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MINIMUM NUMBER OF PLUMBING FIXTURES REQUIRED/PROVIDED (PER IPC SECT 403 & TABLE 403.1)
TABLE 5-10 PLUMBING INFORMATION CONT'D
MALE - REQUIRED
WATER CLOSETS
DRINKING FOUNTAINS (1 PER 500)
FEMALE -REQUIRED
2.10
1.32
-
4.06
1.32
-
LAVATORIES
URINALS
OTHER FIXTURES REQUIRED
SERVICE SINK
ASSEMBLY A-3 OCCUPANCY - 527 OCCUPANT LOAD- 263 MALE, 264 FEMALE
1.05
-
1
MALE/ FEMALE -REQUIRED
WATER CLOSETS
DRINKING FOUNTAINS (1 PER 100)
33
33
-
LAVATORIES
URINALS (419.2 - 67% MAX)
OTHER FIXTURES REQUIRED
BATHTUBS OR SHOWERS (1 PER 8)
SERVICE SINK
GROUP R-2 OCCUPANCY - 328 OCCUPANT LOAD - 164 MALE, 164 FEMALE
FIXTURES: 1 PER 10 MALE AND FEMALE, LAVS: 1 PER 10 MALE AND FEMALE
3.28
41
1
OCCUPANCY CATEGORY(IES)
LIVE LOADS
FLOOR LIVE LOAD
ROOF LIVE LOADGROUND SNOW LOAD
IBC TABLE 1604.5
OFFICES = 50CORRIDORS ON FIRST FLOOR = 100
CORRIDORS ABOVE FIRST FLOOR = SAMEAS OCCUPANCY SERVED
PRIVATE ROOMS = 40ASSEMBLY (MOVEABLE SEATING) = 100
STAIRS = 100
2010.0
ASCE TABLE 4-1LIST THE F11 FOR EACH OCCUPANCY
ASCE FIGURE 7-1
II
PSFPSFPSF
PSFPSFPSF
PSFPSF
WIND LOADS
ANALYSIS PROCEDUREBASIC WIND SPEEDWIND EXPOSURE CATEGORYWIND IMPORTANCE FACTORINTERNAL PRESSURE COEFFICIENTEXTERNAL PRESSURE COEFFICIENT
Method 23-second gust = 130
CIw = 1.0
GCpi = +/-0.18GCp = +0.8, -0.5
ASCE 7ASCE FIG 6-1ASCE SECTION 6.5.6ASCE TABLE 6.1ASCE 7ASCE 7
MPH
SEISMIC IMPORTANCE FACTORSITE CLASSSPECTRAL RESPONSE ACCELERATIONSSPECTRAL RESPONSE COEFFICIENTSSEISMIC DESIGN CATEGORYBASIC SEISMIC FORCE RESISTING SYSTEMDESIGN BASE SHEAR:BUILDING 1, WINGS A & BBUILDING 1, WING CBUILDING 1, BREEZEWAY CONNECTORSEISMIC RESPONSE COEFFICIENT(S)RESPONSE MODIFICATION FACTOR(S)ANALYSIS PROCEDURE
I = 1.0D
Ss = 0.48 and S1 = 0.14SDS = 0.45 and SD1 = 0.20
DREINFORCED MASONRY SHEARWALLS
375 KIPS361 KIPS
3 KIPSCs = .09
R = 5EQUIVALENT FORCE METHOD
ASCE TABLE 11.5-1ASCE CHAPTER 20ASCE FIGURE 22-1 & 22-2ASCE SECTION 11.4.4ASCE TABLE 11.6-1 & 11.6-2ASCE TABLE 12.2-1ASCE SECTION 12.8
ASCE SECTION 12.8.1.1ASCE TABLE 12.2-1
SEISMIC LOADS
ARCHITECTURAL-MECHANICAL ETC. LOADS
SPECIAL LOADS
Provide as applicable: architectural items,mechanical, plumbing, etc. per ASCE 7
Provide as applicable: abnormal items, movingloads, impact, hoisting etc. per ASCE 7
TABLE 5-9 STRUCTURAL DESIGN INFORMATION (PER IBC CHAPTER 16)
WATER SYSTEM
SERVICE LINE SIZE
TABLE 5-10 PLUMBING INFORMATION
PEAK
TOTAL DEMAND
SANITARY SEWER SYSTEM
LOADING
SERVICE LINE SIZE
SLOPE
AIR COMFORT SYSTEMS
OVERALL THERMAL TRANSFER VALUE (OTTV):
TABLE 5-12 MECHANICAL INFORMATION
BUILDING HEATING LOAD
BUILDING COOLING LOAD
OTHER LOADING FEATURES
GLASS U FACTOR: _____________
INSULATION VALUE MEMBRANE ROOF: _____________
OUTSIDE AIR MINIMUM WHILE OCCUPIED
MECHANICAL SYSTEMS, SERVICE SYSTEMS & EQUIPMENT:PRIMARY SYSTEM CONSISTS OF 4-PIPE FAN COIL UNITS AND A DEDICATED OUTDOOR AIR HANDLING UNIT.SECONDARY SYSTEM CONSISTS OF CHILLED WATER VARIABLE AIR VOLUME (VAV) AIR HANDLING UNITS SERVING VAVTERMINAL UNITS WITH HOT WATER HEATING COILS.
WINDOW TO WALL RATIO: _____________
BRICK & STUD EXTERIOR WALL: _____________
A. INTERNATIONAL BUILDING CODE (IBC), 2009 EDITIONB. INTERNATIONAL EXISTING BUILDING CODE (IEBC), 2009 EDITIONC. INTERNATIONAL FIRE CODE (IFC), 2009 EDITIOND. INTERNATIONAL ENERGY CONSERVATION CODE (IECC), 2006 EDITIONE. INTERNATIONAL FUEL GAS CODE (IFGC), 2009 EDITIONF. INTERNATIONAL MECHANICAL CODE (IMC), 2009 EDITIONG. INTERNATIONAL PLUMBING CODE (IPC), 2009 EDITIONH. INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE (IPSDC), 2009 EDITIONI. INTERNATIONAL PROPERTY MAINTENANCE CODE (IPMC), 2009 EDITIONJ. INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS (IRC), 2009 EDITIONK. INTERNATIONAL WILDLAND - URBAN INTERFACE CODE (IUWIC), 2009 EDITIONL. NATIONAL ELECTRICAL CODE (NEC), NFPA 70, 2008 EDITIONM. NATIONAL ELECTRICAL SAFETY CODE, ANSI-C2-2007 EDITIONN. ICC/ANSI-A117.1-2003, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIESO. STATE FIRE MARSHAL RULES, REGULATIONS AND POLICIES, LATEST REVISIONP. SOUTH CAROLINA ELEVATOR CODE AND REGULATIONS AND ASME A17.1Q. STATE OF SC TELEPHONE EQUIPMENT ROOM AND COMMUNICATIONS/DATA SYSTEMS POLICIES AS FORMULATED BY
THE OFFICE OF INFORMATION RESOURCES (OIR) TELECOMMUNICATIONS
PROJECT DESIGNED IN ACCORDANCE WITH:
TABLE 5-4 BUILDING AREA BUILDING #1
SQUARE FOOTAGE (ASDESIGNED)
FLOOR ORLEVEL
FIRST FLR
WITHOUT INCREASE(IBC TABLE 503)
SQUARE FOOTAGE AS ALLOWED BY IBC
FRONTAGEINCREASE(IBC 506.2)
SPRINKLERINCREASE(IBC 506.3)
TOTAL ALLOWABLEAREA(IBC 506.1)
9,500 19,000 28,500
TOTAL FLOORAREA 85,500
TABLE 5-5 BUILDING HEIGHT
AS DESIGNED
IN STORIESIN FEET
WITHOUT ANY ALLOWABLEINCREASE (PER IBC TABLE 503)
ALLOWABLE HEIGHT INCREASE(PER IBC 504.2)
TOTAL HEIGHT INCLUDING ANYALLOWABLE INCREASE
AS ALLOWED BY IBC
IN STORIESIN FEET
TABLE 5-8 FIRE RESISTANCE RATING OF BUILDING ELEMENTS
BUILDING ELEMENT
STRUCTURAL FRAME INCLUDING COLUMNS, GIRDERS, ANDTRUSSES (PER IBC TABLE 601 & 704.10)
RATING ASDESIGNED (IN
HOURS)
RATING ASREQUIRED (IN
HOURS)
TESTING AGENCY&DESIGN NUMBER
(UL, FM, ETC.)
BEARING WALLS, EXTERIOR (PER IBC TABLE 601)
BEARING WALLS, INTERIOR (PER IBC TABLE 601)
NONBEARING WALLS & PARTITIONS, EXTERIOR (PER IBCSECTION 602)
FLOOR CONSTRUCTION, INCLUDING SUPPORTING BEAMS &JOISTS (PER IBC TABLE 601)
ROOF CONSTRUCTION, INCLUDING SUPPORTING BEAMS &JOISTS (PER IBC TABLE 601)
FIRE WALLS (PER IBC SECTION 706)
FIRE BARRIERS (PER IBC SECTION 707)
SHAFT ENCLOSURES (PER SECTION 708.4)
FIRE PARTITIONS (PER IBC SECTION 709)
TABLE 5-7 GENERAL FIRE PROTECTION REQUIREMENTS
ITEM YES NO CODE REFERENCE
SMOKE PARTITIONS REQUIRED
DRAFTSTOPPING REQUIRED
STANDPIPES REQUIRED
FIRE ALARM SYSTEM REQUIRED
TOTAL DESIGNAREA
20'
55
1
2
75' (60'-0" maximum BldgHeight- 504.2 if using NFPA
13R)3 (Four Stories Max -504.2 if
using NFPA 13R)
0 HRS 0 HRS N/A
0 HRS 0 HRS N/A
0 HRS 0 HRS N/A
0 HRS 0 HRS N/A
0 HRS 0 HRS N/A
0 HRS 0 HRS N/A
N/A N/A--
1HR - 3 STORIES --
1/2 HR1/2 HR see 709.3exceptions 1&2 --
DESIGNERWALL / PARTITION KEY
CODE
NONBEARING WALLS & PARTITIONS, INTERIOR (PER IBC TABLE601)
0 HRS 0 HRS N/A
N/A
N/A
N/A
N/A
--
--
--
OPENING & PROTECTIVE LISTING BY CATEGORY (FIRESHUTTERS, DOORS, ETC. PER IBC SECTION 715)
OTHERS AS REQUIRED BY DESIGNER: N/A
--
-- - -
1/3 HR 1/3 HR --
FIREBLOCKING REQUIRED . X PER IBC SECTION 717
SEPARATIONS
PER IBC SECTION 717
SMOKE CONTROL SYSTEM REQUIRED PER IBC SECTION 909
SMOKE BARRIERS REQUIRED PER IBC SECTIONS 407, 408
PER IBC SECTION 508.2.5.2
FIRE PARTITIONS REQUIRED
FIRE BARRIERS REQUIRED
PER IBC SECTIONS 420
PER IBC SECTION 707
. X
. X
ALARM & DETECTION
PER IFC SECTION 907
EMERGENCY ALARM SYSTEM REQUIRED PER IFC SECTION 908
SUPPRESSION
PER IFC SECTION 905
SPRINKLERS REQUIRED PER IFC SECTION 903**
SPRINKLERS PROVIDED
PORTABLE EXTINGUISHERS REQUIRED PER IFC SECTION 906
OTHER SUPPRESSION SYSTEMS REQUIRED PER IFC SECTION 904
SMOKE & HEAT VENTS REQUIRED PER IFC SECTION 910
OTHER
X .
. X
X .
TABLE 5-3 BASIC BUILDING CODE INFORMATION
MIXED OCCUPANCY
SEPARATED
BUILDING 1 OCCUPANCY GROUP (INDICATE ALL) (NOTE IBC 506.5)
DOES BUILDING HAVE ACCESSORY OCCUPANCY(IES)? WHAT PERCENT OFSTORY IS ACCESSORY OCCUPANCY?
DOES BUILDING REQUIRE INCIDENTAL USE AREASEPARATION
NON SEPARATED
OTHER FIRE PROTECTION SYSTEMS, DEVICES OR FEATURES
. X
. X
. X
IBC 302
SF<10 %
YES NO
IBC 508
IBC 508.2.1
IBC 508.2.5
IBC 508.3
IBC 508.4IBC 506.5
X .
X
X
SEPARATED MIX USERESIDENTIAL (DORMITORIES) R-2ASSEMBLY GROUP A-3 (Multi-Purpose Room/ Lounges)
X
X
SECOND FLR
26,855 SF
80,145 SF
3 STORIES47'-0" (AVG HEIGHT OFHIGHEST ROOF )
TABLE 5-6 BUILDING DESIGN OCCUPANT LOAD (PER IBC 1004)
FLOOR ORLEVEL
OCCUPANCY TYPE(FUNCTION OF SPACE)
OCCUPANCYFLOOR AREA(NSF OR GSF)
A B
MAX FLOOR AREAIN SF / OCCUPANT
(NSF OR GSF)
OCCUPANTS ON THISFLOOR FOR THIS
OCCUPANCY TYPEDESIGN
OCCUPANT LOAD
C D
FIRSTFLOOR
SUBTOTAL DESIGN OCCUPANT LOAD FOR THIS FLOOR 394
MECHANICALATTIC
12SUBTOTAL DESIGN OCCUPANT LOAD FOR THIS FLOOR
ACCESSORY MECH EQUIP
TOTAL BUILDING DESIGN OCCUPANT LOAD
X .
X .
1 HR - 3 STORIES
N/A
N/A
N/A
16,000 32,000 48,000
IBC 414.1.3
TABLE 5-2 SOILS & SITE
MINIMUM DESIGN SOIL LATERAL LOAD
SOILS CLASSIFICATION
SITE CLASS (SEISMIC CLASS)CLASSES SOIL OF MATERIALS (UCS SYSTEM)ALLOWABLE FOOTING BEARING PRESSURE
SOILS INVESTIGATION
MINIMUM DESIGN SOIL BEARING LOAD
FOOTINGS
UNDISTURBED FOOTINGSCOMPACTED FILL MATERIAL
IBC 1803.2
YES NO
DSP,SP-SM & SM2000
IBC 1613.5.2IBC 1803.5.1
IBC TABLE 1806.2
COMPACTION
SUBGRADEBASEOTHER
X IBC TABLE 1804.5
IBC TABLE 1610.1N/A
ELEVATIONS
ELEVATION OF WATER TABLEELEVATION OF LOWEST FOOTINGELEVATION OF LOWEST FLOOR OR BASEMENT
1 - 4 FT MSL39'-6" MSL42'-6" MSL
98 PERCENT 100 PERCENT 95 PERCENT
ASTM D2922, ASTM D1557, AASHTO T-180AASHTO T-180AASHTO T-180
2000 PSF
CONSTRUCTION CLASSIFICATION TYPE IIB IBC 602
876
26,647 SF
N/A N/A -- --
FIXTURES: 1 PER 125 MALE, 1 PER 65 FEMALE, LAVS: 1 PER 200 MALE, 1 PER 200 FEMALE
-
-
X
--3/4 HRS 3/4 HRS --
TABLE 5-1 FLOOD HAZARD INFORMATION AND FLOOR LOADSFLOOD HAZARD AREA
BASE FLOOD ELEVATIONDESIGN FLOOD ELEVATION
PROPERTY IN FLOOD ZONE "X"PER F.I.R.M. 45051C00517HDATED 08-23099NGVD OR FIRMIBC 1612.3 AND ASCE 24
NON HIGH-VELOCITY WAVE ACTION
ELEVATION OF LOWEST PROPOSED FLOORDRY FLOODPROOFING
PER ASCE 24
MEET ASCE 24 SECTION 2.6.2.1
________________
MSLMSL
N/AN/A
________ MSL+42.5 NO YES
HIGH-VELOCITY WAVE ACTION
ELEVATION OF BOTTOM OF LOWEST HORIZONTAL STRUCTURALMEMBER OF LOWEST FLOOR
FLOTATION RESISTANTBREAKAWAY WALL
NO YES NO YES
MSL
PSF
ASSEMBLY A-3 (LOUNGE ROOMS)CONCENTRATEDUNCONCENTRATED
ACCESSORY MECH EQUIP
.
