Drawings IFB.pdf

PROJECT NO.: DATE:

PROJECT VICINITY

PROJECT LOCATION

IAARNG PROJECT NO.: 190185

IAARNG CONTRACT NO.: C45X2118

ARCHITECT

CONSULTANTS

LIST OF DRAWINGS

/1

/2

:5 :2

A

M

0231514.00

WATERLOO VEHICLE

MAINTENANCE SHOP

IOWA NATIONAL GUARD

3106 AIRPORT BLVD

WATERLOO, IA 50703

03/20/2026

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ISSUED FOR CONSTRUCTION

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DRAWING LIST

GENERAL

G0.1 GENERAL INFORMATION

LS1.1 LIFE SAFETY CODE ANALYSIS

LS1.2 FIRST FLOOR LIFE SAFETY

CIVIL

C0.1 CIVIL NOTES AND REFERENCES

C1.1 SITE SURVEY AND REMOVALS

C2.1 OVERAL LAYOUT PLAN

C2.2 LAYOUT PLAN

C3.1 GRADING PLAN

C4.1 UTILITY PLAN – SANITARY SEWER AND WATER

C4.2 UTILITY PLAN – STORM SEWER

C5.1 LANDSCAPE PLAN

C6.1 DETAILS

C6.2 DETAILS

C6.3 DETAILS

C6.4 DETAILS

C6.5 DETAILS

C7.1 SWPPP

C7.2 SWPPP

STRUCTURAL

S0.1 STRUCTURAL NOTES

S1.1 FOUNDATION PLAN - AREA A

S1.2 FOUNDATION PLAN - AREA B

S2.1 ROOF FRAMING PLAN - AREA A

S2.2 ROOF FRAMING PLAN - AREA B

S3.1 STRUCTURAL PLANS

S5.1 STRUCTURAL DETAILS

S5.2 STRUCTURAL DETAILS

S5.3 STRUCTURAL DETAILS

S5.4 STRUCTURAL DETAILS

S5.5 STRUCTURAL DETAILS

FARNSWORTH GROUP, INC.

14225 UNIVERSITY AVENUE, SUITE 110

WAUKEE, IA 50263

P: 515/225.3469 F: 515/225.9649

BISHOP ENGINEERING

3501 104TH STREET

DES MOINES, IA 50322

P: 515/276.0467 F: 515/276.0217

KED BLUESTONE ENGINEERING

5518 NW 88TH STREET

JOHNSTON, IA 50131

P: 515/727.0700 F: 515/727.0777

KPFF ENGINEERING CONSULTANTS

604 LOCUST STREET, SUITE 202

DES MOINES, IA 50309

P: 515/279.3900 F: 515/276.0217

3106 AIRPORT BLVD WATERLOO, IA 50703

3106 AIRPORT BLVD WATERLOO, IA 50703

NATHAN T.

KRESS

21136

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DAVID B.

BENTZ

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RICHARD K.

LARSON

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PAGES OR DIVISIONS COVERED:

LICENSE RENEWAL DATE:

DATE:

NAME:

SIGNATURE:

THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

Robert C. Ridgway, AIA

06/30/2027

GENERAL AND ARCHITECTURAL

SUPERVISION. I AM A DULY LICENSED ARCHITECT UNDER THE

LAWS OF THE STATE OF IOWA.

PAGES OR DIVISIONS COVERED:

LICENSE RENEWAL DATE:

DATE:

NAME:

SIGNATURE:

THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

David A Bentz, P.E.

12/31/2027

CIVIL

SUPERVISION. I AM A DULY LICENSED ENGINEER UNDER THE

LAWS OF THE STATE OF IOWA.

ROBERT C.

RIDGWAY

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PAGES OR DIVISIONS COVERED:

LICENSE RENEWAL DATE:

DATE:

NAME:

SIGNATURE:

THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

Nathan T. Kress, P.E.

12/31/2027

STRUCTURAL

SUPERVISION. I AM A DULY LICENSED ENGINEER UNDER THE

LAWS OF THE STATE OF IOWA.

PAGES OR DIVISIONS COVERED:

LICENSE RENEWAL DATE:

DATE:

NAME:

SIGNATURE:

THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

Cory Jacobs, P.E.

12/31/2026

PLUMBING, MECHANICAL AND MECHANICAL PIPING

SUPERVISION. I AM A DULY LICENSED ENGINEER UNDER THE

LAWS OF THE STATE OF IOWA.

PAGES OR DIVISIONS COVERED:

LICENSE RENEWAL DATE:

DATE:

NAME:

SIGNATURE:

THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

Richard K. Larson, P.E.

12/31/2027

ELECTRICAL AND TECHNOLOGY

SUPERVISION. I AM A DULY LICENSED ENGINEER UNDER THE

LAWS OF THE STATE OF IOWA.

