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Plans (10) BUP2 (1) 1 - 00295 OFFICE COPY 0 I ❑ 0 7-A-t,...--ssw--,' MILDREN DESIGN GROUP, P.C. ° Witill) Li CI) k rill/ , ,Th r_DuLilo risRECEIVED ARCHITECTURE SPACE PLANNING NOV $ 2017 7650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 CITY Oi~i l : hD (503) 244-0552 ! tic 0 BUILDING DIVISION 711 0 0 SW S c3 n 0 0 Ur 0 St , SUfirl 0 0 Suflc Tlloaro or,c,-Toon OD `tel s. ..4 lour' Code Analysis Deferred Submittals General Notes r1 4,, BASED ON THE 2012 INTERNATIONAL BUILDING CODE IBC WITH ���`J �� ( ) DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. O� 2014 OREGON STRUCTURAL AND SPECIALTY CODE AMENDMENTS PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS OF WORK. HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE B. ALL HARDWARE IN ACCORDANCE WITH ANSI 117.1. Client: BUILDING. THE DEFERRED SUBMITTAL DOCUMENTS SHALL NOT BE INSTALLED UNTIL THE SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. C. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF 1' OCCUPANCY AND CONSTRUCTION PER OSSC 304.1, 306.2, 311.2 AND 602.3 NOT LESS THAN 2-�A: 10B FOR EACH 3,000 SQ.FT. OF FLOOR McCormack OCCUPANCY: B/S1 NOTE: SUBMIT SHOP DRAWINGS FOR REVIEW OF DESIGN INTENT COMPLIANCE PRIOR TO AREA TRAVEL FROM ANY PORTION NEEDOBUILDING NOT TO NON—SEPARATED USE BETWEEN: B/S1 OCCUPANCIES, PER OSSC SECTION 302.1 FABRICATION OF THE FOLLOWING EXCEED 75'.EXITFIANDE EXTINGUISHERS TO FEETBE NEAR EACH Properties REQUIRED EVERY SEVENTY FIVE ALONG THE t" r" CONSTRUCTION TYPE: III—B 1. ELECTRIC PATH OF EGRESS. 2. PLUMBING D. ALL FINISHES TO MATCH EXISTING UNLESS NOTED OTHERWISE. BUILDING HEIGHT AND AREA PER OSSC TABLE 503 E. NEW PAINT AT NEW WALLS AND TOUCH UP : LEVEL 4 FINISHED ALLOWABLE AREA: Si: 17,500 WALLS TO RECEIVE (1) COAT PRIMER, (2) COATS ACRYLIC LATEX. ALLOWABLE HEIGHT: 3 STORIES F. SUSPENDED CEILING MUST CONFORM TO OSSC RULING ACTUAL BUILDING AREA: 13,000 SF FOR 2004 OSSC SECTION 1621.1 AND 2007 OSSC (EFFECTIVE 7190 SW Sandburg St. ACTUAL HEIGHT: 1 STORY APRIL 1, 2007) SECTION 1613.1, DATED JULY 1, 2010. Tigard, Oregon 97223 G. VERIFY POWER AND DATA REQUIREMENTS WITH TENANT. H. FURNISH THREE SILENCERS FOR SINGLE ACTING SINGLE DOORS. FIRE—RESISTANCETRATING REQUIREMENTS PER IBC TABLE 602 I. DO NOT PLACE OPPOSING ELECTRICAL OR DATA MUDRINGS WITHIN Project: - STRUCTURAL FRAME 0 HR. SAME CAVITY. J. WOOD STUDS AT CONTRACTOR'S OPTION. for EXTERIOR NON—BEARING WALLS: 0 HR. EXTERIOR BEARING WALLS: 2 HR. K. NEW PAINT THROUGHOUT SUITE 100. T.I.1 INTERIOR NON—BEARING WALLS: 0 HR. Whitaker ��1�5 FLOOR CONSTRUCTION: 0 HR. Sheet Index Builders, Inca EXITING: A0.1 COVER SHEET B OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 75'—O" PER OSSC SECTION 1014.3 A2.1 DEMOLITION PLAN EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 200'-0" PER OSSC SECTION 1016.1 A2.2 FLOOR PLAN A2.3 REFLECTED CEILING DEMOLITION PLAN 4 S OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 75'-0" PER OSSC SECTION 1014.3 A3.A3.11 DETAILS TREFLECTED CEILING PLAN T g0 SW Sandburg-Suite 100 igard, Oregon EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 200'—O" PER OSSC SECTION 1016.1 A3.2 DETAILS Area of Work EMERGENCY LIGHTING: IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE PORTION OF THE EXTERIOR EXIT DISCHARGE Sheet Title IMMEDIATELY ADJACENT TO EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED SW Sandburg St, TO HAVE TWO OR MORE EXITS WITH THE EXIT ILLUMINATION SUPPLEMENTED WITH \ Cover Sheet AN EMERGENCYPOWER SUPPLY CAPABLE OF PROVIDING POWER FOR A DURATION OF -- - ✓ __ , NOT LESS THAN 90 MINUTES PER OSSC SECTION 1006.3. 