Final Drawings.pdf

PDF 19 MB Posted Aug 14, 2020

Attached to: Modify building 917 Simulator Area and Vault to ICD 705 Standards
Solicitation number: W912L1-20-B-6002
Issued by: Department of the Army National Guard

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract opportunity to modify building 917 at a USPFO facility in Texas. The Department of the Army National Guard intends to issue an invitation for bid to award a firm-fixed price contract for construction services to renovate approximately 7,100 square feet of simulator area and operations vault space in the building to meet Intelligence Community Directive 705 standards. The scope of work includes all labor, equipment, and materials to complete the project, which must achieve LEED Silver Certifiable level of construction and be finished within 300 days of the notice to proceed. The estimated value ranges from $1 million to $5 million. The NAICS code is 238290 for specialty trade contractors with a $16.5 million size standard. The award is set aside 100% for small businesses. All potential contractors must register in SAM.gov to be considered for the solicitation, which will be posted at beta.sam.gov rather than distributed as paper copies.

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Other files

File	Type	Posted
Abstract of Offerors.pdf	PDF	Sep 29, 2020
OF 1419- Abstract page 1of 2.pdf	PDF	Aug 27, 2020
OF 1419A- Abstract page 2 of 2.pdf	PDF	Aug 27, 2020
Amendment P00004_19Aug.pdf	PDF	Aug 19, 2020
RFI Questions and Answers as of 14 August 2020.pdf	PDF	Aug 14, 2020
Amendment No 003 to W912L1-20-B-6002-Modify Simulator Area and Vault Bldg 917.pdf	PDF	Aug 14, 2020
Amendment No 002 to W912L1-20-B-6002-Modify Simulator Area and Vault Bldg 917.pdf	PDF	Aug 10, 2020
Amendment No 001 to W912L1-20-B-6002-Modify Simulator Area and Vault Bldg 917.pdf	PDF	Aug 3, 2020
Attachment 4-KELL162006_Specifications.pdf	PDF	Jul 30, 2020
Pre- bid Presentation.pdf	PDF	Jul 30, 2020
Attachment 6-KELL162006_3000.pdf	PDF	Jul 30, 2020
Attachment 5-KELL162006_Drawings.pdf	PDF	Jul 30, 2020
Attachment 2-COMM PWS Bldg. 917 Vault Project.pdf	PDF	Jul 30, 2020
Attachment 7-KELL162006_66.xls	XLS spreadsheet	Jul 30, 2020
Vault Site Visit Record of Attendances.PDF	PDF	Jul 30, 2020
20-B-6002 - Solicitation 17 July 2020pdf.pdf	PDF	Jul 17, 2020
KELL162006_SOW.pdf	PDF	Jul 17, 2020
COMM PWS Bldg. 917 Vault Project.pdf	PDF	Jul 17, 2020

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TEXAS REGISTERED ENGINEERING FIRM F - 12819

document1 Page 1 of 1 5801 Broadway Extension, Suite 500, Oklahoma City, Oklahoma 73118-7436

Telephone (405) 840-2931 Facsimile (405) 842-7750 Website www.fsb-ae.com document1 Page 1 of 1

5801 Broadway Extension, Suite 500, Oklahoma City, Oklahoma 73118-7436 Telephone (405) 840-2931 Facsimile (405) 842-7750 Website www.fsb-ae.com document1 Page 1 of 1

5801 Broadway Extension, Suite 500, Oklahoma City, Oklahoma 73118-7436 Telephone (405) 840-2931 Facsimile (405) 842-7750 Website www.fsb-ae.com

GARY W. JAMES

106402

Texas Air National Guard Modify B917 Simulator Area and Vault

JBSA Lackland Air Force Base

Final Submission April 10, 2020

Contract Number: W9133L-16-D-0005 San Antonio, Texas

Task Order Number: KELL162006

M od ify

Si m ul at or

A re a

Va ul t

SHEET INDEX

NUMBER TITLE

MECHANICAL

M-001 LEGEND & ABBREVIATIONS

MD101 MECHANICAL DEMOLITION

MH101 MECHANICAL HVAC

MP101 MECHANICAL PIPING

M-401 SECTIONS

M-501 DETAILS

M-502 DETAILS

M-601 FLOW DIAGRAMS

M-701 SCHEDULES

M-801 CONTROLS

M-802 CONTROLS

M-803 CONTROLS

ELECTRICAL

E-001 LEGEND, ABBREVIATIONS & MOUNTING

HEIGHT DETAIL

ES101 ELECTRICAL SITE PLAN

ED101 ELECTRICAL DEMOLITION

ED501 ELECTRICAL DEMOLITION DETAILS

ED601 EXISTING ELECTRICAL ONE LINE DIAGRAM

EP101 ELECTRICAL POWER PLAN AND ENLARGED

PLANS

EP102 ELECTRICAL HVAC POWER PLAN

EP601 ELECTRICAL ONE LINE DIAGRAM

EP602 FEEDER SCHEDULE

EP701 PANEL SCHEDULES

EP702 PANEL SCHEDULES

EP703 PANEL SCHEDULES

EL101 ELECTRICAL INTERIOR LIGHTING

EL601 LIGHTING SCHEDULE AND CONTROLS

ET101 ELECTRICAL TELECOMMUNICATION PLAN

ET501 TELECOMMUNICATIONS AND SECURITY

ET601 TELECOMMUNICATIONS AND SECURITY

DETAILS

SHEET INDEX

NUMBER TITLE

GENERAL

G-001 COVER SHEET, SHEET INDEX & VICINITY

PLAN

G-002 CODE CRITERIA SHEET

G-003 LIFE SAFETY PLAN

ARCHITECTURAL

A-001 ARCHITECTURAL ABBREVIATIONS &

SYMBOLS

A-002 PARTITION TYPES

A-003 SITE PLAN

AD101 DEMOLITION FLOOR PLAN

AD102 KEY PLAN PHOTOGRAPHS

AD103 DEMOLITION CEILING PLAN

AE101 GROUND FLOOR PLAN

AE102 REFLECTED CEILING PLAN

AE201 BUILDING ELEVATIONS

AE301 BUILDING SECTIONS

AE302 BUILDING SECTIONS

AE303 WALL SECTIONS

AE304 WALL SECTIONS

AE305 SECTIONS

AE401 ENLARGED PLANS

AE501 DETAILS

AE502 DETAILS

AE503 DETAILS

AE601 ROOM FINISH SCHEDULE, DOOR

SCHEDULE, VISUAL FRAME & DOOR TYPES

IN101 FLOOR FINISH PLAN

FIRE PROTECTION

F-001 LEGEND, ABBREVIATIONS, AND SCHEMATIC

PIPING DIAGRAM

FD101 GROUND FLOOR FIRE PROTECTION

DEMOLITION PLAN

FP101 GROUND FLOOR FIRE PROTECTION PLAN

FP501 FIRE PROTECTION ENLARGED PLAN AND

SECTION

FA601 FIRE ALARM & MASS NOTIFICATION RISER

DIAGRAM

FA701 FIRE ALARM & MASS NOTIFICATION INPUT

OUTPUT MATRIX

SCALE:NTS

PROJECT VICINITY PLAN1

SCALE:NTS

PROJECT SITE2

PROJECT

LOCATION

PROJECT

LOCATION

TRUE NORTH

Frankfurt-Short-Bruza Architects Engineers Planners

5801 Broadway Extension, Suite 500, Oklahoma City, Oklahoma 73118-7436 Telephone (405) 840-2931 Facsimile (405) 842-7750 Website www.fsb-ae.com

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C H

1. 2. 3.

4. 5. 6.

LIFE SAFETY LEGEND

OCCUPANT LOAD NUMBER AT EXIT

COMPONENT

EXIT COMPONENT MAXIMUM OCCUPANT

CAPACITY NUMBER

TRAVEL DISTANCE

LEGEND

SECURE PERIMETER

SHADED AREA OUTSIDE THE

SCOPE OF THIS PROJECT

A A

C C

D D

F F

T T

U U

N N

109 117

110 116

113 114

115111

OCCUPANCY LEGEND

ASSEMBLY (CONCENTRATED)

BUSINESS

STORAGE & MECHANICAL

2 3

17013

T R

A V

E L

T A

N C

E E

M M

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A M

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C H

ROOM OCCUPANCY SCHEDULE

ROOM

NUMBER ROOM NAME AREA OCCUPANCY SF/OCC OCC

101 BRIEF. RM 221 SF BUSINESS 100 SF 3

102 BRIEF. RM 219 SF BUSINESS 100 SF 3

103 WEAPONS OFFICE AND SEAO 165 SF BUSINESS 100 SF 2

104 STEPS 65 SF

106 CORRIDOR 51 SF

107 MISSION PLANNING 634 SF BUSINESS 100 SF 7

108 INTEL PLANNING 341 SF BUSINESS 100 SF 4

109 BRIEF. RM 198 SF BUSINESS 100 SF 2

110 BRIEF. RM 130 SF BUSINESS 100 SF 2

111 CORRIDOR 70 SF

112 CORR. 440 SF

113 BRIEF. RM 165 SF BUSINESS 100 SF 2

114 BRIEF. RM 139 SF BUSINESS 100 SF 2

115 ELEC 33 SF STORAGE & MECHANICAL 300 SF 1

116 BRIEF. RM 130 SF BUSINESS 100 SF 2

117 CCZ OFFICE 208 SF BUSINESS 100 SF 3

118 OFFICE 85 SF BUSINESS 100 SF 1

119 BRIEF. RM 194 SF BUSINESS 100 SF 2

120 MX BRIEF 124 SF BUSINESS 100 SF 2

121 MECH 290 SF STORAGE & MECHANICAL 300 SF 1

123 LIFT 30 SF

124 INSPECTION 84 SF

157 ACCESS CONTROL 74 SF

173 COMM 132 SF STORAGE & MECHANICAL 300 SF 1

174 CCZ OFFICE 313 SF BUSINESS 100 SF 4

175 BRIEF. RM 152 SF BUSINESS 100 SF 2

177 BRIEF.RM 135 SF BUSINESS 100 SF 2

178 SIMULATOR 472 SF BUSINESS 100 SF 5

179 AUDITORIUM 720 SF ASSEMBLY (CONCENTRATED) 15 SF 49

180 CCZ OFFICE 312 SF BUSINESS 100 SF 4

182 CORRIDOR 240 SF

183 OPEN 122 SF

185 ELEC 204 SF STORAGE & MECHANICAL 300 SF 1

186 CORRIDOR 257 SF

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

1 LIFE SAFETY GROUND FLOOR PLAN

OCCUPANT LOAD

ASSEMBLY (UNCONCENTRATED)

