Technical Exhibit A Drawings.pdf

PDF 20 MB Posted Jul 24, 2023

Attached to: Renovate Building 21007 Fort Cavazos, TX
Solicitation number: W9115123B0017
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

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Written by GovTribe AI · Dec 21, 2023

This document provides details on a federal contract opportunity to renovate Building 21007 at Fort Cavazos in Texas. The solicitation number for the opportunity is W9115123B0017, issued by the Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood. The opportunity involves renovating an existing building and is seeking bids from contractors to complete the work. Technical drawings for the renovation are provided in a 20MB PDF file to give bidders details on the scope of work required. Bids are due by the date specified in the solicitation document. The contract will be awarded to the responsible bidder whose offer conforms to the solicitation and is most advantageous to the government, considering only price and other factors included in the solicitation.

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Other files

File	Type	Posted
W9115123B0017 Abstract IFB KO Sig.pdf	PDF	Aug 31, 2023
W9115123B0017 Bid Opening Sign in.pdf	PDF	Aug 31, 2023
Attachment 1 RFI Governent Responses.pdf	PDF	Aug 25, 2023
Technical Exhibit A Revised Drawings v1.pdf	PDF	Aug 25, 2023
Technical Exhibit D Asbestos Survey.pdf	PDF	Aug 25, 2023
Amendment W9115123B00170002.pdf	PDF	Aug 25, 2023
Amendment W9115123B00170001.pdf	PDF	Aug 18, 2023
W9115123B0017 BLDG 21007 Site Vist Roster.pdf	PDF	Aug 10, 2023
Technical Exhibit C As Builts.pdf	PDF	Jul 24, 2023
Technical Exhibit B Specifications.pdf	PDF	Jul 24, 2023
IFB W9115123B0017.pdf	PDF	Jul 24, 2023

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F. LAMASJ. HERNANDEZ

SHEET NUMBER

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

A D

D A

T E

C H

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M a in

C a n to n m e n t.

d g n

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C T

N U

M B

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C O

N T

R A

C T

N U

M B

E R

P R

O J E

C T

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

R E

P A

L D

A R

C H

C T

U R

A L

L E

B L

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E D x

E B

L O

C K

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E V

N D

A T

TEXAS

DPW

FORT HOOD

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

-D E

C -2

G-101

PROJECT NUMBER: AD216031P

C O

V E

R S

H E

E T

DETAIL NUMBER

REFERENCE FROM

REFERENCE TO

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

1500037000

31000

28000

23000

17000

19000

27000

34000

21000

16000

24000

93020

53400

51000

53000

75000

14000

53000

55000

89000

REPAIR BUILDING 21007

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

W E

GENERAL SYMBOLS

NOTE BY SYMBOL

REVISION NUMBER

23 DEC 2022

COVER SHEET

A-101

A-102

A-104

A-201

A-301

A-501

A-502

G-101

D-101

C-101

P-101

P-103

P-501 PLUMBING DETAILS

M-502

PROPOSED FLOOR PLAN I

M-103

P-601

E-101

E-102

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

C-102

D-201

C-501

PROPOSED FLOOR PLAN II

A-103 REFLECTIVE CEILING PLAN

ROOF PLAN

EXTERIOR ELEVATIONS

A-401

M-601

M-701

P-102

PLUMBING SCHEDULES

E-103A-601

MECHANICAL PLAN III

REV SHEET DESCRIPTIONSHEET

INDEX OF DRAWINGS

M-501

WALL TYPES

ARCHITECTURAL SCHEDULES

MECHANICAL CONTROLS I

M-702 MECHANICAL CONTROLS II

ELEVATIONS

DEMOLITION EXTERIOR

SHEET DESCRIPTIONSHEETREVSHEET SHEET DESCRIPTION

A-001 ARCHITECTURAL NOTES

PROPOSED CROSS SECTIONS

S-001 STRUCTURAL NOTES

S-501

E-001 ELECTRICAL NOTES

DEMOLITION PLAN

ARCHITECTURAL DETAILS

MECHANICAL SCHEDULES

D-001 DEMOLITION NOTES

SITE DEMOLITION PLAN

PROPOSED SITE PLAN

S-101 FRAMING PLAN

WALL FRAMING DETAILS

A-302 ENLARGEMENT SECTIONS

HVAC DETAILS I

INTERIOR ELEVATIONS

HVAC DETAILS II

PLUMBING PLAN I

PLUMBING PLAN II

PLUMBING PLAN III

PROPOSED POWER PLAN I

PROPOSED POWER PLAN II

PROPOSED LIGHTING PLAN I

M-101

M-102

MECHANICAL PLAN I

MECHANICAL PLAN II

M-001 MECHANICAL NOTES

REV SHEET SHEET DESCRIPTION REV

F-101

E-601 ELECTRICAL SCHEDULES

FIRE PROTECTION PLAN

SITE DETAILS

S-301 STRUCTURAL DETAILS

E n g ni eeringDi vi s io n

TEXAS

NORTH NOLAN RD

S C

L E

A R C

R E

E K R

N C

L E

A R C

R E

E K R

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

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

DES

TROYER

BLV

S C

L A

R K

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SANTA FE

AVE

WAREHOUSE AVE

W R

A T

T E

N D

OLDRAILHEAD DR

W A

R R

E M

U R

P H

Y R

M A

R T

EAST

RANG

W HELL ON WHEELS BLVD

W IVY DIVISION RD

E OLD IRONSIDES AVE

E HELL ON WHEELS BLVD

E OLD IRONSIDES AVE

CENTRAL DR

W E S T R

A N

G E R

D S

W IVY DIVISION RD

N F

O R

T H

O O

D S

TURKEY RUN RD

W VETERANS MEMORIAL BLVD

B L

A C

K G

A P R

E MURPHY RD

SOUTH RANGE RD

GATE

RANGE

EAST

TEDESCO WAY

R A

H E

A D

D R

N E

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

M U

N S R

JOHNSON DR

COVE

COPPERAS

H S

D S

E MURPHY RD

H S

AIRFIELD

ARMY

HOOD

H S

D S

S T J M

L S B

L V

KILLEEN

STADIUM

HOOD

GATE

CREEK

CLEAR

W LEGENDS WAY

E LEGENDS WAY

SITE

PROJECT

J. HERNANDEZ D.GREEN

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

A D

D A

T E

C H

A L

E X

E N

G \V

E R

A L

\F Y

R O

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C T

S \A

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-0

D e m o li ti o n N o te s .d g n

O J E

C T

N U

M B

E R

C O

N T

R A

C T

N U

M B

E R

P R

O J E

C T

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

R E

P A

L D

A R

C H

C T

U R

A L

L E

B L

O C

E D x

E B

L O

C K

R E

E V

N D

A T

TEXAS

DPW

FORT HOOD

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

-D E

C -2

D-001

E N

G \V

E R

A L

\F Y

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R e p a ir

B L

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D ra w in g s \D

-0

D e m o li ti o n N o te s .d g n

D E

M O

N O

T E

J. LOPEZ

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

FLOOR PLAN

J. HERNANDEZ

N g ni eeringDi vi s io n

D-201

DRAWING ABBREVIATIONS: NUMBERING SYSTEM & ANNOTATION SYMBOLS:

(PRE-AWARD AMENDMENTS)

REVISION NUMBER

(POST-AWARD AMENDMENTS)

REVISION LETTER

(LIMITS OF REVISION AREA)

REVISION CLOUD

DRAWING VIEW TITLE

DRAWING VIEW SCALE

NUMBER

DRAWING VIEW

LIMIT OF ENLARGED AREA

DETAIL NUMBER

REFERENCE TO

REFERENCE FROM

DIRECTION OF CUTTING PLANE

PLANE

LIMIT OF CUTTING

LINE OF CUTTING PLANE

MULTIPLE VIEW DESIGNATOR

DEMOLITION LEGEND:

AT (MEASUREMENT)@

ARCHITECT, ARCHITECTURALARCH

ANCHOR BOLTAB

AND MATERIALS

AMERICAN SOCIETY FOR TESTING ASTM

ENGINEERS

AMERICAN SOCIETY OF CIVIL ASCE

INSTITUTE

AMERICAN IRON AND STEEL AISI

CONSTRUCTION

AMERICAN INSTITUTE OF STEEL AISC

AMERICAN CONCRETE INSTITUTEACI

ALTERNATEALT

COORDINATECOORD

JOINT

CONTROL OR CONSTRUCTION CJ

CONTINUOUSCONT

CONNECTIONCONN

CONCRETE MASONRY UNITCMU

CONCRETECONC

COLUMNCOL

CLEARCLR

CENTER LINECL

GALVANIZEDGALV

GAGEGA

OPPOSITEOPP

ON CENTER EACH WAYOCEW

ON CENTEROC

POUND(S)LB(S)

LONG LEG VERTICALLLV

LONG LEG HORIZONTALLLH

LIVE LOADLL

QUANTITYQTY

WIDE FLANGEWF

VERTICALVERT

BUILDINGBLDG

BOTTOM OF STEELBOS

BEAMBM

DRAWING(S)DWG(S)

DIAMETERDIA

DEAD LOADDL

EXPANSION JOINTEJ

EQUALEQ

EACHEA

FEETFT

HEADED CONCRETE ANCHORHCA

INCH(ES)IN

INTERNATIONAL BUILDING CODEIBC

KIPK

MINIMUMMIN

MECHANICALMECH

MAXIMUMMAX

MANUFACTURERMNFR

NUMBERNO

NOT TO SCALENTS

BUILDING

PRE-ENGINEERED METAL PEMB

POUNDS PER SQUARE FOOTPSF

POUNDS PER LINEAR FOOTPLF

REINFORCEMENTREINF

RADIUSR

STEEL JOIST INSTITUTESJI

STEEL DECK INSTITUTESDI

SQUARE FEETSF

SIMILARSIM

SAW JOINTSJ

TYPICALTYP

TOP OF WALLTOW

TOP OF STEELTOS

TOP OF MASONRYTOM

TOP OF CONCRETETOC

TOP OF BEAMTOB

UNLESS NOTED OTHERWISEUNO

UNIFORM FACILITIES CRITERIAUFC

MATCHLINE

TEXT

MATCHLINE CONTINUATION

DEMOLITION NOTES:

EVERY WORKING DAY.

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 DN-6

DISCREPANCIES TO THE STRUCTURAL ENGINEER BEFORE SUBMITTING SHOP DRAWINGS.

DRAWINGS. GENERAL CONTRACTOR IS TO VERIFY ACTUAL LOCATION OF MEMBERS AND REPORT AND

LOCATION OF JOISTS, BEAMS AND OTHER STRUCTURAL MEMBERS, MAY VARY FROM THAT SHOWN ON THE DN-5

VERIFY EXISTING CONDITIONS, LIMITATIONS AND DIFFICULTY INVOLVED.

AND IN NO WAY SHALL IT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR VISITING THE SITE TO

THE INFORMATION AND DATA CONTAINED IN THE DRAWINGS IS ONLY PARTIAL AND SCHEMATIC IN CONTEXT DN-4

DETERMINING THE TOTAL SCOPE OF WORK INVOLVED.

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

BEST AVAILBLE FOR ASSISTING THE GENERAL CONTRACTOR IN THE PREPARATION AND UNDERSTANDING OF

THE INFORMATION AND DATA INDICATED IN THE DRAWINGS RELATED TO THE EXISTING BUILDING, IS THE DN-3

DIMENSIONS.

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

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 DN-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 DN-1

DISCIPLINE WITH DESINATOR:

SHEET NUMBER WITHIN SERIES

SERIES NUMBER

NORTH ARROW

DETAIL INDICATOR SYMBOL

EXTERIOR ELEVATION INDICATOR

SECTION INDICATOR

WITH MULTIPLE VIEWS

INTERIOR ELEVATION INDICATOR

MULTIPLE VIEW DESIGNATOR NOTE BY SYMBOL

NOTE BY SYMBOL WITH LEADER

CENTERLINE

F - FIRE PROTECTION

T - TECHNOLOGY

E - ELECTRICAL

P - PLUMBING

M - MECHANICAL

S - STRUCTURAL

A - ARCHITECTURE

C - CIVIL

D - DEMOLITION

G - GENERAL

FOR CONTINUATION SEE DWG. D-101

BRICK

STEEL

DEMOLITION

ITEMS FOR

DENOTES

CONCRETE

MASONRY

UNIT

CONCRETE

CAST STONE

DEMOLITION AND EXISTING

CONCRETE

MASONRY

METAL

CEILING

ACOUSTIC TILE

CEILING

HARDLID

CEILING MATERIALS

FEATURE

EXISTING

WALLS

SCHEDULES

REF ARCH

NEW WALL,

REMAIN

WALL TO

EXISTING

DEMOLISHED

WALL TO BE

EXISTING

SCHEDULES

WALL, REF ARCH

NEW INSULATED

EARTH

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

A D

D A

T E

C H

A L

E X

E N

G \V

E R

A L

\F Y

P R

O J E

C T

S \A

R e p a ir

B L

D G

D ra w in g s \D

-1

D e m o li ti o n P la n

.d g n

O J E

C T

N U

M B

E R

C O

N T

R A

C T

N U

M B

E R

P R

O J E

C T

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

R E

P A

L D

A R

C H

C T

U R

A L

L E

B L

O C

E D x

E B

L O

C K

R E

E V

N D

A T

TEXAS

-D E

C -2

CH-1

J. FELICIANO B. ROBLES D-101

D E

M O

P L

A N

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

DEMOLITION PLAN

N g ni eeringDi vi s io n

REMOVE AND DISPOSE OF EXISTING DOORS, FRAMES AND ASSOCIATED HARDWARE.