CORY

JACOBS

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DRAWING LIST

ARCHITECTURAL

A1.1 OVERALL FLOOR PLAN

A1.2 FLOOR PLAN - AREA A

A1.3 FLOOR PLAN - AREA B

A2.1 OVERALL ROOF PLAN

A2.2 ROOF DETAILS

A3.1 OVERALL EXTERIOR ELEVATIONS

A3.2 INTERIOR AND EXTERIOR DETAILS

A4.1 BUILDING SECTIONS

A5.1 WALL SECTIONS

A5.2 WALL SECTIONS

A5.3 WALL SECTIONS

A5.4 WALL SECTIONS

A5.5 WALL SECTIONS

A5.6 WALL SECTIONS

A6.1 VERTICAL CIRCULATION PLANS, SECTIONS AND

DETAILS

A7.1 PARTITION TYPES

A7.2 DOOR SCHEDULE, ROOM FINISH SCHEDULE,

GLAZING & DOOR ELEVATIONS

A7.3 EXTERIOR DOOR AND WINDOW DETAILS

A7.4 EXTERIOR DOOR, WINDOW AND CANOPY

DETAILS

A7.5 INTERIOR DOOR AND WINDOW DETAILS

A8.1 INTERIOR ELEVATIONS AND ENLARGED PLANS

A8.2 INTERIOR ELEVATIONS

A8.3 INTERIOR ELEVATIONS

A8.4 CASEWORK DETAILS

A9.1 OVERALL CEILING PLAN

FIRE PROTECTION

F0.1 GENERAL INFORMATION

F1.0 FIRE PROTECTION OVERALL FLOOR PLAN

DRAWING LIST

PLUMBING

P0.1 PLUMBING UNDERFLOOR PLAN - AREA A

P0.2 PLUMBING UNDERFLOOR PLAN - AREA B

P1.1 PLUMBING FLOOR PLAN - AREA A

P1.2 PLUMBING FLOOR PLAN - AREA B

P5.1 PLUMBING DETAILS

P5.2 PLUMBING DETAILS

P5.3 PLUMBING DETAILS

P6.1 PLUMBING SCHEDULES

P6.2 PLUMBING SCHEDULES

P6.3 PLUMBING SCHEDULES

MECHANICAL

M0.0 MECHANICAL GENERAL NOTES & SYMBOLS

M1.1 MECHANICAL FLOOR PLAN - AREA A

M1.2 MECHANICAL FLOOR PLAN - AREA B

M2.1 MECHANICAL ROOF PLAN - AREA A

M2.2 MECHANICAL ROOF PLAN - AREA B

M5.1 MECHANICAL DETAILS

M5.2 MECHANICAL DETAILS

M6.1 MECHANICAL SCHEDULES

M6.2 MECHANICAL SCHEDULES

M6.3 MECHANICAL SCHEDULES

M7.1 TEMPERATURE CONTROL ZONE PLAN

M7.2 MECHANICAL CONTROLS DETAILS

M7.3 MECHANICAL CONTROLS DETAILS

M7.4 MECHANICAL CONTROLS DETAILS

M7.5 MECHANICAL CONTROLS DETAILS

M7.6 MECHANICAL CONTROLS DETAILS

M7.7 MECHANICAL CONTROLS DETAILS

M7.8 MECHANICAL CONTROLS DETAILS

M7.9 MECHANICAL CONTROLS DETAILS

M7.10 MECHANICAL CONTROLS DETAILS

M7.11 MECHANICAL CONTROLS DETAILS

DRAWING LIST

MECHANICAL PIPING

MP0.0 MECHANICAL PIPING SITE PLAN

MP0.2 UNDERFLOOR MECHANICAL PIPING PLAN -

AREA B

MP1.1 MECHANICAL PIPING PLAN - AREA A

MP1.2 MECHANICAL PIPING PLAN - AREA B

MP3.1 MECHANICAL PIPING SECTIONS

MP4.1 ENLARGED MECHANICAL PIPING PLAN

MP5.1 MECHANICAL PIPING DETAILS

MP5.2 MECHANICAL PIPING DETAILS

MP6.1 MECHANICAL PIPING SCHEDULES

MP6.2 MECHANICAL PIPING SCHEDULES

ELECTRICAL

E0.0 ELECTRICAL GENERAL NOTES & SYMBOLS

E0.1 ELECTRICAL SITE PLAN

E1.1 LIGHTING FLOOR PLAN - AREA A

E1.2 LIGHTING FLOOR PLAN - AREA B

E2.1 POWER FLOOR PLAN - AREA A

E2.2 POWER FLOOR PLAN - AREA B

E3.1 SYSTEMS FLOOR PLAN - AREA A

E3.2 SYSTEMS FLOOR PLAN - AREA B

E4.1 ELECTRICAL ROOF PLAN - AREA A

E4.2 ELECTRICAL ROOF PLAN - AREA B

E5.1 ELECTRICAL DETAILS

E5.2 ELECTRICAL DETAILS

E5.3 ELECTRICAL DETAILS

E5.4 ELECTRICAL DETAILS

E6.1 ELECTRICAL SCHEDULES

E6.2 ELECTRICAL SCHEDULES

E6.3 ELECTRICAL SCHEDULES

TECHNOLOGY

T1.1 TECHNOLOGY FLOOR PLAN - AREA A

T1.2 TECHNOLOGY FLOOR PLAN - AREA B

T4.1 TECHNOLOGY ENLARGED PLANS

T5.1 TECHNOLOGY DETAILS

T5.2 TECHNOLOGY DETAILS

T6.1 TECHNOLOGY SCHEDULES

NORTH

TRUE

NORTH

TRUE

PAGES OR DIVISIONS COVERED:

LICENSE RENEWAL DATE:

DATE:

NAME:

SIGNATURE:

THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

Wade C. Ross, P.E.

12/31/2027

FIRE PROTECTION

SUPERVISION. I AM A DULY LICENSED ENGINEER UNDER THE

LAWS OF THE STATE OF IOWA.

WADE C.

ROSS

20211

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EXPOSED

PLUMBING AT

BARRIER

FREE

LAVATORIES

SHALL BE

INSULATED

LEVER OPERATING

CONTROLLED

SOAP DISPENSER

NOTE: SINKS IN COUNTERS TO BE

MOUNTED WITH RIM NO MORE

THAN 2'-10" HIGH AND WITH AT

LEAST 2'-3" KNEE CLEARANCE.

CLEAR

TYPICAL ACCESSIBLE

CLEARANCE AT LAVATORY

TYPICAL ACCESSIBLE

LAVATORY AND MIRROR

1'-3" 1'-3"

M

IN

M A

X

M

A X

M

A X6

A

.F .F

MIN

8"

MIN

11"

M

IN9

M

IN

M

IN

M A

X

17" MIN

TYPICAL URINAL

MOUNTING

CLEAR

15"

CLEAR

15"

"3

M

A X

W H

E R

E A

D A

A C

C E

S S

R E

Q U

IR

E

D

OF DOOR WIDTH WHEN

ON WALL BEYOND

DOOR

COAT RACK / COAT HOOK

T

Y P

M A

X

WALL MOUNTED TACKBOARD

AND MARKERBOARD

WALL MOUNTED LECTURE UNIT

BOARD

4'-0" MAX TO

HIGHEST OPERABLE

POINT - IF FIRE

EXTINGUISHER

OVER 40 LBS

3'-6" MAX HT.

FIRE EXTINGUISHER

CABINET

WALL PROTECTION

BUMPER GUARD

HANDRAIL

OR DOOR FRAME

3" TO CORNERGUARD

CORNER GUARD

DIAPER CHANGING

STATION

M

IN

M A

X

T O

B O

T T

O M

O F

E F

L E

C T

IV

S

U R

F A

C E

M

IR

R

O R

M A

X I

C

A B

IN

T

P

O J E

C

S

M

H A

N

MOP BASIN

MOP SHELF

TYPICAL JANITORS CLOSET

4'-0" MIN

4'-0" MIN

4'-0"x4'-0" STAINLESS

STEEL PANELS,

EACH WALL

1-1/2"

DIAMETER

GRAB BAR

TOILET

TISSUE

DISPENSER

SANITARY

NAPKIN

DISPOSAL

TOILET

FIXTURE

TOILET

FIXTURE

TOILET

TISSUE

DISPENSER

1-1/2"

DIAMETER

GRAB BAR

ACCESSIBLE TOILET 16" - 18"

T S

E A

T

60" MIN.

36" MIN. 6"

T

G R

IP

MAX.

12" 42" MIN.

28"

60" MIN.

TYPICAL TOILET NON-ACCESSIBLE

TOILET

TISSUE

DISPENSER

33"

TOILET

FIXTURE

18"

T S

E A

T

/2

7"-9"

TOILET

FIXTURE

TOILET

TISSUE

DISPENSER

1-1/2"

DIAMETER

GRAB BAR,

EACH SIDE

17" - 19"

T S

E A

T

AMBULATORY TOILET

54" MIN.

24" MIN.

MIN.

12"

M

IN

M

A X

35"-37"

PAPER TOWEL DISPENSER/

WASTE RECEPTACLE

HAND DRYER

NOTES:

1. FIXTURES SHOWN ARE FOR REFERENCE ONLY AND

ARE NOT PROJECT SPECIFIC. SEE PLUMBING

DRAWINGS AND SCHEDULES FOR FIXTURE TYPES.

2. MOUNTING HEIGHTS ARE TO BE COMPLIANT WITH 2010

ADA, ICC/ANSI A117.1-2007 AND THE IOWA

ACCESSIBILITY CODE- CHAPTER 302 PROVIDE ALL

NECESSARY CONCEALED BLOCKING AND

REINFORCEMENT FOR THE SECURE INSTALLATION OF

ALL EQUIPMENT AND ACCESSORIES.

3. EXPOSED PLUMBING BARRIER FREE LAVATORIES MUST

BE INSULATED OR OTHERWISE CONFIGURED TO

ELIMINATE POSSIBLE CONTACT.

4. SEE TOILET ACCESSORY SCHEDULE AND RESTROOM

ELEVATIONS, A8.1

PAPER TOWEL

DISPENSER

2'-0" AT SIDEWALLS

AT COUNTER SINKS

1'-6" AT SIDEWALLS

AT LAVATORY

DRINKING FOUNTAIN

WHEELCHAIR ACCESSIBLE

(CANTILEVERED STYLE)

17" - 19"

8" MIN

9" MIN

MAX

6"2

M

IN

T O

P O

F S

P O

U T

' M

A X

TOWEL BAR

ACCESSIBLE

ROBE/COAT HOOK

ROBE/COAT

HOOK

TOILET ACCESSORIES

6"

SANITARY

NAPKIN

DISPOSAL

CHAIR RAILING

- SEE SPEC.