BUSINESS

STORAGE & MECHANICAL

CORRIDORS

724 SF

4,338 SF

662 SF

1,426 SF

7,150 SF

15 SF

100 SF

300 SF

AREA SF/OCC OCC LOAD

0 4' 8' 16'

1/8" = 1'-0"

PLAN

NORTH

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADAAG ADA ACCESSIBILITY GUIDELINES

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

BMS BALANCED MAGENTIC SWITCH

BO BOTTOM OF

BOT BOTTOM

BRG BEARING

BS BOTH SIDES

BTWN BETWEEN

CAB CABINET

CFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CFMF COLD-FORMED METAL FRAMING

CG CORNER GUARD

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CTB CERAMIC TILE BASE

CWT CERAMIC WALL TILE

CTR CENTER

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DN DOWN

DR DOOR

DS DOWNSPOUT

DET DETAIL

DWG DRAWING

EA EACH

EIFS EXTERIOR INSULATION &

FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC (OR) ELECTRICAL

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EXIST EXISTING

EXT EXTERIOR

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FF EL FINISH FLOOR ELEVATION

FG FINISHED GRADE

FLR FLOOR

FLUOR FLUORESCENT

FR FIRE RESISTIVE

FRT FIRE RETARDANT

FT FOOT (OR) FEET

FURG FURRING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GDR GUARD RAIL

GEN GENERAL

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GL GLASS

GRD GRADE

GYP BD GYPSUM BOARD

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATING, &

AIR CONDITIONING

ID INSIDE DIAMETER

IDS INTRUSION DETECTION SYSTEM

INSUL INSULATE (OR) INSULATION

INT INTERIOR

JAN JANITOR

K NOT USED

LAM LAMINATE

LAV LAVATORY

LIN LINEAR

LOC LOCATION

LTG LIGHTING

LVR LOUVER

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED

OWNER INSTALLED

OH OPPOSITE HAND

ORD OVERFLOW ROOF DRAIN

OVHD OVERHEAD

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATED

PT PAINT (INTERIOR)

PVC POLYVINYL CHLORIDE

QTF QUARRY TILE FLOOR

QTB QUARRY TILE BASE

QTY QUANTITY

R RADIUS (OR) RISER

RB RESILIENT BASE

RD ROOF DRAIN

RE: REFER

REC RECESSED

REF REFERENCE (OR) REFRIGERATOR

REQD REQUIRED

REV REVISION

RF RESILIENT FLOORING

RM ROOM

RO ROUGH OPENING

SECT SECTION

SF SQUARE FOOT

SHTHG SHEATHING

SIM SIMILAR

SPEC SPECIFICATION(S)

SST STAINLESS STEEL

STC SOUND TRANSMISSION CLASSIFICATION

STD STANDARD

STL STEEL

STRUCT STRUCTURAL (OR) STRUCTURE

T TREAD

T&B TOP AND BOTTOM

TBD TO BE DETERMINED

TD TOWEL DISPENSER

TO TOP OF

TOC TOP OF CONCRETE

TOJ TOP OF JOIST

TOM TOP OF MASONRY

TOS TOP OF STEEL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WH WALL HYDRANT (OR) WATER HEATER

XFMR TRANSFORMER

Y NOT USED

Z NOT USED

ARCHITECTURAL ABBREVIATIONS

GROUND FLOOR PLAN

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

A401

A - 101

DRAWING TYPES LEGEND

0- GENERAL INFORMATION

1 - PLANS (HORIZONTAL VIEWS)

2 - ELEVATIONS (VERTICAL VIEWS)

3 - SECTIONS (SECTIONAL VIEWS)

4 - ENLARGED VIEWS (PLANS, ELEVATIONS OR SECTIONS)

5 - DETAILS

6 - SCHEDULES & DIAGRAMS

DISCIPLINE TYPE (ARCHITECTURE SHOWN)

DRAWING TYPE (PLAN, ELEVATION, ETC.)

SERIES/ FLOOR DESIGNATION

DETAIL CALLOUT

ENLARGED PLAN OR DETAIL

ON SHEET INDICATED

A201

INTERIOR ELEVATION CALLOUT

ARROWS INDICATE INTERIOR

ELEVATION ON SHEET

INDICATED

STRUCTURAL GRIDS

AS INDICATED ON DRAWINGS

BUILDING SECTION CALLOUT

ARROWS INDICATE BUILDING

SECTION ON SHEET INDICATED

A301

SECTION CALLOUT

ARROW INDICATE WALL SECTION

ON SHEET INDICATED

A302

ROOM NAME

ROOM NAME & NUMBER SYMBOL

REFER TO ROOM FINISH SCHEDULE

101A

DOOR NUMBER SYMBOL

REFER TO DOOR SCHEDULE

DOOR NUMBER WITH *

INDICATES ACCESS CONTROL

HARDWARE

PARTITION TYPE SYMBOL

REFER TO PARTITION TYPES

GLAZING TYPE SYMBOL

REFER TO GLAZING TYPES

AL1

REVISION SYMBOL

REFER TO SHEET BORDER FOR

REVISION HISTORY

ELEVATION DATUM SYMBOL

INDICATES DATUM ELEVATION

AS INDICATED

Bottom Text Top Text

DISCIPLINE MODIFIER (ELEMENTS SHOWN)

ARCHITECTURAL SYMBOLS LEGEND

DRAWING TITLE

0 4' 8' 16'

1/8" = 1'-0"

NORTH ARROW AND SCALE

A301

EXTERIOR ELEVATION CALLOUT

ARROW INDICATE ELEVATION ON

SHEET INDICATED

A201

KEYNOTE SYMBOL

INDICATES INFORMATION FOUND IN

KEYNOTES ON PLAN

3 DIGIT ROOM NUMERAL

USED FOR REFERENCE

(BLDG ELEVATIONS,

NARRATIVE, ETC.)

0 2' 4' 8'

1/4" = 1'-0"

ROOM NUMBER LEGEND

SECURE PERIMETER

PROPOSED PERIMETER OF

THE SECURE AREA

PLAN NORTH

LOCATED AT 58 DEGREES

RE: SITE PLAN 1/A-002.

PLAN

NORTHTRUE NORTH

SCALE

NTRUE NORTH

USED ON SITE PLANS

TRUE NORTH

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5/8" GYP BD

(BOTH SIDES)

SOUND-RATED PARTITION

STC-40

FINISH FLOOR

DECK

CONTINUOUS SLOTTED

DEFLECTION TRACK

SCHEDULED CEILING

CONT. STEEL RUNNER

CHANNEL SET IN 3

CONTINUOUS BEADS OF

ACOUSTICAL SEALANT

3-5/8" STUDS AT 16" OC

PROVIDE UL ASSEMBLY

HW-D-0042 TO DECK

5/8" GYP BD

(BOTH SIDES)

FINISH FLOOR

DECK

SLOTTED

DEFLECTION TRACK

SCHEDULED CEILING

STEEL RUNNER

CHANNEL

BASE AS SCHEDULED BASE AS SCHEDULED

3-5/8" STUDS

AT 16" OC

FINISHED FLOOR

6" M

. (2) LAYERS 5/8" GYP BD

(EACH SIDE)

FINISH FLOOR

DECK

CONTINUOUS SLOTTED

DEFLECTION TRACK

ANCHORED @ 32" OC. MAX.

SCHEDULED CEILING

CONT. STEEL RUNNER CHANNEL,

ANCHORED @ 32" MAX.,

SET IN 3 CONTINUOUS BEADS

OF ACOUSTICAL SEALANT

3-5/8" 16 GA.

STUDS AT 16" OC

PROVIDE UL ASSEMBLY

HW-D-0042 TO DECK

BASE AS SCHEDULED

3 1/2" SOUND ATTENUATION

MATERIAL, FASTENED TO

PREVENT SETTLING

A1 NON SOUND-RATED PARTITION AS SHOWN

ABOVE

CONTROLLED AREA UNCONTROLLED AREA

SOUND-RATED PARTITION

STC-50.

UTILIZING EXISTING STUD WALL.

REMOVE GYP BD FROM CONTROLLED SIDE OF EXISTING WALL.

CONFIRM METAL STUDS TO BE 16 GA AND EXTEND UP TO DECK. IF

THEY ARE NOT 16 GA OR DO NOT EXTEND UP TO DECK, 16 GA MTL

STUDS SHALL BE ADDED ADJACENT TO EXISTING STUDS AND

EXTENDED TO DECK. IF EXISTING STUDS ARE FOUND TO BE 16 GA

AND EXTEND TO DECK, THE CONTRACT PRICE WILL BE AMENDED TO

DELETE THE NEW STUDS FROM THE PROJECT. REMOVE ALL

ELECTRICAL AND COMMUNICATION CONDUIT AND OUTLETS FROM

WALL CAVITY. REPLACE FIBERGLASS BATT INSULATION WITH 3 1/2"

SOUND ATTENUATION MATERIAL, FASTENED TO PREVENT SETTLING.

INSTALL 2 LAYERS OF 5/8" GYP BD ON CONTROLLED SIDE OF WALL.

