Garner MW building 90 Percent PLANS v1.pdf

PROJECT LOCATION:

SITE LOCATION:

GARNER MG

MW BUILDING

4 5

HANCOCK

OSCEOLALYON

DICKENSON

CRAWFORD

OBRIEN

CHEROKEE

SIOUX

EMMET

KOSSUTH

WINNEBAGO WORTH MITCHELL HOWARD

CLAY

MONONA

PLYMOUTH

BUENA VISTA POCAHONTAS

PALO ALTO

HUMBOLT WRIGHT FRANKLIN

FLOYD CHICKASAW

WINNESHIEK ALLAMAKEE

FAYETTE CLAYTON

BREMER

BUTLER

BLACK HAWK

CARROL

WOODBURY IDA SAC CALHOUN

HANCOCK CERRO GORDO

GREENE BOONE STORY MARSHALL

TAMA

GRUNDYHARDINHAMILTONWEBSTER

POWESHIEKJASPERPOLK

SCOTT

CLINTON

JACKSON

DUBUQUEDELAWAREBUCHANAN

JONES

CEDAR

LINN

BENTON

IOWA

JOHNSONHARRISON

POTTAWATTAMIE

MILLS

FREMONT

MADISON

DALLAS

GUTHRIEAUDUBON

SHELBY

CASS

ADAIR

UNIONADAMSMONTGOMERY

PAGE TAYLOR RINGGOLD

WAREN MARION

LUCASCLARKE

DECATUR WAYNE

LEE

DES MOINES

LOUISA

MUSCATINE

WASHINGTONKEOKUKMAHASKA

HENRY

JEFFERSONWAPELLOMONROE

APPANOOSE DAVIS VAN BUREN

IOWA COUNTY AND DISTRICT KEY

PROJECT:

Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010

SHEET

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Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010

(515) 239-1299

COUNTY: DISTRICT:

PROJECT NUMBER:

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:5 :5

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GARNER MW FACILITY

BG-1G32 (000)--80-41

280 Hwy 18E Garner, IA 50438

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28 JAN 25

BG-1G32 (000)--80-41

HANCOCK 2

0A_001

ARCHITECTURE

NO. SHEET NAME

0A_001 TITLE SHEET

0A_002 ARCHITECTURAL SITE PLAN

1A_000 GENERAL NOTES, LEGENDS & ABBREVIATIONS

1A_001 CODE PLAN

1A_002 WALL TYPES, SIGNAGE, & ADA

1A_100 FLOOR SLAB AND SUBGRADE DRAINAGE PLAN

1A_110 FLOOR PLAN

1A_111 ENLARGED CORE AREA

1A_200 DOOR / FRAME ELEVATIONS, DETAILS, SCHEDULES

1A_201 DOOR DETAILS

1A_300 EXTERIOR ELEVATIONS

1A_400 BUILDING SECTIONS

1A_401 WALL SECTIONS

1A_500 INTERIOR ELEVATIONS

1A_610 REFLECTED CEILING PLAN

1A_700 ROOF PLAN

1A_810 FIRST FLOOR EQUIPMENT

CIVIL

NO. SHEET NAME

C_101 NOTES AND LEGEND

C_110 EXISTING CONDITIONS AND DEMOLITION

C_200 SITE PLAN

C_400 SANITARY PLAN AND PROFILE

C_401 WATER PLAN AND PROFILE

C_402 WATER PLAN AND PROFILE

C_500 CIVIL DETAILS

TECHNOLOGY

NO. SHEET NAME

1T_000 TECHNOLOGY COVERSHEET

1T_010 SITE PLAN - TECHNOLOGY

1T_201 FIRST FLOOR PLAN - TECHNOLOGY

1T_202 EQUIPMENT PLATFORM PLAN - TECHNOLOGY

1T_300 TECHNOLOGY ENLARGED PLANS

1T_400 TECHNOLOGY DETAILS

1T_500 TECHNOLOGY DIAGRAMS

1T_600 TECHNOLOGY SCHEDULES

STRUCTURAL

NO. SHEET NAME

S_01 GENERAL NOTES

S_02 TESTING, INSPECTIONS AND OBSERVATIONS

S_101 FOUNDATION PLAN

S_102 SECOND FLOOR FRAMING PLAN

S_103 ROOF FRAMING PLAN

S_201 FOUNDATION DETAILS

S_202 STRUCTURAL FRAMING DETAILS

MECHANICAL

NO. SHEET NAME

1M_000 VENTILATION COVERSHEET

1M_201 FIRST FLOOR PLAN - VENTILATION

1M_203 ROOF PLAN - VENTILATION

1M_400 HVAC DETAILS

1M_500 HVAC DIAGRAMS

1M_600 HVAC SCHEDULES

PLUMBING

NO. SHEET NAME

1P_000 PLUMBING COVERSHEET

1P_200 UNDERFLOOR PLAN - PLUMBING

1P_201 FIRST FLOOR PLAN - PLUMBING

1P_203 ROOF PLAN - PLUMBING

1P_300 PLUMBING ENLARGED PLANS

1P_400 PLUMBING DETAILS

1P_401 PLUMBING DETAILS

1P_600 PLUMBING SCHEDULES

ELECTRICAL

NO. SHEET NAME

1E_000 ELECTRICAL COVERSHEET

1E_010 SITE PLAN - ELECTRICAL

1E_201 FIRST FLOOR PLAN - LIGHTING

1E_202 EQUIPMENT PLATFORM PLAN - LIGHTING

1E_211 FIRST FLOOR PLAN - POWER

1E_212 EQUIPMENT PLATFORM PLAN - POWER

1E_213 ROOF PLAN - POWER

1E_400 ELECTRICAL DETAILS

1E_401 ELECTRICAL DETAILS

1E_500 ELECTRICAL DIAGRAMS

1E_600 ELECTRICAL SCHEDULES

1E_700 ELECTRICAL PANEL SCHEDULES

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C om ple te

EXISTING MG

VERIFY W/ CIVIL EXISTING

FINISHED FLOOR 0'-0"

ELEVATION

15' - 0" 80' - 0" 15' - 0"

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E R

IF

Y

137' - 7"

57' - 7" 80' - 0"

64 X 80 MW BUILDING

FINISHED FLOOR 0' - 0" ELEVATION

TO MATCH EXISTING MG, VERIFY

W/ CIVIL

FROST STOOP

CONCRETE

APPROACH

FROST STOOP

FROST STOOP

CONCRETE

APPROACH

GRAVEL COVER

BETWEEN BUILDINGS

CONCRETE PAVING

BETWEEN BUILDINGS

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EXISTING SALT STORAGE

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D

UNDER GROUND ELEC.

FEED, VERIFY

W A

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WATER

WATER

W A

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R

W A

T E

R

WATER

WATER

SHEET

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Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010

(515) 239-1299

COUNTY: DISTRICT:

PROJECT NUMBER:

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BG-1G32 (000)--80-41

HANCOCK 2

0A_002

SITE GENERAL NOTES:

1. SEE CIVIL ENGINEERING DRAWINGS FOR ALL SITEWORK,

PAVING, DRIVES, GRADING, UTILITIES, ETC.

2. SEE CIVIL ENGINEERING DRAWINGS FOR ALTERNATE BID

PRICING

3. SEE ELECTRICAL DRAWINGS FOR UNDERGROUND

ELECTRICAL UTILITY LOCATIONS. UNDERGROUND PRIMARY

SERVICE WIRE AND CONDUIT BY UTILITY COMPANY.

ELECTRICAL CONTRACTOR NEEDS TO PROVIDE TRENCHING

AND BACKFILLING.

4. SEE ELECTRICAL DRAWINGS FOR CONCRETE PADS DETAILS

FOR GENERATOR AND TRANSFORMER. CONCRETE PADS

FURNISHED AND INSTALLED BY GENERAL CONTRACTOR.

5. SEE CIVIL PLANS FOR REPLACED AND NEW PAVING AND

ALTERNATES.

1" = 20'-0"0A_002

1 ARCHITECTURAL SITE PLAN

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ABBREVIATIONS:

A

A ASTRAGAL

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALUM ALUMINUM

& AND

APPROX APPROXIMATE

ARCH ARCHITECT

B

B BASE

BLDG BUILDING

BLKG BLOCKING

BO BY OTHERS

BOT BOTTOM

BRD BOARD

BRK BRICK

BSMT BASEMENT

BUR BUILT-UP ROOFING

C

C CARPET, CORNICE

CB CATCH BASIN

CFMF COLD FORMED METAL FRAMING

CH CEILING HEIGHT

CI CAST IRON

CJ CONTROL JOINT

CL CENTER LINE, CLOSET

CLG CEILING

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CORR CORRIDOR

CP CEILING PAINT

CT CERAMIC TILE

CVB COVED VINYL BASE

D

D DOOR, DRYER

DBL DOUBLE

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DIAG DIAGONOL

DIAM DIAMETER

DIM DIMENSION

DISP DISPOSAL

DTL DETAIL

DW DISHWASHER

DWG DRAWING

E

EA EACH

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATOIN

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

F

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FF FINISHED FLOOR, FACTORY FINISH

FIN FINISH

FL FLOOR

FOW FACE OF WALL

FT FOOT

FTG FOOTING

G

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GL GLASS/GLAZING

GWB GYPSUM WALL BOARD

GYP GYPSUM

GYP BD GYPSUM BOARD

H

HB HOSE BIB

HDW HARDWARE

HDWD HARDWOOD

HDPE HIGH DENSITY POLYETHYLENE

HM HOLLOW METAL

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATION, AIR CONDITIONING

I

ID INSIDE DIAMETER

INS INSULATE (D)

