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Plans (7) BUP2 (1) 1 - 00295 OFFICE COPY I WI."II Lit ci, k r/EilLis = , Atwootiow ,,,,,RCEIVED MILDREN DESIGN GROUP, P.C. .=: , 0 - Ltilt• rsq Inc ARCHITECTURE • SPACE PLANNING NOV $ 2017 7050 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 CITY Chi~TIGARD (503) 244-0552 0 BUILDING DIVISION ommTcl 0 0 S W S c) n 0 0 Ur 0 S loillci 0 0 SEL or , 00n TfloQro ,0-.) /Its, A., ,i, Code Analysis Deferred Submittals General Notes # tiot iliilts*'1".P ri ,,, BASED ON THE 2012 INTERNATIONAL BUILDING CODE IBC WITH 1' (IBC) t`r DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. OF (" 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 BUILDING. THE DEFERRED SUBMITTAL DOCUMENTS SHALL NOT BE INSTALLED UNTIL THE B. ALL HARDWARE IN ACCORDANCE WITH ANSI 117.1. Client: 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: 1OB FOR EACH 3,000 SQ.FT. OF FLOOR McCorrr1ack 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: 8/S1 OCCUPANCIES, PER OSSC SECTION 302.1 FABRICATION OF THE FOLLOWING EXCEED 75'. FIRE EXTINGUISHERS TO BE NEAR EACH Properties les REQUIRED EXIT AND EVERY SEVENTY FIVE FEET ALONG THE 1 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—RESISTAN EMATING 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. T.I. for EXTERIOR BEARING WALLS: 2 HR. EXTERIOR NON—BEARING WALLS: 0 HR. K. NEW PAINT THROUGHOUT SUITE 100. INTERIOR NON—BEARING WALLS: 0 HR. Whitaker Ellis 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'—O" 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 EMERGENCY LIGHTING: Area Of Work IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE PORTION OF THE EXTERIOR EXIT DISCHARGE Sheet Title: 14 jr,--Ar—__—__ - 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 1 C AN EMERGENCYPOWER SUPPLY CAPABLE OF PROVIDING POWER FOR A DURATION OF -- - __ I __ _ A NOT LESS THAN 90 MINUTES PER OSSC SECTION 1006.3. 4 4 " -- -- - -- -- 4 .1 \...) i Plumbing Requirements ri00.(l OCCUPANT LOAD PER OSSC TABLE 2902.1 i, B OCCUPANCY: 5,492 SF/100 =55 PERSONS {U 28 MALE, 28 FEMALE „� IT___Fi I 1 ^ 1 1 )IIIIIIIII:ir WATER CLOSETS: 1:25 FOR FIRST 50 1LAVATORIES: 1:40 FOR THE FIRST 80 � — .c I► RevisionS OCCUPANCY: 5,906 SF/500 = 12 PERSONS # i , 12 MALE, 12 FEMALE , OFF��� �v�P.iWATER CLOSETS: 1: 100 - — k I ) aCITY OSP TIGARD CO LAVATORIES: 1: 100 �`,IA o y REVIEWED FOR CODE COMPLIANCE RE UIRED PROVIDED ��������`' o ' / ' Approved: I _IQ o Existing OTC: 3 �\O CC.