REMOVE AND DISPOSE OF EXISTING WINDOWS, FRAMES AND ASSOCIATED HARDWARE.

101 FOR LOACTIONS AND A-201 FOR ELEVATIONS.

DEMOLITION EXISTING DOORS, WINDOWS, FRAMES AND ACCOSICATED HARDWARE FOR NEW WINDOW. SEE A-

FENCE.

PRESERVE AND PREPARE ALL CONCRETE FOOTINGS FOR NEW BASE PLATES AND HSS COLUMNS FOR NEW

DEMOLITION IN ITS ENTIRETY THE EXISTING METAL PANEL FENCE AND METAL POSTS. CONTRACTOR SHALL

DEMOLITION FENCE AND FENCE DOOR IN ITS ENTIRETY.

PLANT HAS BEEN CONNECTED AND TESTED. CONTRACTOR SHALL REMOVE EQUIPMENT PAD.

CHILLER SHALL BE REMOVED AND DISPOSED OF AFTER NEW SERVICE TO THE BUILDING FROM THE CHILLER

SWITCHGEAR

ARCHITECTURAL KEY NOTES:

MECHANICAL KEY NOTES:

GENERAL NOTES:

CONDUIT AFTER NEW SERVICE IS INSTALLED.

DEMOLISH EXISTING MAIN SWITCHGEAR, REMOVE CONDUCTORS AND CUT OFF AND SEAL ABANDON FEEDER 2.

PROJECT.

CANDLELIGHT POWER AT FLOOR THRU-OUT THE BUILDING. LIGHTING TO BE MAINTAINED THRU-OUT THE

INSTALL GFIC CIRCUITS FOR TEMPORARY LIGHTING. INSTALL TEMPORARY LIGHTING FOR A MINIMUM OF 5

INSTALL A MINIMUM OF 5 DUPLEX GFIC OUTLETS, ROOM FOR A SPECIAL OUTLET FOR ELECTRIC TOOLS AND

INSTALL A MINIMUM OF 1100-AMP SINGLE PHASE TEMPORARY PANEL FROM EXISTING MAIN SWITCHGEAR. 1.

A1 A3

A3 A3

A2 A2

A3 A3

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

A D

D A

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-2

E x te ri o r

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

O J E

C T

N U

M B

E R

C O

N T

R A

C T

N U

M B

E R

P R

O J E

C T

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

R E

P A

L D

A R

C H

C T

U R

A L

L E

B L

O C

E D x

E B

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C K

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N D

A T

TEXAS

-D E

C -2

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

NORTH ELEVATION

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

WEST ELEVATION

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

EAST ELEVATION

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

SOUTH ELEVATION

1 2 3 4 5 6 7

1234567

ECBA DE IG C H AF

120'-0"

HIGH ROOF

118'-2"

LOW ROOF

108'-7"

T.O.W.

F.F.E.

100'-0"

G.E.

120'-0"

HIGH ROOF

118'-2"

LOW ROOF

F.F.E.

100'-0"

111'-0"

T.O.A.

107'-9"

T.O.W.

98'-4"

G.E.

120'-0"

HIGH ROOF

LOWER ROOF

F.F.E.

117'-7"

T.O.A.

100'-0"

102'-7"

108'-7"

B.O.W.

T.O.W.

111'-1"

98'-4"

G.E.

118'-4"

109'-0"

T.O.W.

107'-9"

T.O.W.

LOW ROOF

LOWER ROOF

F.F.E.

T.O.A.

100'-0"

102'-7"

108'-7"

B.O.W.

111'-1"

117'-7"

T.O.W.

LOWER ROOF

T.O.A.

108'-7"

112'-0"

120'-0"

HIGH ROOF

118'-2"

LOW ROOF

110'-0"

T.O.W.

F.F.E.

100'-0"

104'-0"

B.O.W.

98'-4"

G.E.

111'-0"

T.O.A.

T.O.W.

108'-4"

T.O.W.

98'-4"

D-201

107'-9"

T.O.W.

F.F.E.

100'-0"

B U

E L

E V

A T

S D

E M

O L

g ni eeringDi vi s io n

APPLY COLORED SEALANT TO ALL HOLES.

REMOVE AND DISPOSE EXISTING DOWN SPOUT AND FASTENERS.

REMOVE EXISTING WINDOW AND PREPARE EXISTING OPENING.

REMOVE EXISTING DOOR AND DOOR FRAME.

A-201. RE-USE EXISTING BRICK TO PATCH ALL AREAS AS NOTED ON CONTRACT DRAWINGS.

REMOVE AND PRESERVE EXISTING BRICK AS DEPICTED IN CONTRACT DRAWINGS. REF:

INSTALLATION.

REMOVED AND REINSTALLED WILL VARY TO ACCOMMODATE WINDOW

BRICK AS NEEDED. AREA SHADED REPRESENTS NEW WINDOW LOCATION, ACTUAL BRICK VENEER TO BE

REMOVE AND PRESERVE OF EXISTING BRICK TO FACILITATE NEW WINDOW INSTALLATION. RE-USE EXISTING

DEMOLISH EXISTING LOUVERS

13'-6"24'-0"24'-0"24'-0"24'-0"24'-0"

16'-3"13'-0"12'-6"12'-6"13'-0"16'-4" 22'-8"19'-2"17'-9"24'-0"

24'-0"24'-0"24'-0"24'-0"24'-0"13'-6"

D. GREENJ. HERNANDEZ

KEY NOTES:

NOTES:

REMOVE AND DISPOSE OF ALL EXISTING HANDRAILS. 6.

CONTRACTOR SHALL CLEAN OUT AND REPAIR ALL EXISTING BRICK JOINTS. RE-USE EXISTING BRICK TO PATCH.5.

SHALL MATCH COLOR OF EXISTING GROUT.