INT INTERIOR

IJ ISOLATION JOINT

J

JAN JANITOR

JT JOINT

K

KIT KITCHEN

L

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LT LIGHT

LT GA LIGHT GAUGE

LVR LOUVER

M

M MIRROR

MANUF MANUFACTURER FINISH

MAX MAXIMUM

MB MARBLE

MC MECHANICAL CONTRACTOR

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MOLDING

MTD MOUNTED

MTL METAL

N

NATF NATURAL FINISH

NIC NOT IN CONTRACT

NOM NOMINAL

NS NO SILL

NSF NET SQUARE FOOTAGE

NTS NOT TO SCALE

NUM NUMBER

O

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFF OFFICE

OH OPPOSITE HAND

OHD OVERHEAD DOOR

OPG OPENING

OPP OPPOSITE

P

P PAINT, PANEL MOLDING

PL PLASTIC LAMINATE

PLC POLYCARBONATE

PLYWD PLYWOOD

PNL PANEL

PR PAIR

PT POINT

PTD PAINTED

PTN PARTITION

PVC POLYVINYL CHLORIDE

Q

QT QUARRY TILE

R

R RISER, CHAIR RAIL, RADIUS

RD ROOF DRAIN

RE REFER TO

REF REFERENCE, REFRIDGERATOR

REINF REINFORCED

RESIL RESILIENT

RO ROUGH OPENING

REQ REQUIRED

REV REVISION

RM ROOM

S

SC SOLID CORE, SKIM COAT

SECT SECTION

SF SQUARE FEET

SH SHELVES

SHR SHOWER

SIM SIMILAR

SLR SEALER

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL, SERVICE SINK

ST STONE

STL STEEL

STN STAINED

STOR STORAGE

STRUC STRUCTURAL

T

T TREAD, DOOR OPENING, OR WINDOW TRIM

TEL TELEPHONE

TEMP TEMPERED

TF TRANSPARENT FINISH

THK THICKNESS

TOC TOP OF CONCRETE

TOW TOP OF WALL

-X TYPE X

TYP TYPICAL

U

UNO UNLESS NOTED OTHERWISE

UR URINAL

V

VCT VINYL COMPOSITE TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VT VINYL TILE

VTR VENT THROUGH ROOF

W

W WASHER

W/ WITH

WC WATER CLOSET, WALL COVERING

WD WOOD

WF WOOD FLOORING

W/O WITHOUT

WP WATERPROOF

WR WATER RESISTANT

WT WEIGHT

MATERIALS LEGEND:

ASPHALT

SOIL

GRAVEL

SAND GRAVEL

BRICK

CONCRETE

CMU

WOOD STUD

METAL STUD

BATT INSULATION

RIGID

PLYWOOD

GYPSUM

SYMBOLS LEGEND:

NORTH ARROW

A101

SIM

SECTION

SHEET NUMBER

A101

1Ref

1 R e f

1 R e f

1Ref

EXTERIOR ELEVATION

ELEVATION

SHEET NUMBER

A101

1 Ref

1 Ref

R e f

INTERIOR ELEVATION

ELEVATION

SHEET NUMBER

A101

SIM

DETAIL

SHEET NUMBER

Name Elevation

SPOT ELEVATION

1i WALL PARTITION TYPE

101 DOOR OPENING NUMBER

1t WINDOW TYPE

WINDOW OPENING NUMBER

Room name

ROOM NAME

ROOM NUMBER

R e f

GENERAL NOTES:

1. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (AIA DOCUMENT

A201 LATEST EDITION) WILL APPLY TO THIS CONTRACT.

2. DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONAL INFORMATION.

3. THE CONTRACTOR SHALL PREVIEW PLANS AND THE AREA OF CONSTRUCTION

CAREFULLY TO ENSURE FULL UNDERSTANDING OF EXACT SCOPE OF WORK.

4. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL CONDITIONS AND

DIMENSIONS IN THE FIELD AND NOTIFY THE D.O.T. PROJECT MANAGER OF ANY

DISCREPANCIES BEFORE PROCEEDING WITH ANY WORK. NO CHANGES SHALL BE

MADE TO ANY PLAN WITHOUT PRIOR COMMENT OF THE D.O.T. PROJECT MANAGER.

5. THE CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHTS, HEAT, AND

WATER THROUGHOUT THE SPACE UNDER CONSTRUCTION, IF REQUIRED.

6. THE CONTRACTORS SHALL REMOVE FROM THE BUILDING ALL RUBBISH AND WASTE

MATERIALS FROM THE CONSTRUCTION OF THE BUILDING.

7. ALL DRAWINGS AND CONSTRUCTION NOTES ARE COMPLEMENTARY AND WHAT IS

CALLED FOR BY ONE WILL BE AS BINDING AS IF CALLED BY ALL.

8. THE CONTRACTOR SHALL OBTAIN FULL KNOWLEDGE BY PERSONNEL AND CAREFUL

EXAMINATION OF ALL EXISTING CONDITIONS AT THE SITE AND OF ALL

REQUIREMENTS OF THE SPECIFICATIONS AND DRAWINGS. THE CONTRACTOR

HEREBY ACCEPTS ALL SUCH CONDITIONS AND REQUIREMENTS AND HEREBY

ASSUMES ALL RESPONSIBILITY AND COSTS RESULTING FROM THE CONTRACTOR'S

FAILURE TO OBTAIN KNOWLEDGE OF THEM.

9. WHERE THE TERM "OR EQUAL" IS USED IN SPECIFICATIONS, IT SHALL BE

UNDERSTOOD THAT THE REFERENCE IS MADE TO THE RULING JUDGEMENT OF THE

OWNER AND SHALL BE SUBMITTED TO THE PROJECT MANAGER.

10. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS. IF THERE

ARE DISCREPENCIES, CONTACT THE PROJECT MANAGER BEFORE PROCEEDING.

APPLIES TO ALL SHEETS

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PROJECT NUMBER:

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BG-1G32 (000)--80-41

HANCOCK 2

1A_000

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 licensed ARCHITECT under the laws of the state of Iowa.

Printed or typed name

Signature Date

License expires

Pages or sheets covered by this seal:

Date issued

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 licensed MECHANICALN ENGINEER under the laws of the state of Iowa.

Printed or typed name

Signature Date

License expires

Pages or sheets covered by this seal:

Date issued

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 licensed ELECTRICAL ENGINEER under the laws of the state of Iowa.

Printed or typed name

Signature Date

License expires

Pages or sheets covered by this seal:

Date issued

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 licensed CIVIL ENGINEER under the laws of the state of Iowa.

Printed or typed name

Signature Date

License expires

Pages or sheets covered by this seal:

Date issued

Steve Trost

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 licensed STRUCTURAL ENGINEER under the laws of the state of Iowa.

Printed or typed name

Signature Date

License expires

Pages or sheets covered by this seal:

Date issued

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1867 SF

WASH BAY

149 SF

UTILITY

284 SF

WELDING STATION 171 SF

OFFICE

69 SF

RR

69 SF

RR

MECHANICS BAY, WELDING STATION, UTL/MECH

& UTL/ELEC, OFFICE & PARTS COMBINED.

OL = 16

16 TOTAL EXITING

EF.E.

EF.E.

EE

F.E.F.E.

OL = 9

9 TOTAL EXITING

(O

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L L

B U

IL

D

IN

G

80' - 0" (OVERALL BUILDING)

99' -

/4

BUIL

DIN

G

D

IA

G O

NAL)

2 HR RATED WALL

THERE ARE NO EXISTING OPENINGS OR PENETRATIONS ON THIS WALL

3 HOUR WALL (FIRE BARRIER) , PRECAST

CONCRETE PANEL, (NO INSULATION) PER T707.3.10

EXISTING 1 HOUR WALL,

PRECAST CONCRETE T

CONSTRUCTION

90 MIN RATED DOOR AND FRAME

90 MIN. RATED

DOOR AND FRAME

90 MIN. RATED

DOOR AND FRAME

IMAGINARY PROPERTY LINE

64 SF

UTL.

SERVICE SINK

2435 SF

MECHANICS BAY

CODE REVIEW

APPLICABLE BUILDING CODE:

INTERNATIONAL BUILDING CODES

2015 INTERNATIONAL BUILDING CODE AS ADOPTED BY IOWA

ADMINISTRATIVE RULE CHAPTERS 661-201 AND 661-301

2015 INTERNATIONAL FIRE CODE AS ADOPTED BY IOWA ADMINISTRATIVE

RULE CHAPTERS 661-201

2012 INTERNATIONAL ENERGY CONSERVATION CODE AS ADOPTED BY IOWA

ADMINISTRATIVE RULE CHAPTERS 661-303

2010 AMERICANS WITH DISABILITIES ACT AS ADOPTED BY IOWA

ADMINISTRATIVE RULE CHAPTER 661-302

SMOKE AND CARBON MONOXIDE DETECTORS

SMOKE ALARMS/DETECTORS AS ADOPTED BY IOWA ADMINISTRATIVE RULE

CHAPTER 661-210 (EFFECTIVE JULY 1, 2021)

CARBON MONOXIDE ALARMS AS ADOPTED BY IOWA ADMINISTRATIVE RULE

CHAPTER 661-211

STATE CODES

STATE MECHANICAL CODE AS ADOPTED BY THE DEPARTMENT OF PUBLIC

HEALTH IOWA ADMINISTRATIVE RULE CHAPTER 641-61

STATE PLUMBING CODE AS ADOPTED BY THE DEPARTMENT OF PUBLIC

HEALTH IOWA ADMINISTRATIVE RULE CHAPTER 641-25

STATE ELECTRICAL CODE AS ADOPTED BY THE STATE ELECTRICAL

LICENSING BOARD IOWA ADMINISTRATIVE RULE CHAPTER 661-504

PLAN LEGEND:

E

FIRE EXTINGUISHERF.E.

3 HR WALL

1/8" = 1'-0"1A_001

2 CODE REVIEW PLAN

2015 IBC

CHAPTER 3 USE AND OCCUPANCY

EXISTING MG, 1980

311.2 MODERATE-HAZARD STORAGE, GROUP S-1

TYPE 2B

EXTERIOR WALLS - PRECAST CONCRETE PANELS

INTERIOR WALLS - PRECAST PANELS, CONCRETE BLOCK

ROOF STRUCTURE - PRECAST DOUBLE T PANELS

NON-SPRINKLED

NEW MW, 2024

311.2 MODERATE-HAZARD STORAGE, GROUP S-1

64 X 80 = 5120 SQ.FT.

EXTERIOR WALLS - INSULATED PRECAST CONCRETE PANELS

INTERIOR WALLS - NON INSULATED PRECAST PANELS, CONCRETE BLOCK

ROOF STRUCTURE - STEEL TRUSSES W/ STEEL DECKING

NON-SPRINKLED

CHAPTER 6 TYPES OF CONSTRUCTION

T 601 FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS

(HOURS)

TYPE VB = 0 FOR ALL CATEGORIES

602 CONSTRUCTION CLASSIFICATION

T 602 FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED

ON FIRE SEPARATION DISTANCE

EXISTING MG TO IMAGINARY PROPERTY LINE, = 7' - 8"

10 < X < 30, VB, S-1 = 0

NEW BUILDING TO IMAGINARY PROPERTY LINE = 3' - 0"

X < 5, S-1 = 2

CHAPTER 9 FIRE PROTECTION SYSTEMS

903.2.9 GROUP S-1

903.2.9.1 REPAIR GARAGES

AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT ALL

BUILDINGS CONTAINING A GROUP S-1 OCCUPANCY WHEREIN ON OF THE

FOLLOWING EXISTS:

4. A GROUP S-1 FIRE AREA USED FOR THE STORAGE OF COMMERCIAL

MOTOR VEHICLES WHERE THE FIRE AREA EXCEEDS 5000 SQ.FT.

