Plans (3) BUP2014 00192
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NIMBUS CENTER SUITE 700
RECEIVED
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BEAVERTON ., OREGON 97008
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CITY OFTIGARJ
BUILDING DIVISION
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GENERAL PROJECT NOTES VICINITY MAP: BUILDING DESCRIPTION
DRAWING INDEX
427 NW 6th Avenue
Portland,Oregon 97205
P:503,432.8617
A. ALL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL,STATE,AND LOCAL CODES, M. PROTECT PROPERTY,ADJACENT PROPERTY AND BUILDING MATERIALS FROM DAMAGE COMMERCIAL SPACE WITHIN STRIP MALL CS COVER SHEET E:lrfo4 luentassignpd—om
WHICH EVER IS MOST STRICT. SPECIFICATIONS AND STANDARDS MEAN,AND ARE DUE TO CONSTRUCTION. W:fiu.ntdesig�pd—.'
ID2.1 0 DEMOLITION PLAN &FLOOR PLAN
INTENDED TO BE,THE ADOPTED EDITION,AMENDMENT OR REVISION OF SUCH REFERENCE
ID4.1 0 REFLECTED GEEING PLAN
STANDARD(S) IN EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS. N. CONTRACTOR TO PROVIDE ALL NECESSARY TESTING AND COORDINATE ALL REQUIRED
I D5.1 0 INTERIOR ELEVATIONS & DETAILS
OBSERVATIONS AND INSPECTION.
(0 FLUENT DESIGN,INC
B. USE DIMENSIONS SHOWN. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM rSCOPE OF WORK THESE DRAWINGS ARE THE PROPERTY OF FLUENT DESIGN
AND ARE NOT TO BE REPRODUCED IN ANY
DRAWINGS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CROSS CHECK DETAILS P. MAINTAIN DUST CONTROL MEASURES THROUGHOUT THE DURATION OF THE PROJECT AS
PRIOR WRITTEN
MANNER,E CEPT WITH THE PR
AND DIMENSIONS SHOWN ON THESE DRAWINGS WITH RELATED REQUIREMENTS ON THE REQUIRED BY GOVERNING JURISDICTION. DEMO OF CASEWORK IN EXISTING RESTAURANT SPACE. ADDITIONAL APPROVAL OF FLUENTIDESIGN
CIVIL,STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND OTHER DRAWINGS AS
CASEWORK, BRING RESTROOMS UP TO ADA CODE.
APPLICABLE. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BEFORE COMMENCING Q. PREPARE ALL FLOOR AND WALL SURFACES FOR NEW FINISHES, REFER TO FINISH
WORK. SCHEDULENOTIFY ARCHITECT IN WRITING IF DAMAGE TO FRAMING OR SUPPORT
ELEMENTS EXISTS ONCE SIDING IS REMOVED.
C. ALL DIMENSIONS ARE TO FACE OF FINISH, UNLESS NOTED OTHERWISE.
R. PROVIDE FLOOR LEVELING AS REQUIRED TO INSURE QUALITY INSTALLATION OF
D. CONDITIONS AND DETAILS MARKED'TYPICAL"APPLY IN ALL CASES UNLESS SPECIFICALLY PRODUCT(S). VALUATION OF CONSTRUCTION CONTACTS
INDICATED OTHERWISE. WHERE NO SPECIFIC DETAIL IS SHOWN,THE CONSTRUCTION
SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR THE TYPICAL CONSTRUCTION S. ALL NEW WALLS TO BE SMOOTH FINISH LEVEL 4, UNLESS NOTED OTHERWISE.
$28,399.00
ON THE PROJECT. VERIFY QUANTITY PRIOR TO BID.
DESIGNER TENANT GENERAL CONTRACTOR
E. FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT REQUIRED FOR THE SUCCESSFUL, r DEFERRED SUBMITTALS FLUENT DESIGN, INC. JET SET COFFEE COMMERCIAL CONTRACTORS, INC.
