6975 SW SANDBURG STREET STE 200 i
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OFFICE OFFICE OFFICE OFFICE EGRESS PLAN NOES
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\ ~ MEANS OF EGRESS,INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL
1 100 B . 1 100 =8 .� 1 100 B 1=1 9 B
TUNES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. CL
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EGRESS PLAN LEGEND
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COPY/PRINTER WORK AREA
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- OFFICEir- 200 A_2 ROOMSUMMARY TARGET
ENTRY 101 1 1110 B
40 a E 100 89 1 z = Z
1 100 B PATH OF EGRESS ILLUMINATION-MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS < VI>r g
B / THAN 1 FOOT-CANDLE(11 LUX)AT THE FLOOR THE POWER SUPPLY FOR THE < 4A 2
�ur M - -c -- MEANS OF EGRESS ILLUMINAT ION SHALL NORM PROVIDED BY THE PREMISES
Off ICE 14QrjELECTRICAL SUPPLY. ;N THE EVENT OF A POWER FAILURE,THE EMEwC.ENCY PDWER
107 - SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS TI N 90 MINUTES ANS 4
SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT,OR AN k SITE GENERATOR r
Ica I ow THE INSTALLATION Of THE EMERGENCY POWER SYSTEM SHALL BE In DiA
01 110 ,#.CXXWNa Wt1H =
1 100 B
2007 O.S.S.C. SECTION 2702, PER 1007 O.S.S.C. SECTION 1006
10
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• ® EXIT LIGHT AC WITH BATTERY BACKUP DIRECTIONAL ARROW
\ / UNITS WHERE LINE OF SIGHT TO NEAREST EXIT D OBSCURED.
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FE FIRE EXTINGUISHER
\ / NEW TENANT PARTITION WALL TO UNDERSIDE OF CEILING
v EXISTING WALL TO REMAIN
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PONY WALL 1.COMMON PATH OF EGRESS'TRAVEL(SECTION 1014.3,EXCEPTION 1.) O
THE LENGTH OF A COMMON PAIN OF EGRESS TRAVEL. IN OCCUPANCY Z) 2:"• _ GROUPS B, F,AND S, SHALL NOT BE MORE THEN 100 FEET, PROVIDED THAT
THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLFo V J e
L SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 1
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COMPLIANCE: MAXIMUM PATH OF EGRESS TRAVEL- 33 FEET 0
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2.TRAVEL. DISTANCE LIMITATIONS,(SEL
101 b.1) ui
- EXITS SHALL BE 50 LOCATED ON EACH STORY SUCH THAT THE MAXIMUM h
LENGTH OF EXIT ACCESS TRAVEL, MEASURED FROM THE MOST REMOTE U 131 ui
POINT WITHIN A STORY TO THE ENTRANCE TO AN EXIT ALONG THE NATURAL _
AND UNOBSTRUCTED PATH OF EGRESS TRAVEL, SHALL NOT EXCEED � Z) Z
300 FEET. (SEE TABLE 1016.1) CID 0
/ N 1 DISTANCE c) u
CON4PLIA CE MAX MVM TRAVEL D S ANCE• 154 FEET � �
3.TWO EXITS ORE T ACCESSDOORWAYS
REQUIRED
YS FROM ANY OSPACE SHALL BE O �
PROVIDED THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50,
(SEE TABLE 101 S.1) W
COMPLIANCE: EXIT DOORS REQUIRED- 1 QUANTITYW
COMPLIANCE.EXIT DOORS PROVIDED- 1 QUANTITY
4.TWO EXITS OR EXIT ACCESS r"RWlAYS. (SECTION 1015.2.1,EXCEPTION 2) V Liu
WHERE A BUILDING IS EQ1;#IFpFD THROUGHOUT WITH AN AUTOMATIC ~
SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2,
THE SEPERATION DISTANC:"OF THE EXIT DOORS OR EXIT ACCESS MARK DATE DESCRr ION
DCIORWAYS SHALL NOT BE LESS THEN ONE-THIRD OF THE LENGTH OF THE
WXIMUM OVERALL DIMENSION DIMENSION OF THE AREA SERVED. --
COMPLIANCE:MAXIMUM SEPARATION REQUIRED- 25 FELT M
COMPLIANCE:MAXIMUM SEPARATION PROVIDED- 86 FEET
1 EGRESS PLAN - - --
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DATE: 4.02.06
NOB: 063 778
FILE: 063775 CD
DRAWN: MEL -
8 CHECKED: IS ^J
COPYRIGHT ANKROM MOISAN
ASSOCIATED ARCHITECTS 2008
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REFLECTED CEILING NOTES
1. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS
NOTED OTHERWISE.
2. REPLACE CHIPPED, POORLY CUT OR DAMAGED CEILING TILES.
3. SWITCH LIGAT FIXTURES AS REQUIRED AND AS SHOWI4 ON REFLECTED CEILING
PLAN.
4. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCt"NTATIONi DRAWING V
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NEW/RELOCATED 2 x 4 LAY-IN FIXTURE
-L----- REMOVED FrxTURE
EXISTING HVAr REGISTER-SHOWN FOR LOCATION ONLY 0
DEMO REFLECTEDCEILING PLAf�' ® EXISTING MOTION SENSOR-SHOWN FOR LOCATION ONLY 0 _
® EXIT LIGHT AC WITH BATTERY BAOKIP O111ECTIfINAI ARIOdW N
UNITS WHERE LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. L
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MARK DATE DESCRIPTION
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108: 063770
_FILE: 0637/8 CO
B DRAWN: MEL -
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ASSOCIATED ARCHITECTS 2006
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SECURE TO HANDLE LIED LOADS �--- TWO FIXTURE HANGING WIRE AT — 17"MAX —FACE OF WALL(PROVIDE CONT.
