Attachment 06 - Vol 2 Construction Plans Construct Ambulance Garage.pdf

PDF 9 MB Posted Mar 26, 2024

Attached to: 636-807 - Construct Ambulance Garage - Iowa City, IA
Solicitation number: 36C77624B0011
Issued by: Department of Veterans Affairs Technology Acquisition Center Austin

About this file

Written by GovTribe AI · Mar 26, 2024

This document is a pre-solicitation notice for a federal contract opportunity to construct an ambulance garage at the Iowa City VA Medical Center. The Department of Veterans Affairs (VA) plans to issue an Invitation for Bid (IFB) in March 2024 for a Firm-Fixed-Price design-bid-build contract. The project involves constructing a new 1,500 square foot ambulance garage addition, completing landscaping and paving, and providing a dedicated ambulance entrance and emergency decontamination station. The solicitation will be issued as a total Service-Disabled Veteran-Owned Small Business (SDVOSB) set-aside with a 270 calendar day period of performance. The applicable NAICS code is 236220 with a size standard of $45.0 million. The magnitude of construction is between $2,000,000 and $5,000,000.

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Other files

File	Type	Posted
36C77624B0011 0005.pdf	PDF	May 6, 2024
36C77624B0011 0004.pdf	PDF	May 3, 2024
ATTACHMENT 02 Bid Document Addendum Specifications Drawings 04262024.pdf	PDF	Apr 26, 2024
ATTACHMENT 01 Garage IA Technical Questions Tracking Spreadsheet 04172024.pdf	PDF	Apr 26, 2024
36C77624B0011 0003.pdf	PDF	Apr 26, 2024
36C77624B0011 0002.pdf	PDF	Apr 17, 2024
S04 - Site Visit Agenda IFB 36C77624B0011 04092024.pdf	PDF	Apr 8, 2024
36C77624B0011 0001.pdf	PDF	Apr 8, 2024
Attachment 02- SOW Construct Ambulance Garage.pdf	PDF	Mar 26, 2024
Attachment 09 - Brand Name J and A - Iowa City IA 03182024.pdf	PDF	Mar 26, 2024
Attachment 04 - Vol 2 Specifications Construct Ambulance Garage.pdf	PDF	Mar 26, 2024
Solicitation 36C77624B0011_1.pdf	PDF	Mar 26, 2024
Attachment 05 - Vol 1 Construction Plans- Construct Ambulance Garage.pdf	PDF	Mar 26, 2024
Attachment 03 - Vol 1 Specifications Construct Ambulance Garage.pdf	PDF	Mar 26, 2024
Attachment 01 - Wage Determiniation IA20240068 03012024.pdf	PDF	Mar 26, 2024
Attachment 07 - GeoTech Report - Ambulance Garage.pdf	PDF	Mar 26, 2024
Attachment 08 - Limitations on Subcontracting - Construction.docx	DOCX document	Mar 26, 2024

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CC1

CC3

2.1 3.9

CC2

3.1

2 3 4

(E x

B E

A M

(E x

J O

B E

A M

(E x

J O

(E x

J O

(E x

J O

(E x

B E

A M

(E x

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/4 B

E A

(E x

J O

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J O

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(E x

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3'-0" 24'-1" 12'-3" 11'-10" 3'-0"

W x

W x4

W24x55 (2)W24x55 (2)

W x

W24x55 (2) W24x55 (2)

H S

S x x /8

H S

S 8x

6x 3/

-8

EL (+18'-0")

DECK BEARING

(E) 24" x 24" BEAM (E) 24" x 24" BEAM

(E x

J O

(E x

J O

(E x

J O

(E x

J O

(E x

J O

/2 x

/4 B

E A

(E) 4 3/4"

CONCRETE

SLAB

T.O. SLAB EL (+14'-0")

W x

4 EQ SP = 24'-1" 2 EQ SP = 12'-3" 2 EQ SP = 11'-10"

PRE-FABRICATED

CANOPY BY OTHERS

PRE-FABRICATED

CANOPY BY

OTHERS

EOS

E O

9" EOS

1-S6

TYP

1-S6

E O

9" EOS

1-S6

TYP

1'-0 5/8"

2 2

1-S6

TYP

1-S6

TYP

1" EXP JT

1-S6

TYP

3 3

NOTES:

1. (#) INDICATES NUMBER OF 3/4"⌀ x 5" HEADED STUDS

PER FOOT OF ALONG BEAM LENGTH.

2. SEE 1-S6 FOR TYPICAL SHEAR CONNECTION

DETAILS.

3. SEE 6 AND 7/1-S6 FOR TYPICAL MOMENT

CONNECTION DETAIL.

KEYNOTES:

1. 4 1/2" NORMAL WEIGHT CONCRETE ON 1 1/2" (20 GA)

COMPOSITE STEEL DECK, 2 SPAN MINIMUM, WITH

6x6 - W2.1xW2.1 WWR. TOTAL SLAB THICKNESS = 6".

2. C8x11.5 WITH TYPICAL SHEAR CONNECTION.

3. L3x3x1/4 KICKER.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

V A

-I o w a

C it y

-V

A m b G a ra g e

-I C

V A

M B

A R

.r v t

1-S4

ROOF FRAMING PLAN CONSTRUCTION AMBULANCE

GARAGE IOWA CITY

IOWA CITY, IA

636-807

MAY 25, 2023 DANBAR MEHNAK17002

N O R

1/4" = 1'-0"

ROOF FRAMING PLAN

Revisions: Date:

BACKER ROD AND

SEALANT - SEE SPECS

SAWCUT JOINT WITHIN

24 HOURS OF CONCRETE

PLACEMENT

SLAB ON GRADE

SEE PLAN

NOTES:

1. SEE CAST-IN-PLACE CONCRETE GENERAL NOTES

CONCERNING LOCATION OF JOINTS.

S E

E P

L A

T H

N E

S S t)

1/4" t/

SMOOTH DOWEL BARS

OR DIAMOND SHAPE

LOAD PLATES - SEE

SCHED

SLAB ON GRADE

SEE PLAN

UNBONDED

ON THIS SIDE

FIRST POUR SUBSEQUENT POUR

SLAB

THICKNESS

SMOOTH DOWEL

BAR

> 6" 1"Ø x 1'-4" @ 12" OC

DIAMOND SHAPE

LOAD PLATES

3/8"x4 1/2" x 0'-4 1/2" @ 18" OC

S E

E P

L A

N T

K N

E S

S (t

ENGINEERED FILL

FREE-DRAINING GRANULAR FILL

NOTES:

1. REFERENCE SPECIFICATIONS FOR MATERIAL AND

COMPACTION REQUIREMENTS.

VAPOR RETARDER - SEE SPECS

SLAB ON GRADE - SEE PLAN

REINFORCING - SEE PLAN

/3 t)

S E

E P

L A

N T

K N

E S

SMOOTH DOWEL BARS - SEE

SCHED. DRILL INTO EXISTING

(E) CONCRETE SLAB

UNBONDED

SLAB ON GRADE - SEE

TYPICAL DETAILS

SLAB

THICKNESS

SMOOTH DOWEL

BAR

> 6" 1"Ø x 1'-4" @ 12" OC

#4 @ 12" OC,

EACH WAY

CENTERED

6" FREE DRAINING

MATERIAL - SEE

SPECIFICATIONS

4" EXTRUDED

POLY-STYRENE

INSULATION

(ASTM C578)

ALL SIDES AND

ABOVE

GRADE BEAM

SEE PLAN

SLAB ON GRADE

SEE PLAN

1/2" EXPANSION JOINT

MATERIAL

#4 DOWELS x

@ 12" OC, TYP

6" CONCRETE SLAB

WITH #4 @ 12" OC, EACH

WAY, CENTERED IN THE

SLAB THICKNESS

EL (SEE PLAN)

T.O. SLAB

SLOPE AT 1/8"

PER FOOT OR AS

INDICATED ON SITE PLAN

1'-6"

C L R

WIDTH - SEE

SCHED

EL (SEE PLAN)

T.O. GRADE BEAM

SEE PLAN

FACE OF CONC CURB

BEYOND

DOWELS - SEE 6/1-S5

CONT REINF

SEE 6/1-S5

1/2" EXPANSION

JOINT MATERIAL

CFSF WALL

BEYOND

SLOPES

SLAB ON GRADE

SEE TYPICAL

DETAILS

TRENCH FOOTING

SEE PLAN

NOTE:

1. DRILL AND EPOXY DOWEL. PROVIDE 6" EMBEDMENT.

EL (SEE PLAN)

T.O. FOOTING

EL (SEE PLAN)

