Drawings.pdf

PDF 44 MB Posted Aug 23, 2017

Attached to: Replace Operations and Training Facility
Solicitation number: W912QG-17-B-0005
Issued by: Department of the Army South Carolina Army National Guard

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ADDITIVE BID ITEMS

ABI #1: PARKING, SIDEWALKS AND SITE LIGHTING

ABI #2: AUDITORIUM FOLDING PARTITIONS (SEE A1.3)

ABI #3: DEMOUNTABLE MODULAR WALL SYSTEM (SEE A1.1 FOR LOCATIONS,

A3.5 FOR WALL TYPES)

POND &

COMPANY

COLUMBIA, S.C.

B-98107

UTH CARO

E T

A T

ARCH

I T

E C

T S

DERET

S I

G E

JESSE CURTIS

DAVIS, JR.

COLUMBIA

UTOSFO

ETATS

I STERED ARCH I TEC

ILORACH

1 2 3 4 5 6

1122 LADY STREET, SUITE 810 COLUMBIA, SOUTH CAROLINA 29201

PHONE (803) 799-6502 www.pondco.com FAX (803) 799-2014

2 3 4

5 6

COORDINATION

OFFICE SIGNATURE DATE

AIR COMMANDER (BAC)

BASE CIVIL ENGINEER (BCE)

BIO-ENVIRONMENTAL (SGPB)

ENVIRONMENTAL (EV)

COMMUNICATIONS (CF)

FIRE DEPARTMENT (CEF)

SAFETY (SE)

SECURITY FORCES (SFS)

ANTITERRORISM OFFICER (ATO)

USER:

McENTIRE PROJECT NO.:

INDEX OF DRAWINGS

LOCATION MAP TEAM MEMBERS

PG # SHEET NAME

NOTE:

ALL CONTRACTORS AND SUBCONTRACTORS WORKING ON THIS

PROJECT ARE TO ENROLL IN THE E-VERIFICATION SYSTEM BEFORE

CONSTRUCTION BEGINS. EACH COMPANY EMPLOYEE REQUIRING

ACCESS TO THE BASE MUST GO THROUGH THE E-VERIFICATION

PROCESS. PLEASE REFER TO THE FOLLOWING WEBSITE FOR

DETAILED INFORMATION ABOUT ENROLLMENT IN THE E-VERIFICATION

SYSTEM: https://e-verify.uscis.gov/enroll

PG # SHEET NAME

M C

E V

O C

A L \R

-1

M c E n ti re

C E

N T

R A

L w h it e l.

rv t

G0.1

1170094

LSW

02.24.2017

COVER SHEET

EASTOVER, SOUTH CAROLINA

McENTIRE JOINT NATIONAL GUARD

BASE

REPLACE OPERATIONS AND

TRAINING FACILITY

B-3 SUBMITTAL

REPLACE OPERATIONS AND TRAINING FACILITY

McENTIRE JOINT NATIONAL GUARD BASE

EASTOVER, SOUTH CAROLINA

PSTE 009070

S1.6 ROOF DECK PLAN

S1.7 PARTIAL AND ENLARGED PLANS

S2.1 TYPICAL CONCRETE DETAILS

S2.2 TYPICAL CONCRETE DETAILS

S2.11 TYPICAL STEEL DETAILS

S2.12 TYPICAL STEEL DETAILS

S2.13 TYPICAL STEEL DETAILS

S2.14 TYPICAL STEEL DETAILS

S2.15 TYPICAL STEEL DETAILS

S2.21 TYPICAL MASONRY DETAILS

S2.22 TYPICAL MASONRY DETAILS

S3.1 SECTIONS AND DETAILS

S3.2 SECTIONS AND DETAILS

S4.1 SECTIONS AND DETAILS

S4.2 SECTIONS AND DETAILS

S4.3 SECTIONS AND DETAILS

FIRE PROTECTION

FP0.1 FIRE PROTECTION NOTES & LEGENDS

FP1.1 FIRE PROTECTION PLANS

PLUMBING

P0.1 PLUMBING NOTES & LEGENDS

P0.2 PLUMBING DETAILS

P0.3 PLUMBING ISOMETRICS

P1.1 DOMESTIC WATER & GAS PLAN

P1.2 SANITARY & VENT PLAN

P4.1 PLUMBING ENLARGED PLANS

MECHANICAL

M0.1 HVAC - NOTES AND LEGENDS

M0.2 HVAC SCHEDULES

M0.3 HVAC DETAILS

M0.4 HVAC DETAILS

M0.5 HVAC DETAILS

M0.6 HVAC DETAILS

M0.7 HVAC PIPING DIAGRAMS

M1.1 MECHANICAL PLAN - CONDITIONING

M1.2 MECHANICAL PLAN - VENTILATION

M4.1 ALTERNATE BID #2 MECHANICAL PLANS

ELECTRICAL

E0.1 ELECTRICAL NOTES & LEGENDS

E0.2 ELECTRICAL SCHEDULES & DETAILS

E0.3 ELECTRICAL DETAILS

E0.4 ELECTRICAL DETAILS

E0.5 TELECOM DETAILS AND ENLARGED PLANS

E0.6 ELECTRICAL DETAILS

E0.10 ELECTRICAL ONE-LINE DIAGRAM

E0.50 ELECTRICAL PANEL SCHEDULES

E0.51 ELECTRICAL PANEL SCHEDULES

E1.1 POWER & TELECOM. PLAN

E2.1 LIGHTING PLAN

E2.2 INTERIOR LIGHTING CALCULATIONS

E3.1 SYSTEMS PLAN

E4.1 ALTERNATE BID #2 ELECTRICAL PLANS

E4.2 ALTERNATE BID #3 MECH & ELEC CEILING

PLAN

E5.1 ELECTRICAL SITE PLAN

E5.2 SITE PLAN LIGHTING CALCULATIONS

E6.1 LIGHTNING PROTECTION PLAN

E6.2 LIGHTNING PROTECTION DETAILS

G0.1 COVER SHEET

G0.2 STANDARD NOTES & DETAILS

G0.3 CODE ANALYSIS

CIVIL

C001 CIVIL ABBREVIATIONS & NOTES

C101 EXISTING SITE AND DEMOLITION PLAN

C201 SITE PLAN

C202 TEMPORARY TRAILER PLAN

C211 STAKE-OUT PLAN

C301 GRADING & STORM DRAINAGE PLAN

C311 STORM DRAINAGE PROFILES

C401 UTILITY PLAN

C620 CIVIL DETAILS - SITE

C621 CIVIL DETAILS - SITE

C622 CIVIL DETAILS - SITE

C623 CIVIL DETAILS - SITE

C624 CIVIL DETAILS - SITE

C630 CIVIL DETAILS - STORM DRAINAGE

C640 CIVIL DETAILS - WATER

C641 CIVIL DETAILS - WATER

C642 CIVIL DETAILS - UTILITIES

C701 INITIAL EROSION CONTROL PLAN

C702 STABILIZATION EROSION CONTROL PLAN

C710 CIVIL DETAILS - EROSION CONTROL

C711 CIVIL DETAILS - EROSION CONTROL

C712 CIVIL DETAILS - EROSION CONTROL

C720 SWPPP & EROSION CONTROL NOTES

ARCHITECTURAL

A1.0 SITE PLAN

A1.1 FLOOR PLAN

A1.2 DIMENSION FLOOR PLAN

A1.3 ABI #2 OPERABLE PARTITIONS

A1.4 ROOF PLAN

A2.1 EXTERIOR ELEVATIONS

A3.1 BUILDING SECTIONS

A3.2 SECTIONS

A3.3 WALL SECTIONS

A3.4 SECTIONS

A3.5 WALL TYPES

A4.1 ENLARGED PLANS & DETAILS

A4.2 ENLARGED PLANS & DETAILS

A6.1 DOOR SCHEDULE & DETAILS

A6.2 WINDOW ELEVATIONS & DETAILS

A7.1 REFLECTED CEILING PLAN

A7.2 REFLECTED CEILING PLAN - ABI #3

A8.1 FINISH SCHEDULE

A8.2 FINISH PLAN

A8.3 INTERIOR ELEVATIONS

A8.4 INTERIOR ELEVATIONS

A8.5 INTERIOR ELEVATIONS

A8.6 INTERIOR ELEVATIONS AND SECTIONS

A10.1 FURNITURE PLAN

STRUCTURAL

S0.1 GENERAL NOTES

S1.1 FOUNDATION PLAN

S1.2 SLAB ON GRADE PLAN

S1.3 GIRT FRAMING PLAN

S1.4 LINTELFRAMING PLAN

S1.5 ROOF FRAMING PLAN

OWNER

ARCHITECT

CURT DAVIS & ASSOCIATES, INC.

