W912QR25RA031_Plans-0003.pdf

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of theoffer submitted;

or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER.

If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

16C. DATE SIGNED

Previous edition unusable STANDARD FORM 30 (REV. 11/2016) Prescribed by GSA FAR (48 CFR) 53.243

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE PAGE OF PAGES

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBE

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

J 1 4

0003 16 JUL 2025 503172

W912QR

W072 ENDIST LOUISVILLE

KO CONTRACTING DIVISION, 600 DR MARTIN LUTHER KING JR PL

LOUISVILLE, KY 40202-2230

UNITED STATES

JESSE SCHARLOW, EMAIL: JESSE.E.SCHARLOW@USACE.ARMY.MIL TELEPHONE:

(502) 315-6183

SCD: PAS:

W912QR25RA031

27 MAY 2025

SEE SECTION G - CONTRACT ADMINISTRATION DATA

SOLICITATION NO. W912QR25RA031 FOR THE CONSTRUCTION OF AN ADVANCED SKILLS TRAINING BARRACKS AT FT. BUCHANAN, PUERTO RICO IS HEREBY

AMENDED AS FOLLOWS:

SEE SUMMARY OF CHANGES

ADAM M. WANTLAND

16 JUL 2025

W912QR25RA031_Plans-0003

SUMMARY OF CHANGES – Amendment 0003

a. The following Clauses have been added to Section 00 70 00 - Conditions of the Contract.

• 52.228-3 Workers’ Compensation Insurance (Defense Base Act)

b. The following DRAWINGS have been replaced in their entirety.

S-201 SECOND FLOOR FRAMING PLAN

A-101 FLOOR PLANS

A-311 WALL SECTIONS

A-401 LEVEL 1 ENLARGED CORE PLAN

A-402 LEVEL 2 ENLARGED CORE PLAN

A-403 ENLARGED UNIT PLAN AND INTERIOR ELEVATIONS

A-404 ENLARGED RESTROOM PLANS AND INTERIOR

ELEVATIONS A-405 ENLARGED RESTROOM PLANS AND INTERIOR

ELEVATIONS A-407 ENLARGED LAUNDRY PLAN SECTION AND

ELEVATION

A-408 ENLARGED ELEVATOR AND STAIR PLANS

A-409 STAIR SECTIONS AND DETAILS

A-601 PARTITION TYPES

52.228-3 Workers’ Compensation Insurance (Defense Base Act).

Workers’ Compensation Insurance (Defense Base Act) (Jul 2014)

(a)The Contractor shall

(1) Before commencing performance under this contract, establish provisions to provide for the payment of disability compensation and medical benefits to covered employees and death benefits to their eligible survivors, by purchasing workers’ compensation insurance or qualifying as a self-insurer under the Longshore and Harbor Workers’ Compensation Act ( 33 U.S.C. 932) as extended by the Defense Base Act ( 42 U.S.C.1651, etseq.), and continue to maintain provisions to provide such Defense Base Act benefits until contract performance is completed;

(2) Within ten days of an employee’s injury or death or from the date the Contractor has knowledge of the injury or death, submit Form LS-202 (Employee’s First Report of Injury or Occupational Illness) to the Department of Labor in accordance with the Longshore and Harbor Workers’ Compensation Act ( 33 U.S.C. 930(a), 20 CFR 702.201 to 702.203);

(3) Pay all compensation due for disability or death within the time frames required by the Longshore and Harbor Workers’ Compensation Act ( 33 U.S.C. 914, 20 CFR 702.231 and 703.232);

(4) Provide for medical care as required by the Longshore and Harbor Workers’ Compensation Act ( 33 U.S.C. 907, 20 CFR 702.402 and 702.419);

(5) If controverting the right to compensation, submit Form LS-207 (Notice of Controversion of Right to Compensation) to the Department of Labor in accordance with the Longshore and Harbor Workers’ Compensation Act ( 33 U.S.C. 914(d), 20 CFR 702.251);

(6) Immediately upon making the first payment of compensation in any case, submit Form LS- 206 (Payment Of Compensation Without Award) to the Department of Labor in accordance with the Longshore and Harbor Workers’ Compensation Act ( 33 U.S.C. 914(c), 20 CFR 702.234);

(7) When payments are suspended or when making the final payment, submit Form LS-208 (Notice of Final Payment or Suspension of Compensation Payments) to the Department of Labor in accordance with the Longshore and Harbor Workers’ Compensation Act ( 33 U.S.C. 914(c) and (g), 20 CFR 702.234 and 702.235); and

(8) Adhere to all other provisions of the Longshore and Harbor Workers’ Compensation Act as extended by the Defense Base Act, and Department of Labor regulations at 20 CFR Parts 701 to 704.

(b) For additional information on the Longshore and Harbor Workers’ Compensation Act requirements see http://www.dol.gov/owcp/dlhwc/lsdba.htm.

(c) The Contractor shall insert the substance of this clause, including this paragraph (c), in all subcontracts to which the Defense Base Act applies.

(End of clause)

DN

DNDN

UP

UP

UP

A-302

A

A-301

B F H M

C D E G J K L NA

DASHED LINE

INDICATES ROOF

OVERHANG ABOVE

ROOF OVERHANG

TOILET

223A

TOILET

224A

TOILET

222A

TOILET

221A

TOILET

OPEN BAY

OPEN BAY

OPEN BAY

OPEN BAY

MECH

JAN

ELEC

LAUNDRY

DAYROOM

SM. MTG.

201A

STOR.

2 PERSON

SLEEPING

2 PERSON

SLEEPING

2 PERSON

SLEEPING

2 PERSON

SLEEPING

2 PERSON

SLEEPING

2 PERSON

SLEEPING

2 PERSON

SLEEPING

2 PERSON

SLEEPING

2 PERSON

SLEEPING

2 PERSON

SLEEPING

2 PERSON

SLEEPING

2 PERSON

SLEEPING

SM. TR 2

CORRIDOR

CORRIDOR

CORRIDOR

206 205

220A

221A

222A224A

201A

210 203

251A 251B

251C

249A249B

249C

247A 247B

247C

245A245B

245C

243A 243B

243C

241A241B

241C

250A250B

250C

248A 248B

248C

246A246B

246C

244A 244B

244C

242A242B

242C

252A 252B

252C

223A

240220 240A

STAIR

VENT

207A

207A

LINEN

ELEV

V V

A-303

A-402

A-408

7A-408

1W11W1

1W1

1W1

W1A

W1A

W1A

W1A

1W11W11W11W11W1

1W11W11W11W11W1

1W1

A-303

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

A-302

W1 W1

W1 W1 W1W1

W1W1

W1 W1

W1W1W1 W1 W1

W1W1W1W1 W1 W1

L1L1

W1 W1

W1 W1

W1

A-530

L2 W13

W1

F.5 G.5

F1BF1BF1BF1BF1BF1B

F1B F1B F1B F1B F1B F1B

1W11W1

F2B

TYPTYP

A-302

A

A-301

B F H M

C D E G J K L NA

ROOF OVERHANG

TOILET

123A

TOILET

124A

TOILET

122A

TOILET

121A

TOILET

2 PERSON

SLEEPING

2 PERSON

SLEEPING

2 PERSON

SLEEPING

2 PERSON

SLEEPING

2 PERSON

SLEEPING

2 PERSON

SLEEPING

2 PERSON

SLEEPING

2 PERSON

SLEEPING

2 PERSON

SLEEPING

2 PERSON

SLEEPING

2 PERSON

SLEEPING

2 PERSON

SLEEPING

151OPEN BAY

OPEN BAY

OPEN BAY

OPEN BAY

STAIR

MECH

ELEC

105JAN

LAUNDRY

DAYROOM

VESTIBULE

SM.

MEETING

LINEN

CORRIDOR

CORRIDOR

CORRIDOR

COVERED ENTRY

ELEV EQUIP.

RM.

101A

123A

112124A

151A 151B

151C

149A149B

149C

147A 147B

147C

145A145B

145C

150A150B

150C

148A 148B

148C

146A146B

146C

144A 144B

144C

142A142B

142C

152A 152B

152C

121A

122A

146144

123 121

124 122 104

140A 120A

VENT

108A

141A

108A

SM. TR 1

141 143

MECH YARD

ELEV

V V

A-303

A-401

A-408

A-404

A-405

A-408

1W1

1W1 W1A

1W1

1W1

1W11W11W11W11W1

1W1

1W11W11W11W11W1

A-303

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

A-403

A-403

A-303

C L E

A R

/8

/8

C L E

A R

A-302

W1W1W1W1 W1W1W1 W1 W1

A-530

TYP.

2 2 2 2

2 2

W1

W1W1W1W1W1W1

W1 W1 W1 W1 W1 W1 W1W1W1W1 W1

F.5 G.5

143A

W1B

DNDN

DN

DN

11'-10"

F2B

1W1

F2B

F1A

F1B

W3C

W1C W1C

F1A

W1A

F1B

W3A

F1B F1B

1W1

F1BF1B 1W1 F1B

F1BF1BF1BF1B

TYP

F1B

A. SEE ALSO ENLARGED PLANS

B. SEE CIVIL DWGS FOR BUILDING FINISH

FLOOR ELEVATION AND FINISH GRADING

ALONG THE PATH OF TRAVEL FROM THE

BUILDING. COORDINATE STARTING AND

ENDING ELEVATIONS OF RAMPS AND

EXTERIOR STEPS OR STAIRS AND LANDINGS.

C. FIRST AND SECOND FLOOR WINDOW

OPENINGS TO ALIGN VERTICALLY

D. INTERIOR DESIGN DRAWINGS FOR FINISHES

AND FF&E

E. SEE A-102 FOR DIMENSIONAL PLANS.

NON-RATED PARTITION

FIRE-RATED PARTITION

SEE SHEET A-601 FOR PARTITION TYPES.