� 3ik --118' LAVATORIES I Budding Existin Permit#: Rfi'Ja�Ol7-0e)-'' �S'Address: 1 R O �„t.S chci 1-sHNMALE 1 2 0 • � '� FEMALE 1 2 Building Suite# L _ S WATER CLOSETS Date: j I.MALE 1 3 ! By: FEMALE 1 2 ' :I'll' ii MILDREN DESIGN GROUP, P.G., 2017, ALL URINALS MALE 0 1 a a tl a2 RIGHTS RESERVED MILDREN DESIGN GROUP, P.C., AND ARE SINKS 0 2 ® THESE DRAWINGS ARE THE PROPERTY OF NOT TO BE USED OR REPRODUCED IN ANY ' all ' PERMISSION MANNER, EXCEPT MILDREN DESIGN GROUP,PNC 1 :3) ` Date: 23 October 2017 -- -- -- CITY OF TIGARD " Drawn by: Checked by: "- Approved by Planning BK Date: ______111a42_ I Initials: I T a Job Number: 117122 ilk Site Plan Sheet No Scale . ‘ Permit Submittal - October 2017 Al Demolition Keynotes a--------. 01. REMOVE WALL TYPICAL 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( 05. 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 , I • _ tso) 144 -,V 1 4t O. 0 * I I r i---- : i— , •4 ye,, TARD, OREGON p.3 • i ELEC. 1 OF RM. 1 Client: McCormack Properties 0 7190 SW Sandburg St. (---- SI 7 II . Tigard, Oregon 97223 _ 0 _ ____e___{,____... ........ — — , .,. Ea_ -0...:-.) it 11-- _____) ---1 -/ iP ji , 0 --„. ) . Project: b . i 1 1 1 'CD 0 1 CD 0 it 4 i..-F1- 1 I ) ( . li T.I. for S.. ..,_ • --r"1" I '. o 0 Whitaker Ellis II 4---- ,- - - - . _ L,-) I- , ca Builders, Inc. - - 1 1 CD 14 0 ) , °-,-41- 32 7180 SW Sandburg-Suite 100 III Tigard, Oregon II = = = = D i 0 I- ll I 1 -114 I j 0 0 lit_ Am. II I I -% J11111 IL - I ---1-1 1) a [1E5 , r- Sheet Title: 0 _ —I) 0 0 Ili d II H / 0 EI Ii - ..... ' b u 4 ..- CD , Demolition II Plan I ,====„ FL a d 'I -1- ii a if _ _ _ a if I ' 6 a rf ..... 0 Revisions: int Demolition Plan Mr0 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 O'' 1. ACCESSIBLE COFFEE BAR WITH SINK AND UPPERS AND Ileissaisseall"'-- SPACE FOR UNDER COUNTER REFRIGERATOR - SEE DETAIL 1/A3.2 MILDREN DESIGN GROUP, P.0 2. INSTALL RELOCATED COUNTER IN EXISTING OPENING 3. PROVIDE VCT IN FRONT OF COFFEE BAR, ALIGN WITH DOOR ARCHITECTURE • SPACE PLANNIN( O1 t t t 5 6 1 ® 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 I I I I I I / DOORS 5. REPLACE CARPET AND RUBBER BASE 6. PROVIDE 20 AMP DED. CIRCUIT AND (2) CAT 5E, VERIFY © O ANT 7. VCT WITHAND N RUBBER BASE TO REMAIN 8. CARPET AND RUBBER BASE TO REMAIN THIS AREA I I I I I I I I 1 9. SEE DETAIL 5/A3.1 FOR RESTROOM ELEVATION 10. NEW WALL TO ALIGN WITH EXISTING MELti=1 11. ALIGN EDGE OF NEW WALL WITH END OF EXISTING • - 12. FURNITURE AND EQUIPMENT BY TENANT 9 \ I 6- - - -; - - - I C 13. ALTERNATE PRICE FOR POLISHED CONCRETE THIS ROOM ONLY T 14. CLOSE AND LOCK STOREFRONT DOOR; POST INTERIOR SIGN ELEC. I "NO EXIT" RM. 1 15. RELOCATED DOOR 16. INSTALL RELITE IN TIMELY FRAME IN EXISTING OPENING; I I I I I I I FIELD VERIFY OPENING SIZE 17. ACCESSIBLE CLEAR FLOOR SPACE SHOWN DASHED TYPICAL ARE N.Cr Att I I I XXXXX OUSE I I I DANIE 4j5 y E EXISTING STORAGE/SERVER RM. MEN 5905.7 S.F. aTIGARD, OREGON E 104EXISTING MEN EXISTING WOMEN EXISTING STORAGE r' XXXXX B6 A/XAB/X 8/X /500TS ;1.8 OF �" 121.58 S.F. OO ® 113.88 F. E E E EXEMPT /100 = 1.1 O XXXXX XXXXX XXXXX 81.6 S.F. 14'-6" I I B:EXITS 11 5._O.. ® EXEMPT I 91.04 S.F. I 31.17 S.F. I EXEMPT EXEMPT k�i A.5 - b - - - - - -R - ....... 