FINISHED FLOOR

℄6

FINISHED WALL

CHAIR RAIL MOUNTING

HEIGHT

TYPICAL MONITOR

MOUNTING

4'-2"

THE FOLLOWING SYSTEMS ARE A DESIGN/BUILD RESPONSIBILITY OF THE

CONTRACTOR OR PRODUCT MANUFACTURER AND WILL REQUIRE THE DEFERRED

SUBMITTAL OF DESIGN WORK TO THE CITY OF WATERLOO AND IOWA STATE FIRE

MARSHAL'S OFFICE FOR PLAN REVIEW AND PERMITTING:

1. FIRE SPRINKLER SYSTEMS

DEFERRED SUBMITTALS

REFERENCE SECTION 01 2300 ALTERNATE BID ITEMS AND 00 4100 FORM OF BID

WITHIN OF THE PROJECT MANUAL FOR THE SCHEDULE OF BID ALTERNATES TO

BE INCLUDED WITH THE BID PACKAGE

ALTERNATE NO. 1 - BRIDGE CRANE

ALTERNATE NO. 2 - 8" PCC IN LIEU OF GRAVEL FOR DRIVE & PARKING

ALTERNATE NO. 3 - 8" PCC IN LIEU OF GRAVEL @ MAIN BUILDING DRIVE

ALTERNATE NO. 4 - HIGH DENSITY STORAGE SYSTEM

ALTERNATE NO. 5 - PHOTOVOLTAIC ARRAY SIZE

BID ALTERNATES

A. REFER TO GENERAL INFORMATION SHEETS FOR SYMBOLS AND ABBREVIATIONS.

B. DO NOT SCALE DRAWINGS TO DETERMINE DIMENSIONS. IF A REQUIRED

DIMENSION IS NOT INDICATED, CONTACT THE ARCHITECT FOR DETERMINATION.

C. THE CONTRACTOR SHALL NOT CUT STRUCTURAL MEMBERS/ELEMENTS IN A

MANNER RESULTING IN A REDUCTION OF LOAD CARRYING CAPACITY OR

LOAD/DEFLECTION RATIO.

D. PAINT ALL STEEL DOORS, DOOR FRAMES, INTERIOR BORROW LITE FRAMES,

LINTELS AND OTHER EXPOSED METAL ITEMS UNLESS OTHERWISE NOTED OR

SHOWN.

PROJECT GENERAL NOTES

AFF ABOVE FINISHED FLOOR

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CEM CEMENT(ITIOUS)

CMU CONCRETE MASONRY UNIT

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR CENTER(ED)

DF DRINKING FOUNTAIN

DS DOWNSPOUT

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG(S) DRAWING(S)

E EAST

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EJ EXPANSION JOINT

EW EACH WAY

EA EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FFE FINISH FLOOR ELEVATION

FV FIELD VERIFY

FEC FIRE EXTINGUISHER CABINET

RD ROOF DRAIN

RO ROUGH OPENING

RAD RADIUS

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RM ROOM

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET

SS STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T&G TONGUE AND GROOVE

T/O TOP OF

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WT WEIGHT

CL

ABBREVIATIONS

FDN FOUNDATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FT FOOT/FEET

FTG FOOTING

GC GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

HM HOLLOW METAL

HDWR HARDWARE

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAV LAVATORY

LB(S) POUND(S)

L/S LANDSCAPE

LT LIGHT

LTTR LONG-TERM THERMAL

RESISTANCE

MO MASONRY OPENING

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PCC PRE-CAST CONCRETE

PEB PRE-ENGINEERED BUILDING

PJF PREFORMED JOINT FILLER

PT PRESSURE TREATED

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PTD PAINTED

PWR POWER

RB RUBBER BASE

SYMBOLS LEGEND

NOTE: NOT ALL SYMBOLS ARE USED IN CONSTRUCTION DOCUMENTS

DEMOLITION KEYNOTE

WINDOW TYPE

TOILET ACCESSORY

WALL TYPE

ROOF PITCH

DOOR NUMBER

TYPICAL KEYNOTE

CEILING/ SOFFIT

HEIGHT

D#.#

MATL

1'-0"

T20 SHOWER ROD & CURTAIN

-1

SLOPE: 1/4"

SLOPE/ROOF SLOPE

WALL SECTION

INTERIOR ELEVATION

COLUMN GRID

ELEVATION

REVISION NOTE

ENLARGED CALLOUT

ROOM DESIGNATION

BREAK LINE

DETAIL #

SHEET #

DETAIL #

SHEET #

A8.1

EXTERIOR ELEVATION

DETAIL #

SHEET #

A8.1

A8.1

A8.1

BUILDING SECTION

DETAIL #

PAGE #

A8.1

A8.1

DETAIL SECTION

DETAIL #

SHEET #

A8.1

WALL GRID

(REPRESENTS

FACE OF EXISTING

WALL)

XX.X

XX.X

ELEVATION

0'-0"

ROOM

NAME

0"

-6" CHANGE IN LEVEL

A. REFER TO LIFE SAFETY PLAN (LS-2) AND PARTITIONS FOR LOCATIONS OF RATED

PARTITIONS, SEPERATION INFORMATION, REFRENCE (A7.1) FOR PARTITION

TYPES. ALL INTERIOR PARTITIONS ARE TYPE P6 UNLESS OTHERWISE NOTED OR

SHOWN.

B. CONTRACTOR TO PROVIDE ALL ADDITIONAL FRAMING NECESSARY FOR ALL

OPENINGS AND SUPPLEMENTAL FRAMING ABOVE PARTITIONS.

C. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES FOR SYSTEM RELATED

PENETRATIONS NOT SHOWN.

D. CONTRACTOR SHALL MAINTAIN THE BUILDING IN A WEATHERPROOF CONDITION

AT ALL TIMES.

E. PROJECTS SHALL REMAIN IN COMPLIANCE WITH ALL ASPECTS OF ALL

GOVERNING CODES AND ORDINANCES DURING THE COURSE OF

CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, EXITING, FIRE ALARM

SYSTEM(S) SMOKE/FIRE DETECTION SYSTEM(S), SPRINKLER SYSTEM(S).

F. TEMPORARY BARRICADES AS PERTAINING TO CONTRACTOR'S ACTIVITIES SHALL

BE INSTALLED TO PREVENT POSSIBLE INJURY TO PERSONS IN AND AROUND

DEMOLITION AND CONSTRUCTION AREAS IN ACCORDANCE WITH OSHA

REQUIREMENTS. COORDINATE WITH OWNER..

G. IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO PROVIDE COMPLETE

WORKING SYSTEMS FOR ALL NEW ELEMENTS AND TO COORDINATE THEIR

WORK WITH ALL OTHER TRADES.

H. ALL CONTRACTORS SHALL PROVIDE NEW, UNDAMAGED MATERIALS UNLESS

OTHERWISE SPECIFIED.

I. STORE MATERIALS IN SUCH A MANNER AS NOT TO OVERSTRESS, OVERLOAD, OR

OTHERWISE PUT AN UNSAFE LOAD ON ANY STRUCTURE DURING

CONSTRUCTION.

J. INSTALL ALL WORK IN ACCORDANCE WITH CURRENT APPLICABLE CODES,

PUBLISHED STANDARDS, AND ACCEPTABLE CONSTRUCTION STANDARDS.

K. DETAILS ARE GENERALLY TYPICAL AND ARE NOT TO BE CONSTRUED AS LIMITED

TO THOSE AREAS SPECIFICALLY INDICATED. REVIEW ANY QUESTIONS OR

CONFLICTING INFORMATION WITH THE DESIGN PROFESSIONAL PRIOR TO

FABRICATION OR INSTALLATION.

L. CONTRACTOR SHALL VERIFY DIMENSIONS IN FIELD PRIOR TO BEGINNING

CONSTRUCTION.

M. HINGE SIDE OF DOOR JAMBS TO BE LOCATED 4” FROM NEAREST WALL

INTERSECTION UNLESS OTHERWISE NOTED.

