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Plans (3) BUP 014- 00225 DRAWING INDEX DEMOLITION 1. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE RECEIYFF A-1 CODE SHEET & GENERAL INFORMATION STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT / ENGINEER. TENANT IMPROVEMENT FOR OCT 2 ?v' A-2 FLOOR PLAN 2. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL EXISTING AREAS TO REMAIN FROM DAMAGES THAT �� �IU A-3 REFLECTED CEILING PLAN MIGHT OCCUR DURING DEMOLITION. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL AREAS THAT HAVE BEEN s w a R E s r E I N A-4 INTERIOR DETAILS DAMAGED DUE TO INADEQUATE PROTECTION. FIDELITY TITLE �111LL11I�4i� 3• MAINTAIN 100% SPRINKLER COVERAGE. 4. REMOVE ALL EXISTING SIGNAGE, PICTURES, NAILS, HOOKS, EQUIPMENT, ETC., LEFT BEHIND FROM PRIOR TENANT, FROM ALL WALLS, DOORS, DOOR FRAMES, STRUCTURAL, AND CONCRETE CEILING. Shorenstein Realty Services One SW Columbia Street,Suite 300 CODE SUMMARY CONSTRUCTION CONTACTS Portland, Oregon 97258 CODE 2014 OREGON STRUCTURAL SPECIALTY CODE ZONING MUE-1 1. PERFORM ALL WORK IN ACCORDANCE WITH ESTABLISHED BUILDING STANDARDS FOR TENANT IMPROVEMENTS. BUILDING MANAGEMENT: CONTRACTOR: ARCHITECT: 2. ALL DIMENSIONS ARE TO FACE OF FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL PARTITIONS TERMINATE AT THE SHORENSTEIN REALTY SERVICES, L.P. WALSH CONSTRUCTION GBD ARCHITECTS, Incorporated FIRE PROTECTION SMOKE DETECTION SYSTEM UNDERSIDE OF THE EXISTING SUSPENDED CEILING UNLESS OTHERWISE NOTED. 5335 Meadows Road 2905 SW First Avenue 1120 NW Couch Street Lincoln Center- Five Lincoln AUTOMATIC SPRINKLER SYSTEM Suite — 275 Portland, Oregon 97201 - Suite — 300 AREA SUITE 110: 3,909 USF CONSTRUCTION TYPE: 2—B ax: . 3. MECHANICAL, ELECTRICAL AND FIRE PROTECTION SYSTEMS INDICATED ARE FOR INFORMATION ONLY. THESE SYSTEMS ARE Lake Oswego, Oregon 97035 F 503/2290448 Portland Oregon 97209 ,10200 SW Greenberg Road SUB—CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT, UNDER THE MASTER PERMIT FOR g THIS PROJECT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB—CONTRACTOR TO OBTAIN THESE PERMITS. Cell: 503/519.0045 Tigard, Oregon 97224 CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT, BOTH EXISTING AND Phone: 503/619-3200 Contact: Gordon Graaff Phone: 503/224-9656 STORIES 7 NEW. Fax: 503/619-3210 Contact: Whit Middlecoff Email: ggraaff©walshconstructionco.com O'NeilAndrea OCCUPANT LOAD OCCUPANT LOAD FACTOR: 100 EGRESS NUMBER OF REQUIRED EXITS: 1 4. MAINTAIN 100% SPRINKLER COVERAGE Contact: AnCCB: 147267 Cell Phone: 503/758-9053 FIDELITY TITLE OCCUPANT LOAD: 39 Cell Phone: 503/519-9506 Email: whit®gbdarchitects.com