1A202761P - Technical Exhibit A - Drawings.pdf

NFH ADMIN REPLACE 2 RLBs B56485-B56486

FY21 PN: 498658

NOT FOR CONSTRUCTION

DATED: APRIL 2022

SIGNATURES AFFIXED BELOW INDICATE

OFFICIAL RECOMMENDATION AND APPROVAL OF

ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.

APPROVAL RECOMMENDED BY:

DATE

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LBs B56485-B56486 FY21 PN : 498658

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4/12/2022 3:43:09 PM

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Project Name

ELECTRICAL

E-001 ELECTRICAL LEGENDS

ED101 EXTERIOR TELECOMMUNICATION DEMOLITION PLAN

ES101 EXTERIOR TELECOMMUNICATION PLAN

ES501 EXTERIOR COMMUNICATION DETAILS

EG101 LIGHTNING PROTECTION SYSTEM

EG501 LIGHTNING PROTECTION DETAILS

EG601 GROUNDING RISER DIAGRAM

EL101 LIGHTING PLAN

EL501 LIGHTING FIXTURE DETAILS 1

EL502 LIGHTING FIXTURE DETAILS 2

EL601 LIGHTING FIXTURE SCHEDULE & LIGHT CONTROL MATRIX

EP101 POWER PLAN

EP102 ENLARGED POWER PLAN - RM 101

EP601 ONE LINE DIAGRAM

EP602 EQUIPMENT CONNECTION SCHEDULE

EP701 PANELBOARD SCHEDULES 1

EP702 PANELBOARD SCHEDULES 2

ET101 TELECOMMUNICATION PLAN -NIPRNET, SIPRNET & XNET

ET501 TELECOMMUNICATIONS DETAILS 1

ET502 TELECOMMUNICATIONS DETAILS 2

ET503 TELECOMMUNICATIONS DETAILS 3

ET601 NON-SECURE TELECOMMUNICATION RISER DIAGRAM-RM 103

ET602 SECURE TELECOMMUNICATION - SIPRNET & XNET RISER DIAGRAMPLUMBING

P-001 PLUMBING LEGEND

P-101 OVERALL PLUMBING PLAN

PL101 SANITARY WASTE AND VENT PLAN

PP101 DOMESTIC HOT AND COLD WATER PLAN

P-401 RESTROOM PLUMBING SECTION VIEWS

P-501 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-901 SANITARY WASTE AND VENT ISOMETRIC

P-902 DOMESTIC HOT AND COLD ISOMETRIC

INDEX OF DRAWINGS

ARCHITECTURE

A-001 ABBREVIATIONS AND GENERAL NOTES

A-101 OVERALL FLOOR PLAN

A-131 REFLECTED CEILING PLAN

A-151 ROOF PLAN

A-201 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-311 WALL SECTIONS

A-401 ENLARGED TOILET PLANS

A-402 INTERIOR ELEVATIONS

A-403 INTERIOR ELEVATIONS

A-501 DETAILS I

A-503 DETAILS II

A-504 DETAILS III

A-511 PLAN DETAILS III

A-512 INTERIOR WALL PENETRATION DETAILS

A-551 CEILING DETAILS

A-552 MISC. DETAILS I

A-601 DOOR AND WINDOW SCHEDULES

A-621 PARTITION TYPES

A-641 EXTERIOR SIGNAGE PLANCIVIL

C-001 GENERAL NOTES AND LEGEND

CD101 DEMOLITION PLAN

CS101 OVERALL SITE PLAN

CS102 SITE PLAN POINT LOCATIONS

CG101 STORM DRAINAGE AND GRADING

CU101 UTILITY PLAN

C-501 MISCELLANEOUS DETAILS

C-502 FENCING DETAILS

C-503 GATE DETAILS

INTERIORS

I-101 FURNITURE, FIXTURES, & EQUIPMENT PLAN

I-501 INTERIOR DETAILS

I-601 INTERIOR FINISH SCHEDULE

I-611 INTERIOR SIGNAGE SCHEDULE

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES I

S-002 GENERAL STRUCTURAL NOTES II

S-101 FOUNDATION PLAN

S-111 FRAMING PLAN

S-201 ELEVATIONS

S-301 FOUNDATION SECTIONS

S-311 FRAMING SECTIONS

S-312 FRAMING SECTIONS II

S-501 FOUNDATION DETAILS

S-512 FRAMING DETAILS I

S-521 STRUCTURAL DETAILS I

S-522 STRUCUTRAL DETAILS II

S-601 SCHEDULES

GENERAL

G-001 COVER SHEET

G-002 INDEX OF DRAWINGS

G-101 PROJECT LOCATION PLAN

G-102 PROJECT SITE AND LAYDOWN PLAN

SURVEY

V-101 EXISTING SITE CONDITIONS

V-102 SURVEY CONTROL POINTS

LIFE SAFETY

LS001 CODE COMPLIANCE PLAN

LS101 LIFE SAFETY PLAN

MECHANICAL

M-001 MECHANICAL LEGEND

M-101 OVERALL MECHANICAL PLAN

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-901 HVAC ISOMETRIC

MI001 CONTROLS LEGEND

MI002 POINTS LIST INSTRUCTIONS

MI301 TYPICAL AHU CONTROL SCHEMATIC

MI302 AHU POINTS SCHEDULE

MI303 DEDICATED SPLIT SYSTEM CONTROLS

MI304 EXHAUST FAN CONTROLS SCHEMATIC

FIRE ALARM

FA001 FIRE ALARM LEGENDS

FA101 FIRE ALARM PLAN

FA501 FIRE ALARM/MASS NOTIFICATION INPUT/OUTPUT MATRIX

FA502 FIRE ALARM/MASS NOTIFICATION RISER DIAGRAM

GEOTECHNICAL

B-101 BORING LOCATIONS

B-201 LOGS OF BORINGS - 1 OF 3 GENERAL PURPOSE WAREHOUSE SITE

B-202 LOGS OF BORINGS - 2 OF 3 GENERAL PURPOSE WAREHOUSE SITE

B-203 LOGS OF BORINGS - 3 OF 3 GENERAL PURPOSE WAREHOUSE SITE

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G-101

ACCESS CONTROL POINT: MAIN GATE

PROJECT SITE

TEXAS

DALLAS

HOUSTON

AUSTIN

SAN ANTONIO

VICINITY MAP

N.T.S.

VICINITY MAP

N.T.S.

PROJECT SITE

© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS

PROJECT SITE: NORTH FORT HOOD

1000'0 500'

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GENERAL NOTES:

LEGEND.

1. REFER TO SHEET C-001 FOR GENERAL NOTES AND

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B56408

1 STORY BLOCK B56475

1 STORY METAL

B56476

1 STORY METAL

B56477

1 STORY METAL

B56483

1 STORY METAL

B56484

1 STORY METAL

GAZEBO

B56408AR

ARMORY

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1 STORY METAL

B56479

1 STORY METAL

B56478

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B56478

1 STORY METAL

B56479

1 STORY METAL

E3121766.61

N10469372.24

E3121808.43

N10469314.47

E3121811.90

N10469292.99

E3121878.41

N10469241.30

E3121954.43

N10469323.23

E3121865.51

N10469445.04

E3122011.95

N10469365.06

E3122024.69

N10469347.55 E3121904.86

N10469260.43

E3121910.88

N10469291.56

E3121887.36

N10469323.92

E3121840.30

N10469289.70

E3121920.11

N10469347.71

E3121899.51

N10469376.03

E3121819.71

N10469318.01

40'0 20'

NN

15TH ST

LAYDOWN AREA

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GENERAL NOTES:

WITH COR.

CONTRACTOR SHALL COORDINATE FINAL LOCATION

LAYDOWN AREA LOCATION IS APPROXIMATE AND2.

1. REFER TO C-001 FOR GENERAL NOTES AND LEGEND.

CONSTRUCTION LIMITS ONLY BEYOND THIS LINE

CONTRACTORS' WORK TRUCKS/POVS

N

750 750

GENERAL NOTES:

SEE SHEET V-102 FOR CONTROL POINT INFORMATION.4.

SURVEY IS BASED UPON NAVD88, GEOID 2018.

(4203), NAD 88(2011). THE VERTICAL DATUM OF THE

STATE PLAN COORDINATE SYSTEM, CENTRAL ZONE

DATUM OF SURVEY IS BASED UPON THE TEXAS

FILE COORDINATE SYSTEM IS GRID. HORIZONTAL3.

THE PROJECT AREA PRIOR TO CONSTRUCTION.

BLDG 56486 AND COMMUNICATION LINES WITHIN

DPW TO COORDINATE REMOVAL OF BLDG 56485, 2.

