DENTAC B785 Amendment 3 _Drawings.pdf

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Attached to
Repair Building 785 Federal contract opportunity
Solicitation number
W912DS22B0019
Issued by
Department of the Army Corps of Engineers Engineering District New York

About this file

This solicitation document calls for the award of a firm fixed price construction contract to repair Building 785 at the United States Military Academy in West Point, New York. The scope of work includes renovating the existing building to provide a certified dental clinic for the Defense Health Agency's Dental Activity Command. The solicitation is set aside for full and open competition among qualified contractors. The U.S. Army Corps of Engineers Engineering District New York will award the contract and oversee the project to repair and upgrade the building systems and interior spaces to meet DHA standards for a dental clinic.

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CLIN NO. 02

CLIN NO. 02

CLIN NO. 01

CLIN NO. 03

CANOPY, STAIRS, RAMP

AND SIDEWALKS TO BE

PART OF CLIN 01

EXCLUDING

MECHANICAL

EQUIPMENT 2

CLIN NO. 02

CLIN NO. 02

CLIN NO. 02

US Army Corps of Engineers ®

SHEET ID

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SEALGRAPHIC SCALES

PLAN NORTH

SHEET NOTES

8' 16' 32'

1/16"=1'-0SCALE:

G-005 B785

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1/16" = 1'-0"H9 FIRST FLOOR PLAN - CLINS

1/16" = 1'-0"A9 SECOND FLOOR PLAN - CLINS

1/16" = 1'-0"A1 ROOF PLAN - CLIN

1. CLIN NO. 01 ALL RENOVATION OF BUILDING 785 NOT INCLUDING CLINS

BELOW

2. CLIN NO. 02 NEW WORK

3. CLIN NO. 03 ACCESSORY SUPPORT AREAS ALL AREAS AT 5'-0" BEYOND

BUILDING FOOTPRINT

LINE ITEM NUMBERS (CLINS)

LIST OF CONTRACT

CLIN ITEM NO. DESCRIPTION DOC REFERENCE

BASE BID

CLIN ITEM NO. 0001 ALL WORK ASSOCIATED WITH THE RENOVATION OF

BUILDING 785 AS PER PLANS AND SPECIFICATIONS

EXCLUDING THE CLINS BELOW

CLIN ITEM NO. 0002 ALL NEW WORK ASSOCIATED WITH THE RENOVATION OF

BUILDING 785 AS PER PLANS AND SPECIFICATIONS TO

INCLUDE THE ENTRANCE AREA (EXCEPT ELEVATOR AND

ELEVATOR LOBBY) AND MECHANICAL ENCLOSURE TO

INCLUDE THE FOUNDATION (EXCLUDING MECHANICAL

EQUIPMENT).

SHEET G-005

CLIN ITEM NO. 0003 ALL WORK OUTSIDE OF 5'-0" FROM THE EXTERIOR OF THE

BUILDING, EXCLUDING WORK IDENTIFIED AS 'BY OTHERS'

CIVIL DWGS C-001 THRU

CU502, TS101 THRU TS103

CLIN ITEM NO. 0004 ALL WORK ASSOCIATED WITH THE REMOVAL OF ROCK (I.E.

TRENCHES, NEW WORK SITE, ETC.)

CLIN ITEM NO. 0005 TURNOVER OF O/M MANUALS AND AS-BUILTS -

BID OPTIONS

CLIN ITEM NO. 0006 OPTION #1: SECURITY (IDS) -

ALL WORK ASSOCIATED WITH INSTALLATION AND TESTING

OF 'INTRUSION DETECTION SYSTEM' OTHER THAN CABLE

PATHS

SHEET T-002, SHEETS

TY001 THRU TY601

CLIN ITEM NO. 0007 OPTION #2: DAS -

ALL WORK ASSOCIATED WITH INSTALLATION AND TESTING

OF 'DISTRIBUTED ANTENNA SYSTEM' OTHER THAN CABLE

PATHS

SHEET T-002

CLIN ITEM NO. 0008 OPTION #3: WAP -

ALL WORK ASSOCIATED WITH INSTALLATION AND TESTING

OF 'WIRELESS ACCESS POINTS' (WAP)

SHEETS T-001, T-002, T-101

THRU T-103

CLIN ITEM NO. 0009 OPTION #4: COMMUNICATIONS -

ALL WORK ASSOCIATED WITH INSTALLATION AND TESTING

OF COMMUNICATIONS SYSTEMS OTHER THAN CABLE PATHS

SHEET T-001 THRU T-602

CLIN ITEM NO. 0010 OPTION #5: COMMUNICATIONS (SITE) - ALL WORK

ASSOCIATED WITH INSTALLATION OF OSP OPTICAL FIBER

CABLING IN EXISTING RACEWAYS FROM MH 113c TO

BUILDING 900

SHEETS TS-101 THROUGH

TS-104

CLIN ITEM NO. 0011 OPTION #7: AUDIO VISUAL SYSTEM (A/V) - ALL WORK

ASSOCIATED WITH THE INSTALLATION AND TESTING OF

AUDIO VISUAL SYSTEM OTHER THAN CABLE PATHS

SHEETS T-002, TA-001

THRU TA 601

1. REFER TO PRICE SCHEDULE IN SPECIFICATIONS FOR MORE INFORMATION ON CLINS AND BID OPTIONS.

2. DOCUMENT REFERENCES IN LIST ABOVE ARE INCLUDED FOR EASE OF REFERENCE ONLY AND DO NOT CONTAIN THE ENTIRE RELATED SCOPE. CONTRACTOR SHOULD REVIEW ENTIR EPROJECT DOCUMENTS

FOR FULL SCOPE OF WORK ASSOCIATED WITH THE CLINS.

3. REFER TO SHEET T-002 EXCERPT FROM DA PAM 420-11 FR GUIDANCE ON BASE BID AND BID OPTION

ITEMS RELATED TO CLIN ITEMS 0006 THRU 0011.

AM

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UP

DN

UP

DN

DN

FNHN

E9 A-401

4'

0"

STAIR

0S2

0S2

13' - 0 7/8"4' - 4"

6' - 9 3/4"

7 TREADS @ 11" EA

6' - 5"4' - 2 1/8"

1 B2

11 3/4"

GN

0S1 B2

B2

HN

E9 A-401

LANDING

4' - 0"

6 TREADS @ 11" EA

5' - 6"

EQ

0'

2"

EQ

STAIR

OFA04

1S2

1S2

B2

C4C4

11"

1S2A

B21' - 0"

C1 C18' - 5 5/8"

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8'

2"

C1

0' - 11"

HN

E9 A-401

4'

0" 0'

2"

4'

0"

STAIR

2S2

2S2

B2

B2

LANDING

4' - 0"

10 TREADS @ 11" EA

9' - 2" 6' - 1 3/4"

8 TREADS @ 11" EA

8' - 3"

LANDING

4' - 0"

W1

0' - 11" 1' - 0"

1' - 0"

C4

C4

LA

N

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IN

G 8'

2"

BASEMENT FLOOR

-10' - 0"

LOWER ROOF

17' - 8"

SECOND FLOOR

9' - 5 1/4"

FIRST FLOOR

-2' - 6"

HN

W1

4' - 2 1/8" 6' - 5"

E

Q R

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S 7'

6"

8'

3/

4"

E Q

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1/ 4"

TY

P

8"

A-504 K16

A-504 K6

EXISTING ROOF TRUSSES

1 HOUR RATED GYPSUM LID

AT STAIR CEILING

REFERENCE UL DESIGN I504

1 HOUR RATED

GYPSUM LID

AT STAIR CEILING

REFERENCE

UL DESIGN I504

SIM

CE

1N

1E

F16 A-401

________________________________________________ 4'

4" 1'

1/ 8"

CIRCULATION

2C4

13 TREADS @ 11" EA

11' - 11"

LANDING

5' - 2"

2C 4C

4'

0" C

LR

5'

4"

EXISTING UPPER

FIRST FLOOR

3' - 6"

SECOND FLOOR

9' - 5 1/4"

EN BE CE

E

Q R

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ER

S

7'

1/

4"

TY

P

8"

A12 A-401

6N

GN

LANDING

4' - 2"

1T@11" 0' - 11" 5' - 0"

LA

N

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IN

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4'

8"

1T

3'

8"

3' - 8"

1C3B

GUARDRAIL AT

UPPER LEVEL

UP

11"

1'

0"

GUARDRAIL AND

HANDRAIL RETURNED

TO WALL

EXISTING LOWER

FIRST FLOOR

0' - 0"

FIRST FLOOR

-2' - 6"

6N

EQ

. R

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2'

0" 0'

6"

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SEALGRAPHIC SCALES

SHEET NOTES

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

1' 2' 4' 6'

A-401 B785

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3/8" = 1'-0"A-101

STAIR AT BASEMENT FLOORK1

3/8" = 1'-0"A-102

STAIR AT FIRST FLOORF1

3/8" = 1'-0"A-103

STAIR AT SECOND FLOORA1

3/8" = 1'-0"A-401

STAIR SECTIONE9

3/8" = 1'-0"A-103

STAIR AT SECOND FLOORC16

3/8" = 1'-0"A-302

STAIR SECTIONF16

KEYNOTES

MARK DESCRIPTION

1 METAL STAIR WITH CONCRETE PAN, METAL STRINGERS, GUARDRAIL AND

HANDRAIL.

