Loading...
Plans BUP2015 - 00135 MILDREN DESIGN GROUP, P.C. rovemen ARCHITECTURE - SPACE PLANNING Tenan 7650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 (503) 244-0552 O o � 0 Voo,, nd C �� r00 o 0 0 � o O � D QOO OHO OHO 9 AREA OF WORK Code Analysis Sheet Index BASED ON THE 2012 INTERNATIONAL BUILDING CODE (IBC) WITH AO COVER SHEET AND SITE PLAN 2014 OREGON STRUCTURAL AND SPECIALTY CODE AMENDMENTS Al PARTIAL FIRST FLOOR AND REFLECTED CEILING 1 2 3 4 5 6 7 8 PLANS/DETAILS 11 OCCUPANCY AND CONSTRUCTION PER OSSC 304 AND 311 OCCUPANCY: B I I I I I CONSTRUCTION TYPE: V-B �ov 41;, \ O Cr�I FIRE-RESISTANCE RATING General Notes :k1A NIE 440Z30-5v REQUIREMENTS: PER OSSC TABLE 601 AND 602 \ STRUCTURAL FRAME: 0 HRS. A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS NOTIFY \ EXTERIOR BEARING WALLS: 0 HRS. TI ARD, OREGON ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK. O EXTERIOR NON-BEARING WALLS: 0 HRS. `,� INTERIOR NON-BEARING WALLS: 0 HRS. B. ALL HARDWARE IN ACCORDANCE WITH ANSI 117.1. OF v' \ FLOOR CONSTRUCTION: 0 HRS. C. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF NOT _ _ _ _ i ROOF CONSTRUCTION: 0 HRS. LESS THAN 2-A: 10B FOR EACH 3,000 SQ.FT. OF FLOOR AREA B \ TRAVEL FROM ANY PORTION OF BUILDING NOT TO EXCEED 75'. A I I \ \\ / FIRE PROTECTION: BUILDING IS EQUIPPED WITH AN AUTOMATIC FIRE COORDINATE LOCATION OF FIRE EXTINGUISHERS WITH FIRE Client: \ PROTECTION SYSTEM THROUGHOUT IN ACCORDANCE MARSHAL. P ifi N \ WITH OSSC 903.3.1.1 D. 100% SPRINKLERING TO BE MAINTAINED THROUGHOUT 1N ac C YY C \ FLAME SPREAD INDEX: PER OSSC SECTION 802 AND TABLE 803.9 ACCORDANCE WITH N.F.P.A. PAMPHLET #13 (BY SEPARATE PERMIT). ® 76-200 E. LEVEL 4 FINISHED WALLS, PAINT SYSTEM (1) COAT PRIMER, (2) Properties ®O O ® COATS ACRYLIC LATEX AT OFFICE SIDE OF WALLS AT NEW WALLS SMOKE DEVELOPED INDEX: PER OSSC SECTION 802 AND TABLE 803.9 AND WALLS DAMAGED OR MODIFIED DURING CONSTRUCTION. NOT MORE THAN 450 F. FURNISH THREE SILENCERS FOR SINGLE ACTING SINGLE DOORS. B OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT DO NOT FURNISH SILENCERS FOR DOORS WITH WEATHERSTRIPPING EXCEED 100'-0" PER OSSC SECTION 1014.3 OR GASKETING. �rL 6600 SW 105th Avenue I I I \ EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED G. VERIFY POWER AND DATA REQUIREMENTS WITH OWNER AND 300'-0" PER OSSC SECTION 1016.2 TENANT. Beaverton, Oregon 97005 \ H. CLEAN BLINDS, REPAIR OR REPLACE DAMAGED BLINDS EGRESS ILLUMINATION: PER OSSC SECTION 1006 1. REPAIR DAMAGED OR STAINED SUSPENDED CEILING TILES. MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING IS J. RELOCATE