SALIX ENCLOSED INSPECTION BUILDING 90%.pdf

PROJECT LOCATION: WOODBURY COUNTY

WEIGH STATION

SITE

NEW INSPECTION

BUILDING

4 5

WOODBURY

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

UNIONADAMS

MONTGOMERY

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

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Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010

(515) 239-1299

COUNTY: DISTRICT:

PROJECT NUMBER:

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MVE - Woodbury County - Salix Scale House & Inspection Building

BG-7S81-(000)--80-97

I-29 South Bound, Salix, IA 51052

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WOODBURY MVE

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ARCHITECTURE

NO. SHEET NAME

A001 GENERAL NOTES, LEGENDS AND ABBREVIATIONS

A002 ARCHITECTURAL SITE PLAN/GEOTECHNICAL NOTES

A003 WALL TYPES

A004 SIGNAGE, AND ADA

A101 FOUNDATION AND PIT PLAN

A102 FIRST FLOOR PLAN

A103 ENLARGED RR CORE

A201 DOOR / FRAME ELEVATIONS & DETAILS + SCHEDULE

A202 DOOR DETAILS

A203 WINDOW DETAILS

A301 EXTERIOR ELEVATIONS

A401 BUILDING SECTIONS

A402 BUILDING SECTIONS

A403 WALL SECTIONS

A404 WALL SECTIONS

A405 DETAILS

A406 DETAILS

A501 INTERIOR ELEVATIONS

A601 REFLECTED CEILING PLAN

A701 ROOF PLAN

CIVIL

NO. SHEET NAME

C301 UTILITY PLAN

C.1 PROJECT DESCRIPTIONS

C.2

STANDARD ROAD PLANS INDEX OF

TABULATIONS GENERAL NOTES

C.3 SHOULDERS SIDEWALKS

C.4 TABULATIONS

C.5 TABULATIONS

TECHNOLOGY

NO. SHEET NAME

STRUCTURAL

NO. SHEET NAME

MECHANICAL

NO. SHEET NAME

PLUMBING

NO. SHEET NAME

ELECTRICAL

NO. SHEET NAME

N O

D

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GERENRAL

NO. SHEET NAME

_AT ARCH. TITLE SHEET, ARCH. STAMP

_AC CODE ANALYSIS

lkurtz Text Box 90 % Drawing Set

C

B

A

7 EXITING

F.E. F.E.

423 SF

SCALE CONTROL ROOM

5 OCC

127 SF

OFFICE

2 OCC

2903 SF

INSPECTION

5 EXITING5 EXITING

F.E.

PLAN NORTH

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Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010

(515) 239-1299

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PROJECT NUMBER:

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W o o d b u ry

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PROJECT DESCRIPTION

THE PROJECT CONSISTS OF A NEW 4732 SF INSPECTION BUILDING AND OFFICE SPACE

ARCHITECT:

RESOURCES AND ACQUISITIONS BUREAU, ARCHITECTURAL SERVICES

IOWA DEPARTMENT OF TRANSPORTATION

800 LINCOLN WAY, AMES, IA, 50010

STRUCTURAL ENGINEER & M/E/P:

SHIVE HATTERY

4125 WESTOWN PKWY #100,

WEST DES MOINES, IA 50266

SUBMISSION FOR PERMITTING

THE BUILDING PLANS AND SPECIFICATIONS ARE SUBMITTED BY THE ARCHITECT/ENGINEER

TO THE STATE OF IOWA BUILDING CODE BUREAU ONLY FOR DESIGN REVIEW.

THE CONTRACTOR IS RESPONSIBLE FOR ARRANGING BUILDING PERMITS/INSPECTIONS WITH

THE STAT OF IOWA FOR ALL WORK.

THE FACILITY IS A STATE OWNED AND STATE FUNDED PROJECT. AS SUCH, THE STATE OF

IOWA, DEPARTMENT OF INSPECTIONS, APPEALS AND LICENSING IS THE AUTHORITY HAVING

JURISDICTION OVER THE PROJECT FOR CODE COMPLIANCE, PERMITTING AND

INSPECTIONS. NO OTHER GOVERNMENTAL ENTITY IS THE AUTHORITY HAVING

JURISDICTION.

REFERENCE CODES, GUIDELINES AND ACTS

THE FOLLOWING CODES AND GUIDELINES, AS ADOPTED AND AMENDED BY THE STATE OF

IOWA AND THE IOWA DEPARTMENT OF INSPECTIONS, APPEALS AND LICENSING ARE

APPLICABLE TO THIS PROJECT:

IOWA CODE: CHAPTER 103A - STATE BUILDING CODE

2024 INTERNATIONAL BUILDING CODE -

AS ADOPTED BY IOWA ADMINISTRATIVE RULE CHAPTERS 661-201 AND 661-301

2024 INTERNATIONAL FIRE CODE -

AS ADOPTED BY IOWA ADMINISTRATIVE RULE CHAPTERS 661-201

2012 INTERNATIONAL ENERGY CONSERVATION CODE -

AS ADOPTED BY IOWA ADMINISTRATIVE RULE CHAPTERS 661-301

2012 NFPA 101 LIFE SAFETY CODE -

AS ADOPTED BY IOWA ADMINISTRATIVE RULE CHAPTERS 661-205

2010 AMERICANS WITH DISABILITIES ACT -

AS ADOPTED BY IOWA ADMINISTRATIVE RULE CHAPTERS 661-302

2021 INTERNATIONAL MECHANICAL CODE -

AS ADOPTED BY IOWA DEPARTMENT OF PUBLIC HEALTH IOWA ADMIN RULE 641-41

2021 UNIFORM PLUMBING CODE -

AS ADOPTED BY IOWA DEPARTMENT OF PUBLIC HEALTH IOWA ADMIN RULE 641-25

2020 NATIONAL ELECTRIC CODE -

AS ADOPTED BY THE STATE ELECTRICAL LICENSING BOARD IOWA ADMIN RULE

661-504

STATE OF IOWA HAS ADOPTED THE CODES LISTED. IT IS RECOMMENDED THAT APPLICANTS

REVIEW THE IOWA

ADMINISTRATIVE CODE FOR ANY MODIFICATIONS OR AMENDMENTS. THE ADMINISTRATIVE

CODE CAN BE VIEWED AT

WWW.LEGIS.IOWA.GOV.

IBC 2024

CHAPTER 3 - OCCUPANCY TYPE

CROUP B, (OFFICE AREA)

GROUP S-1, MODERATE HAZARD STORAGE (INSPECTION AREA)

CHAPTER 4 - SPECIAL REQUIREMENTS

N/A

CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS

CONSTRUCTION: TYPE V-B

BUILDING: S-1 OCCUPANCY

STORIES: 1

AREA: 4732 GROSS SQFT

TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE

60 FEET

TABLE 504.3 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE

2 STORIES

TABLE 506.2 ALLOWABLE AREA FACTOR IN SQUARE FEET

9,000 SF

CHAPTER 6 - TYPES OF CONSTRUCTION

TABLE 601 FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS

(HOURS)TYPE V-B =0, NO RATING REQUIRED FOR BUILDING ELEMENTS.

CHAPTER 7 - FIRE AND SMOKE PROTECTION FEATURES

TYPE V-B

NO RATING REQUIRED FOR BUILDING ELEMENTS-TABLE 601.

NO EXTERIOR WALL RATED CONSTRUCTION REQUIRED WITH SURROUNDING YARDS>30

FEET.

CHAPTER 9 - FIRE PROTECTION AND LIFE SAFETY SYSTEMS

903.2.9: GROUP S-1

FIRE AREA = 4732 GROSS SQFT

STORIES = 1

MEZZANINES = 0

NO LITHIUM-ION OR LITHIUM METAL POWERED VEHICLES STORED

SPRINKLER SYSTEM NOT REQUIRED

CHAPTER 10 - MEANS OF EGRESS

TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY

MAX OCC. LOAD=29

S-1, W/O SPRINKLER ≤30=100 FEET

TABLE 1006.3.3 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY

OCC. LOAD PER STORY, 1-500,MIN NUMBER OF EXITS REQUIRED=2

EXITS PROVIDED=4

TABLE 1017.2 EXIT TRAVEL DISTANCE

S-1, W/O SPRINKLER = 250 FEET

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION 1926.150 - FIRE PROTECTION.

1926.150(C)(1)(I)

A FIRE EXTINGUISHER, RATED NOT LESS THAN 2A, SHALL BE PROVIDED FOR EACH 3,000

SQUARE FEET OF THE PROTECTED BUILDING AREA, OR MAJOR FRACTION THEREOF.

TRAVEL DISTANCE FROM ANY POINT OF THE PROTECTED AREA TO THE NEAREST FIRE

EXTINGUISHER SHALL NOT EXCEED 100 FEET.

STATE PLUMBING CODE FIXTURE REQUIREMENTS

2018 IPC

CHAPTER 29 PLUMBING SYSTEMS

TABLE 2902.1 MIN. NUMBER OF REQUIRED FIXTURES

TOILETS: 1 PER 25 UP TO 50, 1 PER 50 THEREAFTER

MEN: 9: 1 TOILET

WOMEN: 9: 1 TOILET

SINKS: 1 PER 40 FOR FIRST 80, THEN 1 PER 80

MEN: 9: 1 SINK

WOMEN: 9: 1 SINK

DRINKING FOUNTAINS:

1 PER 100: 1 DRINKING FOUNTAIN REQUIRED.

1/8" = 1'-0"_AC

2 T.O. FLOOR

OCCUPANT LOAD

ROOM

NO.

