALL MILDREN DESIGN GROUP, P.C. 4. EXISTING 2-HOUR FIRE WALL 5. EXISTING ELECTRICAL PANELS TO REMAIN ARCHITECTURE • SPACE PLANNING 6. CENTERLINE OF WALL/CENTERLINE OF MULLION 7650 S.W. Beveland, Suite 120 7. SEE DETAIL 14/A4.1 FOR RESTROOM ELEVATIONS Tigard, Oregon 97223-8692 8. PROVIDE GRAB BARS - SEE DETAIL 14/A4.1 Voice 503-244-0552 9. PLASTIC LAMINATE COFFEE BAR WITH UPPERS AND Fax: 503-244-0417 STAINLESS STEEL SINK - SEE DETAIL 7/A4.1 10. PROVIDE VERTICAL GRAB BAR PER DETAIL 15/A4.1 11. COILING DOOR TO REMAIN 0 0 0 0 0 to 223'-8" r Door Schedule 1 NOMINAL SIZE DOOR FRAME MARK WIDTH HEIGHT THICK Type MAT'L FINISH MAT'L FINISH GLAZING HRDW. REMARKS O101 3'-O" 7'-O" 1 3/4" A AL CLR AL CLR -- 1 1. • 102 3'-O" 7'-0" 1 3/4" B SC ST MTL FF 2 6 103 3'-O" 7'-0" 1 3/4" B SC ST MTL FF -- 3 -- A4.1 f 04 3'-O" 7'-0" 1 3/4" B SC ST MTL FF -- 4O4.) `� I 105A 10'-O" 1Q'-0" 1 3/4". C STL P -- -- -- -- 2.1058 10'-0" 10'-0" 1 3/4" C STL P -- -- -- -- 2. �+ (c=7.HID (2) "", LEGEND REMARKS DA 11E p AS_ / '\ AL ALUMINUM 1. MATCH EXISTING STOREFRONT �RD, s FF E CLR CLEAR 2. 1i HOUR RATED DOOR OREGON 102 FF FACTORY FINISH , Arkj A48B9 1 MTL METAL 140) c 160.79 S.F. N SC SOLID CORE . Ol' 0 (I /100 - 1.61 ST STAIN B:EXITS 1 v , , 101 r, ` A4889 - -- - -"' - � �' 590.06 S.F. EXISTING RESTR M i! /1 00 = 5.9 5 E a4.1 _ XXXXX S.F. / I I I 1! B:EXITS 1gl NV o Door Types Door Hardware EXEMPT ! 0 - P r�roo N T GROUP 1 E! N ----- 1 CYLINDER Q1 ! -0- j w r A4.1 ' -� `_;_; REMAINDER OF HARDWARE BY DOOR SUPPLIER �, 'E I�F _1-�-� GROUP 2 A4.1 ) 0 � -.I � 1 i PAIR BUTTS c� 1 OFFICE LOCKSET L________--_._0- .-_ / 111 1 STOP Ctilt) � . (WADRE HOUSE I �' GROUP 3 XXXXX I ( © I 7'-6" WOMEN1 PAIR BUTTS 1 LATCHSET 7565.97 S.F. CLR. 86CC8 1 OCCUPANCY INDICATOR LOCK 0 /500 = 15.13 58.98 S.F. \ 1 S:EXITS 1 EXEMPT 1 CLOSER KICKPLATE Owner: IE 1 GASKET 7f1 STOP Tigard I I ► ickplate where scheduled GROUP 4 W Industrial - 0OUSE 4 1 PAIR BUTTS dust is XO A B XX A B C 1 LOCKSET 6873.5 S.F. [ 1 KICKPLATE LLC 0 /500 = 13.75 1 CLOSER I I I S:EXITS 1 I 1 GASKET <> 0 1 STOP PO Box 1696 Beaverton, Oregon 97075 V- - 0 - . , i - - 9 Room Symbol Legend Finish Schedule N . ,.. EXIT TRAWL DISTANCE- a4t'..3• •--------------- ------------------------� ROOM NAME ROOM NAME 411) 0OFFICE ROOM NUMBER Floor Finish *► A4BB9 0 ROOM AREA LOAD 101 . / ROOM FINISH A. CARPET ! I I FACTOR �B4BB9�" ' B. SHEET VINYL Project: XXX/100:EITS NUMBER OF X. EXISTING TO REMAIN A 61 I [ 8:2 E ITS OCCUPANTS Proposed OCCUPANCY GROUP PER f NUMBER OF IBC TABLE 1004.1.2/NUMBER EXITS PROVIDED Bade pec. Ti 0 NO BASE I I I0 I i 4" RUBBER BASE EXISTING TRESTR OM 0 6" RUBBER BASE XXXXX ! X. EXISTING TO REMAIN 86.06 S.F. EXEMPT Wall Finish 9826 SW Tigard St. MEN II ! A. EXPOSED CONCRETE Tigard, Oregon 97223 0 XXXXX ; Symbol Legend B. GYPSUM BOARD AND PAINT rK48.74 S.F. C. 4' PLASTIC WAINSCOT WITH ALUMINUM TRIM Q EXEMPT ! EXISTING DOOR AT EDGES, W.R. GYPSUM BOARD AND PAINT ABOVE. TYPICAL AT ELEVATED WALLS ONLY 0 'I I 0 I I 101 NEW DOOR X. EXISTING TO REMAIN Ceiling Finish Sheet Title: A. EXPOSED ROOF STRUCTURE Pl0 an B. SUSPENDED ACOUSTICAL - TEE BAR Floor Plan I I I 1 I f C. GYPSUM BOARD AND PAINT -- EXISTING STORAGE ! X. EXISTING TO REMAIN E XXXXX ! Ceiling Height t0 - - - -- - - EXEMPS.F. - - - - ! 