7--13 - R - I - ._. - - - - Client: !' �r I I I - - - 2 - - - - - - - -� O 1 I , I 1 \ / \,� co A31 -, r-n , _ ,- Wall Legend McCormack I n�3� I I & I I I I `� /s Cs) \\', I I I d o R I R I N a I I I I 1 I 0i l WS \ I I I I I I - - - - I I I II 1 1 EXISTING WALL TO REMAIN Properties 9® _ ® ®V® J ® -I- L7 o uor4o,u�aoa - -1 L _I_ 1 I T I I I I I I -fi -1 o - T•: N ROOM SAFETY SUPPORT Ir-� E J EXISTING WALL TO BE REMOVED 0 0 106 \ N I I 1 I I I I I V I •EPIC L_ J WOMEN A4 A X XX E -- Jill i I I I I & I I I I I XXXXX IFS s=Krr "IEFI NEW WALL TO BOTTOM OF CEILING 103 -F♦ _ V I_EI 611.08 S.F. 655.27 S.F. ®I- =I ® ®Vg ® -h a8� A4 A X A9 I XXXXX /100 = 6.1 /100 = 6.6 I I I 1 11 I I r -- NEW WALL TO BOTTOM OF STRUCTURE 418.16 S.F. 1 39.2 S.F. B:EXITS 1 B:EXITS 1 I -1 1 OPS ESTIMATING/MARKETING p EXEMPT I �I /100 = 4.2 1+, 102 ._....._._ ......_.... % �� ® zF 7 I L - - _� _ : E 18 w1 7190 SW Sandburg St. B:EXITS 1 N 3 -2 �� TABLE 10 XXXXX �,o 1116111=116 1116111 = NEw P c A4 A XXX / O 51 I (� 1602.97 S.F. "" 1251.2 S.F. L 1 ___ _ ________E7(IT TRAVEL DISTANCE_79=3_'________J L J A ''bDIFICA TION Tigard, Oregon 97223 /100 = 12.5 © I - - I �_-_-_-___-_-____.TOO = 16 COMMON PATH OF TRAVELn64•-0• B:EXITS 1 E L I /B:�EXITS 1 I I q o a _ _ y� BID BOARD I p I Project: ` I -}� WAITING0 0 -j 1 C4XXX I 1 d �� I €II I I I o A4XXX CONFERENCE #3 42.44 S.F. W I-GANDN IA =I 14 249.33 S.F. - E /100 = 0.4 Sloraas I PLOTTER , �OFF '� -�- u -'� Room Symbol Legend T.I. for L ?1-6 I I /100 = 2.5 A4XXX B:EXITS 1 L Desk J LIPFT6s J E - o �� a - ij I - - B:EXITS 1 i 237.21 S.F. b - d 'I - - I,- a 4 _ _ I - B4BB9 - - I' o - o - CONFERENCE #2 I 115.82 S.F. CONFERENCE #1 ROOM NAME Whitaker Ellis /15 = 13:8 a B:EXITS 1 Q I a E ( /100 = 1.2 E I_ I _ OFFICE ROOM NUMBER �� 154.54 S.F. 1 B:EXITS 1 XXXXX S.F. 3L /15 = 10.3ROOM AREA/LOAD 101 ROOM FINISH Builders, Inc. A3.1 B:EXITS 1 B:EXITS1 10.3 _ FACTOR XXX/1 _` _ _ _ o - d _ s -� B: 2 100:2 NUMBER OF B: 2 E ITS OCCUPANTS 9 OCCUPANCY GROUP PER NUMBER OF 7180 SW Sandburg-Suite 100 IBC TABLE 1004.1.2/NUMBER EXITS PROVIDED Tigard, Oregon Sheet Title: Alk Floor Plan Floor Plan 1110 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 CI 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 1. REMOVE SUSPENDED CEILING GRID, TILE AND LIGHTS 2. REMOVE EXISTING LIGHTS THIS SUITE -helserionon"-----„, MILDREN DESIGN GROUP, PC ARCHITECTURE • SPACE PLANNIN( 7650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 (503) 244-0552 1 2 3 4 5 6 7 C 9 400 ARC-53 DANIE 4#100445 1 y ' © �1rJ ^AD , _ TI ARD, OREGON TiI '� —� — I ❑ a L ❑ A J t I �� ��// ELEC. 1® T 94 OF 0 RM. I I I I I I I Client: McCormack I I I I I I I Properties O 9 0 I I I I I I I 7190 SW Sandburg St. ® Tigard, Oregon 97223 H — — k— k -1-' la— _ _ _ _ _ _ _ _ Project: I I I :.