g26ra087_Drawings.pdf

PDF 20 MB Posted Jun 17, 2026

Attached to: B90176 Hangar Door Expansion (HADES)
Solicitation number: W9126G26RA087
Issued by: Department of the Army Corps of Engineers Engineering District Fort Worth

About this file

Written by GovTribe AI · Jun 17, 2026

This is a set of design drawings and construction documents for the B90176 Hangar Door Expansion (HADES) project at Fort Hood, Texas, issued May 28, 2026. The document package includes architectural, structural, civil, mechanical, electrical, plumbing, and fire protection design sheets totaling 95 sheets. The project involves replacing two existing rolling sectional hangar doors with new 120-foot-wide vertical lift fabric doors to accommodate the ME-11B aircraft. Key structural modifications include removal and replacement of wind posts, grade beams, spandrel beams, and concrete slab sections. The hangar is classified as an aircraft storage and servicing occupancy (IIB construction type) with a maximum occupant load of 184 persons and a floor area of 121,200 square feet across four hangar bays (HA, HB, HC, HD). Design standards reference UFC 1-200-01, UFC 3-600-01, UFC 4-211-01, 2024 IBC, 2024 IEBC, NFPA 101, NFPA 72, NFPA 13, and NFPA 409.

The design accommodates a basic wind speed of 105 mph (Risk Category II, Exposure C), ground snow load of 14 psf, and seismic design category A per ASCE 7-22. Concrete specifications require 4,000 psi minimum compressive strength with non-shrink grout and ASTM A615 Grade 60 reinforcing steel. Civil work includes removal and replacement of eight concrete pavement panels, installation of four-inch HDPE stormwater drain lines with multiple tees and cleanouts, demolition of three bollards with replacement of nine new bollards, and site restoration. The design incorporates accessibility requirements per IBC/ANSI/ADAAG standards, includes life safety egress planning with exits spaced at 150-foot maximum intervals, and provides detailed specifications for construction joints, expansion joints, and joint sealants. Design firms involved are Larson Design Group (architectural, Oklahoma City) and Citrine-Olsson JV (structural and civil). The contract number is W9126G26BA005, with solicitation number W9126G26RA087.

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AM0005 15JUL26.pdf	PDF	Jul 15, 2026
am_04.pdf	PDF	Jul 13, 2026
Site Visit-07JUL26.pdf	PDF	Jul 13, 2026
Site Visit-22JUN26.pdf	PDF	Jul 13, 2026
AM0003.pdf	PDF	Jul 10, 2026
am_2.pdf	PDF	Jul 2, 2026
am_01.pdf	PDF	Jun 24, 2026
g26ra087.pdf	PDF	Jun 17, 2026

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FORT HOOD

PROJECT LOCATION

OF OKLAHO

M A

ENSED ARCHIT

BRIAN

BOURN

A08515

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

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A W

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B Y

C H

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K E

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S I D

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3 5 7 9 11 13 15 17 19

D A

T E

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME:

M A

R K

D E

S C

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

3817 NW EXPRESSWAY

SUITE 840

OKLAHOMA CITY, OK 73112

(405) 722-7270

Larson Design Group

MAY 28, 2026

A u to d e s k D o c s

/U S

A C

E F t W o rt h

B H a n g a r

D o o r

E x p a n s io n

F t H o o d /B

H a n g a r

D o o r

E x p a n s io n

A rc h .r v t

G-001

C O

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FORT WORTH DISTRICT

W9126G26BA005

MAY 28, 2026

DESIGN PACKAGE

FORT HOOD, TX

B90176 HANGAR DOOR EXPANSION - HADES

MISSION SUPPORT

VICINITY

LOCATION

DRAWING INDEX

MATERIALS LEGEND SYMBOLS LEGEND ABBREVIATIONS

COMPLETE LISTING OF MATERIALS ON THE JOB.

STANDARD AND ARE NOT INTENDED AS A

NOTE: ABOVE MATERIAL INDICATIONS ARE

( DISCONTINUOUS MEMBER )

( CONTINUOUS MEMBER )

MISCELLANEOUS METAL

RIGID INSULATION BOARD

EARTH FILL

BATT INSULATION

ALUMINUM

FINISH WOOD

WOOD BLOCKING

WOOD FRAMING

INSULATED PANEL

PLYWOOD

LARGER SCALE DETAIL MARK

WALL SECTION CUT MARK

BUILDING SECTION CUT MARK

STRUCTURAL GRID COORDINATES

DOOR NUMBER

SQUARE CONCRETE COLUMN

WIDE FLANGE STEEL COLUMN

SQUARE STEEL COLUMN

ROUND STEEL COLUMN

FRAME PARTITION ( METAL STUD )

CONCRETE BLOCK

FOR PLANS AND DETAILS

GYPSUM BOARD

CONCRETE

FACE BRICK

EXISTING BUILDING TO BE MODIFIED

EXISTING BUILDING TO BE REMOVED

EXISTING BUILDING TO REMAIN

BENCHMARK / SPOT ELEVATION

FINISH GRADE CONTOUR

EXISTING TREE TO BE PROTECTED

EXISTING GRADE CONTOUR

EXISTING TREE TO BE REMOVED

PROPERTY LINE

PAVING ( CONCRETE )

PAVING ( ASPHALT )

CONCRETE WALK

TEST HOLE

NEW BUILDING

FENCE X X

15' O

18' E

EXISTING SPOT ELEVATION

FINISH SPOT ELEVATION

100.25

FRAME ELEVATION

PARTITION TYPE

ROOM NAME AND NUMBER

INTERIOR

ELEVATION REF.

A101

SIM

DETAIL SECTION CUT MARK

Room name

NORTH ARROW SYMBOLS

PLAN

NORTH

TRUE

NORTH

FOR DETAILS

SHEET WHERE

ELEV IS DRAWN

ELEV INDICATED

EXTERIOR

ELEVATION REF.SHEET WHERE

ELEV IS DRAWN

ELEV INDICATED

CASEWORK

TAG, REF.

CASEWORK

SECTION

SHEETS

CASEWORK

SECTION

IDENTIFICATION

NUMBER

AB ABOVE

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

ALUM ALUMINUM

APPROX, APP APPROXIMATELY

ATFP, AT/FP ANTI-TERRORISM/FORCE PROTECTION

AWC ACOUSTICAL WALL COVERING

BLDG BUILDING

BM BENCH MARK

BRG BEARING

BTM BOTTOM

C CENTERLINE

CFCI CONTRACTOR FURNISHED, CONTRACTOR INSTALLED

CFOI CONTRACTOR FURNISHED, OWNER INSTALLED

CJ CONTROL JOINT

CLG CEILING

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DN DOWN

DTL DETAIL

DWR DRAWER

EJ, EXP JT EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATION

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXIST, EXSTG EXISTING

EXT, EXTR EXTERIOR

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CABINET

FF, FIN FLR FINISH FLOOR

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIO FOR INFORMATION ONLY

F FLOW LINE

GA GAUGE

GI GALVANIZED IRON

GWB, GYP BD GYPSUM BOARD

HC, HDCP HANDICAPPED (ACCESSIBLE)

HD HEAD

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

INSUL INSULATION

INT, INTR INTERIOR

JST JOIST

JT JOINT

LAM LAMINATE

LAV LAVATORY

LP LIGHT POLE

MATL MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MECH MECHANICAL

MFR, MFG MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED

OFOI OWNER FURNISHED, OWNER INSTALLED

OPNG OPENING

OPP OPPOSITE

PL PLATE

PLYWD PLYWOOD

R RADIUS OR RISER

RE:, REF REFER

REINF REINFORCING / REINFORCED

REQD REQUIRED

RI ROUGH IN

RM ROOM

RO ROUGH OPENING

SB SMART BOARD

SC SOLID CORE

SCHED SCHEDULE / SCHEDULED

SIM SIMILAR

SJ SCORED JOINT

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STL STEEL

STRUCT STRUCTURAL

TB TACK BOARD

TOC TOP OF CURB

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

WD WOOD

SHEET WHERE

DETAIL IS DRAWN

DETAIL INDICATED

EXISTING WALL

GYPSUM SHEATHING

A101

SIM

A101

SIM

A101

SIM

A101

SIM

NOTE: ADDITIONAL SYMBOLS/ABBREVIATIONS NOT SHOWN OR DEFINED WITHIN THIS SHEET MAY OCCUR AND ARE DEFINED ON OTHER DRAWINGS.

3-DIMENSIONAL

ISOMETRIC

VIEW REF.

3-DIMENSIONAL

CAMERA/

PERSPECTIVE

VIEW REF.