ROOM NAME

ROOM USE PER

CHAPTER 10 IBC

AREA

AREA PER

OCCUPANT

OCCUPANT

LOAD

EXIT

WIDTH

010 PIT N/A 259 SF 0

011 TUNNELL N/A 102 SF 0

110 SCALE CONTROL ROOM BUSINESS AREA 423 SF 100 5 1 1/2"

111 OFFICE BUSINESS AREA 127 SF 100 2 19/32"

112 CORR. N/A 224 SF 0

113 COMM. MECHANICAL 50 SF 300 1 5/16"

114 MECH. N/A 111 SF 0

115 WOMEN PVT. N/A 49 SF 0

116 VEST. N/A 94 SF 0

117 WOMEN PUB. N/A 49 SF 0

118 MEN PUB. N/A 49 SF 0

119 MEN PVT. N/A 49 SF 0

120 INSPECTION WHAREHOUSE 2903 SF 300 10 3"

121 JAN./STOR. N/A 91 SF 0

4579 SF 18

BUILDING CODE ANALYSIS

2012 INTERNATIONAL ENERGY CONSERVATION CODE

CHAPTER 3 - GENERAL REQUIREMENTS

CLIMATE ZONE 5A - SCOTT COUNTY IOWA

CHAPTER 4 - COMMERCIAL ENERGY EFFICIENCY

CI = CONTINUOUS INSULATION

LS = LINEAR SYSTEM INSULATION

SHGC = SOLAR HEAT GAIN COEFFICIENT

TABLE C402.1.2 OPAQUE THERMAL ENVELOPE ASSEMBLY REQUIREMENTS:

CLIMATE ZONE=5A

ROOFS:

METAL BUILDINGS U-0.035

ATTIC AND OTHER U-0.027

WALLS, ABOVE GRADE:

METAL BUILDINGS U-0.052

WOOD FRAMED U-0.064

WALLS, BELOW GRADE: C-0.119I

SLAB ON GRADE FLOORS:

UNHEATED F-0.54

TABLE C402.2 OPAQUE THERMAL ENVELOPE REQUIREMENTS:

CLIMATE ZONE=5A

ROOFS:

METAL BUILDINGS R-19 + R-11 LS

(W/ R-5 THERMAL BLOCK)

ATTIC AND OTHER R-38

WALLS, ABOVE GRADE:

METAL BUILDINGS R 13 + R-13 CI

WOOD FRAMED R 13 + R-3.8 CI OR R-20

WALLS, BELOW GRADE: R-7.5 CI

SLAB ON GRADE FLOORS: R-10 FOR 24" BELOW

OPAQUE DOORS, SWINGING U-0.37

ROLL UP OR SLIDING R-4.75

TABLE C402.3 BUILDING ENVELOPE REQUIREMENTS: FENESTRATION

CLIMATE ZONE=5A

VERTICAL FENESTRATION

FIXED FENESTRATION:U-0.38

SHGC U-0.40

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 PROJECT MANAGER OF ANY

DISCREPANCIES BEFORE PROCEEDING WITH ANY WORK. NO CHANGES SHALL BE

MADE TO ANY PLAN WITHOUT PRIOR COMMENT OF THE DESIGNER.

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 FOR WORK.

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 AN JUDGEMENT OF

THE OWNER AND SHALL BE SUBMITTED TO THE PURCHASING AGENT FOR REVIEW

PRIOR TO BID LETTING.

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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INSPECTION BUILDING INSPECTION BUILDING

I-29

1" = 30'-0"A002

1 SITE PLAN SALIX SOUTH BOUND SCALE HOUSE AND INSPECTION BUILDING

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BATT INSULATION, R21 MIN.

5/8" GYPSUM BD

INT. EXT.INT.

CMU

2X6" WOOD STUD

5/8" GYPSUM BOARD

2x6 WOOD STUD

FACE OF

FOUNDATION

EXT. EXT.INT.

METAL LINER

PANEL TO 7'-6"

2X6 SILL PLATE

2X6 DOUBLE TOP PLATE

5/8" OSB SHEATHING

INT. EXT.

CMU

5/8" OSB SHEATHING

INT. INT.

3 5/8" 1/2" 5 1/2" 5/8"

1 1/2"

METAL PANEL

EXTERIOR

MOISTURE BARRIER

1/2" MASONRY MESH

MOISTURE BARRIER

METAL BUILDING INSULATION

SYSTEM R-30 W/LINER SYSTEM

10" STEEL GIRT,

PER BLDG MFG.

1" 10" 1 1/2"

1' - 0 1/2"

10" STEEL BASE CHANNEL

METAL BUILDING INSULATION

SYSTEM R-30 W/LINER SYSTEM

10" STEEL GIRT,

PER BLDG MFG.

10" STEEL BASE CHANNEL

EXTERIOR

MOISTURE BARRIER

1-1/2" METAL PANEL

2X6" WOOD STUD

BATT INSULATION,

R21 MIN.

2X6 DOUBLE TOP PLATE 2X6 DOUBLE TOP PLATE

TOP OF WALL

PER BLDG. MFG.

SOUND BATT INSULATION,

SEE PLAN

5/8" GYPSUM BD

2X4 SILL PLATE

2X4 DOUBLE TOP PLATE

INT.

2X4" WOOD STUD

INT.

3/4" PLYWOOD

11 3/4" 5/8"

5 1/2" 10" 1 1/2"

1' - 5 5/8" 5/8"

5 1/2" 5/8"1 1/2"

8 1/4" 5/8"

3 1/2" 5/8"

4 3/4"

METAL PANELMETAL PANEL

7 5/8"

2X6 WOOD STUD

CMU

CMU/WOOD STUD/EXT.

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

WALL TYPES

1 1/2" = 1' 0

INTERIOR WOOD STUD/METAL PANEL

1 1/2" = 1' 0

EXTERIOR 10" METAL

1 1/2" = 1' 0

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WOODBURY MVE

A003

2X4 WOOD STUD

1 1/2" = 1' 0

N O

D

A T

E

B Y

D

E S

C R

IP

T

IO

M

IN

18 MIN

FRONT APPROACH, PULL SIDE

M

IN

FRONT APPROACH, PUSH SIDE

M

IN

FRONT APPROACH, PUSH SIDE,

DOOR PROVIDED WITH BOTH CLOSER AND LATCH

12 MIN

M

IN

HINGE APPROACH, PULL SIDE

36 MIN

(a.) (b.) (c.) (d.)

M

IN

HINGE APPROACH, PULL SIDE

42 MIN

(e.)

M

IN

HINGE APPROACH, PUSH SIDE

(f.)

22 MIN

M

IN

SIGN CENTERED ON

TACTILE CHARACTERS

TEXT 5/8" HIGH

SYMBOLS

18" MIN. CLEAR

DOOR OPENING, LATCH SIDE

TACTILE CHARACTERS

M

IN

OWNER WILL FURNISH SIGNS

CONTRACTOR TO INSTALL

CLEAR

18" MIN.

C L E

A R

M

IN

CENTERED ON

TACTILE CHARACTERS

PROTRUDING OBJECTS

X

X

4" MAX.

T O

M

IR

R O

R E

D S

U R

F A

C E

MIRROR

M

SD

SOAP

DISPENSER

PAPER TOWEL

DISPENSER

PTD

M A

X

M

IN

TOLIET PAPER

DISPENSER

TPD

LAVATORY

(ALL TYPES)

WATER

CLOSET

WATER

COOLER

M

IN

6" MIN

M

IN

PARTITION CLEARANCE

1' - 0"

TEXT

RM. NUMBER (1" HIGH)

RM. NAME (5/8" HIGH)

BRAILLE

REMOVEABLE OCCUPANT

NAME SLOT (PRINTING BY

OTHERS)

M

A X

13 1/2" MIN.

WALL HUNG URINAL

NON RECESSED DISPENSER LOCATION -

PROTRUDING DISPENSER BELOW GRAB BAR

F R

O N

T O

F T

O

IL

E T

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

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

M

A X

M

IN

25" MAX

8" MIN.

6" TOE SPACE 11" MIN.

M

IN

ADA WHEELCHAIR ROLL UNDER COUNTER CLEARANCE

FOR SINKS AND WORKSURFACES

25" MAX

ø 5' - 0"

M

IN

48" MIN.

WHEELCHAIR

FLOOR SPACE

WHEELCHAIR

TURNING RADIUS

WHEELCHAIR FLOOR SPACE

1 1/2" = 1'-0"A004

9 ROOM SIGNS

ROOM SIGNS

ROOM SIGNAGE SCHEDULE:

1. 111 (RESTROOM)

2. 112 (RESTROOM)

3. 114 (STORAGE)

4. 115 (RESTROOM)

5. XXXX (XXXXX)

ADA DETAILS PROJECT TO COMPLY TO 2010 ADA STANDARDS. REFERENCE ADA DETAILS BELOW AND 2010 ADA STANDARDS .

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WOODBURY MVE

A004

N O

D

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E

B Y

D

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C R

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MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS

TOILET ROOM SIGNS

TYPICAL ADA MOUNTING HEIGHTS

A401

A401

A402

A402

A402

A402

122' - 8"

122' - 8"

73' - 4"

6 TREADS @ 11"

5' - 6"

8 TREADS @ 11"

7' - 4" 13' - 2"

FOUNDATION WATER PROOFING & DRAINAGE

SYSTEM - SEE DETAILS

A404

A401

A401

A402

A402

A404

A404

C

B

A

PIT

2' - 0"5' - 0"

23' - 0"

FOUNDATION WATER PROOFING & DRAINAGE

SYSTEM - SEE DETAILS

TUNNELL

PLAN NOTES:

1. SEE STRUCTURAL PLANS FOR ALL CONCRETE FOUNDATIONS & CONCRETE WALLS

2. SEE STRUCTURAL PLANS FOR EXCAVATION FILL REQUIREMENTS.

3. SEE STRUCTURAL DWGS FOR STOOP LOCATION SIZES.

3/16" = 1'-0"A101

2 PIT FLOOR

PLAN NORTH

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WOODBURY MVE

A101

N O

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120A

1 2 3 4 5

6 7

A401

A401

A402

A402

A402

A402

122' - 8"

A403

Sim

A403

Sim

A403

Sim

20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0"

A501

1' - 4" 3' - 0"

4" WIDE YELLOW PAINTED PERIMETER STRIPE

6'-O" FROM PIT EDGES SHOWN AND ALONG PIT OPENING -

4" WIDE YELLOW PAINTED STRIPES EVERY 2'-0" TYP WITHIN

PERIMETER

SLAB

PIT SLAB 6 T @ 11"8 T @ 11"

1' - 6 7/32"

FURNISH & INSTALL REMOVEABLE PIT SAFETY

NET SYSTEM 85'-0" LONG

A404

FLOOR DRAINS - SEE

STRUCT/MECH DWGS.