X .
MALE - REQUIRED MALE - PROVIDED FEMALE -REQUIRED
FEMALE -PROVIDED
37
37
18.70
17.92
20.67
17.93
39
37
MALE - REQUIRED
WATER CLOSETS
DRINKING FOUNTAINS (1 PER 1000)
FEMALE -REQUIRED
0.10
0.10
-
0.11
0.11
-
LAVATORIES
URINALS
OTHER FIXTURES REQUIRED
SERVICE SINK
GROUP S OCCUPANCY - 21 OCCUPANT LOAD - 10 MALE, 11 FEMALE
FIXTURES: 1 PER 100 MALE, 1 PER 100 FEMALE, LAVS: 1 PER 100 MALE, 1 PER 100 FEMALE
.02
1
DRINKING FOUNTAINS
OTHER FIXTURES REQUIRED PROVIDED
SERVICE SINK
4.35
-
3
UNISEX TOILET
WATER CLOSETS
LAVATORIES
URINALS
6
1
FAMILY OR ASSISTED TOILET (2902.1.2, 1109.2.1) **
- -
6
1
SHOWER/ TUBS 41 74
X
XX
X
1.82
600 SF/ TON
8.5 BTU/ HR/ SF
0.60
11,300 CFM
20.83 R-VALUE
4"
254 GPM
1372 WFUs
636 DFUs
6"
1/4" / FOOT MINIMUM
RESIDENTIAL (DORMITORIES) R-2*MAX OCCUPANT LOAD OF 10 FORSLEEPING UNIT SUITE WITH ONE EXIT
5018104 81*
7 NET862 123
3001967 7
3002936 12
THIRD FLR 26,647 SF 16,000 - 32,000 48,000
X
BUILDING 1
0.29
11.7 R-VALUE
BUILDING 1
BUILDING 1
+38.5
1 HRS 1 HRS
SERVICE TRANSFORMER
BY UTILITY CO. OR AGENCY
TABLE 5-13 ELECTRICAL INFORMATION BUILDING #1
ELECTRICAL SERVICE INFORMATION
SERVICE VOLTAGE/PHASE
SERVICE ENTRANCE CONDUCTORS SIZE
EMERGENCY SERVICE INFORMATION
ESTIMATED MAXIMUM DEMAND
TOTAL CONNECTED LOAD
AVAILABLE FAULT CURRENT IN SYMMETRICAL AMPERES
INTERRUPTING CAPACITY OF SERVICE OVERCURRENT DEVICE
GROUNDING ELECTRODE SYSTEM COMPONENTS (PER NEC 250)
EMERGENCY GENERATOR
EXIT/EMERGENCY LIGHTS BACKUP POWER
FIRE ALARM SYSTEM
LIGHTNING PROTECTION PROVIDED
COMMUNICATIONS COORDINATED
IF BY AGENCY:
BY UTILITY COMPANY
208/120V/ 3-PHASE
4#500 AWG (8 SETS)
715 KVA
630 KVA
50,000 A
3,000 A
GROUND LOOP, UPPER GROUND, GROUNDED COLDWATER PIPE, SUPPLEMENTAL GROUNDING RODS,LIGHTNING PROTECTION
130 KW 208/120V/3-PHASE NATURAL GAS FUEL NO YESX
INTEGRAL BATTERY GENERATORX
X MANUAL AUTOMATIC ADDRESSABLEX CLASS A CLASS BX
NO YESX
NOT REQUIREDX YES
BUILDING 1 CODE ANALYSIS
SEE GEOTECH REPORT FOR WATERTABLE LEVEL
X
X
X
.
.
SECONDFLOOR
235SUBTOTAL DESIGN OCCUPANT LOAD FOR THIS FLOOR
ASSEMBLY A-3 (ACCESSORY TO R-2)
LOUNGE ROOMS(UNCONCENTRATED)
ACCESSORY ELECTRICAL/DATA/ CUSTODIAL ROOMS
15 NET1695 113
5024952 121*
300165 1
THIRD FLOOR
235SUBTOTAL DESIGN OCCUPANT LOAD FOR THIS FLOOR
ASSEMBLY A-3 (ACCESSORY TO R-2)
LOUNGE ROOMS(UNCONCENTRATED) 15 NET1695 113
5024952 121*
300165 1
15 NET1383 92
ASSEMBLY A-3 (ACCESSORY TO R-2)
LOUNGE ROOMS(UNCONCENTRATED) 15 NET1284 86
RESIDENTIAL (DWELLING UNITS) R-2 2001003 5
RESIDENTIAL (DORMITORIES) R-2*MAX OCCUPANT LOAD OF 10 FORSLEEPING UNIT SUITE WITH ONE EXIT
RESIDENTIAL (DORMITORIES) R-2*MAX OCCUPANT LOAD OF 10 FORSLEEPING UNIT SUITE WITH ONE EXIT
876 total design occupantload- see Table 5-6
ACCESSORY ELECTRICAL/DATA/ CUSTODIAL ROOMS
STAT
E
OF SOUTH CAROLINA
AD RCHIT
ECT
ERETSIG
RE
QUACKENBUSHARCHITECTS +PLANNERS LLC
Columbia, SCNo. 100028 S
SHEET NO.
TITLE
CORPORATE SEAL
A/E SEAL
PROJECT TITLE
SHEET INFORMATION
Date
Project No.
Scale
Drawn By
Checked By
NO REVISION DATE
Conditions of Use: This drawing and the design thereon are theproperty of Quackenbush Architects + Planners. Thereproduction, copying, or use of this drawing without the writtenconsent of Quackenbush Architects + Planners is prohibited andany infringement will be subject to legal action.
T: 803.771.2999F: 803.771.2858
REVISIONS
State Project No.
1217 Hampton StreetColumbia, SC 29201
T: 828.633.002842 Gaston Mountain RoadAshville, NC 28806
H17-9592-MJ-B
C:\U
sers\
John
Bed
ell\D
ocum
ents\
1210
0_W
S CC
U Bu
ilding
1_Q_
John
Bed
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t
12" = 1'-0"
10/27
/2013
11:50
:23 P
M
LS1.10
BUILDING 1-CODEANALYSIS
12131.00
JCB
BLH
10/28/13
COASTALCAROLINAUNIVERSITY
NEWSTUDENTHOUSINGCONST.(ELVINGTONPROPERTY)
PHASE 1 BUILDINGSBID SET
CONWAY, SOUTH CAROLINA
OFS
OFS
MPR
CUST
DATA ELEC
LOBBY/LOUNGE
R.R.
ELEC
DATA
STUDY
LOUNGE
LOUNGELAUNDRY
MEN'S R.R.
WOMEN'SR.R.
LOBBY
OFFICE
DOUBLE
DOUBLE
DOUBLE
DOUBLE
DOUBLE
DOUBLE
DOUBLEDOUBLE
DOUBLE
DOUBLE
DOUBLE
DOUBLEDOUBLE
DOUBLE
DOUBLE
VESTVEST
RECEP
CATER
RECYCLVEND
STOR
DOUBLE
RHAWORK
SINGLE
ACCDOUBLE
DOUBLE
APARTMENT5
2
269
717
GROUP A-3CONCENTRATED1P / 7 NSF. TOTAL SQ FT= 862
123
3
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
1
1
2
1STOR.
GROUP A-3UNCONCENTRATED1P / 15 NSF. TOTAL SQFT= 1133
1-HR RATING ATSTAIR SHAFTS
MECH ACCESSORY OCC1P/300 GSF. TOTALSQ FT = 695
APARTMENTGROUP R-21P/200 GSF.TOTAL SQ FT=1003
GROUP B1P/100 GSF.TOTAL SQ FT=123
1-HR RATING ATSTAIR SHAFTS
1-HR SEPARATION BETWEEN R-2 ANDOTHER OCCUPANCY GROUPS. 1-HRFIRE RATED GLAZING AT DEMISINGPARTITION
1/2-HR RATING ATCORRIDOR
111
39
1
162
11
1
1
7 17
38
38
2
2
2
5
SMOKESEPARATION TOPREVENT PASSAGEOF SMOKE
3
62
2
2 2 22 2
22
1
2
2
2
2 2 2 22
22
1/2-HR RATING BETWEENSLEEPING UNITS
1-HR RATING AT STAIRAND ELEVATOR SHAFTS
DOUBLE
DOUBLE
DOUBLE DOUBLE
DOUBLE
DOUBLEDOUBLE
BATH
R.R.
DATA
ELEV.
R. R.
2
1
TRAV
EL D
ISTA
NCE
= 10
8'
MECH1
1
34045
17045
34038
170100
1703
34053
34054
17062
1702
3401
17078
MECHSTAIR
1/2-HR RATINGAROUND DWELLINGUNIT
1-HR RATING ATMECH SHAFTS
1/2-HR MIN. FIRE PARTITION BETWEEN UNITS
1/2-HR MIN. FIRE RESISTANCE AT CORRIDOR, 1/2 HOURFIRE RATED GLAZING AT STUDY AND LOBBY LOUNGEDEMISING WALLS, TYPICAL
NOTE:1-HR CONSTRUCTION SUPPORTINGHORIZONTAL SEPARATION ABOVE
1-HR RATING ATMECH SHAFTS
1/2-HR MIN. FIRE RESISTANCE AT CORRIDOR
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT= 588
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQFT= 168
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT= 168
11
FEC
FE-B
FE-B
FEC
FEC
FEC
FEC
2
17044
SMOKESEPARATION TOPREVENT PASSAGEOF SMOKE
1702
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT = 360
24
17044
10 PERSON MAXIMUMOCCUPANT LOADWITH ONE EXIT.TYPICAL PER SUITE
10 PERSON MAXIMUMOCCUPANT LOADWITH ONE EXIT.TYPICAL PER SUITE
DOUBLEDOUBLEDOUBLE
DOUBLE
DOUBLEBATH
LOUNGE
ELEC
BATH BATH
ACC SINGLESTUDY
DOUBLE
DOUBLE
DOUBLE
ACC DOUBLE
DOUBLEDOUBLEDOUBLE
STAIR
ELEV.
STAIR
BATH
BATH
BATH
BATH
TRAVEL DISTANCE =
77'-4"
65
461
40
2
38
GROUP A-3UNCONCENTRATED1P / 15 NSF. TOTALSQ FT= 250
OCCUPANT LOADREPRESENTS NUMBERFROM FLOOR ABOVECONVERGING WITH MECHRM OCCUPANT LOAD
ACCESSORY OCC 1P/300 GSF. TOTAL SQ FT =55. TYPICAL AT DATA AND ELECTRICAL
ACCDOUBLE
ACCDOUBLE
PLACE SIGN TOINIDCATE "NOT ANEXIT" FOR BREEZEWAYDOOR.
1/2 HOUR FIRE RATED GLAZING ATSTUDY AND LOBBY LOUNGEDEMISINGWALLS, TYPICAL
BREEZEWAY ENCLOSEDWITH PICKET FENCINGFULL HEIGHT. GATESPROVIDED AT EITHEREND FOR EGRESS
PLACE SIGN TOINIDCATE "NOT ANEXIT" FOR BREEZEWAYDOOR.
EGRESS GATE ATBREEZEWAY, TYP OF 2
34038
General Life Safety Notes
Bedroom Counts - Doubles
Bedroom Counts - Singles
Accessible Sleeping Units
1. Buildings are 3 stories
2. Buildings are fully sprinklered
3. Elevators are sized to fit a stretcher.
Floor 1 39Floor 2 59Floor 3 59TOTAL 157*
*Note: Building has 16 accessible double bedrooms
Floor 1 2Floor 2 3Floor 3 3TOTAL 8*
*Note: Building has 2 accessible single bedrooms
1. 8 Accessible double units are required per building (IBC 2009 Table 1107.6.1.1)
2. 16 Accessible double units are provided per building. 2 roll-in showers provided per building.
3. 1 Accessible single unit is required per building (IBC 2009 Table 1107.6.1.1)
4. 2 Accessible single units are provided per building. 2 roll-in showers provided per building.
5. All unit bathrooms have at least 1 accessible lavatory, water closet, and shower.
6. All staff apartments meet clear floor area requirements for accessibility.
7. Non-accessible units are Type-B per ICC A117.1-2009
Applicable Codes1. FOR APPLICABLE CODES FOR BUILDING 1 SEE SHEET LS1.10
1. 1/2 - hour rating between sleeping units andcontiguous accessory occupancies
2. 1/2 - hour rating at corridors
3. 1 - hour rating at stair and elevator shafts
4. 1 - hour rating at mechanical shafts
5. Smoke separation to prevent passage of smokeat laundry rooms (> 100 SF)
6. Glazing in rated walls shall be fire rated as perpartition requirement.
1-HR rated walls
1/2-HR rated walls
Smoke Separation
1. 1/2 - hour rating between sleeping units
2. 1 - hour rating between occupancies
1. Residential wings are Group R-2 occupancy
2. Max. occupant count for double bedrooms = 2. Max. occupant count for single bedrooms = 1. Notemaximum 10 person occupant load at sleeping unit suite with one exit.