3-DIMENSIONAL

ISOMETRIC NORTH

ARROW SYMBOL

PLAN

NORTH

1/A101

SHEET WHERE

VIEW IS DRAWN

VIEW INDICATED

GENERAL

DIRECTION OF

VIEW

SHEET WHERE

VIEW IS DRAWN

VIEW INDICATED

GENERAL

DIRECTION OF

VIEW

SYMBOLS LEGEND

A-201

OF OKLAHO

M A

ENSED ARCHIT

BRIAN

BOURN

A08515

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

3817 NW EXPRESSWAY

SUITE 840

OKLAHOMA CITY, OK 73112

(405) 722-7270

Larson Design Group

MAY 28, 2026

A u to d e s k D o c s

/U S

A C

E F t W o rt h

B H a n g a r

D o o r

E x p a n s io n

F t H o o d /B

H a n g a r

D o o r

E x p a n s io n

A rc h .r v t

G-002

S H

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T I

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E X

Y M

B O

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A N

D A

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F O

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X F

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L A

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M A

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B B

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NUMBER NAME

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX, SYMBOLS AND ABBREVIATIONS

G-003 ACCESSIBILITY REQUIREMENTS

G-004 GENERAL CONVENTIONS

LIFE SAFTEY

LP001 LIFE SAFETY CODE COMPLIANCE PLAN

LP101 LIFE SAFETY FLOOR PLAN - OVERALL

CIVIL

GC001 GENERAL NOTES

CD101 DEMOLITION PLAN

CS101 SITE PLAN

CS102 PROJECT LOCATION AND STAGING AREA MAP

CS501 SITE DETAILS

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES, DESIGN LOADS & ABBREVIATIONS

S-002 GENERAL STRUCTURAL NOTES

SD101 DEMO FOUNDATION PLAN AREA - HA, HB, HC & HD

SD102 ENLARGED DEMO FLOOR PLAN AREA HB & HC

SD201 DEMO ELEVATION PLAN AREA HB & HC

SD202 ENLARGED DEMO ELEVATION PLAN - AREA HB

SD203 ENLARGED DEMO ELEVATION PLAN - AREA HC

S-101 OVERALL NEW FOUNDATION PLAN

S-102 ENLARGED NEW FOUNDATION PLAN

S-111 OVERALL NEW CATWALK FRAMING PLAN - AREA HB & HC

S-112 NEW CATWALK FRAMING PLAN - AREA HB

S-113 NEW CATWALK FRAMING PLAN - AREA HC

S-121 OVERALL ROOF FRAMING PLAN

S-122 NEW FRAMING PLAN - AREA HB

S-123 NEW FRAMING PLAN - AREA HC

S-200 NEW CONSTRUCTION OVERALL ELEVATION AREA HB & HC

S-201 ENLARGED NEW CONSTRUCTION ELEVATION AREA - HB

S-202 ENLARGED NEW CONSTRUCTION ELEVATION AREA - HC

S-203 OVERALL INTERIOR FRAMING ELEVATION AREA - HB & HC

S-204 ENLARGED INTERIOR FRAMING ELEVATION - AREA HB

S-205 ENLARGED INTERIOR FRAMING ELEVATION - AREA HC

S-206 NEW CATWALK FRAMING ELEVATIONS AND SECTION

S-301 STRUCTURAL SECTIONS

S-500 CONCRETE DETAILS

S-501 TYPICAL STRUCTURAL DETAILS

S-502 STRUCTURAL DETAILS

S-503 STRUCTURAL DETAILS

S-504 STRUCTURAL DETAILS

S-505 STRUCTURAL DETAILS

S-506 STRUCTURAL DETAILS

S-901 STRUCTURAL FRAMING ISOMETRIC

ARCHITECTURAL

AD101 DEMOLITION FIRST FLOOR PLAN

AD301 DEMOLITION BUILDING ELEVATION

A-101 FIRST FLOOR PLAN - OVERALL

A-104 FIRST FLOOR PLAN - AREA HA

A-105 FIRST FLOOR PLAN - AREA HB

A-106 FIRST FLOOR PLAN - AREA HC

A-107 FIRST FLOOR PLAN - AREA HD

A-109 FIRST FLOOR PLAN - OVERALL - VEHICLE TOW PLAN

A-111 HANGAR REFLECTED CEILING PLAN

A-113 HANGAR CATWALK ENLARGED PLAN

A-201 EXTERIOR ELEVATIONS

A-310 WALL SECTIONS

A-311 WALL SECTIONS

A-601 DOOR SCHEDULE

INTERIORS

I-100 OVERALL FINISH FLOOR PLAN

I-110 OVERALL SIGNAGE PLAN

I-114 OVERALL STRIPING PLAN

I-501 FINISH DETAILS

I-502 SIGNAGE DETAILS

I-601 FINISH MATERIAL COLOR LEGEND

NUMBER NAME

FIRE PROTECTION

FA001 GENERAL FIRE ALARM INFORMATION

FAD101 FIRE ALARM DEMO FLOOR PLAN - HB

FAD102 FIRE ALARM DEMO FLOOR PLAN - HC

FA101 FIRE ALARM FLOOR PLAN - OVERALL

FA102 FIRE ALARM FLOOR PLAN - HB

FA103 FIRE ALARM FLOOR PLAN - HC

FP001 GENERAL FIRE PROTECTION INFORMATION

FP101 FIRE PROTECTION FLOOR PLAN - OVERALL

PLUMBING

P-001 PLUMBING LEGEND

PD100 DEMOLITION PLAN - PLUMBING - OVERALL

PD101 DEMOLITION PLAN - PLUMBING - AREA HB

PD102 DEMOLITION PLAN - PLUMBING - AREA HC

P-100 FLOOR PLAN - PLUMBING - OVERALL

P-101 FLOOR PLAN - PLUMBING - AREA HB

P-102 FLOOR PLAN - PLUMBING - AREA HC

P-301 PLUMBING SECTION

P-501 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

ELECTRICAL

E-000 LEGEND, ABBREVIATIONS & NOTES

ED101 FLOOR PLAN - DEMO - OVERALL

ED501 DEMO ELECTRICAL SCHEDULES

E-101 FLOOR PLAN - POWER - OVERALL

E-102 FLOOR PLAN - POWER - AREA A

E-103 FLOOR PLAN - POWER - AREA B

E-104 FLOOR PLAN - POWER - AREA HA

E-105 FLOOR PLAN - POWER - AREA HB

E-106 FLOOR PLAN - POWER - AREA HC

E-107 FLOOR PLAN - POWER - AREA HD

E-201 ELEVATION - POWER - AREA HB

E-202 ELEVATION - POWER - AREA HC

E-501 ELECTRICAL SCHEDULES

E-601 EXISTING ONE-LINE DIAGRAM

E-602 HANGAR DOOR ELECTRICAL LOAD DIAGRAM

TOTAL SHEETS IN SET: 95

FRONT APPROACHES

NOTE: X=12 IN. IF DOOR HAS

BOTH A CLOSER AND LATCH

PUSH SIDE

PULL SIDE

NOTE: Y=48 IN. MIN. IF DOOR HAS

CLOSER

LATCH SIDE APPROACHES

NOTE: X=54 IN. MIN. IF DOOR

HAS CLOSER

PUSH SIDE

PULL SIDE

IBC/ANSI/ADAAG - ACCESSIBLE ROUTE

(TYPICAL FOR ALL DOORS)

. 18"

MIN.

24"

MIN.

24"

MIN.

X=42 IN. MIN. IF Y=54 IN.

NOTE: Z=48 IN. MIN. IF DOOR HAS

BOTH A CLOSER AND LATCH.

NOTE: X=36 IN. MIN. IF Y=60 IN.

HINGE SIDE APPROACHES

PUSH SIDE

PULL SIDE

X Y

54" MIN.

T-TURN FOR

WHEELCHAIR ACCESS

ACCESSIBLE ELEMENT

60" WHEELCHAIR

TURNING AREA

ACCESSIBLE PARKING

SPACE FOR CARS OR

VANS OR ACCESSIBLE

SEAT

ACCESSIBLE ENTRANCE

ACCESSIBLE ROUTE TO

ACCESSIBLE

ENTRANCES OR

FACILITIES

LEGEND

AREA OF REFUGE

IBC/ANSI/ADAAG SECTION 308 - ADULT REACH RANGES

OBSTRUCTED FORWARD REACHUNOBSTRUCTED FORWARD REACH OBSTRUCTED FORWARD REACH

M A

20"

MAX.

M A

25"

MAX.

M A

OBSTRUCTED SIDE REACHUNOBSTRUCTED SIDE REACH OBSTRUCTED SIDE REACH

M A

10"

MAX.

M A

24"

MAX.

M A

TYPICAL HANDICAP ACCESSIBLE MOUNTING HEIGHTS ABOVE FINISH FLOOR

DIMENSION NAME ELEMENT

DRINKING FOUNTAIN (STANDING) 602.4 SPOUT HT.M1

MOUNTING HEIGHT REFERENCE ABOVE F.F. ADDITIONAL COMMENTS

602.4 SPOUT HT.M2

GRAB BAR AT TOILET - 18" VERTICAL 604.5 TO BOTTOM OF RAILM3

GRAB BARS AT TOILET - HORIZONTAL 604.9 & 609.4 TO TOP SURFACE OF RAILM4 THE GRAB BAR ON REAR WALL OF NON-ADULT TOILETS CAN BE SPLIT WHEN IT CONFLICTS WITH WATER

VALVE

HANDRAILS 505.4 TO TOP SURFACE OF RAILM5A M5A = ADULT DIMENSION, DIMENSION OF SECOND HANDRAIL TO F.F.

LAVATORY 606.3 TO HIGHEST POINT OF LAVATORY

RIM OR COUNTER

MIRROR 606.3M7

MIRROR ABOVE LAVATORY 606.3M8

TOILET PAPER DISPENSOR 604.7 & 604.10 TO BOTTOM OF DISPENSER OUTLETM9

URINAL 605 TO RIM, 13-1/2" MIN PROJECTIONM10

URINAL FLUSH CONTROLS 605.4 & 309 TO TOP OF CONTROLM11

TOILET SEAT HEIGHT 604.4M12

WATER CLOSET FLUSH CONTROLS 604.6 LOCATED ON WHEELCHAIR SIDEM13

DRINKING FOUNTAIN (WHEELCHAIR)

ANSI A117.1

GUIDELINE

REFERENCE

TO BOTTOM EDGE OF REFLECTING SURFACE

WATER CLOSET CENTERLINE FROM WALL 604.2 WALL TO CENTERLINE OF WATER CLOSETP1

FIRE EXTINGUISHER 308 TO RELEASE CLAMP

FOR SPOUT 30" OR LESS, 24" KNEE AND 12" TOE CLEARANCE NOT REQUIRED IF PARALLEL APPROACH IS

PROVIDED

HANDICAP ACCESSIBILITY ANALYSIS

I. APPLICABLE CODES AND CRITERIA

IN ORDER TO PROVIDE THE BEST

ACCESSIBILITY, THE MOST

STRINGENT REQUIREMENTS OF

THE GUIDELINES BELOW HAVE

BEEN EMPLOYED IN THIS DESIGN.

