2025.06.13 SC VMS_Addendum 01.pdf

PDF 1 MB Posted Jun 6, 2025

Attached to: Sioux City Vehicle Maintenance Shop
Solicitation number: C385X3152RFB
Issued by: Scott County, Iowa

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Written by GovTribe AI · Nov 24, 2025

Addendum 001 for Sioux City Vehicle Maintenance Shop

This is Addendum 001, issued June 13, 2025, for the Sioux City Vehicle Maintenance Shop project being constructed for the Iowa National Guard by the design firm Farnsworth Group, Inc. The addendum modifies the construction drawings and specifications for the approximately 24,805 square foot facility located at 6400 Harbor Drive, Sioux City, Iowa. Key modifications include specifications for three 26'-0" x 10'-0" hazardous material storage buildings, revision of sectional door sizes and electric motor specifications (including 22'-0"x16'-0" and 8'-0"x10'-0" doors with ControlHoist Standard 1/2 HP motors), updates to blast-resistant glazing requirements for windows per ASTM F 2248, revisions to locker room benches and accessories with specified manufacturer models including Penco hardwood benches and Robinson Steel Co. stainless steel pedestals, and modifications to 3-hour fire-rated door specifications for the hazardous materials storage buildings. The addendum also includes revisions to hollow metal frames and doors, aluminum frame entrances, toilet and office accessories, and mechanical piping details. Drawing revisions correct detail reference numbers (changing references from Detail 15/A3.2 to Detail 1/A3.2), update room layouts for locker rooms, latrine elevations, janitor rooms, and bulk storage areas, and add a new mechanical piping plan sheet (MP0.2) for underfloor radiant heating circuits. Pre-approved product substitutions include Royale Concrete for polished concrete, MuleHide PVC for roofing, Spaceguard Beast Wire Partitions for wire mesh, and Royal Lockers for plastic lockers. Bids are due July 1, 2025, at 1:00 PM local time via IMPACS online submission.

Bidders must acknowledge receipt of this addendum on the bid form, with failure to do so potentially resulting in disqualification. The addendum does not specify pricing information, set-asides, incumbents, or funding sources, as these details are contained in the primary bid solicitation documents. All specification and drawing modifications outlined in the addendum are incorporated into the contract documents and supersede previous versions.

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Advertisement for Bids.pdf	PDF	Jun 6, 2025
Sioux City VMS Pre-Bid Transcript.docx	DOCX document	Jun 6, 2025
Construction Set_Specs_6-6-2025.pdf	PDF	Jun 6, 2025
1320565-event.pdf	PDF	Jun 6, 2025
Construction Set_Drawings_6-6-2025.pdf	PDF	Jun 6, 2025
1322462-event.pdf	PDF	Jun 6, 2025

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Addendum

14225 University Avenue, Suite 110 | Waukee, IA 50263 | p 515.225.3469 | www.f-w.com

ENGINEERS | ARCHITECTS | SURVEYORS | SCIENTISTS

Addendum Number: 001

Addendum Issue Date: June 13, 2025 Owner: Iowa National Guard

Project Name: Sioux City Vehicle Maintenance Shop

A/E Project Number: 0230434.00

Owner Contract Number: C385X3152 Owner Project Number: 190137

Containing: 7 Pages; 0 Documents; 2 Drawings; 0 Specifications

This addendum amends the drawings and specifications of the above reference project and is hereby incorporated into the contract documents as part thereof. Bidders must acknowledge receipt of this Addendum in the space provided on the Bid Form. FAILURE TO DO SO MAY SUBJECT BIDDER TO DISQUALIFICATION.

General:

Item No. 1 Hazardous Material Storage Buildings:

A. Quantity of three (3) 26’-0” x 10’-0” storage buildings. Refer to specification section 13 34 25

Hazardous Material Storage Buildings and drawings C2.1, C3.3, and S3.1.

Item No. 2 Suppliers shall provide Substitution Request Forms completed in their entirety. The General Contractor shall be responsible for any unchecked certifications.