DNDN

1' - 6 1/4"---

WOMEN PVT.

WOMEN PUB.

MEN PVT.

MEN PUB.

SCALE CONTROL

ROOM

OFFICE

MECH.

COMM.

VEST.

15 T @ 11"

13' - 9"

DN

A401

A401

A402

A402

A404

A404

/2

JAN./STOR.

INSPECTION

111112A

116B

112B

120E

120D

120B120C

A501

4 1

C

B

A

1' - 4"

WORK SURFACE

/8 "2

8' - 0 3/8" 5' - 4" 17' - 4" dsx data rack card rdr j-box 2 access points

1 access pt

OUTLET ABOVE DESK?

DESK GROMMET?

CABLE TRAY UNDER DESK?

A501

6 1/8" 5' - 7 7/8"

3 1/2"

4' - 5 5/8"

3 1/2"

11' - 3 1/4" 6 1/8"

23' - 0"

/2

/8

/8

/2

/2

6 1/8" 8' - 6 1/4" 5 1/2" 13' - 0" 6 1/8"

.0

4" WIDE YELLOW PAINTED STRIPE EACH

TREAD-TYP AT STAIRS

4" WIDE YELLOW PAINTED

STRIPE EACH TREAD-TYP

AT STAIRS

4" WIDE YELLOW

PAINTED STRIPE

EACH TREAD-TYP

AT STAIRS

A103

3 3/8"

23' - 0"

7' - 4"

FUTURE DESKS

FUTURE HIGH COUNTER

A406

A406

A406

A406

Sim

CORR.

min.

1' - 0"

GENERAL NOTES:

3/16" = 1'-0"A102

1 FIRST FLOOR

PLAN NORTH

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BG-7S81-(000)--80-97

WOODBURY MVE

A102

N O

D

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B Y

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C R

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A103

A103

B

7' - 4" 8" 7' - 4" 4"

1' - 0"

1' - 0" ø

' - 0 ø

' - 0 ø 5' - 0" ø 5' - 0"

TPDTPD

8"

8" 8' - 0" 3' - 4" 4' - 0" 3 7/8"

1/8"

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

5' - 4" 2' - 8"

1' - 6" 4' - 4" 1' - 6"1' - 6" 4' - 4" 1' - 6"

7' - 4" 7' - 4"

1' - 0" 1' - 0"

TPDTPD

WOMEN PVT.

WOMEN PUB.

VEST.

MEN PVT.

MEN PUB.

116B

112B

A103

1' - 6" 4' - 4" 1' - 6" 1' - 6" 4' - 4" 1' - 6"

3 1/2" 15' - 11 7/8" 1/2" +/- 5 1/2"

A406

A406

7' - 4" 7' - 4"

A406

JAN./STOR.

CMU DOES NOT

EXTEND INTO THE

VEST. OVER THE

DOOR WAY

CMU DOES NOT

EXTEND INTO THE

VEST. OVER THE

DOOR WAY

PTD

1' - 6"4' - 4"1' - 6"

7' - 4"

SD

PTD

MIRROR

LAV

TPD

1' - 0"

TPD

T P

D

SD

PTD

MIRROR

GRAB BARS

1' - 6"4' - 4"1' - 6"

1' - 0"

7' - 4"

PTD

TPD

4' - 0"3' - 4"2' - 8"5' - 4"

116B118

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BG-7S81-(000)--80-97

WOODBURY MVE

A103

1/2" = 1'-0"A103

1 ENLARGED FLOOR PLAN

1/2" = 1'-0"A103

4 117 WOMEN PUB, WEST (MEN OPP)

1/2" = 1'-0"A103

6 117 WOMEN'S PUB, NORTH (MEN OPP)

1/2" = 1'-0"A103

8 WOMEN'S PUB, EAST (MEN SIM)

1/2" = 1'-0"A103

2 WOMEN'S PVT, NORTH (MEN'S OPP)

1/2" = 1'-0"A103

7 115 WOMEN'S PVT, EAST (MEN'S OPP)

1/2" = 1'-0"A103

3 115 WOMEN'S PVT, SOUTH (MEN OPP)

1/2" = 1'-0"A103

5 117 WOMENS PUB, SOUTH(MEN OPP)

1/2" = 1'-0"A103

11 116 VES,T NORTH

1/2" = 1'-0"A103

10 116 VES,T EAST

1/2" = 1'-0"A103

12 116 VES,T WEST

1/2" = 1'-0"A103

13 116 VES,T SOUTH

1/2" = 1'-0"A103

9 115 WOMEN'S PVT, WEST (MEN OPP)

N O

D

A T

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B Y

D

E S

C R

IP

T

IO

TYPE F1

EXTERIOR, 2X6 WOOD STUD WALL

OR 2X10 STEEL WALL.

2" X 5-3/4" THERMALLY BROKEN

AND INSULATED HOLLOW METAL

DOOR FRAME, 16 GA., W/ MITERED

& WELDED CORNERS GROUND

SMOOTH. 3 ANCHORS PER JAMB.

PRIME & PAINT BOTH SIDES

TYPE F3

INTERIOR, 8" CMU WALL

2" X 8-3/4" HOLLOW METAL DOOR

FRAME 16 GA., W/ MITERED AND

WELDED CORNERS GROUND

SMOOTH. 3 ANCHORS PER JAMB,

PRIME & PAINT BOTH SIDES

TYPE F4

INTERIOR, 2X6 WOOD STUD WALL

2" X 7-3/4" HOLLOW METAL DOOR

FRAME, 16 GA., W/ MITERED AND

WELDED CORNERS GROUND

SMOOTH. 3 ANCHORS PER JAMB,

RIME & PAINT BOTH SIDES

TYPE F2

INTERIOR, 2X4 WOOD STUD WALL

2" X 5-3/4" HOLLOW METAL DOOR

FRAME, 16 GA., W/ MITERED &

WELDED CORNERS GROUND

SMOOTH. 3 ANCHORS PER JAMB.

PRIME & PAINT BOTH SIDES

TYPE F5

INTERIOR, 2X10 STEEL STUD WALL

2" X 5-3/4" HOLLOW METAL DOOR

FRAME, 16 GA., W/ MITERED AND

WELDED CORNERS GROUND

SMOOTH. 3 ANCHORS PER JAMB,

RIME & PAINT BOTH SIDES

2" 6' - 0" 2"

2" 3' - 0" 2"

2" 3' - 0" 2"

TYPE F6

EXTERIOR, 2X6 WOOD WALL

2" X 4-1/2", THERMALLY BROKEN

AND INSULATED CLEAR ANODIZED,

ALUM. STOREFRONT FRAMING W/ 1"

INSULATED AND TEMPERED GLASS

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

6' - 4"6' - 4"

2" 3' - 0" 2"

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

2" 3' - 0" 2"

TYPE OH1

INSULATED, SECTIONAL OVERHEAD DOOR W/

FULL VIEW LITES, SEE SPEC.

12' - 0"

TYPE D2

INTERIOR

1-3/4" HOLLOW METAL DOOR, 16

GA., FACTORY PRIMED, FIELD

PAINTED.

TYPE D3

INTERIOR

1-3/4" HOLLOW METAL DOOR 16

GA., FACTORY PRIMED, FIELD

PAINTED WITH 1/4" TEMPERED

GLASS SET IN METAL FRAME.

PROVIDE 1 " ARGON FILLED,

INSULATING GLASS.

6" 2' - 0" 6"

3' - 0"

3' - 0"

TYPE D1

EXTERIOR

1-3/4" INSULATED, GALVANIZED,

HOLLOW METAL DOOR, 16 GA., 1",

TEMPERED TINTED INSULATING

GLASS, LOW E, ARGON FILLED LITE

SET IN METAL FRAME. FACTORY

PRIMED, FIELD PAINTED. PROVIDE

CLOSED TOP RAIL ENCLOSURE.

3' - 0"

6" 2' - 0" 6"

6" 2' - 0" 6"

3' - 0"

TYPE D4

EXTERIOR

1-3/4" CLEAR ANODIZED, MEDIUM

STILE ALUMINUM DOOR WITH

INSULATION, 1" TINTED, ARGON

FILLED , LOW E, INSULATING

GLASS.

TYPE W1

EXTERIOR, 2X10 STEEL WALL

2" X 4-1/2" THERMALLY BROKEN AND INSULATED

ALUM. FRAME. 1", TEMPERED AND INSULATED GLASS.

9' - 0"

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

2"

TYPE W2

EXTERIOR, 2X6 WOOD WALL

2" X 4-1/2" THERMALLY

BROKEN AND INSULATED

ALUM. FRAME. 1" TEMPERED

AND INSULATED GLASS.

3' - 0"

2" 2' - 8"

2"

TYPE W3

EXTERIOR, 2X6 WOOD WALL

2" X 4 1/2" THERMALLY

BROKEN AND INSULATED

ALUM. FRAME. 1" TEMPERED

AND INSULATED GLASS.