4 Z -- -- - -- -- 4 l 7 Plumbing Requirements OCCUPANT LOAD PER OSSC TABLE 2902.1 • _____F= B OCCUPANCY: 5,492 SF/100 =55 PERSONS 0 — 1' T 28 MALE, 28 FEMALE I I --1 1 i T 1II — WATER CLOSETS: 1:25 FOR FIRST 50 Q 1 LAVATORIES: 1:40 FOR THE FIRST 80 13 — / „ Revisions: S OCCUPANCY: 5,906 SF/500 = 12 PERSONS — { 12 MALE, 12 FEMALE PIP — 7 OFFI�� Y t WATER CLOSETS: 1: 100 - k� ,r/ I CITY Old:17iiitPsi LAVATORIES: 1: 100 " �``,�, — ant' ,, REttl�FDR CCOMPLIANCE 4 ��`���1% r/ ` Approved0REQUIRED PROVIDED \\\` ' �, _ 3 1 t 4 1 1 a Existing I --; • orc. �1 LAVATORIES 1 Permit#: 1 !ii9r2C3/7-G(0/ S' MALE 1 2 Building Existing Address• 7 RO �,..tSc.hd 1tiH�S FEMALE 1 2 ° - Building suite#: o _ WATER CLOSETS ' I y Date: ' J. _ MALE 1 3 , ! B . FEMALE 1 2 ' i► 0iffy/ . URINALS MALE 0 1 MILDREN DESIGN GROUP, P.C., 2017, ALL b a r. RIGHTS RESERVED SINKS 0 2 ® MILDREN DESIGN GROUP, P.C., AND ARE THESE DRAWINGS ARE THE PROPERTY OF NOT TO BE USED OR REPRODUCED IN ANY ' �I PERMISSION EXCEPT MILD EN DESIGN GROUP, P.C.THE PRIOR Lr 1 1 1 1 i 1 1 1 1 1 ___ _ Date: 23 October 2017 -_ a) ‘ Drawn y Checked y_ CITY OF TIGARp__ _ __ - Approved by Planning BK Date: 11 Initials: Q Job Number: 117122 itki Site Plan Sheet No Scale Permit Submittal - October 2017 Al Demolition Keynotes a----- -., 01. REMOVE WALL TYPICAL hisoirool°'*--, D2. REMOVE DOOR AND FRAME TYPICAL D3. REMOVE RELITE AND FRAME MILDREN DESIGN GROUP, P.0 - , 04. REMOVE COFFEE BAR AND SINK ARCHITECTURE • SPACE PLANMN( D5. REMOVE WATER CLOSET AND GRAB BARS 06. REMOVE COUNTER (TO BE RELOCATED) 7650 S.W. Beveland, Suite 120 D7. REMOVE CARPET, VCT AND RUBBER BASE (EXCEPT IN Tigard, Oregon 97223-8692 STORAGE/SERVER ROOM) (503) 244-0552 D8. REMOVE HARDWARE FROM STOREFRONT DOOR 09. REMOVE DOOR AND FRAME AND SAVE FOR RELOCATION 0 T T T T 200 -0" T T 0 0 , , .... • . tso dt$fr 0......t.0 ,e? 15(15 ow 040 MD, OREGON i 0 J t=m . —. . rip — ELEC. I OF RM. I i Client: McCormack Properties 0 0 7190 SW Sandburg St. _ . 1 /— ---el'Ij <— 1--- .. 1 1,__ ..,-. __-_ ______ . Ei--________ . e.......: — Tigard, Oregon 97223 II iP — „ - Erie ------i b ill PIFIrAi ri)- Project: — (--, 1 • 7 ..i..._"......._1 'CD 0 I' •1 I ) r T.I. for S.. om mi- 1--- • I 1.- ri I (1) _rjr1 0 I fll s — , Whitaker Ellis • L_ _ _ Builders, Inc. \\11 , III CD co li ____r 7180 SW Sandburg-Suite 100 III I Tigard, Oregon II I nj. . .. . . 1 . ._ ____. .C.j I I 1[11 Sheet Title: 0 0 1,1 d I I I I Ti ___ II ) II ...—.-r: iirelit , ,N:raaii '• — . ) --, 0 cEE3 0 r- Demolition CD II Plan 1,1 .=...., ® . =i _. 6.... ...ii IL _ _ .........• _ E!EL O tri — 0 Revisions: eat Demolition Plan Mr 0 2 4 8 16 MILDREN DESIGN GROUP, P.C., 2017, ALL RIGHTS RESERVED 0 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: 23 October 2017 Drawn by: Checked by: BK Job Number: 117122 Sheet Permit Submittal - October 2017 A2. 