AD014784P - Technical Exhibit A - Drawings - Rev 2.pdf

SHEET NUMBER

TEXAS

DPW

FORT HOOD

D ir ec to rat eofPublic

W o rk s

24" x 36"

SHEET SIZE: ARCH D

APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:

REVISION DATEREVISION DESCRIPTIONREVISION

D A

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/2

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G E

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C o v e r S h e e t

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C T N

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B E

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C O

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C T N

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B E

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P R

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C T T

IT

L E

BRANCH CHIEF

B L

D G N

U M

B E

R

FT. HOOD, TEXAS 76544

ENGINEER DR.

BLDG 4612

S H

E E

T D

E S

C R

IP

T

IO

N

F. LAMAS

-J

U N -2

A D

P

A R

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A T

E /2

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FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION

C O

N V

E R

T B

U

IL

D

IN

G

L. CASTILLO

04-JUN-2021

24-JUN-2021

REVISION TO SOLICITATION #1

REVISION TO SOLICITATION #2

C O

V E

R S

H E

E T

G-101

PROJECT NUMBER: AD014784P

A. PELLOT

DETAIL NUMBER

REFERENCE FROM

REFERENCE TO

J. LOPEZ

87000

86000

85000

22000

88000

52000

53900

48000

51000

60000

69000

30000

38000

36000

26000

50000

40000

43000

39000

56000

11000

25000

13000

42000 33000

44000

41000

32000

10000

49000

35000

29000

18000

12000

15000

37000

31000

28000

23000

17000

19000

27000

34000

21000

16000

24000

93020

53400

51000

53000

75000

14000

53000

55000

89000

FORT HOOD DIRECTORATE OF PUBLIC WORKS - ENGINEERING DIVISION

FORT HOOD MILITARY RESERVATION - MAIN CANTONMENT AREA

SCALE : 1" = 2000'-0"

0 1/2 MILE 1 MILE

N

W E

S

COVER SHEET

A-101

A-102

A-104

A-201

A-301

A-501

A-402

A-502

A-503

M-101

G-101

D-101

C-101

P-101

P-103

P-104

P-105

P-106

P-108

P-109

P-501 PLUMBING DETAILS

M-502

PROPOSED FLOOR PLAN I

M-102

M-103

P-601

E-101

E-102

GENERAL SYMBOLS

LEGEND

CLEER CREEK

THE COURSES OF

NEW RAIL HEAD

COLLEGE

CENTRAL TEXAS

III CORPS

HOSPITAL

CARL R. DARNALL

PUBLIC WORKS

DIRECTORATE OF

PROJECT SITE

AIRFIELD

HOOD ARMY

SYMBOL

SHOEMAKER

RANGE CONTROL

FORT HOOD

TANK TRAIL

BLOCK PLAN

24 JUN 2021

C-102

CONVERT BUILDING 12005

D-201

EXISTING CONDITIONS SURVEY

PROPOSED SITE PLAN

C-501

PROPOSED FLOOR PLAN II

A-103 REFLECTIVE CEILING PLAN

ROOF PLAN

EXTERIOR ELEVATIONS

A-401

M-601

M-701

P-102

PLUMBING ENLARGEMENT I

PLUMBING ENLARGEMENT II

P-107

SANITARY SEWER ENLARGEMENT I

SANITARY SEWER ENLARGEMENT II

PLUMBING SCHEDULES

E-103

T-001

F-101

E-601 ELECTRICAL SCHEDULES

FIRE PROTECTION PLAN

A-601

A-701

ROOF DETAILS I

A-504 ROOF DETAILS II

MECHANICAL PLAN I

MECHANICAL PLAN II

MECHANICAL PLAN III

ABOVE FLOOR PLUMBING II

UNDER FLOOR PLUMBING

M-001

REV SHEET DESCRIPTIONSHEET

INDEX OF DRAWINGS

C-502

SITE DETAILS I

SITE DETAILS II

M-501

WALL TYPES

ARCHITECTURAL SCHEDULES

ABOVE FLOOR PLUMBING I

MECHANICAL DETAILS - PIPING

ELECTRICAL PLAN I

ELECTRICAL PLAN II

ELECTRICAL PLAN III

NOTE BY SYMBOL

REVISION NUMBER

RESTROOMS ENLARGEMENT I

RESTROOMS ENLARGEMENT II

PROPOSED FINISH FLOOR

MECHANICAL DETAILS - DUCTWORK

MECHANICAL CONTROLS I

M-702 MECHANICAL CONTROLS II

SANITARY SEWER PLAN I

SANITARY SEWER PLAN II

C-103 PROPOSED PARKING LOT PLAN

ELEVATIONS

DEMOLITION EXTERIOR

SHEET DESCRIPTIONSHEETREVREV SHEET SHEET DESCRIPTION

A-001 ARCHITECTURAL NOTES

PROPOSED CROSS SECTIONS

S-001 STRUCTURAL NOTES

S-501

MECHANICAL NOTES

E-001 ELECTRICAL NOTES

DEMOLITION PLAN

ARCHITECTURAL DETAILS

WORK

TECHNOLOGY STATEMENT OF

DETAILS

LOAD BEARING WALL FRAMING

MECHANICAL SCHEDULES

A

A

GATE

CREEK

CLEAR

TEXAS

NORTH NOLAN RD

S C

L E

A R C

R E

E K R

D

N C

L E

A R C

R E

E K R

D

VILLAGE

MONTAGUE

VILLAGE

MCNAIR

VILLAGE

CHAFEE

VILLAGE

VENABLE

PARK

PERSHING

VILLAGE

LIBERTY

VILLAGE

KOUMA

HEIGHTS

WAINWRIGHT

GATE

CLARKE

NORTH

GATE

CLARKE

SOUTH

GATE

BECK

BERNIE

PARK

PATTON

N C

L A

R K

E R

O A

D

W BATTALION AVE

W OLD IRONSIDES AVE

W TANK DESTROYER BLVD

W TANK DESTROYER BLVD E TANK DESTROYER BLVD

O L

D G

E O

R G

E T

O W

N R

D

W T

ANK

DES

TROYER

BLVD

S C

L A

R K

E R

D

SANTA FE

AVE

WAREHOUSE AVE

W R

A T

T E

N D

R

OLDRAILHEAD DR

W A

Y

W A

R R

IO

R

E M

U R

P H

Y R

D

M A

R T

IN

D

R

EAST

RANG

E

RD

W HELL ON WHEELS BLVD

W IVY DIVISION RD

E OLD IRONSIDES AVE

E HELL ON WHEELS BLVD

E HELL ON WHEELS BLVD

E OLD IRONSIDES AVE

CENTRAL DR

W E S T R

A N

G E R

D

N

N

D S

T

N

N

D S

T

W IVY DIVISION RD

N F

O R

T H

O O

D S

T

TURKEY RUN RD

TURKEY RUN RD

TURKEY RUN RD

W VETERANS MEMORIAL BLVD

B L

A C

K G

A P R

D

E MURPHY RD

SOUTH RANGE RD

GATE

RANGE

EAST

TEDESCO WAY

R A

IL

H E

A D

D R

N E

W

LANDFILL

FORT HOOD

GATE

MAYBORNE

E IVY DIVISION RD

PARK

MOTORCYCLE

ATV

VILLAGE III W

COMANCHE

VILLAGE I & II

COMANCHE

M U S

K O

G E E S

T

M U

N

IT

IO

N S R

D

JOHNSON DR

COVE

COPPERAS

T

H S

T

R

D S

T

E MURPHY RD

T

H S

T

E BATTALION AVE

AIRFIELD

ARMY

HOOD

S

T

H S

T

S

T

H S

T

S

N

D S

T

S T J M

IL

L S B

L V

D

KILLEEN

STADIUM

HOOD

E n g ni eeringDi vi s io n

SITE

PROJECT

CONTRACTOR SHALL REMOVE AND DISPOSE EXISTING WALL INSULATION. REF ARCHITECTUAL PLANS FOR

GROUTED IN AND MADE FLUSH WITH THE EXISTING SLAB AFTER DRAIN FIXTURES ARE REMOVED.

INACCESSIBLE DUE TO CRAWL SPACE LIMITS SHALL BE CUT AND CAPPED. THE REMAINING CAVITIES SHALL BE

OR IN THE CURRENT MECHANICAL YARDS, SHALL BE REMOVED. ALL PIPING AND DRAIN FIXTURES THAT ARE

ALL PIPING AND DRAIN FIXTURES WHICH ARE ACCESSIBLE BY MEANS OF THE CRAWL SPACE, ABOVE THE SLAB, REMOVE AND DISPOSE EXISTING MAIN DISTRIBUTION PANEL.

REQUIREMENTS WITH DOMINION ENERGY.

POWER TO THE BUILDING. CONTRACTOR SHALL COORDINATE ALL SERVICE

REMOVE THE EXISTING UNDERGROUND SERVICE CONDUCTORS FEEDING

FOUNDATION INSIDE THE MECHANICAL YARD AS INDICEATED ON PLAN.

CONTRACTOR SHALL DEMOLISH HOUSEKEEPING PADS INSIDE MECHANICAL ROOM AND CONCRETE

INFILL EXISTING WALL OPENINGS WITH EXISTING BRICK. REF. SHEET D-201.

INSULATION AND NEW WALL SPECIFICATIONS. TYPICAL AT ALL EXTERIOR WALLS.

CUT A 5'-6" OPENING IN EXISTING CMU WALL.

REPAIR EXISTING CMU PENETRATION WITH NEW FULLY GROUTED CMU.

SHALL BE CUT AT EXISITNG MORTAR JOINT AND A NEW CMU CAP SHALL BE INSTALLED BY CONTRACTOR.

CONTRACTOR SHALL CUT EXISTING CMU WALL DOWN TO A NEW FINISHED HEIGHT OF APPROX. 4'-0". CMU

CLEAN AND RE-PAINT EXTERIOR CMU WALLS IN EXISTING MECHANICAL YARDS.

ELEVATIONS. (BM 1 ACTUAL = 914.06)

TILE, WALK OFF CARPET AND LVT AREAS.TO ACHIEVE A F.F.E. = 100.00. USE BM 1 AS A DATUM FOR EXISTING

APPLY A SELF LEVELER COMPOUND SUCH AS UZIN NC 150 THROUGHOUT EXISTING CONCRETE ON CARPET

SHORING ADEQUATELY.