INTERNATIONAL BUILDING CODE

2018 (IBC) INTERNATIONAL CODE

COUNCIL / AMERICAN NATIONAL

STANDARDS INSTITUTE ICC / ANSI

A117.1 - 2003

ARCHITECTURAL BARRIERS ACT

(ABA) STANDARD (DESIGN

REQUIREMENTS MANUAL, SECTION

1.9)

II. PROJECT SCOPE

A. REMODEL

III. PRIMARY USER GROUPS

A. ADULTS

IV. ASSEMBLY SEATING ANALYSIS -

NOT APPLICABLE

OF OKLAHO

M A

ENSED ARCHIT

BRIAN

BOURN

A08515

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

3817 NW EXPRESSWAY

SUITE 840

OKLAHOMA CITY, OK 73112

(405) 722-7270

Larson Design Group

MAY 28, 2026

A u to d e s k D o c s

/U S

A C

E F t W o rt h

B H a n g a r

D o o r

E x p a n s io n

F t H o o d /B

H a n g a r

D o o r

E x p a n s io n

A rc h .r v t

G-003

A C

C E

S S

R E

Q U

M E

N T

F O

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H O

O D

X F

O R

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O R

T H

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A Y

L O

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T F

O R

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L A

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10'-6"

TYPICAL RULES FOR DETERMINING MOUNTING HEIGHTS, LOCATIONS AND CONFIGURATIONS

GRID

RULE 1 RULE 3

RULE 7

RULE 2

RULE 5 RULE 6

RULE 4

RULE 8

WHEN COMPLETELY DIMENSIONED ON PLANS NOT DIMENSIONED AND LOCATED ON COLUMN OR PILASTER

NOT DIMENSIONED AND LOCATED ADJ TO DOOR AND ON WALL AGAINST WHICH DOOR SWINGS

NOT DIMENSIONED AND LOCATED ON COLUMN OR PILASTER

NOT DIMENSIONED AND LOCATED ADJ TO MIN STRIKE-SIDE OF DOOR NOT DIMENSIONED AND LOCATED ADJACENT TO DOOR (OR WINDOW)

NOT DIMENSIONED AND LOCATED ON COLUMN OR PILASTER

WHEN NOT DIMENSIONED AND LOCATED ADJACENT TO CHANGE IN WALL DIRECTION

LOCATE ITEMS AS INDICATED WHEN SHOWN DIMENSIONED (BOTH HORIZ AND

VERT) BY A PLAN OR DETAIL PLAN.

SPECIFIC VERT DIMENSIONS SHOWN BY ELEVATIONS, SECTIONAL

ELEVATIONS, OR DETAIL ELEVATIONS AND SPECIFIC HORIZ DIM SHOWN BY

PLANS AND DETAIL PLANS TAKE PRECEDENCE OVER TYPICAL MOUNTING

HEIGHTS AND LOCATION RULES.

NON-TYPICAL MOUNTING HEIGHTS MAY BE INDICATED

BY SYMBOL (AS SHOWN), BY KEYED NOTE, OR BY

NOTATION ON PLANS.

WHEN APPLICABLE, COMBINE THIS RULE WITH RULE 2 (PREVIOUS) TO

SYMMETRICALLY ARRANGE GROUPS OF ITEMS HAVING BOTH DIFFERING AND

SIMILAR MOUNTING HEIGHTS.

WHEN NOT DIMENSIONED AND SHOWN LOCATED ON A COLUMN OR PILASTER,

AND WHEN NO OTHER TYPICAL CONFIGURATION DIAGRAM APPLIES: HORIZ

CENTER GROUP OF SIMILAR ITEMS HAVING THE SAME MOUNTING HEIGHT(S)

ABOUT THE CENTERLINE OF THE COLUMN OR PILASTER.

WHEN NOT DIMENSIONED AND SHOWN LOCATED ADJACENT TO DOOR, AND

WHEN NO OTHER TYPICAL CONFIGURATION DIAGRAM APPLIES: MOUNT ITEMS

IN RELATION TO SWING USING TYP OFFSET DIMENSION. VERTICALLY ALIGN

CENTERS OF ITEMS MOUNTED AT DIFFERENT HEIGHTS.

WHEN MULTIPLE ITEMS HAVING THE SAME TYP MOUNTING HEIGHT ARE

INDICATED, MOUNT FIRST ITEM IN RELATION TO SWING USING TYP OFFSET

DIMENSION AND PLACE REMAINING ITEMS ADJACENT TO FIRST ON SIDE

OPPOSITE FRAME AS ILLUSTRATED BY THIS DIAGRAM.

FOR PURPOSES OF THESE RULES, ITEMS SHOWN APPROX. LOCATED WITHIN

4 FEET OF OPEN DOOR ARE CONSIDERED TO BE ADJACENT TO DOOR.

WHEN MULTIPLE ITEMS HAVING THE SAME TYP MTG HGT ARE INDICATED,

MOUNT FIRST ITEM IN RELATION TO FRAME USING TYP OFFSET DIM AND

PLACE REMAINING ADJ TO FIRST ON SIDE OPP FRAME AS ILLUSTRATED BY

THIS DIAGRAM. DO NOT CROWD MULTIPLE ITEMS AGAINST WALL OR

RESTRICTION.

WHEN NOT DIMENSIONED AND SHOWN LOCATED ADJ TO STRIKE SIDE OF DOOR,

AND WHEN STRIKE-SIDE CLEARANCE IS BETWEEN 12 INCHES AND 18 INCHES,

AND WHEN NO OTHER TYPICAL CONFIGURATION DIAGRAM APPLIES: MOUNT

ITEMS IN RELATION TO FRAME USING TYP OFFSET

DIMENSION. VERTICALLY ALIGN CENTERS OF ITEMS MOUNTED AT DIFFERENT

HEIGHTS.

LINE OF WALL OR OTHER

RESTRICTION ON STRIKE-

SIDE OF DOOR.

STRIKE-SIDE OF DOOR.

WHEN MULTIPLE ITEMS HAVING THE SAME TYP MOUNTING HEIGHT ARE

INDICATED, MOUNT FIRST ITEM IN RELATION TO FRAME USING TYP OFFSET

DIMENSION AND PLACE REMAINING ITEMS ADJACENT TO FIRST ON SIDE

OPPOSITE FRAME AS ILLUSTRATED BY THIS DIAGRAM.

SIMILAR RULE APPLIES WHEN ADJACENT TO WINDOW. FOR PURPOSES OF

THESE RULES, ITEMS SHOWN APPROX LOCATED WITHIN 4 FEET OF DOOR ARE

CONSIDERED TO BE ADJACENT TO DOOR (OR WINDOW).

WHEN PROVIDED,

UTILIZE TYP MOUNTING

DIAGRAMS TO

DETERMINE

DIMENSIONS

MULTIPLE ITEMS

AT SAME

HEIGHT

WHEN NOT DIMENSIONED AND SHOWN LOCATED ADJACENT TO DOOR, AND

WHEN NO OTHER TYPICAL CONFIGURATION DIAGRAM APPLIES: MOUNT ITEMS

IN RELATION TO FRAME USING TYP OFFSET DIMENSION. VERTICALLY ALIGN

CENTERS OF ITEMS MOUNTED AT DIFFERENT HEIGHTS.

MULTIPLE ITEMS AT SAME HEIGHT

DOOR WHEN SWUNG AGAINST WALL

WHEN MULTIPLE ITEMS HAVING THE SAME TYP MOUNTING HEIGHT ARE

INDICATED, HORIZONTALLY CENTER GROUP OF ITEMS ON FACE OF COLUMN OR

PILASTER (SEE RULE 3).

WHEN NOT DIMENSIONED AND SHOWN LOCATED ON A COLUMN OR PILASTER,

AND WHEN NO OTHER TYPICAL CONFIGURATION DIAGRAM APPLIES:

HORIZONTALLY CENTER ITEM ON FACE OF COLUMN OR PILASTER. ALIGN

VERTICALLY CENTERS OF MULTIPLE ITEMS HAVING DIFFERING TYPICAL

MOUNTING HEIGHTS.

ON PLANS, ITEMS TO BE

VERTICALLY ALIGNED MAY BE

SHOWN ADJACENT.

ARRANGE ITEMS AT

SAME HEIGHT

SYMMETRICALLY

ABOUT CENTERLINE

MULTIPLE SIMILAR ITEMS AT SAME HEIGHT

FOR PURPOSES OF THESE RULES, ITEMS SHOWN APPROX LOCATED WITHIN 4

FEET OF PLANE CHANGE ARE CONSIDERED TO BE ADJACENT TO CHANGE IN

PLANE.

WHEN MULTIPLE SIMILAR ITEMS HAVING THE SAME TYP MTG HEIGHT ARE

INDICATED, MOUNT FIRST ITEM IN RELATION TO PLANE CHANGE USING TYP

OFFSET DIMENSION AND PLACE REMAINING ITEMS ADJACENT TO FIRST ON SIDE

OPPOSITE PLANE CHANGE AS ILLUSTRATED BY THIS DIAGRAM.

WHEN NOT DIMENSIONED AND SHOWN LOCATED ADJ TO CHANGE IN PLANE OF

WALL, AND WHEN NO OTHER TYP CONFIGURATION DIAGRAM APPLIES: MOUNT

ITEMS IN RELATION TO PLANE CHANGE USING TYP OFFSET DIM. VERTICALLY

ALIGN CENTERS OF ITEMS MOUNTED AT DIFFERENT HEIGHTS.

