RFB947601-01 - Drawings.pdf

PDF 3 MB Posted May 4, 2026

Attached to: HHS STS New Garage Building - Phase 2
Solicitation number: RFB947601-01
Issued by: Hancock County, Iowa

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Written by GovTribe AI · May 5, 2026

This is a drawing set cover sheet and index prepared by HGM Associates Inc. for the Iowa Department of Administrative Services' construction of a new garage building at the Iowa State Training School for Boys, located at 3211 Edgington Avenue, Eldora, Iowa 50627. The project, designated as HHS STS New Garage Building (Project No. 106025, RFB 9476.01), includes comprehensive architectural, civil, structural, mechanical, and electrical drawings prepared under the professional supervision of licensed engineers and architects. The drawing set includes general sheets covering abbreviations and symbols, code plans, civil site and grading plans, architectural floor plans and exterior elevations, structural foundation and roof framing plans, mechanical and electrical plans with schedules and risers, and a topographic survey. All drawings are sealed by registered professionals in Iowa and Nebraska, including Architect Michael J. Anderson (ARC08759), Civil Engineer Zachary M. Wheat (PE 22574), Structural Engineer Mackenzie Jaeger (PE 30052, Nebraska registration), Electrical Engineer Shane M. Hoss (PE 19675), and Mechanical Engineer Justin L. Veik (PE P26419), with renewal dates current through December 2026 or 2027.

The drawing cover sheet establishes standard conventions for the bid documents, noting that dimensions are to the centerline of columns unless otherwise noted and that written dimensions take precedence over drawing scale. Contractors are required to obtain written clarification of any inconsistencies in bid documents from the architect; failure to do so obligates them to bid the more expensive version. The drawings are made available by HGM Associates Inc. in accordance with their professional services agreement, with the firm assuming no liability for use of the drawings except as provided in that agreement. The document is dated April 29, 2026, and serves as the foundational reference for all architectural and engineering specifications required for the garage building construction project.

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Other files

File	Type	Posted
RFB947601-01 - Addendum 02.pdf	PDF	May 4, 2026
RFB947601-01 - Bid Form.pdf	PDF	May 4, 2026
RFB947601-01 - Project Manual.pdf	PDF	May 4, 2026
RFB947601-01 - Addendum 01.pdf	PDF	May 4, 2026
RFB947601-01 - Notice to Bidders.pdf	PDF	May 4, 2026
1388287-event.pdf	PDF	May 4, 2026

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PROJECT

LOCATION

I WO A

I C

E C

T T

L I C

OFES

S IONAL● ●●●

project no.

sheet p ro je c t c li e n t s h e e t d ra w n d e s ig n e d a p p ro v e d d a te t h is d ra w in g is b e in g m a d e a v a il a b le b y h g m a s s o c ia t s in c fo r u s e o n t h is p ro je c t c o rd a n c e w it h h g m s o c ia t e s in c a g re e m e n t fo r p ro ff e s s io n a l s e rv ic e s h s o c ia t e s in c a s s u m e s n o li b il it y fo r a n y u s e o f t h is ra w in g o r a n y p a rt t h e re o f e x c e p t in a c c o rd a n c e w it h t rm s o f t h e a b o re e m e n t

MICHAEL J.

ANDERSON

ARC08759

c o u n c il b lu ff a h a

A S

S O

C I A

T E

S I N

E N

E E

G A

R C

E C

T U

R E

S U

R V

E Y

:5 :3

P M

C R e v it

T e m p

F il e s

A S

S T S

G a r a g e

R V T h k je ld g a a r d .r v t

106025

G1.1

H H

S S

T S

N E

W G

A R

A G

E B

L D

E d g in g t o n

A v e E ld o r a

C O

V E

R S

H E

E T

H G M

04-29-26

9476.01

NOTES:

1. DIMENSIONS ARE TO CENTER LINE OF COLUMNS UNLESS OTHERWISE NOTED.

2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER DRAWING SCALE.

3. IF THE CONTRACTOR FAILS TO OBTAIN WRITTEN CLARIFICATION OF INCONSISTENCIES IN THE BID DOCUMENTS FROM THE

ARCHITECT, HE SHALL BID THE MORE EXPENSIVE VERSION.

I, M ic h a e l A n d e rs o n a m th o rd p ro fe ss io n a l o n th e p ro je c t

H H S

S T S

N E W

G A R A G E

B L D G

INDEX OF DRAWINGS

GENERAL

G1.1 COVER SHEET

G1.2 ABBREVIATIONS & SYMBOLS

G1.3 CODE PLAN

CIVIL

C1.0 TOPOGRAPHIC SURVEY

C2.0 CIVIL SITE PLAN

C3.0 GRADING PLAN

ARCHITECTURAL

A1.1 FLOOR PLAN

A2.1 EXTERIOR ELEVATIONS

STRUCTURAL

S1.1 FOUNDATION PLAN & DETAILS

S2.1 ROOF FRAMING PLAN & DETAILS

GENERAL MECHANICAL

MG0.0 MECHANICAL GENERAL INFORMATION

MECHANICAL

M1.1 MECHANICAL PLAN

GENERAL ELECTRICAL

EG0.0 ELECTRICAL GENERAL INFORMATION

ELECTRICAL

E1.1 ELECTRICAL PLAN

E2.1 ELECTRICAL SCHEDULES AND RISERS

SCALE: NOT TO SCALE

LOCATION PLAN

NORTH

I WO A

I C

E C

T T

L I C

OFES

S IONAL● ●●●

(signature)

My registration renewal date is

Pages or sheets covered by this seal:

I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly registered Architect under the laws of the State of

MICHAEL J.

ANDERSON

ARC08759

04-29-26

All General Sheets

All Architectural Sheets

Michael J. Anderson

June 30, 2026.

Iowa.

R E

G N E

NOI

IOW

SSEF

P D E

S N

I hereby certify that this engineering document was prepared by me or under my direct supervision and that I am a duly liscenced

Professional Engineer under the laws of the State of

(signature)

My registration renewal date is

Pages or sheets covered by this seal:

Zachory M.

Wheat

22574

04-29-26

All Civil Sheets

Zachary M. Wheat

December 31, 2026.

Iowa.

I OWA

P R

F E

L E N

G A

E R

I hereby certify that this engineering document was prepared by me or under my direct supervision and that I am a duly liscenced

Professional Engineer under the laws of the State of

(signature)

My registration renewal date is

Pages or sheets covered by this seal:

MACKENZIE

A. JAGER

30052

04-29-26

All Structural Sheets

Mackenzie Jaeger

December 31, 2026.

Nebraska.

E E

N E

I O AW

E N S

P E D

OSE

I hereby certify that this engineering document was prepared by me or under my direct supervision and that I am a duly liscenced

Professional Engineer under the laws of the State of

(signature)

My registration renewal date is

Pages or sheets covered by this seal:

SHANE M.

HOSS

19675

04-29-26

All Electrical Sheets

Shane M. Hoss

December 31, 2027.

Iowa.

HGM PROJECT NO.

DAS PROJECT NO.

04-29-26106025

HHS STS NEW GARAGE BLDG

3211 Edgington Ave, Eldora, IA 50627

9476.01

E E

N E

I O AW

E N S

P E D

OSE

I hereby certify that this engineering document was prepared by me or under my direct supervision and that I am a duly liscenced

Professional Engineer under the laws of the State of

(signature)

My registration renewal date is

Pages or sheets covered by this seal:

JUSTIN L.

VEIK

P26419

04-29-26

All Mechanical Sheets

Justin L. Veik

December 31, 2027.

Iowa.

R e v

D te

Name

ARCHITECTURAL SYMBOLS

ROOM NAME / NUMBER

DOOR NUMBER

WALL TAG

WINDOW TAG A2.1

A3.1

SIM

SECTION IDENTIFICATION

SECTION NUMBER

SHEET NUMBER OF

DRAWING WHERE

SECTION IS SHOWN

LEGEND NOTES

1. THESE LEGENDS ARE COMPOSED OF STANDARD

SYMBOLS CONTAINED IN THIS SET.

2. ADDITIONAL LEGENDS AND/OR OTHER LEGEND

SHEETS MAY APPEAR IN THIS SET OF DRAWINGS TO

INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS

SHOWN ON THIS SHEET.

