RFB947400-01 - HHS IMHI Boiler 3 Replacement - Drawings.pdf

Revisions Date No.

KCL Engineering 300 4th Street West Des Moines, Iowa 50265 info@kclengineering.com 515.724.7938

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25224

11-14-2025

NOT FOR CONSTRUCTION

11-14-2025

CONTRACT RFB - 947400-01 - HHS IMHI BOILER #3 REPLACEMENT

COVER SHEET

I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Iowa.

Ryan E. Kuntz Reg. No. 19703 Date

My license renewal date is December 31, 2025.

Pages or sheets covered by the seal:

11/14/2025

S000

11-14-25 11-14-25

MC THRU M504E000 THRU E100

300 4th Street West Des Moines, Iowa 50265 info@kclengineering.com 515.724.7938

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25224

11-14-2025

NOT FOR CONSTRUCTION

11-14-2025

CONTRACT RFB - 947400-01 - HHS IMHI BOILER #3 REPLACEMENT

GENERAL NOTES AND SYMBOLS

POINT OF DISCONNECT OR NEW CONNECTION POINT

EQUIPMENT IDENTIFICATION TAG

SHEET REFERENCE

SECTION CUT REFERENCE TAG, SIM-SIMILAR, TYP-TYPICAL, OPP-OPPOSITE

(E) EXISTING = HALFTONE LINEWORK

NEW = DARK LINEWORK

DEMO = DASHED DARK LINEWORK

KEYNOTE

GENERAL SYMBOLS

SHEET REFERENCE

DETAIL DRAWING REFERENCE TAG, SIM-SIMILAR, TYP-TYPICAL, OPP-OPPOSITE

A101

SIM

INTERIOR ELEVATION DRAWING REFERENCE TAG

BELOW GRADE = LONG DASHED DARK LINEWORK

A101 1

R ef

XXX

X

A101

SIM

ABSOR

ACU

AD

AFF

AFG

AHU

AV

BOT

BTU

BTUH

BV

CA

CB

CENT

CFM

CI

CL

COND

CO

CONC

CONTR

CP

CU

CUH

CWP

DDC

DN

DR

DS

EA

EAT

EC

EDBT

EEW

EF

EJ

EQUIP

ESE

EST

EWBT

EWC

EWT

EX

EXH

EXP

FAI

FCU

FD

FDC

FLEX

FLR

FPM

FPS

FS

FSEC

FT

FTG

GA

GAL

GALV

GC

GW

GPH

GPM

HR

HTG

HB

ISP

JR

LAV

LDBT

LWT

LWBT

MB

MBH

MC

MECH

MH

NTS

OA

OD

PC

PSI

PRV

PRV

PV

PVC

RA

RD

RH

RTU

RV

RVT

SK

SA

SH

SO

ST

TCC

TYP

UH

UR

UV

VA

VTR

WB

WC

WHA

WH

ABSORPTION

AIR CONDITIONING UNIT

ACCESS DOOR OR AREA DRAIN

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AIR HANDLING UNIT

AIR VENT

BOTTOM

BRITISH THERMAL UNIT

BTU PER HOUR

BALL VALVE

COMPRESSED AIR

CATCH BASIN

CENTRIFUGAL

CUBIC FEET PER MINUTE

CAST IRON

CENTER LINE

CONDENSATE

CLEAN OUT

CONCRETE

CONTRACTOR

CONDENSATE PUMP/CIRC. PUMP

COPPER

CABINET UNIT HEATER

CIRCULATING WATER PUMP

DIRECT DIGITAL CONTROLS

DOWN

DRAIN

DOWNSPOUT

EXHAUST AIR

EXHAUST AIR TEMPERATURE

ELECTRICAL CONTRACTOR

ENTERING DRY BULB

TEMPERATURE

EMERGENCY EYE WASH

EXHAUST FAN

EXPANSION JOINT

EQUIPMENT

EMERGENCY SHOWER/EYEWASH

EXTERNAL STATIC PRESSURE

ENTERING WET BULB

TEMPERATURE

ELECTRIC WATER COOLER

ENTERING WATER

TEMPERATURE

EXISTING

EXHAUST

EXPANSION

FRESH AIR INTAKE

FAN COIL UNIT

FLOOR DRAIN

FIRE DEPARTMENT CONNECTION

FLEXIBLE

FLOOR

FEET PER MINUTE

FEET PER SECOND

FLOOR SINK

FOOD SERVICE EQUIPMENT CONSULTANT

FINTUBE

FOOTING

GAGE

GALLON

GALVANIZED

GENERAL CONTRACTOR

GREASE WASTE

GALLONS PER HOUR

GALLONS PER MINUTE

HOUR

HEATING

HOSE BIBB

INTERNAL STATIC PRESSURE

JANITOR RECEPTOR

LAVATORY

LEAVING DRY BULB

TEMPERATURE

LEAVING WATER

TEMPERATURE

LEAVING WET BULB

TEMPERATURE

MOP BASIN

1000 BTUH

MECHANICAL CONTRACTOR

MECHANICAL

MANHOLE

NOT TO SCALE

OUTSIDE AIR

OVERFLOW ROOF DRAIN

PLUMBING CONTRACTOR

POUNDS PER SQUARE INCH

POWER ROOF VENTILATOR

PRESSURE REDUCING VALVE

PRESSURE VENT

POLYVINYL CHLORIDE

RETURN AIR

ROOF DRAIN

RELATIVE HUMIDITY

ROOF TOP UNIT

RELIEF VALVE

ROOF VENT TERMINATION

SINK

SUPPLY AIR

SHOWER

STORM OVERFLOW

STORM

TEMPERATURE CONTROL

CONTRACTOR

TYPICAL

UNIT HEATER

URINAL

UNIT VENTILATOR

VENTILATION AIR

VENT THROUGH ROOF

WALL BOX – CONDENSATE

WATER CLOSET

WATER HAMMER ARRESTOR

WATER HEATER

MECHANICAL ABBREVIATIONS

ACID VENT

ACID WASTE

COMPRESSED AIR

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC SOFT WATER

GREASE WASTE

NATURAL GAS

NON-POTABLE COLD WATER

NON-POTABLE HOT WATER

NON-POTABLE SOFT WATER

OIL / SAND WASTE

PUMPED DISCHARGE

RECIRCULATING HOT WATER

SANITARY

STORM

STORM OVERFLOW

VENT

PROCESSED AIR

TRAP PRIMER

NATURAL GAS VENT

PROPANE

AV

AW

CA

CW

HW

DSW

GW

G

NPCW

NPHW

NPSW

OSW

PD

RHW

SAN

ST

SO

V

PA

P

GV

LP

PIPING LEGEND - PLUMBING

CHILLED WATER RETURN

CHILLED WATER SUPPLY

CONDENSATE DRAIN

HEAT PUMP WATER RETURN

HEAT PUMP WATER SUPPLY

HIGH PRESSURE STEAM

HOT/CHILLED WATER RETURN

HOT/CHILLED WATER SUPPLY

HYDRONIC RETURN

HYDRONIC SUPPLY

LOW PRESSURE STEAM

MEDIUM PRESSURE STEAM

REFRIGERANT GAS

REFRIGERANT LIQUID

PUMPED CONDENSATE

FUEL OIL RETURN

FUEL OIL SUPPLY

FUEL OIL VENT

CONDENSER WATER RETURN

CONDENSER WATER SUPPLY

REFRIGERANT HOT GAS

BOILER BLOWDOWN

BOILER FEED

LOW PRESSURE STEAM CONDENSATE

MEDIUM PRESSURE STEAM CONDENSATE

HIGH PRESSURE STEAM CONDENSATE

CWR

CWS

CD

HPWR

HPWS

HPS

HCR

HCS

HWR

HWS

LPS

MPS

RS

RL

PC

FOR

FOS

FOV

CR

CS

RHG

BD

BF

LPC

MPC

HPC

PIPING LEGEND - MECHANICAL

LOOP WATER RETURN

LOOP WATER SUPPLY

LWR

LWS

EXHAUST PIPE - PVCEA

1.