EFFICIENT AND FUNCTIONAL PROJECT COMPLETION NOT INDICATED IN THE Pf CF T I G A R -3
427 NW 5TH AVE
S4pqC)o 5573 S. 1st CIRCLE
CONSTRUCTION DOCUMENTS AT NO ADDITIONAL COST. MECHANICAL
PORTLAND, OR 97209 BEAVERTON, OREGON 97008 RIDGEFIELD,WA 98642
/�p proved by PIC-3n `1€n ELECTRICAL
P:503.432.8617 P: P: 503.227.4440
F. DISCREPANCIES IN ANY SCHEDULE OR DRAWING DO NOT RELIEVE THE CONTRACTOR PLUMBING
FROM THE WORK INTENDED IN THE DRAWING OR DESCRIBED IN THE SPECIFICATIONS. PROJECT SITE
t e: FIRE SPRINKLER &ALARM CONTACT:COLLEEN MURPHY CONTACT:TODD RINGEISEN CONTACT: ERIC MONEY
G. A COMPLETE, CURRENT SET OF THE PERMITTED CONSTRUCTION DOCUMENTS MUST BE
KEPT ON THE JOB SITE AND AVAILABLE TO THE BUILDING OFFICIAL FOR THE DURATION OF FIRE AND LIFE SAFETY NOTES FIRE AND LIFE SAFETY LEGEND
CODE SUMMARY
THE PROJECT.
Q
DIRECTIONAL PATH OF EGRESS BUILDING CODES:
H. THE CONTRACTOR SHALL EVALUATE THE JOBSITE SAFETY THEREOF AND SHALL BE FULLY A. CONFIGURE FIRE DETECTION, INTERNAL ALARM AND CENTRAL REPORTING SYSTEMS IN 2010 IBC WITH OR STATE AMENDMENTS (D
AND SOLELY RESPONSIBLE FOR THE JOBSITE SAFETY OF SUCH MEANS,METHODS, ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION AND IN COMPLIANCE p
TECHNIQUES,SEQUENCES OR PROCEDURES IN ORDER TO PROVIDE ADEQUATE OCCUPANT LOAD AND DISCHARGE DIRECTION GENERAL BUILDING DESCRIPTION:
WITH THE GOVERNING EDITIONS OF ADA, ANSI AND THE BUILDING CODE, THE EQUIPMENT
SAFEGUARDS,SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER FURNISHED SHALL BE COMPATIBLE AND BE UL LISTED, FM APPROVED OR LISTED BY A INDICATOR CONSTRUCTION TYPE:
NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC;AND TO
NATIONALLY RECOGNIZED TESTING LABORATORY IN ACCORDANCE WITH THE APPLICABLE ROOM SPACE SUMMARY NUMBER OF STORIES: I
LU
PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY
NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS. SPRINKLED: NO
THE CONTRACTOR. THE CONTRACTOR SHALL ALSO COMPLY WITH JOBSITE SAFETY ROOM NAME
ROOM---' OCCUPANCY GROUP:'A-2'ASSEMBLY
REQUIREMENTS AS REQUIRED BY THE GOVERNING JURISDICTION. B. ALL INSULATION INDICATED ON PLANS SHALL COMPLY WITH OR EXCEED THE REQUIREMENTS NAME - ROOM NUMBER
RM #: 10 EXITS:MOST RESTRICTIVE PREVAILING BUILDING CODE (GOVERNING EDITION) FOR SMOKE OCCUPANCY CLASSIFICATION
EXITS:
OCC: R2---
J. DO NOT NOTCH OR DRILL JOISTS, BEAMS, OR LOAD BEARING STUDS WITHOUT THE PRIOR DENSITY AND FLAME SPREAD. APPROXIMATE AREA OF WORK: 1,186 SF
AREA: 8"S-F— ROOM AREA
APPROVAL OF THE STRUCTURAL ENGINEER, OR PER MANUFACTURERS SPECIFICATIONS.