A3.1

SIM

ELEVATION IDENTIFICATION

DIRECTION OF SIGHT OF

ELEVATION ON PLAN

SHEET NUMBER OF DRAWING

WHERE ELEVATION IS SHOWN

DIRECTION OF SIGHT OF

ELEVATION ON PLAN

SHEET NUMBER OF DRAWING

WHERE ELEVATION IS SHOWN

ARCHITECTURAL LEGEND

GLASS

INSULATION

RIGID INSULATION

GPDW

WOOD (FINISH)

EARTH

CONCRETE

CMU (SECTION)

CMU (PLAN)

MASONRY VENEER

WOOD (ROUGH)

FIRE EXTINGUISHERS <40 LBS

FE - PROVIDED BY OWNER

A X

I WO A

I C

E C

T T

L I C

OFE

SS IONAL● ●●●

project no.

sheet p ro je c t c li e n t s h e e t d ra w n d e s ig n e d a p p ro v e d d a t e t h is d ra w in g is b e in g m a a il a b le b y h g m a s s o c ia t fo r u s e o n t h is p ro je c c o rd a n c e w it h h s o c ia t e s in c a g re e m e n t fo r p ro ff e s s io n a l s e rv ic e s h s o c ia t e s in c a s s u m e s b il it y fo r a n y u s e o f t w in g o r a n y p a rt t h e re o f e x c e p t in a c c o rd a n c e w it h t rm s o f t h e a b o re e m e n t

MICHAEL J.

ANDERSON

ARC08759

c o u n c il b lu a h a

A S

S O

C I A

T E

S I N

E N

E E

G A

R C

E C

T U

R E

S U

R V

E Y

:5 :5

P M

C R e v it

T e m p

F il e s

A S

S T S

G a r a g e

R V T h k je ld g a a r d .r v t

106025

G1.2

H H

S S

T S

N E

W G

A R

A G

E B

L D

E d g in g to n

A v e E ld o r a

A B

B R

E V

S Y

M B

O L

H G M

04-29-26

9476.01

A/C AIR CONDITIONING

AB ANCHOR BOLT

ACM ALUMINUM COMPOSITE METAL

ACT ACOUSTIC CEILING TILE

ADJ ADJACENT

ADJT ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AGG AGGREGATE

ALT ALTERNATE

ALUM ALUMINUM

ANCH ANCHOR

ANOD ANODIZED

APC ACOUSTICAL PANEL CEILING

ARCH ARCHITECTURAL

ASPH ASPHALT

AUTO AUTOMATIC

B BOTTOM

B-B BACK TO BACK

B/C BACK OF CURB

BBM BOND BEAM

BD BOARD

BEN BENCH

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BM BENCHMARK

BN BULLNOSE

BOS BOTTOM OF STRUCTURE

BOT BOTTOM

BRG BEARING

BRK BRICK

BS BOTH SIDES

BSMT BASEMENT

BUR BUILT UP ROOF

BW BOTH WAYS

C/G CURB AND GUTTER

CAB CABINET

CE COVER ELEVATION

CH CHAIR

CIP CAST IRON PIPE

CIR CIRCLE

CJ CONTROL JOINT

CLG CEILING

CLOS CLOSET

CLR CLEAR (ANCE)

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS/CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPT CARPET

CRS COURSE

CS COUNTER SHUTTER

CSH CONCRETE SLAB HARDENER

CSMT CASEMENT

CT CERAMIC TILE

CTR COUNTER

CU CONCRETE UNDERLAYMENT

CW COLD WATER

CY CUBIC YARD

DBL DOUBLE

DCS DIAPER CHANGING STATION

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DISP DISPENSER

DN DOWN

DP DEEP

DR DOOR

DS DOWN SPOUT

DTL DETAIL

DW DISHWASHER

DWG DRAWING

DWR DRAWER

E EAST

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ARCHITECTURAL , STRUCTURAL AND CIVIL ABBREVIATIONS

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENTR ENTRANCE

EOD EDGE OF DECK

EOR END OF RETURN

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXPD EXPOSED

EXT EXTERIOR

FA FIRE ALARM

FB FACE BRICK

FBG FIBERGLASS

FBO FURNISHED BY OTHERS

FCWP FIBER CEMENT WALL PANEL

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CAB

FES FLARED END SECTION

FF FINISHED FLOOR

FG FULL GLASS

FIN FINISHED

FIXT FIXTURE

FLASH FLASHING

FLR FLOOR (ING)

FLUR FLUORESCENT

FND FOUNDATION

FR FRAMING

FRP FIBERGLASS REINF PLASTIC

FTG FOOTING

FTS FLOOR TRANSITION STRIP

FUR FURRING

FURN FURNACE

FV FIELD VERIFY

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GD GRADE, GRADING

GFB GLASS FIBER BLANKET/BATT

GFT GLAZED FLOOR TILE

GL GLASS, GLAZING

GPDW GYPSUM DRYWALL

GRAN GRANULAR

GRD GROUND

GRT GROUT

HB HOSE BIB

HBD HARDBOARD

HC HANDICAP

HCS HOLLOW CORE SLAB

HDWR HARDWARE

HJR HORIZONTAL JOINT REINF

HM HOLLOW METAL

HORZ HORIZONTAL

HP HIGH POINT

HR HOUR

HT HEIGHT

HTG HEATING

HVAC HEATING/VENTILATING AIR

CONDITIONING

HW HOT WATER

HWD HARDWOOD

ID INSIDE DIAMETER

IDS INTEGRATED DOOR SYSTEMS

IE INVERT ELEVATION

INCL INCLUDING

INST INSTALLED

INSUL INSULATION

INT INTERIOR

INV INVERT

IRWP IMPACT RESISTANT WALL

PANEL

JFB JOINT FILLER BOARD

JST JOIST

JT JOINT

KIT KITCHEN

KO KNOCKOUT

LAM LAMINATE(D)

LAV LAVATORY

LBS POUNDS

LDR LADDER

LH LEFT HAND

LL LIVE LOAD

LONG LONGITUDINAL

LP LOW POINT

LSF LINOLEUM SHEET FLOORING

LT LIGHT

LVT LUXURY VINYL TILE

M METER(S)

MAS MASONRY

MAT'L MATERIAL

MB MARKER BOARD

MBH MOP / BROOM HOLDER

MECH MECHANICAL

MED MEDICINE CABINET

MEP MECHANICAL, ELECTRICAL,

PLUMBING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MLD MOLDING

MO MASONRY OPENING

MOD MODULAR

MR MOISTURE RESISTANT

MTD MOUNTED

MTL METAL

MULL MULLION

N NORTH

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OH OVERHEAD

OPG OPENING

P PAINT

PAF POWDER ACTIVATED

FASTENER

PAVMT PAVEMENT

PBD PARTICLE BOARD

PC POINT OF CURVATURE

PCC PORTLAND CEMENT CONCRETE

PCWP PRECAST WALL PANEL

PERF PERFORATED

PERIM PERIMETER

PFB PREFABRICATED

PFN PREFINISHED

PI POINT OF INTERSECTION

PL PLATE

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PNL PANEL

POB POINT OF BEGINNING

POL POLISHED

PR PAIR

PRHT PARTIAL HEIGHT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE

PWD PLYWOOD

QT QUARRY TILE

R RADIUS

R RISER

RA RETURN AIR

RAF RESILIENT ATHLETIC FLOORING

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFERENCE

REFR REFRIGERATOR

REINF REINFORCEMENT

REQ'D REQUIRED

REV REVERSE

RH RIGHT HAND

RH ROBE HOOK

RLT RESILIENT LANDING TILE

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

S SOUTH

SAN SANITARY

SBLK SPLASH BLOCK

SC SHOWER CURTAIN

SCHED SCHEDULE

SD SOAP DISPENSER

SECT SECTION

SEG SEGMENTAL

SH SHELF, SHELVING

SHM SECURITY, HOLLOW METAL

SHT SHEET

SHTH SHEATHING

SIM SIMILAR

SLR SEALER

SND SANITARY NAPKIN DISPOSAL

SNT SEALANT

SNV SANITARY NAPKIN VENDOR

SPEC SPECIFICATIONS

SPF SPLIT-FACE

SPMR SINGLE-PLY MEMBRANE

ROOFING

SQ SQUARE

SSM SOLID SURFACING MATERIAL

SSTL STAINLESS STEEL

ST STORM

STA STATION

STD STANDARD

STL STEEL

STN STAIN & VARNISH

STOR STORAGE

STR STRUCTURAL

SUSP SUSPENDED

SW SWITCH

SYM SYMMETRICAL

T TREAD

T/B TOP AND BOTTOM

T/G TONGUE AND GROOVE

TB TOWEL BAR

TC TOP OF CURB

TEL TELEPHONE

TEMP TEMPERED

TER TERRAZZO

TERM TERMINAL

TEX TEXTURED

TH THICK (NESS)

THR THRESHOLD

TOM TOP OF MASONRY

TOS TOP OF SLAB

TOSTL TOP OF STEEL

TOW TOP OF WALL

TP TOP OF PAVEMENT

TPTN TOILET PARTITION

TR TOWEL RING

TRTD TREATED

TTD TOILET TISSUE DISPENSER

TV TELEVISION

TYP TYPICAL

UC UNDER COUNTER

UG UNDERGROUND

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UR URINAL

VB VAPOR BARRIER

VCP VITREOUS CLAY PIPE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIN VINYL

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WDW WINDOW

WH WATER HEATER

WPT WORKING POINT

WR WASTE RECEPTACLE

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

XL EXIT LIGHT

YD YARD

SCALE: 1/2" = 1'-0"1 TYP MOUNTING HEIGHTS

R e v

TD87' - 11 3/8"

TD83' - 10 1/8"

11 Occ

GARAGE

FE - PROVIDED

BY OWNER

FE - PROVIDED

BY OWNER

A PROVIDED CLEAR DOOR WIDTH [INCHES]

B OCCUPANT LOAD CAPACITY [NO.OF PEOPLE]

EXIT DOOR TAG

LIFE SAFETY NOTES:

1. FOR EXIT LIGHTS AND EMERGENCY LIGHTING, SEE

ELECTRICAL LIGHTING DRAWINGS (E SERIES).