NUMBER OF PROVIDED EXITS: 2 5. ALL WALLS, DOORS, FLOORS, CEILINGS WITHIN THE LIMITS OF WORK NOTED, ARE TO BE PATCHED, PLASTERED, SANDED AND PREPARED READY FOR THE NEW FINISH SPECIFIED. Email: aoneil®shorenstein.com 1 ST FLOOR, SUITE 110 6. PROVIDE EXIT SIGNS AND EMERGENCY LIGHTING SYSTEM IN CONFORMANCE WITH CITY OF TIGARD REQUIREMENTS. THE FOLLOWING GENERAL NOTES APPLY TO EACH DRAWING IN THIS GENERAL NOTES PACKAGE. THEY DO NOT REAPPEAR ON THE INDIVIDUAL SHEETS. 7. THE DESIGN OF ALL SEISMIC BRACING AND SUPPORTS FOR CEILING, MECHANICAL AND ELECTRICAL ITEMS AND PARTITIONS IS �D f� j� THE RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR/VENDOR TO MEET CITY OF TIGARD BUILDING CODE. c� _"l�C�l� A. ALL WORK IN THIS BUILDING IS TO BE PERFORMED UNDER THE CITY OF TIGARD PERMIT PROGRAM. A MASTER PROJECT NUMBER WILL BE ISSUED FOR THE PROJECT. ALL OTHER DESIGN BUILD PERMITS ARE TO BE TAKEN OUT AS SEPARATE 8. SEAL ALL THROUGH L OR / RATED—WALL PENETRATIONS WITH RATED ASSEMBLIES AS REQUIRED TO MAINTAIN THE EGRESS PLAN CRAIG L DAVIS PERMITS UNDER THE MASTER PROJECT NUMBER. INTEGRITY OF FLOOR WALL ASSEMBLY. B 9. DOORS OR OPENINGS LOCATED BY A WALL AT A RIGHT ANGLE ARE TO BE INSTALLED 4 INCHES FROM SAID CONDITION. THIS G MECHANICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. MECHANICAL WORK INDICATED IN THESE CONDITION IS TYPICAL AND WILL NOT BE DIMENSIONED. � PO T ND, OREGON DOCUMENTS IS FOR INFORMATION ONLY. MECHANICAL CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROVIDE ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING 10. ALL NEW AND EXISTING DOORS TO BE SOLID CORE FLUSH TO MATCH BUILDING STANDARD AND HAVE BUILDING STANDARD 3008 �0 CODE REQUIREMENTS. MECHANICAL CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN LEVER HARDWARE �F Og� BUILD PROJECTS, AND SUBMIT PROJECT TO CITY OF TIGARD. MECHANICAL DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, 1� AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR 11. UTILIZE LOW VOC PAINT SYSTEMS, INCLUDING PRIMERS AND FINISH PRODUCTS. PERMIT. LIMITS OF WORK 12. PROVIDE SOUND INSULATION IN ALL NEW WALLS EXCEPT FOR LOW OR PARTIAL HEIGHT PARTITIONS. C. PLUMBING WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. PLUMBING WORK INDICATED IN THESE DOCUMENTS IS FOR INFORMATION ONLY. PLUMBING CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROVIDE ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING CODE MECHANICAL REQUIREMENTS. PLUMBING CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN BUILD PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM. MAINTAIN 100% SPRINKLER COVERAGE _ 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. 