REPAIR GYP BD ON UNCONTROLLED AREA SIDE TO BE TIGHT TO

UNDERSIDE OF STRUCTURE . INSTALL ACOUSTICAL SEALANT AT

BOTH SIDES TOP AND BOTTOM . APPLY FINISH FULL HEIGHT OF

PARTITION ON THE CONTROLLED SIDE. APPLY FINISH ON

UNCONTROLLED SIDE TO ABOVE THE CEILING. ALL ELECTRICAL AND

COMMUNICATION CONDUIT AND OUTLETS TO BE SURFACE MOUNTED

ON THE CONTROLLED SIDE OF THE WALL. PATCH ALL HOLES IN

EXISTING GYP BD TO REMAIN. PATCH AND REPAIR EXISTING GYP BD

CONDITION SUITABLE FOR SMOOTH PAINTED SURFACE.

NON SOUND-RATED PARTITION AS SHOWN ABOVE WITH

GWB ON ONE SIDE ONLY (NO SOUND ATTENUATION

MATERIAL OR ACOUSTICAL SEALANT REQUIRED)

3 1/2" SOUND ATTENUATION

MATERIAL, FASTENED TO

PREVENT SETTLING

SOUND-RATED PARTITION

STC-50 M3

ACOUSTICAL SEALANT

(BOTH SIDES)

1 1/2" DEFLECTION ACOUSTIC SEALANT IN ALL

VOIDS ABOVE TRACK ON

BOTH SIDES OF PARTITION

ACOUSTICAL SEALANT IN ALL

VOIDS ABOVE TRACK ON BOTH

SIDES OF PARTITION

1 1/2" DEFLECTION

SOUND-RATED PARTITION

STC-45

AS SHOWN ABOVE.

SOUND-RATED PARTITION

STC-45

AS SHOWN ABOVE WITH 2-1/2" 16 GA. STUDS IN LIEU OF 3-5/8"

16 GA. STUDS, WITH 2 1/2" SOUND ATTENUATION MATERIAL IN

LIEU OF 3 1/2", WITH 2 LAYERS OF GYP BD ON THE CONTROLLED

SIDE AND NO GYP BOARD ON THE UNCONTROLLED SIDE.

M5 SOUND-RATED PARTITION

STC-45

AS SHOWN ABOVE WITH 6" 16 GA. STUDS IN LIEU OF 3-5/8"

16 GA. STUDS, WITH 6" SOUND ATTENUATION MATERIAL IN

LIEU OF 3 1/2".

A5 NON SOUND-RATED PARTITION AS SHOWN

ABOVE WITH GWB ON ONE SIDE ONLY

FINISH FLOOR

5/8" GYP BD

SCHEDULED CLG

STEEL RUNNER CHANNEL

1-5/8" STUDS AT 16" OC

VARIOUS WALL CONDITIONS

SCHEDULED BASE

STEEL RUNNER CHANNEL

NON-RATED FURRING PARTITIONC1

FINISH FLOOR

5/8" GYP BD

SCHEDULED CLG

7/8" FURRING CHANNEL

AT 16" OC

VARIOUS WALL CONDITIONS

SCHEDULED BASE

NON SOUND-RATED FURRING PARTITION AS

SHOWN ABOVE WITH 2 LAYERS OF 5/8" GYP BD

FINISHED FLOOR

(2) LAYERS 5/8" GYP BD

FINISH FLOOR

DECK

CONTINUOUS SLOTTED

DEFLECTION TRACK

ANCHORED @ 32" OC. MAX.

SCHEDULED CEILING

CONT. STEEL RUNNER CHANNEL,

ANCHORED @ 32" MAX.,

SET IN 3 CONTINUOUS BEADS OF

ACOUSTICAL SEALANT

3-5/8" 16 GA.

STUDS AT 16" OC

PROVIDE UL ASSEMBLY

HW-D-0042 TO DECK

BASE AS SCHEDULED

3 1/2" SOUND ATTENUATION MATERIAL,

FASTENED TO PREVENT SETTLING

CONTROLLED AREA UNCONTROLLED AREA

5/8" GYP BDACOUSTICAL SEALANT

(BOTH SIDES)

ACOUSTICAL SEALANT IN ALL VOIDS ABOVE

TRACK ON BOTH SIDES OF PARTITION

1 1/2" DEFLECTION

ACOUSTICAL SEALANT

(BOTH SIDES)

M6 SOUND-RATED PARTITION

STC-50

AS SHOWN ABOVE, SUBSTITUTING ONE LAYER OF FOIL BACKED

GYP BD IN LIEU OF "REGULAR" GYP BD".

M7 SOUND-RATED PARTITION

STC-45

AS SHOWN ABOVE, WITH 2 LAYERS OF GYP BD ON THE

CONTROLLED SIDE AND NO GYP BOARD ON THE

UNCONTROLLED SIDE.

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SCALE:NTS

PARTITION TYPES1

GENERAL NOTES

A. CONTRACTOR TO STAGGER JOINTS OF GYP BD

PANELS WHEN INSTALLING PARTITIONS WITH TWO

LAYERS OF GYP BD ON SAME SIDE OF STUD.

B. ALL OUTER (EXPOSED) SURFACES OF GYP BD SHALL

BE FINISHED FROM CONCRETE SLAB TO BOTTOM OF

STRUCTURAL DECK. (FINISHED = PRIMED & PAINTED)

C. SOUND RATED PARTITIONS - CONTRACTOR SHALL SET

STEEL RUNNER CHANNEL IN 3 CONTINUOUS BEADS

OF ACOUSTICAL SEALANT; ONE IN THE CENTER AND

ONE ON EACH EDGE. SOUND RATED PARTITIONS

SHALL RECEIVE A CONTINUOUS BEAD OF ACOUSTICAL

SEALANT AT THE TOP (STRUCTURAL DECK) AND

BOTTOM (CONCRETE SLAB) OF SOUND PARTITIONS.

NEW MECHANICAL YARD ENCLOSURE

(20'-0" x 23'-0" x 10'-0")

EXISTING TREE TO REMAIN

EXISTING WALKWAY TO REMAINNEW SOUTHERN LIVE OAK TREE TO BE ADDED.

COORDINATE PLANTING LOCATION WITH BASE CIVIL

ENGINEER, UNDERGROUND AND OVERHEAD UTILITIES.

EXISTING TREE TO REMAIN

EXISTING TREE TO BE DEMOLISHED TO MAKE WAY FOR

NEW MECHANICAL EQUIPMENT YARD ENCLOSURE.

85'-0"

82' ATFP

32°

58°

32°

58°

32° 58°

DIRECTION OF TRUE NORTH

DIRECTION OF PROJECT NORTH

REFERENCE LINES (TYPICAL)

PLANT SCHEDULE

QUANTITY BOTANICAL NAME COMMON NAME SIZE REMARKSSPACING

TREES

1 SOUTHERN LIVE

OAK

QUERCUS VIRGINIANA 3" CALIPER,

8'-10' HEIGHT

AS SHOWN EVERGREEN, BROAD ROUNDED

CROWN, OVAL, DARK, GREEN,

LEATHERY LEAVES, SMALL ACORNS

CUT TWINE AND BURLAP

FROM AROUND TRUNK, FOLD

BACK BURLAP FROM TRUNK

SET TREE WITH TOP OF BALL

1"-2" ABOVE GRADE

APPLY SPECIFIED MULCH

TO A DEPTH OF 3"

BUILD A 4"-6" SAUCER

AS SHOWN

DIG PLANTING PIT WITH

TAPERED SIDES. ROUGHEN

SIDES OF PLANTING PIT.

UNDISTURBED SUBGRADE

(PROVIDES FIRM BASE SO

ROOTBALL WILL NOT SINK.)

BLACK TREE STRAP ABOVE BRANCH

WITH GROMMETS AT ENDS FOR

SECURING WITH GUYWIRE

# 12 GUAGE DOUBLE STRAND

GUYWIRE, GALVANIZED.

ALLOW SLIGHT SLACK IN

TENSION OF WIRES

TWO 6'-0" LONG STEEL

'T-POSTS' SET NORTH-SOUTH

DRIVEN INTO UNDISTURBED

SOIL, PAINTED GREEN

DIG PLANTING PIT 12" LARGER

THAN ROOT BALL ON ALL SIDES.

BACKFILL WITH AMENDED SOIL

(REMOVE CLODS AND

ROCKS/INORGANIC MATERIAL)

PRUNE DAMAGED OR DEAD

WOOD PRIOR TO PLANTING

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2 3

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A-003

A M

. I S

C H

SCALE: 1/32" = 1'-0"

1 SITE PLAN

SCALE:NTS

TREE PLANTING DETAIL2

TRUE NORTH

0 16' 32' 64'

1/32" = 1'-0"

A A

C C

D D

F F

14'-11"

AD103

T T

U U

W W

1 1

2 2

27'-7"

6' -8

-0

4' -7

-6

8' -5

-4

'-0

-0

'-0

-0

'-7

-5

9' -0

19'-0" 22'-2" 13'-4" 10'-4" 5'-4" 13'-0" 7'-7"

7' -2

E E

2' -0

'-0

7' -5

-4

'-1

5'-0"

AD101

'-4

'-2

'-1 0"

2' -4

12'-2"

1'-0" 5'-4" 1'-0"

1' -0

AE302

LEGEND

SHADED AREA OUTSIDE THE

SCOPE OF THIS PROJECT

ITEM TO BE DEMOLISH

ITEM EXISTING TO REMAIN

GROUND FLOOR

100'-0"

SECOND FLOOR

117'-4"

STRUCTURAL DECK

113'-0"

LOWER LEVEL

96'-9"

COMPUTER FLOOR

98'-3"

3 4

AD101

96'-9"

100'-0"

96'-9"

3'-4 1/2"

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

5' -1

8" 5'

-1

1/ 8"

2'-2 1/2"

20 20

100'-0"

F J KG

ROOF 02

115'-0"

LOWER LEVEL

96'-9"

COMPUTER FLOOR

98'-3"

2'-4" 12'-8" 5'-8" 1'-4"

2 2

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IDENTIFICATION

O R

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D B

E D

E M

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AD101

D E M

N F

R P

A M

. I S

C H

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

1 DEMOLITION FLOOR PLAN

GENERAL NOTES

DEMOLITION NOTES

1. EXISTING WALL TO BE DEMOLISHED.

2. EXISTING DOOR AND FRAME TO BE DEMOLISHED.

3. EXISTING MOVEABLE WALL SYSTEM AND DOOR TO BE

DEMOLISHED.

