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<br /> CEILING NC�TES CADDITIC�NAL)� GENERAL NUTES�
<br /> PER: 2015 INTERNATIONAL BUILDING CODE (IBC) SECTIONS 803.9, 808 AND 1613.1, AMERICAN SOCIEfY FOR TESTING 1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS, EXTERIOR WINDOWS, AND
<br /> AND MATERIALS (ASTM) C635 AND ASTM C636 (REFERENCED IN IBC 808). AMERICAN SOGIET( OF CIVIL ENGINEERS STRUCTURAL MEMBERS TO REMAIN, UON.
<br /> (ASCE) 7-10 SECTION 13.5.6 (REFERENCED IN IBC 1613.1). "� �
<br /> GENERAL RECOMMENDATIONS 2. NEW RESTROOM(S) TO BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI
<br /> A. REFERENCED SOURCES PER HIERARCHY: 2015 INTERNAl10NAL BUILDING CODE {IBC}, AMERICAN SOqETY OF GIVIL ENqNEERS (ASCE 7-10), A117.1 SECTION 603 AS SUMIuIARIZED ON SHEET T1.2.
<br /> AMERICAN SOCIETY OF IESTING MATERIALS (ASTA1 C 635, ASTM C 636, ASTM E 580fE 580bt), AND CEILINGS AND IN7ERIOR SYSIEMS ����� �����
<br /> CONSTRUC110N ASSOCIATION (qSCA).
<br /> B. PAR11110NS THAT ARE 11ED TO THE CEILING AND ALL PARTIT10N5 t�tEATER THAN 6 FEET IN HEI(�IT SHALL 8E LATERALLY BRACEQ TO PLAN GENERAL NOTES
<br /> 1HE STRUCTURE. BRAqNG SHALL BE INDEPENDENT OF THE CEILING SPLAY BRAGNG SYSTEM. SOURCE: ASCE 7-10 SECTION 13.5.8.1 •
<br /> C. ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD). SOURCE: AST�i E580 SECTION 5.1.1
<br /> D. CEILINGS LESS THAN OR EQUAL TO 144 FT2 AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE ABOVE ARE EXEMPT fROM 1NE 1. WHERE NEW FLOOR FlNISHES ANDjOR WALL BASE ARE SCHEDULED, PREPARE
<br /> �I�IIC DESIGN REQUIRE�IENTS. SOURCE ASTM E580 SEC110N 1.4 FLOORS AND WALLS TO RECENE NEW FINISH. CONCRETE SLAB TO RECEIVE NEW
<br /> E. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEIIJNGS AND RELATED COMPONENTS IN AREAS THAT REWIRE RESISTANCE TO SEAL WHERE SAW-CUT AND PATCHED. PATCH AND PAINT ALL OFFICE WALLS.
<br /> THE EFFECTS OF EARTHQUAKE MO110NS. SOURCE: ASTM E580 SECTION 3.2
<br /> F. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF NATHIN THREE INCHES. TMIELVE GAGE HAN(�R IMRE SPACED 4 FOOT ON TYPICAL THROUGHOUT.
<br /> CENTER. SQURCE: ASTI� C636 SEC110N 2.3.4 2. FINISHES PER ROOM FINISH SCHEDULE SHEET A6.1, lYPICAL UON.
<br /> G. CHANGES IN CEIUNG PLANES WILL REQUIRE POSITIVE BRACING. SOURCE: ASTM E580 SECTION 5.2.8.6 3. FOR ACCESSIBILIIY COMPLIANCE REFER TO SHEET T1.2.
<br /> LATERAL FORCE BRACING 4. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, EfC. ALL SUCH a r C F'1 I t@ C t S
<br /> H. CEILINGS CONSTRUCTID OF S(:REW-OR-NAIL-ATTACHED GYPSUM BOARD ON ONE LEVEL THAT ARE SURROUNDED BY AND CONNECTED TO LINES SHALL BE CONCEALED OR FURRED AND FlNISHED, UNLESS OTHERWISE
<br /> WALLS OR SOFFITS THAT ARE LAIERALLY BRACED TQ 1HE S7RUCTURE ABOVE ARE EXEMPT FROM SEISMIC DESIGN REQUIREMENTS. SOURCE: NOTED AS EXPOSED CONSTRUCTION ON THE DRAWING.