SHORING DRAWINGS SIGNED AND SEALED BY AN ENGINEER LICENSED IN THE STATE OF TEXAS TO CONFIRM

EVERY WORKING DAY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ENGINEERED

DEMOLITION PROCESS. THE STRUCTURE MUST BE LEFT IN A STABLE AND SECURED POSITION AT THE END OF

ALL PORTIONS OF THE STRUCTURE MUST BE ADEQUATELY SHORED PRIOR TO ANY SAW CUTTING OR 6.

DETERMINING THE TOTAL SCOPE OF WORK INCLUDED.

SCOPE OF WORK RELATING TO DEMOLITION WORK, AND IS NOT INTENDED AS THE ONLY MEANS OF

AVAILABLE FOR ASSISTING THE GENERAL CONTRACTOR IN THE PREPARATION AND UNDERSTANDING OF THE

THE INFORMATION AND DATA INDICATED IN THE DRAWINGS RELATED TO THE EXISTING BUILDING, IS THE BEST 5.

CONTRACTOR SHALL CLEAN OUT AND REPAIR ALL EXISTING BRICK JOINTS. 4.

GROUT HAVING A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI.

LOCATIONS INDICATED TO BE GROUT-FILLED SHALL BE DONE SO BY USING HIGH-STRENGTH LOW-SHRINK 3.

OTHERWISE NOTED. SEE TECHNICAL EXHIBIT C TO REFERENCE THESE DRAWINGS.

DIMENSIONS. ALL DRAWING REFERENCES ARE BASED ON RECORD DRAWINGS, DATED JULY 1993, UNLESS

DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWINGS FOR

CONTRACT DRAWINGS AND EXISTING FIELD CONDITIONS. CONTRACTOR SHALL NOTIFY THE COR OF ANY

THE CONTRACTOR SHALL VERIFY ALL QUANTITIES, DIMENSIONS AND CONDITIONS THOROUGHLY WITH THE 2.

ORDINANCES, THE LAWS OF THE STATE OF TEXAS, AND NATIONAL CODES.

THIS WORK SHALL COMPLY IN EVERY WAY POSSIBLE WITH THE REQUIREMENTS OF LOCAL LAWS, LOCAL

ALL DEMOLITION SHALL BE CONDUCTED IN ACCORDANCE WITH DPW SPECIFICATIONS. THE EXECUTION OF 1.

CONTRACTOR SHALL DEMOLISH EXISTING WALL.

FAN. SEE MECHANICAL PLANS FOR REPLACEMENT SPECIFICATIONS.

CONTRACTOR SHALL REMOVE AND DISPOSE EXISTING LOUVERS AND SUPPLY

BE PRESERVED AND STORED ON SITE. COORDINATE LOCATION WITH COR.

ASSOCIATED WITH ROOF-MOUNTED SOLAR PANELS. THIS EQUIPMENT SHALL

CONTRACTOR SHALL REMOVE TWO HOT-WATER STORAGE TANKS

ASSEMBLY EQUIPMENT, INCLUDING ASSOCIATED WIRING.

CONTRACTOR SHALL DEMOLISH AND REMOVE THE THERMOSTATIC MIXING

C-102.

REMOVE ALL EXISTING LANDSCAPE ROCK AND VEGITATION. PREPARE AREA TO RELIEVE NEW SOD. SEE SHEET

REPAIR EXISTING STEEL COLUMN PER DETAIL 2 ON THIS SHEET.

FOR COLD-FORMED STEEL FRAMING REQUIREMENTS.

CONTRACTOR TO REMOVE DAMAGED COLD FORMED WALL FRAMING AND REPLACE IN KIND. REF. SHEET S-501

PRIMER AND BE APPLIED FROM EXISTING FLOOR ELEVATION TO 10'-0" ABOVE FINISHED FOOR.

CONTRACTOR SHALL SAND BLAST AND REPAINT EXISTING STEEL COLUMN. PAINT SHALL BE RED OXIDE METAL

DELIVERY LOCATION WITH COR.

CONTRACTOR SHALL CUT, PRESERVE, AND DELIVER TWO (2) EXISTING HSS BEAMS TO DPW. COORDINATE

SHEET NUMBER

TEXAS

DPW

FORT HOOD

D ir ec to rat eofPublic

W o rk s

24" x 36"

SHEET SIZE: ARCH D

APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:

REVISION DATEREVISION DESCRIPTIONREVISION

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F lo o r P la n D e m o li ti o n .d g n

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B E

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C T T

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BRANCH CHIEF

B L

D G N

U M

B E

R

FT. HOOD, TEXAS 76544

ENGINEER DR.

BLDG 4612

S H

E E

T D

E S

C R

IP

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IO

N

F. LAMAS

-J

U N -2

A D

P

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C K R

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IO

N

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A T

E /2

/2

FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION

C O

N V

E R

T B

U

IL

D

IN

G

L. CASTILLO

04-JUN-2021

24-JUN-2021

REVISION TO SOLICITATION #1

REVISION TO SOLICITATION #2

1 2 3 4 5 6 7 8 9

A

D

E

G

J

A

L

C

F

G

H

K

D-101L. CASTILLO J. LOPEZ

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

DEMOLITION PLAN

D

D

GENERAL NOTES:

ARCHITECTURAL KEY NOTES:

UTILITY AND PLUMBING SYSTEMS KEY NOTES:

MECHANICAL KEY NOTES:

ELECTRICAL KEY NOTES:

STRUCTURAL:

D E

M O

L

IT

IO

N P

L A

N

SCALE: N.T.S.

WF COLUMN REPAIR

D

D

LEGEND:

DENOTES ITEMS FOR DEMOLITION.

DENOTES AREA TO INSTALL BRICK VENEER.

N

A1

A1

A8

A8

A8

S5

A1

M3

A4

A9

M3

A1

A2

E2

M2

M2

M1

P1

M1

M2

E1

P1

P1 P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

S1

S1

S2

A6

S2 S2 S2 S2

S2S2

S2

S2 S2

S2

S2

S2 S2 S2 S2

S2 S2

S2

S2

S2

S2

S2

S2

S2

S2

A1

A3

A3

A3

A3

A3

A3

E1

E2

A4

A5

A7

A4

A4

A4

A4

A7

A7

A7

A5

A7

A2

S4

S3

A6

A7

A8

S3

S4

S5

A3

A9

M3 g ni eeringDi vi s io n

'-7

'-0

'-6

'-6

'-0

'-7

13'-6"24'-0"24'-0"24'-0"24'-0"24'-0"12'-2"9'-8"

REMAIN

UTILITY TRANSFORMER TO

4 WIRE PAD MOUNTED

EXISTING 500 KVA 3 PHASE,

(TYP.)

(TYP.)

(TYP.)

CONC. DRIVE

EXISTING

CONC. PAD

EXISTING

TO REMAIN

PULL BOX

EXISTING

EXISTING WF COLUMN

COLUMN

TO EXISTING WF

BENT PLATE WELDED

NEW 14" TALL 3/8" THICK

DPW

FORT HOOD

D ir ec to rat eofPublic

W o rk s

24" x 36"

SHEET SIZE: ARCH D

APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:

REVISION DATEREVISION DESCRIPTIONREVISION

D A

T E

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C H

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/2

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\4 .0 D ra w in g s \D -2

D e m o li ti o n E x te ri o r

E le v a ti o n s .d g n

:4

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C T N

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B E

R

C O

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C T N

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B E

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P R

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C T T

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L E

BRANCH CHIEF

B L

D G N

U M

B E

R

FT. HOOD, TEXAS 76544

ENGINEER DR.

BLDG 4612

S H

E E

T D

E S

C R

IP

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IO

N

F. LAMAS

-J

U N -2

A D

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A R

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FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION

C O

N V

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T B

U

IL

D

IN

G

L. CASTILLO

04-JUN-2021

24-JUN-2021

REVISION TO SOLICITATION #1

REVISION TO SOLICITATION #2

F.F.E.

113'-5"

G.E.

T.O.C.

T.O.W.

B.O.P.

98'-0"

F.F.E.

108'-10"

112'-8"

120'-2"

G.E.

T.O.W.

T.O.D.

98'-0"

F.F.E.

G.E.

112'-8"

120'-2"

B.O.P

T.O.W.

98'-7"

120'-1"

T.O.W.

G.E.

1'-0"1'-0"

125'-0"

T.O.P. (HIGH)

F.F.E.

100'-0"

108'-5"

97'-10"

100'-0"

108'-9"

109'-0"

120'-3"

100'-0"

107'-0"

108'-5"

100'-0"

125'-0"

T.O.P. (HIGH)

125'-0"

T.O.P. (HIGH)

125'-0"

T.O.P. (HIGH)

T.O.G.W.

T.O.G.W.

T.O.M.C.

B.O.M.C.

T.O.G.W.

113'-5"

B.O.P.

9 8 7 6 5 4 3 2 1

1 2 3 4 5 6 7 8 9

A D E G J LL K H G F B A

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

NORTH ELEVATION

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

SOUTH ELEVATION

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

WEST ELEVATION

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

EAST ELEVATION

D-201A. PELLOT A. PELLOT

D E

M O

L

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V A

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N S g ni eeringDi vi s io n

REMOVE AND DISPOSE OF EXISTING HAND RAIL.

WINDOW AS SCHEDULE. REF: A-601

REMOVE EXISTING WINDOW AND PREPARE EXISTING OPENING TO RECIVE NEW

RECIVE NEW DOOR AND DOOR FRAME AS SCHEDULE. REF: A-601

REMOVE EXISTING DOOR AND DOOR FRAME. PREPARE EXISTING OPENING TO

HANDRAILS BLACK.

CLEANED PER SSPC-SPLO AND APPLY ZINC PRIMER PER SSPC-PAINT 27. PAINT

HANDRAILS: CLEAN AND REPAINT EXISTING HANDRAILS. HANDRAILS SHALL BE

APPLY COLORED SEALANT TO ALL HOLES.

REMOVE AND DISPOSE EXISTING DOWN SPOUT AND FASTENERS.

AREAS AS NOTED ON CONTRACT DRAWINGS.

