W912QR24B0004_Plans-0000.pdf

PDF 31 MB Posted Mar 29, 2024

Attached to: Construction Renovation Building 10 at Defense Supply Center (DSCC) Columbus, OH
Solicitation number: W912QR24B0004
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Mar 29, 2024

This document appears to be a set of plans related to Solicitation Number W912QR24B0004 for the Construction Renovation of Building 10 at the Defense Supply Center (DSCC) in Columbus, OH. The solicitation is a 100% small business set-aside with a NAICS code of 236220 and an estimated size determination of $45M. The Department of the Army Corps of Engineers Engineering District Louisville is the procuring agency for this construction project. The plans likely provide detailed specifications and technical requirements for the renovation of Building 10 at the DSCC facility.

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Other files

File	Type	Posted
Bid Opening Results.pdf	PDF	May 20, 2024
W912QR24B0004_Specs-0003.pdf	PDF	May 2, 2024
W912QR24B0004_Plans-0003.pdf	PDF	May 2, 2024
W912QR24B0004-0002.pdf	PDF	Apr 23, 2024
USMC_BLDG10-SiteVisitSignInSheet.pdf	PDF	Apr 11, 2024
Redacted JA DSCC B10 USMC Reno_Door Hardware.pdf	PDF	Apr 9, 2024
Redacted JA Simplex - DSCC Bldg 10 Reno - 23 JAN 24.pdf	PDF	Apr 9, 2024
W912QR24B0004-0001.pdf	PDF	Apr 5, 2024
W912QR24B0004_Specs_Vol2-0000.pdf	PDF	Mar 29, 2024
W912QR24B0004_Specs_Vol1-0000.pdf	PDF	Mar 29, 2024
W912QR24B0004_CID-0000.pdf	PDF	Mar 29, 2024

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SHEET ID

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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LOUISVILLE DISTRICT

W912QR-19-D-0037

MARCH 16, 2024

COLUMBUS, OH

DSCC BUILDING 10 USMC OFFICE RENOVATION

P2: 509344

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LOCATION MAP

VICINITY MAP

BLDG 10

03/15/2024

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

29 March 2024

W912QR24B0004

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SHEET LIST

SHEET NUMBER SHEET NAME

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES AND DESIGN CRITERIA

S-002 STRUCTURAL ABBREVIATIONS

SD110 FLOOR SLAB DEMO PLAN

S-110 FLOOR SLAB PLAN

S-120 STORAGE CAGING FRAMING PLAN

S-211 TYPICAL FRAMING ELEVATION

S-351 FRAMING SECTIONS

S-401 ENLARGED STORAGE CAGING FRAMING PLANS

S-501 TYPICAL DETAILS

ARCHITECTURE

A-001 ABBREVIATIONS, LEGEND AND GENERAL NOTES

AS-100 ARCHITECTURAL SITE PLAN

AE110 EXISTING FLOOR PLAN

AD110 DEMOLITION FLOOR PLAN

AD111 DEMOLITION CEILING PLAN

AD401 DEMOLITION ENLARGED PLANS

AD402 DEMOLITION ENLARGED PLANS

A-110 FLOOR PLAN

A-111 CEILING PLAN

A-401 ENLARGED PLANS

A-402 ENLARGED PLANS

A-403 ENLARGED PLANS

A-404 ENLARGED PLANS

A-405 ENLARGED PLANS

A-406 ENLARGED CEILING PLANS

A-410 RESTROOMS / SHOWERS INTERIOR ELEVATIONS

A-411 RESTROOM INTERIOR ELEVATIONS

A-412 RESTROOM DETAILS

A-413 TYPICAL MOUNTING HEIGHTS

A-420 INTERIOR ELEVATIONS

A-540 WALL TYPES AND DETAILS

A-541 WALL SECTION

A-601 DOOR SCHEDULE AND DETAILS

A-602 DOOR DETAILS

INTERIORS

I-110 FINISH PLAN

I-601 FINISH SCHEDULE

I-602 FINISH KEY

INTERIORS GRAPHICS

IG110 SIGNAGE PLAN

IG501 SIGNAGE DETAILS

IG601 SIGNAGE SCHEDULE

INTERIORS FURNITURE

IF110 FURNITURE PLAN

IF501 FURNITURE DETAILS

IF502 FURNITURE DETAILS

LIFE SAFETY

LS001 ABBREVIATIONS, LEGEND, AND CODE ANALYSIS

LS002 FIRE PROTECTION / LIFE SAFETY / ACCESSIBILITY CODE REVIEW

LS110 LIFE SAFETY PLAN

FIRE SPRINKLER

FX110 FIRE PROTECTION PLAN

FIRE ALARM

FA110 FIRE ALARM PLAN

PLUMBING

P-001 ABBREVIATIONS, LEGEND AND GENERAL NOTES

PD100 UNDERGROUND DEMOLITION PLAN

PD111 SANITARY DEMOLITION PLAN

PD112 DOMESTIC WATER DEMOLITION PLAN

PD401 ENLARGED SANITARY DEMOLITION - SECTION 10

PD411 ENLARGED DOMESTIC WATER DEMOLITION - SECTION 10

PD412 ENLARGED DEMOLITION PLANS - SECTION 11

P-401 ENLARGED UNDERGROUND PLAN - SECTION 10

P-411 ENLARGED SANITARY PLAN - SECTION 10

SHEET LIST

SHEET NUMBER SHEET NAME

P-412 ENLARGED DOMESTIC WATER PLAN - SECTION 10

P-413 ENLARGED PLUMBING PLANS - SECTION 11

P-501 DETAILS

P-502 DETAILS

P-601 SCHEDULES

P-901 SANITARY DEMO RISER SECTION 10

P-902 SANITARY DEMO RISER SECTION 11

P-903 SANITARY RISER SECTION 10

P-904 SANITARY RISER SECTION 11

P-905 WATER RISER SECTION 10

P-906 WATER RISER SECTION 11

MECHANICAL

M-001 ABBREVIATIONS, LEGEND AND GENERAL NOTES

MD110 SECTION 10 AND 11 HVAC DEMOLITION PLAN

MD111 SECTION 10 HVAC DEMOLITION PLAN

MD112 SECTION 11 HVAC DEMOLITION PLAN

MD210 INSIDE DECK - SECTION 10 AND 11 HVAC DEMOLITION

MD211 INSIDE DECK - SECTION 10 HVAC DEMOLITION PLAN

MD212 INSIDE DECK - SECTION 11 HVAC DEMOLITION PLAN

MH110 SECTIONS 10 AND 11 - HVAC PLAN

MH111 SECTION 10 HVAC PLAN

MH112 SECTION 11 HVAC PLAN

MH210 UPPER LEVEL SECTION 10 AND 11 HVAC PLAN

MH211 UPPER LEVEL SECTION 10

MH212 UPPER LEVEL SECTION 11

MP110 SECTION 10 AND 11 PIPING PLAN

MP111 SECTION 10 PIPING PLAN

MP112 SECTION 11 PIPING PLAN

M-501 DETAILS

M-601 SCHEDULES

M-602 SCHEDULES-2

M-701 CONTROLS

M-702 CONTROLS

ELECTRICAL

E001 ELECTRICAL LEGEND

E002 ELECTRICAL GENERAL NOTES

E003 ELECTRICAL ABBREVIATIONS

E100 OVERALL EXISTING ELECTRICAL PLAN

ED111 SECTION 10 DEMOLITION LIGHTING PLAN

ED112 SECTION 11 DEMOLITION LIGHTING PLAN

ED113 SECTION 10 DEMOLITION POWER PLAN

ED114 SECTION 11 DEMOLITION POWER PLAN

ED601 POWER ONE-LINE DIAGRAM DEMO

ED602 POWER ONE-LINE DIAGRAM DEMO

ED701 EXISTING PANEL SCHEDULES

ED702 EXISTING PANEL SCHEDULES

ED703 EXISTING PANEL SCHEDULES

ED704 EXISTING PANEL SCHEDULES

ED705 EXISTING PANEL SCHEDULES

EL111 SECTION 10 LIGHTING PLAN

EL112 SECTION 11 LIGHTING PLAN

EL113 MAINTENANCE CORRIDOR LIGHTING PLAN

EL501 LIGHTING DETAILS

EL701 LIGHTING SCHEDULES

EP111 SECTION 10 POWER PLAN

EP112 SECTION 11 POWER PLAN

EP150 SECTION 10 & SECTION 11 HVAC POWER PLAN

EP501 POWER DETAILS

EP601 POWER ONE-LINE DIAGRAM

EP602 POWER ONE-LINE DIAGRAM

EP701 PANEL SCHEDULES

EP702 PANEL SCHEDULES

EP703 PANEL SCHEDULES

EP704 PANEL SCHEDULES

EY110 SECTION 10 & SECTION 11 SPECIAL SYSTEMS PLAN

EG501 GROUNDING DETAILS

TELECOMMUNICATIONS

T001 TELECOMMUNICATIONS LEGEND AND OUTLET SCHEDULE

T002 TELECOMMUNICATIONS GENERAL NOTES AND ABBREVIATIONS

TD110 LEVEL 1 - SECTION 10 AND 11 TELECOMMUNICATIONS DEMO

PLAN

T111 SECTION 10 TELECOMMUNICATIONS PLAN

T112 SECTION 11 TELECOMMUNICATIONS PLAN

T410 ENLARGED TELECOMMUNICATION PLANS

T501 COMMUNICATIONS DETAILS

T601 TELECOMMUNICATIONS ONE-LINE DIAGRAM

T602 TELECOMMUNICATIONS RACK ELEVATIONS

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

GENERAL

A. THESE GENERAL NOTES PRESENT AND/OR SUMMARIZE KEY PROJECT

INFORMATION FOR THE READER'S CONVENIENCE. SEE ALSO INDIVIDUAL

PLAN NOTES AND PROJECT SPECIFICATIONS FOR FURTHER DETAILS AND

REQUIREMENTS.