<br /> ASCE 7-10 SECTION 13.5.6.2.2 EXCEP110N 2, ASTM E580 SECTION 1.7 5. OFFSEf STUDS, WHERE REQUIRED, SO THAT �INISHED PARTITION SURFACE WILL 2505 Third Avenue
<br /> 1. CEIUNG AREAS OF 1000 Ff2 OR LESS SHALL BE EXEMPT FROM LATER FORCE BRAqNG REQUIREMENTS. SOURCE: ASTM E580 SEC110N 1.6 gE FLUSH, UNLESS OTNERWISE NOTED. PROVIDE FURRING AT IXISTING Suite 324
<br /> J. LATERAL FORCE BRAqNG SHALL BE 12 FEET ON CENIER (MAXIMUM) AND BEqN NO FARTHER THAN 6 FEET FROM WALLS. SOURCE: ASTM PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON THE Seattle, WA 98121
<br /> E580 SECTION 5.2.8.2
<br /> K. SEISMIC SPLAY IMRES ARE TO BE FOUR 12 GAGE WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH O1HER AND DRAWINGS.
<br /> AT AN ANGLE NOT D(CEEDING 45' FROM THE PLANE OF THE CEILING. Sa1RCE: ASTM E580 SEC110N 5.2.8.2 6. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DEfAILS ARE 206.720.700� phane
<br /> L SEI�AIC SPLAY VMRES SHALL BE ATfACHED TO 'fHE GRID AND TO 1HE STRUCTURE IN SUCH A MANNER 1HAT THEY CAN SUPP�2T A TO BE (4) INCHES FROM ADJACENT WALL AT HINGE SIDE OF DOOR OR 206.720.2949 fax
<br /> DESIGN LOAD OF NOT LESS THAN 24Q POUNDS OR THE ACTUAL DESIGN LOAD, wITH A SAFETY FACTOR oF 2, wH�CHEVER IS GREAIER. CENTERED BEiWEEN WALLS.
<br /> SOURCE: CISCA ZONES 3-4 7. FINISHED FACES OF NEW PARTITIONS PARALLEL TO D(ISTING FRAMING SHALL
<br /> M. S'PLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE CONNEC110N OF THE VERIICAL STRUT TO SUSPENDED CEIUNG. SIXJRCE: AS7M E58Q www.craftarchitects.com
<br /> SEC1)ON 5.2.s.2 ALIGN.
<br /> N. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. SOURCE: AS1M E580 SEC110N 5.28.4 8. CENTER LOCATION OF NEW WALL CONSTRUCTION ON EXiSTING COLUI�NS, PIER,
<br /> 0. VERTICAL STRUTS MUST BE POSIIIVELY ATTACHED TO 1HE SUSPENSION SYSTEMS AND THE SIRUCTURE ABOVE. SWRCE: ASTM E580 JOISTS OR WINDOW MULLION, AS SHOWN.
