building 1 code analysis - coastal carolina university · drinking fountains (1 per 100) 33 33- ......

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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 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)

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

ell.rv

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

ell\D

ocum

ents\

1210

0_W

S CC

U Bu

ilding

1_Q_

John

Bed

ell.rv

t

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

sers\

John

Bed

ell\D

ocum

ents\

1210

0_W

S CC

U Bu

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2_Q_

John

Bed

ell.rv

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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

C:\U

sers\

John

Bed

ell\D

ocum

ents\

1210

0_W

S CC

U Bu

ilding

2_Q_

John

Bed

ell.rv

t

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