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<br /> _ . _____ _ _ . _
<br /> LIGHTING FIXTURE SCHEDULE 35/8�� METALSTUDTRACKW/ CEILING LEGEND:
<br /> FASTENERSINTO EACH
<br /> � LAMP ATTACH TRACK TO ROOF DECK W/ 10 x 1 1/2° SCREWS AT 24" O.C. SIDE OF STUD
<br /> TYPE MANUFACTURER PRODUCT NUMBER VOLT NO. COLOR DRIVER WATTS DESCRIPTION STAGGER FASTENERS SO THEY ARE WITHIN 1/2" OF 2'X2'ACOUSTICAL SUSPENDED CEILING.
<br /> EDGE OF TRACK AND WITHIN 1/2" OF EACH STUD. 3 5/8" MEfAL STUDS @ 24" O.C. SEE MATERIAL SCHEDULE FOR TYPE, AND
<br /> L1 NORA NHIC-5LMRAT/NLCBC-651-27-DW-LE4 120 LED 2700K ELV �3 6" RECESSED DOWNLIGHT. 750 LUMEN OUTPUT. 2/A2.31 FOR CEILING DETAILS.
<br /> DIFFUSED/WHITE FINISH. ELV DIMMING (E) ROOF STRUCTURE ABOVE
<br /> SCOTT I EDWARDS ARCHITECTURE LLP
<br /> 45"SUSPENDE DLINEAR W/ROUNDED LENS. 0-10V DIMMING.
<br /> L2 BARTCO BLT205-45-30-DIM-8-RCM48-WH UNV LED 3000K 0-10V 31 48"CABLE MOUNT LENGTH. WHITE (SEMI-GLOSS) FINISH. NON-RATED GYP. BD. SOFFIT R
<br /> ' INCLUDE OCCUPANCY SENSORS IN FIXTURE. � � NON-RATED ONE LAYER GYP. BD. 2525 E. Burnside St., Portland, OR 97214
<br /> � SUSPENDED CEILING phone:(503) 226-3617 www.seallp.com
<br /> SEE 2/A2.31 FOR CEILING DETAILS.
<br /> 4' LINEAR PENDANT. ELECTRONIC T8, INSTANT START ''
<br /> L3 COLUMBIA AWN-4-2-32-E-U UNV 1 3000K N/A 25 BALLAST. 8"WIDE LOW PROFILE WRAPAROUND. RECESSED LIGHT FIXTURE-MAINTAIN 1
<br /> 0 HOUR RATING AT FLOOR/ROOF-CEILING
<br /> PENETRATION WHERE OCCURS �
<br /> 6" CYLINDER PENDANT. 2000 LUMEN OUTPUT. REFLECTOR �asa4
<br /> L4 NORA NYLS-6-C-2-1-30-DW-W-1-AC 120 LED 3000K 0-10V 25 TRIM. DIFFUSED/WHITE TRIM COLOR. 0-10V DIMMING CAPABLE. SUSPENDED FOH LIGHT FIXTURE
<br /> � � 8'-6"AFF, UNO RFGES'�REQ
<br /> I ARL Cfi,
<br /> _ y__
<br /> (2)4' LINEAR TRACK LENGTHS LINKED TOGETHER, WHITE FINISH, 2.5A CURRENT LIMITER, SUSPENDED BOH LIGHT FIXTURE
<br /> NT-302-W ELV DIMMING CAPABLE. BOTTOM OF TRACK @ 10'-8"AFF. THE TftACK FIXTURE WILL � � 9'-0"AFF, UNO
<br /> L5 j NORA W/(2) NORA NTH-124-W 120 N/A 2700K N/A 300 MOUNT BELOW THAT, AND BOTTOM OF TRACK FIXTURE WILL BE AT APPROXIMATELY �t �ROl1 G�mm
<br /> LAMPS PER 4'TRACK 10'-2", WHICH COORDINATES WITH THE TOP OF THE CYLINDER PENDANTS. - + . --._ 2-#10 SCREWS AT EACH PENDANT LIGHT FIXTURE ��A�E QF WASNINGTON
<br /> . VERTICAL&HORIZ. STUD � 9'-0"AFF, UNO
<br /> 25" LINEAR VANITY. 1375 LUMEN OUTPUT. BRUSHED INTERSECTION
<br /> L6 MODERN FORMS y�g_Wg1625-AL UNV LED 3500K N/A 20 ALUMINUM FINISH. DIMMING CAPABLE. MOUNTED 4"ABOVE TRACK LIGHT
<br /> MIRROR ON CENTER.