6' - 0"

2" 2' - 9" 2" 2' - 9"

2"

TYPE W4

EXTERIOR, 2X6 WOOD WALL

2" X 4-1/2" THERMALLY

BROKEN AND INSULATED

ALUM. FRAME. 1" TEMPERED

AND INSULATED GLASS.

A405

A405

S E

E E

L E

V A

T

IO

N S

4' - 9" 4' - 9" 4' - 9" 4' - 9"

19' - 0"

13' - 6"

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

2"

TYPE W5

EXTERIOR, 2" X 5 3/4" THERMALLY

BROKEN AND INSULATED ALUM.

FRAME. 1" TEMPERED AND

INSULATED GLASS.

2" 4' - 6" 2" 4' - 7" 2" 4' - 7" 2" 4' - 6"

2" 4' - 6" 4' - 6" 4' - 6"

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

ABBREVIATIONS

ALUM = ALUMINUM

ANOD = ANODIZED

HM = HOLLOW METAL

N/A = NON APPLICABLE

STL = STEEL

TEMP = TEMPERED GLASS

DOOR & FRAME SCHEDULE

NO ROOM

DOOR FRAME

NOTESLOC. W. H. TYPE MATL./ FIN. THK. TYPE MATL./ FIN. D.

110 SCALE CONTROL ROOM EXT. 3' - 0" 7' - 0" D1 H.M./ FIELD PAINT 1 3/4" F1 H.M./ PAINT 5-3/4"

111 OFFICE INT. 3' - 0" 7' - 0" D3 H.M./ FIELD PAINT 1 3/4" F2 H.M./ PAINT 5-3/4"

112A CORR. INT. 3' - 0" 7' - 0" D3 H.M./ FIELD PAINT 1 3/4" F2 H.M./ PAINT 5-3/4"

112B CORR. INT. 3' - 0" 7' - 0" D3 H.M./ FIELD PAINT 1 3/4" F2 H.M./ PAINT 5-3/4"

113 COMM. INT. 3' - 0" 7' - 0" D3 H.M./ FIELD PAINT 1 3/4" F2 H.M./ PAINT 5 3/4"

114 MECH. INT. 3' - 0" 7' - 0" D3 H.M./ FIELD PAINT 1 3/4" F2 H.M./ PAINT 5-3/4"

115 WOMEN PVT. INT. 3' - 0" 7' - 0" D2 H.M./ FIELD PAINT 1 3/4" F3 H.M./ PAINT 8 3/4"

116B VEST. INT. 3' - 0" 7' - 0" D2 H.M./ FIELD PAINT 1 3/4" F3 H.M./ PAINT 8 3/4"

117 WOMEN PUB. INT. 3' - 0" 7' - 0" D3 H.M./ FIELD PAINT 1 3/4" F4 H.M./ PAINT 8-3/4"

118 MEN PUB. INT. 3' - 0" 7' - 0" D2 H.M./ FIELD PAINT 1 3/4" F4 H.M./ PAINT 8-3/4"

119 MEN PVT. INT. 3' - 0" 7' - 0" D2 H.M./ FIELD PAINT 1 3/4" F4 H.M./ PAINT 8-3/4"

120 VEST. 3' - 0" 7' - 0" 1 3/4"

120A INSPECTION EXT. 3' - 0" 7' - 0" D1 H.M./-FIELD PAINT 1 3/4" F1 H.M./ PAINT 5-3/4"

120B INSPECTION EXT. 12' - 0" 16' - 0" OH1 STL/FACTORY FINISH 2" N/A N/A N/A

120C INSPECTION EXT. 12' - 0" 16' - 0" OH1 STL/FACTORY FINISH 2" N/A N/A N/A

120D INSPECTION EXT. 3' - 0" 7' - 0" D1 H.M./ FIELD PAINT 1 3/4" F2 H.M./ PAINT 5-3/4"

120E INSPECTION EXT. 3' - 0" 7' - 0" D1 H.M./ FIELD PAINT 1 3/4" F2 H.M./ PAINT 5-3/4"

121 JAN./STOR. INT. 3' - 0" 7' - 0" D2 H.M./ FIELD PAINT 1 3/4" F5 H.M./ PAINT 5-3/4" DOUBLE LEAF

DOOR ELEVATIONS

DOOR FRAME ELEVATIONS

ROOM FINISH SCHEDULE

NO ROOM NAME FLR BASE

WALLS CLG.

MATL.

CLG.

HGT.NORTH EAST SOUTH WEST

010 PIT TC N/A UNFINISHED CONC. UNFINISHED CONC. UNFINISHED CONC. UNFINISHED CONC. N/A N/A

011 TUNNELL TC N/A UNFINISHED CONC. UNFINISHED CONC. UNFINISHED CONC. UNFINISHED CONC. N/A N/A

110 SCALE CONTROL ROOM PC VB1 GYP.BD./PAINT GYP.BD./PAINT GYP.BD./PAINT GYP.BD./PAINT ACT1 9'-0"

111 OFFICE PC VB1 GYP.BD./PAINT GYP.BD./PAINT GYP.BD./PAINT GYP.BD./PAINT ACT1 9'-0"

112 CORR. PC VB1 GYP.BD./PAINT GYP.BD./PAINT GYP.BD./PAINT GYP.BD./PAINT ACT1 9'-0"

113 COMM. PC VB1 GYP.BD./PAINT GYP.BD./PAINT PLYWOOD/PAINT GYP.BD./PAINT ACT1 9'-0"

114 MECH. TC N/A GYP.BD./PAINT GYP.BD./PAINT GYP.BD./PAINT GYP.BD./PAINT N/A N/A

115 WOMEN PVT. PC N/A CMU/EPOXY PAINT CMU/EPOXY PAINT CMU/EPOXY PAINT CMU/EPOXY PAINT ACT1 8'-4"

116 VEST. PC N/A CMU/EPOXY PAINT CMU/EPOXY PAINT CMU/EPOXY PAINT CMU/EPOXY PAINT GYP.BD. 9'-4"

117 WOMEN PUB. PC N/A CMU/EPOXY PAINT CMU/EPOXY PAINT CMU/EPOXY PAINT CMU/EPOXY PAINT GYP.BD. 8'-4"

118 MEN PUB. PC N/A CMU/EPOXY PAINT CMU/EPOXY PAINT CMU/EPOXY PAINT CMU/EPOXY PAINT GYP.BD. 8'-4"

119 MEN PVT. PC N/A CMU/EPOXY PAINT CMU/EPOXY PAINT CMU/EPOXY PAINT CMU/EPOXY PAINT ACT1 8'-4"

120 INSPECTION TC N/A METAL LINER/EXPOSED METAL LINER/EXPOSED METAL LINER/EXPOSED METAL LINER/EXPOSED N/A VARIES

121 JAN./STOR. TC N/A GYP.BD./PAINT GYP.BD./PAINT GYP.BD./PAINT GYP.BD./PAINT ACT1 9'-0"

ROOM TYPE KEY:

WALLS FINISHES

GYP.BD./PAINT

GYP.BD./EPOXY PAINT

CMU PAINT

CMU EPOXY PAINT

CEILING FINISHES

PAINT COLOR - WHITE, SEE SPEC

ACT-1, 2' X 2' - SUSPENDED ACOUSTICAL CEILING TILE, SEE SPEC.

FLOOR FINISHES

TC - TROWEL FINISH CONCRETE W/ PROTECTIVE COATING/SEALED, SEE SPEC.

PC - POLISHED CONCRETE, SEE SPEC.

FLOOR TREATMENTS

PENETRATING SEALER, SEE SPEC.

SURFACE SEALER, SEE SPEC.

DENSIFIER, SEE SPEC.

BASE

VB-1 - 4" VINYL BASE, SEE SPEC.

NOTES:

WINDOW ELEVATIONS

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BG-7S81-(000)--80-97

WOODBURY MVE

A201

N O

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HOLLOW METAL DOOR

HEAD, ANCHOR PER MFG.

8" CMU BOND BEAM SEE STRUCTURAL

SEALANT AT PERIMETER

BOTH SIDES, TYP.

F3 DOOR HEAD

DOOR, SEE SCHEDULE

8" CMU WALL

HOLLOW METAL JAMB,

ANCHOR PER MFG.

F3 DOOR JAMB

8 3/4"

8 3/4"

ANCHOR AT WALL PER MFG.

DOOR SEE SCHEDILE

F3 DOOR SILL

HOLLOW METAL DOOR FRAME

WIRE MASONRY ANCHOR

CMU

8 3/4"

8"

8"

CONCRETE FLOOR

SEE STRUCTURAL

SEALANT AT PERIMETER

BOTH SIDES, TYP.

F2 DOOR HEAD

DOOR, SEE SCHEDULE

TYPE XX WALL, SEE PLAN

F2 DOOR JAMB

HOLLOW METAL DOOR FRAME.

ANCHOR AT JAMB PER MFG.

DOOR SEE SCHEDILE

F2 DOOR SILL

CONCRETE FLOOR

SEE STRUCTURAL

HOLLOW METAL DOOR FRAME

5 3/4"

DOOR SEE SCHEDULE

TYPE X WALL, SEE PLAN

HOLLOW METAL DOOR FRAME.

ANCHOR FRAME AT HEAD PER MFG.

5 3/4"

3 1/2"

2X HEADER SEE STRUCTURAL

2X STUD FRAMING SEE STRUCTURAL

5 3/4"

2X4

3 1/2"

F5 DOOR HEAD

H. M. DOOR #121,

SEE SCHEDULE

F5 DOOR SILL

5 3/4"

5/8" GYP.BD.

INSULATION PER BLDG. MFG.

METAL LINER PANEL TO 7'-6".