PRESERVED AND STOCKPILED ON THE EXISTING CONCRETE SLAB IN THE MECHANICAL YARD. NEW GROUT

ALL REMAINING BRICK NOT REINSTALLED SHALL BE CLEANED OF ALL EXISTING MORTAR AND GROUT SHALL BE

MORTAR PRIOR TO INSTALLATION. ONLY SOLID UNBROCKEN PIECES SHALL BE ALLOWED TO BE RE-INSTALLED.

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

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

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

"GENERAL CLEANING OF EXTERIOR BRICK MASONRY".

CLEAN ALL EXTERIOR BRICK MASONRY TO REMAIN. BRICK MASONRY SHALL BE CLEANED AS SPECIFIED IN 1.

1 1

2 2

1 1 1 1 1

1 1

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

A D

D A

T E

C H

A L

E X

E N

G \V

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A L

\F Y

P R

O J E

C T

S \A

R e p a ir

B L

D G

D ra w in g s \C

-1

S it e D e m o li ti o n P la n

.d g n

O J E

C T

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M B

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C O

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P R

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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

R E

P A

L D

A R

C H

C T

U R

A L

L E

B L

O C

E D x

E B

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C K

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TEXAS

-D E

C -2

SCALE: 1" = 10'

SITE DEMOLITION PLAN

C-101

WCO

E D

E M

O L

N P

L A

942.36 943.52 944.24 944.70 944.56 944.39 944.38 944.98 945.25

950.00

944.88

944.74

943.90 944.04 944.53 944.72 944.50 944.18 944.70 945.24 945.12

941.90 942.92 943.32 943.17 944.02 944.16 944.19 944.44 944.57

941.97 942.43 942.56 943.06 943.69 943.91 944.14 944.45

943.24 944.02 944.02 944.09 944.40 944.31 944.32 944.35 944.93

941.78

941.58

943.58

943.09

BM1

BM2 BM3

BM4

BM5

BM6

BM7

BM8

BM9

BM10

940.93 941.04

941.26

941.44

941.52

941.61

941.74

941.89

942.04 942.12 942.78 943.53 944.34 944.53 944.66

944.96

944.95

944.92

944.90

944.88

944.96

945.02

945.15

945.20

945.33945.29945.41

945.39

945.48

945.51

945.30 945.35 945.31

945.25

945.31

945.34

945.35

945.38

945.42

945.57

945.61

945.61 945.58

945.51

945.47

945.57

945.60

945.20

945.16945.32945.30945.50945.85945.88

945.95

945.94

946.31

945.96 945.88 945.83

942.12 941.61 941.79 942.94 944.12 945.06

950.00

945.02

944.98

944.99

945.00

945.01

944.98

944.80

944.73

944.78

944.74

944.92944.90944.95

944.97

945.06

944.92

944.87

944.90 944.73

945.11 945.13

945.12 945.13

944.59

944.72 944.60

944.58

944.56

944.52

944.53

944.51

944.86

944.87

944.90

944.89

944.38

941.40

941.41

916.00 g ni eeringDi vi s io n

PIV

REMOVE AND DISPOSE OF LOADING DOCK.

REMOVE AND DISPOSE OF LADDER.

REMOVE AND PREPARE EXISTING PLANTER FOR NEW PLANTER

TO PROTECT FROM NEW FILL MATERIAL.

PERMANENTLY SEAL EXISTING CRAWL SPACE ACCESS AND APPLY CORRISION PROTECTION

REMOVE AND DISPOSE EXISTING LOADING RAMP BUMPERS.

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

HAND RAIL

PLANTER PLANTER PLANTER

PLANTERPLANTER

VENT

EXISTING GROUND

HATCH

VENT GRATE

METAL

GRATE

METAL

GRATE

METAL

PLANTER

J. HERNANDEZ J. RAYSOR

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 NUMBER21007

EXISTING UNDERGROUND FIBER OPTIC LINE

EXISTING SPOT ELEVATION

KEY NOTES:

EXISTING FIRE SUPPRESION SERVICE

EXISTING POST INDICATOR VALVE

POINT

BM1

(FT)

EASTING

(FT)

ELEVATION

3097990.7110388754.81 942.64

(FT)

NORTHING

NOTES

COORDINATES SCHEDULE

BM2 3098066.8910388745.60 944.02 1

BM3 3098180.6710388730.51 944.73 1

3098174.5410388685.10 944.76 1

3098165.5910388622.77 945.20 1

COORDINATES SCHEDULE NOTES:

BM4

BM5

BM6

BM7

BM8

BM9

BM10 3097953.95

3097949.29

3098008.11

3098048.05

3098161.0610388589.26

10388606.45

10388612.35

10388641.44

10388692.11 941.10

942.52

944.34

944.30

945.49 1

MAGNETIC NAIL IN CONCRETE.CS-1

NOTES:

OF ALL LINES PRIOR TO ANY TRENCHING AND EXCAVATION OPERATIONS.

LOCATION OF EXISTING UTILITY LINES ARE APPROXIMATE. CONTRACTOR SHALL VERIFY THE EXACT LOCATION 2.

ENTIRETY.

ELECTRICAL BOXES, RACEWAY, AND EXISTING OVERGROWN VEGETATION AROUND THE FACILITY IN THEIR

CONTRACTOR SHALL REMOVE AND DISPOSE EXTERIOR WALL MOUNTED WOOD PANELS, UN-SERVICED 1.

REVEGITATE DISTUBED AREAS

DEMOLISH TREE IN ITS ENTIRITY

EXISTING TREE TO BE DEMOLISHED.

4 4 4

21007

W OLD IRONSIDES AVE

N E

W D

A W

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

A D

D A

T E

C H

A L

E X

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G \V

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A L

\F Y

P R

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C T

S \A

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B L

D G

D ra w in g s \C

-1

P ro p o s e d

S it e P la n

.d g n

O J E

C T

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M B

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C O

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M B

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P R

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BRANCH CHIEF

B L

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M B

E R

FT. HOOD, TEXAS 76544

ENGINEER DR.