T.O. SLABS

E A

R C

1'-6"

#4 DOWEL @ 12" OC

SEE NOTE 1

SITE PAVING WHERE

OCCURS - SEE CIVIL

DRAWINGS

#4 CONT

EL (SEE PLAN)

T.O. SLAB

SLAB ON GRADE

SEE PLAN

1/2" EXPANSION

JOINT MATERIAL

GRADE BEAM

REINFORCING

EL (SEE PLAN)

T.O. GRADE BEAM

PAVING

SEE CIVIL

CURB WALL

SEE PLAN

SEE PLAN SEE PLAN

WIDTH - SEE

SCHED

C L R

(2) #4 CONT, EA

FACE, TYP

#4 DOWELS x

2'-0" @ 12" OC,

EA FACE

DOWELS

SEE 6/1-S5

CONT REINF

SEE 6/1-S5

EL (SEE PLAN)

T.O. GRADE BEAM

DRILLED PIER

SEE PLAN

BASE PLATE

CONSTRUCTION OR

CONTROL JOINT - SEE

GENERAL NOTES FOR

SPACING REQUIREMENTS-

3" C

CONCRETE INFILL

1/2" EXPANSION

JOINT MATERIAL

REINFORCING

SEE SCHED

GRADE BEAM

SEE PLAN

S E

E S

C H

E D

G R

A D

E B

E A

M D

E P

T H

SEE SCHED

GRADE BEAM WIDTH

DRILLED PIER

REINF - SEE 10/1-S5

T Y

DOWELS

SEE 8/1-S5

DOWELS

SEE 8/1-S5

TIES - SEE PIER

SCHED

EL (SEE SCHED)

B.O. DRILLED PIER

EL (SEE PLAN)

T.O. DRILLED PIER

VERTICAL REINFORCING

SEE PIER SCHED

3" CLR

SEE SCHED

DIAMETER

C L R

M A

X O

L /3 x Ø

O R

(N T

V A

S E

E S

C H

E D

D E

P T

L2 - SEE PLAN

EL (SEE PLAN)

T.O. DRILLED PIER

S (STIRRUP SPACING -

SEE SCHED)DRILLED PIER

SEE PLAN

(8) #6 DOWELS INTO

GRADE BEAM

SEE PLAN

90° STANDARD

HOOK AT END OF

GRADE BEAM

FACE OF SUPPORT

S/2, TYP

L1/3

L1 - SEE PLAN

CLASS B TENSION

LAP STARTING AT

FACE OF SUPPORT

CLASS B TENSION

LAP, TYP

L2/2

T E

N S

L A

C L A

S S

T Y

T.O. CONCRETE SLAB

MIN

3 x "D" "D"

REINFORCING

SEE DETAILS

SLEEVE FOR PIPING OR

CONDUIT. SEE MECHANICAL,

PIPING & ELECTRICAL

DRAWINGS FOR SIZE &

LOCATION

D E

P T

S E

E P

L A

ADD 2 -

AS SHOWN AT EA

PENETRATION, TYP

NOTES:

1. PENETRATION THROUGH BEAM IS NOT PERMITTED IN THESE AREAS.

2. ALL SLEEVES TO BE 1" CLEAR FROM ALL AROUND PIPE.

3. WHEN PIPE IS LOCATED AT MIDDLE THIRD OF GRADE BEAM, SEE ELEVATION A AND WHEN BELOW THE GRADE BEAM, SEE ELEVATION B.

S E

E N

O T

T Y

C L R

MAX

3"BOTTOM OF

GRADE BEAM

TYP

3" CLR

TYP

1'-6" MIN

TOP OF GRADE BEAM

PIPE WHERE OCCURS (12" Ø MAX

FOR SLEEVE). COORDINATE WITH

MEP DRAWINGS AND SLEEVE TYPICAL STIRRUPS NOT SHOWN

FOR CLARITY - SEE ELEVATION

ADDL (3) #4 STIRRUPS @ 3" OC, TYP

ADDL (2) #4 STIRRUPS @ 3" OC, TYP

ADDL 9'-0" LONG BAR (CENTER

ON PIPE). SIZE AND SPACING TO

MATCH GRADE BEAM BOTTOM

REINFORCING

ADDL BENT BAR

SIZE AND SPACING TO MATCH

GRADE BEAM BOTTOM

REINFORCING

2'-0" 2'-0"

M A

S E

E N

O T

Q S

T.O. SLAB

CL OF PIPE

ELEVATION A ELEVATION B

EL (SEE PLAN)

T.O. GRADE BEAM

DRILLED PIER

SEE PLAN

CONCRETE INFILL

1/2" EXPANSION

JOINT MATERIAL

PIER CAP

SEE PLAN

GRADE BEAM

AND REINF

SEE PLAN

GRADE BEAM

AND REINF

SEE PLAN

PIER CAP

SEE PLAN

(12) #8, VERT

#4 TIES AND

CROSS TIES

DRILLED PIER

BELOW - SEE PLAN

STEEL COLUMN

SEE PLAN

SITE PAVING

SEE CIVIL

SECTION A

DOWELS - SEE 8/1-S5

DRILLED PIER

REINF - SEE 10/1-S5

T Y

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

V A

-I o w a

C it y

-V

A m b G a ra g e

-I C

V A

M B

A R

.r v t

1-S5

FOUNDATION DETAILS CONSTRUCTION AMBULANCE

GARAGE IOWA CITY

IOWA CITY, IA

636-807

MAY 25, 2023 DANBAR MEHNAK17002

3/4" = 1'-0"

TYPICAL CONTROL JOINT

1 3/4" = 1'-0"

TYPICAL CONSTRUCTION JOINT

2 3/4" = 1'-0"

TYPICAL SLAB SECTION

3 3/4" = 1'-0"

NEW TO EXISTING SLAB DETAIL

3/4" = 1'-0"

TYPICAL STOOP DETAIL

3/4" = 1'-0"

FOUNDATION AT OVERHEAD

DOOR OPENING DETAIL

6 3/4" = 1'-0"

PERIMETER DETAIL WITH

GRADE BEAM AND CMU

3/4" = 1'-0"

GRADE BEAM SECTION

123/4" = 1'-0"

TYPICAL STRAIGHT

SHAFT DRILLED PIER

1/2" = 1'-0"

TYPICAL GRADE BEAM ELEVATION

3/4" = 1'-0"

TYPICAL UTILITY THROUGH GRADE BEAM DETAIL

3/4" = 1'-0"

GRADE BEAM SECTION

1 1/2" NON-SHRINK

GROUT

EL (SEE PLAN)

T.O. FOOTING

COLUMN

SEE PLAN

PL1/4"x3" x 0'-3"

WASHER, TYP

ELEVATION

1/4

1" BASE PLATE

HEAVY DUTY NUT

1"Ø ANCHOR ROD WITH

1'-0" EMBED, TYP

1'-8"

2" TYP

SINGLE STUD PER ROW

NOTES:

1. IF NUMBER OF STUDS IS NOT SHOWN ON PLANS, PROVIDE A SINGLE

ROW OF STUDS SPACED @ 1'-0" OC. EXCEPT AT W8 & W10 BEAMS,

PROVIDE @ 2'-0" OC CENTERED OVER BEAM WEB.

2. WHERE BEAM FLANGE THICKNESS IS LESS THAN 0.30", STUD ANCHOR

MUST BE PLACED AT CENTER LINE OF BEAM.

SLAB ON

STEEL DECK

SEE PLAN

DECK PERPENDICULAR TO BEAM

STEEL BEAMSTEEL BEAM

SEE PLAN

WHERE STUD

ANCHORS

CAN BE OFF

CL OF BM

HSA SEE PLAN

NOTES

(2) L4x3 1/2x5/16

DOUBLE ANGLE CONN

SUPPORTED BEAM 'n'

W8, W10

W12, W14

W16

W18

W21 6

W24, W27 7

'n' 3/4"Ø A325 BOLTS

COPE BOTTOM

FLANGE AS REQUIRED

NOTES:

1. DETAILER IS RESPONSIBLE FOR FULLY DEVELOPING GEOMETRY AND DIMENSIONAL

INFORMATION REQUIRED TO FABRICATE.

2. WHERE TYP SHEAR CONNECTION DETAIL IS NOT APPLICABLE, FABRICATOR SHALL

SELECT AND DETAIL ALTERNATE CONNECTION CAPABLE OF DEVELOPING EQUAL

STRENGTH. ALTERNATE CONNECTION SHALL BE SELECTED IN ACCORDANCE WITH

AISC CONNECTION TABLES.