B. ALL REFERENCES TO REFERENCE STANDARDS HEREIN ARE TO MOST RECENT

IN EFFECT AS OF THE DATE OF THESE DOCUMENTS, UNLESS NOTED

OTHERWISE IN PROJECT SPECIFICATIONS OR ON THE PLANS.

C. ELEVATIONS. ALL ELEVATIONS ARE REFERENCED TO FINISHED FLOOR EL.

100'-0". ALL ELEVATIONS SHOWN ON PLANS ARE REFERENCED TO THE

SITE ELEVATION DATUM SHOWN ON FOUNDATION PLANS UNLESS NOTED

OTHERWISE.

D. SUBMIT SHOP DRAWINGS, PROJECT DATA AND SAMPLES AS SPECIFIED IN

PROJECT SPECIFICATIONS SECTION 01 33 00

1. IDENTIFY PROMINENTLY ON DRAWINGS EACH AND ALL RESUBMITTALS

BY NUMBER.

2. IDENTIFY ANY CHANGES WHICH HAVE BEEN MADE OTHER THAN THOSE

REQUESTED BY THE CONTRACTING OFFICER.

3. SUBMITTALS FAILING TO CONFORM TO THE ABOVE WILL BE RETURNED

FOR RESUBMITTAL.

E. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE BEGINNING WORK

OR FABRICATION AND THE CONTRACTING OFFICER SHALL BE NOTIFIED

IMMEDIATELY ON ANY DISCREPENCIES.

F. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE SHORING AND

BRACING TO PROTECT UNFINISHED NEW CONSTRUCTION.

DESIGN CRITERIA

A. BUILDING CODES

2021 INTERNATIONAL BUILDING CODE.

UFC 3-301-01, STRUCTURAL ENGINEERING, 11 APR 2023.

ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES.

B. SUPERIMPOSED DESIGN LOADS

1. DEAD LOADS

SUSPENDED CEILING - 2 psf LIGHTS & FIRE SUPRESSION - 2 psf

2. LIVE LOADS

STORAGE CAGE ROOF - 20 psf HATCH OPENING INFILL - 20 psf

3. WIND

A. RISK CATEGORY II

B. ULTIMATE WIND SPEED - 107 MPH

C. NOMINAL WIND SPEED - 83 MPH

D. EXPOSURE CATEGORY - C

E. INTERNAL PRESSURE COEF., GCpi = +/-0.18

4. SEISMIC (STORAGE CAGE)

A. RISK CATEGORY II, IMPORTANCE FACTOR =1.0

B. MAPPED SPECTRAL RESPONSE ACCELERATIONS

SS = 0.115g S1 = 0.059g

C. SITE CLASSIFICATION - D (ASSUMED)

D. DESIGN SPECTRAL RESPONSE ACCELERATIONS

SDS = 0.123g SD1 = 0.094g

E. SEISMIC DESIGN CATEGORY - B

F. RESPONSE MODIFICATION FACTOR, R, AND SEISMIC RESPONSE COEFF,

CS: STEEL SYSTEMS NOT SPECIFICALLY DESIGNED FOR SEISMIC

RESISTANCE, R=3.0, Ω=3.0, Cd=3.0, Cs=0.04

G. DESIGN SEISMIC BASE SHEAR - 0.8 kips

H. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

I. FUTURE EXPANSION: NO PROVISION FOR FUTURE EXPANSION HAS

BEEN MADE THAT WILL IMPACT DESIGN PROVISIONS OF STRUCTURES

AND AND FOUNDATIONS UNDER THIS CONTRACT.

CAST-IN-PLACE REINFORCED CONCRETE CONTINUED

D. FORMWORK

1. SEE SPECS.

2. KEYS INDICATED ARE TO BE 2" x 4" NOMINAL CONTINUOUS, UNO.

3. RUSTICATION STRIPS, CHAMFERS, DRIPS, MISC. EMBEDS, ETC. SEE PLANS

AND/OR ARCHITECTURAL DRAWINGS.

4. OPENINGS FOR MP&E TRADES. ALL HOLES FOR OTHER TRADES WHICH

MUST BE CUT OR FORMED AND WHICH ARE NOT SHOWN ON THE

STRUCTURAL DESIGN(S) DRAWINGS SHALL BE SUBMITTED TO THE

CONTRACTING OFFICER FOR REVIEW AND APPROVAL.

E. REINFORCEMENT

1. REINFORCING BARS. DEFORMED, GRADE 60, ASTM A615. ASTM A706

WHERE SPECIFIED AND FOR WELDING APPLICATIONS.

A. FABRICATION: ACI SP-66 (2004) "ACI DETAILING MANUAL"

2. WELDED SMOOTH WIRE FABRIC - ASTM A1064. FLAT SHEETS.

3. WELDING - ACI 301, SECTION 3.2.2.2.

4. CORNER BARS. PROVIDE CORNER BARS SAME SIZE AND SPACING AS

HORIZONTAL REINFORCEMENT AT INTERSECTIONS OF ALL WALLS AND

WALL FOUNDATIONS.

5. SPLICES. CONTINUOUS REINF. BARS INCLUDING CORNER BARS SHALL BE

LAPPED THE LENGTH SHOWN IN THE DEVELOPMENT / LAP SPLICE TABLE

SHOWN ON THE DESIGN DRAWINGS, AND IN ACCORDANCE WITH ACI 318.

6. MINIMUM COVER FOR PROTECTION TYPICAL, UNO.

A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3"

B. FORMED SURFACE EXPOSED TO EARTH OR WEATHER

#6 THROUGH #18 BARS - 2"

#5 AND SMALLER - 1 3/4"

C. STRUCTURAL SLABS AND WALLS NOT EXPOSED TO WEATHER OR IN

CONTACT WITH GROUND - 3/4"

D. BEAMS AND COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS,

AND SPIRALS NOT EXPOSED TO WEATHER OR IN CONTACT WITH

GROUND - 1 1/2"

7. HOOKS INDICATED ARE ACI/CRSI STANDARD 90 DEG. OR 180 DEG. HOOKS.

BAR LENGTHS SHOWN ARE OUT-TO-OUT AND DO NOT INCLUDE HOOK

LENGTH.

F. ELECTRICAL TRADES. FIELD REQUIREMENTS NOT SHOWN ON STRUCTURAL

PLANS MUST BE APPROVED BY THE CONTRACTING OFFICER. ANY

STRENGTHENING OR ADDITIONAL REINFORCEMENT REQUIRED SHALL BE

FURNISHED BY THE CONTRACTOR WITHOUT ADDITIONAL COST TO THE

GOVERNMENT. PLUMBING SLOTS ARE TO BE FILLED WITH CONCRETE TO

SAME THICKNESS AS SLAB OR WALL AFTER PIPING HAS BEEN INSTALLED. SEE

TYPICAL SLAB PENETRATION DETAILS FOR REQUIREMENTS.

G. EMBEDDED PIPES OR CONDUIT. MAXIMUM DIAMETER - 1/3 x SLAB OR WALL

THICKNESS, SPACED MINIMUM OF 3 DIAMETERS ON CENTER.

H. GROUT. HIGH STRENGTH, NON-SHRINK STRUCTURAL GROUT. SEE SPECS.

I. CONCRETE FINISHES. SEE SPECS.

1. FORMED SURFACES:

A. PAINTED OR EXPOSED TO VIEW: RUBBED, UNO. ON PLANS

B. COVERED OR AS NOTED ON PLANS: AS-CAST

2. FLATWORK SURFACES:

A. EXPOSED TO VIEW: TROWELED WITH SURFACE TREATMENT

B. TILED OR CARPETED: TROWELED

C. STAIRS OR RAMPS: BROOMED

D. SIDEWALKS, DRIVEWAYS: BROOMED OR BELTED

J. CURING AND PROTECTION. SEE SPECS.

CAST-IN-PLACE REINFORCED CONCRETE

A. DESIGN CODE. ACI 318-19 - STRENGTH DESIGN. REFERENCE STANDARD: ACI

301. CONTRACTOR TO MAINTAIN COPY AT JOB SITE.

B. MIX DESIGN SHALL BE DOCUMENTED IN ACCORDANCE WITH SECTION

03 30 00 OF THE PROJECT SPECS AND ACI 301, CHAPTER 3 "PROPORTIONING".

MIX DESIGNS WHICH ARE SUBMITTED WITHOUT THE REQUIRED

DOCUMENTATION WILL BE REJECTED. FIELD SLUMPS RECORDED AT JOB SITE

SHALL NOT EXCEED THE SLUMP ESTABLISHED FOR THE MIX DESIGN.

C. CONCRETE. REFER TO SPECS.

1. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4000 psi AT 28

DAYS.

2. ALL CONCRETE, EXCEPT INTERIOR FLOOR SLABS, SHALL BE AIR-

ENTRAINED, SEE SPECS.

COLD-FORMED STEEL FRAMING

A. DESIGN COLD-FORMED STEEL TO CONFORM TO THE INTERNATIONAL

BUILDING CODE 2021, THE LATEST EDITIONS OF THE "SPECIFICATION FOR THE

DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" BY THE AMERICAN

IRON AND STEEL INSTITUTE (AISI), AND ANY OTHER CODES, OR REGULATIONS

HAVING JURISDICTION.

