drawing index - coastal carolina university · gb gyp. bd gir grd bm gwb hc hm hp ht h.tp h.o....

PROJECT TEAM

ASSOCIATE ARCHITECT

HEERY INTERNATIONAL999 PEACHTREE STREET NETHIRD FLOORATLANTA, GA 30309MIKE HOLLEMAN [email protected]

ARCHITECT

STUBBS MULDROW HERIN ARCHITECTS400 HIBBEN STREETMOUNT PLEASANT, SC 29464SAM HERIN [email protected]

STRUCTURAL ENGINEER

ADC ENGINEERING7825 BROAD RIVER ROADSUITE 300IRMO, SC 29063JAMES (JIMMY) JONES, Jr. [email protected]

MECHANICAL, ELECTRICAL, PLUMBING, & FIRE PROTECTION ENGINEER

DWG CONSULTING ENGINEERS1009 ANNA KNAPP BLVD. SUITE 202MOUNT PLEASANT, SC 29464WILL [email protected]

CIVIL ENGINEER

SEAMON WHITESIDE501 WANDO PARK BOULEVARD, SUITE 200MOUNT PLEASANT, SC 29464R. PATTERSON FARMER EIT843.884.1667 [email protected]

design

DRAWING INDEX

Heery International Inc.999 Peachtree Street NEAtlanta, GA 30309-3953404.881.9880

01/18/2017

CONSTRUCTION DOCUMENTS

COASTAL CAROLINA

UNIVERSITY

BROOKS STADIUM

RENOVATION AND

EXPANSION- PHASE 01

15128-00

H17-9610-MJ-A

SHEET

NUMBER SHEET NAME

ISSUE

DATE

AF102-4 FLOOR PLAN LEVEL 02 - SECTOR 4 01/18/17





A-201 EXTERIOR ELEVATIONS 01/18/17

A-202 EXTERIOR ELEVATIONS 01/18/17

A-301 BUILDING SECTIONS 01/18/17

A-302 BUILDING SECTIONS 01/18/17

A-401 ENLARGED TOILET PLANS 01/18/17

A-402 ENLARGED TOILET PLANS & ADA SEATING PLANS 01/18/17

A-410 ENLARGED STAIR PLANS & SECTIONS 01/18/17

A-411 ENLARGED STAIR PLANS & SECTIONS 01/18/17

A-412 ENLARGED RAMP PLANS 01/18/17

A-413 ENLARGED RAMP PLANS 01/18/17

A-414 ENLARGED RAMP SECTIONS 01/18/17

A-510 DETAILS 01/18/17

A-601 DOOR SCHEDULE AND DETAILS 01/18/17

A-610 RAILING DETAILS 01/18/17

A-611 RAILING DETAILS 01/18/17

SHEET

NUMBER SHEET NAME

ISSUE

DATE

GENERAL

GI000 COVER SHEET 01/18/17

GI001 GENERAL PROJECT INFORMATION 01/18/17

GV000 CODE COMPLIANCE NOTES 01/18/17

GV001 CODE COMPLIANCE NOTES 01/18/17

GV002 CODE COMPLIANCE PLAN - LEVEL 01 01/18/17

GV003 CODE COMPLIANCE PLAN - LEVEL 02 01/18/17

CIVIL

C-1.1 TITLE SHEET 01/18/17

C-1.2 DRAWING LEGEND 01/18/17

C-1.3 TOPOGRAPHICAL SURVEY OF BROOKS STADIUM (CASTLEENGINEERING)