FACT: 20G-, OCCUPANCY: 'A-2' RESTAURANT/COMMERCIAL KITCHEN
V)
C. PROVIDE EMERGENCY EXIT ILLUMINATION AND SIGNAGE AS REQUIRED BY PREVAILING LOAD: OCCUPANCY LOAD FACTOR
OCCUPANT LOAD FACTOR: 15/200
K. EVENLY DISTRIBUTE CONSTRUCTION MATERIALS IF PLACED ON FRAMED FLOORS OR ROOF. LOCAL JURISDICTION, BUILDING CODE, NFDA,OR NFPA (CURRENT EDITION). OCCUPANT LOAD NUMBER OF PROPOSED OCCUPANTS: 42 (REFER TO FLS PLAN)
LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FEET. —
NUMBER OF EXITS REQUIRED (TABLE 1015.1): 1
PROVIDE EMERGENCY EGRESS LIGHTING WHERE REQUIRED TO MAINTAIN CODE SPECIFIED FE FIRE EXTINGUISHER: NUMBER OF EXITS PROVIDED: 2
L. PROVIDE ALL WORK IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IN THE ILLUMINATION. MINIMUM WIDTH OF CORRIDOR:44" LU
LOCATION PER LOCAL FIRE MARSHALL DIRECTION
CONFIGURATIONS) SHOWN. DO NOT TO DEVIATE FROM THESE CONFIGURATIONS) SECTION 1006.4 PERFORMANCE OF SYSTEMS MINIMUM WITH AT EGRESS DOORS:36"
WITHOUT THE SPECIFIC WRITTEN PERMISSION OF THE ARCHITECT OF RECORD.
EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL EXIT SIGN WITH EMERGENCY EGRESS LIGHTING LOCKS &LATCHES (1008.1.9.3):WHERE LOCKS AND LATCHES ARE PROVIDED AT MAIN EXTERIOR DOORS,THE
ILLUMINATION THAT IS AT LEAST AN AVERAGE OF I FOOT-CANDLE (I I LUX) AND LOCKING DEVICE MUST BE READILY DISTINGUISHABLE AS LOCKED AND SIGNAGE PROVIDED STATING
A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (I LUX) MEASURED ALONG THE 'THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED.
PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE
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PERMITTED TO DECLINE TO 0.6 FOOT CANDLE (6 LUX) AT THE END OF THE RESTROOMS
TYPICAL SYMBOLS TYPICAL ABBREVIATIONS EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-M INIM UM TABLE 29-A 1,186/200 SF= 6 1:1-15
ILLUMINATION UNIFORMITY RATIO OF 40 TO I SHALL NOT BE EXCEEDED. NUMBER OF PLUMBING FIXTURES REQUIRED I TOILETS AND 1 SINKS PER SEX
U
NOTES: NOT ALL SYMBOLS SHOWN
NOTES: I NOT ALL ABBREVIATIONS SHOWN MAY BE USED
NUMBER OF PLUMBING FIXTURES PROVIDED 2 TOILETS AND 2 SINKS (UNISEX PER 2902.3 EXCEPTION 2)
MAY BE USED 2 ABBREVIATIONS MAY BE USED IN CONJUNCTION WITH EACH OTHER
ALL RESTROOM FINISHES MUST COMPLY WITH APPLICABLE CODES
V) OD
NUMBER G ANGLE EL ELEVATION OH OVERHEAD
CENTER LINE ELEV ELEVATOR OTS OPEN TO STRUCTURE
------------------------------
CHANNEL ENCL ENCLOSURE 0
0
DEGREE(S) ENM ENAMEL PL PLATE or PLASTIC LAMINATE or DINING LU
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---------------- ..................-----------
0 DIAMETER EO ELECTRIC OUTLET PROPERTY LINE AREA tY
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INCH (ES) ETR EXISTING TO REMAIN PT PRESSURE TREATED RM #: 101
LETTER EX EXISTING PWD PLYWOOD
FOOT (FEET) . 0
OCC: A-2
# NUMBER EXT EXTENSION or EXTERIOR
0 LLJ
-L PERPENDICULAR --------------------------------- QT QUARRY TILE AREA: 586 SF
REFERENCE GRID LINES
ft PLATE (F) FIELD DATA QTY QUANTITY FACT: 15
[FA) FIELD ADJUSTED
x BY 12 x 4)
vr I ILOAD: 39
CELL
F&I FURNISH & INSTALL (R)
----------------------------------- REMOVE(D)
Al AB ANCHOR BOLT FA FIRE ALARM R RADIUS, RISER
4 0. 0 2 A/C AIR CONDITIONING FABX FIRE ALARM BOX RB RESILIENT BASE
ACT ACOUSTICAL CEILING TILE FE FIRE EXTINGUISHER& BRACKET RD ROOF DRAIN