8. -O„ 8 i I I / I 9. 9'-0" X. EXISTING TO REMAIN .A / f r t 0 9.1 ' , 0 CD 0 O CD Revisions: Alt Floor Plan MrQ 2 4 8 16 i i i I R MILDREN DESIGN GROUP, P.C., 2016, ALL It RIGHTS RESERVED It i 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 13 July 2018 A I Drawn by: Checked by: 1 n BK DAV t Job Number: 117145 Sheet Permit Submittal - July 2018 A2.2 . Electrical Symbols K 0-- --. ,.., Y'-'/Pjf !;/""7 1. SUSPENDED CEILING AT 9'-O" AFT - SEE DETAILS 1/A2.3 ------72x4 FLUORESCENT LAY-IN FIXTURE WITH PRISMATIC 2. OPEN TO STRUCTUREC••••;0000"'""'--,. LENS, 4 TUBE (3 TUBE ALLOWED IF MEETS LIGHT LEVEL 3. g" GYPSUM BOARD AT 8'-0" AFT MILDREN DESIGN GROUP, P.C. .: SPECIFICATIONS) 4. EXISTING GYPSUM BOARD CEILING TO REMAIN 5. EXISTING SUSPENDED CEILING AND LIGHTS TO REMAIN ARCHITECTURE - SPACE PLANNING CD0 O 0 C) ID i 2x4 FLUORESCENT LAY-IN FIXTURE WITH PRISMATIC 7650 S.W. Beveland, Suite 120 223'-8" ,,. Tigard Oregon 97223-8692 1r. LENS, 4 TUBE (3 TUBE ALLOWED IF MEETS LIGHT LEVEL g IFS! SPECIFICATIONS) ON NIGHT CIRCUITRY Voice: 503-244-0552 I I I i I Fax: 503-244-0417 Q EXHAUST FAN, CEILING MOUNTED, VENT THROUGH ROOF 0 NEW LIGHTED EXIT SIGNAGE (IF NONE EXISTS) ! I I ! I CI i L bEf3- 0 d- 1:1u 0 a _a----u a-u L - t t b A a I ! I I 1 tiA i , - - , - 8" -,•---t, ,r, FLOOR OR ROOF STRUCTURE f - CLR TYPICAL HANGER WIRE #12 � � t. 1-- ' - AT4' O/COR #1OAT5' � TIE ENDS OF MEMBERS TO "^' 0/C WITH MIN. (3) TIGHT `�,, ,�/� I PREVENT SPREADING TURNS WITHIN 3" I I I I ADDITIONAL HANGERS AT ALL � " DAME l [ I 4 6 MEMBERS WITHIN 8" OF -� ,,,,� y 1 1 1 - TIGARD, OREGON - A2.3 A2.3 PERIMETER SUSPENDED CEILINGSEE ,: ,4':.": '.-::,':,-.-:,::.i ,:::':• 104/4 _ •0 / W '• ' )( REFLECTED CEILING PLAN VERTICAL BRACING AT 12 -0 r� . ^` 0/C EACH WAY - SEE TABLE 00 >i .. t...,Ka BELOW • 4 OF is x'.14-';, PROVIDE COUNTER SLOPE RUNNER FREE TO SLIDE ON a {'=:,fit;,sr;<„ �.. HANGERS IF HANGER IS MORE • 2 MIN. CEILING SYSTEM'S ATTACHMENT CLIP =''� ,_ THAN 1:6 OUT OF PLUMB 17r;;-.:3•140:‘,7,:-.-.:, I s-: ::.*. CEILING SYSTEM ANGLE MOLDING • ,:,.. •t..4 .-„.„.,,,,,,: SECURE ALL HANGERS TO _ _ BUILDING STRUCTURE. TRAPEZE --' DUCT WORK AND OTHER LARGE / FREE EDGE {�} - ) • `�\ OBSTRUCTIONS PER SMACNA I I i I i `;0 . 00 `� \8" MAX. `� # 6 -0" MAX MAINTAIN CLEARANCE BETWEEN / � WIRE # GRID AND ALL EQUIPMENT , 8" - AT TYPICAL 4' 0/CHANER OR #i0 AT 5'12 NV HEAVY-DUTY MAIN RUNNERSPo 0/C WITH MIN. (3) TIGHT I I ! I ! 2 AT 4' 0/C SUPPORT WITH • • TURNS WITHIN 3" A2.3 #12 WIRE AT 4' 0/C OR WITH . . ,• #10 WIRE AT 5' ON CENTER EACH WAY . . LATERAL BRACING AT 12' 0/C ' 1 SUSPENDED CEILING - SEE EACH WAY. MAIN RUNNER TO d Jr REFLECTED CEILING PLAN • MEMBER LMAX SHAPE SUSPENDED CEILING TO STRUCTURE BEGIN BRACING • • CONFORM TO OSSC RULING • I I ! " WITHIN 6' OF PERIMETER AND EMT 5'-10" o FOR 2014 OSSC SEE �. as 2„ MIN. " EMT 7'-8" o GENERAL NOTES FOR 2 FROM CROSS MEMBER • SUSPENDED CEILING INDUSTRY STANDARD POP RIVET 0 . 