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Plans BUP2013 00107 DRAWING INDEX DEMOLITION 1. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE X013 A-1 CODE SHEET & GENERAL INFORMATION STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT / ENGINEER. TENANT IMPROVEMENT FOR " (A"11GARD A-2 FLOOR PLAN / REFLECTED CEILING PLAN 2. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL EXISTING AREAS TO REMAIN FROM DAMAGES THAT NIC,t F SION S H 0 R E S T K I N A-3 INTERIOR DETAILS MIGHT OCCUR DURING DEMOLITION. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL AREAS THAT HAVE BEEN DAMAGED DUE TO INADEQUATE PROTECTION. SPRINGWATER WEALTH 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. SLIcarenstein Realty Services One SW Columbia Strut,Suite 300 CODE SUMMARY CONSTRUCTION CONTACTS Portland, Oregon 972. 8 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: 2, ALL DIMENSIONS ARE TO FACE OF FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL PARTITIONS TERMINATE AT THE SHORENSTEIN REALTY SERVICES, L.P. RUSSELL CONSTRUCTION, INCITE T , Incorporated FIRE PROTECTION SMOKE DETECTION SYSTEM UNDERSIDE OF THE EXISTING SUSPENDED CEILING UNLESS OTHERWISE NOTED, 5335 Meadows Road 20915 SW 105th Ave 1120 NW Couch Street Lincoln Center- Five Lincoln AUTOMATIC SPRINKLER SYSTEM Suite - 275 Tualatin, Oregon 97062-9511 Suite - 3OO AREA SUITE 320: 1,056 USF 3. MECHANICAL, ELECTRICAL AND FIRE PROTECTION SYSTEMS INDICATED ARE FOR INFORMATION ONLY. THESE SYSTEMS ARE Lake Oswego, Oregon 97035 Phone; 503/692-9002 Portland, Oregon 97209 10200 S rC Oa CONSTRUCTION TYPE: 2-B SUB-CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT, UNDER THE MASTER PERMIT FOR THIS PROJECT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR TO OBTAIN THESE PERMITS. Fax: 503/692-9002 Tigard, rl 4 CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT, BOTH EXISTING AND Phone: 503j619-3200 Phone: 503/224-9656 STORIES 7 Contact: Dann Sturdivant NEW. Fox: 503/619-3210 Fax: 503/299-6273 Email: Dsturdivant@russellconstruction.cam 4. MAINTAIN 100 SPRINKLER COVERAGE Contact: Andrea O'Neil Contact: Whit Middlecoff SPRINGWATER WEALTH OCCUPANT LOAD OCCUPANT LOAD FACTOR: 100 EGRESS NUMBER OF REQUIRED EXITS: 1 Cell Phone: 503j519-9506 Cell Phone: 503/756-9053 OCCUPANT LOAD: 11 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: aoneii0shorenstein.com Email: whit@gbdarchitects.com 3RD FLOOR, SUITE 320 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 ISApC THE RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR/VENDOR TO MEET CITY OF TIGARD BUILDING CODE, 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 B. SEAL ALL THROUGH FLOOR / RATED-WALL PENETRATIONS WITH RATED ASSEMBLIES AS REQUIRED TO MAINTAIN THE RAIG IS PERMITS UNDER THE MASTER PROJECT NUMBER. INTEGRITY OF FLOOR / WALL ASSEMBLY. EGRESS PLANb 9, DOORS OR OPENINGS LOCATED BY A WALL AT A RIGHT ANGLE