METAL LINER PANEL J TRIM

2X6 WOOD HEADER

LT. GAUGE METAL STUD BLOCKING

GYP.BD. CORNER BEAD

GYP.BD. J BEAD

SEALANT

2X4 STUD WALL

METAL LINER PANEL J TRIM

HM DOOR AND FRAME, SEE SCHEDULES

FRAME F5, DOOR #121

5 3/4"

5/8" 3 1/2" 10"

1' - 2 1/8"

WOOD BLOCKING2

F5 DOOR JAMB

5/8" GYP.BD.

INSULATION PER BLDG. MFG.

METAL LINER

2X4 JAMB FRAMING

GYP.BD. CORNER BEAD

2X4 STUD WALL

METAL LINER PANEL J TRIM

HM DOOR AND FRAME, SEE SCHEDULES

FRAME F5, DOOR #121

5 3/4"

5/8" 3 1/2" 10"

1' - 2 1/8"

WOOD BLOCKING2

H.M. FRAME

120 INSPECTION121 JAN/STOR.

10" STEEL CHANNEL PER BLDG. MFG.

10" STEEL CHANNEL PER BLDG. MFG.

GYP.BD. INT. JAMB

GYP.BD. INT. JAMB

GYP.BD. J BEAD

SEALANT

CONCRETE FLOOR,

SEE SRUCT.

OVERHEAD DOOR

TRACK ASSEMBLY

1/2" EXPANSION JOINT

W/ SEALANT CAP, SEE

STRUCT.

OH1 OVHD DOOR SILL

INSULATED OVERHEAD

DOOR, SEE SPEC

WEATHER SEAL AT

BOTTOM OF DOOR

SLOPED EDGE

SEE STRUCURAL

INTERIOREXTERIOR

OH1 OVHD 1 DOOR HEAD

INSULATED OVERHEAD

DOOR, SEE SPEC

OVERHEAD DOOR WEATHER SEAL

METAL LINER PANEL

10" STEEL CHANNEL

PER BLDG. MFG.

METAL PANEL

OVERHEAD DOOR WEATHER SEAL

METAL LINER PANEL

METAL PANEL

OVERHEAD DOOR

TRACK PER SPEC

MOUNTING BRACKET

PER SPEC

INSULATION PER BLDG. MFG.

OVERHEAD DOOR

HARDWARE SEE SPEC.

JAMB TRIM PER BLDG MFG.

J CHANNEL AT BLG. PER

BLDG MFG.

METAL JAMB TRIM

OH1 OVHD DOOR JAMB

INSULATION PER BLDG MFG.

METAL PANEL

METAL J CHANNEL PER BLDG. MFG.

METAL J CHANNEL PER BLDG. MFG.

CONCRETE FLOOR,

SEE SRUCT.

F6 DOOR HEAD

F6 DOOR JAMB

F6 DOOR SILL

THERMALLY BROKEN

ALUM. THRESHOLD PER

DOOR MFG.

2X6 HEADER SEE STRUCT.

5/8"5 1/2"5/8" 1 1/2"

4 1/2"

SEAL JOINTS WITH BACKER

ROD AND SEALANT AT

PERIMETER, BOTH SIDES, TYP.

THERMALLY BROKEN DOOR

ASSEMBLY, SEE SPEC.

4 1/2"

SEAL JOINTS WITH BACKER

ROD AND SEALANT AT

PERIMETER, BOTH SIDES, TYP.

THERMALLY BROKEN AND

INSULATED ALUM. DOOR

ASSEMBLY, SEE SPEC.

METAL J CHANNEL PER

BLDG. MFG.

2X6 JAMB FRAMING, SEE STRUCT.

INSULATION

METAL L CHANNEL

THERMALLY BROKEN AND

INSULATED ALUMINUM JAMB,

PER MFG.

3 5/8" 1/2"5 1/2"5/8"

1 1/2"

OSB SHEATHING

METAL PANEL

VAPOR BARRIER

THERMALLY BROKEN AND

INSULATED ALUM. DOOR

ASSEMBLY, SEE SPEC.

4 1/2"

EXTERIOR INTERIOR

F6 SIDELIGHT HEAD

F6 SIDELIGHT JAMB

F6 SIDELIGHT SILL

OSB SHEATHING

METAL PANEL

VAPOR BARRIER

SEAL JOINTS WITH BACKER

ROD AND SEALANT AT

PERIMETER, BOTH SIDES, TYP.

SEAL JOINTS WITH BACKER

ROD AND SEALANT AT

PERIMETER, BOTH SIDES, TYP.

METAL J CHANNEL PER

BLDG. MFG.

OSB SHEATHING

METAL PANEL

VAPOR BARRIER

METAL DRIP EDGE PER BLDG. MFG.

EXTERIOR INTERIOR

THERMALLY BROKEN AND

INSULATED ALUM. SIDELIGHT

ASSEMBLY, SEE SPEC.

THERMALLY BROKEN AND

INSULATED ALUM. DOOR

ASSEMBLY, SEE SPEC.

F6

DOOR/SIDELIGHT STILE

4 1/2"

4 1/2"

4 1/2" 1/4"

SEAL JOINTS WITH BACKER

ROD AND SEALANT AT

PERIMETER, BOTH SIDES, TYP.

THERMALLY BROKEN AND

INSULATED ALUMINUM SILL,

PER MFG.

THERMALLY BROKEN AND

INSULATED ALUMINUM STILE,

PER MFG.

CONCRETE FLOOR,

SEE SRUCT.

CONCRETE FLOOR,

SEE SRUCT.

1/2" MASONRY MESH

CMU

INSULATION

THERMALLY BROKEN AND

INSULATED ALUM. HEAD PER MFG.

5/8" GYP.BD.

5/8" GYP.BD. WRAP

5 1/2"5/8" 1 1/2"

4 1/2"

METAL L CHANNEL

THERMALLY BROKEN AND

INSULATED ALUMINUM JAMB,

PER MFG.

CMU

11 3/4"

3 5/8" 1/2"5 1/2"5/8"

1 1/2"

11 3/4"

INSULATION

THERMALLY BROKEN AND

INSULATED ALUM. HEAD PER MFG.

5/8" GYP.BD.

5/8" GYP.BD. WRAP

8 1/4"8 1/4"

2X6 HEADER SEE STRUCT.

OSB SHEATHING

METAL PANEL

VAPOR BARRIER

METAL DRIP EDGE PER BLDG. MFG.

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Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010

(515) 239-1299

COUNTY: DISTRICT:

PROJECT NUMBER:

/7

/2

:2 :0

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W o o d b u ry

C o u n ty

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12 SEP 25

BG-7S81-(000)--80-97

WOODBURY MVE

A202

1 1/2" = 1'-0"A202

3 OH DOOR SILL

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N

1 1/2" = 1'-0"A202

4 INT. DOOR FRAME TYPE F3 DETAILS

1 1/2" = 1'-0"A202

5 INT. DOOR FRAME TYPE F2 DETAILS

1 1/2" = 1'-0"A202

2 INT. DOOR FRAME TYPE F5 DETAILS

1 1/2" = 1'-0"A202

1 EXT. DOOR FRAME TYPE F6 DETAILS

EXTERIOR

4 1/2"

THERMALLY BROKEN

ALUMINUM HEAD,

ANCHOR PER MFG

FRONT GLAZING, SEE SPEC.

4 1/2"

SEAL JOINTS W/ BACKERROD

AND SEALANT AT PERIMETER

BOTH SIDES, TYP.

FRONT GLAZING, SEE SPEC.

W1 WINDOW HEAD

FRONT GLAZING, SEE SPEC. THERMALLY BROKEN AND

INSULATED ALUMINUM

JAMB, PER MFG.

SEAL JOINTS WITH BACKER

ROD AND SEALANT AT

PERIMETER, BOTH SIDES,

TYP.

INTERIOR

W1 WINDOW SILL

THERMALLY BROKEN ALUM.

SILL, ANCHOR PER MFG

4 1/2"

INSULATION PER BLDG

MFG.

METAL PANEL

METAL CHANNEL PER BLDG. MFG.

METAL J CHANNEL

PER BLDG. MFG.

10" STEEL CHANNEL

PER BLDG. MFG.

INSULATION PER

BLDG MFG.

W1 WINDOW JAMB

10"1 1/2"

METAL PANEL

ALUMINUM DRIP EDGE AD WDW. HEAD

METAL PANEL

INSULATION PER

BLDG MFG.

SEAL JOINTS W/ BACKERROD

AND SEALANT AT PERIMETER

BOTH SIDES, TYP.

METAL DRIP EDGE PER BLDG. MFG.

10" STEEL CHANNEL

PER BLDG. MFG.

1 1/2" 10"

10" STEEL CHANNEL

PER BLDG. MFG.

W1 HORIZONTAL

MULLION

FRONT GLAZING, SEE SPEC.

FRONT GLAZING, SEE SPEC.

4 1/2"

2X HEADER, SEE

STRUCTURAL

EXTERIOR

4 1/2"

THERMALLY BROKEN

ALUMINUM HEAD,

ANCHOR PER MFG

FRONT GLAZING, SEE SPEC.

4 1/2"

SEAL JOINTS W/ BACKERROD

AND SEALANT AT PERIMETER

BOTH SIDES, TYP.

WRAP VAPOR BARRIER PER WDW. MFG.

FRONT GLAZING, SEE SPEC.

W2 WINDOW HEAD

FRONT GLAZING, SEE SPEC. THERMALLY BROKEN AND

INSULATED ALUMINUM

JAMB, PER MFG.

SEAL JOINTS WITH BACKER ROD

AND SEALANT AT PERIMETER,

BOTH SIDES, TYP.

INTERIOR

W2 WINDOW SILL

THERMALLY BROKEN ALUM.

SILL, ANCHOR PER MFG

4 1/2"

5/8"5 1/2"5/8" 1 1/2"

1/2" OSB SHEATHING

2X SILL, SEE STRUCTURAL

INSULATION

METAL PANEL

VAPOR BARRIER

METAL CHANNEL PER BLDG. MFG.