THE S-1 SPACES ARE DIVIDED TO BELOW 5000 SQ.FT. WITH A 3HR SEPARATION.

WASH BAY = 1876 SQ.FT.

MECHANIC'S BAY = 2726 SQ.FT.

SPRINKLERS ARE NOT REQUIRED

908 EMERGENCY ALARM SYSTEMS

908.7 CARBON DIOXIDE SYSTEMS

CO2 ALARM SYSTEMS WILL BE INSTALLED I.A.W. SECTION 5307.5.2 OF THE

INTERNATIONAL FIRE CODE SHALL BE PROVIDED WHERE REQUIRED FOR

COMPLIANCE WITH SECTION 5307.5 IF THE INTERNATIONAL FIRE CODE.

CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES CONT.

707 FIRE BARRIERS

T707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER

ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS

OCCUPANCY = S1

FIRE-RESISTANCE RATING = 3HRS

722 CALCULATED FIRE RESISTANCE

FIGURE 7.22.2.1.2 FIRE RESISTANCE RATING OF TWO-WYTHE CONCRETE WALLS

T722.2.1.2 (1) VALUES OF RN0.59 FOR USE IN EQUATION 7-4

EQUATION 7-4

R=R10.59 + R20.59 +2.5

SILICEOUS AGGREGATE CONCRETE:

NEW BLDG, INSULATED PRECAST CONCRETE PANELS

3" CONCRETE = 9.5

3" INSULATION, SANDWICHED LAYER = 2.5

6" CONCRETE = 20.7

9.5+2.5+20.7 = 32.7

TABLE 722.2.1.2(2)

32.7, EXCEEDS 240 MIN (4HR)

722.2.1.2.2 FOAM PLASTIC INSULATION

INCH (25.4 MM) OR GREATER, FOR USE IN THE CALCULATION, IS 5 MINUTES;

THEREFORE RN0.59 = 2.5.

OL = XX

AREA BOUNDRY LINE

EXIT

X OCCUPANTS EXITING

OCCUPANT LOAD

CHAPTER 29 PLUMBING SYSTEMS

SECTION 2902 MINIMUM PLUMBING FIXTURES

T2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES

(SEE ALSO IPC T 403.1 MINIMUM NUMBER OR REQUIRED PLUMBING

FIXTURES)

CLASSIFICATION = STORAGE

OCCUPANCY = S-1

MALE = 1/100

FEMALE = 1/100

DRINKING FOUNTAINS (SEE ALSO 410 IPC) = 1/1000

OTHER = 1 SERVICE SINK

IPC 403.2 SEPARATE FACILITIES

WHERE PLUMBING FIXTURES ARE REQUIRED, SEPARATE FACILITIES SHALL

BE PROVIDED FOR EACH SEX. (NONE OF THE EXCEPTIONS APPLY HERE)

IPC 410 IPC DRINKING FOUNTAINS

410.3 PROVIDE HIGH AND LOW DRINKING FOUNTAINS

CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS

T 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE

S-1, TYPE 2B, NS = 55'

ACTUAL BUILDING HEIGHT = 26' TOP OF PRECAST

T 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE

S-1, TYPE 2B, NS = 2

ACTUAL BUILDING STORIES = 1

T506.2 ALLOWABLE AREA FACTOR IN SQFT

S-1, TYPE 2B, NS = 17,500

64 X 80 = 5120 SQ.FT.

CHAPTER 10 GENERAL MEANS OF EGRESS

1004 OCCUPANT LOAD

T 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT

WASH BAY (PARKING GARAGES) - GROSS SQ.FT./200

1876/200=9

MECHANICS BAY/WELDING STATION (PARKING GARAGES) - GROSS SQ.FT./200

2719/200=14

UTL./MECH & UTL. /ELEC. (ACCESSORY STORAGE) - GROSS SQ.FT/300

213/300=1

OFFICE/PARTS (BUSINESS AREA)- GROSS SQ.FT/100

171/100=1

TOTAL OCCUPANT LOAD = 25

T 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY

MAX OCCUPANT LOAD OF SPACE, S = 29

MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE (FEET)

W/O A SPRINKLER SYSTEM, OL ≤ 30 = 100'

ALL PATHS OF EGRESS ARE LESS THAN 100'

T 1006.3.1 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY

OCCUPANT LOAD PER STORY 1-500

MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS FROM STORY = 2

T 1017.2 EXIT ACCESS TRAVEL DISTANCE

S-1 W/ SPRINKLER SYSTEM = 250'

IMAGINARY PROPERTY LINE

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BG-1G32 (000)--80-41

HANCOCK 2

1A_001

CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES

704 FIRE RESISTANCE RATING OF STRUCTURAL MEMBERS

ALL STRUCTURAL MEMBERS TO BE PRECAST CONCRETE, RATINGS PER MFG.

1HR MIN.

705.3 BUILDINGS ON THE SAME LOT

BUILDINGS ARE SEPARATED BY 10'-8", I.A.W.

T 602 FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS

BASED ON FIRE SEPARATION DISTANCE

705.4 MATERIALS

EXTERIOR WALLS ARE 12" INSULATED PRECAST CONCRETE PANELS

T.705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE

SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION

FIRE SEPARATION DISTANCE = 10' TO LESS THAN 15', UNPROTECTED NON-

SPRINKLERED, 15% ALLOWABLE AREA

SOUTH WALL: 26' X 80' = 2080 TOTAL SQFT.

312 SQFT. ALLOWED OPENINGS

21 SQFT. ACTUAL OPENINGS

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1' - 0" 8"

OUTSIDEINSIDE

PRECAST

CONCRETE WITH

RIGID INSULATION

CMU BLOCK INTERIOR PRECAST

CONCRETE

PLUMBING CAVITY

8" CMU

6" 3" 3"

8"

8"8"8"

2' - 0"

1' - 0"

TEXT

RM. NUMBER (1" HIGH)

RM. NAME (5/8" HIGH)

BRAILLE

REMOVEABLE OCCUPANT

NAME SLOT (PRINTING BY

OTHERS)

M

IN

SIGN CENTERED ON

TACTILE CHARACTERS

TEXT 5/8" HIGH

SYMBOLS

18" MIN. CLEAR

DOOR OPENING, LATCH SIDE

TACTILE CHARACTERS

M

IN

T O

M

IR

R O

R E

D S

U R

F A

C E

MIRROR

SD

SOAP

DISPENSER

PAPER TOWEL

DISPENSER

PTD

TOLIET PAPER

DISPENSER

TPD

LAVATORY

(ALL TYPES)

WATER

CLOSET

WATER

COOLER

M

IN

MIRROR

M

IN

36" MIN 6" MAX.

42" MIN.

HORIZONTAL GRAB BAR

1' - 6"

12" MAX 42" MIN

54" MIN

39" - 41"

M

IN

HORIZONTAL & VERTICAL GRAB BAR

NON RECESSED DISPENSER LOCATION -

PROTRUDING DISPENSER BELOW GRAB BAR

F R

O N

T O

F T

O

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C .L

O

F D

IS

P

E N

S E

R

M

A X

54" MIN.

M

IN

42" MIN.

7" - 9"

M

IN

/2

M

IN

6" MIN

M

IN

PARTITION

M A

X

13 1/2" MIN

URINAL (WALL HUNG)

X

4" MAX

X

PROTRUDING OBJECTS

ELEVATION PLAN

M

IN

25" MAX

M

IN

M

IN

11" MIN

8" MIN

KNEE CLEARANCE

6" MAX

ELEVATION PLAN

M

IN

17" - 25"

TOE CLEARANCE

CLEAR

18" MIN.

C L E

A R

M

IN

CENTERED ON TACLILE CHARACTERS

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BG-1G32 (000)--80-41

HANCOCK 2

1A_002

E1

12" PRECAST INSULATED

8" CMU

8" PRECAST

24" CMU PLUMBING CHASE

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

WALL TYPES

ROOM SIGNS:

ROOM SIGN LOCATION:

ADA DETAILS:

PROJECT TO COMPLY WITH:

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN.

2017 ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

DETAILS PROVIDED REFERENCE ONLY

ROOM SIGNAGE NOTES:

1. SIGN LOCATIONS IAW CHAPTER 7

COMMUNICATION ELEMENTS AND

FEATURES

2. SEE PLANS FOR ROOM NAMES AND

NUMBERS

3. COORDINATE W/ OWNER FOR

FINAL APPROVAL

4. SEE ROOM SIGN LOCATION

DIAGRAM BELOW.

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C .J

C .J

C .J

C .J

C .J

C .J

DRAIN TILE, SEE CIVIL DRAWING

C .J

C .J

C .J

C .J

C .J

C .J

O

V E

R A

L L

A P

P R

O A

C H

O

V E

R A

L L

A P

P R

O A

C H

8' - 0" 8' - 0" 15' - 0"

1716 SF

WASH BAY

2270 SF

MECHANICS BAY

59 SF

R.R.

53 SF

UTL./ELEC.

106B

59 SF

R.R.

153 SF

OFFICE & PARTS

103270 SF

WELDING STATION

127 SF

UTL./MECH.

106A

VALLEY

VALLEY

VALLEY

VALLEY

T Y

P

TYP.

2' - 0"

12' - 0"

S L O

P E

SLOPE

S L O

L O

L O

DRAIN PIT, SEE MECH

S L O

L O

L O

L O

VALLEY VALL

EY

VALLEY VALLEY

VALLEY VALL

EY

VALLEY VALLEY

R

ID

G E

R

ID

G E

4" GRAVEL COVER

CONC. TIE DOWN ANCHORS, 10" SLAB

WITHIN 2' OF INSERTS PER MFG.

DRAIN PITS

CENTERED ON

OVHD. DOORS TYP.

DRAIN PITS

CENTERED ON

OVHD. DOORS TYP.