1 Keynotes a---- -- - 1. ACCESSIBLE COFFEE BAR WITH SINK AND UPPERS AND SPACE FOR UNDER COUNTER REFRIGERATOR - SEE DETAIL "" � `"� 1/A3.2 MILDREN DESIGN GROUP, P.0 2. INSTALL RELOCATED COUNTER IN EXISTING OPENING ARCHITECTURE SPACE PLANNIN( 3. PROVIDE VCT IN FRONT OF COFFEE BAR, ALIGN WITH DOOR 0 2 3 4 5 6 T 7650 S.W. Beveland, Suite 120 4. PC350 SYSTEM WITH PAIR 3'x7' SLIDING DOORS WITH 30" Tigard, Oregon 97223-8692 PULLS; ALTERNATE PRICE FOR GYPSUM BOARD WALL WITH (503) 244-0552 PAIR 3'x7' DOORS IN TIMELY FRAME WITH (2) 4'x7' 200 -0" TEMPERED RECITES IN TIMELY FRAMES EACH SIDE OF I 1 I I I I I / DOORS 5. REPLACE CARPET AND RUBBER BASE 6. PROVIDE 20 AMP DED. CIRCUIT AND (2) CAT 5E, VERIFY © © WITH TENANT 7. VCT AND RUBBER BASE TO REMAIN 8. CARPET AND RUBBER BASE TO REMAIN THIS AREA I I I 9. SEE DETAIL 5/A3.1 FOR RESTROOM ELEVATION 10. NEW WALL TO ALIGN WITH EXISTING 11. ALIGN EDGE OF NEW WALL WITH END OF EXISTING F9 12. FURNITURE AND EQUIPMENT BY TENANT � I ! - i - 1 171 13. ALTERNATE PRICE FOR POLISHED CONCRETE THIS ROOM T ONLY 14. CLOSE AND LOCK STOREFRONT DOOR; POST INTERIOR SIGN ELEC. I "NO EXIT" RM. i 15. RELOCATED DOOR 16. INSTALL RELITE IN TIMELY FRAME IN EXISTING OPENING; I I I ! n I I I FIELD VERIFY OPENING SIZE I I 17. ACCESSIBLE CLEAR FLOOR SPACE SHOWN DASHED TYPICAL Ab 4.°) ARE OUSE I I I f Ira DANIE 715 +,f y XXXXX •�' ' EXISTING STORAGE/SERVER RM. MEN4 5905.7 S.F. "10 TI ARO, OREGON 0_ E B6 A)X B/X 8/X :/500EXTS 111.8 XE N N EXISTING WOMEN EXISTING STORAGE XXXXX OO ® 113.88 F. E E ( � 121.58 S.F. XXXXX OF y" EXEMPT /100 = 1.1 0 XXXXX XXXXX • . 14'-6" I I B:EXITS 1141) I 81.6 S.F. I 91.04 S.F. ! 31.17 S.F. 5'-0" EXEMPT EXEMPT EXEMPT .� _ I' e, L. - - A.5 - - - - - - _ - - Client: - 'Mg Q 1 I I a I I \ © -� --�I II _ T Wall Legend McCormack � I A3.1 I 1 Imilk / �, � ® I I I 7 I a o I I I I lI ��_,,, ' `\f I I I,} I a I I N. I I I I I I 1 f ., t 4� ir_ 0 , I I I I I I - - I I I I - - - - I I EXISTING WALL TO REMAIN Properties 1 �L4]J ' . E. �_ T:: >. N ROOM ® O 106 SAFETY SUPPORT ! I I I I I I I I I I r-� C EXISTING WALL TO BE REMOVED •EPIC L_ WOMEN A4 A X XX E ; -- /tel -1 I I I I I 1 I I I I t 103 © EXXXXX 611.08 S.F. XXXXX i� I L .J. B I �.'. ��'.V LL ftE� NEW WALL TO BOTTOM OF CEILING +� _ 655.27 S.F. - �. � � .� �I� � _ _I_ � 1 418 A6 9 I I ti I I 39.2 S.F. /100 - 6.1 I /100 = 6.6 �'Ar-. I II I I i_ --1 NEW WALL TO BOTTOM OF STRUCTURE /100 = 4.2 ESTIMATING/MARKETINGID 1 EXEMPTB:EXITS 1 B:EXITS 1 i - I OPE I �I a B:EXITS 1 102 3'-2" I f_ L - - XXXXX I°e al s I = I I® NEW P G 7190 SW Sandburg St. !- -� A4 A)X XX �/i (1) bI TABL> I I ( 1602 97 S F _ I I�^�I A J I I D I F-I C A TION Tigard, Oregon 97223 1251.2 S.F. O L_ J I "' � ----------------- _ ---_ _ _ _ ------J 4111 Ili) EXIT TRAVEL DISTANCE_79' 3""- f I /100 = 12.5 L - 7p_ -16 - COMMON PATH OF TRAVEL=s4'-o•-'� B:EXITS 1 C E B:EXITS 1 -I-1- -1- 7 I- I I r -{I 0 WAITING r j `lC4XXX _ _ Th__,_iri_ 16 I I II I I I I Project: 1 I I I - BID BOARD I I I I 0 042.44 S.F. � d �z R n t II II T� I I_ 1 A4XXX CONFERENCE #3 _ _ �cANaN -I �' I I _ �' ci 249.33 S.F. E /100 = 0.4 {- Desk I PLOTTER I i OFFI L_ I - Room Symbol Legend T1. for 11-7 L O LI /100 = 2.5 A4XXX B:EXITS 1L Desk k IPF755 I E o te a - B:EXITS 1 - 237.21 S.F. , a a L J - I B4889 _ a o /15 = 18 CONFERENCE z I 115.82 S.F. CONFERENCE #1 ROOM NAME Whitaker Ellis 8:EXITS 1 I I E I /100 = 1.2 E 0 je XXXXX B:EXITS 1 OFFICE ROOM NUMBER XXXXX 154.54 S.F. .L 4_ 154.9 S.F. ROOM AREA/LOAD 101 ,----ROOM FINISH Builders Inc. 3 /15 = 10.3 /15 = 10,3 FACTOR 84BB9 A3.1 B:EXITS 1 B:EXITS 1 XXX/100:2-...