4. EXISTING SINK TO BE DEMOLISHED.

5. EXISTING UPPER AND LOWER CABINETS TO BE

DEMOLISHED.

6. EXISTING DRINKING FOUNTAIN TO BE DEMOLISHED.

7. EXISTING WATER CLOSET TO BE DEMOLISHED.

8. EXISTING STOOP, STAIRS AND RAILING TO BE

DEMOLISHED.

9. EXISTING RAISED ACCESS COMPUTER FLOOR TO BE

DEMOLISHED.

10. EXISTING RAISED ACCESS COMPUTER FLOOR TO

REMAIN FOR ELECTRICAL ROOM 185.

11. DEMOLISH WALL FOR NEW SCHEDULED DOOR.

12. EXISTING RAISED ACCESS FLOOR STEPS TO BE

DEMOLISHED.

13. EXISTING WINDOW AND FRAME TO BE DEMOLISHED.

14. DEMOLISH EXISTING AIR COOLED CHILLER,

INCLUDING ALL PIPING TO COMPUTER ROOM

COOLING EQUIPMENT AND CONDENSING UNITS. (IF

BELOW SLAB, PLUG. IF ABOVE CEILING, DEMOLISH.)

15. LIMITS OF DEMOLITION.

16. DEMOLISH EXISTING CONCRETE RETAINING WALL.

17. DEMOLISH EXISTING FLOOR SLAB (EL. 100'-0").

(GROUND FLOOR SLAB)

18. DEMOLISH EXISTING FLOOR SLAB (EL. 96'-9").

19. EXISTING CEILING TO BE DEMOLISH RE: AD103.

20. SAW CUT AND REMOVE CONCRETE SLAB AS

REQUIRED FOR INSTALLATION OF NEW FOUNDATION.

21. REMOVE SANITARY SEWER PIPING, THAT EXTENDS

DOWN TO THE FLOOR, BELOW THE FLOOR SLAB.

PLUG/GROUT THE PIPE AND PATCH THE FLOOR SLAB.

22. DEMOLISH (CUT) OPENING IN EXISTING WALL FOR

NEW DUCTWORK.

23. EXISTING DOWNSPOUT TO BE RELOCATED OUT OF

NEW DOOR OPENING.

24. SALVAGE EXISTING PED (PERSONAL ELECTRONIC

DEVISE) STORAGE AND STORE FOR REINSTALLATION

IN RENOVATED AREA.

A. CONTRACTOR TO COORDINATE AND SCHEDULE

DEMOLITION AND CONSTRUCTION ACTIVITIES WITH

THE GOVERNMENT.

B. FIELD VERIFY EXISTING CONDITIONS PRIOR TO

DEMOLITION OR CONSTRUCTION ACTIVITIES.

C. WHERE EXISTING CONSTRUCTION MATERIALS,

EQUIPMENT OR OTHER ITEMS ARE INDICATED TO BE

REMOVED ALL APPURTENANT ASSOCIATED ITEMS

SHALL ALSO BE REMOVED AS REQUIRED TO

PREPARE FOR NEW CONSTRUCTION WHETHER

SPECIFICALLY INDICATED OR NOT.

D. EXISTING CONSTRUCTION MATERIALS, EQUIPMENT

OR OTHER ITEMS TO REMAIN SHALL BE PROTECTED

DURING DEMOLITION AND CONSTRUCTION

ACTIVITIES.

E. ALL EXISTING CEILINGS AND FLOOR FINISHES IN THE

LIMITS OF DEMOLITION TO BE DEMOLISHED EXCEPT

THE RAISED ACCESS FLOORING IN ELECTRICAL

ROOM 185. REFER TO AD103 FOR CEILING

DEMOLITION.

F. DEMOLISH EXISTING TREE LOCATED AT NW CORNER

OF THE BUILDING. GRIND STUMP DOWN BELOW

EXISTING GRADE. REF: SITE PLAN 1/A-002.

G. THE ORIGINAL BUILDING, LOCATED BETWEEN GRIDS 1

AND 3, HAS VERY LIMITED DRAWING INFORMATION.

ACCORDING TO THE JULY 2000 CONSTRUCTION

DOCUMENTS, WHICH PROVIDED A LARGE TWO STORY

ADDITION TO THE EAST OF THE ORIGINAL BUILDING

AND WRAPPED THE EXTERIOR OF THE ORIGINAL

BUILDING WITH NEW BRICK MASONRY FACADES ON

THE NORTH, SOUTH, AND WEST SIDES AND PROVIDED

A NEW SLOPED STANDING SEAM ROOF AS WELL.

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

3 DEMOLITION SECTION

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

DEMOLITION ENLARGED

FLOOR PLAN LOWER LEVEL

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

2 DEMOLITION PARTIAL WEST ELEVATION

0 2' 4' 8'

1/4" = 1'-0"

0 4' 8' 16'

1/8" = 1'-0"

A A

C C

D D

F F

T T

U U

W W

E E

P04

P01

P02 P03

P05

P06 P07

P08

P09

P10

P11 P12

TYP.

P01 P02 P03

P04 P05 P06

P07 P08 P09

TYP.

P10 P11 P12

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AD102

P H

G R

A P H

A M

. I S

C H

SCALE: 3/32" = 1'-0"

2 DEMO PHOTOGRAPH PLAN

SCALE:NTS

REFERENCE PHOTOS1

8' 24'16'0

3/32" = 1'-0"

A A

C C

D D

F F

AD103

T T

U U

V V

19'-0" 22'-2" 13'-4" 10'-4" 5'-4" 13'-0" 7'-7"

E E

9' -0

-5

'-7

-0

'-0

-0

'-0

-4

8' -5

-6

4' -7

-0

1' -6

P02

AD101

P01

P03

P04

LEGEND

SHADED AREA OUTSIDE THE

SCOPE OF THIS PROJECT

ITEM TO BE DEMOLISH

ITEM EXISTING TO REMAIN

GROUND FLOOR

100'-0"

SECOND FLOOR

117'-4"

C E

1 2

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IDENTIFICATION

O R

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D W

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C R

O N

2 3

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D B

E D

E M

C R

O N

C O

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AD103

N C

N G

A M

. I S

C H

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

1 DEMOLITION REFLECTED CEILING PLAN

GENERAL NOTES

DEMOLITION NOTES

1. EXISTING ACOUSTICAL CEILING GRID SYSTEM TO BE

DEMOLISHED (TYP).

2. EXISTING LIGHT FIXTURE TO BE DEMOLISHED (TYP).

3. EXISTING GRILLES, REGISTER AND DIFFUSERS TO

BE DEMOLISHED (TYP).

4. EXISTING WALL AND DOOR TO BE DEMOLISHED.

5. EXISTING FURRDOWN TO BE DEMOLISHED.

6. EXISTING CURTAIN RAIL TO BE DEMOLISH.

A. CONTRACTOR TO COORDINATE AND SCHEDULE

DEMOLITION AND CONSTRUCTION ACTIVITIES WITH

THE GOVERNMENT.

B. FIELD VERIFY EXISTING CONDITIONS PRIOR TO

DEMOLITION OR CONSTRUCTION ACTIVITIES.

C. WHERE EXISTING CONSTRUCTION MATERIALS,

EQUIPMENT OR OTHER ITEMS ARE INDICATED TO BE

REMOVED ALL APPURTENANT ASSOCIATED ITEMS

SHALL ALSO BE REMOVED AS REQUIRED TO

PREPARE FOR NEW CONSTRUCTION WHETHER

SPECIFICALLY INDICATED OR NOT.

D. EXISTING CONSTRUCTION MATERIALS, EQUIPMENT

OR OTHER ITEMS TO REMAIN SHALL BE PROTECTED

DURING DEMOLITION AND CONSTRUCTION

ACTIVITIES.

E. ALL EXISTING CEILINGS AND FLOOR FINISHES IN THE

LIMITS OF DEMOLITION TO BE DEMOLISHED EXCEPT

THE RAISED ACCESS FLOORING IN ELECTRICAL

ROOM 185.

F. REFER TO MECHANICAL AND ELECTRICAL

DEMOLITION DRAWINGS FOR CEILING MOUNTED

ITEMS TO BE DEMOLISHED.

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

2 DEMOLITION SECTION

P01

P02

P03

P04 0 2' 4' 8'

1/4" = 1'-0"

0 4' 8' 16'

1/8" = 1'-0"

AE201

AUDITORIUM

OPEN

COMM

MISSION

PLANNING

107 INTEL

PLANNING

BRIEF. RM

WEAPONS

OFFICE AND

SEAO

BRIEF. RM

CCZ OFFICE

BRIEF. RM

ACCESS

CONTROL

ELEC

CORRIDOR

5'-0 5/8"

CORRIDOR

MX BRIEF

OFFICE

SIMULATOR

AE301

ELEC

CORRIDOR

BRIEF.RM

CCZ OFFICE

BRIEF. RM

F F

CORRIDOR

AE201

MECH

20'-9 1/4" 5'-0"

AE301

23'-6" 15'-4"

T T

U U

13'-2" 5'-4"

174A

173A

175A

180A

177A

178A

186A

113A 114A

116A110A

108A

107A

119A

117A

120A

102A

101A

179A 179B

185A

STEPS

157A

112A

M3 M3

M3A5

A5 M3

A5A5

12'-9 1/2" 8'-0 3/4"

M3 M3

19'-0" 22'-2" 13'-4" 10'-4" 5'-4" 13'-0" 7'-7"

3'-10" 15'-10" 22'-3"

AE303

M2M2 M2

M2M2

13'-1"

7' -1

118A

103A

AE401M2

AE401

'-0

5'-7" 12'-5" 12'-9 3/4" 5'-9 1/4" 13'-0 1/2"

'-1

1/ 4"

'-3

9'-3" 6'-0" 7'-7"

157B

3'-11 1/2"

'-8

'-9

'-7

'-8

178B

45°

AE302

109A

179C

INSPECTION

97'-3"

97'-9"

98'-3"

96'-9"

100'-0"

98'-3"

96'-9" 96'-9"

100'-0"

-8

M2 M5

108B

7' -3

AE304

8" 9'

-0

9' -0

'-0

7' -0

'-0

2' -0

'-0

7' -4

-5

9' -6

-7

4' -0

'-3

AE304

AE401

96'-9"

100'-0"

AE501

M3 M3

CORR.