GENERAL NOTES

M

IN

15" MAX

CL

M

IN

M A

X

TRANSFER - TYPE

SHOWER COMPARTMENT

18"

3" MAX

C

L E

A R

1-1/2"

DIAMETER

GRAB BAR

L-SHAPED

FOLDING

SHOWER

SEAT

CONTROL WALL BACK WALL SEAT WALL

SHOWER

CONTROL

SHOWER

FAUCET

ENTRANCE

SHOWER CURTAIN

CURTAIN ROD

22"-23"

1 1/2" MAX15"-16"

14"-15"

ALLOWANCES

NOT APPLICABLE

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

IAARNG PROJECT #:

CONTRACT #:

/1

/2

:5 :2

A

M G0.1

GENERAL

INFORMATION

KNG/SH

0231514.00

WATERLOO VEHICLE

MAINTENANCE SHOP

IOWA NATIONAL GUARD

3106 AIRPORT BLVD

WATERLOO, IA 50703

03/20/2026

03/20/2026

ISSUED FOR

CONSTRUCTION

LS

190185

C485X2118

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

STANDARD MOUNTING HEIGHTS

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

IAARNG PROJECT #:

CONTRACT #:

/1

/2

:5 :2

A

M LS1.1

LIFE SAFETY CODE

ANALYSIS

KNG/SH

KV

0231514.00

WATERLOO VEHICLE

MAINTENANCE SHOP

IOWA NATIONAL GUARD

3106 AIRPORT BLVD

WATERLOO, IA 50703

03/20/2026

03/20/2026

ISSUED FOR

CONSTRUCTION

LS

190185

C485X2118

Iowa Army National Guard – Waterloo Vehicle Maintenance Shop 3106 Airport Blvd, Waterloo, IA 50703 Code Analysis

Project Summary: New building consists of approximately 24,810 sf, single story structure. the building is to be constructed of load bearing Pre-cast concrete exterior walls with a steel roof structure. The buildings usage shall be the regular vehicle maintenance and cleaning. The spaces in the building shall include offices, classroom, latrines, storage, mechanical, electrical, and janitorial spaces.

Applicable Codes (Including State of Iowa Amendments):

2015 International Building Code 2012 International Energy Conservation Code 2024 International Mechanical Code 2015 International Fire Code 2023 National Electrical Code 2012 NFPA 101 Life Safety Code 2021 Uniform Plumbing Code 2010 ADA Standards

IBC 2015

Chapter 3 Use and Occupancy

311.2 Moderate-hazard storage, Group S-1. Storage Group S-1 occupancies are buildings occupied for storage uses that are not classified as Group S-2, including, but not limited to, storage of the following:

Books and paper in rolls or packs Boots and shoes Cardboard and cardboard boxes Motor vehicle repair garages complying with the maximum allowable quantities of hazardous materials listed in Table 307.1(1) (see Section 406.8)

304.1 Business Group B. Business Group B occupancy includes, among others, the use of a building or structure, or a portion thereof, for office, professional or service-type transactions, including storage of records and accounts.

Chapter 4 Special Detailed Requirements Based on Use and Occupancy

Section 406 Motor-Vehicle-Related Occupancies

406.1 General. Motor-vehicle-related occupancies shall comply with Sections 406.1 through 406.8.

406.8 Repair garages. Repair garages shall be constructed in accordance with the International Fire Code and Sections 406.8.1 through 406.8.6. This occupancy shall not include motor fuel-dispensing facilities, as regulated in Section 406.7.

406.8.1 Mixed uses. Mixed uses shall be allowed in the same building as a repair garage subject to the provisions of Section 508.1.

406.8.2 Ventilation. Repair garages shall be mechanically ventilated in accordance with the International Mechanical Code. The ventilation system shall be controlled at the entrance to the garage.

406.8.3 Floor surface. Repair garage floors shall be of concrete or similar noncombustible and nonabsorbent materials.

Exception: Slip-resistant, nonabsorbent, interior floor finishes having a critical radiant flux not more than 0.45 W/cm2, as determined by NFPA 253, shall be permitted.406.8.4 Heating equipment. Heating equipment shall be installed in accordance with the International Mechanical Code.

406.8.4 Heating equipment. Heating equipment shall be installed in accordance with the International Mechanical Code.

[F] 406.8.6 Automatic sprinkler system. A repair garage shall be equipped with an automatic sprinkler system in accordance with Section 903.2.9.1.

Chapter 5 Heights and Areas

504.2 Mixed occupancy. In a building containing mixed occupancies in accordance with Section 508, no individual occupancy shall exceed the height and number of story limits specified in this section for the applicable occupancies.

Areas of Buildings:

(1) B BUSINESS 12,015 SF

(1) S-1 STORAGE 12,795 SF

Total Building Area 24,810 SF

Table 504.3 Allowable Height in Feet Above Grade Plane.

Construction Type II-B for Occupancy Group B, S Sprinklered = 75 feet.

Conclusion: Buildings height is 34' < 75'.

Table 504.4 Allowable Number of Stories Above Grade Plane Construction Type II-B for Occupancy Group.

B Sprinklered = 4 Stories S-1 Sprinklered = 3 Stories

Conclusion: 1 story is acceptable.

Table 506.2 Allowable Area Factor

Group B, S1, Type IIB = 92,000 SF Group S-1, S1, Type IIB = 70,000 SF

(Equation 5-1) Aa = At + (NS × If)

Group B:

Aa = 92,000 + (23,000 x .75) Aa = 109,250 SF

Group S-1 Aa = 70,000 + (17,500 x .75) Aa = 83,125 SF

Conclusion: 24,810 SF < 83,125 SF max allowable area

Section 508 Mixed Use and Occupancy

508.1 General. Each portion of a building shall be individually classified in accordance with Section 302.1. Where a building contains more than one occupancy group, the building or portion thereof shall comply with the applicable provisions of Section 508.2, 508.3 or 508.4, or a combination of these sections.

508.2 Accessory occupancies. Accessory occupancies are those occupancies that are ancillary to the main occupancy of the building or portion thereof. Accessory occupancies shall comply with the provisions of Sections 508.2.1 through 508.2.4.

508.2.1 Occupancy classification. Accessory occupancies shall be individually classified in accordance with Section 302.1. The requirements of this code shall apply to each portion of the building based on the occupancy classification of that space.

508.2.2 Allowable building height. The allowable height and number of stories of the building containing accessory occupancies shall be in accordance with Section 504 for the main occupancy of the building.

508.2.3 Allowable building area. The allowable area of the building shall be based on the applicable provisions of Section 506 for the main occupancy of the building. Aggregate accessory occupancies shall not occupy more than 10 percent of the floor area of the story in which they are located and shall not exceed the tabular values for non-sprinklered buildings in Table 506.2 for each such accessory occupancy.

508.2.4 Separation of occupancies. No separation is required between accessory occupancies and the main occupancy.

Exceptions:

1. Group H-2, H-3, H-4 and H-5 occupancies shall be separated from all other occupancies in accordance with Section 508.4.

508.3 Nonseperated occupancies. Buildings or portions of buildings that comply with the provisions of this section shall be considered as nonseperated occupancies.

508.3.1 Occupancy classification. Nonseperated occupancies shall be individually classified in accordance with Section 302.1. The requirements of this codeshall apply to each portion of the building based on the occupancy classification of that space. In addition, the most restrictive provisions of Chapter 9 that apply to the nonseperated occupancies shall apply to the total nonseperated occupancy area. Where nonseperated occupancies occur in a high-rise building, the most restritive requirments of Section 403 that apply to the nonsepreated occupancies shall apply throughout the high-rise building.

508.4 Separated occupancies. Buildings or portions of buildings that comply with the provisions of this section shall be considered as separated occupancies.

Table 508.4 Required Separation of Occupancies (Hours) B/S-1 = No Seperation (0 Hours) B/H-3 = 1 Hour (Sprinklered) S-1/H-3 = 1 Hour (Sprinklered)

Chapter 6 Types of Construction

602.2 Types I and II. Types I and II construction are those types of construction in which the building elements listed in Table 601 are of noncombustible materials, except as permitted in Section 603 and elsewhere in this code.

Table 601 Fire-Resistance Rating Requirements for Building Elements (Hours)

Building Element Type II B Primary structural frame (see Section 202) 0 Bearing walls

Exterior 0 Interior 0

Nonbearing walls and partitions (see Table 602) Exterior 0

Nonbearing walls and partitions Interior 0

Floor construction and associated 0 secondary members

(See Section 202) Roof construction and associated 0 secondary members

(See Section 202) Conclusion: 0 Hours of fire resistance required for all building elements.

Table 602:

Fire-Resistance Rating Requirements for Exterior Walls Based on Fire Separation Distance

Fire Separation Distance =Type of Construction Occupancy Group: B/S-1

X ≥ 30 All 0/0 Conclusion: Where X ≥30', All Types of Construction have 0 hours of Fire-Resistance for Exterior Walls.