2.

3.

4.

5.

6.

7.

8.

MECHANICAL - GENERAL NOTES

1.

2.

3.

4.

5.

MECHANICAL DEMOLITION DRAWINGS SHOWING EXISTING CONDITIONS HAVE BEEN

PREPARED BASED ON NON-DESTRUCTIVE FIELD OBSERVATION AND AS-BUILT DRAWINGS

PROVIDED BY THE OWNER. FIELD VERIFY EXISTING SYSTEMS BEFORE BEGINNING WORK.

NOTIFY ENGINEER IF EXISTING CONDITIONS ARE MATERIALLY DIFFERENT THAN

THOSE SHOWN ON THE PLANS.

BE FAMILIAR WITH EXISTING MECHANICAL SYSTEMS THAT WILL BE AFFECTED BY THE

DEMOLITION WORK. OBTAIN PERMISSION FROM THE OWNER'S REPRESENTATIVE TO SHUT

OFF SERVICES OR SYSTEMS THAT AFFECT AREAS BEYOND THE LIMITS OF THE IMMEDIATE

DEMOLITION AREA. INFORM THE OWNER ’S REPRESENTATIVE OF THE REASON FOR AND

DURATION OF THE SHUTDOWN. MINIMIZE IMPACT TO OTHER AREAS. PROCEED WITH THE

SHUT-DOWN AFTER PERMISSION FROM THE OWNER IS GRANTED.

REMOVE PIPING, HANGERS, DUCTWORK, GRILLES, REGISTERS, DIFFUSERS, ETC. THAT ARE

INDICATED TO BE REMOVED IN A TIMELY MANNER IN ACCORDANCE WITH THE GENERAL

DEMOLITION SPECIFICATIONS. COORDINATE WITH THE OWNER AND OTHER CONTRACTORS.

UNLESS EQUIPMENT TO BE REMOVED IS NOTED AS OWNER ’S SALVAGE, DISPOSE OF

EQUIPMENT AND/OR MATERIALS INDICATED TO BE REMOVED PROMPTLY.

REMOVE ALL ABANDONED PIPING AND DUCTWORK THAT IS EXPOSED OR ACCESSIBLE

WITHOUT WALL OR CEILING DEMOLITION. REFER TO ENGINEER PLANS FOR CEILINGS TO BE

REMOVED.

MECHANICAL – DEMOLITION NOTES

1.

2.

3.

4.

5.

6.

COORDINATE WORK WITH ALL OTHER TRADES AS DESCRIBED IN MECHANICAL GENERAL

NOTE #1.

PROVIDE A COMPLETE HVAC SYSTEM, INCLUDING SUPPLY, RETURN, EXHAUST, AND

VENTILATION DUCTWORK; MECHANICAL EQUIPMENT, SUPPORTS, HANGERS, DIFFUSERS,

GRILLES, REGISTERS, AND ALL APPURTENANCES. INSTALL ALL EQUIPMENT PER

MANUFACTURER'S RECOMMENDATIONS. INSTALL SYSTEM TO MEET ALL STATE

CODES AND REQUIREMENTS.

DRAWING PLANS, SCHEMATICS, AND DIAGRAMS INDICATE GENERAL LOCATION AND

ARRANGEMENT OF DUCT SYSTEM. INDICATED DUCT LOCATIONS, CONFIGURATIONS, AND

ARRANGEMENTS WERE USED TO SIZE DUCTS AND CALCULATE FRICTION LOSS FOR AIR-

HANDLING EQUIPMENT SIZING AND FOR OTHER DESIGN CONSIDERATIONS. INSTALL DUCT

SYSTEMS AS INDICATED UNLESS DEVIATIONS TO LAYOUT ARE APPROVED BY

ENGINEER.

ALL DUCT DIMENSIONS INDICATED ARE INTERIOR FREE AREA DUCT DIMENSIONS AND DO

NOT INCLUDE INSULATION REQUIREMENTS.

SEAL ALL WALL AND FLOOR DUCT PENETRATIONS. PROVIDE FIRE CAULKING ASSEMBLIES

FOR PENETRATIONS OF RATED ASSEMBLIES. REFER TO DRAWINGS FOR

ASSEMBLY RATINGS.

CONTINUE DUCT AND PIPE INSULATION THROUGH WALLS, FLOORS, AND CEILING

PENETRATIONS UNBROKEN, EXCEPT WHERE FIRE OR FIRE/SMOKE DAMPERS ARE INSTALLED

IN DUCTWORK. SEAL AROUND DUCT INSULATION AT WALL PENETRATIONS.

HVAC - NOTES

1.

2.

3.

4.

5.

6.

7.

COORDINATE WORK WITH ALL OTHER TRADES AS DESCRIBED IN MECHANICAL GENERAL

NOTE #1.

PROVIDE A COMPLETE PLUMBING SYSTEM INCLUDING PIPE, INSULATION, HANGERS,

SUPPORTS, EQUIPMENT, WATER HEATERS, FIXTURES, MIXING VALVES, VALVES,

ACCESSORIES AND SPECIALTIES. INSTALL ALL EQUIPMENT PER MANUFACTURER'S

RECOMMENDATIONS. SIZE AND INSTALL PLUMBING SYSTEM PER PLUMBING CODE. COMPLY

WITH ALL STATE CODES AND OWNER'S REQUIREMENTS.

DRAWING PLANS, SCHEMATICS, AND DIAGRAMS INDICATE GENERAL LOCATION AND

ARRANGEMENT OF PLUMBING SYSTEM.

EXISTING PLUMBING DISTRIBUTION AND EQUIPMENT SHOWN ARE BASED ON NON-

DESTRUCTIVE SITE OBSERVATION AND AS-BUILT DOCUMENTS PROVIDED BY THE OWNER.

FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATING UNDER FLOOR PIPING AND

PIPING CONCEALED IN BUILDING ASSEMBLIES WHERE WORK IS REQUIRED.

SEAL ALL WALL PIPE PENETRATIONS. PROVIDE THROUGH-PENETRATION FIRESTOPPING

WHERE REQUIRED. REFER TO ENGINEER DRAWINGS FOR WALL, FLOOR, AND CEILING

ASSEMBLY RATINGS.

CONTINUE PIPE INSULATION THROUGH WALL, FLOOR, AND CEILING PENETRATIONS

UNBROKEN. SEAL AROUND PIPE INSULATION AT PENETRATIONS.

VERIFY WITH ENGINEER FOR ANY FIXTURES NOT TAGGED OR PIPED PRIOR TO ANY WORK.

CONTRACTOR IS RESPONSIBLE FOR ALL PLUMBING FIXTURES SHOWN ON

DRAWINGS; TAGGED OR NOT TAGGED ON PLUMBING / MECHANICAL DRAWINGS UNLESS

SPECIFICALLY NOTED AS EXCLUDED FROM SCOPE.