3. Studies and lounges in residential wings are accessory occupancies with 15 NSF max. per occupant
4. Attic mechanical rooms are incidental accessory occupancies with 300 GSF max. per occupant
5. 1st Floor community wings are non-separated mixed occupancies (Groups A-3, B, & M)
6. Multi-purpose rooms are Group A-3, concentrated with 7 NSF max. per occupant
7. Public lounges are Group A-3, un-concentrated with 15 NSF max. per occupant
8. The large conference room is Group A-3, un-concentrated with 15 NSF max. per occupant
9. Laundries are incidental accessory occupancies with 15 NSF max. per occupant
10. Staff apartments are Group R-2 with 200 GSF max. per occupant
11. Staff offices are Group B occupancy with 100 GSF max. per occupant
12. The C-Store is Group M with 30 NSF max. per occupant
13. Storage areas and mechanical rooms are accessory occupancies with 300 GSF max. per occupant
Occupant count per room
Number of people and direction of travel
Exit enclosure (stair) or exit discharge at grade
Exit Sign (directional arrows as appilcable)
Fire extinguisher cabinet
Occupancy group A-3, unconcentrated
Occupancy group A-3, concentrated
Occupancy group B
Occupancy group R-2
Mechanical accessory occupancy
Travel Distance = X ft
1. Single doors are 3'-0", typical. Exit capacity = 34 / 0.2 = 170 people
2. Double doors are 6'-0", typical. Exit capacity = 68 / 0.2 = 340 people
3. Stairways are 4'-0" wide between handrails. Exit capacity = 48 / 0.3 = 160 people
4. Stairways do not include an area of refuge (IBC 2009 1007.3, Exception 1)
5. Maximum travel distance = 250 feet (IBC 2009 Table 1016.1, R Occupancy withsprinkler system)
6. Maximum dead-end corridor length = 50 feet (IBC 2009 1018.4 exception 2)
7. Elevators are not part of the accessible means of egress (IBC 2009 1007.2.1)
Fire Separations - Walls Fire Rated Walls Legend
Fire Separations - Floors/Ceilings
Occupancy Group and Count (IBC 2009 Table 1004.1.1)
Occupancy Legend Egress Legend
Means of Egress
##
FEC
17010 NUMBER OF
OCCUPANTS EXITING
EGRESS CAPACITY
Electrical Control IFC 605.3.1 (O.F.O.I.) Post sign at doors into electrical control panel rooms.Sans-serif font, 1/2" height minimum, reading: ELECTRICAL ROOM
Elevator Emegency IBC 3002.3 ---Emergency Evacuation IBC 3008.2 (O.F.O.I.) See IFC Section 404Exits IBC 1011.1 See electrical drawingsFire Cabinets IBC 905.7.1 ---Fire Damper Access Panel IBC 716.4 Sans-serif font, 1/2" height minimum, reading:
FIRE/SMOKE DAMPER, SMOKE DAMPER or FIRE DAMPERFire Dept Connections IFC 912.4 Post metal sign on all fire department connections serving automatic
sprinklers, standpipes or fire pump connections.Raised letters, sans-serif font, 1" height minimum, reading:AUTOMATIC SPRINKLERS or STANDPIPES or TEST CONNECTION
Fire Doors IFC 703.2.1 (O.F.O.I.) Where required by the fire code official, post sign onor near fire doors. Sans-serif font, 1" height minimum, reading:FIRE DOOR--DO NOT BLOCK (at doors normally kept open)FIRE DOOR--KEEP CLOSED (at doors normally kept closed)
Fire Protection Equipment IFC 509.1 (O.F.O.I.) Post sign at rooms containing controls for air-conditioning systems, sprinkler risers and valves, or other fire detection,supression or control elements for fire department use.Durable material, sans-serif font, 1" height minimum
Live Loads IBC 106.1 (O.F.O.I.) Post sign in all areas designed for live loads > 50 psfNo Smoking IFC 310.3 (O.F.O.I.) Where required by the fire code official, post NO SMOKING
sign. Location, font, size and color to be approved by AHJOccupant Load IBC 1004.3 (O.F.O.I.) Post sign near exit in each assembly occupancy spaceWalls w/ Protected Openings IBC 703.6 At walls with protected openings or penetrations, provide sign or
stenciling in accessible concealed floor, floor-ceiling or attic spaces.Repeat at horizontal intervals < 30 ft along the wallSans-serif font, 1/2" height minimum, reading:FIRE AND/OR SMOKE BARRIER--PROTECT ALL OPENINGS
Restrooms IBC 2902.4 (O.F.O.I.) Signs shall comply with ANSI A117.1
Type of Sign Code Reference Comments
Code Required Signage
STAT
E
OF SOUTH CAROLINA
AD RCHIT
ECT
ERETSIG
RE
QUACKENBUSHARCHITECTS +PLANNERS LLC
Columbia, SCNo. 100028 S
SHEET NO.
TITLE
CORPORATE SEAL
A/E SEAL
PROJECT TITLE
SHEET INFORMATION
Date
Project No.
Scale
Drawn By
Checked By
NO REVISION DATE
Conditions of Use: This drawing and the design thereon are theproperty of Quackenbush Architects + Planners. Thereproduction, copying, or use of this drawing without the writtenconsent of Quackenbush Architects + Planners is prohibited andany infringement will be subject to legal action.
T: 803.771.2999F: 803.771.2858
REVISIONS
State Project No.
1217 Hampton StreetColumbia, SC 29201
T: 828.633.002842 Gaston Mountain RoadAshville, NC 28806
H17-9592-MJ-B
C:\U
sers\
John
Bed
ell\D
ocum
ents\
1210
0_W
S CC
U Bu
ilding
1_Q_
John
Bed
ell.rv
t
1/16" = 1'-0"
10/27
/2013
11:50
:37 P
M
LS1.11
BUILDING 1 -FIRST FLOORLIFE SAFETYPLAN
12131.00
JCB
BLH
10/28/13
COASTALCAROLINAUNIVERSITY
NEWSTUDENTHOUSINGCONST.(ELVINGTONPROPERTY)
PHASE 1 BUILDINGSBID SET
CONWAY, SOUTH CAROLINA
SCALE: 1/16" = 1'-0"LS1.111 BUILDING 1 - FIRST FLOOR LIFE SAFETY PLAN
DOUBLEDOUBLE
DOUBLE
2
2 2 22 2
22
11
2
2
2
2 2 2 22
22
1-HR RATING AT STAIRAND ELEVATOR SHAFTS
ELECDATA DOUBLE
DOUBLE
DOUBLEDOUBLEDOUBLE
DOUBLE
DOUBLE
DOUBLE
STAIR
DOUBLE
2
DOUBLE
2
22
2 2 22
2
2
2
2
222
22
2
2
2
24
11
1SINGLE
TRAV
EL D
ISTA
NCE
= 20
2'
DOUBLE
DOUBLE
DOUBLEDOUBLEDOUBLE
STAIR
ELEV.
DATA R.R.
BATH
2
ACCSINGLE
ACCDOUBLE
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
1-HR RATING ATSTAIR SHAFTS
1/2-HR RATING ATCORRIDOR. 1/2 HOURFIRE RATED GLAZING ATSTUDY DEMISING WALLS
111
24
34041
34076
34076
DOUBLE
DOUBLE
DOUBLE
BATH
DOUBLE
DOUBLE
DOUBLEDOUBLE
DOUBLE
BATH
STUDY
LOUNGE
BATH
BATH
DOUBLE
DOUBLE
DOUBLE
DOUBLE
DOUBLE
DOUBLE
DOUBLE
ACCDOUBLE
BATHBATH
1-HR RATING ATMECH SHAFTS
1/2-HR MIN. FIRE PARTITION BETWEEN UNITS
1/2-HR MIN. FIRE RESISTANCE AT CORRIDOR.1/2 HOUR FIR ERATED GLAZING AT STUDY AND LOUNGEDEMISING WALLS, TYP.
1-HR RATING ATMECH SHAFTS
1/2-HR RATING ATCORRIDOR
1-HR RATING ATSTAIR SHAFTS
1/2-HR MIN. FIRE RESISTANCE AT CORRIDOR.1/2 HOUR FIRE RATED GLAZING AT STUDYAND LOUNGE DEMISING WALLS, TYP.
1/2-HR MIN. FIRE PARTITION BETWEEN UNITS
1-HR RATING ATMECH SHAFTS
1/2-HR MIN. FIRE RESISTANCE AT CORRIDOR.1/2 HOUR FIRE RATED GLAZING AT STUDY AND LOUNGEDEMISING WALLS, TYP.
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT= 360
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT= 168
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT= 168.
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT= 168.
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT= 360.
1
1/2-HR MIN. FIRE PARTITION BETWEEN UNITS
FEC
FEC
FEC
FEC
FEC
2
24
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT=360
17041
10 PERSON MAXIMUMOCCUPANT LOAD WITH ONEEXIT. TYPICAL PER SUITE.
10 PERSON MAXIMUMOCCUPANT LOAD WITHONE EXIT. TYPICAL PERSUITE.
8
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT=120.
1-HR RATING AT STAIRAND ELEVATORSHAFTS
1-HR RATING ATELEVATOR SHAFTS
10 PERSON MAXIMUMOCCUPANT LOAD WITH ONEEXIT. TYPICAL PER SUITE.
STAIR
ELEV.
STAIR
STUDY
DOUBLEDOUBLEDOUBLE
DOUBLE
DOUBLE
BATH
STUDY
SINGLELOUNGE
BATH
DOUBLE
DOUBLE
DOUBLE
DOUBLEDOUBLE
BATH
ELEC.
DOUBLEDOUBLE
DOUBLEDOUBLE
BATHBATHDOUBLE
DOUBLE
CUST
LOUNGE
STUDY
DATA
ELEC
R.R.
MECH ACCESSORY OCC 1P/300 GSF. TOTAL SQ FT= 55. TYPICAL AT DATA AND ELECTRICAL
TRAVEL DISTANCE =
77'-4"
MECH ACCESSORY OCC1P/300 GSF. TOTAL SQFT = 55. TYPICAL ATDATA, ELECTRICAL ANDCUSTODIAL
1-HR RATING ATMECH SHAFTS
ACCDOUBLE
DOUBLE
ACCDOUBLE
ACCDOUBLE
ACCDOUBLE
DOUBLE
ACCDOUBLE
ACCDOUBLE
1. 1/2 - hour rating between sleeping units andcontiguous accessory occupancies
2. 1/2 - hour rating at corridors
3. 1 - hour rating at stair and elevator shafts
4. 1 - hour rating at mechanical shafts
5. Smoke separation to prevent passage of smokeat laundry rooms (> 100 SF)
6. Glazing in rated walls shall be fire rated as perpartition requirement.
1-HR rated walls
1/2-HR rated walls
Smoke Separation
1. 1/2 - hour rating between sleeping units
2. 1 - hour rating between occupancies
1. Residential wings are Group R-2 occupancy
2. Max. occupant count for double bedrooms = 2. Max. occupant count for single bedrooms = 1. Notemaximum 10 person occupant load at sleeping unit suite with one exit.
3. Studies and lounges in residential wings are accessory occupancies with 15 NSF max. per occupant
4. Attic mechanical rooms are incidental accessory occupancies with 300 GSF max. per occupant
5. 1st Floor community wings are non-separated mixed occupancies (Groups A-3, B, & M)
6. Multi-purpose rooms are Group A-3, concentrated with 7 NSF max. per occupant
7. Public lounges are Group A-3, un-concentrated with 15 NSF max. per occupant
8. The large conference room is Group A-3, un-concentrated with 15 NSF max. per occupant
9. Laundries are incidental accessory occupancies with 15 NSF max. per occupant
10. Staff apartments are Group R-2 with 200 GSF max. per occupant
11. Staff offices are Group B occupancy with 100 GSF max. per occupant
12. The C-Store is Group M with 30 NSF max. per occupant
13. Storage areas and mechanical rooms are accessory occupancies with 300 GSF max. per occupant
Occupant count per room
Number of people and direction of travel
Exit enclosure (stair) or exit discharge at grade
Exit Sign (directional arrows as appilcable)
Fire extinguisher cabinet
Occupancy group A-3, unconcentrated
Occupancy group A-3, concentrated
Occupancy group B
Occupancy group R-2
Mechanical accessory occupancy
Travel Distance = X ft
1. Single doors are 3'-0", typical. Exit capacity = 34 / 0.2 = 170 people
2. Double doors are 6'-0", typical. Exit capacity = 68 / 0.2 = 340 people
3. Stairways are 4'-0" wide between handrails. Exit capacity = 48 / 0.3 = 160 people
4. Stairways do not include an area of refuge (IBC 2009 1007.3, Exception 1)
5. Maximum travel distance = 250 feet (IBC 2009 Table 1016.1, R Occupancy withsprinkler system)
6. Maximum dead-end corridor length = 50 feet (IBC 2009 1018.4 exception 2)
7. Elevators are not part of the accessible means of egress (IBC 2009 1007.2.1)
Fire Separations - Walls Fire Rated Walls Legend
Fire Separations - Floors/Ceilings
Occupancy Group and Count (IBC 2009 Table 1004.1.1)
Occupancy Legend Egress Legend
Means of Egress
##
FEC
17010 NUMBER OF
OCCUPANTS EXITING
EGRESS CAPACITY
1/2-HR SEPARATION BETWEEN SLEEPINGUNITS BELOW REQUIRED, 1 HR (UL D902)PROVIDED
1-HR SEPARATION BETWEEN R-2 AND OTHEROCCUPANCIES BELOW. THE SUPPORTSTRUCTURE SHALL BE 1-HR RATED (ULD902)
1/2-HR SEPARATION BETWEEN SLEEPINGUNITS BELOW REQUIRED, 1 HR (UL D902)PROVIDED.
1/2-HR SEPARATION BETWEEN SLEEPINGUNITS BELOW REQUIRED, 1 HR (UL D902)PROVIDED.
1/2-HR SEPARATION BETWEEN SLEEPINGUNITS BELOW REQUIRED, 1 HR (UL D902)PROVIDED.
1/2-HR SEPARATION BETWEEN SLEEPINGUNITS BELOW REQUIRED, 1 HR (UL D902)PROVIDED.
1-HR SEPARATION (UL D902) BETWEEN S-2 AND R-2OCCUPANCY BELOW. PROTECTION OF SUPPORTINGSTRUCTURE NOT REQUIRED FOR INCIDENTALOCCUPANCY IN TYPE II CONSTRUCTION PROVIDEDRATING DOES NOT EXCEED 1 HOUR- IBC 712.4.
1-HR SEPARATION (UL D902) BETWEEN S-2 AND R-2OCCUPANCY BELOW. PROTECTION OF SUPPORTINGSTRUCTURE NOT REQUIRED FOR INCIDENTALOCCUPANCY IN TYPE II CONSTRUCTION PROVIDEDRATING DOES NOT EXCEED 1 HOUR- IBC 712.4.
1/2 HR SEPARATION BETWEEN SLEEPING UNITSBELOW REQUIRED, 1 HR (UL D902) PROVIDED.
1/2 HR SEPARATION BETWEEN SLEEPING UNITSBELOW REQUIRED, 1 HR (UL D902) PROVIDED.
1/2-HR SEPARATION BETWEEN SLEEPINGUNITS BELOW REQUIRED, 1 HR (UL D902)PROVIDED.
General Life Safety Notes
Bedroom Counts - Doubles
Bedroom Counts - Singles
Accessible Sleeping Units
1. Buildings are 3 stories
2. Buildings are fully sprinklered
3. Elevators are sized to fit a stretcher.
Floor 1 39Floor 2 59Floor 3 59TOTAL 157*
*Note: Building has 16 accessible double bedrooms
Floor 1 2Floor 2 3Floor 3 3TOTAL 8*
*Note: Building has 2 accessible single bedrooms
1. 8 Accessible double units are required per building (IBC 2009 Table 1107.6.1.1)
2. 16 Accessible double units are provided per building. 2 roll-in showers provided per building.
3. 1 Accessible single unit is required per building (IBC 2009 Table 1107.6.1.1)
4. 2 Accessible single units are provided per building. 2 roll-in showers provided per building.
5. All unit bathrooms have at least 1 accessible lavatory, water closet, and shower.
6. All staff apartments meet clear floor area requirements for accessibility.
7. Non-accessible units are Type-B per ICC A117.1-2009
Applicable Codes1. FOR APPLICABLE CODES FOR BUILDING 1 SEE SHEET LS1.10
STAT
E
OF SOUTH CAROLINA
AD RCHIT
ECT
ERETSIG
RE
QUACKENBUSHARCHITECTS +PLANNERS LLC
Columbia, SCNo. 100028 S
SHEET NO.