2 DOWNSPOUT AND SCUPPER, TYPICAL

3 METAL STAIRS, TREADS, RISERS, STRINGERS, AND RAILING.

4 STRUCTURAL COLUMN, REFER TO STRUCTURAL

5 CONCRETE FLOOR REFER TO STRUCTURAL

6 CONCRETE FOUNDATION REFER TO STRUCTURAL

7 PROVIDE METAL HANDRAIL, TYPICAL

8 EXISTING WALL TO REMAIN

9 SPRING HINGE METAL GATE FOR EXIT AT LEVEL OF DISCHARGE

10 STAIR CANOPY WITH STEEL POSTS, BEAMS, ATTACHMENT AND POLYCARBONATE

PANELS. STEEL FRAME ATTACHED TO STAIRS AND EXISTING BUILDING MASONRY.

3/8" = 1'-0"A-102

STAIR AT FIRST FLOORA8

3/8" = 1'-0"A-401

STAIR SECTIONA12

1. REFER TO G SERIES DRAWINGS FOR GENERAL NOTES, ABBREVIATIONS AND

SYMBOLS.

2. VERIFY IN FIELD ALL DIMENSIONS PRIOR TO CONSTRUCTION.

3. REFER TO A-610 FOR PARTITION TYPES, TYPICAL.

AM

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A-405K8

K12

K16

SEC / WAIT

SEC02

/8

13' - 6 1/8"

100E

A2

A2

C1 C1

A2

C1

C1

C3

C3A2 C4

3'

0" 0'

8"

A2

2'

9" 8'

6"

0'

4"

1 4

SEC / WAIT

101 8'

6"

0'

4"

2'

9"

3 6

SEC / WAIT

101 8'

6"

0'

4"

2'

9"

SEC / WAIT

A-405

A12

E10

A7

A1

A-606 E11

2'

1/

2" 5'

1/ 8"

2'

1/

4" 2'

1/ 2"

15' - 4 3/8"6' - 7 5/8"

201A

9 A2

A2

A2

A2 A2 W5W5

A5

A5A2

A5

A2

A2

C4

A2

WAIT

1' - 0" 4' - 0" 0' - 7 1/2" 4' - 0"

0'

4"

8'

2" 2'

9"

WAIT

B15 A-505

10' - 6"

3'

1/

2" 0'

1/ 2"

0'

1/

2"

5 83

0'

4"

8'

2" 2'

9"

RCPT/REC

/COORD

WAIT

LOBBY

A-505 B15

2' - 10 1/4"

0'

4" 3'

1/ 2"

0'

1/

2" 4'

6" 0'

2"

8'

2" WAIT

5 8 8

7'

/4

0'

1/

4"2'

1/

4"

WAIT

A-505 B15

US Army Corps of Engineers ®

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SEALGRAPHIC SCALES

PLAN NORTH

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

1' 2' 4' 6'

A-405 B785

EN

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3/8" = 1'-0"A-102

ENLARGED WAITING AREA FIRST FLOOR PLANK1

3/8" = 1'-0"A-404

INTERIOR ELEVATIONK8

3/8" = 1'-0"A-405

INTERIOR ELEVATIONK12

3/8" = 1'-0"A-405

INTERIOR ELEVATIONK16

3/8" = 1'-0"A-103

ENLARGED WAITING AREA SECOND FLOOR PLANE1

3/8" = 1'-0"A-405

INTERIOR ELEVATIONA12

3/8" = 1'-0"A-405

INTERIOR ELEVATIONE10

3/8" = 1'-0"A-405

INTERIOR ELEVATIONA7

3/8" = 1'-0"A-405

INTERIOR ELEVATIONA1

KEYNOTES

MARK DESCRIPTION

1 WALL BASE REFER TO INTERIOR FINISH SCHEDULE

2 SCHEDULED FINISHED CEILING

3 PAINT WALL REFER TO INTERIOR FINISH SCHEDULE

4 FLOOR FINISHES REFER TO INTERIOR FINISH SCHEDULE

5 SIGNAGE REFER TO INTERIOR PLANS, SCHEDULE, AND DETAILS, TYPICAL

6 CHAIR RAIL

7 BUILT-IN RECEPTION DESK

8 DOORS AND FRAMES REFER TO DOOR SCHEDULE

9 SLIDING CASEMENT WINDOW

SHEET NOTES

1. REFER TO G SERIES DRAWINGS FOR GENERAL NOTES, ABBREVIATIONS AND

SYMBOLS.

2. VERIFY IN FIELD ALL DIMENSIONS PRIOR TO CONSTRUCTION.

3. REFER TO Q-201 FOR MOUNTING HEIGHTS, TYPICAL.

4. REFER TO IN SERIES DRAWINGS FOR FINISH INFORMATON.

5. REFER TO OTHER DISCIPLINES FOR ADDITIONAL REQUIREMENTS.

6. PROVIDE BLOCKING AS REQUIRED FOR GOVERNMENT FURNISHED EQUIPMENT

AND ACCESSORIES. REFERENCE Q SERIES EQUIPMENT PLANS.

AM

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PER SCHEDULE

WINDOW WIDTH

PE

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IN

D O

W H

EI

G

H T

PE

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H

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W2 & W3

ALUMINUM METAL FRAME

AND GLAZING

PER SCHEDULE

WINDOW WIDTH

PE

R

S C

H

ED

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W

IN

D O

W H

EI

G

H T

PE

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H

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LE

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H

EI

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T

W1

ALUMINUM METAL FRAME

AND GLAZING

EQ

PER SCHEDULE

DOOR WIDTH

STOREFRONT AND GLAZING

ST-1

9' - 0"

2'

1/

2" 7'

/2

EQ

2'

9" 4'

8"

2'

1/

4"

STOREFRONT AND GLAZING

ST-2

EQ

9' - 0"

EQ

CURTAIN WALL AND GLAZING

CW-1

3'

/2

3'

1/

2" 2'

2"

4'

8"

3' - 0 1/2"

0' - 7 1/2"

IG-1

IG-1

IG-2

IG-1

IG-2

CURTAIN WALL AND GLAZING

CW-2

0' - 10 1/2"

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

0' - 10 1/2"

IG-1

IG-1

IG-2

IG-1

IG-2

IG-1

IG-1

IG-2

IG-1

IG-2

IG-1

IG-1

IG-2

IG-1

IG-2

11' - 1 1/2"

CURTAIN WALL AND GLAZING

CW-3

0' - 7 1/2"

3' - 0 1/2" 2' - 8 1/4"

5' - 8 3/4"

IG-1

IG-1

IG-2

IG-1

IG-2

IG-1

IG-1

IG-2

IG-1

IG-2

EXISTING BRICK

VENEER

BRICK INFILL

ATTACHED TO EXISTING

SHEATHING WITH METAL

TIES (1PC /2.67SF)

3/8" PLYWOOD

R-13 INSULATION

WITH VAPOR RETARDER

AT INTERIOR FACE

EXIST. SHEATHING

1" AIR SPACE

BRICK TIES

@ MAX 16" O.C. VERTICALLY

AND 24" O.C. HORIZONTALLY

SECTION

EXISTING FRAMING

3/4" PLYWOOD

GALV. STEEL LINTEL AT

FIRST FLOOR OPENINGS

2x4 WD BLOCKING

@ 16" O.C. MAX.