� I I I I I I : . � I ' ' I I I I — • r ;Lzer Ellis — _ _ L _ J_ _ 1 - -_ I I _ I w ��� _ : : r : - L - -I- 1 Builders, Inc . x _ x x --- >< x I_ — 1- — —I— — -I- — \ \ \ L. ■ ■ s�t�_ L — _ 7180 SW Sandburg Suite 100 I- - 1- --1- - 4 — _ - . ___ - I I I_ _ I I I I I I I _ Tigard, Oregon X ( x IIII Elan ■;■ � I �■ ~ - 1. --I— _ 4 _ _ I II■ MIME x x I I � Sheet Title: ,= II��� — a - _ b o a I Reflected �■ R 1 ill 1 I� D all I_ ' Ceiling _c. emolition � Plan Revisions: it Reflected Ceiling Demolition 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: 23 October 2017 Drawn by: Checked by: BK Job Number: 117122 Sheet Permit Submittal - October 2017 A2.3 Keynotes O� 1. EXISTING SUSPENDED CEILING TILE, GRID AND LIGHTS TO REMAIN „dr 2. NEW SUSPENDED CEILING GRID AND ARMSTRONG SECOND MILDREN DESIGN GROUP, P.0 LOOK II TILE AT 9'-0" AFF — SEE DETAIL 6/A3.1 3. EXISTING GYPSUM BOARD CEILING TO REMAIN ARCHITECTURE • SPACE PLANNIN( 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 PARABOLIC LENS :a:7i 2x4FLUORESCENT LAY—IN FIXTURE WITHfj1 2 3 4 5 6 7 8 9 PARABOLIC LENS ON EMERGENCY BATTER BACK UP `'4t EXISTING FIXTURE TO BE REMOVED �s`� f� I I OS _ p4 DAME 45 5 H LIGHTED EXIT SIGN (PROVIDE IF NONE EXISTS) y% � ® AO TIG ARD, OREGON (` A h 1...________I I i Imo---➢ 1/--IL J1 u i L i - i 11-B ✓A" V ® T 0 EXHAUST FAN, VENT THROUGH ROOF �7�i OF �5�, ELEC. 4 1L RM. ' I I 1 I I I Client: McCormack I I I I Properties 1 I © I I I © O I I I I 7190 SW Sandburg St. — — ® A e — — -Q r-- d Tigard, Oregon 97223 / � / _ II. - AA Project: - IN iiu�_ I I_- o __ 1 Aor■■ray ' I IY 0,.,, I I /LI/ I�� - I , . SMSA/% 1� T.I. for vim. - .y :: meq.imm �1 -.::\_ 'rlI drillir I 1 1r.. ... . • . :: :: Whitaker Ellis "tIIIS 1■. _;h...,, ::. _ Builders Inc. , prop ■:.■ IS ' ;.: ' II-illWilppen id MM. 7180 SW Sandburg Suite 100 O Tigard, Oregon - I I Mir I - A III I I \ �■ _� _: - I ,,,,am ; •Iu`-2: -1 So 1� ■ ...... 1.1,111, i MOWN Sheet Title: a-sailI�1 I1.1 _ -. I Reflected _ ' ® 5 Ceilin Plan g, , , , —• _� — — — Revisions: iik Reflected Ceiling Plan Nip" 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: 23 October 2017 Drawn by: Checked by: BK Job Number: 117122 Sheet Permit Submittal - October 2017 A2.4 .... EXISTING ROOF INSULATION L // / // // .q / R-13 BATT INSULATION ' 2 x 4 BLOCKING 2" DEEP, 18 GA TOP TRACK. MILDREN DESIGN GROUP, P.C. DO NOT SCREW GYPSUM I EXISTING SUSPENDED CEILING SYSTEM FALSE MULLION TO ARCHITECTURE • SPACE PLANNIIVC " BOARD TO TRACK MATCH EXISTING SYSTEM . 