PLUMBING - NOTES

WARNING - CALL 48 HOURS BEFORE YOU DIG: LAW REQUIRES ANYONE DOING ANY

EXCAVATION, FENCING, PLANTING OR DRILLING TO CALL 48 HOURS IN ADVANCE. HAND DIG

WITHIN 18 INCHES OF ANY LOCATE MARK OR FLAG. ONE CALL 811. THE CONTRACTOR

SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO

COMMENCING WORK.

INCORPORATE MECHANICAL SPECIFICATIONS, DRAWINGS AND STATE CODES.

COORDINATE MECHANICAL AND ELECTRICAL WORK WITH ALL OTHER TRADES. BEGIN

INSTALLATION AND ROUGH-IN AFTER COORDINATION WITH ALL TRADES ASSOCIATED WITH

THE INSTALLATION IS COMPLETE. COORDINATE BUILDING STRUCTURE, ARCHITECTURAL

ASSEMBLIES, SHEET METAL, ALL PIPING SYSTEMS, LIGHT FIXTURES, CONDUITS, CABLE

TRAYS, ETC. REFER TO ALL GENERAL, MECHANICAL, AND ELECTRICAL DRAWINGS AND

SPECIFICATIONS FOR THIS PROJECT. CONTRACTOR IS RESPONSIBLE FOR REWORK

ASSOCIATED WITH FAILURE TO COORDINATE.

EACH TRADE IS RESPONSIBLE FOR MAKING PENETRATIONS WHERE REQUIRED IN EXISTING

WALLS, FLOORS, CEILINGS, AND ROOFS. MAKE PENETRATIONS NEAT. PATCH, CONCEAL, OR

CAULK OVERCUT.

COVER EXPOSED WALL PENETRATIONS WITH ESCUTCHEONS OR SHEET METAL AS

APPROPRIATE.

CAULK ALL CONCEALED AND EXPOSED PIPING AND DUCT WALL PENETRATIONS TO PREVENT

NOISE TRANSFER BETWEEN SPACES.

CREATE OPENINGS IN THE BUILDING THAT ARE REQUIRED TO REMOVE EXISTING ITEMS AND

TO BRING IN NEW EQUIPMENT. PATCH ALL OPENINGS CREATED AND FINISHED WITH

MATERIALS TO MATCH EXISTING CONDITIONS. INCLUDE THIS WORK IN BID.

ON COMPLETION OF THE INSTALLATION, COOPERATE WITH THE OWNER TO PROVIDE

TESTING, ADJUSTING, AND BALANCING TO OBTAIN PROPER OPERATION OF ALL EQUIPMENT

AND SYSTEMS. PROVIDE ALL FACILITIES AND EQUIPMENT AND COMPLETE ALL TESTS

REQUIRED FOR ADJUSTMENTS AND BALANCING TO ESTABLISH THE PROPER PERFORMANCE

OF EQUIPMENT.

300 4th Street West Des Moines, Iowa 50265 info@kclengineering.com 515.724.7938

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Checked By: KCL

CJC

25224

11-14-2025

NOT FOR CONSTRUCTION

11-14-2025

CONTRACT RFB - 947400-01 - HHS IMHI BOILER #3 REPLACEMENT

MECHANICAL DEMO

ENLARGED BASEMENT PLAN

A.

B.

C.

D.

E.

F.

G.

REFER TO M000 FOR GENERAL NOTES & SYMBOLS.

PATCH WALLS, ROOFS, AND/OR FLOOR WHERE DUCTS, GRILLES, PIPES, OR

EQUIPMENT ARE REMOVED. PAINT OR FINISH TO MATCH ORIGINAL

CONSTRUCTION.

COORDINATE WITH OWNER AND ASBESTOS ABATEMENT CONTRACTOR FOR

WORK IN AREAS CONTAINING ASBESTOS.

WHERE DUCTWORK IS REMOVED, REMOVE ALL ASSOCIATED SUPPORTS.

WHERE EQUIPMENT IS REMOVED, REMOVE ALL ASSOCIATED SUPPORTS,

DUCTWORK, PIPING, AND CONTROLS.

WHERE CONTROLS ARE REMOVED, REMOVE ALL ASSOCIATED WIRING AND/OR

PNEUMATIC TUBING. PATCH WALL OPENINGS AND PAINT OR FINISH TO MATCH

ORIGINAL CONSTRUCTION. IN WALLS THAT CANNOT BE PATCHED, INSTALL

STAINLESS STEEL COVER PLATE. ABANDON PNEUMATIC TUBING IN WALLS.

REMOVE ALL EXPOSED ABANDONED STEAM AND CONDENSATE PIPING. PATCH

WALL AND FLOOR OPENINGS TO MATCH ORIGINAL CONSTRUCTION.

GENERAL NOTES:

300 4th Street West Des Moines, Iowa 50265 info@kclengineering.com 515.724.7938

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Date:

Drawn By:

Checked By: KCL

CJC

25224

11-14-2025

NOT FOR CONSTRUCTION

11-14-2025

CONTRACT RFB - 947400-01 - HHS IMHI BOILER #3 REPLACEMENT

MECHANICAL DEMO

ENLARGED FIRST FLOOR PLAN

A.

B.

C.

D.

E.

F.

G.

REFER TO M000 FOR GENERAL NOTES & SYMBOLS.

PATCH WALLS, ROOFS, AND/OR FLOOR WHERE DUCTS, GRILLES, PIPES, OR

EQUIPMENT ARE REMOVED. PAINT OR FINISH TO MATCH ORIGINAL

CONSTRUCTION.

COORDINATE WITH OWNER AND ASBESTOS ABATEMENT CONTRACTOR FOR

WORK IN AREAS CONTAINING ASBESTOS.

WHERE DUCTWORK IS REMOVED, REMOVE ALL ASSOCIATED SUPPORTS.

WHERE EQUIPMENT IS REMOVED, REMOVE ALL ASSOCIATED SUPPORTS,

DUCTWORK, PIPING, AND CONTROLS.

WHERE CONTROLS ARE REMOVED, REMOVE ALL ASSOCIATED WIRING AND/OR

PNEUMATIC TUBING. PATCH WALL OPENINGS AND PAINT OR FINISH TO MATCH

ORIGINAL CONSTRUCTION. IN WALLS THAT CANNOT BE PATCHED, INSTALL

STAINLESS STEEL COVER PLATE. ABANDON PNEUMATIC TUBING IN WALLS.

REMOVE ALL EXPOSED ABANDONED STEAM AND CONDENSATE PIPING. PATCH

WALL AND FLOOR OPENINGS TO MATCH ORIGINAL CONSTRUCTION.

300 4th Street West Des Moines, Iowa 50265 info@kclengineering.com 515.724.7938

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Sheet:

Sheet Name:

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KCL Project Number:

Date:

Drawn By:

Checked By: KCL

CJC

25224

11-14-2025

NOT FOR CONSTRUCTION

11-14-2025

CONTRACT RFB - 947400-01 - HHS IMHI BOILER #3 REPLACEMENT

MECHANICAL

ENLARGED BASEMENT PLAN

A.

B.

C.

D.

E.

REFER TO M000 FOR GENERAL NOTES & SYMBOLS.

REFER TO M300 & M500 FOR MECHANICAL DETAILS.

REFER TO M501 - M504 FOR MECHANICAL SCHEDULES.

BRANCH DUCT SIZES TO AIR TERMINALS SHALL MATCH NECK SIZE OF GRILLE,

REGISTER, OR DIFFUSER UNLESS NOTED OTHERWISE.

MAXIMUM FLEXIBLE DUCT LENGTH TO DIFFUSERS SHALL BE 60 ”, WITH MAXIMUM

OF ONE 90 DEGREE ELBOW.