CONTRACT DRAWINGS. REF: A-201. RE-USE EXISTING BRICK TO PATCH ALL

REMOVE AND PRESERVE EXISTING BRICK PARAPET AS DEPICTED IN

PATH. REFERENCE NOTE 4 ON THIS SHEET.

REMOVE EXISTING TEMPORARY WALL PENETRATION PATCH AND INSTALL BRICK

DEMOLISH EXISTING LOUVERS.

FAN. SEE MECHANICAL PLANS FOR REPLACEMENT SPECIFICATIONS.

CONTRACTOR SHALL REMOVE AND DISPOSE EXISTING LOUVERS AND SUPPLY

INSTALLATION.

BE REMOVED AND REINSTALLED WILL VARY TO ACCOMMODATE WINDOW

AREA SHADED REPRESENTS NEW WINDOW LOCATION, ACTUAL BRICK VENEER TO

INSTALLATION. RE-USE EXISTING BRICK AS NEEDED.

REMOVE AND PRESERVE OF EXISTING BRICK TO FACILITATE NEW WINDOW

DRAINAGE AWAY FROM BUILDING. REF: 6/C-502.

SPECIFIED IN NOTE 1 ON THIS SHEET. SPALSH BLOCKS SHALL PROVIDE POSITIVE

REMOVE AND RESET EXISTING SPLASH BLOCKS. CLEAN ALL SPLASH BLOCK AS

"2 12'- 1'-9" 8'-0""2

13'-4 8'-0"8'-0" "4 13'-18'-0"

6'-8"3'-4" 6'-2"3'-4"

9'-8"12'-2"24'-0"24'-0"24'-0"24'-0"24'-0"13'-6"

13'-6"24'-0"24'-0"24'-0"24'-0"24'-0"12'-2"9'-8"

22'-11"19'-2"15'-6"5'-8"20'-11"16'-7"13'-0"12'-6"12'-6"13'-0"16'-7"

KEY NOTES:

LEGEND:

ABBREVIATIONS:

GROUND ELEVATION.G.E.

FINISH FLOOR ELEVATION.F.F.E.

TOP OF DOOR.T.O.D.

BOTTOM OF METAL CANOPY.B.O.M.C.

TOP OF METAL CANOPY.T.O.M.C.

TOP OF CEILING.T.O.C.

TOP OF GLASS WINDOWS.T.O.G.W.

TOP OF WALL.T.O.W.

BOTTOM OF PARAPET.B.O.P.

TOP OF PARAPET.T.O.P.

DENOTES ITEMS FOR DEMOLITION.

DENOTES AREA TO INSTALL BRICK VENEER.

NOTES:

CONTRACTOR SHALL CLEAN OUT AND REPAIR ALL EXISTING BRICK JOINTS. 5.

MECHANICAL YARD. NEW GROUT SHALL MATCH COLOR OF EXISTING GROUT.

PRESERVED AND STOCKPILED ON THE EXISTING CONCRETE SLAB IN THE

REINSTALLED SHALL BE CLEANED OF ALL EXISTING MORTAR AND GROUT SHALL BE

PIECES SHALL BE ALLOWED TO BE RE-INSTALLED. ALL REMAINING BRICK NOT

EXISTING GROUT AND MORTAR PRIOR TO INSTALLATION. ONLY SOLID UNBROCKEN

EXISTING BRICK NOTED TO BE REMOVED AND RE-USED SHALL BE CLEANED OF ALL 4.

PROVIDE, APPLY MASONRY SEALER OVER ALL MASONRY EXTERIOR AS SPECIFIED.3.

PROVIDE, APPLY COLORED SEALANT AS SPECIFIED TO ALL HOLES.2.

CLEANED AS SPECIFIED IN "GENERAL CLEANING OF EXTERIOR BRICK MASONRY".

CLEAN ALL EXTERIOR BRICK MASONRY TO REMAIN. BRICK MASONRY SHALL BE 1.

1 1 1 1 1

1 1 1 1 1 1 1

1111 11

2 2

2 2

777 7

3 3

3 3

4 4

10 10

A

A

A

A

A

A

A

A

C-101

X

IS

T

IN

G C

O N

D

IT

IO

N S S

U R

V E

Y

SCALE: 1" = 10'-0"

EXISTING CONDITION SURVEY

G

W

F

WCO

WW

G

L. CASTILLO L. CASTILLO

FD

FO

SHEET NUMBER

TEXAS

DPW

FORT HOOD

D ir ec to rat eofPublic

W o rk s

24" x 36"

SHEET SIZE: ARCH D

APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:

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C T T

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BRANCH CHIEF

B L

D G N

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B E

R

FT. HOOD, TEXAS 76544

ENGINEER DR.

BLDG 4612

S H

E E

T D

E S

C R

IP

T

IO

N

F. LAMAS

-J

U N -2

A D

P

A R

C H

IT

E C

T U

R A

L T

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L E B

L O

C K S

IZ

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L E B

L O

C K R

E V

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IO

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V

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FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION

C O

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L. CASTILLO

04-JUN-2021

24-JUN-2021

REVISION TO SOLICITATION #1

REVISION TO SOLICITATION #2

WW

WCO

G G

G

W

FO

W

WCO

WCO

WCO

WCO

WCO

WCO

WCO

WCO

WCO

WW

G G

WW

WW

MH

W

MH

W

916.00

920.76

920.12

919.53

919.14

918.44

917.80

917.09

916.55

916.01

915.02

920.49

920.03

919.67

918.66

918.76

917.37

916.69

915.67

914.71

914.45

918.87

914.13

917.83

918.50

917.43

917.29

914.95

916.95

917.88

918.34

918.36

917.40

915.48

916.5

917.08

917.57

917.39

916.71

916.49

914.17

919.12 917.47

916.48917.75 917.46918.61919.39918.41918.80919.79920.09919.71

918.64

918.17 918.54

916.08 915.09

917.13 917.30

917.50

917.31 913.85

916.10 915.04

916.08 915.28

918.82

919.00917.22

916.31

917.32

918.31

916.72

917.25

917.45

917.29

T.O.W.

918.91

918.15917.94

T.O.W.

918.92 917.45

917.43

917.36 T.O.W.

918.91

919.14917.72

917.58

T.O.W.

918.90

RAMP

RAMP

RAMP

917.58917.61 917.66

917.27

EL = 917.29'

CENTER OF ROAD

MAGNETIC NAIL ON

PROJECT BENCHMARK

EL = 913.76'

N = 11305350.06

E = 2029291.42

POWER POLE

EXISTING ABANDONED

g ni eeringDi vi s io n2

PIV

F

F F F

F F

P

IV

F

TO PROTECT FROM NEW FILL MATERIAL.

PERMANENTLY SEAL EXISTING CRAWL SPACE ACCESS AND APPLY CORRISION PROTECTION

REMOVE AND DISPOSE EXISTING FIRE SPRINKLER SYSTEM AT LOADING DOCK.

ASSOCIATED CABLES AND RACEWAY.

REMOVE AND DISPOSE EXISTING ELECTRICAL DISCONNECT SWITCHES ALONG WITH THEIR

GROUT.

REMOVE AND DISPOSE EXISTING POST IN ITS ENTIRETY. FILL HOLES WITH HIGH-STRENGTH

CAPPED AND ABANDONED IN PLACE.

DEMOLISH ABOVEGROUND GREASE TRAP ENCLOSURE AND VENT PIPE. VENT PIPE SHALL BE

DEMOLISH EXISTING CONCRETE PAD IN ITS ENTIRETY.

REMOVE AND DISPOSE EXISTING LOADING RAMP BUMPERS.

SAW CUT AND REMOVE EXISTING SIDE WALK. INSTALL NEW SIDE WALK PER SHEET C-102.

LEGEND:

EXISTING OVERHEAD ELECTRIC LINE

EXISTING UNDERGROUND ELECTRIC LINE

EXISTING GAS LINE

EXISTING SANITARY SEWER LINE

EXISTING STORM DRAIN LINE

EXISTING WATER LINE

EXISTING POWER POLE

EXISTING GAS REGULATOR

EXISTING GAS VALVE

EXISTING WATER VALVE

EXISTING FIRE HYDRANT

EXISTING WASTEWATER CLEANOUT

EXISTING WASTEWATER MANHOLE

PROJECT BENCHMARK

EXISTING FIBER OPTIC

EXISTING FLOOR DRAIN

BUILDING NUMBER12005

EXISTING UNDERGROUND FIBER OPTIC LINE

EXISTING SPOT ELEVATION

KEY NOTES:

NOTES:

TRENCHING AND EXCAVATION OPERATIONS.

SHALL VERIFY THE EXACT LOCATION OF ALL LINES PRIOR TO ANY

LOCATION OF EXISTING UTILITY LINES ARE APPROXIMATE. CONTRACTOR 2.

ENTIRETY.

EXISTING OVERGROWN VEGETATION AROUND THE FACILITY IN THEIR

WOOD PANELS, UN-SERVICED ELECTRICAL BOXES, RACEWAY, AND

CONTRACTOR SHALL REMOVE AND DISPOSE EXTERIOR WALL MOUNTED 1.

EXISTING FIRE SUPPRESION SERVICE

EXISTING POST INDICATOR VALVE

OLD IRONSIDE AVE

T

H S

T

12005

EXISTING INLET

REVEGITATE DISTUBED AREAS

DEMOLISH TREE IN ITS ENTIRITY

EXISTING TREE TO BE DEMOLISHED.

A

DPW

FORT HOOD

D ir ec to rat eofPublic

W o rk s

24" x 36"

SHEET SIZE: ARCH D

APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:

REVISION DATEREVISION DESCRIPTIONREVISION

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BRANCH CHIEF

B L

D G N

U M

B E

R

FT. HOOD, TEXAS 76544

ENGINEER DR.