1"0 EMT 9'-9" oNOTE: MAIN AND CROSS Owner: 350 S125-33 7'-8" C MEMBERS CAN ONLY BE OR CEILING SYSTEM • ATTACHMENT CLIP IN FIXED Tigard 350 S162-33 (2) 10'-0" C CONNECTED TO WALL POSITION o 0 350 S162-33 (2) 13�4" I ANGLES AT TWO (2) • / O - -� _ - ► tmivo I -�..tt.. ®® m von - �K o c� --1 - - ADJACENT WALLS 350 S162-33 21 -0 0 / ATTACHED EDGE c.: Industrial i '''\ Suspended Ceiling Section Ceiling Section at Edge 2.3 ALL CONNECTION DEVICES TO BE OF AN APPROVED A 3"=1'-0" LLC Suspended Ceiling Section without seismic joint-r, TYPE AND HAVE A 100# RATED CAPABILITY. Ceiling Section at Edge I I I I © - PO Box 1696 - 350 T 125-33 (L 6" AT Beaverton, Oregon 97075 - TOP AND BOTTOM OF BRACE AND AT 7'-0" O.C. BETWEEN ! I I I allTOP AND BOTTOM #8 WOOD SCREW TYPICAL 4 (2) 350 S 162-33 05���5�� 55555 55 55557_5 5555.5 , 555555��5 555 55555 55 55555 5 555555 5 FULL HEIGHT /' \ 2X6 MINIMUM FOR 1 CONNECTION CAPACITY Project: � �I I I I I PLAN III 1- _- 611111 (4) #10 SCREWS PER SIDEA Proposed ® T TRACK "BLOCKING" PER PLAN ikAtA,A,A; L1"x1"x16 GA. (x3") (2) __�, ABOVE IIf�!�IMIN. ATOPPOSITE ►J e� �I.} _ CO II�Ilr!I moi._ /IPT AmpCORNERS I I Ili :; ,11 I I - X 1 Max =-1,, 1!I (2) 350 S162-33 "BOXED" 9826 SW Tigard St. ] FULL HEIGHT; NOTCH WEBS Tigard, Oregon 97223 I I I I ! SECTION \.., AROUND T-BAR #10 SMS TYPICAL BACK-TO-BACK DOUBLE L 1 x 1 x 16GA (x2") ALL V\ill BOXED STUDS PER TABLE SIDES {4 TOTAL} WITH {1) #10 SCREW IN EACH LEG I I I I I MAIN RUNNER (HEAVY DUTY) D---II 1 Tial r.....=1 , , 1 Sheet Title: CD r 1 0 Eli IV Reflected Boxed Double Stud to Main Runner 4 Boxed Studs at Wood Structure Ceiling Plan A 3"=1'-0„ A 233"_l'-O" Boxed Double Stud to Main Runner - .3 Boxed Studs at Wood Structure 1. SPECIAL INSPECTION OF CONCRETE ANCHOR INSTALLATION IS REQUIRED. Alt2.APPLICABLE BUILDING CODES: 2012 IBC, 2014 OSSC, ASCE 7-10, ACI 318-11, NDS 2012, AND NWCB FIELD TECHNICAL INFORMATION Reflected Ceiling Plan 401 (REVISED 10/09). APPLICABLE OREGON STATEWIDE CODE INTERPRETATIONS FOR OSSC SECTION 1613.1 (7/2010), AND ASCE 7 2X6 MIN. 2X6 MIN. SECTION 13.4.5 (4/2011), MO r��j���■� 3.THESE DETAILS MAY BE APPLIED TO ALL SEISMIC DESIGN CATEGORIES WITH AN SDS LESS THAN, OR EQUAL TO 0.75G, 0 2 4 8 16 FULL-DEPTH BLOCKING 4.LATERAL BRACING TO THE STRUCTURE IS NOT REQUIRED FOR SUSPENDED CEILING AREAS LESS THAN, OR EQUAL TO, 144 SQUARE EACH SIDE FEET AND SURROUNDED ON ALL (4) SIDES BY WALLS OR SOFFITS BRACED TO THE STRUCTURE. S.CEILINGS WITH PLENUMS LESS THAN 12 INCHES TO THE STRUCTURE ARE NOT REQUIRED TO HAVE LATERAL BRACING. I6.WEIGHT OF SUSPENDED SYSTEM SHALL NOT EXCEED 4 PSF. THIS INCLUDES THE CEILING GRID, PANELS/TILES, LIGHT FIXTURES, AIR `����..•. ������., M'.��..,.�\:,., VA. \\\1 .. \711.� `.����..����.���..�....����... ��������-���...,. .,..���. ��������...����.�.� TERMINALS, ETC. A T T T T T T `� T T T T ' T T 7.CEILING AREAS EXCEEDING 2500 SQUARE FEET REQUIRE A SEISMIC SEPARATION JOINT OR FULL-HEIGHT PARTITIONS THAT BREAK THE CEILING UP INTO INDEPENDENT AREAS UNDER 2500 SQUARE FEET. EACH AREA OF SUSPENDED CEILING SHALL HAVE A RATIO OF THE Revisions: LONG SIDE TO THE SHORT SIDE OF LESS THAN, OR EQUAL TO 4. B.ALL MAIN RUNNERS SHALL BE HEAVY-DUTY AND ALL CROSS TEES SHALL BE CAPABLE OF SUPPORTING THEIR LOAD WITH A MAXIMUM DEFLECTION OF THEIR SPAN/360. 