5/8" GYP.BD. WRAP AT

OPENING. PERIMETER

SEALANT AT PERIMETER, TYP.

SEALANT AT PERIMETER, TYP.

5/8" GYP.BD. WRAP AT

OPENING. PERIMETER

METAL J CHANNEL

PER BLDG. MFG.

5/8"5 1/2"5/8" 1 1/2"

SEALANT AT FRAME

PERIMETER, TYP.

5/8" GYP.BD. WRAP AT

OPENING. PERIMETER

OSB SHEATHING

VAPOR BARRIER

2X JAMB SEE STRUCTURAL

INSULATION

OSB SHEATHING

VAPOR BARRIER

5/8" GYP.BD.

5/8" GYP.BD.

W2 WINDOW JAMB

5/8"5 1/2"5/8"

1 1/2"

METAL PANEL

METAL PANEL

INSULATION

5/8" GYP.BD.

SEAL JOINTS W/ BACKERROD

AND SEALANT AT PERIMETER

BOTH SIDES, TYP.

SEAL JOINTS W/ BACKERROD

AND SEALANT AT PERIMETER

BOTH SIDES, TYP.

METAL DRIP EDGE PER BLDG. MFG.

1 1/2" = 1'-0"A203

2 WINDOW FRAME TYPE W2 DETAILS, W3, W4, W5 SIM.

1 1/2" = 1'-0"A203

1 WINDOW FRAME TYPE W1 DETAILS

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Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010

(515) 239-1299

COUNTY: DISTRICT:

PROJECT NUMBER:

/7

/2

:2 :0

P

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W o o d b u ry

C o u n ty

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12 SEP 25

BG-7S81-(000)--80-97

WOODBURY MVE

A203

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BEAM-COL-HIGH

122' - 9 1/4"

1234567

A402

A402 wall 8 116' - 0"

TOP OF SLAB

100' - 0"

1 1/2" FW 120-0 FLUSH PANEL CONCEALED FASTENER

(12" WIDE) VERTICAL MOUNT

6" GALV. STAND. STEEL

PIPE. FILL W/CONC.

PRIME & PAINT

C1 y

A406

A405

A405

T.O. STUD WALL

110' - 4 1/2"

T.O. OFF FOOTING

96' - 0"

T.O. HEEL

111' - 8 1/2"

W1 W1 W1 W1

W3W3

C2

C3

C2

C1

C1C1

C3

1 1/2" 7.2 RIBBED METAL EXPOSED FASTENER PANEL

(36" WIDE) VERTICAL MOUNT1 1/2" 7.2 RIBBED METAL EXPOSED

FASTENER PANEL

(36" WIDE) VERTICAL MOUNT

A405

C3C3

C2C2C2C2

1 1/2" 7.2 RIBBED METAL EXPOSED

FASTENER PANEL

(36" WIDE) VERTICAL MOUNT

C2 C2

C3 C3

20' - 10" 1' - 0" 19' - 0" 1' - 0" 19' - 0" 1' - 0" 19' - 0" 1' - 0" 19' - 0" 1' - 0" 20' - 10"

W1 W1 W1 W1

BEAM-COL-HIGH

122' - 9 1/4"

A401

A401

BEAM-COL-LOW

120' - 8"

120A6" GALV. STAND. STEEL

PIPE. FILL W/CONC.

PRIME & PAINT

T.O. STUD WALL

110' - 4 1/2"

T.O. FLOOR

100' - 0"

T.O. OFF FOOTING

96' - 0"

DOWNSPOUT

C B

A

T.O. HEEL

111' - 8 1/2"

W3W5

1 1/2" 7.2 RIBBED METAL

EXPOSED FASTENER

PANEL

(36" WIDE) VERTICAL

MOUNT

1 1/2" 7.2 RIBBED METAL

EXPOSED FASTENER

PANEL

(36" WIDE) VERTICAL

MOUNT

1 1/2" 7.2 RIBBED METAL EXPOSED

FASTENER PANEL

(36" WIDE) VERTICAL MOUNT

1 1/2" FW 120-0 FLUSH

PANEL CONCEALED

FASTENER

(12" WIDE) VERTICAL MOUNT

C1

C2

C2C1 C1

C1 C1

C3 C3

1 1/2" FW 120-0 FLUSH

PANEL CONCEALED

FASTENER

(12" WIDE) VERTICAL MOUNT

1 2 3 4 5 6 7

A402

A402

BEAM-COL-LOW

120' - 8"

TOP OF SLAB

100' - 0"

C1 C1

6" GALV. STAND.

STEEL PIPE. FILL

W/CONC.

PRIME & PAINT

6" GALV. STAND. STEEL

PIPE. FILL W/CONC.

PRIME & PAINT

T.O. FLOOR

100' - 0"

T.O. OFF FOOTING

96' - 0" wall 22 110' - 4 1/2"

1 1/2" 7.2 RIBBED METAL EXPOSED FASTENER PANEL

(36" WIDE) VERTICAL MOUNT

C1

BEAM-COL-HIGH

122' - 9 1/4"

A401

A401

BEAM-COL-LOW

120' - 8"

TOP OF SLAB

100' - 0"

C2

C1

4' - 0"

6" GALV. STAND.

STEEL PIPE FILL

W/CONC.

PRIME & PAINT

T.O. STUD WALL

110' - 4 1/2"

T.O. OFF FOOTING

96' - 0"

120E 120D

120C

CB

A wall 22 110' - 4 1/2"

W3 C2

C3

C2

1 1/2" FW 120-0 FLUSH PANEL

CONCEALED FASTENER

(12" WIDE) VERTICAL MOUNT

1 1/2" 7.2 RIBBED METAL

EXPOSED FASTENER PANEL

(36" WIDE) VERTICAL MOUNT

1 1/2" 7.2 RIBBED

METAL EXPOSED

FASTENER PANEL

(36" WIDE) VERTICAL

MOUNT

C1 C1

1 1/2" FW 120-0 FLUSH

PANEL CONCEALED

FASTENER

(12" WIDE) VERTICAL

MOUNT

C1C2

C3 C3 C3

WALL PACK

METAL BLDG. MANUF.

COLOR LEGEND:

C1 COLOR 1

C2 COLOR 2

C3 COLOR 3

1/8" = 1'-0"A301

1 FRONT ELEVATION

1/8" = 1'-0"A301

4 LEFT ELEVATION

1/8" = 1'-0"A301

2 BACK ELEVATION

1/8" = 1'-0"A301

3 RIGHT ELEVATION

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Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010

(515) 239-1299

COUNTY: DISTRICT:

PROJECT NUMBER:

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:2 :1

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12 SEP 25

BG-7S81-(000)--80-97

WOODBURY MVE

A301

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FIRST FLOOR

100' - 0"

BEAM-COL-HIGH

122' - 9 1/4"

1 2 3 4 5 6 7

TUNNEL FLOOR

90' - 8"

PIT FLOOR

95' - 11"

A402

A402

A402

A402 A403

8 T @ 11"

R.O.

7' - 4"

1' - 0"

1' - 0"

1 1/2" DIA. PRIMED PAINTED STEEL

PIPE HAND RAIL

2' - 0"

A404

CAST IN PLACE, REINF. CONC. STAIRS &

PIT FLOOR SEE

STRUCT. DWGS.

6" GRANULAR, SUB-BASE FILL

24" SUB-GRADE/GENERAL FILL

24" SUB-GRADE/GENERAL FILL

A401

A401

INSPECTION

5' - 0"

4" DIA. PERF.

CORRUG. DRAIN TAIL

W/FILTER FABRIC SET ON

COMPACTED

GENERAL FILL OR SOILS

NEW COMPACTED

SUBGRADE ADJ. TO

FNDN.

4" DIA. PERF.

CORRUG. DRAIN TAIL W/FILTER

FABRIC SET ON COMPACTED

GENERAL FILL OR SOILS

112B 121

METAL LINER PANEL

INTEGRAL CONC

CURB -TYP

ALUM. WINDOW

BEAM-COLUMN

STANDING SEAM (SSR) METAL ROOF W/SPACER CLIPS.

CLIPS TO PROVIDE MIN. 1 1/2" CLEARANCE FROM PURLIN TO PANEL

OPTILINER R-30 SINGLE LAYER

INSUL. W/BANDED VAPOR

BARRIER

WALL PACK - SEE ELEC

WALL PACK - SEE ELEC

OPTILINER R-30 SINGLE

LAYER INSUL. W/BANDED

VAPOR BARRIER

6" GALV. STAND.

STEEL PIPE. FILL

W/CONC.

PRIME & PAINT

6" GALV. STAND. STEEL PIPE.

FILL W/CONC.

PRIME & PAINT

R-19 & R-11 FIBERGLASS INSULATION

LINER SYSTEM OWENS-CORNING

OPTILINER BANDED LINER SYSTEM

CMU WALL

TUNNELL

120C 120B

OPTILINER R-30 SINGLE LAYER

INSUL. W/BANDED VAPOR

BARRIER

OPTILINER R-30 SINGLE LAYER

INSUL. W/BANDED VAPOR

BARRIER

2" RIGID INSUL

RIGID INSUL

CONC APPROACH - SEE CIVIL

CONC APPROACH - SEE CIVIL

CONC FOUNDATION

& FOOTING

CONC FOUNDATION

& FOOTING

CONC SLAB OVER VAPOR BARRIER - SEE STRUC

CONC SLAB OVER VAPOR BARRIER-

SEE STRUC

W1 W1

W1 W1

T.O. MASONRY

109' - 4"

A401

A401

T.O. FOOTING

96' - 0"

A402

A402

T.O. STUD WALL

110' - 4 1/2"

A404

A404

T.O. FLOOR

100' - 0"

120A

120B

CBA

SCALE CONTROL

ROOM

INSPECTION

110 113 114 116B 1191159

R-38 FIBERGLASS BLOWN-IN

INSULATION

2x6 STUD WALL

WITH R-20 FIBERGLAS

BATT INSUL.