Chapter 7 Fire and Smoke Protection Features

Section 707 Fire Barriers

707.3 Fire-resistance rating. The fire-resistance rating of fire barriers shall comply with this section.

707.3.9 Separated occupancies. Where the provisions of Section 508.4 are applicable, the fire barrier separating mixed occupancies shall have a fire-resistance rating of not less than that indicated in Table 508.4 based on the occupancies being separated.

707.5 Continuity. Fire barriers shall extend from the top of the foundation or floor/ceiling assembly below to the underside of the floor or roof sheathing, slab or deck above and shall be securely attached thereto. Such fire barriers shall be continuous through concealed space, such as the space above a suspended ceiling. Joints and voids at intersections shall comply with Sections 707.8 and

707.6 Openings. Openings in a fire barrier shall be protected in accordance with Section 716.

Openings shall be limited to a maximum aggregate width of 25 percent of the length of the wall, and the maximum area of any single opening shall not exceed 156 square feet (15 m2). Openings in enclosures for exit access stairways and ramps, interior exit stairways and ramps and exit passageways shall also comply with Sections 1019, 1023.4 and 1024.5, respectively.

707.7 Penetrations. Penetrations of fire barriers shall comply with Section 714.

707.9 Voids at intersections. The voids created at the intersection of a fire barrier and a nonfire-resistance-rated roof assembly or a nonfire-resistance-rated exterior wall assembly shall be filled. An approved material or system shall be used to fill the void, and shall be securely installed in or on the intersection for its entire length so as not to dislodge, loosen or otherwise impair its ability to accommodate expected building movements and to retard the passage of fire and hot gases.

Section 714 Penetrations

714.3.1 Through penetrations. Through penetrations of fire-resistance-rated walls shall comply with Section 714.3.1.1 or 714.3.1.2.

Section 716 Opening Protectives

Table 716.5 Opening Fire Protection Assemblies, Ratings and Markings

Type of Assembly Req. Wall Fire Door Vision Panel Fire Glazing Other Fire Barriers 1 3/4 Max Size Tested D-H

Section 717 Ducts and Air Transfer Openings

717.3.1 Damper testing. Dampers shall be listed and labeled in accordance with the standards in this section.

Table 717.3.2.1 Fire Damper Rating

Type of Penetration Minimum Damper Rating Less Than 3-hour fire-resistance-rated assemblies 1.5 3-hour or greater fire-resistance-rated assemblies 3

717.5.2 Fire barriers. Ducts and air transfer openings of fire barriers shall be protected with approved fire dampers installed in accordance with their listing. Ducts and air transfer openings shall not penetrate enclosures for interior exit stairways and ramps and exit passageways, except as permitted by Sections 1023.5 and 1024.6, respectively.

717.5.4.1 Corridors. Duct and air transfer openings that penetrate corridors shall be protected with dampers as follows:

1. A corridor damper shall be provided where corridor ceilings, constructed as required for the corridor walls as permitted in Section 708.4, Exception 3, are penetrated.

2. A ceiling radiation damper shall be provided where the ceiling membrane of a fire-resistance-rated floor/ceiling or roof/ceiling assembly, constructed as permitted in Section 708.4, Exception 2, is penetrated.

3. A listed smoke damper designed to resist the passage of smoke shall be provided at each point a duct or air transfer opening penetrates a corridor enclosure required to have smoke and draft control doors in accordance with Section 716.5.3.

Chapter 9 Fire Protection Systems

Section 903 Automatic Sprinkler Systems

903.2 Where Required. Approved automatic sprinkler systems in new buildings and structures shall be provided in the locations described in Sections 903.2.1 through 903.2.12.

Conclusion: Since an Occupancy Type B is not specifically listed and the space is not used for automotive repair an Automatic Sprinkler System is not required.

[F] 903.2.9.1 Repair garages. An automatic sprinkler system shall be provided throughout all buildings used as repair garages in accordance with Section 406, as shown:

1. Buildings having two or more stories above grade plane, including basements, with a fire area containing a repair garage exceeding 10,000 square feet (929 m2).

2. Buildings not more than one story above grade plane, with a fire area containing a repair garage exceeding 12,000 square feet (1115 m 2).

3. Buildings with repair garages servicing vehicles parked in basements.

4. A Group S-1 fire area used for the repair of commercial motor vehicles where the fire area exceeds 5,000 square feet (464 m 2).

[F] 903.3 Installation requirements. Automatic sprinkler systems shall be designed and installed in accordance with Sections 903.3.1 through 903.3.8.

[F] 903.3.1 Standards. Sprinkler systems shall be designed and installed in accordance with Section

903.3.1.1 unless otherwise permitted by Sections 903.3.1.2 and 903.3.1.3 and other chapters of this code, as applicable.

[F] 903.3.1.1 NFPA 13 sprinkler systems. Where the provisions of this code require that a building or portion thereof be equipped throughout with an automatic sprinkler system in accordance with this section, sprinklers shall be installed throughout in accordance with NFPA 13 except as provided in Sections 903.3.1.1.1 and 903.3.1.1.2.

Section 906 Portable Fire Extinguishers

906.1 Where required. Portable fire extinguishers shall be installed in all the following locations:

1. In Group A, B, E, F, H, I, M, R-1, R-2, R-4 and S occupancies.

Conclusion: Seven portable fire extinguishers shall be provided for access by occupants due to travel distance.

Section 907 Fire Alarm and Detection Systems

907.2 Where required. New buildings and structures. An approved fire alarm system installed in accordance with the provisions of this code and NFPA 72 shall be provided in new buildings and structures in accordance with Sections 907.2.1 through 907.2.23 and provide occupant notification in accordance with Section 907.5 unless other requirements are provided by another section of this code.

Conclusion: A new Fire Alarm System shall be provided for the project.

Section 912 Fire Department Connections

[F] 912.1 Installation. Fire department connections shall be installed in accordance with the NFPA standard applicable to the system design and shall comply with Sections 912.2 through 912.6.

[F] 912.2 Location. With respect to hydrants, driveways, buildings and landscaping, fire department connections shall be so located that fire apparatus and hose connected to supply the system will not obstruct access to the buildings for other fire apparatus. The location of fire department connections shall be approved by the fire chief.

Chapter 10 Means of Egress

Section 1003 General Means of Egress

1003.2 Ceiling height. The means of egress shall have a ceiling height of not less than 7 feet 6 inches (2286 mm).

1003.4 Floor surface. Walking surfaces of the means of egress shall have a slip-resistant surface and be securely attached.

1003.5 Elevation change. Where changes in elevation of less than 12 inches (305 mm) exist in the means of egress, sloped surfaces shall be used. Where the slope is greater than one unit vertical in 20 units horizontal (5-percent slope), ramps complying with Section 1012 shall be used. Where the difference in elevation is 6 inches (152 mm) or less, the ramp shall be equipped with either handrails or floor finish materials that contrast with adjacent floor finish materials.

Table 1004.1.2 Maximum Floor Area Allowances Per Occupant

Function of Space Occupant Load Factor Accessory Storage Areas, Mechanical Equipment Rooms 300 SF Office Areas (Assume is Business Occupancy) 100 SF Industrial Areas 100 SF Educational (Classroom area) 20 SF(Net) Locker Rooms 50 SF Conclusion: See Sheet LS1.2

1004.1.2 Areas without fixed seating. The number of occupants shall be computed at the rate of one occupant per unit of area as prescribed in Table 1004.1.2. For areas without fixed seating, the occupant load shall be not less than that number determined by dividing the floor area under consideration by the occupant load factor assigned to the function of the space as set forth in Table

1004.1.2. Where an intended function is not listed in Table 1004.1.2, the building official shall establish a function based on a listed function that most nearly resembles the intended function.

1004.6 Multiple occupancies. Where a building contains two or more occupancies, the means of egress requirements shall apply to each portion of the building based on the occupancy of that space.

Where two or more occupancies utilize portions of the same means of egress system, those egress components shall meet the more stringent requirements of all occupancies that are served.

Section 1005 Means of Egress Sizing

1005.2 Minimum width based on component. The minimum width, in inches (mm), of any means of egress components shall be not less than that specified for such component, elsewhere in this code.