BLDG 4612

S H

E E

T D

E S

C R

IP

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IO

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F. LAMAS

-J

U N -2

A D

P

A R

C H

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C O

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04-JUN-2021

24-JUN-2021

REVISION TO SOLICITATION #1

REVISION TO SOLICITATION #2

WW

WCO

G G

G

W

FO

W

WCO

WCO

WCO

WCO

WCO

WCO

WCO

WCO

WCO

WW

G G

WW

WW

W

MH

W

C-102L. CASTILLO L. CASTILLO

P R

O P

O S

E D S

IT

E P

L A

N

SCALE: 1" = 10'-0"

PROPOSED SITE PLAN

G

W

F

WCO

WW

G

FD

FO

920.76

920.12

919.53

919.14

918.44

917.09

916.55

916.01

915.02

920.49

920.03

919.67

918.66

918.76

917.37

916.69

915.67

914.71

914.45

918.87

914.13

917.29

914.95

918.34

918.36

917.40

915.48

917.08

917.57

917.39

916.71

916.49

914.17

919.12 917.47

916.48917.75 917.46920.09919.71

918.64

918.17

917.13 917.30

917.31 913.85

919.00

917.22

916.31

917.32

916.72

LIMITS OF GRADING

LIMITS OF GRADING LIMITS OF GRADING

RAMP

917.29

917.45

917.25

917.94

916.00

EL = 917.29'

CENTER OF ROAD

MAGNETIC NAIL IN

EL = 913.76'

N = 11305372.67

E = 2029295.47

POWER POLE

EXISTING ABANDONED

917.60

918.00 918.75

918.40

917.60

918.00

917.00 917.00

918.00

918.00

918.50

918.30

919.00

919.60

919.00

919.60

919.00

919.60

919.00

919.60

918.60 g ni eeringDi vi s io n

P

IV

PIV

TYPICAL GRADING AND SODDING AREA LIMITS AS SHOWN.

CONTRACTOR SHALL CONSTRUCT NEW SIDEWALKS AS SPECIFIED.

WITH 6-#6 LONGITUDINAL BARS AND #3 TIES @ 12" O.C.

INSTALL NEW 25' TALL FLAG POLE AND 3'-0" x 5'-0" DEEP DRILLED SHAFT FOUNDATION

RE-USE EXISTING METAL PLATES AND INSTALL NEW HANDRAIL SYSTEM AS SHOWN ON.

REPLACE EXISTING PAVERS AND PROVIDE MAINTENANCE AROUND LANSCAPING AREA.

INSTALL NEW DUMPSTER PAD; REF SHEET C-501.

HARDWARE.

CONSTRUCTED OF ALUMINUM DOOR AND FRAME WITH STAINLESS STEEL HINGES AND

CRAWL SPACE. CELLAR DOORWAY SHALL BE OUTDOOR RATED, WATER TIGHT SEAL, AND

SAW CUT EXISTING CONCRETE AND INSTALL NEW 36"X36" CELLAR DOORWAY ENTRY TO

OLD IRONSIDE AVE

T

H S

T

12005

38'-5"

10'-0"

2'-0"

4'-0"4'-0"4'-0"

KEY NOTES:

NOTES:

SPECIFIED.

DEMOLITION WORK, CONTRACTOR WILL FILL AND GRADE THE AREA AS

GUARD RAILS SHALL BE DISPOSED OF. UPON COMPLETION OF

LOADING RAMP IS TO BE DEMOLISHED ENTIRERLY. CONCRETE AND 3.

NO ADDITIONAL COST TO THE GOVERNMENT.

OWNER AND SHALL BE MADE PAYABLE IN FULL BY THE CONTRACTOR AT

30 DAYS MAY BE SUBJECTED TO ADDITIONAL FEES BY PRIVATIZED UTILITY

OF THE CONTRACT PERIOD OF PERFORMANCE. PAYMENTS MADE AFTER

FULL PAYMENT DIRECTLY TO UTILITY OWNER WITHIN THE FIRST 30 DAYS

IT IS THE CONTRACTOR’S RESPONSIBILITY TO COORDINATE AND SUBMIT 2.

WITHIN THESE CONTRACT DOCUMENTS.

RESPONSIBLE FOR THE COMPLETION OF ALL UTILITY WORK ASSOCIATED

COORDINATE ALL WORK AS NECESSARY. CONTRACTOR SHALL BE

WITH THE PRIVATIZED UTILITY COMPANIES AND APPROPRIATELY

THE CONTRACTOR TO COORDINATE POINT OF OWNERSHIP DEMARCATION

PERTAIN DIRECTLY TO THEIR UTILITIES. IT IS THE RESPONSIBILITY OF

PERFORM ALL DEMOLITION AND NEW CONSTRUCTION WORK THAT

AND NATURAL GAS UTILITIES. THE UTILITY SYSTEM OWNERS MUST

SANITARY SEWER UTILITIES. DOMINION ENERGY OWNS THE ELECTRIC

ARE PRIVATELY OWNED. AMERICAN WATER OWNS THE WATER AND

SOME OF THE EXISTING UTILITY SYSTEMS WITHIN THE PROJECT AREA 1.

LEGEND:

EXISTING POWER POLE

EXISTING GAS REGULATOR

EXISTING GAS VALVE

EXISTING WATER VALVE

EXISTING FIRE HYDRANT

EXISTING WASTEWATER CLEANOUT

EXISTING WASTEWATER MANHOLE

PROJECT BENCHMARK

EXISTING FIBER OPTIC

EXISTING FLOOR DRAIN

BUILDING NUMBER12005

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

EXISTING POST INDICATOR VALVE

2 2

A

A

C

C

COMPACT AND FINE GRADE EXISTING SUBGRADE TO 98% ASTM D 1557.

10" FLEXIBLE BASE TXDOT GRADE 1-2 TYPE A IN CONFORMANCE WITH TXDOT, ITEMS 247.

APPLY TACK COAT TO EXISTING CONCRETE IN CONFORMANCE WITH CURRENT TXDOT SPECS, ITEMS 310.

APPLY PRIME COAT TO BASE MATERIAL IN CONFORMANCE WITH CURRENT TXDOT SPECS, ITEM 310.

SPECS. ITEMS 341 RAS WILL NO BE PERMITTED TO USE WITHIN HMAC MIX.

FULL DEPTH REPAIR WITH 3" HMAC TXDOT TYPE D 50 GYRATION IN CONFORMANCE WITH CURRENT TXDOT

INSTALL HANDICAP TEMPLATE.

4" SOLID BLUE THERMOPLASTIC STRIPE.

4" SOLID WHITE THERMOPLASTIC STRIPE.

FULL DEPTH REPAIR. SEE DETAIL 4/C-103.

SHEET NUMBER

TEXAS

DPW

FORT HOOD

D ir ec to rat eofPublic

W o rk s

24" x 36"

SHEET SIZE: ARCH D

APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:

REVISION DATEREVISION DESCRIPTIONREVISION

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P R

O J E

C T T

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L E

BRANCH CHIEF

B L

D G N

U M

B E

R

FT. HOOD, TEXAS 76544

ENGINEER DR.

BLDG 4612

S H

E E

T D

E S

C R

IP

T

IO

N

F. LAMAS

-J

U N -2

A D

P

A R

C H

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T U

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L O

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FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION

C O

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L. CASTILLO

04-JUN-2021

24-JUN-2021

REVISION TO SOLICITATION #1

REVISION TO SOLICITATION #2

12005

12006

ACCESSIBLE

VAN

PARKING

RESERVED

NOTES:

SEE DETAIL 2 FOR ADDITIONAL NOTES.1.

ONLY

PARKING

MOTORCYCLE

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

ACCESSIBLE PARKING SIGN

SCALE: 1" = 20'-0"

PROPOSED PARKING LOT PLAN

NOTES:

1.

2. ALL EXISTING CURB AND GUTTERS TO REMAIN.

MAINTAIN EXISTING PROFILE AND GRADE.

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

TYPICAL PAVEMENT SECTION

KEY NOTES:

3 ALL NEW SIGNAGE POSTS SHALL BE SET 1'-6" AWAY FROM ALL SIDEWALKS.

P R

O P

O S

E D P

A R

K

IN

G L

O T P

L A

N

C-103

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

MOTORCYCLE PARKING SIGN

N

5 6

2 1 2 2

83'-0"

C

C

C

C

C

C

C g ni eeringDi vi s io n

83'-0''

R

30'-0"

R

R

30'-0"

R

R

R

44'-0''

T Y

P

T Y

P

50 SPACES @ 9'-0" = 450'-0"

11'-0" 5'-0" 9'-0" 9'-0" 5'-0" 14 SPACES @ 9'-0" = 126'-0" 36'-0" 13 SPACES @ 9'-0" = 117'-0" 44'-0" 18 SPACES @ 9'-0" = 162'-0"

3'-6"

L. CASTILLO N. EUBANK

BORDER ON WHITE BACKGROUND.

GREEN LETTERS, BLUE SYMBOL, &

12" X 18" R7-8 SIGN BAKED ENAMEL

BREAK-AWAY SLEEVE.

FINISHED GRADE.

INCHES.

HAVING A MINIMUM THICKNESS OF 0.080

ON REFLECTIVE ALUMINUM SHEETING

BORDER ON WHITE BACKGROUND.

GREEN LETTERS, BLUE SYMBOL, &

12" X 18" R7-8 SIGN BAKED ENAMEL

FINISHED GRADE.

GALVENIZED STEEL POLE.

16 GA. 2- 3/8" O.D. HOT-DIPPED

12" X 18" R7-5-16 SIGN

SIDEWALK

OLD IRONSIDES AVE

SEE DETAIL 2

INSTALL R7-8 SIGN

SAW CUT

SIDEWALK

SAW CUT

SEE DETAIL 3

MOTORCYCLE SIGN

INSTALL

C-501L. CASTILLO L. CASTILLO

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

FOUNDATION PLAN

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

ENCLOSURE FRAMING PLAN

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

DUMPSTER PAD ENCLOSURE - PLAN VIEW

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

DUMPSTER PAD ENCLOSURE - FRONT ELEVATION

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

DUMPSTER PAD ENCLOSURE - SIDE ELEVATION

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

TYPICAL BOLLARD

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

EXTERIOR GRADE BEAM

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

INTERIOR GRADE BEAM

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

FRAMING ELEVATION

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

DETAIL

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

SECTION

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

SITE PLAN

S

IT

E D

E T

A

IL

S I

SHEET NUMBER

TEXAS

DPW

FORT HOOD

D ir ec to rat eofPublic

W o rk s

24" x 36"

SHEET SIZE: ARCH D

APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:

REVISION DATEREVISION DESCRIPTIONREVISION

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P R

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C T T

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L E

BRANCH CHIEF

B L

D G N

U M

B E

R

FT. HOOD, TEXAS 76544

ENGINEER DR.