1 1/2" MIN 1/2" NOMINAL

S P

A C

E S

'w'

'w' SEE SCHED

FOR SIZE

2 1/2" MAX 1 1/2" TYP

COPE BEAM

FLANGES AS

REQUIRED

BEAM

WHERE SHOWN

ON PLAN

CONNECTION PLATE AND

BOLTS - SEE SCHED

STEEL GIRDER

SEE PLAN

STEEL BEAM

SEE PLAN

NOTES:

1. FILLET WELD SIZE, 'w', SHALL BE AS SHOWN UNLESS A LARGER SIZE IS

REQUIRED BY AISC STEEL CONSTRUCTION MANUAL, TABLE J2.4.

2. WHERE NUMBER OF BOLTS NOTED IN SCHED CANNOT BE IN A SINGLE ROW,

ADD SECOND ROW WITH TWO BOLTS MINIMUM.

3. BOLT SIZE AND QUANTITY SHALL BE TYP FOR ALL CONDITIONS UNLESS

DETAILED OTHERWISE.

GRAVITY BEAM CONNECTION SCHEDULE

BEAM SIZE

PL THICK PL WELD (1)

NO. OF

BOLTS (2) (3)

W8, W10 1/4" 3/16"2

W12, W14 1/4"3

W16 5/16"4

W18 5/16"5

W24, W27 3/8" 1/4"7

W21 5/16"6

3/16"

1/4"

CONNECTION WITH 3/4"Ø BOLTS

REMARKS

T Y

C8 1/4" 3/16"2

NOTE:

1. INTERSECTING BEAM NOT SHOWN FOR CLARITY.

2 1/2"

TYP

1 1/2"

CANTILEVER BEAM

SEE PLAN

TYPICAL SHEAR

CONNECTION

STEEL BEAM

SEE PLAN

COLUMN

SEE SCHED

T Y

PLATE SAME THICKNESS

AS LARGER BEAM FLANGE

(1/2" MIN)

5/16

CP., TYP

5/16

TYP

COLUMN

FLANGE TO

CAP PLATE P.P

CP., TYP

PLATES SAME THICKNESS

AS BEAM FLANGE (1/2" MIN), TYP

CANTILEVER BEAM

SEE PLAN

COLUMN

SEE PLAN

STEEL BEAM

SEE PLAN

C.P.

5/16

CAP PLATE TO

COLUMN WEB

C.P., TYP

5/16

CAP PLATE

EACH COLUMN

FLANGE

5/16

TYP

T Y

2 1/2"

TYP

1 1/2"

TYPICAL SHEAR

CONNECTION

EL (SEE PLAN)

T.O. STEEL

EL (SEE PLAN)

T.O. GRADE BEAM

10"

T Y

(4) 5/8"Ø HILTI KWIK BOLT

TZ2 ANCHORS WITH 3 1/4"

EMBED IN CONCRETE

1/2" BASE PLATE

3/16

SECTION A

STEEL POST

SEE PLAN

STEEL BEAM

SEE PLAN

(2) 3/4"Ø BOLTS IN

VERTICALLY LONG

SLOTTED HOLES

1/4" TAB PLATE

EACH SIDE

STEEL BEAM

SEE PLAN

OVERHEAD DOOR

SEE ARCH

PLAN

SEE

3/16

1/4" CAP PLATE

5/16

SEE 9/1-S6 FOR

CONNECTION

DETAIL

HSS BEAM

SEE PLAN

HSS COLUMN

SEE PLAN

1/4

3 SIDES

1/4

3 SIDES, TYP

1/2" GAP

L3x3x3/8 x (COLUMN

WIDTH - 1"), TYP

3/8" BENT PLATE

x CONT

#4 BAR x 4'-0" @

12" OC WITH 180°

STANDARD HOOK

SLAB ON STEEL

DECK - SEE PLAN

3/16 2-12

STEEL BEAM

SEE PLAN1/2"Ø x 6" HSA

@ 12" OC

#4 BAR CONT

EOS - SEE PLAN

E Q

EL (SEE ARCH)

T.O. OPENING

3/8" CONT PLATE

HSS BEAM

SEE PLAN

NOTE:

1. SEE ARCH DRAWINGS FOR INSULATION,

THROUGH-WALL FLASHING, AND WEEP HOLES.

CLADDING

SEE ARCH

COLD-FORM WALL

SEE ARCH

4-12

PL5/16"x3 1/2"x3 1/2"

@ 3'-0" OC

3/16

TYP

VENEER - SEE ARCH

THRU-BOLT CONNECTION

BY CANOPY SUPPLIER, TYP

PRE-FABRICATED

CANOPY BY OTHERS

COLD-FORM WALL

SEE ARCH

NOTE:

1. CFSF SUPPLIER TO DESIGN WALL TO SUPPORT

CANOPY BOLT REACTIONS.

SLAB ON STEEL

DECK - SEE PLAN

KICKER

SEE PLAN

5/16" STIFFENER PLATE, TYP

STEEL BEAM

SEE PLAN

3/16

TYP

EL (SEE PLAN)

T.O. SLAB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

V A

-I o w a

C it y

-V

A m b G a ra g e

-I C

V A

M B

A R

.r v t

1-S6

STEEL DETAILS CONSTRUCTION AMBULANCE

GARAGE IOWA CITY

IOWA CITY, IA

636-807

MAY 25, 2023 DANBAR MEHNAK17002

3/4" = 1'-0"

WF COLUMN BASE PLATE

DETAIL (BP1)

1 3/4" = 1'-0"

SHEAR STUD LAYOUT DETAILS

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

TYPICAL DOUBLE

ANGLE SHEAR CONNECTION

3 3/4" = 1'-0"

TYPICAL SHEAR CONNECTION TO BEAM

3/4" = 1'-0"

ROOF BEAM AT COLUMN

FLANGE MOMENT CONNECTION

6 3/4" = 1'-0"

ROOF BEAM AT COLUMN

WEB MOMENT CONNECTION

7 3/4" = 1'-0"

OVERHEAD DOOR SUPPORT DETAIL

8 3/4" = 1'-0"

HSS TO HSS CONNECTION

93/4" = 1'-0"

REINFORCED SLAB EDGE DETAIL

3/4" = 1'-0"

HSS LINTEL DETAIL

10 3/4" = 1'-0"

PRE-FABRICATED CANOPY

Revisions: Date:

3/4" = 1'-0"

KICKER DETAIL

PLUMBING SYMBOL LIST

SYMBOL: DESCRIPTION:

PIPE SERVING FIXTURE ON FLOOR ABOVE

(EXAMPLE: FD = FLOOR DRAIN)

PITCH PIPE IN DIRECTION

RD-1

6"(1000)

ROOF DRAIN PROPERTIES SYMBOL

SIZE (ROOF SQ. FT.)

BALANCING VALVE (NUMBER INDICATES GPM)

GPM

CHECK VALVE

REDUCER - REFERENCE SPECIFICATION

FOR CONCENTRIC/ECCENTRIC AND FOT/FOB

PIPE CAP

PIPE DOWN

PIPE UP OR UP/DOWN

DIRECTION OF FLOW IN PIPE

SHUTOFF VALVE NORMALLY OPEN

SHUTOFF VALVE NORMALLY CLOSED

COLD WATER - POTABLECW

HOT WATER - POTABLEHW

HOT WATER CIRCULATING - POTABLEHWC

STORM DRAINAGE (ROOF SQUARE FOOTAGE)ST(1,000)

STS STORM DRAINAGE (SECONDARY)

VENTV

DRAIND

NOT ALL SYMBOLS MAY APPLY.

SOLENOID VALVE

PIPE CONTINUATION

ROUTE TO DRAIN

PLUMBING ABBREVIATION KEY

CO CLEANOUT

FLOOR CLEANOUTFCO

FLOOR DRAINFD

FLOOR SINKFS

HOSE BIBBHB

I.E. INVERT ELEVATION (FOR REFERENCE ONLY)

OIL SEPARATOROS

ROOF DRAINRD

SHOWERSH

SINKSK

TRENCH DRAINTD

YARD CLEANOUTYCO

VENT THROUGH ROOFVTR

ABOVE FINISHED FLOORAFF

ABBR: DESCRIPTION:

TYPICALTYP

CAST IRONCI

DUCTILE IRONDI

PLAN OR DETAIL NUMBER

PLAN OR DETAIL NAME

PLAN OR DETAIL SCALE

DETAIL REFERRED TO BY SECTION CUT

SHEET DETAIL IS LOCATED ON

NAME

VIEW NAME

1/8" = 1'-0"

M101

SIMSIM

INDICATES SIMILAR DETAIL REFERENCED

IN MULTIPLE LOCATIONS

LEVEL NAME

10'-0" HEIGHT ABOVE

PROJECT 0'-0"

1 INDICATES NOTE USED TO DESCRIBE

ADDITIONAL INFORMATION ABOUT

WORK REQUIRED, SPECIFIC TO THE

SHEET AND/OR DETAIL

N O R

INDICATES DIRECTION OF TRUE NORTH

VIEW KEY

LINE TYPE AND TAG KEY:

NEW WORK BY THIS CONTRACTOR (WIDE LINE)

NEW

EXISTING TO BE REMOVED (SHORT DASHED PATTERN)

NEW UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN)

EXISTING TO REMAIN OR WORK BY OTHERS (NARROW LINE)

EXISTING

EXISTING TO BE REMOVED BY OTHERS (SHORT DASHED PATTERN)

EXISTING UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN)

HALFTONING DOES NOT MODIFY SCOPE.