1005.3 Required capacity based on occupant load. The required capacity, in inches (mm), of the means of egress for any room, area, space or story shall be not less than that determined in accordance with Sections 1005.3.1 and 1005.3.2.

1005.7.1 Doors. Doors, when fully opened, shall not reduce the required width by more than 7 inches (178mm). Doors in any position shall not reduce the required width by more than one-half.

Section 1006 Number of Exits and Exit Access Doorways

1006.2.1 Egress based on occupant load and common path of egress travel distance. Two exits or exit access doorways from any space shall be provided where the design occupant load or the common path of egress travel distance exceeds the values listed in Table 1006.2.1.

Table 1006.2.1 Spaces with One Exit or Exit Access Doorway

Occupancy Max Load of Space Common Path of Egress Travel (ft) Sprinklered Type B 49 100ft Type H 3 75 ft Type S 29 100ft

Section 1007 Exit and Exit Access Doorway Configuration

1007.1.1 Two exits or exit access doorways. Where two exits, exit access doorways, exit access stairways or ramps, or any combination thereof, are required from any portion of the exit access, they shall be placed a distance apart equal to not less than one-half of the length of the maximum overall diagonal dimension of the building or area to be served measured in a straight line between them.

Interlocking or scissor stairways shall be counted as one exit stairway.

Exceptions:

2. Where a building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2, the separation distance shall be not less than one-third of the length of the maximum overall diagonal dimension of the area served.

Section 1008 Means of Egress Illumination

1008.1 Means of egress illumination. Illumination shall be provided in the means of egress in accordance with Section 1008.2. Under emergency power, means of egress illumination shall comply with Section 1008.3.

1008.2 Illumination required. The means of egress serving a room or space shall be always illuminated that the room or space is occupied.

Section 1009 Accessible Means of Egress

1009.1 Accessible means of egress required. Accessible means of egress shall comply with this section. Accessible spaces shall be provided with not less than one accessible means of egress.

Where more than one means of egress are required by Section 1006.2 or 1006.3 from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress.

Conclusion: The building has been provided with a minimum of two accessible means of egress.

Section 1010 Doors, Gates, and Turnstiles

1010.1.1 Size of doors. The required capacity of each door opening shall be sufficient for the occupant load thereof and shall provide a minimum clear width of 32 inches (813 mm). Clear openings of doorways with swinging doors shall be measured between the face of the door and the stop, with the door open 90 degrees (1.57 rad). Where this section requires a minimum clear width of 32 inches (813 mm) and a door opening includes two door leaves without a mullion, one leaf shall provide a clear opening width of 32 inches (813 mm). The maximum width of a swinging door leaf shall be 48 inches (1219 mm) nominal. The height of door openings shall be not less than 80 inches (2032 mm).

1010.1.2 Door swing. Egress doors shall be of the pivoted or side-hinged swinging type.

Exceptions:

1. Private garages, office areas, factory, and storage areas with an occupant load of 10 or less.

1010.1.1.1 Projections into clear width. There shall not be projections into the required clear width lower than 34 inches (864 mm) above the floor or ground. Projections into the clear opening width between 34 inches (864 mm) and 80 inches (2032 mm) above the floor or ground shall not exceed 4 inches (102 mm).

1010.1.4.4 Security grilles. In Groups B and S, horizontal sliding or vertical security grilles are permitted at the main exit and shall be openable from the inside without the use of a key or special knowledge or effort during periods that the space is occupied. The grilles shall remain secured in the full-open position during the period of occupancy by the general public. Where two or more means of egress are required, not more than one-half of the exits or exit access doorways shall be equipped with horizontal sliding or vertical security grilles.

1010.1.5 Floor elevation. There shall be a floor or landing on each side of a door. Such floor or landing shall be at the same elevation on each side of the door. Landings shall be level except for exterior landings, which are permitted to have a slope not to exceed 0.25 unit vertical in 12 units horizontal (2-percent slope).

Conclusion: Stoops shall be provided at all Exterior door landings.

1010.1.6 Landings at doors. Landings shall have a width not less than the width of the stairway or the door, which-ever is greater. Doors in the fully open position shall not reduce a required dimension by more than 7 inches (178 mm). Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing to less than one-half its required width. Landings shall have a length measured in the direction of travel of not less than 44 inches (1118 mm).

Section 1013 Exit Signs

1013.1 Where required. Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. The path of egress travel to exits and within exits shall be marked by readily visible exit signs to clearly indicate the direction of egress travel in cases where the exit or the path of egress travel is not immediately visible to the occupants. Intervening means of egress doors within exits shall be marked by exit signs. Exit sign placement shall be such that no point in an exit access corridor or exit passageway is more than 100 feet (30 480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign.

Chapter 11 Accessibility

1103.2.2 Employee work areas. Spaces and elements within employee work areas shall only be required to comply with Sections 907.5.2.3.1, 1009 and 1104.3.1 and shall be designed and constructed so that individuals with disabilities can approach, enter and exit the work area. Work areas, or portions of work areas, other than raised courtroom stations in accordance with Section 1108.4.1.4, that are less than 300 square feet in area and located 7 inches or more above or below the ground or finished floor where the change in elevation is essential to the function of the space shall be exempt from all requirements.

Conclusion: Able-bodied is required to perform work in the facility. Accessibility is being provided to all areas open to the general public. Minimal accessibility has been provided to other areas.

1FB

1FP

1FW

1FB

F

B

F

B

F

B F

B F

B

F

B

1FB

F

B

1FB 1FB

A. SEE CIVIL DRAWINGS FOR INFORMATION INCLUDING

CONCRETE SIDEWALKS, CONCRETE PADS, AND PARKING

CONFIGURATIONS. CIVIL BACKGROUND DRAWING

INFORMATION IS FOR REFERENCE ONLY.

B. REFER TO ELECTRICAL DRAWINGS FOR FIRE ALARM

NOTIFICATION AND EMERGENCY EGRESS LIGHTING

LOCATIONS.

C. REFER TO PARTITION TYPES FOR FURTHER FIRE

SEPARATION REQUIREMENTS.

D. ALL FIRE RATED ASSEMBLIES SHALL BE INSTALLED IN

STRICT ACCORDANCE WITH TESTED ASSEMBLIES

INDICATED.

E. EXTEND FIRE RATED PARTITIONS, BARRIERS, AND OTHER

SEPARATIONS TO BOTTOM OF ROOF/FLOOR DECK ABOVE

(OR AS DIRECTED BY UL ASSEMBLY) AND TO EXTERIOR

WALL. SEAL JOINT BETWEEN EDGES OF PARTITION WITH

FIRE RATED SEALANT AND/OR INTUMESCENT ASSEMBLY.

F. ALL PENETRATIONS OF FIRE-RATED ASSEMBLIES SHALL BE

FIRE-SEALED IN ACCORDANCE WITH APPROVED

MANUFACTURER'S DETAIL FOR LOCATION, TYPE OF

CONSTRUCTION, PENETRATING ITEM AND RATING

REQUIRED.

G. ALL DUCTWORK, DIFFUSERS, GRILLES, LIGHT FIXTURES,

AND ELECTRICAL DEVICES PENETRATING FIRE-RATED OR

SMOKE RESISTANT WALLS, CEILINGS, AND FLOORS SHALL

HAVE THE APPROPRIATE TYPE OF FIRE/SMOKE DAMPER IN

ACCORDANCE WITH THE TYPE OF CONSTRUCTION BEING

PENETRATED AND THE FIRE/SMOKE RATING REQUIRED.

ASSEMBLIES SHALL BE UL-LISTED FOR INSTALLATION IN

THE ASSEMBLY AND SHALL BE INSTALLED SUCH THAT THE

FIRE/SMOKE RATING IS NOT COMPROMISED. REFER TO

MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR

PENETRATIONS THAT MAY NOT BE SHOWN HERE.

H. SMOKE RESISTANT CONSTRUCTION SHALL MEET THE

REQUIREMENTS OF ALL APPLICABLE CODES. AREA SHALL

BE SEPARATED FROM THE REMAINDER OF THE BUILDING

AND BE OF CONSTRUCTION CAPABLE OF RESISTING THE

PASSAGE OF SMOKE. THE PARTITIONS SHALL EXTEND

FROM THE FLOOR TO THE UNDERSIDE OF THE FLOOR OR

ROOF ASSEMBLY ABOVE. DOORS SHALL BE SELF OR

AUTOMATIC CLOSING. DOORS SHALL NOT HAVE AIR

TRANSFER OPENINGS AND SHALL NOT BE UNDERCUT IN

EXCESS OF CLEARANCE PERMITTED WITH ACCORDANCE

TO NFPA 80.