TITLE
CORPORATE SEAL
A/E SEAL
PROJECT TITLE
SHEET INFORMATION
Date
Project No.
Scale
Drawn By
Checked By
NO REVISION DATE
Conditions of Use: This drawing and the design thereon are theproperty of Quackenbush Architects + Planners. Thereproduction, copying, or use of this drawing without the writtenconsent of Quackenbush Architects + Planners is prohibited andany infringement will be subject to legal action.
T: 803.771.2999F: 803.771.2858
REVISIONS
State Project No.
1217 Hampton StreetColumbia, SC 29201
T: 828.633.002842 Gaston Mountain RoadAshville, NC 28806
H17-9592-MJ-B
C:\U
sers\
John
Bed
ell\D
ocum
ents\
1210
0_W
S CC
U Bu
ilding
1_Q_
John
Bed
ell.rv
t
As indicated
10/28
/2013
9:54
:13 A
M
LS1.12
BUILDING 1 -SECONDFLOOR LIFESAFETY PLAN
12131.00
JCB
BLH
10/28/13
COASTALCAROLINAUNIVERSITY
NEWSTUDENTHOUSINGCONST.(ELVINGTONPROPERTY)
PHASE 1 BUILDINGSBID SET
CONWAY, SOUTH CAROLINA
SCALE: 1/16" = 1'-0"LS1.121 BUILDING 1 - SECOND FLOOR LIFE SAFETY PLAN
SCALE: 1/32" = 1'-0"LS1.122 SECOND FLOOR HORIZ. FIRE SEPARATION
SCALE: 1/32" = 1'-0"LS1.123 THIRD FLOOR HORIZ. FIRE SEPARATION
SCALE: 1/32" = 1'-0"LS1.124 ATTIC HORIZ. FIRE SEPARATION
DOUBLE
DOUBLE
DOUBLE
2
2 2 22 2
22
24
2
2
2
2 2 2 2
2
22
1-HR RATING ATELEVATOR HOISTWAY
DOUBLE
2
DOUBLE
2
2
2
2 2 22
2
2
2
2
222
22
2
2
2
24
11
1
1-HR RATING ATMECH SHAFTS
1/2-HR RATING ATCORRIDOR
SINGLE
1-HR RATING ATSTAIR SHAFTS
DOUBLE
DOUBLE
DOUBLE
DOUBLE
DOUBLE
DATA
DOUBLE DOUBLE
DOUBLE
DOUBLE
DOUBLE
DOUBLE
DOUBLE
LOUNGE
DOUBLE
DOUBLE
DOUBLEDOUBLEDOUBLE
STAIR
DOUBLE
DOUBLE
DOUBLE
TRAV
EL D
ISTA
NCE
= 20
2'
1-HR RATING ATMECH SHAFTS
DOUBLEDOUBLEDOUBLE
DOUBLE
DOUBLEBATH
DATA R.R.
ELEV.
SINGLE
DOUBLE
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
1-HR RATING ATSTAIR SHAFTS
1-HR RATING ATMECH SHAFTS
111
24
34041
BATH
BATH
LOUNGE
STUDY
BATH
BATH
DOUBLE
ACCDOUBLE
34076
34076
1/2-HR MIN. FIRE PARTITIONBETWEEN SLEEPING UNITS,TYPICAL
1/2-HR MIN. FIREPARTITION BETWEENUNITS
1/2-HR MIN. FIRE RATINGAT CORRIDOR, TYPICAL
1/2-HR RATING ATCORRIDOR
FEC
FEC
FEC
FEC
FEC
17041
2
11
1
8
DOUBLE
DOUBLEELEV
STAIR
STUDY
STAIR
R.R.
ELEC
STAIRDOUBLEDOUBLE
DOUBLE
DOUBLEDOUBLE
SINGLE
STUDY
LOUNGE
BATH
ELEC
BATH BATH
DOUBLE
DOUBLE
DOUBLEDOUBLEDOUBLE
2
DOUBLE
DOUBLEDOUBLE
BATH
CUST
BATH
DOUBLEDOUBLE
DOUBLEDOUBLE
STUDY
BATHBATH
ELECDATA
10 PERSON MAXIMUMOCCUPANT LOAD WITHONE EXIT. TYPICALPER SUITE.
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT= 168.
ACCESSORY GROUP A-3 UNCONCENTRATED(<10%) 1P / 15 NSF. TOTAL SQ FT= 360.
1-HR RATING ATELEVATOR HOISTWAYAND STAIR SHAFT
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT=160.
1/2-HR MIN. FIRE PARTITIONBETWEEN SLEEPING UNITS,TYPICAL
1/2-HR MIN. FIRE PARTITIONBETWEEN SLEEPING UNITS,TYPICAL
1-HR RATING ATSTAIR SHAFT
10 PERSON MAXIMUMOCCUPANT LOAD WITHONE EXIT. TYPICALPER SUITE.
ACCESSORY GROUPA-3 UNCONCENTRATED(<10%) 1P / 15 NSF.TOTAL SQ FT= 168
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT= 360.
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT= 360
ACCESSORY GROUPA-3UNCONCENTRATED(<10%) 1P / 15 NSF.TOTAL SQ FT= 168.
10 PERSON MAXIMUMOCCUPANT LOAD WITHONE EXIT. TYPICALPER SUITE.
TRAVEL DISTANCE =
77'-4"
ACCDOUBLE
ACCDOUBLE
ACCDOUBLE
ACCDOUBLE
ACCDOUBLE
ACCDOUBLE
ACCDOUBLE
1/2-HR MIN. FIRE RESISTANCE AT CORRIDOR.1/2 HOUR FIRE RATED GLAZING AT STUDY AND LOUNGEDEMISING WALLS, TYP.
1/2 HOUR FIRE RATEDGLAZING AT STUDY ANDLOUNGE DEMISING WALLS,TYP.
1/2 HOUR FIRE RATEDGLAZING AT STUDY ANDLOUNGE DEMISING WALLS,TYP.
1/2-HR RATING ATCORRIDOR. 1/2 HOURFIRE RATED GLAZING ATSTUDY DEMISING WALLS
1. 1/2 - hour rating between sleeping units andcontiguous accessory occupancies
2. 1/2 - hour rating at corridors
3. 1 - hour rating at stair and elevator shafts
4. 1 - hour rating at mechanical shafts
5. Smoke separation to prevent passage of smokeat laundry rooms (> 100 SF)
6. Glazing in rated walls shall be fire rated as perpartition requirement.
1-HR rated walls
1/2-HR rated walls
Smoke Separation
1. 1/2 - hour rating between sleeping units
2. 1 - hour rating between occupancies
1. Residential wings are Group R-2 occupancy
2. Max. occupant count for double bedrooms = 2. Max. occupant count for single bedrooms = 1. Notemaximum 10 person occupant load at sleeping unit suite with one exit.
3. Studies and lounges in residential wings are accessory occupancies with 15 NSF max. per occupant
4. Attic mechanical rooms are incidental accessory occupancies with 300 GSF max. per occupant
5. 1st Floor community wings are non-separated mixed occupancies (Groups A-3, B, & M)
6. Multi-purpose rooms are Group A-3, concentrated with 7 NSF max. per occupant
7. Public lounges are Group A-3, un-concentrated with 15 NSF max. per occupant
8. The large conference room is Group A-3, un-concentrated with 15 NSF max. per occupant
9. Laundries are incidental accessory occupancies with 15 NSF max. per occupant
10. Staff apartments are Group R-2 with 200 GSF max. per occupant
11. Staff offices are Group B occupancy with 100 GSF max. per occupant
12. The C-Store is Group M with 30 NSF max. per occupant
13. Storage areas and mechanical rooms are accessory occupancies with 300 GSF max. per occupant
Occupant count per room
Number of people and direction of travel
Exit enclosure (stair) or exit discharge at grade
Exit Sign (directional arrows as appilcable)
Fire extinguisher cabinet
Occupancy group A-3, unconcentrated
Occupancy group A-3, concentrated
Occupancy group B
Occupancy group R-2
Mechanical accessory occupancy
Travel Distance = X ft
1. Single doors are 3'-0", typical. Exit capacity = 34 / 0.2 = 170 people
2. Double doors are 6'-0", typical. Exit capacity = 68 / 0.2 = 340 people
3. Stairways are 4'-0" wide between handrails. Exit capacity = 48 / 0.3 = 160 people
4. Stairways do not include an area of refuge (IBC 2009 1007.3, Exception 1)
5. Maximum travel distance = 250 feet (IBC 2009 Table 1016.1, R Occupancy withsprinkler system)
6. Maximum dead-end corridor length = 50 feet (IBC 2009 1018.4 exception 2)
7. Elevators are not part of the accessible means of egress (IBC 2009 1007.2.1)
Fire Separations - Walls Fire Rated Walls Legend
Fire Separations - Floors/Ceilings
Occupancy Group and Count (IBC 2009 Table 1004.1.1)
Occupancy Legend Egress Legend
Means of Egress
##
FEC
17010 NUMBER OF
OCCUPANTS EXITING
EGRESS CAPACITY STAT
E
OF SOUTH CAROLINA
AD RCHIT
ECT
ERETSIG
RE
QUACKENBUSHARCHITECTS +PLANNERS LLC
Columbia, SCNo. 100028 S
SHEET NO.
TITLE
CORPORATE SEAL
A/E SEAL
PROJECT TITLE
SHEET INFORMATION
Date
Project No.
Scale
Drawn By
Checked By
NO REVISION DATE
Conditions of Use: This drawing and the design thereon are theproperty of Quackenbush Architects + Planners. Thereproduction, copying, or use of this drawing without the writtenconsent of Quackenbush Architects + Planners is prohibited andany infringement will be subject to legal action.
T: 803.771.2999F: 803.771.2858
REVISIONS
State Project No.
1217 Hampton StreetColumbia, SC 29201
T: 828.633.002842 Gaston Mountain RoadAshville, NC 28806
H17-9592-MJ-B
C:\U
sers\
John
Bed
ell\D
ocum
ents\
1210
0_W
S CC
U Bu
ilding
1_Q_
John
Bed
ell.rv
t
1/16" = 1'-0"
10/27
/2013
11:51
:14 P
M
LS1.13
BUILDING 1 -THIRD FLOORLIFE SAFETYPLAN
12131.00
JCB
BLH
10/28/13
COASTALCAROLINAUNIVERSITY
NEWSTUDENTHOUSINGCONST.(ELVINGTONPROPERTY)
PHASE 1 BUILDINGSBID SET
CONWAY, SOUTH CAROLINA
SCALE: 1/16" = 1'-0"LS1.131 BUILDING 1 - THIRD FLOOR LIFE SAFETY PLAN
MECH
MECH
STAIR
STAIR
4
3
3
4
2
MECH
1
1-HR RATING AT STAIRSHAFTS CONT. TO DECK
1-HR RATING ATMECHANICAL ROOMS
1-HR CAP ATMECHANICAL SHAFTS MECHANICAL ROOM S-2
OCCUPANCY1P/300 GSF. TOTAL SQ FT= 976
MECHANICAL ROOM S-2OCCUPANCY1P/300 GSF. TOTAL SQ FT= 1129
MECHANICAL ROOM S-2OCCUPANCY1P/300 GSF. TOTAL SQ FT= 692.
1-HR RATING AT STAIRSHAFTS CONT. TODECK
1-HR CAP ATMECHANICALSHAFTS
1-HR CAP AT MECHANICALSHAFTS, TYPICAL
1-HR RATING ATMECHANICAL ROOMS
1-HR RATING ATMECHANICAL ROOMS
2002
2004
2004
1-HR RATING AT STAIR. SHAFTSCONT. TO DECK
NO RATING REQUIRED ATELEV. CONTROLLER ROOM(IBC SECTION 3006.4EXCEPTION 2)
FE-B
FE-B
FE-B
NO RATING REQUIRED ATELEV. CONTROLLER ROOM(IBC SECTION 3006.4EXCEPTION 2)
1-HR RATING AT STAIR SHAFTSCONT. TO DECK
1702
1
1
STAIR
ELEV1-HR CAP AT ELEVATORHOISTWAYS, TYPICAL
2
1-HR CAP ANDKNEEWALL ATELEVATOR HOISTWAY,TYPICAL
STAIR
3
4
PATH OF EGRESS ATMECHANICAL ATTIC LEVEL =44" PROVIDED.PATH OF EGRESS AT
MECHANICAL ATTIC LEVEL =44" PROVIDED.
4
PATH OF EGRESS ATMECHANICAL ATTIC LEVEL =44" PROVIDED.
PATH OF EGRESS ATMECHANICAL ATTIC LEVEL =44" PROVIDED.
PATH OF EGRESS ATMECHANICAL ATTIC LEVEL =44" PROVIDED.
GWB KNEEWALL (ONE LAYEROF GWB 4'-0" HIGH) ON PATHOF EGRESS SIDE ONLY
GWB KNEEWALL (ONE LAYEROF GWB 4'-0" HIGH) ON PATHOF EGRESS SIDE ONLY
GWB KNEEWALL (ONE LAYEROF GWB 4'-0" HIGH) ON PATHOF EGRESS SIDE ONLY
GWB KNEEWALL (ONE LAYEROF GWB 4'-0" HIGH) ON PATHOF EGRESS SIDE ONLY
GWB KNEEWALL (ONE LAYEROF GWB 4'-0" HIGH) ON PATHOF EGRESS SIDE ONLY
1. 1/2 - hour rating between sleeping units andcontiguous accessory occupancies
2. 1/2 - hour rating at corridors
3. 1 - hour rating at stair and elevator shafts
4. 1 - hour rating at mechanical shafts
5. Smoke separation to prevent passage of smokeat laundry rooms (> 100 SF)
6. Glazing in rated walls shall be fire rated as perpartition requirement.
1-HR rated walls
1/2-HR rated walls
Smoke Separation
1. 1/2 - hour rating between sleeping units
2. 1 - hour rating between occupancies
1. Residential wings are Group R-2 occupancy
2. Max. occupant count for double bedrooms = 2. Max. occupant count for single bedrooms = 1. Notemaximum 10 person occupant load at sleeping unit suite with one exit.