5' 6" X1Y2" LAG SCREW Ya"0X1Y2" LAG SCREW 9.CHANGES IN CEILING PLANE REQUIRE BRACING TO THE STRUCTURE. 1 i 10. SPREADER BARS ARE REQUIRED AT THE ENDS OF THE MAIN RUNNERS AND CROSS TEES AT THE PERIMETERS. WIRES ARE NOT _ A_ A, _Ia. 4. 41 _ ��II� � PERMITTED IN LIEU OF SPREADER BARS. SPREADER BARS ARE NOT REQUIRED WHERE THE RUNNERS ARE DIRECTLY ATTACHED TO THE 1 \ PERIMETER CLOSURE ANGLE. SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 INCHES ` 's,, .... MIN. (3) TIGHT TURNS MIN. (3) TIGHT TURNS OF THE PERIMETER WALL. 11. HANGER, OR SEISMIC SPLAY, WIRES MAY NOT BE BENT AROUND MATERIAL OR EQUIPMENT. 12 GAUGE SEISMIC WIRES, ,! 12. LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE (1) 12GA HANGER WIRE FROM THE FIXTURE TO THE STRUCTURE. THIS WIRE MAY BE SLACK. 1� TYPICAL ` 13. LIGHT FIXTURES WEIGHING MORE THAN 10 LBS, BUT LESS THAN 56 LBS, SHALL HAVE (2) 12 GA HANGER WIRES AT OPPOSING f 1 12 GAUGE SEISMIC WIRES CORNERS FROM THE FIXTURE TO THE STRUCTURE. THESE WIRES MAY BE SLACK. © 4'-O" 0/C 14. LIGHT FIXTURES WEIGHING MORE THAN 56 LBS SHALL BE DIRECTLY, AND INDEPENDENTLY, HUNG FROM THE STRUCTURE WITH A 5 OR MINIMUM OF (4) 12 GA HANGER WIRES (OR MORE IF REQUIRED), ONE AT EACH FIXTURE CORNER. THESE WIRES MUST BE TAUT. i 10 GAUGE SEISMIC WIRES 15. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE WITH A 9 GA HANGER WIRE, OR C4) 5'-O" 0/C APPROVED ALTERNATE SUPPORT. PENDANT MOUNTED FIXTURES MAY NOT USE THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. MILDREN DESIGN GROUP, P.C., 2018, ALL 16. MECHANICAL: TERMINAL OR SERVICES WEIGHING MORE THAN 20 LBS, BUT NOT MORE THAN 56 LBS, SHALL HAVE (2) 12 GA HANGER RIGHTS RESERVED© 1 WIRES AT OPPOSING CORNERS FROM THE FIXTURE TO THE STRUCTURE. THESE WIRES MAY BE SLACK. THESE DRAWINGS ARE THE PROPERTY OF 1 17. MECHANICAL: TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS SHALL BE DIRECTLY AND INDEPENDENTLY HUNG FROM THE NOT TO BE USEMILDREN DESIGNUSE GROUP. P.C., AND ARE D OR REPRODUCED IN ANY STRUCTURE WITH A MINIMUM OF (4) 12 GA HANGER WIRES (OR MORE IF REQUIRED), ONE AT EACH FIXTURE CORNER. THESE WIRES MANNER, EXCEPT WITH THE PRIOR WRITTEN MUST BE TAUT. PERMISSION OF MILDREN DESIGN GROUP, P.C. 18. SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2 INCH OVERSIZED RING, SLEEVE, OR ADAPTOR THROUGH THE CEILING TILE THAT Date: 13 July 2018 PERMITS FREE MOVEMENT OF AT LEAST 1 INCH IN ALL DIRECTIONS. A FLEXIBLE SPRINKLER HEAD DESIGN THAT CAN ACCOMMODATE A MINIMUM OF 1 INCH OF MOVEMENT IS PERMITTED AS AN ALTERNATE. Drawn by: Checked by: 5 Seismic Splay Wires at Wood Structure 6 Hanger Wire at Wood Structurer .7Suspended Ceiling General Notes BK DAV 2 3 3"=1'-0" A 2.3 3"=1'-O" 2 3 no scale Job Number: 117145 ' Seismic Splay Wire at Wood Structure Hanger Wire at Wood Structure Suspended Ceiling General Notes horizontal Sheet Permit Submittal - July 2018 A2.3 Keynotes - - --i77,7"...1. EXISTING WINDOW TYPICAL -, 2. EXISTING HM DOOR AND FRAME TYPICAL L•••••'---- 3. EXISTING OHD TYPICAL 4. EXISTING STOREFRONT MILDREN DESIGN GROUP, P.C. 5. ALUMINUM STOREFRONT WITH 1" INSULATED GLAZING ARail 1ECTURE - SPACE PLANNING 6. VAN ACCESSIBLE PARKING SIGN