'TAG'-E TAGS WITH DASH 'E' INDICATES THE REFERENCED OBJECT IS EXISTING

TAG UNDERLINED TAG INDICATES OBJECT IS IN-SCOPE. IF NEW, ADDITIONAL

INFORMATION IS AVAILABLE IN A SCHEDULE, MATERIAL LIST, OR SYMBOL LIST

INDICATES AN EXISTING SYSTEM'S POINT OF CONNECTION/REMOVAL

T101

TEMPERATURE CONTROLS CONTRACTORT.C.C.

CIVIL CONTRACTORC.C.

FIRE PROTECTION CONTRACTORF.P.C.

PLUMBING CONTRACTORP.C.

GENERAL CONTRACTORG.C.

MECHANICAL CONTRACTORM.C.

ELECTRICAL CONTRACTORE.C.

CONTRACTOR ABBREVIATION KEY

ABBR: DESCRIPTION:

TECHNOLOGY CONTRACTORT.C.

CONTACT PERSONS:

PROJECT MANAGER

MECHANICAL

ELECTRICAL

TECHNOLOGY

ERIC HENDERSON

SENKO DIZDAREVIC

NICK WNUK

DESCRIPTION: PERSON:

A X

20" MAX.

A X

20"-25" MAX.

A X

. 4

A X

10" MAX. 10"-24" MAX.

ADA GUIDELINES - FRONT ACCESS

ADA STANDARDS FOR ACCESSIBLE DESIGN

INSTALL ABOVE COUNTER

DEVICE AT 44" ABOVE

FINISHED FLOOR.

INSTALL ABOVE COUNTER

DEVICE AT 40" ABOVE

FINISHED FLOOR.

INSTALL DEVICE AT 18"

ABOVE FINISHED FLOOR.

ADA GUIDELINES - SIDE ACCESS

INSTALL DEVICE AT 44"

ABOVE FINISHED FLOOR.

INSTALL DEVICE AT 42"

ABOVE FINISHED FLOOR.

MECHANICAL GENERAL NOTES:

THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED

TO, FIRE PROTECTION, PLUMBING, VENTILATION, PIPING AND TEMPERATURE CONTROL.

1. DRAWINGS SHOWING LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC. ARE

DIAGRAMMATIC AND MAY NOT ALWAYS REFLECT EXACT INSTALLATION CONDITIONS.

DRAWINGS SHOW THE GENERAL ARRANGEMENT OF DUCTWORK, PIPING, EQUIPMENT, ETC.,

AND MAY NOT INCLUDE ALL OFFSETS AND FITTINGS REQUIRED FOR COMPLETE

INSTALLATION. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING

CONSTRUCTION AND THE WORK OF OTHERS WILL PERMIT.

2. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS AND CLEARANCES FROM

ARCHITECTURAL, STRUCTURAL, SUBMITTALS, AND OTHER APPROPRIATE DRAWINGS OR

PHYSICALLY AT SITE. REVIEW ALL DRAWINGS, INCLUDING THOSE OF OTHER TRADES.

3. COORDINATE ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO PROVIDE

CLEARANCES REQUIRED FOR OPERATION, MAINTENANCE, CODE COMPLIANCE, AND TO

VERIFY NON-INTERFERENCE WITH OTHER WORK. DO NOT FABRICATE PRIOR TO

VERIFICATION OF NECESSARY CLEARANCES FOR ALL TRADES. BRING ANY INTERFERENCES

OR CONFLICTS TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING

WITH FABRICATION OR EQUIPMENT ORDERS.

4. REVIEW SPACE REQUIREMENTS OF EQUIPMENT SPECIFIED OR SUBSTITUTED AND MAKE

REASONABLE ACCOMMODATIONS IN LAYOUT AND POSITIONING TO PROVIDE PROPER

ACCESS.

5. ANY CHANGES REQUIRED TO ELIMINATE CONFLICTS OR THAT RESULT FROM A FAILURE TO

COORDINATE SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COST OR

EXPENSE TO OTHERS.

6. EACH CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ELECTRICAL

CHANGES REQUIRED FOR EQUIPMENT PROPOSED THAT DIFFERS FROM THE BASIS OF

DESIGN.

7. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY

AUDIO/VISUAL, AND OTHER MECHANICAL PLANS FOR EXACT LOCATIONS OF ALL CEILING

MOUNTED DEVICES, OTHER THAN SPRINKLERS.

8. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO WALLS,

FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES DAMAGE IS

RESPONSIBLE FOR PATCHING TO MATCH ORIGINAL CONSTRUCTION, FIRE RATING, AND

FINISH.

9. IN AREAS WITH DRYWALL CEILINGS COORDINATE LOCATIONS OF ACCESS PANELS WITH THE

GC FOR ACCESS TO VALVES, DUCTWORK ACCESSORIES, DAMPERS, ETC. COORDINATE

PANEL TYPE AND COLOR WITH ARCHITECT. NOTIFY THE GC OF THE REQUIRED ACCESS

PANELS PRIOR TO BIDDING.

10. SEAL ALL FLOOR, WALL, AND ROOF PENETRATIONS AIRTIGHT WHERE CONDUITS, PIPING,

AND DUCTS PENETRATE. PENETRATIONS THROUGH EXTERIOR WALLS AND ROOF SHALL BE

SEALED AIRTIGHT WITH WATERPROOFING MATERIALS RECOMMENDED BY MANUFACTURER

FOR OUTDOOR USE.

11. CAULK ALL PIPE AND DUCT PENETRATIONS OF FULL HEIGHT NON-FIRE RATED WALL,

PARTITION, FLOOR, AND ROOF ASSEMBLIES. THIS IS ESSENTIAL TO PREVENT NOISE

TRANSMISSION FROM ONE ROOM TO ANOTHER AND TO PROVIDE THE DESIRED NC LEVELS

WITHIN ROOMS.

12. WHERE PIPES AND DUCTS ARE SHOWN TO PENETRATE FLOORS, PROVIDE SLEEVED

OPENINGS WITH THE TOP EDGE RAISED ABOVE FLOOR SURFACE IN ACCORDANCE WITH ALL

RELEVANT SPEC SECTIONS. SEAL SLEEVE PERIMETER TO BE WATERTIGHT.

13. EQUIPMENT SIZES AND SERVICE CLEARANCE REQUIREMENTS VARY AMONG DIFFERENT

MANUFACTURERS. CONSULT APPROVED SHOP DRAWINGS FOR EQUIPMENT SIZES AND

REQUIRED SERVICE CLEARANCES. COORDINATE WITH LAYOUT OF EQUIPMENT PADS,

PIPING, DUCTWORK, ETC.

14. DO NOT BLOCK TUBE PULL OR EQUIPMENT SERVICE CLEARANCES.

15. MAINTAIN A MINIMUM WORKING CLEARANCE OF 3’-6” IN FRONT OF ALL ELECTRICAL

EQUIPMENT REQUIRING MAINTENANCE, INSPECTION, AND TESTING INCLUDING BUT NOT

LIMITED TO PANELS, DISTRIBUTION PANELS, SWITCHBOARDS, MOTOR CONTROL CENTERS,

TRANSFORMERS, EQUIPMENT DISCONNECTS AND STARTERS.

16. MAINTAIN THE DEDICATED ELECTRICAL EQUIPMENT SPACE DEFINED BY THE WIDTH / DEPTH

OF ELECTRICAL EQUIPMENT MEASURED FROM THE FLOOR TO A HEIGHT 6’-0” ABOVE THE

EQUIPMENT OR THE STRUCTURAL CEILING, WHICHEVER IS LOWER. SYSTEMS FOREIGN TO

THE ELECTRICAL DISTRIBUTION SYSTEM ARE NOT ALLOWED IN THE DEDICATED

ELECTRICAL SPACE INCLUDING: DUCTWORK, PIPING, ETC.