EXTERIOR CONCRETE FLOORS,

RAMPS, AND STAIRS

PRECAST CONCRETE

EXTERIOR WALLS

G M

H

IL

L

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

PLAN NORTH

3/32"=1'-0SCALE:

5' 10' 20' 30'

TRUE

NORTH

W H

IT

N

E Y

S T

R E

E T

F

O R

T B

U C

H A

N A

N G

U A

Y N

A B

O

P

U E

R T

O R

IC

O

A D

V A

N C

E D

S K

IL

L S

T R

A

IN

IN

G

A

S T

B

A R

R A

C K

S

P N

P

A u to d e s k D o c s /F

B P

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S T

B A

R R

A C

K S

/A

F B

P R

A S

T B

A R

R A

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S R

.r v t

/9

/2

:5

:5

P M

A-101

F L O

O R

P L A

N S

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U

IS

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IL

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D

R M

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T

IN

L U

T H

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IN

G J R

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L O

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V

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L E

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Y

-2

G M

H

IL

L E

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IN

E

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IN

G

P

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IP

S

H W

Y S

U

IT

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J A

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S O

N V

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L E

F

L

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U N

A V

A N

T

C R

E D

M O

N D

W P

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R

IS

H

M M

A R

T

IN

E Z

/2

/2

C E

R T

IF

IE

D F

IN

A

L

SCALE: 3/32" = 1'-0"A-101

SECOND FLOOR PLAN2

SCALE: 3/32" = 1'-0"A-101

FIRST FLOOR PLAN1

GENERAL SHEET NOTES

SHEET KEYNOTES

1 WALL PANEL. 11" PRECAST CONC. INSULATED MIN. R-10.

2 DOWNSPOUT. PREFIN. ALUM. 4X6 RECT. FIT WITH STEEL

BOOT AT BOTTOM TO SUB-GRADE STORM DRAIN SYSTEM

SEE CIVIL. MATCH ROOF & GUTTER COLOR ATTACH TO

WALL W/ MATCHING BRACKETS AND FASTENERS

3 WINDOW. ALUM. INSULATED, IMPACT RESISTANT,

OPERABLE

4 <varies>

5 MECH YARD CONCRETE-EQUIPMENT PAD SLAB SEE

STRUCT.

6 CONCRETE- WALK - HEAVY BROOM FINISH.

7 CONC. STAIR TREADS AND RISERS.

8 SCREEN WALL: CMU PILASTERS WITH ARCHITECTURAL

CMU BETWEEN SEE STRUCT'L FOR PILASTER DET.

9 PREFINISHED STANDING SEAM METAL ROOF

LEGEND

A

M E

N D

M E

N T

/2 /2

A

M E

N D

M E

N T

/0 9 /

TO

DD

E. DUNAVANT

07-09-2025

W

2Q R

R

A0

_P la ns -0

LVL 1

0' - 0"

LVL 2

12' - 0"

T.O. WALL

22' - 0"

H

MECH

2 PERSON

SLEEPING

MECH

2 PERSON

SLEEPING

VAPOR BARRIER

CONCRETE SLAB-

ON-GRADE

MECHANICAL

PIPING

ACOUSTICAL CEILING

PANEL SYSTEM

V A

R

IE

S

" 5/8" GWB

METAL FRAMINGRIGID INSULATION

STEEL JOISTS

COMPOSITE METAL

DECK WITH CONCRETE

FILL

(2) 5/8" GWB

SEE PLAN FOR

PARTITION TYPE.

FIRE-RATED CEILING

ASSEMBLY, UL G509

METAL FRAMING

RIGID INSULATION

ACOUSTICAL CEILING

PANEL SYSTEM

METAL ROOF DECK

RIGID ROOF INSULATION

STEEL JOISTS

CAST-IN-PLACE (CIP) CONCRETE,

6". SEE STRUCTURAL DWGS S-101

AND S-304.

LVL 1

0' - 0"

LVL 2

12' - 0"

T.O. WALL

22' - 0"

M

/2

/2

PRECAST

CONCRETE PANEL

CAST-IN-PLACE

STAIR LANDING

VOID

PRECAST INSULATED

CONCRETE PANEL

METAL FRAMING

5/8" GWB

ALUM. HANDRAIL

PRECAST

CONCRETE PANEL

CAST-IN-PLACE

STAIR LANDING

A-510

OPP.

ACOUSTICAL PANEL

CEILING SYSTEM

FIRE-RATED CEILING

ASSEMBLY, UL G509

COMPOSITE METAL

DECK WITH CONCRETE

FILL

METAL FRAMING

5/8" GWB

ACOUSTICAL PANEL

CEILING SYSTEM

2 PERSON

SLEEPING

2 PERSON

SLEEPING

" 4

LIGHT FIXTURE. EXTERIOR.

WALL-MOUNTED. SEE ELEC

DWGS.

LIGHT FIXTURE. EXTERIOR.

WALL-MOUNTED. SEE ELEC

DWGS.

A. SEE ID DRAWINGS FOR INTERIOR FINISH SCHEDULE,

CORNER GUARDS, AND F.F.&E. TYP.

B. SLOPE EXTERIOR STOOPS AWAY FROM BUILDING,

UNLESS AN AREA DRAIN IS PROVIDED. AREA DRAIN

PIPING TO CONNECT TO STORM DRAIN SYSTEM PER

CIVIL DWGS.

C. SEE CIVIL DWGS FOR BUILDING FINISH FLOOR

ELEVATION AND FINISH GRADING ALONG THE PATH OF

TRAVEL FROM THE BUILDING. COORDINATE STARTING

AND ENDING ELEVATIONS OF RAMPS AND EXTERIOR

STEPS OR STAIRS AND LANDINGS.

D. EXTERIOR STAIRS: PROVIDE STORM DRAIN INLETS AND

RAIN LEADERS AT EXTERIOR ELEVATED STAIR

LANDINGS. ALL WALKING SURFACES REQUIRE NON-

SLIP FINISH.

E. ALL HANDRAILS WALL MOUNTED OR POST MOUNTED,

PROVIDE CONCEALED STAINLESS STEEL ANCHORS.

F. ALL EXTERIOR STAIR TREADS SLOPE TO DRAIN MAX. 1%

G. STAIR NOSING 1/2" RADIUS ANTI-SLIP SURFACE

TREATMENT ON TREAD. EDGE OF NOSING

OVERHANGS TREAD BY MAX. 1" WITH ANGLED RISER

FACE.

G M

H

IL

L

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

1/2"=1'-0SCALE:

1' 2' 4' 6'

W H

IT

N

E Y

S T

R E

E T

F

O R

T B

U C

H A

N A

N G

U A

Y N

A B

O

P

U E

R T

O R

IC

O

A D

V A

N C

E D

S K

IL

L S

T R

A

IN

IN

G

A

S T

B

A R

R A

C K

S

P N

P

A u to d e s k D o c s /F

B P

R A

S T

B A

R R

A C

K S

/A

F B

P R

A S

T B

A R

R A

C K

S R

.r v t

/9

/2

:5

:5

P M

A-311

W A

L L S

E C

T

IO

N S

L O

U

IS

V

IL

L E

D

R M

A R

T

IN

L U

T H

E R

K

IN

G J R

P

L A

C E

L O

U

IS

V

IL

L E

K

Y

-2

G M

H

IL

L E

N G

IN

E

E R

IN

G

P

H

IL

IP

S

H W

Y S

U

IT

E

J A

C K

S O

N V

IL

L E

F

L

T D

U N

A V

A N

T

C R

E D

M O

N D

W P

A R

R

IS

H

M M

A R

T

IN

E Z

/2

/2

C E

R T

IF

IE

D F

IN

A

L

1/2" = 1'-0"A-311

WALL SECTION2

1/2" = 1'-0"A-311

EAST STAIR CROSS SECTION1

GENERAL SHEET NOTES

A

M E

N D

M E

N T

/0 9 /

TO

DD

E. DUNAVANT

07-09-2025

W

2Q R

R

A0

_P la ns -0

A-302

A-311

F H

G

A-409

A-405

TOILET

2 PERSON

SLEEPING

STAIR

MECH

ELEC

JAN

LAUNDRY

DAYROOM

VESTIBULE

101 SM. MEETING

LINEN

CORRIDOR

SM. TR 1

ELEV EQUIP. RM.

VENT

108A

ELEV

101A

2 PERSON

SLEEPING

108A

2 PERSON

SLEEPING

A-409

A-4075

A-407

A-303

A-407

A-408

A-408

A-302

W1A

F.D.

1W1

W1B

W1A

1W1

1W1

W1A

1W1

1W1

EQ EQ

/1 ø 5' - 0"

1W2

1W1

F2B

1W2

W1B

1W1

1W1

SLOPE FLOOR

TO DRAIN 1/16"

PER FOOT

F.D.

F.5 G.5

/2

/2

C .I .P

S

E E

S T

R U

C T

D W

G S

/2

/2

/1

F1BF1B

W1A

W1A

F1B

W1B

1W2

1W2

F1B

F1A

/2

W1B

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

9'-4" 8'-0" 7'-8"

/8

A. SEE ALSO ENLARGED PLANS FOR DIMENSIONS AND

NOTES, AND WALL TYPES.

B. SLOPE EXTERIOR STOOPS AWAY FROM BUILDING.

C. PROVIDE STAINLESS STEEL FASTENERS AT ALL EXTERIOR

COMPONENTS.

D. SLOPE FLOOR SLAB TO FLOOR DRAINS (F.D.) AT

RESTROOMS

E. DEPRESS SLAB AT ROLL-IN SHOWER COMPARTMENTS.

F. PROVIDE METAL STUD FURRING AT ALL CONCRETE PANEL

WALLS EXCEPT AT INTERIOR STAIRWELL.