___NUMBER OF D ILI D -E1-- -ii^ a tri: "--- a it 1 _.__ _ a IFS B: 2 E ITS OCCUPANTS OCCUPANCY GROUP PER NUMBER OF 7180 SW Sandberg-Suite 100 IBC TABLE 1004.1.2/NUMBER EXITS PROVIDED Tigard, Oregon Sheet Title: Ali Floor Plan Floor Plan mo 0 2 4 8 16 Finish Schedule ROOM NAME Floor Finish . A4BB9 A. CARPET B. SHEET VINYL C. VINYL COMPOSITION TILE X. EXISTING TO REMAIN Base 0 NO BASE Revisions: 4" RUBBER BASE 6" RUBBER BASE X. EXISTING TO REMAIN Wall Finish A. GYPSUM BOARD AND PAINT B. 4' PLASTIC WAINSCOT WITH STAINLESS STEEL TRIM AT EDGES, W.R. GYPSUM BOARD AND PAINT ABOVE. TYPICAL AT ELEVATED WALLS ONLY X. EXISTING TO REMAIN Ceiling Finish A. SUSPENDED ACOUSTICAL - TEE BAR MILDREN DESIGN GROUP, P.C., 2017, ALL RIGHTS RESERVED B. GYPSUM BOARD AND PAINT X. EXISTING TO REMAIN THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY Ceiling Height MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. • 8. 8'-0" Date: 23 October 2017 9. 9'-0" X. EXISTING TO REMAIN Drawn by: Checked by: BK Job Number: 117122 Sheet Permit Submittal - October 2017 A2.2 Keynotes CD - ,....,....., 1. REMOVE SUSPENDED CEILING GRID, TILE AND LIGHT711011'...suwan"..""''. 2. REMOVE EXISTING LIGHTS THIS SUITE _ MILDREN DESIGN GROUP, P.0 ARCHITECTURE • SPACE PLANNING 7650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 (503) 244-0552 1 2 T 4 5 0 7 0815) ES...°1) `14)3';,,, , , I I .c..A.,--- C.) - DAME 4 6 y • , IIL • --.-- -1- u--� 0 Ii if ,n---ii i I. I { •— TI ARD, OREGON 10. 0 H ,i4 ELEC. 1 OF 0, RM. I I I I I II I Client: McCormack I I Properties I I 1 0 1 0 1 I I I I I 7190 SW Sandburg St. 0 Tigard, Oregon 97223 A,5 — — _ — — --� -�^:- — — - — — — — — — — I I I �1J � — I I I ''`" ,. I I I` I I -T �� u - - 1--- X \ x X { k:'::*iryR �f, r — � k A - -`.-A — I ■■■■■■ �; /I I '� r 1 ■www■■ :y L_. Project: — _ .1. ---•>< — — x .'.,c.- L - 7C - - - -I x — ■■■■■■ "4 I I I I >.< I x x x I I I I =` ;;.'"':k sr II I I I I I I I 1 ; ' I I f .�_ . ✓ - \ ✓ \ _ - - - .R., :,. n::ti- - • . T I for I I I I n r. a; 1_,. }� 1 I I I I I ' . --- - i-- - -1- - t - -IE ,...s, :,P1. - - r- - __-.I- _ -t. - - I- -I- - -1.. - ' . ` ' ,— L_ ----- , L- - - - - MIMI 1 :F7: Keynotes Q —. 1. EXISTING SUSPENDED CEILING TILE, GRID AND LIGHTS TO REMAIN "`"'`•- 2. NEW SUSPENDED CEILING GRID AND ARMSTRONG SECOND MILDREN DESIGN GROUP, P.0 LOOK II TILE AT 9'-O" AFF - SEE DETAIL 6/A3.1 3. EXISTING GYPSUM BOARD CEILING TO REMAIN ARCHITECTURE • SPACE PLANNING 4. NEW i" GYPSUM BOARD CEILING, MATCH EXISTING HEIGHT 7650 S.W. Beveland, Suite 120 5. OPEN TO STRUCTURE Tigard, Oregon 97223-8692 6. PROVIDE NEW ARMSTRONG SECOND LOOK II CEILING TILES (503) 244-0552 THIS AREA 7. ALIGN NEW GRID WITH EXISTING 8. REPLACE ALL LIGHTS THIS SUITE Legend ■!■■!■ 2x4 FLUORESCENT LAY-IN FIXTURE WITH iiiiii PARABOLIC LENS 1 2 3 4 5 6 7 $ 9 •..•- 2x4 FLUORESCENT LAY-IN FIXTURE WITH -,111.1.