1. MECHANICAL AND FIRE PROTECTION SYSTEM WORK INDICATED IS FOR INFORMATION ONLY. CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB—CONTRACTOR DESIGN/BUILD r-----T-----T-----T-----T----- AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB—CONTRACTOR -- `' D. ELECTRICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. ELECTRICAL WORK INDICATED IN THESE TO OBTAIN THESE PERMITS. DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S �-----�_____�_____�_____�_____ DOCUMENTS IS FOR INFORMATION ONLY. ELECTRICAL CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND CONSTRUCTION MANAGER AND ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. -----T-----, PROVIDE ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING CODE REQUIREMENTS. ELECTRICAL CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN I I I BUILD PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM. ELECTRICAL DESIGN BUILD 2, CONTRACTOR TO PROVIDE CFM DELIVERY FOR EACH REGISTER ON THE MECHANICAL DB DRAWINGS. DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT PRIOR I I TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. 3. ALL MECHANICAL PLANS ARE TO BE SUBMITTED FOR APPROVAL BY THE OWNERS' CONSTRUCTION MANAGER AND ARCHITECTI I PRIOR TO COMMENCEMENT OF MECHANICAL WORK. I I Cr ' 3 E. EXIT AND EGRESS LIGHTING SYSTEM ARE TO BE INSTALLED TO MEET THE IBC AND PRESCRIPTIVE LIGHTING PATH. EGRESS — F, C, PLAN IS INDICATED IN THESE DOCUMENTS. 4, CONTRACTOR TO SUBMIT ALONG WITH BID, NUMBER OF EXISTING AND PROPOSED VAV BOXES AND TERMINAL UNITS0 0 REVISIONS CONTEMPLATED AS PART OF DESIGN BUILD CONTRACT. jF. MAINTAIN EXISTING BUILDING FIRE AND LIFE SAFETY SYSTEMS INCLUDING, BUT NOT LIMITED TO SPRINKLER SYSTEMS, SMOKE 0 0 I 0 DETECTION SYSTEMS, SMOKE EVACUATION SYSTEMS, EXITING SYSTEMS AND EMERGENCY ANNUNCIATION SYSTEMS. DATE UG. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES, AS MODIFIED FOR THIS BUILDING ON ELECTRICAL ------ 00 0 ® SEPTEMBER 29, 2014 0) RECORD AT THE CITY OF TIGARD. IN CASE OF CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE p MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAW OR ORDINANCE SHALL GOVERN. NOTIFY ARCHITECT OF CONFLICTS. — ---- 1. ELECTRICAL WORK INDICATED IS FOR INFORMATION ONLY. CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL PROJECT NUMBER o • EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB—CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED UNFAVORABLE CONDITIONS OR EVENT WHICH MIGHT HAVE BEEN DISCOVERED THROUGH A THOROUGH EXAMINATION OF THE H. IT THE CONTRACTORS RESPONSIBILITY TO VERIFY EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB—CONTRACTOR TO OBTAIN THESE PERMITS. 