<br /> 10'-8"AFF, UNO; CONFIRM HT W/OWNER
<br /> ANGLE 2"x2"x33 W/ SCREW PRIOR TO INSTALLATION ,
<br /> Digitaliy signed by Peter Grimm
<br /> CEILING TYPE: -.-_ - -- - — INTO EACH STUD g'_0"AFF � WALL MOUNTED LIGHT FIXTURE Date:2020.02.27 09:54:53-08'00'
<br /> HT PER INTERIOR ELEVATIONS
<br /> LAY-IN ACOUSTIC PANEL CEILING &CLOUDS OR DIREC7(SCREV�ATTACHED 5/8" B.O. GYP. BD. CEILING
<br /> GYPSUM WALL BOARD.
<br /> 2„ M,qX 2,� MAX
<br /> � CEILING MOUNTED SPEAKER
<br /> LOAD CRITERIA:
<br /> VERTICAL: 4 PSF.
<br /> DUTY CLASSIFICATION: HEAVY-DUTY PER ASTM G W B
<br /> � SECURITY CAMERA
<br /> C-635-00.
<br /> . CROSS RUNNER DEFLECTION: L/360 MAX. SO F F I T D ETA
<br /> GRID LIMITATIONS: 3 EXIT SIGNS-
<br /> 3"=1'-0" � FLUORESCENT LIGHT FIXTURE
<br /> MAXIMUM GRID SPACING: 4'X4'.
<br /> SURFACE MOUNT
<br /> INTERSTITIAL SPACE HEIGHT: 15' MAXIMUM.
<br /> INTERIOR NON-BEARING PARTITIONS: INDEPENDENTLY SUPPORTED AND •
<br /> BRACED-SEE DETAILS. /, . � WIRELESS ACCESS POINT
<br /> REFERENCE SOURCES PER HIERARCHY: ��
<br /> 2015 IBC W/WA AMENDMENTS PROPRIETARY SYSTEM FIE�D FRAMED SYSTEM — -
<br /> ARMSTRONG SEISMIC RESTRAINT TECHNICAL GUIDELINES
<br /> GENERAL NOTES:
<br /> A. SYSTEM COMPONENTS:
<br /> PRE-ENGINEERED SUSPENDED ACOUSTIC TILE-ARMSTRONG PRELUDE OR
<br /> EQUAL SUSPENDED DRYWALL-ARMSTRONG DRYWALL 1. CEILING FIXTURES ARE SHOWN FOR REFERENCE ONLY, F ZOOM ca re�
<br /> GRID SYSTEM OR EQUAL. COORDINATION WITH CEILING FINISH SYSTEM SEE
<br /> MECHANICAL, ELECTRICAL&SPRINKLER BIDDER-DESIGNED
<br /> . DRAWINGS
<br /> MAIN RUNNERS 12" COLD FORMED STEEL'C' CHANNEL, OR PRORIETARY'T'
<br /> SECTION MEETING DUTY RATING SPECIFIED ABOVE, @ 48" 2. SPOT ELEVATIONS ARE FROM TOP OF SLAB TO SURFA
<br /> FINISH OF CEILING &ARE ROUNDED TO THE NEAREST iNCH (TYP)
<br /> O/C. COMPRESSION STRUT @ 3. CEILING FIXTURES TO BE CENTERED OR EQUALLY SPACED & EVERETT
<br /> CROSS RUNNERS s"X 2a" X 25 GA. CARBON SHEET STEEL HAT CHANNELS, 12'-0"OC MAX EA WAY ALIGNED IN ROOM/SPACE UNO '
<br /> OR PROPRIETARY'T'SECTION MEETING DUTY RATING
<br /> 4. CEILING HEIGHT TO BE AT UNDERSIDE OF ROOF STRU 221 EVERETT MALL WAY
<br /> SPECIFIED ABOVE @ 2' O/C. OR FLOOR ABOVE UNO
<br /> SUSPENSION WIRE #12 SWG GALVANIZED WIRE. CROSS RUNNERS 5. PROVIDE RATED LIGHT FIXTURES AT ALL FIRE RESISTIVE SUITE M-3
<br /> TIE W1RE #18 SWG GALVANIZED WIRE- DOUBLE STRAND. ASSEMBLY PENETRATIONS. PROVIDE NON-RATED LIGHT
<br /> B• �#12 WIRE BRACING @ 45° EVERETT, WA 98
<br /> FIXTURES ALL OTHER LOCATIONS
<br /> ANCHORS TENSION LOAD CAPACITY: 200#MIN. EA. 6. SEE BIDDER-DESIGNED MECHANICAL, ELECTRICAL, AND
<br /> � &ALIGNED W/EA RUNNER
<br /> WOOD: a"X3"SCREW EYES.