300 4th Street West Des Moines, Iowa 50265 info@kclengineering.com 515.724.7938

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Date:

Drawn By:

Checked By: KCL

CJC

25224

11-14-2025

NOT FOR CONSTRUCTION

11-14-2025

CONTRACT RFB - 947400-01 - HHS IMHI BOILER #3 REPLACEMENT

MECHANICAL

ENLARGED FIRST FLOOR PLAN

A.

B.

C.

D.

E.

REFER TO M000 FOR GENERAL NOTES & SYMBOLS.

REFER TO M300 & M500 FOR MECHANICAL DETAILS.

REFER TO M501 - M504 FOR MECHANICAL SCHEDULES.

BRANCH DUCT SIZES TO AIR TERMINALS SHALL MATCH NECK SIZE OF GRILLE,

REGISTER, OR DIFFUSER UNLESS NOTED OTHERWISE.

MAXIMUM FLEXIBLE DUCT LENGTH TO DIFFUSERS SHALL BE 60 ”, WITH MAXIMUM

OF ONE 90 DEGREE ELBOW.

GROUND FLOOR GROUND FLOOR

ROOF ROOF

Revisions Date No.

KCL Engineering 300 4th Street West Des Moines, Iowa 50265 info@kclengineering.com 515.724.7938

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CJC

25224

11-14-2025

NOT FOR CONSTRUCTION

11-14-2025

CONTRACT RFB - 947400-01 - HHS IMHI BOILER #3 REPLACEMENT

MECHANICAL PIPING

FLOW DIAGRAM

1 BOILER SCHEMATIC PIPING PLAN

2 BOILER ISO FLUE STACK ROUTING

300 4th Street West Des Moines, Iowa 50265 info@kclengineering.com 515.724.7938

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Date:

Drawn By:

Checked By: KCL

CJC

25224

11-14-2025

NOT FOR CONSTRUCTION

11-14-2025

CONTRACT RFB - 947400-01 - HHS IMHI BOILER #3 REPLACEMENT

MECHANICAL DETAILS

AND SCHEDULES

1 BOILER DETAIL

PIPE SIZE (MIN. 9") ROD

SIZE PER SPECIFICATION

ROD SIZE PER

SPECIFICATION

CLEVIS HANGER

(TYP OF 1)

INSULATION

(TYP.)

INSULATION

SHIELD

3"x2"x1/4" (LLH)

INSULATION

PIPE

3 PIPE HANGER DETAIL

4 REMOTE PRESSURE DETAIL

5 TEMPERATURE & PRESSURE GAUGE DETAIL

6 PIPE THROUGH FLOOR DETAIL 7 GAS REGULATOR STATION DETAIL

LAP UPSLOPE ROOFING

OVER TOP OF FLASHING

LAP DOWNSLOPE FLASHING

OVER ROOFING

STORM COLLAR WITH

ADJUSTABLE DRAW BAND

AT PIPE PENETRATION

NOTES:

PENETRATION MUST BE

ANCHORED TO ENSURE

STABILITY.

APPLY LAP SEALANT AROUND

ENTIRE PERIMETER OF

FLASHING.

CONTINUOUS BEAD OF

LAP SEALANT

FLASHING

STACK

2 PENETRATION FLASHING DETAIL

3-PLY SBS ROOFING

SCH 40 PIPE SLEEVE, 1 PIPE SIZE

LARGER THEN STACK

300 4th Street West Des Moines, Iowa 50265 info@kclengineering.com 515.724.7938

Scale:

Sheet:

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REV. 0

M501

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Date:

Drawn By:

Checked By: KCL

CJC

25224

11-14-2025

NOT FOR CONSTRUCTION

11-14-2025

CONTRACT RFB - 947400-01 - HHS IMHI BOILER #3 REPLACEMENT

MECHANICAL PIPING AND

INSULATION STANDARDS

300 4th Street West Des Moines, Iowa 50265 info@kclengineering.com 515.724.7938

Scale:

Sheet:

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REV. 0

M502

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Date:

Drawn By:

Checked By: KCL

CJC

25224

11-14-2025

NOT FOR CONSTRUCTION

11-14-2025

CONTRACT RFB - 947400-01 - HHS IMHI BOILER #3 REPLACEMENT

MECHANICAL PIPING

AND INSULATION

STANDARDS

300 4th Street West Des Moines, Iowa 50265 info@kclengineering.com 515.724.7938

Scale:

Sheet:

Sheet Name:

REV. 0

M503

CO

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KCL Project Number:

Date:

Drawn By:

Checked By: KCL

CJC

25224

11-14-2025

NOT FOR CONSTRUCTION

11-14-2025

CONTRACT RFB - 947400-01 - HHS IMHI BOILER #3 REPLACEMENT

300 4th Street West Des Moines, Iowa 50265 info@kclengineering.com 515.724.7938

Scale:

Sheet:

Sheet Name:

REV. 0

M504

CO

NT

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KCL Project Number:

Date:

Drawn By:

Checked By: KCL

CJC

25224

11-14-2025

NOT FOR CONSTRUCTION

11-14-2025

CONTRACT RFB - 947400-01 - HHS IMHI BOILER #3 REPLACEMENT

3' - 1 1/2" 3' - 1 1/2"

CL BOILER

W

X

W

X

6"

4'

6"

BEARING PLATE

(TYP 4 LOCATIONS),

SEE DETAIL

S000

(SIM)

/3 S000

6'

9" 2'

4"

4'

6"

1'

8" 1'

8"

13' - 0"

3' - 5"

C L S

TA

C

K

EXISTING WALL

11" 2' - 5"

S000 (TYP 4 SIDES)

FIELD VERIFY LOCATION OF

FRAME BASE ON DUCTWORK

T/STEEL EL = 1' - 6 3/4" ABOVE T/CONCRETE SLAB

BEARING PLATE TO SIT DIRECTLY

ON TOP OF EXISTING CONCRETE

PAD AT THIS LOCATION

EXISTING

CONCRETE PAD

S000

EXISTING

CONCRETE SLAB

W14X43

4' - 6" 21' - 0" 6" 4' - 6" 2' - 4"±

(2) 3/4"Ø BOLTS; DRILL AND

EPOXY SET INTO SLAB WITH

4" MINIMUM EMBEDMENT (TYP)

3/8" STIFFENER ON EACH

SIDE OF BEAM WEB (TYP

AT BEARING PLATE)

3 SIDES TYP

GROUT AS REQUIRED (TYP)

BEARING PLATE (TYP);

SEE DETAIL /3 S000

EXISTING WALL

1'

3/

4"

1' - 2"

2" 3"

3" 2"

1 1/2" 11" 1 1/2"

W-BEAM, SEE

PLAN FOR SIZE

PL3/4"

(2) 1 1/16"Ø HOLESC L

B

E A

R

IN

G P

LA

TE

CL STACK

C L S

TA

C

K

BOILER FLUE,

SEE MECHANICAL

DRAWINGS

W6X15

13' - 0"

7' - 9" 5' - 3"

7'

1" 2'

0"

C L S

TA

C

K

EXISTING TRUSS

B/TRUSS EL = 30' - 0"

EXISTING TRUSS

B/TRUSS EL = 30' - 0"

3' - 1" 2' - 7"

3'

7" 2'

1/ 2"

1/

2"

1'

5" 1'

5"

EXISTING PIPE

EXISTING

DUCTWORK

EXISTING WALL

C

(E

S000

(TYP 2)

T/STEEL EL = 31' - 3" UNO

C5 (E)

1' - 5" 1' - 5"

C 5X

6.

