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Plans (3) BUP2014 00057 I ' D II II 1 - Architecture Interiors i ________________ f 4 ::..=-...; 3 Planning w Engineering ...... _E�'------------------- 1. - 4 __F +18 +92: Q Q r� _ o o o LINI��al, 1 0 OPEN OFFICE I 114 EXISTING METAL Portland,OR 2 DECKING I CiTYO' I'IGARD - }, Q EXISTING VAULTED 102uu GREENBURG UILDIN Dl �islt�l•� 503.224.9560 u`�--------- - -----------�----------- --------- ------ TRACK AT TOP FRAMING ;i I I Vancouver, A rF_______________________`�_______-_______-; 360.695.7879 EXISTING WALLPSeattle,WA _ � � >_ 7 ----------- 3A ` EXISTING GYPSUM 206°749.9993 STUD, 2'-0" O.C. BOARD Iwww.mcknze.com EXISTING GYPSUM BOARD INDEX OF DRAWINGS MACKENZIE. 3 4 3 A2.1 NEW GYPSUM DESIGN DRIVEN 1 CLIENT FOCUSED 4 T36 , 0 � BOARD NEW 2-7/2"X6" A2.1 PARTIAL SEVENTH FLOOR PLAN, REFLECTED CEILING PLAN, KEY PLAN, SITE PLAN, Client DETAILS AND NOTES VACANCY SPACE PREP 0 0 NEW SAT CEILING BOX BEAM HEADER PER PLANS (16" SPACE SCREWS) ®PE WORK E ` NEW GYPSUM THE SCOPE OF WORK FOR THE PROJECT INCLUDES AN INTERIOR VACANCY SPACE PREP s H ORE s TEIN SAT CEILING BOARD HEADER FOR AN APPROXIMATELY 10,359 SQUARE FOOT VACANCY ON THE 7TH OF 7 FLOORS. 8'-8" AFF GYP BD HEADER WORK TO INCLUDE DEMOLITION AND MINOR CEILING MODIFICATIONS. f 8'-7" AFF TENANT APPROVAL: 1 PARTIAL SEVENTH FLOOR PLAN riREFLECTED CEILING PLAN K`3 GYPSUM BOARD HEADER CONDITION �A,2.11) i/8-=1'—O- �2. 1/8"=11-02$ /8»=1'-0" A2.1 3ff=1t_Offz Project DESIGN/CODE DATA VACANCY SPACE PREP GENERALNOTES. LEGEND GOVERNING CODE: 2010 OSSC SUITE 700 OCCUPANCY: B A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. `___ _=====j EXISTING CONSTRUCTION TO BE DEMOLISHED J EXISTING 2TENANT IMPRO'x4' LIGHT FIXTURE TO REMAIN CONSTRUCTION TYPE: TYPE I—B EVAN EENT B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. TENANT AREA (APPROX): APPROX. 10,359 S.F. C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. ._ OCCUPANCY LOAD: 104 5 LINCOLN 10200 SW D. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-8"t (EXISTING) AFF, UNLESS NOTED OTHERWISE. EXISTING WALL TO REMAIN ® NEW OR RELOCATED 2x4 LIGHT FIXTURE GREENBURG RD E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAILS 4/A2.1. 0 EXISTING RECESSED CAN LIGHT TO REMAIN 2 REQUIRED EXITS, 3 EXITS PROVIDED PORTLAND, OREGON F. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS NEW WALL TO UNDERSIDE OF GRID ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. �� EXISTING SUPPLY/RETURN VENT TO REMAIN BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION G. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT ONLY. COORDINATE EXISTING 1 HOUR RATED WALL TO REMAIN WITH ON SITE EMERGENCY GENERATOR FOR FIRE LIFE OD '`� ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. O&M,- EXISTING SMOKE DETECTOR /SAFETY BACKUP POWER H. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR IS EXISTING DEMISING WALL TO REMAIN VALUATION: X1,800 041 � RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. EXISTING EXIT SIGN E LTO I. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. qp A EXISTING OUTLET AND TELEPHONE/DATA ROUGH IN n' J. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN PERFORMED (ON EXISTING SPRINKLER HEAD DEFERRE SUBMITTAL 12/03/2013, WHILE VACANT) AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED DEMOLISHED OUTLET AND TELEPHONE/DATA x 2010 OSSC SECTION 107.3.4.2 (by separate permit) PORTLAND, 0 EGON (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM NUM DETAIL FOR REFERENCE FIRE SPRINKLER ADDITIONAL REQUIREMENTS WITH TENANT. 