G. EXTERIOR STAIRS: PROVIDE STORM DRAIN INLETS AND

RAIN LEADERS AT EXTERIOR ELEVATED STAIR LANDINGS.

H. DECORATIVE RECESS IN PRECAST CONCRETE PANEL IS

MINIMUM 1/2" DEPRESSION.

I. SEE SHEET G-007 FOR UL ASSEMBLY INFORMATION FOR

WALLS AND CEILINGS.

G M

H

IL

L

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

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A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

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A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

PLAN NORTH

TRUE

NORTH

1/4"=1'-0SCALE:

2' 4' 8' 12'

W H

IT

N

E Y

S T

R E

E T

F

O R

T B

U C

H A

N A

N G

U A

Y N

A B

O

P

U E

R T

O R

IC

O

A D

V A

N C

E D

S K

IL

L S

T R

A

IN

IN

G

A

S T

B

A R

R A

C K

S

P N

P

A u to d e s k D o c s /F

B P

R A

S T

B A

R R

A C

K S

/A

F B

P R

A S

T B

A R

R A

C K

S R

.r v t

/9

/2

:5

:0

P M

A-401

L E

V E

L

E N

L A

R G

E D

C O

R E

P L A

N

L O

U

IS

V

IL

L E

D

R M

A R

T

IN

L U

T H

E R

K

IN

G J R

P

L A

C E

L O

U

IS

V

IL

L E

K

Y

-2

G M

H

IL

L E

N G

IN

E

E R

IN

G

P

H

IL

IP

S

H W

Y S

U

IT

E

J A

C K

S O

N V

IL

L E

F

L

T D

U N

A V

A N

T

C R

E D

M O

N D

W P

A R

R

IS

H

M M

A R

T

IN

E Z

/2

/2

C E

R T

IF

IE

D F

IN

A

L

1/4" = 1'-0"A-401

FIRST FLOOR ENLARGED CORE PLAN1

1 DRYER VENTS THROUGH WALL

2 STACK UNIT WASHER/DRYER GFGI

3 RECESSED WALK-OFF MAT

4 WASH BASIN

5 GWB SOFFIT COORDINATE ACTUAL HEIGHT WITH

LAUNDRY EQUIPMENT UNITS PROVIDED

6 WALL MOUNTED DISPLAY SIGNAGE.

7 PAINTED CONCRETE WALL PANEL FINISH AT STAIRWELL

(TYPICAL)

8 WATER COOLER. ELECTRIC. ADAAG COMPLIANT

9 VENDING MACHINES. NOT IN CONTRACT.

10 6" CAST IN PLACE CONC. WALL SEE STRUC. DWGS.

11 PTAC PROVIDE INSULATED SEAL AND FLASHING AROUND

THE THRU-WALL UNIT (TYP.)

12 CAST-IN-PLACE (CIP) CONCRETE, 6". SEE STRUCTURAL

DWGS S-101 AND S-304.

GENERAL SHEET NOTES

SHEET KEYNOTES

A

M E

N D

M E

N T

/2 /2

A

M E

N D

M E

N T

/0 9 /

TO

DD

E. DUNAVANT

07-09-2025

W

2Q R

R

A0

_P la ns -0

A-302

A-311

F H

G

A-409

A-405

A-404

A-409

201A

TOILET

MECH

JAN

ELEC

LAUNDRY

DAYROOM

SM. MTG.

201A

STOR.

CORRIDOR

SM. TR 2

STAIR

VENT

207A

207A

LINEN

ELEV

A-4075

A-407

A-302

1W1

1W1 W1A 1W1

W1A

1W1

1W1

1W1

W1A

1W2

1W1

W1A A-405

SIM.

1W1

1W2

SLOPE FLOOR

TO DRAIN 1/16"

PER FOOT

F.D.

F.5 G.5

/2

/2

33'-9 3/4" 14'-11"

8'-0" 9'-8 1/2" 8'-10" 6'-9 3/4" 7'-6" 7'-6 3/4"

/2

/2

8'-0"

A-407

SIM

F1BW1AF1B

W1B

1W1

1W2

W1A

W1A

TYP

F1B W1A

1W2

A-408

SIM

A-408

/2

A. SEE ALSO ENLARGED PLANS FOR DIMENSIONS AND

NOTES, AND WALL TYPES.

B. SLOPE EXTERIOR STOOPS AWAY FROM BUILDING.

C. PROVIDE STAINLESS STEEL FASTENERS AT ALL EXTERIOR

COMPONENTS.

D. SLOPE FLOOR SLAB TO FLOOR DRAINS (F.D.) AT

RESTROOMS

E. DEPRESS SLAB AT ROLL-IN SHOWER COMPARTMENTS.

F. PROVIDE METAL STUD FURRING AT ALL CONCRETE PANEL

WALLS EXCEPT AT INTERIOR STAIRWELL.

G. EXTERIOR STAIRS: PROVIDE STORM DRAIN INLETS AND

RAIN LEADERS AT EXTERIOR ELEVATED STAIR LANDINGS.

H. DECORATIVE RECESS IN PRECAST CONCRETE PANEL IS

MINIMUM 1/2" DEPRESSION.

I. SEE SHEET G-007 FOR UL ASSEMBLY INFORMATION FOR

WALLS AND CEILINGS.

G M

H

IL

L

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

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D E

S

IG

N E

D B

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S U

B M

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C H

E C

K E

D B

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A N

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D A

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3 5 7 9 11 13 15 17 19

L

J

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A

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M A

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F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

PLAN NORTH

TRUE

NORTH

1/4"=1'-0SCALE:

2' 4' 8' 12'

W H

IT

N

E Y

S T

R E

E T

F

O R

T B

U C

H A

N A

N G

U A

Y N

A B

O

P

U E

R T

O R

IC

O

A D

V A

N C

E D

S K

IL

L S

T R

A

IN

IN

G

A

S T

B

A R

R A

C K

S

P N

P

A u to d e s k D o c s /F

B P

R A

S T

B A

R R

A C

K S

/A

F B

P R

A S

T B

A R

R A

C K

S R

.r v t

/9

/2

:5

:0

P M

A-402

L E

V E

L

E N

L A

R G

E D

C O

R E

P L A

N

L O

U

IS

V

IL

L E

D

R M

A R

T

IN

L U

T H

E R

K

IN

G J R

P

L A

C E

L O

U

IS

V

IL

L E

K

Y

-2

G M

H

IL

L E

N G

IN

E

E R

IN

G

P

H

IL

IP

S

H W

Y S

U

IT

E

J A

C K

S O

N V

IL

L E

F

L

T D

U N

A V

A N

T

C R

E D

M O

N D

W P

A R

R

IS

H

M M

A R

T

IN

E Z

/2

/2

C E

R T

IF

IE

D F

IN

A

L

1/4" = 1'-0"A-402

SECOND FLOOR CORE ENLARGED PLAN1

1 MOP BASIN.

2 WASH BASIN

3 VENDING MACHINES. NOT IN CONTRACT.

4 FLOOR DRAIN. SLOPE FLOOR TO DRAIN. 1/4" PER FOOT

MIN. PITCH.

5 PAINTED CONCRETE WALL PANEL FINISH AT STAIRWELL

(TYPICAL)

6 WATER COOLER. ELECTRIC. ADAAG COMPLIANT

7 WALKABLE FLOOR GRATING AT THRU-FLOOR DAMPER.

8 STACK UNIT WASHER/DRYER GFGI

GENERAL SHEET NOTES

SHEET KEYNOTES

A

M E

N D

M E

N T

/2 /2

A

M E

N D

M E

N T

/0 9 /

TO

DD

E. DUNAVANT

07-09-2025

W

2Q R

R

A0

_P la ns -0

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

8'0 4'2'

J

A-403

6'-2" 5'-6" 2'-9 1/2"

/8

/4

2 PERSON

SLEEPING

1W1 1W1

W1C

1W1

F1B

J

A-4036

A-4037 3

6'-0 3/16"

3'-2 1/2"

3'-2 1/2"

2'-10 3/4"

/8

3'-3"

1W3

W1B

W1B

W1B

T009

T008

T001

T004.1

1W1

W1B W3B

CLR.