98'-9"

AE501

LIFT

'-4

'-0

-4

3' -4

-4

'-4

183A

121A

104A

AE304

100'-0"

99'-3"

5'-5 5/8"

98'-2 1/2"

3' -6

LEGEND

SECURE PERIMETER

SHADED AREA OUTSIDE THE

SCOPE OF THIS PROJECT

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IDENTIFICATION

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2 3

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D B

E D

E M

C R

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C O

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AE101

G R

O U

N D

O R

A M

. I S

C H

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

1 GROUND FLOOR PLAN 0 4' 8' 16'

1/8" = 1'-0"

ROOM AREA SCHEDULE

ROOM

NUMBER ROOM NAME

NET AREA

SHOWN

101 BRIEF. RM 221 SF

102 BRIEF. RM 219 SF

103 WEAPONS OFFICE AND SEAO 165 SF

104 STEPS 65 SF

106 CORRIDOR 51 SF

107 MISSION PLANNING 634 SF

108 INTEL PLANNING 341 SF

109 BRIEF. RM 198 SF

110 BRIEF. RM 130 SF

111 CORRIDOR 70 SF

112 CORR. 440 SF

113 BRIEF. RM 165 SF

114 BRIEF. RM 139 SF

115 ELEC 33 SF

116 BRIEF. RM 130 SF

117 CCZ OFFICE 208 SF

118 OFFICE 85 SF

119 BRIEF. RM 194 SF

120 MX BRIEF 124 SF

121 MECH 290 SF

123 LIFT 30 SF

124 INSPECTION 84 SF

157 ACCESS CONTROL 74 SF

173 COMM 132 SF

174 CCZ OFFICE 313 SF

175 BRIEF. RM 152 SF

177 BRIEF.RM 135 SF

178 SIMULATOR 472 SF

179 AUDITORIUM 720 SF

180 CCZ OFFICE 312 SF

182 CORRIDOR 240 SF

183 OPEN 122 SF

185 ELEC 204 SF

186 CORRIDOR 257 SF

GRAND TOTAL: 7149 SF

GENERAL NOTES

A. PERIMETER EXTERIOR DIMENSIONS ARE NOMINAL

AND CONTRACTOR SHALL COORDINATE ACTUAL

OPENING SIZES WITH RESPECT TO DOOR SHIM

SPACE.

B. INTERIOR PLAN DIMENSIONS ARE FROM GRIDLINES

FOR CONTROL AND FROM FACE TO FACE OF STEEL

STUDS, CMU OR CIP CONCRETE.

C. REFER TO LIFE SAFETY PLAN AND DETAILS G-003

FOR FIRE EXTINGUISHER AND CABINET LOCATIONS.

D. ALL PARTITIONS TO BE TYPE A1 UNLESS NOTED

OTHERWISE.

E. MARKERBOARD, 4'H x 6' W. INSTALL AT 36" FROM

BOTTOM (CFCI)

F. 60" TV MONITOR (GFGI)

SHEET KEYNOTES

1. NEW FLOOR DRAIN.

2. AIR HANDLING UNIT - AHU-01.

3. MECHANICAL EQUIPMENT ENCLOSURE - CHAIN LINK

FENCE WITH CHAIN LINK COVER AT 10'-0"+ AFF.

4. NEW CONCRETE STOOP.

5. LOWER SILL OF DOOR TO MATCH CONCRETE FLOOR

ELEVATION. MODIFY GRADE BEAM FOUNDATION AS

REQUIRED. DEMOLISH CONCRETE STEPS OUTSIDE

DOOR. INSTALL NEW CONCRETE STOOP TO MATCH

GRADE.

6. LOCATION FOR EXISTING AIR CONDITIONING AND HOT

WATER EQUIPMENT SERVING PARTS OF THE SECURE

AREA.

7. EXISTING ELECTRICAL SERVICE ENTRANCE

EQUIPMENT (TO BE REUSED).

8. EXISTING FIRE RISER (TO BE REUSED).

9. APPROXIMATE LOCATION FOR EXISTING OSP

TELECOMMUNICATIONS ENTRANCE FACILITY.

10. PAIR OF 3'-0" W x 10'-0" H CHAIN DOUBLE SWINGING

GATE. NOTE: ALIGN GATE OPENING WITH

MECHANICAL UNIT CLEARANCE.

11. ALIGN NEW WALL FLUSH WITH EXISTING WALL.

12. GUARDRAIL DETACHABLE AT FRONT OF THE DOOR.

13. THE CONTRACTOR MUST VERIFY THE GRADE

ELEVATION OF THE EXISTING SIDEWALK AND ADJUST

THE LENGTH OF THE RAMP AND ADJUST THE

NUMBER OF STEPS ACCORDING TO THE EXISTING

GRADE.

14. EXISTING DOWNSPOUT TO REMAIN.

15. ALIGN WALLS.

16. REINSTALL SALVAGED, WALL MOUNTED, PED

(PERSONAL ELECTRONIC DEVISE) STORAGE (CFCI)

NEAR ACCESS CONTROL (ROOM 157). LOCATE PED

STORAGE 10' OUTSIDE THE SECURE PERIMETER.

COORDINATE LOCATION WITH FIRE PROTECTION &

MECHANICAL EQUIPMENT.

AE301

A A

C C

D D

F F

AE301

114113

157106

119 120

T T

U U

V V

19'-0" 22'-2" 13'-4" 10'-4" 5'-4" 13'-0" 7'-7"

AE302

E E

1' -6

-0

4' -7

-6

8' -5

-4

'-0

-0

'-0

-0

'-7

-5

9' -0

AE304

TYPICAL CEILING LEGEND

2' x 2' CEILING GRID

GYP BD CEILING

2' x 4' LIGHT FIXTURE - EMERGENCY

RECESSED DOWNLIGHT

EXIT SIGNS

WALL MTD EXTERIOR LIGHT

SUPPLY AIR DIFFUSERS

RETURN AIR GRILLES

2' x 4' LIGHT FIXTURE FIXTURE

2' x 4' LIGHT FIXTURE - CLG MTD

WALL MTD EXTERIOR LIGHT - EMERGENCY

RECESSED DOWNLIGHT - EMERGENCY

4' LIGHT FIXTURE - STRIP SUSPENDED

STROBE LIGHT

SUSPENDED PROJECTOR

4' LIGHT FIXTURE - STRIP SUSPENDED

EMERGENCY

WALL MTD EXTERIOR LIGHT

BATTERY OPERATED EMERGENCY LIGHT

2' x 2' LIGHT FIXTURE - EMERGENCY

2' x 2' LIGHT FIXTURE FIXTURE

CEILING MOUNTED PROJECTOR

LEGEND

SECURE PERIMETER

SHADED AREA OUTSIDE THE

SCOPE OF THIS PROJECT

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IDENTIFICATION

O R

N U

D W

N B

C R

O N

2 3

N U

D B

E D

E M

C R

O N

C O

N U

R N

G U

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AE102

R E F

G P

A M

. I S

C H

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

1 REFLECTED CEILING PLAN

GENERAL NOTES

A. ALL CEILINGS TO BE 9'-0" AFF UNO.

B. ALL 2x2 CEILING GRIDS ARE CENTERED AND ORIENTED

AS SHOWN WITH EQUAL TILES ON OPPOSITE SIDES OF

EACH ROOM UNLESS NOTED AND DIMENSIONED

OTHERWISE.

C. REFER TO ROOM FINISH SCHEDULE FOR GENERAL

CEILING HEIGHTS, UNIQUE OR SPECIFIC HEIGHTS WILL

BE CALLED OUT ON REFLECTED CEILING PLAN.

D. SHADED AREA OF REFLECTED CEILING PLAN IS

OUTSIDE THE SCOPE OF THIS PROJECT.