1122 LADY STREET, SUITE 810

COLUMBIA, SC 29201

TEL: (803)799-6502

FAX: (803) 799-2014

CONTACT: LORRAINE S. WHITE

E-MAIL: lorraine@cdacolumbia.com

CIVIL, STRUCTURAL

McENTIRE JOINT NATIONAL GUARD BASE

1325 SOUTH CAROLINA ROAD, SUITE 8

EASTOVER, SC 29044-5008

ADC ENGINEERING

7825 BROAD RIVER ROAD, SUITE 300

IRMO, SC 29063

TEL: (803) 732-7080

FAX: (803) 732-7090

CONTACT: JIMMY JONES

E-MAIL: jimmyj@adcengineering.com

PLUMBING, MECHANICAL & ELECTRICAL

DWG, INC

1009 ANNA KNAPP BLVD, SUITE 202

MOUNT PLEASANT, SC 29464

TEL: (843) 849-1141

FAX: (843) 849-6756

CONTACT: WILL BILLARD

E-MAIL: wbillard@dwginc.com

REV# DATE

@ AT

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISHED FLOOR

ADJ. ADJUSTABLE

ALUM. ALUMINUM

APPROX. APPROXIMATELY

BD. BOARD

BLDG. BUILDING

BRG. BEARING

CG. CORNER GUARD

CJ. CONTROL JOINT

CL. CENTER LINE

CLG. CEILING

CMU. CONCRETE MASONRY UNIT

COL. COLUMN

CONC. CONCRETE

CONST. CONSTRUCTION

CONT. CONTINUOUS

DET. DETAIL

DIA. DIAMETER

DIM. DIMENSION

DN. DOWN

DS. DOWNSPOUT

DWG. DRAWING

EJ. EXPANSION JOINT

EWC. ELECTRICAL WATER COOLER

EA. EACH

ELEV. ELEVATION

EQ. EQUAL

EQUIP. EQUIPMENT

EXIST . EXISTING

EXT. EXTERIOR

FD. FLOOR DRAIN

FE. FIRE EXTINGUISHER

FEC. FIRE EXTINGUISHER CABINET

FIN. FINISH

FLR. FLOOR

FT. FOOT, FEET

FTG. FOOTING

GA. GAUGE

GALV. GALVANIZED

GEN. GENERAL

GOVT. GOVERNMENT

GWB. GYPSUM WALL BOARD

GYP.BD. GYPSUM BOARD

HC. HANDICAP

HM. HOLLOW METAL

HORIZ. HORIZONTAL

HR. HOUR

HT. HEIGHT

IN. INCH

INSUL. INSULATION

INT. INTERIOR

JST. JOIST

LAM. LAMINATE

LAV. LAVATORY

LB. POUND

MO. MASONRY OPENING

MAX. MAXIMUM

MBM. METAL BUILDING MANUFACTURER

MECH. MECHANICAL

MIN. MINIMUM

MIRR. MIRROR

MISC. MISCELLANEOUS

MTL. METAL

N/A NOT APPLICABLE

NIC. NOT IN CONTRACT

NO. NUMBER

O.C. ON CENTER

O.H. OVER HEAD

OPNG. OPENING

OPP. OPPOSITE

OPP.HD OPPOSITE HAND

PB. PIPE BOLLARD

PL. PLATE

PT. PRESSURE TREATED

RD. ROOF DRAIN

RH. ROOF HATCH

RO. ROUGH OPENING

REQ'D. REQUIRED

RTF. ROOF TOP FAN

RTGP. ROOF TOP GAS PACK

RTV. ROOF TOP VENT

SF. SQUARE FEET

S.S. STAINLESS STEEL

SIM. SIMILAR

SL. STEEL LINE

SQ. SQUARE

STRUCT. STRUCTURE

T.O. TOP OF

T.O.C. TOP OF CURBING

T.O.M. TOP OF MASONRY

TYP. TYPICAL

VERT. VERTICAL

V.I.F. VERIFY IN FIELD

W/ WITH

WWF. WELDED WIRE FABRIC

1 VIEW NAME

1/8" = 1'-0"A101

Room name

CENTERLINE OF COLUMN

WINDOW TYPE

ROOM TYPE

DOOR NUMBER

WALL PARTITION TYPE

SECTION MARK

DETAIL /PLAN TITLE

WHERE DETAIL /PLANS

IS REFERENCED

ELEVATION MARK

A101

SIM

A2.1

ENLARGED PLAN / DETAIL MARK

A101

SIM

HINGE APPROACH PULL SIDEFRONT APPROACH PULL SIDE

FRONT APPROACH PUSH SIDE LATCH APPROACH PUSH SIDE

OFFSET ALL DOORS 8"

FROM ADJACENT WALLS (TYP.),

UNLESS OTHERWISE NOTED.

GENERAL NOTES:

DOOR LOCATION

CLEAR FLOOR SPACE

MIN. CLEAR

5' - 0"

8" TYP.

2' - 6"

MIN.

3' - 0"

MIN.

2' - 0"

MIN.

1' - 6"

1' - 0" MIN.*

LATCH APPROACH PULL SIDE

HINGE APPROACH PUSH SIDE

MIN.

2' - 0"

0" 3'

* IF BOTH CLOSER AND LATCH ARE PROVIDED * 48" MIN IF CLOSER IS PROVIDED * 54" MIN IF CLOSER IS PROVIDED

** IF BOTH CLOSER AND LATCH ARE PROVIDED

*** 48" MIN IF BOTH CLOSER AND LATCH PROVIDED

MIN.

1' - 10" 1' - 0" MIN.**

DIMENSION

DIMENSION TO FACE OF OBJECT OR

FACE OF STUD/MASONRY

DIMENSION TO EDGE OF SLAB AND/OR

STRUCTURAL GRID

CLEAR FINISH DIMENSION OR HOLD

DIMENSION

TA-4

TA-8

TA-4

TA-6

TA-5

TA-9

URINAL

HIGH

EWC LOW

EWC

FIRE

EXTINGUISHER

CABINET

TA-7

12" MAX. 42" MIN.

36" MIN.

" 44

" M A

" M

A X

" M

A X

E C

E S

U R

" M

A X

N D

A R

D H

H T)

A C

C E

S S

H E

P O

U T

" M

A X

A N

NOTES: HEIGHTS ARE FOR GENERAL USE - ALL ACCESSORIES MAY NOT BE USED FOR THIS PROJECT.

PROVIDE BLOCKING FOR ALL ACCESSORIES.

39" - 41"

" M

TA-4

STANDARD

URINAL

A B

O V

E C

O U

" M

A X

12" MIN. 24" MIN.

16" - 18"

N D

A R

D H

H T

TA-1

TA-8

24" MIN.

42" MAX. 18

" M

A X

36" MAX.

24" MIN.

1/ 2"

" M

TA-1

DISPENSER OUTLET ZONES

TA-2

TA-3 TA-1

TA-2

TA-3

TA-4

TA-5

TA-6

TA-7a

TA-8

TA-9

TA-10

TA-11

TOILET TISSUE DISPENSER*

PAPER TOWEL DISPENSER

WASTE RECEPTACLE

1 1/2" GRAB BARS, 18", 42", 36"

MIRROR

SOAP DISPENSER

ROBE HOOK

SANITARY NAPKIN DISPOSAL

SHOWER ROD

MOP AND BROOM HOLDER

BABY CHANGING STATION

TOILET ACCESSORY SCHEDULE

KEY NO. DESCRIPTION

TA-12 FOLD-UP SHOWER SEAT

TA-10a SHOWER CURTAIN & HOOKS W/ ROLLER

*COORDINATE LOCATION WITH DISPENSER OUTLET ZONES

TA-7b DOUBLE ROBE HOOK

POND &

COMPANY

COLUMBIA, S.C.

B-98107

UTH CARO

E T

A T

ARCH

I T

E C

T S

DERET

S I

G E

JESSE CURTIS

DAVIS, JR.

COLUMBIA

UTOSFO

ETATS

I STERED ARCH I TEC

ILORACH

1 2 3 4 5 6

1122 LADY STREET, SUITE 810 COLUMBIA, SOUTH CAROLINA 29201

PHONE (803) 799-6502 www.pondco.com FAX (803) 799-2014

2 3 4

5 6

McENTIRE PROJECT NO.:

M C

E V

O C

A L \R

-1

M c E n ti re

C E

N T

R A

L w h it e l.

rv t

G0.2

1170094

LSW

02.24.2017

STANDARD NOTES & DETAILS

EASTOVER, SOUTH CAROLINA

McENTIRE JOINT NATIONAL GUARD

BASE

REPLACE OPERATIONS AND

TRAINING FACILITY

B-3 SUBMITTAL

PSTE 009070

STANDARD MOUNTING HEIGHTS

TYPICAL ANSI REQUIREMENTS WALL DIMENSIONING KEYSYMBOL LEGENDABBREVIATIONS

NO YES

BASIC BUILDING CODE INFORMATION

CONSTRUCTION CLASSIFICATION

TYPE: (IBC 602)

OCCUPANCY GROUP: (IBC 302)

(INDICATE ALL,

NOTE IBC 506.2)

ARE AGGREGATE ACCESSORY OCCUPANCIES ≤10% OF

BUILDING AREA?:

(IBC 508.2.3)

DOES BUILDING CONTAIN NON-SEPARATED OCCUPANCIES?:

DOES BUILDING CONTAIN SEPARATED OCCUPANCIES?:

OCCUPANCY GROUP: (IBC TABLE 506.2)

(INDICATE MOST

RESTRICTIVE)

(IBC 508.3)

(IBC 508.4)

ACCESSORY OCCUPANCIES (IBC 508.2)

DOES BUILDING REQUIRE ACCESSORY OCCUPANCY AREA

SEPARATION?:

(IBC 508.2.4)

IIB, UNPROTECTED, SRINKLERED

BUSINESS (B) ASSEMBLY GROUP (A-3)

ASSEMBLY GROUP (A-3)

BUILDING CODE ANALYSIS

2015 INTERNATIONAL BUILDING CODE (IBC)

REPLACE OPERATIONS AND TRAINING FACILITY

McENTIRE JOINT NATIONAL GUARD BASE

BUILDING AREA

AREA LIMIT BY TABLE 506.2 OF IBC:

(DO NOT INDICATE INCREASES FOR SPRINKLERS & STREET FRONTAGES.)

AREA MODIFICATION FROM EQUATION 5-1 OF IBC: (MAXIMUM MODIFIED

AREA PER STORY)

(AREA LIMITATION PER

STORY)

(INSERT EQUATION FROM IBC 506.1 WITH COMPLETED CALCULATIONS IN THIS BOX)

(EQUATION 5-1)

Aa = At + [NS x If ]

Aa = Allowable area (square feet).

At = Tabular allowable area factor per Table 506.2 NS = Tabular allowable area factor per Table 506.2 for nonsprinklered buildings (regardless of whether the building is sprinklered) If = Area increase factor due to frontage (percent) as calculated in accordance with Section 506.3.