CONC SLAB - SEE

STRUC.

CONC FOOTING

& FOUNDATION

- SEE STRUC.

2X4 TRUSS @ 24" O.C.

R-19 & R-11

FIBERGLASS

INSULATION LINER

SYSTEM OWENS-

CORNING OPTILINER

BANDED LINER

SYSTEM

OPTILINER R-30

SINGLE LAYER

INSUL. W/BANDED

VAPOR BARRIER

OPTILINER R-30

SINGLE LAYER

INSUL. W/BANDED

VAPOR BARRIER

CONC FOOTING

FOUNDATION

- SEE STRUC

2" RIGID INSUL

CONC FOOTING &

FOUNDATION

- SEE STRUC

CONC SLAB

OVER VAPOR

BARRIER - SEE

STRUC

CONC SLAB OVER

VAPOR BARRIER - SEE

STRUC

6" GALV. STAND.

STEEL PIPE. FILL

W/CONC.

PRIME & PAINT

CMU WALL

4" DIA. PERF.

CORRUG. DRAIN TAIL W/FILTER

FABRIC SET ON COMPACTED

GENERAL FILL OR SOILS

METAL ROOF

METAL LINER

PANEL120B

2" RIGID INSUL

INTEGRAL CONC

CURB

STD GUTTER

3/16" = 1'-0"A401

1 LONGITUDINAL SECTION INSPECTION

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Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010

(515) 239-1299

COUNTY: DISTRICT:

PROJECT NUMBER:

/7

/2

:2 :1

P

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W o o d b u ry

C o u n ty

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12 SEP 25

BG-7S81-(000)--80-97

WOODBURY MVE

A401

3/16" = 1'-0"A401

2 LONGITUDINAL SECTION OFFICE

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FIRST FLOOR

100' - 0"

BEAM-COL-HIGH

122' - 9 1/4"

TUNNEL FLOOR

90' - 8"

A401

A401

PIT FLOOR

95' - 11"

T.O. FOOTING

96' - 0"

BEAM-COL-LOW

120' - 8"

A403

4" DIA. PERF.

CORRUG. DRAIN TAIL W/FILTER

FABRIC SET ON COMPACTED

GENERAL FILL OR SOILS

METAL LINER PANEL

CONTROL JT. W/SEALANT OVER

BACKER ROD COMPACTED DRAINAGE

COURSE OVER GRANULAR SUB

BASE FILL

33' - 4"

120E 120A

120B

CB

1 1/2" DIA., PRIMED & PAINTED

STEEL PIPE HANDRAIL AT

BOTH SIDES OF EACH STAIRS

ENGINEERED FILL - SEE

STRUCTURAL

BEAM-COLUMN

METAL PANEL AS SPEC

ATTACH OVER THERMAL TAPE

AT GIRT

METAL GIRT

OPTILINER R-30 SINGLE LAYER

INSUL. W/BANDED VAPOR

BARRIER

SIM

METAL LINER

PANEL

2" POLYSTYRENE INSULATION AT

OUTSIDE WALL AT STAIR RUN

INSULATION TO EXTEND 1'-0"

BEYOND EACH END OF STAIR

METAL PANEL AS SPEC

ATTACH OVER THERMAL TAPE

AT GIRT

POURED IN PLACE CONCRETE

STAIRS - SEE STRUC

CONCRETE FLOOR& WALL -

SEE STRUC.

CONC FLOOR OVER VAPOR

BARRIER - SEE STRUC

CONC FOUNDATION &

FOOTING - SEE STRUC

STANDING SEAM (SSR) METAL

ROOF W/SPACER CLIPS.

CLIPS TO PROVIDE MIN. 1 1/2"

CLEARANCE FROM PURLIN TO

PANEL

R-19 & R-11

FIBERGLASS

INSULATION LINER

SYSTEM OWENS-

CORNING OPTILINER

BANDED LINER

SYSTEM

6" GALV. STAND.

STEEL PIPE. FILL

W/CONC.

PRIME & PAINT

OPTILINER R-30 SINGLE LAYER

INSUL. W/BANDED VAPOR

BARRIER

CMU WALL

TUNNELL

INSPECTION

PIT FLOOR

95' - 11"

T.O. STUD WALL

110' - 4 1/2"

T.O. FLOOR

100' - 0"

T.O. OFF FOOTING

96' - 0"

2x6 WOOD STUD

W/R-20 FIBERGLASS

INSULATION

2x WOOD TRUSS

2x6 DOUBLE TOP PLATE

ACT

2x4 STUD WALL

-SEE WALL TYPES

CMU - SEE WALL TYPES

2' - 6 1/2"

5/8" GYPSUM BD OVER 6" METAL

STUDS @ 16" O.C. CEILING 9'-4"

A.F.F. TO STUDS

23' - 0"

R-38 FIBERGLASS BLOWN-IN

INSULATION

WOMEN PVT.

WOMEN PUB.

CONC SLAB - SEE STRUC.

wall 22 110' - 4 1/2"

EXISTING SUBGRADE

CONC FOOTING &

FOUNDATION

- SEE STRUC.

5/8" GYP BD

/4

2" POLYSTYRENE RIGID INSUL

2x6 WOOD STUD

W/R-20 FIBERGLASS

INSULATION

FIRST FLOOR

100' - 0"

BEAM-COL-HIGH

122' - 9 1/4"

A401

A401

PIT FLOOR

95' - 11"

BEAM/COL-PURLIN

120' - 8"

A403

4" DIA. PERF.

CORRUG. DRAIN TAIL W/FILTER FABRIC

SET ON COMPACTED

GENERAL FILL OR SOILS

A404

Sim

24" SUBGRADE GENERAL FILL

6" CONC. SLAB OVER VAPOR

BARRIER-SEE STRUC.

CRUSHED ROCK

ALUM WINDOW

SYSTEM

120B

120E 120A

25' - 4" 4' - 0"4' - 0"

CB

INSPECTION

NEW COMPACTED

SUBGRADE ADJ. TO FNDN.

COMPACTED DRAINAGE

COURSE

BEAM-COLUMN

RIGID INSULATION

CONC FOUNDATION &

FOOTING -SEE STRUCT

T.O. HEEL

111' - 8 1/2"

6" CONC. SLAB-SEE STRUC.

CONC FOUNDATION &

FOOTING - SEE STRUC

OPTILINER R-30 SINGLE LAYER

INSUL. W/BANDED VAPOR

BARRIER

R-19 & R-11

FIBERGLASS

INSULATION LINER

SYSTEM OWENS-

CORNING OPTILINER

BANDED LINER

SYSTEM

6" GALV. STAND.

STEEL PIPE. FILL

W/CONC.

PRIME & PAINT

INTEGRAL CURB

STD GUTTER

SHEET

DATE:

x

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Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010

(515) 239-1299

COUNTY: DISTRICT:

PROJECT NUMBER:

/7

/2

:2 :1

P

M

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W o o d b u ry

C o u n ty

S a lix

S c a le

H o u s e

I n s p e c ti o n B u ild in g

B U

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12 SEP 25

BG-7S81-(000)--80-97

WOODBURY MVE

A402

1/4" = 1'-0"A402

1 CROSS SECTION INSP. ACCESS FLOOR

1/4" = 1'-0"A402

2 CROSS SECTION OFFICE

1/4" = 1'-0"A402

3 CROSS SECTION INSP. ACCESS PIT

N O

D

A T

E

B Y

D

E S

C R

IP

T

IO

BEAM-COL-HIGH

122' - 9 1/4"

C GIRT @

WINDOW SILL

116' - 0"

TOP OF SLAB

100' - 0"

CLOSURE

STRIP @ SSR

ALUMINUM WINDOW

SYSTEM

PEMB STAND. 1"

PREFIN. FLUSH PANEL

SOFFIT PROVIDE ADD.

FRAMING AS REQUIRED

2" R-10 EXTRUDED

POLYSTYRENE

INSUL. @ INSIDE

FACE OF ALL

EXT. WALL

FOUNDATIONS

FINISH GRADE

SLOPE FOR

DRAINAGE

SILL C GIRT BY PEMB

SUPPLIER

BEAM COLUMN

EXIST. SOIL

STANDING SEAM (SSR) METAL ROOF

W/SPACER CLIPS.

CLIPS TO PROVIDE MIN. 1 1/2"

CLEARANCE FROM PURLIN TO PANEL

8"

NEW COMPACTED

SUBGRADE ADJ.

TO FNDN.

VAPOR BARRIER SEE SPEC.

CONC. SLAB SEE STRUCT.

DWGS.

24" NEW ENGINEERED

COMPACT SUBGRADE

6" ENGINEERED FREE DRAINING

GRANULAR SUB-BASE

METAL LINER

PANEL TO 7'-6"

OPTILINER R-30

SINGLE LAYER

INSUL. W/BANDED

VAPOR BARRIER

A405

A405

A405

LINER VAPOR BARRIER

ROOF PURLIN

R-19 & R-11 FIBERGLASS

INSULATION LINER SYSTEM

OWENS-CORNING OPTILINER

BANDED LINER SYSTEM

R-3 THERMAL SPACER

FLASHING

EAVE

FASCIA

FLASHING

12"

1"

INSPECTION BAY

ORGANIC SOIL

4' - 0"

LINE OF BEAM COLUMN BEYOND

GIRT

120A120E

B

METAL PANEL AS SPEC

ATTACH OVER THERMAL TAPE AT GIRT

T.O. FOOTING

96' - 0"

BEAM/COL-PURLIN

120' - 8"

TOP OF SLAB

100' - 0"

METAL GIRT

METAL PANEL AS SPEC

SCREW ATTACHED OVER

THERMAL TAPE TO PURLIN

SILL C GIRT BY PEMB

SUPPLIER

SSTANDING SEAM (SSR) METAL

ROOF W/SPACER CLIPS.