LIFE SAFETY GENERAL NOTES LIFE SAFETY LEGEND

EXIT

IDENTIFICATION

EGRESS CLEAR

WIDTH

EGRESS CAPACITY

1 HOUR FIRE BARRIER WALL

CONTROLLED ACCESS - ALWAYS

UNLOCKED IN DIRECTION OF EGRESS

FEC

TRAVEL DISTANCE TO AN EXIT

HAZARDOUS LOCATION

COMMON PATH OF TRAVEL

CAPACITYCLR

EXTERIOR

EXIT

0" 180

FIRE EXTINGUISHER CABINET

CA

1 HOUR FIRE PARTITION WALL

1 HOUR FIRE WALL

FIRE RATINGS

EGRESS

DE DELAYED EGRESS

KB KNOX BOX

OCCUPANCY

ROOM AREA

OCCUPANCY TYPE

OCCUPANCY LOAD USED

OCCUPANCY LOAD FACTOR

ROOM NAME

MISCELLANEOUS

FEB FIRE EXTINGUISHER BRACKET

XX EGRESS PATH TAG

150 SF

XXXX

000 00

Name

131 432

F

E

D

C

B

A

5 6 7 8 9 10 11 12

1881 SF

AS&M

UNHEATED

STORAGE

300 7

109 SF

BUS

INSPECTOR

100 2

VESTIBULE

373 SF

AS&M

ELECT

300 2

535 SF

AS&M

MAINTENANCE/

STORAGE

300 2

67 SF

AS&M

FIRE

RISER

ROOM

300 1

VESTIBULE

565 SF

AS&M

MECH

300 2 159 SF

BUS

PRODUCTION

CONTROLLER

100 2

157 SF

BUS

SUPERVISOR

100 2

138 SF

BUS

IT

SUPPORT

100 2

333 SF

AS&M

BATTERY

300 2

724 SF

CLAS

CLASSROOM

20 37

892 SF

AS&M

SUPPLY

ROOM

300 4

555 SF

AS&M

TOOL

ROOM

300 2

380 SF

AS&M

BULK

POL

300 2

666 SF

ASS-T

BREAK

ROOM

15 46

779 SF

AS&M

BULKY

EQUIPMENT

STORAGE

300 3

461 SF

LOCK

MENS

50 9

373 SF

LOCK

WOMENS

50 8

88 SF

AS&M

COMM

300 1

98 SF

AS&M

LAUNDRY

300 1

86 SF

LIB-S

LIBRARY

100 1

VESTIBULE

CORRIDOR

C O

R R

ID

O

R

290 SF

BUS

LOBBY

100 5

CORRIDOR ALCOVE

2037 SF

WARE

WORK

BAY

500 6

2036 SF

WARE

WORK

BAY

500 6

2028 SF

WARE

WORK

BAY

500 6 2980 SF

WARE

WARM

UP/

WASH

BAY

500 6

82 SF

AS&M

JANITOR

300 1

CAPACITY CLRUSED

EXTERIOR EXIT

33"2206

OCCUPANCY LEGEND

B

H-3 (ACCESSORY

TO BUSINESS)

S-1

ED

B

A

C

CAPACITY CLRUSED

EXTERIOR EXIT

33"2206

CAPACITY CLRUSED

EXTERIOR EXIT

33"2203

CAPACITY CLRUSED

EXTERIOR EXIT

68"45348

CAPACITY CLRUSED

EXTERIOR EXIT

33"22038

F E

B

F E

B

FEC

EWC

F E

B

F E

B

F E

C

F E

B A

R E

A A

A R

E A

B

A R

E A

A

A R

E A

B

CAPACITY CLRUSED

EXTERIOR EXIT

33"22042

CAPACITY CLRUSED

EXTERIOR EXIT

80"5331

CAPACITY CLRUSED

EXTERIOR EXIT

33"22013

CAPACITY CLRUSED

EXTERIOR EXIT

33"2208

CAPACITY CLRUSED

EXTERIOR EXIT

33"2203

TOTAL: 24,805 SQ FT

KB

EWC DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

IAARNG PROJECT #:

CONTRACT #:

/1

/2

:5 :2

A

M LS1.2

FIRST FLOOR LIFE

SAFETY

KNG/SH

KV

0231514.00

WATERLOO VEHICLE

MAINTENANCE SHOP

IOWA NATIONAL GUARD

3106 AIRPORT BLVD

WATERLOO, IA 50703

03/20/2026

03/20/2026

ISSUED FOR

CONSTRUCTION

LS

190185

C485X2118

0 4 8 16

NORTH

PLAN

LAUNDRY ROOM ( < 100 SF) 0 HR

FIRE PUMP ROOM 0 HR

CORRIDORS (CONST TYPE) 0 HR

ROOF CONST/SECONDARY MEMBERS 0 HR

FLOOR CONST/SECONDARY MEMBERS 0 HR

INTERIOR NON-BEARING WALLS 0 HR

EXTERIOR NON-BEARING WALLS 0 HR

INTERIOR BEARING WALLS 0 HR

EXTERIOR BEARING WALLS 0 HR

PRIMARY STRUCTURAL FRAME 0 HR

FIRE RATING

PROPOSED BUILDING HEIGHT: 1 STORIES 30 FEET

ALLOWABLE BUILDING HEIGHT

(CONST TYPE): IIB

3 STORIES 75 FEET

PROJECT TOTAL AREA 24,810 SF

FIRST FLOOR 24,810 SF

TOTAL/FLOOR

PROPOSED AREA (CONST TYPE):

ALLOWABLE AREA (CONST TYPE): 83,125 SF

BUILDING HEIGHT AND AREA

CONSTRUCTION TYPE: IIB

MIXED OCCUPANCY: B & S-1 (NON-SEPARATED)

SPRINKLERED

PROPOSED BUILDING

BUILDING CONSTRUCTION AND OCCUPANCY

2010 ADA STANDARDS

2021 INTERNATIONAL PLUMBING CODE

2012 NFPA 101 LIFE SAFETY CODE

2020 NATIONAL ELECTRIC CODE

2015 INTERNATIONAL FIRE CODE

2021 INTERNATIONAL MECHANICAL CODE

2012 INTERNATIONAL ENERGY CONSERVATION CODE

2015 INTERNATIONAL BUILDING CODE

APPLICABLE CODES

NEW BUILDING CONSISTS OF APPROXIMATELY 24,810 SF, SINGLE

STORY STRUCTURE. THE BUILDING IS PROPOSED TO BE

CONSTRUCTED OF LOAD BEARING PRECAST EXTERIOR WALLS

WITH A STEEL ROOF STRUCTURE. THE BUILDINGS USAGE SHALL

BE THE REGULAR VEHICLE MAINTENANCE AND CLEANING. THE

SPACES IN THE BUILDING SHALL INCLUDE OFFICES,

CLASSROOM, LATRINES, STORAGE, MECHANICAL, ELECTRICAL,

AND JANITORIAL SPACES.