3'-0"

C L R

T001

A-503

/4

T004.1

T008

B T

M O

F U

L G

F

IR

E

-R A

T E

D C

E

IL

IN

G

A S

S E

M B

L Y

/2

B T

M O

F G

Y P

B O

A R

D C

E

IL

IN

G

T O

P O

F T

Y P

E B

G Y

P S

U M

B O

A R

D S

E E

A -6

T004.1

T008

B T

M O

F U

L G

F

IR

E

-R A

T E

D C

E

IL

IN

G

A S

S E

M B

L Y

/2

T O

P O

F T

Y P

E B

G Y

P S

U M

B O

A R

D S

E E

A -6

B T

M O

F G

Y P

B O

A R

D C

E

IL

IN

G

J

7'-0 1/4"

3'-11 1/4" 3'-1"

3'-0"

/2 ø 60"

/2

T004

T007

T008

T002.1

7'-0 1/4"

W1B

2'-11 5/8"

3'-1" 3'-11 1/4"

/2

/4

T002.1

T007T008 T004

F2B

1W1F1B

W1B

W1B ø 60"

J

/4

14'-9"

2 PERSON

SLEEPING

1W1

/4

/2

1'-3 3/16" 6'-6 1/16"

A-403

F1B

1W1

G M

H

IL

L

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

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E R

S

D R

A W

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IG

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S U

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K E

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A N

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A

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N N

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N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

PLAN NORTH

TRUE

NORTH

1/2"=1'-0SCALE:

1' 2' 4' 6'

W H

IT

N

E Y

S T

R E

E T

F

O R

T B

U C

H A

N A

N G

U A

Y N

A B

O

P

U E

R T

O R

IC

O

A D

V A

N C

E D

S K

IL

L S

T R

A

IN

IN

G

A

S T

B

A R

R A

C K

S

P N

P

A u to d e s k D o c s /F

B P

R A

S T

B A

R R

A C

K S

/A

F B

P R

A S

T B

A R

R A

C K

S R

.r v t

/9

/2

:5

:0

P M

A-403

E N

L A

R G

E D

U N

IT

P

L A

N A

N D

I N

T E

R

IO

R E

L E

V A

T

IO

N S

L O

U

IS

V

IL

L E

D

R M

A R

T

IN

L U

T H

E R

K

IN

G J R

P

L A

C E

L O

U

IS

V

IL

L E

K

Y

-2

G M

H

IL

L E

N G

IN

E

E R

IN

G

P

H

IL

IP

S

H W

Y S

U

IT

E

J A

C K

S O

N V

IL

L E

F

L

T D

U N

A V

A N

T

C R

E D

M O

N D

W P

A R

R

IS

H

M M

A R

T

IN

E Z

/2

/2

C E

R T

IF

IE

D F

IN

A

L

1/4" = 1'-0"A-403

ENLARGED PLAN - UNIT2

1/2" = 1'-0"A-403

ENLARGED PLAN - TOILET4

1/2" = 1'-0"A-403

ELEVATION - TOILET7

1/2" = 1'-0"A-403

INT. ELEV/SECTION - TOILET / SHOWER6

1/2" = 1'-0"A-403

INT ELEV - SHOWER5

1 TILE. CERAMIC. SEE INTERIOR DWGS.

2 LIGHT FIXTURE. INTERIOR. SEE ELEC DWGS.

3 DOOR. SEE DOOR SCHEDULE.

4 SINK BASE CABINET.

5 SHOWER HEAD.

6 SHOWER PAN

1/2" = 1'-0"A-403

ENLARGED PLAN - TOILET3

1/4" = 1'-0"A-403

ENLARGED PLAN - UNIT1

GENERAL SHEET NOTES

SHEET KEYNOTES

A. SEE ID SHEETS AND SID (STRUCUTRAL INTERIOR

DESIGN) PACKAGE FOR INTERIOR FINISHES

B. SEE ID SHEETS AND CID (COMPREHENSIVE INTERIOR

DESIGN) PACKAGE FOR ADDITIONAL FURNISHINGS,

EQUIPMENT, AND ACCESORIES.

C. COORD. SOLID BLOCKING IN WALL FOR SUPPORT OF

MILLWORK ,TOILET ACCESSORIES, AND FURNITURE

ITEMS THAT REQUIRE WALL ANCHOR FOR ANTI-TIPPING.

TOILET ACCESSORIES

TYPE

MARK DESCRIPTION HEIGHT AFF

T001 24"x36" MIRROR 42"

T002 24" SIDE BAR, 42" BACK BAR,18" VERT 36"

T002.1 GRAB BARS 42" SIDE BAR, 36" BACK BAR, 18"

VERT

36"

T002.2 42" SIDE BAR, 30" BACK BAR, 18" VERT 36"

T003 SURFACE MOUNTED MULTI-ROLL TOILET

TISSUE DISPENSER

19"

T004 SHOWER CURTAIN W/ROD 80" TO TOP

T004.1 SHOWER CURTAIN W/ROD 80" TO TOP

T004.2 SHOWER CURTAIN W/ROD CUT TO FIT 80" TO TOP

T005 SOAP DISPENSER 48" MAX

T006 SURFACE MOUNTED PAPER TOWEL

DISPENSER

48" MAX

T007 SURFACE MOUNTED TOWEL BAR 18" 48"

T008 ROBE HOOK 72" TO TOP

T009 SURFACE MOUNTED SINGLE ROLL TOILET

DISPENSER

19"

A

M E

N D

M E

N T

/2 /2

A

M E

N D

M E

N T

/0 9 /

TO

DD

E. DUNAVANT

07-09-2025

W

2Q R

R

A0

_P la ns -0

F

D E

A-404

OPEN BAY

TOILET

122A

1W1

1W1

W1A W1C

W3C

1W2

W3B

F1A

F1B

122A

T001

T003

T003

T005

T006

T002.2

"4

T001

T005

T006

T005

F

A-404

TOILET

122A

W3C 1W2

W3B

W1B

F1C

1W1

W1A

122A

T005

T001

T006

T003

T002.2

T006

T005T005 T001 T001

T003

T008

T007

T008

T007

A-503

T002

/2

/8

11 7/16" 3' - 7 13/16" 5' - 4 7/16" 10"

7' - 0"

/8

F1B

F1A

F1B

1W2

W1CW1A

F1C

A. SEE INTERIOR DESIGN ID SHEETS FOR INTERIOR FINISH

SCHEDULE AND FF&E.

B. SEE DOOR SCHEDULE FOR TRANSITION THRESHOLD AT

FLOOR FINISH CHANGE AT DOORS.

C. DIMENSIONS SHOWN ARE TO FACE OF CONCRETE

PANELS OR FACE OF METAL STUDS UNLESS DEPICTED AS

TO THE CENTER OF THE WALL OR SO NOTED.

DIMENSIONS NOTED TO THE FACE OF FINISHES LABELED

"CLEAR" OR CLR.

D. PROVIDE STAINLESS STEEL FASTENERS AT ALL

COMPONENTS.

E. SLOPE FLOOR SLAB TO FLOOR DRAINS (F.D.) AT

RESTROOMS +/- 1/8" PER FOOT. SEE ALSO STRUCTURAL

DRAWINGS AND PLUMBING DRAWINGS.

F. DEPRESS SLAB AT ROLL-IN SHOWER COMPARTMENTS.

G. PROVIDE METAL STUD FURRING AT ALL CONCRETE PANEL

WALLS EXCEPT AT INTERIOR STAIRWELL.

H. PROVIDE RECESSED SLAB AT ROLL-IN SHOWER STALLS

TO RETAIN WATER WITHIN SHOWER.

I. PROVIDE FLOOR DRAINS AT ALL SHOWERS.

36"

42"

36"

STAINLESS

STEEL GRAB

BAR

FRAMED MIRROR

MOUNT 40" MAX.

A.F.F. TO BOTTOM

EDGE OF

REFLECTING

SURFACE

PAPER TOWEL

DISPENSERS ROLL

MEASURED FROM AFF

TO PAPER TOWEL SLOT

TOILET

WALL

TOILET TISSUE

DISPENSER ROLL

PROVIDE BLOCKING AT

SURFACE MOUNTED WALL

UNITS

REFER TO

ELEVATIONS & ROOM

FINISH SCHED FOR

FINISHES

M A

X

LIQUID SOAP

DISPENSER

PROVIDED BY

FS

42"

STAINLESS

STEEL GRAB

BAR

18"

STAINLESS

STEEL GRAB

BAR

" 12" 48"

M A

X

8"

G M

H

IL

L

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

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S O

F E

N G

IN

E

E R

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D R

A W

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D E

S

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N E

D B

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S U

B M

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B Y

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C H

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K E

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A N

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D A

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IC

IT

A

T

IO

N N

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3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

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D E

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IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

PLAN NORTH

TRUE

NORTH

1/4"=1'-0SCALE:

2' 4' 8' 12'

W H

IT

N

E Y

S T

R E

E T

F

O R

T B

U C

H A

N A

N G

U A

Y N

A B

O

P

U E

R T

O R

IC

O

A D

V A

N C

E D

S K

IL

L S

T R

A

IN

IN

G

A

S T

B

A R

R A

C K

S

P N

P

A u to d e s k D o c s /F

B P

R A

S T

B A

R R

A C

K S

/A

F B

P R

A S

T B

A R

R A

C K

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.r v t

/9

/2

:5

:0

P M

A-404

E N

L A

R G

E D

R E

S T

R O

O M

P L A

N S

A N

D I

N T

E R

IO

R

E L E

V A

T

IO

N S

L O

U

IS

V

IL

L E

D

R M

A R

T

IN

L U

T H

E R

K

IN

G J R

P

L A

C E

L O

U

IS

V

IL

L E

K

Y

-2

G M

H

IL

L E

N G

IN

E

E R

IN

G

P

H

IL

IP

S

H W

Y S

U

IT

E

J A

C K

S O

N V

IL

L E

F

L

T D

U N

A V

A N

T

C R

E D

M O

N D

W P

A R

R

IS

H

M M

A R

T

IN

E Z

/2

/2

C E

R T

IF

IE

D F

IN

A

L

1/4" = 1'-0"A-404

ENLARGED PLAN - UNIT 1222

1/2" = 1'-0"A-404

ELEVATION - TOILET5

1/2" = 1'-0"A-404

ELEVATION - TOILET3

1/2" = 1'-0"A-404

ELEVATION - TOILET4

1/2" = 1'-0"A-404

ENLARGED PLAN - TOILET1

GENERAL SHEET NOTES

SHEET KEYNOTES

1 WATER CLOSET. FLOOR MOUNTED.

2 TOILET PARTITION. SOLID PLASTIC.

3 SHOWER PAN

4 SINK. WALL MOUNTED. PROVIDE PROTECTION OF

EXPOSED PIPING. MOUNTING 34-INCH AFF TO TOP OF

RIM FOR ACCESSIBILITY.

