Drawings.pdf

A

ROOM NAME AND NUMBER

WALL TYPE IDENTIFICATION

KEYED NOTE IDENTIFICATION

WINDOW IDENTIFICATION

DOOR IDENTIFICATION

INDICATE FLOOR

SLOPING TO DRAIN

PLAN SYMBOLS

CALLOUTS

SECTION DETAIL SYMBOL, 1/A101

INDICATES DETAIL 1 CAN BE FOUND ON

SHEET A101

PLAN DETAIL OR ENLARGED PLAN

SYMBOL, 1/A101 INDICATES DETAIL 1 CAN

BE FOUND ON SHEET A101

EXTERIOR ELEVATION SYMBOL, 1/A101

INDICATES DETAIL 1 CAN BE FOUND ON

SHEET A101

WALL SECTION SYMBOL, 1/A101

INDICATES DETAIL 1 CAN BE FOUND ON

SHEET A101

A-101

SIM

A-101

SIM

A-101

SIM

1A-211

INTERIOR ELEVATION SYMBOL, 1/A101

INDICATES DETAIL 1 CAN BE FOUND ON

SHEET A101

NAME

ELEVATION VERTICAL OR SPOT ELEVATION

IDENTIFICATION

1 REVISION IDENTIFICATION

GRAPHICS

NORTH ARROW

NEW CONSTRUCTION GRID LINE IDENTIFICATION

EXISTING CONSTRUCTION GRID LINE IDENTIFICATION

0A

HATCH SYMBOLS

EARTHWORK

GRAVEL

PLASTER,

SAND, GROUT

CONCRETE

CONCRETE

MASONRY

CLAY

MASONRY

PRECAST

CONCRETE

METAL

PLYWOOD

FINISH LUMBER

WOOD STUDS,

BLOCKING

STEEL STUDS

GYPSUM

WALLBOARD

ACOUSTICAL

TILE

BATT

INSULATION

RIGID

INSULATION

1A-201

BUILDING SECTION SYMBOL, 1/A101

INDICATES DETAIL 1 CAN BE FOUND ON

SHEET A101

A-101

SIM

ROOM NAME

XXX

X

ANGLE

@ AT

AB ANCHOR BOLT

AC ACOUSTIC

ACC ACCESS

ACT ACOUSTIC CEILING TILE

ACP ACOUSTIC CEILING PANEL

AD AREA DRAIN

ADD ADDITIONAL

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT ALTERNATE

AP ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

BB BOND BEAM

BD BOARD

BF BOTH FACES

BFC BELOW FINISH CEILING

BG BUMPER GUARD

BIT BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

BLKT BLANKET

BM BEAM/BENCH MARK

BLK BLOCK

BOT BOTTOM

BRG BEARING

BRKR BREAKER

BRK BRICK

BRKT BRACKET

BS BACK SPLASH

BSMT BASEMENT

BTWN BETWEEN

CHANNEL

CAB CABINET

CER CERAMIC

CFCI CONTRACTOR FURNISHED, CONTRATOR INSTALLED

CG CORNER GUARD

CH COAT HOOK

CIP CAST IN PLACE

CJ CONTROL JOINT/CONSTRUCTION JOINT

CLG CEILING

CLO CLOSET/CLOSURE

CLR CLEAR

COL COLUMN

COMB COMBINATION

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CONF CONFERENCE

CONN CONNECTION/CONNECT

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CORR CORRIDOR

CPT CARPET

CR COAT RACK/CURTAIN ROD

CSG CASING

CT CERAMIC TILE

CTR CENTER/COUNTER

CTSK COUNTERSUNK

CUH CABINET UNIT HEATER

CW COLD WATER

D DEPTH

DBL DOUBLE

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIR DIRECTION

DIV DIVISION

DM DEMOUNTABLE PARTITION

DN DOWN

DO DITTO

DR DOOR

DRWR DRAWER

DS DOWNSPOUT

DWG DRAWING

DWL DOWEL

DWS DEFORMED WELDED STUD

EA EACH

EC ELECTRICAL CONTRACTOR

EF EACH FACE

EH ELECTRICAL HEATER/EXHAUST HOOD

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR/ELEVATION

EMBED EMBEDDED

EMER EMERGENCY

ENT ENTRANCE

EQ EQUAL

EQUIP EQUIPMENT

ES EMERGENCY SHOWER

ESR ELASTOMERIC SHEET ROOFING

ETR EXISTING TO REMAIN

EVC ELASTIC VINYL COATING

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXC EXCAVATE

EXP EXPANSION

EXPD EXPOSED

EXPF EXPLOSION PROOF

EXT EXTERIOR

FA FIELD ADJUSTABLE

FV FIELD VERIFY

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHC FIRE HOSE CABINET

FIN FINISH

FIX FIXTURE

FLEX FLEXIBLE

FLR FLOOR

FLRG FLOORING

FP FIREPROOF/FIRE PROTECTION

FR FIRE RETARDANT

FS FULL SIZE/FULL SCALE

FT FEET

FTG FOOTING

FURG FURRING

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERAL

GFCI GOVERNMENT FURNISHED, CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED, GOVERNMENT INSTALLED

GFRC GLASS FIBER REINFORCED CONCRETE

GFRG GLASS FIBER REINFORCED GYPSUM

GL GLASS

GMU GLAZED MASONRY UNIT

GWB GYPSUM WALL BOARD

GYP GYPSUM

H HEIGHT

HDBD HARDBOARD

HDCP HANDICAPPED

HDWD HARDWOOD

HDWE HARDWARE

HK HOOK

HM HOLLOW METAL

HP HIGH POINT

HR HANDRAIL

HT HEIGHT

HVAC HEATING VENTILATION AND AIR CONDITIONING

HWS HEAD WELDED STUDS

ID INSIDE DIAMETER

IMP INSULATED METAL PANEL

IN INCHES

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

IPW INSULATED PLENUM WALL

IRF INSULATED ROOF FILL

JAN JANITOR

JS JANITOR SINK

JST JOIST

JT JOINT

KD KNOCKED DOWN

KO KNOCK-OUT / KNEE OPENING

L LENGTH

LAB LABORATORY

LAM LAMINATED

LB POUND

LBS POUNDS

LD LINEAR DIFFUSER

LDG LANDING

LF LINEAR FOOT

LG LONG

LGT LIGHT

LKR LOCKER

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LP LOW POINT

LSH LONG SLOTTED HOLE

LTG LIGHTING

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

MACH MACHINE

MAN MANUAL

MAR MARBLE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MBW MASONRY BEARING WALL