ON POST 7650 S.W. Beveland, Suite 120 7. ACCESSIBLE PARKING SIGN MOUNTED ON BUILDING Tigard, Oregon 97223-8692 Voice: 503-244-0552 Fax: 503-244-0417 © 3 000 0 0 TYP. TYP. TYP. L _ A _ ) --. -- ill t \ .11_ i _ / MI li OD 44' 45 5A. 6 MAME p M-3 Trt.I ARD OREGON i A4.1 i�C�r¢� 4OpO9 North Elevation 0 2 4 8 16 0 1 N • / / � Owner: 4 /"/iACCESSIBLE 6" 7" Tigard A3.t SIGNAGE PER STATE / 5 y REQUIREMENTS A3.I FACE OF BUILDING ACCESSIBLE SIGNAGE 4 Industrial EXISTING CONCRETE CURB PER STATE REQUIREMENTS, CONCRETE WHEEL STOP LLC MOUNTED ON BUILDING FACE OF BUILDING 3 " N._ 4" PAINT STRIPE o 4" PAINT STRIPE7 17--- -N 4" PAINT STRIPES AT �.::; 2'-0" 0/C TYPICAL • o 2,7- 2'- 4` PAINT STRIPES AT ACCESSIBLE SYMBOL, _ 3" WIDE PAINT STRIPE PO Box 1696 0 0/C TYPICAL PAINTED PER STATE NOTES:ACCESSIBLE SYMBOL, REQUIREMENTS 1. ALL ACCESSIBLE STRIPING o N TYPICAL Beaverton, Oregon 97075 PAINTED PER STATE NOTES: AND SIGNAGE TO COMPLY 1 REQUIREMENTS 1. ALL ACCESSIBLE STRIPING WITH ORDINANCE ORS IN ,0 ' 86 • AND SIGNAGE TO COMPLY 447.233. ' 3 WITH ORDINANCE ORS 2. ACCESSIBLE SIGN TO BE A3.1 447.233• 30' TYP, MOUNTED TO SIDE FOR , 2. ACCESSIBLE SIGN TO BE VAN ACCESS LOCATIONS MOUNTED TO SIDE FOR = AND MAY BE CENTERED 1 TYP. — 30' TYP. Ln z 67 VAN ACCESS LOCATIQNS i -- FOR STANDARD ACCESSIBLE 10 I AND MAY BE CENTERED2Q SPACES. �,, Project: w r� I , „ SPACESFOR ANDARD ACCESSIBLE ` -Ai MIN. 3. BLUEESTRIPING B2JOLBANDCKGRND RED2 03. WHITE STRIPING PREFERRED Proposed MIN. BLUE BACKGROUND AND 9'-0” 6 -p / , , OPTIONAL 4" 10" BLUE PAINTED CURB TYPICAL 4. MAXIMUM 2% SLOPE ALL T T9 -O" g'-0„ TIOPTIONAL DIRECTIONS EXCEPT AT „ Snr ' TYPICAL 4. MAXIMUM 2% SLOPE ALL RAMPS 2 -88 DIRECTIONS EXCEPT AT RAMPS ri- Van Accessible Parking Stall (-2- Accessible Parking Stall (-6Th International Accessible Symbol wyx"=.1'-.0” ji /"=1'-0" \&...,3.1j1".1'-O" 9826 SW Tigard St. d—VanAccStall d—AecStall International Accessible Symbol Tigard, Oregon 97223 T/SIGr'1 ` .# .090" ALUMINUM SIGN PLATE # r Retie,'" .090" ALUMINUM SIGN PLATE RESERVEDRiiiWHITE RETRO-REFLECTIVE RESERVED WHITE RETRO-REFLECTIVE Sheet Title: SHEETING i" HIGH GREEN SHEETING i" HIGH GREEN PARKING RETRO-REFLECTIVE LETTERS PARKING RETRO-REFLECTIVE LETTERS Building AND BORDER, BAKED ENAMEL AND BORDER, BAKED ENAMEL 6Elevation(S., HANDICAP SYMBOL WHITE ANDICAP SYMBOL WHITE RETRO-REFLECTIVE ON RETRO-REFLECTIVE ON % BLUE RETRO-REFLECTIVE -_-_ `� _J BLUE RETRO-REFLECTIVE• and Details iY KI BACKGROUND BACKGROUND ` 24 , VAN �I � r' VAN ACCESSIBLE SIGN, WHITE ' ACCESSIBLE RETRO-REFLECTIVE 2I, BACKGROUND WITH GREEN z % r-e" + • RETRO-REFLECTIVE TEXT GALVANIZED STEEL POST NOTE: MOUNT SIGN ON o= BUILDING .. LT, i z 0 m Revisions: I LI 4 Accessible Van Parking Signage Accessible Parking Signage r. 3.1 1" 1'-0" C1"-1r-0„ signage accessible parking van with pole signage accessible parking wall mounted i el m i MILDREN DESIGN GROUP, P.C., 2018, ALL RIGHTS RESERVED d THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE i NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSI{NJ OF MILDREN DESIGN GROUP. P.C. A i Date: 13 July 2018 1 Drawn by: Checked by: BK DAV Job Number: 117145 Sheet Permit Submittal - July 2018 A3. 