5 CURTAIN. SHOWER WITH ROD.

6 LIGHT FIXTURE. INTERIOR. SEE ELEC DWGS.

7 TILE. CERAMIC. SEE INTERIOR DWGS.

8 ROLL-IN PREFAB SHOWER PAN, RECESS FLOOR SLAB

TOILET ACCESSORIES

TYPE

MARK DESCRIPTION HEIGHT AFF

T001 24"x36" MIRROR 42"

T002 24" SIDE BAR, 42" BACK BAR,18" VERT 36"

T002.1 GRAB BARS 42" SIDE BAR, 36" BACK BAR, 18"

VERT

36"

T002.2 42" SIDE BAR, 30" BACK BAR, 18" VERT 36"

T003 SURFACE MOUNTED MULTI-ROLL TOILET

TISSUE DISPENSER

19"

T004 SHOWER CURTAIN W/ROD 80" TO TOP

T004.1 SHOWER CURTAIN W/ROD 80" TO TOP

T004.2 SHOWER CURTAIN W/ROD CUT TO FIT 80" TO TOP

T005 SOAP DISPENSER 48" MAX

T006 SURFACE MOUNTED PAPER TOWEL

DISPENSER

48" MAX

T007 SURFACE MOUNTED TOWEL BAR 18" 48"

T008 ROBE HOOK 72" TO TOP

T009 SURFACE MOUNTED SINGLE ROLL TOILET

DISPENSER

19"

1/4" = 1'-0"A-404

MOUNTING HEIGHTS6

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A-405

/8

C L R

TOILET

W1B

1W1

W3B ø 60"

T002.1

T003

T006

T005

T001

/1

6"3'-0"

1W2

T001

T005

T002.1

T003

T006

T002.1T0034

3'-6"1

B

A-405

/8

/4

/1

3'-4 15/16" 3'-5" 3'-6 1/4"

6'-9 9/16"

3'-6 15/16" 5'-1 5/8"

1'-7 11/16"

A-530

W1CW1C

1W1

W1A

W1C

W3B

W3B

F1B F1A

/8

3'-6 5/8"

/8

/4

/8

/1

TOILET

124A

5 1/16"

/1

6'-9 1/16"3'-7 1/8"

T003

T003

124A

F1B

1'-6 13/16" 3'-0 1/2" 1'-8 1/4"

T006

T006 T005

T004.1

TYP.

T008

T007

T004.2

F1B

F1B

F1B

T004.1

T-003 T-003

/1

T005

T006

T006

T Y

P A

T T

O

IL

E T

S

M A

X

T001

A. SEE INTERIOR DESIGN ID SHEETS FOR INTERIOR FINISH

SCHEDULE AND FF&E.

B. SEE DOOR SCHEDULE FOR TRANSITION THRESHOLD AT

FLOOR FINISH CHANGE AT DOORS.

C. DIMENSIONS SHOWN ARE TO FACE OF CONCRETE

PANELS OR FACE OF METAL STUDS UNLESS DEPICTED AS

TO THE CENTER OF THE WALL OR SO NOTED.

DIMENSIONS NOTED TO THE FACE OF FINISHES LABELED

"CLEAR" OR CLR.

D. PROVIDE STAINLESS STEEL FASTENERS AT ALL

COMPONENTS.

E. SLOPE FLOOR SLAB TO FLOOR DRAINS (F.D.) AT

RESTROOMS +/- 1/8" PER FOOT. SEE ALSO STRUCTURAL

DRAWINGS AND PLUMBING DRAWINGS.

F. DEPRESS SLAB AT ROLL-IN SHOWER COMPARTMENTS.

G. PROVIDE METAL STUD FURRING AT ALL CONCRETE PANEL

WALLS EXCEPT AT INTERIOR STAIRWELL.

H. PROVIDE RECESSED SLAB AT ROLL-IN SHOWER STALLS

TO RETAIN WATER WITHIN SHOWER.

I. PROVIDE FLOOR DRAINS AT ALL SHOWERS.

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1/2"=1'-0SCALE:

1' 2' 4' 6'

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/2

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C E

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IF

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D F

IN

A

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1/2" = 1'-0"A-405

ENLARGED PLAN - ABA TOILET7

1/2" = 1'-0"A-405

ELEVATION - ABA TOILET5

1/2" = 1'-0"A-405

ELEVATION - ABA TOILET31/2" = 1'-0"A-405

ENLARGED PLAN - TOILET1

1/2" = 1'-0"A-405

ELEVATION - TOILET6

1/2" = 1'-0"A-405

ELEVATION - TOILET2

1/2" = 1'-0"A-405

ELEVATION - TOILET4

GENERAL SHEET NOTES

SHEET KEYNOTES

1 LIGHT FIXTURE. INTERIOR. SEE ELEC DWGS.

2 MIRROR.

3 SINK. WALL MOUNTED. PROVIDE PROTECTION OF

EXPOSED PIPING. MOUNTING 34-INCH AFF TO TOP OF

RIM FOR ACCESSIBILITY.

4 URINAL. STANDARD MOUNTING 24-INCH AFF TO TOP OF

BOWL. 18-INCH AFF ACCESSIBILITY MOUNTING HEIGHT.

5 TOILET PARTITION. SOLID PLASTIC.

6 WATER CLOSET. FLOOR MOUNTED.

7 SHOWER HEAD.

8 SHOWER PAN

9 TILE. CERAMIC. SEE INTERIOR DWGS.

10 PROTECTIVE PIPE INSULATION.

TOILET ACCESSORIES

TYPE

MARK DESCRIPTION HEIGHT AFF

T001 24"x36" MIRROR 42"

T002 24" SIDE BAR, 42" BACK BAR,18" VERT 36"

T002.1 GRAB BARS 42" SIDE BAR, 36" BACK BAR, 18"

VERT

36"

T002.2 42" SIDE BAR, 30" BACK BAR, 18" VERT 36"

T003 SURFACE MOUNTED MULTI-ROLL TOILET

TISSUE DISPENSER

19"

T004 SHOWER CURTAIN W/ROD 80" TO TOP

T004.1 SHOWER CURTAIN W/ROD 80" TO TOP

T004.2 SHOWER CURTAIN W/ROD CUT TO FIT 80" TO TOP

T005 SOAP DISPENSER 48" MAX

T006 SURFACE MOUNTED PAPER TOWEL

DISPENSER

48" MAX

T007 SURFACE MOUNTED TOWEL BAR 18" 48"

T008 ROBE HOOK 72" TO TOP

T009 SURFACE MOUNTED SINGLE ROLL TOILET

DISPENSER

19"

NOTE: TOILET 123A IS MIRROR IMAGE

ACCESSIBLE TO PUBLIC

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A-4075

A-407

8'-9 5/8"

1W1

W1A

1W1

W1B

3'-4" 2'-11" 5'-11 1/4"

/4

/4

/2

LAUNDRY

VEND VEND

WALKABLE GRATES

ON LVL 2 ONLY

1W1

EPOXY PAINT,

ALL SURFACES

THIS SPACE

PROVIDE

WEATHERSTRIPPING

AT DOOR OPENING

VENT

FP

A-302

LVL 1

0' - 0"

LVL 2

12' - 0"

T.O. WALL

22' - 0"

4 5

A-407

5"

A-407

LAUNDRY

LAUNDRYVENT

21' - 0"

T/CONC

LVL 2

12' - 0"

BAND BAR

F.5

1"

2" RIGID

INSULATION

5/8" GWB

12" X 30" WALKABLE

GRATE

FIRE DAMPER

3" X 3" ANGLE

VENT ROOM FLOOR GRATE

INSULATED

FURRING

CAST-IN-PLACE (CIP) CONCRETE,

6". SEE STRUCTURAL DWGS S-101

AND S-304.

1W3 PARTITION TYPE EXTENSION

CAST-IN-PLACE (CIP) CONCRETE,

6". SEE STRUCTURAL DWGS S-101

AND S-304.

2" OVERLAP

BOTH SIDES

FIRE-RATED WALL PARTITION

1W3. SEE A-601.

2" RIGID INSULATION

5/8" GWB

INSULATED FURRING

21' - 0"

T/CONC

1 1/2'0 1'1/2'

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

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1/2" = 1'-0"A-407

ENLARGED PLAN - LAUNDRY2

1/2" = 1'-0"A-407

ELEVATION - LAUNDRY5

1/2" = 1'-0"A-407

LAUNDRY SECTION1

GENERAL SHEET NOTES

SHEET KEYNOTES

1 SUSPENDED ACOUSTICAL CEILING TILE SYSTEM.

2 WALKABLE FLOOR GRATING AT THRU-FLOOR DAMPER.

3 STACK UNIT WASHER/DRYER GFGI

4 OPEN FRAMED WALL AT VENT ROOM

5 GWB SOFFIT COORDINATE ACTUAL HEIGHT WITH

LAUNDRY EQUIPMENT UNITS PROVIDED

6 LAUNDRY SINK

7 LOUVER. ALUM. PREFIN. SEE MECH. DWGS. SEE

LOUVER SCHEDULE ON SHEET A-603

8 VENT THROUGH ROOF.

9 KNEE WALL FOR PLUMBING AND ELECTRICAL SUPPORT

10 INSULATION. BATT. 3 1/2" THICK. R=19. FACED. UP TO

STRUCTURAL DECK.

11 CAST-IN-PLACE (CIP) CONCRETE, 6". SEE STRUCTURAL

DWGS S-101 AND S-304.

12 FIRE-RATED WALL PARTITION 1W3. SEE A-601.

A. SEE INTERIOR DESIGN SHEETS AND SID PACKAGE

FOR INTERIOR FINISHES

B. SEE INTERIOR DESIGN SHEETS AND CID PACKAGE

FOR ADDITIONAL FURNISHINGS, EQUIPMENT, AND

ACCESORIES.