7650 S.W. Beveland, Suite 120 lir " GYPSUM BOARD 6" X 22 GA METAL JOIST AT Tigard, Oregon 97223-8692 1111 AT EACH SIDE • 16 0/C ""IL SEALANT TAPE (503) 244-0552 _ 71 5/8" GYP BD FASTEN TO STUDS AND JOISTS WITH _ )? C-e) ! TYPE "S" SCREWS AT 8" 0/C AT PANEL EDGES AND 12" ."/ NEW SUSPENDED CEILING SYSTEM 0/C AT INTERIOR SUPPORTS �� ..• '41D .' EXISTING SUSPENDED CEILING SYSTEM • ALUMINUM BRAKE SHAPE (o :� 5/s" WATER RESISTANT, • TO MATCH EXISTING SYSTEM 24" 0/C STUD CHART: GYPSUM BOARD AT TOILET • 362 S 125-18 TO 9'-3" • • SEE DETAIL 4/A3.1 FOR STUD CHART ROOM SIDE • 362 S 137-33 TO 17'-6" �' .• / • 3s/s" 25 GA STUD AT 24" • • 400 S 162-33 TO 19 -10" .' .. •�IIIIIIIIIi (III INTERIOR OFFICE WALL • 600 S 162-33 TO 25'-1" • 0/C TYPICAL, 20 GA AT • TOILET• ROOM • '. 16" :. 0/C WHEN SUPPORTING NOTES: WATER , 'AI S • SEE A/E FOR ALTERNATE SIZES R1T A NUL AT TOILET r • ALLOWABLE HEIGHTS BASED ON 5 PSF LATERAL LOAD, 1/120 ROOM WALLS AND CEILING •I DEFLECTION, NON-COMPOSITE, FULLY BRACED CONDITION. SEE VAPOR BARRIER ; ; DETAILS FOR FULLY BRACED .. • • VALUESBASED ON AISI S100-07 WITH SUPPLEMENT S2-10 AS •• 6 RUBBER BASE •• Illftl REFERENCED BY 2014 IBC ,� `A '/••• ,7 4" RUBBER BASE I „ POWER, ACTUATED FASTENERS: • .,� • STUDS AS MANUFACTURED BY SCAFCO STEEL STUD COMPANY 4r�'4 RUBBER BASE I� •0.145 d x MIN. EMBED AT ti OR APPROVED EQUAL'►-►.�� i 12” 0 C WALL 70 22'-0» `'`I �� J� iI / 4 � BOTTOM TRACK TO SLAB ` ��Ni� •0.145"� x " MIN. EMBED AT DAME 1' • / : \ WITH POWDER DRIVEN � 11101111� 6"�0/C, WALL TALLER THAN y E TI ARD, OREGON os ,, ANCHORS AT 4 -0 0/C I ' t I 22 -0 r � 1 Full Height Wall (-2- Wall Section at Toilet Room 3 Wall at Storefront with False Mullion (.4.' Stud Height Chart OF A3.1 3 =1 -o A3.1 3 =1 -o A3.1 3 =1 -o A3.1 1 e2d wall Section at Toilet Room 1 icI Stud Height Chart 8" Client: PLASTIC LAMINATESFLOOR OR ROOF STRUCTURE /� i" CLR �� TYPICAL HANGER WIRE #12 WAINSCOT AT THESE McCormack TWO WALLS ONLY AT 4' 0/C OR #10 AT 5' TIE ENDS OF MEMBERS TO ,,. " ci,,,, 0/C WITH MIN. (3) TIGHT • EXISTING MIRROR PREVENT SPREADING TURNS WITHIN 3" Properties EXISTING LIGHT FIXTURE + ADDITIONAL HANGERS AT ALL E 8 10 MEMBERS WITHIN 8" OF . VERTICAL GRAB BAR A3.1 A3.1 A3.1 PERIMETER : I I SUSPENDED CEILING - SEE VERTICAL BRACING AT 12'-O" k REFLECTED CEILING PLAN \ .,_,_, �� s» 0/C EACH WAY - SEE TABLE BELOW • � V PROVIDE COUNTER SLOPE RUNNER FREE TO SLIDE ON 7190 SW SandburgSt. HANGERS IF HANGER IS MORE 2" MIN. CEILING SYSTEM'S ATTACHMENT CLIP s" \ a'-4• -J I 1 cam' THAN 1:6 OUT OF PLUMB Tigard, Oregon 97223 //, 3.--o" ,-s„ �'_o" SECURE ALL HANGERS TO , 1 BUILDING STRUCTURE. TRAPEZE CEILING SYSTEM ANGLE MOLDING DUCT WORK AND OTHER LARGE / FREE EDGE r' 1'-6" \ rr o T '1 - ) OBSTRUCTIONS PER SMACNA / — Project: i 1 i -3 8" T.I. for C a C \8" MAX. t �' / , x , 6 -0" MAX 9 MAINTAIN CLEARANCE BETWEEN // TYPICAL HANGER WIRE #12 Whitaker Ellis • GRID AND ALL EQUIPMENT - .