5/8" GYP BD

EXISTING FRAMING

WD BLOCKING

EXIST. SHEATHING

4'

9"

ELEVATION

4' - 0 1/2" +/-

REMOVE BRICK ON JAMBS TO

ALLOW TOOTHING IN NEW BRICK

WITH EXISTING. MAINTAIN

FACTORY FACED EDGES ONLY,

NO SAW CUT BRICKS.

REPLACE 3 COURSES

OF BRICK TO INSTALL LINTEL

AT FIRST FLOOR OPENINGS

EXISTING OPENING

STOREFRONT AND GLAZING

ST-1A

EQ

7' - 4 1/4"

PER SCHEDULE

DOOR WIDTH

EXISTING UPPER

FIRST FLOOR

3' - 6"

SECOND FLOOR

9' - 5 1/4"

CEILING AS

SCHEDULED

GALV. STEEL

LINTEL

EXIST. CAVITY WALL:

- BRICK VENEER

- 1" AIR SPACE

- SHEATING

- 3 5/8" WD FRAMING

- BATT INSULATION

- GYP BD

EXISTING OPENING

INFILL:

-5/8" GYP BD

-3 1/2" CFMF

-R-20 INSULATION

-3/4" PLYWOOD

EXISTING BRICK

WALL BEYOND

NAILER

BLOCKING

NAILER

BLOCKING

EXIST. WD FRAMING

FLOOR FRAMING

REFER TO STRUCT.

SECTIONELEVATION

/8

/4

3/

4"

/2

8'

2"

3'

0"

STERIL

INST STOR

FLOOR FINISH

OPENING FOR STERILIZER

BASE CABINET

WITH SOLID

SURFACE TOP

AS SCHEDULED

1/4"

36"

1/4"

2' - 8 1/2"

EXTEND THE

COUNTERTOP

AT OPENING

4.5"Dx36"Wx48"H

PASS THROUGH

WINDOW.

REFER TO S1900 ON Q-601 AND

SPEC SECTION 117100-2.4.6

1/ 4"

1/ 4"

ROUGH OPENING

3' - 0 1/2"

R O

U G

H O

PE

N

IN

G

4'

1/

2"

SOLID

SURFACE

TOP 3/4"

BACKSPLASH

BEYOND

SCHEDULED

WALL

SCHEDULED

CEILING

A-603 A6

PE

R

S C

H

ED

U

LE

LO

U

VE

R

H

EI

G H

T

PER SCHEDULE

LOUVER WIDTH

L-1

5/8" GYPSUM BOARD

BOXED HEAD

FRAMING , TYP

MTL STUDS

AS SCHEDULED

INSULATION

PER PARTITON SCHEDULE

PER PARTITION SCHEDULE

CORNER BEAD

CONTINUOUS

PERIMETER

SEALANT AROUND

WINDOW

PASS THROUGH WINDOW

AND FRAME INSTALLED

IN CASED OPENING

CASED

OPENING

EQ 4 1/2" EQ

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US Army Corps of Engineers ®

SHEET ID

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TYPE

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ROUGH OPENING FRAME PANEL DETAILS

REMARKSWIDTH HEIGHT WINDOW TYPE MATERIAL TYPE THICKNESS HEAD JAMB SILL

L-1 4' - 4" 7' - 0" LOUVER AL REFER TO MECHANICAL

W1 3' - 3 1/2" 4' - 9" DOUBLE HUNG AL IGU K6/604 F6/604 A6/604 NON-OPERABLE

W2 4' - 0 1/2" 4' - 9" DOUBLE HUNG AL IGU K1/604 F1/604 A1/604 NON-OPERABLE

W3 4' - 0 1/2" 4' - 9" DOUBLE HUNG AL IGU K6/604 F6/604 A6/604 NON-OPERABLE

W4 2' - 0" 3' - 0" FIXED AL WITH LEAD LINING LEAD PROTECTED PER SPEC 134910 K11/604 F11/604 A11/604 LEAD GLASS W5 4' - 0" 4' - 6" SLIDING TRANSACTION AL TEMPERED 1/4" B15/A405 B15/A405(SIM) B15/A405 LOCKABLE SLIDING GLASS WINDOW

1/4" = 1'-0"

WINDOW AND STOREFRONT TYPES

1. REFER TO G SERIES DRAWINGS FOR GENERAL NOTES, ABBREVIATIONS AND

SYMBOLS.

2. VERIFY IN FIELD ALL DIMENSIONS PRIOR TO CONSTRUCTION.

3. STOREFRONT AND CURTAIN WALL TO HAVE INSULATED GLAZING UNITS TYP.,

REFER TO SPECIFICATIONS FOR GLAZING COMPOSITION.

4. NEW DOUBLE HUNG WINDOWS TO HAVE SASHES FIXED IN PLACE WITH

SASH BLOCKS AND BE NON-OPERABLE.

SHEET NOTES

1/2" = 1'-0"A-201

BRICK WALL INFILL TYPICALF11

1/2" = 1'-0"A-605

STUD WALL INFILL TYPICALF16

IG-1 INSULATED GLAZING UNIT

IG-2 INSULATED GLAZING UNIT WITH SPANDREL GLAZING

1/2" = 1'-0"

PASS THROUGH WINDOW DETAIL

UPPER ROOF

21'-2"

LOUVER SCHEDULE

TYPE

MARK

ROUGH OPENING FRAME DETAILS

REMARKSWIDTH HEIGHT WINDOW TYPE MATERIAL HEAD JAMB SILL

L-1 4' - 4" 7' - 0" Louver - Extruded ARCH AL REFER TO MECHANICAL

1/4" = 1'-0"

LOUVER TYPES

3" = 1'-0"A-603

WINDOW DETAIL HEADA6

0 0.125' 0.25' 0.5' 0.75'

SCALE: 3"=1'-0"

0 2' 4' 8'

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

AM

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C P

C05P0

1. JSN WITH SUFFIX "#" INDICATES A REUSED ITEM.

2. ALL ACCESSIBLE TOILET ROOMS OR STALLS MUST MAINTAIN 5'-0" MINIMUM

CLEARANCE FROM TOILET SIDE WALL TO SIDE EDGE OF LAVATORY OR SINK

CABINET.

3. SEE SHEET Q-601 FOR EQUIPMENT AND CASEWORK SCHEDULE.

4. SINKS WHEN DIMENSIONED FROM WALL ARE TO BE CLEAR FROM FINISHED WALL,

IT IS CRUCIAL THAT THIS BE MAINTAINED AS A MINIMUM TO MEET ABA/ADA.

5. IOT TO VERIFY AND PROVIDE EXTENTIONS ON X6600 INTERORAL XRAY UNIT AS

REQUIRED.

AR94753

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US Army Corps of Engineers ®

SHEET ID

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SEALGRAPHIC SCALES

PLAN NORTH

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2' 4' 8'

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KEY PLAN

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D phone: web: rlfaei.com407.730.8600 |

4750 New Broad St | Orlando, FL 32814 architecture + engineering + interiors Rogers, Lovelock + Fritz, Inc.

aac000564 | CA Lic No: 629

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1. JSN WITH SUFFIX "#" INDICATES A REUSED ITEM.

2. ALL ACCESSIBLE TOILET ROOMS OR STALLS MUST MAINTAIN 5'-0" MINIMUM

CLEARANCE FROM TOILET SIDE WALL TO SIDE EDGE OF LAVATORY OR SINK

CABINET.

3. SEE SHEET Q-601 FOR EQUIPMENT AND CASEWORK SCHEDULE.

4. SINKS WHEN DIMENSIONED FROM WALL ARE TO BE CLEAR FROM FINISHED WALL,

IT IS CRUCIAL THAT THIS BE MAINTAINED AS A MINIMUM TO MEET ABA/ADA.

5. IOT TO VERIFY AND PROVIDE EXTENTIONS ON X6600 INTERORAL XRAY UNIT AS

REQUIRED.