BLDG 4612

S H

E E

T D

E S

C R

R E

P A

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A R

C H

C T

U R

A L

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B L

O C

E D x

E B

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TEXAS

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C -2

SCALE: 1" = 10'

PROPOSED SITE PLAN

C-102

P R

O P

O S

E D

E P

L A

WCO

942.36 943.52 944.24 944.70 944.56 944.39 944.38 944.98 945.25

950.00

944.88

944.74

943.90 944.04 944.53 944.72 944.50 944.18 944.70 945.24 945.12

941.90 942.92 943.32 943.17 944.02 944.16 944.19 944.44 944.57

941.97 942.43 942.56 943.06 943.69 943.91 944.14 944.45

943.24 944.02 944.02 944.09 944.40 944.31 944.32 944.35 944.93

941.78

941.58

943.58

943.09

BM1

BM2 BM3

BM4

BM5

BM6

BM7

BM8

BM9

BM10

940.93 941.04

941.26

941.44

941.52

941.61

941.74

941.89

942.04 942.12 942.78 943.53 944.34 944.53 944.66

944.96

944.95

944.92

944.90

944.88

944.96

945.02

945.15

945.20

945.33945.29945.41

945.39

945.48

945.51

945.30 945.35 945.31

945.25

945.31

945.34

945.35

945.38

945.42

945.57

945.61

945.61 945.58

945.51

945.47

945.57

945.60

945.20

945.16945.32945.30945.50945.85945.88

945.95

945.94

946.31

945.96 945.88 945.83

942.12 941.61 941.79 942.94 944.12 945.06

950.00

945.02

944.98

944.99

945.00

945.01

944.98

944.80

944.73

944.78

944.74

944.92944.90944.95

944.97

945.06

944.92

944.87

944.90 944.73

945.11 945.13

945.12 945.13

944.59

944.72 944.60

944.58

944.56

944.52

944.53

944.51

944.86

944.87

944.90

944.89

944.38

941.40

941.41

916.00

945.00

944.60

918.60 g ni eeringDi vi s io n

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

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

INSTALL NEW ADA RAMP

INSTALL NEW STEPS AND LANDINGS AS SPECIFIED

INSTALL NEW PLANTER AND WHITE ROCK

PROVIDE CONCRETE VAULT FOR NEW CONNECTIONS TO CHILLER PLANT

FROM EXISTING CHILLER PLANT (B21022) TO BLDG 21007.

CONTRACTOR SHALL SAW CUT EXISTING CONCRETE AND INSTALL NEW CONNECTION

NEW RAMP

J. HERNANDEZ J. RAYSOR

KEY NOTES:

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 NUMBER21007

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

EXISTING POST INDICATOR VALVE

NOTES:

COMPLETION OF DEMOLITION WORK, CONTRACTOR WILL FILL AND GRADE THE AREA AS SPECIFIED.

LOADING RAMP IS TO BE DEMOLISHED ENTIRERLY. CONCRETE AND GUARD RAILS SHALL BE DISPOSED OF. UPON 3.

FULL BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

DAYS MAY BE SUBJECTED TO ADDITIONAL FEES BY PRIVATIZED UTILITY OWNER AND SHALL BE MADE PAYABLE IN

OWNER WITHIN THE FIRST 30 DAYS OF THE CONTRACT PERIOD OF PERFORMANCE. PAYMENTS MADE AFTER 30

IT IS THE CONTRACTOR’S RESPONSIBILITY TO COORDINATE AND SUBMIT FULL PAYMENT DIRECTLY TO UTILITY 2.

COMPLETION OF ALL UTILITY WORK ASSOCIATED WITHIN THESE CONTRACT DOCUMENTS.

AND APPROPRIATELY COORDINATE ALL WORK AS NECESSARY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTRACTOR TO COORDINATE POINT OF OWNERSHIP DEMARCATION WITH THE PRIVATIZED UTILITY COMPANIES CONSTRUCTION WORK THAT PERTAIN DIRECTLY TO THEIR UTILITIES. IT IS THE RESPONSIBILITY OF THE NATURAL GAS UTILITIES. THE UTILITY SYSTEM OWNERS MUST PERFORM ALL DEMOLITION AND NEW WATER OWNS THE WATER AND SANITARY SEWER UTILITIES. DOMINION ENERGY OWNS THE ELECTRIC AND SOME OF THE EXISTING UTILITY SYSTEMS WITHIN THE PROJECT AREA ARE PRIVATELY OWNED. AMERICAN 1.

7 7 7

3 7 7 7

21007

W OLD IRONSIDES AVE

N E

W D

A W

C-501L. CASTILLO L. CASTILLO

E D

E T

S I

F. LAMASJ. HERNANDEZ

SHEET NUMBER

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

A D

D A

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-5

S it e D e ta il s I

.d g n :1

O J E

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M B

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P R

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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

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8'-0"

RENOVATE BRIGADE HQ

BUILDING 21007

"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

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

TYPICAL PROJECT SIGNAGE

COMING SUMMER 2024

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

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

NEW CONCRETE STEP

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

NEW CONCRETE STAIRS

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

NEW CONCRETE STAIRS

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

ADA RAMP DETAIL

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

NEW CONCRETE RAMP

g ni eeringDi vi s io n

2" 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

TRIM

1/2" BLACK BORDER

TIMBER

4" X 4" TREATED

PUBLIC NOTICES

CONTRACTOR

TREATED PLYWOOD

4' X 8' X 3/4"

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

FRONT REAR SIDE

PLYWOOD

TREATED

4' X 8' X 3/4"

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 "

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,

FLOATING AND FINISHING.

STEEL PINS TO PREVENT WARPING DURING

SURFACE AND SHALL BE HELD IN PLACE WITH

JOINT FILLER STRIPS, PLACED 1/4" BELOW

EXPANSION JOINTS SHALL BE FORMED WITH 3/8"

VARIES

6"6"

THICKEN EDGE.

TYPICAL 6"

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

5'-0"1'-0"

1'-0"1'-0"

MATCH SLOPE

AND BEVELED TO

SLEEVE WITH TOP

1 1/2" GALV. PIPE

AS INDICATED

1'-0"

@ 16" O.C TYP

#3 DWLS

MEETS STRUCTURE.

GROUT SEAM WHERE PIPE

EXTERIOR EDGE

1" CHAMFER ON

EXISTING GRADE

@ 16" O.C TYP

#4 DOWELS

SOIL

UNDISTURBED

EXISTING

V A

SELECTED FILL

COMPACTED

CRUSH STONE

COMPACTED 4"

20'-0"

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

A D

D A

T E

C H

A L

E X

E N

G \V

E R

A L

\F Y

P R

O J E

C T

S \A

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B L

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D ra w in g s \S

-0

S tr u c tu ra l

N o te s .d g n

O J E

C T

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M B

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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

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

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C R

R E

P A

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C H

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S-001

S T

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A L

N O

T E

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

FLOOR PLAN

J. LOPEZJ. RHEE

DESIGN LOADS:

LOADS.