LEGEND.

1. REFER TO SHEET C-001 FOR GENERAL NOTES AND

FOOT BRIDGE

PAS SPEAKER

CONC.

CONC.

GRAVEL

ASPHALT

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ASPHALT

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CONC. S/W

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CONC. S/W CONC. S/W

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AC

VAULT

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1 STORY BLOCK B56475

1 STORY METAL

B56476

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B56477

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B56483

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B56484

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GAZEBO

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B56479

1 STORY METAL

B56478

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V C

6"S

P

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'X ' B

C

2-4'X2' BC

E

W

RCP @0.36%

30.59' - 24"

RCP @0.27%

30.43' - 24"

RCP @0.62%

48.77' - 24"

RCP @0.69%

48.53' - 24"

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V-101

6-INCH NATURAL GAS LINE

10-INCH WATER LINE

12-INCH SANITARY SEWER LINE

OVERHEAD ELECTRICAL LINE

6-INCH PVC WATER MAIN LINE

(SEE NOTES)

COMMUNICATION LINE

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15TH ST

16-INCH WATER MAIN LINE

CONCRETE HEADWALL

LIMITS OF CONCRETE

LIMITS OF GRAVEL AREA

NN

40'0 20'

W

V TO

P=748.86'

TO

P N

U T=745.74'

W

V TO

P=748.71'

TO

P N

T=746.15'

N

GENERAL NOTES:

SURVEY IS BASED UPON NAVD88, GEOID 2018.

(4203), NAD 88(2011). THE VERTICAL DATUM OF THE

STATE PLAN COORDINATE SYSTEM, CENTRAL ZONE

DATUM OF SURVEY IS BASED UPON THE TEXAS

FILE COORDINATE SYSTEM IS GRID. HORIZONTAL2.

LEGEND.

1. REFER TO SHEET C-001 FOR GENERAL NOTES AND

PROJECT SITE

SHEET

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V-102

CP1 MAG NAIL

N: 10,469,276.29

E: 3,120,209.87

Z: 759.82

CP2 IRON ROD

N: 10,469,608.54

E: 3,121,450.34

Z: 755.51

NN

160'0 80'

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SHEET

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C-001

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GRADING & EARTHWORK NOTES:

ALL WASTE SOIL/EARTH SHALL BE DEPOSITED OFF POST AT CONTRACTOR'S EXPENSE.2.

SHALL BE OBTAINED OFF POST AT THE CONTRACTOR'S EXPENSE.

1. THERE ARE NO SOURCES OF BORROW ON GOVERMENT PROPERTY. ALL BORROW

POINT OF DEMARCATION INDICATED ON PLANS.

INFRASTRUCTURE, DEMOLITION, AND CONSTRUCTION FROM EXISTING CONNECTION POINT TO THE

17. AMERICAN WATER IS RESPONSIBLE FOR DOMESTIC WATER AND SANITARY SEWER

PAD.

CONSTRUCTION FROM EXISTING CONNECTION POINT TO THE NEW GAS LINE AT THE MECHANICAL

16. DOMINION ENERGY IS RESPONSIBLE FOR NATURAL GAS INFRASTRUCTURE DEMOLITION AND

SUBMITTED TO THE COR FOR APPROVAL 1 MONTH PRIOR.

15. ALL FULL OR PARTIAL ROAD CLOSURE REQUIRE A TRAFFIC CONTROL PLAN AND MUST BE

14. CONSTRUCTION WORK HOURS ARE FROM 7:30AM TO 5:00PM UNLESS APPROVED BY THE COR.

AVAILABLE AT THAT LOCATION.

THE NORTH FORT HOOD MAIN GATE. A SPECIAL STATION FOR BACKGROUND CHECKS WILL BE

13. DELIVERY TRUCKS AND CONSTRUCTION VEHICLES MUST ACCESS NORTH FORT HOOD THROUGH

12. CONTRACTOR TO FIELD LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION.

ISSUES WITH THE PRIVATE UTILITY PROVIDERS.

THE BULIDING AND WITHIN THE BUILDING. CONTRACTORS MUST COORDINATE WITH COR ON ANY FOR THE CONNECTION TO AND CONSTRUCTION OF UTILITIES FROM THE DEMARCATION LIMIT TO IDENTIFIED IN THE PLANS UP TO THE DEMARCATION LIMITS. CONTRACTOR MUST BE RESPONSIBLE

MAKE FINAL CONNECTIONS BETWEEN THE NEW SYSTEMS AND EXISTING SYSTEMS ON ALL WORK

DEMOLISH EXISTING UTILITIES AND INSTALL NEW PRIMARY UTILITIES. THE OWNERS MUST ALSO EXISTING UTILITIES, AND STAKEOUT OF NEW UTILITIES. THE UTILITY SYSTEM OWNERS MUST UTILITY REQUIREMENTS WITH THE OWNERS OF THE PRIVATIZED UTILITY SYSTEMS, REMOVAL OF AND AMERICAN WATER RESPECTIVELY. THIS SCOPE OF WORK INCLUDES COORDINATING PROJECT

11. THE NATURAL GAS AND DOMESTIC WATER UTILITIES ARE PRIVATELY OWNED BY DOMINION ENERGY

BE POST MOUNTED.

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. ALL SIGNS, UNLESS OTHERWISE NOTED, MUST

10. SIGNS, PAVEMENT MARKINGS AND THEIR INSTALLATION MUST MEET THE REQUIREMENT OF THE

CENTERLINE UNLESS OTHERWISE NOTED.

9. ALL NORTHING (N) AND EASTING (E) ARE PLACED AT BACK OF CURB, EDGE OF PAVEMENT OR

EXPENSE.

FROM DAMAGE. ANY DAMAGE TO EXISTING UTILITIES MUST BE REPAIRED AT THE CONTRACTOR'S

8. ALL EXISTING UTILITIES TO REMAIN MUST BE VERIFIED PRIOR TO CONSTRUCTION AND PROTECTED

THE FIELD TO ALLOW SUFFICIENT TIME FOR REVIEW, AS MAY BE REQUIRED.

THE CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY OF ANY CONFLICT DISCOVERED IN

7. EXISTING UTILITIES MUST BE REMOVED OR RELOCATED AS INDICATED. CONTRACTOR MUST NOTIFY

COMPANIES AND CONDUCT ALL NECESSARY FIELD INVESTIGATIONS PRIOR TO ANY EXCAVATION.

SUBSTRUCTURES AND PROTECT THEM FROM DAMAGE. CONTRACTOR MUST CONTACT ALL UTILITY

TO VERIFY THE LOCATION, DEPTH, AND CONDITION OF ALL EXISTING UTILITIES AND

6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR, WHETHER INDICATED ON THESE PLANS OR NOT, MUST RELOCATE BENCHMARK AND PROVIDE NEW DATA ON AS-BUILTS.

5. IF BENCH MARK AND CONTROL POINT MUST BE DEMOLISHED FOR CONSTRUCTION, CONTRACTOR

DEMOLITION/CONSTRUCTION.

REGISTERED SURVEYOR AND SUBMIT REPORT TO COR BEFORE STARTING ANY

4. CONTRACTOR MUST LOCATE/VERIFY DATA FOR ALL BENCHMARKS AND CONTROL POINTS BY

CONTRACTOR'S REPRESENTATIVES.

COORDINATION WITH THE CONTRACTING OFFICER REPRESENTATIVE (COR) AND EXISTING

RESPONSIBILITY & MAINTENANCE OF THOSE DEVICES IN LIEU OF INSTALLING NEW DEVICES UPON

EROSION CONTROL DEVICES ARE SHOWN IN THE PLANS, CONTRACTOR MAY ASSUME

3. WHEN EXISTING EROSION CONTROL DEVICES ARE PRESENT IN LOCATIONS WHERE PROPOSED

LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS.

REQUIRED STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH ALL

2. IT IS THE RESPONSIBILTY OF THE CONTRACTOR TO PREPARE AND OBTAIN APPROVAL OF THE

UPON NAVD88, GEOID 2018.