<br /> STEEL DECK: CMI DC1 OR DC 2a' METAL DECK SCREW (4 DIRECTIONS) TECHNOLOGY DRAWINGS FOR ALL OTHER EQUIPMEN
<br /> EYES. 7. PAINT MECHANICAL DIFFUSERS IN GYPSUM BOARD
<br /> CONCRETE: EMBEDS OR HILTI X-U FASTENERS AT � MAIN RUNNERS CEILINGS AND WALLS TO MATCH ADJACENT CEILING
<br /> . 8. SEE STRUCTURAL SHEETS FOR FRAMING INFORMATION &
<br /> HANGER WIRES AND KWIK-HUS EZ AT
<br /> SPLAY WIRES. REQUIREMENTS
<br /> B. LATERAL BRACING-CEILINGS OVER 144 SF: o $�, Mpx 48"O/C TYP g" MAX CEILING JOIST SIZING CHART �
<br /> PROVIDE 4 W�RES OF MINIMUM NO. 12 GAUGE W 4 DIRECTIONS 90 -
<br /> APART, AND CONNECTED TO THE MAIN RUNNER WITHIN 2" OF THE FOR GYP. BOARD CEILIN
<br /> CROSS RUNNER AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT TO
<br /> EXCEED 45° FROM THE PLANE OF THE CEILING. THESE LATERAL 1" MIN. CLR. TO ALL STABI IZER CLOSET 2 CLOSET 1 STUD PROFILE DEFLECTION SPACING MAX SPAN
<br /> SUPPORT POINTS SHALL BE PLACED 12'O.C. IN EACH DIRECTION WITH R NNERS PENETRATIONS 110 109 UCR 362S162-33 L/240 16"OC 10'-0"
<br /> THE FIRST POINT WITHIN 4' FROM EACH WALL. 4„ (E) CEILING (E) CEILING 105 600S162-33 L/240 16"OC 12'-6"
<br /> COMPRESSION STRUT: LOCATE AT AND CENTER ON ALL LATERAL \ 10'-2 1/2"A.F.F. 10'-2 1/2"A.F.F. g'-6"A.F.F. 600S162-43 Ll240 16" OC 16'-0"
<br /> SPLAY WIRE LOCATIONS NOTED ABOVE. ATTACHED RIGIDLY FROM B _ _ -
<br /> MAIN RUNNER TO STRUCTURE ABOVE. '
<br /> • z'Q1 EMT CONDUIT 5'-10" MAX LENGTH ' !!
<br /> a"OEMT CONDUIT 7'-8" MAX LENGTH � , ' , �
<br /> 1"OEMT CONDUIT 9'-9" MAX LENGTH PERIMETER L@ CEILING ' W � O ,
<br /> 1 1 s"X20GA METAL STUD 12'-0" MAX LENGTH STARTER WALL pENETRATION PERIMETER L@ �' �4 o L3 EQ o L3 EG2
<br /> � ) 2" FIXED END . • w
<br /> (2) BACK TO BACK 1 s"X20GA METAL STUD 15'-0" MAX LENGTH OPPOSITE WALL , o o L2 L2
<br /> DFLOATING END , L3 '
<br /> C. PERIMETER CLOSURE- LAY-IN ACOUSTIC PANEL CEILINGS OVER 144 SF: �+ • ' ' O _
<br /> EQ EQ L4 EQ EQ o
<br /> PERIMETER SUPPORT ANGLE SHALL BE ATTACHED TO WALL FRAMING WITH �
<br /> i N �I
<br /> MINIMUM#6 SCREW @24" O/C MAX, AND ANGLE SHALL HAVE A MINIMUM 2" ' WORKROOM • L5 L5
<br /> HORIZONTAL LEG. ONE END OF GRID SHALL BE ATTACHED TO THE CLOSURE ' ', ')OH
<br /> ANGLE AT EACH OF TWO ADJACENT WALLS W/RIVETS. THE OPPOSITE END (4)#12 DIRECTL ' ' (E) CEILING o L3 '�,
<br /> . OF THE GRID IN EACH HORIZONTAL DIRECTION WILL REST FREE UPON THE ON FIXTURES ' ' 10'-2 1/2"A.F.F. � o L3 �w U, '
<br /> SUPPORT ANGLE W/3/4" CLEARANCE BETWEEN GRID END AND WALL. GRID HANGER
<br /> w
<br /> PROVIDE 1" CLEAR ON ALL SIDES OF PENETRATIONS.
<br /> 0 0 .- � PHARMACY r-o° 2�-0° �
<br /> ' L3 EQ EQ W �7 � '' .