3. Studies and lounges in residential wings are accessory occupancies with 15 NSF max. per occupant
4. Attic mechanical rooms are incidental accessory occupancies with 300 GSF max. per occupant
5. 1st Floor community wings are non-separated mixed occupancies (Groups A-3, B, & M)
6. Multi-purpose rooms are Group A-3, concentrated with 7 NSF max. per occupant
7. Public lounges are Group A-3, un-concentrated with 15 NSF max. per occupant
8. The large conference room is Group A-3, un-concentrated with 15 NSF max. per occupant
9. Laundries are incidental accessory occupancies with 15 NSF max. per occupant
10. Staff apartments are Group R-2 with 200 GSF max. per occupant
11. Staff offices are Group B occupancy with 100 GSF max. per occupant
12. The C-Store is Group M with 30 NSF max. per occupant
13. Storage areas and mechanical rooms are accessory occupancies with 300 GSF max. per occupant
Occupant count per room
Number of people and direction of travel
Exit enclosure (stair) or exit discharge at grade
Exit Sign (directional arrows as appilcable)
Fire extinguisher cabinet
Occupancy group A-3, unconcentrated
Occupancy group A-3, concentrated
Occupancy group B
Occupancy group R-2
Mechanical accessory occupancy
Travel Distance = X ft
1. Single doors are 3'-0", typical. Exit capacity = 34 / 0.2 = 170 people
2. Double doors are 6'-0", typical. Exit capacity = 68 / 0.2 = 340 people
3. Stairways are 4'-0" wide between handrails. Exit capacity = 48 / 0.3 = 160 people
4. Stairways do not include an area of refuge (IBC 2009 1007.3, Exception 1)
5. Maximum travel distance = 250 feet (IBC 2009 Table 1016.1, R Occupancy withsprinkler system)
6. Maximum dead-end corridor length = 50 feet (IBC 2009 1018.4 exception 2)
7. Elevators are not part of the accessible means of egress (IBC 2009 1007.2.1)
Fire Separations - Walls Fire Rated Walls Legend
Fire Separations - Floors/Ceilings
Occupancy Group and Count (IBC 2009 Table 1004.1.1)
Occupancy Legend Egress Legend
Means of Egress
##
FEC
17010 NUMBER OF
OCCUPANTS EXITING
EGRESS CAPACITY
General Life Safety Notes
Bedroom Counts - Doubles
Bedroom Counts - Singles
Accessible Sleeping Units
1. Buildings are 3 stories
2. Buildings are fully sprinklered
3. Elevators are sized to fit a stretcher.
Floor 1 39Floor 2 59Floor 3 59TOTAL 157*
*Note: Building has 16 accessible double bedrooms
Floor 1 2Floor 2 3Floor 3 3TOTAL 8*
*Note: Building has 2 accessible single bedrooms
1. 8 Accessible double units are required per building (IBC 2009 Table 1107.6.1.1)
2. 16 Accessible double units are provided per building. 2 roll-in showers provided per building.
3. 1 Accessible single unit is required per building (IBC 2009 Table 1107.6.1.1)
4. 2 Accessible single units are provided per building. 2 roll-in showers provided per building.
5. All unit bathrooms have at least 1 accessible lavatory, water closet, and shower.
6. All staff apartments meet clear floor area requirements for accessibility.
7. Non-accessible units are Type-B per ICC A117.1-2009
Applicable Codes1. FOR APPLICABLE CODES FOR BUILDING 1 SEE SHEET LS1.10
STAT
E
OF SOUTH CAROLINA
AD RCHIT
ECT
ERETSIG
RE
QUACKENBUSHARCHITECTS +PLANNERS LLC
Columbia, SCNo. 100028 S
SHEET NO.
TITLE
CORPORATE SEAL
A/E SEAL
PROJECT TITLE
SHEET INFORMATION
Date
Project No.
Scale
Drawn By
Checked By
NO REVISION DATE
Conditions of Use: This drawing and the design thereon are theproperty of Quackenbush Architects + Planners. Thereproduction, copying, or use of this drawing without the writtenconsent of Quackenbush Architects + Planners is prohibited andany infringement will be subject to legal action.
T: 803.771.2999F: 803.771.2858
REVISIONS
State Project No.
1217 Hampton StreetColumbia, SC 29201
T: 828.633.002842 Gaston Mountain RoadAshville, NC 28806
H17-9592-MJ-B
C:\U
sers\
John
Bed
ell\D
ocum
ents\
1210
0_W
S CC
U Bu
ilding
1_Q_
John
Bed
ell.rv
t
1/16" = 1'-0"
10/27
/2013
11:51
:26 P
M
LS1.14
BUILDING 1 -ATTIC LIFESAFETY PLAN
12131.00
JCB
BLH
10/28/13
COASTALCAROLINAUNIVERSITY
NEWSTUDENTHOUSINGCONST.(ELVINGTONPROPERTY)
PHASE 1 BUILDINGSBID SET
CONWAY, SOUTH CAROLINA
SCALE: 1/16" = 1'-0"LS1.141 BUILDING 1 - ATTIC LIFE SAFETY PLAN
MINIMUM NUMBER OF PLUMBING FIXTURES REQUIRED/PROVIDED (PER IPC SECT 403 & TABLE 403.1)
TABLE 5-10 PLUMBING INFORMATION CONT'D
MALE - REQUIRED
WATER CLOSETS
DRINKING FOUNTAINS (1 PER 500)
FEMALE -REQUIRED
2.57
1.61
-
4.95
1.61
-
LAVATORIES
URINALS
OTHER FIXTURES REQUIRED
SERVICE SINK
ASSEMBLY A-3 OCCUPANCY - 643 OCCUPANT LOAD- 321 MALE, 322 FEMALE
1.29
-
1
MALE/ FEMALE -REQUIRED
WATER CLOSETS
DRINKING FOUNTAINS (1 PER 100)
33
33
-
LAVATORIES
URINALS (419.2 - 67% MAX)
OTHER FIXTURES REQUIRED
BATHTUBS OR SHOWERS (1 PER 8)
SERVICE SINK
GROUP R-2 OCCUPANCY - 328 OCCUPANT LOAD - 164 MALE, 164 FEMALE
FIXTURES: 1 PER 10 MALE AND FEMALE, LAVS: 1 PER 10 MALE AND FEMALE
3.28
41
1
MALE - REQUIRED
WATER CLOSETS
DRINKING FOUNTAINS (1 PER 100)
FEMALE -REQUIRED
0.88
0.55
-
0.92
0.58
-
LAVATORIES
URINALS
OTHER FIXTURES REQUIRED
SERVICE SINK
GROUP B OCCUPANCY - 45 OCCUPANT LOAD - 22 MALE, 23 FEMALE
FIXTURES: 1 PER 25 MALE, 1 PER 25 FEMALE, LAVS: 1 PER 40 MALE, 1 PER 40 FEMALE
.89
1
OCCUPANCY CATEGORY(IES)
LIVE LOADS
FLOOR LIVE LOAD
ROOF LIVE LOADGROUND SNOW LOAD
IBC TABLE 1604.5
OFFICES = 50CORRIDORS ON FIRST FLOOR = 100
CORRIDORS ABOVE FIRST FLOOR: SAME ASOCCUPANCY SERVEDPRIVATE ROOMS = 40
STAIRS = 100
2010.0
ASCE TABLE 4-1LIST THE F11 FOR EACH OCCUPANCY
ASCE FIGURE 7-1
III
PSFPSFPSFPSFPSFPSF
PSFPSF
WIND LOADS
ANALYSIS PROCEDUREBASIC WIND SPEEDWIND EXPOSURE CATEGORYWIND IMPORTANCE FACTORINTERNAL PRESSURE COEFFICIENTEXTERNAL PRESSURE COEFFICIENT
Method 23-second gust = 130
CIw = 1.0
GCpi = +/-0.18GCp = +0.8, -0.5
ASCE 7ASCE FIG 6-1ASCE SECTION 6.5.6ASCE TABLE 6.1ASCE 7ASCE 7
MPH
SEISMIC IMPORTANCE FACTORSITE CLASSSPECTRAL RESPONSE ACCELERATIONSSPECTRAL RESPONSE COEFFICIENTSSEISMIC DESIGN CATEGORYBASIC SEISMIC FORCE RESISTING SYSTEMDESIGN BASE SHEAR:BUILDING 2, WINGS A & CBUILDING 2, WING BSEISMIC RESPONSE COEFFICIENT(S)RESPONSE MODIFICATION FACTOR(S)ANALYSIS PROCEDURE
I = 1.0D
Ss = 0.48 and S1 = 0.14SDS = 0.45 and SD1 = 0.20
DREINFORCED MASONRY SHEARWALLS
375 KIPS484 KIPSCs = .09
R = 5EQUIVALENT FORCE METHOD
ASCE TABLE 11.5-1ASCE CHAPTER 20ASCE FIGURE 22-1 & 22-2ASCE SECTION 11.4.4ASCE TABLE 11.6-1 & 11.6-2ASCE TABLE 12.2-1ASCE SECTION 12.8
ASCE SECTION 12.8.1.1ASCE TABLE 12.2-1
SEISMIC LOADS
ARCHITECTURAL-MECHANICAL ETC. LOADS
SPECIAL LOADS
Provide as applicable: architectural items,mechanical, plumbing, etc. per ASCE 7
Provide as applicable: abnormal items, movingloads, impact, hoisting etc. per ASCE 7
TABLE 5-9 STRUCTURAL DESIGN INFORMATION (PER IBC CHAPTER 16)
WATER SYSTEM
SERVICE LINE SIZE
TABLE 5-10 PLUMBING INFORMATION
PEAK
TOTAL DEMAND
SANITARY SEWER SYSTEM
LOADING
SERVICE LINE SIZE
SLOPE
AIR COMFORT SYSTEMS
OVERALL THERMAL TRANSFER VALUE (OTTV):
TABLE 5-12 MECHANICAL INFORMATION
BUILDING HEATING LOAD
BUILDING COOLING LOAD
OTHER LOADING FEATURES
GLASS U FACTOR: _____________
INSULATION VALUE MEMBRANE ROOF: _____________
OUTSIDE AIR MINIMUM WHILE OCCUPIED
MECHANICAL SYSTEMS, SERVICE SYSTEMS & EQUIPMENT:PRIMARY SYSTEM CONSISTS OF 4-PIPE FAN COIL UNITS AND A DEDICATED OUTDOOR AIR HANDLING UNIT.SECONDARY SYSTEM CONSISTS OF CHILLED WATER VARIABLE AIR VOLUME (VAV) AIR HANDLING UNITS SERVING VAVTERMINAL UNITS WITH HOT WATER HEATING COILS.
WINDOW TO WALL RATIO: _____________
BRICK & STUD EXTERIOR WALL: _____________
SERVICE TRANSFORMER
BY UTILITY CO. OR AGENCY
TABLE 5-13 ELECTRICAL INFORMATION BUILDING #2
ELECTRICAL SERVICE INFORMATION
SERVICE VOLTAGE/PHASE
SERVICE ENTRANCE CONDUCTORS SIZE
EMERGENCY SERVICE INFORMATION
ESTIMATED MAXIMUM DEMAND
TOTAL CONNECTED LOAD
AVAILABLE FAULT CURRENT IN SYMMETRICAL AMPERES
INTERRUPTING CAPACITY OF SERVICE OVERCURRENT DEVICE
GROUNDING ELECTRODE SYSTEM COMPONENTS (PER NEC 250)
EMERGENCY GENERATOR
EXIT/EMERGENCY LIGHTS BACKUP POWER
FIRE ALARM SYSTEM
LIGHTNING PROTECTION PROVIDED
COMMUNICATIONS COORDINATED
IF BY AGENCY:
A. INTERNATIONAL BUILDING CODE (IBC), 2009 EDITIONB. INTERNATIONAL EXISTING BUILDING CODE (IEBC), 2009 EDITIONC. INTERNATIONAL FIRE CODE (IFC), 2009 EDITIOND. INTERNATIONAL ENERGY CONSERVATION CODE (IECC), 2006 EDITIONE. INTERNATIONAL FUEL GAS CODE (IFGC), 2009 EDITIONF. INTERNATIONAL MECHANICAL CODE (IMC), 2009 EDITIONG. INTERNATIONAL PLUMBING CODE (IPC), 2009 EDITIONH. INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE (IPSDC), 2009 EDITIONI. INTERNATIONAL PROPERTY MAINTENANCE CODE (IPMC), 2009 EDITIONJ. INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS (IRC), 2009 EDITIONK. INTERNATIONAL WILDLAND - URBAN INTERFACE CODE (IUWIC), 2009 EDITIONL. NATIONAL ELECTRICAL CODE (NEC), NFPA 70, 2008 EDITIONM. NATIONAL ELECTRICAL SAFETY CODE, ANSI-C2-2007 EDITIONN. ICC/ANSI-A117.1-2003, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIESO. STATE FIRE MARSHAL RULES, REGULATIONS AND POLICIES, LATEST REVISIONP. SOUTH CAROLINA ELEVATOR CODE AND REGULATIONS AND ASME A17.1Q. STATE OF SC TELEPHONE EQUIPMENT ROOM AND COMMUNICATIONS/DATA SYSTEMS POLICIES AS FORMULATED BY
THE OFFICE OF INFORMATION RESOURCES (OIR) TELECOMMUNICATIONS
PROJECT DESIGNED IN ACCORDANCE WITH:
TABLE 5-4 BUILDING AREA BUILDING #2
SQUARE FOOTAGE (ASDESIGNED)
FLOOR ORLEVEL
FIRST FLR
WITHOUT INCREASE(IBC TABLE 503)
SQUARE FOOTAGE AS ALLOWED BY IBC
FRONTAGEINCREASE(IBC 506.2)
SPRINKLERINCREASE(IBC 506.3)
TOTAL ALLOWABLEAREA(IBC 506.1)
9,500 SF AT WING B 19,000 AT WING B 28,500 AT WING B
TOTAL FLOORAREA 172,500
TABLE 5-5 BUILDING HEIGHT
AS DESIGNED
IN STORIESIN FEET
WITHOUT ANY ALLOWABLEINCREASE (PER IBC TABLE 503)
ALLOWABLE HEIGHT INCREASE(PER IBC 504.2)
TOTAL HEIGHT INCLUDING ANYALLOWABLE INCREASE
AS ALLOWED BY IBC
IN STORIESIN FEET
TABLE 5-8 FIRE RESISTANCE RATING OF BUILDING ELEMENTS
BUILDING ELEMENT
STRUCTURAL FRAME INCLUDING COLUMNS, GIRDERS, ANDTRUSSES (PER IBC TABLE 601 & 704.10)
RATING ASDESIGNED (IN
HOURS)
RATING ASREQUIRED (IN
HOURS)
TESTING AGENCY&DESIGN NUMBER
(UL, FM, ETC.)