SYSTEM, CENTRAL ZONE (4203), NAD 88(2011). THE VERTICAL DATUM OF THE SURVEY IS BASED THE HORIZONTAL DATUM OF THE SURVEY IS BASED UPON THE TEXAS STATE PLANE COORDINATE

1. FILE COORDINATE SYSTEM IS GRID.

GENERAL NOTES

STORM DRAINAGE HEADWALL

SWING GATE

CONSTRUCTION LIMITS

CONTOURS 1050

664.21

FL 664.21FLOW LINE SPOT ELEVATIONS

SPOT ELEVATIONS

CONC

ASPH

CONC

ASPH

CONC. S/WCONC. S/W

CONCRETE

ASPHALT

CONCRETE SIDEWALK

TREE

EELECTRICAL JUNCTION BOX

GNATURAL GAS METER

GRADING LIMITS

G

CO COSINGLE SANITARY SEWER CLEANOUT

SANITARY SEWER LINE

WATER LINE

GAS LINE

UNDERGROUND ELECTRICAL LINE

FIRE HYDRANT

SANITARY SEWER MANHOLE

UTILITY POLE

OVERHEAD ELECTRICAL LINE

STORM WATER DRAINAGE DITCH

CULVERT

COMMUNICATION CABLE

NATURAL GAS VALVE

WATER VALVE

FENCE

ITEM EXISTING NEW

HAUL ROUTE

ABBREVIATIONS & SYMBOLS

TRANSFORMERXFMR

UNDERGROUND ELECTRICUGE

TYPICALTYP

STORM DRAINSD

SIDEWALKSW

SANITARY SEWERSS

SQUARE FEETSQ. FT.

SANITARYSAN

REINFORCED CONCRETE PIPERCP

RADIUSR

PORTLAND CEMENT CONCRETEP.C.C.

POLYVINYL CHLORIDEPVC

ON CENTERO.C.

NOT TO SCALEN.T.S.

NATURAL GASNG

MANHOLEMH

MINIMUMMIN

MAXIMUMMAX

LINEAR FEETL.F.

INCHESIN

FEETFT

FLOWLINEFL

FIRE HYDRANTFH

FINISH GRADEFG

FINISH FLOORFF

CONTRACTING OFFICERCOR

CONCRETECONC

CLEANOUTCO

BUILDINGBLDG.

ACCESS CONTROL POINTACP

SHEET

NUMBER

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t

S iz e

A N

S I

D

D a te

C o n tr a c t

N o

S o li c it a ti o n N o

C h e c k e d b y

A

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

PLOT DATE:

2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

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N(BY OTHERS, SEE NOTES)

UTILITY POLE, AND EQUIPMENT

REMOVE/RELOCATE ELECTRICAL LINES,

(BY OTHERS, SEE NOTES)

REMOVE COMMUNICATION LINE

E

SHEET

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D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t

S iz e

A N

S I

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D a te

C o n tr a c t

N o

S o li c it a ti o n

N o

C h e c k e d b y

A

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

PLOT DATE:

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D

E

F

G

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R

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L A

C E

B

B

F O

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H O

O D

T

E X

A S

B

S

T O

R Y M

E T

A L

B

S

T O

R Y M

E T

A L

B

S

T O

R Y M

E T

A L

PRIOR TO CONSTRUCTION (BY OTHERS, SEE NOTES)

EXISTING RELOCATABLE BUILDINGS WILL BE DEMOLISHED

REMOVE 14-FT X 5-FT SIDEWALK SECTION

GENERAL NOTES:

CONTRACT.

PRIOR TO CONSTRUCTION UNDER SEPARATE

BUILDINGS 56485 AND 56486 WILL BE COMPLETED

DEMOLITION/REMOVAL OF COMMUNICATION LINES,3.

PRIOR TO CONSTRUCTION.

DONE AS PART OF BUILDING DEMOLITION PROJECT

DEMOLITION/REMOVAL OF UTILITY POLE WILL BE 2.

LEGEND.

REFER TO SHEET C-001 FOR GENERAL NOTES AND 1.

D E

M O

L

IT

IO

N

P L

A N

CD101

20'0 10'

N

SHEET

NUMBER

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t

S iz e

A N

S I

D

D a te

C o n tr a c t

N o

S o li c it a ti o n N o

C h e c k e d b y

A

R e v

M a rk

D e s c ri p ti o n

T ra c k in g

N o

A c ti o n

D a te

PLOT DATE:

2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

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A S

GENERAL NOTES:

EQUIPMENT PADS.

REFER TO STRUCTURAL DETAIL FOR MECHANICAL 4.

SURROUNDING MECHANICAL PAD.

CONSTRUCT GRAVEL AREA WITHIN FENCED AREA 3.

FOR FENCE AND GATE DETAILS.

EQUIPMENT PAD. REFER TO SHEET C-502 AND C-503

9-FT DOUBLE SWING GATES FOR MECHANICAL

CONSTRUCT FENCE ENCLOSURE WITH2.

LEGEND.

1. REFER TO SHEET C-001 FOR GENERAL NOTES AND

CONCRETE WHEEL STOP (A/C-501)

LEGEND

)BUCHLOE DACTYLOIDES(

BUFFALOGRASS SOD

GRAVEL AREA (B/C-501)

CONCRETE SIDEWALK (D/C-501)

CONSTRUCT NEW SIDEWALK

(SEE DETAIL C/C-501)

CONSTRUCT MOW STRIPS

NEW GRAVEL AREA

9-FT CENTER ON CENTER

INSTALL 13 WHEEL STOPS

(SEE NOTES)

GRAVEL AREA, AND FENCE ENCLOSURE

EQUIPMENT CONCRETE PAD WITH SURROUNDING

CONSTRUCT 15-FT x 5-FT MECHANICAL

SODDED AREA

(BUCHLOE DACTYLOIDES)

NEW BUFFALOGRASS

B

S

T O

R Y M

E T

A L

SODDED AREA

)BUCHLOE DACTYLOIDES(

NEW BUFFALOGRASS

R

BUILDING

NEW ADMINISTRATION

CONSTRUCT NEW ABA SIDEWALK

INTO EXISTING SIDEWALK

TIE NEW CONCRETE SIDEWALK

INTO EXISTING SIDEWALK

TIE NEW CONCRETE SIDEWALK

(SEE DETAIL E/C-501)

SIDEWALK DRAIN, TYP.

(SEE DETAIL E/C-501)

SIDEWALK DRAIN, TYP.

(SEE DETAIL E/C-501)

SIDEWALK DRAIN, TYP.

1.5'

.5

.5

4'

4'

117.4'

2' 1

.9

6'

5'

2'

EQUIPMENT PADS (SEE NOTES)

CONSTRUCT 4-FT X 2-FT MECHANICAL

2'

C O

N C . S /W

C O

N C . S /W

CONC. S/W CONC. S/W

VAULT

O V

E R

A L

L S

IT

E

P L

A N

CS101

N

SHEET

NUMBER

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t

S iz e

A N

S I

D

D a te

C o n tr a c t

N o

S o li c it a ti o n N o

C h e c k e d b y

A

R e v

M a rk

D e s c ri p ti o n

T ra c k in g

N o

A c ti o n

D a te

PLOT DATE:

2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

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GENERAL NOTES:

EQUIPMENT PAD.

REFER TO STRUCTURAL DETAIL FOR MECHANICAL 4.

MECHANICAL EQUIPMENT PAD.

CONSTRUCT GRAVEL AREA BETWEEN FENCING AND 3.

DOUBLE SWING GATES FOR MECHANICAL EQUIPMENT PAD.

CONSTRUCT 18-FT X 8-FT FENCE ENCLOSURE WITH2.

LEGEND.

1. REFER TO SHEET C-001 FOR GENERAL NOTES AND

PROJECT AREA POINT DATA

10469377.92

10469392.42

10469381.50

10469393.58

10469358.20

10469406.52

3121867.82

3121857.15

3121870.15

3121861.26

3121882.34

3121846.77

NUMBER

IDENTIFICATION

POINT

NORTHING EASTING

10469346.45

10469285.60

10469296.88

10469288.58

3121931.21

3121847.68

3121839.39

3121828.11

20 21

8 9

3121899.93

3121830.42

3121867.45

10469364.94

10469313.79

10469414.92

10469298.80

10469366.32

3121822.41

3121914.27

10469360.19

10469363.41

10469398.00

10469397.24

10469373.46

10469416.76

10469400.22

10469421.59

10469405.06

10469410.98

10469402.96

10469399.41

10469407.43

10469306.49

10469298.69

10469368.62

3121883.35

3121880.98

3121860.49

3121856.09

3121911.50

3121880.08

3121857.61

3121876.52

3121854.06

3121827.61

3121833.51

3121828.68

3121822.77

3121820.52

3121820.05

3121915.03

R

B

S

T O

R Y M

E T

A L

BUILDING

NEW ADMINISTRATION

C O

N C . S /W

C O

N C . S /W

CONC. S/W CONC. S/W

VAULT

S

IT

E P

L A

N P

O

IN

T L

O C

A T

IO

N

S

CS102

N

FF=752.4

752.28

752.28

752.18

748.10

FL 748.81

FL 748.89

FL 748.99750.37

749.30

FL 749.10

749.30

FL 750.51

FL 750.62

750.60

750.90 751.20

751.30

751.46

751.70 751.70

750.43

751.70

751.70

751.70

FL 748.06

751.20

751.54

SHEET

NUMBER

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t

S iz e

A N

S I

D

D a te

C o n tr a c t

N o

S o li c it a ti o n N o

C h e c k e d b y

A

R e v

M a rk

D e s c ri p ti o n

T ra c k in g

N o

A c ti o n

D a te

PLOT DATE:

2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

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M A

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H

A

D M

IN

R

E P

L A

C E

B

B

F O

R T

H O

O D

T

E X

A S

B

S

T O

R Y M

E T

A L

GRADING LIMITS

BUILDING

NEW ADMINISTRATION

PAS SPEAKER

C O

N C . S /W

C O

N C . S /W

CONC. S/W CONC. S/W

VAULT

750 750

SIDEWALK DRAIN 1

SIDEWALK DRAIN 2SIDEWALK DRAIN 3

GENERAL NOTES:

LEGEND.