AR94753

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E

E R

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SEALGRAPHIC SCALES

PLAN NORTH

SHEET NOTES

2' 4' 8'

1/4"=1'-0SCALE:

KEY PLAN

A

B

C phone: web: rlfaei.com407.730.8600 |

4750 New Broad St | Orlando, FL 32814 architecture + engineering + interiors Rogers, Lovelock + Fritz, Inc.

aac000564 | CA Lic No: 629

Q-106

B785

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1/4" = 1'-0" C1

SECOND FLOOR EQUIPMENT PLAN AREA C

A

M E

N D

M E

N T

S E

P ' 2

CB020 CB020

R7250C02C0

K4665

C04P0C02D0 A

A

K1552

F

CT020

CS010

CT050

C04P0C03F0

CS200

A5080 A5075

D0930

L2337

D0925D0755

CT050

C0039 C0039

CS200

A5075A5080

D8620

3' - 0"

C05P0

P7650

D0900

A5080

CS090

CT050

A5075

C05P0 D0904 D0904 D0904

D0904 D0680A

D0685

7' - 0"

X6600

D0682 D0685 A1067

A5080

D0680

A5145

A5145

A5075 A5145

A5145 A5080

D0680

D0685 D0682

A5075

A1067

D0680A

7' - 0"

X6600

D0685

D0680A D0670

D0682D0685

D0680

A5080A5145

A5145

A5075

A1067

CE040 CE040

C04H0C04H0C03H0

CT050

C05P0

CS180

A

A

4' - 0"

CT050

S1900

S0237 S0237

C02D0

CT020

CS040

A5082

C05P0

A5075

1' - 3"

D0670

C03H0

S0960A S0960A

AR94753

D

F A

ETS

ER

IGE

R

TS

T

OE RID

TIHCRA

CE

T

A

OF L

R E

NW

IC

K

OL IVAREZ

DA

E

LO

US Army Corps of Engineers ®

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SEALGRAPHIC SCALES

SHEET NOTES

2' 4' 8'

1/4"=1'-0SCALE:

phone: web: rlfaei.com407.730.8600 |

4750 New Broad St | Orlando, FL 32814 architecture + engineering + interiors Rogers, Lovelock + Fritz, Inc.

aac000564 | CA Lic No: 629

Q-202

B785

E Q

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1/4" = 1'-0"Q-103

LOUNGE 121AM1

1/4" = 1'-0"Q-103

SOILED UTIL 114M5

1/4" = 1'-0"Q-104

PROSTH LAB 240M8

1/4" = 1'-0"Q-104

PROSTH LAB 240M12

1/4" = 1'-0"Q-104

PROSTH LAB 240H9

1/4" = 1'-0"Q-104

PROSTH LAB 240H13

1/4" = 1'-0"Q-104

PROSTH DTR 239E1

1/4" = 1'-0"Q-104

PROSTH DTR 239E6

1/4" = 1'-0"Q-104

TYP. GEN DTR 237E9

1/4" = 1'-0"Q-104

TYP. GEN DTR 237E13

1/4" = 1'-0"Q-104

TYP. ORTHO DTR 256H1

1/4" = 1'-0"Q-104

TYP. ORTHO DTR 256H6

1/4" = 1'-0"Q-106

STERIL 214A6

1/4" = 1'-0"Q-106

STERIL 214A9

1/4" = 1'-0"A-405

LACT 203M15

1 REFER TO J2/Q-501 FOR EQUIPMENT BACKING DETAIL. DIMENSIONS INDICATED

ARE FOR PLACEMENT ONLY. PROVIDE SHOP DRAWINGS FOR EACH ITEM OF

EQUIPMENT TO INDICATE LOCATION OF EQUIPMENT BACKING.

2 SEE Q-601 FOR EQUIPMENT AND CASEWORK SCHEDULE.

3 REFER TO SHEET K9/Q-501 FOR CASEWORK BACKING DETAIL

4 ALL WALL MOUNTED ITEMS ARE TO RECEIVE WALL BACKING UNLESS OTHERWISE

NOTED.

5 ALL DIMENSIONS ARE AS SHOWN UNLESS OTHERWISE NOTED ON OTHER ROOM

ELEVATIONS.

6 ALL UPPER WALL MOUNTED CABINETS SHALL HAVE A 2" TASK LIGHT

APRON/VALANCE AND SHALL WRAP AROUND WHERE EXPOSED ENDS OF

CABINETS EXIST, UNLESS OTHERWISE NOTED. THIS DOES NOT OCCUR IN DENTAL

TREATMENT ROOMS.

EQUIPMENT KEYNOTES Q-202

MARK DESCRIPTION

1 SUPPORT BRACKET

2 ALIGN

3 SLOPED TOP

4 30" DEEP COUNTERTOP WITH COORDINATING DEPTH APRONS BELOW.

5 COUNTERTOP DEPTH IS 30" DEEP. CABINETS SHOULD

BE CORRESPONDING DEPTH.

1/4" = 1'-0"Q-104

TYP. ORTHO DTRH15

1/4" = 1'-0" A1

STERILE 214

ROOMS: 235, 233, 231 ROOMS: 235, 233, 231

ROOMS: 254 ROOMS: 254

A

M E

N D

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P ' 2

FIRST FLOOR

LOWER

0' - 0"

SECOND FLOOR

9' - 5 1/4"

2N 3N

34"x44" OA

1 1/2" CD

RH-1

UH-2

M

38"ø SA

32"x112" EA

64"x112" RA

2" RO3" CHWS

3" CHWR

3" HWS

3" HWR

HWRP-1

HM-1

AHU-1

MERV 8 FILTER

FIRST FLOOR

LOWER

0' - 0"

HN GE FE

3" CHWR

3" CHWS

DWH-1 DWH-2 DWH-3

BP-2

BP-1

B-1 B-2

H W

S

H W

S

H W

S

H W

S

FIRST FLOOR

3' - 6"

SECOND FLOOR

9' - 5 1/4"

2N

26"/32" SA

"x

R A

16"x34" RA

18"x32" RA 32"x18" RA

14"x30" RA

S-2

R-1

EF-1

28"/30" SA

20"/38" SA

24"x38" RA

2" HWR

2" HWS

16"/26" SA

16"/28" SA

32"/16" SA

"ø

S A

R-1

H W

R

8"ø SA

"ø

S A

8"x8" RA10"x8" RA6"x6" EA

3" CHWR

3" CHWS

1" HWR

DENTISTS (2)

SUPPLIES

CIRCULATION

2C4

BEEN

18"x32" RA

34"x16" RA

VAV-2-07

10"x12" RA

16"/26" SA

26"/22" SA

6"x6" EA

BEDN EN

18"x32" RA

8"ø SA

34"x16" RA

8"x10" RA

6"ø SA

22"/18" SA

16"/26" SA

2" HWS

1" HWR

US Army Corps of Engineers ®

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2' 4' 8'

1/4"=1'-0SCALE:

M-301

B785

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1/4" = 1'-0"MH104

MECHANICAL SECTIONJ8

KEYNOTES

MARK DESCRIPTION

1 6" TALL HOUSEKEEPING PAD. SEE STRUCTURAL FOR DETAILS.

2 DUCT ACCESS PANEL. MINIMUM 18"X18".

1/4" = 1'-0"MH104

MECHANICAL SECTIONJ3

1/4" = 1'-0"MH101

MECHANICAL SECTIONB7

1/4" = 1'-0"MH105

MECHANICAL SECTIONE3

1/4" = 1'-0"MH105

MECHANICAL SECTIONB3

COMBUSTION

FLUES (TYP)

A

M E

N D

M E

N T

S E

P '2

GYPSUM

CEILING T-BAR BY OTHERS

INSULATE PLENUM

RETURN GRILLE OR SUPPLY DIFFUSER

AIR DUCT

DUCT STANDOFF

EXHAUST DUCT-SIZES AS SHOWN ON PLANS.

DUCTS SHALL EXTEND UP TO ROOF EXHAUSTER

OPENING. DUCTS SHALL NOT TERMINATE BELOW

ROOF.

BACKDRAFT DAMPER

PROVIDE SPACE FOR

ELECTRICAL CONDUIT BETWEEN

DAMPER AND ROOF OPENING.

ROOF OPENING ANGLE FRAME

1' - 0" MIN. (TYP.)

2" X 4" WOOD NAILER

PRE-FAB INSULATED ROOFCURB W/BUILT-

IN CANT. FLASH & COUNTERFLASH

WEATHERTIGHT.

SECURE TO CURB W/STAINLESS STEEL

SCREWS 8" O.C. ALL SIDES.