MC MECHANICAL CONTRACTOR

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MEMB MEMBRANE

MET METAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MK MARK

ML METAL LATH

MLDG MOLDING

MO MASONRY OPENING

MP METAL PARTITION

MS MACHINE SCREW

MTD MOUNTED

MTG MOUNTING

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NS NONSHRINK

NTS NOT TO SCALE

NWC NORMAL WEIGHT CONCRETE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER/OVERFLOW DRAIN

OFF OFFICE

OPNG OPENING

OPP OPPOSITE

OZ OUNCE

PART PARTITION

PC PIECE

PCC PRECAST CONCRETE

PCPL PORTLAND CEMENT PLASTER

PDWR PAPER TOWEL DISPENSER & WASTE RECEPTACLE

PH PHILLIPS HEAD/PHASE

PL PLASTIC LAMINATE/PLATE/PROPERTY LINE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PM PROTECTED METAL

PNL PANEL

PNLG PANELING

POL POLISHED

PR PAIR

PRE FAB PREFABRICATED

PRE FIN PRE-FINISHED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT/PAINT

PTM PAINT TO MATCH

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

QTY QUANTITY

RAD RADIUS

RAH ROOFTOP AIR HANDLING UNIT

RB RUBBER BASE

RC REINFORCED CONCRETE

RCP RADIANT CEILING PANEL

/ REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

REINF REINFORCING

REL RELOCATE

REM REMAINDER

REQD REQUIRED

RES RESILIENT

RET RETURN

RI ROUGH IN

RM ROOM

RO ROUGH OPENING

RT RUBBER TILE

RUB RUBBER

SAT STANDARD AGGREGATE TOPPING

SB SOIL BEARING

SC SEAMLESS COATING

SCF SPECIAL CONCRETE FINISH

SCHD SCHEDULE

SD SOAP DISPENSER

SE SHELF EDGE

SECT SECTION

SF SAND FLOAT

SG SUPPLY AIR GRILLE

SGL SINGLE

SH SHELF

SHD SHOWER DOOR

SHT SHEET

SIM SIMILAR

SJ STEEL JOIST

SLV SHORT LEG VERTICAL

SM SMOOTH

SND SANITARY NAPKIN DISPENSER

SNV SANITARY NAPKIN VENDER

SOG SLAB ON GRADE

SPEC SPECIFICATION

SPR SPRINKLER

SQ SQUARE

SR SHOWER ROD

SS STAINLESS STEEL

ST STREET

STD STANDARD

STL STEEL

STO STORAGE

STRU STRUCTURAL/STRUCTURE

SUSP SUSPENDED

SV SHEET VINYL

SYM SYMMETRICAL

T & B TOP AND BOTTOM

TB TACKBOARD/TOWEL BAR

TBR TO BE REMOVED

TCP THIN COAT PLASTER

TD TOWEL DISPENSER

TDW TOWEL DISPENSER AND WASTE

TEMP TEMPERATURE/TEMPERED

TER TERRAZZO

TEX TEXTURE

TFC TROWELED FLOOR COVERING

T & G TONGUE AND GROOVE

THK THICK

TOB TOP OF BEAM

TOC TOP OF CURB/TOP OF CONCRETE

TOD TOP OF DECK/TOP OF DUCT ELEVATION

TOF TOP OF FOOTING

TOJ TOP OF JOIST

TOP TOP OF PIPE ELEVATION

TOS TOP OF SLAB/TOP OF STEEL

TOW TOP OF WALL

TPG TOPPING

TPH TOILET PAPER HOLDER

TRAN TRANSOM

TRANS TRANSVERSE

TS TUBE STEEL

TWS THREADED WELDED STUD

TYP TYPICAL

UG UNDERGROUND

UNO UNLESS NOTED OTHERWISE

UR URINAL

V VINYL

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VOL VOLUME

VWC VINYL WALL COVERING

W WIDE FLANGE STEEL BEAM

W/ WITH

WAF WELDED ANGLE FRAME

WC WATER CLOSET

WD WOOD

WDW WINDOW

WF WIDE FLANGE

WG WIRE GLASS

W/O WITHOUT

WP WEATHERPROOF

WPFG WATERPROOFING

WR WASTE RECEPTACLE

WSCT WAINSCOT

WSTP WEATHERSTRIP

WTR WATER

WWF WELDED WIRE FABRIC

X EXISTING

ABBREVIATIONS ABOVE ARE FOR ARCHITECTURAL SHEETS ONLY.

ABBREVIATIONS

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.:

Mead & Hunt, Inc.

6501 Watts Road

Madison, WI 53719 phone: 608-273-6380 meadhunt.com

03/19/2014

03/19/2014 - TYPE B FINAL

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3142100-121766.01

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NOTES & SYMBOLS

C O

N

ST

R U

C T

AL

ER

T H

AN

G

AR

B

AY

AAG

TQKD122400ANG NO.:

A-2021

A-202 2

A-201

A-201

A B

O U

T

TO

O U

T

BU

IL

D

IN

G

7'

0"

SE

E

G

EN

. N O

TE

EQ

U

AL

SE

E

G

EN

. N O

TE

EQ

U

AL

SE

E

G

EN

. N O

TE

EQ

U

AL

SE

E

G

EN

. N O

TE

EQ

U

AL

7'

0"

2'

8" 2'

8"

OUT TO OUT BUILDING STRUCTURE

69' - 4"

OUT TO OUT BUILDING

71' - 0"

10" 10" 16' - 7 5/8"

A-301

A-301

4.101

4.102

4.110

4.103

101A

101B101C

101D

O U

T

TO

O U

T

BU

IL

D

IN

G

S

TR

U C

TU

R

E

2'

8"

2'

8"

5'

1/

2" R

.O

3'

4"

5'

1/

2" R

.O

3'

4" 5'

1/ 2"

R .O

3'

4"

5'

1/

2"

R .O

3'

4"

A-501

TYP.

FIELD VERIFY

3' - 0" FIELD VERIFY

HANGAR

FOAM SHED

HANGAR (E)

FL

O

O R

S

LO

PE

FL

O O

R S

LO

PE

MIN. DOOR CLEAR

64' - 6"

101E

101F

4.109

4.109

4.103

CJ

4.111

4.111

H.P. OF FLOOR @ 100' - 6"

1/ 8"

FT

1/

8"

FT

12' - 2" 26' - 0"

4.112

A

4.114

4.113

4.113

4.113

4.111

4.111

9' - 7"

4.113

GENERAL NOTES:

1.DIMENSION PRIORITY, UNLESS OTHERWISE NOTED, TO FACE OF STRUCTURE.

2.FIELD VERIFY ALL DIMENSIONS, BRING ANY DISCREPANCIES TO THE ATTENTION OF

THE COR FOR FINAL DECISION.

3.SITE DATUM OF 22.0 = FLOOR EL. 100'-0" ON ARCHITECTURAL DRAWINGS. SITE

DATUM OF 22.6 = FLOOR EL. 100'-6" ON ARCHITECTURAL DRAWINGS.