01/18/17

C-2.1 DEMOLITION PLAN 01/18/17

C-3.1 SWPP PLAN INITIAL PHASE 01/18/17

C-3.2 SWPP PLAN CONSTRUCTION PHASE 01/18/17

C-3.3 SWPP PLAN STABILIZATION PHASE 01/18/17

C-3.4 SWPPP DETAILS 01/18/17

C-3.5 SWPPP NOTES 01/18/17

C-4.1 OVERALL SITE PLAN 01/18/17

C-5.1 DRAINAGE PLAN 01/18/17

C-5.2 DRAINAGE PROFILES 01/18/17

C-6.1 GRADING PLAN 01/18/17

C-7.1 WATER PLAN 01/18/17

C-7.2 WATER DETAILS 01/18/17

C-8.1 SEWER PLAN 01/18/17

C-8.2 SEWER PROFILES 01/18/17

C-8.3 SEWER DETAILS II 01/18/17

C-9.1 CONSTRUCTION DETAILS I 01/18/17

C-9.2 CONSTRUCTION DETAILS II (RETAINING WALL) 01/18/17

C-9.3 CONSTRUCTION DETAILS III (SYNTHETIC TURF REPAIR) 01/18/17

STRUCTURAL

S100 GENERAL NOTES AND ABBREVIATIONS 01/18/17

S101-1 FOUNDATION PLAN - SECTOR 1 01/18/17




S102-1 ENLARGED SLAB PLANS 01/18/17

S102-2 ENLARGED SLAB PLANS 01/18/17

S103-1 ENLARGED CMU & LINTEL PLANS 01/18/17

S103-2 ENLARGED CMU & LINTEL PLANS 01/18/17

S104-1 ENLARGED ROOF FRAMING PLANS 01/18/17

S104-2 ENLARGED ROOF FRAMING PLANS 01/18/17

S105-1 SCHEMATIC FRAMING PLAN - SECTOR 1 01/18/17




S210 TYPICAL CONCRETE DETAILS 01/18/17

S211 TYPICAL CONCRETE DETAILS 01/18/17

S220 TYPICAL MASONRY DETAILS 01/18/17

S221 TYPICAL MASONRY DETAILS 01/18/17

S301 SECTIONS AND DETAILS 01/18/17

ARCHITECTURAL

AX101 EXISTING SITE PLAN 01/18/17

AD101 DEMOLITION SITE PLAN 01/18/17

AD102 DEMOLITION PLAN - LEVEL 2 01/18/17

AS101 ARCHITECTURAL SITE PLAN 01/18/17

AF101 OVERALL FLOOR PLAN - LEVEL 01 CONCOURSE 01/18/17

AF103 OVERALL FLOOR PLAN - LEVEL 03 01/18/17

AF101-1 FLOOR PLAN CONCOURSE LEVEL 01 - SECTOR 1 01/18/17




M001 HVAC - SCHEDULES, DETAILS, NOTES & LEGENDS 12/08/2016

M101 HVAC DUCTWORK PLAN CONCOURSE LEVEL 01 SECTOR 1 12/08/2016




MECHANICAL

E001 ELECTRICAL NOTES & LEGENDS 12/08/2016

E002 ELECTRICAL SCHEDULES & DETAILS 12/08/2016

E050 ELECTRICAL PANEL SCHEDULES 12/08/2016

E101-1 ELECTRICAL PLAN CONCOURSE LEVEL 01 SECTOR 1 12/08/2016





E201-1 FIRE ALARM PLAN CONCOURSE LEVEL 01 SECTOR 1 12/08/2016

E201-2 FIRE ALARM PLAN CONCOURSE LEVEL 01 SECTOR2 12/08/2016



E201-4.5 FIRE ALARM PLAN CONCOURSE LEVEL 01 SECTOR 4.5 12/08/2016


E201-6 FIRE ALARM PLANS LEVEL 01, 03 & 04 12/08/2016

ELECTRICAL

P001 PLUMBING NOTES & LEGENDS 12/08/2016

P002 PLUMBING DETAILS 12/08/2016

P003 PLUMBING ISOMETRICS 12/08/2016

P101-1 DOMESTIC WATER PLAN CONCOURSE LEVEL 01 SECTOR 1 12/08/2016




P111-1 SANITARY & VENT PLAN CONCOURSE LEVEL 01 SECTOR 1 12/08/2016




FP001 FIRE PROTECTION NOTES & LEGENDS 12/08/2016

FP002 FIRE PROTECTION DETAILS & SECTIONS 12/08/2016

FP101-1 FIRE PROTECTION PLAN CONCOURSE LEVEL 01 SECTOR 1 12/08/2016




FP101-4.5 FIRE PROTECTION PLAN CONCOURSE LEVEL 01 SECTOR 4.5 12/08/2016


FIRE PROTECTION

PLUMBING

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1536.01

1. DO NOT SCALE DRAWINGS - USE DIMENSIONS ONLY.

2. DIMENSIONS WHERE SHOWN ARE NORMALLY GIVEN:A. TO COLUMN CENTERLINEB. TO FINISH FACE OF WALLC. TO FINISH FACE OF EXISTING CONDITIONS

3. FIELD VERIFY ALL EXISTING CONDITIONS.

4. ALL NUMERICAL ELEVATIONS AND LEVELS ARE GIVEN TO THE TOP OF SLAB UNLESS NOTED OTHERWISE.

5. "ALIGN" AS INDICATED ON THE DRAWINGS SHALL BE UNDERSTOOD TO MEAN ALIGN THE FINISH MATERIALS OF THE ELEMENTS INDICATED.