B. THE COLD FORMED STEEL SHOWN IS THE APPROXIMATE RELATIONSHIP

BETWEEN THE FRAMING AND ADJACENT SUPPORTING OR SUPPORTED

COMPONENTS. DETERMINE THE FINAL APPROPRIATE CONFIGURATION TO

SUPPORT THE REQUIRED LOADS.

C. FRAMING MEMBERS MUST BE CHANNEL-TYPE SECTIONS ROLL-FORMED FROM

CORROSION-RESISTANT STEEL MEETING ASTM A653, AND MEETING THE

CRITERIA IN SPEC 05 40 00.

D. DESIGN WELDING TO BE IN ACCORDANCE WITH AWS D1.3 "STRUCTURAL

WELDING CODE - SHEET STEEL", AND AS FOLLOWS:

1. SHIELDED METAL ARC (STICK) WELDING FOR 18 GA. AND HEAVIER.

2. GAS METAL ARC (MIG) WELDING FOR 20 GA.

E. THE FINAL DESIGN OF THE COLD-FORMED METAL FRAMING SYSTEM MUST BE

THE RESPONSIBILITY OF THE QUALIFIED PROFESSIONAL SPECIALTY

ENGINEER HIRED BY THE CONTRACTOR. SUBMIT SHOP DRAWINGS AND

CALCULATIONS FOR REVIEW BY ENGINEER OF RECORD AND APPROVED BY

THE CONTRACTING OFFICER PRIOR TO FABRICATION AND PROCUREMENT OF

MATERIALS. SHOP DRAWINGS MUST BE SIGNED AND SEALED BY A

PROFESSIONAL ENGINEER. THE SHOP DRAWINGS MUST INCLUDE FRAMING

PLANS WITH DIMENSIONAL LOCATIONS, AS WELL AS REQUIRED DETAILS. THE

CALCULATIONS MUST INCLUDE INPUT LOADS, DEAD AND LIVE LOAD

DEFLECTIONS, REACTIONS, MEMBER FORCES, MEMBER SIZES, AND REQUIRED

MEMBER BRACING.

GENERAL STRUCTURAL NOTES

METAL ROOF DECK

A. FABRICATOR SHALL PROVIDE ANGLES, CHANNELS, ETC. AS REQUIRED TO

SUPPORT METAL DECK WHERE STRUCTURAL MEMBERS ARE NOT PRESENT.

B. MATERIAL SHALL BE ASTM A653 TYPE SS (50 ksi MIN. YIELD STRENGTH)

C. METAL ROOF DECK SHALL BE 1 1/2" DEEP, 0.0295" THICK (22 GAGE) TYPE B

WIDE RIB.

D. INSTALLATION.

1. WHERE POSSIBLE, EXTEND OVER 3 OR MORE SUPPORTS.

DECK ATTACHMENTS SHALL BE IN ACCORDANCE WITH SDI SPECS AND

SHALL BE ADEQUATELY SHOWN ON DECK SHOP DRAWINGS FOR FIELD

INSTALLATION.

2. DECK ATTACHMENT SHALL BE WITH 3/4" PUDDLE WELDS ON 36/4

PATTERN WITH #10 SCREW SIDELAP FASTENERS AT 20" OC MAX OR WITH

MECHANICAL FASTENERS ON A PATTERN PRODUCING STRENGTH AND

STIFFNESS AT LEAST EQUAL TO THE WELDED ATTACHMENT. WELDED

SIDELAPS NOT PERMITTED.

3. OTHER MECHANICAL FASTENERS OR WELDS ON A PATTERN PRODUCING

STRENGTH AND STIFFNESS AT LEAST EQUAL TO THE ATTACHMENT

SHOWN MAY BE SUBMITTED FOR APPROVAL. WELDED SIDELAPS NOT

PERMITTED.

E. ALL ACCESSORIES SUCH AS, BUT NOT LIMITED TO: RIDGE, HIP, AND VALLEY

PLATES ATTACHED DIRECTLY TO STEEL DECK INCLUDED. SHALL MATCH

THICKNESS AND GAGE OF ROOF DECK.

F. PROVIDE G90 GALVANIZED FINISH.

G. SUBMIT SHOP DRAWINGS PRIOR TO PROCUREMENT OF MATERIALS. SEE

SPECIFICATIONS FOR REQUIREMENTS.

POST-INSTALLED ANCHORAGES

A. THE CONTRACTOR SHALL INSTALL AND SECURE ALL REINFORCING STEEL

INDICATED IN THESE CONSTRUCTION DOCUMENTS PRIOR TO CONCRETE

PLACEMENT. THE USE OF POST-INSTALLED REINFORCING STEEL SYSTEMS

WILL BE CONSIDERED FOR REMEDIAL PURPOSES, SUBJECT TO THE

APPROVAL OF THE CONTRACTING OFFICER.

B. ALL POST-INSTALLED ANCHORS SHALL BE INSTALLED AND SURFACES

PREPARED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS, THE PROJECT SPECIFICATIONS, AND ANY APPLICABLE

CODES.

C. ALL ANCHORAGES TO HOLLOW CMU SHALL BE MADE USING A TWO

COMPONENT ADHESIVE SYSTEM WITH SCREEN TUBE IN A PREDRILLED HOLE

PER THE MANUFACTURER'S INSTRUCTIONS, UNLESS NOTED OTHERWISE THE

MINIMUM EMBEDMENT AND ALLOWABLE SHEAR AND TENSION CAPACITIES

SHALL BE BASED ON THE HILTI HIT-HY 270 SYSTEM OR OTHER APPROVED

SYSTEM WITH EQUIVALENT OR GREATER CAPACITIES INCLUDING REQUIRED

REDUCTIONS DUE TO SPACING AND EDGE DISTANCES.

STRUCTURAL STEEL

A. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE AISC

"STEEL CONSTRUCTION MANUAL”, FIFTEENTH EDITION, WITH SUPPLEMENTS.

B. MATERIAL SPECIFICATIONS:

WIDE FLANGE SHAPES ASTM A992

ANGLES ASTM A36, GRADE 36

CHANNELS ASTM A36, GRADE 36

STRUCTURAL TUBING (HSS) ASTM A500, GRADE C

PIPE ASTM A53, GRADE B

PLATES AND BARS ASTM A36, GRADE 36

HIGH STRENGTH BOLTS ASTM F3125, GRADE A325

ASTM F3125, GRADE A490 (for D>1")

ASTM F3125, GRADE F1852, F2280

ANCHOR BOLTS ASTM F1554, GRADE 36, 55

HARDENED STEEL WASHERS ASTM F436, F959

HEADED STUD SHEAR CONNECTORS ASTM A108, GRADE 1015 OR 1020

C. CONNECTIONS SHALL MEET AISC MANUAL STANDARD CONNECTIONS UNLESS

NOTED.

1. HIGH-STRENGTH BOLTS: BEARING TYPE INSTALLED IN CONFORMANCE

WITH "SPECIFICATIONS FOR STRUCTURAL JOINTS USING HIGH-STRENGTH

BOLTS", RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. UNLESS

NOTED OTHERWISE, STANDARD AISC "USUAL GAGE" DIMENSIONS SHALL BE

USED FOR LOCATING HOLES FOR BOLTS, EXPANSION ANCHORS, ETC. IN

ALL ANGLES, BEAM FLANGES, ETC.

2. WELDS: AWS D1.1, SERIES E70XX. ALL WELDS SHALL BE SUBJECT TO

INSPECTION AND NONDESTRUCTIVE EXAMINATION AS REQUIRED IN

SPECIFICATIONS. WHERE WELD SIZE IS NOT INDICATED ON THE

DRAWINGS, USE MINIMUM SIZE FOR PREQUALIFIED JOINTS PER AWS D1.1.

D. TOLERANCES SHALL MEET AISC CODE OF STANDARD PRACTICE 2016,

SECTION 6.4, 7.12, AND 7.13. ENSURE ALL STRUCTURAL STEEL MEETS THE

TOLERANCES SPECIFIED IN AISC 303-10.

E. PROVIDE POSITIVE CAMBER AS NOTED ON PLANS. WHERE NO CAMBER IS

NOTED, RESIDUAL MILL CAMBER IS TO BE UPWARDS.

F. ROOF OPENINGS: VERIFY SIZE AND LOCATION OF REQUIRED OPENINGS WITH

MECHANICAL, PLUMBING, OR OTHER TRADES AS NECESSARY TO ASSURE

CORRECT FRAMING AND SUBMIT ON SHOP DRAWINGS. PROVIDE SUB-

SUPPORT AS REQUIRED FOR DECK CLOSURES, INCLUDING AT COLUMNS.

COORDINATE WITH DECK SUPPLIER.

G. SHOP DRAWINGS: SUBMIT ERECTION AND FABRICATION SHOP DRAWINGS,

STAMPED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER. SEE

SPECIFICATIONS.

H. ALL WELDS TO BE SHOP WELDED UNLESS NOTED OTHERWISE.

I. ALL COLUMN BASE AND BEAM BEARING PLATES SHALL BE GROUTED WITH

NON-SHRINK NON-METALLIC GROUT AS INDICATED. GROUTING SHALL BE

COMPLETED AFTER THE STEEL FRAMING HAS BEEN PERMANENTLY PLUMBED.