CLIPS TO PROVIDE MIN. 1 1/2"

CLEARANCE FROM PURLIN TO

PANEL

2" R-10 EXTRUDED

POLYSTYRENE INSUL@ INSIDE

FACE OF

ALL EXT. WALL FOUNDATIONS

METAL LINER PANEL

TO 7'-6"

EXIST. SUBGRADE

CONCRETE SLAB

SEE STRUCTURAL

24" NEW ENGINEERED COMPACT SUBGRADE

REINF. CONC. FOUNDATION &

FOOTING SEE STRUCT. DWGS.

STD GUTTER

12"

1"

NEW COMPACTED

SUBGRADE ADJ. TO FNDN.

INSPECTION BAY

INSIDE PANEL CLOSURE

BEAM-COLUMN BEYOND

6" ENGINEERED FREE DRAINING

GRANULAR SUB-BASE - SEE

STRUCT

VAPOR BARRIER SEE

SPEC.

LINER VAPOR BARRIER

R-19 & R-11 FIBERGLASS

INSUL. LINER

SYSTEM OWENS-CORNING

OPTILINER

BANDED LINER SYSTEM

CLOSURE STRIP

@ SSR

/-3

PEMB STAND 1" PREFIN.

FLUSH PANEL

SOFFIT PROVIDE ADD.

FRAMING AS REQUIRED

OVERHANG BEAM

4' - 0"

ORGANIC SOIL

C

OPTILINER R-30 SINGLE

LAYER INSUL. W/BANDED

VAPOR BARRIER

LINE OF BEAM COLUMN

BEYOND

T.O. FOOTING

96' - 0"

STEEL BOLLARD

SEE STRUCT.

DWGS.

2" R-10 EXTRUDED

POLYSTYRENE INSUL.

12" ENGINEERED,

COMPACTED FREE

DRAINING,

GRANULAR SUB-BASE

SEE GEO REPORT

EXISTING SUBGRADE

REINF. CONCRETE

FOUNDATION

AND FOOTING SEE

STRUCT. DWGS.

CONC. DRIVE SEE CIVIL

DWGS.

REINF.CONCRETE SLAB SEE

STRUCTURAL

PURLIN PREFIN. 1"

FLUSH PANEL SOFFIT

3" +/- PANEL W/R-3

THERMAL SPACER

GABLE TRIM

OVERHEAD DOOR

AS SCHED.

SELF LEVELING SEALANT

OVER 3/4" EXP. JOINT MATL.

VAPOR BARRIER SEE SPEC.

24" NEW ENGINEERED

COMPACTED

SUBGRADE

INSPECTION BAY

SEALANT

DOOR HEADER

GIRT

OPTILINER R-30 SINGLE

LAYER INSUL. W/BANDED

VAPOR BARRIER LINER

SSTANDING SEAM (SSR)

METAL ROOF W/SPACER

CLIPS.

CLIPS TO PROVIDE MIN. 1 1/2"

CLEARANCE FROM PURLIN

TO PANEL

R-19 & R-11 FIBERGLASS

INSULATION LINER SYSTEM

OWENS-CORNING OPTILINER

BANDED LINER SYSTEM

INSIDE CLOSURE TYPICAL @

ALL EXT WALLS

PURLIN

EXTENSION

FLASHING

R-19 & R-11 FIBERGLASS

INSULATION LINER SYSTEM

OWENS-CORNING OPTILINER

BANDED LINER SYSTEM

/2

4' - 0"

A202

T.O. STUD WALL

110' - 4 1/2"

T.O. HEEL

111' - 8 1/2"

1/2" = 1'-0"A403

1 WALL SECTION @ HIGH SIDE

1/2" = 1'-0"A403

2 WALL SECTION @LOW SIDE

SHEET

DATE:

x

S h e e t Io w a D

O T

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Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010

(515) 239-1299

COUNTY: DISTRICT:

PROJECT NUMBER:

/7

/2

:2 :1

P

M

M V

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W o o d b u ry

C o u n ty

S a lix

S c a le

H o u s e

I n s p e c ti o n B u ild in g

W A

L L S

E C

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S a lix

IA

12 SEP 25

BG-7S81-(000)--80-97

WOODBURY MVE

A403

1/2" = 1'-0"A403

3 WALL SECTION @ OVERHEAD DOOR

N O

D

A T

E

B Y

D

E S

C R

IP

T

IO

A401

A401

TOP OF SLAB

100' - 0"

EXISTING SUBGRADE

4" ⌀, PERF. PVC CORRUGATE

DRAIN W/FILTER

FABRIC SET ON COMPACTED

SUBGRADE RUN

TO SUMP PIT TYP. AT ALL

SLABS/FOUND./FOOTING AT

INSPECT ACCESS TUNNEL, PIT

AND STAIRS

1/4" EXTRUDED POLYSTYRENE

FOAM INSUL. PROTECTION BD. OVER

WR MEADOWS, SPRAY ON HYDROSTATIC

836 OREQ. WATERPROOFING. TYP. @

BELOW GRADE WALLS

REINF. CONC. FNDN. & SLABS

SEE STRUCT. DWGS.

BAYNETS SERVICE PIT SAFETY SYSTEM, N820BK

W/2 INCH BORDER WEB

VAPOR PROOFING

MEMBRANE

GRANULAR, FREE DRAINING, COMPACTED

SUB BASE

COMPACTED,

ENGINEERED, SUB

BASE/GENERAL

FILL - SEE STRUCT

WELD CAB-LUGS (2) + PAD EYES (4) (TOTAL FOR BOTH

SIDES OF PIT)TO TUBE

3" X 8" GALV. STEEL TUBE.

PRIME AND PAINT. SEE STRUCT DWGS.

STEEL ANGLE

PVC WATER STOP

COMPACTED DRAINAGE COURSE

COMPACTED

DRAINAGE COURSE

FIRST FLOOR

100' - 0"

T.O. FOOTING

96' - 0"

A401

A401

CONC FOUNDATION & FOOTING

-SEE STRUCT

2X6 SOLE

SILL GASKET

10" 1/2"⌀ MIN. THREADED

ROD W/LOCK WASHER/NUT

EMBEDED 7"

EVERY 48" O.C.

5/8" PLYWOOD

2X6 STUD @ 24" O.C.

2X6 DOUBLE TOP PLATE

R-38 BLOWN IN FIBERGLASS

INSULATION

CONC SLAB - SEE STRUCT

5/8" GYPSUM BOARD

2" RIDGID INSULATION

CONC SLAB - SEE STRUCT

COMPACTED DRAINAGE COURSE

ACOUSTIC CEILING TILE

2X TRUSS

T.O. STUD WALL

110' - 4 1/2"

VAPOR BARRIER

CRUSHED ROCK - SEE STRUCT

5/8" GYPSUM BD

2' - 6 5/8"

METAL ROOF

5/8" PLYWOOD

1X10 FASCIA

2X8 EXTENSION

PERFORATED SOFFITT

GLAVANIZED

FLASHING

R-20 FIBERGLASS

BATT INSULATION

WEATHER RESISTANT

BARRIER

7.2 PANEL

FIRST FLOOR

100' - 0"

T.O. FLOOR

100' - 0"

T.O. STUD WALL

110' - 4 1/2"

2X6 SOLE

-WASHER AND NUT

2X6 STUD @ 24" O.C.

CONC SLAB - SEE STRUCT

5/8" GYPSUM BOARD

ACOUSTIC CEILING TILE

CONC FOUNDATION

AND FOOTING

- SEE STRUCT

SILL GASKET

2" RIDGID INSULATION

GRANULAR FILL - SEE STRUCT

R-38 BLOWN IN FIBERGLASS

INSULATION

5/8" GYPSUM BD

2X6 DOUBLE TOP PLATE

10" X 1/2"⌀ THREADED ROD EMBEDDED 7"

5/8" PLYWOOD

T.O. HEEL

111' - 8 1/2"

2X4 TRUSS

2X8 EXTENSION

1X10 FASCIA

METAL ROOF

PERFORATED SOFFITT

TOP CHORD

2' - 6 5/8"

DRIP EDGE

CONC PAVING - SEE CIVIL

GUTTER

ALUM WINDOW

R-20 FIBERGLASS BATT

INSULATION

SHEET

DATE:

x

S h e e t Io w a D

O T

R E

V

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Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010

(515) 239-1299

COUNTY: DISTRICT:

PROJECT NUMBER:

/7

/2

:2 :1

P

M

M V

E

W o o d b u ry

C o u n ty

S a lix

S c a le

H o u s e

I n s p e c ti o n B u ild in g

W A

L L S

E C

T

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I-

S o u th

B o u n d

S a lix

IA

12 SEP 25

BG-7S81-(000)--80-97

WOODBURY MVE

A404

1/2" = 1'-0"A404

3 SECTION PIT

1/2" = 1'-0"A404

1 WEST OFFICE WALL

1/2" = 1'-0"A404

2 EAST OFFICE WALL

N O

D

A T

E

B Y

D

E S

C R

IP

T

IO

METAL PANEL SEE

ELEVATION FOR

COLOR AND SURFACE

TEXTURE

CONCRETE FOUNDATION

- SEE STRUC

WEATHER RESISTANT

BARRIER BACKWRAP AT

BOTTOM OF PANEL 4"

SEE WALL TYPES

BASE TRIM

FLOOR LINE

METAL BUILDING

BOTTOM GIRT

LINE OF BEAM COLUMN

1"

8"