<br /> D. STABILIZER BARS- LAY-IN ACOUSTIC PANEL CEILINGS OVER 144 SF. 56#+ �� 0 0 (E) CEILING . �
<br /> 3 � � � L1 c1 L1 10'-2 1/2"A.F.F. L4 L4
<br /> GRID MEMBERS PERPENDICULAR TO THE WALL AT THE UNATTACHED SIDES GRID HANGE 2 3 w ,
<br /> 2, �,� __
<br /> OF THE GRID SHALL BE TIED TOGETHER(STABILIZED) AT A POINT NOT MORE '
<br /> , _ 1'-9" 3 1'-9" HALL 3 a
<br /> THAT 8" FROM AND PARALLEL TO THE WALL, TO PRVENT THEIR SPREADING
<br /> � EQ 2.3 EQ ', � 1 2 2.3 w
<br /> E. VERTICAL SUPPORT: , E� E4 a HALL O O 09'-0"A.F.F.�
<br /> �—
<br /> MAIN RUNNERS SHALL BE HUNG USWG SPECIFIED WIRE AT MINIMUM 4'O/C � W � EQ EQ 2 3 � 1 2 � B.O.B LKHEAD 3 C� 1 ' SO O , �
<br /> AND; CROSS RUNNERS AND MAIN RUNNERS SHALL BE SUPPORTED WITH , L4 � (E) CEILING �, 2�3 W L4 L4 ,
<br /> . „ �! ' 0 W 10'-2 1/2"A.F.F. 9-� EQ EQ
<br /> ADDITIONAL HANGER WIRES WITHIN 8 OF ANY DISCONTINUOUS END, ,
<br /> INCLUDING PERIMETER SUPPORT ANGLES. ! �1 ' . r -- - - � W�ELCOME
<br /> HANGERS SHALL NOT PRESS AGAINST PIPES OR DUCTS. HANGERS MORE �- - -- � 101
<br /> � H OZL 2'-6" 2�_6�� _ � I W (E) CEILING ,
<br /> THAN 1:6 OUT OF PLUMB SHALL HAVE COUNTERSLOPING WIRE D. � I, C° i i 10'-2 1/2 A.F.F.
<br /> COUNTERSLOPING HANGERS SHALL BE INSTALLED WITH A MINIMUM 45 9'-0"A.F.F. � , N DCaWll1
<br /> DEGREE ANGLE FROM HORIZONTAL PROVIDE A TRAPEZE MADE OF MAIN - � 0 I I � ' g�
<br /> RUNNER STOCK WHERE OBSTRUCTIONS TO STRUCTURE REQUIRE DIRECT ', • �2 • �2 • �2 • �2 � �1 � � �4 �
<br /> ATTACHEMENT. (2)#12 SAFETY ' Z � � '
<br /> HANGER WIRES SHALL ATTACH TO RUNNERS AND SUPPORT ABOVE WITH A HANGERS a '
<br /> HANGER ', �1'-9��,� w 1'-9" N ( I
<br /> MINIMUM OF THREE FULL TURNS WITHIN A 3 INCH LENGTH. � REFLECTED CEILING PLAN
<br /> -� � � w
<br /> F. FIXTURE SUPPORT: � I I
<br /> � . .
<br /> LIGHTING FIXTURES AND AIR DIFFUSERS SHALL BE SUPPORTED DIRECTLY BY ', ', 0 L1 � 0 I I
<br /> • 12 GAGE WIRES TO THE STRUCTURE ABOVE BY A MINIMUM OF 4 HANGERS ONE 20#- 56# , _ L1 � �
<br /> d L L5
<br /> AT EACH CORNER.
<br /> -- GRID HANGE W � L J �
<br /> L6 N N
<br /> EXCEPTION: FIXTURES NOT OVER 56 POUNDS IN WEIGHT BUT MORE THAN 20 ___
<br /> ', _ Job No:
<br /> POUNDS IN WEIGHT, MAY BE SUPPORTED AND ATTACHED DIRECTLY TO THE . __ __
<br /> CEILING SYSTEM RUNNERS W/IN 3"OF GRID INTERSECTIONS BY A POSITIVE
<br /> Date: 02/24/2020
<br /> ATTACHMENT SUCH AS SCREWS OR BOLTS.AND, SHALL HAVE (2)#12 GAGE
<br /> HANGERS DIRECTLY FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. EQ (4)2' PANELS EQ EQ _ EQ
<br /> THESE MAY BE SLACK. TEST _
<br /> FIXTURES WHICH WEIGH NOT MORE THAN 20 POUNDS AND WHICH RECEIVE NO
<br /> RESTROOM UCR UCR NOOK Drawn By:
<br /> TRIBUTARY LOADING FROM DUCT WORK MAY BE POSITIVELY ATTACHED TO 111 105 104 103 Checked By: -
<br /> AND SUPPORTED BY THE CEILING RUNNERS ALONE. 9'-0"A.F.F. 9'-6"A.F.F. 9'-6"A.F.F. 9'-0"A.F.F.
<br /> F . Sheet No:
<br /> � SUSPENDED CEILING GRID SYSTEM - GENERAL REQ. REFLECTED CEILING PLAN
<br /> 2 NTS � 1/4"=1'-0" •
<br /> NORTH ■
<br />
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