C5X6.7

C5X6.7

C 5X

6.

7 C12 (E) EL -0' - 3"

C

(E

C5 (E)

EL -1' - 3"

CONTRACTOR TO FIELD MODIFY

ROOF FRAMING AS REQUIRED

FOR NEW STACK

OVERSIZE COLLAR ON

DUCTWORK, SEE

MECHANICAL DRAWINGS

CODES, STANDARDS, AND SPECIFICATIONS

1. DESIGN AND CONSTRUCTION OF THIS PROJECT SHALL CONFORM TO THE REQUIREMENTS OF THE 2018 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC) AND ANY APPLICABLE AMENDMENTS, AS

ADOPTED BY THE AUTHORITY HAVING JURISDICTION

2. DESIGN REQUIREMENTS FOR THE MATERIALS OF CONSTRUCTION BASED ON THE REFERENCED

STANDARDS IN CHAPTER 35 OF THE IBC

3. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) 29 CFR 1910 - STANDARDS FOR GENERAL

INDUSTRY AND CFR 1926 - SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION HAVE BEEN

REFERENCED FOR REQUIREMENTS RELATED TO WORKPLACE SAFETY

GENERAL NOTES:

STRUCTURAL STEEL

1. MATERIALS:

WIDE FLANGE (W AND WT) - ASTM A992

ANGLES (L), CHANNELS (C AND MC), BEAMS (S AND M) - ASTM A36

PLATES (PL) AND BARS - ASTM A36

HP SHAPES (HP) - ASTM A572 GR. 50

SQUARE/RECTANGULAR HSS - ASTM A500 GR. C

ROUND HOLLOW STRUCTURAL SECTIONS - ASTM A500 GR. C

STANDARD STEEL PIPE - ASTM A53 GR. B

RAISED-PATTERN FLOOR PLATE - ASTM A786 COMMERCIAL GRADE

STEEL CONNECTION BOLTS - ASTM F3125 GR. A325 (TYP) OR GR. A490

WELD MATERIAL - AWS A5.1 E70XX

ANCHOR BOLTS - ASTM F1554 GR. 36

STAINLESS STEEL SHAPES - ASTM A276 TYPE 304 Fy = 30 KSI

HEADED WELDED STEEL STUDS - ASTM A108, TYPE B

HEAVY HEX NUTS - ASTM A563

WASHERS - ASTM F436

GROUT - ASTM C827

2. FABRICATION AND ERECTION TO BE IN ACCORDANCE WITH AISC 360 SPECIFICATIONS

3. BEAM CONNECTIONS ARE TO BE EQUAL TO OR GREATER THAN ONE HALF THE UNIFORM LOAD CAPACITY OF THE BEAM. THE LENGTH OF CONNECTION ANGLES SHALL NOT BE LESS THAN HALF THE "T" DISTANCE OF THE BEAM WEB. ALL MAJOR BOLTED CONNECTIONS ARE TO BE BEARING TYPE CONNECTIONS USING

DOUBLE CLIP ANGLES AND 3/4"Ø A325N BOLTS AND NUTS UNLESS NOTED OTHERWISE.

4. FIELD CUTTING OR OTHER FIELD MODIFICATIONS TO STRUCTURAL STEEL SHALL NOT BE MADE WITHOUT

SPECIFIC PRIOR WRITTEN APPROVAL OF THE ENGINEER

5. ALL STRUCTURAL STEEL PLAN DIMENSIONS ARE TO CENTER LINE OF BEAMS AND COLUMNS AND TO THE BACK OF CHANNELS AND ANGLES, UNO. FOR HSS HORIZONTAL BRACING, ELEVATIONS ARE GIVEN TO CENTERLINE OF THE STRUCTURAL MEMBER, UNO. FOR ALL OTHER MEMBERS, ELEVATIONS ARE GIVEN TO

TOP OF STRUCTURAL MEMBER, UNO

6. THE CENTER OF GRAVITY OF BRACES AND SUPPORT MEMBERS ARE TO INTERSECT IN A MANNER TO AVOID ECCENTRICITY WHERE PRACTICAL; OTHERWISE FASTENERS AND SUPPORT MEMBERS ARE TO ACCOMMODATE STRESS DUE TO ECCENTRICITY, INCLUDING PRYING ACTION IN FRAMING ANGLES OR

FLANGED GUSSETS

7. CAPACITY OF CONNECTIONS FOR BRACING MEMBERS TO BE CAPABLE OF DEVELOPING THE NET SECTION

STRENGTH OF THE MEMBERS IN COMPRESSION, UNO

8. ALL WELDING AND TESTING OF WELDS SHALL BE IN ACCORDANCE WITH THE LATEST AWS CODES AND

RECOMMENDATIONS AND SHALL BE COMPLETED BY AWS QUALIFIED WELDERS WITH CURRENT AWS

CERTIFICATION

9. WELDING ELECTRODES SHALL BE IN ACCORDANCE WITH AWS D1.1 AWS A5.1 OR A5.5; E70XX ARE GENERALLY REQUIRED FOR SHIELDED-METAL ARC WELDING; AWS A5.17 OR AWS A5.23, F7X-EXXX FOR SUBMERGED ARC WELDING; AWS A5.18, ER70S-X FOR GAS METAL ARC WELDING; AND AWS A5.0 E7XT.X FOR

FLUX-CORED ARC WELDING

10. FABRICATION AND ERECTION WELDING TECHNIQUES SHALL CONFORM TO AWS D1.1; WELDERS SHALL BE QUALIFIED AND CERTIFIED TO PERFORM THE WORK REQUIRED IN ACCORDANCE WITH AWS D1.1 OR

SIMILAR REQUIREMENTS

11. UNLESS NOTED OTHERWISE, ALL WELDS SHALL BE CONTINUOUS 3/16" FILLET WELDS

12. ALL BASE PLATES SUPPORTING STEEL COLUMNS SHALL BE GROUTED SOLID WITH HIGH STRENGTH (8,000 PSI MIN), NON-SHRINK GROUT IMMEDIATELY AFTER STRUCTURAL STEEL IS IN PLACE AND PLUMB AND PRIOR TO PLACING ANY CONCRETE FOR THE ELEVATED FLOORS SUPPORTED BY THE RESPECTIVE

COLUMNS

13. UPON COMPLETION OF INSTALLATION OF ALL ITEMS TO BE FIELD PAINTED, ALL PAINTED SURFACES DAMAGED DURING CONSTRUCTION AND ALL FIELD WELDED AREAS SHALL BE PREPPED IN ACCORDANCE WITH PAINT MANUFACTURER'S RECOMMENDATIONS. FIELD APPLY THE SPECIFIED PAINT SYSTEM IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS TO PROVIDE A CLEAN UNIFORM APPEARANCE

14. DAMAGE TO ANY GALVANIZED MATERIAL SHALL BE TOUCHED UP AS REQUIRED WITH A ZINC RICH PAINT

15. GRATING SHALL BE 1 1/4" X 3/16" 19-W-4 OR EQUAL, ATTACHED WITH CLIPS PER MANUFACTURER'S REQUIREMENTS, UNO. INTERIOR GRATING SHALL BE PRIMED AND PAINTED PER OWNER SPECIFICATIONS, EXTERIOR GRATING SHALL BE SERRATED AND GALVANIZED. GRATING SHALL BE FABRICATED SO THAT CROSS BARS OF ADJACENT PANELS ARE ALIGNED WHEN INSTALLED. EACH HOLE OR OPENING GREATER THAN 8" SHALL BE BANDED WITH 1 1/4" X 3/16" BAND WELDED TO CUT PORTIONS OF GRATING