ROOM NAME SCHEDULE

ROOM NUMBER ROOM NAME

101 BRIEF. RM

102 BRIEF. RM

103 WEAPONS OFFICE AND SEAO

104 STEPS

106 CORRIDOR

107 MISSION PLANNING

108 INTEL PLANNING

109 BRIEF. RM

110 BRIEF. RM

111 CORRIDOR

112 CORR.

113 BRIEF. RM

114 BRIEF. RM

115 ELEC

116 BRIEF. RM

117 CCZ OFFICE

118 OFFICE

119 BRIEF. RM

120 MX BRIEF

121 MECH

123 LIFT

124 INSPECTION

157 ACCESS CONTROL

173 COMM

174 CCZ OFFICE

175 BRIEF. RM

177 BRIEF.RM

178 SIMULATOR

179 AUDITORIUM

180 CCZ OFFICE

182 CORRIDOR

183 OPEN

185 ELEC

186 CORRIDOR

0 4' 8' 16'

1/8" = 1'-0"

A C D F SJ L QKG

AE301

ROOF 02

115'-0"

ROOF 02

115'-0"

AE303

1 1 24

AE302

LOWER LEVEL

96'-9"

LOWER LEVEL

96'-9"

COMPUTER FLOOR

98'-3"

178B10 '-0

E M

121A 183A

AE304

9 1010

GROUND FLOOR

100'-0"

AE301

12346 5

LOWER LEVEL

96'-9"

COMPUTER FLOOR

98'-3"

185A

108B

3 9

AE501

'-0

B ro ad wa y E xte ns ion

, S uit e 5

Ok lah om a C ity , O

L 4

.84

0.2 fs b-ae

.co m

D A

O R

C E

M O

Y B9

R A

A N

1, SU

SHEET

IDENTIFICATION

O R

N U

D W

N B

C R

O N

2 3

N U

D B

E D

E M

C R

O N

C O

N U

R N

G U

L ac kl an d Ai r F or ce B as e

Sa n

An to ni o, T ex as

L-

-D

-0

M A

1, C :\U sers\jdb\D ocum ents\M y R evit\61670_Arch_jdb.rvt

:1 1 :

AE201

G E

N S

A M

. I S

C H

SCALE: 3/16" = 1'-0"

2 WEST ELEVATION

SHEET KEYNOTES

1. NEW SCHEDULED DOOR(S).

2. NEW CONCRETE STOOP.

3. NEW GUARDRAIL.

4. INFILL WALL OPENING WHERE DOUBLE DOOR WAS

DEMOLISHED. INFILL WALL FINISH TO MATCH

EXTERIOR FINISH OF ADJACENT MASONRY.

5. INFILL WALL OPENING AROUND AND ABOVE NEW

DOUBLE DOOR WHERE STRUCTURE WAS ADDED.

INFILL WALL FINISH TO MATCH EXTERIOR FINISH OF

ADJACENT MASONRY.

6. MECHANICAL EQUIPMENT ENCLOSURE - CHAIN LINK

FENCE WITH CHAIN LINK COVER AT 10'-0"+ AFF.

7. EXTERIOR LIGHT FIXTURE - RE: ELECTRICAL

8. CHAIN LINK FENCE STRUCTURE WITH CHAIN LINK

COVER AT 10'-0" AFF.

9. EXISTING DOWNSPOUT TO BE RELOCATED AS

REQUIRED TO AVOID INTERFERENCE WITH NEW

DOOR 178B.

10.EXISTING DOWNSPOUT TO REMAIN.

11.MECHANICAL DUCTWORK.

SCALE: 3/16" = 1'-0"

1 NORTH ELEVATION

4' 12'8'0

3/16" = 1'-0"

A C D F SJ L QKG

ROOF 02

115'-0"

STRUCTURAL DECK

113'-0"

AE302

AE303

AE302

LOWER LEVEL

96'-9"

COMPUTER FLOOR

98'-3"

ELEC

185 AUDITORIUM

179 CORRIDOR

SIMULATOR

CCZ OFFICE

E M

M3 M3M3 M3

178A 180A 174A

5 5 5

AE302

GROUND FLOOR

100'-0"

SECOND FLOOR

117'-4"

ROOF 04

129'-8"

AE301

1 2 3 4 6 75AD103

ROOF 02

115'-0"

STRUCTURAL DECK

113'-0"

'-3

LOWER LEVEL

96'-9"

AUDITORIUM

MECH

INSPECTION

MISSION

PLANNING

INTEL

PLANNING

COMPUTER FLOOR

98'-3"

'-6

M2M2

LEGEND

SHADED AREA OUTSIDE THE

SCOPE OF THIS PROJECT

B ro ad wa y E xte ns ion

, S uit e 5

Ok lah om a C ity , O

L 4

.84

0.2 fs b-ae

.co m

D A

O R

C E

M O

Y B9

R A

A N

1, SU

SHEET

IDENTIFICATION

O R

N U

D W

N B

C R

O N

2 3

N U

D B

E D

E M

C R

O N

C O

N U

R N

G U

L ac kl an d Ai r F or ce B as e

Sa n

An to ni o, T ex as

L-

-D

-0

M A

1, C :\U sers\jdb\D ocum ents\M y R evit\61670_Arch_jdb.rvt

:1 1 :

AE301

B U

G S

O N

A M

. I S

C H

SCALE: 3/16" = 1'-0"

2 BUILDING SECTION

SCALE: 3/16" = 1'-0"

1 BUILDING SECTION

GENERAL NOTES

SHEET KEYNOTES

1. 3/4" FRT PLYWOOD ON 3 5/8" COLD FORMED

CHANNELS @ 12" OC.

2. EXISTING CONCRETE SLAB.

3. EXISTING RAISED ACCESS FLOOR TO REMAIN IN

THIS AREA.

4. EXISTING STRUCTURAL DECK.

5. NEW SCHEDULED DOOR.

A. THE CONTRACTOR SHALL MAKE ALL PENETRATIONS

AIRTIGHT INCLUDING INCIDENTAL OPENINGS AT OR

AROUND ELECTRICAL BOXES, CONDUIT, PLUMBING,

AND OTHER ASSEMBLIES.

4' 12'8'0

3/16" = 1'-0"

GROUND FLOOR

100'-0"

SECOND FLOOR

117'-4"

AE301

1 2 3 4 6 75

STRUCTURAL DECK

113'-0"

LOWER LEVEL

96'-9"

OPEN

CORRIDOR

STEPS

BRIEF. RM

MX BRIEF

3' -0

B2 M3 M3

179A 179B

107A

9 101010

AE305

CORR.

M3 B2 M2

C D FAE301

AE301

STRUCTURAL DECK

113'-0"

AE503

LOWER LEVEL

96'-9"

LOWER LEVEL

96'-9"

'-6

5' -9

'-6

COMPUTER FLOOR

98'-3"

AUDITORIUM

AE503

3'-11 3/8" 4'-0" 4'-0" 4'-0" 4'-0" 3'-8"

AE302

LEGEND

SHADED AREA OUTSIDE THE

SCOPE OF THIS PROJECT

LOWER LEVEL

96'-9"

1 OF 4 EQ. SPACES

EQ EQ

" T O

'-6

" 1 4

6 58

B ro ad wa y E xte ns ion

, S uit e 5

Ok lah om a C ity , O

L 4

.84

0.2 fs b-ae

.co m

D A

O R

C E

M O

Y B9

R A

A N

1, SU

SHEET

IDENTIFICATION

O R

N U

D W

N B

C R

O N

2 3

N U

D B

E D

E M

C R

O N

C O

N U

R N

G U

L ac kl an d Ai r F or ce B as e

Sa n

An to ni o, T ex as

L-

-D

-0

M A

1, C :\U sers\jdb\D ocum ents\M y R evit\61670_Arch_jdb.rvt

:1 1 :

AE302

B U

G S

O N

A M

. I S

C H

SCALE: 3/16" = 1'-0"

1 BUILDING SECTION

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

2 SECTION DETAIL 4' 12'8'0

3/16" = 1'-0"

0 1' 2' 4'

1/2" = 1'-0"

SHEET KEYNOTES

1. 3/4" FRT PLYWOOD (TYP).

2. 3 5/8" 16 GA CFMF JOISTS @ 12" OC.

3. 3 5/8" 16 GA. CFMF STUDS AT 12" OC. W/ #10

SCREWS AT 12" OC.

4. CARPET @ EACH LEVEL.

5. PRESSURE TREATED FRT 2 x 4.

6. EXISTING CONCRETE SLAB

7. EXISTING RAISED ACCESS FLOOR TO REMAIN.

8. POWDER-ACTUATED PINS AT 12" OC. (ALTERNATE)

9. CONCRETE STEPS.

10. SCHEDULED DOOR.

11. DIAGONAL BRACING @ EACH SIDE OF MODULE.

GENERAL NOTES

A. THE CONTRACTOR SHALL MAKE ALL PENETRATIONS

AIRTIGHT INCLUDING INCIDENTAL OPENINGS AT OR

AROUND ELECTRICAL BOXES, CONDUIT, PLUMBING,

AND OTHER ASSEMBLIES.

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

3 TYPICAL TIERED SEATING MODULE

ROOF 02

115'-0"

STRUCTURAL DECK

113'-0"

SCHEDULED CEILING

DEMOLISH

EXISTING RAISED

ACCESS FLOORING

SCHEDULED DOOR

& FRAME

DEMOLISH

EXISTING STOOP,

STAIRS AND RAILING

EXISTING STRUCT.

DECK TO REMAIN

EXISTING

CONCRETE SLAB

EXISTING CONCRETE

FOOTING

CONCRETE

STOOP

BRICK VENEER BEYOND

(TO MATCH EXISTING)

LOWER LEVEL

96'-9"

COMPUTER FLOOR

98'-3"

AE503

7' -4

DEMOLISH

EXISTING

EXTERIOR DOOR

EXISTING WALL TO

REMAIN

ROOF 02

115'-0"

STRUCTURAL DECK

113'-0"

EXISTING STRUCT.

DECK TO REMAIN

EXISTING RAISED

COMPUTER FLOOR

TO REMAIN

SCHEDULED

EXTERIOR DOOR &

FRAME

CONCRETE INFILL

NEW CONCRETE

STOOP

WALL INFILL

EXISTING

CONCRETE SLAB

EXISTING

CONCRETE FOOTING

LOWER LEVEL

96'-9"

COMPUTER FLOOR

98'-3"

AE503

AE501

AE304

GROUND FLOOR

100'-0"

SECOND FLOOR

117'-4"

ROOF 04

129'-8"

STRUCTURAL DECK

113'-0"

SCHEDULED CEILING

EXISTING STRUCT.

DECK TO REMAIN

EXISTING

CONCRETE SLAB

EXISTING CONCRETE

FOOTING

SCHEDULED CEILING

EXISTING ROOF

TO REMAIN

CARPET @ EACH LEVEL

AE503

LOWER LEVEL

96'-9"

COMPUTER FLOOR

98'-3"

INSPECTION

MISSION

PLANNING

AUDITORIUM

EXISTING STRUCT.

DECK TO REMAIN

3/4" FRT PLYWOOD

3 5/8" 16 GA CFMF

JOISTS @ 12" OC.