J. FABRICATOR SHALL PROVIDE ANGLES, CHANNELS, ETC. AS REQUIRED TO

SUPPORT METAL DECK WHERE STRUCTURAL MEMBERS ARE NOT PRESENT.

K. THE MINIMUM PLATE THICKNESS SHALL BE 3/8 INCH UNLESS NOTED

OTHERWISE.

L. THE MINIMUM BOLT DIAMETER SHALL BE 3/4 INCH UNLESS NOTED

OTHERWISE.

M. THE MINIMUM WELD THROAT SIZE SHALL BE 1/4 INCH UNLESS NOTED

OTHERWISE.

N. CONNECTIONS SHALL HAVE A MINIMUM OF 2 BOLTS UNLESS OTHERWISE

NOTED.

O. NO TORCH CUTTING OR DRILLING IS PERMITTED IN FIELD WITHOUT WRITTEN

APPROVAL FROM THE CONTRACTING OFFICER.

P. ALL STEEL FRAMING SHALL BE CONSTRUCTED TRUE AND PLUMB AND SHALL

BE ASSUMED UNSTABLE UNTIL ALL COMPONENTS (WALLS, ROOFS, ETC.),

CONNECTIONS, AND PERMANENT BRACING ARE COMPLETELY INSTALLED.

Q. THE CONTRACTOR SHALL DESIGN AND PROVIDE TEMPORARY BOLTING AND

BRACING AS REQUIRED TO SAFELY CARRY ALL LOADS THE STRUCTURE MAY

BE SUBJECTED TO THROUGHOUT THE CONSTRUCTION PROCESS, INCLUDING

EQUIPMENT AND OPERATION.

R. ALL STRUCTURAL STEEL EXPOSED TO WEATHER, INCLUDING STEEL LINTELS,

SHALL BE GALVANIZED.

S. FOR ALL STRUCTURAL STEEL EXPOSED TO WEATHER WHERE GALVANIZATION

IS NOT POSSIBLE, INCLUDING STEEL LINTELS, PROVIDE HIGH PERFORMANCE

EPOXY PAINT PER SPECIFICATIONS. PREPARE STEEL AND APPLY PER

MANUFACTURERS INSTRUCTIONS.

T. PROVIDE COMPLETE COAT OF SHOP PAINT, AND TOUCH UP IN FIELD AFTER

INSTALLATION AS REQUIRED FOR ALL EXPOSED STEEL.

SHEET ID

U S

Y C

O R

D R

B Y:

E D

B Y:

D B

C H

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

S-001

BLDG 10

U C

D D

N C

C O

S, O H

C B

N P2

F Y:

B S

S U

D R

D .D

C H

6, W

2Q R

-1 9-

D -0

E, K

3/15/2024

D D

2Q R

Pl an s-

BAR SIZE

DEVELOPMENT / LAP SPLICE LENGTH IN CONCRETE

DEVELOPMENT LENGTH, in.

6 29

LAP SPLICE LENGTH, in.

10 60

7 42 54

11 67 87

NOTE: FOR HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN

12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW REINFORCEMENT,

MULTIPLY THE VALUES BY 1.3.

SHEET ID

U S

Y C

O R

D R

B Y:

E D

B Y:

D B

C H

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

S-002

BLDG 10

U C

N S

C O

S, O H

C B

N P2

F Y:

. G

B S

S U

D R

D . D

C H

6, W

2Q R

-1 9-

D -0

E, K

@ AT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

ADH ADHESIVE

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ARCH ARCHITECT, ARCHITECTURAL

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

BLKG BLOCKING

BM BEAM

BO BOTTOM OF

BOS BOTTOM OF STEEL

BOT BOTTOM

BRG BEARING

CFS COLD FORMED STEEL

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE

D DEPTH

DEMO DEMOLITION

DIA, Ø DIAMETER

DIAG DIAGONAL

DL DEAD LOAD

DTL DETAIL

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

EMBED EMBEDMENT

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EXP EXPANSION

FD FLOOR DRAIN

FDN FOUNDATION

STRUCTURAL ABBREVIATIONS

FF FINISH FLOOR

FLR FLOOR

HORIZ HORIZONTAL

IBC INTERNATIONAL BUILDING CODE

JT JOINT

LL LIVE LOAD

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

NIC NOT IN CONTRACT

NO, # NUMBER

NTS NOT TO SCALE

OC ON CENTER

PE PROFESSIONAL ENGINEER

PL PLATE

REINF REINFORCING

REQD REQUIRED

SCHED SCHEDULE

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

STD STANDARD

STIF STIFFENER

STL STEEL

STRUC STRUCTURE(AL)

T&B TOP AND BOTTOM

TO TOP OF

TOS TOP OF STEEL

TOSL TOP OF SLAB

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VB VAPOR BARRIER

VERT VERTICAL

VIF VERIFY IN FIELD

W WIDTH

w/ WITH w/o WITHOUT

WP WORKING POINT

WT WEIGHT

WWR WELDED WIRE REINFORCEMENT

3/15/2024

D D

2Q R

Pl an s-

TYP1

JIHGF

EDCBA

KEYPLAN

GRAPHIC SCALE:

16' 08' 32' 48'16'

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

SHEET ID

U S

Y C

O R

D R

B Y:

E D

B Y:

D B

C H

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

SD110

BLDG 10

O R

B D

C O

S, O H

C B

N P2

F Y:

. G

B S

S U

D R

D . D

C H

6, W

2Q R

-1 9-

D -0

E, K

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

FLOOR SLAB DEMO PLAN

GENERAL SHEET NOTES

1 REFER TO S-001 AND S-002 FOR GENERAL NOTES.

2 CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

CONDITIONS PRIOR TO DEMOLITION.

3 DEMOLISH AND REPLACE EXISTING 6.5" THICK SLAB ON

GRADE ABOVE ALL UNDERSLAB UTILITY WORK. REFER TO

TYPICAL SLAB REPLACEMENT DETAIL ON S-501.

SHEET KEYNOTES

1 SAWCUT PERIMETER AND DEMO EXISTING CONCRETE

SLAB ON GRADE. CONTRACTOR SHALL REFER TO UTILITY

PLANS FOR EXACT DEMO LOCATIONS.

3/15/2024

D D

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Pl an s-

TYP1

EDCBA

TYP3

0" 5"

5" T

S-211

TYP 4

5" T

5" TYP

KEYPLAN

GRAPHIC SCALE:

16' 08' 32' 48'16'

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

SHEET ID

U S

Y C

O R

D R

B Y:

E D

B Y:

D B

C H

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

S-110

BLDG 10

O R

C O

S, O H

C B

N P2

F Y:

. G

B S

S U

D R

D . D

C H

6, W

2Q R

-1 9-

D -0

E, K

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

FLOOR SLAB PLAN

GENERAL SHEET NOTES

1 REFER TO S-001 AND S-002 FOR GENERAL NOTES.

2 EXISTING 6.5" THICK CONCRETE SLAB ON GRADE.

SHEET KEYNOTES

1 NEW SLAB INFILL TO MATCH THICKNESS OF EXISTING

SLAB ON GRADE. SEE DETAIL ON SHEET S-501.

2 NEW SHOWER LOCATIONS. REFER TO TYPICAL SHOWER

STALL FLOOR DRAIN DETAIL ON SHEET S-501.

3 FLOOR DRAIN. REFER TO FLOOR DRAIN DETAIL ON SHEET

S-501.

4 HSS 4x4x3/16 COLUMN.

5 EQUIPMENT PAD FOR OUTDOOR PACKAGED GENERATOR

- OPTION. REFER TO DETAIL 6/S-501.

3/15/2024

D D

2Q R

Pl an s-

EDCBA

40' - 4"

32' - 0" 8' - 0"

40' - 0"

S-401

KEYPLAN

GRAPHIC SCALE:

16' 08' 32' 48'16'

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

SHEET ID

U S

Y C

O R

D R

B Y:

E D

B Y:

D B

C H

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

S-120

BLDG 10

E C

G F

C O

S, O H

C B

N P2

F Y:

. G

B S

S U

D R

D . D

C H

6, W

2Q R

-1 9-

D -0

E, K

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

STORAGE CAGING FRAMING PLAN

GENERAL SHEET NOTES

1 REFER TO S-001 AND S-002 FOR GENERAL NOTES.

3/15/2024

D D

2Q R

Pl an s-

LEVEL 1

100' - 0"

TYP

1' - 4"

TOS EL = 112' - 8"

EXISTING CONC SLAB

S-501

GRAPHIC SCALE:

16' 08' 32' 48'16'

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

SHEET ID

U S

Y C

O R

D R

B Y:

E D

B Y:

D B

C H

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

S-211

BLDG 10

F R

G E

C O

S, O H

C B

N P2

F Y:

. G

B S

S U

D R

D . D

C H

6, W

2Q R

-1 9-

D -0

E, K

SCALE: 1/2" = 1'-0"S-110

TYPICAL FRAMING ELEVATION1

3/15/2024

D D

2Q R

Pl an s-

CFS JST,

SEE PLAN

MTL ROOF DECK,

SEE PLAN

STL BM,

SEE PLAN

1/2" DIA A325

THRU BOLT

L3x3x1/4 x0'-3 1/2"

LONG

3/16

CONNECTION

CFS MFR

CONNECTION

DESIGNED PER

05 12 00

CFS JST,

SEE PLAN

MTL ROOF DECK,

SEE PLAN

CFS TRACK

TO MATCH JST

STL BM,

SEE PLAN

STL COL,

SEE PLAN

L3x3x1/4 x0'-3 1/2" LONG

3/16

CONNECTION

CFS MFR

CFS JST,

SEE PLAN

STL BM,

SEE PLAN

STL COL,

SEE PLAN

MTL ROOF DECK,

SEE PLAN

L3X3x1/4 x0'-3 1/2"

LONG

3/16

CONNECTION

CFS MFR

MTL ROOF DECK,

SEE PLAN

CFS JOIST,

SEE PLAN

CFS CLIP ANGLE.