BLDG 4612

S H

E E

T D

E S

C R

IP

T

IO

N

F. LAMAS

-J

U N -2

A D

P

A R

C H

IT

E C

T U

R A

L T

IT

L E B

L O

C K S

IZ

E D x

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L O

C K R

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IO

N

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FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION

C O

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L. CASTILLO

04-JUN-2021

24-JUN-2021

REVISION TO SOLICITATION #1

REVISION TO SOLICITATION #2

2"

2"

3"

B1

R - PANEL

6" DIA. BOLLARD

CONCRETE FOUNDATION

6" DIA. BOLLARD

CULTURED STONE COLUMN

F

G

W

WCO

WCO

WCO

WCO

WCO

WCO

WW

WW

917.08 917.13 917.30

917.22

916.31

917.32

LIMITS OF GRADING RAMP

919.00 g ni eeringDi vi s io n

EL = 917.29'

CENTER OF ROAD

MAGNETIC NAIL IN

PROJECT BENCHMARK

SAW CUT AND REMOVE PORTION OF EXISTING CURB TO ACCOMODATE NEW DUMPSTER PAD LOCATION.

LOCATION OF DUMPSTER PAD ENCLOSURE.

BEAM SCHEDULE

MARK

B1 8"

"B" "D" REINFORCEMENT

2 - #5 TOP & BOTTOM #3 STIRRUPS @ 18" O.C.12"

SITE PREPARATION NOTES:

RAINFALL OR BY DESICCATION.

BEFORE PLACEMENT OF CONCRETE. REMOVE ALL LOOSE MATERIALS AND UNSUITABLE SOILS DUE TO

D698. STANDING WATER SHOULD NOT BE PERMITTED IN THE FOOTING HOLES AFTER FINAL COMPACTION AND

COMPACT BOTTOM OF HOLES TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY DETERMINED USING ASTM

EXCAVATE ALL FOOTINGS TO MEET PLANNED DIMENSIONS. PRIOR TO PLACEMENT OF CONCRETE, HAND SN-5

PERFORM ALL EARTHWORK DESCRIBED ABOVE BEFORE EXCAVATING FOR BEAMS AND FOOTINGS. SN-4

DIMENSION.

MATERIAL AND DEBRIS, AND SHOULD NOT CONTAIN STONES LARGER THAN THREE (3) INCHES IN MAXIMUM

STANDARD SPECIFICATIONS MANUAL. THE FLEXIBLE BASE MATERIALS SHOULD BE FREE OF ORGANIC

THE GRADATION CRITERIA FOR ITEM 247, TYPE A, GRADES 1 OR 2 AS SPECIFIED IN THE 2004 TXDOT

PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT. THE FLEXIBLE BASE MATERIAL SHOULD MEET

MAINTAIN COMPACTIVE LIFT THICKNESS TO 6 INCHES OR LESS AND MOISTURE CONTENT BETWEEN -2 AND +3

BRING THE SUBGRADE UP 16", EXCEPT WHERE OTHERWISE SHOWN, WITH FLEXIBLE BASE MATERIAL. SN-3

STABILIZE 6" OF SUBGRADE USING LIME.SN-2

EXPOSED SUBGRADE SHALL BE RELATIVELY LEVEL.

SOIL. DO NOT USE AS FILL MATERIAL. REMOVE ADDITIONAL SOILS AS NEEDED TO MEET DESIGN ELEVATIONS.

AT THE ENTIRE AREA OCCUPIED BY THE PAD, REMOVE EXISTING ASPHALT PAVEMENT AND 18" OF EXISTING SN-1

2'-0" 2'-0" 6'-0" 2'-0" 6'-0" 2'-0" 6'-0" 2'-0" 2'-0"

2'-4" 11'-6" 2'-4" 11'-6" 2'-4"

2'-4"

7'-6"

3'-0"6'-0"2'-0"4'-0"4'-0"2'-0"6'-0"3'-0"

11'-0"8'-0"11'-0"

30'-0"

"2 12'-4"2

15'-7"2 15'-72'-9""2

15'-7"2 15'-7"2

12'-4

HSS 2 x 1 x 3/16 (HI)

HSS 2 x 1 x 3/16 (LOW)

HSS 2 x 1 x 3/16 (HI)

HSS 2 x 1 x 3/16 (LOW)

HSS 2 x 1 x 3/16 (HI)

HSS 2 x 1 x 3/16 (LOW)

HSS 2 x 1 x 3/16 (HI)

HSS 2 x 1 x 3/16 (LOW)

H S

S x x /1

H I)

H S

S x x /1

L O

W

H S

S x x /1

(H

I)

H S

S x x /1

(L

O W

ALL COLUMNS ARE HSS 3 x 3x 1/4

UNLESS NOTED OTHERWISE.

2'-4"11'-8"2'-4"11'-8"2'-4"

30'-4"

1'-0"

6" THICK 4,000 PSI CONCRETE

REINFORCED WITH #5 @ 18"

O.C.E.W.

BROOM FINISH.

8 - YARD FRONT

LOAD DUMPSTER

(BY OTHERS)

8 - YARD FRONT

LOAD DUMPSTER

(BY OTHERS)

8 - YARD FRONT

LOAD DUMPSTER

(BY OTHERS)

B1

B

B

B

B

3/16 (OUTSIDE)

INSTRUCTIONS.

SCREWS PER MANUFACTURER'S INSTALLATION

TO HSS TUBES WITH SELF TAPPING TEK

NEW R-PANEL (24 GUAGE) FASTEN

1'-4"

1/2" EXP. JOINT FILLER

1" CROWN

PAINT SAFETY YELLOW

EMBEDDED 3' INTO CONCRETE SHAFT

PIPE FILLED WITH CONCRETE,

6" DIA. BOLLARD POST, SCH. 40 STEEL

SEE PLAN SEE PLAN

OF TUBE; ALL LOCATIONS

TYPICAL 1/4" CAP PLATE WELDED TO TOP

ALL LOCATIONS.

OR APPROVED EQUIVALENT. TYPICAL

CONCRETE WITH HIT-HV 200 EPOXY

INCHES INTO THE FINISHED

HILTI HAS ANCHORS EMBEDDED FOUR

FASTENED W/ (4) 6" LONG x 1/2" Ø.

WELDED TO BOTTOM OF TUBE AND

7" x 7" x 3/8" THICK BASE PLATE

SEE CIVIL DRAWINGS

FINISHED GRADE,

AND REINFORCEMENT

SEE PLAN FOR SLAB SIZE

"D

6""B"

S E

E P

L A

N

SEE NOTE S3

SEE NOTE S2

SEE NOTE S3

SEE NOTE S2

AND REINFORCEMENT

SEE PLAN FOR SLAB SIZE

6""B"6"

S E

E P

L A

N

T

H S

T

12005

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C-502L. CASTILLO L. CASTILLO

IT

E D

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A

IL

S I I

SHEET NUMBER

TEXAS

DPW

FORT HOOD

D ir ec to rat eofPublic

W o rk s

24" x 36"

SHEET SIZE: ARCH D

APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:

REVISION DATEREVISION DESCRIPTIONREVISION

D A

T E

T E

C H

N

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A L E

X H

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/2

G E

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C T N

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B E

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C O

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R A

C T N

U M

B E

R

P R

O J E

C T T

IT

L E

BRANCH CHIEF

B L

D G N

U M

B E

R

FT. HOOD, TEXAS 76544

ENGINEER DR.

BLDG 4612

S H

E E

T D

E S

C R

IP

T

IO

N

F. LAMAS

-J

U N -2

A D

P

A R

C H

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FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION

C O

N V

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IL

D

IN

G

L. CASTILLO

04-JUN-2021

24-JUN-2021

REVISION TO SOLICITATION #1

REVISION TO SOLICITATION #2

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

SIDEWALK REPAIR

8'-0"

"4

RENOVATE BRIGADE HQ

BUILDING 12005

"MAKING THE GREAT PLACE - GREATER"

DPW

III CORPS & FORT HOOD

PRIME CONTRACTOR: NASCO DPW POC: ROBERT ERWIN, 254-287-4507

[PERMITS]

NOTIFICATION]

[EMERGENCY

[SWPPP]

MAP]

[HOSPITAL

TEXAS

DPW

FORT HOOD

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

TYPICAL PROJECT SIGNAGE

COMING SUMMER 2022

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

TYPICAL EXPANSION JOINT

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

TYPICAL NEW CONCRETE SIDEWALK

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

TYPICAL LAP JOINT FOR CONCRETE WORK

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

TYPICAL CONTROL JOINT

SLOPE

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

NEW SPLASH BLOCK

g ni eeringDi vi s io n

N: 2029146.44

E: 11305521.08

N: 2029160.52

E: 11305512.69

EQEQ

SAWCUT AND REMOVE EXISTING SIDEWALK

INSTALL NEW SIDEWALK PER DETAILS, THIS SHEET

2" BLACK HELVETICA FONT

4" BLACK HELVETICA FONT

4" BLACK HELVETICA FONT

3" BLACK HELVETICA FONT

1" BLACK HELVETICA FONT

(FRONT AND BACK)

WHITE BACKGROUND

2.75" BLACK HELVETICA FONT

9" CRESTS

1/2" BLACK BORDER TRIM

4" X 4" TREATED TIMBER

PUBLIC NOTICES

CONTRACTOR

PLYWOOD

4' X 8' X 3/4" TREATED

4" X 4" TREATED TIMBER 4" X 4" TREATED TIMBER

FRONT REAR SIDE

PLYWOOD

4' X 8' X 3/4" TREATED

NOTES:

MAINTENANCE OF SIGN IS THE RESPONSIBILITY OF CONTRACTOR.5.

CONTRACTOR SHALL VERIFY SIGN INFORMATION PRIOR TO FABRICATION.4.

CONTRACTOR SHALL INCLUDE LOCATION OF SIGN FOR DIG PERMIT.3.

SIGN SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF CONSTRUCTION.2.