16. ALL STRUCTURAL STEEL SURFACES TO BE PREPARED TO SSPC-SP6 STANDARDS PRIOR TO APPLYING

THE FOLLOWING COATINGS:

A. STEEL SHALL BE SHOP PRIMED WITH SHERWIN WILLIAMS PRO-CRYL UNIVERSAL ACRYLIC PRIMER

WITH MINIMUM DFT OF 2.0 MIL

B. STEEL SHALL BE SHOP PAINTED WITH SHERWIN WILLIAMS WATERBORNE ACRYLIC DRY FALL WITH

MINIMUM DFT OF 3.0 MIL

GENERAL STRUCTURAL NOTES

1. ALL WORK SHALL CONFORM TO ALL APPLICABLE BUILDING CODES, ORDINANCES, AND REGULATIONS AS

ADOPTED BY LOCAL AUTHORITIES HAVING JURISDICTIONS

2. ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR:

CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY

PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS

3. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS AT THE SITE. IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN ON CONTRACT DOCUMENTS, CONSTRUCTION OF ANY

AFFECTED ELEMENTS SHALL NOT COMMENCE WITHOUT APPROVAL OF DESIGN ENGINEER

4. THE LOCATION OF ANY EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE TAKEN FROM EXISTING RECORDS. ADDITIONAL UTILITIES MAY BE ENCOUNTERED DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES WHICH COME IN CONFLICT WITH THE PROPOSED

CONSTRUCTION

5. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE DESIGN ENGINEER FOR APPROVAL BEFORE PROCEEDING WITH ANY CHANGES, MODIFICATIONS OR SUBSTITUTIONS DIFFERING FROM

CONTRACT DOCUMENTS

6. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY SHORING AND BRACING FOR ALL

STRUCTURAL ELEMENTS UNTIL THE ENTIRE STRUCTURAL SYSTEM IS PLUMB AND SECURED

7. THE CONTRACTOR SHALL VERIFY THE POSITION, ELEVATION, AND ORIENTATION OF PROCESS EQUIPMENT PRIOR TO FABRICATION. THIS INCLUDES ANCHOR BOLT SIZES AND LOCATIONS, FLOOR PENETRATIONS, AND REQUIRED CLEARANCES TO ADJACENT WALLS, FRAMING, AND OTHER OBSTRUCTIONS

8. WHERE NEW CONSTRUCTION INTERFACES WITH EXISTING, FIELD VERIFY EXISTING DIMENSIONS, MEMBER

SIZES, AND ELEVATIONS SHOWN ON THE DRAWINGS PRIOR TO STARTING CONSTRUCTION. ALL

DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.

9. DO NOT SCALE DIMENSIONS FROM DRAWINGS. INTERPRETATION OF PLANS, DETAILS, DIMENSIONS, OR OTHER ITEMS PROVIDED IN THE CONTRACT DOCUMENTS ARE TO BE COMPLETED BY THE DESIGN ENGINEER

10. DETAILED SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL, BY THE OWNER AND DESIGN ENGINEER, PRIOR TO FABRICATION FOR ALL STRUCTURAL ITEMS INCLUDING: CONCRETE AND MASONRY REINFORCEMENT, EMBEDDED STEEL ITEMS, STRUCTURAL STEEL, STEEL STACKS, STEEL JOISTS, STEEL

DECKING, METAL GRATING, GUARDRAILS AND STAIRS

11. ALL OPEN EXCAVATIONS SHALL CONFORM TO OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY

12. WHERE APPLICATION IS MADE TO THE BUILDING OFFICIAL FOR CONSTRUCTION, THE OWNER SHALL EMPLOY A SPECIAL INSPECTOR TO PROVIDE INSPECTIONS AND TESTS PER THE REQUIREMENTS OF

CHAPTER 17 OF THE IBC UNLESS WAIVED BY THE BUILDING OFFICIAL

13. PERIODIC SITE OBSERVATION BY THE ENGINEER IS SOLELY FOR THE PURPOSE OF DETERMINING IF WORK IS PROCEEDING IN ACCORDANCE WITH STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION SHOULD NOT BE CONSTRUED AS EXHAUSTIVE OR CONTINUOUS TO CHECK THE QUALITY OF WORK, BUT RATHER AS PERIODIC IN AN EFFORT TO REVIEW THE PROGRESS OF THE CONTRACTOR

GROUND FLOOR

EL 0"

W6X15

H S

S 4X

4X 1/

H S

S 4X

4X 1/

H

SS

3X 3X

1/

HSS3X3X1/4

8'

0" 8'

0"

EXISTING CONCRETE SLAB

BASE PLATE (TYP), SEE

DETAIL /5 S000

NOTE: ENTIRE FRAME TO BE SHOP WELDED TOGETHER

(2) 3/4"Ø BOLTS, DRILL AND

EPOXY SET INTO SLAB WITH 4"

MINIMUM EMBEDMENT (TYP)

10"

1 1/2" 3 1/2" 3 1/2" 1 1/2"

1/

2"

1/ 2"

1/

2"

1/ 2"

PL 1/2"

HSS4X4X1/4

(2) 1 1/16"Ø HOLES

BOLTS TO BE OUTSIDE OF

SHOP WELDED FRAME (TYP)

EXISTING ROOF TRUSS

WT4X12 (TYPICAL)

(4) 3/4"Ø A325 BOLTS @

3.5" GAUGE WITH ANCO

SELF-LOCKING NUTS

0'-6 1/2" A36 ROD (TYPICAL),

DIAMETER TO BE THICKNESS OF

CLAMPED MATERIAL PLUS 1/4" MIN

WT END TO BE SNUG TO EXISTING

TRUSS BOTTOM CHORD MEMBER

FILLET (TYPICAL)

TYP

EL (SEE PLAN)

B/EXISTING TRUSS

W-BEAM, SEE

PLAN FOR SIZE

2" 5" MAX

*CLAMP TO BE LOCATED 1'-0" MAX

FROM TRUSS PANEL POINT

9"

Sheet:

C O P Y R

IG

H T

P R O T E C T

IO

N

U N D E R

F E D E R A L

L A W

(T

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U .S C O D E

A b o v e la w li m it s th e u s e o f th is d o c u m e n t (d ra w in g d a ta to th is s p e c if ic p ro je c t o n ly a n d d u p li c a ti o n w h o le o r in p a rt fo r u s e o n o th e r th a n th is p ro je c t is p ro h ib it e d

Shoemaker

Haaland www.shoemaker-haaland.com

Scale:

Sheet Name:

KCL Engineering

ENGINEERING

300 4th Street West Des Moines, Iowa 50265 info@kclengineering.com 515.724.7938

KCL

FOR CONSTRUCTION

KCL Project Number:

Date:

Drawn By:

Checked By:

SHPE JOB NO.

/1 /2

:1

:2

P

M R

P ro je c ts

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In d e p e n d e n c e

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S000

STRUCTURAL PLANS & DETAILS

25224

11/14/25

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25245

1/4" = 1'-0"1

BOILER SUPPORT FRAMING PLAN

1/4" = 1'-0"2

TYPICAL SECTION AT BOILER SUPPORT BEAM

3/4" = 1'-0"3

BEARING PLATE DETAIL

1/4" = 1'-0"6

STACK LATERAL SUPPORT FRAMING PLAN

N

1/4" = 1'-0"4

BOILER FLUE SUPPORT FRAME SECTION

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

HSS COLUMN SQUARE BASE

PLATE DETAIL

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

BEAM CLAMP DETAIL

Revisions Date No.