4. GRID LOCATIONS SHOWN ARE FOR REFERENCE ONLY. FINAL GRID LOCATIONS AND

LAYOUT SHALL BE PROVIDED BY THE PRE-ENGINEERED METAL BUILDING SYSTEM

SUPPLIER.

5. PRE-ENGINEERED BUILDING FRAMING IS SHOWN FOR CONCEPTUAL PURPOSES

ONLY. ACUTAL FRAMING ARRANGEMENT AND SIZES ARE TO BE DETERMINED BY METAL

BUILDING MANUFACTURER. SUBJECT TO ANY SPECIFIC REQUIREMENTS NOTED IN THE

DRAWINGS OR SPECIFICATIONS.

6. WALL BRACING TO BE DETERMINED BY METAL BUILDING MANUFACTURER.

LOCATIONS SHALL NOT INTERFERE WITH DOORS OR ELECTRICAL SYSTEMS.

7. WALL GIRTS SHALL BE 8" DEEP. ACUTAL PROFILE, NUMBER, AND SPACING TO BE

DETERMINED BY METAL BUILDING MANUFACTURER TO CARRY SPECIFIED DESIGN

LOADS.

8. ROOF PURLIN SIZE, PROFILE, NUMBER AND SPACING TO BE DETERMINED BY METAL

BUILDING MANUFACTURER TO CARRY SPECIFIED DESIGN LOADS, INCLUDING ITEMS TO

BE SUSPENDED FROM THE CEILING.

9. ACTUAL NUMBER, LOCATION, AND SIZES OF COLUMNS TO BE DETERMINED BY METAL

BUILDING MANUFACTURER.

10. PROVIDE ALL SECONDARY FRAMING NECESSARY FOR DOORS, MOUNTING OF

DOOR TRACKS / OPERATORS, AND ELECTRICAL SYSTEM SUPPORT AND OPENINGS,

ETC...

11. FIELD PAINT ALL EXPOSED FRAMING, DOORS, FRAMES, ETC. PER SPECIFICATIONS.

THE METAL BUILDING FRAME AND GIRTS WILL REQUIRE SHOP PRIME. FIELD PAINT WILL

BE REQUIRED FOR THESE MEMBERS (WHITE).

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.:

Mead & Hunt, Inc.

6501 Watts Road

Madison, WI 53719 phone: 608-273-6380 meadhunt.com

03/19/2014

03/19/2014 - TYPE B FINAL

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FIRST FLOOR PLAN

C O

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AN

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AR

B

AY

AAG

TQKD122400ANG NO.:

KEYED NOTES

4.101 PREENGINEERED METAL BUILDING BY METAL BUILDING MANUFACTURER

4.102 FUTURE VERTICAL LIFT FABRIC DOOR; NOT IN CONTRACT

4.103 PRE-FINISHED METAL DOWNSPOUT BY METAL BUILDING MANUFACTURER

4.109 TRENCH DRAIN; REFER TO CIVIL AND STRUCTURAL DRAWINGS

4.110 ABI #1 - 64'-6"W X 25'-6" CLEAR HEIGHT VERTICAL LIFT FABRIC DOOR; METAL BUILDING

MANUFACTUER TO COORDINATE WITH DOOR MANUFACTURER.

4.111 CONCRETE STOOP; REFER TO CIVIL AND STRUCTURAL DRAWINGS

4.112 NO EPOXY FLOOR COATING THIS AREA; VERIFY EXACT LOCATION WITH COR

4.113 NEW CONCRETE SLAB

4.114 CONSTRUCTON JOINT REFER TO STRUCTURAL DRAWINGS

NORTH

1/8" = 1'-0"1 First Floor

T.O. FIRST FLOOR

100' - 0"

AB

T.O. DOOR CLEAR

HEIGHT

125' - 6"

T.O. PEAK

137' - 1 1/2"

T.O. EAVE

133' - 6"

A-301

4.202

4.201

4.203

4.207

4.201 4.203

4.207

M

AI

N

FR

AM

E

M

AI

N

FR

AM

E

AREA OF WORKNO WORK THIS AREA

4.2084.208

4.208

4.210

H.P. FIRST FLOOR

100' - 6"

T.O. FIRST FLOOR

100' - 0"

A B

T.O. DOOR CLEAR

HEIGHT

125' - 6"

T.O. PEAK

137' - 1 1/2"

T.O. EAVE

133' - 6"

A-301

4.202

4.203

4.207

4.203

4.207

4.2014.201

M

AI

N

FR

AM

E

M

AI

N

FR

AM

E

NO WORK THIS AREAAREA OF WORK

4.2094.209

4.209

4.210

H.P. FIRST FLOOR

100' - 6"

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.:

Mead & Hunt, Inc.

6501 Watts Road

Madison, WI 53719 phone: 608-273-6380 meadhunt.com

03/19/2014

03/19/2014 - TYPE B FINAL

3/

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3142100-121766.01

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EXTERIOR

ELEVATIONS

C O

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T H

AN

G

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B

AY

AGG

TQKD122400

1/8" = 1'-0"1 NORTH ELEVATION

1/8" = 1'-0"2 SOUTH ELEVATION

KEYED NOTES

4.201 PRE-FINISHED METAL WALL PANEL, PAINT; PT-1

4.202 STRUCTURAL STANDING SEAM METAL ROOF SYSTEM BY METAL BUILDING

MANUFACTURER, PAINT; PT-2

4.203 PRE-FINISHED METAL DOWNSPOUT BY METAL BUILDING MANUFACTURER, PAINT; PT-3

4.207 PRE-FINISHED METAL GUTTER BY METAL BUILDING MANUFACTURER, PAINT; PT-3

4.208 FUTURE VERTICAL LIFT FABRIC DOOR; NOT IN CONTRACT

4.209 ABI #1 - 64'-6"W X 25'-6" CLEAR HEIGHT VERTICAL LIFT FABRIC DOOR; METAL BUILDING

MANUFACTUER TO COORDINATE WITH DOOR MANUFACTURER.

4.210 (E) HANGAR DOOR; NO WORK

A B

T.O. DOOR CLEAR

HEIGHT

125' - 6"

B.O. DOOR STEEL

130' - 3"

T.O. PEAK

137' - 1 1/2"

T.O. EAVE

133' - 6"

A-301

A-311 2 12

M

IN

. D O

O R

C

LE

AR

H

EI

G

H T

NO WORK

THIS AREA

AREA OF WORK

PRE-FINISHED METAL

PANEL WITH 8" GIRTS

STRUCUTRAL STANDING

SEAM METAL ROOF SYSTEM

PRE-FINISHED METAL

DOWNSPOUT

PRE-FINISHED METAL

GUTTER

M

AI

N

FR

AM

E

M

AI

N

FR

AM

E

69' - 4"10" 10"

OUT TO OUT BUILDING

71' - 0" 3' - 0"

RIGID FRAM BY

METAL BUILDING

MANUFACTURER

FUTURE VERTICAL

LIFT FABRIC DOOR

BEYOND; N.I.C.