Specifications:

Section 00 01 10 – Table of Contents Item No. 3 Remove specification section 07 42 13 Insulated Core Metal Wall Panels.

Item No. 4 Add Division 33 – Utilities

Section 08 12 13 – Hollow Metal Frames

Item No. 5 Revise section: 1.4.A.1 Provide at Exterior Entrance Doors to read as follows:

Building Category: Primary Gathering Level of Protection: Low Stand-Off Distance:

All Plan East Facing Doors: No Doors on Plan East 0 feet x Charge Weight II 0 feet x Charge Weight I All Plan South Facing Doors:

627 feet x Charge Weight II (Fencing 226 feet x Charge Weight I (Parking) All Plan West Facing Doors:

670 feet x Charge Weight II (Fencing 303 feet x Charge Weight I (Parking) All Plan North Facing Doors:

Farnsworth Group, Inc.

114 feet x Charge Weight II (Fencing) 78 feet x Charge Weight I (Parking)

Section 08 13 13 – Hollow Metal Doors Item No. 6 Revise section: 1.6.A.1 Provide at Exterior Entrance Doors to read as follows:

Building Category: Primary Gathering Level of Protection: Low Stand-Off Distance:

All Plan East Facing Doors: No Doors on Plan East 0 feet x Charge Weight II 0 feet x Charge Weight I All Plan South Facing Doors:

627 feet x Charge Weight II (Fencing 226 feet x Charge Weight I (Parking) All Plan West Facing Doors:

670 feet x Charge Weight II (Fencing 303 feet x Charge Weight I (Parking) All Plan North Facing Doors:

Section 08 36 13 – Sectional Doors Item No. 7 Revise 2.2.A. to read as follows: Provide 22’-0”x16’-0” doors designed for electric motor and hand chain operation.

Item No. 8 Add 2.2.B. to read as follows:

B. Provide 8’-0”x10’-0” doors designed for electric motor and hand chain operation.

1. Provide with floor operated disconnect for use with chain hoist and electric operator combination.

Electric operator, Jackshaft type, Model: ControlHoist Standard 1/2 HP, mounted at exterior wall.

a. Motor: continuous duty capacitor start NEMA Type 1 faced flanged motor; 120V single phase.

Motor shall be separate from reduction mechanism for ease of maintenance.

b. Reduction: worm gear drive running in oil with additional reduction by chain and sprockets.

c. Roller Chain Drive: Door shaft shall be driven by roller chain to provide door travel of 6" to 12" per second.

d. Starter-Reversing Contactor Type: standard duty across the line reversing type with mechanical interlock. Automatic reversing controls are not to be used.

e. Adjustable Friction Clutch: shall be provided to protect door and operator if door movement is obstructed.

f. Limit Switches: positive chain drive screw type limit switch, enclosed in electrical control box, accessible for precision setting. Limit switches will remain in time when emergency chain hoist is used and door is operated manually.

g. Control Wiring: Control voltage shall be 24 volts. Control wiring shall be RC: Three button momentary contact on OPEN and STOP, constant pressure on CLOSE.

h. Overload Protection: provide manual reset for overload protection.

i. Electrical Enclosure: all electrical components shall be in NEMA Type 1 enclosure.

j. Emergency Operation: supply a chain hoist, which may be engaged from the floor for mechanical operation. An electrical interlock disconnects power when chain hoist is engaged.

k. Magnetic Brake: furnish magnetic solenoid brake for positive stop.

Section 08 41 13 Aluminum Frames Entrances & Storefront

Item No. 9 Revise 1.2.D.2. to read as follows:

Provide glazed window capable of resisting loads of an “Equivalent 3-second Duration Design Loading” per ASTM F 2248 for blast resistant glazing fabricated with laminated glazing. Uniform load acting on the window frame shall be 2.0 times the Equivalent 3-second Duration Design Loading.