3 SHEET AD AREA DRAIN FEC FIRE EXTINGUISHER CABINET RELOC RELOCATE(D) or(ION)
ADJ ADJUST(ABLE) FF FINISHED FLOOR REPL REPLACE
INTERIOR ELEVATION TAG AFF ABOVE FINISH FLOOR
FFE FINISH FURNISH EQUIP or FURNITURE REQ REQUIRED
ALT ALTERNATE,ALTERNATIVE FIXTURE EQUIPMENT RET RETURN or RETENTION
NUMBER
AOS APPARENT OPENING SIZE FND FOUND(ATION) RF RESILIENT FLOORING
---------—-------------------
FO FACE OF RM ROOM
o'0o"AFF BATT BATT INSULATION FOC FACE OF CONCRETE RO ROUGH OPENING
BD BOARD FOF FACE OF FINISH RT RESILIENT TILE
V, CEILING HEIGHT TAG
BLDG BUILDING FOM FACE OF MASONRY
(REFERENCED FROM FINISHED FLOOR)
BLK BLOCK FOS FACE OF STEEL or FACE OF STUD SAC SUSPENDED ACOUSTIC CEILING
V
BLKG BLOCKING FOW FACE OF WALL STN STONE SLAB/VENEER
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SV SHEET VINYL
BMU BRICK MASONRY UNIT
ROOM-.---ROOM NAME
NAME BO BOTTOM OF GMU GLASS MASONRY UNIT SYM SYMBOL OR SYMMETRICAL
000 ROOM NUMBER BOC BACK OF CURB GYP GYPSUM T TEMPERED OR TILE OR TREAD
BOT BOTTOM GYP BID GYPSUM BOARD T&B TOP & BOTTOM
ROOM TAG BS BOTH SIDES GYP SH GYPSUM SHEATHING T&G TONGUE & GROOVE
----------------------------------- TD TRENCH DRAIN
CrrYOPTIGARD
HCAP HANDICAPPED THK THICK(NESS)
ROOM NUMBER CB CATCH BASIN
FOR CODE C
CBA CEMENT BACKER BOARD HDRL HANDRAIL T/M TO MATCH o?"LIANCZ
DOOR LETTER
05�� [0
CFCI CONTRACTOR FURNISHED HDW HARDWARE TO TOP OF
Approvc4 L4---
HT HEIGHT TOD TOP OF DECK
CONTRACTOR INSTALLED
OTC:
CFOI CONTRACTOR FURNISHED OWNER HVAC HEATING,VENTILATING, &AIR TOP TOP OF PARAPET or TOP OF
DOOR TAG
INSTALLED CONDITIONING PAVEMENT Pertrat
COMMERCIAL
----------------------------------
DETAIL BUBBLE CG CORNER GUARD TOR TOP OF ROOF
Address:
CELL ci CONTROL JOINT JAN JANITOR TOS TOP OF SLAB or TOP OF STEEL OFFICE KITCHEN A-C, I K5e�-;-CO K-)aN1 f8c�n-
RM #: 102 Suite#:
CL CENTER LINE ic JANITORS CLOSET TOW TOP OF WALL
c Al RM #: 103
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CLG CEILING T-STAT THERMOSTAT OCC: A-2
OCC: B Br. ate:
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CLO CLOSET LAV LAVATORY TS TUBE STEEL
AREA: 41 SF AREA: 360 SF
SHEETCLR CLEAR(ANCE) LOC LIMITS OF CONSTRUCTION TYP TYPICAL
-------'-------"--'-------------- ----------------------------------- FACT: 100 FACT: 200
CMU CONCRETE MASONRY UNIT
MAX MAXIMUM UNO UNLESS NOED OTHERWISE LOAD: 2
CP CEMENT PLASTER LOAD: I
CPT CARPET MDF MEDIUM DENSITY FIBERBOARD UOS UNDERSIDETOF STRUCTURE OFFICE COPY
DETAIL REFERENCE BUBBLE
CSMT CASEMENT M1 MIRROR -------------------------- F 71
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CSWK CASEWORK MIN MINIMUM VCT VINYL COMPOSITE TILE
CT CERAMIC TILE MO MASONRY OPENING VEN VENEER
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DEMO DEMOLITION J
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DIM DIMENSION N&T NAIL &TIN WD WOOD or WOOD VENEER
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DN DOWN NIC NOT IN CONTRACT WF WIDE FLANGING
DP DAMPPROOFING or DIMENSION NTS NOT TO SCALE WG WIRE GLASS
POINT WH WATER HEATER
DW DISHWASHER OC ON CENTER W/o WITHOUT
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FCT4-1 NOTE: -----------------------------------
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WALL ASSEMBLY TAG INSTALLED COVER SHEET