20146250 I DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND FROM INFORMATION AVAILABLE AT THE TIME. SITE. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CONSEQUENCES OF ACTING ON CONCLUSIONS DRAWN ARCHITECT PRIOR WTO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. I. NOTIFY THE ARCHITECT IN WRITING, OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. 2. ALL NEW ELECTRICAL OUTLETS TO BE MOUNTED AT +18" UNLESS NOTED OTHERWISE. U J. PROVIDE ALL LABOR, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO PERFORM WORK SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN. 3. ALL RECEPTACLES, SWITCHES AND COVERS TO BE BUILDING STANDARD AND MATCH IN COLOR. FIELD VERIFY COLOR UNLESS p OTHERWISE NOTED. K. SUITE WAS OCCUPIED BY TENANT WHEN FIELD VERIFIED. 4. SWITCHING FOR ALL LIGHT FIXTURES TO BE COORDINATED BETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS PRIOR TO LEGEND • BEGINNING OF WORK. CONFIRM W/ ARCHITECT. } 5. MODIFY EMERGENCY EGRESS LIGHTING AS NECESSARY TO MATCH PRESCRIBED PATH AND TO CONFORM WITH CODE. SEE ' EXIT � EGRESS PLAN FOR EGRESS LIGHTING PATH. N ARCHITECTS U_ 6. CONTRACTOR TO GET FIRE LIFE SAFETY DESIGN PRICING AND DEVICE COUNT FROM SEIMENS. ELECTRICAL CONTRACTOR TO DENOTES AREA OF MIN 3-8" WIDE EGRESS PATH VICINITYPLAN INCLUDE FIRE LIFE SAFETY IN IT'S BID. 1120 NW Couch Street ' ` SW Locust St � NORTH PROVIDE EGRESS ILLUMINATION ALONG EXIT PATH NOT LESS THAN (1 ) FOOT Suite 300, Portland fi}1° (oculi 69 a'v 3 Locust,s!�t •k< chis - CANDLE MEASURED CONTINUOULY AT THE WALKING SURFACE.§qu, are Rd o R 9 7 2 0 9 st Tel: (503) 224.9656 LO 1,1511 Fax: (503) 299.6273 CITY OF'TIGARD Z `� www.gbdarchitects.com o .,{, � `; FIRST FLOOR REvIEWED FOR CODE COMPLIANCE g Approved. Q ., OTC: y� o �. 1. :. o Permit#: LO � 2.�� A_ . Address: Q "�1 o�k�ry ,, � Su1tC #: Q , . .. , By: Date: J LO N "°L t T OFFICE COPY Tenant Approval (V 21? SW Oak St SIAL nk,St 'SwOak St (q ( Date U � C/ S " ORE STE IN Shorenstein Realty Services One SW Columbia Street,Suite 300 OPEN OFFICE 4 2 Portland, Oregon 97258 104 1 ® 1 1 ©1 1 3 WAITING I I I I ' 102 I Lincoln Center- Five Lincoln 1 1 7 ` I I l 10200 SW Greenburg Road ----------- L-------------- ___________J 16 5 Tigard, Oregon 97224 r---------------r--------------i Q Oi i I1 1 -------- Q 1 1 I i------ T-------------- ' O T FIDELITY TITLE I 1 1 I I 1 1 I ' I 1 ST FLOOR SUITE 110 1 i 1 1 1 i Q+ , , GB 220 220 GB r E3 i i i i B 1 i m .,� RAIG L. AVIS 0 0 b p «. PO D. OREGON 1 Q till 008 �o Q ' 0 I 0 0 0 a REVISIONS DATEU i U N SEPTEMBE1t 24, 2014 rn C PROJECT NUMBER 0 20146250 N 1 PARTIAL 18T FLOOR