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Plans (3) BUP2014 00139 DRAWING INDEX DEMOLITION 1. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY RECavEv A-1 CODE SHEET & GENERAL INFORMATION STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT / ENGINEER. TENANT IMPROVEMENT FOR COMPROMISE THE JUN 112014�+� A-2 FLOOR PLAN, ELEVATION & DETAILS 2. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL EXISTING AREAS TO REMAIN FROM DAMAGES THAT MY%T MIGHT OCCUR DURING DEMOLITION. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL AREAS THAT HAVE BEEN a7! A DAMAGED DUE TO INADEQUATE PROTECTION. PLAZA WEST, SUITE 325 GBD Architects, Incorporated 3. MAINTAIN 100% FIRE ALARM COVERAGE. 1120 NW Couch St. 4. REMOVE ALL EXISTING SIGNAGE, PICTURES, NAILS, HOOKS, EQUIPMENT, ETC., LEFT BEHIND FROM PRIOR TENANT, FROM ALL Ste.300 WALLS, DOORS, DOOR FRAMES, STRUCTURAL, AND CONCRETE CEILING. Portland, OR 97209 CODESUMMARY Tel. (503)224-9656 CONSTRUCTION CONTACTS gbdarchtects.com GBD©2013 CODE 2010 OREGON STRUCTURAL SPECIALTY CODE ZONING MUE-1 1. PERFORM ALL WORK IN ACCORDANCE WITH ESTABLISHED BUILDING STANDARDS FOR TENANT IMPROVEMENTS. BUILDING MANAGEMENT: CONTRACTOR: ARCHITECT: FIRE PROTECTION SMOKE DETECTION SYSTEM NORRIS, BEGGS & SIMPSON COMMERCIAL CONTRACTORS, INC GBD ARCHITECTS, Incorporated BUILDING IS CURRENTLY IN PROCESS OF 2. ALL DIMENSIONS ARE TO FACE OF FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL PARTITIONS TERMINATE AT THE COMMERCIAL REAL ESTATE SERVICES 1265 S. 35th Place 1120 NW Couch Street STAMP ADDING SPRINKLERS UNDERSIDE OF THE EXISTING SUSPENDED CEILING UNLESS OTHERWISE NOTED. 121 SW Morrison Ridgefield, WA 98642 Suite - 300 AREA SUITE 325 1,236 USF CONSTRUCTION TYPE: 2A 3. MECHANICAL, ELECTRICAL AND FIRE PROTECTION SYSTEMS INDICATED ARE FOR INFORMATION ONLY. THESE SYSTEMS ARE Suite - 200 Phone: 503227-4440 Portland, Oregon 97209 ��D A� SUB-CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT, UNDER THE MASTER PERMIT FOR Portland, Oregon 97204 C' THIS PROJECT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR TO OBTAIN THESE PERMITS. Fax: 503/227-6644 Phone: 503/224-9656 ��� � STORIES 5 CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT, BOTH EXISTING AND Phone: 503/352-8113 Contact: Jake D. Money / Fax: 503/299-6273 � RAIG L. VIS 'C6 NEW. Fax: 503/352-9339 Cell Phone: 360/931-4361 Contact: Kent Potteboum �' ' _-a OCCUPANT LOAD OCCUPANT LOAD FACTOR: 100 EGRESS NUMBER OF REQUIRED EXITS: 1 4. MAINTAIN 100% SPRINKLER COVERAGE (BUILDING IS CURRENTLY IN PROCESS OF ADDING SPRINKLERS). Contact: Beverly ChesnutFoster FEmail: jake@ccigc.com OCCUPANT LOAD 12 Cell Phone: 503/358-0531 POR NO, OREGON 5. ALL WALLS, DOORS, FLOORS, CEILINGS WITHIN THE LIMITS OF WORK NOTED, ARE TO BE PATCHED, PLASTERED, SANDED AND Email: bchesnutfosterCalnai-nbs.com Email: KentC�gbdarchitects.com ��i 3008 �+: PREPARED READY FOR THE NEW FINISH SPECIFIED.THE OQ�v GENERAL NOTES PACKAGE.FOLLOWING IHEY DO SNOT REAPPEAR RAL NOTES PON TLY OHE IINDIVIDUALEACH INSHEETS.G IN 6. PROVIDE EXIT SIGNS AND EMERGENCY LIGHTING SYSTEM IN CONFORMANCE WITH CITY OF TIGARD REQUIREMENTS. OF 1`, A. ALL WORK IN THIS BUILDING IS TO BE PERFORMED UNDER THE CITY OF TIGARD PERMIT PROGRAM. A MASTER PROJECT 7. THE DESIGN OF ALL SEISMIC BRACING AND SUPPORTS FOR CEILING, MECHANICAL AND ELECTRICAL ITEMS AND PARTITIONS IS CONSULTANT NUMBER WILL BE ISSUED FOR THE PROJECT. ALL OTHER DESIGN BUILD PERMITS ARE TO BE TAKEN OUT AS SEPARATE THE RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR/VENDOR TO MEET CITY OF TIGARD BUILDING CODE. PERMITS UNDER THE MASTER PROJECT NUMBER. 8. SEAL ALL THROUGH FLOOR / RATED—WALL PENETRATIONS WITH RATED ASSEMBLIES AS REQUIRED TO MAINTAIN THE EGRESS PLAN B. MECHANICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. MECHANICAL WORK INDICATED IN THESE INTEGRITY OF FLOOR / WALL ASSEMBLY. DOCUMENTS IS FOR INFORMATION ONLY. MECHANICAL CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND g, DOORS OR OPENINGS LOCATED BY A WALL AT A RIGHT ANGLE ARE TO BE INSTALLED 4 INCHES FROM SAID CONDITION. THIS PROVIDE ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING CONDITION IS TYPICAL AND WILL NOT BE DIMENSIONED. CODE REQUIREMENTS. MECHANICAL CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN BUILD PROJECTS, AND SUBMIT PROJECT TO CITY OF TIGARD. MECHANICAL DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, 10. ALL NEW AND EXISTING DOORS TO BE SOLID CORE FLUSH TO MATCH BUILDING STANDARD AND HAVE BUILDING STANDARD AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR LEVER HARDWARE PERMIT. 11. UTILIZE ZERO VOC PAINT SYSTEMS, INCLUDING PRIMERS AND FINISH PRODUCTS. LIMITS OF C. PLUMBING WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. PLUMBING WORK INDICATED IN THESE 12. PROVIDE SOUND INSULATION IN ALL NEW WALLS EXCEPT FOR LOW OR PARTIAL HEIGHT PARTITIONS. — — — T WORK DOCUMENTS IS FOR INFORMATION ONLY. PLUMBING CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROVIDE - PROJECT ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING CODE I I REQUIREMENTS. PLUMBING CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN BUILD I _ I Carter Counseling PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM. MAINTAIN 100% SPRINKLER COVERAGEMECHANICAL I Suite 325 THROUGHOUT BUILDING. PLUMBING DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE - OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. I IPlaza West Building ---- 1. MECHANICAL AND FIRE PROTECTION SYSTEM WORK INDICATED IS FOR INFORMATION ONLY. CONTRACTORS SHALL VERIFY — 9600 SW Oak Street D. ELECTRICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. ELECTRICAL WORK INDICATED IN THESE SIZES AND LOCATIONS OF ALL EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB-CONTRACTOR DESIGN/BUILD o Tigard, Oregon DOCUMENTS IS FOR INFORMATION ONLY. ELECTRICAL CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR a - I r — PROVIDE ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING TO OBTAIN THESE PERMITS. DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S — — — CODE REQUIREMENTS. ELECTRICAL CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN CONSTRUCTION MANAGER AND ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. BUILD PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM. ELECTRICAL DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT PRIOR - CLIENT TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. 2. CONTRACTOR TO PROVIDE CFM DELIVERY FOR EACH REGISTER ON THE MECHANICAL DB DRAWINGS. 9Norris, Beggs & Simpson 3. ALL MECHANICAL PLANS ARE TO BE SUBMITTED FOR APPROVAL BY THE OWNERS' CONSTRUCTION MANAGER AND ARCHITECT E-L[t Commercial Real Estate E. EXIT AND EGRESS LIGHTING SYSTEM ARE TO BE INSTALLED TO MEET THE IBC AND PRESCRIPTIVE LIGHTING PATH (IBC 2009 PRIOR TO COMMENCEMENT OF MECHANICAL WORK. AND 2010 OSSC.) EGRESS PLAN IS INDICATED IN THESE DOCUMENTS. 4. CONTRACTOR TO SUBMIT ALONG WITH BID, NUMBER OF EXISTING AND PROPOSED VAV BOXES AND TERMINAL UNITS F. MAINTAIN EXISTING BUILDING FIRE AND LIFE SAFETY SYSTEMS INCLUDING, BUT NOT LIMITED TO SPRINKLER SYSTEMS, SMOKE CONTEMPLATED AS PART OF DESIGN BUILD CONTRACT. DETECTION SYSTEMS, SMOKE EVACUATION SYSTEMS, EXITING SYSTEMS AND EMERGENCY ANNUNCIATION SYSTEMS. --J G. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES, AS MODIFIED FOR THIS BUILDING ON RECORD AT THE CITY OF TIGARD. IN CASE OF CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE LEGEND REVISIONS MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAW OR ELECTRICAL N ORDINANCE SHALL GOVERN. NOTIFY ARCHITECT OF CONFLICTS. , EXIT H. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR 1, ELECTRICAL WORK INDICATED IS FOR INFORMATION ONLY. CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL UNFAVORABLE CONDITIONS OR EVENT WHICH MIGHT HAVE BEEN DISCOVERED THROUGH A THOROUGH EXAMINATION OF THE EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB-CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED DENOTES AREA OF MIN 3'-8" WIDE EGRESS PATH SITE. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CONSEQUENCES OF ACTING ON CONCLUSIONS DRAWN UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR TO OBTAIN THESE PERMITS. _ _ FROM INFORMATION AVAILABLE AT THE TIME. DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND I. NOTIFY THE ARCHITECT IN WRITING, OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. PROVIDE EGRESS ILLUMINATION ALONG EXIT PATH NOT LESS THAN ��� FOOT CANDLE MEASURED CONTINUOULY AT THE WALKING SURFACE. J. PROVIDE ALL LABOR, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO PERFORM WORK SHOWN ON THE DRAWINGS 2. ALL NEW ELECTRICAL OUTLETS TO BE MOUNTED AT +18" UNLESS NOTED OTHERWISE. AND DESCRIBED HEREIN. 