Building Category: Primary Gathering Level of Protection: Low Stand-Off Distance:

All Plan East Facing Doors: No Doors on Plan East 0 feet x Charge Weight II 0 feet x Charge Weight I All Plan South Facing Doors:

627 feet x Charge Weight II (Fencing 226 feet x Charge Weight I (Parking) All Plan West Facing Doors:

670 feet x Charge Weight II (Fencing 303 feet x Charge Weight I (Parking) All Plan North Facing Doors:

Section 10 28 00 – Toilet, Bath, & Office Accessories Item No. 10 Revise section: 2.1-B.13 Locker Benches to read as follows:

Locker Benches: hardwood bench top, clear lacquer finish as manufactured by Penco;

www.pencoproducts.com or approved equal. Pedestals: heavy duty, 304 stainless steel pedestals, Model #RSCSSP304 as manufactured by Robinson Steel Co.; www.rsclockers.com/.

a. 20” x 42”, ADA

1) Restroom 104 – 1 total

2) Restroom 106 – 1 total

b. 9-1/2” x 24”,

1) Restroom 104 – 2 total

2) Restroom 106 – 2 total

c. Anchor benches to concrete with stainless steel sidewalk bolts or button head socket screws in expansion anchors.

Section 13 34 25 – Hazardous Materials Storage Building

Item No. 11 Revise section: 2.2-C.6 to read as follows.

6. Door, Single:

a. UL Classified and labeled, 3-hour fire-rated swinging type door (48”W x 80”H) located on front of building, centered on short side. UL Listed and labeled door frame and hardware: panic exit rim device on active leaf, self-closer, and an exterior keyed security lock. Door hold open device on active leaf; fuse-linked for automatic closure.

b. Provide one door per building.

c. Provide rain shield or overhang over door opening for rain deflection.

http://www.rsclockers.com/

Drawings:

Architectural

Sheets A1.2 – Floor Plan Area A Item No. 12 Revise note “BOLLARD – SEE DETAIL 15/A3.2” to “BOLLARD – SEE DETAIL 1/A3.2”.

Item No. 13 Add leader to “Metal Wall Shelving” note in room 110 Battery.

Sheet A1.3 – Floor Plan Area B Item No. 14 Revise note “Vinyl Number – See Detail 15/A3.2 – Coordinate placement with O.H. Door Controls

(Typical)” to read as follows “Vinyl Number – See Detail 1/A3.2 – Coordinate placement with O.H. Door Controls (Typical)” Sheets A3.1 – Overall Exterior Elevations

Item No. 15 Revise note “BOLLARD – SEE DETAIL 15/A3.2” to “BOLLARD – SEE DETAIL 1/A3.2”.

Sheet A4.1 – Building Sections

Item No. 16 Revise note “Vinyl Number – See Detail 15/A3.2 – Coordinate placement with O.H. Door Controls (Typical)” to read as follows “Vinyl Number – See Detail 1/A3.2 – Coordinate placement with O.H. Door Controls (Typical)” Sheets A7.2 – Door Schedule, Room Finish Schedule, Glazing & Door Elevations

Item No. 17 Revise all HM Door and Frame Finish to “P” in lieu of “PF”.

Sheets A8.1 – Interior Elevations and Enlarged Plans (Revised Drawing Sheet Attached)

Item No. 18 Revise Detail 1- 104 Men’s and 106 Women’s Locker rooms – Enlarged Floor Plan as indicated on attached drawing.

Item No. 19 Revise Detail 2 – 106 – Women’s Latrines North Elevation as indicated on attached drawing.

Item No. 20 Revise Detail 6 – RM 104 – Men’s Latrines South Elevation as indicated on attached drawing.

Sheets A8.3 – Interior Elevations Item No. 21 Rename detail 4 “Elevation 4-a” to “Corridor 101B – Drinking Fountain”

Mechanical Piping

Sheet MP0.2 – Underfloor Mechanical Piping Plan – Area B (Drawing Sheet Attached) Item No. 22 Add sheet in its entirety.

