Plans (3) BUP2013 - 0004 7
DRAW_1_N__G1ND__EX- ---- DEMOLITION
1. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE RECEIVED
A-1 CODE SHEET & GENERAL INFORMATION STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT ENGINEER. TENANT IMPROVEMENT FOR
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 28 j
2013 P - E I
A-3 INTERIOR DETAILS / SCHEDULES MIGHT OCCUR DURING DEMOLITION. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL AREAS THAT HAVE BEEN RELIANCE STANDARD ITYOFTIGARO
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DAMAGED DUE TO INADEQUATE PROTECTION. BUILDING DIVISION
3. MAINTAIN 100% SPRINKLER COVERAGE,
4. REMOVE ALL EXISTING SIGNAGE, PICTURES, NAILS, HOOKS, EQUIPMENT, ETC., LEFT BEHIND FROM PRIOR TENANT, FROM ALL
CODE SUMMARY WALLS, DOORS, DOOR FRAMES, STRUCTURAL, AND CONCRETE CEILING.
Shorenstein Realty Services
- CONSTRUCTION
___- - -____ -- --- ____-- One SW Columbia Street,Suite 300
CONTACTS Portland, Oregon 97258
CODE 2010 OREGON STRUCTURAL SPECIALTY & ZONING MUE-1 --- _ - -- -
UNIFORM FIRE CODE 1. PERFORM ALL WORK IN ACCORDANCE WITH ESTABLISHED BUILDING STANDARDS FOR TENANT IMPROVEMENTS.
FIRE PROTECTION SMOKE DETECTION SYSTEM 2. ALL DIMENSIONS ARE TO FACE OF FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL PARTITIONS TERMINATE AT THE BUILDING MANAGEMENT: CONTRACTOR: ARCHITECT:
UNDERSIDE of THE EXISTING SUSPENDED CEILING UNLESS OTHERWISE NOTED. SHORENSTEIN REALTY SERVICES, L.P. RUSSELL CONSTRUCTION, INC GBD ARCHITECTS, Incorporated
AREA SUITE 500: 1445 USF CONSTRUCTION TYPE: 2-B 5335 Meadows Road 20915 SW 105th Ave 1 120 NW Couch Street ! Lincoln Center- One Lincoln
3. MECHANICAL, ELECTRICAL AND FIRE PROTECTION SYSTEMS INDICATED ARE FOR INFORMATION ONLY. THESE SYSTEMS ARE
SUB-CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT, UNDER THE MASTER PERMIT FOR Suite - 275 Tualatin, Oregon 97062-9511 Suite - 300 ! 10300 SW Greenburg Road
STORIES 5 THIS PROJECT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR TO OBTAIN THESE PERMITS. Lake Oswego, Oregon 97035 Portland, Oregon 97209
CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT, BOTH EXISTING AND g g Phone: 503/692.9002 g Tigard, Oregon 97224
OCCUPANT LOAD OCCUPANT LOAD FACTOR: 100 EGRESS NUMBER OF REQUIRED EXITS: 1 NEW. Phone: 503/619-3200 Fax: 503/692.9008 Phone: 503/224-9656
OCCUPANT LOAD : 15 4. MAINTAIN 100% ALARM COVERAGE. Fax: 503/619-3210 Contact: Donn Sturdivant Fax: 503/299-6273
Email: Dsturdivant@russellconstruction.com
5. ALL WALLS, DOORS, FLOORS, CEILINGS WITHIN THE LIMITS OF WORK NOTED, ARE TO BE PATCHED, PLASTERED, SANDED AND Contact: Andrea O'Neil Contact: Whit Middlecoff Reliance Standard
PREPARED READY FOR THE NEW FINISH SPECIFIED. Cell Phone: 503/519-9506 Cell Phone: 503/758-9053 2ND FLOOR SUITE 265
GENERAL NOTES THE FOLLOWING GENERAL NOTES APPLY TO EACH DRAWING IN THIS Email: aoneil@shorenstein.com �
6. PROVIDE EXIT SIGNS AND EMERGENCY LIGHTING SYSTEM IN CONFORMANCE WITH CITY OF TIGARD REQUIREMENTS. Email: whit@gbdarchitects.com
PACKAGE. THEY DO NOT REAPPEAR ON THE INDIVIDUAL SHEETS,
7. THE DESIGN OFALL SEISMIC BRACING AND SUPPORTS FOR CEILING, MECHANICAL AND ELECTRICAL ITEMS AND. PARTITIONS IS
A. ALL WORK IN THIS BUILDING IS TO BE PERFORMED UNDER THE CITY OF TIGARD PERMIT PROGRAM. A MASTER PROJECT THE RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR/VENDOR TO MEET CITY OF TIGARD BUILDING CODE. ��
NUMBER WILL BE ISSUED FOR THE PROJECT. ALL OTHER DESIGN BUILD PERMITS ARE TO BE TAKEN OUT AS SEPARATE ��Q
/ EGRESS PLAN---PERMITS UNDER THE MASTER PROJECT NUMBER. 8. SEAL ALL THROUGH FLOOR RATED-WALL PENETRATIONS WITH RATED ASSEMBLIES AS REQUIRED TO MAINTAIN THEC
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INTEGRITY OF FLOOR / WALL ASSEMBLY.
B. MECHANICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. MECHANICAL WORK INDICATED IN THESE CRAIG L VIS
DOCUMENTS IS FOR INFORMATION ONLY, MECHANICAL CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND 9. DOORS OR OPENINGS LOCATED BY A WALL AT A RIGHT ANGLE ARE TO BE INSTALLED 4 INCHES FROM SAID CONDITION. THIS n 3 4 5 s 7 s s 10 11 �2 13 1a �'
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. Y
CODE REQUIREMENTS. MECHANICAL CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN 10, ALL NEW AND EXISTING DOORS TO BE SOLID CORE FLUSH TO MATCH BUILDING STANDARD AND HAVE BUILDING STANDARD CFT -
BUILD PROJECTS, AND SUBMIT PROJECT TO CITY OF TIGARD. MECHANICAL DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, LEVER HARDWARE
IORT D, OREGON
AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR 3008 `
PERMIT. 11. UTILIZE ZERO VOC PAINT SYSTEMS, INCLUDING PRIMERS AND FINISH PRODUCTS. ��� CIA)
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. -
OF
DOCUMENTS IS FOR INFORMATION ONLY, PLUMBING CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROVIDE I
ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING CODE 13. EDGE-BANDING ON ALL CASEWORK IS TO MATCH THE VERTICAL SURFACES UNLESS OTHERWISE NOTED.
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 E
OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. - -- '
MECHANICAL -LIMITS- OF
D. ELECTRICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. ELECTRICAL WORK INDICATED IN THESE �' PW RK
DOCUMENTS IS FOR INFORMATION ONLY, ELECTRICAL 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 1. MECHANICAL AND FIRE PROTECTION SYSTEM WORK INDICATED IS FOR INFORMATION ONLY. CONTRACTORS SHALL VERIFYFM
CODE REQUIREMENTS. ELECTRICAL CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN SIZES AND LOCATIONS OF ALL EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB-CONTRACTOR DESIGN/BUILD a
BUILD PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM. ELECTRICAL DESIGN BUILD ID
AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR o
DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT PRIOR TO OBTAIN THESE PERMITS. DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S A
- - - .
TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. CONSTRUCTION MANAGER AND ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. - - - - - - - zw
E. EXIT AND EGRESS LIGHTING SYSTEM ARE TO BE INSTALLED TO MEET THE IBC AND PRESCRIPTIVE LIGHTING PATH (IBC 2007.) 2. CONTRACTOR TO PROVIDE CFM DELIVERY FOR EACH REGISTER ON THE MECHANICAL DB DRAWINGS.
3 EGRESS PLAN IS INDICATED IN THESE DOCUMENTS. !
3. ALL MECHANICAL PLANS ARE TO BE SUBMITTED FOR APPROVAL BY THE OWNERS' CONSTRUCTION MANAGER AND ARCHITECT
0 F. MAINTAIN EXISTING BUILDING FIRE AND LIFE SAFETY SYSTEMS INCLUDING, BUT NOT LIMITED TO SPRINKLER SYSTEMS, SMOKE PRIOR TO COMMENCEMENT OF MECHANICAL WORK.