WORK DESCRIPTION

3106 AIRPORT BLVD WATERLOO, IA 50703

WATERLOO FIELD MAINTENANCE SHOP

CODE INFORMATIONOCCUPANCY LOAD TABLE

NUMBER NAME OCCUPANCY AREA

OCCUPANCY

FACTOR

OCCUPANT

LOAD REMARKS

FINISHED FLOOR

100 VESTIBULE B 97 SF 0 SF

101 LOBBY B 290 SF 100 SF 5

101A CORRIDOR B 334 SF 0 SF

101B CORRIDOR B 448 SF 0 SF

101C CORRIDOR B 235 SF 0 SF

102 INSPECTOR B 109 SF 100 SF 2

103 SUPERVISOR B 157 SF 100 SF 2

104 MENS B 461 SF 50 SF 9

105 IT SUPPORT B 138 SF 100 SF 2

106 WOMENS B 373 SF 50 SF 8

107 LAUNDRY B 98 SF 300 SF 1

108 ALCOVE S-1 417 SF 0 SF

109 BULKY EQUIPMENT STORAGE S-1 779 SF 300 SF 3

110 BATTERY H-3 (ACCESSORY TO BUSINESS) 333 SF 300 SF 2

111 WORK BAY S-1 2037 SF 500 SF 6 *NOTE 3,4

112 WORK BAY S-1 2036 SF 500 SF 6 *NOTE 3,4

113 WORK BAY S-1 2028 SF 500 SF 6 *NOTE 3,4

114 WARM UP/ WASH BAY S-1 2980 SF 500 SF 6 *NOTE 3,4

115 BULK POL S-1 380 SF 300 SF 2

116 TOOL ROOM S-1 555 SF 300 SF 2

117 PRODUCTION CONTROLLER B 159 SF 100 SF 2

118 SUPPLY ROOM S-1 892 SF 300 SF 4

119 BREAK ROOM B 666 SF 15 SF 46 *NOTE 1

120 JANITOR B 82 SF 300 SF 1

121 COMM B 88 SF 300 SF 1

122 MAINTENANCE/ STORAGE B 535 SF 300 SF 2

123 MECH B 565 SF 300 SF 2

124 UNHEATED STORAGE S-1 1881 SF 300 SF 7

125 ELECT B 373 SF 300 SF 2

126 VESTIBULE B 54 SF 0 SF

127 CLASSROOM B 724 SF 20 SF 37 *NOTE 2

127A LIBRARY B 86 SF 100 SF 1 *NOTE 2

128 VESTIBULE B 69 SF 0 SF

129 FIRE RISER ROOM B 67 SF 300 SF 1

TOTAL OCCUPANTS: 168

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

FIRST FLOOR LIFE SAFETY PLAN

ACTUAL STAFF LOAD WAS UTILIZED TO DETERMINE PLUMBING

FACILITY REQUIRMENTS FOR THIS PROJECT PER STATE

PLUMBING CODE TABLE 403.1. THE GUARD WILL USE ACTUAL

LOAD OF 25 OCCUPANTS. INSTEAD OF THE CALCULATED

LOAD.

PLUMBING REQUIREMENTS

EGRESS DOOR WIDTH .15" x OCC LOAD

EGRESS CORRIDOR WIDTH 44"

DEAD END CORRIDORS 50 FT MAX

EXIT TRAVEL DISTANCE (H-3) 150 FT MAX

EXIT TRAVEL DISTANCE (S-1) 250 FT MAX

EXIT TRAVEL DISTANCE (B) 300 FT MAX

EGRESS

FIRE RATED WALL ASSEMBLIES

CMU - UL U937

PRECAST CONCRETE PANEL

THICKNESS (IN.) OF CONCRETE PANEL FOR FIRE

ENDURANCE OF:

WITH NO AIR SPACE

AGGREGATE 2 HR 3 HR

SAND-LIGHTWEIGHT 2.5 HR 3.6 HR

CARBONATE 2.8 HR 4.0 HR

SILICEOUS 2.9 HR 4.2 HR

ENERGY CODE

SECTION C301

LOCATION: WATERLOO, IOWA

COUNTY: BLACK HAWK

CLIMATE ZONE: 5A

TABLE C402.2 THERMAL ENVELOPE REQUIREMENTS

ROOFS

INSULATION ENTIRELY ABOVE DECK R-25ci

WALLS, ABOVE GRADE

MASS R-11.4ci

WALLS, BELOW GRADE

WALL R-7.5ci

SLAB ON GRADE FLOORS

MASS R-10ci

OPAQUE DOORS

SWINGING U-0.37

ROLL UP OR SLIDING R-4.75

SERVICE SINKS PROVIDED: 1 >= 1 REQUIRED

DRINKING FOUNTAINS PROVIDED: 2 FOUNTAINS >= 2 REQUIRED

FEMAIL SHOWERS PROVIDED: 2 >= N/A REQUIRED

MALE SHOWERS PROVIDED: 2 >= N/A REQUIRED

FEMALE LAVATORIES PROVIDED: 3 >= 2 REQUIRED

FEMALE WATER CLOSETS PROVIDED: 2 >= 2 REQUIRED

MALE LAVATORIES PROVIDED: 3 >= 2 REQUIRED

MALE WATER CLOSETS + URINALS PROVIDED: 2 WC + 3 URINALS >= 2 WC + 2 URINALS REQUIRED

TOTALS 168 4 2 4 4 1 1

84 F 1:25<50+1:50>50 = 2 1:40<80+1:80>80 = 2 -

GUARD REQ.

84 M 1:25<50+1:50>50 = 2 50% OF WC = 2 1:40<80+1:80>80 = 2 -

1 PER 100 1

REQUIRED REQ. MAX. REQUIRED REQUIRED REQUIRED REQUIRED

OCCUPANCY

NO. OF

OCC.

M/F WATER CLOSETS URINALS LAVATORIES SHOWERS

DRINKING

FOUNTAINS

SERVICE

SINKS

PLUMBING FIXTURES PER STATE PLUMBING CODE TABLE #

EGRESS PATH

PATH ID LENGTH

A 76' - 6"

B 84' - 0"

C 71' - 0"

D 72' - 6"

E 69' - 0"

TOTAL PATH LENGTH 373' - 0"

WATERLOO VEHICLE MAINTENANCE SHOP

SITE PLAN

IOWA

ONE CALL

1-800-292-8989 www.iowaonecall.com

Know what's below.

Call before you dig.

ELECTRIC MANHOLE

ELECTRIC METER

ELECTRIC RISER

ELECTRIC VAULT

POWER POLE

TRANSFORMER POLE

LIGHT POLE

ELECTRIC JUNCTION BOX

ELECTRIC PANEL

TRANSFORMER

GROUND LIGHT

GUY WIRE

ELECTRIC HANDHOLE

GAS METER

GAS VALVE

AIR CONDITIONING UNIT

TELEPHONE RISER

TELEPHONE VAULT

TELEPHONE MANHOLE

TRAFFIC SIGNAL MANHOLE

FIBER OPTIC RISER

FIBER OPTIC FAULT

CABLE TV RISER

SIGN

E

EM

E

ELEC

EJ

EP

GM

GV

A/C

T

TEL

T

TS

FO

F/O

TV

CIVIL SHEET INDEX:

C0.1 CIVIL NOTES AND REFERENCES

C1.1 SITE SURVEY AND REMOVALS

C2.1 OVERALL LAYOUT PLAN

C2.2 LAYOUT PLAN

C3.1 GRADING PLAN

C4.1 UTILITY PLAN - SANITARY AND WATER

C4.2 UTILITY PLAN - STORM SEWER

C5.1 LANDSCAPE PLAN

C6.1-C6.5 DETAILS

C7.1-C7.2 SWPPP

SURVEY NOTES:

1. SURVEY WORK WAS COMPLETED BY BISHOP ENGINEERING ON 12/06/2023.

SEE SITE SURVEY PROVIDED AS PART OF THIS SET OF PLANS FOR EXISTING

SITE CONDITIONS AND BOUNDARY INFORMATION.

SOILS REPORT:

1. REFERENCE SOILS REPORT XXXXX, DATED XXXXX PREPARED BY

ALLENDER-BUTZKE ENGINEERS FOR SOILS INFORMATION.

2. SOILS REPORT SHALL GOVERN FOR ANY PREP OR SOILS MITIGATION

REQUIREMENTS UNLESS CALL OUT ON PLANS IS MORE STRINGENT.

GENERAL NOTES:

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS ALONG WITH SUDAS STANDARD SPECIFICATIONS AND ANY AND ALL CITY/COUNTY

SUPPLEMENTAL SPECIFICATIONS. THE CITY OF WATERLOO SUPPLEMENTAL SPECIFICATIONS GOVERN FOR ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. THE IA ARNG

MUST BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCING WORK.

2. IN EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN.

3. IN EVENT OF A DISCREPANCY BETWEEN DETAILED PLANS, SPECS, AND SOILS REPORT, CONTRACTOR…