BEARING WALLS, EXTERIOR (PER IBC TABLE 601)
BEARING WALLS, INTERIOR (PER IBC TABLE 601)
NONBEARING WALLS & PARTITIONS, EXTERIOR (PER IBCSECTION 602)
FLOOR CONSTRUCTION, INCLUDING SUPPORTING BEAMS &JOISTS (PER IBC TABLE 601)
ROOF CONSTRUCTION, INCLUDING SUPPORTING BEAMS &JOISTS (PER IBC TABLE 601)
FIRE WALLS (PER IBC SECTION 706)
FIRE BARRIERS (PER IBC SECTION 707)
SHAFT ENCLOSURES (PER SECTION 708.4)
FIRE PARTITIONS (PER IBC SECTION 709)
TABLE 5-7 GENERAL FIRE PROTECTION REQUIREMENTS
ITEM YES NO CODE REFERENCE
SMOKE PARTITIONS REQUIRED
DRAFTSTOPPING REQUIRED
STANDPIPES REQUIRED
FIRE ALARM SYSTEM REQUIRED
TOTAL DESIGNAREA
20'
55
1
2
75' (60'-0" maximum BldgHeight- 504.2 if using NFPA
13R)3 (Four Stories Max -504.2 if
using NFPA 13R)
0 HRS 0 HRS N/A
0 HRS 0 HRS N/A
0 HRS 0 HRS N/A
0 HRS 0 HRS N/A
0 HRS 0 HRS N/A
0 HRS 0 HRS N/A
N/A N/A--
1HR - 3 STORIES --
1/2 HR1/2 HR see 709.3exceptions 1&2 --
DESIGNERWALL / PARTITION KEY
CODE
NONBEARING WALLS & PARTITIONS, INTERIOR (PER IBC TABLE601)
0 HRS 0 HRS N/A
N/A
N/A
N/A
N/A
--
--
--
OPENING & PROTECTIVE LISTING BY CATEGORY (FIRESHUTTERS, DOORS, ETC. PER IBC SECTION 715)
OTHERS AS REQUIRED BY DESIGNER: N/A
--
-- - -
1/3 HR 1/3 HR --
FIREBLOCKING REQUIRED . X PER IBC SECTION 717
SEPARATIONS
PER IBC SECTION 717
SMOKE CONTROL SYSTEM REQUIRED PER IBC SECTION 909
SMOKE BARRIERS REQUIRED PER IBC SECTIONS 407, 408
PER IBC SECTION 508.2.5.2
FIRE PARTITIONS REQUIRED
FIRE BARRIERS REQUIRED
PER IBC SECTIONS 420
PER IBC SECTION 707
. X
. X
. X
X
ALARM & DETECTION
PER IFC SECTION 907
EMERGENCY ALARM SYSTEM REQUIRED PER IFC SECTION 908
SUPPRESSION
PER IFC SECTION 905
SPRINKLERS REQUIRED PER IFC SECTION 903**
SPRINKLERS PROVIDED
PORTABLE EXTINGUISHERS REQUIRED PER IFC SECTION 906
OTHER SUPPRESSION SYSTEMS REQUIRED PER IFC SECTION 904
SMOKE & HEAT VENTS REQUIRED PER IFC SECTION 910
OTHER
X .
. X
X .
TABLE 5-3 BASIC BUILDING CODE INFORMATION
MIXED OCCUPANCY
SEPARATED
DOES BUILDING HAVE ACCESSORY OCCUPANCY(IES)? WHAT PERCENT OFSTORY IS ACCESSORY OCCUPANCY?
DOES BUILDING REQUIRE INCIDENTAL USE AREASEPARATION
NON SEPARATED
OTHER FIRE PROTECTION SYSTEMS, DEVICES OR FEATURES
. X
. X
. X
SF<10 %
YES NO
IBC 508
IBC 508.2.1
IBC 508.2.5
IBC 508.3
IBC 508.4IBC 506.5
X .
X
X
X
X
SECOND FLR
37,317 SF OVERALL
90,849 SF
3 STORIES47'-0" (AVG HEIGHT OFHIGHEST ROOF )
TABLE 5-6 BUILDING DESIGN OCCUPANT LOAD (PER IBC 1004)
FLOOR ORLEVEL
OCCUPANCY TYPE(FUNCTION OF SPACE)
OCCUPANCYFLOOR AREA(NSF OR GSF)
A B
MAX FLOOR AREAIN SF / OCCUPANT
(NSF OR GSF)
OCCUPANTS ON THISFLOOR FOR THIS
OCCUPANCY TYPEDESIGN
OCCUPANT LOAD
C D
FIRSTFLOOR
BUSINESS / ADMIN
SUBTOTAL DESIGN OCCUPANT LOAD FOR THIS FLOOR 596
MECHANICALATTIC 10SUBTOTAL DESIGN OCCUPANT LOAD FOR THIS FLOOR
ACCESSORY MECH EQUIP
TOTAL BUILDING DESIGN OCCUPANT LOAD
X .
X .
1 HR - 3 STORIES
N/A
N/A
N/A
16,000 32,000 48,000
IBC 414.1.3
TABLE 5-2 SOILS & SITE
MINIMUM DESIGN SOIL LATERAL LOAD
SOILS CLASSIFICATION
SITE CLASS (SEISMIC CLASS)CLASSES SOIL OF MATERIALS (UCS SYSTEM)ALLOWABLE FOOTING BEARING PRESSURE
SOILS INVESTIGATION
MINIMUM DESIGN SOIL BEARING LOAD
FOOTINGS
UNDISTURBED FOOTINGSCOMPACTED FILL MATERIAL
IBC 1803.2
YES NO
DSP,SP-SM & SM2000
IBC 1613.5.2IBC 1803.5.1
IBC TABLE 1806.2
COMPACTION
SUBGRADEBASEOTHER
X IBC TABLE 1804.5
IBC TABLE 1610.1
ELEVATIONS
ELEVATION OF WATER TABLEELEVATION OF LOWEST FOOTINGELEVATION OF LOWEST FLOOR OR BASEMENT
1 - 4 FT MSL39'-6" MSL42'-6" MSL
98 PERCENT 100 PERCENT 95 PERCENT
ASTM D2922, ASTM D1557, AASHTO T-180AASHTO T-180AASHTO T-180
2000 PSF
CONSTRUCTION CLASSIFICATION TYPE IIB IBC 602
1064
26,766 SF
N/A N/A -- --
FIXTURES: 1 PER 125 MALE, 1 PER 65 FEMALE, LAVS: 1 PER 200 MALE, 1 PER 200 FEMALE
-
-
X
--3/4 HRS 3/4 HRS --
TABLE 5-1 FLOOD HAZARD INFORMATION AND FLOOR LOADSFLOOD HAZARD AREA
BASE FLOOD ELEVATIONDESIGN FLOOD ELEVATION
PROPERTY IN FLOOD ZONE "X"PER F.I.R.M. 45051C00517HDATED 08-23099NGVD OR FIRMIBC 1612.3 AND ASCE 24
NON HIGH-VELOCITY WAVE ACTION
ELEVATION OF LOWEST PROPOSED FLOORDRY FLOODPROOFING
PER ASCE 24
MEET ASCE 24 SECTION 2.6.2.1
________________
MSLMSL
N/AN/A
________ MSL+42.5 NO YES
HIGH-VELOCITY WAVE ACTION
ELEVATION OF BOTTOM OF LOWEST HORIZONTAL STRUCTURALMEMBER OF LOWEST FLOOR
FLOTATION RESISTANTBREAKAWAY WALL
+38.5 NO YES NO YES
MSL
PSF
N/A
OCCUPANCY GROUP (INDICATE MOST RESTRICTIVE) @ BUILDING 2 WING BONLY IBC 503
ASSEMBLY A-3 UNCONCENTRATED(TABLES AND CHAIRS)
MERCANTILE
ACCESSORY MECH EQUIP
.
X .
MALE - REQUIRED
WATER CLOSETS
DRINKING FOUNTAINS (1 PER 1000)
FEMALE -REQUIRED
0.03
0.02
-
0.03
0.02
-
LAVATORIES
URINALS
OTHER FIXTURES REQUIRED
SERVICE SINK
GROUP M OCCUPANCY - 33 OCCUPANT LOAD - 16 MALE, 17 FEMALE
FIXTURES: 1 PER 500 MALE, 1 PER 500 FEMALE, LAVS: 1 PER 750 MALE, 1 PER 750 FEMALE
0.03
-
1
MALE - REQUIRED MALE - PROVIDED FEMALE -REQUIRED
FEMALE -PROVIDED
34
55
20
18.79
22.52
18.83
35
55
MALE - REQUIRED
WATER CLOSETS
DRINKING FOUNTAINS (1 PER 1000)
FEMALE -REQUIRED
.11
.11
-
.12
.12
-
LAVATORIES
URINALS
OTHER FIXTURES REQUIRED
SERVICE SINK
GROUP S OCCUPANCY - 23 OCCUPANT LOAD - 11 MALE, 12 FEMALE
FIXTURES: 1 PER 100 MALE, 1 PER 100 FEMALE, LAVS: 1 PER 100 MALE, 1 PER 100 FEMALE
.023
1
DRINKING FOUNTAINS
OTHER FIXTURES REQUIRED PROVIDED
SERVICE SINK
5.51
-
5
UNISEX TOILET
WATER CLOSETS
LAVATORIES
URINALS
7
1
FAMILY OR ASSISTED TOILET (2902.1.2, 1109.2.1) **
FAMILY OR ASSISTED TOILET (2902.1.2, 1109.2.1) **
- -
8
3
SHOWERS/ TUBS
X
XX
X
0.60
20.83 R-VALUE
BY UTILITY COMPANY
208/120V/ 3-PHASE
4#500 AWG (8 SETS)
886 KVA
762 KVA
50,000 A
3,000 A
GROUND LOOP, UPPER GROUND, GROUNDED COLDWATER PIPE, SUPPLEMENTAL GROUNDING RODS,LIGHTNING PROTECTION
175 KW 208/120V/3-PHASE NATURAL GAS FUEL NO YESX
INTEGRAL BATTERY GENERATORX
X MANUAL AUTOMATIC ADDRESSABLEX CLASS A CLASS BX
NO YESX
NOT REQUIREDX YES
ASSEMBLY A-3 @ 2 STORIES/ 9500 SQ FT PER STORY
5019683 82*
15 NET4770 339
1004482 45
301000 33
3003258 11
3002996 10
THIRD FLR 26,766 SF 16,000 - 32,000 48,000
X
BUILDING 2
4"
259 GPM
1413 WFUs
653 DFUs
6"
1/4" / FOOT MINIMUM
0.29
11.7 R-VALUE
BUILDING 2
BUILDING 2
1.82
530 SF/ TON
9 BTU/ HR/ SF
1 HRS 1 HRS
BUILDING 2 OCCUPANCY GROUP (INDICATE ALL) (NOTE IBC 506.5) NON-SEPARATED MIX USERESIDENTIAL (DORMITORIES) R-2ASSEMBLY GROUP A-3 (Multi-Purpose Room/ Lounges)BUSINESS GROUP BMERCANTILE GROUP M
BUILDING 2 CODE ANALYSIS
X
SEE GEOTECH REPORT FOR WATERTABLE LEVEL
SECONDFLOOR
229SUBTOTAL DESIGN OCCUPANT LOAD FOR THIS FLOOR
ASSEMBLY A-3 (ACCESSORY TO R-2)
LOUNGE ROOMS(UNCONCENTRATED)
ACCESSORY ELECTRICAL/DATA/ CUSTODIAL ROOMS
15 NET1584 105
5023422 123*
300165 1
THIRD FLOOR
229SUBTOTAL DESIGN OCCUPANT LOAD FOR THIS FLOOR
ASSEMBLY A-3 (ACCESSORY TO R-2)
LOUNGE ROOMS(UNCONCENTRATED) 15 NET1584 105
5023422 123*
300165 1
RESIDENTIAL (DORMITORIES) R-2*MAX OCCUPANT LOAD OF 10 FORSLEEPING UNITS SUITE WITH ONE EXIT
ASSEMBLY A-3 (ACCESSORY TO R-2)
LOUNGE ROOMS(UNCONCENTRATED) 15 NET1050 70
18,879 SF AT WING B16,000 SF AT WING A /C 32,000 AT WING A/C 48,000 AT WING A/C
41 76
RESIDENTIAL (DORMITORIES) R-2*MAX OCCUPANT LOAD OF 10 FORSLEEPING UNITS SUITE WITH ONE EXIT
RESIDENTIAL (DORMITORIES) R-2*MAX OCCUPANT LOAD OF 10 FORSLEEPING UNITS SUITE WITH ONE EXIT
RESIDENTIAL (DWELLING UNITS) R-2 200 163074
13,200 CFM 1064 total design occupantload- see Table 5-6
ACCESSORY ELECTRICAL/DATA/ CUSTODIAL ROOMS
STAT
E
OF SOUTH CAROLINA
AD RCHIT
ECT
ERETSIG
RE
QUACKENBUSHARCHITECTS +PLANNERS LLC
Columbia, SCNo. 100028 S
SHEET NO.
TITLE
CORPORATE SEAL
A/E SEAL
PROJECT TITLE
SHEET INFORMATION
Date
Project No.
Scale
Drawn By
Checked By
NO REVISION DATE
Conditions of Use: This drawing and the design thereon are theproperty of Quackenbush Architects + Planners. Thereproduction, copying, or use of this drawing without the writtenconsent of Quackenbush Architects + Planners is prohibited andany infringement will be subject to legal action.
T: 803.771.2999F: 803.771.2858
REVISIONS
State Project No.
1217 Hampton StreetColumbia, SC 29201
T: 828.633.002842 Gaston Mountain RoadAshville, NC 28806
H17-9592-MJ-B
C:\U
sers\
John
Bed
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ocum
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1210
0_W
S CC
U Bu
ilding
1_Q_
John
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12" = 1'-0"
10/27
/2013
11:51
:37 P
M
LS1.20
BUILDING 2 -CODEANALYSIS
12131.00
JCB
BLH
10/28/13
COASTALCAROLINAUNIVERSITY
NEWSTUDENTHOUSINGCONST.(ELVINGTONPROPERTY)
PHASE 1 BUILDINGSBID SET
CONWAY, SOUTH CAROLINA
DN
BATH
DOUBLE
DOUBLE
DOUBLE
BATH BATH
STAIR
LOUNGECUST
ELECLOUNGE
STAIR
CUSTELEC
DATA
RECYCLINGCUST
RA WORK
LG CONFERENCE
MECHLAUNDRY
C-STORE
LOUNGE
STUDYSTUDY
RECEPTION
ELEV
MECH
WOMEN'S R.R. MEN'S R.R.
UNISEX R.R.
STAIR
ELEC
PREFUNCTION
DOUBLE
DOUBLE DOUBLE
DOUBLE
DOUBLE
DOUBLEDOUBLE
DOUBLE
DOUBLE
DOUBLE
DOUBLE DOUBLE
DOUBLE
BATH
DOUBLE
DOUBLE
DOUBLE
DOUBLE
DOUBLE
DOUBLE DOUBLE
DOUBLE
DOUBLE
DOUBLE
DOUBLE DOUBLE
DOUBLE
DOUBLE
DOUBLE
DOUBLEDOUBLE
DOUBLE
BATH BATH
ACCDOUBLE
ACCSINGLE
33
GROUP A-3CONCENTRATED1P / 7 NSF. TOTAL SQ FT= 1431
GROUP A-3UNCONCENTRATED1P / 15 NSF. TOTALSQ FT= 1228.
MECH ACCESSORY OCC 1P/300 GSF.TOTAL SQ FT= 600.
APARTMENT GROUP R-21P/200 GSF. TOTAL SQ FT= 937.
GROUP B1P/100 GSF.TOTAL SQ FT= 3077
1-HR SEPARATIONBETWEEN R-2 AND OTHEROCCUPANCY GROUPS.1 HR FIRE RATEDGLAZING AT DEMISINGWALL
GROUP M1P/30 GSF.TOTAL SQFT= 999
DOUBLE
MPR
APARTMENT
APARTMENT
FIREPUMP
APAR
TMEN
T
OFFICESUITE
STOR.CATER.
APARTMENTGROUP R-21P/200 GSF.TOTAL SQ FT=1098
82
221
32
110
94
5 1
1
22 1
2
1
1
5
5
6
2
2
22
2
2
2
22
2
22
2
2
2
2
2
2 2
2
111
24
ACCDOUBLE
2
ACCDOUBLE
2
ACCSINGLE
12
2
2
2
2 2
22
2
2 2
2
2
2
2
22
2
11
24
1-HR SEPARATION BETWEENR-2 AND OTHEROCCUPANCY GROUPS. 1 HRFIRE RATED GLAZING ATDEMISING WALL
DEMISING PARTITIONS SHALL PREVENTPASSAGE OF SMOKE ONLY
3
5 2
51
16
16
70
47
1110
4
1
10
9
21
10
2
2
R-2 OCCUPANCY MIXED USE, NON-SEPARATED R-2 OCCUPANCY
TRAVEL DISTANCE = 100'FEC
FEC
FEC
FECFEC
RECYCL.