PLAN - TENANT IMPROVEMENT 0 1/8' = 1 '-0" WHEN PRINTED ON 22 x 34 PAPER U O GENERAL BUILDING NOTES: REFERENCE NOTES: LEGEND � ----ROOM NAME , A. NEW DOORS TO MATCH EXISTING. FIELD VERIFY DOOR Q1 NO WORK IN THIS ROOM / AREA. EXISTING FINISHES TO REMAIN. OFFICE Q ARCHITECTURAL PLAN DIMENSIONS AND STYLE. RE-USE EXISTING DOORS IF 51 OA —ROOM NUMBER REFERENCE NOTE ARCHITECTS PRACTICAL. Q2 PROVIDE NEW OR RELOCATED 3'-0" WIDE BUILDING STANDARD — ELEVATION REFERENCE ��. REVISION NUMBER o B. NEW DOOR HARDWARE FINISH TO MATCH EXISTING FINISH FRAMELESS TEMPERED GLASS DOOR AND SIDE LIGHT. DOOR AND — SHEET REFERENCE OF OTHER DOORS IN SUITE. SIDELIGHT TO BE FULL HEIGHT. 1120 NW Couch Street CPT-1 FLOORING TRANSITION Suite 300, Portland C C. FURNITURE N.I.C. AND SHOWN FOR REFERENCE ONLY. -�— REFERENCE PROVIDE NEW PARTIAL HEIGHT WALL WITH CHANNEL SET BUTT-GLAZED 4)—DETAIL SHEET REFERENCE CHANGE 0 R 9 7 2 0 9 RELITE ON TOP OF WALL. REINFORCE WALL WITH TUBE STEEL • BLANK OUTLET Tel: (503) 224.9656 10 SUPPORTS. BRACE HEAD OF RELITE PER DETAILS ON SHEET A4. ' EXTENTS OF WALL SHOWN DASHED. CENTERLINE OF NEW WALL TO ""---" EXISTING PARTITION OR N Fax: briar 299.6273 Z """--""""" �$ �DUPLEX www.gbdarchitects.com O ALIGN WITH CEILING GRID ABOVE. OBJECT TO BE REMOVED DENOTES NEW U EXISTING PARTITION TO N QUAD POWER 3 DOOR HARDWARE NOTES: PROVIDE MAG LOCK AT HEAD OF DOOR. REMAIN PROVIDE REQUEST TO EXIT DEVICE ON SECURE SIDE OF DOOR. MAG N VOICE DATA ROUGH IN LOCK TO BE TIED TO THE BUILDING FIRE ALARM SYSTEM AND TO SET NEW BUILDING STANDARD , © VOICE/ DATA 0.E TO FAIL SAFE. PARTITION $ SWITCH A-2 . T NEW DEMISING PARTITION Atp, FLOOR MONUMENT OUTLET er RELOCATE FURNITURE BASE FEED AS REQUIRED TO ACCOMODATE NEW i v. WALL. - BUILDING STANDARD RELITE BF FURNITURE OUTLET (BASE 0- 0 FEED) Tenant Approval N EXISTING DOOR AND FRAME I�,�d] FIRE EXTINGUISHER LU Q TO REMAIN Date U c'T a I I I 1 1 1 1 1 I 1 1 I ! 1 I 7 1 1 I 1 I 1 I I 1 I 1 I I 1 i 1 1 1 1 I 1 f ' 5 H Q R --' �----�--- ----t--- --_a___- --- ----1--- - ----P=4=t ------7-------------+--- -- 1 1 I 1 1 I 1 I I I I I 1 I 11 1 --i -L -- ---- -- �—t—� (�T'7 ��'''��T'��� �T�r I 1 I I I I 1 1 I I I I 1 I I I 1 i 1 I I I I I 1 1 I I 1 I I I i 1 I I I 1 I i�r___Y�_1__'Y___'1__" 1. 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INSTALL SUSPENDED ACOUSTICAL TILE CEILINGS TO MATCH (�i PROVIDE NEW EXIT SIGN ON SECURE SIDE OF GLASS DOOR. ---=-==== EXISTING PARTITION OR ;� 1 2X4 LIGHT FIXTURE TO BE -� (EXISTING) AFF UNLESS NOTED OTHERWISE. OBJECT TO BE REMOVED - REMOVED 4R RELOCATED ARCHITECTS B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL 02 RELOCATE EXISTING LIGHTS AND