- PARABOLIC LENS ON EMERGENCY BATTER BACK UP 4491144' ./i I I I I I I I I EN EXISTING FIXTURE TO BE REMOVED 0 ® LIGHTED EXIT SIGN (PROVIDE IF NONE EXISTS) 4515 r• DANIE 'A, 'fr,) sp. A u 0 TI ARD, OREGON 0 T 0 EXHAUST FAN, VENT THROUGH ROOF iio .� ELEC. ! OF RM. I I I I Client: McCormack Properties 0 I 0 I I 0 I I I I 7190 SW Sandburg St. C ® Tigard, Oregon 97223 ■■ :'� w�:rA.: ■■■iii L!■■ ■■I■■� ■■■■ .„ ■.■■■■ 4.0 F -.....,, ..:;.,:,1,F,...-t,-,:-:,:k, ...:!..'..-....0, j ■■■■■. ;� OH Project. !■i■■MIME ■!!■!■ ■i■■ ■■■■■ ..i.':..'". ,-h ' , ■■■■'Ai ■ I7I■■■I. i ) – EMU MIME =µ ';: .////11r - . . . ' . T.I. for ;;. Immum . ■■■■■ ■■,iii Whitaker Ellis ■■■■■ miII%' ■■■■■1 .11111' - :••,_: :1`.: ■■m y ■■■■■■ `\...%- / � ■i■• ■■■■■■ r■"i- i■■■■■ ■■■■ ■■■■■ �M��' ,, . '■w■■■■- _w11i1\_ > v . ,;, :�= w.w■!w, ■�■■■■, _. i\_ I ��• �, iii .As1►. EMMEN iiii iiiii� _.iG\_ ■O■■■ ■■■■■■ t:'ti,. ?':' ■,/I!■■i ■■■■ww • C %��.%� ■■ii .... li■■ ::..Y ... I , ; Builders, Inc. /I/�LS ���� — --�-- : : . .: : : : : .; ■■■iii O ���•• - _iii■_ ■■iii iil ■■■'■ 1�■■■' —QJ i:iiiiI_ Bromw '�*\!l�iiiiii/ iiiiii ; ;.:',; . 9` .. I rGiii III MMM iu =iiiiii ..:: _iii!E.EEii=II ■■J■■ w!■%■ ■■■■.■ ■■■■■■ ■■■■■i �■■, 7180 SW Sandburg-Suite 100 N �' ■■■■■�■■■■■� sv - - = ANL/ IIIIIIIW IFI I Tigard, Oregon milippr KM. SUMER ilii �E�1 s� I 11111=1.11. , - I r Sheet Title: Arai■��!■■VAI ■■■■��. . ir. -I -w■w■w■ `-" ,s ma I I mom i ,-.. . , EXISTING ROOF INSULATION L . : 1 /. / // // / / \ he'tw•-••-•---.„. .- ::: R-13 BATT INSULATION ./ ' -'• 2 x 4 BLOCKING 2" DEEP, 18 GA TOP TRACK. MILDREN DESIGN GROUP, RC •- DO NOT SCREW GYPSUM EXISTING SUSPENDED CEILING SYSTEM FALSE MULLION TO ARCHITECTURE • SPACE PLANNING " BOARD TO TRACK MATCH EXISTING SYSTEM . 7650 S.W. Beveland, Suite 120 • " GYPSUM BOARD '••` 6" X 22 GA METAL JOIST AT Tigard, Oregon AT EACH SIDE • 16" 0/C SEALANT TAPE (503) 244-0552 -8692 V 'IL _ 5/8" GYP BD FASTEN TO STUDS AND JOISTS WITH i _ TYPE "S" SCREWS AT 8" 0/C7 AT PANEL EDGES AND 12" "--1 i NEW SUSPENDED CEILING SYSTEM 0/C AT INTERIOR SUPPORTS �,/�� ' EXISTING SUSPENDED CEILING SYSTEM • ALUMINUM BRAKE SHAPE co41111. • %" WATER RESISTANT, TO MATCH EXISTING SYSTEM 24" 0/C STUD CHART: • • GYPSUM BOARD AT TOILET • 362 S 125-18 TO 9'-3" • 362 S 137-33 TO 17'-6" SEE DETAIL 4/A3.1 FOR STUD CHART • ROOM SIDE ' �' • 3%"• 25 GA STUD AT 24" • 400 S 162-33 TO 19'-10" 0/C TYPICAL, 20 GA AT INTERIOR OFFICE WALL • 600 S 162-33 TO 251-1" TOILET ROOM 16" 0/C WHEN SUPPORTING NOTES: • WATER TT I S • SEE A/E FOR ALTERNATE SIZES rcll A NUL AT TOILET r • ALLOWABLE HEIGHTS BASED ON 5 PSF LATERAL LOAD, 1/120 ROOM WALLS AND CEILING •' DEFLECTION, NON—COMPOSITE, FULLY BRACED CONDITION. SEE VAPOR BARRIER I DETAILS FOR FULLY BRACED • 6" RUBBER BASE I11111!!!" I- it I • • VALUES BASED ON AISI S100-07 WITH SUPPLEMENT S2-10 AS • . I ` i REFERENCED BY 2014 IBC '� ' 4" RUBBER BASE I POWER-ACTUATED FASTENERS: • , STUDS AS MANUFACTURED BY SCAFCO STEEL STUD COMPANY � `�4" RUBBER BASE I •0.145"d x " MIN. EMBED AT ti — OR APPR VE UAL 4v �, .".: ,/ I I APPROVED ``�► I�,,.