DRAIN PIT, SEE MECH

DRAIN PIT, SEE MECH DRAIN PIT, SEE MECH

VALLEY

VALLEY

VALLEY

VALLEY

80' - 0" OVERALL BUILDING

40' - 0" 40' - 0"

20' - 6" 19' - 6" 19' - 6" 20' - 6"

4' - 8"

3' - 4"

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(515) 239-1299

COUNTY: DISTRICT:

PROJECT NUMBER:

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BG-1G32 (000)--80-41

HANCOCK 2

1A_100

3/16" = 1'-0"1A_100

1 FLOOR SLAB AND SUBGRADE DRAINAGE PLAN

1. 4"⌀ PERFORATED POLY DRAIN TILE WITH FILTER SOCK. SET ON EXISTING SUBGRADE @

EXTERIOR FOOTING ELEVATION. COORDINATE TO NEW FOR OTHER PIPING AND PLUMBING

ITEMS BELOW SLAB.COVER WITH 12" FREE DRAINING FILL AT SIDES AND ABOVE.

2. COORDINATE LOCATION OF DRAIN TILE TO AVOID CONFLICT WITH OTHER PLANNED

PLUMBING, ELECTRICAL, GAS AND OTHER APPURTENANCES. PROVIDE SLEEVES,

CONNECTIONS AND ALL FITTINGS.

3. COORDINATE ALL C.J. W/ STRUCTURAL

4. RIDGE AND VALLEY LINES ARE SHOWN FOR PLACEMENT, DO NOT CUT OR FORM JOINTS AT

THESE LOCATIONS

LEGEND:

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1A_400

1A_400

1A_400

1A_400

1A_401

CONCRETE APPROACH -

SEE CIVIL DRAWINGS

E1

15' - 0" (APPROACH) 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"

(O

V E

R A

L L

B U

IL

D

IN

G

1716 SF

WASH BAY

2270 SF

MECHANICS BAY

2" FIRE HOSE

E1

E1

59 SF

R.R.

53 SF

UTL./ELEC.

106B

THRU-WALL WEDLING EXHAUST

59 SF

R.R.

103A

105A104A

106A2

1A_700

15' - 0" (APPROACH) 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 15' - 0" (APPROACH)

80' - 0" (OVERALL BUILDING)

102D

W1

101A 101B

102B

1A_400

1A_400

1A_400

1A_400

BOLLARD(S) TYP.

15' - 6"

9' - 9" 9' - 9" 9' - 9" 9' - 9" 9' - 9" 9' - 9" 7' - 10" 3' - 4" 8' - 4"

E1

E1

153 SF

OFFICE & PARTS

COLD HOSE

BIB @ 48"

A.F.F.

COLD HOSE BIB @ 48" A.F.F.

102A

(O

V E

R A

L L

B U

IL

D

IN

G

80' - 0" (OVERALL BUILDING)

1A_111

25' - 4" 52' - 8"

3' - 4" 3' - 4"

CONCRETE APPROACH -

SEE CIVIL DRAWINGS

EXISTING MG

ROOF ACCESS

LADDER

CENTER ON

PANEL SEE

DETAIL

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

A

P P

R O

A C

H

(A

P P

R O

A C

H

16' - 8" 16' - 8" 19' - 4"

E1E1E1E1 E1E1 E1

78' - 0"

4' - 8"

6' - 8" 3' - 4"

10' - 0"

270 SF

WELDING STATION

4" GRAVEL COVER

10' - 0"

CONC. TIE DOWN ANCHORS, 10" SLAB

WITHIN 2' OF INSERTS PER MFG.

T Y

P

TYP.

2' - 0"

1' - 0"

1' - 0" 1' - 0"

1A_400

1A_400

1A_400

1A_400

20' - 0" 38' - 0" (CEILING MOUNTED CRANE) 20' - 0"

102E

FROST STOOP,

DETAILS PER

STRUCTURAL

FROST STOOP, DETAILS

PER STRUCTURAL

FROST STOOP, DETAILS

PER STRUCTURAL

FROST STOOP, DETAILS

PER STRUCTURAL

1A_401

101C

102C

127 SF

UTL./MECH.

106A

106A1

1' - 0" 3' - 4" 8' - 4"

8' - 0" 8' - 0"

11' - 8"

(C

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IN

G

M O

U N

T E

D C

R A

N E

CEILING MOUNTED CRANE

EMG

2' - 4" 3' - 4" 2' - 4"

8' - 0"

FLOOR NOTE:

FLOOR LINES INDICATE A CHANGE IN SLOPE

DIRECTION OR CENTER LINES AND ARE NOT

CONTROL JOINTS. VERIFY CONTROL JOINTS

W/ STRUCTURAL. DO NOT CUT.

1' - 0" 1' - 0"

1' - 0"

1' - 0"

1' - 0"

1' - 0"

1' - 0"

1' - 0" 1' - 0"

1' - 0"

1' - 0"

1' - 0"

1' - 0" 1' - 0"

10' - 0"

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PROJECT NUMBER:

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28 JAN 25

BG-1G32 (000)--80-41

HANCOCK 2

1A_110

3/16" = 1'-0"1A_110

1 FLOOR PLAN

GENERAL NOTES:

1. SEE STRUCTURAL DRAWINGS FOR INTERIOR LINTELS @ CMU WALLS AND EXTERIOR STOOPS

2. FOR PLACEMENT OF RESTROOM FIXTURES SEE ADA DETAILS 1A_002.

3. FOR DOOR AND WINDOW SCHEDULES AND ELEVATIONS SEE SHEET 1A_200.

4. ALL EXPOSED/VISIBLE CORNERS AND OPENINGS ON CONCRETE MASONRY WALLS SHALL BE

BULLNOSE.

5. FINISH MASONRY EDGE AGAINST CONCRETE. CAULK 1/2" JOINT TO MATCH MASONRY.

6. FOR ROOM FINISH SCHEDULE SEE SHEET 1A_200.

7. FOR CONCRETE SLAB ISOLATION AND CONTROL JOINTS SEE STRUCTURAL DRAWINGS.

8. SEE CODE REVIEW DRAWING SHEET 1A_001 FOR FIRE EXTINGUISHER LOCATIONS.

9. ALL CMU WALLS AT OFFICE AREA OF BUILDING TO BE CONSTRUCTED TO A HEIGHT OF 9'-4" A.F.F.

10. FOR WALL TYPES SEE SHEET 1A_002.

11. FURNISH AND INSTALL 4'X8'X3/4" THICK A-C FIRE RETARDENT TREATED PLYWOOD ON ONE

WALL IN COMMUNICATION ROOM. FINAL LOCATION AND MOUNTING HEIGHT TO BE VERIFIED

PRIOR TO INSTALL.

12. OUTSIDE & INSIDE BOLLARD TO HAVE PLASTIC BOLLARD SLEEVE PER SPECIFICATIONS.

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1A_5007

8" 15' - 4" 8" 7' - 4" 8" 8" 8" 7' - 4" 8" 18' - 8"

53 SF

UTL./ELEC.

106B

59 SF

R.R.

59 SF

R.R.

153 SF

OFFICE & PARTS

1716 SF

WASH BAY

2270 SF

MECHANICS BAY

SHELVES DOT

FURNISHED AND

INSTALLED

AIR

COMP.

COMMS.

CABINET

52' - 8"

52' - 8"

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

SHELVES DOT

FURNISHED AND

INSTALLED

SHELVES DOT

FURNISHED AND

INSTALLED

S H

E L V

E S

D O

T

F U

R N

IS

H

E D

A N

D

IN

T A

L L E

D

S H

E L V

E S

D O

T

F U

R N

IS

H

E D

A

IN

T A

L L E

D

E1

16' - 8" 16' - 8" 19' - 4"

E1

5' - 4" 2' - 9" 2' - 11" 5' - 8"

EYE WASH STATION

DOUBLE DRINKING FOUNTAIN

2 SIM,OPP

3 SIM,OPP

4 SIM,OPP

1A_111

105A104A

106A2

103AW1

ø 5' - 0"

1A_500

5' - 4" 8" 12' - 8"

9' - 9" 9' - 9"

22 X 23

SERVICE

SINK

127 SF

UTL./MECH.

106A1A_500

3 2

1A_5005 4

1A_500

DESK, N.I.C.

1' - 0" 3' - 4" 8' - 4"

W A

T E

R M

A

IN

A N

D V

A L V

E S

A N

D M

E T

E R

S

GAS POINT OF CONNECTION

ELEC. PANEL

102D

106A1 ø 5' - 0"

S H

E L F

S H

E L F

P.T.D.

T.P.D.

S.D.

P.T.D.

T.P.D.

S.D.

1' - 6" CLR.1' - 6" CLR.

VERIFY CONDUIT

LOCATION W/ ELEC.

E L E

C P

A N

E L

PRESSURE

WASHER

SOAP

BARREL

BOOSTER

PUMP &

MONITOR/

CONTROLS

106B1

CAB. HINGE

CAB. DOOR

CLEAR

1' - 6"

CLEAR

1' - 6"

CLEAR

1' - 6"

CLEAR

1' - 6"

3068 SF

EQUIPMENT

PLATFORM

1716 SF

WASH BAY

2270 SF

MECHANICS BAY

16' - 8" 16' - 8" 19' - 4"

52' - 8"

SAFETY CHAIN

GATE W/ LATCH1.5" DIA. SAFETY PIPE RAILING

4' - 6" 4' - 6"

/4

4' - 11" 4' - 11" 4' - 11" 3' - 0" 1' - 6"COORDINATE ALL DECK PENETRATIONS WITH MECH., ELEC. AND PLUMBING

CMU WALLS BELOW, TYP.

SOUND PANELS, TYP.

AIR

DRYER

WATER

HEATER

28' - 3 3/4" (OVERALL SAFETY RAIL SYSTEM)

CONFIRM LOCATION WITH MEP

SHEET

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BG-1G32 (000)--80-41

HANCOCK 2

1A_111

1/2" = 1'-0"1A_111

1 ENLARGED CORE AREA PLAN

1/2" = 1'-0"1A_111

16 EQUIPMENT PLATFORM, PLAN

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TYPE F1

2" 3' - 0"

2"

WINDOW TYPE NOTES:

TYPE W1

INTERIOR

(SEE SCHEDULE AND PLAN), NON-INSULATED, HM FRAME, 16 GA., TEMPERED GLASS, FACTORY PRIME

AND FIELD PAINT.