FIRST FLOOR

VARIES

(E) HANGAR

DOOR; NO

WORK

FR

O

M S

TR

U

C

TU

R E

AL

L O

BS

TR

U C

TI

O

N S

'-0

" M

IN

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AI

L C

LE

AR

65432

T.O. DOOR CLEAR

HEIGHT

125' - 6"

B.O. DOOR STEEL

130' - 3"

T.O. HOIST

133' - 3"

T.O. PEAK

137' - 1 1/2"

1 71 A-301

A-311

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H T

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AM

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D O

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SU

PP

O R

T

7' - 0" 19' - 2" 19' - 2" 19' - 2" 19' - 2"

7' - 0"

2' - 8" 2' - 8"

OUT TO OUT BUILDING

96' - 0"

PRE-FINISHED

METAL PANEL

WITH 8" GIRTS

STRUCUTRAL

STANDING SEAM

METAL ROOF SYSTEM

D O

O R

O

PE

N

IN

G

SU

PP

O

R T

FUTURE VERTICAL

LIFT FABRIC DOOR;

N.I.C.

RIGID FRAME BY

METAL BUILDING

MANUFACTURER

STRUCTURAL

SUPPORTS FOR DOOR;

BASE BID

VERTICAL LIFT

FABRIC DOOR; ABI 1

FIRST FLOOR

VARIES

H.P. FIRST FLOOR

100' - 6"

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.:

Mead & Hunt, Inc.

6501 Watts Road

Madison, WI 53719 phone: 608-273-6380 meadhunt.com

03/19/2014

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BUILDING SECTIONS

& WALL SECTIONS

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TQKD122400ANG NO.:

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

1/8" = 1'-0"2 Section 2

HEIGHT

125' - 6"

B.O. DOOR STEEL

130' - 3"

T.O. HOIST

133' - 3"

T.O. PIER

100' - 6"

FINISHED FLOOR

T.O. FIRST FLOOR

VARIES

METAL WALL SIDING

WITH 8" GIRTS

T.O. ROOF EAVE

MINIMUM EAVE HEIGHT

SHALL BE

COORDINATED WITH

HANGAR DOOR AND

METAL BUILDING

MANUFACTURER

PRE-FINISHED

METAL FASCIA

RIGID FRAME

VERTICAL

LIFT FABRIC

DOOR; ABI #1

CONCRETE PIER

TRENCH DRAIN

A-501

A

A-501

A-501

PRE-FINISHED

METAL

DOWNSPOUT

8" STEEL GIRTS

PRE-FINISHED

METAL WALL

SIDING

PRE-FINISHED

METAL FASCIA

RIGID FRAME

PRE-FINISHED

METAL

GUTTER

PRE-FINISHED

METAL

DOWNSPOUT

T.O. FIRST FLOOR

VARIES

T.O. ROOF EAVE

MINIMUM EAVE HEIGHT

SHALL BE

COORDINATED WITH

HANGAR DOOR AND

METAL BUILDING

MANUFACTURER

CONRETE PIER

EXISTING ROOF

STRUCTURE

EXISTING ROOF

STRUCTURE

TURN UP LEG AND SEAL WITH

URETHANE SEALANT

ANCHOR FASTENER

ZEE CLOSURE SET IN DOUBLE BEADED

BUTYL TAPE, FILL HEM OF FLASHING

AND SPACE BETWEEN ZEE AND PANEL

SEAM WITH URETHANE SEALANT

BUTYL TAPE

RIDGE/HIP CAP

UNDERLAYMENT

(3) CONTINUOUS 1/4" DIAMETER

BEADS OF BUTYL SEALANT

RUN A 1/4" DIAMETER BEAD OF BUTYL

UP 6" FROM HIGH END OF PANEL TO

MARRY WITH CONTINUOUS FACTORY

APPLIED SEALANT INSIDE SEAM

RUN A 1/4" DIA BEAD OF BUTYL

UP 6" FROM LOW END OF PANEL

TO MARRY WITH CONTINUOUS

FACTORY APPLIED SEALANT

INSIDE SEAM

UNDERLAYMENT

FASTENER 8" O.C. MAX. (3) CONTINUOUS

1/4" DIA. BEADS OF BUTYL SEALANT

EAVE STARTER FLASHING

FASTENER 8" O.C. MAX

UNDERLAYMENT

BLOCKING AS REQUIRED

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.:

Mead & Hunt, Inc.

6501 Watts Road

Madison, WI 53719 phone: 608-273-6380 meadhunt.com

03/19/2014

03/19/2014 - TYPE B FINAL

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WALL SECTIONS

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AAG

TQKD122400ANG NO.:

1/2" = 1'-0"1 WALL SECTION

1/2" = 1'-0"2 WALL SECTION 2

1" = 1'-0"3 RIDGE - NON-VENTED - 'Z' CLOSURE

3" = 1'-0"4 STANDING SEAM - ROOF EDGE

T.O. ROOF EAVE

PRE-FINISHED

METAL DOWNSPOUT

BEYOND

8" STEEL GIRTS WITH

METAL WALL SIDING

STRUCTURAL

STANDING SEAM

METAL ROOF SYSTEM

PRE-FINISHED

METAL FASCIA

PRE-FINISHED

METAL GUTTER

RUN A 1/4" DIA BEAD OF BUTYL

UP 6" FROM LOW END OF PANEL

TO MARRY WITH CONTINUOUS

FACTORY APPLIED SEALANT

INSIDE SEAM

FASTENER 8" O.C. MAX. (3) CONTINUOUS

1/4" DIA. BEADS OF BUTYL SEALANT

UNDERLAYMENT

EAVE STARTER FLASHING

A

FIRST FLOOR

100'-0"

PRE-FINISHED

METAL

DOWNSPOUT

BEYOND

CONCRETE

FASTENER

8" STEEL GIRTS

WITH METAL WALL

SIDING

METAL BASE TRIM

CONCRETE PIER

RIGID FRAME

BEYOND

A

STEEL TUBE JAMB BY

METAL BUILDING

MANUFACTURER

METAL WALL SIDING

WITH 8" STEEL GIRTS

10" 2' - 0 3/16"

2'

8" 2'

1/ 2"

GUIDE RAIL

VERTICAL LIFT

FABRIC DOOR

DOOR

FA

BR

IC

F

O

LD

IN

G

A R

EA

3'

3"

D O

O R

T H

IC

KN

ES

S

1'

/1 6"

TRENCH DRAIN

STEEL FRAMING BY

METAL BUILDING

MANUFACTURER;

COORDINATE WITH

DOOR MANUFACTURER

DOOR AND FRAME

PROVIDE ALL STRUCTURE

AND SUPPORTS REQUIRED

TO CARRY ALL LOADS AND

LATERAL RESISTANCE

REQUIRED FOR

INSTALLATION OF

VERTICAL LIFT FABRIC

DOORS AT BOTH ENDS OF

THE BUILDING AS PART OF

BASE BID. BUILDING SHALL

BE DESIGNED TO PERFORM

WHETHER 2,1 OR NO

VERTICAL LIFT FABRIC

DOORS ARE INSTALLED.