DESIGN AND

CONNECTION BY

CFS MFR

STL BM,

SEE PLAN

OVERLAP

1' - 0"

DIMENSION OF OPENING

REFER TO ARCH FOR

FASTEN TO EXISTING

DECK w/ #10 SCREW

FASTENERS ON 36/4

PATTERN EA SIDE OF

OPENING

NEW 1 1/2" DEEP 22 GA STL ROOF DECK

INFILL TO MATCH SPAN DIRECTION OF

EXISTING

EXISTING HATCH STRUCTURAL FRAMING

(ACTUAL MEMBER SIZE AND SHAPE NOT

KNOWN)

STL COL,

SEE PLAN

HSS4x4x3/16 BRACE, TYP

3/8" GUSSET PL, TYP

STL BM,

SEE PLAN

3/16 3 3/16 3

TYP

3/16 3/16

SHEET ID

U S

Y C

O R

D R

B Y:

E D

B Y:

D B

C H

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

S-351

BLDG 10

G S

E C

N S

C O

S, O H

C B

N P2

F Y:

. G

B S

S U

D R

D . D

C H

6, W

2Q R

-1 9-

D -0

E, K

SCALE: 1 1/2" = 1'-0"S-401

SECTIONA

SCALE: 1 1/2" = 1'-0"S-401

SECTIONB

SCALE: 1 1/2" = 1'-0"S-401

SECTIONC

SCALE: 1 1/2" = 1'-0"S-351

SECTIOND

SCALE: 1 1/2" = 1'-0"S-351

TYPICAL HATCH OPENING DETAIL1

SCALE: 1 1/2" = 1'-0"S-351

TYPICAL KNEE BRACE CONNECTION2

3/15/2024

D D

2Q R

Pl an s-

A S-351

B S-351

C S-351

D S-351

S-211

800S250-97

@24" OC

800S250-97

@24" OC

800S250-97

@24" OC

TYP 1

TYP 2

TYP 1

TYP2

0" T

5X 4X

8X 4X

HSS8X4X3/16 HSS8X4X3/16 HSS8X4X3/16

5X 4X

HSS5X4X1/8 HSS5X4X1/8 HSS5X4X1/8 HSS5X4X1/8 HSS5X4X1/8

5X 4X

8X 4X

5X 4X

HSS5X4X1/8HSS5X4X1/8HSS5X4X1/8HSS5X4X1/8HSS5X4X1/8

HSS5X4X1/8

5X 4X

8X 4X

5X 4X

HSS5X4X1/8 HSS5X4X1/8 HSS5X4X1/8 HSS5X4X1/8

5X 4X

HSS5X4X1/8

5X 4X

HSS5X4X1/8HSS5X4X1/8HSS5X4X1/8HSS5X4X1/8

8' - 0" TYP

40' - 0"

0" T

32' - 0" 8' - 0"

8' - 0" TYP

0" 6'

GRAPHIC SCALE:

4' 0 8' 12'4' 16'2'

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

SHEET ID

U S

Y C

O R

D R

B Y:

E D

B Y:

D B

C H

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

S-401

BLDG 10

R G

F R

G P

C O

S, O H

C B

N P2

F Y:

. G

B S

S U

D R

D . D

C H

6, W

2Q R

-1 9-

D -0

E, K

LEGEND

INDICATES SPAN DIRECTION OF 1 1/2" METAL

ROOF DECK. SEE GENERAL NOTES FOR

ATTACHMENT REQUIREMENTS.

SCALE: 3/16" = 1'-0"S-120

ENLARGED STORAGE CAGING FRAMING PLANS1

GENERAL SHEET NOTES

1 REFER TO S-001 AND S-002 FOR GENERAL NOTES.

SHEET KEYNOTES

1 HSS 4x4x3/16 COLUMN.

2 HSS 4x4x3/16 KNEE BRACE.

3/15/2024

D D

2Q R

Pl an s-

SPLICE SCHED

SEE LAP 6" MIN.

REINFORCE w/

#3@12" EW

VAPOR BARRIER

CAPILLARY

WATER BARRIER

C H

REINFORCE w/ #3

DOWELS @ 12", UNO

DRILL AND EPOXY #3 @ 2'-0" OC

MID-DEPTH INTO EXISTING SLAB

AS SHOWN

D /2

NEW SLAB EXISTING SLAB

D /3

OPENING GREATER THAN 3'-0" OPENING 3'-0" OR LESS

VAPOR BARRIER

CAPILLARY

WATER BARRIER

C H

DRILL AND EPOXY INTO

EXISTING SLAB AS SHOWN

D /2

NEW SLAB EXISTING SLABEXISTING SLAB

#3@12", (2) BARS MIN.

SCHEDULE

SEE LAP

SPLICE

D /2

BARS IN

SAME PLANE

NOTE: PROVIDE TOOLED CONTROL JOINT SPACING OF 125% TIMES THE

WIDTH OF THE SLAB OR 15' (MAX), AND AT RE-ENTRANT CORNERS.

(MIN WIDTH 2'-1")

FF EL

SEE PLAN

VAPOR BARRIER

CAPILLARY

WATER BARRIER

CONC SLAB,

SEE PLAN

NOTES:

1. SET UP DRAIN AS REQUIRED TO RECEIVE FLOOR

FINISH. SEE ARCH DRAWINGS.

2. SEE ARCH AND MECH DRAWINGS FOR SIZE AND

LOCATION OF FLOOR DRAINS.

2" UNO

2' - 0" RADIUS

SLOPESLOPE

FF EL

SEE PLAN

FLOOR DRAIN

VAPOR BARRIER

CAPILLARY

WATER BARRIER

CONC SLAB,

SEE PLAN

NOTES:

1. SET UP DRAIN AS REQUIRED TO RECEIVE

SHOWER STALL. SEE ARCH DRAWINGS.

2. SEE ARCH AND MECH DRAWINGS FOR SIZE AND

LOCATION OF FLOOR DRAINS.

FDCL

2x4 KEY

CONC SLAB,

SEE PLAN

FF EL

SEE PLAN

VAPOR BARRIER

CAPILLARY

WATER BARRIER

D S

D /3

SCHED

SEE LAP

SPLICE

COL

LINE

1/2"x9"x9" STL PL w/ (4)

1/2" ⌀ EXP ANCHORS,

MIN 4" EMBED. 4-BOLT

GROUP TO RESIST

SHEAR OF 3,000 LBS

COL BRG EL

SEE SCHED

1/4 EQ EQ

CL COLUMN

TYP

1 1/2"

SEE NOTE 1

#4@16" OC, EW,

2" CLR TOP

COMPONENT TO BE

SUPPORTED

3/4" CHAMFER, TYP

FINISHED GRADE

(2) #4 CONT, 3" CLR

8" M

" M

45.00°

6"6"

" M

NOTES:

1. COORDINATE WITH ELECTRICAL DRAWINGS FOR PLAN DIMENSIONS AND LOCATION OF

PADS

2. STRUCTURAL FILL NOT SUSCEPTIBLE TO FROST: UNDISTURBED GRANULAR SOILS OR FILL

MATERIAL WITH LESS THAN 6% OF MASS PASSING A #200 (0.074mm) MESH SIEVE IN

ACCORDANCE WITH ASTM D422 AND OTHER APPROVED NON-FROST SUSCEPTIBLE

MATERIALS SHALL BE CONSIDERED NON-FROST SUSCEPTIBLE. CLASSIFICATION OF FROST

SUSCEPTIBILITY OF SOIL SHALL BE DETERMINED BY A SOILS OR GEOTECHNICAL

ENGINEER, UNLESS OTHERWISE APPROVED. BEARING PRESSURE OF FILL TO MEET OR

EXCEED 1500 psf.

3. DESIGN AND SPECIFICATION OF THE SIZE, NUMBER, TYPE, AND LOCATION OF COMPONENT

ANCHORAGE IS THE SOLE RESPONSIBILITY OF THE EQUIPMENT MANUFACTURER.

4. EQUIPMENT BASE SHALL BE INSTALLED LEVEL UNLESS INDICATED OTHERWISE.

5. IF NON-SHRINK GROUT IS RECOMMENDED BY THE MANUFACTURER TO SUPPORT THE

GENERATOR, WEDGES, SHIMS, OR LEVELING NUTS SHALL BE USED TO SUPPORT THE

BASE WHILE THE NON-SHRINK GROUT IS PLACED. WEDGES OR SHIMS THAT ARE LEFT IN

PLACE SHALL NOT BE EXPOSED TO VIEW.

STRUCTURAL FILL NOT

SUSCEPTIBLE TO FROST

UNDISTURBED EARTH

(2) #4 CONT, 3" CLR

SHEET ID

U S

Y C

O R

D R

B Y:

E D

B Y:

D B

C H

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

S-501

BLDG 10

C O

S, O H

C B

N P2

F Y:

. G

B S

S U

D R

D . D

C H

6, W

2Q R

-1 9-

D -0

E, K

SCALE: NTSS-501

TYPICAL SLAB REPLACEMENT1

SCALE: NTSS-501

TYPICAL FLOOR DRAIN DETAIL3

SCALE: NTSS-501

TYPICAL SHOWER STALL FLOOR DRAIN DETAIL4

SCALE: NTSS-501

SLAB CONSTRUCTION JOINT (CJ) DETAIL2

SCALE: NTSS-501

TYPICAL BASEPLATE DETAIL5

SCALE: NTSS-501

EXTERIOR PAD FOUNDATION DETAIL6

3/15/2024

D D

2Q R

Pl an s-

8' - 0"CEILING TAG HEIGHT A.F.F.