� 4 II 12" 0/C WALL TO 22'-0» 4 5 020010 BOTTOM TRACK TO SLAB ` - 1INII •0.145"O x MIN. EMBED AT DAME // / 1 \ WITH POWDER DRIVEN � 11111 i 6"�0/C, WALL TALLER THAN TI ARD, • ANCHORS AT 4'-0" 0/C I ItfrAIL 22 —00 OREGON li , 1 Full Height Wall 2 Wall Section at Toilet Room 3 Wall at Storefront with False Mullion 4 Stud Height Chart OF01 A3.1 3"=l'-O" A3.1 3 =1 -O A3.,1 3"=1'-0" A3.1 1 e2d wan Section at Toilet Room 1 is Stud Height Chart 8" Client: PLASTIC LAMINATE FLOOR OR ROOF STRUCTURE /� CLR �� TYPICAL HANGER WIRE #12 WAINSCOT AT THESE • McCormack TWO WALLS ONLY - AT 4' 0/C OR #10 AT 5' McCormack TIE ENDS OF MEMBERS TO • / "7 0/C WITH MIN. (3) TIGHT EXISTING MIRROR PREVENT SPREADING • TURNS WITHIN 3" Properties Ar/ ADDITIONAL HANGERS AT ALL • C °,_, EXISTING LIGHT FIXTURE 8 10 MEMBERS WITHIN 8 OF I VERTICAL GRAB BAR A3.1 A3.1 A3.1 PERIMETER • I.• l't SUSPENDED CEILING - SEE VERTICAL BRACING AT 12'-0" k REFLECTED CEILING PLAN �� s„ 0/C EACH WAY - SEE TABLE BELOW I \ \ / PROVIDE COUNTER SLOPE 2" MIN. RUNNER FREE TO SLIDE ON 7190 SW Sandburg St. 6" - J 1� THANHANG1:6 6 OUTS IF AOFER IS PLUMB ORE • CEILING SYSTEMS ATTACHMENT CLIP Tigard, Oregon 97223 �.-4' /, 3,-0" \ ,-s„ �,-o - SECURE ALL HANGERS TO • 1 BUILDING STRUCTURE. TRAPEZE CEILING SYSTEM ANGLE MOLDING i'-6" \ t - DUCT WORK AND OTHER LARGE / FREE EDGE O m ) _ OBSTRUCTIONS PER SMACNA / Project: 1 ao 3'-0" �- I. • _ I a--- \8" 8» T.I. for CMAX. t �' / i o , 6 -0" MAX MAINTAIN CLEARANCE BETWEEN / -� TYPICAL HANGER WIRE #12 • I 9 GRID AND ALL EQUIPMENT / � Whitaker Ellis A AT 4' 0/C OR #10AT5 / • " - ' 7 HEAVY-DUTY MAIN RUNNERS 0/C WITH MIN. (3) TIGHT Builders LL ;� x N 7 AT 4' 0/C SUPPORT WITH TURNS WITHIN 3" l.)urlders Inc. �— / Pr- PO —~ '� a�� / ? A3.� #12 WIRE AT 4 o/C OR WITH ' #10 WIRE AT 5' ON CENTER 2(13 EACH WAY `� ACCESSIBLE TOILET LATERAL BRACING AT 12' 0/C I \� SUSPENDED CEILING - SEE + EACH WAY. MAIN RUNNER TO .d k REFLECTED CEILING PLAN 7180 SW Sandburg-Suite 100 TOILET TISSUE SUSPENDED CEILING TO STRUCTURE BEGIN BRACING DISPENSER MEMBER LMAX SHAPE CONFORM TO OSSC RULINGTigard, Oregon • • • METAL TOILET PARTITION EXISTING ACCESSIBLE SINK WITHIN 6' OF PERIMETER AND » WITH ANSI 117.1 TYPE EMT 5'-10" o FOR 2014 OSSCS SEER 2" FROM CROSS MEMBER 2 MIN. ACCESSIBLE URINAL FAUCET GRAB BARS "O EMT 7,-8„ ° GENERAL NOTEILIFO • 1 0 EMT 9 -9 o NOTE: MAIN AND CROSS INDUSTRY STANDARDTPOP RIVET 350 S125-33 7'-8" C MEMBERS CAN ONLY BE OR CEILING SYSTEM Sheet Ti!e: METAL URINAL SCREEN INSULATE EXPOSED PIPING 350 S162-33 (2) 10'-0" C CONNECTED TO WALL • POSITIONATTENT CLIP IN FIXED j� 350 S162-33 (2) 13'-4" i ANGLES AT TWO (2) Details 350 5162-33 21'-O" © ADJACENT WALLS 1/ ATTACHED EDGE Toilet Room Elevation ' Suspended Ceiling Section Ceilin Section at Edge i g A3.[ "-1'-0" 3.1 ALL CONNECTION DEVICES TO BE OF AN APPROVED A3.1 3"=1'-0" d-RestroomElevation-1 Suspended Ceiling Section without seismic joint—r1 TYPE AND HAVE A 100# RATED CAPABILITY. Ceiling Section at Edge 2X6 MIN. 2X6 MIN. WIRE INSIDE, WHERE FULL—DEPTH BLOCKING Revisions: IEACH,SIDE OCCURS (MAY BE 1333 33 3333 333333333 333 33333 3?333333))5')33333333333?3333 33333333333?3333 ���.���������...��������������.���.« WI. 1130011%, i OFFSET 2" OUTSIDE OF - - IPT ylrlrfrfqrr-lrfrtl T T T T � +1811 2X6 MINIMUM VERTICAL BRACE ALSO} 4 � �� ir 1 1 I 141 Pi I EMT OR STUD PER TABLE Ya"0X1Y2" LAG SCREW 1 i IF* a!__ 5/s's�XiY2' LAG SCREW 1 �i I NOTCH EMT, FLATTEN, ti A � ;i 1' .4.�����"AT1 AND FASTEN WITH (2) _ .