COORDINATE DOOR

SUPPORT REQUIREMENTS

WITH MANUFACTURER.

PROVIDE CONTINUOUS BIRD BARRIER

STRIPS AT ALL PIPING IN HANGAR

WITH A MINIMUM PIPE DIAMETER OF 3".

THIS INCLUDES BUT NOT LIMITED TO

FIRE SUPPRESSION PIPING AND

ELECTRICAL CONDUIT. ATTACH BIRD

BARRIER STRIPS TO PIPING WITH PIPE

CLAMPS SUCH THAT BARRIER STRIP IS

SNUG TIGHT AND WILL NOT MOVE

FROM TOP MOUNT INSTALLED

POSITION.

ALWAYS HAVE AT LEAST 1/4" WIRE

OVER HANG (SPIKES AND 1/2" BASE

STRIP OVERHANG AT EACH END OF

PIPE.

EQUALLY SPACED BIRD BARRIER STRIPS

REQUIRED AT EACH LIGHT FIXTURE. STRIPS

ARE SPACED @ 5" O.C.

ADHERE BARRIER STRIPS TO LIGHT

FIXTURE WTIH MANUFACTURER APPROVED

PRODUCT. DO NOT FASTEN TO FIXTURE

WITH SCREWS.

ALWAYS HAVE AT LEAST 1/4" WIRE OVER

HANG (SPIKES) AND 1/2" BASE STRIP

OVERHANG AT EACH END OF LIGHT

FIXTURE.

NOTE: BIRD BARRIER STRIPS TO BE

APPLIED TO ALL HORIZONTAL SURFACES.

DOOR FABRIC

DOOR SHEAVE

DOOR STRUCTURAL

SUPPORTS BY METAL

BUILDING

MANUFACTURER;

BASE BID

DOOR JAMB

COLUMN BEYOND

STRUCTURAL

STANDING SEAM

METAL ROOF

SYSTEM

RIGID FRAME

DOOR CLEAR HEIGHT

25'-6"

B.O. DOOR STEEL

130'-3"

T.O. EAVE

VARIES

FASCIA; ENSURE NO

EDGES WILL DAMAGE

FABIRC

7' - 0" 2' - 8"

9' - 8"

1'-10" MIN.

D O

O R

S

TA

C

KI

N G

A R

EA

STEEL PURLINSPROVIDE ALL STRUCTURE AND

SUPPORTS REQUIRED TO CARRY

ALL LOADS AND LATERAL

RESISTANCE REQUIRED FOR

INSTALLATION OF VERTICAL LIFT

FABRIC DOORS AT BOTH ENDS

OF THE BUILDING AS PART OF

BASE BID. BUILDING SHALL BE

DESIGNED TO PERFORM

WHERHER 2, 1 OR NO VERTICAL

LIFT FABRIC DOORS ARE

INSTALLED. COORDINATE DOOR

SUPPORT REQUIREMENTS WITH

MANUFACTURER.

T.O. DOOR CLEAR

HEIGHT

125' - 6"

B.O. DOOR STEEL

130' - 3"

DOOR FABRIC

DOOR HOIST

DOOR JAMB

COLUMN BEYOND

STRUCTURAL

STANDING SEAM

METAL ROOF

SYSTEM

RIGID FRAME

T.O. EAVE

VARIES

FASCIA; ENSURE NO

EDGES WILL DAMAGE

FABIRC

1'-10" MIN.

7' - 0" 2' - 8"

9' - 8"

D O

O R

S

TA

C

KI

N G

A R

EA

PROVIDE ALL STRUCTURE

AND SUPPORTS REQUIRED TO

CARRY ALL LOADS AND

LATERAL RESISTANCE

REQUIRED FOR INSTALLATION

OF VERTICAL LIFT FABRIC

DOORS AT BOTH ENDS OF

THE BUILDING AS PART OF

BASE BID. BUILDING SHALL BE

DESIGNED TO PERFORM

WHETHER 2,1, OR NO

VERTICAL LIFT FABIC DOORS

ARE INSTALLED. COORDINATE

DOOR SUPPORT

REQUIREMENTS WITH

MANUFACTURER.

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.:

Mead & Hunt, Inc.

6501 Watts Road

Madison, WI 53719 phone: 608-273-6380 meadhunt.com

03/19/2014

03/19/2014 - TYPE B FINAL

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DETAILS

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AAG

TQKD122400ANG NO.:

3" = 1'-0"2 EAVE & GUTTER

3" = 1'-0"1 WALL PANEL BASE

1 1/2" = 1'-0"3 TYPICAL CORNER DETAIL @ DOOR JAMB

1 1/2" = 1'-0"4 TYPICAL BIRD BARRIER STRIPS AT CEILING HUNG PIPING

1 1/2" = 1'-0"5 TYPICAL BIRD BARRIER STRIPS AT LIGHT FIXTURES

1/2" = 1'-0"6 DOOR DETAIL @ SHEAVE

1/2" = 1'-0"7 DOOR DETAIL @ HOIST

NOTE: ALL STRUCTURAL SUPPORTS FOR DOOR ARE BASE BID. ALL

COMPONENTS OF THE VERTICAL LIFT FABRIC DOOR ARE ABI #1

NOTE: ALL STRUCTURAL SUPPORTS FOR DOOR ARE BASE BID.

ALL COMPONENTS OF THE VERTICAL LIFT FABRIC DOOR ARE

ABI #1

GENERAL NOTES:

1.PAINT ANY EXPOSED STEEL BEAMS, COLUMNS IN HANGAR 101.

2.ALL CONCRETE FLOORS NOT TO RECEIVE ADDITIONAL FINISH SHALL BE SEALED, U.N.O.

CONC = CONCRETE

CMU = CONCRETE MASONRY UNIT

ETR = EXISTING TO REMAIN

EXPSD = EXPOSED

EF = EPOXY FLOORING

EP = EPOXY PAINT

PT = PAINT

ROOM FINISH ABBREVIATIONS:

F

FLUSH DOOR

SCHED.