<br /> ��n� �•�&•2 9. GC SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL AND
<br /> P. THE VER�ICAL S1RUT MAY 8E EMT CONDUIT, METAL STUDS OR A PROPRIETARY COMPRESSION POST. CEILING MOUNTED ITEMS, INCLUDING HARDWARE, LIGHT FIXTURES, GRAB �
<br /> WALL MOLDINGS BARS, CASEWORK, AND ALL OWNER PROVIDED ITEMS. PROVIDE SHEEf MEfAL
<br /> Q. WALL MOLDINGS (PERIMETER CLOSURE ANGLES} ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2 INCHES YNDE. ONE END OF THE CEILING REINFORCING 8" HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED SHEET
<br /> GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A '/< INCH CLEARANCE FROM THE WALL AND FREE TO { �
<br /> S'LIDE. SOURCE: ASTM E580 SECTION 5.2.2, SEC110N 5.2.3 METAL} CONCEALED IN PARTITIONS WHERE WALL OR CEILING MOUNTED ITEM IS
<br /> SPREADER BARS INDICATED ON DRAWINGS. O •
<br /> R. TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER OR HAVE SOME OTHER APPROVED MEANS TO 10. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW PRIOR TO MANUFACTURE
<br /> PREVENT THEIR SPREADING. STABILIZER BARS, CROSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WITHIN 8 IN. OF OF ANY CASEWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING
<br /> EACH WAII. SWRCE: AS1M E580 SECTION 5.2.4 CUSTOM SHOP FABRICATED WORK. O �
<br /> S. SPREADER BARS ARE NOT REWIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES. SPREADER BARS
<br /> ARE NOT REQUIRED IF A 90 DEGREE INTERSECTiNG CROSS QR MAIN IS IMTHIN 8 INCHES OF THE PERIMETER WALL. � �
<br /> HANGER (SUSPENSION) WIRES � � �
<br /> T. HAN(�R ANd PERIMETER IMRES MU5T BE PLUMB WITHIN 1 IN 6 UNIESS (FlGURE 5A) COUNIER SLOPING WIRES ARE PROVIDED. SOURCE: LEGEND' � � O
<br /> ASTIyi C636 SEC110N 2.1.4 � � �
<br /> U. HAN(�R WIRES SHALL BE 12 GAGE AND SPACED 4 FEET ON CENTER OR 10 GAGE SPACEp 5 FEET ON (�ITER. SOURCE: ASTM C636 � � �
<br /> �C�� 2�� EXISTING PARTITION TO REMAIN �
<br /> V. ANY CONNECTiON DEVICE AT THE SUPPORTiNG CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS 1HAN 100 POUNDS. SOURCE: � � �
<br /> qSCA ZONES 3-4 �
<br /> W. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED 1MTHIN 8 INCHES OF EACH WALL IMTH A PERIMETER WIRE. NEIN PARTITION � � Q
<br /> SOt1RCE: ASTM E580 SECTION 5.2.6
<br /> X. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING NATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE � � �
<br /> USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE SIZED TO RE�ST THE DEAD LOAD AND
<br /> / � �12 GA VERTICAL WIRE � I\ LAIERAL FORCES APPROPRIATE FOR THE SEISMIC CATEGORY. SOURCE: AS71�1 E580 SECTION 5.2J.4
<br /> � ELECTRICAL FIX1URES RCP GENERAL NOTES� U,J �? ~
<br /> // HORIZONTAL STRUT '\ Y. LJGHT FlXIURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HAN6ER WIRE CONNECTED FROM THE FlXTURE TO THE
<br /> TYPICAL CONTINUOUS i\ SIRUCTURE ABdVE THIS WIRE MAY BE SLACK. SOURCE: ASTM E580 SECTION 5.3.4 1. SEE ALSO ENGINEERING DRAWINGS IF PROVIDED FOR ADDITION �
<br /> Z. LIGHT FlXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 LBS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING � � Al INFQRMATION. � �
<br /> / \ CORNERS OF THE LJGHT FlXTURE TO THE SIRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SQURCE: ASTbI E580 SECTION 5.3.5 WHEN THERE ARE DISCREPANCIES BETWEEN ARCHITECTURAL, ELECTRICAL, �
<br /> � '�' AA. UGHT FlXIURES wEIGHING MORE THAN 56 LBS. SHAil BE SUPPORTED DIRECTLY FROM THE STRUCIURE ABOVE BY APPROVED HANGERS. MECHANICAL OR PLUMBING DRAWINGS OBTAIN CLARIFICATION FROM ARCHITECT IN � � � �
<br /> SOURCE: ASTIrI E580 SEC110N 5.3.s WRITING BEFORE PROCEEDING WITH ANY WORK IN QUESTION OR RELATED WORK. O � I I I
<br /> M � AB. PENDANT MOUNTED FlXTURES SHALL BE DIRECTLY SUPPORIED FR0�1 THE SIRUCTURE ABOVE USING A 9 GAGE WIRE OR AN APPROVED IF WORK IS PERFORMED PRIOR TO OBTAINING CLARIFICATION, CONTRACTOR 5
<br /> ACP PROVIDE 3/4 SPACE \ ALTERNATE SUPPORT IMTHOUT USING THE CEILJNG SU�'ENSI�I SYSTEM FOR DIRECT SUPPORT. SWRCE: ASiM E580 SECTION 5.3.� SHALL CaRRECT CONFLICTING WORK AT HIS EXPENSE AND AT NO ADDITIONAL
<br /> /, 1/8" POP RNET OPPOSING wALL \ pC. TANOEM FlXTURES MAY U�UZE CO�IMON WIRES. COST TO THE 0 � ' W
<br /> / � ALL MEMBERS \ MECHANICAL SERVICES WNER OR THE ARCHRECT. � �
<br /> MAIN RUNNER OR CROSS TEE � 2. BEFORE STARTING ANY WORK, COMRACTOR SHALL FIELD VERIFY EXISTING �
<br /> / ONE WALL PARTITIQN AS SCHEDULED '!\ AD. TERMINALS OR SERVICES WEIGHING LESS THAN 20 LBS. SHALL BE POSIT1VELY AnACHED Tfl THE CEIUNG SUSPENSION MAIN RUNNERS OR CONDITIONS. IF THERE ARE EXISTING BUILDING OBSTRUCTIONS AND CEILING
<br /> TO CROSS RUNNERS THAT HAVE THE SAME CARRYING CAPACITY AS 1HE MAIN RUNNERS. SOURCE: AS�1 E580 SECTION 5.4.1 FIXTURES, LEVEL CHANGES, SOFFITS, ETC., CANNOT BE INSTALLED WHERE
<br /> � WALL ANGLE AE. hRMINALS OR SERVICES WEIGHING 20 LBS. BUT NOT MORE TNAN 56 LBS. SHALL HAYE, IN ADDI110N TO 5.4.t, TWO 12 GAGE WIRES INDICATED, OR IF THERE ARE ANY CONFLICTS OR DISCREPANCIES, CONTRACTOR � �"�
<br /> MTL STUD COMPRESSION CONNECTING THEM TO THE CEILJNG SYSTEAI HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SOURCE: ASTM E580
<br /> STRUT FOR SIZE & NO SECTION 5.4.2 SHALL NOTIFY AND OBTAIN CLARIFlCATION FROM THE ARCHITECT IN WRITING m
<br /> SEE SCHED BELOW. ATTACH AF. TERMINALS OR SERVICES WEIGHING h�ORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED BEFORE PROCEEDING WITH ANY PART OF THE CEILING WORK QR REIATED �
<br /> HANGERS. SWRCE: ASTA1 E58Q SECTION 5.4.3 WORK.
<br /> � PURLIN ABOVE W/ 2�8 SEISMIC SEPARATION JOINTS 3. REWORK EXISTING FIRE, LIFE, SAFEIY SYSTEM AS REQUIRED PER NEW WALL
<br /> 4 - #12 GA SEISMIC SHT MTL SGREWS. DO NOT aG. fOR CEILJNG AREAS EXCEEDING 2,50o SW1�tE FEEr, A SEISMIC SEPARATION JOINT OR FULL HEIqiT WALL PARTITION 1HAT BREAKS THE LAYOUT AND CURRENT CODE. ENGINEERING AND INSTALLATION BY BUILDING �
<br /> SPLAY BRACE WIRES ATTACH TO STIFFENERS. CQLING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFOR�IED OF 1HE CEIIiNGS BRACING SYSTEM, CLOSURE ANGLES AND RECOMMENDED SUB-CONTRACTOR.