(MAXIMUM AREA PER

STORY)

TOTAL ALLOWED AREA OF BUILDING: (SUMMARY OF ALL

STORIES)

AREA AS DESIGNED PER STORY:

(REPEAT FOR EACH STORY)

(AREA PER STORY)

TOTAL DESIGNED AREA OF BUILDING:

A-3 38,000 SF

45,125 SF

20,866 SF

BUILDING HEIGHT

AS DESIGNED

WITHOUT ANY ALLOWABLE

INCREASE (IBC TABLE 504.3

AND 504.4)

IN FEET IN STORIES

AS ALLOWED BY IBC

IN FEET IN STORIES

22'-0" 175'-0" A-3: 3

BUILDING DESIGN OCCUPANT LOAD

NO YES

GENERAL FIRE PROTECTION REQUIREMENTS

SEPARATIONS

PER IBC SECTION 718

OTHER: (INDICATE OTHER PROVIDED FIRE AND LIFE SAFETY FEATURES NOT LISTED ABOVE, IF ANY)

FIREBLOCKING REQUIRED?:

PER IBC SECTION 718DRAFTSTOPPING REQUIRED?:

PER IBC SECTION 909SMOKE CONTROL SYSTEM REQUIRED?:

PER IBC SECTION 407.5, 408.6, 709SMOKE BARRIERS REQUIRED?:

PER IBC SECTION 710SMOKE PARTITION REQUIRED?:

PER IBC SECTION 420FIRE PARTITION REQUIRED?:

PER IBC SECTION 707FIRE BARRIER REQUIRED?:

ALARM & DETECTION

PER IBC SECTION 907FIRE ALARM SYSTEM REQUIRED?:

PER IBC SECTION 908EMERGENCY ALARM SYSTEM REQUIRED?:

SUPPRESSION

PER IBC SECTION 905STANDPIPES REQUIRED?:

PER IBC SECTION 903SPRINKLERS REQUIRED?:

SPRINKLERS PROVIDED?:

PER IBC SECTION 906PORTABLE EXTINGUISHERS REQUIRED?:

PER IBC SECTION 904OTHER SUPPRESSION SYSTEMS REQUIRED?:

PER IBC SECTION 910SMOKE & HEAT VENTS REQUIRED?:

FIRE RESISTANCE RATING OF BLDG ELEMENTS

PRIMARY STRUCTURAL FRAME

(PER IBC TABLE 601)

BEARING WALLS

RATING AS

REQUIRED

(IN HOURS)

BUILDING ELEMENT RATING AS

DESIGNED

(IN HOURS)

TESTING AGENCY &

DESIGN NO.

(UL, FM, ETC)

(PER IBC TABLE 601)

EXTERIOR

INTERIOR

NONBEARING WALLS & PARTITIONS

(PER IBC TABLE 601)

EXTERIOR

INTERIOR

FLOOR CONSTRUCTION AND ASSOCIATED

SECONDARY MEMBERS

(PER IBC TABLE 601)

ROOF CONSTRUCTION AND ASSOCIATED

SECONDARY MEMBERS

(PER IBC TABLE 601)

FIRE WALLS

(PER IBC TABLE 706.4)

FIRE BARRIERS

(PER IBC TABLE 707.3.10)

SHAFT ENCLOSURES

(PER IBC TABLE 713)

FIRE PARTITIONS

(PER IBC SECTION 708)

OPENING & PROTECTIVE LISTING BY CATEGORY

(FIRE SHUTTERS, DOORS, ETC. PER IBC SECTION

716)

OTHERS (AS REQUIRED BY DESIGNER)

OCCUPANCY SEPARATION WALLS

(PER IBC TABLE 508.4)

EXIT STAIR

(PER IBC SECTION 1019)

HORIZONTAL EXIT

(PER IBC SECTION 1026)

EXIT ACCESS CORRIDOR WALLS

(PER IBC TABLE 1020.1)

SHAFT WALLS INCLUDING ELEVATOR AND

MECHANICAL SHAFTS

(PER IBC SECTION 713)

0 HR 0 HR

N/A HR N/A HR

0 HR 0 HR

N/A HR N/A HR

PLUMBING INFORMATION

WATER CLOSETS

LAVATORIES

URINALS *

FEMALE - PROVIDEDFEMALE - REQUIREDMALE - PROVIDEDMALE - REQUIRED

MINIMUM PLUMBING FIXTURES REQUIRED/PROVIDED PER IBC SECTION TABLE 2902.1

OTHER FIXTURES

DRINKING FOUNTAINS

REQUIRED PROVIDED

UNISEX TOILET

OTHERS (LIST)

* URINALS - SEE IPC 419.2

SERVICE SINK

5 5 6 7

4 5 4 5

0 4 N/A N/A

4 4

0 0

1 1

PER IBC SECTION 1109.5.1, NO FEWER THAN 2 DRINKING FOUNTAINS SHALL BE PROVIDED: ONE FOR PERSONS WHO USE WHEELCHAIRS AND ONE FOR STANDING PERSONS. 1109.5.1, EXCEPTION 1, ALLOWS A HIGH-LOW DRINKING FOUNTAIN THAT COMPLIES WITH THE REQUIREMENTS FOR PEOPLE WHO USE A WHEELCHAIR AND STANDING PERSON SHALL BE PERMITTED TO BE SUBSTITUTED FOR 2 SEPARATE DRINKING

FOUNTAINS.

MEANS OF EGRESS

EGRESS WIDTH

CORRIDOR WIDTH

CORRIDOR FIRE-RESISTANCE RATING

REQUIREDCODE ITEM PROVIDED NOTES

STAIR WIDTH

COMMON PATH OF EGRESS TRAVEL

EXIT ACCESS TRAVEL DISTANCE

DEAD ENDS

MINIMUM NUMBER OF EXITS FOR

OCCUPANT LOAD

VERTICAL EXIT ENCLOSURES

GUARDS

112.8" 165" 493 OCCUPANTS x 0.2 = 112.8"

(3) EXITS WITH 33"

(1) EXIT WITH 66"

44" VARIES, 48" MIN.

IBC 1006.2.1.1

0 0

N/A N/A

75'-0" 63'-0"

250'-0" 154'-0"

20'-0" N/A

3 4

N/A N/A

OCCUPANTS W.C. RATIO W.C. REQUIRED LAV RATIO LAV REQUIRED

1/25 FIRST 50

1/50 REST

3.78 MALE139 MALE 2.74 MALE1/40 FIRST 80

1/80 REST

534TOTAL

CODE FIXTURE REQUIREMENTS PER OCCUPANCY GROUP

139 FEMALE 3.78 FEMALE 2.74 FEMALE

4.8 (5) MALE 3.38 (4) MALE

5.75 (6) FEMALE 3.38 (4) FEMALE

DRINKING FOUNTAIN

RATIO

DRINKING FOUNTAIN

REQUIRED

2.78

3.29 (4)

1/100

NOTE: NO FAMILY ASSIST TOILET IS REQUIRED AS TOTAL WC FIXTURE COUNT FOR A-3 IS LESS THAN 6.

128 MALE 1/125 (MALE)

1/65 (FEMALE)

1/200A-3

128 FEMALE

1.02 MALE

1.97 FEMALE

0.64 MALE

0.64 FEMALE

0.5121/500

Aa = 38,000sf + [9,500sf x .75] = 45,125sf

(164 SF OF AREA IS

CANOPY)

LIFE SAFETY CODE NOTES:

LSC 12.2.2.2.1 ASSEMBLY EXIT DOORS REQUIRE PANIC HARDWARE

LSC TABLE 12.2.3.2 ASSEMBLY EXITING (3) DOORS PROVIDE 99" EXIT CAPACITY FOR REQUIRED 44"

LSC 12.2.3.6.2 MAIN ENTRY PROVIDES MORE THAN 2/3 CAPACITY

44" x .66 = 29.04" MIN. FRONT DOORS PROVIDE 66" CAPACITY

LSC 12.7.9.1.1 SEATS IN AUDITORIUM ARE ALLOWED TO BE MOBILE IF NO MORE THAN 200

PER IPC 410.3, SUBSTITUTION:

...WHERE DRINKING FOUNTAINS ARE REQUIRED, WATER COOLERS OR BOTTLED WATER DISPENSERS SHALL BE PERMITTED TO BE SUBSTITUTED

FOR NOT MORE THAN 50 PERCENT OF THE REQUIRED NUMBER OF DRINKING FOUNTAINS.

2015 NFPA LIFE SAFETY CODE (LSC)

SCHEDULE OF U-VALUES

COMPONENT U FACTOR R VALUE

ROOF

EXTERIOR WALLS

EXTERIOR WINDOWS

EXTERIOR DOORS (HM)

FLOORS

CEILINGS

.024

.051

41.10

19.75

10.00

.48 2.08

1.48 0.675

1.1 0.91

ACCESSIBLE FEATURES ARE NOT PROVIDED FOR AV/CONTROL ROOM 111D, PER NATIONAL GUARD.

567 SF

ASSEMBLY A-3

(81PPL)

593 SF

BUSINESS - ACCESSORY

187 SF

BUSINESS - ACCESSORY

51 SF

BUSINESS - ACCESSORY

56 SF

BUSINESS - ACCESSORY

75 SF

BUSINESS - ACCESSORY

138 SF

BUSINESS B

(2PPL)

156 SF

BUSINESS - ACCESSORY

51 SF

BUSINESS - ACCESSORY

(2PPL)

90 SF

BUSINESS B731 SF

BUSINESS B

(8PPL)

521 SF

BUSINESS B

(6PPL)

301 SF

BUSINESS B - ASSEMBLY -

TABLES & CHAIRS

(21PPL)

288 SF

BUSINESS B

(3PPL)

320 SF

BUSINESS B

390 SF

BUSINESS B

192 SF

BUSINESS B

(1PPL)

238 SF

BUSINESS B - ASSEMBLY -

TABLES & CHAIRS

(16PPL)

353 SF

BUSINESS B

(4PPL)109 SF

BUSINESS B

340 SF

BUSINESS B - ASSEMBLY -

CHAIRS

(49PPL)

65 SF

BUSINESS B

(1PPL)

171 SF

BUSINESS B

(2PPL)

168 SF

BUSINESS B

(2PPL)

157 SF

BUSINESS B

(2PPL)

157 SF

BUSINESS B

(2PPL)

157 SF

BUSINESS B

(2PPL)

157 SF

BUSINESS B

(2PPL)

157 SF

BUSINESS B

(2PPL)

106 SF

BUSINESS B

(2PPL)

139 SF

BUSINESS B

(2PPL)

2194 SF

BUSINESS B

661 SF

BUSINESS B - ASSEMBLY -

TABLES & CHAIRS

(45PPL)

47 SF

BUSINESS B

375 SF

BUSINESS B

(4PPL)

253 SF

BUSINESS B

(3PPL) 185 SF

BUSINESS B

(2PPL)

183 SF

BUSINESS B

(2PPL)

2516 SF

BUSINESS B

(26PPL)

69 SF

BUSINESS B

10' - 3 3/4"

BUILDING AREA LEGEND

ASSEMBLY A-3

BUSINESS - ACCESSORY

BUSINESS B

BUSINESS B - ASSEMBLY - CHAIRS

BUSINESS B - ASSEMBLY - TABLES & CHAIRS

EXIT

330 OCCUPANTS

EXIT

165 OCCUPANTS

EXIT

165 OCCUPANTS

EXIT

165 OCCUPANTS

917 SF

BUSINESS B

(10PPL)

1642 SF

BUSINESS B

(17PPL)

*CORRIDOR SERVES 141 PPL = 29" MIN.