LINE TYPES FOR MEANS OF EGRESS:

TRAVEL DISTANCE

COMMON PATH

SYMBOLCOMPONENT

LIFE SAFETY SYMBOLS:

EXIT DISCHARGE ARROW

EXIT DISCHARGE

I WO A

I C

E C

T T

L I C

OFE

SS IONAL● ●●●

project no.

MICHAEL J.

ANDERSON

ARC08759

c o u n c il b lu a h a

A S

S O

C I A

T E

S I N

E N

E E

G A

R C

E C

T U

R E

S U

R V

E Y

:5 :1

P M

C R e v it

T e m p

F il e s

A S

S T S

G a r a g e

R V T h k je ld g a a r d .r v t

106025

G1.3

H H

S S

T S

N E

W G

A R

A G

E B

L D

E d g in g to n

A v e E ld o r a

C O

D E

P L

A N

H G M

04-29-26

9476.01

DESIGN CODES

OCCUPANCY CLASSIFICATION

2024 INTERNATIONAL BUILDING CODE

2015 NFPA 101 LIFE SAFETY CODE

2012 INTERNATIONAL ENERGY CONSERVATION CODE

2024 INTERNATIONAL FIRE CODE

2024 UNIFORM PLUMBING CODE

2023 NATIONAL ELECTRICAL CODE

2024 INTERNATIONAL MECHANICAL CODE

OCCUPANCY TYPE = S-2 - STORAGE

NO HAZARDOUS MATERIALS ARE TO BE STORED

WITHIN THIS BUILDING.

LOW-HAZARD STORAGE FOR FLEET VEHICLE STORAGE

TYPE OF CONSTRUCTION

TYPE "VB"

SPRINKLER - NO

FIRE ALARM SYSTEM - NO

DRAFT STOPS - NOT REQUIRED

MAXIMUM TRAVEL DISTANCE BETWEEN FIRE

EXTINGUISHERS IS NOT TO EXCEED 75 FEET.

ALLOWABLE AREA

ALLOWABLE NUMBER OF FLOORS - 2 STORIES

ALLOWABLE AREA PER FLOOR - 13,500 SF

ALLOWABLE HEIGHT - 40 FT

SCALE: 1/4" = 1'-0"1 CODE FLOOR PLAN

NORTH

EXIT ACCESS AND EGRESS

300 FT. MAX TRAVEL DISTANCE

ILLUMINATED EXIT SIGNS SHALL BE

PROVIDED FOR EGRESS DOORS

DOORS SHALL PROVIDE MINIMUM CLEAR

WIDTH OF 32 INCHES

EGRESS ILLUMINATION OF 1 FOOTCANDLE

SHALL BE PROVIDED

CODE ANALYSIS

IBC 2024 Occupancy Loads by Room

Rm# Room Name Area Function of Space Load Factor Occupants

FIRST FLOOR

100 GARAGE 3196 SF Parking Garage - Low Hazard 300 SF 11

FIRST FLOOR 11

Grand total 11

Gross Building Area Name Area

First Floor 3364 SF

3364 SF

Number of Floors - 1 Actual Height - 19'-11 1/8"

NOTE: BUILDING IS A FLEET

VEHICLE STORAGE GARAGE,

NOT A PUBLIC PARKING

STRUCTURE. OCCUPANT LOAD

CALCULATED PER S-2

STORAGE, TABLE 1004.1.2

R e v

106025

H H

S N

A R

A G

E B

A D

O F

A D

V E

-2

C1.0

G R

U R

0 5' 10' 20'1 TOPOGRAPHIC SURVEY

SCALE: 1" = 10'-0"

A S

S O

T E

G co un cil bl uff om ah a

4/29/2026

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AutoCAD SHX Text FILENAME: S:\ARCH\Projects\106025 IDAS HHS STS New Garage Bldg\CIVIL\Engineering\Dwgs\Design\106025 DESIGN.dwg S:\ARCH\Projects\106025 IDAS HHS STS New Garage Bldg\CIVIL\Engineering\Dwgs\Design\106025 DESIGN.dwg DRAWN BY: Jns, SAVE DATE: Oct 9, 2025 10:39 AM DATE PLOTTED: 4/27/2026 8:20 AM, PLOT SCALE: 1:1Jns, SAVE DATE: Oct 9, 2025 10:39 AM DATE PLOTTED: 4/27/2026 8:20 AM, PLOT SCALE: 1:1, SAVE DATE: Oct 9, 2025 10:39 AM DATE PLOTTED: 4/27/2026 8:20 AM, PLOT SCALE: 1:1Oct 9, 2025 10:39 AM DATE PLOTTED: 4/27/2026 8:20 AM, PLOT SCALE: 1:1 DATE PLOTTED: 4/27/2026 8:20 AM, PLOT SCALE: 1:14/27/2026 8:20 AM, PLOT SCALE: 1:1, PLOT SCALE: 1:11:1

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ZACHARY M.

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WHEAT

AutoCAD SHX Text 22574

FINISH FLOOR (F.F.)

ELEVATION = 1020.50

UGP

106025

H H

S N

A R

A G

E B

A D

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ELEVATION = 1020.50

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AutoCAD SHX Text FILENAME: S:\ARCH\Projects\106025 IDAS HHS STS New Garage Bldg\CIVIL\Engineering\Dwgs\Design\106025 DESIGN 4-26.dwg S:\ARCH\Projects\106025 IDAS HHS STS New Garage Bldg\CIVIL\Engineering\Dwgs\Design\106025 DESIGN 4-26.dwg DRAWN BY: Jns, SAVE DATE: Apr 27, 2026 8:26 AM DATE PLOTTED: 4/30/2026 11:51 AM, PLOT SCALE: 1:1Jns, SAVE DATE: Apr 27, 2026 8:26 AM DATE PLOTTED: 4/30/2026 11:51 AM, PLOT SCALE: 1:1, SAVE DATE: Apr 27, 2026 8:26 AM DATE PLOTTED: 4/30/2026 11:51 AM, PLOT SCALE: 1:1Apr 27, 2026 8:26 AM DATE PLOTTED: 4/30/2026 11:51 AM, PLOT SCALE: 1:1 DATE PLOTTED: 4/30/2026 11:51 AM, PLOT SCALE: 1:14/30/2026 11:51 AM, PLOT SCALE: 1:1, PLOT SCALE: 1:11:1

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AutoCAD SHX Text 22574

THERE WILL BE APPROXIMATELY 600 CY OF FILL NEEDED. THE QUANTITIES PROVIDED ARE FOR ORDER OF MAGNITUDE PURPOSES ONLY. ALL QUANTITIES ARE TO BE VERIFIED BY THE AWARDED CONTRACTOR. 25 CY CUT 620 CY FILL (INCLUDES 1.35 FILL-FACTOR) 595 CY BORROW

FLOOR PLAN NOTES:

1. DIMENSIONS SHOWN ON FLOOR PLANS ARE TO CENTER LINE OF

COLUMNS UNLESS OTHERWISE NOTED. WRITTEN DIMENSIONS TAKE

PRECEDENCE OVER DRAWINGS SCALE.

2. DOOR 100A LOCKSET SHALL BE PROVIDED BY OWNER AND

INSTALLED BY CONTRACTOR. CONTRACTOR SHALL SUPPLY

TEMPORARY LOCKSET DURING CONSTRUCTION AND SHALL

COORDINATE FINAL LOCKSET INSTALL WITH OWNER.

3. ALL OVERHEARD DOORS SHALL RECEIVE 2 DOOR OPERATORS

EACH.