WHEN APPLICABLE, COMBINE THIS RULE WITH RULE 2 AND/OR RULE 3 (PREVIOUS)

TO SYMMETRICALLY ARRANGE GROUPS OF ITEMS HAVING DIFFERING, SIMILAR,

AND CONFLICTING MOUNTING HEIGHTS.

WHEN NOT DIMENSIONED AND SHOWN LOCATED ON A COLUMN OR PILASTER,

AND WHEN NO OTHER TYPICAL CONFIGURATION DIAGRAM APPLIES:

HORIZONTALLY CENTER GROUP OF DISSIMILAR ITEMS HAVING CONFLICTING

MOUNTING HEIGHT(S) ABOUT THE CENTERLINE OF THE COLUMN OR PILASTER.

GRID

ARRANGE ITEMS AT

CONFLICTING HEIGHTS

SYMMETRICALLY ABOUT

CENTERLINE

GRID GRID

ARCHITECTURAL DIMENSIONING CONVENTIONS

DIMENSION ON PLANS

EQ EQ

6".

EQ EQ

EQEQ

18" MIN. SWING SIDE

12" MIN. OPP. SWING SIDE

3" MIN.

8" TYP. 8" TYP.

4'-0". 4'-0". DOOR SWING

8" TYP.

4'-0".

EQ EQ

EQEQEQEQEQEQ

1. EXCEPT WHERE DIRECTED TO PLACE ITEMS OF THE WORK

AT THE "APPROXIMATE LOCATION SHOWN," DO NOT SCALE

THE DRAWINGS FOR DIMENSIONAL INFORMATION.

2. ALL ELEMENTS OF THE DRAWINGS MAY NOT BE DRAWN TO

EXACT SCALE. ALL DIMENSIONS REQUIRED ARE SHOWN (OR

MAY BE DERIVED FROM THOSE SHOWN OR NOTED) ONT HE

FLOOR PLANS, DETAIL PLANS, ELEVATIONS, SECTIONS,

SCHEDULES, CONFIGURATION DETAILS AND SPECIFICATIONS.

SEE THE NOTES BELOW AND "SYMBOLS AND

ABBREVIATIONS" SHEET FOR DIMENSIONING, GRAPHIC AND

OTHER TYPICAL CONVENTIONS USED ON THIS PROJECT.

3. EXCEPT WHERE SPECIFICALLY NOTED TO THE CONTRARY,

ALL DIMENSIONS SHOWN ON THE ARCHITECTURAL

DRAWINGS CONFORM TO THE FOLLOWING CONVENTIONS:

A. GENERALLY, DIMENSIONS ARE MEASURED TO:

• STRUCTURAL OR DIMENSIONAL GRID LINES.

• CENTERLINE OF STUD (EXCLUSIVE OF GWB,

AND ANY APPLIED FINISHES HAVING

THICKNESS WHICH MAY BE ADDED TO SUCH

WALLS) AT PARTITIONS FRAMED WITH METAL

STUDS. REFER TO "PARTITION TYPES"

SCHEDULE TO DETERMINE THICKNESS OF

EACH PARTITION TYPE.

• FACE OF CONCRETE OR MASONRY WALL

(EXCLUSIVE OF ANY FURRING OR APPLIED

FINISHES HAVING THICKNESS WHICH MAY BE

ADDED TO SUCH WALLS) AT WALLS WITH

CONCRETE OR MASONRY COMPONENTS.

REFER TO STRUCTURAL DRAWINGS AND

"PARTITION TYPES" SCHEDULE TO DETERMINE

THICKNESS OF EACH PARTITION TYPE.

• FACE OF APPLIED FINISH IF NOTED AS A "FACE

OF FINISH" OR "CLEAR" DIMENSION. SEE NOTE

'B' BELOW.

• OUTSIDE EDGE OF HOLLOW METAL DOOR

AND WINDOW FRAMES. REFER TO THE

"DOOR SCHEDULE" AND "FRAME ELEVATIONS"

FOR ADDITIONAL DIMENSIONAL INFORMATION.

• INSIDE EDGE OF FINISHED WALL OPENING AT

OTHER DOORS, WINDOWS AND CURTAIN

WALLS. REFER TO THE "DOOR SCHEDULE"

AND "FRAME ELEVATIONS" FOR ADDITIONAL

DIMENSIONAL INFORMATION.

• DIMENSION OR WORK POINTS AS INDICATED

ON RELATED ARCH DETAIL, PLAN, SECTION,

ELEVATION, LAYOUT OR CONFIGURATION

DETAIL, OR CONSTRUCTION DETAIL.

B. WHERE "FACE OF FINISH" OR "CLEAR"

DIMENSIONS ARE SPECIFICALLY NOTED, THE

DIM IS MEASURED TO:

• FINISH FACES AT THE MOST NARROW OR

CONSTRICTED POINT OF SECTION WHERE

DIMENSION IS SHOWN, WHEN THE DIMENSION

OCCURS ACROSS AN OPEN SPACE. IN THIS

CASE, A "FACE OF FINISH" DIMENSION IS

EQUIVALENT TO A "CLEAR" DIMENSION.

• FINISH FACES AT THE WIDEST OR MOST

EXPANSIVE POINTS OF THE SECTION THE

DIMENSION IS SHOWN WHEN THE DIMENSION

OCCURS ACROSS AN OBJECT OR GROUP OF

OBJECTS.

C. WHERE "EQUAL" DIMENSIONS ARE USED:

• IN CASEWORK AND OTHER SUCH ELEMENTS, "EQUAL"

DIMENSIONS ARE NOT INTENDED TO REQUIRE CUSTOM

COMPONENTS. SUCH "EQUAL" ELEMENTS SHALL BE THE

SAME SIZE, AT THE STANDARD SIZE INCREMENT THAT

MOST NEARLY EQUALS THE DESIGNED OVERALL

DIMENSION. IN THESE CONDITIONS, EQUAL SIZE FILLER

PANELS ARE INTENDED AND REQUIRED AT EACH END OF

THE RUN.

D. WHERE "EQUAL" DIMENSIONS ARE USED ON

REFLECTED CEILING PLANS TO LOCATE CEILING

GRID WORK POINTS, MEASURE DIMENSIONS TO:

• EDGE OF THE INDICATED CEILING AT THE FACE OF THE

ADJACENT APPLIED FINISH, MEASURED AT THE PLANE OF

THE CEILING.

• CAUTION: DUE TO THE POSSIBLE APPLICATION OF APPLIED

FINISHES (THE THICKNESS OF WHICH MAY VARY BETWEEN

FLOOR AND CEILING AND IS NOT ACCOUNTED FOR BY THE

DIMENSIONS SHOWN ON THE FLOOR PLANS, EXCEPT AS

INDICATED BY "FACE OF FINISH" OR "CLEAR"), THE

CONTRACTOR MUST ADJUST, AS NECESSARY, THE FLOOR

PLAN DIMENSIONS TO REFLECT THE ACTUAL DIMENSIONS

FOUND AT THE PLANE OF THE CEILING.

4. WHERE WALLS AND/OR PARTITIONS OF UNEQUAL

THICKNESS ABUT, ALIGN EXPOSED FACES, UNLESS

OTHERWISE NOTED.

5. WHERE DIMENSIONS ARE NOT PROVIDED ON FLOOR

PLANS TO LOCATE DOOR OPENINGS, APPLY THE

FOLLOWING RULES IN ORDER, TO DETERMINE THE

LOCATION OF DOOR OPENINGS:

A. DOOR OPENINGS MAY BE DIMENSIONED ON

DRAWINGS OTHER THAN THE FLOOR PLANS.

REFER TO THE SECTIONS, ELEVATIONS, DETAILS

AND DOOR SCHEDULE NOTES FOR ADDITIONAL

DIMENSIONAL INFORMATION.

B. WHERE THE HINGE-SIDE OF A DOOR IS SHOWN ADJACENT

TO A WALL, OR WALLS, PERPENDICULAR TO THE WALL IN

WHICH THE DOOR OPENING OCCURS:

• AT DOORS OCCURRING IN METAL FRAMED GYPSUM BOARD

PARTITIONS, LOCATE THE HINGE-SIDE OF THE DOOR

FINISHED OPENING 4 INCHES FROM THE FACE (EXCLUSIVE

OF APPLIED FINISHES) OF THE CLOSEST PERPENDICULAR

WALL OR PARTITION ASSEMBLY.

• AT DOORS OCCURRING IN WALLS OF CONCRETE OR

CONCRETE MASONRY CONSTRUCTION, LOCATE THE

HINGE-SIDE OF THE DOOR FINISHED OPENING 10 INCHES

FROM THE FACE (EXCLUSIVE OF APPLIED FINISHES) OF

THE CLOSEST PERPENDICULAR WALL OR PARTITION

ASSEMBLY.

C. WHERE DOOR OCCURS NOT ADJACENT TO A

PERPENDICULAR WALL, AND EITHER "DIM E" OR "DIM F" IS

16'-0" OR LESS, LOCATE DOOR UTILIZING THE FOLLOWING

MINIMUM DIMENSIONS:

• DIMENSION A = 18 INCHES MIN

• DIMENSION B = 12 INCHES MIN

• DIMENSIONS C = DOOR WIDTH + 2 INCHES MINIMUM

• DIMENSION D = 4 INCHES MIN AT METAL

FRAMED GYP BD PARTITIONS

• DIMENSIONS E AND F = AS SHOWN ON PLANS

• DIMENSION G = 36 INCHES MIN

• DIMENSION H = 60 INCHES MIN

• IF SPACE ALLOWS, CENTER DOOR IN WALL SHOWN ON THE DRAWINGS SO

THAT EITHER "DIM A" EQUALS "DIM C", OR "DIM B" EQUALS "DIM D".

