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 LOAD GROUND SNOW LOAD IBC TABLE 1604.5 OFFICES = 50 CORRIDORS ON FIRST FLOOR = 100 CORRIDORS ABOVE FIRST FLOOR = SAME AS OCCUPANCY SERVED PRIVATE ROOMS = 40 ASSEMBLY (MOVEABLE SEATING) = 100 STAIRS = 100 20 10.0 ASCE TABLE 4-1 LIST THE F11 FOR EACH OCCUPANCY ASCE FIGURE 7-1 II PSF PSF PSF PSF PSF PSF PSF PSF WIND LOADS ANALYSIS PROCEDURE BASIC WIND SPEED WIND EXPOSURE CATEGORY WIND IMPORTANCE FACTOR INTERNAL PRESSURE COEFFICIENT EXTERNAL PRESSURE COEFFICIENT Method 2 3-second gust = 130 C Iw = 1.0 GCpi = +/-0.18 GCp = +0.8, -0.5 ASCE 7 ASCE FIG 6-1 ASCE SECTION 6.5.6 ASCE TABLE 6.1 ASCE 7 ASCE 7 MPH SEISMIC IMPORTANCE FACTOR SITE CLASS SPECTRAL RESPONSE ACCELERATIONS SPECTRAL RESPONSE COEFFICIENTS SEISMIC DESIGN CATEGORY BASIC SEISMIC FORCE RESISTING SYSTEM DESIGN BASE SHEAR: BUILDING 1, WINGS A & B BUILDING 1, WING C BUILDING 1, BREEZEWAY CONNECTOR SEISMIC RESPONSE COEFFICIENT(S) RESPONSE MODIFICATION FACTOR(S) ANALYSIS PROCEDURE I = 1.0 D Ss = 0.48 and S1 = 0.14 SDS = 0.45 and SD1 = 0.20 D REINFORCED MASONRY SHEARWALLS 375 KIPS 361 KIPS 3 KIPS Cs = .09 R = 5 EQUIVALENT FORCE METHOD ASCE TABLE 11.5-1 ASCE CHAPTER 20 ASCE FIGURE 22-1 & 22-2 ASCE SECTION 11.4.4 ASCE TABLE 11.6-1 & 11.6-2 ASCE TABLE 12.2-1 ASCE SECTION 12.8 ASCE SECTION 12.8.1.1 ASCE 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, moving loads, 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 VAV TERMINAL UNITS WITH HOT WATER HEATING COILS. WINDOW TO WALL RATIO: _____________ BRICK & STUD EXTERIOR WALL: _____________ A. INTERNATIONAL BUILDING CODE (IBC), 2009 EDITION B. INTERNATIONAL EXISTING BUILDING CODE (IEBC), 2009 EDITION C. INTERNATIONAL FIRE CODE (IFC), 2009 EDITION D. INTERNATIONAL ENERGY CONSERVATION CODE (IECC), 2006 EDITION E. INTERNATIONAL FUEL GAS CODE (IFGC), 2009 EDITION F. INTERNATIONAL MECHANICAL CODE (IMC), 2009 EDITION G. INTERNATIONAL PLUMBING CODE (IPC), 2009 EDITION H. INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE (IPSDC), 2009 EDITION I. INTERNATIONAL PROPERTY MAINTENANCE CODE (IPMC), 2009 EDITION J. INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS (IRC), 2009 EDITION K. INTERNATIONAL WILDLAND - URBAN INTERFACE CODE (IUWIC), 2009 EDITION L. NATIONAL ELECTRICAL CODE (NEC), NFPA 70, 2008 EDITION M. NATIONAL ELECTRICAL SAFETY CODE, ANSI-C2-2007 EDITION N. ICC/ANSI-A117.1-2003, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES O. STATE FIRE MARSHAL RULES, REGULATIONS AND POLICIES, LATEST REVISION P. SOUTH CAROLINA ELEVATOR CODE AND REGULATIONS AND ASME A17.1 Q. 