WALL TYPE LEGEND

Fire Rating: NOT RATED

STC: N/A

EXT MTL SIDING, 2X WD

GIRT AND 2X WD SKIRT

ALONG BOTTOM OF

WALLS - SEE STRUCTURAL

1 7

A A

D D

82' - 6"

7' - 6" 13' - 1 1/2" 13' - 9" 13' - 9" 13' - 9" 13' - 1 1/2" 7' - 6"

A2.1

A2.12

A2.1

A2.1 3

GARAGE

100A

100B 100C 100D 100E 100F 100G

82' - 6"

OPEN TO STRUCTURE ABOVE

ROCK SLAB

13' - 9" 13' - 9" 13' - 9" 13' - 9" 13' - 9" 13' - 9"

FE - PROVIDED

BY OWNER

FE - PROVIDED

BY OWNER

CONTROLLER - SEE MECH

STOOP - SEE STRUCT

(FLUSH)

3' - 0"

(OVERHEAD)

A S

S C

H E

10' - 0"

HM DOOR FRAME

DOOR AS SCHED

SNT

PFN MTL

DRIP TRIM

PFN MTL

SIDING

2X FRAMING

WD COLUMN

BEYOND - SEE

STRUCT

2X8 WD

GIRT

PFN MTL SIDING

PFN MTL

CLOSURE TRIM

HM FRAME

DOOR - SEE

SCHED

2X FRAMING

2X8 WD GIRT

SNT

FLOOR LINE

2" 3' - 0"

2" 3' - 4"

A1.1

(HM)

MATERIAL NOTES:

1. METAL WALL PANELS SHALL BE IN THE COLOR SIERRA TAN.

2. METAL ROOF PANELS SHALL BE IN THE COLOR WHITE.

3. SOFFITS, GUTTERS, AND DOWNSPOUTS SHALL BE IN THE COLOR

WHITE.

4. METAL WALL PANELS SHALL BE 29 GA

5. METAL ROOF PANELS SHALL BE 26 GA MIN

I WO A

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SS IONAL● ●●●

project no.

MICHAEL J.

ANDERSON

ARC08759

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9476.01

NORTH

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

DOOR SCHEDULE

DOOR FRAME

FIRE

RATING NOTES

DOOR

NUMBER ROOM SIZE (WxHxT) TYPE MAT'L FINISH TYPE MAT'L FINISH 100A GARAGE 3' - 0" x 7' - 0" x 1 3/4" F HM PRIMED F1 HM PAINT NOTES 1 & 2 100B GARAGE 10' - 0" x 12' - 0" x 2" OH - PFN - - - 100C GARAGE 10' - 0" x 12' - 0" x 2" OH - PFN - - - 100D GARAGE 10' - 0" x 9' - 0" x 2" OH - PFN - - - 100E GARAGE 10' - 0" x 9' - 0" x 2" OH - PFN - - - 100F GARAGE 10' - 0" x 9' - 0" x 2" OH - PFN - - - 100G GARAGE 10' - 0" x 9' - 0" x 2" OH - PFN - - -

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

DOOR TYPES

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

DOOR FRAME TYPES

SCALE: 1 1/2" = 1'-0"2 HM DOOR HEAD

SCALE: 1 1/2" = 1'-0"3 HM DOOR JAMB

NOTES:

1. DOOR PAINT BY OWNER

2. LOCKSET PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR, HINGES PROVIDED AND INSTALLED BY

CONTRACTOR

R e v

FIRST FLOOR

100' - 0"

ROOF FRAMING

114' - 0"

1 7

100B 100C 100D 100E 100F 100G

PFN MTL WALL PNL

MTL ROOF PNL

2 3 5 64

FIRST FLOOR

100' - 0"

ROOF FRAMING

114' - 0"

PFN MTL WALL PNL

MTL ROOF PNL

VENTED SOFFIT - TYP

EXHAUST FAN HOOD -

SEE MECH

1' - 6" 1' - 6"

FIRST FLOOR

100' - 0"

ROOF FRAMING

114' - 0"

A D

B C

100A

1' - 6" 1' - 6"

FIRST FLOOR

100' - 0"

ROOF FRAMING

114' - 0"

PFN MTL WALL PNL

MTL ROOF PNL

2356 4

EXAUST FAN

HOOD - SEE

MECH

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project no.

MICHAEL J.

ANDERSON

ARC08759

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9476.01

SCALE: 3/16" = 1'-0"1

EAST ELEVATION

SCALE: 3/16" = 1'-0"2

SOUTH ELEVATION

SCALE: 3/16" = 1'-0"3

NORTH ELEVATION

SCALE: 3/16" = 1'-0"4

WEST ELEVATION

R e v

SIMPSON POST BASE

TREATED LVL COLUMN1 1/2" METAL PANEL

T/FTG

4" ROCK BASEGRADE

99' - 8"

WRAP COLUMN IN

PROTECTIVE PLASTIC

E M

B E

TREATED 2x10

BASE SKIRT

FIRST FLOOR

100' - 0"

OVERHEAD DOOR

4" ROCK BASE

GRADE

5' - 0"

5" CONCRETE SLAB

W/ #5 @ 12" O.C. EACH WAY

4" ROCK BASE

#4 BARS @ 12" O.C.

EACH WAY

#4 BENT BARS

@ 12" O.C.

1'-6"

1' -6

3" VOID FORM

UNEXCAVATED SOIL

8" 8"

FIRST FLOOR

100' - 0"

1 1/2" METAL PANEL

4" ROCK BASE

TREATED 2x8 GIRT, TYP.

SEE 3/S2.1

GRADE

TREATED 2x10

BASE SKIRT

S1.1

GB.67 GB.67 GB.67 GB.67 GB.67 GB.67

ROCK BASE FLOOR

(BY OWNER)

S1.1

1 7

2 3 5 64

2'-0" DIAMETER BY 6'-0" DEEP

FOOTING, TYP.

2'-0" DIAMETER BY 6'-0" DEEP

FOOTING, TYP.

NOTE:

CONTRACTOR TO COORDINATE

LOCATION OF OVERHEAD DOOR

CONCRETE BASE, GB.67, WITH OWNER

13' - 9" 13' - 9" 13' - 9" 13' - 9" 13' - 9" 13' - 9"

TREATED

(8) #5 VERTICAL BARS

W/ #3 CIRCULAR TIES

@ 10" O.C.

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-C A project no.

sheet p ro je c t c li e n t s h e e t d ra w n d e s ig n e d a p p ro v e d d a te t h is d ra w in g is b e in g m a a il a b le b y h g m a s s o c ia fo r u s e o n t h is p ro je c c o rd a n c e w it h h s o c ia t e s in c a g re e m e n t fo r p ro ff e s s io n a l s e rv ic e s h s o c ia t e s in c a s s u m e s b il it y fo r a n y u s e o f t w in g o r a n y p a rt t h e re o f e x c e p t in a c c o rd a n c e w it h t rm s o f th e a b o re e m e n t

NOT FOR

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co un ci l b lu ffs a

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95% PROGRESS

SET

9476.00

SCALE: 3/4" = 1'-0"2

FOUNDATION SECTION

SCALE: 3/4" = 1'-0"3

SECTION @ OH DOOR

SCALE: 3/4" = 1'-0"4

STOOP SECTION

R e v

D a te

SCALE: 3/4" = 1'-0"5

FOUNDATION SECTION

NOTES:

T.O. 4" ROCK BASE EL = 100'-0", U.N.O.

T.O. FTG EL = 99'-8", U.N.O.

SCALE: 3/16" = 1'-0"1

FOUNDATION PLAN

4/29/26

TRUSS BRG

114' - 0"

112' - 0"

S2.1

HEADER

SEE PLAN

WOOD ROOF TRUSS BY

TRUSS MANUFACTURER

COORD. OVERHEAD DOOR

SUPPORT WITH DOOR

SUPPLIER

HEADER

SEE PLAN

1 1/2" METAL PANEL

OVERHEAD DOOR OPENING

SIMPSON H2.5A, TYP.

EACH TRUSS

SIMPSON H2.5A,

TYP. EACH TRUSS

1 1/2" METAL PANEL

A DB C

1.5B20 GALVANIZED

METAL DECK

TRUSS BRG

114' - 0"

GREEN TREATED HEADER

W/ SIMPSON CONCEALED

FLANGE HANDER EA. SIDE,

SEE PLAN

TREATED LVL COL, TYP.

SIMPSON H2.5A, TYP.

EACH TRUSS

1 1/2" GALV. METAL PANEL

TREATED 2x8 SPACED @ 2'-0" O.C.

TYP. CONNECTED W/ (2) SIMPSON

SDS SCREWS

2x4 BETWEEN EACH TRUSS

@ 4'-0" O.C. TYP. W/ SIMPSON

LUS24 HANGER EA. SIDE

1.5B20 GALVANIZED

METAL DECK

S2.1

(3) 1 3/4x9 1/4 (3) 1 3/4x9 1/4

(112'-10 3/4") (114'-0")

(109'-10 3/4") (114'-0")

(3) 1 3/4x9 1/4 (3) 1 3/4x9 1/4 (3) 1 3/4x9 1/4 (3) 1 3/4x9 1/4 (3) 1 3/4x9 1/4 (3) 1 3/4x9 1/4

( 114' - 0" ) ( 114' - 0" ) ( 114' - 0" ) ( 114' - 0" ) ( 114' - 0" ) ( 114' - 0" )

/4 x

TREATED 2x8

SPACED @ 2'-0" O.C.

PRE-ENGINEERED WOOD ROOF TRUSSES AT 4'-0" O.C.