*CORRIDOR SERVES 115 PPL

COMMON PATH OF

TRAVEL = 63'-0"

EXIT ACCESS TRAVEL

DISTANCE = 158'-8"

(MECHANICAL/COMMUNICATION ROOMS, ETC.)

FIXED SEATS:

9 ROWS OF SEATS, 9 SEATS PER ROW = 81 OCCUPANTS

+ 1 ROW OF SEATS, 7 SEATS PER ROW = 88 OCCUPANTS

SEATS @ 25"W x 24"D EACH

AISLES SHALL HAVE 44" EACH (LSC 12.2.3.2) (12.2.5.6.3)

AISLE ACCESSWAY SHALL HAVE 12" EACH (LSC 12.2.5.5.2)

MOBILE SEATS:

9 ROWS OF CHAIRS,

12 SEATS PER ROW =

108 OCCUPANTS

SEATS @ 20"W x 21-

1/4"D EA.

AISLES SHALL HAVE

44" EACH (LSC

12.2.3.2)

AISLE ACCESSWAY

SHALL HAVE 12" EACH

(LSC 12.2.5.5.2)

99 SF

BUSINESS B

(1PPL)

174 SF

BUSINESS B

(2PPL)

157 SF

BUSINESS B

(2PPL)

172 SF

BUSINESS - ACCESSORY

105 SF

BUSINESS - ACCESSORY

214 SF

BUSINESS B

(3PPL)

260 SF

BUSINESS B

(3PPL)

129 SF

BUSINESS B

(2PPL)

171 SF

BUSINESS B

(2PPL)

49 SF

ASSEMBLY A-3

(7PPL)

1169 SF

ASSEMBLY A-3

(167PPL)

60 SF

BUSINESS B

AUDITORIUM 111A

AUDITORIUM OCCUPANCY = 196

AUDITORIUM EXITS = 4

CAPACITY OF EXITS = 660

87 SF

BUSINESS - ACCESSORY

91 SF

BUSINESS B

2 HOUR RATED WALL, UL U412

566 SF

ASSEMBLY A-3

(81PPL)

56 SF

ASSEMBLY A-3

(8PPL)

619 SF

ASSEMBLY A-3

(89PPL)

502 SF

ASSEMBLY A-3

(72PPL)

FIXED SEATS:

9 ROWS OF SEATS, 9 SEATS PER ROW = 81

OCCUPANTS SEATS @ 25"W x 24"D EACH

AISLES SHALL HAVE 44" EACH (LSC 12.2.3.2)

AISLE ACCESSWAY SHALL HAVE 12" EACH (LSC

12.2.5.5.2)

MOBILE SEATS:

5 ROWS OF CHAIRS, 10

SEATS PER ROW = 50

OCCUPANTS

SEATS @ 20"W x 21-1/4"D EA.

AISLES SHALL HAVE 44"

EACH (LSC 12.2.3.2)

(12.5.5.6.3)

AISLE ACCESSWAY SHALL

HAVE 12" EACH (LSC

12.2.5.5.2)

FIXED SEATS:

8 OCCUPANTS

SEATS @ 25"W x 24"D

EACH

MOBILE SEATS:

50 OCCUPANTS

SEATS @ 20"W x 21-

1/4"D EA.

AISLES SHALL HAVE

44" EACH (LSC 12.2.3.2)

AISLE ACCESSWAY

SHALL HAVE 12" EACH

(LSC 12.2.5.5.2)

AUDITORIUM 111A

AUDITORIUM OCCUPANCY = 88

AUDITORIUM EXITS = 2

CAPACITY OF EXITS = 330

AUDITORIUM 111B

AUDITORIUM OCCUPANCY = 46

AUDITORIUM EXITS = 2

CAPACITY OF EXITS = 330

AUDITORIUM 111C

AUDITORIUM OCCUPANCY = 50

AUDITORIUM EXITS = 2

CAPACITY OF EXITS = 330

111A

111C111B

POND &

COMPANY

COLUMBIA, S.C.

B-98107

UTH CARO

E T

A T

ARCH

I T

E C

T S

DERET

S I

G E

JESSE CURTIS

DAVIS, JR.

COLUMBIA

UTOSFO

ETATS

I STERED ARCH I TEC

ILORACH

1 2 3 4 5 6

1122 LADY STREET, SUITE 810 COLUMBIA, SOUTH CAROLINA 29201

PHONE (803) 799-6502 www.pondco.com FAX (803) 799-2014

2 3 4

5 6

McENTIRE PROJECT NO.:

M C

E V

O C

A L \R

-1

M c E n ti re

C E

N T

R A

L w h it e l.

rv t

G0.3

1170094

LSW

02.24.2017

CODE ANALYSIS

EASTOVER, SOUTH CAROLINA

McENTIRE JOINT NATIONAL GUARD

BASE

REPLACE OPERATIONS AND

TRAINING FACILITY

B-3 SUBMITTAL

PSTE 009070

OCCUPANCY AREA

MAXIMUM AREA

ALLOWED PER

OCCUPANT

CALCULATED

OCCUPANCY LOAD

ASSEMBLY A-3 1,784 SF 7 254.90

BUSINESS - ACCESSORY 1,532 SF 300 5.11

BUSINESS B 14,302 SF 100 143.01

BUSINESS B - ASSEMBLY - CHAIRS 340 SF 7 48.51

BUSINESS B - ASSEMBLY - TABLES &

CHAIRS

1,200 SF 15 79.98

Grand total 19,156 SF 531.51

1/16" = 1'-0"

BUILDING AREA PLAN

(AREA DOES NOT INCLUDE CANOPIES &

CIRCULATION AREA IN AUDITORIUM)

NET

GROSS

1/16" = 1'-0"

BUILDING AREA PLAN (ABI #2)

AUDITORIUM ANAYSIS:

THIS AUDITORIUM WOULD HAVE A CAPACITY OF 257 OCCUPANTS. AS

DESIGNED, THE NUMBER OF EXITS IS SUFFICIENT. IN ORDER TO

ALLOW FOR THE COMBINATION OF FIXED AND MOBILE SEATING, THE

AUDITORIUM DESIGN IS LIMITED TO 196 OCCUPANTS, AS SHOWN IN

THE BASE BID DESIGN.

(255)

(6)

(143)

(49)

(81)

(534)

1226 YEAMANS HALL ROAD

HANAHAN, SC 29410

843-566-0161 fax 843-566-0162 ADCENGINEERING.COM

REV# DATE

AA BB

C623

G C621

A A

843-566-0161 fax 843-566-0162 ADCENGINEERING.COM

REV# DATE

SILT FENCE ROCK OUTLET

ELEVATION - UP-SLOPE FACE

SECTION A-A

843-566-0161 fax 843-566-0162 ADCENGINEERING.COM

REV# DATE

D U M P S T E R

S O

U T

H C

A R

O L

A R

ARIZONA RD.

A1.0

ABI #1 BOUNDARY

A1.0

MECHANICAL YARD

R S

" E A

C H

1' - 0"

7 TREADS @ 12" EACH

7' - 0"1' - 0"1' - 0"

CAST-IN-PLACE CONCREETE

STAIRS - SEE STRUCTURAL FOR

REINFORCING REQUIREMENTS

REINFORCED CONCRETE

SLAB-ON-GRADE

1-1/2" GALV. STEEL PIPE RAIL

PER ADA REGULATIONS (TYP.)

CAST ALUMINUM SAFETY

NOSING (TYP.)

REINFORCED CONCRETE

SLAB-ON-GRADE

1/2" ISOLATION JOINT

CONCRETE CHEEK WALL - SEE

CIVIL

2' - 0"

1' - 6"

1' - 0"

R S

" E A

C H

1' - 0" 1' - 0"

6 TREADS @ 12" EACH

6' - 0" 1' - 0"

1-1/2" GALV. STEEL PIPE RAIL

PER ADA REGULATIONS (TYP.)

CAST-IN-PLACE CONCREETE

STAIRS - SEE STRUCTURAL FOR

REINFORCING REQUIREMENTS

1/2" ISOLATION JOINT

REINFORCED CONCRETE

SLAB-ON-GRADE

1/2" ISOLATION JOINT

REINFORCED CONCRETE

SLAB-ON-GRADE

CONCRETE CHEEK WALL - SEE

CIVIL

2' - 0"

1' - 6"

1' - 0"

CAST ALUMINUM SAFETY

NOSING (TYP.)

A1.0A1.0

POURED CONCRETE STAIRS WITH ALUMINUM NOSING - STAIR

TREADS TO SLOPE 1/8" PER FOOT AWAY FROM RISER

1-1/2" GALV. STEEL PIPE RAIL

PER ADA REGULATIONS (TYP.)

1/ 2"

CAST ALUMINUM SAFETY

NOSING (TYP.)

CONCRETE CHEEK WALL - SEE

CIVIL

A1.0A1.0

1/ 2"

6" 6"

CAST ALUMINUM SAFETY

NOSING (TYP.)

CAST-IN-PLACE CONCREETE

STAIRS - SEE STRUCTURAL FOR

REINFORCING REQUIREMENTS

1-1/2" GALV. STEEL PIPE RAIL

PER ADA REGULATIONS (TYP.)

A1.0A1.0

CONCRETE CHEEK WALL - SEE

CIVIL

1-1/2" GALV. STEEL PIPE RAIL

PER ADA REGULATIONS (TYP.)