POSTS SHALL EXTEND 24" BELOW GRADE AND SET IN PLACE WITH PEA GRAVEL.1.

0'-5 3/4 "

6"

6"

SEE PLAN

16" O.C.E.W.

WITH NO. 3 BARS AT

4" THICK CONCRETE

GRADE, COMPACT 95% PROCTOR.

TYPICAL 6" COMPACTED BASE,

INTO EXISTING CONC.

AT 24" O.C. EXTEND 4" (MIN)

18" NO. 4 DOWEL BAR

APPLY JOINT SEALANT

TYPICAL EXISTING CONCRETE

OF SIDEWALK.

1/2" ABOVE EXISTING TOP

REF: CONC. DETAILS.

NEW CONC. WORK

AT 18" O.C.

NO. 3 "Z" BAR

EXISTING CONC.

TYPICAL 6" LAP UNDER

ACCORDING TO DRAWINGS.

1/4" WIDE TOOLED TRAVERSE JOINTS LOCATED

REF: CONC. DETAILS

TYPICAL CONCRETE

OF MAXIMUM DENSITY.

COMPACTED 95%

SUBGRADE MATERIAL

GRADE, COMPACT 95% PROCTOR.

TYPICAL 6" COMPACTED BASE,

REF: OTHER DETAILS

TYPICAL NEW CONCRETE SIDEWALK,

WARPING DURING FLOATING AND FINISHING.

AND SHALL BE HELD IN PLACE WITH STEEL PINS TO PREVENT

JOINT FILLER STRIPS, PLACED 1/4" BELOW SURFACE

EXPANSION JOINTS SHALL BE FORMED WITH 3/8"

VARIES

6"6"

THICKEN EDGE.

TYPICAL 6"

EXISTING FACILITY

BARS SPACED AT 8". EPOXY SET BOTH SIDES OF DOWEL.

DOWEL TO EXISTING FOUNDATION WITH TWO (2) NO. 5

ACHIEVE POSITIVE DRAINAGE AWAY FROM FACILITY.

NATURAL GRADE AND BACKFILL AS NEEDED TO

SHEET D-201 AND RESET. EMBED BLOCK 3" INTO

TYPICAL EXISTING SPLASH BLOCK. CLEAN PER

3'-0"

NATURAL

GRADE

C

C

C

C

C

C

C

C

C

C

C

C

C

"8 57"8

576" TO 8"6" TO 8""8

53"8

SHEET NUMBER

TEXAS

DPW

FORT HOOD

D ir ec to rat eofPublic

W o rk s

24" x 36"

SHEET SIZE: ARCH D

APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:

REVISION DATEREVISION DESCRIPTIONREVISION

D A

T E

T E

C H

N

IC

A L E

X H

IB

IT

A

/2

/2

G E

N G

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C T N

U M

B E

R

P R

O J E

C T T

IT

L E

BRANCH CHIEF

B L

D G N

U M

B E

R

FT. HOOD, TEXAS 76544

ENGINEER DR.

BLDG 4612

S H

E E

T D

E S

C R

IP

T

IO

N

F. LAMAS

-J

U N -2

A D

P

A R

C H

IT

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T U

R A

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L E B

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C K S

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[T

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L E B

L O

C K R

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IS

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/2

FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION

C O

N V

E R

T B

U

IL

D

IN

G

L. CASTILLO

04-JUN-2021

24-JUN-2021

REVISION TO SOLICITATION #1

REVISION TO SOLICITATION #2

S-001

S T

R U

C T

U R

A L N

O T

E S

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

SCHEDULE

SCALE: 1" = 1'-0"

REINFORCED BLOCK LINTELS

S

S

S g ni eeringDi vi s io n

J. LOPEZF. LAMAS

GENERAL NOTES:

SCHEDULE OF SITE OBSERVATIONS BY STRUCTURAL ENGINEER:

INCLUDE OR WAIVE THE RESPONSIBILITY FOR CONTRACTOR QUALITY CONTROL.

STRUCTURAL SITE OBSERVATIONS ARE THE REQUIREMENTS OF THE STRUCTURAL ENGINEER AND DOES NOT NOTE:

NOTIFY COR AT LEAST 24 HOURS BEFORE EACH SITE OBSERVATION.C.

BY INSTALLATION OF ARCHITECTURAL FINISHES.

COLD FORMED STRUCTURAL STEEL: BEFORE CONNECTIONS AND STRUCTURAL MEMBERS ARE HIDDEN B.

"CONCRETE AND CONCRETE REINFORCEMENT"

CONCRETE: FOR EACH CONCRETE POUR UNLESS NOTED OTHERWISE BY THE ENGINEER. SEE NOTE 5 OF A.

AND STRUCTURAL ENGINEER TO SET UP A SCHEDULE FOR THE FOLLOWING OBSERVATIONS:

PRIOR TO THE BEGINING OF CONSTRUCTION, THE CONTRACTOR SHALL ARRANGE A MEETING WITH THE COR SO-1

DESIGN LOADS:

UNLESS SPECIFICALLY NOTED, THERE ARE NO PROVISIONS FOR FUTURE LOADS.DL-5

* EXPOSURE CATEGORY................................................."B"

* BASIC DESIGN WIND SPEED................................90 MPH

WIND LOADS:DL-4

* GROUND SNOW LOAD...................................................5 PSF

SNOW LOAD:DL-3

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

UNIFORM DESIGN LIVE LOADING IS AS FOLLOWS:DL-2

LOAD IS 20 PSF OR ACTUAL LOAD WHICHEVER IS LARGER.

FIXED SERVICE EQUIPMENT. ALL DEAD LOADS ARE CONSIDERED PERMANENT LOADS. MINIMUM ROOF DEAD

FINISHES, CLADDING AND OTHER SIMILARLY INCORPORATED ARCHITECTURAL AND STRUCTURAL ITEMS, AND

INCLUDING BUT NOT LIMITED TO WALLS, FLOORS, ROOFS, CEILINGS, STAIRWAYS, BUILT-IN PARTITIONS, DEAD LOADS INCLUDE THE WEIGHT OF CONSTRUCTION MATERIALS INCORPORATED INTO THE BUILDING, DL-1

CONCRETE AND CONCRETE REINFORCEMENT:

MASONRY NOTES:

ALL VERTICAL STEEL SHALL BE POSITIONED IN WALL USING REBAR POSITIONERS.MN-8

CENTER.

CONFORMING TO ANSI/ASTM A82, 3/16 INCH SIDE RODS WITH 3/16 INCH CROSS TIES SPACED AT 16”ON REINFORCE ALL CONCRETE MASONRY UNITS WITH TRUSS TYPE HOT DIP GALVANIZED COLD-DRAWN STEEL MN-7

OF 1:3:2. GROUT SHALL CONFORM TO ASTM C-476.

GROUT OR FILLED CELLS SHALL BE A MIXTURE OF CEMENT, SAND, AND PEA GRAVEL IN APPROXIMATE RATIO MN-6

MASONRY SAWS.

REQUIRED TO ACCOMMODATE WORK OF OTHER SECTIONS SHALL BE DONE BY MASONRY MECHANICS WITH

AS THE MASONRY WORK PROGRESSES. ALL CUTTING AND FITTING OF MASONRY, INCLUDING THAT

DIMENSIONS. ANCHORS, WALL PLUGS, ACCESSORIES AND OTHER ITEMS TO BE BUILT IN SHALL BE INSTALLED

GROUT SHALL BE ALIGNED TO PROVIDE A CONTINUOUS UNOBSTRUCTED OPENING OF THE FULL CELL

REMOVED AND RELAYED WITH FRESH MORTAR. VERTICAL CELLS TO BE REINFORCED AND/OR FILLED WITH

MORTAR IS STILL SOFT AND PLASTIC. ANY UNIT DISTURBED AFTER MORTAR HAS STIFFENED SHALL BE

MASONRY UNITS SHALL BE DRY WHEN LAID. EACH UNIT SHALL BE ADJUSTED TO FINALPOSITION WHILE MN-5

ALL WEBS.

ALL CMU SHALL BE LAID WITH FULL MORTAR COVERAGE ON HORIZONTAL AND VERTICAL FACE SHELLS, AND MN-4

ALL MORTAR SHALL BE ASTM C-270 TYPE “N”MORTAR MIXED BY PROPORTION METHOD.MN-3

C90 TYPE I, WEIGHING NOT MORE THAN 105 PCF DRY.

COMPRESSIVE STRENGTH OF 1900 PSI WITH A MAXIMUM LINEAR SHRINKAGE OF 0.06% CONFORMING TO ASTM

UNLESS NOTED OTHERWISE, ALL CONCRETE MASONRY UNITS (CMU) SHALL HAVE A SPECIFIED MINIMUM MN-2

530.1/ASCE 6/TMS 602) AND ASSOCIATED COMMENTARIES FOR THE ABOVE.

MASONRY STRUCTURES”(ACI 530/ASCE 5/TMS 420). THE “SPECIFICATION FOR MASONRY STRUCTURES”(ACI APPLICABLE EDITIONS OF THE AMERICAN CONCRETE INSTITUTE “BUILDING CODE REQUIREMENTS OF REINFORCED CONCRETE MASONRY WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CODE MN-1

STRUCTURAL FRAMING NOTES:

ALL WELDS EXPOSED TO VIEW SHALL BE CLEANED AND GROUND SMOOTH.SN-8

GOVERNMENT.

REQUIRED TO ACCOMMODATE ROLLING FABRICATIONS REQUIREMENTS AT NO ADDITIONAL COST TO THE

TO MEET STRENGTH AND DEFLECTION REQUIREMENTS. MEMBER THICKNESSES CAN BE INCREASED AS

ROLLED MEMBER SIZES/THICKNESS INDICATED ON THE STRUCTURAL DRAWINGS ARE REQUIRED MINIMUMS SN-7

ALL FIELD WELDING.

OPERATIONS. A FIRE EXTINGUISHER SHALL BE ON THE JOB SITE AND IN THE IMMEDIATE WORKING AREA OF

CONTRACTOR SHALL PROVIDE PROTECTION FOR ALL EXISTING CONSTRUCTION DURING ALL FIELD WELDING SN-6

CONTRACTOR MAY SHOP WELD OR FIELD WELD AT THEIR DISCRETION.