D. IF "DIM E" IN DIAGRAMS BELOW IS LESS THAN THE SUM OF 2 TIMES THE DOOR

WIDTH PLUS 20 INCHES, LOCATE DOOR SO THAT MINIMUMS STATED BY NOTE 4C

ABOVE FOR "DIM A", "DIM B", AND "DIM D" ARE MET, MAXIMIZING "DIM A" AND

MINIMIZING "DIM D" TO THE EXTENT POSSIBLE.

MEASURED AT CLG PLANE

"EQUAL" DIM AT CEILING

MEASURED TO FACE OF PTN

TYP. DIM ON CEILING PLAN

4".

C G

B D

A D

ALIGN

10".

OF OKLAHO

M A

ENSED ARCHIT

BRIAN

BOURN

A08515

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3817 NW EXPRESSWAY

SUITE 840

OKLAHOMA CITY, OK 73112

(405) 722-7270

Larson Design Group

MAY 28, 2026

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PROJECT DATA AND CODE INFORMATION

PROJECT DATA

APPLICABLE CODES

LIFE SAFETY INFORMATION

USE OR OCCUPANCY CLASSIFICATION

TYPE OF CONSTRUCTION

REFERENCE

PROJECT NAME

PROJECT ADDRESS

OWNER

DOD BUILDING CODEUFC 1-200-01, CHANGE 4

US ARMY CORPS OF ENGINEERS

FORT HOOD, TX

B90176 HANGAR DOOR EXPANSION - HADES MISSION SUPPORT

OCCUPANCY (OCCUPANT LOAD)

CONSTRUCTION TYPE

BEARING WALLS: INT./EXT.

FIRE PROTECTION REQUIREMENTS REQUIRED PROVIDED

AIRCRAFT HANGAR, AIRCRAFT STORAGE AND SERVICING AREAS

IIB (SPRINKLERED, SINGLE-STORY)

UFC 3-600-01 TABLE 10-1

2024 IBC, SECTION 602

DESIGN LIMITATIONS

NONBEARING WALLS: INT./EXT.

ROOF / CEILING

FLOOR / CEILING

HANGAR SEPARATIONS

0 HR. / 0 HR.

0 HR. / 0 HR. 0 HR. / 0 HR.

0 HR. / 0 HR.

0 HR. / 1 HR. 0 HR. / 0 HR.

1 HR. 1 HR. & 0 HR.

2024 IBC, SECTION 602

UFC 4-211-01 section 3-3.1.3

MEANS OF EGRESS

HEIGHT

AREA

STORIES

TRAVEL DISTANCE TO EXIT

OCCUPANT LOAD

MAX. ALLOWED PROVIDED

75'-0"

UNLIMITED

71'-0"

121,200 SQ. FT.

2024 IBC, TABLE 504.3

2024 IBC, SECTION 507.4

250'-0"

PERSONS

NFPA 101 SECTION 40.2.6

UFC 3-600-01 TABLE 10-1

0 HR. / 0 HR. 0 HR. / 0 HR.

HANGAR BAY HANGAR BAY

224'-0"

2025 EDITION NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE

EGRESS WIDTH PER OCCUPANT

STAIRS

DOORS

MIN. ALLOWED PROVIDED

N/A

32"

N/A

NFPA 101 SECTION 7.3.4.1(2)

NFPA 101 TABLE 7.3.3.1

HIGH-HAZARD

36"

(33" CLEAR)

PROJECT DATA

LIFE SAFETY CODE2024 EDITION NFPA 101

II (000) NFPA 220 TABLE 4.1.1 AS

REFERENCED BY NFPA 101 SECTION

8.2.1.2

HIGH-HAZARD

AIRCRAFT MAINTENANCE HANGARSUFC 4-211-01, CHANGE 3

FIRE PROTECTION ENGINEERING FOR FACILITIES UFC 3-600-01, CHANGE 6

DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGSUFC 4-010-01, CHANGE 3

DESIGN AND O&M: MASS NOTIFICATION SYSTEMSUFC 4-021-01, DATED 04/09/2008

STANDARD ON TYPES OF BUILDING CONSTRUCTION2024 EDITION NFPA 220

STANDARD ON AIRCRAFT HANGARS2022 EDITION NFPA 409

STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS2025 EDITION NFPA 13

OCCUPANCY (MEANS OF EGRESS)

2024 EDITION IBC INTERNATIONAL BUILDING CODE

2024 EDITION IEBC INTERNATIONAL EXISTING BUILDING CODE

TRAVEL DISTANCE TO HANGAR EXITS 150'-0" NFPA 101 SECTION 40.6.2.2

OCCUPANCY (CONSTRUCTION

TYPE )

GENERAL INDUSTRIAL

NFPA 101 CHAPTER 7

IBC SECTION 311.2

S-1 STORAGE

FIRE CODE2024 EDITION NFPA 1

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THIS PROJECT CONSISTS OF THE REPLACEMENT OF TWO EXISTING ROLLING SECTIONAL HANGAR DOORS WITH NEW 120-FOOT-WIDE VERTICAL LIFT FABRIC DOORS. THE HANGAR WAS ORIGINALLY DESIGNED FOR HOUSING UNMANNED AERIAL SYSTEMS AND WILL BE RENOVATED WITH LARGER HANGAR BAY DOORS TO ACCOMMODATE THE ME-11B AIRCRAFT. ALL AREAS OUTSIDE OF HANGAR BAYS ARE OUT OF SCOPE.

05/28/2026

2.1

3.8

7.1

141 FT NEW EXIT SPACING 140 FT NEW EXIT SPACING

A D E F G H J K L M N P Q RC.8 S

192 FT.

OCCUPANT LOAD: 184

SUPPORT AREA NOT IN SCOPE OF WORK

36"

EXISTING EXIT

36"

EXISTING EXIT

36"

EXISTING EXIT

36"

EXISTING EXIT

36"

EXISTING EXIT

36"

EXISTING EXIT

36"

EXISTING EXIT

224 FT.

EXIT EXITEXIT EXIT EXIT

E X

IT E

E X

FEB

EXIT

36"

NEW EXIT

EXIT TO BE DEMOLISHEDEXIT TO BE DEMOLISHED

NEW EXIT NEW EXIT

EGRESS LEGEND

START OF COMMON PATH AND

TRAVEL DISTANCE

END OF COMMON PATH

TRAVEL DISTANCE

DEAD END PATH

PATH OF EXIT

XX"

XXX

MAX EXPECTED OCCUPANTS AT EXIT

BASED ON OCCUPANT LOAD FACTOR

ACTUAL WIDTH OF EXIT

MAX ALLOWABLE OCCUPANTS AT

EXIT BASED ON EXIT WIDTH

EGRESS DATA

OCCUPANCY EXIT ROUTE TYPE

MAXIMUM

ALLOWABLE

100'-0"COMMON PATH (NFPA 101 SECTION 40.2.5)

SYMBOLS LEGEND

MAXIMUM TRAVEL DISTANCE TO EXIT

(NFPA 101 SECTION 40.2.6)

250'-0"

FIRE EXTINGUISHER IN SEMI-RECESSED

FIRE EXTINGUISHER CABINET

WALL BRACKET - MOUNTED FIRE

EXTINGUISHER

REFER TO ELECTRICAL SHEETS FOR EMERGENCY LIGHT

AND EXIT LIGHT SCHEDULES AND DETAILS.

FEB

REFER TO ARCHITECTURAL SHEETS FOR FIRE

EXTINGUISHER CABINET SCHEDULES AND DETAILS.

WALL MOUNTED EMERGENCY LIGHT

WITH BATTERY PACK

EXIT LIGHT FIXTURE DIRECTION

ARROWS AS SHOWN (SHADED

QUADRANT INDICATES FACE(S) OF

FIXTURE)

WALL MOUNTED EMERGENCY LIGHT

WITH BATTERY PACK

FEC

EXISTING 1 HOUR FIRE BARRIER

OCCUPANT LOAD

OCCUPANCY FUNCTION AREA (SF)

APPROXIMATE

CODE OCCUPANT LOAD

FACTOR (SF/PERSON)

OCCUPANT

LOAD

AIRCRAFT HANGAR, AIRCRAFT STORAGE AND SERVICING

AREAS (UFC 3-600-01 TABLE 10-1)

92,000 500 GROSS 184

NOT IN SCOPE OF WORK

HATCH PATTERN

NOTE: ALL EXISTING AREAS OUTSIDE OF THE HANGAR BAYS ARE OUT OF SCOPE OF WORK AND ARE NOT INCLUDED IN THE OCCUPANT LOAD

FACTORS FOR THE HANGAR BAY.

HB HC

HDHA

A B

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SHEET KEYNOTESXX

GENERAL SHEET NOTES

1" = 30'-0"

LIFE SAFETY FLOOR PLAN - OVERALL

A. MEANS OF EGRESS TRAVEL DISTANCE REQUIREMENTS ARE

BASED ON NFPA 101 INDUSTRIAL OCCUPANCY AS DIRECTED BY

UFC 4-211-01 SECTION 3-3.1.9 FOR ARMY BASES.

B. OCCUPANT LOADS ARE BASED ON UFC 3-600-01 TABLE 10-1 FOR

AIRCRAFT HANGARS - AIRCRAFT STORAGE AND SERVICING

AREAS.

C. EXITS REQUIRED AT MAXIMUM OF 150 FT INTERVALS IN EXTERIOR

HANGAR WALLS IN ACCORDANCE WITH NFPA 101 SECTION

10.6.2.2.