-1� ,� , #8 WOOD SCREWS r ' i +M NOTCH END OF STUD MIN. (3) TIGHT TURNS tn OR EMT (FLATTEN AT EMT) (2) #10 SMS c.)•\,: ` MIN. (3) TIGHT TURNS ' i; 12 GAUGE SEISMIC WIRES, TYPICAL 12 GAUGE SEISMIC WIRES MILDREN DESIGN GROUP, P.C. 2017, All 4'—O" 0/C RIGHTS RESERVED UC 'i OR THESE DRAWINGS ARE THE PROPERTY OF' �i.... 10 GAUGE SEISMIC WIRES MILDREN DESIGN GROUP, P.C., AND ARE NOT TO SE USED OR REPRODUCED IN ANY ® 5'—O" 0/C MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. WIRE INSIDE, WHERE r OCCURS Date: 23 October 2017 MAIN RUNNER (HEAVY DUTY) Drawn by: Checked by: SECTION BK Job Number: 117122 • 11 Hanger Wire at Wood Structure Sheet EMT Brace at Wood Structure 9 EMT or Single Stud at Main Runner rieSeismic Splay Wires at Wood Structure A3.1 3"=1'-a„ . i $1 �3=1 -0 »=1 -0 Structure - / .9.:y3 EMT Brace at Wood Structure A3.1 EMT or Single Stud to Main Runner 3'1 3 Seismic Splay Wire at Woad Structure 'ermit Submittal -- October 2017 A3. 1 3 PLASTIC LAMINATE FACE SEALANT / 2'-1" / » frtmasolgao.'"*--, A3.2 PLYWOOD WITH PLASTIC PLASTIC LAMINATE 2'-1» LAMINATE. ATTACH TO STUDS / MAXIMUM / WITH (2) 2 " TYPE S BUGLE MILDREN DESIGN GROUP, RC COUNTERTOP AND SPLASH HEIGHT / �- HEAD SCREWS, COUNTERSUNK. PLASTIC 4 TO TOP - /// SET IN SEALANT BED ARCHITECTURE • SPACE PLANNING r OF SINK I'// . 7650 S.W. Beveland, Suite 120 LAMINATE - b r COUNTERTOP AND AND/OR SPLASH _ _ CUNTER r Tigard, Oregon 97223-8692 z _ � ^rte s.,..,....._....,......_... ......._............ NN\ (503) 244-0552 II f ► � ° I I ZN _ -CONTINUOUS , I I —WIRE PULLS SHIM CABINET I r°° ° ° FRENCH CLEAT SHIM L — == — BOX AS REQUIRED MOUNTS TO IN- CABINET BOX ( ) ' ,.- ,,_. r�.�- , �,. _...,,�. . ., , _ - NOTE: HIGH DENSITY _ — / [��, ° WALL BLOCKING. AS REQUIRED — PARTICLE BOARD MAY BE N ^ — — — — ` o ° I 1"L�—ri SUBSTITUTED FOR PLYWOOD UPON ARCHITECTS REVIEW `�J/ `U/ (TWP) 3/4" MDF \\ TH 0, 2'-0 WIRE PULLS ADJ. SHELVING - _ _ ^' ` 3 PLASTIC OLAM LOD AMINATE AT ``"00 _ e e MELAMINE FINISH. co V N d MIN. b I o \ 7 COUNTER TOP AND EDGE. • Ng) i 3 4" MDF DOORS N I ._.i ATTACH TO SUPPORT W/ N ADJUSTABLE SHELVES i _ / e ° PLASTIC LAMINATE I N e ° COVER BOTH FACES N #10 x 2" SCREWS AT 6" -, i p=J - ° FACE AND EDGE ° e AND EDGES W/ PLASTIC LAMINATE • • 0/C, COUNTERSUNK — — — 7 ° I vi ° ° , ° MELAMINE INTERIOR PLASTIC LAMINATE • FACE AND EDGE BAND = _ = • ° MELAMINE INTERIOR •° WIRE PULLS TYPICAL MELAMINE INTERIOR N P'" - k -"Xi 14X-1 \ 1 0..._.... _4„ , ., . „ c .. L. OD AR C s,,, , ..: .:,_ :„ 1 --1 A ..:, UNDERCOUNTER 3" `-BASE - SEE FINISSCHEDULE r l'-'0" BASE - SEE FINISH SCHEDULE DANIE 4 y REFRIGERATOR, VERIFY / SCRIBE TO FLOOR „ CLEAR FLOOR STRUCTUREV'r 3" SCRIBE TO FLOOR • 2 4 SPACEREQUIREMENTS WITH 1 / TiARO OREGON A. REQ E I \ ���?'`- ' A3.2 A3.2 TENANT ?)J((/ 1ri; Base Coffee Bar Elevation Cabinet wtih Drawer Section 3 Upper Cabinet 4 Base Cabinet Section OF3 "=1'-O" 31) "=1'-O" 3 1j"=1'-0" 3 1x"=1'-0" Were Elewtian aide approach \463. cabinet with drawer d-6410-casework-upper cabinet d-6410-casework-base cabinet with sink Client: 1. SPECIAL INSPECTION OF CONCRETE ANCHOR INSTALLATION IS REQUIRED. McCormack 2.APPLICABLE BUILDING CODES: 2012 IBC, 2014 OSSC, ASCE 7-10, ACI 318-11, NDS 2012, AND NWCB FIELD TECHNICAL INFORMATION 401 (REVISED 10/09). APPLICABLE OREGON Properties STATEWIDE CODE INTERPRETATIONS FOR OSSC SECTION 1613.1 (7/2010), AND ASCE 7 p SECTION 13.4.5 (4/2011). 