EXISTING LIGHT FIXTURES FOR NEW WALLS/OFFICE Project: OCCUPIED. PROVIDE MINIMUM 1 FC ILLUMINATION AT CONFIGURATION. OM EP FLOOR LEVEL. K. BALANCE HVAC FOR NEW WALLS/ROOM CONFIGURATIONS. OMEP *'3 EMERGENCY LIGHTING: IN THE EVENT OF POWER SUPPLY FAILURE, AN L. SALVAGE REMOVED DOORS, DOOR FRAMES AND RECITES FOR Suite 170 EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY POSSIBLE REUSE. Key Plan_ First Floor ILLUMINATE THE PORTION OF THE EXTERIOR EXIT M. ARMSTRONG SECOND LOOK TILE TO MATCH EXISTING. Tenant DISCHARGE IMMEDIATELY ADJACENT TO EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR 0 4 8 16 32 MORE EXITS WITH THE EXIT ILLUMINATION Improvement SUPPLEMENTED WITH AN EMERGENCY POWER SUPPLY Deferred Submittals p CAPABLE OF PROVIDING POWER FOR A DURATION OF 1° NOT LESS THAN 90 MINUTES PER OSSC SECTION 7650 SW Beveland Street m 1006.3. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE Tigard, Oregon 97223 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN g g 3 PLUMBING FIXTURES RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD Co OCCUPANT LOAD PER OSSC TABLE 2902.1 THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING - - - - B OCCUPANCY: 1st FLOOR: 17,000 SF 2nd FLOOR: 19,206 THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - TOTAL OCCUPANTS: 362 PERSONS REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO Sheet Title: 0Al 11 ❑ O ,� 181 MALE, 181 FEMALE THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS c c c c c c c c c c c SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL Cover Sheet c c c c c c c c c c /� DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. i 1: 1-25 OCCUPANTS FOR THE FIRST 50 1 2 1: 1-50 OCCUPANTS FOR THE THE NOTE: SUBMIT SHOP DRAWINGS FOR REVIEW OF DESIGN INTENT and REMAINDER EXCEEDING 50 COMPLIANCE PRIOR TO FABRICATION OF THE FOLLOWING O c C c c REQUIRED PROVIDED 1. MECHANICAL DESIGN CITY OFTIGARD 2. ELECTRICAL DESIGN Site Plan LAVATORIES 3. FIRE SPRINKLER REVIEWED FOR CODE COMPLIANCE MALE 5 5 4. FIRE ALARM Approved: ]l� 1 FEMALE 4 4 5. LOW VOLTAGE OTC: ] ] I WATER CLOSETS 6. EGRESS ILLUMINATI N Permit#: MALE 5 4 7. PLUMBING �yQI �Kp n FEMALE 5 6 Suite Address )-70)-70 �t� EXISTING BUILDING URINALS MALE 0 2 (V4-, nh� � _ nv _ i SINKS 0 5 " !�.. r Revisions: + • I � �,, DEFERRED RRED Fire SprinklerC C C C C C C CC_ C CC CC BEV T FireAlarm I /� 55r,,_• � " ' ,� �t4'" ' .'i - r • s�. r v,,� t � � Mechanicai. Plumbing �—. . Electrical c c c c c c c c c c c c c O c c c c c c c Q c c w { c Truss Engineering, .rte y '• : . n Z� Shop Drawings �y V SITE LOCATION ; ' Other -- `� y� �„ � �1.. � a'�"'"rdr„�.rrtr^,:;�. • � MILDREN DESIGN GROUP, P.C., 2015, ALL RIGHTS RESERVED i ^^ k)'. - �j�5•` r `�3n,r.