1 ! V , c?...., 1._ \ S - . EXISTING ROOF INSULATION WHERE TOP OF WALL TO STRUCTURE R-13 BATT INSULATION 2 x 4 BLOCKING 2" DEEP, 18 GA TOP TRACK. DO NOT SCREW GYPSUM BOARD TO TRACK ABOVE IS LESS THAN 5'-9" PROVIDE (1) BRACE AT 8'-O" 0/C TO ONE SIDE ONLY, STAGGER SIDES. WHERE DISTANCE IS GREATER THAN 5'-9", PROVIDE BRACES EACH DIRECTION AT / „ 8'-O" 0/C / . / / / // (1) 20 GA. 35/8" NOMINAL METAL STUD BRACING TO STRUCTURE WITH (2) #8 SHEET METAL SCREWS AT EACH END; PROVIDE DC;siOsUGTBRALENEAc LLC_ E.E NBA RB OVE ACIN TO BE PROVIDED WHERE DISTANCE 17 I--- : •• .' /)/- --// z ..• • •• 3/4" PLYWOOD AT WATER HEATER 6" X 22 GA METAL JOIST AT .4'A r __ ----HtF r.,...- A c 1 . /I 1 ---. -----}:._......-------.--7.---------"---/---. i • R 13 BATT INSULATION WITH STICK PINS TO ROOF DECK SIMPSON A34 WITH POWDER DRIVEN ANCHORS AT 24" 0/C ./.. MILDREN DESIGN GROUP, P.C. ARCHITECTURE . SPACE PLANNING 01:4110 45` \ /, , • 16'' Beveland, Suite 120 %'' GYPSUM BOARD \. .: ,. BETWEEN PERPENDICULAR • %'' GYP BD FASTEN TO 2EIII ' 1.TV"\-\\-"MkN"\\\""" • Tigard, Oregon 97223-8692 AT EACH SIDE ',, ‘, ,- , , - INTERSECTING WALLS OR . -.. Voice: 503-244-0552 STUDS AND JOISTS WITH /(-----------1 % \ / HORIZONTAL BRACING BETWEEN . . PROVIDE TAPE AND \ , /„ \ / .. TYPE "S" SCREWS AT 8" 0/C ........--------s\ .. Fax: 503-244-0417 • • PAINT AT WAREHOUSE SIDE \ + / WALLS EXCEEDS 8'-0" (DO NOT AT PANEL EDGES AND 12" SUSPENDED CEILING ONLY L__ 1111 -1, p ' -,-- EXTEND BRACING INTO EXPOSED , At • 0/C AT INTERIOR SUPPORTS cl . ----\•1.' CONCRETE TILT-UP WALL • STRUCTURE AREAS) •I / .---J----:-"-----"71---11...' . . ' 111 / ::.iiiiftli::" .ft . %" WATER RESISTANT, V 3 'FURRING25GAAT M2E4T,A0L/SCTUWDITH . . .. L 1 Y2" X 1 Y2" x 16 GA x R-11 BATT INSULATION WITH (4) #E8ACSHCRSEIWDES ' 24" Ojc STUD CHART: /1/ .. .. -.- .i.**. .... - SUSPENDED CEILING SYSTEM 3" SEE DETAIL 4/A4.1 FOR STUD CHART I i ATTACH STUD TRACK 1 TO BRACING THROUGH 1 1 . ! SUSPENDED CEILING CASING BEAD USG 200-A 5/8" GYPSUM BOARD EACH SIDE - I . - 44 - - • I GYPSUM BOARD AT TOILET ROOM SIDE 3%" 25 GA STUD AT 24" 0/C TYPICAL, 20 GA AT • 362 S 125-18 TO 9j-3" • 362 S 137-33 TO 17'-6" •cl . (-------___j . \ ---------"• •• -.4. %" GYPSUM BOARD TOILET ROOM 1%01 • 400 S 162-33 TO 19'-10" /---------____,) •• ' BOTTOM TRACK TO SLAB WITH 16" 0/C WHEN SUPPORTING • 600 S 162-33 TO 25'-1" ---------V DRIVEN ANCHORS AT 24" 0/C 11111111111111111110111.-; ..i.- OVERSIZED HOLE IN GRID I SECURE TO STUDS WITH TYPE 'S' .1 IWATER HEATER • ' - , SCREWS AT 5" - 7" 0/C 'Ora NOTES: 111 nRDTETAIL 4/A4.1 FOR STUD - /--- . R11 BATT INSUL AT TOILET • SEE A/E FOR ALTERNATE SIZES sZ\ .._----------"\ • . RUBBER BASE • DEFLECTION,ALLOWABLE NHEIGHTSON-C0 BASEDMPOsIT EO Nni5LLPYSFBRLAACTEERDALCOLNODAIDTI,O1N/.12s0EE .• 11 •.- _----"Th':-.. ROOMWALLS AND CEILING CONCRETE SLAB - •. .-/ . VAPOR BARRIER DETAILS FOR FULLY BRACED .. .,0,--"------ ; 11 6" RUBBER BASE • VALUES BASED ON AISI S100-07 WITH SUPPLEMENT S2-10 AS \ •• 4" RUBBER BASE N\ \ ---- 4 ° - ....-------Th - \ / c.O.D ARC TYPICAL 11 11 REFERENCED BY 2014 IBC RUBBER BASE WHERE 1 I POWER-ACTUATED FASTENERS: • STUDS AS MANUFACTURED BY SCAFCO STEEL STUD COMPANY ,,,,,.,...