FRAME TYPE NOTES:

TYPE F1

INTERIOR

(SEE SCHEDULE AND PLAN), NON-INSULATED, 16 GA., FACTORY PRIME, FIELD PAINT.

TYPE F2

EXTERIOR

(SEE SCHEDULE AND PLAN), INSULATED, THERMALLY BROKEN, INSULATED, HM FRAME, 16 GA.

FACTORY PRIME, FIELD PAINT.

TYPE F3 RATED

INTERIOR

(SEE SCHEDULE AND PLAN), 90 MIN RATED, NON-INSULATED 16 GA. FACTORY PRIME AND FIELD PAINT.

2" 3' - 0"

2"

1A_201

1A_201

1A_201

1A_201

1A_201

TYPE F2

1A_201

2" 3' - 0"

2"

1A_201

TYPE W1

3' - 4"

3' - 4"3' - 4"

TYPE F3

RATED

2" 3' - 0"

2"

3' - 4"

1A_201

1A_201

1A_201

SIM.

TYPE D2

3' - 0"

6"

3' - 0"

6"

TYPE D4

RATED

2' - 0" 6"

TYPE OH1

16' - 0"

1A_201

1A_201

TYPE D3

3' - 0"

DOOR TYPE NOTES:

TYPE D1

INTERIOR

(SEE SCHEDULE AND PLAN), NON-INSULATED, HM DOOR, 16 GA., TEMPERED GLASS,

FACTORY PRIME AND FIELD PAINT. SEE SPEC FOR HARDWARE

TYPE D2

EXTERIOR

(SEE SCHEDULE AND PLAN), INSULATED, HM DOOR, 16 GA., INSULATED, TEMPERED GLASS,

FACTORY PRIME AND FIELD PAINT. SEE SPEC FOR HARDWARE

TYPE D3

INTERIOR

(SEE SCHEDULE AND PLAN), NON-INSULATED, HM DOOR, FACTORY PRIME AND FIELD PAINT.

SEE SPEC FOR HARDWARE

TYPE D4

INTERIOR

(SEE SCHEDULE AND PLAN), 90 MIN. RATED, INSULATED, HM DOOR, 16 GA. 6" X 27" FIRE

GLASS, FACTORY PRIME AND FIELD PAINT. SEE SPEC FOR HARDWARE

TYPE OH1

EXTERIOR

INSULATED SECTIONAL OVERHEAD DOOR W/VIEWING LITES, SEE SPEC.

3' - 0"

6" 6"

TYPE D1

1A_201

SHEET

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PROJECT NUMBER:

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BG-1G32 (000)--80-41

HANCOCK 2

1A_200

DOOR AND FRAME NOTES

SEE SPEC

ABBREVIATIONS

HM - HOLLOW METAL

STL - STEEL

TEMP - TEMPERED GLASS

LOC. - LOCATION

MTL. - MATERIAL

MFG. FIN. - MANUFACTURER FINISH

ROOM FINISH SCHEDULE

NO ROOM NAME FLR BASE

WALLS

CIELING HEIGHT NOTESN S E W

101 WASH BAY F1 N/A W1/SAP1 W1/SAP1 W1/SAP1 W1/SAP1 C2 VARIES SEE SPEC.

102 MECHANICS BAY F1 N/A W1/SAP1 W1/SAP1 W1/SAP1 W1/SAP1 C2 VARIES SEE SPEC.

103 OFFICE & PARTS F2 N/A W1 W1 W1 W1 C1 9'-4" SEE SPEC.

104 R.R. F2 N/A W2 W2 W2 W2 C1 9'-4" SEE SPEC.

105 R.R. F2 N/A W2 W2 W2 W2 C1 9'-4" SEE SPEC.

106A UTL./MECH. F1 N/A W1 W1 W1 W1 C1 9'-4" SEE SPEC.

106B UTL./ELEC. F1 N/A W1 W1 W1 W1 C1 9'-4" SEE SPEC.

107 EQUIPMENT PLATFORM F1 N/A W1/SAP1 N/A W1/SAP1 W1/SAP1 C2 VARIES SEE SPEC.

108 WELDING STATION F1 N/A W1/SAP1 N/A W1 W1/SAP1 C2 VARIES SEE SPEC.

EMG EXIST. MG N/A N/A N/A N/A N/A N/A N/A N/A N/A

ROOM TYPE KEY:

FLOORS:

F1 - SMOOTH STEEL TROWEL FINISH CONCRETE W/ PROTECTIVE COATING/SEALED

F2 - POLISHED CONCRETE, SEALED

WALLS:

W1 - PRIME AND PAINT

W2 - PRIME AND PAINT, EXPOXY PAINT

SOUND ABSORBATION PANELS:

SAP1 - PANELS ABOVE GARAGE DOOR WALLS FROM 15' AFF TO 19' AFF. SEE DWGS.

CEILING:

C1 - PRIME AND PAINT EXPOSED DECK

C2 - STEEL TRUSS AND METAL DECK, SEE SPEC.

DOOR & FRAME SCHEDULE

NO ROOM

DOOR FRAME

NOTESLOC. RTG. W. H. TYPE MATL. / FIN. THK. GLAZ. TYPE RTG. MATL./ FIN. W. H. THK.

101A WASH BAY EXT. N/A 16' - 0" 14' - 0" OH1 STL./MFG. FIN. 2" VIEWING LITES N/A N/A N/A N/A N/A N/A SEE SPEC

101B WASH BAY EXT. N/A 16' - 0" 14' - 0" OH1 STL./MFG. FIN. 2" VIEWING LITES N/A N/A N/A N/A N/A 8 3/4" SEE SPEC

101C WASH BAY EXT. N/A 3' - 0" 7' - 0" D2 HM / PAINT 1 3/4" 30"x30" TEMP. INSUL. F1 N/A HM / PAINT 3'-4" 7'-4" 8 3/4" SEE SPEC

102A MECHANICS BAY EXT. N/A 3' - 0" 7' - 0" D2 HM / PAINT 1 3/4" 30"x30" TEMP. INSUL. F1 N/A HM/PAINT 3'-4" 7'-4" 8 3/4" SEE SPEC

102B MECHANICS BAY EXT. N/A 16' - 0" 14' - 0" OH1 STL./MFG. FIN. 2" VIEWING LITES N/A N/A N/A N/A N/A N/A SEE SPEC

102C MECHANICS BAY EXT. N/A 16' - 0" 14' - 0" OH1 STL./MFG. FIN. 2" VIEWING LITES N/A N/A N/A N/A N/A N/A SEE SPEC

102D MECHANICS BAY EXT. N/A 3' - 0" 7' - 0" D1 HM / PAINT 1 3/4" 30"x30" TEMP. INSUL. F1 N/A HM / PAINT 3'-4" 7'-4" 8 3/4" SEE SPEC

102E MECHANICS BAY EXT. 90 MIN. 3' - 0" 7' - 0" D3 HM / PAINT 1 3/4" 6"x27" FIRE GLASS F2 90 MIN. HM / PAINT 3'-4" 7'-4" 8 3/4" SEE SPEC

103A OFFICE & PARTS INT. N/A 3' - 0" 7' - 0" D1 HM / PAINT 1 3/4" 30"x30" TEMP F1 N/A HM / PAINT 3'-4" 7'-4" 8 3/4" SEE SPEC

104A R.R. INT. N/A 3' - 0" 7' - 0" D2 HM / PAINT 1 3/4" N/A F1 N/A HM / PAINT 3'-4" 7'-4" 8 3/4" SEE SPEC

105A R.R. INT. N/A 3' - 0" 7' - 0" D2 HM / PAINT 1 3/4" N/A F1 N/A HM / PAINT 3'-4" 7'-4" 8 3/4" SEE SPEC

106A1 UTL./MECH. INT. N/A 3' - 0" 7' - 0" D1 HM / PAINT 1 3/4" 30"x30" TEMP. F1 N/A HM / PAINT 3'-4" 7'-4" 8 3/4" SEE SPEC

106A2 UTL./MECH. INT. 90 MIN. 3' - 0" 7' - 0" D3 HM / PAINT 1 3/4" N/A F2 90 MIN. HM / PAINT 3'-4" 7'-4" 8 3/4" SEE SPEC

106B1 UTL./ELEC. INT. N/A 3' - 0" 7' - 0" D3 HM / PAINT 1 3/4" N/A F1 N/A HM/PAINT 3'-4" 7'-4" 8 3/4" SEE SPEC

EMG EXISTING MG EXT. 90 MIN. 3' - 0" 7' - 0" D3 HM / PAINT 1 3/4" 6"x27" FIRE GLASS F2 90 MIN. HM / PAINT 3'-4" 7'-4" 8 3/4" SEE SPEC

GENERAL FINISH NOTES:

1. METAL DOOR JAMBS AND WINDOW FRAMES: PAINT FINISH

ENAMEL COLOR TO BE SELECTED FROM MFG. STANDARDS

2. METAL DOORS: ENAMEL COLOR TO BE SELECTED FROM MFG.

STANDARDS

3. EXPOSED METAL FABRICATIONS: ENAMEL COLOR TO BE

SELECTED FROM MFG. STANDARDS

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INSULATED PRECAST

CONCRETE WALL FACTORY INSTALLED

BLOCKING

SEALANT W/BACKER ROD

CONT. AT PERIMETER

BOTH SIDES, TYP.

DRIP REVEAL

THERMALLY BROKEN HOLLOW

METAL DOOR FRAME. FILL W/

EXTR. POLYSTYRENE RIGID

INSULATION

EXTERIOR INTERIOR

1"

8 3/4"

INSULATED DOOR AS SCHEDULED

1' - 0"

INSULATED PRECAST

CONCRETE WALL

TREATED 2X (TYP.)

DOOR TRACK ASSEMBLY

DOOR ROLLER AND

MOUNTING BRACKET

INSULATED OVERHEAD

DOOR AS SCHEDULED

NEOPRENE DOOR GASKET SEAL

INTERIOR

EXTERIOR

INSULATED PRECAST

CONCRETE WALL

TREATED 2X (TYP.)

PER DOOR MFG.

ROLLER TRACK

INSULATED OVERHEAD DOOR AS SCHEDULED

MOUNTING BRACKET1/2" CHAMFER

NEOPRENE DOOR GASKET SEAL

INTERIOREXTERIOR

DRIP REVEAL

1"

1' - 0"

SEALANT W/BACKER ROD

CONT. AT PERIMETER

BOTH SIDES TYP.

FACTORY INSTALLED BLOCKING

ANCHOR PER MFG.