3.THESE DETAILS MAY BE APPLIED TO ALL SEISMIC DESIGN CATEGORIES WITH AN SDS LESS THAN, OR EQUAL TO 0.75G. 4.LATERAL BRACING TO THE STRUCTURE IS NOT REQUIRED FOR SUSPENDED CEILING AREAS LESS THAN, OR EQUAL TO, 144 SQUARE FEET AND SURROUNDED ON ALL (4) SIDES BY WALLS OR SOFFITS BRACED TO THE STRUCTURE. 5.CEILINGS WITH PLENUMS LESS THAN 12 INCHES TO THE STRUCTURE ARE NOT REQUIRED TO 7190 SW Sandburg St. HAVE LATERAL BRACING. Tigard, Oregon 97223 6.WEIGHT OF SUSPENDED SYSTEM SHALL NOT EXCEED 4 PSF. THIS INCLUDES THE CEILING - GRID, PANELS/TILES, LIGHT FIXTURES, AIR TERMINALS, ETC. 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 Project 2500 SQUARE FEET. EACH AREA OF SUSPENDED CEILING SHALL HAVE A RATIO OF THE LONG SIDE TO THE SHORT SIDE OF LESS THAN, OR EQUAL TO 4. for 8.ALL MAIN RUNNERS SHALL BE HEAVY-DUTY AND ALL CROSS TEES SHALL BE CAPABLE OF T.I.1 SUPPORTING THEIR LOAD WITH A MAXIMUM DEFLECTION OF THEIR SPAN/360. 9.CHANGES IN CEILING PLANE REQUIRE BRACING TO THE STRUCTURE. Whitaker Ellis 10. SPREADER BARS ARE REQUIRED AT THE ENDS OF THE MAIN RUNNERS AND CROSS TEES Builders, Inc.THE PERIMETERS. WIRES ARE NOT PERMITTED IN LIEU OF SPREADER BARS. SPREADER BARS ARE NOT REQUIRED WHERE THE RUNNERS ARE DIRECTLY ATTACHED TO THE PERIMETER CLOSURE ANGLE. SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 INCHES OF THE PERIMETER WALL. 11. HANGER, OR SEISMIC SPLAY, WIRES MAY NOT BE BENT AROUND MATERIAL OR EQUIPMENT. 12. LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE (1) 12GA HANGER WIRE 7180 SW Sandburg-Suite 100 FROM THE FIXTURE TO THE STRUCTURE. THIS WIRE MAY BE SLACK. 13. LIGHT FIXTURES WEIGHING MORE THAN 10 LBS, BUT LESS THAN 56 LBS, SHALL HAVE (2) Tigard, Oregon 12 GA HANGER WIRES AT OPPOSING CORNERS FROM THE FIXTURE TO THE STRUCTURE. THESE WIRES MAY BE SLACK. 14. LIGHT FIXTURES WEIGHING MORE THAN 56 LBS SHALL BE DIRECTLY, AND INDEPENDENTLY, HUNG FROM THE STRUCTURE WITH A MINIMUM OF (4) 12 GA HANGER WIRES (OR MORE IF Sheet Title: REQUIRED), ONE AT EACH FIXTURE CORNER. THESE WIRES MUST BE TAUT. 15. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE Details ABOVE WITH A 9 GA HANGER WIRE, OR APPROVED ALTERNATE SUPPORT. PENDANT MOUNTED FIXTURES MAY NOT USE THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. 16. MECHANICAL: TERMINAL OR SERVICES WEIGHING MORE THAN 20 LBS, BUT NOT MORE THAN 56 LBS, SHALL HAVE (2) 12 GA HANGER WIRES AT OPPOSING CORNERS FROM THE FIXTURE TO THE STRUCTURE. THESE WIRES MAY BE SLACK. 17. MECHANICAL: TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS SHALL BE DIRECTLY • AND INDEPENDENTLY HUNG FROM THE STRUCTURE WITH A MINIMUM OF (4) 12 GA HANGER WIRES (OR MORE IF REQUIRED), ONE AT EACH FIXTURE CORNER. THESE WIRES MUST BE TAUT. 18. SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2 INCH OVERSIZED RING, SLEEVE, OR ADAPTOR THROUGH THE CEILING TILE THAT 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. qr( Suspended Ceiling General Notes Revisions: scale nded Ceiling General Notes vertical 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: 23 October 2017 Drawn by: Checked by: BK Job Number: 117122 Sheet Permit Submittal - October 2017 A3.2