<br /> PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. SOURCE: ASCE 7-10 SECTION 13.5.6.22 B 4. PROVIDE SMOKE DE7ECTORS THROUGHOUT TENANT AREAS IN ACCORDANCE WITH
<br /> 2 - #12 14 GA SCREWS AHRI FOIi CEILINGS WITHOUT RIGID BRAqNG, SPRINKLER NEAD PENETRAl10NS SHALL NAVE A 2 INCH OVERSIZE RING, SLEEVE OR ADAPTER LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS.
<br /> � STUDS TO T-BAR THROUGH THE CEILING T1LE TO ALLOW FREE MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTAL DIREC110NS. FLEXIBIE HEAD DE51GN 5. ALL CEILING M4UNTED DEVICES SHALL BE WHITE. CON3ULTAIVT
<br /> 45° TYPICAL 1HAT CAN ACCOMMODATE 1 INCH FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. SOURCE: ASTIYi E580 SEC110N 5.2.8.5 6. LOCATE ANY CONTROLS THAT NEED ACCESSING OVER ACOUSTICAL CEILING TILE
<br /> AREAS. DO NOT PLACE ANY ABOVE GYPSUM BOARD CEILINGS, UNLESS
<br /> APPROVED BY ARCHITECT.
<br /> 7. ALL ACCESS PANELS IN GYPSUM BOARD CEIIINGS SHALL BE FRAMELESS;
<br /> LOCATIONS SHALL BE COORDINATED WITH ARCHITECT. GRQUP DEVICES TO
<br /> MAIN RUNNER 4.5° -�yp��q� MINIMIZE THE NUMBER AND SIZE OF ACCESS PANELS.
<br /> 8. ALL CONDUITS, BOXES, DUCTS, HVAC UNITS, PIPES, ETC., SHALL BE INSTALLED
<br /> AS HIGH AS POSSIBLE, NOT LOWER THAN 8" ABOVE LINE OF HIGHEST FINISHEO
<br /> CROSS TEE ;'j ; i �I i�, � � CEILING.
<br /> �i i ALIGN �8�_� ! 9. THERE SHALL BE NO COMBUSTIBLE MATERIALS IN THE PLENUM SPACE.
<br /> SCHEDULE MAX. HT OF CQMPRESSION STRUT I I ' "''; I � 10. WHEN MULTIPLE SWITCHES OCCUR IN CLOSE PROXIMITI' 6ANG UNDER SINGLE
<br /> SWITCH PLATE.
<br /> STUD SIZE & GA SINGLE STUD DOUBLE STUD ' .:,, .,, 4-- ,.s ; � ._ >,� �.. ' 11. FURNISH AND INSTALL NEW THERMOSTATS AS REQUIRED. INSTALL CLOSE TO
<br /> 1-5/8" x 20 GA SS 7'-8" 11'-8" , I DOOR OP NING
<br /> ' E S, DO NOT INSTALL IN CENTER OF WALL. ARCHITECT AND CLIENT
<br /> 2-1/7' x 20 GA SS 7'-7' 16'-5' �, ; i 4 � � TO APPROVE ALL LQCATIONS.