U DETECTION SYSTEMS, SMOKE EVACUATION SYSTEMS, EXITING SYSTEMS AND EMERGENCY ANNUNCIATION SYSTEMS. REVISIONS
p
4. CONTRACTOR TO SUBMIT ALONG WITH BID NUMBER OF EXISTING AND PROPOSED VAV BOXES AND TERMINAL UNITS G. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES, AS MODIFIED FOR THIS BUILDING ON CONTEMPLATED AS PART OF DESIGN BUILD CONTRACT.
U RECORD AT THE CITY OF TIGARD. IN CASE OF CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE ! DATE
MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAW OR ELECTRICAL FEBRUARY 25, 2013
ORDINANCE SHALL GOVERN. NOTIFY ARCHITECT OF CONFLICTS.
--
3 H. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR
UNFAVORABLE CONDITIONS OR EVENT WHICH MIGHT HAVE BEEN DISCOVERED THROUGH A THOROUGH EXAMINATION OF THE
p 1. ELECTRICAL WORK INDICATED IS FOR INFORMATION ONLY. CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL I PROJECT NUMBER
SITE. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CONSEQUENCES OF ACTING ON CONCLUSIONS DRAWN EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB-CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED _
0 FROM INFORMATION AVAILABLE AT THE TIME. UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR TO OBTAIN THESE PERMITS. �- 20094543
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DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND
NOTIFY THE ARCHITECT IN WRITING, OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. •7
� ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. P
J. PROVIDE ALL LABOR, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO PERFORM WORK SHOWN ON THE DRAWINGS -
C AND DESCRIBED HEREIN. 2. ALL NEW ELECTRICAL OUTLETS TO BE MOUNTED AT +18" UNLESS NOTED OTHERWISE. iu
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U 3. ALL RECEPTACLES, SWITCHES AND COVERS TO BE BUILDING STANDARD AND MATCH IN COLOR. FIELD VERIFY COLOR UNLESS
OTHERWISE NOTED.
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4. SWITCHING FOR ALL LIGHT FIXTURES TO BE COORDINATED BETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS PRIOR TO I
BEGINNING OF WORK. CONFIRM W/ ARCHITECT.
5. MODIFY EMERGENCY EGRESS LIGHTING AS NECESSARY TO MATCH PRESCRIBED PATH AND TO CONFORM WITH IBC 2003. SEE
C14 EGRESS PLAN FOR EGRESS LIGHTING PATH. A ARCHITECTS
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N 6. CONTRACTOR TO GET FIRE LIFE SAFETY DESIGN PRICING AND DEVICE COUNT FROM SEIMENS. ELECTRICAL CONTRACTOR TO
VICINITYPLAN INCLUDE FIRE LIFE SAFETY IN IT'S BID. LEGEND
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PROVIDE EGRESS ILLUMINATION ALONG EXIT PATH NOT LESS THAN (1 ) FOOT
CANDLE MEASURED CONTINUOULY AT THE WALKING SURFACE.
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GENERAL BUILDING NOTES:
99 P F S T 9 1 N
A. NEW DOORS TO MATCH EXISTING. FIELD VERIFY DOOR
__. DIMENSIONS AND STYLE.
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_ „T1 �� i -- ____ ___j_1!- i � _ _ REFERENCE NOTES Portland, Oregon 97258
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REMOVE ALL FLOORING AND BASE MATERIALS.
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PROVIDE and INSTALL NEW CASEWORK TO MATCH STYLE 2ND FLOOR SUITE 265
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TYPICAL.