6. ARCHITECTURAL DRAWINGS GOVERN AT ALL DIMENSIONS INCLUDING PLACEMENT AND LOCATIONS OF ENGINEERING EQUIPMENT, GRILLES, DUCTS, LIGHTING, ETC.

7. THE CONTRACTOR SHALL NOT DRILL INTO OR CORE THROUGH ANY BEAM OR JOIST, OR CUT THROUGH THE SLAB WITHOUT THE SPECIFIC WRITTEN APPROVAL OF THE STRUCTURAL

ENGINEER. ALL SUSPENDED EQUIPMENT AND PIPES SHALL BE HUNG BY HANGERS AND ATTACHED TO THE STRUCTURE UNO.

8. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE WORK SO THAT NO WORK SHALL BE LEFT IN AN UNFINISHED OR INCOMPLETE CONDITION. OWING TO ANY DISAGREEMENT BETWEEN THE VARIOUS SUBCONTRACTORS OR THE SUBCONTRACTORS AND THE CONTRACTOR AS TO WHERE THE WORK OF ONE BEGINS AND ONE ENDS IN RELATION TO THE WORK OF THE OTHER.

9. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID GALVANIC ACTION.

10. CONTRACTOR IS CAUTIONED THAT THE WORK INVOLVES A NEW BUILDING TO AN EXISTING CAMPUS WHICH WILL REMAIN IN OPERATION DURING CONSTRUCTION. IT IS MANDATORY THAT WORK WHICH IN ANY WAY AFFECTS THE NORMAL OPERATION OF THAT CAMPUS TO BE COORDINATED WITH THE OWNER / USER.

GENERAL ARCHITECTURAL NOTES

ACOUSADD'LALTAB&ALUM.A.F.F

[email protected]

CLGCOLCONCCMUCFMSCONNCONSTCJCONTCONTRCORRCSMUDETDEGDFDIAGDIADIMDNDWGSEAEFEWELELEVEQEQUIPEWCEXISTEFHCEJEOSE.O.S.E.O.D.EXTFINFEFECFHCFH/ECFLFTGFDFDNF.O.S.F.O.M.GALVGAGBGYP. BDGIRGRD BMGWBHCHMHPHTH.TPH.O.HORIZIFINSULINTJTLT WTLLHLLVLPMFRMOMAT'LMAXMECHMINMISCNOMNICNTSO.C.OPNGOPPOFPHPLPLBGPTP.T.PVCRADRDREFRE:REINFREQ'DREVRO

SCHEDSECTSIMSOGSPECSSQS.S.STDSTLSTOSTRUCSYMTHK'NST.O.TYPUNOVERTVIFVTRWWFW/W/OWPWSWT

ACOUSTICALADDITIONALALTERNATEANCHOR BOLTANDALUMINUMABOVE FINISHED FLOORANGLEARCHITECTURALATBLOCKINGBEAMBEARINGBOTTOMBOTTOM OFBUILDINGCENTER LINECEILINGCOLUMNCONCRETECONCRETE MASONRY UNITCOLD FORM METAL STUDCONNECTIONCONSTRUCTIONCONTROL JOINTCONTINUOUSCONTRACTORCORRIDORCALCIUM SILICATE MASONRY UNITDETAILDEGREEDRINKING FOUNTAINDIAGONALDIAMETERDIMENSIONDOWNDRAWINGSEACHEACH FACEEACH WAYELEVATIONELEVATOREQUALEQUIPMENTELECTRIC WATER COOLEREXISTINGEXISTING FIRE HOSE CABINETEXPANSION JOINTEMERGENCY OVERFLOW SCUPPEREDGE OF SLABEDGE OF DECKEXTERIORFINISHFIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFIRE HOSE CABINETFIRE HOSE/EXTINGUISHER CABINETFLOORFOOTINGFLOOR DRAINFOUNDATIONFACE OF STUDFACE OF MASONRYGALVANIZEDGAUGE OR GAGEGYPSUM BOARDGYPSUM BOARDGIRDERGRADE BEAMGYPSUM WALL BOARDHANDICAPPEDHOLLOW METALHIGH POINTHEIGHTHIGH TEMP.HOLD OPENHORIZONTALINSIDE FACEINSULATIONINTERIORJOINTLIGHT WEIGHTLONG LEG HORIZONTALLONG LEG VERTICALLOW POINTMANUFACTURERMASONRY OPENINGMATERIALMAXIMUMMECHANICALMINIMUMMISCELLANEOUSNOMINALNOT IN CONTRACTNOT TO SCALEON CENTEROPENINGOPPOSITEOUTSIDE FACEPENTHOUSEPLATEPLUMBINGPAINTPRESSURE TREATEDPOLYVINYL CHLORIDERADIUSROOF DRAINREFERENCEREFER TOREINFORCINGREQUIREDREVISIONROUGH OPENINGROUND OR DIAMETERSCHEDULESECTIONSIMILARSLAB ON GRADESPECIFICATIONSSQUARESTAINLESS STEELSTANDARDSTEELSTORAGESTRUCTURALSYMMETRICALTHICKNESSTOP OFTYPICALUNLESS NOTED OTHERWISEVERTICALVERIFY IN FIELDVENT THRU ROOFWELDED WIRE FABRICWITHWITHOUTWATERPROOFINGWATER STOPWEIGHT