REFER TO SHEET C-001 FOR GENERAL NOTES AND 1.

S T

O R

M D

R A

IN

A

G E

A N

D G

R A

D

IN

G

CG101

N

BUILDING

NEW ADMINISTRATION

PADS, SEE SHEET CS101

NEW MECHANICAL EQUIPMENT

PAD, SEE SHEET CS101

NEW MECHANICAL EQUIPMENT

C O

N C . S /W

C O

N C . S /W

CONC. S/W CONC. S/W

VAULT

B

S

T O

R Y M

E T

A L

GENERAL NOTES:

PRIVATIZED UTILITY DEMARCATION INFORMATION.

REFER TO SPECIFICATION 01 35 10.00 44 FOR 4.

CONSTRUCTED BY DOMINION ENERGY.

NEW NATURAL GAS LINE SHALL BE DESIGNED AND 3.

WATER.

SHALL BE DESIGNED AND CONSTRUCTED BY AMERICAN

NEW SANITARY SEWER, WATER MAIN, AND FIRE HYDRANT2.

LEGEND.

REFER TO SHEET C-001 FOR GENERAL NOTES AND 1.

E3121873.32

N10469378.88

749.4' INVERT ELEVATION

POD 5' FROM EDGE OF BUILDING

2-INCH WATER LINE,

E3121870.08

N10469391.39

POD DOWNSTREAM SIDE OF NATURAL GAS METER

1-INCH NATURAL GAS LINE,

E3121858.33

N10469395.16

749.4' INVERT ELEVATION

POD DOWNSTREAM SIDE OF CLEANOUT DEVICE

3-INCH SANITARY SEWER LINE,

SHEET

NUMBER

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t

S iz e

A N

S I

D

D a te

C o n tr a c t

N o

S o li c it a ti o n N o

C h e c k e d b y

A

R e v

M a rk

D e s c ri p ti o n

T ra c k in g

N o

A c ti o n

D a te

PLOT DATE:

2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

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CO

U T

IL

IT

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L A

N

CU101

G

NN

FF=752.4

N

M

IS

C E

L L

A N

E O

U S

D E

T A

IL

S

C-501

CONCRETE EDGING DETAIL

N.T.S.

C

6"

2" GRAVEL BED

@ CENTER

#3 BAR CONTINIOUS

1/4" R TYPICAL

(ASTM D 1557)

90 PERCENT OF LABORATORY MAXIMUM DENSITY

6" RAW SUBGRADE COMPACTED TO AT LEAST

(ASTM D 1557)

95 PERCENT OF LABORATORY MAXIMUM DENSITY

4" AGGREGATE BASE COURSE COMPACTED TO AT LEAST

GRAVEL SECTION (TYP)

N.T.S.

B ƒ

1'-2"1'-2"

1'-2" 1'-2"

3"

6'-0"

3'-8"

11ƒ" ƒ

1'-4"

PLAN

ELEVATION

STOP MAY BE USED

MANUFACTURED WHEEL

APPROVED STANDARD

NOTE:

END VIEW

ANCHOR ROD

2 - #3 BARS " x 1'-6" ANCHOR RODS8

" I.D. SLEEVES FOR4

#3 BARS @ 14" O.C.

" I.D. SLEEVES4

ANCHOR ROD

" DIAM.8

CONT.

#3 BARS

WHEEL STOP DETAILS

N.T.S.

A

LABORATORY MAXIMUM DENSITY (ASTM D 1557)

4) 6" RAW SUBGRADE COMPACTED TO AT LEAST 90 PERCENT OF

STEEPER THAN 2%.

3) All SIDEWALKS SHALL NOT HAVE CROSS SLOPES

40'-0" ON CENTER WHERE WALK DOES NOT ABUT CURB.

2) PROVIDE EXPANSION JOINTS AT INTERVALS NOT EXCEEDING

EXCEED 6'-0".

SPACING OF CENTERLINE CONTRACTION JOINTS SHALL NOT

CONTRACTION JOINTS IN SIDEWALKS WIDER THAN 8'-0".

INTERVALS NOT TO EXCEED 5'-0" O.C. PROVIDE CENTERLINE

1) CONTRACTOR SHALL PROVIDE CONTRACTION JOINTS AT

NOTE:

SECTION

EXPANSION JOINTCONTRACTION JOINT

WELDED WIRE MESH

6" x 6" - W2.9 x W2.9

1/8" 1/2" 1 /4

1/ 8" R

R

AS REQUIRED

3"

3" ƒ"

„" 1…"

CONCRETE PAD

1 1

SECTION

6"

2"

DETAIL "C"

SEE DETAIL "C" PATTERN PLATE

¼" RAISED

EXPANSION JOINT (TYP.)

WELDED WIRE MESH

6" X 6" W2.9 X W2.9

(TYP.)

SIDEWALK

4" MIN.

VARIES

EXPANSION JOINT (TYP.)

BAR

¼" X¾" ¼" SCREW AT 12"

¼" CHECKERED PLATE

2" X 2" X¼"

@ 18" O.C.

TO ANGLE

#3 BARS WELDED

1'-0"

16" WIDE

14 3/4" WIDE

PLAN

8'

SIDEWALK DRAIN DETAILS

N.T.S.

E

SIDEWALK DETAILS

N.T.S.

D

SHEET

NUMBER

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t S iz e

A N

S I D

D a te

C o n tr a c t

N o

S o lic it a ti o n N o

C h e c k e d b y

A

R e v

M a rk

D e s c ri p ti o n T ra c k in g N o

A c ti o n D a te

PLOT DATE:

2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

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C-502

SHEET

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S h e e t

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D

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C o n tr a c t

N o

S o li c it a ti o n N o

C h e c k e d b y

A

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

PLOT DATE:

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A S

NO SCALE

16" MIN. DIA.

M

IN

M

IN

10'-0" MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

10" MIN. DIA.

NO SCALE

FASTENING DETAILS

TRUSS ROD AND BAND

ROUND POST

BRACE RAIL CLAMP DETAILS

H-BEAM

TENSION BAND DETAIL

END OR GATE POST DETAIL

T Y

P

2.25" x 1.70"

2.25" x 1.70"

2.375" O.D. 2.875" O.D.

2.25" x 1.70"

1.90" O.D.

2.25" x 1.70"

1.875" x 1.625"

3.50" x 3.50"

2.00" SQ.

2.375" O.D. 2.875" O.D.

2.50" SQ.

3.50" x 3.50"

3.00" SQ.

4.00" O.D.

1.66" O.D.

1.50" O.D.

1.625" x 1.50"

1.625" x 1.25"C-SECTION (ROLL-FORMED)

H-SECTION

TUBULAR - SQUARE

TUBULAR - ROUND

TOP, BOTTOM & BRACE RAILS

C-SECTION (ROLL-FORMED)

TUBULAR - ROUND

LINE POSTS

C-SECTION (ROLL-FORMED)

TUBULAR - SQUARE

TUBULAR - ROUND

CORNER, END & PULL POSTS

USE AND SECTION

FABRIC LESS THAN 72"

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

STEEL POST SCHEDULE

FABRIC 72" TO 96" FABRIC OVER 96"

NOTES:

FENCE LEGEND:

H-BEAM ROUND POST

LINE POST ATTACHMENTS

TOP OR BRACE RAIL ATTACHMENT

GROUNDING DETAIL

NO SCALE

NO SCALE

BRACE PANEL DETAIL

10'-0" MAX. 10'-0" MAX.

NOTE:

STRAIGHT RUNS EXCEED 500 FEET.