WEATHERPROOF

ALUMINUM HOUSING

FRAMED BIRDSCREEN

ROOF

M

IN

INTERNAL DISCONNECT SWITCH

NOTE:

1. PROVIDE SUPPORT AS NEEDED AND SIZE ALL BOLTS AND SCREWS TO SECURELY HOLD THE EQUIPMENT IN PLACE AND WITHSTAND 75 MPH WINDS. WIND LOAD CALCULATIONS WILL BE REQUIRED FOR EXACT ATTACHMENT BOLT/SCREW SIZES DUE TO SIZE OF ROOF EQUIPMENT. CONTRACTOR SHALL COORDINATE BETWEEN EQUIPMENT

MANUFACTURER AND INSTALLER TO INSURE 75 MPH WIND CRITERIA IS MET.

1/2" THICK DUCT LINER,

SEE SPECS.

WORM GEAR DRIVE

STAINLESS STEEL STRAP.

INSULATED FLEXIBLE DUCT,

SEE PLANS FOR SIZE.

SUPPLY PLENUM,

SUPPORT AS REQ'D

SINGLE SLOT SUPPLY

DIFFUSER

ACTIVE SUPPLY SECTION

CEILING, REFER TO

ARCHITECTURAL DRAWINGS

ADJUSTABLE PATTERN

CONTROLLER

MIN. 2" LONGER

THAN INLET DUCT

SIZE.

GATE VALVE(TYP.)

PRESSURE GAGE (TYP.)

THERMOMETER (TYP.)

FLEXIBLE CONNECTION (TYP.)

UNION (TYP.)

F

FLOW RATE

SENSOR(TYP.)

CHR CHS

P/T TAPS (TYP.)

RISER

RIBBED

NEOPRENE PAD

CONTINUOUS

WELD

GALVANIZED SHEET

METAL SLEEVE

INSULATION

IF REQUIRED

(SEE SPECS)

CONCRETE

FLOOR SLAB

RISER

CLAMP

PLAN VIEW

8"x8" DUCT TO DISCHARGE

HOOD ON ROOF.

NEOPRENE ISOLATOR

TYPICAL OF 4

CEILING, REFER TO

ARCHITECTURAL DRAWINGS

ROUND DUCT,

SEE PLANS

FLEXIBLE

CONNECTION

TYPICAL

REMOVABLE FACE

GRILLE, BY FAN

MANUFACTURER

DOUBLE NUTS,

TYPICAL

ACCOUSTICALLY INSULATED

HOUSING

MIN. OF 4-5/16" ALL THREAD

STEEL HANGER RODS, SECURE

FROM STRUCTURE WITH DOUBLE

NUTS.

US Army Corps of Engineers ®

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NTS

F8

GRILLE CONNECTION

FOR GYPSUM CEILING LOCATIONS

NTS

K8

TYPICAL DOME TYPE EXHAUST

NTS

F2

LINEAR SLOT DIFFUSER DETAIL

NTS

B8

AIR COOLED CHILLER PIPING DETAIL

NTS

K2

TYPICAL RISER SUPPORT DETAIL

NTS

B2

CEILING EXHAUST FAN

A

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N D

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N T

S E

P '2

H

C

R L A

-D

AO

RA-D

AO

C

C

RF-VFD

START/STOP

STATUS

SPEED

DP-FLT-1

AI

DP-FLT-2

AI

DA-T

AI

SA-SMK

DI

INTERLOCK TO

STOP UNIT

FINAL-FILTER SA-P-SP

AI

CONTROL

STATIC

LOCATED 2/3

DOWN LONGEST

SUPPLY DUCT

SA-P-HL

AI

DO

DO

AHU-C-1

AHU-C-2

SUPPLY FAN

PROVIDED WITH

PIEZOMETERS

OA-AFMA

AI

RA-P-LL

AI

PRE-FILTER

PROVIDE MAGNEHELIC AT EACH FILTER

BANK

OA-T

AI

OA-H

AI

EXTERNAL OUTDOOR AIR

TEMPERATURE AND HUMIDITY SENSOR

RETURN AIR

RELIEF AIR OUTSIDE AIR

SUPPLY AIR

RETURN FAN

MA-HMA-T

C H

W R

C H

W S

AIR HANDLING UNIT (AHU-1) CONTROL

GENERAL

BCN SHALL GENERATE AN EQUIPMENT FAILURE ALARM ANY TIME THE STATUS OF THAT EQUIPMENT IS DIFFERENT THAN THE COMMANDED STATE. PROVIDE THE OPERATOR THE ABILITY TO OVERRIDE

AND MANUALLY SELECT, THROUGH SOFTWARE, THE STAGING ORDER OF ALL EQUIPMENT

INVOLVED IN STAGING SEQUENCES. ALL SETPOINTS AND STAGING INFORMATION SHALL BE ON THE

COLOR GRAPHICS.

UNIT START/STOP

THE AIR HANDLING UNIT MUST BE STARTED AND STOPPED BY THE BCN USING AN AUTOMATIC

COMMAND BASED ON THE TIME OF THE DAY. THE UNIT MUST ALSO HAVE A MANUAL START OPTION.

THE SUPPLY AND RETURN AIR FANS MUST START WITH RETURN AIR DAMPER FULLY OPEN AND

RELIEF AIR DAMPER FULLY CLOSED. OUTDOOR AIR DAMPER SHALL MODULATE TO PROVIDE 5,200

CFM OUTDOOR AIR.

DURING OCCUPIED HOURS THE OUTDOOR AIR DAMPER MUST MODULATE TO ADMIT THE MINIMUM

DESIGN OUTDOOR AIR AS MEASURED BY THE AIRFLOW MEASURING DEVICE INSTALLED

DOWNSTREAM OF THE OUTDOOR AIR DAMPER. THE DDC HARDWARE MUST ALSO MODULATE THE

RETURN AIR DAMPER, RELIEF AIR DAMPER, AND THE OUTDOOR AIR DAMPER TO MAINTAIN THE

MINIMUM OUTDOOR AIR FLOW RATE. AT VARYING SUPPLY AIR FLOW RATES.

THE RETURN AIR FAN MUST BE CONTROLLED TO MAINTAIN A CONSTANT DIFFERENCE IN AIR

VOLUME BETWEEN SUPPLY AIR FLOW AND RETURN AIR FLOW EQUAL TO THE MINIMUM OUTDOOR

AIR FLOW RATE OF 5,200 CFM (ADJ). AIRFLOW MONITORS AT THE SUPPLY AIR FAN AND RETURN AIR

FAN. IF SUPPLY OR RETURN AIR FAN SHALL BE USED BY DDC HARDWARE TO CONTROL RETURN

AIRFLOW BY ADJUSTING THE FREQUENCY OF THE VFD. FAIL TO START OR ANY ONE OF THE ABOVE

SYSTEM COMPONENTS FAILS TO ASSUME THE DESIGNATED POSITION, AN ALARM MUST BE

TRANSMITTED TO THE LOCAL DISPLAY PANEL AND BCN SYSTEM.

AIR FLOW CONTROL

A DUCT MOUNTED STATIC PRESSURE SENSOR MUST MONITOR STATIC PRESSURE IN THE DUCT

SYSTEM. THE STATIC PRESSURE SET POINT MUST BE DETERMINED BY THE TAB SUBCONTRACTOR AND MUST BE MAINTAINED BY ADJUSTING THE VARIABLE FREQUENCY DRIVE AT THE SUPPLY AIR FAN. WHEN THE VAV AIR TERMINAL UNIT DAMPERS CLOSE TO REDUCE THE SUPPLY AIR VOLUME, THE STATIC PRESSURE SENSOR MUST INDICATE THE RISE IN STATIC PRESSURE AND SIGNAL THE FAN DRIVE TO REDUCE THE SPEED AND MAINTAIN THE SET POINT. A REVERSE SEQUENCE MUST OCCUR WHEN UPON FALL IN STATIC PRESSURE. IF SUPPLY AIR STATIC PRESSURE EXCEEDS 4.25 IN

WG BCN SHALL GENERATE AN ALARM.