AE305

3'-11 1/8"

2'-5 1/2" 8"

1' -0

11 2

66 6

B ro ad wa y E xte ns ion

, S uit e 5

Ok lah om a C ity , O

L 4

.84

0.2 fs b-ae

.co m

D A

O R

C E

M O

Y B9

R A

A N

1, SU

SHEET

IDENTIFICATION

O R

N U

D W

N B

C R

O N

2 3

N U

D B

E D

E M

C R

O N

C O

N U

R N

G U

L ac kl an d Ai r F or ce B as e

Sa n

An to ni o, T ex as

L-

-D

-0

M A

1, C :\U sers\jdb\D ocum ents\M y R evit\61670_Arch_jdb.rvt

:1 1 :

AE303

O N

A M

. I S

C H

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

1 WALL SECTION

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

2 WALL SECTION

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

3 WALL SECTION

GENERAL NOTES

A. FIELD VERIFY EXISTING CONDITIONS PRIOR TO

DEMOLITION OR CONSTRUCTION ACTIVITIES.

0 1' 2' 4'

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

4 PLAN DETAIL

SHEET KEYNOTES

1. LIFT ENCLOSURE.

2. LIFT TOWER ASSEMBLY.

3. PROVIDE BRACING PER MANUFACTURER'S

INSTRUCTIONS TO SUPPORT LIFT TOWER

ASSEMBLY.

4. 8" CONCRETE RETAINING WALL.

5. CONCRETE STEPS.

6. 2x6 TREATED WOOD BLOCKING AT 44" OC AFF AT

LOWER LEVEL (EL. 96'-9") TO ANCHOR LIFT TOWER

PER MANUFACTURERS INSTRUCTIONS.

6" 1'-6"1'0

1 1/2" = 1'-0"

SECOND FLOOR

117'-4"

STRUCTURAL DECK

113'-0"

LOWER LEVEL

96'-9"

BRIEF. RM

D5 7"

AE503

9 1/2"

EXISTING

STRUCTURAL DECK

EXISTING SCHEDULED

PARTITION

EXISTING CONCRETE

RETAINING WALL

(FIELD VERIFY)

EXISTING CONCRETE

FLOOR SLAB

SCHEDULED CEILING

EXISTING CONCRETE

FLOOR SLAB

GROUND FLOOR

100'-0"

SECOND FLOOR

117'-4"

STRUCTURAL DECK

113'-0"

LOWER LEVEL

96'-9"

BRIEF. RM

EXISTING STRUCTURAL DECK

SCHEDULED CEILING

EXISTING PARTITION

EXISTING

CONCRETE FLOOR

SLAB

EXISTING

CONCRETE FLOOR

SLAB

EXISTING CONCRETE

RETAINING WALL

CAVITY AREA - TO BE

INSPECTED, HAVE PHOTOS

TAKEN AND BE SEALED OFF

SCHEDULED DOOR

STEEL DOOR FRAME

FILLED W/ GROUT

CONT SEALANT (BOTH SIDES)

5/8" GYP. BD

3 5/8" METAL STUD

WALL INFILL

EXISTING METAL STUD

WALL INFILL VERIFY

4 1/2"

EXISTING METAL STUD

WALL VERIFY

3 5/8" METAL STUD HEADER

8" TRACK

EXISTING PARTITION

5/8" F.R. PLYWOOD

EXISTING FLUID APPLIED

VAPOR RETARDER

FLUID APPLIED

VAPOR RETARDER

CAREFULLY REMOVE

PORTION OF BRICKS

AND REUSE

PREFINISHED METAL

FLASHING

EXISTING MASONRY

EXTERIOR WALL

1/2" GYP.

SHEATHING

EXISTING GYP.

SHEATHING

STEEL LOOSE

ANGLE L5X5X5/16,

EXTEND 8" BEYOND

OPENING EA. SIDE

SCHEDULED DOOR

STEEL DOOR FRAME

FILLED W/ GROUT

CONT SEALANT

(BOTH SIDES)

3 5/8"METAL STUD

WALL INFILL

EXISTING MASONRY

EXTERIOR WALL

5/8" GYP BD.

EXISTING METAL

STUD WALL INFILL

VERIFY

DOUBLE COLD-FORMED

STUDS (800 S162-54)

PORTION OF

5/8" GYP BD.

5/8" F.R. PLYWOOD

FLUID APPLIED

VAPOR RETARDER

EXISTING FLUID APPLIED

VAPOR RETARDER

1/2" GYP

SHEATHING

EXISTING GYP.

SHEATHING

ROOF 02

115'-0"

LOWER LEVEL

96'-9"

AE503

AE503 CONCRETE STOOP

MASONRY WALL

SCHEDULED

CEILING

GROUND FLOOR

100'-0"

EXISTING SLAB

RETAINING WALL

1 1/2" 8"

STEEL ANGLE

VERTICAL LIFT DOOR

B ro ad wa y E xte ns ion

, S uit e 5

Ok lah om a C ity , O

L 4

.84

0.2 fs b-ae

.co m

D A

O R

C E

M O

Y B9

R A

A N

1, SU

SHEET

IDENTIFICATION

O R

N U

D W

N B

C R

O N

2 3

N U

D B

E D

E M

C R

O N

C O

N U

R N

G U

L ac kl an d Ai r F or ce B as e

Sa n

An to ni o, T ex as

L-

-D

-0

M A

1, C :\U sers\jdb\D ocum ents\M y R evit\61670_Arch_jdb.rvt

:1 2 :

AE304

O N

A M

. I S

C H

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

2 WALL SECTION

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

3 WALL SECTION

GENERAL NOTES

A. FIELD VERIFY EXISTING CONDITIONS PRIOR TO

DEMOLITION OR CONSTRUCTION ACTIVITIES.

SCALE: 3" = 1'-0"

4 HEAD DETAIL

SCALE: 3" = 1'-0"

5 JAMB DETAIL

0 1' 2' 4'

1/2" = 1'-0"

2' 6'4'0

3/8" = 1'-0"

6" 1'-6"1'0

1 1/2" = 1'-0"

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

1 WALL SECTION

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

6 DETAIL

3" 9"6"0

3" = 1'-0"

SECOND FLOOR

117'-4"

STRUCTURAL DECK

113'-0"

LOWER LEVEL

96'-9"

3' -0

1.9" DIA. HANDRAIL

STANDARD PIPE

1'-0"

EXISTING SLAB

SCHEDULED CEILING

EXISTING SLAB

9' -0

-3

SCHEDULED CEILING

3'-1 1/2"

6'-6"

1'-0"

3/4"

AE305

#4 @ EACH TREAD

#4 @ 12" O.C.E.W. BOTTOM

8" CONCRETE WALL WITH #4

DOWEL @ 12" O.C.E.W. SLAB

& WALLS.

#4 DOWEL @ 12" O.C.

DRILL & EPOXY INTO

EXISTING SLAB. 6" EMBED.

8" SLAB WITH #4 DOWEL @

12" O.C.E.W. SLAB.

GROUND FLOOR

100'-0"

SECOND FLOOR

117'-4"

STRUCTURAL DECK

113'-0"

LOWER LEVEL

96'-9"

CORRIDOR

EXISTING SLAB

SCHEDULED CEILING

9' -0

-3

8" SLAB WITH #4 DOWEL @

12" O.C.E.W. SLAB & WALLS.

TYPICAL WALL - NEW 8"

CONCRETE WALL WITH #4

DOWEL @ 12" O.C.E.W.

AE305

96'-6"

#4 DOWEL @ 12" O.C.

DRILL & EPOXY INTO

EXISTING SLAB. 6" EMBED.

AE305

LIFTS DOOR

PROVIDED BY LIFT

MANUFACTURER

7' -0

8' -6

6'-6"

AE304

GROUND FLOOR

100'-0"

SECOND FLOOR

117'-4"

STRUCTURAL DECK

113'-0"

LOWER LEVEL

96'-9"

AE305

STEPS

INSPECTION

8" SLAB WITH #4 DOWEL @ 12" O.C.E.W.

SLAB & WALLS.

3" DEEP LIFT PIT

GROUND FLOOR

100'-0"

SECOND FLOOR

117'-4"

LOWER LEVEL

96'-9"

AE305

MISSION

PLANNING

STEPS

WEAPONS

OFFICE AND

SEAO

NEW 8" SLAB WITH #4 DOWEL

@ 12" O.C.E.W. SLAB & WALLS.