1 1/2" 1 1/2"

CAST-IN-PLACE CONCREETE

STAIRS - SEE STRUCTURAL FOR

REINFORCING REQUIREMENTS

CONCRETE CHEEK WALL - SEE

CIVIL

ADDITIVE BID ITEMS

ABI #1: PARKING, SIDEWALKS AND SITE LIGHTING

ABI #2: AUDITORIUM FOLDING PARTITIONS (SEE A1.3)

ABI #3: DEMOUNTABLE MODULAR WALL SYSTEM (SEE A1.1 FOR LOCATIONS,

A3.5 FOR WALL TYPES)

EJ (EXPANSION JOINT)EJ

POND &

COMPANY

COLUMBIA, S.C.

B-98107

UTH CARO

E T

A T

ARCH

I T

E C

T S

DERET

S I

G E

JESSE CURTIS

DAVIS, JR.

COLUMBIA

UTOSFO

ETATS

I STERED ARCH I TEC

ILORACH

1 2 3 4 5 6

1122 LADY STREET, SUITE 810 COLUMBIA, SOUTH CAROLINA 29201

PHONE (803) 799-6502 www.pondco.com FAX (803) 799-2014

2 3 4

5 6

McENTIRE PROJECT NO.:

M C

E V

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M c E n ti re

C E

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R A

L w h it e l.

rv t

A1.0

1170094

LSW

02.24.2017

SITE PLAN

EASTOVER, SOUTH CAROLINA

McENTIRE JOINT NATIONAL GUARD

BASE

REPLACE OPERATIONS AND

TRAINING FACILITY

B-3 SUBMITTAL

1" = 40'-0"A1.0

C1 SITE PLAN

1/2" = 1'-0"A1.0 A1.0

C4 SECTION AT EXTERIOR STAIR #2 (ABI #1)

1/2" = 1'-0"A1.0 A1.0

D4 SECTION AT EXTERIOR STAIR #1 (ABI #1)

1/4" = 1'-0"A1.0 A1.0

C5 ENLARGED EXTERIOR STAIR #2 (ABI #1)

1/4" = 1'-0"A1.0 A1.0

D5 ENLARGED EXTERIOR STAIR #1 (ABI #1)

1 1/2" = 1'-0"A1.0 A1.0

A5 HANDRAIL SECTION (ABI #1)

SCALE: 1/2" = 1'-0"

0' 4'2'

SCALE: 1/2" = 1'-0"

0' 4'2' 0' 2' 4'

SCALE: 1/4" = 1'-0"

0' 2' 4'

SCALE: 1/4" = 1'-0"

0' 2'1'

SCALE: 1 1/2" = 1'-0"

SCALE: 1" = 40'-0"

40'0' 80' 160'

1/8" = 1'-0"A1.0 A1.0

B4 ENTRY SIDEWALK SCORING PATTERN

SCALE: 1/8" = 1'-0"

0' 16' 32'

REF.

A2.1

A2.1 B1

A2.1

A3.2A1.1

A3.1A1.1 D1

A3.1A1.1

SECURE ACCESS AREA

CUSTOMER SERVICE

WAITING

HONOR GUARD

LOCKERS

MEN

WOMEN

ENCLAVE

103A

JAN

VIDEO EDITING

119A

AUDITORIUM

111A

WING COMMANDER

VICE COMMANDER

COMMAND CHIEF /

FIRST SGT

MULTIMEDIA STUDIO

SMALL CONFERENCE

ROOM

BREAK ROOM

VESTIBULE

LARGE CONFERENCE

STOR.

RECRUITING

SUPERVISOR/

RETENTION

EQUAL OPPORTUNITY

126INSPECTOR GENERAL

(2)

FSS COMMANDER

FM OFFICER

ELEC CLOSET

SPRINKLER RISER

A3.4A1.1

CORRIDOR

C O

R R

CORRIDOR

C O

R R

CORRIDOR

OPEN WORK AREA

C O

R R

OPEN WORK AREA

CORRIDOR

OPEN WORK AREA

VESTIBULE

WING COMMAND

SHOWER

105A

101A

104 102

111A

103B

111B

117118

148 147

125127131

134 132 126

103C

149B

149A

156157158A

103A

106106

A3.2A1.1

A4.1

FEC

DSDSDSDSDSDSDSDS

DS DS DS DS DS DS DS DS

DS DS

VENDING - N.I.C.

(2) 4' X 16' OVERHEAD STORAGE

SHELVES, SUPER WALL

PLATFORM BY STRONG RACKS OR

APPROVED EQUAL. SHELVES TO

BE MOUNTED 6'-8" AFF.

BASE AND WALL CABINETS

101B

A B C E G L P R

D J QNF H

1.1

G.3 G.7

119A

ENCL.

LEGAL OFFICER

WING PLANS

MSG DEPUTY

COMMANDER

MSG COMMANDER

TESTING AND TRAINING

MECHANICAL

CHAPLAIN

DPH

SAPR/SARC

COMM

WELLNESS

COFFEE BAR

STORAGE

EXEC SUPPORT

OFFICE

111D 111C

119C

124A

128130

158B

WOMEN

MEN

A4.1

A3.2A1.1

A1.1

A4.2

119B

W1W1W1W1W1 W1 W4

W4 W1 W1 W1 W1

S1A

S1S1

S1A

S1 S1

S1A

S1 M3 S1A

S1A

S1AS1

S1 S1

S1A

S1 S1S1

S1S1

S1S1S1

S1A

M2 M1

M1 M2 M2 M1 M2 M1

M1 M2 M2 M1

M1M1M1

M2 M1

S7S7

S7 S7

A8.5 A1

PA OPEN WORK AREA

S1A

SHOWER

106B

SHOWER

106A

POCKET

111E

A4.2

STOR.

STORAGE

A/V CONTROL

111D

HONOR GUARD

EQUIPMENT STORAGE

111E

A1.3

SIM.

105B

STORAGE

105B

A4.1

A8.5

A8.4

A8.5

S7 S7

S7S7

A4.2

BIKE RACK - SEE CIVIL

A4.2

S1A

S1 S1

A2.1A1.1

S1A

111E

155 137

A8.6 B4

ABI #2

A8.6 B4

S im

124B

160A 160B

124C

WATER HEATER

124A

M3A M3A

SIM

A3.4A1.1

ELECTRICAL

88 - FIXED AUDIENCE SEATING

WITH ANTI-PANIC TABLET ARMS

- SEDIA SYSTEMS, J30 MODEL,

OR APPROVED EQUAL

AWING ABOVE

AWING

ABOVE

AWNING ABOVE

AWING ABOVE

S1A

A3.3A1.1

S1A

FLOOR PLAN LEGEND

EXTERIOR WALLS - SEE WALL TYPES

INTERIOR WALLS - SEE WALL TYPES, SHEET A3.5

FEC RECESSED FIRE EXTINGUISHER CABINET WITH FIRE EXTINGUISHER

DEMOUNTABLE MODULAR WALL SYSTEM, D1 (ABI #3)

DS DOWNSPOUT AND SPLASH BLOCK

WALL MOUNTED TELEVISION, TO BE PROVIDED BY GOVERNMENT,

BLOCKING TO BE PROVIDED BY CONTRACTOR

2 HOUR RATED WALL TO BE UL U412 - EXTEND TO ROOF DECK ABOVE

CMU WALLS - SEE WALL TYPES

ADDITIVE BID ITEMS

ABI #1: PARKING, SIDEWALKS AND SITE LIGHTING

ABI #2: AUDITORIUM FOLDING PARTITIONS (SEE A1.3)

ABI #3: DEMOUNTABLE MODULAR WALL SYSTEM (SEE A1.1 FOR LOCATIONS,

A3.5 FOR WALL TYPES)

2"3 5/

1/ 4"

2" 6"

5/ 8"

6' - 0"

FACE BRICK VENEER ACCENT

COLOR - RECESSED 1"

FACE BRICK VENEER

POLYISOCYANURATE RIGID

CAVITY WALL INSULATION (R-16

MIN.) - EXTEND TIGHT TO METAL

DECK, SEAL WITH CAULK

5/8" TYPE GYPSUM BOARD 6" METAL STUDS @ 16" O.C.

BLAST RESISTANT ALUMINUM

STOREFRONT SYSTEM

SPLIT-FACE CONCRETE UNIT

MASONRY SILL

SOLID SURFACE WINDOW SILL - SEE

FINISH SCHEDULE

MASONRY VENEER ANCHORS

@ 16" O.C. EACH WAY

WEATHER RESISTIVE

MEMBRANE

COLD-FORMED JAMB

EXTENSION PLATE - SEE

STRUCTURAL

ABI #3 CLARIFICATION

ALL WALL TAGS ON THIS SHEET INDICATE BASE BID WALL TYPES. WALL TAGS

INDICATED AS "S1" THAT ARE SHADED DENOTE ABI #3, WALL TYPE "D1".

POND &

COMPANY

COLUMBIA, S.C.

B-98107

UTH CARO

E T

A T

ARCH

I T

E C

T S

DERET

S I

G E

JESSE CURTIS

DAVIS, JR.

COLUMBIA

UTOSFO

ETATS

I STERED ARCH I TEC

ILORACH

1 2 3 4 5 6

1122 LADY STREET, SUITE 810 COLUMBIA, SOUTH CAROLINA 29201

PHONE (803) 799-6502 www.pondco.com FAX (803) 799-2014

2 3 4

5 6

McENTIRE PROJECT NO.:

M C

E V

O C

A L \R

-1

M c E n ti re

C E

N T

R A

L w h it e l.

rv t

A1.1

1170094

LSW

02.24.2017

FLOOR PLAN

EASTOVER, SOUTH CAROLINA

McENTIRE JOINT NATIONAL GUARD

BASE

REPLACE OPERATIONS AND

TRAINING FACILITY

B-3 SUBMITTAL

PSTE 009070

1/8" = 1'-0"A1.1

B1 FLOOR PLAN

SCALE: 1/8" = 1'-0"

0' 16' 32'

GROSS BUILDING AREA: 20,843 SF

1 1/2" = 1'-0"A1.1 A1.1

A1 ENLARGED EXTERIOR WALL DETAIL 0' 2'1'

SCALE: 1 1/2" = 1'-0"

4 2

WALL DESIGNATION

A B C E G L P R

D J QNF H

1.1

G.3 G.7

SECURE ACCESS AREA

CUSTOMER SERVICE

WAITING

HONOR GUARD

LOCKERS

MEN

WOMEN

ENCLAVE

103A

JAN

VIDEO EDITING

119A

AUDITORIUM

111A

AUDITORIUM

111C

AUDITORIUM

111B

57' - 8"194' - 4"

WING COMMANDER

VICE COMMANDER

COMMAND CHIEF /

FIRST SGT

MULTIMEDIA STUDIO

SMALL CONFERENCE

ROOM

BREAK ROOM

VESTIBULE

LARGE CONFERENCE

STOR.