ALL AROUND/BOTH SIDES OF MEMBER WITH FILLET WELDS. UNLESS NOTED OTHERWISE ON THE PLANS, THE

FABRICATED OR FIELD ASSEMBLED ADJOINING STEEL MEMBERS SHALL BE CONNECTED USING CONTINUOUS, PERFORMED BY AN INDEPENDENT TESTING AGENCY. UNLESS NOTED OTHERWISE ON THE PLANS, ALL SHOP

6.9 OF THE AWSD1.1 "STRUCTURAL WELDING CODE-STEEL". VISUAL INSPECTIONS OF THE WELDS SHALL BE

LOW HYDROGEN RODS. ALL WELDS SHALL BE VISUALLY INSPECTED IN ACCORDANCE WITH SECTIONS 6.5 AND

THE TYPE OF WELDS AS SHOWN ON THE DRAWINGS. ALL WELDS SHALL BE PERFORMED USING E70XX SERIES

SECTION 4 OF THE AWSD1.1 "STRUCTURAL WELDING CODE-STEEL", AND HAVING CURRENT EXPERIENCE IN

WELDING SHALL BE PERFORMED BY WELDERS HOLDING VALID CERTIFICATES, IN ACCORDANCE WITH SN-5

OTHER ROLLED SHAPES, PLATES, BARS..................................ASTM A36

TUBE (Fy 46 ksi) ..............................................................................ASTM A500 Gr. B

NEW STEEL SHALL BE MET WITH THE FOLLOWING REQUIREMENTS:SN-4

DOD-P-21035A OR SSPC-PAINT 20.

CONTENT WITH DRY FILM CONTAINING NO LESS THAN 95% ZINC-DUST BY WEIGHT, AND COMPLYING WITH THE

PAINT IN ACCORDANCE WITH A.S.T.M. A780. THE GALVANIZING REPAIR PAINT SHALL HAVE A HIGH ZINC-DUST

CONNECTIONS AND ABRADED AREAS SHALL BE CLEANED AND "TOUCHED UP" WITH GALVANIZING REPAIR

HOT-DIP PROCESS AND ACCORDING TO A.S.T.M. A123. WHEN APPLICABLE FIELD WELDS, BOLTED

ALL EXPOSED MISCELLANEOUS STEEL SHALL BE CLEANED AND GALVANIZED. APPLY ZINC COATING BY THE SN-3

SOCIETY (AWS D1.1 AND AWS D1.3).

WELDING: CODE APPLICABLE EDITION OF THE STRUCTURAL WELDING CODE - STEEL, AMERICAN WELDING SN-2

THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, AISC 360.

STRUCTURAL STEEL SHALL CONFORM TO THE 2010 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" OF SN-1

BOX BEAM HEADER SCHEDULE

DETAIL

STUDS PER END*

NUMBER OF JACK

STUDS PER END*

NUMBER OF KING

6/S-501

6/S-501

DRILLING HOLES IN SLABSPECIAL INSTRUCTIONS:

MAINTAIN 1'-0" CLEARANCE BETWEEN ALL PENETRATIONS.SI-5

DRAWINGS PRIOR TO DRILLING ANY HOLES.

CONTRACTOR FIEL VERIFY HOLE LOCATIONS AND DIMENSIONS WITH CONTRACT DRAWINGS AND AS-BUILT SI-4

REINFORCING BARS CUT.

FOR HOLES LARGER THAN 6" IN DIAMETER, EVERY EFFORT SHALL BE MADE TO MINIMIZE THE NUMBER OF SI-3

NO IMPACT DRILLING WILL BE ALLOWED.SI-2

NO HOLES SHALL BE DRILLED IN EXISTING FLOOR BEAMS.SI-1

REPAIRED TO EQUIVALENT OR BETTER CONDITION.

PROTECT ALL REMAINING EXISTING STRUCTURES. ANY DAMAGE TO AN EXISTING STRUCTURE SHALL BE GN-13

QUALITY OR QUANTITY OF THE WORK.

CONTRACT DOCUMENTS. THESE LIMITED SITE OBSERVATIONS ARE NOT INTENDED TO BE A CHECK OF THE

DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING IN ACCORDANCE WITH THE STRUCTURAL

PERIODIC SITE OBSERVATIONS BY THE STRUCTURAL ENGINEER ARE SOLEY FOR THE PURPOSE OF GN-12

OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY

PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND

THE ENGINEER SHALL NOT HAVE CONTROL OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION GN-11

DOD-P-21035A OR SSPC-PAINT 20.

WITH DRY FILM CONTAINING NO LESS THAN 95% ZINC-DUST BY WEIGHT, AND COMPLYING WITH THE

ACCORDANCE WITH ASTM A780. THE GALVANIZING REPAIR PAINT SHALL HAVE A HIGH ZINC-DUST CONTENT

AND ABRADED AREAS SHALL BE CLEANED AND "TOUCHED UP" WITH GALVANIZING REPAIR PAINT IN

HOT-DIP PROCESSAND ACCORDING TO ASTM A123. WHEN APPLICABLE, FIELD WELDS BOLTED CONNECTIONS

ALL EXPOSED MISCELLANEOUS STEEL SHALL BE CLEANED AND GALVANIZED. APPLY ZINC COATING BY THE GN-10

WHEN PLACING MATERIALS ON ROOFS.

CONTRACTOR'S RESPONSIBILITY TO ENFORCE THIS REQUIREMENT. IMPACT LOADS SHALL BE PREVENTED

CONSTRUCTION MATERIALS SHALL NOT BE STORED ON ROOFS IN EXCESS OF THE DESIGN LOADS. IT IS THE GN-9

PORTION OF THE STRUCTURE.

OF TEXAS WHICH VERIFY THE MEANS OF STRUCTURALLY MAINTAINING THE INTEGRITY OF THE COMPLETED

CONTRACTOR SHALL PROVIDE CALCULATIONS SEALED BY A LICENSED STRUCTURAL ENGINEER IN THE STATE

DIRECTIONS. WHEN REQUIRED BY THE CONSTRUCTION DOCUMENTS OR THE STRUCTURAL ENGINEER, CONSTRUCTION DOCUMENTS. TEMPORARY BRACING SHALL BE PROVIDED BY THE CONTRACTOR IN ALL

STRUCTURE UNTIL ALL PERMANENT CONNECTIONS ARE MADE, AND ENCLOSED PERMANENTLY AS PER

CONTRACTOR SHALL CONSIDER ALL CONSTRUCTION LOADS APPLIED TO THE PARTIALLY COMPLETED

THE STRUCTURE HAS BEEN DESIGNED TO RESIST DESIGN LOADS ONLY AS A COMPLETED STRUCTURE. GN-8

DIFFERENTIAL MOVEMENT OF 1 INCH.

ALL PLUMBING CONDUITS AT FOUNDATION SHALL HAVE FLEXIBLE CONNECTIONS TO SUSTAIN A MAXIMUM GN-7

INSERTS, ANCHORS AND BOLTS REQUIRED BY VARIOUS TRADES.

SEE ARCHITECTURAL AND MEP DRAWINGS FOR LOCATIONS AND SIZES OF SLAB OPENINGS, SLEEVES, GN-6

GENERAL CONTRACTOR SHALL INSPECT JOB FOR COMPLETION BEFORE SCHEDULING ANY OBSERVATIONS.GN-5

COLD-FORMED STEEL SHOP DRAWINGS.C.

CONCRETE REINFORCING STEEL SHOP DRAWINGS INCLUDING PLACEMENT DRAWINGS AND CUT SHEETS.B.

CONCRETE MIX DESIGN FOR EACH TYPE OF CONCRETE TO BE USED.A.

SUBMITTED:

EXPRESSED IN THE CONTRACT DOCUMENTS. AS A MINIMUM, THE FOLLOWING SHOP DRAWINGS SHALL BE

PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT

FOR SHOP DRAWINGS. THE STRUCTURAL ENGINEER WILL REVIEW SHOP DRAWINGS FOR THE LIMITED

THE GENERAL CONTRACTOR PRIOR TO FABRICATION. STRUCTURAL DRAWINGS SHALL NOT BE REPRODUCED

COMPLETED SHOP DRAWINGS SHALL BE PROVIDED FOR ALL FABRICATED ITEMS AND SHALL BE REVIEWED BY GN-4

FOR DIMENSIONS.

DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWINGS

THOROUGHLY WITH THE CONTRACT DOCUMENTS AND NOTIFY THE STRUCTURAL ENGINEER OF ANY

THE CONTRACTOR AND FABRICATOR SHALL VERIFY ALL QUANTITIES, DIMENSIONS AND CONDITIONS GN-3

WHERE CONDITIONSARE SIMILAR TO THOSE DESCRIBED IN DETAILS.

THE DETAILS DESIGNATED AS "TYPICAL DETAILS" APPLY GENERALLY TO THE DRAWINGS IN ALL AREAS GN-2

STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL CODE 2012 EDITION.GN-1

LIGHT GAGE COLD-FORMED STRUCURAL STEEL:

WITH THE BOX BEAM HEADER SCHEDULE BELOW.

BOX BEAM HEADERS SHALL BE FORMED FROM TWO EQUAL SIZED C-SHAPED MEMBERS IN ACCORDANCE LG-16

FOUNDATION PER DETAIL 5/S-501.

ALL LIGHT GAGE COLD-FORMED STRUCTURAL STEEL WALLS SHALL BE FASTENED TO CONCRETE LG-15

SPLICE REQUIREMENTS.

UNIFORM THICKNESS NOT LESS THAN THE EXTERIOR LOAD BEARING WALL STUDS. SEE DETAIL 3/S-501 FOR

TOP AND BOTTOM WALL TRACKS SHALL HAVE A MINIMUM FLANGE WIDTH OF 1 1/4" AND SHALL HAVE A LG-14

STATE OF TEXAS.

COLD-FORMED WALL FRAMING. DESIGN SHALL BE SIGNED AND SEALED BY A LICENSED ENGINEER IN THE

CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AN ENGINEERED DESIGNED FOR ALL INTERIOR LG-13

1/S-501 FOR FRAMING REQUIREMENTS.