EQ EQ

TV MONITOR(S)

(GFGI)

AV EQUIPMENT

CABINET (GFGI)

SCHEDULED BASE

2' -1

0" 4'

-5

MARKER BOARD

(CFCI)

7' -0

B ro ad wa y E xte ns ion

, S uit e 5

Ok lah om a C ity , O

L 4

.84

0.2 fs b-ae

.co m

D A

O R

C E

M O

Y B9

R A

A N

1, SU

SHEET

IDENTIFICATION

O R

N U

D W

N B

C R

O N

2 3

N U

D B

E D

E M

C R

O N

C O

N U

R N

G U

L ac kl an d Ai r F or ce B as e

Sa n

An to ni o, T ex as

L-

-D

-0

M A

1, C :\U sers\jdb\D ocum ents\M y R evit\61670_Arch_jdb.rvt

:1 2 :

AE305

N S

A M

. I S

C H

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

3 SECTION

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

2 SECTION

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

1 SECTION

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

4 SECTION

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

TYPICAL BRIEFING ROOM

INTERIOR ELEVATION 2' 6'4'0

3/8" = 1'-0"

C C

F F

AE301

4" 3'

-1

1/ 2"

4' -0

-0

4' -0

-0

3' -8

AUDITORIUM

CORRIDOR

MISSION

PLANNING

ELEC

AE303

5'-9 1/4" 14'-4 3/4" 5'-5 3/4" 5 1/4"

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

26'-1" 2'-9 1/2" 4"

3' -3

1/ 4"

179B179A

M3M6

M2M3

M2A1

M6 M3

M3M3

97'-3"

97'-9"

98'-3"

96'-9"

179C

E E

98'-9"

3' -3

EQ EQ EQ EQ

99'-3"

1-1 1-2 1-3 1-4

2-1 2-2 2-3 2-4

3-1 3-2 3-3 3-4

4-1 4-2 4-3 4-4

5-1 5-2 5-3 5-4

AE302

2 12

BRIEF. RM

M3 M3

A5M2

10'-4 5/8" 1'-1 3/4" 1'-9 5/8"

TYP

4'-0"

45°

BRIEF. RM

TYP

4'-0"

110A

A5 M2

M M

AE305

5'-10 3/4" 7'-1 5/8"

13'-0 3/8"

109A

LEGEND

SECURE PERIMETER

AE305

STEPS

1'-0" 6 TREADS @ 11 = 5'-6" 1'-0"

3' -1

3'-1 1/2" 1'-2 3/8"

AE305

96'-9"

100'-0"

M7M7M1

M3 M2

M3 M4

AE305

B4CORRIDOR

179B

M2 M3

M3 M3

LIFT

M5 M3

4 1/2" 2'-9"

AE305

'-6

96'-9"

CORRIDOR

STEPS

3'-0 1/2" 7"

M3 M4

A5 1'

-3

7" 3'-1 1/2"

AE305

179B

96'-6"

96'-9"

LIFT

1'-8 9/16" 3'-4" 10 1/2" 3'-5 3/16"

3'-10 1/2"

AE303

M3 M3

M3 M4

AE305

96'-9"

CORRIDOR

3'-1 1/2"

D5 45

LIFT

96'-9" 96'-6"96'-9"

NEW REINFORCED CONCRETE SLAB

6'-6"

B ro ad wa y E xte ns ion

, S uit e 5

Ok lah om a C ity , O

L 4

.84

0.2 fs b-ae

.co m

D A

O R

C E

M O

Y B9

R A

A N

1, SU

SHEET

IDENTIFICATION

O R

N U

D W

N B

C R

O N

2 3

N U

D B

E D

E M

C R

O N

C O

N U

R N

G U

L ac kl an d Ai r F or ce B as e

Sa n

An to ni o, T ex as

L-

-D

-0

M A

1, C :\U sers\jdb\D ocum ents\M y R evit\61670_Arch_jdb.rvt

:1 1 :

AE401

R G

A M

. I S

C H

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

1 ENLARGED FLOOR PLAN

GENERAL NOTES

SHEET KEYNOTES

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

5 ENLARGED FLOOR PLAN

A. INTERIOR PLAN DIMENSIONS ARE FROM GRIDLINES

FOR CONTROL AND FROM FACE TO FACE OF STEEL

STUDS, CMU OR CIP CONCRETE.

B. REFER TO LIFE SAFETY PLAN AND DETAILS G-003 FOR

FIRE EXTINGUISHER AND CABINET LOCATIONS.

C. ALL PARTITIONS TO BE TYPE A1 UNLESS NOTED

OTHERWISE.

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

2 ENLARGED FLOOR PLAN @ GROUND LEVEL

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

4 ENLARGED FLOOR PLAN @ LOWER LEVEL

1. MARKERBOARD, 4' H x 6' W. INSTALL AT 36" FROM

BOTTOM (CFCI).

2. 60" TV MONITOR (GFGI).

3. 1.9 HANDRAIL STANDARD PIPE.

4. 8" CONCRETE RETAINING WALL WITH #4 DOWEL(S)

@ 12" OCEW.

5. EXISTING CONCRETE RETAINING WALL.

6. DOORS NOT SCHEDULED - THEY ARE INCLUDED IN

THE LIFT PACKAGE.

7. CONCRETE STEPS.

8. EXISTING CONCRETE SLAB.

9. CONCRETE SLAB.

10. LINE OF 3" DEEP VERTICAL LIFT PIT.

11. AUDITORIUM TIERED SEATING MODULE (1 OF 4 @

THIS ELEVATION).

12. AUDITORIUM SEATING GFGI.

13. ALIGN SURFACES FOR SMOOTH JOINT.

0 2' 4' 8'

1/4" = 1'-0"

0 1' 2' 4'

1/2" = 1'-0"

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

3 SLAB PLAN @ LOWER LEVEL

EXISTING SLAB

8" 8" 8"

ADJACENT GRADE

VARIES RE: PLANS

TURN DOWN SLAB EDGE

AROUND PERIMETER

COMPACTED SAND

CONTRACTOR OPTION: OMIT SAND

AND CAST MONOLITHIC 12" THICK

BUTT-TYPE EXPANSION

JOINT (BCJ), RE: 3/C-502

DROP 1/4"

FINISH FLOOR

BUILDING LINE

#4 PERIMETER BAR#3 @12" OCEW

MID-DEPTH

SLOPE @ 2% MAX

CONCRETE MINIMUM 3500 psi COMPRESSIVE STRENGTH 5 1/2 SACK MIX, MAX 4" SLUMP AIR ENTRAINED

LOWER LEVEL

96'-9"

COMPUTER FLOOR

98'-3"

1.9" DIA PIPE

1-1/2" DIA HANDRAIL,

STANDARD PIPE

1.9" DIA POST

AE501

STAIRS BEYOND

CONT. L4X3X1/4"

TOE KICK

LOWER LEVEL

96'-9"

COMPUTER FLOOR

98'-3"

AE501

2'-2 1/4"

1.9" DIA. POST STANDARD PIPE

1.9" DIA. HANDRAIL

STANDARD PIPE

CORE DRILL AND

GROUT SOCKET

1.9" DIA. HANDRAIL STANDARD PIPE

1.9" DIA. PIPE

EQEQEQ

9'-5"

1.9" DIA. POST

STANDARD PIPE

1.9" DIA. PIPE

REMOVABLE HANDRAIL

3' -0

1 2

AE501

4'-3"

2 THREADS @ 11"

1'-10" 9'-9"

96'-9"

15'-2" 8"

LENGTH OF RAMP - AS REQUIRED

NEW RAMP @ 1:12 SLOPE

AE501

5' -0

1.9" DIA HANDRAIL,

STANDARD PIPE

98'-2 1/2"

96'-9"

EXISTING

CONCRETE

SIDEWALK

TO TIE INTO EXISTING SIDEWALK

EXISTING

CONCRETE

SIDEWALK

SCHEDULED DOOR

STEEL DOOR FRAME

FILLED W/ GROUT

CONT SEALANT (BOTH

SIDES)

5/8" GYP. BD.

BRICK TO MATCH

EXISTING

1 1/2" RIGID

INSULATION

3 5/8" METAL STUD

4 1/2"

8" CFMF

FLUID APPIED VAPOR

BARRIER

1/2" EXTERIOR

SHEATHING B4

C E

PENETRATION SLEEVE

WITH FLANGES

ELEVATION SECTION A-A

BACKER ROD &

SEALANT

" M

. W

O U

R T

LOWER LEVEL

96'-9"

4" DIA. CORE

DRILL

NON-SHRINK

GROUT

1.9" DIA POST

1.9" DIA PIPE

NEW STAIRS

BEYOND

COMPUTER FLOOR

98'-3"

2" 3"

1 1/4"

2 1/2"

3/8" STEEL PLATE

CONT. L4X3X1/4" TOE KICK

1/2" DIA THRU BOLTS

W/STD. HOLES

1.9" DIA POST

1.9" DIA PIPE

2 3

LOWER LEVEL

96'-9"

COMPUTER FLOOR

98'-3"

NEW RAMP @ 1:12 SLOPE 8" 15'-2"

EXISTING CONCRETE

SIDEWALK

LENGTH OF RAMP - AS REQUIRED

TO TIE INTO EXISTING SIDEWALK

EXISTING CONCRETE

SIDEWALK

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IDENTIFICATION

O R

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2 3

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C R

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AE501

A M

. I S

C H

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

7 STOOP DETAIL TYP.

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

4 GUARDRAIL SECTION TYP.

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

3 GUARDRAIL ELEVATION

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

1 ENLARGED RAMP PLAN

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

8 PLAN DETAIL

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

9 DETAIL AT PIPE PENETRATION

SCALE: 3" = 1'-0"

5 GUARDRAIL DETAIL

2' 6'4'0

3/8" = 1'-0"

0 2' 4' 8'

1/4" = 1'-0"

1' 3'2'0

3/4" = 1'-0"

6" 1'-6"1'0

1 1/2" = 1'-0"

SCALE: 3" = 1'-0"

6 SECTION DETAIL

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

2 ENLARGED RAMP SECTION

3" 9"6"0

REFER PLAN

GYP BD

HM FRAME

METAL STUD

1/2" TYP CONT.

SEALANT

SOUND

ATTENUATION

GYP BD

FRAME

JAMB ANCHOR

MTL STUDS

TYP

CONT. SEALANT

SOUND

ATTENUATION

REFER PLAN

GYP BD

HM FRAME

METAL STUD

CONT. SEALANT

SOUND

ATTENUATION

MATERIAL

GYP BD

HM FRAME

JAMB ANCHOR

MTL STUDS

CONT. SEALANT

SOUND

ATTENUATION

TYP.

SCHEDULED DOOR

STEEL DOOR FRAME

FILLED W/ GROUT

CONT SEALANT (BOTH SIDES)

5/8" GYP. BD

3 5/8" METAL STUD WALL INFILL

EXISTING METAL STUD

WALL INFILL VERIFY

4 1/2"

EXISTING METAL STUD

WALL VERIFY

3 5/8" METAL STUD HEADER

8" TRACK

5/8" F.R. PLYWOOD

EXISTING FLUID APPLIED

VAPOR RETARDER

FLUID APPLIED

VAPOR RETARDER

CAREFULLY REMOVE

PORTION OF BRICKS

AND REUSE

PREFINISHED…

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 Aug 14, 2020.