SUPPLY AIR TEMPERATURE CONTROL

THE SUPPLY AIR TEMPERATURE (TEMPERATURE LEAVING THE CHILLED WATER COIL) MUST BE

MAINTAINED DURING ALL OPERATING CONDITIONS. THE CHILLED WATER CONTROL VALVE MUST

CONTROL THE CHILLED WATER FLOW TO THE COIL TO MAINTAIN SUPPLY AIR DRY BULB

TEMPERATURE LEAVING THE CHILLED WATER COIL OF 52°F (ADJ).

DURING HEATING MODE THE HEATING COIL CONTROL VALVE MUST MODULATE TO MAINTAIN AHU

DISCHARGE AIR DRY BULB TEMPERATURE OF 55°F (ADJ).

DURING HEATING AND MECHANICAL COOLING MODES, THE OUTDOOR AIR DAMPER MUST BE

CONTROLLED TO MAINTAIN MINIMUM DESIGN OUTDOOR AIRFLOW RATE.

AIRSIDE ECONOMIZER

THE AIRSIDE ECONOMIZER MUST ONLY OPERATE WHEN OUTDOOR AIR CONDITIONS ARE ABOVE 42° F DRY BULB TEMPERATURE (ADJ) AND ARE BELOW 62°F DRY BULB TEMPERATURE (ADJ) AND 40%

RELATIVE HUMIDITY (ADJ). USING ENTHALPY BASED CONTROL THE OUTDOOR AIR FLOW IS

INCREASED ABOVE THE MINIMUM FLOW RATE WHEN OUTDOOR AIR ENTHALPY IS LESS THAN THE

RETURN AIR ENTHALPY. ECONOMIZER CONTROL IS ACCOMPLISHED BY MODULATING THE

OUTDOOR AIR, RETURN AIR, AND RELIEF AIR DAMPERS. IF ECONOMIZER HUMIDITY EXCEEDS 70%

RH, ECONOMIZER MODE SHALL BE DISABLED.

SUPPLY AIR TEMPERATURE RESET

THE SUPPLY AIR TEMPERATURE MUST BE RESET WHEN ALL OF THE VAV BOX DAMPERS ARE

EITHER AT MINIMUM AIR FLOW SETPOINT OR ARE NOT 100% OPEN. THE SUPPLY AIR TEMPERATURE

SETPOINT IS INCREASED GRADUALLY UNTIL AT LEAST ONE VAV BOX DAMPER IS FULLY OPEN

(MAXIMUM AIR FLOW SETPOINT). THE MAXIMUM SUPPLY AIR TEMPERATURE SHALL BE 56 °F (ADJ) THE SUPPLY AIR TEMPERATURE RESET SHALL BE OVERRIDDEN BY ANY ZONE LEVEL CONTROL AT

100% AIRFLOW DEMAND.

DDC SYSTEM POINTS LIST

AIR HANDLING UNIT

POINT DESCRIPTION

AHU SYSTEM START/STOP, AHU-1

DISCHARGE AIR TEMPERATURE

SUPPLY TEMPERATURE

MIXED AIR TEMPERATURE

RETURN AIR TEMPERATURE

POINT ID

ANALOG

C O

L O

R G

R A

P H

IC

DA-T

X

X

X

X

X

X

X

H U

M

ID

IT

Y

P R

E S

S U

R E

F L O

W R

A T

E

S T

A T

U S

C U

R R

E N

T

P O

S

IT

IO

N

INPUT

DIGITAL

S T

A T

U S

F

IL

T E

R

F

IR

E A

L A

R M

S Y

S

O P

E N

/C L O

S E

ANALOG

O N

/O F

F

O P

E N

/C L O

S E

DIGITAL

OUTPUT

H

IG

H

L O

W

P R

O O

F

T R

O U

B L E

M A

IN

T

E N

A N

C E

ALARMS

F L O

W R

A T

E

B T

U /H

R

R U

N T

IM

E

G A

L L O

N S

E N

T H

A L P

Y

CALCULATIONS

T E

M P

E R

A T

U R

E

T R

E N

D /L

O G

A D

J U

S T

A B

L E

SYSTEM FUNCTION

FREEZE PROTECTION

A TEMPERATURE SENSOR LOCATED DOWNSTREAM OF THE HEAT COIL MUST GENERATE AN ALARM

WHEN THE AIR DRY BULB TEMPERATURE IS 37°F OR LOWER. UPON A FURTHER DROP IN

TEMPERATURE TO 35°F, THE HEATING COIL CONTROL VALVE MUST BE IN THE FULLY OPEN

POSITION AND THE BCN MUST GENERATE A FREEZE ALARM.

SMOKE DETECTION IN AHU

UPON ACTIVATION OF THE DUCT-MOUNTED SMOKE DETECTOR, THE BCN SYSTEM MUST

SHUTDOWN BOTH FANS IN THE AIR HANDLING UNIT AND CLOSE THE AHU SMOKE DAMPERS; SEND A DIRECT SIGNAL TO THE FIRE ALARM SYSTEM WITH AN AUDIBLE ALARM, AND INITIATE BCN SYSTEM

ALARMS. THE AIR HANDLING UNIT SHALL BE MANUALLY RESTARTED ONLY AFTER THE SMOKE

DETECTOR IS RESET BY AUTHORIZED FIRE DEPARTMENT PERSONNEL.

WARM-UP AND COOL DOWN

DURING THE UNOCCUPIED PERIOD THE MORNING WARM-UP CYCLE MUST BE INITIATED BY THE BCN SYSTEM. PRIOR TO START-UP, OUTDOOR AIR AND RELIEF AIR DAMPERS MUST BE CLOSED AND THE RETURN AIR DAMPER MUST BE FULLY OPEN. THE SUPPLY AND RETURN AIR FANS WILL OPERATE

UNDER THE CONTROL OF THE STATIC PRESSURE SENSOR AND TRACKING VOLUMETRIC

CONTROLS. WHEN THE BUILDING IS OCCUPIED THE OUTDOOR AIR DAMPER MUST BE OPENED TO

PROVIDE MINIMUM OUTDOOR AIR FLOW. DURING THE WARM-UP CYCLE ALL TERMINAL UNITS MUST

BE UNDER THE CONTROL OF THEIR RESPECTIVE ROOM THERMOSTATS.

UNOCCUPIED MODE

THIS MODE MUST BE INITIATED BY THE BCN BASED ON TIME OF DAY. THE AHU FANS MUST

OPERATE AT MINIMUM SPEED WITH OUTSIDE AIR AND RELIEF AIR DAMPERS FULLY CLOSED. AHU FANS MUST MODULATE TO MAINTAIN BUILDING SPACE PRESSURE SETPOINTS. A NIGHT HEATING

CYCLE MUST BE INITIATED WHEN THE ROOM NIGHT SETBACK TEMPERATURE DROPS BELOW 60°F

(ADJ). THE COOLING COIL AND PREHEAT COIL CONTROL VALVES MUST BE CLOSED, AND SPACE

HEATING MUST BE PROVIDED BY THE REHEAT COILS AT THE VAV BOXES.

BCN MUST MONITOR SPACE TEMPERATURE FOR ROOMS 212, 214, AND 216. IF TEMPERATURE IN ANY OF THESE THREE ROOMS EXCEEDS 76°F(ADJ) UNIT SHALL OPERATE IN COOLING MODE UNTIL

SPACE TEMPERATURE FALLS BELOW 73°F(ADJ).

BCN MUST MONITOR UNIT RETURN AIR HUMDITY. IF RETURN AIR EXCEEDS 60% RH UNIT SHALL

OPERATE PER HUMIDITY CONTROL SEQUENCE.

OPTIMAL START

THE BCN MUST MONITOR THE SCHEDULED OCCUPIED TIME, OCCUPIED SETPOINTS AND SPACE

TEMPERATURE TO CALCULATE WHEN AN OPTIMAL START TIME FOR THE AHU. THE SYSTEM MUST

UTILIZE AN OPTIMAL START ALGORITHM FOR MORNING START UP TO MINIMIZE THE LENGTH OF TIME OF THE UNOCCUPIED WARM -UP OR COOL-DOWN PERIOD WHILE STILL MEETING THE SPACE

TEMPERATURE SETPOINTS BY THE START OF THE SCHEDULED OCCUPIED PERIOD.