17. PROVIDE CONCRETE EQUIPMENT PAD FOR ALL FLOOR MOUNTED EQUIPMENT. PAD SHALL

EXTEND MINIMUM 6” BEYOND ALL SIDES OF EQUIPMENT.

18. DO NOT SUPPORT EQUIPMENT, PIPING, OR DUCTWORK FROM METAL DECKING OR OTHER

NON-STRUCTURAL BUILDING ELEMENTS. ANCHORS EMBEDDED IN CONCRETE SHALL BE

CRACKED CONCRETE APPROVED IN ACCORDANCE WITH SPECIFICATIONS.

MECHANICAL RENOVATION NOTES:

THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED

TO, FIRE PROTECTION, PLUMBING, VENTILATION, PIPING AND TEMPERATURE CONTROL.

1. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD

SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND

REPORT ANY CONFLICTS BEFORE PROCEEDING.

2. NOT ALL EXISTING DUCTWORK AND PIPING IS SHOWN. VERIFY EXISTING CONDITIONS

BEFORE STARTING WORK. NOTIFY ENGINEER OF ANY CONFLICTS WITH NEW WORK.

3. FIELD VERIFY THE AVAILABLE CLEARANCES FOR DUCTWORK AND PIPING BEFORE

FABRICATION. RISES AND DROPS MAY BE NECESSARY BECAUSE OF EXISTING FIELD

CONDITIONS.

4. EACH CONTRACTOR SHALL FIELD VERIFY ACCESSIBILITY TO THE AREA OF THEIR WORK AND

SHALL NOTIFY THE GENERAL CONTRACTOR PRIOR TO BIDDING IF OTHER UTILITIES ARE

REQUIRED TO BE REMOVED OR RELOCATED TO ALLOW ACCESS TO THEIR AREA OF WORK.

5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CUTTING, REMOVAL AND PATCHING OF

ROOFS, WALLS, AND FLOORS ASSOCIATED WITH WORK BY ALL CONTRACTORS.

CONTRACTORS SHALL NOTIFY THE GC OF AFFECTED AREAS PRIOR TO BIDDING.

6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF

CEILINGS, CEILING TILES, AND CEILING GRIDS ASSOCIATED WITH AREAS OF WORK BY ALL

CONTRACTORS. NOTIFY THE GENERAL CONTRACTOR OF AFFECTED AREAS PRIOR TO

BIDDING.

7. WHERE EXISTING MECHANICAL SYSTEMS ARE LOCATED IN AREAS THAT CONFLICT WITH

NEW EQUIPMENT, PIPING, OR DUCTWORK TO BE INSTALLED, EACH CONTRACTOR SHALL

EITHER ARRANGE NEW EQUIPMENT, PIPING, OR DUCTWORK IN SUCH A FASHION THAT IT

DOES NOT CONFLICT WITH EXISTING SYSTEMS, OR REWORK EXISTING MECHANICAL

SYSTEMS TO ALLOW FOR INSTALLATION OF NEW EQUIPMENT, PIPING, OR DUCTWORK.

8. PROVIDE TEMPORARY CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING

CONSTRUCTION. MAINTAIN ACCESS TO EXISTING MECHANICAL INSTALLATIONS THAT

REMAIN ACTIVE.

9. OBTAIN PERMISSION FROM OWNER BEFORE SHUTTING DOWN ANY SYSTEM FOR ANY

REASON. MAINTAIN SERVICE TO ALL COMPONENTS THAT ARE TO REMAIN UNTIL NEW

SYSTEMS ARE INSTALLED.

10. MAINTAIN EXISTING SYSTEM IN SERVICE UNTIL NEW SYSTEM IS COMPLETE AND READY FOR

TIE IN AND SWITCHOVER. DRAIN SYSTEM ONLY TO MAKE SWITCHOVERS AND

CONNECTIONS. OBTAIN PERMISSION FROM OWNER BEFORE PARTIALLY OR COMPLETELY

DRAINING SYSTEM. MAKE CHANGEOVER TO NEW SYSTEMS WITH MINIMUM OUTAGE.

11. DISCONNECT AND REMOVE MECHANICAL DEVICES AND EQUIPMENT SERVING EQUIPMENT

THAT HAS BEEN REMOVED.

1. THE SYMBOLS AND THE MATERIAL LIST ARE FOR THE CONVENIENCE OF THE CONTRACTOR.

CONTRACTOR SHALL VERIFY QUANTITIES AND FURNISH ALL MATERIALS REQUIRED FOR

FULLY OPERATIONAL SYSTEMS, WHETHER SPECIFIED OR NOT.

2. CATALOG NUMBERS SHALL NOT BE CONSIDERED COMPLETE, BUT ARE GIVEN AS AN AID TO

THE CONTRACTOR AND TO INDICATE THE QUALITY REQUIRED. CONTRACTOR IS

RESPONSIBLE FOR A COMPLETE DESCRIPTION OF MATERIAL ON THESE DRAWINGS AND IN

THE SPECIFICATIONS BEFORE ORDERING. THE DESCRIPTION OF THE MATERIAL TAKES

PRECEDENCE OVER THE CATALOG NUMBER. THE FIRST MANUFACTURER LISTED IS THE

BASIS OF DESIGN.

3. CONTRACTOR SHALL VERIFY THAT FIXTURES SUPPLIED ARE APPROVED PER ALL

APPLICABLE STATE, LOCAL AND GOVERNING AUTHORITIES.

4. ALL FIXTURES SHALL CONFORM TO FEDERAL ACT S.3874

5. VERIFY UNDERGROUND PIPE SIZES, INVERT ELEVATIONS, AND LOCATIONS PRIOR TO

BEGINNING ANY WORK.

6. REFER TO THE PLUMBING ROUGH-IN SCHEDULE FOR THE SIZES OF BRANCH PIPES TO

PLUMBING FIXTURES.

7. FOR CLARITY, NOT ALL VALVES HAVE BEEN SHOWN. PROVIDE SHUTOFF VALVES IN

DOMESTIC WATER PIPING SERVING EACH ROOM WITH FIXTURES. ANGLE STOPS SHALL NOT

BE CONSIDERED SHUTOFF VALVES.

8. P.C. SHALL CUT AND PATCH EXISTING AS REQUIRED FOR NEW OR DEMOLITION WORK

UNLESS NOTED OTHERWISE. REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION.

PLUMBING GENERAL NOTES: PLUMBING SLOPE REQUIREMENTS:

INTERIOR:

SANITARY WASTE: ≤2-1/2”ø=1/4” PER FOOT ≥3”ø = 1/8” PER FOOT ≥8”ø = 1/16” PER FOOT

STORM (GRAVITY): 1/8” PER FOOT

CONDENSATE AND INDIRECT DRAINAGE: 1/8” PER FOOT

SANITARY VENT: NO SPECIFIC PITCH, PITCH TO FIXTURES

DOMESTIC WATER: NO SPECIFIC PITCH, PITCH TO FIXTURES

BASED ON PLUMBING CODE: UPC-2021

PLUMBING SHEET INDEX

1-P0 PLUMBING COVERSHEET

1-P3 UNDERFLOOR PLAN - PLUMBING

1-P4 FLOOR PLAN - PLUMBING

1-P5 ROOF PLAN - PLUMBING

1-P6 PLUMBING DETAILS

GRAND TOTAL: 5

I O W A

S E

PROFESS IO NA

P20825

E N

L E

N G

I N E

E R

ERIC J.

HENDERSON

REF. SCALE IN INCHES

0 1 2 3

IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING

COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN

THEREON. SAID DRAWING AND/OR DATA ARE THE

EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE

USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT

THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PROJECT #19004229.07

V A

-I o w a C it y

-V

A m b G a ra g e

/M E

-I

C V

A A

M B

A R

.r v t

1-P0

PLUMBING COVERSHEET CONSTRUCTION AMBULANCE

GARAGE IOWA CITY

IOWA CITY, IA

636-807

MAY 25, 2023

PETERN ERIHEN17002

NOTES: (APPLIES TO ALL PLUMBING FIXTURES LISTED BELOW)

1) SIZES SHOWN ARE MINIMUMS. LARGER SIZES SHOWN ON THE DRAWING SHALL DICTATE THE

ROUGH-IN SIZE. 2) SANITARY RISERS UP IN WALL TO FIXTURES SHALL BE A MINUMUM OF 2". 3) DOMESTIC WATER BRANCH PIPING OUTSIDE OF THE WALL/CHASE SHALL BE A MINIMUM OF 3/4" UNLESS NOTED OTHERWISE. ONLY THE FINAL RISE-DROP SHALL BE SMALLER. 4) FINAL SANITARY

SIZE SHALL MATCH P-TRAP SIZE (REFER TO MATERIAL LIST).