STOR.
311
1
2
1
7
2
1
STOR.
VENDING
OFFICEOFFICE
DEAD-ENDCORRIDOR = 25'
17038
17038
1701
3401
1703
1703
34025
17011
1703
17053
3408
17038340
3817038
17051
17051 340
138
3402
17038
34038
17010
1/2-HR RATINGAROUNDDWELLING UNIT
1/2-HR RATING AROUNDDWELLING UNITS, TYPICAL
1-HR RATING AT FIRE PUMP.RATING IS CONTINUOUS ATEXTERIOR PERIMETER
NOTE: 1-HR CONSTRUCTION SUPPORTINGHORIZONTAL SEPARATION ABOVE
FECFEC
DATA1-HR RATING AT STAIR
SHAFTS
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT= 360.
10 PERSON MAXIMUMOCCUPANCY FOR AREASERVED BY ONE EXIT,TYPICAL AT SLEEPINGUNIT SUITES
1/2-HR MIN. FIRE RESISTANCE ATCORRIDOR. 1/2 HR FIRE RATED GLAZINGAT STUDY AND LOUNGE DEMISING WALLS,TYPICAL.
1/2-HR MIN. FIRE PARTITION BETWEENSLEEPING UNITS AND CONTIGUOUS ACESSORYOCCUPANCIES
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT= 168.
1-HR RATING ATMECH SHAFTS
APARTMENT GROUP R-21P/200 GSF. TOTAL SQ FT= 1039.
1-HR RATING AT ELEVATOR HOISTWAY. CONTINUERATING AT EXTERIOR PERIMETER FOR SEPARATIONFROM ADJACENT NON-PROTECTED WINDOW
1-HR RATING ATMECH SHAFTS
1-HR RATING AT STAIRSHAFTS
1/2-HR MIN. FIRE PARTITION BETWEEN SLEEPINGUNITS AND CONTIGUOUS ACESSORYOCCUPANCIES
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT= 360.
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT= 168.
10 PERSON MAXIMUMOCCUPANCY FOR AREASERVED BY ONE EXIT,TYPICAL AT SLEEPINGUNIT SUITES
10 PERSON MAXIMUMOCCUPANCY FOR AREASERVED BY ONE EXIT,TYPICAL AT SLEEPINGUNIT SUITES
1/2-HR MIN. FIRE RESISTANCE ATCORRIDOR. 1/2 HR FIRE RATEDGLAZING AT STUDY AND LOUNGEDEMISING WALLS, TYPICAL.
38
ACCDOUBLE
ACCDOUBLE
12 57 5 1115 10
18
6
5
51
17070
17062
16
17017
68
138
6 5
46
62
TRAVEL DISTANCE = 115'
22
DEMISING PARTITIONS SHALL PREVENTPASSAGE OF SMOKE ONLY
ACCDOUBLE
2
ACCDOUBLE
2
SINGLE
12
2
2
2
2 2
22
2
2 2
2
2
2
2
22
2
11
24
DOUBLE
DOUBLE
BATHDOUBLE
DOUBLE
DOUBLE
DOUBLE DOUBLE
DOUBLE
BATH
CUSTLOUNGE
STUDY
DOUBLE
DOUBLE DOUBLE
DOUBLE
DOUBLE
STAIR
BATH
ELEC
DATA
BATHSTAIR
ELEV
DOUBLEDOUBLE
DOUBLE
BATH
BATHSTUDY
LOUNGE
DOUBLE
DOUBLEDOUBLE
DOUBLE
DOUBLEBATH
ELEC
DATA
BATH
DOUBLE
DOUBLEDOUBLE
DOUBLE
DOUBLE
DOUBLE DOUBLE
DOUBLE
BATH
ELEC LOUNGE
STUDY
DOUBLE
DOUBLE DOUBLE
DOUBLE
DOUBLEBATH
CUST
BATHDOUBLE
DOUBLE
DOUBLE
DATA
BATH
DOUBLE
DOUBLEDOUBLE
DOUBLE
DOUBLE
STAIR
DOUBLE
ACCDOUBLE
ACCDOUBLE
SINGLE
DOUBLE
2
2
22
2
2
2
22
2
22
2
2
2
2
2
2 2
2
111
24
ACCSINGLE
1
2
2
22
2
2
2
22
2
22
2
2
2
2
2
2 2
2
11
24
TRAVEL DISTANCE = 203' 3876 38
R.R.
TRAVEL DISTANCE = 100'
170114
34076
34038
DOUBLE
DOUBLE
DOUBLE
FECFEC
FEC FEC FEC
DOUBLE
DOUBLE
DOUBLEDOUBLE
DOUBLE
ACCDOUBLE
ACCDOUBLE
ACCDOUBLE
ACCDOUBLE
1-HR RATING ATELEVATOR HOISTWAY.CONTINUE RATING ATEXTERIOR PERIMETERFOR SEPARATION FROMADJACENT NON-PROTECTED WINDOW
1-HR RATING ATMECH SHAFTS
1-HR RATING AT STAIRSHAFTS
1/2-HR MIN. FIRE PARTITION BETWEEN SLEEPINGUNITS AND CONTIGUOUS ACESSORYOCCUPANCIES
1-HR RATING AT STAIRSHAFTS
1/2-HR MIN. FIRE RESISTANCE AT CORRIDOR. 1/2 HOURFIRE RATED GLAZING AT STUDY AND LOUNGE DEMISINGWALLS.
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT= 360.
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT= 168.
10 PERSON MAXIMUMOCCUPANCY FOR AREASERVED BY ONE EXIT,TYPICAL AT SLEEPINGUNIT SUITES
10 PERSON MAXIMUMOCCUPANCY FOR AREASERVED BY ONE EXIT,TYPICAL AT SLEEPINGUNIT SUITES
1/2-HR MIN. FIRE PARTITION BETWEENSLEEPING UNITS AND CONTIGUOUS ACESSORYOCCUPANCIES
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT= 168.1-HR RATING AT
MECH SHAFTS10 PERSON MAXIMUMOCCUPANCY FOR AREASERVED BY ONE EXIT,TYPICAL AT SLEEPINGUNIT SUITES
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT= 360.
10 PERSON MAXIMUMOCCUPANCY FOR AREASERVED BY ONE EXIT,TYPICAL AT SLEEPINGUNIT SUITES
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT= 360.
10 PERSON MAXIMUMOCCUPANCY FOR AREASERVED BY ONE EXIT,TYPICAL AT SLEEPINGUNIT SUITES
1/2-HR MIN. FIRE RESISTANCE AT CORRIDOR. 1/2 HOURFIRE RATED GLAZING AT STUDY AND LOUNGE DEMISINGWALLS.
1/2-HR MIN. FIRE RESISTANCE AT CORRIDOR. 1/2 HOURFIRE RATED GLAZING AT STUDY AND LOUNGE DEMISINGWALLS.
1/2-HR MIN. FIRE PARTITION BETWEENSLEEPING UNITS AND CONTIGUOUS ACESSORYOCCUPANCIES
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT= 168.
1-HR RATING AT STAIRSHAFT, EXTEND RATINGMINIMUM 10'-0" FROMADJACENT NON-PROTECTED WINDOW
1-HR RATING ATMECH SHAFTS
1-HR RATING ATEXTERIOR WALLPROVIDED FOR EXTENTSHOWN IN LIEU OFREQUIRED HORIZONTALSEPARATION BETWEENR-2 AND OCCUPANCIESBELOW.
1-HR RATING ATEXTERIOR WALLPROVIDED FOR EXTENTSHOWN IN LIEU OFREQUIRED HORIZONTALSEPARATION BETWEENR-2 AND OCCUPANCIESBELOW.
Applicable Codes
General Life Safety Notes
Bedroom Counts - Doubles
Bedroom Counts - Singles
Accessible Sleeping Units
1. FOR APPLICABLE CODES FOR BUILDING 2 SEE SHEET LS1.20
1. Buildings are 3 stories
2. Buildings are fully sprinklered
3. Elevators are sized to fit a stretcher.
Floor 1 40Floor 2 60Floor 3 60TOTAL 160*
*Note: Building has 16 accessible double bedrooms
Floor 1 2Floor 2 3Floor 3 3TOTAL 8*
*Note: Building has 2 accessible single bedrooms
1. 8 Accessible double units are required per building (IBC 2009 Table 1107.6.1.1)
2. 16 Accessible double units are provided per building. 2 roll-in showers provided per building.
3. 1 Accessible single unit is required per building (IBC 2009 Table 1107.6.1.1)
4. 2 Accessible single units are provided per building. 2 roll-in showers provided per building.
5. All unit bathrooms have at least 1 accessible lavatory, water closet, and shower.
6. All staff apartments meet clear floor area requirements for accessibility.
7. Non-accessible units are Type-B per ICC A117.1-2009
1. 1/2 - hour rating between sleeping units and contiguous accessory occupancies
2. 1/2 - hour rating at corridors
3. 1 - hour rating at stair and elevator shafts
4. 1 - hour rating at mechanical shafts
5. 1 - hour rating at fire pump room
6. Smoke separation to prevent passage of smokeat laundry rooms (> 100 SF)
7. Glazing in rated walls shall be rated as perpartition requirement.
1-HR rated walls
1/2-HR rated walls
Smoke partition
1. 1/2 - hour rating between sleeping units
2. 1 - hour rating between occupancies
1. Residential wings are Group R-2 occupancy
2. Max. occupant count for double bedrooms = 2. Max. occupant count for single bedrooms = 1. Note maximum 10 personoccupant load at sleeping unit suite with one exit.
3. Studies and lounges in residential wings are accessory occupancies with 15 NSF max. per occupant
4. Attic mechanical rooms are incidental accessory occupancies with 300 GSF max. per occupant
5. 1st Floor community wings are non-separated mixed occupancies (Groups A-3, B, & M)
6. Multi-purpose rooms are Group A-3, concentrated with 7 NSF max. per occupant
7. Public lounges are Group A-3, un-concentrated with 15 NSF max. per occupant
8. The large conference room is Group A-3, un-concentrated with 15 NSF max. per occupant
9. Laundries are incidental accessory occupancies with 15 NSF max. per occupant
10. Staff apartments are Group R-2 with 200 GSF max. per occupant
11. Staff offices are Group B occupancy with 100 GSF max. per occupant
12. The C-Store is Group M with 30 NSF max. per occupant
13. Storage areas and mechanical rooms are accessory occupancies with 300 GSF max. per occupant
Travel Distance = X ft
Fire Separations - Walls Fire Rated Walls Legend
Fire Separations - Floors/Ceilings
Occupancy Group and Count (IBC 2009 Table 1004.1.1)
Occupancy Legend Egress Legend
17010 Number of occupants exiting
Egress capacity = clearwidth / 0.2
Occupant count per room
Number of people and direction of travel
Exit enclosure (stair) or exit discharge at grade
Exit Sign (directional arrows as applicable)
Fire extinguisher cabinet
Occupancy group A-3, unconcentrated
Occupancy group A-3, concentrated
Occupancy group B
Occupancy group R-2
Mechanical accessory occupancy
1. Single doors are 3'-0", typical. Exit capacity = 34 / 0.2 = 170 people
2. Double doors are 6'-0", typical. Exit capacity = 68 / 0.2 = 340 people
3. Stairways are 4'-0" wide between handrails. Exit capacity = 48 / 0.3 = 160 people
4. Stairways do not include an area of refuge (IBC 2009 1007.3, Exception 1)
5. Maximum travel distance = 250 feet (IBC 2009 Table 1016.1, R Occupancy withsprinkler system)
6. Maximum dead-end corridor length = 50 feet (IBC 2009 1018.4 exception 2)
7. Elevators are not part of the accessible means of egress (IBC 2009 1007.2.1)
Means of Egress
##
FEC
Type of Sign Code Reference Comments
Code Required Signage
Electrical Control IFC 605.3.1 (O.F.O.I.) Post sign at doors into electrical control panel rooms.Sans-serif font, 1/2" height minimum, reading: ELECTRICAL ROOM
Elevator Emegency IBC 3002.3 ---Emergency Evacuation IBC 3008.2 (O.F.O.I.) See IFC Section 404Exits IBC 1011.1 See electrical drawingsFire Cabinets IBC 905.7.1 ---Fire Damper Access Panel IBC 716.4 Sans-serif font, 1/2" height minimum, reading:
FIRE/SMOKE DAMPER, SMOKE DAMPER or FIRE DAMPERFire Dept Connections IFC 912.4 Post metal sign on all fire department connections serving automatic
sprinklers, standpipes or fire pump connections.Raised letters, sans-serif font, 1" height minimum, reading:AUTOMATIC SPRINKLERS or STANDPIPES or TEST CONNECTION
Fire Doors IFC 703.2.1 (O.F.O.I.) Where required by the fire code official, post sign onor near fire doors. Sans-serif font, 1" height minimum, reading:FIRE DOOR--DO NOT BLOCK (at doors normally kept open)FIRE DOOR--KEEP CLOSED (at doors normally kept closed)
Fire Protection Equipment IFC 509.1 (O.F.O.I.) Post sign at rooms containing controls for air-conditioningsystems, sprinkler risers and valves, or other fire detection,
supression or control elements for fire department use.Durable material, sans-serif font, 1" height minimum
Live Loads IBC 106.1 (O.F.O.I.) Post sign in all areas designed for live loads > 50 psfNo Smoking IFC 310.3 (O.F.O.I.) Where required by the fire code official, post NO SMOKING
sign. Location, font, size and color to be approved by AHJOccupant Load IBC 1004.3 (O.F.O.I.) Post sign near exit in each assembly occupancy spaceWalls w/ Protected Openings IBC 703.6 At walls with protected openings or penetrations, provide sign or
stenciling in accessible concealed floor, floor-ceiling or attic spaces.Repeat at horizontal intervals < 30 ft along the wallSans-serif font, 1/2" height minimum, reading:FIRE AND/OR SMOKE BARRIER--PROTECT ALL OPENINGS
Restrooms IBC 2902.4 (O.F.O.I.) Signs shall comply with ANSI A117.1
STAT
E
OF SOUTH CAROLINA
AD RCHIT
ECT
ERETSIG
RE
QUACKENBUSHARCHITECTS +PLANNERS LLC
Columbia, SCNo. 100028 S
SHEET NO.
TITLE
CORPORATE SEAL
A/E SEAL
PROJECT TITLE
SHEET INFORMATION
Date
Project No.
Scale
Drawn By
Checked By
NO REVISION DATE
Conditions of Use: This drawing and the design thereon are theproperty of Quackenbush Architects + Planners. Thereproduction, copying, or use of this drawing without the writtenconsent of Quackenbush Architects + Planners is prohibited andany infringement will be subject to legal action.
T: 803.771.2999F: 803.771.2858
REVISIONS
State Project No.