FILTER STATUS

A DIFFERENTIAL PRESSURE SWITCH MUST MONITOR THE DIFFERENTIAL PRESSURE ACROSS EACH FILTER BANK WHEN THE FANS ARE RUNNING. UPON SENSING A DIFFERENTIAL PRESSURE HIGHER

THAN THE SET POINT DIFFERENTIAL PRESSURE, THE DDC HARDWARE MUST GENERATE A DIRTY

FILTER ALARM AT THE LOCAL DISPLAY PANEL AND AT THE BCN.

HUMIDITY CONTROL

ENABLE HUMIDIFIER UPON PROOF OF FAN START. DISABLE HUMIDIFIER UPON PROOF OF FAN STOP OR WHEN THE COOLING COIL VALVE (CLG-V) POSITION EXCEEDS 25% (ADJ) OPEN. BCN SHALL

MODULATE THE HUMIDIFIER CONTROL AS NEEDED TO MAINTAIN THE CALCULATED SUPPLY AIR

HUMIDITY SETPOINT. MONITOR THE RETURN AIR HUMIDITY SENSOR TO DETERMINE THE BUILDING

AVERAGE HUMIDITY VALUE.

THE SUPPLY AIR HUMIDITY SETPOINT SHALL BE RESET ACCORDING TO THE FOLLOWING RESET

SCHEDULE.

1. SUPPLY AIR HUMIDITY SETPOINT = 60%RH (ADJ) WHEN THE SPACE HUMIDITY IS 40%RH (ADJ);

2. SUPPLY AIR HUMIDITY SETPOINT = 75%RH (ADJ) WHEN THE SPACE HUMIDITY IS 30%RH (ADJ).

EVALUATE RETURN AIR HUMIDITY EVERY 15 MINUTES (ADJ).

IF RETURN AIR HUMIDITY EXCEEDS 60% RH, SUPPLY AIR FAN SHALL OPERATE AT FULL SPEED AND

BCN SHALL GENERATE HIGH HUMIDITY ALARM.RETURN AIR DAMPER SHALL MODULATE TO FULLY

OPEN AND RELIEF AIR DAMPER SHALL MODULATE TO MINIMUM POSITION TO MAINTAIN AIR FLOW

CONTROL SYSTEM SETPOINT.

AO

OA-D

AO

ECO-D

AO

H W

R

H W

S

SA-D-SMK

AO

RA-D-SMK

SYSTEM ON/OFF

ATFP SYSTEM EMERGENCY SHUTOFF

X XXX

SA-T

MA-T

RA-T

M O

D U

L A

T

IN

G

S P

E E

D

S E

T P

O

IN

T

XSUPPLY FAN SF-VFD

RETURN FAN RF-VFD X XXX X

X

X

X

X

XAHU-C-2

AHU-C-1

X

X

AHU SYSTEM EMERGENCY SHUTOFF

O F

F

X

X

X

X X

X

XXX

X

X

X

X

X

X

X

X

X

X

OA-T

OA-H

RA-H

MA-H

OUTDOOR AIR TEMPERATURE

OUTDOOR AIR HUMIDITY

RETURN AIR HUMIDITY

MIXED AIR HUMIDITY

OUTDOOR AIRFLOW MEASURING STATION

RETURN AIRFLOW MEASURING STATION

OA-AFMA

RA-AFMA

OA-D

RA-D

RLA-D

ECO-D

SA-P-HL

RA-P-LL

SA-P-SP

DP-FLT-1

DP-FLT-OA

OUTDOOR AIR DAMPER

RETURN AIR DAMPER

RELIEF AIR DAMPER

ECONOMIZER AIR DAMPER

SUPPLY AIR PRESSURE, HIGH LIMIT

RETURN AIR PRESSURE, LOW LIMIT

SUPPLY AIR PRESSURE, SETPOINT

PRE-FILTER DIFFERENTIAL STATIC PRESSURE

OA FILTER DIFFERENTIAL STATIC PRESSURE

HTG-V

CLG-V

AO

AO

SA-T

CLG-V

HTG-V

COOLING CONTROL VALVE

HEATING CONTROL VALVE

SA-SMK

RA-SMK

SA-D-SMK

RA-D-SMK

SUPPLY AIR SMOKE DETECTOR

RETURN AIR SMOKE DETECTOR

SUPPLY AIR SMOKE DAMPER

RETURN AIR SMOKE DAMPER

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X

XX

X

X

X

X

X

X

X

X

X

X

X

X

X X

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

DI

DO

AO

SF-VFD

START/STOP

STATUS

SPEED

DI

DO

AO

AI

AI AI

RA-SMK

DI

INTERLOCK TO

STOP UNIT

RA-T

AI

RA-H

AI

RA-AFMA

AI

AI

AI

AI

AI

X

SA-HSUPPLY AIR HUMIDITY X X X XXX

AI

SA-H

HUM-C

AOAO

HUM-CHUMIDIFIER X X X XX X

DIAO DI

SA-AFMA

AI

SUPPLY AIRFLOW MEASURING STATION SA-AFMA X X XX

NO

NC

NONO NO

NONC

NO

DP-FLT-OA

AI

OA FILTER

PROVIDE MAGNEHELIC

DP-FLT-2FINAL FILTER DIFFERENTIAL STATIC PRESSURE X XX

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

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

SEAL

M-706

B785

M E

C H

A N

IC

A

L C

O N

T R

O L S

W E

S T

P O

IN

T

N

Y N

E W

Y O

R K

D

IS

T R

IC

T

T N

E W

S W

A N

G E

R

J F

L Y

N N

S S

A B

A N

A Y

A G

A M

J M

A T

T H

E W

S

A U

G U

S T

W R

E

W -1

-D

-0

F

IL

E N

A M

E

R T

A S

U B

M

IS

S

IO

N A

U G

U S

T

D E

N T

A C

M

E P

F R

.R

V T

R E

P A

IR

B

U

IL

D

IN

G

D

E N

T A

C

W S

P U

S A

R

D S

T N

W W

A S

H

IN

G T

O N

D

C

NTS

A1

AHU CONTROL DIAGRAM

A

M E

N D

M E

N T

A U

G '2

A

M E

N D

M E

N T

S E

P '2

1E

MECH

UH-1

UH-2

HWP-1

HWP-2

J8

M-301

1N 2N 3N 5N

HN

EE

FN

CHWP-1

CHWP-2

J3

M-301

DENTAL MECH

44"x34" OA

43"/26" SA

44"x30" EA

50"x24" RA

38"ø SA

L-1

M

CO

M

AHU-1

ET-1

CHEMICAL

SHOT FEEDER

HM-1

BT-1

DWH-1

DWH-2

DWH-3

4N 6N

GN

S

S

AIR FLOW

MEASURING

STATION

DSS-6DSS-7

CHEMICAL

SHOT FEEDER

GLYCOL

FEEDER

BP-1

B-1

B-2

BP-2

UH-10

MERV 8 FILTER

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

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

SEALGRAPHIC SCALES

PLAN NORTH

2' 4' 8'

1/4"=1'-0SCALE:

KEY PLAN

A

B

C

D

MH104

B785

M E

C H

A N

IC

A

L F

IR

S

T F

L O

O R

D U

C T

W O

R K

P L A

N A

R E

A D

W E

S T

P O

IN

T

N

Y N

E W

Y O

R K

D

IS

T R

IC

T

T N

E W

S W

A N

G E

R

J F

L Y

N N

S S

A B

A N

A Y

A G

A M

J M

A T

T H

E W

S

A U

G U

S T

W R

E

W -1

-D

-0

F

IL

E N

A M

E

R T

A S

U B

M

IS

S

IO

N A

U G

U S

T

D E

N T

A C

M

E P

F R

.R

V T

R E

P A

IR

B

U

IL

D

IN

G

D

E N

T A

C

W S

P U

S A

R

D S

T N

W W

A S

H

IN

G T

O N

D

C

1/4" = 1'-0" H4

MECHANICAL FIRST FLOOR ENLARGED DUCTWORK PLAN AREA D

KEYNOTES

MARK DESCRIPTION

BOILER FLUE UP TO ROOF. TERMINATE WITH MANUFACTURER'S TERMINATION

VENT CAP.

2 EXHAUST FLUE UP THROUGH ROOF; SEE MH108 FOR CONTINUATION.

OUTSIDE AIR DUCT UP TO RH-1 ON ROOF. DUCT FULL SIZE OF HOOD

CONNECTION THROUGH ROOF.