0 EXISTING CASEWORK TO REMAIN. �,��'� A��
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1 PARTIAL 2ND FLOOR DEMOLITION PLAN Z 3 PARTIAL 2ND REFLECTED CEILING DEMOLITION PLAN z PROVIDE and INSTALL FINISHED END PANEL. w AIG L. D IS
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/ / O9 RUBBER BASE. � PORT;N OREGON
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FEBRUARY 25, 2013
OFFICE SHEET REFERENCE
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N 20094543
EXISTING PARTITION OR DUPLEX
a OBJECT TO BE REMOVED DENOTES NEW
a EXISTING PARTITION TO
N QUAD POWER
2 PARTIAL 2ND FLOOR PLAN Z 4 PARTIAL 2ND REFLECTED CEILING PLAN Z REMAIN
v' N VOICE/DATA ROUGH-IN
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1 /8" = 1 '-0" WHEN PRINTED ON 22 x 34 PAPER 1/8" = V-0" WHEN PRINTED ON 22 x 34 PAPER NEW BUILDING STANDARD
/ / PARTITION SWITCH
BUILDING STANDARD RELITE � FLOOR MONUMENT OUTLET
04 w EXISTING DOOR AND FRAME BF FURNITURE OUTLET (BASE ARCHITECTS
N TO REMAIN FEED)
g 1120 NW Couch Street
A3 Suite 300, Portland
RCP LEGEND
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ACOUSTIC CEILING GRID o NEW OR RELOCATED Tel: (503) 224.9656 RECESSED CEILING LIGHT ( )
O �;' �� l I RECESSED Fax: 503 299.6273
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--- O EXISTING 2X4 CEILING LIGHT FIXTURE
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o REMOVED OR RELOCATED
EXISTING 2X2 CEILING HVACco 0 SMOKE DETECTOR
a_ o DIFFUSER TO REMAIN Tenant Approval
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5 BREAK/SERVER #204 + #205 o EXISTING RECESSED (D SPEAKER
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FINISH SCHEDULE _ _
CONTINUOUS MINERAL ,>
BLANKET INSULATION. ACOUS. INSULATION 4 -0 EACH SIDE OF
Room Room Floor Base Ceiling ' WALL FINISH CASEWORK INSULATED PARTITIONS.
CONT. WOOD CLEAT, WINDOW CONTINUOUS MINERAL
Number Name Finish Finish FinishNorth ' East ) SOUth West Cab. Counter ° ° ANCHOR TO METAL SILL BLANKET INSULATION. N \ SUSPENDED ACOUSTIC CEILING SYSTEM
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- FASTEN METAL STUD
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200 I OPEN OFFICE CPT-1 TRB-1 ACT-1 p-1 P-1 P-1 P-1
X GASKET TO EXISTING HEAD TRACK
201 OFFICE ;CPT-IRB-1 ACT-1 P-1 P-1 P-1 P-1 w ADJUSTABLE SHELVES WINDOW FRAME WITH 3 DO NOT SCREW GYP. BD. TO RUNNER CHANNEL.
. ..... _-_.._. -- „DOUBLE-STICK" TAP 34 PREPRINT EXPOSED LEGS FLAT BLACK
202 OFFICE CPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 ° E
L -- _ _ _ ° ° i-- DO NOT SCREW GYP. - TYPE "X' GYPSUM BOARD ON 2j" METAL
203 OFFICE CPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 BD. TO STUD STUDS ® 24" O.C. Shorenstein Realty Services
204 BREAK VCT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 WD-2 PL-1 WOOD DOORS ACOUSTICAL INSULATION. One SW Columbia Street,Suite 300
MATCH EXISTING SILL
205 SERVER VCT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 WD-2 PL-1 -- _ BELOW FINISH SCHEDULE) Portland, Oregon 97258
___ INTERIOR FINISH \ RUBBER BASE (SEE N E
_...__ � SCREW GYPSUM TO �
/ SECOND STUD CONTINUOUS ACOUSTIC SEALANT UNDER BOTTOM
TRACK AND BOTTOM OF GYP. BD. AT INSULATED
- MATCH EXIST. DIM. i i PARTITION ONLY.