µ`, THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE �, iTR ffi NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN �pM L� �x�a t'� ^,4� RR"" ' � �*•�«ynh e PERMISSION OF MILDREN DESIGN GROUP, P.C. Keynotes .� � n CITY OF TIGARD f "° Date 07 May 2015 i 1. EXISTING ACCESSIBLE PARKING STALL, AISLE AND SIGNAGE Approved by Planning JM1 Drawn by' Checked b y 2. BUILDING MAIN ENTRY Date: 5 �� >iS CJM BK DAV Initials: VhL; ��°`�__ v ��" w..w W. `� .i;�L._., " � , Job Number: 114159.05 i Site Plan Vicinity Map sheet N.T.S. 10 0 25 50 100 Permit Set - May 2015 AO OFFICE Cory Door Hardware Door Type Finish Schedule Keynotes Door Schedule GROUP 1 GROUP 2 GROUP 3 ROOM NAME 1. WALL TO BE REMOVED, SHOWN DASHED 2 PAIR BUTTS 2 PAIR BUTTS 2 PIVOT HINGES 7J. Floor Finish - A4 2. NEW DOOR AND RELITE IN TIMELY FRAMES, TYPICAL (REUSE NOMINAL SIZE DOOR FRAME 1 LOCKSET 1 LATCHSET 1 PUSH/PULL EXISTING IF POSSIBLE) MARK Type GLAZING HRDW. REMARKS 7'-s^ 6'-0' A. . MILDREN DESIGN GROUP, P.C. WIDTH HEIGHT THICK MAT'L FINISH MAT'L FINISH 1 CLOSER 1 STOP 1 STOP CARPET TILE 3EXISTING DOOR (AND RECITE WHERE INDICATED) TO BE 103 3'-0" 7 -0 ' 1 .3/4" A SC ST MTL FF -- 2 -- 1 STOP B. SHEET VINYL RELOCATED - CUT OPENINGS IN EXISTING WALL (SHOWN ARCHITECTURE • SPACE PLANNING 105 3 -O T-0" 1 314" A SC ST MTL FF -- 2 -- X. EXISTING TO REMAIN DASHED), INFILL WALL 7650 S.W. Beveland, Suite 120 106 3 -0 7 -O 1 3 4 B SC ST MTL FF -- 2 1 NOTE: 4. ALIGN WITH EXISTING WALL Tigard, Oregon 97223-8692 108 3 -0 7 -0' 1 3 4" A SC ST MTL 3 4 A SC ST MTL FF -- 1 -- 1. MATCH EXISTING HARDWARE. / / / 5. COFFEE BAR SINK, CABINETS AND UPPERS UNDER PREVIOUS 109 3'-0 ' 7'-O" 1 FF -- 2 -- Base TENANT IMPROVEMENT PERMIT (503) 244-0552 110 3 -0" 7 -0' 1 3 4 A SC ST MTL FF -- 2 -- 6. 3 FT.x SHEET VINYL FLOORING IN FRONT OF COFFEE BAR, 111 3'-0" 7 -0 ' 1 3 4' C GL GL MTL FF -- 3 -- LEGEND 4. 4' RUBBER BASE (ARMSTRONG "MARMORETTE", COLOR TO BE DETERMINED), FF FACTORY FINISH X. EXISTING TO REMAIN TYPICAL SC SOLID CORE 7. 4'-O"x7'-O" GYPSUM BOARD OPENING ST STAIN \ \ Wall Finish B. NEW 12" DEEP SHELF ABOVE COPIER LOCATION - PROVIDE MTL METAL BLOCKING IN WALL AS REQUIRED FOR ATTACHMENT, GL GLAZING m A. GYPSUM BOARD AND PAINT COORDINATE HEIGHT OF SHELF WITH COPIER DIMENSIONS; X. EXISTING TO REMAIN PROVIDE P-LAM FINISH TO MATCH EXISTING CABINETRY 9. DEDICATED RECEPTACLE - TO BE COORDINATED WITH REMARKS A B C Ceiling Finish BUILDING OWNER AND TENANT Tempered