C. WEATHER STRIP AT LAUNDRY VENT ROOM DOORS

D. EPOXY PAINT ON WALLS, & CEILING AT LAUNDRY

VENT ROOM

E. MOISTURE RESISTANT (MR) GWB AT WALLS IN

LAUNDRY VENT ROOM

1 1/2" = 1'-0"A-407

SECTION DETAIL4

A

M E

N D

M E

N T

/2 /2

A

M E

N D

M E

N T

/0 9 /

0 2'1' 4'

1/2"=1'-0SCALE:

1 1/2" = 1'-0"A-407

SECTION DETAIL3

TO

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UP

DN

DN

UP

D N

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A-406

A-406

9'-10 13/16"

ELEV EQUIP. RM.

/8

1W1

1W1

1W1 F1B

W1A

F1B

A-530

ELEV

/4

9'-10 3/4"

F1B

F.5

8'-4"

F2B

A-310

M

A-410

A-311

"5'-4"

5'-0" 8" 5'-0"

E

Q T

R E

A D

S

A-530

5'-0"5'-8"

/8

A-410

A-311

10' - 8"

5' - 0" 8" 5' - 0"

E

Q R

IS

E

R S

E

Q T

R E

A D

S

E Q

R

IS

E

R S

E Q

T

R E

A D

S

/4

A

5'-0" 8" 5'-0"

120A

/4

/4 "6

/4

10'-8"

A-410

A-311

SIM

OPH

SIM

OPH

220A

E Q

R

IS

E

R S

E

Q T

R E

A D

S

E

Q R

IS

E

R S

E Q

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R E

A D

S

5'-0" 8" 5'-0"

7 84

10'-8"

/4 "1

A-311

A-410

SIM

OPH

SIM

OPH

F

A-409

A-409

4'-8"

7 1/4"

4'-8"

/8

/8

F2B

F2B

F

A-409

A-409

10'-0"

4'-8 1/4" 7 1/4" 4'-8 1/2"

/8

E Q

R

IS

E

R S

E Q

T

R E

A D

S

A-302

A. SEE ID DRAWINGS FOR INTERIOR FINISH SCHEDULE,

CORNER GUARDS, AND F.F.&E. TYP.

B. SLOPE EXTERIOR STOOPS AWAY FROM BUILDING,

UNLESS AN AREA DRAIN IS PROVIDED. AREA DRAIN

PIPING TO CONNECT TO STORM DRAIN SYSTEM PER

CIVIL DWGS.

C. SEE CIVIL DWGS FOR BUILDING FINISH FLOOR

ELEVATION AND FINISH GRADING ALONG THE PATH OF

TRAVEL FROM THE BUILDING. COORDINATE STARTING

AND ENDING ELEVATIONS OF RAMPS AND EXTERIOR

STEPS OR STAIRS AND LANDINGS.

D. EXTERIOR STAIRS: PROVIDE STORM DRAIN INLETS AND

RAIN LEADERS AT EXTERIOR ELEVATED STAIR

LANDINGS. ALL WALKING SURFACES REQUIRE NON-

SLIP FINISH.

E. ALL HANDRAILS WALL MOUNTED OR POST MOUNTED,

PROVIDE CONCEALED STAINLESS STEEL ANCHORS.

F. ALL EXTERIOR STAIR TREADS SLOPE TO DRAIN MAX. 1%

G. STAIR NOSING 1/2" RADIUS ANTI-SLIP SURFACE

TREATMENT ON TREAD. EDGE OF NOSING

OVERHANGS TREAD BY MAX. 1" WITH ANGLED RISER

FACE.

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P L A

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1/2" = 1'-0"A-408

ENLARGED PLAN - ELEVATOR5

1/4" = 1'-0"A-408

FLR 1 EAST STAIR PLAN6

1/4" = 1'-0"A-408

FLR 2 EAST STAIR PLAN7

1/4" = 1'-0"A-408

FLR 1 WEST STAIR PLAN3

1/4" = 1'-0"A-408

FLR 2 WEST STAIR PLAN4

1/4" = 1'-0"A-408

FLR 1 CENTRAL STAIR PLAN1

1/4" = 1'-0"A-408

FLR 2 CENTRAL STAIR PLAN2

GENERAL SHEET NOTES

SHEET KEYNOTES

1 WALL PANEL. 8" PRECAST CONC.

2 PIPE RAIL. ALUMINUM 1 1/2" O.D.

3 PRECAST CONC. STAIR TREADS AND RISERS.

4 PRECAST CONC. STAIR LANDING. SEE STRUCT DWGS.

5 GUARDRAIL. ALUMINUM. 1 1/2" O.D.

6 PIPE HANDRAIL. ALUMINUM. 1 1/2" O.D. SEE SHEET A-511.

7 WALL PANEL. PRECAST CONC.

8 WALL PANEL. 11" PRECAST CONC. INSULATED MIN. R-10.

9 CAST-IN-PLACE (CIP) CONCRETE, 6". SEE STRUCTURAL

DWGS S-101 AND S-304.

10 DOOR ELEVATOR.

11 ELEVATOR. HYDRAULIC. PASSENGER.

12 DOOR FRAME. PER ELEVATOR MFR.

0 2'1' 4'

1/2"=1'-0SCALE:

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LVL 1

0' - 0"

LVL 2

12' - 0"

T.O. WALL

22' - 0"

A-409

/8 ø 4" ø 6"

11 1/2"

1' - 0"

A-511

SIM.

LVL 1

0' - 0"

LVL 2

12' - 0"

T.O. WALL

22' - 0"

00_LEVEL_TOF

-2' - 0"

F

A-409

/8

/8

1 1/2"

VENT

207A

VENT

108A

STAIR

TOILET

221A

TOILET

121A

F.5F.5

A. SEE ID DRAWINGS FOR INTERIOR FINISH SCHEDULE,

CORNER GUARDS, AND F.F.&E. TYP.

B. SLOPE EXTERIOR STOOPS AWAY FROM BUILDING,

UNLESS AN AREA DRAIN IS PROVIDED. AREA DRAIN

PIPING TO CONNECT TO STORM DRAIN SYSTEM PER

CIVIL DWGS.

C. SEE CIVIL DWGS FOR BUILDING FINISH FLOOR

ELEVATION AND FINISH GRADING ALONG THE PATH OF

TRAVEL FROM THE BUILDING. COORDINATE STARTING

AND ENDING ELEVATIONS OF RAMPS AND EXTERIOR

STEPS OR STAIRS AND LANDINGS.

D. EXTERIOR STAIRS: PROVIDE STORM DRAIN INLETS AND

RAIN LEADERS AT EXTERIOR ELEVATED STAIR

LANDINGS. ALL WALKING SURFACES REQUIRE NON-

SLIP FINISH.

E. ALL HANDRAILS WALL MOUNTED OR POST MOUNTED,

PROVIDE CONCEALED STAINLESS STEEL ANCHORS.

F. ALL EXTERIOR STAIR TREADS SLOPE TO DRAIN MAX. 1%

G. STAIR NOSING 1/2" RADIUS ANTI-SLIP SURFACE

TREATMENT ON TREAD. EDGE OF NOSING

OVERHANGS TREAD BY MAX. 1" WITH ANGLED RISER

FACE.

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1/2" = 1'-0"A-409

INTERIOR STAIR SECTION1

1/2" = 1'-0"A-409

INTERIOR STAIR CROSS SECTION2

1 DOOR FRAME. HOLLOW METAL. SEE DOOR

SCHEDULE.

2 PRECAST CONC. STAIR LANDING. SEE STRUCT

DWGS.

3 GYPSUM BOARD. WATER RESISTANT. 5/8"

4 CARRYING CHANNEL. METAL.

5 WALL PANEL. 11" PRECAST CONC. INSULATED MIN.

R-10.

6 LIGHT FIXTURE. INTERIOR. SEE ELEC DWGS.

7 PRECAST CONC. STAIR TREADS AND RISERS.

8 DOOR. SEE DOOR SCHEDULE.

9 ALUMINUM GUARDRAIL SYSTEM. REFER TO

GENERAL NOTES AND SHEET A-511.

10 PIPE HANDRAIL. ALUMINUM. 1 1/2" O.D. SEE SHEET

A-511.

11 WALL BRACKET. ALUMINUM. ROUND. 1/4"

COUNTERSUNK FASTENERS.

12 GYP. BD. 5/8".

13 JOIST GIRDER. STEEL. SEE STRUCT. DWGS.

14 GUARDRAIL. ALUMINUM. 1 1/2" O.D.

15 PAINT UNDERSIDE OF STAIRS.

16 FLOOR SLAB. CONC. REIN. ON 10 MIL

POLYETHYLENE VAPOR BARRIER OVER GRAVEL.

HARD TROWEL FINISH.

17 COMPOSITE SLAB. CONC. ON METAL DECK.

18 FIRE-RATED GYPSUM BOARD CEILING. UL I504

ASSEMBLY GA509. SEE SHEET G-007.

19 CAST-IN-PLACE (CIP) CONCRETE, 6". SEE

STRUCTURAL DWGS S-101 AND S-304.

GENERAL SHEET NOTES

SHEET KEYNOTES

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SCALE: 1" = 1'-0"

2'0 1'1/2'

CONT. 22 GA. 3" DEEP

LEG DEFLECTION TRACK

ATTACH TO DECK AT 12"

O.C. MAX.

CONT. 2" WIDE x 22 GA.

METAL STRAP FOR TOP

ATTACHMENT OF

GYPSUM BOARD.

CONT. 2" WIDE x 22 GA.

METAL STRAP FOR TOP

ATTACHMENT OF

GYPSUM BOARD.

CONT. 22 GA. 3" DEEP

LEG DEFLECTION

TRACK ATTACH TO

DECK AT 12" O.C. MAX.