1 EXISTING LIGHT SWITCH FIRE ALARM �4 L. LIGHTING K. NO VOC PLAYO TAINT Y S SHOWN FOR STEMS TO BE UPREL PRELIMINARY DESIGN INTENT ONLY. FINAL TILIZED, TO INCLUDE PRIMERS AS WELL SL GIH INGNISH LAYOUT TO BE PROVIDED EXISTING CEILING GRID EXIT REQUIRED EXIT MECHANICAL OF BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE ALLOWANCES AND EXISTING EXIT ILLUMINATION BUILDING INFRASTRUCTURE IN CEILING. M. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. MACKENZIE 2014 NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN © ALL RIGHTS RESERVED N/ ADD SOUND INSULATION IN ALL NEW WALLS. OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS THESE DRAWINGS ARE THE PROPERTY KEYNOTES ARE SCHEMATIC ONLY. THEY ARE NOT INTENDED TO REPRESENT FINAL CODE COMPLIANT OF MACKENZIE AND ARE NOT TO BE / USED OR REPRODUCED IN ANY MANNER, DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW WITHOUT PRIOR WRITTEN PERMISSION 1. ALIGN NEW WALL WITH EXISTING WALL, TO MATCH ADJACENT EXISTING CONDITIONS TO UNDERSIDE OF GRID. PRIOR TO SUBMITTAL REVISIONS: 2. INFILL WITH NEW SAT TO MATCH EXISTING. 3. NEW GYPSUM BOARD HEADER AT 8'-7" AFF. SEE DETAIL 3/A2.1. REv[s[oNs REVISION DELTA 4. EXISTING DOOR TO REMAIN. CITY OF TIGARD >� THIS CLOSING DATE 1 �o SHEET FLOOR OR ROOF STRUCTURE REVIEWED FOR CODE OOMPLIANC$ POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 BERC 2 8" MAX. Approved I v]� ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 CLIP DISTANCE BETWEEN EXITS OTC: j SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT = 73'-1" Pcrmit STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER ° 1/3 OF DIAGONAL Q ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS Address: ° = 61' 10" I WITHIN 8" OF PERIMETER — Suite#: �C�C7 LATERAL BRACING WITH APPROVED VERTICAL ® ° ° � � � ri:' AREA OFByRI COMPRESSION STRUT AT 12'-0" OC EA WAY 8'> ° ° ° r SW torose Street __ COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB �` ° ° e f'"" 3 .__ Approved pians v "ATTACHED shalt be on ;Ob site. SHEET TITLE: ° PARTIAL SEVENTH WALL 00 ° a � .= � �� 1 -� FF��� �0��� FLOOR PLAN, GF—NOTE.' EDGE AT WALL 6 w REFLECTEDNTS FOR UNATTACHED WALLS PROVIDE A 1 2"A / tx}�, ` \ / CEILING PLAN KEY TO 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIPt " '�� ?fr �, s tt ?l l _ / { �` dos; PLAN, S� PLAN, -- DO NOT SCREW BERC 2 CLIP TO TRACK0 ;\.� ., DETAILS AND- X1 ND- X _ k CROSS RUNNERS FIT BETWEEN MAIN RUNNERS 1/2" DIA CONDUIT EMT 4 MAIN RUNNERS AT 4 —0 OC » » n - " 3 4 DIA CONDUIT EMT 7—8 . ii i - SUPPORT WITH 12 WIRE AT 4 —0 OC OR - DRAWN BY. LER rpt tz ' 6 0 MAX # 1 DIA CONDUIT (EMT) 91-91$ WITH10 WIRE AT 5'-0" OC EA WAY # SGL 162S125-33 MTL STUD 12'-0" , z �., SBH, PPA 7' LATERALLY BRACE MAIN RUNNER TO - 7-5 8"x20GA NOTE: STRUCTURE AT 12'-0" 0 BACK 162S125 OC EA WAY. BACK T A — — STRUCTURED`FARKkVG sT UCTURED?ARKING_ SHEET: BEGIN BRACING WITHIN 6 ALL GRID MEMBERS AND —0 OF MTL STUDS 1-5 8°°x20GA - - CONNECTION DEVICES TO BE OF AN PERIMETER AND 2 FROM CROSS MEMBER SGL 250S725-33 MTL STUD 13'-6" APPROVED TYPE AND HAVE A 180# IN AREAS GREATER THAN 1,000 SF 2-1 2"x2OGA CAPACITY. ALL LATERAL BRACING LONGEST COMMON A2m SECURE ALL HANGERS TO BLDG BACK TO BACK 2505725-33 15'—0�� 25 �' , STRUCTURE. TRAPEZE DUCT WORK PATH OF EGRESS e'�ar WIRES TO HAVE A 200# CAPACITY. AND OTHER LARGE OBSTRUCTIONS MTL STUDS (2-1/2"x20GA) ''2 TRAVEL = 89'-7" r4SUSPENDED CEILING BRACING; z � 5 KEY PLAN AZ�' S SITE PLAN JOB N0. A2.1 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS I A2.1 NTS A2.1 2110950.04 THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. 0 TRUE PLAN PERMIT SET 03-12-2014 .NORTH NORTH 211095004\ARCH\04—A2.I.DWG LER 03/11/14 16:49 1:96.00