PROVIDE BRACE PANEL WHENEVER

10'-0" MAXIMUM

X X X X X X

XX

X XXXXXXXXXXX

X

X X X X X X

X X X X XXXXX

X X X X X X X

XXXXXX

X X X X X X

X X X X

XXXX

X X X X X X X

XXX

X X X

X X X X X

XXXXX

X X X X X

X

X

X

X

X

X X

X X

X X

X

XXX

X

X

X

NO SCALE

EXTENSION ARM DETAILS

LINE POST CORNER POST

1'-0"

45 DEGREES

1' -6 " 6"

T Y P

1' -1 0" 7.

5" (T

YP.

35 DEGREES

X X X X X

XXXXX

X X X X X

X X X X

X

XX

XXX

X X

X X X X

XXXX

X X X X

X X X X

XXXX

X X X X

X

X

X X

X

X

H-SECTION

FE6 CHAIN-LINK SECURITY FENCE DETAIL

LINE POST

TOP RAIL OR TENSION WIRE

BRACE RAIL

(TYP.)

TIE WIRES

(3/8" MIN. DIA.)

TRUSS ROD

CONCRETE BASE

OR PULL POST

CORNER, END,

TIE WIRES (TYP.)

LINE POST

GRADE

WIRE

TENSIONOF FABRIC

BOTTOM

(9 GAGE, 2" MESH)

CHAIN-LINK FABRIC

BASE

CONCRETE

(3/8" MIN. DIA.)

TRUSS ROD

BAND

TENSION

(3/8" MIN. DIA.)

TRUSS ROD

WIRE

TENSION

CARRIAGE BOLT

TENSION BAR

EACH FABRIC LINK

TENSION BAR TO ENGAGE

FABRIC

TOP AND BOTTOM OF FABRIC)

(15" O.C. MAX. AND WITHIN 4" FROM

TENSION BAND

FABRIC

(2'-0" O.C. MAX.)

9-GAGE TIE WIRES

OF FABRIC)

TOP AND BOTTOM

WITHIN 4" FROM

(15" O.C. MAX AND

TIE WIRE

OF FABRIC)

TOP AND BOTTOM

WITHIN 4" FROM

(15" O.C. MAX AND

TIE WIRE

STEEL GROUND ROD

3/4" DIA. COPPER-CLAD

OF COPPER

CLAMP-TYPE FITTING

WELD OR APPROVED

MOLDED EXOTHERMIC

COPPER WIRE

#8 AWG SOLID

FENCE POST

TRUSS ROD TRUSS ROD

LINE POSTLINE POST BRACE RAILS

RAILS

BRACE

PULL POST

TENSION WIRE

TOP RAIL OR

(TYP.)

TIE WIRES

ON EXTENSION ARMS

BARBED-WIRE APRON

RIVETED FLUSH (TYP.)

" PLAIN PIN8

RIVETED FLUSH (TYP.)

3/8" PLAIN PIN

LOCK PIN (TYP.)

WIRE (TYP.)

BARBED

F A

B R

IC

W

ID

T

H

FINAL NUMBER IS FABRIC WIDTH IN INCHES

TBR - FENCE WITH TOP AND BOTTOM RAILS

TYPE FE6 - CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER

TO THE TOP OF THE FOUNDATION.

INSIDE THE POST IS COMPLETELY FILLED WITH CONCRETE UP

4. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID

3. NOT USED.

SECURE AREA.

FABRIC SHALL BE PLACED ON THE OPPOSITE SIDE OF THE

ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK

2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED

MANUFACTURER.

NOT INTENDED TO LIMIT METHOD OF INSTALLATION TO ONE

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE

N

G A

T E

D E

T A

IL

S

C-503

SHEET

NUMBER

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t

S iz e

A N

S I

D

D a te

C o n tr a c t

N o

S o li c it a ti o n N o

C h e c k e d b y

A

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

PLOT DATE:

2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

FILE PATH:

3/9/2022 1:41:40 PM

N:\Fort_Hood\Design\FY21-498658-NFH Admin Replace 2 RLBs B56485-B56486\02_CAD_BIM\05_Civil\_Sheets\498658-NFH Admin Replace 2 RLBs B56485-B56486_C-503.dgn

M A

R C

H

A D

M

IN

R E

P L

A C

E

B

B

F O

R T

H O

O D

T

E X

A S

GATE OPENING

5'-0"

M

IN

M

A X

6" D

IA

10"

6" DIA. P.C. CONC.

NO SCALE

PERSONNEL GATE

TYPE FE6 FENCE

OFFSET HINGE STANDARD HINGE

LATCH ASSEMBLY

DROP ROD ASSEMBLY

GATE POST SCHEDULE

6' OR LESS

MORE THAN 13' TO 18'

MORE THAN 6' TO 13'

MORE THAN 18'

(NOMINAL)

GATE LEAF WIDTH

(NOMINAL)

OUTSIDE DIMENSION

2.875" O.D.

2.5" SQ.

4.0" O.D.

6.625" O.D.

8.625" O.D.

NOTES:

NO SCALE

SWING GATE DETAILS

GATE KEEPER

(TO HOLD GATE OPEN)

PLAN

A

SECTION A

DROP ROD FOUNDATION

SECTION

GATE POST DETAIL

AT CURB AND GUTTER

GATE LEAF

M

IN

M

A X

NO SCALE

DOUBLE SWING GATE (TYPE FE6 FENCE)

ELEVATION

2'-10" FOR POSTS 4" O.D. & LESS

" O.D.8

53'-4" FOR POSTS 6

" O.D.8

53'-10" FOR POSTS 8

4" O.D. & LESS

16" DIA. MIN. FOR GATE POSTS

OVER 4" O.D.

24" DIA. MIN. FOR GATE POSTS

X X

XX

X X X X X X X X X

XXXXXXX

X X X X X X X X X X X X X X

XXXXXXX

X X X X X X X

X X X X X X X

XXXXXXX

X X X X X X X

X X X X X X X

XXXXXXX

X X X X X X X

X X X X

XXXX

X X X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

XX

X

X X

X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

X X

X

X X

X

X X

X

X X

X X

X X X X X

XXXXX

X X X X X

PLAN

DIRECTION OF GATE SWING (TYP.)

X X

XX

X X X X X X X

XXXXX

X X X X X

GATE OPENING

FE5-48-SO-HD-6

EXAMPLES: FE6-84-DO-RA-24

OPENING - FEET (CLEAR OPENING BETWEEN GATE POSTS)

- HO (OFFSET)

HINGE - RA (STANDARD)

- DO (DOUBLE)

TYPE OPENING - SO (SINGLE)

FENCE HEIGHT - INCHES

FENCE TYPE - FE5, FE6, ETC.

4. GATES SHALL BE DESIGNATED AS FOLLOWS:

CONSTRUCTION OF ALL GATES SUPPLIED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID

USED IN LIEU OF TRUSS RODS TO BRACE ALL WELDED GATE FRAMES.

AT CONSTRACTOR'S OPTION, A WELDED HORIZONTAL BRACE MAY BE

CONSTRUCTION OR SHALL BE ASSEMBLED USING HEAVY FITTINGS.

OR 2.00" NOMINAL (SQUARE). GATE FRAMES SHALL BE WELDED

3. ALL GATE FRAMES SHALL BE A MINIMUM OF 1.90" NOMINAL (ROUND)

LATCH ASSEMBLY AND GATE KEEPERS EXCEPT AS NOTED.

2. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS,

INTENDED TO LIMIT METHOD OF INSTALLATION TO ONE MANUFACTURER.

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT

LINE POST

ASSEMBLY

LATCH

GATE FRAME

DROP ROD

" TRUSS RODS8

FABRIC

CHAIN-LINK

RAIL AS SPECIFIED

TOP TENSION WIRE OR

HINGE

OR RAIL AS SPECIFIED

BOTTOM TENSION WIRE

RAIL (TYP.)

BRACE

LINE POST

(TYP.)

TRUSS ROD

(TYP.)

BRACE RAIL

LINE

GRADE

HINGE

POST

GATE

HINGE

RAIL AS SPECIFIED

TOP TENSION WIRE OR

BRACE RAIL (TYP.)

GRADE LINE

OR RAIL AS SPECIFIED

BOTTOM TENSION WIRE

TRUSS ROD (TYP.)

LATCH

AND GUTTER

EXIST. CURB

FULL DEPTH

SAWCUT CURB

GATE

3" MIN.

GUTTER

SAWCUT

SAND/GRAVEL

1" I.D. STEEL PIPE

PAVEMENT

BITUMINOUS

SURFACE

PAVED

PAVEMENT

P.C. CONC.

" DIA. DROP ROD2

AND GUTTER

NEW CURB

JOINT

" EXP.2

NEW GATE

WASHER

POST FOUND.