CONT. 2" WIDE x 22 GA. METAL

STRAP FOR TOP ATTACHMENT OF

GYPSUM BOARD.

WHERE GYP. BD. IS CONCURRENT

WITH DECK FLUTE RECESS EXTENT

UP INTO RECESS AS SHOWN.

DO NOT ATTACH

GYPSUM BOARD OR

STUDS TO DEFLECTION

TRACK IN THIS AREA.DO NOT ATTACH

GYPSUM BOARD OR

STUDS TO DEFLECTION

TRACK IN THIS AREA.

SEAL ONE SIDE OF PARTITION

AGAINST PASSAGE OF SMOKE

WHEN PARTITION IS ALIGNED AT DECK

FLUTE RECESS - PROVIDE A 6" x 10" x 22

GA MTL. PLATE AT DECK FLUTE RECESS

THAT IS CONTIGUOUS WITH PARTITION -

ATTACH MTL. PLATE TO DECK WITH

POWER DRIVEN FASTENERS AT SAME

SPACING REQUIRED FOR PARTITION TOP

TRACK.

DO NOT ATTACH GWB OR STUDS TO

DEFLECTION TRACK IN THIS AREA

CONCRETE FLOOR OR ROOF

RATED OR SMOKE RESISTANT

FLUTED STEEL DECK / CONCRETE FLOOR OR

ROOF PERPENDICULAR OR DIAGONAL TO FLUTES

RATED OR SMOKE RESISTANT

FLUTED STEEL DECK / CONCRETE

FLOOR OR ROOF PARALLEL TO FLUTES

RATED OR SMOKE RESISTANT

EXTEND AT MINIMUM ONE

LAYER UP INTO FLUTE

RECESS AND SEAL.

/4

"1

CONT. 22 GA 3" DEEP LEG

DEFLECTION TRACK ATTACHED

TO DECK AT 12" O.C. MAX.

CAULKLINE OF FLOOR

STRUCTURE

METAL RUNNER

GYPSUM

BOARD, EACH

SIDE

CAULK

METAL RUNNER

REFER TO

PARTITION HEAD

CONNECTION

DETAILS FOR RATED

CONDITIONS

REFER TO METAL

STUD SCHEDULE

BELOW FOR

PARTITION WIDTH

LINE OF CEILING

LINE OF

FLOOR/ROOF

STRUCTURE

P L A

N

WIDTH

METAL RUNNER

LINE OF CEILING

ACOUSTICAL CEILNG TILE (ACT)

B A

S E

METAL RUNNER

LINE OF CEILING

GYPSUM BOARD

H E

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SOUND ATTENUATION

BLANKET (WHERE

APPLICABLE)

SOUND ATTENUATION

BLANKET (WHERE

APPLICABLE)

CAULKLINE OF FLOOR

STRUCTURE

METAL RUNNER

GYPSUM BOARD

CAULK

METAL RUNNER

REFER TO

PARTITION HEAD

DETAILS FOR RATED

OR NON- RATED

CONDITIONS

REFER TO FURRING

STUD SCHEDULE

BELOW FOR

PARTITION WIDTH

WIDTH

LINE OF CEILING

LINE OF

FLOOR/ROOF

STRUCTURE

P L A

N

BRACE EACH STUD AT

4'-0" O.C. VERTICALLY

METAL RUNNER

METAL RUNNER

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Y P

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N S

SOUND ATTENUATION

BLANKET (WHERE

APPLICABLE)

LINE OF CEILING

ACOUSTICAL CEILNG TILE (ACT)

LINE OF CEILING

GYPSUM BOARD

CAST-IN-PLACE

CONCRETELINE OF FLOOR

STRUCTURE

CAULK

METAL RUNNER

REFER TO

PARTITION HEAD

CONNECTION

DETAILS FOR RATED

CONDITIONS

LINE OF CEILING

LINE OF

FLOOR/ROOF

STRUCTURE

P L A

N

METAL RUNNER

LINE OF CEILING

B A

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METAL RUNNER

LINE OF CEILING

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BLANKET (WHERE

APPLICABLE)

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RATED PARTITION HEAD CONNECTION DETAILS

1" = 1'-0"A-601

PARTITION TYPE W-1

METAL STUD SCHEDULE

MARK

STUD

WIDTH

GWB (LAYERS

EACH SIDE)

PARTITION

WIDTH

FIRE

RATING

UL

LISTING STC

HEAD

DESIGNATIONS

W1A 3 5/8" 1 5" - - 40 TYPE A

W1B 3 5/8" 1 5" - - 40 TYPE B

W1C 3 5/8" 1 5" - - 40 TYPE C

W3A 6" 1 7 3/8" - - 51 TYPE A

W3B 6" 1 7 3/8" - - 51 TYPE B

W3C 6" 1 7 3/8" - - 51 TYPE C

1W1 3 5/8" 1 5" 1 HR U419 51 TYPE A

1W2 3 5/8" 2 6 1/8" 1 HR U419 51 TYPE A

1W3 6" 2 7 3/8" 1 HR U419 51 TYPE A

1" = 1'-0"A-601

PARTITION TYPE F-2

METAL STUD SCHEDULE - FURRING

MARK

STUD

WIDTH

GWB (LAYER

ONE SIDE)

PARTITION

WIDTH

FIRE

RATING

UL

LISTING

HEAD

DESIGNATIONS

F1A 3 5/8" 1 4 1/4" - TYPE A

F1B 3 5/8" 1 4 1/4" - TYPE B

F1C 3 5/8" 1 4 1/4" - TYPE C

F2B 2 1/2" 1 3 1/8" - TYPE B

F2C 2 1/2" 1 3 1/8" - TYPE C

F3B 1 1/2" 1 2 1/8" - TYPE B

F3C 1 1/2" 1 2 1/8" - TYPE C

1. PARTITION TYPES DESCRIBE GENERAL

REQUIREMENTS FOR PARTITIONS. REFER TO

THE MANUFACTURER'S SPECIFICATIONS AND

REQUIREMENTS OF APPLICABLE TESTING

AGENCIES FOR SPECIFICS OF PARTITION

CONSTRUCTION.

2. REFER TO "PARTITION TYPE NOMENCLATURE"

FOR SYMBOLS USED TO IDENTIFY ADDITIONAL

REQUIREMENTS AND MODIFIERS TO BASIC

PARTITION TYPES.

3. "LINE OF STRUCTURE" INDICATED FOR EACH

PARTITION IS DIAGRAMMATIC ONLY AND DOES

NOT INDICATE EXACT CONSTRUCTION

CONDITIONS OR GEOMETRY.

4. TYPICAL FLOOR PLAN DIMENSIONS OF

PARTITIONS ARE TO FACE OF STUD OR CMU

UNLESS NOTED OTHERWISE.

5. WHERE A CLEAR OPENING DIMENSION IS

INDICATED, THE DIMENSION IS MEASURED

FACE-TO-FACE BETWEEN FINISHED SURFACES.

6. REFER TO SPECIFICATIONS FOR MINIMUM STUD

DESIGN CRITERIA, MAXIMUM SPACING AND

ALLOWABLE LIMITING HEIGHTS DEFLECTION

CRITERIA FOR GYPSUM BOARD.

7. METAL STUD GAUGE (IF NOTED) AND UL TEST

NUMBERS WILL VARY DEPENDING ON THE

MANUFACTURER OF COMPONENTS ACTUALLY

USED.

8. REFER TO FLOOR PLANS FOR FIRE

PROTECTION RATINGS.

9. RATED PARTITIONS SHALL BE LABELED ABOVE

CEILING WITH LABELS PER AHJ AS REQUIRED.

IBC CHAPTER 7 AT MINIMUM.

10. PENETRATIONS IN RATED PARTITIONS AND

CONNECTIONS OF THE PARTITIONS TO OTHER

PORTIONS OF THE WORK TO BE IN

ACCORDANCE WITH MANUFACTURER'S

RECOMMENDED DETAILS AND IN COMPLIANCE

WITH APPLICABLE TESTING AGENCY

REQUIREMENTS.

11. INSTALLATION OF GYPSUM BOARD, TILE

BACKER BOARD AND BASE BOARD TO

CONFORM TO REQUIREMENTS FOR FIRE

RATINGS AND ACOUSTICAL RATINGS.

12. PROVIDE WATER RESISTANT TYPE GYPSUM

BOARD AT AREAS THAT ARE NOTED IN ROOM

FINISH SCHEDULE TO RECEIVE CERAMIC OR

PORCELAIN TILE FINISH OR TILE BACKER

BOARD.

13. INSTALL BLOCKING OR BACKER MATERIAL FOR

ATTACHMENT / MOUNTING OF WALL HUNG

ITEMS OR EQUIPMENT DESCRIBED IN THE

DOCUMENTS. ALL BLOCKING TO BE FIRE

RETARDANT TREATED.

14. PARTITIONS THAT ARE REQUIRED TO EXTEND

TO THE DECK ABOVE ARE TO HAVE THE

GYPSUM BOARD CUT TO FIT WITHIN A 1/4"

MAXIMUM TOLERANCE TO THE SHAPE OF THE

DECK ABOVE. GYPSUM BOARD SHALL BE

CONTINUOUSLY SEALED FOR THE FULL DEPTH

OF THE GYPSUM BOARD WITH FLEXIBLE

SEALANT.

15. PROVIDE METAL STRAPPING @ 24" VERT. TO

HOLD BATT INSULATION FOR AREAS WITHOUT

GYPSUM WALLBOARD.

16. GYPSUM BOARD IS TO BE CUT SO THAT THE

CLEARANCE BETWEEN METALLIC ELECTRICAL

OUTLET BOXES AND THE GYPSUM BOARD DOES

NOT EXCEED 1/8".