1217 Hampton StreetColumbia, SC 29201
T: 828.633.002842 Gaston Mountain RoadAshville, NC 28806
H17-9592-MJ-B
C:\U
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John
Bed
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ocum
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1210
0_W
S CC
U Bu
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2_Q_
John
Bed
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t
1/16" = 1'-0"
10/27
/2013
11:53
:23 P
M
LS1.21
BUILDING 2 -FIRST &SECONDFLOOR LIFESAFETY PLAN
12131.00
JCB
BLH
10/28/13
COASTALCAROLINAUNIVERSITY
NEWSTUDENTHOUSINGCONST.(ELVINGTONPROPERTY)
PHASE 1 BUILDINGSBID SET
CONWAY, SOUTH CAROLINA
SCALE: 1/16" = 1'-0"LS1.211 BUILDING 2 - FIRST FLOOR LIFE SAFETY PLAN
SCALE: 1/16" = 1'-0"LS1.212 BUILDING 2 - SECOND FLOOR LIFE SAFETY PLAN
1-HR RATING ATELEVATOR HOISTWAY.CONTINUE RATING ATEXTERIOR PERIMETERFOR SEPARATION FROMADJACENT NON-PROTECTED WINDOW
ACCDOUBLE
2
ACCDOUBLE
2
SINGLE
12
2
2
2
2 2
22
2
2 2
2
2
2
2
22
2
11
24
DOUBLE
ACCDOUBLE
ACCDOUBLE
SINGLE
1-HR RATING ATMECH SHAFTS
1-HR RATING AT STAIRSHAFTS
DOUBLE
2
2
22
2
2
2
22
2
22
2
2
2
2
2
2 2
2
111
24
SINGLE
1
2
2
22
2
2
2
22
2
22
2
2
2
2
2
2 2
2
11
24
TRAVEL DISTANCE = 203' 3876 38
DOUBLE DOUBLE
DOUBLEDOUBLE
DOUBLEBATH
STUDY
DOUBLE
DOUBLE
DOUBLE
BATHDOUBLE
DOUBLE
DOUBLEDOUBLE
DOUBLEDOUBLE
LOUNGE
DOUBLE
DOUBLEBATH
ELEC
DATA
CUST
STAIR
DOUBLE DOUBLE
DOUBLE DOUBLE
DOUBLE BATH
DOUBLE
DOUBLE
DOUBLE DOUBLE
DOUBLE
BATH
ELEC
DATA
LOUNGEBATH
BATH
DOUBLEDOUBLE
DOUBLE
DOUBLE
DOUBLE
DOUBLE
BATH
BATH
DOUBLEDOUBLE
DOUBLE DOUBLE
LOUNGE
STUDY
BATH
DOUBLE
DOUBLE DOUBLE
DOUBLE
DOUBLEDOUBLE
DOUBLE
DOUBLE
DOUBLEDOUBLE
DOUBLE
BATH
DATA
ELECCUST
STAIR
STAIRELEV
STUDY
TRAVEL DISTANCE = 100'
170114
34076
34038
1/2-HR MIN. FIRE PARTITION BETWEEN SLEEPINGUNITS AND CONTIGUOUS ACESSORYOCCUPANCIES
1-HR RATING AT STAIRSHAFTS
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT= 360.
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT= 168.
FECFEC
FEC
FECFEC
BATH
R.R.
DOUBLE
DOUBLE
DOUBLE
10 PERSON MAXIMUMOCCUPANCY FOR AREASERVED BY ONE EXIT,TYPICAL AT SLEEPINGUNIT SUITES
10 PERSON MAXIMUMOCCUPANCY FOR AREASERVED BY ONE EXIT,TYPICAL AT SLEEPINGUNIT SUITES
ACCDOUBLE
ACCDOUBLE
1/2-HR MIN. FIRE PARTITION BETWEENSLEEPING UNITS AND CONTIGUOUS ACESSORYOCCUPANCIES
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT= 168.1-HR RATING AT
MECH SHAFTS10 PERSON MAXIMUMOCCUPANCY FOR AREASERVED BY ONE EXIT,TYPICAL AT SLEEPINGUNIT SUITES
ACCDOUBLE
ACCDOUBLE
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT= 360.
10 PERSON MAXIMUMOCCUPANCY FOR AREASERVED BY ONE EXIT,TYPICAL AT SLEEPINGUNIT SUITES
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT= 360.
10 PERSON MAXIMUMOCCUPANCY FOR AREASERVED BY ONE EXIT,TYPICAL AT SLEEPINGUNIT SUITES
1/2-HR MIN. FIRE PARTITION BETWEENSLEEPING UNITS AND CONTIGUOUS ACESSORYOCCUPANCIES
ACCESSORY GROUP A-3UNCONCENTRATED (<10%)1P / 15 NSF. TOTAL SQ FT= 168.
1-HR RATING AT STAIRSHAFT, EXTEND RATINGMINIMUM 10'-0" FROMADJACENT NON-PROTECTED WINDOW
1-HR RATING ATMECH SHAFTS1-HR RATING ATMECH SHAFTS1-HR RATING ATMECH SHAFTS
1/2-HR MIN. FIRE RESISTANCE AT CORRIDOR. 1/2 HOURFIRE RATED GLAZING AT STUDY AND LOUNGE DEMISINGWALLS.
1/2-HR MIN. FIRE RESISTANCE AT CORRIDOR. 1/2 HOURFIRE RATED GLAZING AT STUDY AND LOUNGE DEMISINGWALLS.
1/2-HR MIN. FIRE RESISTANCE AT CORRIDOR. 1/2 HOURFIRE RATED GLAZING AT STUDY AND LOUNGE DEMISINGWALLS.
1-HR CAP AND KNEEWALLAT ELEVATOR HOISTWAY,TYPICAL
1-HR RATING AT STAIRSHAFTSCONT. TO DECK
3
1-HR RATING AT STAIRSHAFTS CONT. TO DECK
MECH
STAIR
STAIR
MECHMECH
STAIR
33
1-HR RATING ATMECHANICAL ROOMS1-HR RATING AT
MECHANICAL ROOMS
1-HR CAP ATMECHANICAL SHAFTS
ELEV.CONTROLLER
11
3 33
1-HR WALLS ATMECHANICAL ROOMS
1-HR CAP ATMECHANICAL SHAFTS
2003
1704
2003
MECHANICAL ROOM S-2OCCUPANCY1P/300 GSF. TOTAL SQ FT= 974
MECHANICAL ROOM S-2OCCUPANCY1P/300 GSF. TOTAL SQ FT= 972
MECHANICAL ROOM S-2OCCUPANCY1P/300 GSF. TOTAL SQ FT=972
1-HR CAP ATMECHANICALSHAFTS
NO RATING REQUIRED AT ELEV.MACHINE ROOM(IBC SECTION 3006.4EXCEPTION 2)
FE-B
FE-B FE-B3 1
PATH OF EGRESS ATMECHANICAL ATTICLEVEL= 44" PROVIDED
1-HR RATING AT STAIRSHAFTS CONT. TO DECK
PATH OF EGRESS ATMECHANICAL ATTICLEVEL= 44" PROVIDED
GWB KNEEWALL (ONELAYER GWB 4'-0" HIGH)ON PATH OF EGRESSSIDE ONLY
GWB KNEEWALL (ONELAYER GWB 4'-0" HIGH)ON PATH OF EGRESSSIDE ONLY
GWB KNEEWALL (ONELAYER GWB 4'-0" HIGH)ON PATH OF EGRESSSIDE ONLY
1. 1/2 - hour rating between sleeping units and contiguous accessory occupancies
2. 1/2 - hour rating at corridors
3. 1 - hour rating at stair and elevator shafts
4. 1 - hour rating at mechanical shafts
5. 1 - hour rating at fire pump room
6. Smoke separation to prevent passage of smokeat laundry rooms (> 100 SF)
7. Glazing in rated walls shall be rated as perpartition requirement.
1-HR rated walls
1/2-HR rated walls
Smoke partition
1. 1/2 - hour rating between sleeping units
2. 1 - hour rating between occupancies
1. Residential wings are Group R-2 occupancy
2. Max. occupant count for double bedrooms = 2. Max. occupant count for single bedrooms = 1. Note maximum 10 personoccupant load at sleeping unit suite with one exit.
3. Studies and lounges in residential wings are accessory occupancies with 15 NSF max. per occupant
4. Attic mechanical rooms are incidental accessory occupancies with 300 GSF max. per occupant
5. 1st Floor community wings are non-separated mixed occupancies (Groups A-3, B, & M)
6. Multi-purpose rooms are Group A-3, concentrated with 7 NSF max. per occupant
7. Public lounges are Group A-3, un-concentrated with 15 NSF max. per occupant
8. The large conference room is Group A-3, un-concentrated with 15 NSF max. per occupant
9. Laundries are incidental accessory occupancies with 15 NSF max. per occupant
10. Staff apartments are Group R-2 with 200 GSF max. per occupant
11. Staff offices are Group B occupancy with 100 GSF max. per occupant
12. The C-Store is Group M with 30 NSF max. per occupant
13. Storage areas and mechanical rooms are accessory occupancies with 300 GSF max. per occupant
Travel Distance = X ft
Fire Separations - Walls Fire Rated Walls Legend
Fire Separations - Floors/Ceilings
Occupancy Group and Count (IBC 2009 Table 1004.1.1)
Occupancy Legend Egress Legend
17010 Number of occupants exiting
Egress capacity = clearwidth / 0.2
Occupant count per room
Number of people and direction of travel
Exit enclosure (stair) or exit discharge at grade
Exit Sign (directional arrows as applicable)
Fire extinguisher cabinet
Occupancy group A-3, unconcentrated
Occupancy group A-3, concentrated
Occupancy group B
Occupancy group R-2
Mechanical accessory occupancy
1. Single doors are 3'-0", typical. Exit capacity = 34 / 0.2 = 170 people
2. Double doors are 6'-0", typical. Exit capacity = 68 / 0.2 = 340 people
3. Stairways are 4'-0" wide between handrails. Exit capacity = 48 / 0.3 = 160 people
4. Stairways do not include an area of refuge (IBC 2009 1007.3, Exception 1)
5. Maximum travel distance = 250 feet (IBC 2009 Table 1016.1, R Occupancy withsprinkler system)
6. Maximum dead-end corridor length = 50 feet (IBC 2009 1018.4 exception 2)
7. Elevators are not part of the accessible means of egress (IBC 2009 1007.2.1)
Means of Egress
##
FEC
1/2-HR SEPARATION BETWEEN SLEEPINGUNITS BELOW REQUIRED, 1 HR (UL D902)PROVIDED
1-HR SEPARATION BETWEEN R-2 AND OTHER OCCUPANCIESBELOW (UL D902). THE SUPPORTING CONSTRUCTION SHALLBE 1-HR RATED.
1/2-HR SEPARATION BETWEEN SLEEPINGUNITS BELOW REQUIRED, 1 HR (UL D902)PROVIDED
1 HR VERTICAL SEPARATION PROVIDED AT THIS AREA,SEE SECOND FLOOR PLAN FOR EXTENT
1 HR VERTICAL SEPARATION PROVIDED AT THIS AREA,SEE SECOND FLOOR PLAN FOR EXTENT
EXTEND OUTWARDS 10'-0" MINIMUM FROM VERTICAL FACEOF BUILDING PERIMETER 1-HR SEPARATION BETWEEN R-2AND OTHER OCCUPANCIES BELOW (UL D902). PROVIDESSEPARATION FROM NON-PROTECTED WINDOWS AT SECONDFLOOR LEVEL
1/2-HR SEPARATION BETWEEN SLEEPINGUNITS BELOW REQUIRED, 1 HR (UL D902)PROVIDED.
1/2-HR SEPARATION BETWEEN SLEEPINGUNITS BELOW REQUIRED, 1 HR (UL D902)PROVIDED.
1/2-HR SEPARATION BETWEEN SLEEPINGUNITS BELOW REQUIRED, 1 HR (UL D902)PROVIDED.
1-HR SEPARATION BETWEEN S-2 AND R-2 OCCUPANCYBELOW REQUIRED, 1 HR (UL D902) PROVIDED. PROTECTIONOF SUPPORTING STRUCTURE NOT REQUIRED FORINCIDENTAL OCCUPANCY IN TYPE II CONSTRUCTIONPROVIDED RATING DOES NOT EXCEED 1 HOUR- IBC 712.4.
Applicable Codes
General Life Safety Notes
Bedroom Counts - Doubles
Bedroom Counts - Singles
Accessible Sleeping Units
1. FOR APPLICABLE CODES FOR BUILDING 2 SEE SHEET LS1.20
1. Buildings are 3 stories
2. Buildings are fully sprinklered
3. Elevators are sized to fit a stretcher.
Floor 1 40Floor 2 60Floor 3 60TOTAL 160*
*Note: Building has 16 accessible double bedrooms
Floor 1 2Floor 2 3Floor 3 3TOTAL 8*
*Note: Building has 2 accessible single bedrooms
1. 8 Accessible double units are required per building (IBC 2009 Table 1107.6.1.1)
2. 16 Accessible double units are provided per building. 2 roll-in showers provided per building.
3. 1 Accessible single unit is required per building (IBC 2009 Table 1107.6.1.1)
4. 2 Accessible single units are provided per building. 2 roll-in showers provided per building.
5. All unit bathrooms have at least 1 accessible lavatory, water closet, and shower.
6. All staff apartments meet clear floor area requirements for accessibility.
7. Non-accessible units are Type-B per ICC A117.1-2009
STAT
E
OF SOUTH CAROLINA
AD RCHIT
ECT
ERETSIG
RE
QUACKENBUSHARCHITECTS +PLANNERS LLC
Columbia, SCNo. 100028 S
SHEET NO.
TITLE
CORPORATE SEAL
A/E SEAL
PROJECT TITLE
SHEET INFORMATION
Date
Project No.
Scale
Drawn By
Checked By
NO REVISION DATE
Conditions of Use: This drawing and the design thereon are theproperty of Quackenbush Architects + Planners. Thereproduction, copying, or use of this drawing without the writtenconsent of Quackenbush Architects + Planners is prohibited andany infringement will be subject to legal action.
T: 803.771.2999F: 803.771.2858
REVISIONS
State Project No.
1217 Hampton StreetColumbia, SC 29201
T: 828.633.002842 Gaston Mountain RoadAshville, NC 28806
H17-9592-MJ-B
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As indicated
10/28
/2013
10:06
:13 A
M
LS1.22
BUILDING 2 -THIRD FLOOR& ATTIC LIFESAFETY PLAN
12131.00
JCB
BLH
10/28/13
COASTALCAROLINAUNIVERSITY
NEWSTUDENTHOUSINGCONST.(ELVINGTONPROPERTY)
PHASE 1 BUILDINGSBID SET
CONWAY, SOUTH CAROLINA
SCALE: 1/16" = 1'-0"LS1.221 BUILDING 2 - THIRD FLOOR LIFE SAFETY PLAN
SCALE: 1/16" = 1'-0"LS1.222 BUILDING 2 - ATTIC LIFE SAFETY PLAN
SCALE: 1/32" = 1'-0"LS1.223 HORIZONTAL FIRE SEPARATION - SECOND FLOOR
SCALE: 1/32" = 1'-0"LS1.224 HORIZONTAL FIRE SEPARATION - THIRD FLOOR
SCALE: 1/32" = 1'-0"LS1.225 HORIZONTAL FIRE SEPARATION - ATTIC