Relite, Louver where Tempered Glazing g 10. EXISTING CEILING GRID TO BE CUT ROTATED 90 DEGREES 1. PROVIDE LOUVER IN DOOR CUT/ ROTATED NEW DOOR/RELITE FRAMES TO MATCH BUILDING STANDARD Match Existing noted, size as X. EXISTING TO REMAIN 11. EXISTING MOTION DETECTOR (SEVERAL LOCATIONS) - UNLESS NOTED OTHERWISE required CONTRACTOR TO RELOCATE AS REQUIRED; COORDINATE WITH 3. NEW DOORS TO MATCH BUILDING STANDARD UNLESS NOTEDCeilin height BUILDING OWNER AND TENANT OTHERWISE g g 12. INSTALL ELECTRICAL/DATA RECEPTACLES IN CEILING X. EXISTING TO REMAIN 13. EXISTING CAN LIGHTS (2) TO BE REMOVED 14. AREA NOT INCLUDED IN THIS SCOPE OF WORK X10 1 2 3 4 5 DANIE 4 5 i Symbols Room Symbol Legend RDD,,, OREGON OE DOOR SYMBOL, EXISTING ® Z REMAIN ICAC DIFFUSER - TO ROOM AREA/LOAD ROOM OFFICE�ROOMNAME NUMBER OF FACTOR ' - I I ® 1 ® DOOR SYMBOL, NEW OCCUPANCY GROUP B4BB9�-ROOM FINISH a NEW OUTLET MECHANICAL DIFFUSER - PER IBC TABLE - XXX/10TS2 - Client: ® ® RELOCATED / NEW 1004.1.2/NUMBER1TS OCCUBPANOTS N NEW PHONE/DATA WITH PULL STRING TO ABOVE CEILING Pacif is NW NUMBER OF D - r-� r-� MECHANICAL DIFFUSER - TO EXITS PROVIDED Properties N" _y BE RELOCATED EXISTING OUTLET, FIELD VERIFY 2 EXISTING DATA, FIELD VERIFY IX 13 EXIT SIGNAGE - EXISTING 2 x 4 FLUORESCENT LAY IN FIXTURE WITH PARABOLIC I I 10 I I LENS - TO REMAIN N 9 Ie ® EXIT SIGNAGE - NEW 6600 SW 105th Avenue 10 Beaverton, Oregon 97005 rn� 2 x 4 FLUORESCENT LAY IN FIXTURE WITH PARABOLIC Lua LENS - TO BE REMOVED/RELOCATED Wall Legend LUJ 4 1 ---1 EXISTING WALL TO REMAIN Project: 2 x 4 FLUORESCENT LAY IN FIXTURE WITH PARABOLIC LENS - RELOCATED/NEW EXISTING WALL TO BE REMOVED OME P NEW METAL STUD WALL AND WALL INFILL III :T I III 1 7 1 111 ELuj, 0 NEW FULL HEIGHT WALL Suite 170 E - _ 0 Tenant Partial Reflected Ceiling Plan Improvement7650 SW Beveland Street Tigard, Oregon 97223 0 2 4 8 16 Sheet Title: Partial First 1 2 3 4 5 WHERE TOP OF WALL TO STRUCTURE (1) 20 GA. 35/s" NOMINAL METAL Floor Plan/ ABOVE IS LESS THAN 5'-9" PROVIDE STUD BRACING TO STRUCTURE Reflected WITH (2) #8 SHEET METAL r EXISTING ROOF STRUCTURE E It ��������r_������ �__-�- (1) BRACE AT 8'-0" O/C TO ONE o / I I I I SIDE ONLY, STAGGER SIDES. WHERE SCREWS AT EACH END; PROVIDE z 3Y2' SOUND ATTENUATION O �J 5 6 8 3 DOUBLE STUD BRACE WHEN cD o BATT Ceiling Plan DISTANCE IS GREATER THAN 5'-9", DISTANCE TO STRUCTURE ABOVE a o C - - E, � - PROVIDE BRACES EACH DIRECTION AT IS GREATER THAN 5'-9". BRACING Q ~ 2x BLOCKING F " tos II ° 8'-0" 0/C TO BE PROVIDED WHERE DISTANCE � -J _ 2" DEEP, 18 GA TOP TRACK; 9 c 45 CO n o DO NOT SCREW GYPSUM A 12'-04 BETWEEN PERPENDICULAR 1S.F. I N INTERSECTING WALLS OR w BOARD TO TRACK " L== a z ' GYPSUM BOARD Revisions: P-=(E 0RM. - HORIZONTAL BRACING BETWEEN cD o a AT EACH SIDE OFEICE 7 4 A293X xx n - - WALLS EXCEEDS 8'-0" (DO NOT Y 102 1 1 12'-0" 12'-0" Al 234S.F. EXTEND BRACING INTO EXPOSED v z cn SIMPSON CS20 CONTINUOUS A4 A XXX A4 'A XXX N /15 = 15.6 CD N 21s.7 s. 17 20�. 