UNLESS SPECIFICALLY NOTED, THERE ARE NO PROVISIONS FOR FUTURE FLOORS, ROOFS OR OTHER DL-6

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

ULTIMATE DESIGN WIND SPEED................................120 MPH

RISK CATEGORY...........................................................III

WIND LOADS:DL-5

FLAT ROOF SNOW LOAD, Pf........................................5 PSF

GROUND SNOW LOAD, Pg...........................................5 PSF

SNOW LOAD:DL-4

ROOF LIVE LOADS MAY BE REDUCED.DL-3

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

UNIFORM DESIGN LIVE LOAD IS AS FOLLOWS:DL-2

DEAD LOAD IS 20 PSF OR ACTUAL LOAD WHICHEVER IS LARGER.

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

FINISHED, CLADDING AND OTHER SIMILARLY INCORPORATED ARCHITECTURAL AND STRUCTURAL ITEMS, INCLUDING BUT NOT LIMITED TO WALLS, FLOORS, ROOFS, CEILINGS, STAIRWAYS, BUILD-IN PARTITIONS, DEAD LOADS INCLUDE THE WEIGHT OF CONSTRUCTION MATERIALS INCORPORATED INTO THE BUILDING, DL-1

GENERAL NOTES:

REPAIRED TO EQUIVALENT OR BETTER CONDITION.

PROTECT ALL REMAINING EXISTING STRUCTURES. ANY DAMAGE TO AN EXISTING STRUCTURE SHALL BE GN-11

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 SOLELY FOR THE PURPOSE OF GN-10

ANY 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

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 GOVERNMENT SHALL NOT HAVE CONTROL OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION GN-9

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

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

PAINT IN ACCORDANCE WITH ASTM 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 ASTM A123. WHEN APPLICABLE, FIELD WELDS BOLTED

ALL EXPOSED MISCELLANEOUS STEEL SHALL BE CLEANED AND GALVANIZED. APPLY ZINC COATING BY THE GN-8

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-7

COMPLETED PORTION OF THE STRUCTURE.

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

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

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-6

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

STRUCTURAL STEEL SHOP DRAWINGSA.

SHALL BE SUBMITTED:

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

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

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

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

COMPLETED SHOP DRAWINGS SHALL BE PROVIDED FOR ALL FABRICATED ITEMS AND SHALL BE REVIEWED 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 CONDITIONS ARE 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 BUILDING CODE (IBC) 2015 EDITIONGN-1

SCHEDULE OF SITE OBSERVATIONS BY STRUCTURAL ENGINEER:

NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR CONTRACTOR QUALITY CONTROL.

STRUCTURAL SITE OBSERVATIONS ARE THE REQUIREMENTS OF THE STRUCTURAL ENGINEER AND DOES NOTE:

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

INSTALLATION OF ARCHITECTURAL FINISHES.

A. STRUCTURAL STEEL: BEFORE CONNECTIONS AND STRUCTURAL MEMBERS ARE HIDDEN BY

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

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

STRUCTURAL STEEL:

ALL WELDS EXPOSED TO VIEW SHALL BE CLEANED AND GROUND SMOOTH.SS-11

COST TO THE GOVERNMENT.

INCREASED AS REQUIRED TO ACCOMMODATE ROLLING FABRICATION REQUIREMENTS AT NO ADDITIONAL

MINIMUMS TO MEET STRENGTH AND DEFLECTION REQUIREMENTS. MEMBER THICKNESSES CAN BE

ROLLED MEMBER SIZES / THICKNESS INDICATED ON THE STRUCTURAL DRAWINGS ARE REQUIRED SS-10

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 STRUCTURES DURING ALL FIELD WELDING SS-9

PLATES AFTER COLUMN HAS BEEN PLUMBED BUT PRIOR TO ROOF INSTALLATION.

BEARING PLATES BEFORE FRAMING MEMBER IS INSTALLED. AT COLUMNS, INSTALL DRY PACK UNDER BASE

DRY PACK SHALL BE 5,000 PSI FIVE STAR NON-SHRINK GROUT OR EQUIVALENT. INSTALL DRY PACK UNDER SS-8

WELDS SHALL BE IDENTIFIED BY THE CONTRACTOR ON THE SHOP DRAWINGS.

CONSTRUCTION SEQUENCE. PROPOSED REVISIONS FROM SHOP TO FIELD WELDS OR FROM FIELD TO SHOP

THE CONTRACTOR SHALL REVIEW SHOP AND FIELD WELD REQUIREMENTS FOR COMPATIBILITY WITH THE SS-7

STEEL SHOP DRAWINGS.

LICENSED IN THE STATE OF TEXAS FOR ALL CONNECTIONS DETAILED BY OTHERWISE ON THE STRUCTURAL

SHALL PROVIDE CONNECTION DESIGN CALCULATIONS SEALED AND SIGNED BY A REGISTERED ENGINEER

TESTING AGENCY. DIRECT TENSION INDICATOR (DTI) BOLTS SHALL BE PERMITTED. THE STEEL FABRICATOR

A490 BOLTS". VISUAL INSPECTION OF BOLTED CONNECTIONS SHALL BE PERFORMED BY AN INDEPENDENT

AND SHALL BE IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR

BOLTED BEAM CONNECTIONS SHALL BE SIMPLE FRAMED SHEAR CONNECTIONS USING ASTM A325X BOLTS SS-6

OTHERWISE ON THE PLANS, THE CONTRACTOR MAY SHOP WELD OR FIELD WELD AT THEIR DISCRETION.

USING CONTINUOUS, ALL AROUND/BOTH SIDES OF MEMBER WITH FILLET WELDS. UNLESS NOTED

PLANS, ALL SHOP FABRICATED OR FIELD ASSEMBLED ADJOINING STEEL MEMBERS SHALL BE CONNECTED

WELDS SHALL BE PERFORMED BY AN INDEPENDENT TESTING AGENCY. UNLESS NOTED OTHERWISE ON THE

SECTIONS 6.5 AND 6.9 OF THE AWS D1.1 "STRUCTURAL WELDING CODE-STEEL". VISUAL INSPECTIONS OF

SERIES LOW HYDROGEN RODS. ALL WELDS SHALL BE VISUALLY INSPECTED IN ACCORDANCE WITH

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

SECTION 4 OF THE AWS D1.1 "STRUCTURAL WELDING CODE STEEL", AND HAVING CURRENT EXPERIENCE IN

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

THIS SHEET AFTER DRY PACK HAS BEEN INSTALLED.

ANCHOR RODS SHALL NOT BE GALVANIZED. CLEAN AND PAINT ANCHOR RODS PER GENERAL NOTE GN-8 ON

STEEL SHALL BE CLEANED PER SSPC-SP2. STEEL SHALL BE GALVANIZED PER NOTE GN-8 ON THIS SHEET. SS-4

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

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

BASE PLATES AND BEAM END PLATES..............................ASTM A572 Gr. 50

WIDE FLANGES......................................................................ASTM A992 Gr. 50

STEEL SHALL BE MEET WITH THE FOLLOWING REQUIREMENTS:SS-3

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

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

OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, AISC 360.