NEW GATE

EXIST. CURB

HINGE

STANDARD

POST

GATE

" EXP. JOINT2

BARBED WIRE

3 STRANDS OF

BARBED-WIRE

3-STRANDS OF

BARBED WIRE

3-STRANDS OF

BARBED WIRE

3-STRANDS OF

GATE FRAME

CHAIN-LINK FABRIC OF BARBED-WIRE

3 VERTICAL STRANDS

F E

N C

E F

A B

R

IC

F E

N C

E F

A B

R

IC

N

1. ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE

2. ACI 318/318R-19, BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE

3. ACI MNL-66 (20), ACI DETAILING MANUAL

4. AISC STEEL CONSTRUCTION MANUAL, 15TH EDITION

5. ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND

OTHER STRUCTURES

6. AWS D1.1 STRUCTURAL WELDING CODE, STEEL, 24TH

EDITION.

7. INTERNATIONAL BUILDING CODE, IBC 2018

10. UFC 1-200-01, 08 OCTOBER 2019, DoD BUILDING CODE

(GENERAL BUILDING REQUIREMENTS)

11. UFC 3-301-01, 01 OCTOBER 2019, STRUCTURAL

ENGINEERING

NOTE: THIS LIST OF CODES IS NOT ALL-INCLUSIVE. REFER TO

OTHER DESIGN DISCIPLINE DRAWING SHEETS AND PROJECT

SPECIFICATIONS FOR ADDITIONAL APPLICABLE CODES AND

CRITERIA.

APPLICABLE CODES:

1. RISK CATEGORY = II

2. DEAD LOAD (SELF WEIGHT)

COLLATERAL......................................10 PSF

3. LIVE LOAD

MECHANICAL.....................................125 PSF

or ACTUAL EQUIP. WEIGHT (THE GREATER OF)

TELECOM...........................................150 PSF

ALL OTHER FIRST FLOOR AREAS...100 PSF

ROOF.................................................. 20 PSF

4. SNOW LOADS

GROUND SNOW ............................... 5 PSF

MINIMUM ROOF SNOW LOAD.......... 5 PSF

IMPORTANCE FACTOR..................... 1.0

THERMAL FACTOR............................1.0

EXPOSURE FACTOR......................... 1.0

5. WIND LOAD

BASIC WIND SPEED.......................... 106 MPH

EXPOSURE CATEGORY....................C

GCpi.................................................... +/- 0.18 Kzt...................................................... 1.0 Kd....................................................... 0.85

6. SEISMIC LOAD

IMPORTANCE FACTOR..................... 1.0

SITE CLASS........................................C

Ss........................................................ 0.059 S1........................................................0.039 Sds...................................................... 0.063 Sd1..................................................... 0.063

SEISMIC DESIGN CATEGORY..........A

RESPONSE MODIFICATION

COEFFICIENT

(STEEL SYSTEMS NOT SPECIFICALLY

DETAILED FOR SEISMIC RESISTANCE)

7. ANTI-TERRORISM/FORCE PROTECTION GLAZING AND

DOORS, AND FRAMING AROUND GLAZING AND DOORS,

SHALL MEET THE BLAST RESISTANCE REQUIREMENTS

OF UFC 4-010-01,DoD MINIMUM ANTITERRORISM

STANDARDS FOR BUILDINGS.

DESIGN LOADS:

1FL FIRST FLOOR

2FL SECOND FLOOR

ALT ALTERNATE

ACI AMERICAN CONCRETE INSTITUTE

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

ASCE AMERICAN SOCIETY OF CIVIL

ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

AB ANCHOR BOLT

ADD'L ADDITIONAL

ARCH ARCHITECT, ARCHITECTURAL

@ AT (MEASUREMENT)

BP BASE PLATE

BRG BEARING

BF BOTH FACES

BOT BOTTOM

BLDG BUILDING

CL CENTERLINE

CLR CLEAR

COL COLUMN

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONN CONNECTION

CONST. CONSTRUCTION

CONT CONTINUOUS

CJ CONTROL OR CONSTRUCTION JOINT

COORD COORDINATE

DL DEAD LOAD

DET DETAIL

DIA DIAMETER

DIST. DISTANCE

DWG(S) DRAWING(S)

EA EACH

ES EACH SIDE

EW EACH WAY

EOF EDGE OF FLANGE

EL/ELEV ELEVATION

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FF EL FINISHED FLOOR ELEVATION

FDTN FOUNDATION

GA GAGE

GALV GALVANIZED

HORZ HORIZONTAL

IBC INTERNATIONAL BUILDING CODE

IJ ISOLATION JOINT

k KIP OR KIPS

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LW LIGHTWEIGHT

MFG('S) MANUFACTURER('S)

MAX MAXIMUM

MECH MECHANICAL

MIN MINIMUM

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTER EACH WAY

lb(s) POUND(S) plf POUNDS PER LINEAL FOOT psf POUNDS PER SQUARE FOOT pcf POUNDS PER CUBIC FOOT

PEMB PRE-ENGINEERED METAL BUILDING

PEJ PREMOLDED EXPANSION JOINT

PL PLATE

QTY QUANTITY

RC REINFORCED CONCRETE

REINF REINFORCEMENT

REBAR REINFORCING STEEL BARS

REQ(D) REQUIRE(D)

SJ SAW JOINT

SCHED SCHEDULE

SIM SIMILAR

SQ SQUARE

sf SQUARE FOOT sq in SQUARE INCH sq yd SQUARE YARD

SSMR STANDING SEAM METAL ROOF

SJI STEEL JOIST INSTITUTE

STRUCT STRUCTURAL

TH THICK

THRU THROUGH

T&B TOP AND BOTTOM

T.O. TOP OF

T.O.F. TOP OF FOOTING

T.O.B. TOP OF BEAM

T.O.W. TOP OF WALL

TYP TYPICAL

UFC UNIFORM FACILITIES CRITERIA

U.N.O. UNLESS NOTED OTHERWISE

VAR. VARIABLE

VERT VERTICAL

WWF WELDED WIRE FABRIC

W/ WITH

yd YARD

TYPICAL ABBREVIATIONS

FOUNDATION & SOIL DATA

1. FOUNDATION DESIGN IS IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT DATED

APRIL 2020, PREPARED BY THE GEOTECHNICAL BRANCH, US ARMY CORPS OF ENGINEERS, FORT

WORTH DISTRICT.

2. DESIGN CRITERIA:

FROST DEPTH ....................................................................................................... 6 in ALLOWABLE FOUNDATION BEARING PRESSURE (NET) .................................... 2,000 psf MODULUS OF SUBGRADE REACTION ...................................................................125 psi/in

3. EXISTING SURFICIAL SOILS WITHIN THE BUILDING FOOTPRINT AND EXTENDING AT LEAST 5 FT BEYOND THE FOUNDATION PERIMETER SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 12 INCHES.

ANY IRREGULARITIES OR SOFT AREAS SHALL BE EXCAVATED TO AN ADDITIONAL DEPTH OF SIX INCHES AND THE AREA BACKFILLED WITH NON-EXPANSIVE STRUCTURAL FILL. PROOF ROLL THE

EXPOSED SURFACE. REPLACE THE EXCAVATED AREA WITH NON-EXPANSIVE STRUCTURAL FILL

COMPACTED IN ACCORDANCE WITH SPECIFICATIONS SECTION 31 00 00. PLACE ANY ADDITIONAL FILL

REQUIRED AS SHOWN IN THE DRAWINGS.

4. PLACE STRUCTURAL FILL IN LOOSE LIFTS OF 8 INCHES AND COMPACT TO A MINIMUM OF 95% OF THE MODIFIED PROCTOR MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D1557. REFER TO CIVIL SITE

DRAWINGS FOR THE REQUIRED ELEVATION OF FINISHED GRADE ADJACENT TO THE BUILDING.

5. A 10 mil POLYETHYLENE VAPOR BARRIER AND 6 in MIN. CAPILLARY WATER BARRIER SHALL BE

PROVIDED BENEATH THE SLAB, UNLESS NOTED OTHERWISE.

6. DO NOT PLACE CONCRETE ON FROZEN OR SATURATED SOILS. PLACE CONCRETE THE SAME DAY

EXCAVATIONS ARE MADE OR AS SOON AS PRACTICAL THEREAFTER. THE CONTRACTOR SHALL

PROVIDE FOR DEWATERING OF EXCAVATIONS, IF REQUIRED, FOR SURFACE WATER, GROUND

WATER, OR SEEPAGE.