ABBREVIATIONS

502.0

AF-101

1SIM

N

A

ENTRYLOBBY

101

TRUE NORTH

NORTHREFERENCE

BUILDINGSECTIONREFERENCE

WALLSECTIONREFERENCE

INTERIORELEVATIONREFERENCE

DETAIL NUMBER

SHEET DETAILIS LOCATED ON

DARKENED POINTS INDICATESPECIFIC ELEVATION

DETAIL NUMBER

SHEET ELEVATIONIS LOCATED ON

DETAIL, SECTION,OR ELEVATIONVIEW TITLE

DOORS

DOORS ARE INDICATED IN ASSOCIATION WITH THE ROOM NUMBER WHICH IT SERVES. IF MORE THAN ONE DOOR SERVES A ROOM, A LETTER DESIGNATION FOLLOWS THE DOOR NUMBER

COLUMNDESIGNATION

NEW COLUMN

ROOM NAMEAND NUMBER

ROOM NAME

ROOM NUMBER

DETAIL NUMBER

DETAILREFERENCE

DETAIL NUMBER

SHEET DETAILIS LOCATED ON

101A

REVISIONIDENTIFICATION

1

SCOPE OF REVISION

REVISION NUMBER

BREAK LINE

SPOT ELEVATION

EXTERIORELEVATIONREFERENCE

DETAIL NUMBER

SHEET ELEVATIONIS LOCATED ON

SYMBOLS LEGEND

1

A101

1

A101

1

A101SHEET DETAILIS LOCATED ON

A101

1

AF101

1 Ref

1

Ref

1 Ref

0 EXISTING COLUMN

PROJECT INFORMATION

PROJECT NAME: BROOKS STADIUM RENOVATION AND EXPANSION- PHASE 01

OWNER: COASTAL CAROLINA UNIVERSITY

CONTRACTING AUTHORITY: CITY OF CONWAY SOUTH CAROLINA

ARCHITECT: STUBBS MULDROW HERIN ARCHITECTS

ASSOCIATE ARCHITECT: HEERY INTERNATIONAL, INC.

PROJECT NUMBERS:OWNER: H17-9610-MJ-AARCHITECT: HII-15128-00HEERY: HII-15128-00

SHEET NUMBERING SYSTEM

A - 1 0 1 - A

SEQUENCE NUMBER/ FLOOR NUMBER

SHEET TYPE DESIGNATOR <1>

INFORMATION MODIFIER (-)

DISCIPLINE DESIGNATOR [ A ]

[ G ] GENERAL:(G) COVER SHEET, GENERAL INFO(G) CODE COMPLIANCE PLAN

[ C ] CIVIL:(C) EXISTING SURVEY(C) DEMOLITION(C) GRADING PLAN(C) PAVING PLAN(C) STAKING PLAN(C) UTILITY PLAN

[ L ] LANDSCAPE:(L) EXISTING(L) DEMOLITION(L) IRRIGATION PLAN(L) HARDSCAPE PLAN(L) PLANTING PLAN

[ S ] STRUCTURAL:(S) FOUNDATION PLAN(S) FRAMING PLAN

[ A ] ARCHITECTURAL:(A) EXTERIOR FLOOR PLAN

[ A ] INTERIORS:(A) INTERIOR FLOOR PLAN(A) REFLECTED CEILING PLAN(A) FINISH PLAN(A) FURNITURE PLAN(Q) EQUIPMENT PLAN(G) GRAPHICS PLAN