HVAC DIFFUSERS AS EXISTING PARTITION TO EXISTING 2X2 CEILING HVAC EQUIPMENT SEE DETAIL ON SHEET A-4. NECESSARY TO ACCOMODATE NEW WALL AND RECITE ASSEMBLY. o C. CENTER ALL RELOCATED DOWN LIGHTS, FIRE SPRINKLER HEADS, REMAIN DIFFUSER TO REMAIN 1120 NW Couch Street SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN �� NEW BUILDING STANDARD o EXISTING RECESSED CEILING LIGHT Suite 300, Portland Z CENTER OF 2X2 TILE UNLESS NOTED OTHERWISE. PARTITION FIXTURE TO REMAIN 0 R 9 7 2 0 9 c D. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED Tel: (503) 224.9656 BY CONSTRUCTION TO MATCH EXISTING. NEW DEMISING PARTITION b EXISTING SPRINKLER HEAD LOCATION Fax: (503) 299.6273 o - BUILDING STANDARD RELITE EXIT SIGN www.gbdarchitects.com Q $� ACOUSTIC CEILING GRID RELOCATED EXIT SIGN TO BE REMOVED OR 3 EXISTING 2X4 CEILING LiGHT ® SMOKE DETECTOR � FIXTURE TO REMAIN i E Q SPEAKER 04 NO ® NEW OR RELOCATED 2X4 o . CEILING LIGHT FIXTURE N a N Tenant Approval w u. N Q Date U �" S H O R E S T E I N A4 --ACOUS. INSULATION 4'-0" EACH SIDE OF INSULATED PARTITIONS. USPENDED ACOUSTIC CEILING SYSTEM N ETAL J BEAD BOX BEAM - (2) STUDS, SECURE TO 7 11 �/ y ONT. x " WIDE NEOPRENE GASKET Shorenstein Realty Services BOTTOM OF DECKING A4 f A4 EAD TRACK A4 One SW Columbia Street,Suite 300 DO NOT SCREW GYP. BD. TO RUNNER CHANNEL. BRACE 5'-0" O.C. // 3;" PREPAINT EXPOSED LEGS FLAT BLACK Portland, Oregon 97258 SEE DETAIL 3/A4. t ,--- " TYPE "X" GYPSUM BOARD ON 21" METAL STUDS 0 24" O.C. �=1N ALUM CHANNEL ACOUSTICAL INSULATION. r 10 A4 RUBBER BASE (SEE FINISH SCHEDULE) SEALANT CONTINUOUS ACOUSTIC SEALANT UNDER BOTTOM Lincoln Center- Five Lincoln TRACK AND BOTTOM OF GYP. BD. AT INSULATED 2 EQ. 4'-10" PARTITION ONLY. 10200 SW Greenburg Road WALL BEYOND o : . . CARPET (SEE FINISH SCHEDULE) 710, 17'-4" '-----EXISTING CONCRETE SLAB FLOOR Tigard, Oregon 97224 9 RELITE HEAD ACT 5 ELEVATION 1 TYP INTERIOR PARTITION FIDELITY TITLE HALF SIZE 1/4'1=1 'Of' 1 -1f2" = 1 '-0" 1ST FLOOR, SMITE 110 WALL BEYOND WHERE GYP. BOARD 18 GA. MTL. STUDS BOTH WALL OCCURS SIDES OF T.S. ANCHORED ' AND ATTACHED TO TOP DOUBLE STUD AT JAMB, TYP. TRACK. RUN LONG TO TOP S► � --- TEMPERED GLAZING %`' OF WALL• RAID vls a mTmymyyf SEALANT BUILDING STANDARD HOLLOW MTL 4;'. KNOCKDOWN FRAME in R ALUM CHANNEL ;: TUBE STEEL SUPPORT 008ANCHORED TO STUDS - ,7)BOTH SIDES. SEE F O DETAIL 12/A4 JiL ao —NEOPRENE SETTING BUILDING STANDARD HOLLOW MTL BLOCKS KNOCKDOWN FRAME o • Ins 4 ANCHOR 0 12" O.C. 10 FRAMELESS RELITE SILL AT FLOOR 6 SECTION AT TUBE STEEL 2 TYP INTERIOR DOOR/RELITE HALF SIZE HALF SIZE 1-1/21' = 1'-0" GLAZING / EXISTING STRUC. DECK-ABOVE. -- --(2) #10 SHT MTL SCREWS, REVISIONS D OR 3/16" SHOT ANCHORS oPOLISHED EDGE w/ 1 1/$" EMBEDMENT LINE OF EXISTING WALL ---- —ALTERNATE 45 DEG METAL DATE / ALUM CHANNEL ��. STUDS, 5'-0" O.C. SEPTEMBER 29, 2014 m ELOW = \�� � .