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FIRE, LIFE, SAFETY PLAN
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GENERAL NOTES
A. ALL DIMENSIONS TO FACE OF FINISH, U.O.N.
B. ALL WALLS EXTEND TO UNDERSIDE OF GRID, UNLESS NOTED OTHERWISE.
C. WALL ASSEMBLIES: PROVIDE TYPE"X"GYPSUM BOARD THROUGHOUT, UNLESS NOTED
OTHERWISE. PROVIDE WATER RESISTANT GYPSUM BOARD TYPE"X"AT ALL ROOMS WHERE
PLUMBING FIXTURES OCCUR. PROVIDE GLASS-MAT WATER-RESISTANT GYPSUM BOARD
TYPE"X"AT ALL HIGH HUMIDITY AREAS.
D. APPLY VAPOR BARRIER AT INTERIOR SIDE OF ALL EXTERIOR WALLS BENEATH FINISH
MATERIAL WHERE ALTERATIONS OCCUR,TYPICAL.
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E. PROVIDE GYPSUM BOARD AT INTERIOR FACE OF EXTERIOR WALL; MATCH EXISTING a27Nw6th Menue
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F. DEMO ALL EXISTING COUNTERS W:fluentdeslgnpdx.cam
G. DEMO ALL FLOORING. PATCH, REPAIR AND SEAL CONCRETE FLOOR
AND
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H. DEMO ALL BASE ANL}WAINSCOT HESE DRAWINGS ARE THE PROPERTY OFFLUENT DESIGN
AND ARE NOT TO BE REPRODUCEQ IN ANY
MANNER,EXCEPT WITH THE PRIOR WRITTEN
I. NEW PAINT THROUGHOUT SPACE. PRICE ALT- PAINT EXISTING CEILING TILE AND GRID APPRovAL of FLUENT QE 1GN
J. CLEAN HVAC, RETURNS AND GRILLS; DEFERRED SUBMITTAL
K. COORDINATE WITH TENANT FOR NEW LIGHTING AND/OR LOCATIONS; DEFERRED
SUBMITTAL
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GENERAL NOTES
A. ALL DIMENSIONS TO FACE OF FINISH, U.O.N.
B. REFER TO M.E.P. DRAWINGS FOR ALL ELECTRICAL & HVAC LOCATIONS. LIGHTING IS
SHOWN FOR REFERENCE ONLY.
C. ALL WALLS EXTEND TO UNDERSIDE OF GRID, UNLESS NOTED OTHERWISE.
D. ALL FIXTURES IC-RATED, UNLESS REQUIRED BY PREVAILING CODE TO MAINTAIN ONE HOUR
RATING OR NOTED OTHERWISE.