ARE TO BE INSTALLED 4 INCHES FROM SAID CONDITION. THIS B. MECHANICAL WORK PS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. MECHANICAL WORK INDICATED IN THESE CONDITION IS TYPICAL AND WILL NOT BE DIMENSIONED. PORT D, OREGON DOCUMENTS IS FOR INFORMATION ONLY, MECHANICAL CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND 3008PROVIDE 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 CODE REQUIREMENTS. MECHANICAL CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN LEVER HARDWARE BUILD PROJECTS, AND SUBMIT PROJECT TO CITY OF TIGARD, MECHANICAL DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, OF 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. LIMITS OF WORK PERMIT, 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 -- - 1, MECHANICAL AND FIRE PROTECTION SYSTEM WORK INDICATED IS FOR INFORMATION ONLY. CONTRACTORS SHALL VERIFY � � ( ,,r � I OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. ! - - SIZES AND LOCATIONS OF ALL EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB-CONTRACTOR DESIGN/BUILD (AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTORi � D. ELECTRICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. ELECTRICAL WORK INDICATED IN THESE P MAY 7, 2013 TO OBTAIN THESE PERMITS. DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNERS - 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. 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 2. CONTRACTOR TO PROVIDE CFM DELIVERY FOR EACH REGISTER ON THE MECHANICAL DB DRAWINGS. BUILD PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM. ELECTRICAL DESIGN BUILD -a ! i DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT PRIOR � 3, ALL MECHANICAL PLANS ARE TO BE SUBMITTED FOR APPROVAL BY THE OWNERS' CONSTRUCTION MANAGER AND ARCHITECT r TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. ( PRIOR TO COMMENCEMENT OF MECHANICAL WORK. _ ! ✓ i � 0 _ ! & ' w 11 E. EXIT AND EGRESS LIGHTING SYSTEM ARE TO BE INSTALLED TO MEET THE IBC AND PRESCRIPTIVE LIGHTING PATH. EGRESS PLAN IS INDICATED IN THESE DOCUMENTS. 4. CONTRACTOR TO SUBMIT ALONG WITH BID NUMBER OF EXISTING AND PROPOSED VAV BOXES AND TERMINAL UNITS -- __-_ __ �� AREVISIONS ® CONTEMPLATED AS PART OF DESIGN BUILD CONTRACT, r - - F. MAINTAIN EXISTING BUILDING FIRE AND LIFE SAF SYSTEMS INCLUDING, BUT NOT LIMITED TO SPRINKLER SYSTEMS, SMOKE DETECTION SYSTEMS, SMOKE EVACUATION SYSTEMS, EXITING SYSTEMS AND EMERGENCY ANNUNCIATION SYSTEMS. c �, T LL G, ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES, AS MODIFIED FOR THIS BUILDING ONELECTRICAL 1- RECORD AT THE CITY OF TIGARD. IN CASE OF CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAW OR E` ORDINANCE SHALL GOVERN. NOTIFY ARCHITECT OF CONFLICTS. 