5" 7"

RECRUITING

SUPERVISOR/

RETENTION

EQUAL OPPORTUNITY

INSPECTOR GENERAL

(2)

FSS COMMANDER

FM OFFICER

10' - 0" 5" 10' - 5" 11' - 2" 5" 11' - 2" 11' - 4"

ELEC CLOSET

6' - 8" 10' - 0" 6' - 8" 17' - 4" 6' - 8" 17' - 4" 6' - 8" 17' - 4" 6' - 8" 17' - 4" 6' - 8" 20' - 4" 31' - 4" 6' - 8" 10' - 0" 6' - 8"

8" 6'

4" 9'

4" 5'

SPRINKLER RISER

6' - 8" 10' - 0" 6' - 8" 17' - 4" 6' - 8" 17' - 4" 6' - 8" 17' - 4" 6' - 8" 11' - 4" 6' - 4" 8' - 0" 3' - 4" 2' - 0" 10' - 0" 30' - 8" 6' - 4" 20' - 8" 3' - 4" 10' - 8"

208' - 0"

9" 13' - 11" 10' - 6" 10' - 6" 54' - 4 3/8" 13' - 8 5/8" 1' - 7 3/8" 13' - 6 1/8" 17' - 7 3/4" 4' - 7 1/4" 16' - 10 1/8" 3' - 9 3/8" 5' - 7 1/2" 14' - 2 1/8" 9' - 7 5/8" 8' - 11 1/2" 4' - 8 1/2" 9"

1' - 2 3/8"9"

9" 9"

21' - 8" 11' - 8" 4' - 6" 7' - 1" 2' - 11" 22' - 0" 22' - 11" 4' - 6" 7" 19' - 10" 8' - 9" 8' - 1" 9' - 6" 3' - 7" 5' - 4" 4' - 4 1/4" 8' - 11 3/4"

4' - 5 1/4" 26' - 0 3/4" 17' - 9" 2 1/4" 9"

113' - 1" 8' - 2" 14' - 6 1/4" 7' - 5 3/4" 10' - 8" 7' - 1" 15' - 10" 13' - 7 1/4"

1/ 4"

7/ 8"

4" 4'

3/ 4"

9" 2'

2" 8'

1/ 4"

2' - 5 1/4" 44' - 0"

4" 7'

1/ 4"

2" 5'

1/ 2"

3' - 0"

4" 8'

10' - 6" 10' - 6" 10' - 6" 10' - 6" 5' - 10"

5' - 4" 11' - 4" 8' - 0" 11' - 4" 8' - 0"

44' - 0"

CORRIDOR

C O

R R

CORRIDOR

C O

R R

CORRIDOR

OPEN WORK AREA

C O

R R

OPEN WORK AREA

CORRIDOR

OPEN WORK AREA

VESTIBULE

WING COMMAND

SHOWER

105A

1' - 2 3/8"

10' - 5" 11' - 10" 10' - 11"

7' - 8" 26' - 3" 4" 21' - 0" 10" 11' - 2"

15' - 8"

57' - 8"

8' - 8" 23' - 4" 24' - 0" 24' - 0" 24' - 0" 15' - 6" 32' - 6" 24' - 0" 23' - 8" 8' - 4"

5' - 6" 5' - 8"

ENCL.

LEGAL OFFICER

WING PLANS

MSG DEPUTY

COMMANDER

MSG COMMANDER

TESTING AND TRAINING

7' - 8" 28' - 0" 19' - 7" 26' - 4 3/8" 1 5/8" 8' - 3 3/8" 8' - 3" 5' - 5 5/8"

6 3/8"

10' - 6" 9' - 8 1/2" 7 5/8" 15' - 4 3/8" 7 5/8"

MECHANICAL

CHAPLAIN

DPH

SAPR/SARC

COMM

WELLNESS

COFFEE BAR

6' - 7 1/2" 9' - 4 1/2"

5/ 8"

STORAGE

EXEC SUPPORT

12' - 0" 16' - 0" 5' - 8" 16' - 0" 8' - 0"

OFFICE

WOMEN

MEN

10' - 0" 5' - 8" 8' - 5 1/4"

3' - 0"

252' - 0"

PA OPEN WORK AREA

4" 3'

0" 3'

SHOWER

106B

SHOWER

106A

POCKET

111E

STOR.

" M

4" 8'

HONOR GUARD

EQUIPMENT STORAGE

STORAGE

7' - 2 3/4" 6' - 1 1/4"

A/V CONTROL

111D

4" 6'

WALL TO ALIGN WITH

CEILING SOFFIT

4' - 4 1/4"

8' - 11 3/4"

2' - 9"

7" 5'

" M

4' - 6" 3' - 0"

6' - 3"

WATER HEATER

124A

" C

12" CLEAR

15' - 5 1/2"

88 - FIXED AUDIENCE SEATING

WITH ANTI-PANIC TABLET ARMS

- SEDIA SYSTEMS, J30 MODEL,

OR APPROVED EQUAL

3' - 5"

2' - 9 5/8"

WALK OFF GRILL

10' - 0"

WALK-OFF GRILL

6' - 4"

POND &

COMPANY

COLUMBIA, S.C.

B-98107

UTH CARO

E T

A T

ARCH

I T

E C

T S

DERET

S I

G E

JESSE CURTIS

DAVIS, JR.

COLUMBIA

UTOSFO

ETATS

I STERED ARCH I TEC

ILORACH

1 2 3 4 5 6

1122 LADY STREET, SUITE 810 COLUMBIA, SOUTH CAROLINA 29201

PHONE (803) 799-6502 www.pondco.com FAX (803) 799-2014

2 3 4

5 6

McENTIRE PROJECT NO.:

M C

E V

O C

A L \R

-1

M c E n ti re

C E

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L w h it e l.

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A1.2

1170094

LSW

02.24.2017

DIMENSION FLOOR PLAN

EASTOVER, SOUTH CAROLINA

McENTIRE JOINT NATIONAL GUARD

BASE

REPLACE OPERATIONS AND

TRAINING FACILITY

B-3 SUBMITTAL

PSTE 009070

1/8" = 1'-0"A1.2

B1 DIMENSION FLOOR PLAN

SCALE: 1/8" = 1'-0"

0' 16' 32'

BRACING FOR STUD WALLS ABOVE CEILING - SEE A3.5

OS OS

S S

P R

HONOR GUARD

LOCKERS

AUDITORIUM

111A

AUDITORIUM

111C

AUDITORIUM

111B

9 3/4" 6' - 5 1/4" 41' - 3" 11 1/4"

2' - 5 1/4" 44' - 0"

3' - 0"

5' - 4" 11' - 4" 8' - 0" 11' - 4" 8' - 0"

44' - 0"

111A

111B

57' - 8"

DS DS

STORAGE

12' - 0" 16' - 0" 5' - 8" 16' - 0" 8' - 0"

111D 111C

8' - 5 1/4"

3' - 0"

A1.3

POCKET

111F

111H

A/V CONTROL

111D

111E

111F

HONOR GUARD

EQUIPMENT STORAGE

111G

15' - 5 1/2"

" C

12" CLEAR

88 - FIXED AUDIENCE SEATING

WITH ANTI-PANIC TABLET ARMS

- SEDIA SYSTEMS, J30 MODEL,

OR APPROVED EQUAL

OPERABLE PARTITION (ABI #2)OPERABLE PARTITION (ABI #2)

6"X6" GUTTER ASSEMBLY

AWNING

METAL SOFFIT PANEL

CORRIDOR

AUDITORIUM

111A

AUDITORIUM

111B

AUDITORIUM

111C

6"X6" GUTTER ASSEMBLY

16' - 0" A.F.F.

15' - 6" A.F.F.

16' - 0" A.F.F.

A1.3A1.3

N P Q R

12' - 0" A.F.F.

9' - 4" A.F.F.

12' - 0" A.F.F.

MOTORIZED

PROJECTION

SCREEN

MOTORIZED

PROJECTION

SCREEN

A1.3A1.3

15' - 6" A.F.F.

3-5/8" METAL STUDS @ 16" O.C.

5/8" TYPE GYPSUM BOARD

ACOUSTICAL CEILING &

SUSPENSION SYSTEM

6' - 5 1/4"

15' - 6"

16' - 0"

STRUCTURAL STEEL BEAM -

SEE STRUCTURAL FRAMING

PLANS

OPERABLE PARTITION (ABI #2)

HANGAR

BRACKET

HANGAR

ROD

TRACK

GUIDE

16' - 8"

FACE BRICK VENEER - ACCENT

COLOR - RECESSED 1"

5/8" TYPE GYPSUM BOARD

6" METAL STUDS @ 16" O.C.

POLYISOCYANURATE RIGID

CAVITY WALL INSULATION (R-16

MIN.) - EXTEND TIGHT TO METAL

DECK, SEAL WITH CAULK

FACE BRICK VENEER

POLYISOCYANURATE RIGID

CAVITY WALL INSULATION (R-16

MIN.) - EXTEND TIGHT TO METAL

DECK, SEAL WITH CAULK

HOLLOW METAL DOOR AND

FRAME

AUDITORIUM

111C

8' - 0"

A3.3A1.3

POCKET

111E

4"X5" DOWNSPOUT ASSEMBLY

WITH SPLASH BLOCKS

STRUCTURAL STEEL COLUMN -

SEE STRUCTURAL FRAMING

PLANS

OPERABLE PARTITION (ABI #2)

7/ 8"

1' - 1 3/4" 5' - 7 1/4" 1' - 3 5/8"

POND &

COMPANY

COLUMBIA, S.C.

B-98107

UTH CARO

E T

A T

ARCH

I T

E C

T S

DERET

S I

G E

JESSE CURTIS

DAVIS, JR.