<br /> 3-1/2" x 20 GA SS 7'-4" 22'-9" ' � � �, 12. ALL LIGHTS TO BE CONTROLLED BY MOTION SENSOR. PROVIDE OVERRIDE 3052
<br /> 800S200-54 29'-d' � i SWITCH AT ALL CONFERENCE ROOMS RE�iSTERED
<br /> 1-5�8" x 20 GA WC 10'-0" 11'-6" �� � i � ARCHI7ECT
<br /> ¢ � 13. ALL LAMPS SHALL BE IDENTICAL FROM ONE MANUFACTURER IN SAME
<br /> NOTE: ATTACH DOUBLE STUD WEB TO FLANGE W/ #6 SCREW 0 18° OC � , Ii o� .IT ROOM 4 � TEMPERATURE, UON. --
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<br /> SUSPENDED ACP DETAIL ,,� :. .1 1Q3 , � � 103 ; CEILING NOTES� S�ATE ���.���, � �
<br /> 9 3" = 1'-0" � �
<br /> I I „ 1. CENTER CEILING GRID IN ROOM OR AREA IN TWO DIRECTIONS, TYPICAL UON. �
<br /> i , , 2. CENTER LIGHT FIXTURES/SPRINKLER HEAD/CEILING ELEMENT IN 24" PORTION OF
<br /> 4
<br /> 48" CEILIN
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<br /> � tta s Re isions:
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<br /> �I� � �03 ; ! 3. LOCATE ALL IIGHT FIXTURES, SPEAKERS, UFE-SAFEII' DEVICES, EfC., IN /
<br /> WHEN INSTALLED IN THE BUILDIING THERMAL � , ° i �' A`' ` ' �`"� '`""` '£,9°��`� ; STRAIGHT LINES AND IN CENTER OF CEIIJNG TILES, UON.
<br /> ENVELOPE, LIGHT FIXTURE SHALL BE IC ' � � 4. REFER TO ELEVATIONS AND SECTIflNS FOR MOUNTING HEIGHTS OF WALL 07 ZO��$ FOR PERMIT
<br /> RATED AND LABELED AS HAVING AN A1R � � , _� I'' ' " SURFACE MOUNTED LIGHT FIXTURES.
<br /> LEAKAGE RATE OF NOT MORE THAN 2.0 CFM '� I "' '�I` Dl ' 5. PROVIDE SEISMIC BRACING AT ALL SUSPENDED CEILING SYSTEMS. SUSPENDED
<br /> �.'.�: '_':;.�. Y: '......: ;:: �. r k>,;.:r-:..i II
<br /> WHEN TESTED IN ACCORDANCE WITH ASTM E � CEILING AND BRAGING SNALL MEET THE MINIMUM REQUIREMENTS OF CISCA AND
<br /> 283 AT A 1.57 PSF PRESSURE DIFFERENTIAL. - '-- - -- - - - ---- __-___ __ _-__ _ __ ._ i i ____ _ _____ _ _ _ ; ASGE 7-10 SECTION 13.5.6. AS SUMirIARIZED ON SHEET A8.1
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<br /> , I � R�1�M � EXIT EXIT INTERNALLY ILLUMINATED EXIT SIGNAGE Wj BATTERY BACKUP PER
<br /> � IBC SECTION 1013, CONFIRM OPERATION FOR EXISTING. ADD
<br /> ' ' WHERE NOT EXISTING. ARROW = DIRECTION INDICATOR, IF REQUIRED
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<br /> ' NEW 2X4 LAY-IN FLUORESCENT LIGHT, 18 CELL PARABOLIC,
<br /> I II ���� � �i (2) T-5 LAMPS PER FIXTIJRE
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<br /> i ' HATCH INDICATES "NIGHT LIGHI" FOR EGRESS ILLUMINATION
<br /> � ; 2 � � NOT LESS THAN i FC PER IBC SECTION 1008,2.1. -
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<br /> ' SUSPENDED ACOUSTIC CEILING TILE AND GRID: Date: 07�11�18
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<br /> � GASKEf OR CAULK, TYPICAL i � ,
<br /> Q ALL {4) SIDES I ; ' ' ' ' ' � ' ARMSTRONG, CORTEGA, 24" X 48" SQUARE LAY-IN TILE, WHITE
<br /> a � � �; ` ' � � _ __ l _ _ � i �� I WITH CLASS "A" 15/16" EXPOSED 'fi" GRID SYSTEM, WHITE
<br /> � SUSPENDED ACOUSTICAL CEILING ' - LL - -- 1 - - -- - - � Design:
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<br /> COPYRIGHT CRAFT ARCHITECTS 2018
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