1. ELECTRICAL WORK INDICATED IS FOR INFORMATION ONLY, CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL — PROJECT NURSER EQUIPMENT BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB--CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED H. IT IS THE CONTRACTOR'S 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. ! UNFAVORABLE CONDITIONS OR EVENT WHICH MIGHT HAVE BEEN DISCOVERED THROUGH A THOROUGH EXAMINATION OF THE DESIGNBUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND - -Z L 20094913 SITE. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CONSEQUENCES OF ACTING ON CONCLUSIONS DRAWN - --- , ! ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. FROM INFORMATION AVAILABLE AT THE TIME. L I, NOTIFY THE ARCHITECT IN WRITING, OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. 2. ALL NEW ELECTRICAL OUTLETS TO BE MOUNTED AT +16" UNLESS NOTED OTHERWISE. � it I J° PROVIDE ALL LABOR, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO PERFORM WORK SHOWN ON THE DRAWINGS 3. ALL RECEPTACLES, SWITCHES AND COVERS TO BE BUILDING STANDARD AND MATCH IN COLOR, FIELD VERIFY COLOR UNLESS _ _-_-- ___- ' _-- -_-_ _----- _ -- --- _--- -----_- - - _ �- AND DESCRIBED HEREIN. OTHERWISE NOTED. - 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. SEE111IT 111111110- N EGRESS PLAN FOR EGRESS LIGHTING PATH. ARCHITECTS (y) 6. CONTRACTOR TO GET FIRE LIFE SAFETY DESIGN PRICING AND DEVICE COUNT FROM SEIMENS. ELECTRICAL CONTRACTOR TO TES E. F I I ESS PAT IVICINITY PLAN INCLUDE FIRE LIFE SAFETY IN IT'S BID. ca --- -- -- 1120 NW Couch Street PROVIDEILLUMINATIONIT T L T (1 ) TSW Loclulst St, NORTH Suits 300, Portland , . 0R 97209 ISLE SU TIULY T TF°1 LI Sly m ..._ - — — ---------- - ---LU ------ --- TSI: (503) 224.9656 3quare Rd0 �,� '` � � �� Fax; (503) 299.6273 ` www.gbc arc hitecis.com ,E , -provedT %' be n job sibe. „g , A- 1 # s; C1z ” OFFICE COPY s ,V # .'" f�.�. C14 CY) Occupancy TypeOccupancy IAM E Tenant Approvalems. � � �� t., yE Construethm Ty"}$meq Date Pubz Yl z ti ,Ef i l 47. s IES ,7t Amssibility FINISH ELEVATIONS _ = ; PLASTIC ROOM # NAME FLOOR RASE N E $ W CEILING LAMINATE REMARKS _ 302 RECEPTION CPT R5 PI P1 P1 P1 ACT ---- --- * �- I� -- -- l- 10CONFERENCE CPT R P PT '306 CPT RB P1 P1 131 PI ACT 308 SPT r i € Pt Pt T Shorenstein Realty Services OFFICE 310 OFFICE CPT PLS PI PI PI €) ACT1 1 One SW Columbia Street,Suite 300 312 PE EXIST° __- RB _PI Pi PI PI ACT __E IS`"~ .._.._ _ll I -- -� p it i- ;- Portland, Oregon 9725$ I -T -_T FINISH LEGEND CODE PRODUCT --, Lincoln Center- Five Lincoln TILES TO MATCH EXISTINGACOUSTICAL CEILING TILE REPLACE STAINED DAMAGED til I CPT TB CARPET I j -- ' Ct --1- - f 10200 SW reenbur Road L ! 