Product Pre-Approvals:

Item No. 23 The following manufacturers shall be substituted as equal to the named Base Bid manufacturer(s) specified. Approval is contingent upon manufacturers fulfilling all specification requirements, tangible and intangible, set forth in the Drawings and Project Manual. Mechanical and Electrical Contractors shall verify that pre-approved vendors meet specifications and installation requirements based upon the project’s available space. This approval does not waive any requirements or conditions of the Contract Documents for any material, system or manufacturer.

Section Item Approved Equal 03 35 43 Polished Concrete Royale Concrete (Approved Applicator) 07 54 19.11 Fully Adhered Polyvinyl Chloride Roofing MuleHide PVC FRS 10 22 13 Wire Mesh Partitions Spaceguard Beast Wire Partitions 10 51 26 Plastic Lockers Royal Lockers

Bids are Due: July 1, 2025 / 1:00 PM local time, bids due online only via IMPACS.

END OF ADDENDUM 01

Issued By:

FARNSWORTH GROUP, INC.

Kara N. Garside, Associate AIA Architectural Associate II

Attachments:

Documents: None

Drawings Dated 06/13/2025:

Sheet A8.1 Sheet MP0.2

Specifications: None

A. SEE G0.1 FOR STANDARD MOUNTING HEIGHTS.

B. CONTROL JOINTS SHOWN ARE DESIGNATED FOR AESTHETIC PURPOSES. WHERE

CONTROL JOINTS ARE NOT SHOWN, COMPLY WITH REQUIREMENTS AS DICTATED

IN THE PARTITION GENERAL NOTES.

INTERIOR ELEVATION GENERAL NOTES

T18 T18

T7T7

T13T14

T20T20

W A

L L

Y P

2'-8"2'-8"2'-2"

A9.1

_____ GYP. BD. BULKHEAD

- SEE REFLECTED CEILING

PLAN - TYPICAL

T5T5

T16

W A

L L

Y P

12x24 CERAMIC TILE TYPICAL

T6T6

WOOD LOCKER BENCH -

SEE SPECS

T4T4

T3 T2

W A

L L

Y P

T16

12x24 CERAMIC TILE TYPICAL

ADA BENCH

PROVIDE LOCKER w/ ADA

COMPLIANT FEATURERS

T18

3'-0" 3'-0" 2'-7 1/2"

W A

L L

Y P

3'-0" 4'-2" T10

ADA BENCH

W A

L L

Y P

T16

DOUBLE TIER SOLID

PLASTIC LOCKERS w/

SLOPED TOP - SEE SPEC.

- NORTH WALL

PROVIDE LOCKER w/ ADA

COMPLIANT FEATURERS

T7 T7

T18T18

T14

T13

W A

L L

Y P

12x24 CERAMIC TILE TYPICAL

T6T6

2'-2"2'-8"2'-8"

A9.1

GYP. BD. BULKHEAD

- SEE REFLECTED

CEILING PLAN - TYPICAL

T5 T5

T16 T16

WOOD LOCKER BENCH -

SEE SPECS

SLOPE FLOOR 1/4" PER

- FOOT DOWN FROM EACH

SIDE TO DRAIN

CERAMIC WALL TILE

- FIELD COLOR

3'-4"

0.25

S T

A L L S

T A

N D

A R

PROVIDE ACCENT TILE COLOR

AT FLOOR TRANSITION

12x24 CERAMIC

TILE TYPICAL

PROVIDE T-SHAPED

WATER STOP @ ADA

STALLS - SEE SPEC.

ADA STALLS: FLOOR

TRANSITION SHALL BE

A MAX DEPTH OF 1/2"

WASH FOUNTAIN

- SEE PLUMBING DWGS.

T5T5

4" RUBBER BASE - TYPICAL

CMU - PAINT

GYPSUM WALL BOARD - PAINT

DRINKING FOUNTAIN w/

BOTTLE FILLER

- SEE PLUMBING DWGS.

EYE-WASH STATION

- SEE PLUMBING DWGS.