(3) 1 3/4x9 1/4 (3) 1 3/4x9 1/4 (3) 1 3/4x9 1/4 (3) 1 3/4x9 1/4

1 7

2 3 5 64 13' - 9" 13' - 9" 13' - 9" 13' - 9" 13' - 9" 13' - 9"

2x4 BETWEEN EACH TRUSS

@ 4'-0" O.C. TYP.

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NOT FOR

CONSTRUCTION

co un ci l b a

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106025

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SET

9476.00

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

TRUSS SECTION

R e v

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SCALE: 1" = 1'-0"3

TRUSS BEARING DETAIL

A. DESIGN CRITERIA:

DESIGN CODE: IBC 2018

DESIGN LOADS

GRAVITY LOADS

ROOFS DL = 10 PSF

LL BASED ON GROUND SNOW LOAD OF 25 PSF

(Ce = 1.0, Ct = 1.2, AND i = 0.8)**

** INCREASE LIVE LOAD FOR SNOW FRIFTING AS RQUIRED IN

CONFORMANCE WITH THE AMERICAN SOCIETY OF CIVIL

ENGINEERS ANSI/ASCE 7-16

WIND LOAD CRITERIA (2018 IBC)

BASE WIND SPEED (3 SECOND GUST),

'V' = 105 MPH

BUILDING CAREGORY I

IMPORTANCE FACTOR 'Iw' = 1'-0"

EXPOSURE CAREGORY C

GENERAL STRUCTURAL NOTES:

SCALE: 3/16" = 1'-0"1

ROOF FRAMING PLAN

4/29/26

L I C E N S E D P

R O

S S ION

A L E N G I N E E R

IOWA

JUSTIN L.

VEIK

P26419

1101 N. 13th St. | Omaha, NE 68102

P 402-330-2772

825 M Street, Suite 200 | Lincoln, NE 68508

P 402-476-1273 | F 402-476-1274

ETI Project No:

Engineering Technologies Inc.

Mechanical & Electrical Building Solutions eti project no.

sheet p ro je c t c li e n t s h e e t d ra w n d e s ig n e d a p p ro v e d d a te t h is d ra w in g is b e in g m a a il a b le b y h g m a s s o c ia t fo r u s e o n t h is p ro je c c o r d a n c e w it h h s o c ia t e s in c a g re e m e n t fo r p r o ff e s s io n a l s e rv ic e s h s o c ia t e s in c a s s u m e s b il it y fo r a n y u s e o f t w in g o r a n y p a r t t h e re o f e x c e p t in a c c o rd a n c e w it h t rm s o f t h e a b o re e m e n t co un ci l b a

A S

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2025-132

4/29/26

:5 :5 A M

C U s e r s c e ld r e d D o c u m e n ts Io w a

D A S

N e w

G a r a g e M E P c e ld r e d e ti e n g in e e r s .c o m .r v t

106025

MG0.0

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9476.00

GENERAL NOTES - HVAC

A ALL WALL MOUNTED DEVICES SHALL BE COORDINATED WITH OTHER TRADES AND ALIGNED

WITH ADJACENT WALL MOUNTED DEVICES ON CENTER.

B PROVIDE FRAMED 1/2" X 1/2" BIRD SCREEN AT ALL DUCTS TERMINATING WITHOUT AN AIR

DEVICE, AT INDOOR FACE OF LOUVERS, AND AT UNDUCTED AIRFLOW OPENINGS AT EQUIPMENT.

GENERAL NOTES - MECHANICAL

A ALL MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS SHALL BE INSTALLED TO COMPLY

WITH ALL APPLICABLE STATE BUILDING CODES.

B CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND PAY THE ASSOCIATED FEES. THE

CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE NATIONAL, AND STATE, AND LAWS, CODES, AND ORDINANCES RELATING TO BUILDING AND PUBLIC SAFETY.

C THE CONTRACTOR SHALL PROVIDE A COMPLETE WORKING AND COORDINATED SYSTEM.

FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, AND LABOR AS REQUIRED.

D COORDINATE THE EXACT LOCATION OF MECHANICAL AND PLUMBING EQUIPMENT WITH

ELECTRICAL EQUIPMENT, LIGHT FIXTURES, PIPING, CONDUIT, DUCTWORK, AND ALL OTHER

CONSTRUCTION TO ALLOW FOR ADEQUATE ACCESS TO SERVICE EQUIPMENT.

E CONTRACTOR IS RESPONSIBLE FOR COORDINATING DUCTWORK AND PIPING WITH OTHER

TRADES AND PROVIDE OFFSETS AS NECESSARY. NOT ALL OFFSETS ARE INDICATED ON

DRAWINGS.

F DUCTWORK, PIPING, AND CONDUIT SHALL BE INDEPENDENTLY SUPPORTED. WHERE

INDEPENDENT SUPPORT SYSTEMS ARE NOT POSSIBLE, AN ENGINEERING SYSTEM SHALL BE

ALLOWED UPON APPROVAL BY ENGINEER OF RECORD.

G COORDINATE ON-SITE STORAGE OF EQUIPMENT AND MATERIAL WITH FACILITY.

H CONTRACTOR SHALL REMOVE EXCESS MATERIAL AND DEBRIS AND CLEAN ALL EQUIPMENT

UPON COMPLETION OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR TOUCHING UP PAINT

WHERE REQUIRED.

I MECHANICAL AND PLUMBING SYSTEMS SHALL BE COORDINATED WITH NEW ELECTRICAL

DISCONNECTS, PANELS, AND CONNECTIONS TO MAINTAIN ALL NEC REQUIRED CLEARANCES.

LOCATION:

CITY/STATE: ELDORA, IA

APPLICABLE CODES:

BUILDING 2024 IBC

MECHANICAL 2024 IMC

PLUMBING 2024 UPC

FUEL GAS 2024 IFGC

ELECTRICAL 2023 NEC

LATITUDE:

DEG. N. LAT. 42.36°

ELEVATION:

FT. ABOVE SEA LEVEL 1086'

ASHRAE DESIGN CONDITIONS:

0.4% DB/MCWB (COOLING) 93.0°/76.1° F

99.6% DB (HEATING) -4.4° F

PROJECT DESIGN CRITERIA

MECHANICAL ABBREVIATIONS MECHANICAL SYMBOLS

XFMR

VOL

W/O

VTR

VFD-XX

VAV-XX

UTIL

STM

TSTAT

TYP

TEMP

SWBD

SHT

STD

SEC

RPM

RTN

RTU-XX

QTY

PWR

PTHP-XX

PSI

PTAC-XX

P-XX

EXHAUST AIR

DIAMETER

TRANSFORMER

VOLUME

WITHOUT

WATER GAUGE

WEIGHT

WITH

VENT THROUGH ROOF

VARIABLE FREQUENCY DRIVE

XX=UNIT NUMBER

VARIABLE AIR VOLUME TERMINAL

VENT

UTILITY

STEAM

THERMOSTAT

UNDERGROUND

TYPICAL

TEMPERATURE

SWITCHBOARD

SHEET

STANDARD

STAINLESS STEEL

SQUARE

SUPPLY AIR

SMOKE DAMPER

SECOND (SECONDARY)

REVOLUTIONS PER MINUTE

ROOF TOP UNIT, XX=UNIT NUMBER

RETURN

RETURN AIR

QUANTITY

XX=UNIT NUMBER

PACKAGED TERMINAL HEAT PUMP,

POWER

XX=UNIT NUMBER

POUNDS PER SQAURE INCH

PUMP, XX=UNIT NUMBER

PACKAGED TERMINAL AIR CONDITIONER,

DHW

MAX

NTS

OBD

NOM

MECH

MTR

MAU-XX

MIN

MFR

LTG

HWS

HVAC

HWR

GPH

HP-XX

HPS

HPR

HUH-XX

GPM

FT-XX

GAL

FSD

FPM

F-XX

FCU-XX

EXIST

ERV-XX

ET-XX

DWG

EF-XX

DWH-XX

DHWC

DIA

BLDG

DCW

DEG

DEMO

CU-XX

CUH-XX

CSA-US

CFM

BTUH

BTU

BOD

BOP

ARCH

B-XX

BC-XX

AFF

APPROX

AHU-XX

DOMESTIC HOT WATER

MAXIMUM

NOT TO SCALE

OPPOSED BLADE DAMPER

OUTSIDE DIAMETER

NORMALLY OPEN OR NUMBER

NORMALLY CLOSED

NOMINAL

MECHANICAL

MAKE-UP WATER

MOTOR

MAKE-UP AIR UNIT, XX=UNIT NUMBER

MINIMUM

MANUFACTURER

INCH

POUND

LIGHTING

KILOWATT

KILOVOLT

HEATING, VENTILATING, AND

INSIDE DIAMETER

AIR CONDITIONING

HOT WATER RETURN

HOT WATER SUPPLY

XX=UNIT NUMBER

GALLONS PER HOUR

HEAT PUMP, XX=UNIT NUMBER

HORIZONTAL UNIT HEATER,

HEAT PUMP SUPPLY

HEAT PUMP RETURN

HEAT PUMP

GALLONS PER MINUTE

FIN TUBE, XX=UNIT NUMBER

NATURAL GAS

GALLON

FEET OR FOOT

FIRE & SMOKE DAMPER

FEET PER MINUTE

ELECTRICAL PANEL

DETAIL IDENTIFICATION

FAN COIL UNIT, XX=UNIT NUMBER

FURNACE, XX=UNIT NUMBER

FIRE DAMPER

EXPANSION TANK, XX=UNIT NUMBER

ENERGY RECOVERY VENTILATOR,

EXISTING

XX=UNIT NUMBER

DRAWING

EXHAUST FAN, XX=UNIT NUMBER

DOMESTIC WATER HEATER, XX=UNIT NUMBER

DOMESTIC HOT WATER CIRCULATOR

DOWN

DIAMETER

SHT SHEET NUMBER

DETAIL NUMBER

BUILDING

SECTION IDENTIFICATION

DOMESTIC COLD WATER

DEGREE

DEMOLITION

CABINET UNIT HEATER, XX=UNIT NUMBER

CONDENSING UNIT, XX=UNIT NUMBER

(FORMERLY AGA)