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 (AS DESIGNED) FLOOR OR LEVEL FIRST FLR WITHOUT INCREASE (IBC TABLE 503) SQUARE FOOTAGE AS ALLOWED BY IBC FRONTAGE INCREASE (IBC 506.2) SPRINKLER INCREASE (IBC 506.3) TOTAL ALLOWABLE AREA (IBC 506.1) 9,500 19,000 28,500 TOTAL FLOOR AREA 85,500 TABLE 5-5 BUILDING HEIGHT AS DESIGNED IN STORIES IN FEET WITHOUT ANY ALLOWABLE INCREASE (PER IBC TABLE 503) ALLOWABLE HEIGHT INCREASE (PER IBC 504.2) TOTAL HEIGHT INCLUDING ANY ALLOWABLE INCREASE AS ALLOWED BY IBC IN STORIES IN FEET TABLE 5-8 FIRE RESISTANCE RATING OF BUILDING ELEMENTS BUILDING ELEMENT STRUCTURAL FRAME INCLUDING COLUMNS, GIRDERS, AND TRUSSES (PER IBC TABLE 601 & 704.10) RATING AS DESIGNED (IN HOURS) RATING AS REQUIRED (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 IBC SECTION 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 DESIGN AREA 20' 55 1 2 75' (60'-0" maximum Bldg Height- 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 HR 1/2 HR see 709.3 exceptions 1&2 -- DESIGNER WALL / PARTITION KEY CODE NONBEARING WALLS & PARTITIONS, INTERIOR (PER IBC TABLE 601) 0 HRS 0 HRS N/A N/A N/A N/A N/A -- -- -- OPENING & PROTECTIVE LISTING BY CATEGORY (FIRE SHUTTERS, 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 OF STORY IS ACCESSORY OCCUPANCY? DOES BUILDING REQUIRE INCIDENTAL USE AREA SEPARATION 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 508.4 IBC 506.5 X . X X SEPARATED MIX USE RESIDENTIAL (DORMITORIES) R-2 ASSEMBLY GROUP A-3 (Multi-Purpose Room/ Lounges) X X SECOND FLR 26,855 SF 80,145 SF 3 STORIES 47'-0" (AVG HEIGHT OF HIGHEST ROOF ) TABLE 5-6 BUILDING DESIGN OCCUPANT LOAD (PER IBC 1004) FLOOR OR LEVEL OCCUPANCY TYPE (FUNCTION OF SPACE) OCCUPANCY FLOOR AREA (NSF OR GSF) A B MAX FLOOR AREA IN SF / OCCUPANT (NSF OR GSF) OCCUPANTS ON THIS FLOOR FOR THIS OCCUPANCY TYPE DESIGN OCCUPANT LOAD C D FIRST FLOOR SUBTOTAL DESIGN OCCUPANT LOAD FOR THIS FLOOR 394 MECHANICAL ATTIC 12 SUBTOTAL 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 FOOTINGS COMPACTED FILL MATERIAL IBC 1803.2 YES NO D SP,SP-SM & SM 2000 IBC 1613.5.2 IBC 1803.5.1 IBC TABLE 1806.2 COMPACTION SUBGRADE BASE OTHER X IBC TABLE 1804.5 IBC TABLE 1610.1 N/A ELEVATIONS ELEVATION OF WATER TABLE ELEVATION OF LOWEST FOOTING ELEVATION OF LOWEST FLOOR OR BASEMENT 1 - 4 FT MSL 39'-6" MSL 42'-6" MSL 98 PERCENT 100 PERCENT 95 PERCENT ASTM D2922, ASTM D1557, AASHTO T-180 AASHTO T-180 AASHTO 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 LOADS FLOOD HAZARD AREA BASE FLOOD ELEVATION DESIGN FLOOD ELEVATION PROPERTY IN FLOOD ZONE "X" PER F.I.R.M. 45051C00517H DATED 08-23099 NGVD OR FIRM IBC 1612.3 AND ASCE 24 NON HIGH-VELOCITY WAVE ACTION ELEVATION OF LOWEST PROPOSED FLOOR DRY FLOODPROOFING PER ASCE 24 MEET ASCE 24 SECTION 2.6.2.1 ________ ________ MSL MSL N/A N/A ________ MSL +42.5 NO YES HIGH-VELOCITY WAVE ACTION ELEVATION OF BOTTOM OF LOWEST HORIZONTAL STRUCTURAL MEMBER OF LOWEST FLOOR FLOTATION RESISTANT BREAKAWAY WALL NO YES NO YES MSL PSF ASSEMBLY A-3 (LOUNGE ROOMS) CONCENTRATED UNCONCENTRATED 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 X X 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 FOR SLEEPING UNIT SUITE WITH ONE EXIT 50 18104 81* 7 NET 862 123 300 1967 7 300 2936 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 COLD WATER PIPE, SUPPLEMENTAL GROUNDING RODS, LIGHTNING PROTECTION 130 KW 208/120V/3-PHASE NATURAL GAS FUEL NO YES X INTEGRAL BATTERY GENERATOR