E. RECESSED FIXTURES TO BE LENSED WHERE REQUIRED BY PREVAILING CODE.
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F. PRIOR TO ORDERING OR INSTALLING, ALL EXITING SIGNAGE LOCATIONS AND QUANTITIES a27Nw6th A�sn e
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CLEAR FLOOR SPACE IN ALCOVES (C)
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EXTINGUISHER FOUNTAINS
CABINET
LAVATORY
z
CLEAR G L K`8�
5 LEAR FLOOR SPACE AT WATER CLOSETS r6 GRAB BARS AT WATER CLOSETS LAVATORY CLEARANCES RESTROOM ACCESSORIES - MOUNTING HEIGHTS Lu
�05.10) FIGURES 28 (ADAAG 2010 IBC) �05JO) FIGURE 29 (ADAAG 2010 IBC) �05.10)
�11)5.10) FIGURE 31 (ADAAG 2010 IBC) AND FIGURE 32 (ADAAG 2010 IBC) 1/4"=Y-0"
INSTALL PER NORTHWEST WALL AND
CEILING BUREAU TECH BULLETIN 401 00
V)
>
USE PIN TO ATTACH COMPRESSION STRUT
TO UNDERSIDE OF STRUCTURE. CLIP & #12 MSX
Z
VERTICAL WIRE MAY BE USED. 0
UNDERSIDE OF EXISTING
SLOTTED LONG LEG TRACK WALL
bl, ACT GRID
3/4"HEAVY TUBE COMPRESSION
SYSTEM,SUCH AS STEELER
OR LESS 0
350S125-8 STEEL STUDS @24"oc 450 OR LESS STRUT @ 12'-0"O.C. MAX. EA.WAY
INC DFT DEFLECTION TRACK
FINISH TOP OF GYP WALL,TYP. (6-0"MAX. FROM WALLS) AS PER
OR EQUAL 0
(ASCE 7-02 SECTION 9.6.2.6) Goo
N
BATT INSULATION 2"
u
CEILING STRUTS /N. LJJ
MIN 1-1/2"THICK ELECTRICAL METALLIC TUBING
Lu
GYPSUM BOARD PER WALL 1/2--------------------TO Z-8"
INSULATION PER WALL 3/4"------------------TO 4'-4"
ASSEMBLY TYPE
> ASSEMBLY TYPE ATTACHED WALL MOLDING REQUIREMENTS
Y---------------------TO 6-7'
1 1/4-----------------TO 10'-5"
1 1/2-----------------TO 12'-11 45* R LESS
METAL STUDS PER WALL 450 OR LESS
ASSEMBLY TYPE
CROSS RUNNER
ATTACH TO TOP AND BOTTOM WALL
# 12 GA.SPLAY WIRES, IN PLANE WITH SPREADER BAR OR
TRACKS WITH 1/2"LONG TYPE
EACH RUNNER,TO UNDERSIDE OF OTHER SUITABLE
S-12 STEEL SCREWS ON BOTH (1) LAYER 5/8"
CONCRETE DECK W/200 LBS.-RATED SYSTEM REQUIRED
BOTTOM TRACK TO FLOOR SIDES OF STUDS TYPE X'GYP BD
Ono
ANCHOR (OCCURS @ EACH TO KEEP PERIMETER
WITH ANCHORS AT 2'-0"OC 2"A411V 0 3/4"MIN, @
COMPRESSION STRUT, 12'-0"O.C. MAX. COMPONENTS
AND AT CORNERS AND ENDS UNATTACHED
#6 SCREWS@ I 2"oc MAX
CD SEALANT EACH DIRECTION, 6-0"MAX. FROM WALLS) FROM SPREADING
WALLS
APART
EXISTING
MAIN BEAM;ALL MAIN BEAMS TO BE UNATTACHED WALL MOLDING REQUIREMENTS
SUB-FLOOR
HEAVY DUTY (HD)
NOTE: NOT SHOWN ARE #12 VERTICAL WIRES @4'-0"o.c. MAX. EACH WAY (8"MAX.
,k
FROM WALLS). ALSO NOT SHOWN ARE #12 WIRES@ EACH CORNER OF LIGHT FIXTURES
ri oA A
9 FLOOR TO UNDERSIDE OF GRID PARTITION ASSEMBLY METAL STUD NON-RATED CT SUSPENDED CEILING BRACING
�A5.10) 1 1/2" 1'-0" �A5.10) NTS �05.10) SCALE: NTS
B IN11,0- 4`290
D
�N
trl
ID5 * 10
BATT A
f J 0 �30"CLR
v L�i i cc iZ_ Z�
10
;IDE
L -0 I
L A- - i'l L
2
L _j M
'a
EL
EION S VA'
& D -AILS El
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