SHT

CANADIAN STANDARDS ASSOCIATION

CUBIC FEET PER MINUTE

BTU PER HOUR

BRITISH THERMAL UNIT

BOTTOM OF DUCT

BOTTOM OF PIPE

SECTION NUMBER

SHEET NUMBER

NOTE REFERENCE

ARCHITECTURAL

BOILER, XX=UNIT NUMBER

BLOWER COIL, XX=UNIT NUMBER

AIR HANDLING UNIT, XX=UNIT NUMBER

APPROXIMATE

ABOVE FINISHED FLOOR 1

3. FAN SHALL RUN 24/7.

2. INTERLOCK FAN OPERATION WITH TOXIC GAS DETECTION SYSTEM.

1. WALL MOUNTED PROPELLER FAN WITH WALL HOUSING, WEATHERHOOD, AND GRAVITY BACKDRAFT DAMPER. PROVIDE INSECT SCREEN AT FAN OUTLET.

NOTES:

FAN SCHEDULE

MARK LOCATION SERVES TYPE CFM

ESP (IN.

W.G.)

MAX

DBA

DRIVE

ELECTRICAL DATA

RPM MOUNTING

ROOF CURB

HEIGHT (IN.)

WEIGHT

(LBS.)

MANUFACTURER AND

MODEL

NOTES

DISCONNECT CONTROLLER

MOTOR

VOLT / PH

EF-1 GARAGE GARAGE PROP 2240 0.1 63 DIRECT BY E.C. MOTOR STARTER 1/3 120 / 1 1750 WALL - 113 SE1-16-421-A3 1,2

EF-2 GARAGE GARAGE PROP 170 0.1 47 DIRECT BY E.C. MOTOR STARTER 1/40 120 / 1 1550 WALL - 52 SE1-8-426-D 1,3

CARBON MONOXIDE SENSORCO

NITROGEN DIOXIDE SENSORNO2

R e v

NO2

GARAGE

EF-1EF-2

2 3 5 64

L I C E N S E D P

R O

S S ION

A L E N G I N E E R

IOWA

JUSTIN L.

VEIK

P26419

1101 N. 13th St. | Omaha, NE 68102

P 402-330-2772

825 M Street, Suite 200 | Lincoln, NE 68508

P 402-476-1273 | F 402-476-1274

ETI Project No:

Engineering Technologies Inc.

Mechanical & Electrical Building Solutions eti project no.

sheet p ro je c t c li e n t s h e e t d ra w n d e s ig n e d a p p ro v e d d a te t h is d ra w in g is b e in g m a a il a b le b y h g m a s s o c ia t fo r u s e o n t h is p ro je c c o r d a n c e w it h h s o c ia t e s in c a g re e m e n t fo r p r o ff e s s io n a l s e rv ic e s h s o c ia t e s in c a s s u m e s b il it y fo r a n y u s e o f t w in g o r a n y p a r t t h e re o f e x c e p t in a c c o rd a n c e w it h t rm s o f t h e a b o re e m e n t co un ci l b a

A S

S O

C I A

T E

S I N

E N

E E

G A

R C

E C

T U

R E

S U

R V

E Y

2025-132

4/29/26

:5 :5

A M

C U s e r s c e ld r e d D o c u m e n ts Io w a

D A S

N e w

G a r a g e M E P c e ld r e d e ti e n g in e e r s .c o m .r v t

106025

M1.1

H H

S S

T S

N E

W G

A R

A G

E B

L D

W A

D E P A R T M E N T

O F

A D M

T R A T

S E R V

E S

E d g in g t o n

A v e E ld o r a

M E

C H

A N

L P

L A

A u th o r

D e s ig n e r

A p p r o v e r

9476.00

NORTH

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

MECHANICAL PLAN

SHEET NOTES

1 TOXIC GAS DETECTION SYSTEM CONTROLLER INTEGRATED WITH

TOXIC GAS EXHAUST FAN ( EF-1).

2 CARBON MONOXIDE (CO) AND NITROGEN DIOXIDE (NO2) DETECTORS

FOR EF-1 AND EF-2 TOXIC GAS SYSTEM. INSTALL CARBON MONOXIDE

(CO) DETECTOR AND NITROGEN DIOXIDE (NO2) DETECTOR ABOVE

THE FLOOR FOR DETECTION IN BREATHABLE AREA. SEE

MANUFACTURER'S RECOMMENDATIONS FOR ALL OTHER.

3 MOUNT FANS AT 9'-0" A.F.F. AND SPACE FAN OUTLETS AT 6" APART AS

REQUIRED TO ALLOW FOR FRAMING.

4 THE GARAGE DOOR INDICATED SHALL BE PROVIDED WITH A DRY

CONTACT THAT SHALL BE INTEGRATED INTO THE TOXIC GAS

DETECTION SYSTEM. WHEN THE GAS DETECTION SYSTEM ALARMS,

EXHAUST FAN EF-1 SHALL ENERGIZE AND THE GARAGE DOOR SHALL

OPEN. NO DISCONNECTS ARE REQUIRED.

R e v

LIGHTING SYMBOLS

ABBREVIATIONSMISC. ELECTRICAL SYMBOLS

COMMUNICATION SYMBOLS

POWER SYMBOLS

OF HEADS AS SHOWN, NUMBER = TYPE

EXISTING POLE MOUNTED LIGHT FIXTURE

STRIP LIGHT FIXTURE, NUMBER = TYPE

RECESSED OR SURFACE MOUNTED LIGHT FIXTURE, NUMBER = TYPE,

LIGHTING TRACK, TRIANGLE INDICATES LIGHT FIXTURE HEAD, PROVIDE NUMBER

POLE MOUNTED LIGHT FIXTURE, NUMBER = TYPE

HATCHING INDICATES EMERGENCY LIGHT FIXTURE, NUMBER = TYPE

LIGHT FIXTURE, NUMBER = TYPE

WALL MOUNTED LIGHT FIXTURE, NUMBER = TYPE

SWITCH MOUNTED ON WIREMOLD BOX WITH WIREMOLD TO ABOVE ACCESSIBLE

SWITCH WITH LIGHTED HANDLE FOR PILOT

SINGLE POLE SWITCH, 3-WAY SWITCH AND 4-WAY SWITCH

LINE VOLTAGE DIMMER SWITCH

CEILING FAN

KEYED SWITCH

DOUBLE POLE SWITCH

CEILING

EMERGENCY LIGHT WALL PACK, NUMBER = TYPE

HATCHING INDICATES EMERGENCY LIGHT FIXTURE, NUMBER = TYPE

LETTER = SWITCH

SINGLE FACED EXIT LIGHT, NUMBER = TYPE, HATCH INDICATES ILLUMINATED FACE,

ARROW = CHEVRON DIRECTION

DOUBLE FACED EXIT LIGHT, NUMBER = TYPE, HATCH INDICATES ILLUMINATED FACE,

ARROW = CHEVRON DIRECTION

EXIT LIGHT WITH TWO EMERGENCY LIGHTING HEADS, NUMBER = TYPE,

HATCH INDICATES ILLUMINATED FACE, ARROW = CHEVRON DIRECTION

WALL MOUNTED OCCUPANCY SENSOR

OS AUTOMATIC WALL SWITCH WITH OCCUPANCY SENSOR

CEILING MOUNTED OCCUPANCY SENSOROS

LOW-VOLTAGE SWITCH, WHERE PRESENT, LETTER INDICATES LIGHTING CONTROL ZONE.

LIGHTING CONTROL TAG. LETTER INDICATES TAG IN LIGHTING CONTROL SCHEDULEA

LIGHTING CONTROL LOAD CONTROLLER. LETTER INDICATES LIGHTING CONTROLLED ZONE.