X X MANUAL AUTOMATIC ADDRESSABLE X CLASS A CLASS B X NO YES X NOT REQUIRED X YES BUILDING 1 CODE ANALYSIS SEE GEOTECH REPORT FOR WATER TABLE LEVEL X X X . . SECOND FLOOR 235 SUBTOTAL DESIGN OCCUPANT LOAD FOR THIS FLOOR ASSEMBLY A-3 (ACCESSORY TO R-2) LOUNGE ROOMS (UNCONCENTRATED) ACCESSORY ELECTRICAL/ DATA/ CUSTODIAL ROOMS 15 NET 1695 113 50 24952 121* 300 165 1 THIRD FLOOR 235 SUBTOTAL DESIGN OCCUPANT LOAD FOR THIS FLOOR ASSEMBLY A-3 (ACCESSORY TO R-2) LOUNGE ROOMS (UNCONCENTRATED) 15 NET 1695 113 50 24952 121* 300 165 1 15 NET 1383 92 ASSEMBLY A-3 (ACCESSORY TO R-2) LOUNGE ROOMS (UNCONCENTRATED) 15 NET 1284 86 RESIDENTIAL (DWELLING UNITS) R-2 200 1003 5 RESIDENTIAL (DORMITORIES) R-2 *MAX OCCUPANT LOAD OF 10 FOR SLEEPING UNIT SUITE WITH ONE EXIT RESIDENTIAL (DORMITORIES) R-2 *MAX OCCUPANT LOAD OF 10 FOR SLEEPING UNIT SUITE WITH ONE EXIT 876 total design occupant load- see Table 5-6 ACCESSORY ELECTRICAL/ DATA/ CUSTODIAL ROOMS S T A T E O F S O U T H C A R O L I N A A D R C H I T E C T E R E T S I G R E QUACKENBUSH ARCHITECTS + PLANNERS LLC Columbia, SC No. 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 the property of Quackenbush Architects + Planners. The reproduction, copying, or use of this drawing without the written consent of Quackenbush Architects + Planners is prohibited and any infringement will be subject to legal action. T: 803.771.2999 F: 803.771.2858 REVISIONS State Project No. 1217 Hampton Street Columbia, SC 29201 T: 828.633.0028 42 Gaston Mountain Road Ashville, NC 28806 H17-9592-MJ-B C:\Users\John Bedell\Documents\12100_WS CCU Building1_Q_John Bedell.rvt 12" = 1'-0" 10/27/2013 11:50:23 PM LS1.10 BUILDING 1- CODE ANALYSIS 12131.00 JCB BLH 10/28/13 COASTAL CAROLINA UNIVERSITY NEW STUDENT HOUSING CONST. (ELVINGTON PROPERTY) PHASE 1 BUILDINGS BID SET CONWAY, SOUTH CAROLINA
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MINIMUM NUMBER OF PLUMBING FIXTURES REQUIRED/PROVIDED (PER IPC SECT 403 & TABLE 403.1)
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
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.
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)
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
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.
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)
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 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.
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)
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.
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)
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.
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 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.
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)
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
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.
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)
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.