THERMALLY BROKEN

HOLLOW METAL FILL W/

EXTRUDED POLYSTYRENE

RIGID INSULATION

EXTERIOR

INTERIOR

/4

INSULATED PRECAST

CONCRETE PANEL

THRESHOLD, ANCHOR PER MFG.

EXTERIOR INTERIOR

THERMALLY BROKEN

H.M. FRAME AS SCHEDULED

INSULATED DOOR AS SCHEDULED 1' - 0"

8 3/4"

3"

FOOTING, SEE STRUCTURAL

EXTERIOR SLAB INTERIOR SLAB

INSULATED PRECAST

CONCRETE PANEL

TRACK ASSEMBLY

1/2" EXPANSION JOINT W/ SEALANT CAP

EXTERIOR INTERIOR

FOOTING SEE STRUCTURAL

INSULATED OVERHEAD

DOOR AS SCHEDULED

DOOR WEATHER SEAL

1' - 0"

SLOPED CONCRETE

APPROACH

SEAL AT BOTTOM OF DOOR

GARAGE FLOOR SLAB

SEE STRUCTURAL

SLOPED EDGE SEE STRUCURAL

1' - 0"

GROUTED HM FRAME

8" CMU SEALANT AT PERIMETER

BOTH SIDES, TYP.

GLAZING AS SCHEDULED

/4

INTERIOR

INTERIOR

2"

GROUTED HM FRAME

8" CMU BOND BEAM SEE STRUCTURAL

SEALANT AT PERIMETER

BOTH SIDES, TYP.

GLAZING AS SCHEDULED

8 3/4"

GROUTED HM FRAME

8" CMU

SEALANT AT PERIMETER

BOTH SIDES, TYP.

DOOR AS SCHEDULED

INTERIOR

ANCHOR PER MFG.

/4

INTERIOR

2"

GROUTED HM FRAME

CMU BOND BEAM SEE STRUCT.

SEALANT AT PERIMETER

BOTH SIDES TYP.

DOOR AS SHEDULED

8 3/4"

INTERIOR INTERIOR

8" PRECAST CONCRETE WALL

SEALANT W/BACKER ROD

CONT. AT PERIMETER

BOTH SIDES, TYP.

GROUTED H.M. FRAME

INTERIOR INTERIOR

8 3/4"

DOOR AS SCHEDULED

ANCHOR PER MFG.

8"

8" PRECAST CONCRETE WALL

SEALANT W/BACKER ROD

CONT. AT PERIMETER

BOTH SIDES, TYP.

GROUTED H.M. FRAME

INTERIOR

INTERIOR

/4

2"

DOOR AS SCHEDULED

ANCHOR PER MFG.

SHEET

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PROJECT NUMBER:

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BG-1G32 (000)--80-41

HANCOCK 2

1A_201

1 1/2" = 1'-0"1A_201

1 INSUL. DOOR HEAD DETAIL, EXT.

1 1/2" = 1'-0"1A_201

7 DOOR JAMB DETAIL, INSUL. OVERHEAD DOOR, EXT.

1 1/2" = 1'-0"1A_201

2 DOOR HEAD DETAIL INSUL. OVERHEAD DOOR EXT.

1 1/2" = 1'-0"1A_201

6 INSUL. JAMB DETAIL, EXT.

1 1/2" = 1'-0"1A_201

11 INSULATED STOOP/SILL DETAIL, EXT.

1 1/2" = 1'-0"1A_201

12 DOOR SILL DETAIL, INSUL. OVERHEAD DOOR, EXT.

1 1/2" = 1'-0"1A_201

8 WINDOW JAMB DETAIL, INT. CMU

1 1/2" = 1'-0"1A_201

3 WINDOW HEAD AND SILL 2" DETAIL, INT. CMU

1 1/2" = 1'-0"1A_201

9 DOOR JAMB DETAIL, INT. CMU

1 1/2" = 1'-0"1A_201

4 DOOR HEAD DETAIL, INT. CMU

1 1/2" = 1'-0"1A_201

5 DOOR HEAD DETAIL, INT. PRECAST

1 1/2" = 1'-0"1A_201

10 DOOR JAMB DETAIL, INT. PRECAST

N O

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FINISH FLOOR

0"

TOP OF PRECAST

26' - 0"

(R E

V E

A L

(R E

V E

A L

(R E

V E

A L

TOP OF EXIST MG PRECAST

22' - 0"

TOP OF EXIST MG FLOOR

0"

EQ EQEQ EQ

9' - 2"

T Y

P

2' - 0" 26' - 0" 14' - 0" 18' - 0" 4' - 0"

102C 101B 102D

6' - 0" 16' - 0" 8' - 0" 6' - 0" 8' - 0" 16' - 0" 4' - 0"

10' - 8" 64' - 0" (OVERAL BUILDING)

COORDINATE SCUPPER

LOCATION W/ . TYP.

OVHD DOOR

14' - 0"

EXHAUST FANS VERIFY W/ MECH. EXHAUST FANS VERIFY W/ MECH.

2' - 4" 3' - 4" 2' - 4"

12" X 12" X 6" BOX & 2-WAY

ANTENNA COORDINATE LOCATION

W/ IDOT

EQ EQ

EXHAUST, VERIF W/ MECH.

FINISH FLOOR

0"

TOP OF PRECAST

26' - 0"

15' - 0"

101C

(R E

V E

A L

(R E

V E

A L

10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"

80' - 0" (OVERAL BUILDING)

(V E

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IF

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/2

(V E

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IF

Y W

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EXHAUST, VERIFY

W/ MECH.

3' - 4" 6' - 8"

EXHAUST, VERIFY W/ MECH.

EXHAUST, VERIFY W/ MECH.

FINISH FLOOR

0"

TOP OF PRECAST

26' - 0"

TOP OF EXIST MG PRECAST

22' - 0"

TOP OF EXIST MG FLOOR

0"

102A 102B101A

4' - 0" 16' - 0" 8' - 0" 6' - 0" 8' - 0" 16' - 0" 6' - 0" 9' - 2"

(R E

V E

A L

(R E

V E

A L

(R E

V E

A L

64' - 0" (OVERAL BUILDING) 10' - 8"

OVHD DOOR

14' - 0"

EQ EQ EQ EQEQ EQ

2' - 4" 3' - 4" 2' - 4"

EXHAUST, VERIF W/ MECH.

FINISH FLOOR

0"

TOP OF PRECAST

26' - 0"

(R E

V E

A L

(R E

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(R E

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102E

10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"

80' - 0" (OVERAL BUILDING)

/2

V E

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3' - 4"3' - 4"3' - 4"

EXHAUST, VERIFY W/ MECH. EXHAUST, VERIFY W/ MECH.

FINISH FLOOR

0"

TOP OF EXIST MG PRECAST

22' - 0"

TOP OF EXIST MG FLOOR

0"

4' - 0" 4' - 0"

8' - 0"

EMG

SHEET

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COUNTY: DISTRICT:

PROJECT NUMBER:

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BG-1G32 (000)--80-41

HANCOCK 2

1A_300

1/8" = 1'-0"1A_300

1 EAST ELEVATION

1/8" = 1'-0"1A_300

2 NORTH_ELEVATION

1/8" = 1'-0"1A_300

4 WEST ELEVATION

1/8" = 1'-0"1A_300

3 SOUTH ELEVATION

1/8" = 1'-0"1A_300

5 NEW DOOR AT EXISTNG MG

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0"

Knee Wall 2' - 0"

TOP OF PRECAST

26' - 0"

ACCOUSTIC PANELS TYP.

TOP OF EXIST MG PRECAST

22' - 0"

TOP OF EXIST MG FLOOR

0"

2270 SF

MECHANICS BAY

1716 SF

WASH BAY

EXISTING MG

AVAILABLE CRANE LIFT

17' - 0"

102C 102D

101B

53 SF

UTL./ELEC.

106B

ROOF TRUSSES, SEE STRUCTURAL

OVHD DOOR

14' - 0"

SAFTEY RAILING

TROLLEY HOIST BEAM

19' - 6"

30' - 0" (CEILING MOUNTED CRANE)

EXHAUST FANS SEE MECHANICAL EXHAUST FANS SEE MECHANICAL

ACCOUSTIC PANELS TYP.

ACCOUSTIC

PANELS TYP.

106B1

MECHANICAL LEVEL

9' - 10"

MECHANICAL LEVEL

9' - 10"

FINISH FLOOR

0"

FINISH FLOOR

0"

TROLLEY HOIST

TOP OF PRECAST

26' - 0"

TOP OF PRECAST

26' - 0"

ACOUSTIC PANELS TYP.

AVAILABLE CRANE LIFT

17' - 0"

AVAILABLE CRANE LIFT

17' - 0"

2270 SF

MECHANICS BAY

3068 SF

EQUIPMENT

PLATFORM

/2

WELDING STATION

277 SF

105A104A103A

W1

102B 102C

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ROOF TRUSSES, SEE STRUCTURAL

(V E

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" OVHD DOOR

14' - 0"

OVHD DOOR

14' - 0"

106A1

TROLLEY HOIST BEAM

19' - 6"

TROLLEY HOIST BEAM

19' - 6"

20' - 0"38' - 0" (CEILING MOUNTED CRANE)20' - 0"

BOLLARD(S) TYP.(S

E

E E

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O R

H E

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H

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ROOF DRAINS SEE ROOF PLAN, COORDINATE

PATH OF TRAVEL THOUGH THE BUILDING

EXHAUST FAN SEE MECHANICAL

SAFTEY RAIL SYSTEM W/GATE

FINISH FLOOR

0"

TOP OF PRECAST

26' - 0"

ACOUSTIC PANELS TYP.

ACOUSTIC PANELS TYP.

TOP OF EXIST MG PRECAST

22' - 0"

TOP OF EXIST MG FLOOR

0"

EXISTING MG

10' - 8"

9' - 2"

AVAILABLE CRANE LIFT

17' - 0"

1716 SF

WASH BAY

2270 SF

MECHANICS BAY

270 SF

WELDING STATION

10' - 8"

9' - 2"

101A 102A

102B

ACOUSTIC PANELS TYP.

OVHD DOOR

14' - 0"

TROLLEY HOIST BEAM

19' - 6"

30' - 0" (CEILING MOUNTED CRANE)

ROOF TRUSSES, SEE STRUCTURAL

FINISH FLOOR

0"

FINISH FLOOR

0"

TOP OF PRECAST

26' - 0"

TOP OF PRECAST

26' - 0"

BOLLARD(S) TYP.