COLUMBIA

UTOSFO

ETATS

I STERED ARCH I TEC

ILORACH

1 2 3 4 5 6

1122 LADY STREET, SUITE 810 COLUMBIA, SOUTH CAROLINA 29201

PHONE (803) 799-6502 www.pondco.com FAX (803) 799-2014

2 3 4

5 6

McENTIRE PROJECT NO.:

M C

E V

O C

A L \R

-1

M c E n ti re

C E

N T

R A

L w h it e l.

rv t

A1.3

1170094

LSW

02.24.2017

ABI #2 OPERABLE PARTITIONS

EASTOVER, SOUTH CAROLINA

McENTIRE JOINT NATIONAL GUARD

BASE

REPLACE OPERATIONS AND

TRAINING FACILITY

B-3 SUBMITTAL

PSTE 009070

1/8" = 1'-0"A2.1 A1.3

B5 FLOOR PLAN - ABI #20' 1' 2'

SCALE: 3/4" = 1'-0" SCALE: 1/8" = 1'-0"

0' 16' 32'

1/8" = 1'-0"A2.1 A1.3

B3 REFLECTED CEILING PLAN

SCALE: 1/8" = 1'-0"

0' 16' 32'

1 1/2" = 1'-0"A1.3 A1.3

A1 SOFFIT DETAIL @ BEAM (ABI #2)

0' 1' 2'

SCALE: 3/4" = 1'-0" 3/4" = 1'-0"A1.1 A1.3

CLOSET / OPERABLE PARTITION POCKET

(ABI #2)

OS OS

214' - 0" 44' - 0"

200' - 4" 57' - 8"

3' - 0"

STANDING SEAM METAL ROOF

SYSTEM

STANDING SEAM METAL ROOF

SYSTEM

BUILDING OUTLINE BELOW

6"X6" GUTTER ASSEMBLY

3' - 0"

BUILDING OUTLINE BELOW 6"X6" GUTTER ASSEMBLY 3' - 0"

0" 3'

3' - 0"

SIM

A3.2A1.4

SIM

A3.2A1.4

27' - 0" 20' - 0" 40' - 0" 40' - 0" 40' - 0" 20' - 0" 27' - 0"

25' - 0"

GUTTER EXPANSION JOINT GUTTER EXPANSION JOINT GUTTER EXPANSION JOINT GUTTER EXPANSION JOINT

GUTTER EXPANSION JOINT

GUTTER EXPANSION JOINT GUTTER EXPANSION JOINT GUTTER EXPANSION JOINT GUTTER EXPANSION JOINTGUTTER EXPANSION JOINT

20' - 0"

GUTTER EXPANSION JOINT

A1.4

SIM.

A1.4

A3 Sim

A1.4

Sim

GRAVITY VENTILATOR -

SEE MECHANICAL

VTR

TYP.

SIM

A3.2A1.4

SIM

A3.2A1.4

SIM

A3.2A1.4

AWNING

SIM

A2.1A1.1

LIGHTNING PROTECTION - SEE

ELECTRICAL

A3.3A1.1

AIR EXHAUST FLUE -

SEE MECHANICAL

WATER HEATER FLUE VENT -

SEE PLUMBING

ADDITIVE BID ITEMS

ABI #1: PARKING, SIDEWALKS AND SITE LIGHTING

ABI #2: AUDITORIUM FOLDING PARTITIONS (SEE A1.3)

ABI #3: DEMOUNTABLE MODULAR WALL SYSTEM (SEE A1.1 FOR LOCATIONS,

A3.5 FOR WALL TYPES)

A3.4A1.1

21' - 4"

G J

STRUCTURAL STEEL BEAM -

SEE STRUCTURAL FRAMING

PLANS

S7S7

BLAST RESISTANT ALUMINUM

STOREFRONT SYSTEM

AWNING

PAINTED GYPSUM BOARD

1 3/8" DEEP ALUMINUM INTERLOCKING

MODULAR SOFFIT PANELS WITH 3/4" REVEAL

- ALIGN REVEAL WITH STOREFRONT

MULLIONS

SUPPORT PLATE

TAPE MASTIC 7/8 TM CONT.

BOTTOM AND SIDES OF

CLOSURE

STANDING SEAM

METAL ROOF

PANEL

PRE-FINISHED METAL RIDGE CAP FLASHING

NEOPRENE CLOSURE

"Z" CLOSURE

PIPE FLASHING W/ PLEATED RUBBER BOOT AND

ALUMINUM REINFORCING RING SET IN SEALANT AND

SCREW ATTACHED

NEW STANDING SEAM METAL ROOF

NEW "ICE AND WATER" SHIELD

ROOF STRUCTURE & INSULATION

VENT PIPE

POND &

COMPANY

COLUMBIA, S.C.

B-98107

UTH CARO

E T

A T

ARCH

I T

E C

T S

DERET

S I

G E

JESSE CURTIS

DAVIS, JR.

COLUMBIA

UTOSFO

ETATS

I STERED ARCH I TEC

ILORACH

1 2 3 4 5 6

1122 LADY STREET, SUITE 810 COLUMBIA, SOUTH CAROLINA 29201

PHONE (803) 799-6502 www.pondco.com FAX (803) 799-2014

2 3 4

5 6

McENTIRE PROJECT NO.:

M C

E V

O C

A L \R

-1

M c E n ti re

C E

N T

R A

L w h it e l.

rv t

A1.4

1170094

LSW

02.24.2017

ROOF PLAN

EASTOVER, SOUTH CAROLINA

McENTIRE JOINT NATIONAL GUARD

BASE

REPLACE OPERATIONS AND

TRAINING FACILITY

B-3 SUBMITTAL

PSTE 009070

1/8" = 1'-0"A1.4

B1 ROOF PLAN

SCALE: 1/8" = 1'-0"

0' 16' 32'

1/4" = 1'-0"A1.4

A1 ENLARGED ROOF PLAN AT ENTRANCE

1 1/2" = 1'-0"A1.4

A4 SECTION @ RIDGE

1 1/2" = 1'-0"A1.4

A3 VENT PIPE DETAIL (VTR) 0' 2'1'

SCALE: 1 1/2" = 1'-0"

0' 2'1'

SCALE: 1 1/2" = 1'-0"

0' 2' 4'

SCALE: 1/4" = 1'-0"

FINISH FLOOR

LOW EAVE HEIGHT

14' - 4"

HIGH BEARING

19' - 6"

STANDING SEAM METAL ROOF

SYSTEM

BLAST RESISTANT ALUMINUM

CURTAIN WALL SYSTEM

BLAST RESISTANT ALUMINUM

STOREFRONT SYSTEM

FACE BRICK VENEER ACCENT

COLOR - RECESSED 1"

FACE BRICK VENEERSPLIT-FACE CONCRETE UNIT

MASONRY SILL

6"X6" GUTTER ASSEMBLY

16' - 0"8' - 0"

3' - 0"

18' - 8"

AWNING

SPLIT-FACE CONCRETE UNIT

MASONRY

BLAST RESISTANT ALUMINUM

STOREFRONT SYSTEM

4"X5" DOWNSPOUT ASSEMBLY

WITH SPLASH BLOCKS

SIGNAGE, PER BASE

STANDARDSAWNING

E J

J AWNING

FACE BRICK VENEER ACCENT

COLOR - RECESSED 1"

FACE BRICK VENEER FACE BRICK VENEER ACCENT

COLOR - RECESSED 1"

FACE BRICK VENEER ACCENT

COLOR - RECESSED 1"

FACE BRICK VENEER ACCENT

COLOR - RECESSED 1"

FACE BRICK VENEER ACCENT

COLOR - RECESSED 1"

FINISH FLOOR

LOW EAVE HEIGHT

14' - 4"

HIGH BEARING

19' - 6"

207' - 11" 44' - 0"

2' - 0"

4"X5" DOWNSPOUT ASSEMBLY

WITH SPLASH BLOCKS

STANDING SEAM METAL ROOF

SYSTEM

6"X6" GUTTER ASSEMBLY

FACE BRICK VENEER

FACE BRICK VENEER ACCENT

COLOR - RECESSED 1"

HOLLOW METAL DOOR AND

FRAME

SPLIT-FACE CONCRETE UNIT

MASONRY

BLAST RESISTANT ALUMINUM

STOREFRONT SYSTEM

201' - 4"6' - 7"

LOUVERS - SEE MECHANICAL,

FACTORY FINISHED TO MATCH

BRICK

E J

32' - 6"15' - 6"

LOUVERS - SEE MECHANICAL,

FACTORY FINISHED TO MATCH

BRICK

AWNING

E J

FINISH FLOOR

LOW EAVE HEIGHT

14' - 4"

HIGH BEARING

19' - 6"

4' - 0" 20' - 8" 5' - 4" 20' - 8" 4' - 0"

STANDING SEAM METAL ROOF

SYSTEM

FACE BRICK VENEER

4"X5" DOWNSPOUT ASSEMBLY

WITH SPLASH BLOCKS

6"X6" GUTTER ASSEMBLY

BLAST RESISTANT ALUMINUM

STOREFRONT SYSTEM

SPLIT-FACE CONCRETE UNIT

MASONRY SILL

3" / 12"

AWNING

FACE BRICK VENEER

AWNING

SPLIT-FACE CONCRETE UNIT

MASONRY

E J

E J E J

FACE BRICK VENEER

FACE BRICK VENEER ACCENT

COLOR - RECESSED 1"

FINISH FLOOR

LOW EAVE HEIGHT

14' - 4"

STANDING SEAM METAL ROOF

SYSTEM

6"X6" GUTTER ASSEMBLY

4"X5" DOWNSPOUT ASSEMBLY

WITH SPLASH BLOCKS

FACE BRICK VENEER ACCENT

COLOR - RECESSED 1"

SPLIT-FACE CONCRETE UNIT

MASONRY SILL

3" / 12"

AWNING

BLAST RESISTANT ALUMINUM

STOREFRONT SYSTEM

FACE BRICK VENEER SPLIT-FACE CONCRETE UNIT

MASONRY SILL

BLAST RESISTANT ALUMINUM

STOREFRONT SYSTEM

BLAST RESISTANT ALUMINUM

STOREFRONT SYSTEM

4" 8"

E J

AWNING

FACE BRICK VENEER ACCENT

COLOR - RECESSED 1"

LIGHTNING PROTECTION - SEE

ELECTRICAL

THREADED ADJUSTMENT ROD

WITH CLEVIS ATTACHED

MOUNTING PLATE

CANOPY MANUFACTURERS'S

STANDARD 1" DIAM HANGER

PIPE ASSEMBLY

BACKING PLATE BY

CANOPY MANUFACTURER

ALUM SUPPORT BEAM

ALUMINUM

FLASHING

SEALANT

TYPICAL EXTERIOR WALL;

SEE SHT A3.5

8" J-PROFILE

FASCIA

DECKING

THREADED ROD WITH CLEVIS

ATTACHED TO THROUGH WALL

EYEBOLT WITH STEEL BACKING PLATE

CLIP ANGLE

3' - 0"

7' - 10"

ALUM SUPPORT BEAM

8" J-PROFILE

FASCIA

DECKING

CLIP ANGLE

3' - 0"

BLAST RESISTANT ALUMINUM

STOREFRONT SYSTEM

STRUCTURAL STEEL BEAM -

SEE STRUCTURAL FRAMING

PLANS

5/8" TYPE GYPSUM BOARD

8' - 6"

FLASHING

LIGHT FIXTURE - SEE

ELECTRICAL

POND &

COMPANY

COLUMBIA, S.C.