010-I-XXXXDOOR TAG DOOR NUMBER

ROOM NAMEROOM TAG

ROOM NUMBER

P01PARTITION TAG PARTITION TYPE

15' - 0"EXPOSED SLAB

TAG

HEIGHT TO UNDERSIDE OF SLAB

THIS HATCH PATTERN IS USED ON PLANS TO

DENOTE AREAS OF THE EXISTING BUILDING THAT

ARE NOT INVOLVED IN THE SCOPE OF WORK.

WALL MOUNTED

FIRE EXTINGUISHER

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISHED FLOOR

ALUM ALUMINUM

APPROX APPROXIMATELY

BD BOARD

BOT BOTTOM

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CONC CONCRETE

COL COLUMN

DBL DOUBLE

DEMO DEMOLISH / DEMOLITION

DIA DIAMETER

DIM DIMENSION(S)

DWG DRAWING

EA EACH

ELEC ELECTRICAL

EQ EQUAL

ABBREVIATIONS

ETR EXISTING TO REMAIN

EXIST EXISTING

FEC FIRE EXTINGUISHER CABINET

FFE FURNITURE, FIXTURES & EQUIPMENT

FLR FLOOR

FND FOUNDATION

GWB GYPSUM WALLBOARD

GYP GYPSUM

HM HOLLOW METAL

HVAC HEATING, VENTILATING & AIR CONDITIONING

ILO IN LIEU OF

INSUL INSULATION / INSULATED

LAV LAVATORY

MANU. MANUFACTURER

MAX MAXIMUM

MECH MECHANICAL

MIN MINIMUM

MTL METAL

NIC NOT IN CONTRACT

NO NUMBER

OC ON CENTER

OPP OPPOSITE / OPPOSITE HAND

PLUMB PLUMBING

PNT PAINT

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

SCWD SOLID CORE WOOD DOOR

SD SMOKE DETECTOR

SPEC SPECIFIED / SPECIFICATION

STC SOUND TRANSMISSION CLASS

STN STAIN FINISH

STRUCT STRUCTURAL

TELE TELEPHONE

TLT TOILET

TO TOP OF

TOC TOP OF CONCRETE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VIF VERIFY IN FIELD

W/ WITH

WD WOOD

XXXX

SYMBOL LEGEND

INTERIOR

ELEVATION

SHEET NUMBER (WHERE SHOWN)

VIEW NUMBER

XXXX

SHEET NUMBER (WHERE SHOWN)

VIEW NUMBER

SECTION

ELEVATION LEVEL

0' - 0"

LEVEL NAME

LEVEL

ELEVATION

SPOT

ELEVATION 1' - 0"

KEYNOTE X

XXXX

X SHEET NUMBER (WHERE SHOWN)

VIEW NUMBER

CALL OUT

XXXX

VIEW TITLE

VIEW NAME

SCALE: 1/8" = 1'

VIEW NUMBER

SHEET NUMBER (WHERE CUT)

REVISIONS

REVISION

CLOUD

REVISION

NUMBER

DEMO WORKNEW WORK

EXISTING TO

REMAIN

WALL

DOOR

FFE

EXISTING TO BE

DEMOLISHED

NEW WORK

PHASING LEGEND

SHEET ID

U S

Y C

O R

D R

B Y:

E D

B Y:

D B

C H

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

S U

R E

N D

A-001

BLDG 10

N S, L

A N

D G

C O

S, O H

C B

N P2

F Y:

. C

R K

R . C

C H

6, W

2Q R

-1 9-

D -0

E, K

GENERAL NOTES

1 VERIFY ALL SURROUNDINGS AND CONCEALED ITEMS

PRIOR TO DEMOLITION. ALL ITEMS DAMAGED DURING

DEMOLITION THAT ARE TO REMAIN, SALVAGED AND

RETURNED TO GOVERNMENT WILL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO BE REPLACED

TO ITS ORIGINAL STATE.

2 DIMENSIONS FOR METAL STUD/GYPSUM BOARD WALLS

AND PARTITIONS ARE FROM FACE OF STUD TO FACE OF

STUD.

3 TYPICAL DOORS IN STUD WALLS SHALL BE 4" FROM

NEAREST WALL UNLESS OTHERWISE INDICATED.

4 CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

CONDITIONS PRIOR TO PERFORMING NEW

CONSTRUCTION.

5 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING

SAFETY AND CLEANLINESS. DUST MUST BE SWEPT UP

AND DEBRIS MUST BE REMOVED AT THE END OF EACH

DAY.

6 REFER TO STRUCTURAL, MECHANICAL, AND ELECTRICAL

DRAWINGS FOR EACH DISCIPLINES DEMOLITION EXTENTS

AND NOTES

7 CONTRACTOR SHALL PATCH, REPAIR, AND PAINT, AS

NECESSARY, ALL AREAS DAMAGED DURING DEMOLITION

IN PREPARATION FOR NEW CONSTRUCTION.

8 CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

CONDITIONS AND EXTENTS PRIOR TO COMMENCING WITH

DEMOLITION. WHERE REMOVAL OF EXISTING

CONSTRUCTION IMPACTS NEW WORK, COORDINATE

DEMOLITION WITH NEW WORK.

9 THESE DRAWINGS ESTABLISH THE DESIGN INTENT AND

DIMENSIONAL RELATIONSHIPS. DO NOT SCALE

DRAWINGS. CONTRACTOR TO FIELD VERIFY ALL

DIMENSIONS AND EXISTING CONDITIONS PRIOR TO

CONSTRUCTION. ANY OMISSIONS, DISCREPANCIES, OR

CONFLICTS MUST BE REPORTED TO THE

ARCHITECT/ENGINEER IMMEDIATELY UPON DISCOVERY.

10 PROVIDE FIRE RETARDANT TREATED SOLID WOOD

BLOCKING IN WALL BEHIND ALL ACCESSORIES AND

MIRRORS FOR MOUNTING.

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U S

Y C

O R

D R

B Y:

E D

B Y:

D B

C H

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

S U

R E

N D

AS-100

BLDG 10

C O

S, O H

C B

N P2

F Y:

. C

R K

R . C

C H

6, W

2Q R

-1 9-

D -0

E, K

SHEET KEYNOTES

1 DSCC FIRE STATION

2 DSCC MAIN GATE; ENTRANCE FOR CONSTRUCTION

WORKERS; ALWAYS OPEN

3 E BROAD STREET GATE (PEDESTRIAN ONLY)

4 PROPOSED PRIMARY CONTRACTOR LAYDOWN YARD

5 PRIMARY TRUCK ENTRANCE, JAMES RD GATE

6 WORK LOCATION

7 PROPOSED SECONDARY CONTRACTOR LAYDOWN YARD

8 USACE OFFICE

PROPOSED PRIMARY HAUL ROUTE

GENERAL SHEET NOTES

1 PRIMARY TRUCK ENTRANCE, JAMES ROAD

GATE, HOURS OF OPERATION ARE 0700-1500

(INBOUND); 0700-1630 (OUTBOUND). IF JAMES

ROAD IS CLOSED THEN MAIN GATE MAY BE

USED FOR TRUCKS ON TEMPORARY BASIS

WITH APPROVAL

2 WAREHOUSE SPACE IN SECTION 9 IS ALSO

AVAILABLE TO CONTRACTOR FOR ADDITIONAL

PROPOSED LAYDOWN AREA

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1000A

1106A

1106B

1120 1121

100310041005

11051106

JIHGF

EDCBA

1028 1024

SECTION 9 SECTION 10 SECTION 11

THIS HATCH PATTERN IS USED ON PLANS TO

DENOTE AREAS OF THE EXISTING BUILDING THAT

ARE NOT INVOLVED IN THE SCOPE OF WORK.

KEYPLAN

SECTION 10 SECTION 11

GRAPHIC SCALE:

16' 08' 32' 48'16'

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

SHEET ID

U S

Y C

O R

D R

B Y:

E D

B Y:

D B

C H

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

S U

R E

N D

AE110

BLDG 10

G F

R P

C O

S, O H

C B

N P2

F Y:

. C

R K

R . C

C H

6, W

2Q R

-1 9-

D -0

E, K

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

EXISTING FLOOR PLAN

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4 4

3 3 3

3 3 3 3

3 3 3

3 4

AD401

AD402

AD401

JIHGF

EDCBA

7 7

SECTION 10 SECTION 11

TYP.

1000B

1000A

1106A

1106B

11051106

1028 1024

KEYPLAN

SECTION 10 SECTION 11

GRAPHIC SCALE:

16' 08' 32' 48'16'

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

SHEET ID

U S

Y C

O R

D R

B Y:

E D

B Y:

D B

C H

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

S U

R E

N D

AD110

BLDG 10

D E

M O

O N

O R

C O

S, O H

C B

N P2

F Y:

. C

R K

R . C

C H

6, W

2Q R

-1 9-

D -0

E, K

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

DEMOLITION FLOOR PLAN

GENERAL SHEET NOTES

1 VERIFY ALL SURROUNDINGS AND CONCEALED ITEMS

PRIOR TO DEMOLITION. ALL ITEMS DAMAGED DURING

DEMOLITION THAT ARE TO REMAIN, SALVAGED AND

RETURNED TO GOVERNMENT WILL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO BE REPLACED

TO ITS ORIGINAL STATE.