SEE

SE

E

SC

H

ED

DOOR TYPES

VF

VERTICAL LIFT FABRIC DOOR

SEE SCHED.

SE

E

SC

H

ED

F1

FRAME TYPES

SE

E

SC

H

ED

2"

2"

SCHED.

SEE 2"

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.:

Mead & Hunt, Inc.

6501 Watts Road

Madison, WI 53719 phone: 608-273-6380 meadhunt.com

03/19/2014

03/19/2014 - TYPE B FINAL

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ARCHITECTURAL

SCHEDULES

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TQKD122400ANG NO.:

DOOR AND HARDWARE SCHEDULE

DOOR

NUMBER

DOOR FRAME MISCELLANEOUS

REMARKS

LEAF SIZE

TYPE MAT'L

GLAZING

TYPE FINISH TYPE MAT'L

DETAILS

FINISH LABEL

HDWR

SET LINTELQTY. WIDTH HEIGHT HEAD JAMB OTHER

101A (1) 3' - 0" 7' - 0" F HM - PT-4 F1 HM - - PT-4 - 1 - 1

101B (1) 3' - 0" 7' - 0" F HM - PT-4 F1 HM - - PT-4 - 1 - 1

101C (1) 3' - 0" 7' - 0" F HM - PT-4 F1 HM - - PT-4 - 1 - 1

101D (1) 3' - 0" 7' - 0" F HM - PT-4 F1 HM - - PT-4 - 1 - 1

101E - 64' - 6" 25' - 6" VF - - - - - - - - - FUTURE DOOR; N.I.C.