STRUCTURAL STEEL SHALL CONFORM TO THE 2016 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" SS-1

SHORING AND DEMOLITION:

OF EVERY WORKING DAY.

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

ALL PORTIONS OF THE STRUCTURE MUST BE ADEQUATELY SHORED PRIOR TO ANY SAW CUTTING OR SD-4

DISCREPANCIES TO THE STRUCTURAL ENGINEER BEFORE SUBMITTING SHOP DRAWINGS.

DRAWINGS. GENERAL CONTRACTOR IS TO VERIFY ACTUAL LOCATION OF MEMBERS AND REPORT AND

LOCATION OF JOISTS, BEAMS AND OTHER STRUCTURAL MEMBERS, MAY VARY FROM THAT SHOWN ON THE SD-3

VERIFY EXISTING CONDITIONS, LIMITATIONS AND DIFFICULTY INVOLVED.

AND IN NO WAY SHALL IT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR VISITING THE SITE TO

THE INFORMATION AND DATA CONTAINED IN THE DRAWINGS IS ONLY PARTIAL AND SCHEMATIC IN CONTEXT SD-2

OF DETERMINING THE TOTAL SCOPE OF WORK INVOLVED.

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

BEST AVAILBLE FOR ASSISTING THE GENERAL CONTRACTOR IN THE PREPARATION AND UNDERSTANDING

THE INFORMATION AND DATA INDICATED IN THE DRAWINGS RELATED TO THE EXISTING BUILDING, IS THE SD-1

S g ni eeringDi vi s io n

S-201

DRAWING ABBREVIATIONS: NUMBERING SYSTEM & ANNOTATION SYMBOLS:

(PRE-AWARD AMENDMENTS)

REVISION NUMBER

(POST-AWARD AMENDMENTS)

REVISION LETTER

(LIMITS OF REVISION AREA)

REVISION CLOUD

DRAWING VIEW TITLE

DRAWING VIEW SCALE

NUMBER

DRAWING VIEW

LIMIT OF ENLARGED AREA

DETAIL NUMBER

REFERENCE TO

REFERENCE FROM

DIRECTION OF CUTTING PLANE

PLANE

LIMIT OF CUTTING

LINE OF CUTTING PLANE

MULTIPLE VIEW DESIGNATOR

PREQUALIFIED WELDED JOINTS

BASIC WELD SYMBOLS

BACK

GROOVE OR BUTT

SUPPLEMENTARY WELD SYMBOL

FILLET

SLOT

PLUG

SQUARE V BEVEL U J

BEVEL

FLARE

BACKING SPACER

AROUND

WELD ALL

FIELD WELD

CONTOUR

FLUSH CONVEX

FLARE V

STANDARD LOCATION OF ELEMENTS OF A WELDING SYMBOL

DRAWINGS.

STRUCTURAL

REFERENCE

SYMBOLS.

FOR ADDITIONAL

TYP.

(1/2)

3/16"

(1/2)

3/16"

TAIL

FINISH SYMBOL

PLUG WELDS

COUNTERSINK FOR

INCLUDED ANGLE OF

GROOVE ANGLE;

SLOR WELDS

FILLING FOR PLUG AND

ROOT OPENING; DEPTH OF

[O T

H E

[A R

R O

CONTOUR SYMBOL

FIELD WELD SYMBOL

SYMBOL

WELD ALL AROUND

LENGTH OF WELD

CENTER SPACING)

PITCH (CENTER TO

REFERENCE

PROCESS, OR OTHER

SPECIFICATION,

CERTAIN WELDS

SIZE OR STRENGTH FOR

DEPTH OF PREPARATION;

WELD SIZE

EFFECTIVE GROOVE

MEMBER OF JOINT

TO ARROW SIDE

REFERENCE LINE

CONNECTING

ARROW

NOTES:

THE POINT OF THE FIELD WELD SYMBOL MUST POINT TOWARD THE TAIL.4.

AND THE OTHER SIDE SYMBOL

SHOWN. DIMENSIONS OF FILLET WELDS MUST BE SHOWN ON BOTH THE ARROW SIDE

ARROW AND OTHER SIDE WELDS ARE OF THE SAME SIZE UNLESS OTHERWISE 3.

THE PERPENDICULAR LEG OF WELD SYMBOLS MUST BE AT LEFT.2.

REFERENCE NOT LOCATION OF THE ARROW ALTERS THIS RULE.

FROM LEFT TO RIGHT, ALONG THE REFERENCE LINE. NEITHER ORIENTATION OF

SIZE, WELD SYMBOL, LENGTH OF WELD, AND SPACING MUST READ IN THAT ORDER, 1.

STRUCTURAL LEGEND:

AT (MEASUREMENT)@

ARCHITECT, ARCHITECTURALARCH

ANCHOR BOLTAB

AND MATERIALS

AMERICAN SOCIETY FOR TESTING ASTM

ENGINEERS

AMERICAN SOCIETY OF CIVIL ASCE

INSTITUTE

AMERICAN IRON AND STEEL AISI

CONSTRUCTION

AMERICAN INSTITUTE OF STEEL AISC

AMERICAN CONCRETE INSTITUTEACI

ALTERNATEALT

COORDINATECOORD

JOINT

CONTROL OR CONSTRUCTION CJ

CONTINUOUSCONT

CONNECTIONCONN

CONCRETE MASONRY UNITCMU

CONCRETECONC

COLUMNCOL

CLEARCLR

CENTER LINECL

GALVANIZEDGALV

GAGEGA

OPPOSITEOPP

ON CENTER EACH WAYOCEW

ON CENTEROC

POUND(S)LB(S)

LONG LEG VERTICALLLV

LONG LEG HORIZONTALLLH

LIVE LOADLL

QUANTITYQTY

WIDE FLANGEWF

VERTICALVERT

REFERENCE LINE

REFERENCE

BASIC WELD SYMBOL OR DETAIL

MINIMUM SIZE OF FILLET WELDS

THINNER PART JOINED, IN

MATERIAL THICKNESS OF

TO 1/4" INCLUSIVE

OVER 1/4" TO 1/2"

OVER 1/2" TO 3/4"

OVER 3/4"

3/16"

5/16"

1/4"

3/8"

WELD, IN

OF FILLET

MINIMUM SIZE

NOTES:

PASS WELDS MUST BE USED.

FOR LEG DIMENSION OF FILLET WELDS. SINGLE 1.