1 PI TBD GENERAL WALL PAINT I Tll ITPPETIISF Cal=[ --- r r � - Tia Oregon 7 TL RUBBER SE IN RESILIENT FLOOD' AREAS SITE TILE _ - �,i _� �, f l--�_� - - a —� LSPRINGWATER WEALTH � L _ I ' 3RD FLOOR, SUITE 320 DOOR SCHEDULE t -- r i --- CommentsT --- err$ 'I I No. of Hoa k/Jamb 1 I -_ roup - Loafs DetailNu or --- 2 PARTIAL 3RD FLOOR REFLECTED CEILING PLAN i. ......... ....._ -- 1 30$-1 --__2f A—wd 9F 1 —0 WHEN PRINTED ON 22 x 34 PAPER RAiG �, Is - - __ --- - PORTLA ID OREGON i3008 HARDWARE GROUPS OF GROUP 1: �r LATCH SET -- _ - -- HINGES - SILENCERS w a p' !MALL STOP a I _ OFFICE OFFICE OFFICE ! gas ii \2/ __ - f;l B B - - B I N BREAK I RECEPTION I; CONF. V6� � � 31 j 3a2 3a4 U ' SATE cMAY 7, 2013 "1 - +44 % PROJECT NUMBER 20094913 1 PARTIAL 3RD FLOOR PLAN0 1 /8" = V-0" WHEN PRINTED ON 22 x 34 PAPER as GENERAL BUILDING NOTES: REFERENCE NOTES.* LEGEND OFFICE ROOM NAME ARCHITECTURAL PLAN ��®aa�®-= EXISTING PARTITION QR �� Po®= 2X4 LIGHT FIXTURE TO DE A. NEW DOORS TO MATCH EXISTING. FIELD VERIFY DOOR NEW CARPET AND BASE THROUGHOUT. PAINT ALL NEW AND EXISTING � ROOM NUMBER REFERENCE NOTE OBJECT TO BE REMOVED REMOVED OR RELOCATED ARCHITECTS DIMENSIONS AND STYLE, RE—USE EXISTING DOORS IF WALLS, `_ PRACTICAL, REVISION NUMBER - EXISTING PARTITION TO EXISTING 2X2 CEILING HVAC B. NEW DOOR HARDWARE FINISH TO MATCH EXISTING FINISH � PROVIDE NEW OR RELOCATED BUILDING STANDARD DOOR. ELEVATION REFERENCE A = SHEET REFERENCE REMAIN DIFFUSER TO REMAIN 1-0 OF OTHER DOORS IN SUITE. CPT-1 1120 NW Couch Stmt C. FURNITURE N.I.C. AND SHOWN FOR REFERENCE ONLY, PROVIDE BUILDING STANDARD RELITE. FRAME SIZE AND STYLE TO DETAIL REFERENCE FLOORING TRANSITION NEW BUILDING STANDARD 0 EXISTING RECESSED CEILING LIGHT Suite 300, POrHand D. INSTALL SUSPENDED ACOUSTICAL TILE CEILINGS TO MATCH MATCH EXISTING. SHEET REFERENCE CHANGE PARTITION FIXTURE TO REMAIN 0 R 9 7 2 0 9 BLANK OUTLET NEW DEMISING PARTITION o Tel: (503) 224.9656 (EXISTING} AFF UNLESS NOTED OTHERWISE. � CLEAN AND POLISH EXISTING VCT IN BREAK ROAM. EXISTING SPRINKLER HEAD LOCATION 0 E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND __________ N Fax: (503) 299.6273 - - EXISTING PARTITION OR INTERSTITIAL EQUIPMENT SEE DETAIL ON SHEET A-4. -- - --- DUPLEX —= BUILDING STANDARD RELITE EXIT SIGN www.gbdarchitects.com co F. CENTER ALL RELOCATED DOWN LIGHTS, FIRE SPRINKLER OBJECT TO BE REMOVED DENOTES NEW � HEADS, SMOKE DETECTORS AND ALL OTHER CEILING - -- EXISTING PARTITION TO N QUAD POWER ACOUSTIC CEILING GRID EXIT SIGN TO BE REMOVED OR 0PENETRATIONS IN CENTER OF 2X2 TILE UNLESS NOTED REMAIN RELOCATED OTHERWISE, XONUMMEMNEW BUILDING STANDARD N VOICE/DATA ROUGH IN !Lo EXISTING 2X4 CEILING LIGHT sp SMOKE DETECTOR E G. REPLACE DAMAGED AND SOILED CEILING TILES WHERE — FIXTURE TO REMAIN AFFECTED BY CONSTRUCTION TO MATCH EXISTING, PARTITION SWITCH SPEAKER FLOOR MONUMENT OUTLET NEW OR RELOCATED 2X4 A-2 NEW DEMISING PARTITION �.. CEILING LIGHT FIXTURE C14co -- t= BUILDING STANDARD RELITE FURNITURE OUTLET (BASE FEED) Tenant Approval ,.