7. CHECK FOUNDATION PLANS AND UNDERFLOOR PLUMBING PLANS FOR APPROXIMATE LOCATION

OF LINES AND SLEEVES THROUGH FOUNDATION SLABS. PIPES, CONDUIT, AND/OR DUCTS SHALL

BE INSTALLED BELOW THE SLAB-ON-GRADE WITHIN THE GRANULAR SUB-BASE. CONTRACTOR

SHALL VERIFY LOCATION BEFORE CONCRETE PLACEMENT.

8. SLABS-ON-GRADE ARE STRUCTURAL DIAPHRAGMS, DESIGNED TO RESIST LATERAL FORCES

IMPARTED BY THE RIGID BUILDING FRAMES. SAW-CUTTING OF SLABS SHALL NOT BE PERMITTED

UNLESS SPECIFICALLY SHOWN OTHERWISE ON THE FOUNDATION PLANS.

GENERAL NOTES:

1. DESIGN DRAWINGS SHOW INTENT OF REQUIRED CONSTRUCTION AND SPECIFIC CONSTRUCTION

AS NEEDED TO FACILITATE CLEAR DETAILING. FOR SPECIFIC CONDITIONS NOT SHOWN, THE

CONTRACTOR SHALL PROVIDE DETAILS OF CONSTRUCTION SIMILAR TO THOSE SHOWN. VERIFY

ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS PRIOR TO COMMENCING WORK. IF

DISCREPANCIES EXIST, NOTIFY THE CONTRACTING OFFICER IN WRITING PRIOR TO COMMENCING

WORK. CONTRACTOR SHALL MAKE NO DEVIATION FROM THE CONTRACT DOCUMENTS WITHOUT

WRITTEN APPROVAL FROM THE CONTRACTING OFFICER.

2. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE

METHOD OR SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES

NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL

INCLUDE, BUT ARE NOT LIMITED TO, TEMPORARY BRACING AND/OR SHORING FOR LOADS AND

CONDITIONS WHICH OCCUR PRIOR TO ATTAINING DESIGN STRENGTH OR COMPLETION OF THE

STRUCTURE. TEMPORARY CONSTRUCTION LOADING MAY INCLUDE AND ARE NOT LIMITED TO

LATERAL LOADS, LOADS DUE TO STOCKPILES OF MATERIAL, AND LOADS DUE TO CONSTRUCTION EQUIPMENT. SUCH BRACING SHALL BE LEFT IN PLACE AS LONG AS REQUIRED FOR SAFETY AND

UNTIL ALL FRAMING INCLUDING ROOF BRACING IS IN PLACE.

3. THE CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES, STRUCTURES, AND UTILITY LINES

FROM ALL DAMAGE. DAMAGE TO ALL WORK SHALL BE REPAIRED TO THE SATISFACTION OF THE

CONTRACTING OFFICER AT THE CONTRACTOR'S EXPENSE.

4. THE CONTRACTOR SHALL ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR

ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND OTHER ITEMS WITH APPROPRIATE

TRADE DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION.

5. THE FINISHED FLOOR ELEVATION SHOWN ON THE STRUCTURAL SHEETS ARE BASED ON A

RELATIVE DATUM OF 0'-0". FINISHED FLOOR ELEVATION SHOWN ON THE CIVIL SHEETS ARE BASED ON MEAN SEA LEVEL ELEVATION. COORDINATE THE FINISHED FLOOR ELEVATION SHOWN ON THE

STRUCTURAL SHEETS WITH THE ELEVATION SHOWN ON THE CIVIL SHEETS.

6. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR.

7. DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.

8. SHOP DRAWINGS AND SUPPORTING DATA FOR ALL STRUCTURAL STEEL AND CONCRETE STEEL

REINFORCING SHALL BE SUBMITTED FOR REVIEW IN ACCORDANCE WITH THE SUBMITTAL SECTION OF THE SPECIFICATIONS. FABRICATION SHALL NOT BEGIN UNTIL SHOP DRAWINGS COVERING THAT WORK HAVE BEEN REVIEWED BY THE ENGINEER. ANY FABRICATION THAT BEGINS PRIOR TO REVIEW

OF SHOP DRAWINGS SHALL BE AT THE CONTRACTOR'S RISK.

REINFORCED CONCRETE

1. DESIGN CODES: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-14)

2. MATERIAL STRENGTHS:

2.1 CONCRETE COMPRESSIVE STRENGTH (f'c) AT 28 DAYS:

SLABS................................................................................. 4,000 PSI

2.2 REINFORCING STEEL:

BARS AND TIES........................................................................ ASTM A615, GR. 60 KSI WELDED WIRE MESH................................................................ASTM A1064, GR. 60 KSI

3. NOTES:

3.1 ALL CONCRETE OPERATIONS AND REINFORCEMENT SHALL BE IN ACCORDANCE WITH

THE LATEST ACI AND CRSI STANDARDS.

3.2 REFER TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR

ADDITIONAL EMBEDDED ITEMS AND ACCESSORIES. NO CALCIUM CHLORIDE OR OTHER

DELETERIOUS SALTS ARE PERMITTED IN CONCRETE. NO ALUMINUM EMBEDMENTS

ARE PERMITTED. PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS.

3.3 FURNISH THE FOLLOWING SPECIFIED CONCRETE COVER ON REINFORCING BARS UNO:

SINGLE LAYER REINFORCEMENT FOR SLAB-ON-GRADE...............1-1/2" FROM TOP

ALL MEMBERS CAST AGAINST AND PERMANENTLY IN CONTACT WITH GROUND:

ALL REINFORCEMENT SIZES................................................... 3"

FORMED CONCRETE SURFACES EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

#6 THROUGH #18 BARS............................................................ 2"

#5 BAR, W31 OR D31 WIRE AND SMALLER............................. 1-1/2"

CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

SLABS, JOISTS AND WALLS (#11 BARS AND SMALLER)....... 1-1/2"

BEAMS, COLUMNS, PEDESTALS, AND TENSION TIES...........1-1/2"

3.4 PROVIDE CONCRETE FINISHES PER SPECIFICATIONS U.N.O.

3.5 LONGITUDINAL REINFORCING IN THE GRADE BEAMS AND PIERS SHALL BE PLACED

CONTINUOUS AT CORNERS AND INTERSECTIONS. MATCHING CORNER BARS SHALL

BE USED PER THE TYPICAL CONCRETE REINFORCEMENT DETAILS ON THE CONTRACT

DRAWINGS.

3.6 WHERE INDICATED ON THE DRAWINGS, PROVIDE AN INTENTIONALLY ROUGHENED

CONSTRUCTION JOINT BETWEEN CONCRETE SURFACES. PROVIDE 1/4" MINIMUM AMPLITUDE

AT EXISTING CONCRETE SURFACE AND REMOVE LAITANCE BY ABRASIVE BLASTING AND

COMPRESSED AIR CLEANING PRIOR TO PLACING NEW CONCRETE.

3.7 ALL CONCRETE IS REINFORCED W/ DEFORMED STEEL BARS (REBAR) UNLESS SPECIFICALLY

CALLED OUT OTHERWISE. REINFORCE ALL CONCRETE NOT OTHERWISE SHOWN WITH

THE SAME STEEL AS IN SIMILAR SECTIONS AND AREAS.

3.8 CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL FLOOR DRAINS, FLOOR FINISHES,

CURBS, CONCRETE PADS, AND SLAB DEPRESSIONS WITH ARCHITECTURAL, MECHANICAL,

AND ELECTRICAL DRAWINGS.

3.9 CONTRACTOR SHALL FIELD VERIFY DIMENSIONS AND LOCATIONS OF ALL OPENINGS, PIPE

SLEEVES, CURBS, ETC., AS REQUIRED WITH OTHER TRADES PRIOR TO PLACING CONCRETE.

3.10 CONTRACTOR SHALL COORDINATE LOCATIONS OF INSERTS, WELDED PLATES, AND OTHER

ITEMS EMBEDDED IN CONCRETE WITH ARCHITECTURAL DRAWINGS, MECHANICAL

DRAWINGS, ELECTRICAL DRAWINGS AND OTHER TRADES.

3.11 ALL SLABS SHALL BE FLAT AND LEVEL PER SPECIFICATIONS UNLESS OTHERWISE NOTED.

3.12 ALL REINFORCING BARS SHALL BE LAPPED AS SPECIFICALLY DETAILED ON THE DRAWINGS.

REFERENCE SPLICE AND EMBEDMENT SCHEDULE PER THE TYPICAL CONCRETE DETAILS.

WHERE NOT SPECIFICALLY DETAILED ON THE DRAWINGS, ALL REINFORCING BARS SHALL

BE LAPPED USING TENSION LAP SPLICE LENGTHS PER ACI 318-19.