B-98107

UTH CARO

E T

A T

ARCH

I T

E C

T S

DERET

S I

G E

JESSE CURTIS

DAVIS, JR.

COLUMBIA

UTOSFO

ETATS

I STERED ARCH I TEC

ILORACH

1 2 3 4 5 6

1122 LADY STREET, SUITE 810 COLUMBIA, SOUTH CAROLINA 29201

PHONE (803) 799-6502 www.pondco.com FAX (803) 799-2014

2 3 4

5 6

McENTIRE PROJECT NO.:

M C

E V

O C

A L \R

-1

M c E n ti re

C E

N T

R A

L w h it e l.

rv t

A2.1

1170094

LSW

02.24.2017

EXTERIOR ELEVATIONS

EASTOVER, SOUTH CAROLINA

McENTIRE JOINT NATIONAL GUARD

BASE

REPLACE OPERATIONS AND

TRAINING FACILITY

B-3 SUBMITTAL

PSTE 009070

1/8" = 1'-0"A1.1 A2.1

E1 NORTH ELEVATION

1/8" = 1'-0"A1.1 A2.1

C1 SOUTH ELEVATION

1/8" = 1'-0"A1.1 A2.1

B1 EAST ELEVATION

1/8" = 1'-0"A1.1 A2.1

A1 WEST ELEVATION

SCALE: 1/8" = 1'-0"

0' 16' 32'

SCALE: 1/8" = 1'-0"

0' 16' 32'

SCALE: 1/8" = 1'-0"

0' 16' 32'

SCALE: 1/8" = 1'-0"

0' 16' 32'

1" = 1'-0"A7.1 A2.1

B4 SECTION THRU AWNING OVER HM DOORS 0' 1' 2'

SCALE: 1" = 1'-0"

EJ - BRICK EXPANSION JOINT

1" = 1'-0"A1.1 A2.1

B5 SECTION THRU AWNING AT STOREFRONT 0' 1' 2'

SCALE: 1" = 1'-0"

FINISH FLOOR

LOW EAVE HEIGHT

14' - 4"

ACOUSTICAL CEILING &

SUSPENSION SYSTEM

STANDING SEAM METAL ROOF

SYSTEM

POLYISOCYANURATE RIGID

INSULATION - R38

3" / 12"

FACE BRICK VENEER

6"X6" GUTTER ASSEMBLY

BLAST RESISTANT ALUMINUM

STOREFRONT SYSTEM

FACE BRICK VENEER ACCENT

COLOR - RECESSED 1"

SPLIT-FACE CONCRETE UNIT

MASONRY SILL

AUDITORIUM

111A

4 3 157 26 1.1

A3.3

A1.3

POCKET FOR OPERABLE

PARTITIONS (ABI #2)

(ABI #2)

FINISH FLOOR

LOW EAVE HEIGHT

14' - 4"

3" / 12"

STANDING SEAM METAL ROOF

SYSTEM

6"X6" GUTTER ASSEMBLY

4"X5" DOWNSPOUT ASSEMBLY

WITH SPLASH BLOCKS

BLAST RESISTANT ALUMINUM

STOREFRONT SYSTEM

CORRIDOR

EQUAL OPPORTUNITY

OPEN WORK AREA

ENCLAVE

103A

3 157 1.1

POLYISOCYANURATE RIGID

INSULATION - R38

MSG COMMANDER

SAPR/SARC

COMM

13' - 4"

Level 6 8' - 10"

ADDITIVE BID ITEMS

ABI #1: PARKING, SIDEWALKS AND SITE LIGHTING

ABI #2: AUDITORIUM FOLDING PARTITIONS (SEE A1.3)

ABI #3: DEMOUNTABLE MODULAR WALL SYSTEM (SEE A1.1 FOR LOCATIONS,

A3.5 FOR WALL TYPES)

POND &

COMPANY

COLUMBIA, S.C.

B-98107

UTH CARO

E T

A T

ARCH

I T

E C

T S

DERET

S I

G E

JESSE CURTIS

DAVIS, JR.

COLUMBIA

UTOSFO

ETATS

I STERED ARCH I TEC

ILORACH

1 2 3 4 5 6

1122 LADY STREET, SUITE 810 COLUMBIA, SOUTH CAROLINA 29201

PHONE (803) 799-6502 www.pondco.com FAX (803) 799-2014

2 3 4

5 6

McENTIRE PROJECT NO.:

M C

E V

O C

A L \R

-1

M c E n ti re

C E

N T

R A

L w h it e l.

rv t

A3.1

1170094

LSW

02.24.2017

BUILDING SECTIONS

EASTOVER, SOUTH CAROLINA

McENTIRE JOINT NATIONAL GUARD

BASE

REPLACE OPERATIONS AND

TRAINING FACILITY

B-3 SUBMITTAL

PSTE 009070

1/4" = 1'-0"A1.1 A3.1

D1 TRANSVERSE SECTION THRU AUDITORIUM

1/4" = 1'-0"A1.1 A3.1

B1 TRANSVERSE SECTION THRU BUILDING

0' 2' 4'

SCALE: 1/4" = 1'-0"

0' 2' 4'

SCALE: 1/4" = 1'-0"

OPEN WORK AREA

LARGE CONFERENCE

FSS COMMANDER

WOMEN

MEN

AUDITORIUM

111A

STANDING SEAM METAL ROOF

SYSTEM

POLYISOCYANURATE RIGID

INSULATION - R38

A3.3

LEGAL OFFICER

MEN

OFFICE

MSG DEPUTY

COMMANDER

MSG COMMANDER

TESTING AND TRAINING

STORAGE

CORRIDOR

A/V CONTROL

111D

FINISH FLOOR

MASONRY HEIGHT

16' - 0"

REINFORCED CONCRETE

SLAB-ON-GRADE

3" / 12"STANDING SEAM METAL ROOF

SYSTEM

POLYISOCYANURATE RIGID

INSULATION - R38

6"X6" GUTTER ASSEMBLY

METAL FASCIA PANEL

6" METAL STUDS @ 16" O.C.

5/8" TYPE GYPSUM BOARD

POLYISOCYANURATE RIGID

CAVITY WALL INSULATION (R-16

MIN.) - EXTEND TIGHT TO METAL

DECK, SEAL WITH CAULK

FACE BRICK VENEER ACCENT

COLOR - RECESSED 1"

FACE BRICK VENEER

SPLIT-FACE CONCRETE UNIT

MASONRY

SPLIT-FACE CONCRETE UNIT

MASONRY SILL

3' - 0" 8 3/8"

METAL DECK - SEE

STRUCTURAL FRAMING PLANS

4"X5" DOWNSPOUT ASSEMBLY

WITH SPLASH BLOCKS

1' - 2 3/8"

1' - 1 3/8"

COLD-FORMED JAMB

EXTENSION PLATE

REINFORCED VAPOR BARRIER

2 1/4"

1 1/4"

A3.2

SIM

STRUCTURAL PLATE - SEE

STRUCTURAL DRAWINGS

SOLID SURFACE WINDOW SILL

STRUCTURAL STEEL BEAM -

SEE STRUCTURAL FRAMING

PLANS

ACOUSTICAL CEILING &

SUSPENSION SYSTEM

HEAD JOINT WEEP HOLES @ 16"

O.C. WITH CELLULAR VENT

CAVITY DRAINAGE MATERIAL

WEATHER RESISTIVE

MEMBRANE

4' - 11 3/8"

E B

K V

E N

E E

R A

C C

E N

T C

E B

K V

E N

E E

0" 6'

MASONRY VENEER ANCHORS

@ 16" O.C. EACH WAY

BLAST RESISTANT ALUMINUM

STOREFRONT SYSTEM

1' - 5 1/2" A3.2

A4 Sim

A3.2

FINISH FLOOR

MASONRY HEIGHT

16' - 0"

V A

8" 2'

STANDING SEAM METAL ROOF

SYSTEM

POLYISOCYANURATE RIGID

INSULATION - R38

POLYISOCYANURATE RIGID

CAVITY WALL INSULATION (R-16

MIN.) - EXTEND TIGHT TO METAL

DECK, SEAL WITH CAULK

5/8" TYPE GYPSUM BOARD

6" METAL STUDS @ 16" O.C.

REINFORCED CONCRETE

SLAB-ON-GRADE

FACE BRICK VENEER - ACCENT

COLOR - RECESSED 1"

FACE BRICK VENEER

METAL FASCIA PANEL

2 1/4"

8 3/8"3' - 0"

CAVITY DRAINAGE MATERIAL

MASONRY VENEER ANCHORS

@ 16" O.C. EACH WAY

WEATHER RESISTIVE

MEMBRANE

4' - 11 3/8"

1 1/4"

A3.2

1' - 5 1/2"

1' - 1 3/8" @ ACCENT BRICK

1' - 2 3/8" @ FACE BRICK

A3.2

A6 Sim

METAL FASCIA PANEL

STANDING SEAM METAL ROOF

PANELS

6"X6" GUTTER ASSEMBLY

POLYISOCYANURATE RIGID

INSULATION…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.