BUILDINGBLDG

BOTTOM OF STEELBOS

BEAMBM

DRAWING(S)DWG(S)

DIAMETERDIA

DEAD LOADDL

EXPANSION JOINTEJ

EQUALEQ

EACHEA

FEETFT

HEADED CONCRETE ANCHORHCA

INCH(ES)IN

INTERNATIONAL BUILDING CODEIBC

KIPK

MINIMUMMIN

MECHANICALMECH

MAXIMUMMAX

MANUFACTURERMNFR

NUMBERNO

NOT TO SCALENTS

BUILDING

PRE-ENGINEERED METAL PEMB

POUNDS PER SQUARE FOOTPSF

POUNDS PER LINEAR FOOTPLF

REINFORCEMENTREINF

RADIUSR

STEEL JOIST INSTITUTESJI

STEEL DECK INSTITUTESDI

SQUARE FEETSF

SIMILARSIM

SAW JOINTSJ

TYPICALTYP

TOP OF WALLTOW

TOP OF STEELTOS

TOP OF MASONRYTOM

TOP OF CONCRETETOC

TOP OF BEAMTOB

UNLESS NOTED OTHERWISEUNO

UNIFORM FACILITIES CRITERIAUFC

MATCHLINE

TEXT

MATCHLINE CONTINUATION

BOX BEAM HEADER SCHEDULE

DETAIL

STUDS PER END*

NUMBER OF JACK

STUDS PER END*

NUMBER OF KING

6/S-501

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

4'-0" < "W" ≤ 8'-0"

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

DISCIPLINE WITH DESINATOR:

SHEET NUMBER WITHIN SERIES

SERIES NUMBER

NORTH ARROW

DETAIL INDICATOR SYMBOL

EXTERIOR ELEVATION INDICATOR

SECTION INDICATOR

WITH MULTIPLE VIEWS

INTERIOR ELEVATION INDICATOR

MULTIPLE VIEW DESIGNATOR NOTE BY SYMBOL

NOTE BY SYMBOL WITH LEADER

CENTERLINE

DENOTES ITEMS FOR DEMOLITION

EXISTING FEATURE

DEMOLITION, EXISTING, AND PROPOSED

RED OXIDE PRIMER FINISH

NEW HOT-ROLLED STEEL TO RECEIVE

MEMBER

NEW COLD-FORMED STEEL SECONDARY

NEW EXTERIOR TIMBER FRAMED WALL

HOT-DRIPPED GALVANIZED FINISH

NEW HOT-ROLLED STEEL TO RECEIVE

BRACING OR BRIDGING

SIMPLE BEAM CONNECTION

MOMENT BEAM CONNECTION

F - FIRE PROTECTION

T - TECHNOLOGY

E - ELECTRICAL

P - PLUMBING

M - MECHANICAL

S - STRUCTURAL

A - ARCHITECTURE

C - CIVIL

D - DEMOLITION

G - GENERAL

FOR CONTINUATION SEE DWG. S-101

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BLDG 4612

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24'-0"24'-0"24'-0"24'-0"24'-0"

CONCRETE AND CONCRETE REINFORCEMENT:

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

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

V E

A L

C O

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FINISHED GRADE

R L

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G T

BELL DIAMETER

SHAFT Ø

F. LAMASJ. HERNANDEZ

SHEET NUMBER

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J.RHEEJ. RHEE S-301

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

FOUNDATION PLAN

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

FRAMING PLAN

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

NORTH ELEVATION

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

WEST ELEVATION

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

EAST ELEVATION

SCALE: 1" = 1'-0"

TYPICAL BASEPLATE PLAN

SCALE: 1" = 1'-0"

C1 COLUMN BASEPLATE DETAIL

SCALE: 1" = 1'-0"

C2 COLUMN BASEPLATE DETAIL

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

BEAM CROSS SECTION 1

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

BEAM CROSS SECTION 2

SCALE: 1" = 1'-0"

TYPICAL BEAM TO COLUMN CONNECTION

SCALE: N.T.S.

BELL PIER DETAIL

S T

R U

C T

U R

A L

D E

T A

g ni eeringDi vi s io n

NEW 6" SLAB

EXISTING 6" SLAB

11'-6

C1 C1

C2 C2

#4 @ 10" EACH WAY

#4 2' DOWELS @ 10" O.C.

EXISTING FOUNDATION

1'-0"

P1 P1

5'-7

2 7" "2

1'-0"

SEE SCHEDULE

COLUMN,

BASE PLATE, SEE DETAIL 9/S-101.

RODS, EMBEDMENT = 3".

CONCRETE. DO NOT CUT ANCHOR

ANCHOR BOLTS 3" ABOVE TOP OF

GRADE 36 ANCHOR RODS. PROJECT

INSTALL (4) 1/2"Ø x 5" LONG ASTM F1554

BASE PLATE, SEE DETAIL 9/S-101.

RODS, EMBEDMENT = 3".

ABOVE TOP OF CONCRETE. DO NOT CUT ANCHOR

EPOXY ADHESIVE. PROJECT ANCHOR BOLTS 2"

GRADE 36 THREADED RODS WITH DEWALT PURE110+

INSTALL (4) 1/2"Ø x 5" LONG ASTM F1554

C24 (EXISTING)

RB20 (EXISTING)

C19 (EXISTING)

R B

C20 (EXISTING)

11'-6

W10x12

W x

10K1 JOIST

T E

A C

H F

R O

E C

E N

T E

1/2" THICK A572 GR. 50 PL.

3/16" SHEAR PLATE

TYP.

3/16"

EXISTING FOUNDATION

#4 DOWEL

NON-EXPANSION SOIL

EXISTING FOUNDATION

NON-EXPANSION SOIL

#4 STIRRUPS @ 12"

#4 REBAR TOP, MIDDLE AND BOTTOM

6" CARTON FOAM

MATCH EXISTING GRADE MATCH EXISTING GRADE

#4 STIRRUPS @ 12"

#4 REBAR TOP, MIDDLE AND BOTTOM

1'-0"1'-0"

NEW PIER, SEE SCHEDULE

C H

DOUBLE WRAP

SCHEDULED SPIRAL

VERTICAL BARS

SCHEDULED

"Db"

E M

B E

D M

E N

T D

E P

T H

SHAFT NOTE DS-6

SEE DRILLED

SHAFT NOTE DS-6

SEE DRILLED

"D"

3" CLEAR TO SPIRAL

GENERAL NOTES

HAVING JURISDICTION.

ALL SHORING AND…

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File details come from the government source that posted it. Updated Jul 24, 2023.