�'' —� / .t - o a AT 4' 0/C OR #10AT5 1. "' i HEAVY-DUTY MAIN RUNNERS • 0/C WITH MIN. (3) TIGHT Builders Inc. ;, N 7 AT 4' 0/C SUPPORT WITH TURNS WITHIN 3" _,,_ `—~ �I a�I \ A3.i #12 WIRE AT 4' 0/C OR WITH � I ' #10 WIRE AT 5' ON CENTER 10 \ EACH WAY • `�, - - ACCESSISLE TOILET LATERAL BRACING AT 12' 0/C .`I I SUSPENDED CEILING - SEE + EACH WAY. MAIN RUNNER TO d �` REFLECTED CEILING PLAN 7180 SW Sandburg-Suite 100 TOILET TISSUE MEMBER LMAX SHAPE SUSPENDED CEILING TO STRUCTURE BEGIN BRACING Tigard, Oregon DISPENSER CONFORM TO OSSC RULING g METAL TOILET PARTITION EXISTING ACCESSIBLE SINK WITHIN 6' OF PERIMETER AND » WITH ANSI 117.1 TYPE 2 0 EMT 5'-10' o FOR 2014 OSSC SEE • 2 MIN. FAUCET GRAB BARS "0 EMT 7'-8" o GENERAL NOTES FOR • 2" FROM CROSS MEMBER ACCESSIBLE URINAL 1"0 SUSPENDED CEILINGINDUSTRY STANDARD POP RIVET 1 0 EMT 9 -9 o NOTE MAIN AND CROSS 350 S125-33 7'-8" C MEMBERS CAN ONLY BE OR CEILING SYSTEM Sheet Title: METAL URINAL SCREEN INSULATE EXPOSED PIPING 350 S162-33 (2) 10'-0" C CONNECTED TO WALL POSITION ENT CLIP IN FIXED 350 S162-33 (2) 13'-4" I ANGLES AT TWO (2) Details 350 S162-33 21'-0" 0 ADJACENT WALLS 1/ — ATTACHED EDGE 5 Toilet Room Elevation 6 Suspended Ceiling Section 7 Ceiling Section at Edge A3 [ x"=1'-O" A 31 ALL CONNECTION DEVICES TO BE OF AN APPROVED I A3.1 3"=1'--0» d-RestroomElevation-1 Suspended Ceiling Section without seismic joint-ri TYPE AND HAVE A 100# RATED CAPABILITY. �, Ceiling Section at Edge • 2X6 MIN. 2X6 MIN. WIRE INSIDE, WHERE FULL-DEPTH BLOCKING Revisions: EACH,SIDE X333 333333)33333333 333 333333?33333333`i»333333333333?333333333333333?3333 OCCURS (MAY BE ... ...���...����.... ���\.���.« NO IL ����...��«����«i OFFSET 2" OUTSIDE OF Tirit- - T 3- .� �l TTT T T T �'��+��� 2X6 MINIMUM VERTICAL BRACE ALSO) / 1‘) � 4 1 I" 4 EMT OR STUD PER TABLE Y4"0X1Y2" LAG SCREW ii111144161111141AA1 /s'bX1Y2 LAG SCREW 1� _ NOTCH EMT, FLATTEN, ����� AND FASTEN WITH (2) �- .\ #8 WOOD SCREWS MIN. (3) TIGHT TURNS NOTCH END OF STUD MIN. (3) TIGHT TURNS OR EMT (FLATTEN AT EMT) (2) #10 SMS t,'., `' i; 12 GAUGE SEISMIC WIRES, TYPICAL 12 GAUGE SEISMIC WIRES MILDREN DESIGN GROUP, P.C., 2017, ALL 1 4' O" 0/C RIGHTS RESERVED 0 1. 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 CO 5'—O" 0/C MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. WIRE INSIDE, WHERE �, 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 8 ENAT Brace at Wood Structure 9 EMT or Single Stud at Main Runnerri") Seismic Splay Wires at Wood Structure A3.1 3°s=1'-Q„ �A1 3„=1'-0” A31 3"=1'—a" 1 3„=1'-0” Hanger Wire at Woo Structure. ' EMT Brace at Wood Structure EMT or Single stud to Main RunnerSeismic Splay Wire at Woad Structure Permit Submittal -- October 2017 A3. 1 3 PLASTIC LAMINATE FACE SEALANT / 2'-1" / „ ./n.1.