PLUMBING ROUGH-IN SCHEDULE

TAG NAME DESCRIPTION

COLD

WATER

HOT

WATER SANITARY VENT

FD-Z TRENCH DRAIN - - 4" 2"

FS-1 FLOOR SINK - - 4" 2"

HB-1 HOSE BIBB - FREEZE PROOF 3/4" - - -

P-501 SINK 1/2" 1/2" 1 1/2" 1 1/2"

P-704 SHOWER VALVE 1/2" 1/2" 2" 1 1/2"

TD-1 TRENCH DRAIN - - 4" 3"

PLUMBING MATERIAL LIST

TAG NAME DESCRIPTION MANUFACTURER AND MODEL

FCO-1 FLOOR CLEANOUT - ADJUSTABLE, CAST IRON HOUSING, ANCHOR FLANGE,

TAPERED THREAD PLUG, ROUND SECURED STAINLESS STEEL TOP.

ZURN (Z1400), JOSAM (55000),

MIFAB (C1000), SMITH, WADE,

WATTS (CO-1200)

FD-Z REFER TO THE PROJECT SPECIFICATION MANUAL FOR DECRIPTION OF THIS

PLUMBING FIXTURE.

REFER TO THE PROJECT

SPECIFICATION MANUAL FOR

DECRIPTION OF THIS

PLUMBING FIXTURE.

FS-1 FLOOR SINK - CAST IRON BODY, NICKEL BRONZE RIM AND GRATE, 8" SQUARE, 4"

BOTTOM OUTLET, 6" DEEP RECEPTOR WITH STAINLESS STEEL MESH SEDIMENT

BUCKET, ACID RESISTANT COATED INTERIOR, SEEPAGE FLANGE WITH CLAMP.

ZURN (Z1910), SMITH (3101),

WADE (W-9110), JOSAM

(49300), WATTS (FS-710),

SIOUX CHIEF (861-2xXFNWC), SUN (FS2300), MIFAB (FS1520)

HB-1 HOSE BIBB - FREEZELESS WALL HYDRANT, BRASS VALVE BODY AND SEAT,

STANDARD FINISH, NON-FERROUS METAL STEM, AUTOMATIC DRAINING, VACUUM

BREAKER, 3/4" MALE HOSE THREAD, WALL CLAMP, KEY OPERATED, ASSE 1019

OR 1052 LISTED AND APPROVED.

VERIFY NUMBER OF KEY OPERATORS TO BE PROVIDED WITH OWNER. MOUNT

AT 18" ABOVE GRADE UNLESS NOTED OTHERWISE ON DRAWINGS.

PRIER (C-634), WOODFORD

(67), WATTS (HY-420), MIFAB

(MHY-10), SMITH (5619), WADE

(8600), ZURN (Z1310)

OS-1 OIL/SAND SEPARATOR - GRAVITY TYPE, POLYETHYLENE CONSTRUCTION, FIELD

ADJUSTABLE EXTENSIONS TO GRADE, TWO VENT CONNECTIONS.

CAPACITY SHALL BE 100 GPM, 68"x33"x51-1/2" DEEP OVERALL, 4" INLET/OUTLET, AND 3" VENT CONNECTIONS.

STRIEM (OS SERIES) OR

APPROVED EQUAL

P-501 REFER TO THE PROJECT SPECIFICATION MANUAL FOR DECRIPTION OF THIS

PLUMBING FIXTURE.

REFER TO THE PROJECT

SPECIFICATION MANUAL FOR

DECRIPTION OF THIS

PLUMBING FIXTURE.

P-704 REFER TO THE PROJECT SPECIFICATION MANUAL FOR DECRIPTION OF THIS

PLUMBING FIXTURE.

REFER TO THE PROJECT

SPECIFICATION MANUAL FOR

DECRIPTION OF THIS

PLUMBING FIXTURE.

RD-1 ROOF DRAIN - CAST IRON BODY, SECURED CAST IRON DOME, 15" ROUND,

BOTTOM OUTLET, FLASHING CLAMP, GRAVEL STOP, UNDERDECK CLAMP,

BEARING PAN, ADJUSTABLE EXTENSION TO MATCH INSULATION THICKNESS,

OUTLET SIZE AS LISTED ON DRAWINGS.

ZURN (Z-100), SMITH (1010),

WADE (3000), JOSAM (21500),

WATTS (RD-300), MIFAB

(R1200), SUN (RD4000), FROET

(200C)

RD-2 ROOF DRAIN - CAST IRON BODY, SECURED CAST IRON DOME, 15" ROUND,

BOTTOM OUTLET, FLASHING CLAMP, GRAVEL STOP, UNDERDECK CLAMP,

BEARING PAN, ADJUSTABLE EXTENSION TO MATCH INSULATION THICKNESS, 2"

TALL INTERNAL STANDPIPE, OUTLET SIZE AS LISTED ON DRAWINGS.

ZURN (Z-100), SMITH (1070),

WADE (3000), JOSAM (21500),

WATTS (RD-300), MIFAB

(R1200)

RDO-1 ROOF DRAIN OUTLET - LAMBS TONGUE DOWNSPOUT NOZZLE, BRONZE BODY,

INTEGRAL ANCHORING FLANGE, NO-HUB PIPE CONNECTION TYPE, OUTLET SIZE

AS LISTED ON DRAWINGS.

ZURN (Z-199), SMITH (1770),

WADE (3940), JOSAM (25010),

WATTS (RD-940), SUN

(RD4500)

SV-1 SOLENOID VALVE (WATER) - NORMALLY CLOSED GENERAL SERVICE, BRASS

BODY CONSTRUCTION, 1" NPT PIPE CONNECTIONS, SLOW CLOSING, TWO WAY

PILOT OPERATED, METAL SOLENOID ENCLOSURE, CONTINUOUS DUTY MOLDED

CLASS F COIL, SUITABLE FOR USE WITH WATER. PROVIDE STRAINER

UPSTREAM OF SOLENOID VALVE.

MINIMUM OPERATING PRESSURE DIFFERENTIAL OF 5 PSI

ELECTRICAL REQUIREMENTS - 120 VAC, HARD-WIRED, 16.1 WATTS.

ASCO (8221)

TD-1 REFER TO THE PROJECT SPECIFICATION MANUAL FOR DECRIPTION OF THIS

PLUMBING FIXTURE.

REFER TO THE PROJECT

SPECIFICATION MANUAL FOR

DECRIPTION OF THIS

PLUMBING FIXTURE.

YCO-1 YARD CLEANOUT - ROUND, DURA-COATED CAST IRON, SIZE AS LISTED ON

DRAWINGS, DOUBLE FLANGED HOUSING, HEAVY DUTY SECURED SCORIATED

DURA-COATED CAST IRON COVER, LIFTING DEVICE, BRONZE CLEANOUT PLUG

WITH GAS/WATER-TIGHT SEAL.

ZURN (Z1474), SMITH (4261),

WADE (8401), JOSAM (58680),

WATTS (CO-300-MF), MIFAB

(C1300-MF)

PUBLIC

TOILET

(-) EXAM 1

PATIENT

TOILET

C R

. C A

R T

OBSERVATION

ROOM

C O

R R

PSYCH

EXAM 2 EXAM 3 EXAM 4 EXAM 5 ENTRY

VESTIBULE

1W200A 1W215 1W222

1W 205A

1W223

1C P

1W216 1W217 1W218 1W219

1W220

1W200D

0.9

CC.1

2.1

3.9

CC3

CC2

3.1

FD-Z

P-501

FCO

DECONTAMINATION

STORAGE TANK

4"SAN

YCO

2" V UP

A N

2" V UP

I.E. = -5.00' I.E. - -5.00'

FCO

YCO

3"V

YCO

BY P.C.

BY C.C.

A N

FD-Z

3" V UP

B Y

P .C

Y C

BY P.C.

BY C.C.

DECON CHANGE

1W221B

DECON SHOWER

1W221A

GARAGE

1W221

YCO

6" ST UP

I.E. - -5.00'

OS-1

I.E. - -5.17'

I.E. - -5.32'4"SAN

COORDINATE EXACT

PLACEMENT IN DRIVE

AREA WITH CIVIL

PLANS AND VA COR

A N

4" S

A N

1 1/2"SAN

I.E. = -5.40'

I.E. = -9.20'

YCO

I O W A

S E

PROFESS IO NA

P20825

E N

L E

N G

I N E

E R

ERIC J.