SHEET TYPE DESIGNATOR:

<1> PLANS (also indicated with Information Modifier)

<2> ELEVATIONS

<3> SECTIONS

<4> ENLARGED PLANS

<5> DETAILS

<6> SCHEDULES

<7> DISCIPLINE SPECIFIC

<8> RISER DIAGRAMS

[ F ] FIRE PROTECTION:(F) SITE PLAN(F) FLOOR PLAN

[ P ] PLUMBING:(P) UNDERGROUND PIPING PLAN(P) SANITARY/STORM PLAN(P) DOMESTIC WATER PLAN

[ M ] MECHANICAL:(M) HVAC PLAN(M) PIPING PLAN(M) CONTROLS

[ E ] ELECTRICAL:(E) SITE PLAN(E) LIGHTNING PROTECTION PLAN(E) POWER PLAN(E) LIGHTING PLAN(E) FIRE ALARM PLAN(E) TELEPHONE PLAN

[ ES ] TELECOMMUNICATIONS/AV:(ES) AV/IT PLANS(ES) CEILING PLAN

[ FS ] FOOD SERVICE:(FS) SITE PLAN(FS) FLOOR PLAN(FS) CEILING PLAN

SECTOR INDICATOR

This document is the property of Heery International, Inc. and Heery International Inc. retains all rights therein, including copyrights. It may only be used in a manner consistent with Heery International Inc.'s rights while Heery International, Inc. is providing services for the specific project identified or referred to herein or extensions thereto. It may not be used for any other purpose except with the express written agreement of, and compensation to, Heery International Inc.

Copyright © 2015 by Heery International, Inc. all rights reserved.

WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 30"x42"

drawn by checked by

sheet number

key plan

sheet title

item date

dateissued for

seal/signature

consultants/construction managers

owner's project number

project number

Heery International Inc.999 Peachtree Street, NEAtlanta, GA 30309-3953404.881.9880

1/1

7/2

017

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GI001

GENERAL PROJECTINFORMATION

01/18/2017CONSTRUCTIONDOCUMENTS

COASTALCAROLINAUNIVERSITY

BROOKS STADIUMRENOVATION ANDEXPANSION-PHASE 01UNIVERSITY BLVD. CONWAY, SC 29526

15128-00

H17-9610-MJ-A

LOCATION PLAN

AREA PLAN

SECTOR KEY PLAN




drawn by checked by

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key plan

sheet title

item date

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seal/signature



project number


1/1

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GV000

CODE COMPLIANCENOTES




15128-00

H17-9610-MJ-A

104




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sheet title

item date

dateissued for

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project number


1/1

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CODE COMPLIANCENOTES




15128-00

H17-9610-MJ-A

307 SF

MENS - SE

382 SF

MENS - NE

393 SF

WOMENS - E

363 SF

WOMENS - SE

RAMP TO GRADE

RAMP TO GRADE

GATE E1

24'-0"

GATE E3

24'-0"

NE GATE

7'-0"

SW GATE

24'-0"

NW GATE

12'-0"

OCCUPANT CAPACITY:

SW GATE - 4,114 X 1 = 4,114

EAST GATES - 4,114 X 3 = 12,342

NE GATE - 1,200 X 1 = 1,200

NW GATE - 2,057 X 1 = 2,057

TOTAL CAPACITY: 19,713

OCCUPANT LOAD:

GENERAL SEATING - 14,929

ADA SEATING - 100

TOTAL SEATS - 15,029

OTHER OCCUPANTS - 750

TOTAL OCCUPANT LOAD: 15,779

NOTES:

1. OTHER OCCUPANTS INCLUDES, STAFF, USHERS,

PLAYERS, COACHES, SECURITY, PRESS, CLUB,

TOILETS, & CONCESSIONS

2. LOAD FACTORS TABLE 1028.6.2: >15,000 SEATS

STAIRS 0.096" - DOORS / RAMPS 0.070" PER OCCUPANT

1578

2,057

947

1,200

3,313

4,114

3,313

4,114

GATE E2

24'-0"

3,313

4,114

3,315

4,114

635 SF

WOMENS - NW

215 SF

MENS - SW

63 SF

FAM. TLT.