T22

7'-4"8'-0"1'-5"

A8.1

MENS

WOMENS

9'-2 3/8" 9'-0" 5'-4" 8'-8" 6'-0" 9'-0" 9'-4"

1'-10" 6" 3'-4" 3'-0" 1'-6" 3'-4" 1'-2"

3'-8" 5'-8" 22'-10" 15'-0" 5'-8" 3'-8"

2'-0" 1'-10" 6'-10" 6'-0" 1'-4"

T8 T8

T4T4

T18 T18

T7 T7 T14

T18T18

T7T7

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

T13T13

T14

T4 T4

T3 T3

T20 T20

5'-0"

2'-2" 2'-8" 2'-8" 2'-8" 2'-8" 2'-2"

56'-6 3/8"

A5.5

1'-4" 6'-0"

A5.5

P C

C T

P C

C T

DISPLAY CASE

FEC

LOCKER ROOM

BENCH - TYPICAL

25'-4 3/8" 12'-10" 18'-4"

T5 T6 T6 T5 T5

T6 T6 T5

T10T10

P6 P7

P2 P2

T16

T16T16

T17

T17 T17

T15T16

T15

2X2 ACCESS PANEL -

TYPICAL

1'-8"

T10T10

T20 T20

T15

S.S. CG TYP.

1'-8"

WOOD LOCKER BENCH -

SEE SPECS

WOOD LOCKER BENCH -

SEE SPECS

DOUBLE TIER SOLID

PLASTIC LOCKERS w/

SLOPED TOP - SEE SPEC.

- NORTH WALL

2'-3 1/2"

PROVIDE LOCKER w/ ADA

COMPLIANT FEATURERS

SOLID PLASTIC LOCKERS

w/ SLOPED TOP - SEE

SPEC.

PROVIDE LOCKER w/ ADA

COMPLIANT FEATURERS

SOLID PLASTIC LOCKERS

w/ SLOPED TOP - SEE

SPEC.

F F

E E

115-2

115-1

33'-6"

2'-8" 8'-0" 22'-10"

T Y

3'-10"

FEB

10'-8" 4'-0"

DN DN

FF - ( -4" )

CONCRETE RAMP

GALV. STEEL PIPE BOLLARDS

w/ POLYETHYLENE COVER

- SEE DETAIL TYPICAL

CONCEP

55 GAL

GFGI

250 GAL

15/40

CFCI

280 GAL

ATF

GFGI

250 GAL

10WT

GFGI

17 GAL

GAA

CFGI

FF - ( 0" )

A5.2

_____ 2

A5.3

SIM.

BULK POL

A5.2

4'-0"

STAINLESS STEEL AT

4'-0" FROM FF (2 SIDES)

T21

4" RUBBER BASE -

TYPICAL

MOP SINK

- SEE PLUMBING

DWGS.

JANITOR

A8.1

2'-0"

4" RUBBER BASE -

TYPICAL

STAINLESS STEEL

WALL SHELVES

A8.4

WALL BRACKETS

CMU - PAINT

10" INSULATED

PRECAST WALL

PANEL (TYPICAL)

11'-0"

COORDINATE

SHELVES WITH MEP

DUCT PLACEMENT

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

IAARNG PROJECT #:

CONTRACT #:

:2 :3

M A8.1

INTERIOR

ELEVATIONS AND

ENLARGED PLANS

KNG/SH

0230434.00

SIOUX CITY VEHICLE

MAINTENANCE SHOP

IOWA NATIONAL GUARD

6400 HARBOR DR.

SIOUX CITY, IA 51111

06/6/2025

100% CONSTRUCTION SET

190137

C385X3152

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

106 - WOMENS LATRINES SOUTH ELEVATION

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

106 - WOMENS LATRINES NORTH ELEVATION

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

RM 104 - MENS LATRINES WEST ELEVATION

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

RM 104 - MENS LATRINES SOUTH ELEVATION

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

RM 104 - MENS LATRINES NORTH ELEVATION

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

104 MENS AND 106 WOMENS LOCKER ROOMS - ENLARGED FLOOR PLAN

TOILET ACCESSORY SCHEDULE

MARK DESCRIPTION REMARKS

T1 GRAB BAR (42")