ALL EXTERIOR LOAD BEARING STEEL STUDS SHALL BE 550S162-33 SPACED AT 16" O.C. MAX. SEE DETAIL LG-12

WHICH THEY ARE BEING USED, OR MANUFACTURED FROM MATERIAL NOT SUSCEPTIBLE TO CORROSION.

THREADS. ALL FASTENERS SHALL HAVE A RUST-INHIBITIVE COATING SUITABLE FOR THE INSTALLATION IN

FOR ALL CONNECTIONS, SCREWS SHALL EXTEND THROUGH THE STEEL A MINIMUM OF THREE EXPOSED LG-11

SCREWS CONFORMING TO ASTM C 1519 WITH A BUGLE-HEAD STYLE.

GYPSUM BOARD CEILINGS SHALL BE ATTACHED TO COLD-FORMED STEEL JOISTS WITH MINIMUM No. 6 LG-10

WITH COUNTERSUNK HEADS AND SHALL BE INSTALLED WITH A MINIMUM EDGE DISTANCE OF 3/8 INCH.

SHEATHING TO COLD-FORMED STEEL ROOF FRAMING SHALL HAVE A MINIMUM HEAD DIAMETER OF 0.29 INCH

SELF-DRILLING TAPPING SCREWS THAT CONFORM TO ASTM C 1513. SCREWS FOR ATTACHING STRUCTURAL

STRUCTURAL SHEATHING SHALL BE ATTACHED TO COLD FORMED STEEL ROOF RAFTERS WITH MINIMUM No. 8 LG-9

ASTM C 1513.

CENTER-TO-CENTER SPACING OF 1/2 INCH, SHALL BE SELF-DRILLING TAPPING, AND SHALL CONFORM TO

SCREWS FOR STEEL-TO-STEEL CONNECTIONS SHALL BE INSTALLED WITH A MINIMUM EDGE DISTANCE AND LG-8

SQUARE INCH (KSI)

STEEL THICKNESS IN INCHES, MINIMUM COATING DESIGNATION, AND MINIMUM YIELD STRENGTH, IN KIPS PER

WITH THE FOLLOWING INFORMATION AS A MINIMUM; MANUFACTURERS IDENTIFICATION, MINIMUM BASE

COLD-FORMED STEEL FRAMING MEMBERS SHALL HAVE A LEGIBLE LABEL, STENCIL, STAMP OR EMBOSSMENT LG-7

STRAP AND BLOCKING.

RESISTANCE TO BENDING AND ROTATION ABOUT THE MINOR AXIS SHALL BE PROVIDED BY HORIZONTAL LG-6

COMPLETE, UNIFORM AND LEVEL BEARING SUPPORT SHALL BE PROVIDED FOR THE BOTTOM RUNNER.LG-5

LOWER RUNNER TRACKS.

RUNNER TRACK WEB PRIOR TO FASTENING AND SHALL BE ATTACHED TO BOTH FLANGES OF THE UPPER AND

AXIALLY LOADED STUDS SHALL BE INSTALLED SO THE ENDS ARE POSITIONED AGAINST THE INSIDE OF THE LG-4

ALL STRUCTURAL MEMBERS SHALL BE ZINC COATED MEETING ASTM A525 G-60 OR EQUIVALENT.LG-3

SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI.

HAVE A MINIMUM YIELD STRENGTH OF 50 KSI. STRUCTURAL MEMBERS 18 GA AND THINNER AND CR RUNNERS

CORRESPONDING TO THE REQUIREMENTS OF A653. STRUCTURAL MEMBERS 16 GA AND THICKER SHALL

ALL STRUCTURAL MEMBERS SHALL BE FORMED FROM CORROSION-RESISTANT GRADE A STEEL, LG-2

STRUCTURAL MEMBERS".

THE AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL

ALL STRUCTURAL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH THE CODE APPLICABLE EDITION OF LG-1

"W"

OPENING WIDTH

"W" < 4'-0"

WALL STUDS

* JACK AND KING STUDS SHALL BE THE SAME SIZE AND THICKNESS AS STEEL

CONDUITS. CONDUIT SHALL BE PLACED BELOW SLAB REINFORCEMENT.

PROVIDE A MINIMUM OF 1 1/2" CLEAR BETWEEN CONDUIT AND PARALLEL REINFORCING. DO NOT "BUNDLE"

MECHANICAL AND ELECTIRCAL CONDUIT IN BEAMS SHALL RUN UNDER TOP LAYER OF REINFORCEMENT. CN-12

D. CONCRETE WALLS ................................................................................2 INCHES

C. GRADE BEAMS ........................................................................................2 INCHES

B. SLAB ON GRADE (FROM TOP OF SLAB) ...........................................2 INCHES

CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3 INCHES.

A. FOOTINGS AND OTHER PRINCIPAL STRUCTURAL MEMBERS IN WHICH CONCRETE IS

CONCRETE COVER SHOULD BE AS FOLLOWES:CN-11

WITHOUT THE SPECIFIC APPROVAL OF THE STRUCTURAL ENGINEER.

NO WELDING OF REINFORCING BARS OR TORCHING TO BEND REINFORCING BARS SHALL BE ALLOWED CN-10

PORTLAND CEMENT SHALL CONFORM TO ASTM - C150, TYPE 1.CN-9

STRENGTH.

NO SUBSEQUENT CONSTRUCTION WILL BE ALLOWED UNTIL CONCRETE HAS REACHED 75% OF DESIGN CN-8

C. ONCE FOR EACH 5,000 FT^2 OF CONCRETE SURFACE AREA PLACEED EACH DAY.

B. ONCE FOR EACH 100 YD^3 OF EACH CLASS PLACED EACH DAY, NOR LESS THAN

A. ONCE EACH DAY A GIVEN CLASS IS PLACED, NOR LESS THAN

TESTING LAB AT THE FOLLOWING FREQUENCY FOR EACH TEST OF EACH CLASS OF CONCRETE:

PROVIDE A SET OF FOUR CYLINDERS IN ACCORDANCE WITH ASTM C 31 TO BE TAKEN BY AN INDIPENDANT CN-7

*CONCRETE FOOTINGS................................4,000 PSI

*SLAB ON GRADE...........................................4,000 PSI

BE AS FOLLOWS:

OF CEMENT BY WEIGHT. MINIMUM CONCRETE COMPRESSIVE STRENGTH WHEN TESTED AT 28 DAYS SHALL

CURING PROCEDURES, OR CURING COMPOUNDS. MAXIMUM AMOUNT OF FLY ASH SHALL NOT EXCEED 25%

DEGREES PRIOR TO PLACEMENT. ALL CONCRETE SHALL BE CURED FOR A MINIMUM OF 7 DAYS USING MOIST

MAX. SLUMP SHALL NOT EXCEED 4 INCHES. PLASTIC CONCRETE TEMPERATURE SHALL NOT EXCEED 90

AGGREGATE SHALL MEET ASTM C33 REQUIREMENTS, AND SHALL BE REQUIRED TO IMPROVE WORKABILITY.

CONCRETE SHALL BE NORMAL WEIGHT STONE AGGREGATE CONCRETE UNLESS NOTED OTHERWISE. CN-6

PLACEMENT UNLESS APPROVED OTHERWISE.

PLACEMENT OF ALL REINFORCING STEEL SHALL BE OBSERVED BY THE ENGINEER PRIOR TO CONCRETE CN-5

REINFORCING BARS) PRIOR TO PLACING CONCRETE.

ALL REINFORCING BARS SHALL BE PROPERLY CHAIRED AND TIED PER ACI 315 AND CRSI (PLACING CN-4

DETAIL REINFORCING BARS AND PROVIDE BAR SUPPORTS AND SPACERS IN ACCORDANCE WITH ACI 315.CN-3

ASTM A 615, GRADE 60.

ALL CONCRETE REINFORCEMENT SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL, CONFORMING TO CN-2

CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318)", THE AMERICAN CONCRETE INSTITUTE.

STRUCTURAL CONCRETE SHALL BE IN ACCORDANCE WITH THE CODE APPLICABLE EDITION OF THE "BUILDING CN-1

NOTES:

LOOSE STEEL LINTEL SCHEDULE

(L.L.V.)

SIZE

TYPE

CLEAR OPENING

REMARKS

MIN 8" BRG EACH END

MIN 12" BRG EACH END11'-0"10'-0"

UP TOGREATER THAN

L4 x 4 x 5/16 A

L6 x 4 x 5/16 A

6'-0" 10'-0"

TYPE A

LINTEL AT BRICK

"2

OPENINGS. REFERENCE DETAIL 3/S-001 (UNO).

PROVIDE REINFORCED BLOCK LINTELS AT ALL MASONRY 3.

DETAILS.

INCREASED AS REQUIRED TO ACCOMMODATE ARCHITECTURAL

SIZES NOTED ABOVE ARE REQUIRED MINIMUMS AND CAN BE 2.

OR WELDED SHEAR PLATES.

INTO COLUMN WITH CLIP ANGLES, WELD PLATES, ANCHOR BOLTS

WHERE COLUMN OCCURS WITHIN 8" OF OPENING, FRAME LINTEL 1.

NOTES:

14'-0" TO 16'-8"

OPENINGS

16" OC

#3 TIES @

CONTINUOUS

(2) #5

14'-0" TO 16'-8"

OPENINGS

16" OC

#3 TIES @

16" OC

#3 TIES @

< 7'-0"

OPENINGS

< 7'-0"

OPENINGS

7'-0" TO 10'-0"

OPENINGS

< 7'-0"

OPENINGS

(1) #5 CONT (2) #6 CONT (2) #6 CONT

(2) #5 CONT

(2) #5 CONT

PROVIDE A MINIMUM OF 8" BEARING EACH SIDE.

WITH NO SCHEDULED LINTELS, SEE ARCHITECT'S DRAWINGS FOR SIZE AND LOCATION OF OPENINGS.

FOR ALL OPENINGS IN INTERIOR BLOCK PARTITIONS AND FOR OPENINGS IN EXTERIOR BLOCK WALLS 1.

(TYP.)

GROUT

4'-0" < "W" ≤ 8'-0"

DPW

FORT HOOD

D ir ec to rat eofPublic

W o rk s

24" x 36"

SHEET SIZE: ARCH D

APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:

REVISION DATEREVISION DESCRIPTIONREVISION

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