SHEET

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PLOT DATE:

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4/12/2022 9:01:13 AM

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1. MATERIALS:

W SHAPES..................................................................................... ASTM A 992, GRADE 50 (Fy = 50 ksi) M AND S SHAPES, CHANNELS, ANGLES................................. ASTM A 36 (Fy = 36 ksi) RECTANGULAR HSS.................................................................... ASTM A 500, GRADE C (Fy = 50 ksi) ROUND HSS.................................................................................. ASTM A 500, GRADE B (Fy = 46 ksi) PIPE................................................................................................ ASTM A 53, GRADE B (Fy = 35 ksi) PLATES AND BARS...................................................................... ASTM A 36 (Fy = 36 ksi) HIGH STRENGTH BOLTS............................................................. ASTM F 3125, GRADE A325 & A490 NUTS ............................................................................................... ASTM A 563, HEAVY HEX, GRADE A ANCHOR RODS............................................................................. ASTM F 1554, GRADE 55 (Fy = 55 ksi)

SUPPLEMENTARY REQUIREMENTS (WELDABLE STEEL).. S1 FOR GRADE 55 ANCHORS

NON-SHRINK GROUT ................................................................... ASTM C 1107, 5,000 psi (NON-METALLIC) WELDING ELECTRODES ............................................................ E70XX, LOW HYDROGEN

2. WELDING: ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH AWS D1.1.

A) GROOVE AND BUTT WELDS SHALL BE COMPLETE JOINT PENETRATION WELDS, U.N.O.

B) FILLET WELD SIZES SPECIFIED ARE MINIMUMS, INCREASE AS REQUIRED PER AISC 360 TABLE J2.4.

C) WELD TERMINATIONS: WELDS TERMINATING AT ENDS OR SIDES, WHEREVER APPLICABLE, SHALL BE RETURNED CONTINUOUSLY AROUND CORNERS A DISTANCE OF 2 TIMES THE WELD SIZE PER AISC.

D) WHERE WELD LENGTH IS NOT SPECIFIED, THE WELD SHALL BE THE FULL LENGTH OF THE JOINT.

3. THE CONTRACTOR SHALL SUBMIT A WELDING PROCEDURE SPECIFICATION (WPS), DEVELOPED BY THE FABRICATOR/ERECTOR, IN CONFORMANCE WITH AWS D1.1 FOR REVIEW BY THE CONTRACTING OFFICER.

ALL WELDS SHALL BE PRE-QUALIFIED PER AWS D1.1. THE WPS SHALL INCLUDE THE WELDING

PARAMETERS RECOMMENDED BY THE ELECTRODE MANUFACTURER.

4. SHEAR/BEARING CONNECTIONS: SHALL BE DETAILED BASED ON THE DESIGN INFORMATION PROVIDED IN

THE STRUCTURAL DRAWINGS.

A) STANDARD SHEAR CONNECTIONS: DETAIL AS BOLTED OR WELDED DOUBLE-ANGLE, SINGLE PLATE, SINGLE ANGLE, OR TEE CONNECTIONS IN ACCORDANCE WITH THE CONNECTION TABLES IN THE AISC

MANUAL OF STEEL CONSTRUCTION, 15TH EDITION.

B) ALL BEAM TO WIDE FLANGE COLUMN AND BEAM TO GIRDER CONNECTIONS SHALL BE DETAILED AS

DOUBLE ANGLE CONNECTIONS, UNLESS OTHERWISE SHOWN.

C) SHEAR/BEARING CONNECTIONS SHALL BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER IN THE PROJECT STATE. THIS DESIGN SERVICE SHALL BE INCLUDED IN THE CONTRACTOR'S SCOPE OF SERVICES. SHOP DRAWINGS OF CONNECTIONS SHALL BE SEALED BY A LICENSED PROFESSIONAL

ENGINEER IN THE PROJECT STATE.

D) FACTORED DESIGN FORCES/REACTIONS: AS SHOWN ON THE STRUCTURAL DRAWINGS OR, IF NOT SHOWN, THE FACTORED DESIGN REACTION SHALL BE HALF OF THE "MAXIMUM TOTAL UNIFORM LOAD

(LRFD)" TABULATED IN THE AISC MANUAL OF STEEL CONSTRUCTION, 15TH EDITION.

5. ANCHORS: ANCHOR RODS SHALL BE CAST-IN-PLACE, SET WITH TEMPLATES IN FINAL POSITION PRIOR TO PLACEMENT OF CONCRETE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FABRICATION AND CORRECT POSITION OF ANCHOR ROD SETTING TEMPLATES. POST-INSTALLED ANCHORS, INCLUDING BUT NOT LIMITED TO EXPANSION, DRILLED OR ADHESIVE-TYPE ANCHORS, SHALL NOT BE SUBSTITUTED FOR ANY EMBEDDED ANCHORS SHOWN ON THE DRAWINGS. POST-INSTALLED ANCHORAGE WILL ONLY BE

CONSIDERED FOR REMEDIAL PURPOSES WITH APPROVAL FROM CONTRACTING OFFICER.

6. THE STRUCTURE SHALL NOT BE CONSIDERED STABLE DURING CONSTRUCTION UNTIL ALL ELEMENTS (INCLUDING METAL DECKING, CONCRETE FLOOR SLABS, JOISTS, ETC.) ARE IN PLACE, CONNECTED, AND

ACHIEVED THEIR FULL DESIGN STRENGTH. TEMPORARY SUPPORTS AND BRACING SHALL NOT BE

REMOVED OR MODIFIED UNTIL ALL ELEMENTS ARE IN PLACE, CONNECTED, AND HAVE ACHIEVED THEIR FULL DESIGN STRENGTH. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY CONSTRUCTION

BRACING.

7. STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE HOT-DIP GALVANIZED PER ASTM A123 AFTER

FABRICATION.

STRUCTURAL STEEL FRAMING NOTES:

36/4 PATTERN

36" COVERAGE

1.5 B DECK EDGE FASTENER LAYOUT

1. DESIGN OF COLD-FORMED STEEL STUD WALLS AND THEIR CONNECTIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE NOTED. SUBMITTALS SHALL COMPLY WITH THE

REQUIREMENTS OF THE SPECIFICATIONS AND DRAWINGS.

2. COLD-FORMED STEEL DESIGN, FABRICATION, AND ERECTION SHALL CONFORM TO AISI STANDARDS FOR

COLD-FORMED STEEL DESIGN, AND THE SPECIFICATIONS AND DRAWINGS.

3. ALL COMPONENTS OF EXTERIOR STUD WALLS SHALL BE MINIMUM 18 GAGE (43 MILS) THICKNESS, AND G90

GALVANIZED PER ASTM A653.

4. BOTTOM TRACK OF COLD-FORMED STUD WALLS SHALL BE FASTENED TO CONCRETE SLAB AT A MAXIMUM SPACING OF 12" O.C. WITH A MINIMUM EMBEDMENT OF 1-1/2”. ATTACHMENT DESIGN OF STUD WALL TO

STRUCTURE IS THE RESPONSIBILITY OF THE CONTRACTOR.

5. FOR COLD-FORMED STUD WALLS, PROVIDE COLD FORMED CHANNEL HORIZONTAL BRIDGING THROUGH THE STUD PUNCH OUTS. BRIDGING SYSTEM MUST BE ATTACHED TO EACH STUD AND MAY NOT EXCEED 4'-0"

VERTICAL SPACING.

6. FOR THE STUD WALLS ATTACHED TO STRUCTURAL FRAMING, CONNECTIONS AT TOP SHALL BE MADE TO ALLOW FOR THE MAIN FRAMING VERTICAL DEFLECTION. MINIMUM DEFLECTION CLEARANCE SHALL BE AS NOTED IN TYPICAL NOTES AND DETAILS. IF NOT NOTED IN NOTES AND DETAILS, PROVIDE A MINIMUM 2 IN.

CLEARANCE BETWEEN TOP OF STUD AND TRACK.

7. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR, COATING, VAPOR PROOFING, ADHESIVES, AND BRICK TIE REQUIREMENTS FOR WALLS.

COLD-FORMED STEEL FRAMING:

1. THE DESIGN/ FABRICATION AND ERECTION OF JOISTS EXTENSIONS, JOIST SUBSTITUTES, AND JOIST GIRDERS

SHALL CONFORM TO THE CURRENT SJI STANDARD SPECIFICATIONS.

2. JOISTS, JOIST EXTENSIONS, JOIST SUBSTITUTES, AND JOIST GIRDERS SHALL BE AS SHOWN ON THE PLANS

FOR THE INDICATED SLOPES AND FOLLOWING CRITERIA:

3. DEAD LOAD IS…