17"MAX TO CONTROLL
-SEE SCHEDULES FOR APPOVED OPPOSITE CORNERS SECURED TO ------ �__ < BACKING 0 TOP& BOTTOM)
ATTACHMENT DEVICES.COORD, TWO(2)MAIN STRUCTURE, Q -BACKSPLASH RETURNS PER
WITH AH)FOR SPECIFIC REWNTS. LATERAL WALL BRACE =--� RUNNER LIGHT ELEVATIONS A.D.A. FAUCET_
UNDERSIDE OF STRUCTURE ABOVE CEILING, CLIPS AT OPPOSITE
LATERAL WALL BRACING 4 FEET O.C., ALTERNATE CORNERS BACKSPLASH-3/4' MDF W/
EXISTING ALUMINUM WIND(M ALTERNATE DIRECTIONS TO STRUCTl1RE STRUCTl1REDIRECMONSPER ASCE 'r EDGESO FACE All EXPOSED Z
WHEN REQ'U. pr
SYSTEM - 7-05 SECTION 13.5.8.1 COMPRESSION POST AT 'A `b
SOUND BATT 4 FEET 12 FEET O.C. EACH WAY. ---CABINET BODY- 3/4'MDF W. Q z N w
Q �Ly P-LAM 0 COUNTERTOP, END
- STEEL STUDS 0 24'O.C.W/ GYP. BO. EACH SIDE OF PARTITION 9
� PNLS,FACE ECK'.ES&AT ALL
EA SIDE. SUSPENDED CEfIIhiG SYSTEM -' - OTHER EXPOSED SURFACES �■� ---
+•i-- FIN.SILL BELOW- NEOPRENE FOAM tAl"E CONT. BETWEEN i _ 4'W RAIL 0 TOP 8 BOTTOM OF � It
NOTE: ALL SILLS TO BE INSTALLED BLOCKS
BEFORE INTERIOR WALLS. DO NOT CASING HEAD " ti . CABINET
:2 ;Q <
CUT SILLS FOR MULLION CLOSURES
ORWALL INTERSECTIONS. ASTEN RUNNICER 70 C-L";SUPPORT AT 2 _ --61/2" DEEP A.D.A.SINK ....
Ar M" WRAP SUPPLY 6 DRAIN PIPES (� 0
FEET O.C. THRU NEOPRENE BLOCKS A� HANGER WIRE AT 450 \ `SIRE PU WANSULATION Z
FULL HT. STEEL STUD 0 FACE OF FOUR WAYS b TYP _
EXfS"f1NG SILL.STUD. SOUND BATT ALLOWABLE IP.ARFA
GYPSUM BOARDSAFETY WIRE A•iTACHED TO - -MAIN RUNNER, 1Q r DOORS-3/4'MDF W/R'i AM 0
•Or� FACE,EDGES& BACK- 176°'�METAL STUDS,SEE SCFtF^�iLE FOR � CEILING GRID FIXTURE HOUSING, � OPENING HINGES
WRAPPED AROUND FIXTURE 3,
.OSO'ANODIZED ALUMINUM TO GAUGE,SPACING,,.ND HEIC,NT HANGING WIRE MIN. FOUR H i
MATCH WINDOW FRAME,FULL.HT. �\
0.1450 POWER ACTIVATED DRIVE PIN W/1 TIMES.SECURE AT DIAGONAL- —_REN.OVEABLE MELAMINE
TO WINDOW. 1/4 INCH EMBEDMENT AT CORNERS NOT CONTAINING CROSS RUNNER — BOTTOM DECK W/ATTACHED
-BASE PER FIN SCHEb
4 FEET O.C.MAX INTO DECK. REFER TO PARTITIONS MAIN RUNNER LIGHT CLIPS. 70E K�—TO'BE REMOVED
STRUCTURAL FOR SPECIFIC INFORM. � TY�lC./1l BRACING CONNECTION WHEN WHEEL-CHAIR V � Z
NEOPRENE GASKET WITH �`'--ACOUSTIC SEALANT AT SLAB LATER/:L WALL BRACING: IN LIEU OF _NOTE: ACCESSIBILITY IS REQUIRED
ACOU`�T1EAL SEALANT EA.SIDE. �- BRACING ABOVE CEILING PROVIDE REQUIREMENTS ARE FOR LIGR FIXTURES WEIGHING 56LO OR LESS. LIGHT FIXTURES
ADJACENT WALL FRAMING FOR LATERAL WEIGHING MORE THAN 56LB TO BE INDEPENDENTLY SUPPORTED FROM STRUCTURE. L(2)4'BASE RAILS s `y
SUPPORT OF WALL. 4'LEDGER AT EACH SLOE
WALL TYPE B RECESS MOUNTED 3' FINISH FLOOR
_SHIMCABAs 4
STC 4549 �`-- of-
'��/ALL AT WINDOW MULLION PARTITION WALL TO GRID 3 WALL LATERAL BRACINGr7"*\ TALL
LIGHT FIXTURE SUPPORT SINK
T.4 3'••1'-W Mawm T-4 1 1/2*-1'-0' WMALL M 42A
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JOB: 063778-------
FILE: 063778 CD l
DRAWN: MEL
8 CHECKED: )S —
COPYRIGHT ANKROM MOLSAN
ASSOCIATED ARCH(TE(,`TS 2008
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