ISSUED FOR BID 11/14/25 0

NOTE: DIMENSIONS TO BE VERIFIED WITH FINAL EQUIPMENT

ELECTRICAL ABBREVIATIONS

A DEVICE MOUNTED +8" ABOVE

COUNTER TOP (VERIFY LOCATION)

AFF ABOVE FINISHED FLOOR

ATS AUTOMATIC TRANSFER SWITCH

C CEILING

CB CIRCUIT BREAKER

CT CURRENT TRANSFORMER

E EXISTING ITEM TO REMAIN

EC ELECTRICAL CONTRACTOR

EM EMERGENCY LIGHT FIXTURE

ER NEW LOCATION OF EXISTING ITEM

F ROUGH IN FOR FUTURE DEVICE

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FSD FIRE SMOKE DAMPER

G GROUND FAULT CIRCUIT INTERRUPTER

GND GROUND

KVA KILO-VOLT-AMPERES

KW KILOWATTS

MC MECHANICAL CONTRACTOR

MCB MAIN CIRCUIT BREAKER

MDP MAIN DISTRIBUTION PANEL

MLO MAIN LUGS ONLY

N NEW ITEM

NIC NOT IN CONTRACT

NM NONMETALLIC

NTS NOT TO SCALE

OC ON CENTER

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED,

OWNER INSTALLED

R EXISTING ITEM TO BE REMOVED

RR EXISTING ITEM TO BE REMOVED AND

RELOCATED

RN EXISTING ITEM TO BE REMOVED AND

REPLACED WITH NEW

SCCR SHORT CIRCUIT CURRENT RATING

T TAMPER PROOF DEVICE

TCC TEMPERATURE CONTROL CONTRACTOR

TV TELEVISION

TYP TYPICAL

UPS UNINTERRUPTIBLE POWER SUPPLY

V VOLTS

VA VOLT-AMPERES

WG WIREGUARD COVER

WP WEATHERPROOF DEVICE

WR WEATHER RESISTANT DEVICE

+24" INDICATES MOUNTING HEIGHT CENTER

LINE OF DEVICE TO FINISHED FLOOR

1.

2.

3.

4.

PROVIDE ELECTRICAL INSTALLATION IN ACCORDANCE WITH ALL LOCAL, STATE, AND

NATIONAL CODES.

THE CURRENT ADOPTED EDITION OF THE ELECTRICAL CODE IS THE STANDARD FOR THE

ELECTRICAL INSTALLATION. VERIFY WITH LOCAL OFFICIALS WHEN PERMITS ARE OBTAINED.

NOTIFY DESIGN TEAM OF ANY DISCREPANCIES BETWEEN THE PROJECT MANUAL OR

DRAWINGS AND THE GOVERNING CODE.

REFER TO PROJECT MANUAL AND PROJECT CODE REVIEW SHEET FOR LIST OF APPLICABLE

CODES.

PER NEC EVERY CIRCUIT AND CIRCUIT MODIFICATION SHALL BE LEGIBLY IDENTIFIED AS TO

ITS CLEAR, EVIDENT AND SPECIFIC PURPOSE OR USE. CONTRACTOR TO PROVIDE FINAL

CIRCUIT IDENTIFICATION FOR ALL NEW AND MODIFIED CIRCUITS AT PROJECT COMPLETION.

CODE NOTES - ELECTRICAL

1.

2.

3.

4.

5.

PROVIDE NORMAL WIRING DEVICES AS GRAY UNLESS OTHERWISE NOTED.

PROVIDE DEVICES COVER PLATES AS STAINLESS STEEL. MATCH WIRING DEVICES COLOR.

PROVIDE GFCI TYPE RECEPTACLES AT ALL LOCATIONS REQUIRED BY THE NEC.

INSTALL WALL MOUNTED RECEPTACLES AT +18" ABOVE FINISHED FLOOR UNLESS OTHERWISE

NOTED.

INSTALL WALL MOUNTED LIGHT SWITCHES AT +46 ” ABOVE FINISHED FLOOR UNLESS

OTHERWISE NOTED. EXCEPTION; INSTALL DEVICES ABOVE AN OBSTRUCTED HIGH FORWARD

REACH OBSTACLE GREATER THEN 20 INCHES IN DEPTH AT +42 ”.

DEVICE INSTALLATION AND MATERIALS - ELECTRICAL

1.

2.

3.

COORDINATE LOCATION/INSTALLATION OF MECHANICAL AND ELECTRICAL WORK WITH ALL

OTHER TRADES. BEGIN INSTALLATION AND ROUGH-IN ONLY AFTER PROPER AND TIMELY

COORDINATION WITH ALL TRADES ASSOCIATED WITH THE INSTALLATION IS COMPLETE.

COORDINATE WITH BUILDING STRUCTURE, ARCHITECTURE, MECHANICAL SHEET METAL, ALL

PIPING SYSTEMS, LIGHT FIXTURES, CONDUITS, CABLE TRAYS, EQUIPMENT

ACCESS/CLEARANCE, ETC. REFER TO ALL GENERAL, MECHANICAL, AND ELECTRICAL

DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. CONTRACTOR IS RESPONSIBLE FOR

REWORK OF INSTALLED EQUIPMENT RESULTING FROM INSUFFICIENT COORDINATION.

ELECTRICAL DRAWINGS ARE ONLY A PORTION OF THE COMPLETE SET OF PLANS AND

CONTRACT DOCUMENTS. THE ELECTRICAL SCOPE OF WORK IS DEFINED BY THE COMPLETE

SET OF CONTRACT DOCUMENTS. THIS INCLUDES BUT IS NOT LIMITED TO REFERENCING;

ARCHITECTURAL PLANS FOR DIMENSIONS AND DETAILS; EQUIPMENT PLANS FOR ROUGH-IN

REQUIREMENTS, MECHANICAL PLANS FOR EQUIPMENT SIZES AND LOCATIONS.

ELECTRICAL WORK TO BE COMPLETED BY INDIVIDUALS LICENSED BY THE STATE OF IOWA.

GENERAL NOTES - ELECTRICAL

1.

2.

3.

4.

5.

6.

7.

8.

INCREASE CONDUCTOR SIZES ON 20A 120V-1 PHASE CIRCUITS EXCEEDING 100 FEET TO

CENTER OF LOAD TO ACCOUNT FOR VOLTAGE DROP.

RACEWAYS AND BOXES ARE SHOWN DIAGRAMMATICALLY ONLY AND INDICATE GENERAL

AND APPROXIMATE LOCATIONS. LAYOUTS DO NOT ALWAYS SHOW THE TOTAL NUMBER

OF RACEWAYS OR BOXES FOR THE CIRCUITS REQUIRED, NOR ARE THE LOCATIONS OF

INDICATED RUNS INTENDED TO SHOW THE ACTUAL ROUTING OF THE RACEWAYS.

LIGHT FIXTURES, SWITCHES, DEVICES, ETC. ARE SHOWN IN PREFERRED LOCATION.

MODIFY CONDUIT, HANGERS, CIRCUITING, ETC. TO PROVIDE A COMPLETE AND

OPERATIONAL SYSTEM.

PROVIDE A DEDICATED GREEN INSULATED GROUND CONDUCTOR TO ALL DEVICES. DO

NOT USE CONDUIT SYSTEM AS THE ONLY EQUIPMENT GROUNDING METHOD.