101F - 64' - 6" 25' - 6" VF - - - - - - - - - ABI #1

DOOR AND HARDWARE SCHEDULE ABBREVIATIONS

G = GALVANIZED

HM = HOLLOW METAL

SS = STAINLESS STEEL

VF = VERTICAL LIFT FABRIC DOOR

DOOR AND HARDWARE SCHEDULE ABBREVIATIONS

DOOR/FRAME MATERIALS

AL = ALUMINUM

EX = EXISTING OVERHEAD

FR = FABRIC ROLL-UP

ROOM FINISH SCHEDULE

ROOM

NO. ROOM NAME FLOOR BASE

WALLS CEILING

REMARKSNORTH EAST SOUTH WEST MTL HEIGHT

103 FOAM SHED - - - - - - - - NO WORK

ARCHITECTURAL FINISHES SCHEDULE

FINISH

NUMBER FINISH DESCRIPTION

PRODUCT DESCRIPTION

REMARKSMANUFACTURER MODEL NUMBER STYLE COLOR SIZE

EF-1 EPOXY FLOORING - TYPE 1 TENNANT ECO-HTS -

PT-1 PAINT COLOR - TYPE 1 RODDA ES12E2098 PUSSY

WILLOW

- METAL WALL PANELS

PT-2 PAINT COLOR - TYPE 2 RODDA CRN11537 COLONIAL

RED

- STANDING SEAM METAL ROOF / TRIM

PT-3 PAINT COLOR - TYPE 3 RODDA ES12E2098 PUSSY

WILLOW

- DOWNSPOUT / GUTTER

PT-4 PAINT COLOR - TYPE 4 RODDA ES13E2009 HICKORY NUT - DOORS / FRAMES

DOOR AND HARDWARE SCHEDULE GENERAL NOTES

1. PROVIDE EXIT SIGNS PER NFPA 101 - 7.10.6.1.1.

ROOM NAME AND NUMBER

WALL TYPE IDENTIFICATION

KEYED NOTE IDENTIFICATION

WINDOW IDENTIFICATION

DOOR IDENTIFICATION

INDICATE FLOOR

SLOPING TO DRAIN

PLAN SYMBOLS

CALLOUTS

SECTION DETAIL SYMBOL, 1/A101

INDICATES DETAIL 1 CAN BE FOUND ON

SHEET A101

PLAN DETAIL OR ENLARGED PLAN

SYMBOL, 1/A101 INDICATES DETAIL 1 CAN

BE FOUND ON SHEET A101

EXTERIOR ELEVATION SYMBOL, 1/A101

INDICATES DETAIL 1 CAN BE FOUND ON

SHEET A101

WALL SECTION SYMBOL, 1/A101

INDICATES DETAIL 1 CAN BE FOUND ON

SHEET A101

A-101

SIM

A-101

SIM

A-101

SIM

1A-211

INTERIOR ELEVATION SYMBOL, 1/A101

INDICATES DETAIL 1 CAN BE FOUND ON

SHEET A101

NAME

ELEVATION VERTICAL OR SPOT ELEVATION

IDENTIFICATION

1 REVISION IDENTIFICATION

GRAPHICS

NORTH ARROW

NEW CONSTRUCTION GRID LINE IDENTIFICATION

EXISTING CONSTRUCTION GRID LINE IDENTIFICATION

0A

HATCH SYMBOLS

EARTHWORK

GRAVEL

PLASTER,

SAND, GROUT

CONCRETE

CONCRETE

MASONRY

CLAY

MASONRY

PRECAST

CONCRETE

METAL

PLYWOOD

FINISH LUMBER

WOOD STUDS,

BLOCKING

STEEL STUDS

GYPSUM

WALLBOARD

ACOUSTICAL

TILE

BATT

INSULATION

RIGID

INSULATION

1A-201

BUILDING SECTION SYMBOL, 1/A101

INDICATES DETAIL 1 CAN BE FOUND ON

SHEET A101

A-101

SIM

ROOM NAME

XXX

X

ANGLE

@ AT

AB ANCHOR BOLT

AC ACOUSTIC

ACC ACCESS

ACT ACOUSTIC CEILING TILE

ACP ACOUSTIC CEILING PANEL

AD AREA DRAIN

ADD ADDITIONAL

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT ALTERNATE

AP ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

BB BOND BEAM

BD BOARD

BF BOTH FACES

BFC BELOW FINISH CEILING

BG BUMPER GUARD

BIT BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

BLKT BLANKET

BM BEAM/BENCH MARK

BLK BLOCK

BOT BOTTOM

BRG BEARING

BRKR BREAKER

BRK BRICK

BRKT BRACKET

BS BACK SPLASH

BSMT BASEMENT

BTWN BETWEEN

CHANNEL

CAB CABINET

CER CERAMIC

CFCI CONTRACTOR FURNISHED, CONTRATOR INSTALLED

CG CORNER GUARD

CH COAT HOOK

CIP CAST IN PLACE

CJ CONTROL JOINT/CONSTRUCTION JOINT

CLG CEILING

CLO CLOSET/CLOSURE

CLR CLEAR

COL COLUMN

COMB COMBINATION

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CONF CONFERENCE

CONN CONNECTION/CONNECT

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CORR CORRIDOR

CPT CARPET

CR COAT RACK/CURTAIN ROD

CSG CASING

CT CERAMIC TILE

CTR CENTER/COUNTER

CTSK COUNTERSUNK

CUH CABINET UNIT HEATER

CW COLD WATER

D DEPTH

DBL DOUBLE

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIR DIRECTION

DIV DIVISION

DM DEMOUNTABLE PARTITION

DN DOWN

DO DITTO

DR DOOR

DRWR DRAWER

DS DOWNSPOUT

DWG DRAWING

DWL DOWEL

DWS DEFORMED WELDED STUD

EA EACH

EC ELECTRICAL CONTRACTOR

EF EACH FACE

EH ELECTRICAL HEATER/EXHAUST HOOD

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR/ELEVATION

EMBED EMBEDDED

EMER EMERGENCY

ENT ENTRANCE

EQ EQUAL

EQUIP EQUIPMENT

ES EMERGENCY SHOWER

ESR ELASTOMERIC SHEET ROOFING

ETR EXISTING TO REMAIN

EVC ELASTIC VINYL COATING

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXC EXCAVATE

EXP EXPANSION

EXPD EXPOSED

EXPF EXPLOSION PROOF

EXT EXTERIOR

FA FIELD ADJUSTABLE

FV FIELD VERIFY

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHC FIRE HOSE CABINET

FIN FINISH

FIX FIXTURE

FLEX FLEXIBLE

FLR FLOOR

FLRG FLOORING

FP FIREPROOF/FIRE PROTECTION

FR FIRE RETARDANT

FS FULL SIZE/FULL SCALE

FT FEET

FTG FOOTING

FURG FURRING

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERAL

GFCI GOVERNMENT FURNISHED, CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED, GOVERNMENT INSTALLED

GFRC GLASS FIBER REINFORCED CONCRETE

GFRG GLASS FIBER REINFORCED GYPSUM

GL GLASS

GMU GLAZED MASONRY UNIT

GWB GYPSUM WALL BOARD

GYP GYPSUM

H HEIGHT

HDBD HARDBOARD

HDCP HANDICAPPED

HDWD HARDWOOD

HDWE HARDWARE

HK HOOK

HM HOLLOW METAL

HP HIGH POINT

HR HANDRAIL

HT HEIGHT

HVAC HEATING VENTILATION AND AIR CONDITIONING

HWS HEAD WELDED STUDS

ID INSIDE DIAMETER

IMP INSULATED METAL PANEL

IN INCHES

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

IPW INSULATED PLENUM WALL

IRF INSULATED ROOF FILL

JAN JANITOR

JS JANITOR SINK

JST JOIST

JT JOINT

KD KNOCKED DOWN

KO KNOCK-OUT / KNEE OPENING

L LENGTH

LAB LABORATORY

LAM LAMINATED

LB POUND

LBS POUNDS

LD LINEAR DIFFUSER

LDG LANDING

LF LINEAR FOOT

LG LONG

LGT LIGHT

LKR LOCKER

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LP LOW POINT

LSH LONG SLOTTED HOLE

LTG LIGHTING

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

MACH MACHINE

MAN MANUAL

MAR MARBLE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MBW MASONRY BEARING WALL

MC MECHANICAL CONTRACTOR

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MEMB MEMBRANE

MET METAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MK MARK

ML METAL LATH

MLDG MOLDING

MO MASONRY OPENING

MP METAL PARTITION

MS MACHINE SCREW

MTD MOUNTED

MTG MOUNTING

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NS NONSHRINK

NTS NOT TO SCALE

NWC NORMAL WEIGHT CONCRETE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER/OVERFLOW DRAIN

OFF OFFICE

OPNG OPENING

OPP OPPOSITE

OZ OUNCE

PART PARTITION

PC PIECE

PCC PRECAST CONCRETE

PCPL PORTLAND CEMENT PLASTER

PDWR PAPER TOWEL DISPENSER & WASTE RECEPTACLE

PH PHILLIPS HEAD/PHASE

PL PLASTIC LAMINATE/PLATE/PROPERTY LINE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PM PROTECTED METAL

PNL PANEL

PNLG PANELING

POL POLISHED

PR PAIR

PRE FAB PREFABRICATED

PRE FIN PRE-FINISHED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT/PAINT

PTM PAINT TO MATCH

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

QTY QUANTITY

RAD RADIUS

RAH ROOFTOP AIR HANDLING UNIT

RB RUBBER BASE

RC REINFORCED CONCRETE

RCP RADIANT CEILING PANEL

/ REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

REINF REINFORCING

REL RELOCATE

REM REMAINDER

REQD REQUIRED

RES RESILIENT

RET RETURN

RI ROUGH IN

RM ROOM

RO ROUGH OPENING

RT RUBBER TILE

RUB RUBBER

SAT STANDARD AGGREGATE TOPPING

SB SOIL BEARING

SC SEAMLESS COATING

SCF SPECIAL CONCRETE FINISH

SCHD SCHEDULE

SD SOAP DISPENSER

SE SHELF EDGE

SECT SECTION

SF SAND FLOAT

SG SUPPLY AIR GRILLE

SGL SINGLE

SH SHELF

SHD SHOWER DOOR

SHT SHEET

SIM SIMILAR

SJ STEEL JOIST

SLV SHORT LEG VERTICAL

SM SMOOTH

SND SANITARY NAPKIN DISPENSER

SNV SANITARY NAPKIN VENDER

SOG SLAB ON GRADE

SPEC SPECIFICATION

SPR SPRINKLER

SQ SQUARE

SR SHOWER ROD

SS STAINLESS STEEL

ST STREET

STD STANDARD

STL STEEL

STO STORAGE

STRU STRUCTURAL/STRUCTURE

SUSP SUSPENDED

SV SHEET VINYL

SYM SYMMETRICAL

T & B TOP AND BOTTOM

TB TACKBOARD/TOWEL BAR

TBR TO BE REMOVED

TCP THIN COAT PLASTER

TD TOWEL DISPENSER

TDW TOWEL DISPENSER AND WASTE

TEMP TEMPERATURE/TEMPERED

TER TERRAZZO

TEX TEXTURE

TFC TROWELED FLOOR COVERING

T & G TONGUE AND GROOVE

THK THICK

TOB TOP OF BEAM

TOC TOP OF CURB/TOP OF CONCRETE

TOD TOP OF DECK/TOP OF DUCT ELEVATION

TOF TOP OF FOOTING

TOJ TOP OF JOIST

TOP TOP OF PIPE ELEVATION

TOS TOP OF SLAB/TOP OF STEEL

TOW TOP OF WALL

TPG TOPPING

TPH TOILET PAPER HOLDER

TRAN TRANSOM

TRANS TRANSVERSE

TS TUBE STEEL

TWS THREADED WELDED STUD

TYP TYPICAL

UG UNDERGROUND

UNO UNLESS NOTED OTHERWISE

UR URINAL

V VINYL

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VOL VOLUME

VWC VINYL WALL COVERING

W WIDE FLANGE STEEL BEAM

W/ WITH

WAF WELDED ANGLE FRAME

WC WATER CLOSET

WD WOOD

WDW WINDOW

WF WIDE FLANGE

WG WIRE GLASS

W/O WITHOUT

WP WEATHERPROOF

WPFG WATERPROOFING

WR WASTE RECEPTACLE

WSCT WAINSCOT

WSTP WEATHERSTRIP

WTR WATER

WWF WELDED WIRE FABRIC

X EXISTING

ABBREVIATIONS ABOVE ARE FOR ARCHITECTURAL SHEETS ONLY.