HENDERSON

REF. SCALE IN INCHES

0 1 2 3

IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING

COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN

THEREON. SAID DRAWING AND/OR DATA ARE THE

EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE

USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT

THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PROJECT #19004229.07

V A

-I o w a C it y

-V

A m b G a ra g e

/M E

-I

C V

A A

M B

A R

.r v t

1-P3

UNDERFLOOR PLAN - PLUMBING CONSTRUCTION AMBULANCE

GARAGE IOWA CITY

IOWA CITY, IA

636-807

MAY 25, 2023

PETERN ERIHEN17002

N O R

1/4" = 1'-0"

UNDERFLOOR PLAN - PLUMBING

GENERAL SHEET NOTES:

1. EXISTING EQUIPMENT, DUCTWORK, PIPING,

ETC. SHOWN IS BASED ON AVAILABLE

EXISTING DRAWINGS. CONTRACTOR SHALL

VERIFY ALL EXISTING EQUIPMENT PRIOR TO

BEGINNING CONSTRUCTION.

KEYNOTES:

1. DECONTAMINATION MANUAL VALVE BELOW

GRADE. ACCESSIBLE VALVE BOX COVER.

2. REFER TO 2/1-P6 FOR DECONTAMINATION

STORAGE TANK DETAIL.

3. REFER TO SHEET 4/1-P6 FOR OIL/SAND

SEPARATOR DETAIL.

U M

A R

O O

M E

X A

E X

A M

P A

TIE

ILE

M E

D S

E X

A M

E X

A M

G Y

N E

X A

M R

O O

PUBLIC

TOILET

(-) EXAM 1

PATIENT

TOILET

R E

C E

TIO

P R

O V

R W

O R

K R

O O

C R

. C A

R T

P A

TIE

T /

ILY

W A

ITIN

N U

R S

E S

TIO

N U

R S

E S

TIO

OBSERVATION

ROOM

C O

R R

C O

R R

G E

PSYCH

EXAM 2 EXAM 3 EXAM 4 EXAM 5

C O

R R

ENTRY

VESTIBULE

1W200A 1W215 1W222

1W 205A

1W223

1C P

1W 200B

1W216 1W217 1W218 1W219

1C P

1W220

1W200D

0.9

CC.1

2.1

3.9

CC3

CC2

3.1

1"HW

3/4"HW

3/4"CW

3"CW

2"V 2"V

3"CW

1 1/2"HW

3"CW

3/4"HW

2"V

3"CW

3/4"HW

HB-1

P-704 P-704

P-501

1 1/2"V

2"V

FCO-1

3/4"HWC

"H W

FCO-1

3" V UP TO 4" VTR

2" V DN

2" V UP TO 4" VTR2" V DN

1"CW

4" VTR

"H W

3/4"HW

3/4"CW

3/4"HW

3/4"HWC

1"HW

1"CW

0.5

3" V DN

DECON CHANGE

1W221B

DECON SHOWER

1W221A

GARAGE

1W221

FS-1

YCO-1

FD-Z

3/4"CW

3/4" CW UP

RDO-1

6"ST (1,920)

6"STS (1,920)

TD-1

YCO-1

6"ST DN

I O W A

S E

PROFESS IO NA

P20825

E N

L E

N G

I N E

E R

ERIC J.

HENDERSON

REF. SCALE IN INCHES

0 1 2 3

IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING

COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN

THEREON. SAID DRAWING AND/OR DATA ARE THE

EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE

USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT

THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PROJECT #19004229.07

V A

-I o w a C it y

-V

A m b G a ra g e

/M E

-I

C V

A A

M B

A R

.r v t

1-P4

FLOOR PLAN - PLUMBING CONSTRUCTION AMBULANCE

GARAGE IOWA CITY

IOWA CITY, IA

636-807

MAY 25, 2023

PETERN ERIHEN17002

N O R

1/4" = 1'-0"

FLOOR PLAN - PLUMBING

GENERAL SHEET NOTES:

1. EXISTING EQUIPMENT, DUCTWORK, PIPING,

ETC. SHOWN IS BASED ON AVAILABLE

EXISTING DRAWINGS. CONTRACTOR SHALL

VERIFY ALL EXISTING EQUIPMENT PRIOR TO

BEGINNING CONSTRUCTION.

2. REFER TO SHEET 3/1-P6 FOR PIPE HANGERS

DETAIL.

KEYNOTES:

1. DECONTAMINATION TANK LEVEL SENSOR

CONTROL PANEL. 4'-0" AFF.

2. PROVIDE A SOLENOID VALVE (SV-1) AT

CW/HW/HWC CONNECTION TO MAIN. PROVIDE

AND INSTALL A SWITCH TO OPEN SOLENOID

VALVE AT NURSE STATION. COORDINATE EXACT

LOCATION OF SOLENOID VALVE AND ASSOCIATED

SWITCH WITH OWNER PRIOR TO INSTALLATION.

ALL PIPING DOWNSTREAM OF SOLENOID VALVE

SHALL BE DRAINED. ALL PIPING BE SLOPED AT A

RATE NO LESS THAN 1"/20' TO A LOW POINT AND

THAT THE SYSTEM SHALL BE INSTALLED TO BE

COMPLETELY DRAINABLE. PROVIDE AND INSTALL

A DRAIN VALVE AT LOW POINT IN EACH PIPE

MAIN.

3. CONNECT HWC TO HW PIPING WITHIN 2 FT OF

FIXTURE.

4. REFER TO SHEET 1/1-P6 FOR YARD CLEANOUT

DETAIL.

0.9

CC.1

2.1

3.9

CC3

CC2

3.1

4" VTR

RD-1

6" (1,920)

RD-2

6" (1,920)

4" VTR

HB-1

3/4" CW DN

38'-8 221/256"

I O W A

S E

PROFESS IO NA

P20825

E N

L E

N G

I N E

E R

ERIC J.

HENDERSON

REF. SCALE IN INCHES

0 1 2 3

IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING

COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN

THEREON. SAID DRAWING AND/OR DATA ARE THE

EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE

USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT

THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PROJECT #19004229.07

V A

-I o w a C it y

-V

A m b G a ra g e

/M E

-I

C V

A A

M B

A R

.r v t

1-P5

ROOF PLAN - PLUMBING CONSTRUCTION AMBULANCE

GARAGE IOWA CITY

IOWA CITY, IA

636-807

MAY 25, 2023

PETERN ERIHEN17002

N O R

1/4" = 1'-0"

ROOF PLAN - PLUMBING

GENERAL SHEET NOTES:

1. EXISTING EQUIPMENT, DUCTWORK, PIPING,

ETC. SHOWN IS BASED ON AVAILABLE

EXISTING DRAWINGS. CONTRACTOR SHALL

VERIFY ALL EXISTING EQUIPMENT PRIOR TO

BEGINNING CONSTRUCTION.

5 FT

THRU [20]

6 8 10

[32][25] [40]

[65]

[50]

[75]

-1312 14 -16 -

[125][100]

[150]

[250]

[200]

[300]

[400]

[350]

[450]

[600]

[500]

20 241814 16128 1064 532 2 1/21 1/21 1 1/4

[9100] [9600][8500][7600] [8200][7000][5800] [6700][5200][4100] [4900][3700][3000] [3400][2700][2100]

--- --[4900] -[4100][3700] [4000] -[3000][2400][1800][1500]

THRU 3/4

[2100] [2100]

[2100]

[2700]

[2400]

NTS

SIDE VIEW TRAPEZE HANGER FOR UP TO

1000 LB. [453KG] UNIFORM LOAD

ADJUSTABLE CLEVIS HANGER TYPE 1 - SEE SPECIFICATIONS ADJUSTABLE CLEVIS HANGER TYPE 43 - SEE SPECIFICATIONS

MAXIMUM PIPE/TUBING SUPPORT SPACING

NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE.

NOM. SIZE

PIPE

TUBING

IN.

[mm]

FT.

[mm]

FT.

[mm]

PIPE HANGERS

[2 m m

M A

PROVIDE INSULATION SHIELD

& INSERT FOR ALL PIPING

(8" [200mm] MIN.)

BAND

1-5/8" [43mm] 12 GAUGE CHANNEL OR 2"x2"x1/4" [50x50x6.4mm] ANGLE

1/2" [15mm] DIA.

HANGER RODS WITH

36" [900mm] MAX.