� EXISTING DOOR AND FRAMEMCQ FIRE EXTINGUISHER — TO REMAIN ate HEAD TRACK , ATTACH TO SLAB ACOUS. INSULATION 4'-0" EACH SIDE OF I INSULATED PARTITIONS. COUS. INSULATION 4'-0" EACH SIDE OF INSULATED PARTITIONS. SUSPENDED ACOUSTIC CEILING SYSTEM e METAL J BEAD _ SUSPENDED ACOUSTIC CEILING SYSTEM CONT, x NUDE NEOPRENE GASKET Shorenstein Realty Services HEAD TRACK DO NOT SCREW GYP. BD. TO RUNNER CHANNEL, One SW Columbia Street,Suite 300 IAPREPAINT EXPOSED LEGS FLAT BLACK Portland, Oregon 97258 5/8TYPE "X" GYPSUM BOARD ON 2 P' TYPE "X" GYPSUM BOARD ON 2�" METAL 1/2P, METAL STUDS AT 24 Q.G. STUDS C 244' Q.C. ACOUSTICAL INSULATION, ACOUSTICAL INSULATION. RUBBER BASE (SEE FINISH SCHEDULE) RUBBER BASE (SEE FINISH SCHEDULE) _ r CONTINUOUS ACOUSTIC SEALANT UNDER CONTINUOUS ACOUSTIC SEALANT UNDER BOTTOM Lincoln Center® Five Lincoln BOTTOM TRACK AND BOTTOM OF GYP. BD. AT TRACK AND BOTTOM OF GYP. BD. AT INSULATED INSULATED PARTITION ONLY. PARTITION ONLY. QO Greenburg Road CARPET (SEE FINISH SCHEDULE) CARPET (SEE FINISH SCHEDULE) EXISTING CONCRETE SLAB FLOOR n EXISTING CONCRETE SLAB FLOOR Tigard, Oregon 5 TYP DEMISING PARTITION 1 TYP INTERIOR PARTITION SPRINGWATER WEALTH /2YY ...._ V-�IJF^8P 1 —1 f2Sffi _ 1 FLOOR, SUITE 320 WHERE GYP, BOARD WALL OCCURS ARC DOUBLE STUD AT JAMB, TYP. ,IRAIG L.Y VIS BUILDING STANDARD HOLLOW MTL u KNOCKDOWN FRAME 0 D, OREGON 3008 F- Md Q 0 J _ BUILDING STANDARD HOLLOW MTL KNOCKDOWN FRAME 1 -1/2" _ 19_048 EXISTING STRUC. DECK ABOVE. ---(2) #10 SHT MTL SCREWS, REVISIONS OR 3/16" SHOT ANCHORS W/ 1 1/8" EMBEDMENT BPO.0 ALTERNATE 5 G METAL DAT STUDS0 1 �� °a (2) #10 SHEET METAL �\ SCREWS ® I PROJECT NUMBER CEILING LEVEL 20094913 PAINT (TRACK STUD) REVEAL BLACK USE "PARTITION CLIP" OVER GRID T-BAR FOR TRACK STUD ATTACHMENT 3 WALL BRACING DETAIL1 `U- NTS co ARCHITECTS U- MFG. USG MODEL; DONN DX 1120 NW Couch Street DUTY: MAIN TEE - HEAVY DUTY CONNECTION DEVICES TO BE CROSS TEE - HEAVY DUTY Suite 300, Portland OF AN APPROVED TYPE AND MAX. DESIGN FIXTURE WEIGHT 75 LBS. R 9 7 2 0 9 LU LU HAVE 100# CAPABILITY ACTUAL MAX. FIXTURE WEIGHT: SEPERATELY SUPPORTED CONNECTOR AT TOP OF WIRE: 3/16" SHOT ANCHOR W/ 1 1/8" EMBEDMENT Tele ( ® ) 224.9656 0 SEISMIC STRUT: 3/4" CONDUIT W/ POSITIVE CONNECTION TO GRID �C1Xm t5 29M273 27 VERTICAL STRUT AT t 12'-0" O.C. EACH BUILDING STRUCTURE .gbdarchitects.com WAY -— --- COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB 0 LATERAL BRACING , SECURE ALL HANGERS TO BUILDING STRUCTURE C ADDITIONAL HANGERS ALL OTHER LARGE OBSTRUCTIONS. MEMBERS WITHIN 6" OF TRAPEZE DUCTWORK AND E Lo E PERIMETERA-3 S FIT POP RIVET RUNNER TO BCRQSEEN MAINRRUNNERS WALL ANGLE AT 2 ADJACENT WALLS, FASTEN CLOSURE I MAIN RUNNERS AT ANGLE W/ 6 SCREWS $" 4'-0" 0.C. 4'-O" O.C. � DIRECTLY TO WALL FRAMING (5'-0" Q.C.) (5'--0" O.C.) 4'®0" 12 SUPPORT OR PROVIDE STRUT WITH X12 WIRE AT Tenant naval STABILIZER BARB EENT� MAX � 12'-0" Ca,C. EACH WAYS � 4'-0" Q.G. OR WITH LATERAL BRACING AT 12'-0" O.C. EACH WAY. MAIN #10 WIRE AT 5'-0" �a to ALL MEMBERS AT PERIMETER RUNNER TO STRUCTURE. BEGIN BRACING WITHIN 6'O" O.C. C) >- OF PERIMETER AND 2'-0" FROM CROSS MEMBER. Cit U 4 LATERAL BRACING FOR SUSPENDED CEILINGS NTS