T2 GRAB BAR (36")

T3 GRAB BAR (18")

T4 TOILET TISSUE DISPENSER

T5 PAPER TOWEL DISPENSER

T6 SOAP DISPENSER

T7 24" x 36" FRAMED MIRROR w/ SHELF

T8 SANITARY NAPKIN DISPOSAL

T10 24" x 60" FRAMED MIRROR

T13 ADA SHOWER BENCH

T14 SHOWER GRAB BAR

T15 18"W x 6"D SHOWER SHELF

T16 ROBE HOOK

T17 SOAP DISH

T18 ELECTRIC HAND DRYER

T20 SHOWER ROD & CURTAIN

T21 MOP HOLDER

T22 60" x 20" STAINLESS STEEL SHELF

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

TYPICAL SHOWER BASIN SECTION

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

RM 108 - SOUTH ELEVATION

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

115 BULK POL - ENLARGED FLOOR PLAN

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

RM 120 - NORTH ELEVATION

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

120 JANITOR

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

RM 110 - WEST ELEVATION

1 06/16/2025 ADD 0106/13/2025

5 6 7 8 9 10 11 12

WARM UP/ WASH BAY

WORK BAY

BULK POL

TOOL ROOM

PRODUCTION CONTROLLER

SUPPLY ROOM

ALCOVE

BULKY EQUIPMENT STORAGE

6" SPACING 6" SPACING 6" SPACING 6" SPACING

6" SPACING

6" SPACING 6" SPACING 6" SPACING 6" SPACING

6" SPACING

9" SPACING9" SPACING9" SPACING

9" SPACING

CIRCUIT A-1

349 FT @ 12 IN.

FLOW: 1.29 GPM

ΔT: 20° F

CIRCUIT A-2

349 FT @ 12 IN.

FLOW: 1.31 GPM

ΔT: 20° F

CIRCUIT A-3

349 FT @ 12 IN.

FLOW: 1.31 GPM

ΔT: 20° F

CIRCUIT A-4

349 FT @ 12 IN.

FLOW: 1.30 GPM

ΔT: 20° F

CIRCUIT A-5

298 FT @ 12 IN.

FLOW: 1.10 GPM

ΔT: 20° F

CIRCUIT A-6

298 FT @ 12 IN.

FLOW: 1.10 GPM

ΔT: 20° F

CIRCUIT A-7

298 FT @ 12 IN.

FLOW: 1.10 GPM

ΔT: 20° F

CIRCUIT A-8

297 FT @ 12 IN.

FLOW: 1.08 GPM

ΔT: 20° F

CIRCUIT A-9

330 FT @ 12 IN.

FLOW: 1.22 GPM

ΔT: 20° F

CIRCUIT A-10

335 FT @ 12 IN.

FLOW: 1.25 GPM

ΔT: 20° F

CIRCUIT A-11

333 FT @ 12 IN.

FLOW: 1.25 GPM

ΔT: 20° F

CIRCUIT A-12

329 FT @ 12 IN.

FLOW: 1.22 GPM

ΔT: 20° F CIRCUIT A-13

373 FT @ 12 IN.

FLOW: 1.33 GPM

ΔT: 20° F

CIRCUIT A-14

372 FT @ 12 IN.

FLOW: 1.33 GPM

ΔT: 20° F

CIRCUIT A-15

369 FT @ 12 IN.

FLOW: 1.32 GPM

ΔT: 20° F

CIRCUIT A-16

369 FT @ 12 IN.

FLOW: 1.32 GPM

ΔT: 20° F

CIRCUIT A-17

380 FT @ 12 IN.

FLOW: 1.33 GPM

ΔT: 20° F

CIRCUIT A-18

379 FT @ 12 IN.

FLOW: 1.32 GPM

ΔT: 20° F

CIRCUIT A-19

383 FT @ 12 IN.

FLOW: 1.34 GPM

ΔT: 20° F