1716 SF

WASH BAY

ACOUSTIC PANELS TYP.

101B

101C

101A

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ROOF TRUSSES, SEE STRUCTURAL

OVHD DOOR

14' - 0"

OVHD DOOR

14' - 0"

(S E

E E

L E

C F

O R

H E

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H

T T

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ROOF DRAINS SEE ROOF PLAN, COORDINATE

PATH OF TRAVEL THOUGH THE BUILDING

EXHAUST FAN SEE MECHANICAL

FINISH FLOOR

0"

FINISH FLOOR

0"

TOP OF PRECAST

26' - 0"

TOP OF PRECAST

26' - 0"

1A_401

1716 SF

WASH BAY

ACOUSTIC PANELS TYP.

106A2

101A101B

(V E

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IF

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ROOF TRUSSES, SEE STRUCTURAL

OVHD DOOR

14' - 0"

OVHD DOOR

14' - 0"

BOLLARD(S) TYP.

ROOF DRAINS SEE ROOF PLAN, COORDINATE

PATH OF TRAVEL THOUGH THE BUILDING

EXHAUST FAN SEE MECHANICAL

FINISH FLOOR

0"

FINISH FLOOR

0"

TOP OF PRECAST

26' - 0"

TOP OF PRECAST

26' - 0"

AVAILABLE CRANE LIFT

17' - 0"

AVAILABLE CRANE LIFT

17' - 0"

/2

ACOUSTIC PANELS TYP.

2270 SF

MECHANICS BAY

102B

102C

ROOF TRUSSES, SEE STRUCTURAL

OVHD DOOR

14' - 0"

OVHD DOOR

14' - 0"

102E

TROLLEY HOIST BEAM

19' - 6"

TROLLEY HOIST BEAM

19' - 6"TROLLEY HOIST

20' - 0" 38' - 0" (CEILING MOUNTED CRANE) 20' - 0"

(V E

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BOLLARD(S) TYP. (S

E

E E

L E

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ROOF DRAINS SEE ROOF PLAN, COORDINATE

PATH OF TRAVEL THOUGH THE BUILDING

EXHAUST FAN SEE MECHANICAL

SHEET

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(515) 239-1299

COUNTY: DISTRICT:

PROJECT NUMBER:

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:5 :2

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BG-1G32 (000)--80-41

HANCOCK 2

1A_400

1/8" = 1'-0"1A_400

6 SECTION LOOKING EAST AT HIGH SIDE OF ROOF END

1/8" = 1'-0"1A_400

4 MECHANIC'S BAY SECTION 2, LOOKING NORTH

1/8" = 1'-0"1A_400

5 SECTION LOOKING WEST AT LOW SIDE OF ROOF END

1/8" = 1'-0"1A_400

2 WASH BAY SECTION 2, LOOKING NORTH

1/8" = 1'-0"1A_400

1 WASH BAY SECTION 1, LOOKING SOUTH

1/8" = 1'-0"1A_400

3 MECHANIC'S BAY SECTION 1, LOOKING SOUTH

N O

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R-10 RIGID INSULATION

INTERIOR CONCRETE SLAB

EXPANSION JOINT WITH

SEALANT CAP

FINISH FLOOR

0"

INSULATED PRECAST

CONC. WALL PANEL

PER MFG.

TOP OF PRECAST

26' - 0"

SLOPE

1A_401

E1

EXPANSION JOINT

WITH SEALANT CAP

EXTERIORINTERIOR

APPROVED SUBGRADE SEE SPEC.

RIENFORCED CONCRETE

FOUNDATION SEE STRUCTURAL

(R

E V

E A

L

(R E

V E

A L

1716 SF

WASH BAY

GRANULAR FILL

EXPANSION JOINT

WITH SEALANT CAP

FINISH FLOOR

0"

INSULATED PRECAST

CONC. WALL PANEL PER

MFG.

TOP OF PRECAST

26' - 0"

SLOPE

EXPANSION JOINT

WITH SEALANT CAP

1A_401

CONCRETE SLAB

(SEE STRUCTURE)

DRAINAGE SEE PLAN

EXTERIORINTERIOR

(R

E V

E A

L

(R E

V E

A L

ROOF TRUSS SEE STRUCT.

E1

2270 SF

MECHANICS BAY

R-10 RIGID INSULATION

APPROVED SUBGRADE SEE SPEC.

RIENFORCED CONCRETE FOUNDATION SEE STRUCTURAL

GRANULAR FILL

1x4 TREATED

INSULATED PRE CAST

CONC. PANEL.

STEEL ANGLE AND EMBADED

PLATE, SEE STRUCTURAL

ROOF JOIST, SEE STRUCTURAL

R-30 POLYISOCYANURATE ROOF INSUL.

MECH. ATTACHED

EPDM COUNTERFLASHING

PREFINISHED METAL

FLASHING MATCH HEIGHT

AT ADJACENT COPINGS

1/4" COVER BOARD

VAPOR BARRIER BASE SHEET. FULLY ADHERE

TO DECK AND PANEL PER EPDM MFG.

26'-0"

24'-10"

TOP OF ANGLE

TOP OF PRECAST WALL

SEALANT

FACTORY INSULATED BLOCKING

2X TREATED WOOD TOP PLATE, TYP.

E1

3" METAL DECK

FULLY ADHERED 60 MIL EPDM MEMBRANE

3/4" TRATED PLYWOOD, TYP.

VAPOR BARRIER BASE SHEET. FULLY

ADHERE TO TOP OF PANEL EPDM MFG.

1x4 TREATED BLOCKING

INSULATED PRE CAST

CONC. WALL PANEL.

3" METAL DECK

R-30 POLYISOCYANURATE

ROOF INSUL. MECH. ATTACHED

STEEL ANGLE AND EMBEDDED

PLATE SEE STRUCTURAL

2X TREATED TOP PLATE, TYP.

EPDM COUNTERFLASHING

PREFINISHED METAL FLASHING MATCH

HEIGHT AT ADJACENT COPINGS

1/4" COVER BOARD

FULLY ADHERED 60

MIL EPDM MEMBRANE

26'-0"

23'-2"

TOP OF ANGLE

TOP OF PRECAST WALL

SEALANT

FACTORY INSULATED BLOCKING

3/4" TREATED PLYWOOD

E1

VAPOR BARRIER BASE

SHEET. FULLY ADHERE

PER EPDM MFG.

ROOF JOIST SEE STRUCTURAL

VAPOR BARRIER BASE SHEET.

FULLY ADHERE PER EPDM MFG.

VAPOR BARRIER BASE SHEET.

FULLY ADHERE PER EPDM MFG.

1/4" COVER BOARD

1x4 TREATED BLOCKING

INSULATED PRE CAST

CONC. WALL PANEL.

R-30 POLYISOCYANURATE ROOF INSUL.

MECH. ATTACHED

2X TREATED TOP PLATE, TYP.

EPDM COUNTERFLASHING

PREFINISHED METAL FLASHING MATCH

HEIGHT AT ADJACENT COPINGS

1/4" COVER BOARD

FULLY ADHERED VAPOR BARRIER BASE

SHEET PER EPDM MANUF.

26'-0"

VARIES

TOP OF ANGLE

TOP OF PRECAST WALL

SEALANT

FACTORY INSULATED BLOCKING

3/4" TREATED PLYWOOD

FULLY ADHERED 60 MIL EPDM MEMBRANE

E1

3" METAL DECK

STEEL ANGLE AND EMBEDED

PLATE SEE STRUCTURAL

VAPOR BARRIER BASE SHEET.

FULLY ADHERE PER EPDM MFG.

VAPOR BARRIER BASE SHEET.

FULLY ADHERE PER EPDM MFG.

1/4" COVER BOARD

1x4 TREATED BLOCKING

INSULATED PRE CAST

CONC. WALL PANEL.

R-30 POLYISOCYANURATE ROOF

INSUL. MECH. ATTACHED

2X TREATED BLOCKING, TYP.

EPDM COUNTERFLASHING

PREFINISHED METAL FLASHING MATCH

HEIGHT AT ADJACENT COPINGS

1/4" COVER BOARD

FULLY ADHERED 60 MIL EPDM MEMBRANE

VAPOR BARRIER BASE SHEET.

FULLY ADHERE PER EPDM MFG.

26'-0"

TOP OF PRECAST WALL

SEALANT

FACTORY INSTALLED

BLOCKING

3/4" TREATED PLYWOOD

SEALANT

8"

/2

FULLY ADHERED 60 MIL EPDM MEMBRANE

1/4" COVER BOARD

E1

2X TREATED WOOD BLOCKING, TYP.

3"

2X TREATED BLOCKING

SEALANT

3" METAL DECK

TRUSS TOP CHORD

SEE STRUCTURAL

23'-2"

TOP OF ANGLE

FULLY ADHERED 60 MIL EPDM MEMBRANE

VAPOR BARRIER BASE SHEET.

FULLY ADHERE PER EPDM MFG.

FACTORY INSTALLED BLOCKING

METAL FLASHING

VAPOR BARRIER BASE SHEET.

FULLY ADHERE PER EPDM MFG.

VAPOR BARRIER BASE SHEET.

FULLY ADHERE PER EPDM MFG.

METAL FLASHING

STEEL ANGLE AND EMBEDED

PLATE SEE STRUCTURAL

FULLY ADHERED 60

MIL EPDM MEMBRANE

FINISH FLOOR

0"

TOP OF PRECAST

26' - 0"

1A_401

BOLLARD, TYP.

CONCRETE APPROACH

REINFORCED CONCRETE

FOOTING SEE STRUCTURAL

1A_201

1A_201

INTERIOR

R10 RIDGID

E1

1716 SF

WASH BAY

GRANULAR FILL

ROOF TRUSS,

SEE STRUCTURAL

(R E

V E

A L

INSULATED

PRECAST CONC.

WALL PANEL PER

MFG.

OVHD DOOR TRACK

ASSEMBLY

SOUND ATTENUATION

PANELS BEYOND

OVHD DOOR

14' - 0"

EXTERIOR

DRAINAGE SEE PLAN

GRANULAR FILL

101B

APPROVED SUBGRADE SEE SPEC.