9 s�6 ^N - x" 1� M " _ 1 _ _ B:Ewrs 7 ) m o STRAP WITH D #8 SCREW STRUCTURE AREAS -I LLI wB:EXITS 1E B:E ITS 1 FLAA4 A x xx Aa A x xxxM L 7Yz" x 7Y2" x 16 GA xAT EACH STUD AND (4) #8 136.4 S.F. 136. 3 S.F. = SCREWS AT EACH BLOCKING /100 = 7.36 /300 = o.4s0 OFFICE 3" WITH (4) #8 SCREWS SUSPENDED CEILING3 B:Exrrs 7 a:Exlrs 1108EACH SIDE PIECE A4A XXX 12 111Y los N 106889.76 S.F. " CASING BEAD USG 200-A ° METAL STUD BLOCKING AT -_ - 13 A4 A x x /700 = 8.9 `O (ABOVE) ATTACH STUD TRACK EACH END OF WALL AND � 173.65 S.F. B:EXITS 1 EXEMPT I I ^ I I TO BRACING THROUGH s 48" O/C VERTICAL SPACING N 4 " ----- 7 3 L__-_ ---_____..__--____ - - _ _ - _ _ _- -�- -- EXIT TRAVEL DISTANCE-120'-O' ------- /s GYPSUM BOARD EACH SIDE � OVERSIZED HOLE IN 24" O/C STUD CHART: E E 2 2 GRID SECURE TO STUDS WITH TYPE 'S' •362 S 125-18 TO 9'-11" b N J At SCREWS AT 5" - 7" O/C •362 S 137-33 TO 17'-6" Ni 4'-0 • 400 S 162-33 TO 19'-10` • tos tiro s •600 S 162-33 TO 27'-7" N4A y OFFICE 12 -03q" 12'-0 14 3/s NOMINAL 25 GAUGE METAL MILDREN DESIGN GROUP, P.C., 2015, ALL E _. E I SOUND ATTENUATION BATT SEE A/E FOR ALTERNATE RIGHTS RESERVED© frioFF c STUDS AT 2'-O" O/C SIZES X XX 782,44 S.F. 4 -- THESE DRAWINGS ARE THE PROPERTY OF 178.01 S.F. 180.95 S.F. 180.26 S.F. 0 109 I 110S.F. /700 = 1.82 4 ' RUBBER BASE OFFICE OFFICE/CORRIDOR MILDREN DESIGN GROUP, P.C., AND ARE /100 = 1.92 /100 = 1.78 /100 = 7.87 /100 = 7.8 A4 A x xx I Aa A x xx POWER-ACTUATED FASTENERS: EXISTING SUSPENDED CEILING NOT TO BE USED OR REPRODUCED IN ANY B:EXITS 1 B:EXITS 7 144.8 S.F. 144.8 S.F. TYPICAL MANNER, EXCEPT WITH THE PRIOR WRITTEN a B:EXITS 1 B:EXITS 1 B:EXITS 1 N /100 = 1.45 N i /100 = 1.45 x •0.145 0 x 4' MIN. EMBED AT PERMISSION OF MILDREN DESIGN GROUP, P.C. B:Exlrs 1 "� B:EXITS 1 " 12" O/C WALL TO 22'-0" POWER-ACTUATED FASTENERS: BER BASE 00.145"0 x " MIN. EMBED AT RUB TYPICAL •0.145"O x 4" MIN. EMBED AT Date: 07 May 2015 " 6" O/C, WALL TALLER THAN 12" O/C WALL TO 22'-0" Drawn by: Checked by: 22'-0' •0.145"0 x 4" MIN. EMBED AT 6'I 0/C, WALL TALLER THAN CJM BK DAV 22'-0' Partial Floor Planp1 Wall to Suspended CeilingA2 Full Height Wall Job Number: 114159.05 3,653 SF44 OCCUPANTS ~� 1ald-r5 Al 1e2d-r9 Sheet 0 2 4 8 16 Permit Set - May 2015 Al