CEILING MOUNTED PHOTOCELLP

a SEE LIGHTING CONTROL SCHEDULE.

MOMENTARY CONTACT SWITCH

P WALL MOUNTED PHOTOCELL

PENDANT MOUNTED LIGHT FIXTURE, NUMBER = TYPE

LINEAR LIGHT FIXTURE, NUMBER = TYPE

WALL MOUNTED LINEAR LIGHT FIXTURE, NUMBER = TYPE

NIGHT LIGHT, CONNECT TO UNSWITCHED LIGHTING CIRCUIT

NATIONAL FIRE PROTECTION ASSOCIATIONNFPA

HEATING, VENTILATION, & AIR CONDITIONING

NATIONAL ELECTRICAL CODE

GND

GROUND

FIRE ALARM

HVAC

KVA

KILOVOLT AMPERES

KILOWATT

HERTZ

NEC

INDICATES EXISTING TO REMAIN

AUTOMATIC TRANSFER SWITCH

ELECTRICAL METALLIC TUBING

ATS

AHU AIR HANDLING UNIT

AWG

AMERICAN WIRE GAUGE

COPPER

CONDUIT

BOARD

F OR FRAC

EMT

EMERGENCY

FRACTIONAL

AFG ABOVE FINISHED GRADE

AMPERES

HIGH POWER FACTORHPF

ELECTRIC WATER COOLEREWC

FIRE ALARM CONTROL PANELFACP

FIRE AND SMOKE DAMPERFSD

FAAP FIRE ALARM ANNUNCIATOR PANEL

EXHAUST FANEF

FAN COIL UNITFCU

AC 4" ABOVE COUNTERTOP OR BACKSPLASH TO CENTER

RMC STEEL RIGID METAL CONDUIT

WG WIREGUARD

INDICATES WEATHERPROOF

SINGLE POLE SINGLE THROW

SINGLE POLE DOUBLE THROW

VARIABLE FREQUENCY DRIVE

SPDT

SWBD

TYP

TEL

SWITCHBOARD

TYPICAL

TELEVISION

TELEPHONE

SPST

VFD

W WATT

V VOLTS

PVC

P POLE

POST INDICATOR VALVEPIV

PANELBOARDPNL

STAINLESS STEELSS

SD SMOKE DAMPER

REMOVE EQUIPMENT, INCLUDING MOUNTING HARDWARE, AND CONDUIT

POLY VINYL CHLORIDE NON-METALLIC RACEWAY,

SCHEDULE 40 OR SCHEDULE 80

ROOF TOP UNITRTU

INDICATES EXISTING J-BOX AND CONDUIT IN WALL TO BE REUSEDEB

TRANSFORMERXFMR

AND CONDUCTORS TO SOURCE OF SUPPLY, UNLESS OTHERWISE NOTED

REMOVE AND REPLACE WITH NEW DEVICE. REUSE BOX AND CONDUIT IN

WALL AND PROVIDE NEW CONDUIT AND WIRING TO DEVICE AS REQUIRED

REMOVE AND RELOCATE ITEM. EXTEND EXISTING CONDUIT AND/OR CABLING

AFF ABOVE FINISHED FLOOR

BFG BELOW FINISHED GRADE

A-1

DATA SYSTEM RACEWAY

EXISTING CONDUIT, VERIFY EXACT LOCATION

UNDERGROUND SECONDARY ELECTRICAL

UNDERGROUND PRIMARY ELECTRICAL

WIREMOLD SURFACE MOUNTED RACEWAY

CONDUIT SEAL-OFF FITTING

CONDUIT UP

CONDUIT DOWN

EXPOSED CONDUIT

CONDUIT TO BE REMOVED

OVERHEAD ELECTRICAL

CLOCK SYSTEM RACEWAY

CONDUIT CONCEALED BELOW FLOOR

EMERGENCY POWER AND LIGHTING CIRCUIT

TELEVISION RACEWAY

TELEPHONE RACEWAY

SOUND SYSTEM RACEWAY

UNDERGROUND ELECTRICALUG

FIBER OPTICS RACEWAYFO

CONDUIT CONCEALED IN WALLS OR CEILING, CROSSHATCHES INDICATE

NUMBER OF CONDUCTORS EXCEPT NO CROSSHATCHES INDICATE 2

CONDUCTORS (GROUND WIRES ARE NOT SHOWN)

HOMERUN TO PANELBOARD, LETTER INDICATES PANEL

DESIGNATION, NUMBER INDICATES CIRCUIT

SURFACE MOUNTED RACEWAY,

TYPE AS NOTED, WITH DEVICES AS INDICATED

LV LOW VOLTAGE ELECTRICAL

PLAN OR DETAIL NOTE IDENTIFICATION1

FLUSH MOUNTED DUPLEX FLOOR OUTLET

WITH WIREMOLD TO ABOVE ACCESSIBLE CEILING

DUPLEX CONVENIENCE RECEPTACLE MOUNTED ON WIREMOLD BOX

SPLIT WIRED DUPLEX RECEPTACLE

4-PLEX CONVENIENCE RECEPTACLE

- WP = WEATHERPROOF

SPECIAL OUTLET OR CONNECTION, SEE PLAN AND SCHEDULE

DUPLEX CONVENIENCE RECEPTACLE MOUNTED HORIZONTAL

CEILING MOUNTED RECEPTACLE

DUPLEX CONVENIENCE RECEPTACLE

MULTI-SERVICE FLOOR BOX

THERMOSTATT

MOTOR CONNECTION, SEE PLAN AND SCHEDULE

GENERATOR

SOLENOID VALVE

PRESSURE SWITCH

BELLB

MAGNETIC MOTOR STARTER

PAD-MOUNTED TRANSFORMER

DRY-TYPE TRANSFORMER

WALL MOUNTED JUNCTION BOX

FUSED UNLESS OTHERWISE NOTED

DISCONNECT SWITCH - FUSED

DISCONNECT SWITCH - NON FUSED

COMBINATION MAGNETIC MOTOR STARTER/DISCONNECT SWITCH,

MANUAL MOTOR STARTER WITH HORSEPOWER RATED TOGGLE SWITCH.

PROVIDE THERMAL ELEMENT IF MOTOR IS NOT INTERNALLY PROTECTED

TIME CLOCK

ELECTRICAL RELAY

JUNCTION BOX

PUSH-BUTTON

B BUZZER OR CHIME

VARIABLE FREQUENCY DRIVEVFD

ADAPTER, SIZE AS REQUIRED FOR LOAD.

HORSEPOWER RATED TOGGLE SWITCH WITH PLUG FUSE AND FUSTAT

SSU

HORSEPOWER RATED MANUAL MOTOR CONTROLLER WITH TOGGLE SWITCH

STE

SHP

SURFACE MOUNTED PANELBOARD

FLOOR COMMUNICATIONS OUTLET

COMMUNICATIONS OUTLET, ROUGH-IN ONLY

WIRELESS ACCESS POINTWAP

MOTOR CONTROL PUSH-BUTTON STATION

RECESSED MOUNTED PANELBOARD

DISTRIBUTION PANEL

SWITCHBOARD

PROVIDE HDMI CABLE IN CONDUITHDMI

UTILITY CO. POWER POLE

GROUND CONNECTION

POWER POLEPP

DATA OUTLET AT 46" ABOVE FINISHED FLOOR, COVERPLATE WITH MOUNTING LUGSW

DATA OUTLET MOUNTED ON WIREMOLD BOX WITH WIREMOLD TO ABOVE

ACCESSIBLE CEILING

COMMUNICATIONS OUTLET, # INDICATES NUMBER OF CABLES / JACKS REQUIRED

- D = DATA

OF EACH TYPE, LETTER INDICATED TYPE OF JACK#T

#TV

- GFCI = GROUND FAULT CIRCUIT INTERRUPTER

- T = TAMPER RESISTANT

- U = DUPLEX RECEPTACLE WITH USB PORTS

- IG = ISOLATED GROUND RECEPTACLE, PROVIDE

FULL SIZE GROUND WIRE EXTENDED BACK TO PANEL

GFCI

T U

MULTI-SERVICE AV WALL BOX

- T = TELEPHONE

- H = HDMI

- TV = TELEVISION

TELEPHONE OUTLET

TELEPHONE OUTLET AT 46" ABOVE FINISHED FLOOR, COVERPLATE WITH MOUNTING LUGSW

TELEPHONE OUTLET MOUNTED ON WIREMOLD BOX WITH WIREMOLD TO ABOVE

ACCESSIBLE CEILING

PART PARTIAL CIRCUIT

AS REQUIRED TO NEW LOCATION, UNLESS OTHERWISE NOTED.

SEE PLANS FOR NEW LOCATION.