1. REFER TO ELECTRICAL SHEETS FOR EXIT SIGNS.

2. A MEANS OF EGRESS PATH IS NOT REQUIRED FROM THE

CATWALKS PER NFPA 101 SECTION 7.14.3, AS THEY ARE

CONSIDERED NORMALLY UNOCCUPIED BUILDING SERVICE

EQUIPMENT SUPPORT AREAS PER NFPA 101 SECTION 7.14.

REFER TO RFI-016 FOR INFORMATION REGARDING THE

OCCUPANCY OF THE CATWALK SYSTEMS.

SCALE:

15' - 0" 30' - 0" 60' - 0"

0' - 1" = 30' - 0"

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3 5 7 9 11 13 15 17 19

O O

R E

O N

S U

R T

K D

:0 9:

M Fi le P at h:

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

KEY PLAN

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A B

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GC001

1. ALL REFERENCES CONTAINED WITHIN THESE PLANS TO THE ENGINEER ARE HEREBY A REFERENCE TO OLSSON.

2. THE EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND MAY NOT INCLUDE ALL LINES PRESENT.

THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY NECESSARY DIG PERMITS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL "811", AND COORDINATE FIELD LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO

BEGINNING EXCAVATION ACTIVITIES. !!STOP!! CALL BEFORE YOU DIG!!

3. UTILITIES AS SHOWN WERE OBTAINED FROM INFORMATION INDICATED ON THE SURVEY OR BY FIELD OBSERVATION.

CONTRACTOR SHALL FIELD VERIFY ALL HORIZONTAL AND VERTICAL LINES AND GRADES OF EXISTING UTILITIES PRIOR TO THE CONSTRUCTION OF IMPROVEMENTS. CONTRACTOR SHALL NOTIFY THE GOVERNMENT IMMEDIATELY UPON DISCOVERY OF A DISCREPANCY BETWEEN THE CONTRACT DRAWINGS AND ACTUAL FIELD CONDITIONS.

4. CONTRACTOR SHALL NOT CHANGE OR DEVIATE FROM THE PLANS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM

THE GOVERNMENT.

5. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL PERMITS AND PAY ALL FEES AS REQUIRED BY THE CONSTRUCTION

COVERED IN THESE PLANS.

6. ALL WORK AND MATERIALS SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE GOVERNMENT.

7. ANY ESTIMATES OF QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR AND SUBCONTRACTOR(S) SHALL BE RESPONSIBLE FOR DETERMINING ALL QUANTITIES. CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIALS

TO COMPLETE CONSTRUCTION AS SHOWN ON PLANS.

8. CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE ANY EXISTING STREET, RUNWAY, CURB AND GUTTER, SIDEWALK, DRIVEWAYS OR STRUCTURE UNLESS SHOWN TO BE REMOVED. DAMAGE SHALL BE REPAIRED TO THE SATISFACTION OF

THE GOVERNMENT.

9. ALL TRAFFIC CONTROL SHALL BE IN CONFORMANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES

(MUTCD).

10. THE CONTRACTOR IS RESPONSIBLE FOR ATTENDING TO AND CORRECTING UNSUITABLE SOIL CONDITIONS RELATED TO PLOW ZONES, WET SOILS AND OTHER CONDITIONS. THE UNSUITABLE CONDITIONS MUST BE CORRECTED PER THE

GEOTECHNICAL ENGINEER'S REPORT, WHERE REQUIRED, TO MEET PROJECT NEEDS.

11. CONTRACTOR SHALL BE PROHIBITED FROM DISRUPTING UTILITY SERVICES TO THE EXISTING BUILDING.

12. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) REGULATIONS AND USACE EM385-1-1.

1. ACCESS AND HAUL ROUTES FOR ALL CONTRACTOR PERSONNEL, VEHICLES, AND EQUIPMENT ARE

SUBJECT TO THE APPROVAL OF THE GOVERNMENT. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO COMMUNICATE OFF-SITE HAUL ROUTES WITH THE APPROPRIATE AUTHORITY

WHO HAS JURISDICTION OVER THE AFFECTED ROUTE. ACCESS ROUTES AND HAUL ROUTES ARE

SUBJECT TO CHANGE AT THE DIRECTION OF THE GOVERNMENT AND MAY CHANGE BASED ON

OPERATIONAL REQUIREMENTS OF THE PROJECT SITE.

2. CONTRACTOR SHALL COMMUNICATE ACTIVITIES AND MAINTAIN ALL ACCESS AND HAUL ROUTES IN A

MANNER THAT ALLOWS UNOBSTRUCTED EMERGENCY ACCESS TO ALL PROJECT AREAS AND

EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAY TO EMERGENCY AND SECURITY VEHICLE

RESPONSE TIME.

3. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL NOTIFY THE BASE, POLICE, LOCAL FIRE AUTHORITY AND ALL OTHER EMERGENCY SERVICES

OF CLOSURE.

4. CONTRACTOR SHALL MAINTAIN ACCESS AND HAUL ROUTES TO BE FREE FROM DEBRIS CAUSED

FROM CONSTRUCTION ACTIVITIES ON A DAILY BASIS.

5. CONTRACTOR SHALL RESTRICT ALL OPERATIONS TO AREAS WITHIN THE CONSTRUCTION LIMITS

UNLESS COMMUNICATED OTHERWISE WITH THE GOVERNMENT.

6. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STAGING AND STOCKPILE AREA FOR

MATERIALS AND EQUIPMENT. LOCATION OF CONTRACTOR'S STAGING IS SUBJECT TO THE

APPROVAL OF THE GOVERNMENT. CONTRACTOR MAY SUBMIT ALTERNATIVES TO THE STAGING

AREA LOCATIONS AS SHOWN. CONTRACTOR'S STAGING AREA IS SUBJECT TO CHANGE AT THE

DIRECTION OF THE GOVERNMENT AND MAY CHANGE BASED ON OPERATIONAL REQUIREMENTS OF

THE PROJECT SITE.

7. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, CONTRACTOR'S EQUIPMENT AND VEHICLES

SHALL BE PARKED IN THE STAGING AREA.

8. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48 HOURS TO THE GOVERNMENT REGARDING

CONSTRUCTION DELIVERIES PRIOR TO THOSE DELIVERIES.

9. ALL CONTRACTOR VEHICLES AND PERSONNEL SHALL BE RESPONSIBLE FOR COMMUNICATING AND

COMPLYING WITH FORT HOOD BASE SECURITY POLICY.

GENERAL NOTES POLLUTION PREVENTION NOTES

1. CONTAINERS MUST BE PROVIDED FOR COLLECTION OF WASTE MATERIAL INCLUDING CONSTRUCTION DEBRIS, TRASH, AND OTHER MATERIALS GENERATED ON-SITE. CONTRACTOR MUST CONDUCT THREE (3) FOREIGN OBJECT DEBRIS

CHECKS DAILY OF THE CONSTRUCTION SITE.

2. WASTE MATERIALS MUST NOT BE BURIED ON-SITE. ALL WASTE MATERIAL SHALL BE DISPOSED OF PROPERLY PER LOCAL, STATE AND FEDERAL REGULATIONS.

3. THE CONTRACTOR MUST KEEP ALL POLLUTANTS, INCLUDING BUT NOT LIMITED TO SEDIMENT, CONSTRUCTION DEBRIS, CONSTRUCTION RELATED CHEMICALS, UNTREATED DEWATERING DISCHARGES, AND POTENTIALLY HAZARDOUS

MATERIALS FROM ENTERING THE STORM SEWER SYSTEM OR WATER COURSES.

4. THE DISCHARGE OF CONCRETE WASHWATERS TO THE STORMWATER SYSTEM IS PROHIBITED. ALL CONCRETE WASTE SHALL BE PROPERLY CLEANED UP AND DISPOSED OF AT AN APPROPRIATE LOCATION. THE CLEANING OF CONCRETE DELIVERY TRUCK CHUTES IS TO BE RESTRICTED TO APPROVED LOCATIONS. IF CONCRETE WASHWATERS ARE TO BE GENERATED ONSITE, THE CONTRACTOR SHALL CONSTRUCT, UTILIZE AND MAINTAIN A CONCRETE TRUCK WASH OUT

BASIN ON-SITE.

5. THE CONTRACTOR SHALL STORE FUEL AND OIL AS FAR FROM ANY STORM SEWER, WETLAND OR SURFACE WATER AS PRACTICABLE (UNLESS A SPECIFIED DISTANCE IS DESIGNATED BY AUTHORITY HAVING JURISDICTION). EQUIPMENT FUELING AND MAINTENANCE SHALL BE PERFORMED ONLY IN AN AREA DESIGNATED FOR THAT PURPOSE. BEST MANAGEMENT PRACTICES (BMPS) SUCH AS CONTAINMENT BERMS AND DRIP PANS SHALL BE IN PLACE AT THE

DESIGNATED AREA TO MINIMIZE THE SPILLING OR LEAKING OF HAZARDOUS MATERIALS.

6. ALL PAINT, SOLVENTS, PETROLEUM PRODUCTS, PETROLEUM WASTE PRODUCTS, AND STORAGE CONTAINERS (SUCH AS DRUMS, CANS, OR CARTONS) SHALL BE STORED ACCORDING TO BMPS. THE MATERIALS EXPOSED TO PRECIPITATION SHALL BE STORED IN WATERTIGHT, STRUCTURALLY SOUND, CLOSED CONTAINERS. IF SUBSTANCES SUCH AS OIL, DIESEL FUEL, HYDRAULIC FLUID, ANTIFREEZE, ETC. ARE SPILLED, LEAKED, OR RELEASED ONTO SOIL, THE SOIL SHALL BE DUG UP AND PROPERLY DISPOSED OF IN ACCORDANCE WITH THE AUTHORITY HAVING JURISDICTION'S REQUIREMENTS. SPILLS ON PAVEMENT SHALL BE ABSORBED WITH SAWDUST, KITTY LITTER, OR PRODUCT DESIGNED FOR THAT PURPOSE AND DISPOSED OF AT A LICENSED SANITARY LANDFILL. HAZARDOUS OR INDUSTRIAL WASTES SUCH AS SOLVENTS, GASOLINE, OIL-BASED PAINTS, AND CONCRETE CURING COMPOUNDS REQUIRE SPECIAL HANDLING. THESE MATERIALS WILL BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE AUTHORITY HAVING

JURISDICTION'S SPECIFIC REGULATIONS.