DO NOT INSTALL BOXES BACK-TO-BACK ON OPPOSITE SIDES OF THE SAME WALL.

MAINTAIN MINIMUM OF 8 ” DISTANCE BETWEEN BOXES WHEREVER APPLICABLE.

BALANCE PANEL LOADS DURING INSTALLATION. CIRCUIT NUMBERING SHOWN ON PLANS

MAY BE ADJUSTED TO ACCOMMODATE.

PROVIDE TYPED PANEL DIRECTORY AT PROJECT COMPLETION FOR NEW PANELS AND

EXISTING PANELS WITH CIRCUITS MODIFIED DURING PROJECT. USE OWNER ’S CURRENT

ROOM NUMBERS AND EQUIPMENT NAMES. PROVIDE UNIQUE CIRCUIT IDENTIFICATION

PER NEC 408.4(A)

CONTRACTOR IS RESPONSIBLE FOR OPENINGS IN WALLS, FLOORS, CEILINGS, AND

ROOFS THAT ARE REQUIRED TO COMPLETE THEIR SCOPE OF WORK. SEAL

PENETRATIONS IN ACCORDANCE WITH THE RATING OF THE AFFECTED ASSEMBLY.

REFER TO ARCHITECTURAL CODE PLAN FOR RATED WALLS, FLOORS, AND CEILINGS.

INSTALLATION NOTES - ELECTRICAL

CONDUIT UP, REFER TO TAG ON DRAWING FOR SIZE

CONDUIT DOWN, REFER TO TAG ON DRAWING FOR SIZE

EQUIPMENT IDENTIFICATION TAG. REFER TO EQUIPMENT CONNECTION SCHEDULE

DETAIL DRAWING REFERENCE TAG, SIM-SIMILAR, TYP-TYPICAL, OPP-OPPOSITE

INTERIOR ELEVATION DRAWING REFERENCE TAG

GENERAL SYMBOLS

A101

SIM

A101 1

R ef

KEYNOTE#

XXX

X

SHEET REFERENCE

SECTION CUT REFERENCE TAG, SIM-SIMILAR, TYP-TYPICAL, OPP-OPPOSITE

SHEET REFERENCE

JUNCTION BOX, WALL MOUNTED, ELEVATION AS NOTED.J

A101

SIM

CONDUCTOR AND CONDUIT RUN, CONCEALED UNDER THE FLOOR

CONDUCTOR AND CONDUIT RUN

CABLE SCHEDULE

TAG AMPS PHASE/NEUTRAL GROUND CONDUIT

A 130 (3) - #1 #6 1 1/2"

B 25 (2) - #12 #12 3/4"

C 65 (3) - #6 #8 3/4"

NOTES:

1. CONDUCTORS SHALL BE THWN COPPER, UNLESS DESIGNATED "AL" FOR ALUMINUM

2. TAGS WITH "(UG)" INDICATE UNDERGROUND FEEDS IN RIGID CONDUIT. ALL OTHER FEEDS ASSUMED TO BE ABOVE-GROUND IN RIGID CONDUIT.

3. CABLE TERMINATIONS/LUGS SHALL BE VERIFIED TO BE RATED FOR 75°C

ELECTRICAL PANEL SPECIFICATIONS - PANEL PP-8 DAS Independence Boiler

LOAD DESCRIPTION LOAD TY BRKR CKT PHASE CKT BRKR TY LOAD LOAD DESCRIPTION

(VA) AMP P NO A B C NO AMP P (VA)

(E) 1-A OIL PUMP

15 3 1 2 20 1 (E) HEATER IN WEST CORNER

3 4 20 1 (E) LIGHS ON WEST WALL

5 6 20 1 (E) LIGHTS ON SOUTH WALL

(E) 2-A OIL PUMP

15 3 7 8 30 1 (E) BATHROOM IN DRIVERS

9 10 30 1 (E) OUTLET WORK BENCH

11 12 15 1 SPARE

(E) 1-B OIL PUMP

20 3 13 14 20 1 (E) OUTLETS ON SOUTH WALL

15 16 20 1 (E) OUTLETS ON SOUTH WALL

17 18 20 1 (E) OUTLETS ON WES WALL

(E) 2-B OIL PUMP

20 3 19 20 20 1 (N) Boiler Estop

21 22 SPACE

23 24 SPACE

(E) SMALL OIL PUMP

30 3 25 26 SPACE

27 28 SPACE

29 30 SPACE

(E) #2 BOILER

60 3 31 32 15 3

GRINDER33 34

35 36

(E) #1 BOILER

60 3 37 38 50 3

WELDER39 40

41 42

ELECTRICAL PANEL SPECIFICATIONS - PANEL MDP-PP DAS Independence Boiler

LOAD DESCRIPTION LOAD TY BRKR CKT PHASE CKT BRKR TY LOAD LOAD DESCRIPTION

(VA) AMP P NO A B C NO AMP P (VA)

EMPTY

3 1 2 3

EMPTY3 4

5 6

EMPTY

3 7 8 3

EMPTY9 10

11 12

EMPTY

3 13 14 3

EMPTY15 16

17 18

(E) ELEVATOR TRANSFORMER (DON'T USE)

110 3 19 20 100 3

(E) BOILER ROOM MAIN, SE CORNER21 22

23 24

(N) XFMR BOILER BLR-1*

33620 125 3 25 11207 26 125 3

(E) PANEL PP227 11207 28

29 11207 30

(E) PANEL XPDE

200 3 31 32 200 3

(E) BOILER FEED PUMP, NE CORNER33 34

35 36

(E) NO1, NO2 BOILER

200 3 37 38 200 3

(E) GROUNDING SHOP39 40

41 42

(E) ACTIVITY CENTER

200 3 43 44 225 3

(E) PANEL PP145 46

47 48

* Breaker for the Boiler BLR-1 must be lockable and labeled XFMR Boiler BLR-1

Revisions Date No.

KCL Engineering 300 4th Street West Des Moines, Iowa 50265 info@kclengineering.com 515.724.7938

Scale:

Sheet:

Sheet Name:

REV. 0

E000

CO

NT

RA

CT

R

FB

- 9

0-0

1 - H

HS

IM

HI

B

OI

LE

R #3

R

EP

LA

CE

ME

NT

11/14/2025 10:06 AM

1/8" = 1'-0"

IO

W

A

AV

E.

IN

DE

PE

ND

EN

CE

- I

OW

A

- 5

KCL Project Number:

Date:

Drawn By:

Checked By: KCL

CJC

25224

11-14-2025

NOT FOR CONSTRUCTION

11-14-2025

CONTRACT RFB - 947400-01 - HHS IMHI BOILER #3 REPLACEMENT

ELECTRICAL GENERAL NOTES

AND SYMBOLS

J

KCL Engineering 300 4th Street West Des Moines, Iowa 50265 info@kclengineering.com 515.724.7938

Scale:

Sheet:

Sheet Name:

REV. 0

E100

CO

NT

RA

CT

R

FB

- 9

0-0

1 - H

HS

IM

HI

B

OI

LE

R #3

R

EP

LA

CE

ME

NT

11/14/2025 10:06 AM

1/8" = 1'-0"

IO

W

A

AV

E.

IN

DE

PE

ND

EN

CE

- I

OW

A

- 5

KCL Project Number:

Date:

Drawn By:

Checked By: KCL

CJC

25224

11-14-2025

NOT FOR CONSTRUCTION

11-14-2025

CONTRACT RFB - 947400-01 - HHS IMHI BOILER #3 REPLACEMENT

CONDUIT ROUTING PLAN