---(2) X10 SHEET METAL '3 \` SCREWS o I PROJECT NUMBER FULL HEIGHT GLASS PANEL SET o 1 IN ALUM. CHANNEL. » 70146250 CHAMFERED AND POLISHED CEILING LEVEL 0 1/2" TEMPERED GLASS ( EDGES TYPICAL AT ALL VERTICAL REVEALAINT RACBLACK STUD) EDGES. USE "PzU WALL BELOW GRID TABAR CP" TRACKVER Q ALUM GLAZING CHANNEL STUD ATTACHMENT :2' HARDWOOD CAP-EASE EDGE 11 FRAMELESS VERT MULLION DETAIL 7 GLAZING AT PARTITION 3 WALL BRACING DETAIL HALF SIZE 3" = 1'-0" N T S -044'-0" A.F.F. ARCHITECTS OP OF WALL "00 NOTE:REINFORCE LOW PARTITION WALL WITH 2"X 2"TUBE STEEL MFG.' USG WELDED TO PL 318" MODEL: DONN Dx 1120 NW Couch Street _ BASE PLATE AND DUTY: MAIN TEE - HEAVY DUTY ___ REVEAL - PAINT BLACK ATTACHED To coNc. CONNECTION DEVICES TO BE.----- CROSS TEE - HEAVY DUTY Suite 300, Portland j DECK WITH 3/9'X T OF AN APPROVED TYPE AND MAX. DESIGN FIXTURE WEIGHT 75 LBS. R 9 2 0 9 C I I i I EXPANSION ANCHORS HAVE 100 CAPABILITY ACTUAL MAX. FIXTURE WEIGHT: SEPERATELY SUPPORTED i i CONNECTOR AT TOP OF WIRE: .3/16" SHOT ANCHOR W/ 1 1/8" EMBEDMENT Tel: (503) 224.9656 MTL STUD. FRAME INTO VERTICAL o VERTICAL STRUT AT SEISMIC STRUT: 3/4" CONDUIT W/ POSITIVE CONNECTION TO GRID Fax: (503) 299.6273 I i I i Z STUDS NESTED AT TUBE STEEL. 12'-0" O.C. EACH BUILDING STRUCTURE www.gbdarchitects.com O i i I , SEE DETAIL 6/A4. a- WAY COUNTERSLOPE HANGERS IF MORE J I I I p THAN 1:6 OUT OF PLUMB 1/2" PLYWOOD00 LATERAL BRACING SECURE ALL HANGERS To M ADDITIONAL HANGERS ALL BUILDING STRUCTURE O I I I DiR� MEMBERS WITHIN 8" OF TRAPEZE DUCTWORK AND j f i TUBE STEEL, SUPPORT 0 4'-0" << cTiQ�o PERIMETER OTHER LARGE OBSTRUCTIONS. I I I I O.C. AND 6 FROM END OF F F " CROSS RUNNERS FT A -4 10 e- I I I R,y POP RIVET RUNNER TO / �'n I I I I WING WALL. Mid ; WALL ANGLE AT 2 ADJACENT BETWEEN MAIN RUNNERS 7r I WALLS, FASTEN CLOSURE I I I I MAIN RUNNERS AT o 1 i 1 I I ANGLE W/ 6 SCREWS 4'-0" O.C. 4'-0" O.C. " j �t I i I I 5/8GYPSUM BOARD e DIRECTLY TO WALL FRAMING " .. 4-0 O.C. SUPPORT I I I {5 0 D.C.) (5 O O.C.} WITH #12 WIRE AT CL a OR PROVIDE STRUT " " Tenant Approval STABILIZER BAR BETWEEN 6 -0 MAX 12'-0- O.C. EACH WAY 4'-0" O.C. OR WITH pp w LATERAL BRACING AT 12'-0" O.C. EACH WAY. MAIN 10 WIRE AT 5'-0" --� i I i i ALL MEMBERS AT PERIMETER # � N i I I `� RUNNER TO STRUCTURE. BEGIN BRACING WITHIN 6'0" O.G. C) OF PERIMETER AND 2'-0" FROM CROSS MEMBER. Date 20 TOP OF LOW WALL 12 PARTIAL HEIGHT WALL REINF. 8 LATERAL BRACING FOR SUSPENDED CEILINGS HALF SIZE NTS NTS