3. ALL RECEPTACLES, SWITCHES AND COVERS TO BE BUILDING STANDARD AND MATCH IN COLOR. FIELD VERIFY COLOR UNLESS OTHERWISE NOTED. ��✓ 3RD FLOOR PLAN b j - --- --- - 4. SWITCHING FOR ALL LIGHT FIXTURES TO BE COORDINATED BETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS PRIOR TO --- --- --- BEGINNING OF WORK. CONFIRM W/ ARCHITECT. ` 5. MODIFY EMERGENCY EGRESS LIGHTING AS NECESSARY TO MATCH PRESCRIBED PATH AND TO CONFORM WITH IBC 2009 AND 2010 OSSC. SEE EGRESS PLAN FOR EGRESS LIGHTING PATH. DATE g CITY OF TIGARD 5 JUNE 2014 RLMEtiMD FOR CODE COMPLLkNCR 3 VICINITY PLAN Approved: c L4 OTC. PROJECT NUMBER - NORTH Pcrtnit#: _w N � 20031090 O Address; — S°w Oa k'Na 01 Suite #s `~ 2 ,n By _. Date: ' L@,`.3t9�}� U8 SCALE N.T.S. ,. C10OFFICE COPY cr1 Std+ O SW 0ax sl SW Oak St SHEET TITLE OC wCODE SHEET AND * r r GENERAL INFORMATION p r � o _ o ro2t w Qa u o co Aml W �r w N 0 N GENERAL NOTES COUS. INSULATION 4'-0" EACH SIDE OF A. PATCH AND REPAIR WALLS. PAINT TO MATCH EXISTING. z INSULATED PARTITIONS. B. ALL NEW PARTITIONS TO FINISHED WITH PAINT TO 04 SUSPENDED ACOUSTIC CEILING SYSTEM MATCH EXISTING. OFFICE OFFICE OFFICE METAL J BEAD C. EXISTING CEILING TILE TO REMAIN REPLACE BROKEN N OFFICE N 309 311 313 ONT. x 4" WIDE NEOPRENE GASKET OR DAMAGED TILE. RELOCATED LIGHTS AND MECHANICAL GBD Architects, Incorporated 307 HEAD TRACK AS SHOWN. 1120 NW Couch St. DO NOT SCREW GYP. BD. TO RUNNER CHANNEL. Ste.300 5 "W O4 O4 W 5 4° PREPRINT EXPOSED LEGS FLAT BLACK D. PROVIDE AND INSTALL POWER/DATA AS SHOWN. Portland, OR 97209 GBD Lo E. REMOVE EXISTING CARPET AND BASE THROUGHOUT, T -3--� N N T N - " TYPE "X" GYPSUM BOARD ON 2j" METAL PREP FLOOR TO RECEIVE NEW FINISH. Tel. (503)224-9656 00 STUDS @ 24 O.C. 1 6 l OPEN 6 ACOUSTICAL INSULATION. F. PROVIDE AND INSTALL NEW CARPET AND BASE gbdarchtects.com 7 OFFICE 313-' THROUGHOUT. GBD©2013 3 i� 2 �- N RUBBER BASE (SEE FINISH SCHEDULE) tai O` OPEN N STORAGE O6 5 CONTINUOUS ACOUSTIC SEALANT UNDER BOTTOM LEGEND 609 OFFICE 5 TRACK AND BOTTOM OF GYP. BD. AT INSULATED 305 303 N N PARTITION ONLY. OFFICE C.---CARPET (SEE FINISH SCHEDULE) ------ EXISTING PARTITION TO REMAIN STAMP . . \ njj 7 6 EXISTING CONCRETE SLAB FLOOR - - �1 RECEPTION 4 PARTITION OR OBJECT TO BE aa A N+36" A2 REMOVED/SALVAGED RC N 301 1 TYP INTERIOR PARTITION NEW PARTITION. SEE DETAIL 2/A801 . IG L. oav \ N NEW 50" HIGH PARTITION. SEE DETAIL 9/A801 . DOOR $ ON N cli N EXISTING STRUC. DECK N� DOOR NUMBER, SEE ��' OF �g�' /—ABOVE. DOOR SCHEDULE 8 DEMO FLOOR PLAN - SUITE 325 6 FLOOR PLAN - SUITE 325 �—(2) #10 SHT MTL SCREWS, CONSULTANT / / OR 3/16 SHOT ANCHORS � # NEW QUADRAPLEX OR 1 8" = 1 '-O" 1 8" = 1 '-0" OR 1 1/8" EMBEDMENT +18- DUPLEX OUTLET ----ALTERNATE 45 .DEG METAL '---DENOTES OUTLET