„:„..„.,. [7 .... • • /40 • 4" RUBBER BASE • •0.145"0 x in MIN. EMBED AT 7 ' APPLICABLE OR APPROVED EQUAL POWER-ACTUATED FASTENERS: • 1 111011 POWER-ACTUATED FASTENERS: . . 12" 0/C WALL TO 22'-0" •0.1450 x in MIN. EMBED AT DANIE1.440z.O. L. • - / BOTTOM TRACK TO SLAB WITH POWDER DRIVEN I ! Ail ..Agi ik •0.145"0 x in MIN. EMBED AT 12" 0/C WALL TO 22'-0" . : . • . • • : /..*. •0.145"0 x in MIN. EMBED AT 6" 0/C, WALL TALLER THAN . 12" 0/C WALL TO 22'--0" I-- - - - 4 ANCHORS AT 4t-0" 0/C - -- - - -- -- ,••• •• ••••••-•.ms •0.145"0 x in MIN. EMBED AT . .• . • - 22'-0" ZT 7 .<7 •0.145"0MIN. EMBED AT 0.0ft 1. • II ARIL OREGON 6" 0/C, WALL TALLER THAN / -i .- \ . 6" 0/C, WALL TALLER THAN 1,) (71' Full Height Wall at Office/Warehouse riThWall to Suspended Ceiling (-1)Wall Section at Toilet Room 4 Stud Height Chart 5 Furring at Concrete 14 OF 0 1 ./ 3 Al 3"=l'-O" ttiy 3,a"3"=h'-O" 1j.1 -.1'-o" A 41 . A 3"=l'-O" d-OfficeToWhseWall-1 EXISTING CONCRETE WALL PANEL PLASTIC LAMINATE FACE vote Sectien at Tollet Room with optional water heater support 1c-r4 Stud Height Chart 2'-13" 41 1 g2b-r3 SEALANT / / -, -g" PLYWOOD WITH PLASTIC PLASTIC LAMINATE LAMINATE. ATTACH TO STUDS / COUNTERTOP AND SPLASH 2'-l" MAXIMUM //* WITH (2) 2i" TYPE S BUGLE / 1 \I / / ---/ ,,------„, \ HEIGHT / HEAD SCREWS, COUNTERSUNK. t 0-,i011 / i" PLASTIC TO TOP (- -I //:-/- SET IN SEALANT BED Ilil / t (API.,/ LAMINATE OF SINK '' 1 / ,/ 0 COUNTERTOP AND AND/OR i I V:',/ ';)too 11 AI& 1 ALUMINUM STOREFRONT WITH J ,,,,,, --,. rK ' '" '0„S`f I LYI,N.I I,SII,"1"„1 i'5,711:11l SPLASH 0 1 \ \ CcUNTER 31----:_a IOW 11 1 1" INSULATED GLAZING \ _„. .1 i." -<-1 r‘ _ ..._•1 i I i \ 7u--";---•---.___L,_: ' . . ' 1 0 X9° I (TWP) 3/4" MDF ------ g" PLYWOOD WITH 1 I i 1 , -WIRE PULLS -CONTINUOUS ,I / • II ii iiiicc ^rsi i --; a SHIM CABINET SHIM 1 1 ,1- FRENCH CLEAT li 1, / ../-5--._. ., BOX AS REQUIRED - . - - t 1 CABINET BOX \ \ / NOTE: HIGH DENSITY MOUNTS TO IN- - ,I PARTICLE BOARD MAY BE * ° WALL BLOCKING. GO .> r ' [ r-,,.. .P. Nv AS REQUIRED ,. .i. 1..."...--,J ...., SUBSTITUTED FOR PLYWOOD . -- . • 1 .N j___:_ N _;._ 1 / - ---IJ 1 UPON ARCHITECT'S REVIEW 0 0 - T/MULLION li II ,•0 N.N /./ ,Z 1 REF NIC : 0 0 • 0 • 1\ 0 2 70)1 L_ . , \ s . 0 ADJ. SHELVING no3 2*-0" n-=== WIRE PULLS t ItIl PLASTIC LAMINATE AT Co ,d- MELAMINE FINISH. - 20 c) ‘ .._... / 0 0 COUNTER TOP AND EDGE. I I Owner: co . MIN. 0 ° ' / : i --3/4" MDF DOORS 1\i 1 _ 21 c,,,, AD JU IP TABLE SHELVES ' 0 0 • , , , , -, , -, , - , , - , - , a a '\ A PLASTIC LAMINATE R.27 'c\j'1" IN . , • ATTACH TO SUPPORT W/ -NI ' #10 x 2" SCREWS AT 6" 0/C, COUNTERSUNK ° ° 0 a COVER BOTH FACES AND EDGES W/ Tigard SET IN CONTINUOUS SEALANT - t. i i 0 0 0 , 0 FACE AND EDGE BAND , ,' e ° PLASTIC LAMINATE . ill .4 /1IN I. ' . • s -PLASTIC LAMINATE 0 Industrial 1 Ailik 11 „ . MELAMINE INTERIOR c, / N, FACE AND EDGE BAND a 0 0 . 1111 EXISTING CONCRETE SLAB ' • MELAMINE INTERIOR v a 0 W z.i • ---, 0 0 %--MELAMINE INTERIOR str- WIRE PULLS TYPICAL LLC N. , _ 11 , N. N . . - ..., . , / 11 \ ...-- ,_ it.:,-, - - - - c,---------t, .. ' -,,- L .,_,• [.._-_ ,, . 4 , \ t r.?