CARPET (SEE FINISH SCHEDULE)
FINISH LEGEND -- - ---EXISTING CONCRETE SLAB FLOOR Lincoln Center- One Lincoln
(CODE _ NAME MANUFACTURER ! DESCRIPTION - — 10300 SW Greenburg Road
GENERALBASE - — Tgp — - -- - - — _F COLOR:-TBD, HEIGHT: 4�,- (STRAIGHT @----CA R P E--T--,covE-D.-@-- 8 TYPICAL UPPER CABINETS 5 PARTITION CLOSURE AT MULLION 1 TYP INTERIOR PARTITION 1 Tigard Oregon 97224' RESILIENT FLOORING)
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PT-1 CARPET SHAW f STYLE: TBD, COLOR: TBD, BACKING: TBD, SIZE. TBD
j I I j Reliance Standard
WHERE GYP. BOARD
WALL OCCURS ' 2ND FLOOR, SUITE 265
VCT-1 RESILIENT FLOOR TBD PRODUCT: VCT, PRODUCT: TBD, COLOR: TBD, SIZE: TBD j q OF DOOR WHERE OCCURS _
--DOUBLE STUD AT JAMB, TYP.
—_ ----_ -- - .- VINYL COMPOSITION TILE
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Number 'I Group Leafs Detail
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204-1 2/A-3 MATCH STYLE AND EXISTING STRUC. DECK
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OR 3/16" SHOT ANCHORS
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Uo --ALTERNATE 45 DEG METAL REVISIONS
o HARDWARE GROUPS e e WOOD DOOR MATCH � �� sruDs, 8'-0" O.C.
- - STYLE, PROFILE, ��� Z 10 SHEET METAL ( DATE
-- - - ...---- --- -..._— .. -- --- DIMENSIONS AND FINISH O #
X TO EXISTING CASEWORK. SCREWS
� GROUP 1: LLJ FEBRUARY 25, 2013
�
3 LATCH SETC3 HINGES
0 SILENCERS ° III MATCH EXISTING CEILING LEVEL PROJECT NUMBER
p WALL STOP _ ° INTERIOR FINISH RPAINT EVEALTBLACKSTUD) ZOO94543
RUBBER BASE
USE "PARTITION CLIP" OVER
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N MODEL: DONN DX ARCHITECTS
DUTY: _ MAIN TEE — HEAVY DUTY
N CONNECTION DEVICES TO BE CROSS TEE — HEAVY DUTY
OF AN APPROVED TYPE AND MAX. DESIGN FIXTURE WEIGHT 75 LBS.
HAVE 100# CAPABILITY ACTUAL MAX. FIXTURE WEIGHT: SEPERATELY SUPPORTED 1120 NW Couch Street
CONNECTOR AT TOP OF WIRE: 3/16" SHOT ANCHOR W/ 1 1/8" EMBEDMENT
SEISMIC STRUT: 3/4" CONDUIT W/ POSITIVE CONNECTION TO GRID Suite 300, Portland
VERTICAL STRUT AT
w 12'-0" O.C. EACH BUILDING STRUCTURE Q R 9 7 2 0 9
WAY COUNTERSLOPE HANGERS IF MORE Tel: (503) 224.9656
— THAN 1:6 OUT OF PLUMB
LATERAL BRACING
- - Fax; 503 299.6273
vi \ SECURE ALL HANGERS TO bdarchitects.com
M ADDITIONAL HANGERS ALL BUILDING STRUCTURE www.gbdarchitects.com
`t �\ TRAPEZE DUCTWORK AND
MEMBERS WITHIN 8" OF \ OTHER LARGE OBSTRUCTIONS.
O PERIMETER
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WALL ANGLE AT 2 ADJACENT
WALLS, FASTEN CLOSURE MAIN RUNNERS AT
E ANGLE W/ #6 SCREWS 8" 4'—O" O.C. 4'-0" O.C. 4'-0" O.C. SUPPORT A-3 Q DIRECTLY TO WALL FRAMING (5'-0" O.C.) (5'-0" O.C.) WITH #12 WIRE AT
00 OR PROVIDE STRUT 6'-0" MAX
STABILIZER BAR BETWEEN 12'-0" O.C. EACH WAY 4'-0" O.C. OR WITH
O 19t LATERAL BRACING AT 12'-0" O.C. EACH WAY. MAIN #10 WIRE AT 5'-0"
O , ALL MEMBERS AT PERIMETERC14 co RUNNER TO STRUCTURE. BEGIN BRACING WITHIN 6'0" O.C.
OF PERIMETER AND 2'-0" FROM CROSS MEMBER.
0 o Tenant Approval
U N 4 LATERAL BRACING FOR SUSPENDED CEILINGS
Q NTS Date
U "-