712 SF

WOMENS - NE

283 SF

MENS - NW

81 SF

FAM. TLT.

77 SF

JAN.

LEGEND

XXX

XXX

OCCUPANT LOAD

CAPACITY

DETENTION PONDDETENTION POND

RAMP TO GRADE

RAMP TO GRADE

CHAIN LINK FENCING

FIRE EXTINGUISHER- EXISTING (WALL MOUNTED) FE

FE FE

FIRE EXTINGUISHER- NEW (WALL MOUNTED) FE

FE

FE

FE

FE

FE

FE

FE

000 10' 20' 40'

SCALE:

N




drawn by checked by

sheet number

key plan

sheet title

item date

dateissued for

seal/signature



project number

1" = 20'

Heery International Inc.999 Peachtree Street, NE,Atlanta, GA 30309-3953404.881.9880

1/1

8/2

017

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CODE COMPLIANCEPLAN - LEVEL 01




15128-00

H17-9610-MJ-A

UP

UP

UP

UP

UP

UP

UP

UP

UP

ROOF BELOW

625

625

531

531

531

531

625

625

671

814

620

729

857

857

857

857

857

857

672

814

620

729

625

625

531

531

531

531

625

625

857

857

1,125

1,125

1,371

1,371

560

560

560

560

--

1,071

SEE A-411 FOR ENLARGED RAMP PLAN

--

1,071

--

1,071

--

742

--

742

EAST SEATING EXITS

EXISTING VOM STAIRS - 51"/.096" 531 X 2 = 1,062

NEW VOM STAIRS - 60"/.096" 625 X 2 = 1,250

NE RAMP - 96"/.07" 1,371 X 1 = 1,371

NEW RAMPS - 60"/.07" 857 X 2 = 1,714

SE STAIR - 108"/.096" 1,125 X 1 = 1,125

EXISTING VOMS - 54"/.096" 560 X 2 = 1,120

TEMP FIELD STAIRS - 54"/.096" 563 X 1 = 563

OCCUPANT LOAD: 8,204


NORTH SEATING EXITS

EXISTING RAMPS - 57"/.07" 814 X 2 = 1,628

EXISTING STAIRS - 70"/.096" 729 X 2 = 1,458



WEST SEATING EXITS

EXISTING VOM STAIRS - 51"/.096" 531 X 2 = 1,062

NEW VOM STAIRS - 60"/.096" 625 X 2 = 1,250

NEW RAMPS - 60"/.07" 857 X 2 = 1,714

TEMP FIELD STAIRS - 42"/.096" 437 X 1 = 437



PHASE ONE OCCUPANT LOAD: 15,029

PHASE ONE CAPACITY: 15,754

NOTES:

1. LOAD FACTORS TABLE 1028.6.2: >15,000 SEATS

STAIRS 0.096" - DOORS / RAMPS 0.070" PER OCCUPANT

2. 1028.7 OPEN AIR SEATING: THE TRAVEL DISTANCE

SHALL NOT BE LIMITED IN FACILITIES OF TYPE I OR

TYPE II CONSTRUCTION.LOWER SW

316

EXISTING WEST

2,920

LOWER NW

782

NW CORNER

384

EXISTING

NORTH

1780

NE CORNER

383

UPPER NE

1,515

EXISTING

UPPER EAST

1,436

UPPER SE

735

EXISTING

LOWER EAST

2,966

LOWER NE

877

LOWER SE

323

TEMP

TEMP SE

200

TEMP SW

200

562

563

TEMP

216

437

LEGENDXXX

XXX

OCCUPANT LOAD

CAPACITY

WEST ADA

22

EAST ADA

40

EXISTING SUITES

112

NORTH ADA

36

000 10' 20' 40'

SCALE:

N




drawn by checked by

sheet number

key plan

sheet title

item date

dateissued for

seal/signature



project number

1" = 20'

Heery International Inc.999 Peachtree Street, NE,Atlanta, GA 30309-3953404.881.9880

1/1

7/2

017

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CODE COMPLIANCEPLAN - LEVEL 02




15128-00

H17-9610-MJ-A

drawing index - coastal carolina university · gb gyp. bd gir grd bm gwb hc hm hp ht h.tp h.o....

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