•=i1 1 PO Box 1696 .- • .-4/ * AO. ' A 4', : •A' . 9 \----\- °•,..„.,. - - -- I • ,,,, . : • • . •- - • .--t /1/ 3„ / 1'-0" Beaverton, Oregon 97075 A4.1 A4.1 BASE - SEE FINISH SCHEDULE Zir BASE - SEE FINISH SCHEDULE ..... _. .,, / SCRIBE TO FLOOR FLOOR STRUCTURE 3" SCRIBE TO FLOOR CLEAR 1 • 4 / / \ . 6 Storefront Section 7 Coffee Bar Elevation (IN\ Base Cabinet wtih Drawer Section 4ri3% 9-.:Y\\ Base Cabinet Section ricUpper Cabinet . "=1'--•0" A Al41 j. =1 -o" ^k49/ 1X"=11"O" A u 1 ---.11-0" 4 /. 1 1/ "=1'-()'' -ortorefrontsectke-1.dwg Coffee Bar Elevation side approach • d-6410-casewortr-base cabinet with drawer .../rd-6410-casework-base cabinet with sink d-6410-casework-upper cabinet _ Project: FRAMED MIRROR- 2'-O" x 3'-0" PLASTIC LAMINATE MULLION . V\ ..ter ALUMINUM STOREFRONT WITH ANSI 117.1 TYPE FAUCET WALL MOUNTED LINEAR LIGHT TWO WALLS ONLY FIXTURE. MOUNT AT 6'-6" A.F.F. WAINSCOT AT THESE 1" INSULATED GLAZING VERTICAL GRAB BAR Proposed Spec. TI = =, :.. / SEALANT TAPE / EXISTING CONCRETE TILT-UP PANEL SET STOREFRONT IN 1'-6" k • CONTINUOUS IL 7 , SEALANT I Now Li 23 . 6" 3'-4" 9826 SW Tigard St. 3'•-0" \ 1'-5" MI b I .i,) 1%-6" I 1 II iniNi• • ' ALUMINUM BRAKE SHAPE e / SLABEXISTING CONCRETE to 1'-o" 3-6” Tigard, Oregon 97223 a2131L._e=5--tni._ _2 I • SEALANT 10 ' •- .'• TO MATCH EXISTING SYSTEM .3'-0" . • Q • -• AND a" zA 1 I i IIIIIII1 I • • a •• . BACKER .Z\ C I 3 - \ - C 3 ‘ i : • , ROD - . • N . . .. ALUMINUM STOREFRONT WITH ... 1' O .- .. m , , . . , , INTERIOR OFFICE WALL ..A.' 1" INSULATED GLAZING O 'N-) b i.) T ;, . . - . 1 I -c., Sheet Title: 't\l 1\1 CN ‹; At 11111111M1M111111111111C41111111 11-44111111111111111111111111111111 .. \ Details .• .., ., ----177; z . ACCESSIBLE TOILET . 'ZAI 17' . .- 6" MAX. 7 TOILET TISSUE .; . PAPER TOWEL DISPENSER A • DISPENSER/ WASTE .-- V - V\ RECEPTACLE GRAB BARS INSULATE EXPOSED PIPING rii-N\ Wall at Mullion 12 Storefront Head 13 Storefront Head dri2'')t Toilet Room Elevation v\ae4.4j/ 3"=1'-0" A4.1 3"=r-O" -.0" \\,/,\. 4Y Y8":=1'-O" 1i I/ ---- d-Tclet Room Elevation I - floor mounted W.0 and wolf mount lay --- --,,-- - (., EXISTING LAVATORY AND MIRROR z ' Revisions: in PROVIDE VERTICAL GRAB BAR / 5-<' • /t WM1111111 1.0- il 1, 6" Li ..., // 2'-0" 1 z ail EXISTING HEADER -, (2) LAYERS i" TYPE 'X" I . to .1 GYPSUM BOARD EACH SIDE; •- i ... I o AD 11 TAPE AND PAINT ONLY i a I m C I 3 i 1•1(..i ._ C 3 t 1 1 wi 1 r k 1 -4C?'-' 11 SEE DETAIL 4/A3.1 P N STUD CHART FOR tvIILDREN DESIGN GROUP, P.C., 2018, ALL to 2 1. RIGHTS RESERVED 0 if I - _I il IIIIIplplli THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE I . 0 " NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN .1' AD I 1 -41111 11 BOTTOM TRACK TO SLAB PERMISSION OF MILDREN DESIGN GROUP, P.C. / i Date: 13 July 2018 WITH POWDER DRIVEN..OVIDE HORIZONTAL GRAB BARS 11111110.111 ,4 11 ANCHORS AT 4'-0" 0/C Drawn by: Checked by: 1 i I. REPLACE EXISTING BK DAV .. TOILET WITH 1 -4 /1411V li ACCESSIBLE TOILET ' ' 1 -_ ........ Job Number: 117145 Sheet ii) Existing Toilet Room Elevation A4fl.-----i'-o" .y d-AddGrabBars 16 2-Hour Wall Infill A 41 3"=1'-°" d-2HrWallInfili--1 Permit Submittal - July 2018 A4. 1