2 REFER TO SHEET A-001 FOR PHASING LEGEND.

3 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING

SAFETY AND CLEANLINESS. DUST MUST BE SWEPT UP

AND DEBRIS MUST BE REMOVED AT THE END OF EACH

DAY.

4 CONTRACTOR SHALL PATCH, REPAIR, AND PAINT, AS

NECESSARY, ALL AREAS DAMAGED DURING DEMOLITION

IN PREPARATION FOR NEW CONSTRUCTION.

5 CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

CONDITIONS AND EXTENTS PRIOR TO COMMENCING WITH

DEMOLITION. WHERE REMOVAL OF EXISTING

CONSTRUCTION IMPACTS NEW WORK, COORDINATE

DEMOLITION WITH NEW WORK.

6 COORDINATE SLAB DEMOLITION WITH STRUCTURAL

DRAWINGS. IN AREAS WHERE SLAB SAW CUTS GO BELOW

EXISTING WALLS, CONTRACTOR TO REMOVE AND

REPLACE WALL AS NEEDED. ANY PATCH AND REPAIR

NEEDS TO MATCH ADJACENT SURFACES.

SHEET KEYNOTES

1 REMOVE DOOR, HARDWARE AND FRAME IN ITS ENTIRETY

UNLESS NOTED OTHERWISE

2 EXISTING TENANT SPACE TO REMAIN.

3 REMOVE FLOORING

4 REMOVE FLOOR TILE, TOILET FIXTURES, LAVS,

COUNTERS, PARTITIONS, AND ACCESSORIES IN THEIR

ENTIRETY UNLESS NOTED OTHERWISE

5 REMOVE PORTION OF WALL IN PREPARATION FOR NEW

DOOR

6 REMOVE WALL IN ITS ENTIRETY UNLESS NOTED

OTHERWISE

7 REMOVE THE WALL IN ITS ENTIRETY WITH THE

EXCEPTION OF STUDS

8 EXISTING EXPOSED STEEL COLUMN, TYPICAL

9 EXISTING COLUMN ENCLOSURE, TYPICAL

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9' - 0"

SECTION 10 SECTION 11

TYP1

1000B

1000A

1106A

1106B

11051106

1028 1024

DEMOLITION CEILING LEGEND

REMOVE EXISTING 2X4 LIGHT FIXTURE

REMOVE EXISTING 2X4 ACT AND GRID

REMOVE EXISTING SUPPLY DIFFUSER

REMOVE EXISTING EMERGENCY EGRESS

WALLPACK OR REMOTE HEAD LIGHT

REMOVE EXISTING EXIT LIGHT

REMOVE EXISTING DUAL EXIT LIGHT

REMOVE EXISTING RETURN GRILLE

REMOVE EXISTING DUCT

REMOVE EXISTING 2X2 LIGHT FIXTURE

KEYPLAN

SECTION 10 SECTION 11

GRAPHIC SCALE:

16' 08' 32' 48'16'

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

SHEET ID

U S

Y C

O R

D R

B Y:

E D

B Y:

D B

C H

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

S U

R E

N D

AD111

BLDG 10

N C

N G

C O

S, O H

C B

N P2

F Y:

. C

R K

R . C

C H

6, W

2Q R

-1 9-

D -0

E, K

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

DEMOLITION CEILING PLAN

GENERAL SHEET NOTES

1 REMOVE CEILING AND GRID IN ITS ENTIRETY. ALL CEILING

MOUNTED DEVICES TO BE REMOVED AS WELL. SEE

MECHANICAL, ELECTRICAL, AND LIFE SAFETY / FIRE

PROTECTION DRAWINGS FOR ADDITIONAL INFORMATION.

2 EXISTING CEILING HEIGHTS ARE APPROXIMATELY 9'-0".

CONTRACTOR TO FIELD VERIFY EXISTING CEILING

HEIGHT(S).

SHEET KEYNOTES

1 EXISTING HATCH AND GWB SOFFIT TO REMAIN (TYP).

2 DEMOLISH EXISTING HATCH AND GWB SOFFIT.

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1 1

7 7

5 555

TYP.

3' - 4" 1' - 0" 3' - 4"

8' - 0 3/4" 7' - 2 3/4" 19' - 11 3/4"2' - 8" 3' - 4"

2' - 5 1/2"

14' - 0"

EDC

1' - 10"

2 2

1' - 1"

1' - 10 1/2"

10041005

1000B

10271028 1024

4' 02' 8' 12'4'

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

SHEET ID

U S

Y C

O R

D R

B Y:

E D

B Y:

D B

C H

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

S U

R E

N D

AD401

BLDG 10

D E

M O

O N

E N

N S

C O

S, O H

C B

N P2

F Y:

. C

R K

R . C

C H

6, W

2Q R

-1 9-

D -0

E, K

SCALE: 1/4" = 1'-0"AD110

DEMOLITION ENLARGED PLANA1

SCALE: 1/4" = 1'-0"AD110

DEMOLITION ENLARGED PLANH1

SHEET KEYNOTES

1 REMOVE DOOR IN ITS ENTIRETY

2 REMOVE FLOORING

3 REMOVE MIRROR

4 REMOVE FLOOR TILE

5 REMOVE PORTION OF WALL IN PREPARATION FOR NEW

DOOR, APPROXIMATELY 28 SQ FT

6 REMOVE LAVATORY AND COUNTERTOPS ENTIRELY

7 REMOVE TOILET PARTITIONS AND ALL TOILET

ACCESSORIES COMPLETELY

8 REMOVE WALL IN ITS ENTIRETY

9 REMOVE PORTION OF WALL IN PREPARATION FOR NEW

STOREFRONT

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3 3 3 3

3 3 3

3 2

6 6

TYP 4

7 7

7 7 7 7

9' - 0 1/4"

21' - 1 1/2"

89 9

1106A

1106B

1120 1121

4' 02' 8' 12'4'

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

SHEET ID

U S

Y C

O R

D R

B Y:

E D

B Y:

D B

C H

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

S U

R E

N D

AD402

BLDG 10

D E

M O

O N

E N

N S

C O

S, O H

C B

N P2

F Y:

. C

R K

R . C

C H

6, W

2Q R

-1 9-

D -0

E, K

SCALE: 1/4" = 1'-0"AD110

DEMOLITION ENLARGED PLAND2

SHEET KEYNOTES

1 REMOVE ELECTRICAL WATER COOLER

2 REMOVE FLOOR TILE

3 REMOVE FLOORING

4 REMOVE LAVATORY AND LAVATORY COUNTERTOPS

ENTIRELY

5 REMOVE PORTION OF WALL IN PREPARATION FOR NEW

DOOR, APPROXIMATELY 28 SQ FT

6 REMOVE DRYWALL FINISH FROM EXISTING METAL STUD

FRAMED WALLS.

7 REMOVE TOILET PARTITIONS AND ALL TOILET

ACCESSORIES COMPLETELY

8 REMOVE WALL IN ITS ENTIRETY

9 REMOVE DOOR IN ITS ENTIRETY

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41' - 1"

WOMEN'S

RESTROOM

MEN'S

RESTROOM

JANITOR'S

CLOSET

NURSING

1005B

MEN'S LOCKER

ROOM

1004A

JANITOR'S

CLOSET

WOMEN'S

LOCKER ROOM

1001A

CLASSROOM

1001B

CONFERENCE

ROOM

OFFICE

1106A

OFFICE

1106B

OFFICE

MOCK MARINES

RECRUITING

OFFICE

11024

OFFICE

1004B

UTILITY ROOM

OFFICE

IT WORKSHOP

IT OFFICE SPACE

SERVER ROOM

1005A

MEN'S

RESTROOM

WOMEN'S

RESTROOM

1002A

WOMEN'S

SHOWERS1005C

MEN'S SHOWERS

1000D

STORAGE

22' - 0 1/2"

A-401 A1

A-401 H1

A-403 H1

A-404 A1

A-404 A11

A-403 A1

OPEN OFFICE

AREA

1000A

OPEN OFFICE

AREA

OPEN OFFICE

AREA

1000B

CORRIDOR

A-405 A1

A-405 J1

JIHGF

1000C

OPEN OFFICE

AREA

EDCBA

SECTION 10 SECTION 11

ALIGN

A-402 A1

A-402 H1

ROOM

3 3

2 7

KEYPLAN

SECTION 10 SECTION 11

GRAPHIC SCALE:

16' 08' 32' 48'16'

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

SHEET ID

U S

Y C

O R

D R

B Y:

E D

B Y:

D B

C H

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

S U

R E

N D

A-110

BLDG 10

O R

C O

S, O H

C B

N P2

F Y:

. C

R K

R . C

C H

6, W

2Q R

-1 9-

D -0

E, K

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

FLOOR PLAN

SHEET KEYNOTES

1 EXISTING SERVER ROOM, NIC

2 PROVIDE ZINC COATED STEEL, 12'-0" TALL SECURITY

FENCING AND GATES FOR LOCKABLE STORAGE AREA.

CONTRACTOR TO INSTALL FENCE ATTACHED TO THE

INSIDE FACE OF COLUMNS.

3 WALL MOUNTED FIRE EXTINGUISHER

4 PATCH AND REPAIR EXTERIOR WALL WHERE AN EXISTING

EXHAUST FAN AND ASSOCIATED DUCT WERE REMOVED.