7. SPILLS INCLUDING, BUT NOT LIMITED TO, PETROLEUM PRODUCTS, SOLVENTS AND CEMENT SHALL BE CONTAINED AND CLEANED UP IMMEDIATELY. FEDERAL LAW REQUIRES THE RESPONSIBLE PARTY TO REPORT ANY RELEASE OF OIL IF IT REACHES OR THREATENS A STORM SYSTEM, LAKE, CREEK, STREAM, RIVER, GROUNDWATER, WETLAND OR AN AREA

THAT DRAINS INTO ONE OF THESE ENTITIES (E.G. ROADSIDE DITCH).

8. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN SUFFICIENT TEMPORARY SANITARY WASTE FACILITIES TO SERVE THE NUMBER OF WORKERS ON THE SITE. THE FACILITIES SHALL BE PLACED, AND SECURED TO PREVENT TIPPING. FACILITIES SHALL NOT BE PLACED ON ROADS OR ON TOP OF STORMWATER INLETS. FACILITIES SHALL BE MAINTAINED PER

MANUFACTURER'S SPECIFICATIONS.

9. CONTRACTOR SHALL RETAIN FLOATABLE WIND BLOWN MATERIALS ON SITE BY STORING ALL TRASH AND BUILDING MATERIAL WASTE IN ENCLOSURES UNTIL PROPER DISPOSAL AT AN OFF-SITE FACILITY. CONTRACTOR TO CHECK ADJACENT AREAS DAILY AND PICK UP CONSTRUCTION WASTE MATERIALS AND DEBRIS THAT HAVE BLOWN OR WASHED

OFF-SITE.

10. CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL DOWNSTREAM EROSION AND SILTATION DURING ALL PHASES OF

CONSTRUCTION.

11. CONTRACTOR SHALL PROTECT ANY STORM INLETS FROM SEDIMENT THAT TAKE STORM WATER FROM THE AREA OF

CONSTRUCTION.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE SURROUNDING STREETS IN THE VICINITY OF THE JOB SITE

CLEAN AND FREE OF ROCKS, SOIL/MUD AND DEBRIS DURING ALL PHASES OF CONSTRUCTION.

13. CONTRACTOR SHALL CLEAN OUT ALL EXISTING AND PROPOSED INLETS, PIPES AND MANHOLES OF DEBRIS AND SEDIMENTATION AT COMPLETION OF SITEWORK. THIS WORK SHALL BE DONE TO THE SATISFACTION OF THE

GOVERNMENT.

14. CONTRACTOR SHALL COORDINATE WITH ADJACENT CONTRACTORS FOR RAMP CLOSURES.

ACCESS AND STAGING

CTL X CUT IN CONC

CTL

ELO

COL

EXPANSION GAP

(TYP.) 1019.50

EXISTING 8" STORM

FL = 1018.14 PER AS-BUILTS

EXISTING 8" STORM

FL = 1018.01 PER AS-BUILTS

DEMOLITION PLAN

1" = 20' HORIZONTALA1

NORTH

0 10'

1" = 20'-0" GRAPHIC SCALE

20' 40' 60' 80'

US Army Corps of Engineers ®

SHEET ID

T H

O O

D , T

X U

M Y

C O

O F

R S

T W

O R

S T, F O

R W

O R

, T

E- O

D E

G R

J U

N C

O , 8

D R

B Y:

D B

C H

D B

D . H

C . F

8, W

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

O O

R E

O N

S U

R T

K D

:0 9:

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Pl ot

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2 4 6 8 10 12 14 16 18 20

KEY PLAN

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CD101

SAWCUT ALONG PAVEMENT JOINTS.

REMOVE AND REPLACE SEVEN (7)

PANELS OF EXISTING CONCRETE

PAVEMENT

REMOVE THREE (3)

EXISTING BOLLARDS

REMOVE THREE (3)

EXISTING BOLLARDS

GENERAL SHEET NOTES

1. REFER TO GC001 FOR GENERAL NOTES APPLICABLE TO

THIS DRAWING.

2. UTILITY DEMOLITION MUST BE COORDINATED WITH THE

CONTRACTING OFFICER PRIOR TO BEGINNING WORK.

SITE FEATURE TO BE REMOVED

CONCRETE PAVEMENT TO BE

REMOVED

EXISTING BOLLARD

TO REMAIN

EXISTING BOLLARD

TO REMAIN

LEGEND

SAWCUT ALONG PAVEMENT JOINTS.

REMOVE AND REPLACE EIGHT (8)

PANELS OF EXISTING CONCRETE

PAVEMENT

REMOVE BOLLARD 2" BELOW

GRADE AND REPAIR WITH

NON-SHRINK GROUT FLUSH

WITH EXISTING ADJACENT

PAVEMENT

REMOVE BOLLARD 2" BELOW

GRADE AND REPAIR WITH

NON-SHRINK GROUT FLUSH

WITH EXISTING ADJACENT

PAVEMENT

CTL X CUT IN CONC

CTL

ELO

COL

EXPANSION GAP

(TYP.) 1019.50

EXISTING 8" STORM

FL = 1018.14 PER AS-BUILTS

EXISTING 8" STORM

FL = 1018.01 PER AS-BUILTS

PROPOSED BOLLARD (1)

RE: K1 / CS501

EJ/TE

MULLION PIT DRAIN LINE

RE: S-500

4X4 TEE AND CLEANOUT

FL = 1018.21

RE: F1 / CS501

CONNECT TO PLUG OF

EXISTING 8" STORM

4X4 TEE AND CLEANOUT

FL = 1018.62

RE: F1 / CS501

82.46 LF OF 4" HDPE @

0.50%

10.00 LF OF 4" HDPE @

0.50%

13.42 LF OF 4" HDPE @

0.50%

MULLION PIT DRAIN LINE

RE: S-500

10.00 LF OF 4" HDPE @

0.50%

4X4 TEE AND CLEANOUT

FL = 1018.55

RE: F1 / CS501

4X4 TEE AND CLEANOUT

FL = 1018.06

RE: F1 / CS501

97.71 LF OF 4" HDPE @

0.50%

10.17 LF OF 4" HDPE @

0.50%

CONNECT TO PLUG OF

EXISTING 8" STORM

PROPOSED BOLLARDS (3)

RE: K1 / CS501

PROPOSED BOLLARDS (3)

RE: K1 / CS501

PROPOSED BOLLARDS (3)

RE: K1 / CS501

SITE PLAN

1" = 20' HORIZONTALA1

CS101

NORTH

0 10'

1" = 20'-0" GRAPHIC SCALE

20' 40' 60' 80'

US Army Corps of Engineers ®

SHEET ID

T H

O O

D , T

X U

M Y

C O

O F

R S

T W

O R

S T, F O

R W

O R

, T

E- O

D E

G R

J U

N C

O , 8

D R

B Y:

D B

C H

D B

D . H

C . F

8, W

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

O O

R E

O N

S U

R T

K D

:0 9:

M Fi le P at h:

Pl ot

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2 4 6 8 10 12 14 16 18 20

KEY PLAN

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GENERAL SHEET NOTES

1. REFER TO GC001 FOR GENERAL NOTES APPLICABLE TO

THIS DRAWING.

10.50" CONCRETE PAVEMENT

RE: K7 / CS501

LEGEND

EJ/TE

DOWELED CONSTRUCTION JOINT

RE: B7 AND B14 / CS501

CONTRACTION JOINT

RE: K14 / CS501

THICKENED EDGE EXPANSION JOINT

RE: B14 AND F7 / CS501

STORMWATER LINE

PROJECT LOCATION AND STAGING AREA MAP

1" = 500' HORIZONTALA1

NORTH

0 250'

1" = 500'-0" GRAPHIC SCALE

500' 1000' 1500' 2000'

US Army Corps of Engineers ®

SHEET ID

T H

O O

D , T

X U

M Y

C O

O F

R S

T W

O R

S T, F O

R W

O R

, T

E- O

D E

G R

J U

N C

O , 8

D R

B Y:

D B

C H

D B

D . H

C . F

8, W

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

O O

R E

O N

S U

R T

K D

:0 9:

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2 4 6 8 10 12 14 16 18 20

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PROJECT LOCATION

A N

D S

A R

CS102

STAGING AREA

COBRA DR.

GRAY EAGLE DR.

MOHAWK RD.

GENERAL SHEET NOTES

1. REFER TO GC001 FOR GENERAL NOTES APPLICABLE TO

THIS DRAWING.

2. CONTRACTOR TO REFER TO DIVISION 00 AND 01 OF THE

SPECIFICATIONS FOR ADDITIONAL ACCESS

REQUIREMENTS.

INITIAL FINAL

CONTRACTION JOINT

1/2"-5/8" SEE NOTE 2

1/8" INITIAL SAW

CUT

1/2"-5/8"

1/8" INITIAL SAW CUT

FINAL SAW

CUT FOR JOINT SEAL

NOTES:

1. D = DEPTH AS RECOMMENDED BY MANUFACTURER OF JOINT SEAL.

T = DEPTH OF INITIAL SAWCUT TYPE JOINT FORMER (CONTRACTION JOINT)

A. 1/4 SLAB THICKNESS +/- 1/2" FOR PAVEMENT LESS THAN 12 INCHES

B. 3 INCHES FOR PAVEMENTS 12-18 INCHES

C. 1/6 SLAB THICKNESS FOR PAVEMENTS MORE THAN 18 INCHES

2. TOP OF SEALANT SHALL BE 1/8 INCH TO 1/4 INCH BELOW PAVEMENT SURFACE. IN AREAS TO BE

GROOVED, THE JOINT SEAL SHALL BE RECESSED BELOW THE DEPTH OF THE GROOVES.