/2

/2

/4

/4

1/2" = 1'-0"1A_401

6 WALL SECTION AT SIDE WALL, TYP.

1/2" = 1'-0"1A_401

7 WALL SECTION LOW END

1 1/2" = 1'-0"1A_401

4 PARAPET DETAIL @ HIGH END OF ROOF

1 1/2" = 1'-0"1A_401

3 PARAPET DETAIL AT ROOF LOW END

1 1/2" = 1'-0"1A_401

2 PARAPET AT SIDEWALL

1 1/2" = 1'-0"1A_401

1 OVERFLOW SCUPPER DETAIL

1/2" = 1'-0"1A_401

8 SECTION AT OVHD DOOR, HIGH END

SHEET

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28 JAN 25

BG-1G32 (000)--80-41

HANCOCK 2

1A_401

6" = 1'-0"1A_401

5 REVEAL DETAIL

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UNDER GROUND

CONDUIT, VERIFY

W/ MEP

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106A1 AIR

COMP.

BOOSTER

PUMP

ELEC.

PNL.

106B1

2' - 8" 3' - 4" 4' - 0"

COMMS.

CABINET

1' - 4"1' - 4"

1' - 11"

C A

B

C .L

" ELEC.

PNL.

GAS POINT OF

CONNECTION

WATER MAIN AND

VALVES AND

METERS (2). VERIFY

W/ MECH/PLUMB

AIR

COMP.

4' - 0"

106B1

P.T.D.

1' - 6" CLR.

105A

S.D.

1' - 0"

GRAB BARS

T.P.D.

P.T.D.

MIRROR

GRAB BARS

T.P.D.

106A2

PRESSURE

WASHER

W A

T E

R M

A

IN

V

A L V

E S

A

M

T E

R S

V E

R F

Y W

M

E P

1' - 0"

5' - 4" 2' - 9" 2' - 11" 5' - 8"

EYE WASH STATION

DOUBLE

DRINKING

FOUNTIAN

22 X 23

SERVICE

SINK

105A104A

1' - 6" CLEAR 1' - 6" CLEAR

103A

W1

DESK, IDOT

FURNISHED AND

INSTALLED N.I.C.

SHELVES, IDOT

FURNISHED AND

INSTALLED N.I.C.

SHELVES, IDOT

FURNISHED AND

INSTALLED N.I.C.

SHELVES, IDOT

FURNISHED AND

INSTALLED N.I.C.

MECHANICAL LEVEL

9' - 10"

3068 SF

EQUIPMENT

PLATFORM

GATE 1.5" DIA. SAFETY

PIPE RAIL SYSTEM

ACOUSTICAL PANELS, TYP.

3' - 0" 1' - 6"4' - 11"4' - 11"4' - 11"4' - 6"4' - 6"

/4

19' - 4"16' - 8"16' - 8"

52' - 8"

3.5" H TOE KICK

28' - 3 3/4" (OVERALL SAFETY RAIL SYSTEM)

MECHANICAL LEVEL

9' - 10"

3068 SF

EQUIPMENT

PLATFORM

8' - 7 1/4" 2' - 0"

SAFETY CHAIN 1.5" DIA. SAFETY PIPE RAILING

3.5" H TOE KICK

10' - 0"

ACOUSTIC PANELS TYP.

SHEET

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(515) 239-1299

COUNTY: DISTRICT:

PROJECT NUMBER:

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28 JAN 25

BG-1G32 (000)--80-41

HANCOCK 2

1A_500

1/4" = 1'-0"1A_500

1 UTL. MECH./ELEC. SOUTH

1/4" = 1'-0"1A_500

2 UTL. ELEC. EAST

1/4" = 1'-0"1A_500

3 UTL. ELEC WEST

1/4" = 1'-0"1A_500

4 UTL. MECH. EAST

1/4" = 1'-0"1A_500

5 UTL. MECH. WEST

1/4" = 1'-0"1A_500

6 105 R.R. SOUTH

SEE ADA DETAILS ON 1A_002 FOR

MOUNTING HIEGHTS AND LOCATIONS

1/4" = 1'-0"1A_500

7 105 R.R. WEST

SEE ADA DETAILS ON 1A_002 FOR

MOUNTING HIEGHTS AND LOCATIONS

1/4" = 1'-0"1A_500

8 105 R.R. NORTH

SEE ADA DETAILS ON 1A_002 FOR

MOUNTING HIEGHTS AND LOCATIONS

1/4" = 1'-0"1A_500

9 106A,B, NORTH

1/4" = 1'-0"1A_500

10 MECHANIC'S BAY NORTH

SEE ADA DETAILS ON 1A_002 FOR

MOUNTING HIEGHTS AND LOCATIONS

1/4" = 1'-0"1A_500

11 OFFICE & PARTS SOUTH

1/4" = 1'-0"1A_500

12 OFFICE & PARTS NORTH

1/4" = 1'-0"1A_500

13 OFFICE & PARTS EAST

1/4" = 1'-0"1A_500

14 OFFICE & PARTS ELEVATION WEST

1/4" = 1'-0"1A_500

15 EQUIPMENT PLATFORM, NORTH ELEVATION

1/4" = 1'-0"1A_500

16 EQUIPMENT PLATFORM, EAST ELEVATION

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Q

E Q

E Q

E Q

GALVANIZED TRUSS SEE STRUCTURAL

TRUSS SEE STRUCTURAL

TRUSS SEE STRUCTURAL

TRUSS SEE STRUCTURAL

E Q

E Q

(O

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80' - 0" (OVERALL BUILDING)

14' - 0" 16' - 8" 16' - 8" 16' - 8" 14' - 0"

14' - 0" 16' - 8" 16' - 8" 16' - 8" 14' - 0"

EXPOSED METAL DECKING, TYP.

SEE STRUCTURAL

10' - 0" 30' - 0" 30' - 0" 10' - 0"

10' - 0" 30' - 0" 30' - 0" 10' - 0"

78' - 0"

(C

E

IL

IN

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M O

U N

T E

D C

R A

N E

DOOR CONTROL LOCATION, COORDINATE

W/ ELEC.

DOOR CONTROL LOCATION, COORDINATE

W/ ELEC.

DOOR CONTROL LOCATION, COORDINATE W/

ELEC.

DOOR CONTROL LOCATION, COORDINATE W/ ELEC.

EXPOSED METAL DECKING, TYP.

SEE STRUCTURAL

53 SF

UTL./ELEC.

106B

59 SF

R.R.

59 SF

R.R.

2270 SF

MECHANICS BAY

153 SF

OFFICE & PARTS

127 SF

UTL./MECH.

106A

16' - 8" 16' - 8" 19' - 4"

15' - 4" 7' - 4" 7' - 4" 5' - 4" 12' - 8"

52' - 8"

RCP NOTE:

1. COORDINATE ALL DECK PENETRATIONS WITH MECH., ELEC.

AND PLUMBING

2. NO FINISHED CIELING IN THIS AREA, EXPOSED DECK

1' - 0"

9' - 0" A.F.F 9' - 0" A.F.F

4' - 8" 8' - 0" 8' - 0" 4' - 8"

NO CLNG. OPEN TO ABOVE

12' - 8" 12' - 8"

WELDING EXHAUST SYSTEM

13' SWIVEL ARM RADIUS, MOUNTED

AT 10' - 0" OFF FLOOR

WELDING EXHAUST SYSTEM MAX.

EXTENSION OF FLEXIBLE EXHAUST ARM

A .F

.F

A .F

.F

9' - 0" A.F.F

1' - 8" 4' - 0" 4' - 0" 4' - 0" 1' - 8"

3' - 8" 3' - 8" 3' - 8" 3' - 8" 2' - 8" 2' - 8"

2' - 4" 4' - 0" 4' - 0" 2' - 4"

270 SF

WELDING STATION

SHEET

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COUNTY: DISTRICT:

PROJECT NUMBER:

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BG-1G32 (000)--80-41

HANCOCK 2

1A_610

CEILING PLAN LEGEND:

2X2 LIGHT FIXTURE

SUPPLY DUCT

(SEE MECHANICAL)

RETURN DUCT

(SEE MECHANICAL)

STRIP LIGHT FIXTURE

GENERAL NOTES:

1. SEE ELECTRICAL DRAWINGS/SPEC. FOR FIXTURE MODEL AND

REQUIREMENTS.

2. LIGHT FIXTURES TO BE SURFACE MOUNTED. SEE ELECTRICAL

AND STRUCTURAL FOR MOUNTING REQUIREMENTS DUCTWORK,

CONDUIT AND PIPING TO BE EXPOSED

3. COORDINATE LIGHTING W/ ELEC.,STRUCT, AND MECH. TO

ENSURE ALL REQUIRED CLEARANCES ARE MET

4. SEE SHEET A103 ENLARGED CORE AREA FOR CORE AREA RCP.

WALL MOUNTED FIXTURE

DOWN LIGHT FIXTURE

3/16" = 1'-0"1A_610

2 FIRST FLOOR RCP

3/16" = 1'-0"1A_610

1 ENLARGED CORE AREA REFLECTED CEILING PLAN

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1' - 0" 78' - 0" 1' - 0"

15' - 0"

80' - 0" (OVERALL BUILDING)

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RD-1

RD-1

RD-1

EXISTING MG

ROOF SLOPE

ROOF SLOPE

ROOF SLOPE

RIDGE

10' - 0"

MAU, SEE MECH.

RIDGE

RIDGE

RD-1

COORDINATE ROOF DRAINS

W/ STRUCTURAL, TYP.

60 MIL FULLY

ADHERED EPDM,

TYP.

MAU, SEE MECH.

(O

V E

R A

L L

B U

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IN

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FINISH FLOOR

0"

TOP OF PRECAST

26' - 0"

1A_700

HEAVY DUTY TUBULAR LADDER, PER MFG.

GRADE

PRECAST WALL

3/16" ALUMINUM BRACKET, PER MFG.

3/16" ALUMINUM BRACKET, PER MFG.

3/16" ALUMINUM BRACKET, PER MFG.

LADDER SAFETY CAPS PER MFG.

1/4" X 3/4" SS HHMB W LOCK NUT AND FLAT WASHER

3/16" ALUMINUM BRACKET AT 10'-0" O.C. MAX

3/8" ANCHOR BOLT EPOXY INTO PRECAST WALL

ALLOY RUNG

EXTRUDED ALUMINUM CHANNEL RAIL

EXTRUDED ALUMINUM COVER PLATE

#12 X 1 1/4" S.S. SELF TAPPING SCREW

PRECAST CONCRETE PANEL

SHEET

DATE:

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Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010

(515) 239-1299

COUNTY: DISTRICT:

PROJECT NUMBER:

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