17. THE BOTTOM OF THE GYPSUM BOARD AT

INTERIOR PARTITIONS IS TO BE 1/4" MINIMUM

AND 1/2" MAXIMUM ABOVE THE FLOOR

STRUCTURE AND IS TO BE SEALED FOR THE

FULL DEPTH OF THE GYPSUM BOARD WITH

FLEXIBLE SEALANT.

18. AT WALLS WITH SOUND ATTENUATION

BLANKETS PROVIDE SOUND ATTENUATION

BLANKETS ON CEILING TO 2'-0" ON BOTH SIDES

OF WALL EXCEPT AT WALLS WITH SOUND

ATTENUATION BLANKETS EXTENDING TO

STRUCTURE.

19. REFER TO INTERIOR FINISH SCHEDULE FOR

WALL FINISHES.

20. REFER TO PARTITION TYPE MODIFIERS FOR

STC RATED PARTITIONS

PARTITION NOTES

NOTE: TILE BACKER

BOARD WHERE TILE

IS LISTED ON FINISH

SCHED.

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SECOND FLOOR FRAMING NOTES:

1. REFER TO ARCH. FLOOR PLAN FOR ALL OPENINGS, WALL & FLOOR LOCATIONS, DEPRESSED / SLOPING

SLABS, ELEVATIONS & DIMS.

2. TYPICAL SECOND FLOOR SLAB IS BE 2 1/2" THICK CONCRETE SLAB OVER 9/16" DEEP 22 GAUGE FORM DECK (0.6C) STEEL DECK GALV. G90 TOTAL SLAB THICKNESS = 3". REINFORCE SLAB WITH 6x6-W2.1xW2.1

W.W.R.DECK SHALL BE PLACED OVER (3) SPANS CONTINUOUS MIN.

3. T/SLAB ELEV. 12'-0" AND T/STEEL ELEV. 11'-6 1/2", U.O.N..

4. REFER TO S-001 & S-002 FOR ADDITIONAL GENERAL NOTES & DESIGN CRITERIA.

5. (2) #4 x 5'-0" AT 3"O.C. CENTERED IN SLAB.

6. NO ELECTRICAL CONDUIT OR PLUMBING PIPES SHALL BE PLACED HORIZONTALLY IN 2nd FLOOR CONCRETE SLAB. CONDUIT MUST RUN BELOW THE STRUCTURAL MEMBERS AND PENETRATE VERTICALLY THROUGH SLAB.

7. BEAM REACTIONS SHOWN ARE ULTIMATE LOADS (LRFD).

8. DO NOT DEPRESS STRUCTURAL SLAB TOPPING. DEPRESSIONS SHALL BE MADE IN GROUT TOPPING.

9. REFER TO SHEETS S-400 THRU. S-503 FOR ADDITIONAL DETAILS.

BB FF HH MM

CC DD EE GG JJ KK LL NNAA

W18X50

W18X50

W16X31

W16X31

W16X31

W16X31

W16X31

W16X31

W18X40

W14X22

W18X50

W14X22

W16X31

W16X31

W16X31

W16X31

W16X31

W16X31

W18X50

W18X50

HSS6X

6X

3/8

HSS6X

6X

3/8

HSS6X

6X

3/8

HSS6X

6X

3/8

HSS6X

6X

3/8

HSS6X

6X

3/8

HSS6X

6X

3/8

HSS6X

6X

3/8

HSS6X

6X

3/8

HSS6X

6X

3/8

HSS6X

6X

3/8

HSS6X

6X

3/8

HSS6X

6X

3/8

@18K6 2' - 11 1/8" @18K6 2' - 11 5/8" @18K6 2' - 11 5/8" @18K6 3' - 0 1/16"

@18K6 2' - 11 1/8" @18K6 2' - 11 5/8" @18K6 2' - 11 5/8" @18K6 3' - 0 1/16"

@18K6 3' - 0 1/16" @18K6 2' - 11 5/8" @18K6 2' - 11 5/8" @18K6 2' - 11 1/8"

@18K6 3' - 0 1/16" @18K6 2' - 11 5/8" @18K6 2' - 11 5/8" @18K6 2' - 11 1/8"

K6

K6

K6

K6

K6

K6

W

X1

K6

K6

K6

K6

K6

K6

@HSS5X3X1/8 2' - 11 1/8" @HSS5X3X1/8 2' - 11 5/8" @HSS5X3X1/8 2' - 11 5/8" @HSS5X3X1/8 3' - 0 1/16" @HSS5X3X1/8 3' - 0 1/16" @HSS5X3X1/8 2' - 11 5/8" @HSS5X3X1/8 2' - 11 5/8" @HSS5X3X1/8 2' - 11 1/8"

12' - 2 1/2" 12' - 0" 12' - 0" 12' - 2 1/2"11' - 4"

7'

8"

11' - 4"

11' - 4" 228' - 0" 11' - 4"

20' - 9 1/2" 20' - 9 1/2" 21' - 0 1/2"27' - 2"

27' - 2"21' - 0 1/2" 20' - 9 1/2" 20' - 9 1/2"

250' - 8"

HSS5X3X1/8HSS5X3X1/8HSS5X3X1/8 HSS5X3X1/8

HSS5X3X1/8 HSS5X3X1/8

HSS5X3X1/8

SEE NOTE #5

HSS6X

6X

3/8

HSS6X

6X

3/8

S-304

S-304

S-304

F.5F.5 G.5G.5

(LSV) (LSV) (LSV) (LSV)

(LSV)

(LSV) (LSV) (LSV) (LSV) (LSV)

HSS6X

6X

3/8

HSS6X

6X

3/8

HSS6X

6X

3/8

HSS6X

6X

3/8

W 8X

W 8X

@18K6 1' - 8 15/16" @18K7 2' - 0"

K7

K7

@2.5K2 1' - 8 15/16"

W 8X

@18K6 1' - 8 15/16"

W

X1

K7

K7

K7

K7

K2

K2

K6

K6

K6

K6

K6

K6

K2

K2

K2

K7

K7

K7

A4 S-502

B4 S-502

C4 S-502

3'

1/

2"

3'

6"

3'

6"

W8x10 BENT

1' - 4"

11' - 10"

1' - 4"

CIP CONC.

STAIR BY

PRECAST

SPECIALTY

ENGINEER

B3 S-401

B3 S-401

CIP CONC.

STAIR BY

PRECAST

SPECIALTY

ENGINEER

36K36K

36K36K

28K

28K

28K

28K

28K

28K

52K

24K

30K28K

28K

28K

28K

28K

28K

36K

36K 28K

28K28K

28K28K

28K53K

24K

44K

24K28K

28K28K

28K

28K

28K36K

36K

24KW8X18W8X18

B3 S-401

B3 S-401

B1 S-401

B2 S-401

W 8X

T/WALL

+12'-6"

100 PSF LIVE LOAD

125 PSF LIVE LOAD

AT MECHANICAL ROOM

A2 S-501

A3 S-501

B2 S-501

B3 S-501

K7

@HSS5X3X1/8 3' - 0 5/8"

HSS5X3X1/8

@HSS5X3X1/8 3' - 0"

(LSV)

@HSS5X3X1/8 3' - 0 5/8"

R

ID

G E

C1 S-501

C2 S-501 C3

S-501

C

IP

C

IP

C

IP

CIP 3

C

IP

C

IP

CIP 8

CIP 7

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D. F.D. F.D.

F.D. F.D. F.D. F.D. F.D. F.D.

F.D.

F.D.

F.D. F.D. F.D.

F.D.

F.D. F.D.

F.D. F.D.F.D. F.D.

B2 S-501

SIM.

C2 S-402

S-402 B2

S-402 B2

G M

HI

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US Army Corps of Engineers ®

SHEET ID

U S

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PLAN NORTH

3/32"=1'-0SCALE:

5' 10' 20' 30'

TRUE

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SCALE: 3/32" = 1'-0"S-201

SECOND FLOOR FRAMING PLAN1

B F H M

WALL 3

WALL 4

W

AL

L

W

AL

L

NOTES:

1. WIND AND SEISMIC LATERAL LOADS ARE APPLIED IN-PLANE TO THE WALL AT THE 2ND FLOOR LEVEL.

ALL LATERAL LOADS ARE ULTIMATE LOADS. NOTE WALL 5 & 6 LOADS APPLIED TOP OF WALL.

2. GRAVITY LOADS ARE APPLIED VERTICALLY TO THE WALL AT THE 2ND FLOOR LEVEL. THESE GRAVITY LOADS ARE UNFACTORED AND DO NOT INCLUDE THE SELF WEIGHT OF THE WALL OR ATTACHED STAIRCASES.

NOTE WALL 5 & 6 LOADS APPLIED TOP OF WALL.

WALL-6 +/- 0.289 +/- 0.372 ENTRY 0.03 0.03

WALL-5 +/- 0.388 +/- 0.468 ENTRY 0.12 0.12

WALL-4 +/- 0.12 +/- 0.84 B-F & H-M

F-H 0.77 0.72

1.35

WALL-3 +/- 0.12 +/- 0.84 B-F & H-M

F-H 0.77 0.72

1.70

WALL-1

WALL-2 +/- 1.03 +/- 2.24 1-4 0.58 0.63

LATERAL

WIND

LATERAL

SEISMIC

GRID

LOCATION DEAD LOAD FLOOR LIVE

LOAD

ROOF LIVE

LOADS

WALL NO.

SHEAR LOAD (1) (KIPS/FT) GRAVITY AXIAL LOAD (2) (KIPS/FT)

UNFACTORED LOAD CASES

PRE-CAST WALL LOADS SCHEDULE - 2ND FLOOR

WALL 4

WALL 5WALL 6WALL 5

AM

EN

D

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EN

T

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07/09/2025

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