DETAIL IDENTIFICATION

SHT SHEET NUMBER

DETAIL NUMBER

CEILING COMMUNICATIONS OUTLET

MCB MAIN CIRCUIT BREAKER

MLO MAIN LUG ONLY

R E

C E

P T

A C

L E

EXIT

8" TO CENTER FROM

TOP OF DOOR FRAME

OR GLASS MULLION

EQ EQ

46" AFF TO

CENTER

90" AFF TO

CENTER

E M

E R

G E

N C

Y L

H T

U N

DETAIL GENERAL NOTES:

A. NOT ALL DEVICES OR CONFIGURATIONS ARE INDICATED IN THIS DETAIL.

REFER TO PLANS FOR ADDITIONAL REQUIREMENTS.

B. ALL DEVICES SHALL BE LOCATED TO MAINTAIN ADA MOUNTING HEIGHT

REQUIREMENTS.

C. MOUNTING HEIGHTS INDICATED ARE TYPICAL, UNLESS OTHERWISE

NOTED ON THE PLANS.

D. ALIGN DEVICES VERTICALLY AND HORIZONTALLY WHERE POSSIBLE.

E. NOTIFY THE DESIGN TEAM WHERE ANY CONFLICTS EXIST.

L I C E N S E D P

R O

S S ION

A L E N G I N E E R

IOWA

SHANE M.

HOSS

19675

1101 N. 13th St. | Omaha, NE 68102

P 402-330-2772

825 M Street, Suite 200 | Lincoln, NE 68508

P 402-476-1273 | F 402-476-1274

ETI Project No:

Engineering Technologies Inc.

Mechanical & Electrical Building Solutions eti project no.

sheet p ro je c t c li e n t s h e e t d ra w n d e s ig n e d a p p ro v e d d a te t h is d ra w in g is b e in g m a a il a b le b y h g m a s s o c ia t fo r u s e o n t h is p ro je c c o r d a n c e w it h h s o c ia t e s in c a g re e m e n t fo r p r o ff e s s io n a l s e rv ic e s h s o c ia t e s in c a s s u m e s b il it y fo r a n y u s e o f t w in g o r a n y p a r t t h e re o f e x c e p t in a c c o rd a n c e w it h t rm s o f t h e a b o re e m e n t co un ci l b a

A S

S O

C I A

T E

S I N

E N

E E

G A

R C

E C

T U

R E

S U

R V

E Y

2025-132

4/29/26

:5 :5

A M

C U s e r s c e ld r e d D o c u m e n ts Io w a

D A S

N e w

G a r a g e M E P c e ld r e d e ti e n g in e e r s .c o m .r v t

106025

EG0.0

H H

S S

T S

N E

W G

A R

A G

E B

L D

W A

D E P A R T M E N T

O F

A D M

T R A T

S E R V

E S

E d g in g t o n

A v e E ld o r a

E L

E C

T R

L G

E N

E R

A L

I N

F O

R M

A T

C D E

S M H

9476.00

ELECTRICAL GENERAL NOTES

A PROVIDE TEMPORARY POWER, LIGHTING, AND HEATING AS REQUIRED FOR CONSTRUCTION.

COORDINATE WITH THE GENERAL CONTRACTOR AND OTHER TRADES.

B FIRE SEAL ALL PENETRATIONS THROUGH FIRE RATED WALLS, CEILING AND FLOORS.

C COORDINATE LOCATION OF WIRING DEVICES, TELECOM OUTLETS, FIRE ALARM DEVICES, ETC.

WITH MILLWORK, TILE LAYOUT, AND OTHER WALL FINISHES PRIOR TO ROUGH-IN.

D ALIGN ADJACENT WALL MOUNTED OUTLET BOXES FOR SWITCHES, THERMOSTATS, AND SIMILAR

DEVICES. DEVICES SHALL BE ALIGNED VERTICALLY WHEN INSTALLED AT DIFFERING HEIGHTS

AND INSTALL ALL ADJACENT DEVICES AT THE SAME HEIGHT TO CENTER. NOTIFY ARCHITECT OF

ANY DISCREPANCIES BETWEEN TRADES PRIOR TO ROUGH-IN.

E CONCEAL ALL CONDUITS IN WALL, CHASES, ABOVE CEILINGS, BELOW FLOOR, OR IN ADJACENT

STORAGE OR UNFINISHED SPACES, WHERE POSSIBLE. RUN EXPOSED CONDUITS VERTICALLY,

WHERE POSSIBLE, TO ABOVE ACCESSIBLE CEILING, CONNECT HORIZONTALLY ABOVE CEILING.

F PROVIDE TAMPER RESISTANT RECEPTACLES WHERE REQUIRED BY THE NEC.

G THE UTILITY TRANSFORMER IS OWNED BY THE OWNER AND ELECTRICAL METERING IS NOT

NEEDED.

LIGHTING GENERAL NOTES

A CONNECT EXIT LIGHTS, EMERGENCY POWER SUPPLY UNITS, EMERGENCY BATTERY UNIT

FIXTURES, AND NIGHTLIGHT (NL) INDICATED FIXTURES UNSWITCHED TO THE CIRCUIT INDICATED

ON THE PLANS.

B LOCATE REMOTE DRIVERS, WHERE PRESENT, FOR LUMINAIRES ABOVE THE NEAREST

ACCESSIBLE CEILING, UNLESS OTHERWISE NOTED.

C WHERE INDICATED, SUBSCRIPTS ON LIGHTING CONTROL DEVICES INDICATE CONTROL OF

LUMINAIRES WITH CORRESPONDING SUBSCRIPTS WITHIN THE SAME ROOM.

D WHERE DIMMING IS INDICATED, PROVIDE A DEDICATED LOAD CONTROLLER FOR EACH LIGHT

FIXTURE TYPE WITHIN A ZONE.

E WHERE LOW-VOLTAGE LIGHTING CONTROL WIRING IS REQUIRED BETWEEN DEVICES, IT SHALL

BE PROVIDED PER MANUFACTURER'S INSTRUCTIONS. ROUTE CABLING ALONG ASSOCIATED

LIGHTING CIRCUIT CONDUIT, SUPPORT USING PLASTIC TIES OR VELCRO STRAPS. 0-10V WIRING

SHALL BE INSTALLED IN CONDUIT.

F MOTION SENSORS SHALL BE INSTALLED A MINIMUM OF 6FT FROM HVAC DIFFUSERS. FIELD

COORDINATE.

G MOTION SENSORS ARE INDICATED SCHEMATICALLY FOR COORDINATION AND ARE A MINIMUM.

PROVIDE ADDITIONAL SENSORS AS REQUIRED FOR ROOM COVERAGE. CONNECT MOTION

SENSORS WITHIN A ROOM TO CONTROL ALL LIGHTS WITHIN THE SAME ROOM, UNLESS

OTHERWISE NOTED.

SCALE: N.T.S.1

TYPICAL DEVICE ALIGNMENT DETAIL

R e v

M M M M M M

OSOS

46"

GFCI

24"

GFCI

46"

GFCI

46"

GFCI

46"

GFCI

EX1

16'-0"

+13'-0"

SHP

OHD

SHP

OHD

SHP

OHD

SHP

OHD

SHP

OHD

SHP

OHD

A-2 A-4 A-6 A-8 A-10 A-12

A-1

A-5

EM1

EM1 EM1

EM1

A-3

GARAGE

A-7

A-9

A-11

A-13

+8'-0"

EF-2 EF-1

S H

2 3 5 64

GAS DETECTION

PANEL

L I C E N S E D P

R O

S S ION

A L E N G I N E E R

IOWA

SHANE M.

HOSS

19675

1101 N. 13th St. | Omaha, NE 68102

P 402-330-2772

825 M Street, Suite 200 | Lincoln, NE 68508

P 402-476-1273 | F 402-476-1274

ETI Project No:

Engineering Technologies Inc.

Mechanical & Electrical Building Solutions eti project no.

sheet p ro je c t c li e n t s h e e t d ra w n d e s ig n e d a p p ro v e d d a te t h is d ra w in g is b e in g m a a il a b le b y h g m a s s o c ia t fo r u s e o n t h is p ro je c c o r d a n c e w it h h s o c ia t e s in c a g re e m e n t fo r p r o ff e s s io n a l s e rv ic e s h s o c ia t e s in c a s s u m e s b il it y fo r a n y u s e o f t w in g o r a n y p a r t t h e re o f e x c e p t in a c c o rd a n c e w it h t rm s o f t h e a b o re e m e n t co un ci l b a

A S

S O

C I A

T E

S I N

E N

E E

G A

R C

E C

T U

R E

S U

R V

E Y

2025-132

4/29/26

:5 :5

A M

C U s e r s c e ld r e d D o c u m e n ts Io w a

D A S

N e w

G a r a g e M E P c e ld r e d e ti e n g in e e r s .c o m .r v t

106025

E1.1

H H

S S

T S

N E

W G

A R

A G

E B

L D

W…

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File details come from the government source that posted it. Updated May 5, 2026.