•01010.'” A32 PLYWOOD WITH PLASTIC LAMINATE. ATTACH TO STUDS PLASTIC LAMINATE 21-1» MAXIMUM ,,,,� WITH (2) 2�" TYPE S BUGLE COUNTERTOP AND SPLASH / HEIGHT 7/ HEAD SCREWS, COUNTERSUNK. MILDREN DESIGN GROUP, P.0 PLASTIC 4 TO TOP 1-. // / SET IN SEALANT BED ARCHITECTURE • SPACE PLAN�t „ LAMINATE OF SINK / 7650 S.W. Beveland, Suite 120 o P. COUNTERTOP AND AND/OR s I I// uo i s SPLASH - COUNTER %z N Tigard, Oregon 97223-8692 s;.,.:___._.>a .»s�--._N.._......._..._..... _ + .�� ��` (503) 244-0552 Illso.- ►--. ft ZN CONTINUOUS , I I —WIRE PULLS SHIM CABINET A ' °° ° ° FRENCH CLEAT SHIM ( _1 BOX AS REQUIRED �_ MOUNTS TO IN- CABINET BOX NOTE: HIGH DENSITY �- - .....- = - -�-.:ffi y,t.- � \,� / PARTICLE BOARD MAY BE «o - - r gyp= 0 WALL BLOCKING. AS REQUIRED L — - i N o ° _T1 SUBSTITUTED FOR PLYWOOD - ° ° I I • UPON ARCHITECTS REVIEW ° ° ° ° o ° ° o ° (TWP) 3/4" MDF 2 • ADJ. SHELVING — --- g" PLYWOOD WITH 01 2'-0 WIRE PULLS - ° ° - I, ) PLASTIC LAMINATE AT "'I00 Co MIN. ° 0 "ca ° 0 MELAMINE FINISH. o -- / COUNTER TOP AND EDGE. I ADJUSTABLE SHELVES 0 10 3/4" MDF DOORS �� ._ -' ATTACH TO SUPPORT W/ IN " lN COVER BOTH FACES N #10 x 2" SCREWS AT 6" �,il7=2, 0 ° PLASTIC LAMINATE .I ° ° ° I - - I — ° ° FACE AND EDGE AND EDGES W/ PLASTIC LAMINATE • 0/C, COUNTERSUNK J ° ° I V . ° ° MELAMINE INTERIOR PLASTIC LAMINATE FACE AND EDGE BAND I I .- _ _ ° -• ° MELAMINE INTERIOR ° ° WIRE PULLS TYPICAL N i = - ° ° MELAMINE INTERIOR 1 a .. ` r :.I {I i , ,S ��' UNDERCOUNTER 3" BASE - SEE FINISH SCHEDULE 1 _0 BASE - SEE FINISH SCHEDULE DAME 40,100t..y REFRIGERATOR, VERIFY / / SCRIBE TO FLOOR CLEAR FLOOR STRUCTURE V. 3" SCRIBE TO FLOOR 2 4 SPACE REQUIREMENTS WITH 1 / / /0 TI ARD, OREGON (0, • A3.2 A3.2 TENANT Coffee Bar Elevation 2 Base Cabinet wtih Drawer Section Upper Cabinet -,4f). Base Cabinet Section OF -c t » 1' _O" 3. 1h"=1'-0" 1 »-1'-0" i 3 +7/ 14»-1,,`p" Alk Coffee ear Devotion skis approach d-6410-�..,.o*-goes cabinet wt drawer d-6410-casework-upper cabinet `�' d-6410-casework-base cabinet with sink -e$ 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 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. T,I. for 8.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. 1' 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 AT THE PERIMETERS. WIRES ARE NOT PERMITTED IN LIEU OF SPREADER BARS. SPREADER BARS ARE NOT REQUIRED WHERE THE RUNNERS ARE DIRECTLY ATTACHED TO THE Builders, Inc. 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. Details 15. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE 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.c, 5 Suspended Ceiling General Notes Revisions: 3 no scale Suspended Coiling General Notes vortical MILDREN DESIGN GROUP, P.C., 2017, ALL RIGHTS RESERVED CQ 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