CIRCUIT A-20

374 FT @ 12 IN.

FLOW: 1.34 GPM

ΔT: 20° F

CIRCUIT A-21

356 FT @ 12 IN.

FLOW: 1.23 GPM

ΔT: 20° F

CIRCUIT A-22

357 FT @ 12 IN.

FLOW: 1.24 GPM

ΔT: 20° FCIRCUIT A-23

357 FT @ 12 IN.

FLOW: 1.23 GPM

ΔT: 20° F

CIRCUIT A-24

357 FT @ 12 IN.

FLOW: 1.23 GPM

ΔT: 20° F

CIRCUIT A-25

322 FT @ 12 IN.

FLOW: 1.11 GPM

ΔT: 20° F

CIRCUIT A-26

318 FT @ 12 IN.

FLOW: 1.10 GPM

ΔT: 20° F

CIRCUIT A-27

316 FT @ 12 IN.

FLOW: 1.09 GPM

ΔT: 20° F

CIRCUIT A-28

315 FT @ 12 IN.

FLOW: 1.09 GPM

ΔT: 20° F

CIRCUIT A-29

372 FT @ 12 IN.

FLOW: 1.28 GPM

ΔT: 20° F

CIRCUIT A-30

380 FT @ 12 IN.

FLOW: 1.32 GPM

ΔT: 20° F

CIRCUIT A-31

380 FT @ 12 IN.

FLOW: 1.32 GPM

ΔT: 20° F

CIRCUIT A-32

377 FT @ 12 IN.

FLOW: 1.30 GPM

ΔT: 20° F

T T T T

T T T T bluestone engineering

5518 NW 88th Street Johnston, IA 50131 515-727-0700 www.bluestonemep.com/ Project #:

BLUESTONE ENGINEERING, LLC RESERVES PROPRIETARY RIGHTS, INCLUDING

COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID

DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF BLUESTONE

ENGINEERING, LLC AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER

PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

IAARNG PROJECT #:

CONTRACT #:

123-053

:4 :5

M MP0.2

UNDERFLOOR

MECHANICAL PIPING

PLAN - AREA B

CPJ

JRS

0230434.00

SIOUX CITY VEHICLE

MAINTENANCE SHOP

IOWA NATIONAL GUARD

6400 HARBOR DR.

SIOUX CITY, IA 51111

06/06/2025

100% CONSTRUCTION SET

CPJ

190137

C385X3152

1/8" = 1'-0"

UNDERFLOOR MECHANICAL PIPING PLAN - AREA B

A B

GENERAL NOTES:

1. ALL VALVES TO BE LOCATED IN ACCESSIBLE LOCATIONS. COORDINATE WITH ARCHITECTURAL DRAWINGS.

2. REFER TO RADIATION SCHEDULE (IN-FLOOR) FOR TUBING INFORMATION.

3. RADIANT IN-FLOOR TUBING TO BE SPACED 12" ON CENTER UNLESS OTHERWISE NOTED ON PLAN.

4. RADIANT IN-FLOOR TUBING TO BE SPACED 6" ON CENTER FOR THE TWO PIPING PASSES IMMEDIATALY ADJACENT TO

THE BUILDING EXTERIOR WALLS.

5. REFER TO MP5 AND M7 SERIES DRAWINGS FOR THE FOLLOWING REFERENCED DETAILS:

A. RADIANT IN-FLOOR HEAT TUBING

B. WATER SOURCE HEAT PUMP CONTROL DIAGRAM

C. RADIANT IN-FLOOR HEATING ZONE CONTROL DIAGRAM

THIS SHEET MUST BE PRINTED IN COLOR

PLAN NORTH

1 06/16/2025 ADD 0106/13/2025

File details come from the government source that posted it. Updated Nov 24, 2025.