BOILER INTAKE VENT THROUGH WALL; PROVIDE MANUFACTURER'S VENT

TERMINATION.

5 RETURN AIR PLENUM BOX, FULL SIZE OF UNIT CONNECTION.

A

M E

N D

M E

N T

S E

P '2

24 25

FULL PORT BALL

VALVE (TYP)

DEAD LEG ,

PIPE LENGTH(min.) - 1 1/2"

V

5(TYP.)

8(TYP.)

EXHAUST TO BE LOCATED MIN. 10 FT

AWAY FROM ANY DOOR OR WINDOW AND

MIN. 30 FT FROM ANY AIR INTAKE. VERIFY

CLEARANCES PRIOR TO INSTALLATION.

COVER OPENING WITH STAINLESS

STEEL MESH BIRD SCREEN

2"x 2"x 2" TEE

ROOF

2"

COVER OPENING WITH STAINLESS STEEL BIRD

SCREEN; AIR INTAKE TO BE LOCATED AT

MIN. 33 FT. FROM ANY EXHAUST. VERIFY

CLEARANCES PRIOR TO INSTALLATION

M

IN

IM

U

M

ROOF

2"

FINISHED

GRADE

NORMALLY CLOSED

AND LOCKED GAS

COCK

GAS METER, SIZED

FOR BUILDING

LOAD

PLUGGED TEE WITH

BUSHING AND 3/8"

PLUG

GAS PRESSURE

REGULATOR

PLUGGED TEE W/ BUSHING

AND 3/8" PLUG

14 GAUGE TRACER WIRE

(EXTEND 18" ABOVE

GRADE AND TIE OFF)

CONNECT TO 3-INCH

POLYETHYLENE PIPE.

SEE SHEET CU101.

TO GAS-FIRED

EQUIPMENT

NORMALLY OPEN

AND LOCKED GAS

COCK

UNISTRUT TYPE

BRACKET ATTACHED TO

BUILDING WALL

ANODELESS PREBENT RISER

NORMALLY OPEN AND

LOCKED GAS COCK

INSULATED UNION

EARTHQUAKE

SHUT-OFF VALVE

FLOAT SWITCH

HINGED ACCESS

DOOR

SENSOR CABLE

POWER CABLE

STAINLESS STEEL

LIFTING ROPE

GATE VALVE

HINGED ACCESS

DOOR

GATE VALVE

QUICK REMOVAL

SYSTEM

PUMP OFF

ELEVATION

PUMP ON

EXISTING DRAINTILE

INLET.

B .F

.F

PUMP 2 ON

FINISHED FLOOR

BASIN COVER (NEW)

4" DISCHARGE

CHECK VALVE

HIGH WATER ALARM

HIGH WATER ALARM

6" DISCHARGE

PLAN

4" VENT, IF REQUIRED BY LOCAL CODE

CHECK VALVE

4"

4"

FLOAT SWITCH

NOTES:

1. COORDINATE PIT SIZE, POWER REQUIREMENTS, AND LOCATION WITH CONTRACTOR.

2. ALL DRAIN PIPING IS BY OTHERS.

EXISTING BASIN

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

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

SEAL

P-501

B785

P L U

M B

IN

G

D E

T A

IL

S

W E

S T

P O

IN

T

N

Y N

E W

Y O

R K

D

IS

T R

IC

T

T N

E W

S W

A N

G E

R

J F

L Y

N N

S S

A B

A N

A Y

A G

A M

J M

A T

T H

E W

S

A U

G U

S T

W R

E

W -1

-D

-0

F

IL

E N

A M

E

R T

A S

U B

M

IS

S

IO

N A

U G

U S

T

D E

N T

A C

M

E P

F R

.R

V T

R E

P A

IR

B

U

IL

D

IN

G

D

E N

T A

C

W S

P U

S A

R

D S

T N

W W

A S

H

IN

G T

O N

D

C

NTS

J1

SHOWER DRAIN DETAIL

NTS

E1

COMPRESSED AIR DROP DETAIL

NTS

A1

AIR COMPRESSOR DETAIL

KEYNOTES

MARK DESCRIPTION

1 TANK MOUNTED DUPLEX AIR COMPRESSOR

2 AIR DRYER

3 AUTOMATIC DRAIN TRAP TO FLOOR DRAIN

4 PRESSURE GAUGE WITH STOP COCK

5 FLEXIBLE CONNECTION

6 BYPASS VALVE, NORMALLY CLOSED

7 FILTER

8 SHUT-OFF VALVE

9 AUTOMATIC TANK DRAIN TO FLOOR DRAIN

10 CONCRETE HOUSEKEEPING PAD, MINIMUM 4" THICK

11 AFTERCOOLER

12 VACUUM BREAKER

13 PRESSURE RELIEF VALVE

14 WATERFLOW SIGHT INDICATOR

15 WEATHERPROOF FILTERED INTAKE MUFFLERS

16 VIBRATION ELIMINATION MOUNTS

17 DRIP LEG WITH DRAIN VALVE

18 PRESSURE REGULATING VALVE

19 INTAKE AIR

20 ROOF

21 FINISHED FLOOR

22 COMPRESSED AIR HEADER (SEE PLAN FOR SIZES)

23 3/4" (OR AS INDICATED ON PLANS)

24 3/4" BUSHING

3/4" FTP COMBINATION PRESSURE REGULATING VALVE/IN-LINE FILTER WITH

INTEGRAL PRESSURE GAUGE

26 FEMALE TYPE QUICK DISCONNECT AT 3' AFF 1/2" ON 3/4" DROP

27 MALE TYPE QUICK DISCONNECT AT 3' AFF 1/2" ON 3/4" DROP

28 SHOWER DRAIN STRAINER

29 CERAMIC TILE AND SETTING BED

30 WATERPROOF MEMBRANE

31 CONCRETE FLOOR SLAB

32 CLAMP PAN TIGHTLY INTO DRAIN COLLAR

33 DRAIN BODY POURED IN PLACE

34 LEAD AND OAKUM GASKET

NTS

A9

DENTAL VACUUM EXHAUST DETAIL

NTS

E6

DENTAL AIR INTAKE DETAIL

NTS

J6

TYPICAL NATURAL GAS SERVICE CONNECTION DETAIL

NTS

A14

BASEMENT SUMP PUMP DETAIL

A

M E

N D

M E

N T

S E

P '2

8E6E 7E4E2E 5E3E

AE

3/4" OE

CIRCULATION

1C3

LOBBY

TLT (W)

100A

TLT (M)

100B

VEST

100C

ELEV MACH

100D

BE

7N 8N 9N 10N

AN

BN

CN

DN

EN

EQUIP

CRAWLSPACE

1/2" DA3/4" DA

WC-ADA L-1 L-1 U-1 WC-ADAWC-1

ELEV NO. 2

ELEV NO. 1

STAIR

1S1

3/4" OE UP

1/2" DA UP

3/4" OE UP

1/2" DA UP

3/4" OE UP

1/2" DA UP

3/4" OE UP

1/2" DA UP

3/4" DA

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

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

SEALGRAPHIC SCALES

PLAN NORTH

2' 4' 8'

1/4"=1'-0SCALE:

KEY PLAN

A

B

C

D

PG102

B785

P L U

M B

IN

G

F

IR

S T

F L O

O R

D E

N T

A L G

A S

P L A

N A

R E

A B

W E

S T

P O

IN

T

N

Y N

E W

Y O

R K

D

IS

T R

IC

T

T N

E W

S W

A N

G E

R

J F

L Y

N N

S S

A B

A N

A Y

A G

A M

J M

A T

T H

E W

S

A U

G U

S T

W R

E

W -1

-D

-0

F

IL

E N

A M

E

R T

A S

U B

M

IS

S

IO

N A

U G

U S

T

D E

N T

A C

M

E P

F R

.R

V T

R E

P A

IR

B

U

IL

D

IN

G

D

E N

T A

C

W S

P U

S A

R

D S

T N

W W

A S

H

IN

G T

O N

D

C

1/4" = 1'-0" C1

PLUMBING FIRST FLOOR DENTAL GAS PLAN AREA B

KEYNOTES

MARK DESCRIPTION

1 1/2" DA UP TO FOOT PEDAL ACTUATOR FOR SK-D

A

M E

N D

M E

N T

S E

P '2

File details come from the government source that posted it. Updated .