SEE MECHANICAL DRAWINGS.

5 SEE ELECTRICAL SHEETS FOR WORK IN THIS AREA

6 10 EXISTING PAIRS OF DOORS TO REMAIN. DOORS,

FRAMES AND HARDWARE ARE TO REMAIN. DOORS AND

FRAMES ARE TO BE PREPPED AND PAINTED ON THE SIDE

OCCURRING WITHIN THE LIMITS OF WORK

7 CONTRACTOR TO PROVIDE DRAFT CURTAIN IN THIS

SPACE. SHEET METAL DRAFT CURTAIN TO EXTEND DOWN

FROM ACT CEILING MIN. 18"

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OFFICE

1106A

OFFICE

1106B

OFFICE

OFFICE 1121

OFFICE

OPEN OFFICE

AREA

MOCK MARINES

RECRUITING

OFFICE1028

OFFICE

WOMEN'S

RESTROOM

MEN'S

RESTROOM

JANITOR'S

CLOSET

NURSING

1005B

MEN'S LOCKER

ROOM 1004A

JANITOR'S

CLOSET

WOMEN'S

LOCKER ROOM

1001A

CLASSROOM

1001B

CONFERENCE

ROOM

OFFICE

1004B

UTILITY ROOM

OFFICE

IT WORKSHOP

IT OFFICE SPACE

SERVER ROOM

1005A

MEN'S

RESTROOM

WOMEN'S

RESTROOM

1002A

WOMEN'S

SHOWERS

1005C

MEN'S SHOWERS

1000D

STORAGE

OPEN OFFICE

AREA

OPEN OFFICE

AREA

1000B

CORRIDOR

1000C

OPEN OFFICE

AREA 1025

OFFICE

A-406 J1

A-406 A1

EDCBA

SECTION 10 SECTION 11

ROOM

ROOM10' - 0"

10' - 0"

LEGEND

GYPSUM BOARD (PAINTED)

2'-0" X 4'-0" ACT @ +/- 9'-0" AFF. NEW CEILING

GRID TO BE ATTACHED TO WALLS .

CONTRACTOR TO VERIFY FINAL CEILING

HEIGHT IN FIELD.

FOR ROOMS 1005C, 1005A, 1004B, 1004A, 1003,

1002A, 1106, 1115, 1105

2X4 LIGHT FIXTURE

SUPPLY DIFFUSER

EXIT SIGN

DOWN LIGHT

EXHAUST FAN

2X4 EMERGENCY LIGHT FIXTURE

EMERGENCY DOWN LIGHT

SUPPLY DIFFUSER

RETURN GRILLE

9' - 0" CEILING TAG

HEIGHT A.F.F.

KEYPLAN

SECTION 10 SECTION 11

GRAPHIC SCALE:

16' 08' 32' 48'16'

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

SHEET ID

U S

Y C

O R

D R

B Y:

E D

B Y:

D B

C H

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

S U

R E

N D

:3 9:

A-111

BLDG 10

C E

G P

C O

S, O H

C B

N P2

F Y:

. C

R K

R . C

C H

6, W

2Q R

-1 9-

D -0

E, K

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

REFLECTED CEILING PLAN

GENERAL SHEET NOTES

1 REFER TO MECHANICAL AND ELECTRICAL DRAWINGS

FOR LIGHTING AND MECHANICAL FIXTURES.

2 REFER TO SPECIFICATIONS FOR ACCESS PANEL

REQUIREMENTS IN CEILINGS.

3 METAL STUD FRAMING FOR GYPSUM BOARD CEILINGS

SHALL BE SPACED AT 24" O.C.

4 CONTRACTOR TO CENTER SPRINKLER HEADS IN MIDDLE

OF CEILING TILE TO GREATEST EXTENT POSSIBLE.

SHEET KEYNOTES

1 EXISTING HATCH AND GWB SOFFIT TO REMAIN (TYP).

CONTRACTOR TO ATTACH CEILING GRIDS TO SOFFITS.

2 PROVIDE HATCH AND GWB SOFFIT. CONTRACTOR TO

ATTACH CEILING GRIDS TO SOFFITS.

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1005B

MEN'S LOCKER

ROOM

1000D

STORAGE

1005C

MEN'S SHOWERS

1005A

MEN'S

RESTROOM

1004A

JANITOR'S

CLOSET

1004B

UTILITY ROOM

WOMEN'S

RESTROOM

1002A

WOMEN'S

SHOWERS

WOMEN'S

LOCKER ROOM

11 1/2"

010-I-1004A

I-1

4B 010-I-1002A

10' - 0 3/4" 8' - 1 1/4" 8" 18' - 7 3/4" 5' - 5" 7' - 1 3/4" 12' - 0 1/2" 8' - 0 1/4" 9' - 10"

4" 3'

3/ 4"

8" 3'

5" 5'

P13A

20' - 1 3/4" 8' - 8 1/2"

2' - 8"

11' - 4 1/2" 6' - 0 1/2" 1' - 3" 11' - 10 3/4" 0" 17' - 10"

010-I-1005C

EDCBA

2' - 1"

4" 3'

5" 5'

3/ 4"

3' - 6 1/4"

A-411 C7

1' - 6"

5' - 3 3/4"

2' - 3 3/4" 5' - 1 3/4" 4' - 3 1/2" 2' - 0"

010-I-1003

3' - 6 1/4"

010-I-1000D 010-I-1005B 010-I-1005A 010-I-1002

4' - 9 3/4"

1' - 8" 5' - 0 1/4" 4' - 4 1/4"

4' - 9 3/4"

CLEAR

2' - 6"

CLEAR

2' - 6"

4' - 9 3/4"

CLEAR

2' - 9 1/2"

CLEAR

2' - 9 1/2"

P12

P26

P12C

P12B

P26

P12BP12B

P12

P12A

P12B

P12C

P13A

P12C

P12B

P12F

P12BP13AP13A

P13A

P12C

P12B

P12F

P13

P13P13

P12B

P12

P12B

P12F

P12C

CLEAR

3' - 0"

CLEAR

3' - 0" 5' - 3 3/4"

2" 3'

1" 3'

P26

P12B

P26 P26

P26

P13A

5' - 1 1/4"

4" 3'

2" 3'

WOMEN'S

RESTROOM

JANITOR'S

CLOSET

MEN'S

RESTROOM

NURSING

010-I-1106 010-I-1116

8' - 1 1/4" 9' - 6 3/4" 8' - 1 1/4" 7' - 11 3/4"

12' - 0 1/2" 1' - 7 1/4" 9' - 8 1/2" 10' - 0 3/4"

5' - 0 1/2" 1"

5' - 0"

2' - 4"

A-411 C1

5' - 0"

3" 2'

3/ 4" 010-I-1105

010-I-1115

4" 3'

1/ 2"

A-412 A7 2' - 2"

CLEAR

4' - 0"

1' - 0"

P13A

P12B

P12B P13A

P26 P26

P13A

P12B

P13AP13A

P13A

P12

P12B

2" 3'

1" 5'

1/ 2"

2" 3'

P13A

P12B

P13A

CLEAR

4' - 0"

4' 02' 8' 12'4'

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

SHEET ID

U S

Y C

O R

D R

B Y:

E D

B Y:

D B

C H

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

S U

R E

N D

:4 0:

A-401

BLDG 10

R G

C O

S, O H

C B

N P2

F Y:

. C

R K

R . C

C H

6, W

2Q R

-1 9-

D -0

E, K

SCALE: 1/4" = 1'-0"A-110

ENLARGED PLANSA1

SCALE: 1/4" = 1'-0"A-110

ENLARGED PLANSH1

GENERAL SHEET NOTES

1 REFER TO FINISH SCHEDULE ON SHEET I-601.

2 REFER TO SPECIAL ITEMS SCHEDULE ON SHEET I-602

FOR TOILET PARTITION, COUNTER TOP FINISHES,

LOCKERS AND BENCHES.

3 ALL DIMENSIONS ARE MEASURED TO FACE OF STUD ON

PLANS AND FACE OF GYPSUM BOARD OR FACE OF TILE

ON WALLS IN RESTROOMS AND SHOWERS.

4 SLOPE FLOORS TO DRAIN WHERE SPECIFICALLY NOTED

ON PLANS. REFER TO PLUMBING DRAWINGS.

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A-410

A-410 H8H1

A-410 L8

A-410

B1E1

EDCBA

1005B

MEN'S LOCKER

ROOM

1000D

STORAGE

1005C

MEN'S SHOWERS

1005A

MEN'S

RESTROOM

1004A

JANITOR'S

CLOSET

1004B

UTILITY ROOM

WOMEN'S

RESTROOM

1002A

WOMEN'S

SHOWERS

WOMEN'S

LOCKER ROOM

4 4

08 09

02 02

07,13

10 10

A-411L1 L7 A-411H7

A-420

WOMEN'S

RESTROOM

JANITOR'S

CLOSET

MEN'S

RESTROOM

NURSING

6 7

4 4 33

10 10

2' - 2"

05 05

4' 02' 8' 12'4'

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

SHEET ID

U S

Y C

O R

D R

B Y:

E D

B Y:

D B

C H

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

S U

R E

N D

A-402

BLDG 10

R G

C O

S, O H

C B

N P2

F Y:

. C

R K

R . C

C H

6, W

2Q R

-1 9-

D -0

E, K

SCALE: 1/4" = 1'-0"A-110

ENLARGED PLANSA1

SCALE:…

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File details come from the government source that posted it. Updated Mar 29, 2024.