SPACING ON EACH

CHANNEL

WELD

SADDLE

INSULATION SHIELD

AT HANGER

PROVIDE HIGH COMPRESSIVE

STRENGTH INSULATION (9

PSF MIN. DENSITY) UNDER

INSULATION SHIELD

INSULATION (VAPOR

BARRIER TYPE IS

REQUIRED FOR LOW

TEMPERATURE PIPE)

HANGER ROD

NOTES:

SEE SPECIFICATION FOR DETAILED

HANGER REQUIREMENTS

GRADE

INLET

OUTLET1

4' DIA.

5.3'

4' MIN.

500 GAL.

CONTROL PANEL. MOUNT TO WALL

IN GARAGE AS SHOWN ON PLANS.

PROVIDE CORROSION RESISTANT

STEEL SUPPORT FRAME IF WALL

SPACE IS NOT AVAILABLE.

1" STEEL ROD. SECURE ROD TO

TANK WITH CONCRETE ANCHORS

AND STAINLESS STEEL PIPE

CLAMPS SPACED EVERY 4".

GROUT AROUND PIPES

ENTERING MANHOLE.

BACKWATER VALVE

SEAL JOINT WITH

WATERTIGHT

COMPOUND.

4" SAN

ALL PIPES ENTERING AND EXITING

MANHOLES SHALL HAVE A JOINT WITHIN 6"

TO 24" OF THE OUTER SURFACE OF

MANHOLE. CONCRETE SHALL BE POURED

TO, BUT NOT BEYOND, THE FIRST PIPE JOINT.

REINFORCE BASE WITH

#4'S AT 12" O.C. EACH

WAY, CENTER IN SLAB.

LID LABELED 'SANITARY'

SCREW TYPE ADJUSTMENT

FOR DEPTH.

FLOAT/LEVEL SENSOR. SECURE

SWITCH TO ROD WITH TWO

STAINLESS STEEL PIPE CLAMPS.

(TYP.)

NORMALLY CLOSED ISOLATION

VALVE. COMPLETE STAINLESS STEEL

CONSTRUCTION. PROVIDE OWNER

WITH EXTENDED VALVE KEY.

SEAL JOINT WITH

WATERTIGHT COMPOUND.

CONCRETE BLOCK

18"x18"X8"fc' = 3500 PSI

CONCRETE SLAB.

18" LARGER THAN

NOMINAL DIAMETER OF

REINFORCED CONCRETE

MANHOLE.

4" SAN

MINIMUM OF 6" OF

COMPACTED SAND

BEDDING

SEAL JOINT WITH

WATERTIGHT COMPOUND.

HEAVY DUTY FRAME AND LID. NEENAH

R-1550WITH SELF-SEALING LID. MOUNT

FLUSH IN GRADE. VERIFY WITH OWNER

AND LOCAL MUNICIPALITY

(TYP 2.)

VALVE BOX ASSEMBLY

DECONTAMINATION STORAGE TANK

NTS

PROVIDE HEAVY DUTY CAST-

IRON COVER UNLESS

ALTERNATE COVER APPROVED

BY AHJ AND OWNER.

NOTE:

WALL SLEEVE REQUIRED

WHERE FOUNDATION WALL IS

PENETRATED. SEE PLANS.

WALL SLEEVE 4" LARGER I.D.

THAN O.D. OF SEWER PIPE

WITH WATER PROOF FLANGE

CAST-IN PLACE.

ROUGH FLOOR

SLAB.

4" MIN. RE:

PLBG DRAWING

SIZES.

FINISHED

GRADE

ADJUSTABLE

FLOOR CLEAN-OUT

FOR FOOT

TRAFFIC.

ALL CLEAN-OUT ADAPTERS

ARE TO BE GLUED IN PLACE

PVC/ABS

BODY

CLEAN-

OUT PLUG

NICKEL BRONZE

ADJUSTABLE

HEAD ASSEMBLY.

EXTERIOR INTERIOR

6" MIN.

RE: PLBG DRAWINGS

FOR SIZES.

FILL ANNULAR SPACE WITH NON

HARDENING, ADHESIVE TYPE

WATER & GAS TIGHT SEALANT.

FOUNDATION WALL.

D.I. OR C.I. HUB &

SPIGOT PIPE "SV"

WEIGHT.

PAVEMENT

SUB-GRADE

HEAVY DUTY CAST-

IRON STREET GRADE

COVER (DRIVE AREA).

RE: PLBG DRAWINGS

FOR SIZES.

TO SEWER

FINISHED GRADE

IN LANDSCAPE

18" DIA. POURED CONCRETE

RING. SLOPE AWAY FROM

CLEAN-OUT PLUG

3" TOP OF MULCH

OR ROCK

ROUGH

GRADE

LAWNLAWN

LANDSCAPE BOX -

MARKED C.O.

68"

ADJUSTIBLE MANHOLE

FRAME WITH LID

LABELED "OIL/SAND

INTERCEPTOR".

MINIMUM 24"

MANHOLES (TYP.)

CLEAN OUT AT

GRADE ON INLET

PIPE OF EACH UNIT

4" SAN

2-WAY CLEANOUT

TEE

ANCHOR KIT

I.E. = -5.17'

ACCESS EXTENTIONS

AS REQUIRED TO

REACH GRADE

CLEAN OUT AT GRADE ON

OUTLET PIPE OF EACH UNIT

2-WAY CLEANOUT TEE

ANCHOR

KIT

APPROXIMATE BOTTOM

ELEVATION = -8.42'

FLOWFLOW

4" SAN

MINIMUM OF 6"

COMPACTED

SAND BEDDING

NATIVE SOIL

ANCHOR KIT

CRUSHED

AGGREGATE OR SAND

CONCRETE SLAB

OR FINISHED GRADE

3" V UP INSIDE BUILDING.

ROUTE INDEPENDENTLY

TO THE ROOF.

APPROXIMATE TOP

ELEVATION = 0'

I.E. = -5.32'

SIDE VIEW END VIEW

TOP VIEW

NOTES:

1. REFER TO MANUFACTURERS RECOMMENDATIONS FOR

SPECIFIC VENTING REQUIREMENTS.

I O W A

S E

PROFESS IO NA

P20825

E N

L E

N G

I N E

E R

ERIC J.

HENDERSON

REF. SCALE IN INCHES

0 1 2 3

IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING

COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN

THEREON. SAID DRAWING AND/OR DATA ARE THE

EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE

USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT

THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PROJECT #19004229.07

V A

-I o w a C it y

-V

A m b G a ra g e

/M E

-I

C V

A A

M B

A R

.r v t

1-P6

PLUMBING DETAILS CONSTRUCTION AMBULANCE

GARAGE IOWA CITY

IOWA CITY, IA

636-807

MAY 25, 2023

PETERN ERIHEN17002

NO SCALE

YARD CLEANOUT - TWO-WAY

NO SCALE

OIL/SAND SEPARATOR - EXTERIOR PLASTIC

MTR

DSD

DIRECTION OF AIR FLOW

FLEXIBLE DUCT

MANUAL VOLUME DAMPER

RISE IN DIRECTION OF AIR FLOWR

DUCT CAP

DROP IN DIRECTION OF AIR FLOWD

DUCT DOWN

DUCT UP

SUPPLY/OUTSIDE AIR DUCT SECTION

RETURN AIR DUCT SECTION

EXHAUST/RELIEF AIR DUCT SECTION

4-WAY DIFFUSER WITH BLANKOFF IN ONE DIRECTION

SD-1

6/115

AIR TERMINAL PROPERTIES SYMBOL

NECK SIZE/CFM

### TERMINAL AIR BOX w/REHEAT COIL (REFER TO SCHEDULE)

OPPOSED BLADE DAMPER (REFER TO SCHEDULE)

PARALLEL BLADE DAMPER (REFER TO SCHEDULE)

CARBON MONOXIDE SENSORC

NITROGEN DIOXIDE SENSORN

THERMOSTAT/SENSOR WITH HEAVY DUTY ENCLOSURET

VENTILATION SYMBOL LIST

SYMBOL: DESCRIPTION:

NOT ALL SYMBOLS MAY APPLY.

T THERMOSTAT/SENSOR

VENTILATION ABBREVIATION KEY

ABBR: DESCRIPTION:

AD ACCESS DOOR

ABOVE FINISHED FLOORAFF

EA EXHAUST/RELIEF AIR

FSD FIRE/SMOKE DAMPER

OA OUTSIDE AIR

RA RETURN AIR

SA SUPPLY AIR

TRANSFER DUCTTD

TERMINAL AIR BOXTAB

TYPICALTYP

UON UNLESS OTHERWISE NOTED

N.C. NORMALLY CLOSED

NOT IN CONTRACTNIC

NORMALLY OPENN.O.

SCCR SHORT CIRCUIT CURRENT RATING

FIRE DAMPERFD