HEIGHT STUDS, 8'-0" O.C. (2) #10 SHEET METAL ® J-BOX FOR CABLE OUTLET ,a SCREWS THERMOSTAT CEILING LEVEL o VOICE/DATA OUTLET PAINT (TRACK STUD) ® EXISTING 2X4 LIGHT FIXTURE TO REVEAL BLACK REMAIN PROJECT USE "PARTITION CLIP" OVER Carter Counseling GRID T-BAR FOR TRACK NEW/RELOCATED 2X4 LIGHT FIXTURE Suite 325 _. .. .1 _ STUD ATTACHMENT Plaza esBuilding .. _ ® � HVA /MECH REGISTER C t 960 SW Oak Street _... . . _ Tigard, Oregon . ... .. . .. .. 2 BRACING DETAIL - .. NTS MAI ; SPRINKLER EXIT SIGN i SPEAKER CLIENT ... - . SMOKE DETECTOR _i,��_�..�,.. .. �� Norris, Beggs 8 Simpson Commercial Real Estate MFG.- USG _� � _� �.,.. _ ... MMO�DYEL: DONN DX CONNECTION DEVICES TO BE CROSS TEE HEAVY DUTY _. OF AN APPROVED TYPE AND : '., �_'. HAVE 100# CAPABILITY ACTUALEMAX FIXTURE WEIGHT: SEPERATELY SUPPORTED , _. _ _ CONNECTOR AT TOP OF WIRE: 3/16" SHOT ANCHOR W 1 1/8" EMBEDMENT rS ... ... SEISMIC STRUT: 3/4" CONDUIT W/ POSITIVE CONNECTION TO GRID REVISIONS VERTICAL STRUT AT ...... . -� - : 12'-0" O.C. EACH BUILDING STRUCTURE " WAY F MORE �. 5.�..... . .x.01.. .... . ' TERSLOPE HANGERS I - -THAN 1:6 OUT OF PLUMB ;.. . .. COUN . M LATERAL BRACING W SECURE ALL HANGERS TO BUILDING STRUCTURE - ADDITIONAL HANGERS ALL - .. ...... ......... ...........` MEMBERS WITHIN 8 OF TRAPEZE DUCTWORK AND PERIMETER OTHER LARGE OBSTRUCTIONS. POP RIVET RUNNER TO CROSS RUNNERS FIT WALL ANGLE AT 2 ADJACENT BETWEEN MAIN RUNNERS - - -- - -- 9 DEMO RCP - SUITE 325 7 RCP - SUITE 325 WALLS, FASTEN CLOSUREJ MAIN RUNNERS AT ANGLE W/ #6 SCREWS 8 4P-0„ O.C. (5'-0" O.C. 4'-0" O.C. SUPPORT --- / / DIRECTLY TO WALL FRAMING ) WITH #12 WIRE AT 1 8 = 1 -0 1 8 = 1 -0 OR PROVIDE STRUT (5 -0 O.C. ---_ _-- STABILIZER BAR BETWEEN 6'-0" MAX 12'-0" O.C. EACH WAY 4'-0" O.C. OR WITH LATERAL BRACING AT 12'-0" O.C. EACH WAY. MAIN411 10 WIRE AT 5'-0" 3 ALL MEMBERS AT PERIMETER RUNNER TO STRUCTURE. BEGIN BRACING WITHIN 6'0" O.C. N OF PERIMETER AND 2'-0" FROM CROSS MEMBER. DATE 0 5 JUNE 2014 U 3 LATERAL BRACING FOR SUSPENDED CEILINGS CM NTS CcL o PROJECT NUMBER 20031090 CM CD Cn —,-------METAL FRAMING W/ $" DEMO PLAN REFERENCE KEYNOTES O PLAN REFERENCE KEYNOTES O GYPSUM BOARD AND SCALE UEQ. 3'-0" EQ. ACOUSTICAL AS INDICATED 0 REMOVE EXISTING RELITE. 0 PROVIDE AND INSTALL BUILDING STANDARD INSULATION M MINI-BLINDS FOR RELITE. \, TEMPERED SLIDING zo 0 REMOVE/SALAVAGE EXISTING DOOR AND FRAME. - -� I ;� GLASS WITH LOCK U ALIGN NEW PARTITION WITH ADJACENT EXISTING SHEET TITLE ILI L VERIFY LOCATION OF STROBE AND RELOCATED IF PARTITION. _ OUNTER, BUILDING FLOOR PLAN, RCP, z NECESSARY. o -___ STANDARD PLASTIC ELEV.AND DETAILS o a 6 PROVIDE AND INSTALL BUILDING STANDARD DOOR, ° i =�I� 0 <, " LAMINATE C> M FRAME AND HARDWARE. 7 5 w C> :. _ � PROVIDE AND INSTALL 12" x 36" LAMINATE 5 ;'�� Am2 W a o COUNTER WITH LOCKED SLIDING GLASS WINDOW. A2 ''�- 0 4 RECEPTION # 301 5 WINDOW COUNTER 0 C W