3. JOINTS TO BE IN CONFORMANCE WITH SPECIFICATION 32 13 73.19.

4. COMPRESSION SEALS MUST BE IN COMPRESSION AT ALL TIMES.

PREFORMED ELASTOMERIC

SEAL. WIDTH OF SEAL SHALL

BE TWICE THE WIDTH OF THE

JOINT RESERVOIR.

INITIAL FINAL

FINAL SAWCUT FOR JOINT

SEALANT RESERVOIR.

DEPTH AS REQUIRED FOR

SEALANT, SEALANT RECESS,

AND BACKER ROD.

NOTES:

1. D = DEPTH OF SEALANT (1.0 TO 1.5 x WIDTH OF JOINT) OR AS RECOMMENDED BY MANUFACTURER.

2. TOP OF SEALANT SHALL BE 1/8 INCH TO 1/4 INCH BELOW PAVEMENT SURFACE OR 1/8 INCH BELOW BOTTOM EDGE OF RADIUS. IN AREAS TO BE GROOVED, THE JOINT SEAL SHALL BE RECESSED BELOW

THE DEPTH OF THE GROOVES.

3. JOINTS TO BE IN CONFORMANCE WITH SPECIFICATION 32 01 19.61.

4. A HEAT-RESISTANT BACKER ROD MUST BE USED WITH ASTM D6690 (HOT-POURED) SEALANT.

5. DIAMETER OF BACKER ROD MATERIAL = WIDTH OF SEALANT + 1/8".

3/4" POURED JOINT SEALANT

1/8" R (TYP)

BRING JOINT FILLER

TO SURFACE DURING

INITIAL CONSTRUCTION

3/4"

1/8" R (TYP)

PREFORMED

NON-EXTRUDING JOINT

FILLER

PREFORMED

NON-EXTRUDING JOINT

FILLER

NONMOISTURE ABSORPTIVE,

NONRACTIVE BACKER ROD

MATERIAL TO FIT SNUG IN JOINT

5/8" POURED JOINT SEALANT

CONSTRUCTION

JOINT

NONMOISTURE ABSORPTIVE,

NONRACTIVE BACKER ROD

MATERIAL TO FIT SNUG IN JOINT

EXPANSION JOINT

5/8"

CONSTRUCTION

JOINT

FINAL SAW

CUT DEPTH AS REQUIRED

FOR SEALANT, SEALANT

RECESS, AND BACKER

ROD

1/8" R (TYP)

TOOL EDGES AT

CONSTRUCTION JOINTS

TO DELINEATE THE JOINT

LOCATION FOR SAWING

INITIAL FINAL

CONSTRUCTION JOINT

10.5" PORTLAND CEMENT CONCRETE

NO 4 REBAR @ 12" ON

CENTER / EACH WAY

REBAR CHAIRS

NEW 10" AGGREGATE BASE COURSE COMPACTED

TO AT LEAST 100% OF LABORATORY MAXIMUM

DENSITY (ASTM D1557) WITH 20% OR LESS

PASSING THE #200 SIEVE IN TWO LIFTS

NEW 6" RAW SUBGRADE COMPACTED

TO AT LEAST 95% OF LABORATORY

MAXIMUM DENSITY (ASTM D1557)

NOTES:

1. CONTRACTOR SHALL USE FLOW FILL MATERIAL FOR BACKFILL (BEDDING TO BOTTOM OF PROPOSED

CONCRETE) OF 4" STORMWATER LINE WITHIN NEW PAVEMENT PANELS.

3/4"

10' OR TO NEAREST JOINT

1.25T

EXPANSION JOINT SEALANT

REF: B14 / CS501

EXISTING GRADE BEAM

CS501

US Army Corps of Engineers ®

SHEET ID

T H

O O

D , T

X U

M Y

C O

O F

R S

T W

O R

S T, F O

R W

O R

, T

E- O

D E

G R

J U

N C

O , 8

D R

B Y:

D B

C H

D B

D . H

C . F

8, W

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

O O

R E

O N

S U

R T

K D

:0 9:

M Fi le P at h:

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

E- O

N J

PAINT POST TO MATCH OTHER

SET POST IN CONCRETE

FILL POST WITH CONCRETE

2" WIDE, WHITE REFLECTIVE TAPE

STEEL PIPE, MATCH EXISTING DIAMETERS AND LENGTHS

GRADE

36"

18"

27"

FINISH GRADE COUNTERSUNK PLUG

15" SQUARE CONC.

SLAB 6" THICK

4"x4" WYE (C.I.)

4" PLUG

OMIT PLUG WHERE

SEWER JOINS HOUSE

CONNECTION

4" C.I. PIPE

BEND (C.I.)

BOLLARDS ON SITE

FOR HANGAR DOORS AND PEDESTRIAN DOORS

NOTES:

1. HOLES APPROXIMATELY 1/8 INCH GREATER IN DIAMETER THAN THE DOWELS SHALL

BE DRILLED IN THE EXISTING CONCRETE AND THE DOWELS SHALL BE BONDED IN

THE DRILLED HOLES USING AN EPOXY RESIN GROUT.

2. STOP PROPOSED PAVEMENT REINFORCEMENT 3" FROM THE CONSTRUCTION JOINT.

REBAR SHALL BE PLACED ABOVE DOWEL.

SCALE: NTS

PREFORMED COMPRESSION JOINT SEALANTSK14

SCALE: NTS

POURED JOINT SEALANTSB14

SCALE: NTS

10.50" CONCRETE PAVEMENTK7

SCALE: NTS

THICKENED EDGE EXPANSION JOINTF7

GROUT DOWEL

DRILL AND EPOXY

JOINT SEAL

RE: B14 / CS501

PAINT AND OIL END OF DOWEL

1" DIAMETER DOWEL

L = 16" @ 12" OC SPACING

NEW PAVEMENT

1/2 DOWEL LENGTH

EXISTING

PAVEMENT

SCALE: NTS

DOWELED CONSTRUCTION JOINTB7

SCALE: NTS

BOLLARD DETAILK1

SCALE: NTS

ONE-WAY CLEANOUTF1

(05 50 13)

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

A u to d e s k D o c s

/U S

A C

E F t W o rt h

B H a n g a r

D o o r

E x p a n s io n

F t H o o d /S

H a n g a r

D o o r

E x p a n s io n -0

.r v t

S-001

G E

N E

R A

L S

T R

U C

T U

R A

L N

O T

E S

L O

A D

A B

B R

E V

F O

R T

H O

O D

X F

O R

T W

O R

T H

T R

A Y

L O

R S

T F

O R

T W

O R

T H

E O

L S

S O

N J

V G

R A

N D

E A

V E

G R

A N

D J

U N

C T

J B

A T

D F

A V

A Z

Z A

E -O

L S

S O

N J

W M c C

A N

M A

W G

B H

A N

G A

R D

O O

R E

X P

A N

H A

D E

S M

S U

P P

O R

W G

GENERAL NOTES

NO. GENERAL NOTES DESCRIPTION

1 THE PROJECT SPECIFICATIONS ARE A PART OF THE CONTRACT DOCUMENTS.

2 THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE CONTRACTING OFFICER OF ANY

DISCEPANCIES BEFORE PROCEESING WITH ANY WORK

3 THE DRAWINGS AND SPECFICATIONS REPRESENT THE COMPLETED STRUCTURE. THEY DO NOT INDICATED THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES AND MEANS NECESSARY TO PROTECT PERSONS AND STRUCTURES DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING, ETC.

OBSERVATION BY THE ARCHITECT, ENGINEER OR CONTRACTING OFFICER DOES NOT INCLUDE REVIEW OF THESE MEASURES.

4 NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES. TYPICAL DETAILS SHALL BE

USED WHENEVER APPLICABLE. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

5 ALL WORK NOT DETAILED OR NOTED SHALL BE CONSTRUCTED IN ACCORDANCE WITH OTHER SIMILAR WORK SHOWN ON THE DRAWINGS AND TYPICAL DETAILS. DIMENSIONS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.

DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES.

6 NO PIPES OR DUCTS SHALL BE PLACED IN OR PENETRATE STRUCTURAL MEMBERS UNLESS SPECIFICALLY DESIGNED AND

DETAILED.

7 REFER TO ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:

A) SIZE AND LOCATION OF DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED.

B) SIZE AND LOCATION OF INTERIOR AND EXTERIOR NONBEARING PARTITIONS.

C) SIZE AND LOCATION OF CURBS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, RAMPS, CHAMFERS GROOVES, INSERTS, ETC.

D) SIZE AND LOCATION OF FLOOR AND ROOF OPENINGS IF NOT DIMENSIONED ON THESE DRAWINGS.

E) FLOOR AND ROOF FINISHES.

F) STAIR FRAMING AND DETAILS EXCEPT AS SHOWN HEREIN.

G) DIMENSIONS NOT SHOWN ON STRUCT DWGS.

8 REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:

A) PIPE RUNS, SLEEVES, HANGERS, EQUIPMENT, SLAB OPENINGS, NOT SHOWN OR NOTED HEREIN.

B) ELECTRICAL CONDUIT, BOXES, OUTLETS.

C)…

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File details come from the government source that posted it. Updated Jun 17, 2026.