ABBREVIATIONS

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.:

Mead & Hunt, Inc.

6501 Watts Road

Madison, WI 53719 phone: 608-273-6380 meadhunt.com

03/19/2014

03/19/2014 - TYPE B FINAL

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NOTES & SYMBOLS

C O

N

ST

R U

C T

AL

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T H

AN

G

AR

B

AY

AAG

TQKD122400ANG NO.:

A-2021

A-202 2

A-201

A-201

A B

O U

T

TO

O U

T

BU

IL

D

IN

G

7'

0"

SE

E

G

EN

. N O

TE

EQ

U

AL

SE

E

G

EN

. N O

TE

EQ

U

AL

SE

E

G

EN

. N O

TE

EQ

U

AL

SE

E

G

EN

. N O

TE

EQ

U

AL

7'

0"

2'

8" 2'

8"

OUT TO OUT BUILDING STRUCTURE

69' - 4"

OUT TO OUT BUILDING

71' - 0"

10" 10" 16' - 7 5/8"

A-301

A-301

4.101

4.102

4.110

4.103

101A

101B101C

101D

O U

T

TO

O U

T

BU

IL

D

IN

G

S

TR

U C

TU

R

E

2'

8"

2'

8"

5'

1/

2" R

.O

3'

4"

5'

1/

2" R

.O

3'

4" 5'

1/ 2"

R .O

3'

4"

5'

1/

2"

R .O

3'

4"

A-501

TYP.

FIELD VERIFY

3' - 0" FIELD VERIFY

HANGAR

FOAM SHED

HANGAR (E)

FL

O

O R

S

LO

PE

FL

O O

R S

LO

PE

MIN. DOOR CLEAR

64' - 6"

101E

101F

4.109

4.109

4.103

CJ

4.111

4.111

H.P. OF FLOOR @ 100' - 6"

1/ 8"

FT

1/

8"

FT

12' - 2" 26' - 0"

4.112

A

4.114

4.113

4.113

4.113

4.111

4.111

9' - 7"

4.113

GENERAL NOTES:

1.DIMENSION PRIORITY, UNLESS OTHERWISE NOTED, TO FACE OF STRUCTURE.

2.FIELD VERIFY ALL DIMENSIONS, BRING ANY DISCREPANCIES TO THE ATTENTION OF

THE COR FOR FINAL DECISION.

3.SITE DATUM OF 22.0 = FLOOR EL. 100'-0" ON ARCHITECTURAL DRAWINGS. SITE

DATUM OF 22.6 = FLOOR EL. 100'-6" ON ARCHITECTURAL DRAWINGS.

4. GRID LOCATIONS SHOWN ARE FOR REFERENCE ONLY. FINAL GRID LOCATIONS AND

LAYOUT SHALL BE PROVIDED BY THE PRE-ENGINEERED METAL BUILDING SYSTEM

SUPPLIER.

5. PRE-ENGINEERED BUILDING FRAMING IS SHOWN FOR CONCEPTUAL PURPOSES

ONLY. ACUTAL FRAMING ARRANGEMENT AND SIZES ARE TO BE DETERMINED BY METAL

BUILDING MANUFACTURER. SUBJECT TO ANY SPECIFIC REQUIREMENTS NOTED IN THE

DRAWINGS OR SPECIFICATIONS.

6. WALL BRACING TO BE DETERMINED BY METAL BUILDING MANUFACTURER.

LOCATIONS SHALL NOT INTERFERE WITH DOORS OR ELECTRICAL SYSTEMS.

7. WALL GIRTS SHALL BE 8" DEEP. ACUTAL PROFILE, NUMBER, AND SPACING TO BE

DETERMINED BY METAL BUILDING MANUFACTURER TO CARRY SPECIFIED DESIGN

LOADS.

8. ROOF PURLIN SIZE, PROFILE, NUMBER AND SPACING TO BE DETERMINED BY METAL

BUILDING MANUFACTURER TO CARRY SPECIFIED DESIGN LOADS, INCLUDING ITEMS TO

BE SUSPENDED FROM THE CEILING.

9. ACTUAL NUMBER, LOCATION, AND SIZES OF COLUMNS TO BE DETERMINED BY METAL

BUILDING MANUFACTURER.

10. PROVIDE ALL SECONDARY FRAMING NECESSARY FOR DOORS, MOUNTING OF

DOOR TRACKS / OPERATORS, AND ELECTRICAL SYSTEM SUPPORT AND OPENINGS,

ETC...

11. FIELD PAINT ALL EXPOSED FRAMING, DOORS, FRAMES, ETC. PER SPECIFICATIONS.

THE METAL BUILDING FRAME AND GIRTS WILL REQUIRE SHOP PRIME. FIELD PAINT WILL

BE REQUIRED FOR THESE MEMBERS (WHITE).

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.:

Mead & Hunt, Inc.

6501 Watts Road

Madison, WI 53719 phone: 608-273-6380 meadhunt.com

03/19/2014

03/19/2014 - TYPE B FINAL

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FIRST FLOOR PLAN

C O

N

ST

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T H

AN

G

AR

B

AY

AAG

TQKD122400ANG NO.:

KEYED NOTES

4.101 PREENGINEERED METAL BUILDING BY METAL BUILDING MANUFACTURER

4.102 FUTURE VERTICAL LIFT FABRIC DOOR; NOT IN CONTRACT

4.103 PRE-FINISHED METAL DOWNSPOUT BY METAL BUILDING MANUFACTURER

4.109 TRENCH DRAIN; REFER TO CIVIL AND STRUCTURAL DRAWINGS

4.110 ABI #1 - 64'-6"W X 25'-6" CLEAR HEIGHT VERTICAL LIFT FABRIC DOOR; METAL BUILDING

MANUFACTUER TO COORDINATE WITH DOOR MANUFACTURER.

4.111 CONCRETE STOOP; REFER TO CIVIL AND STRUCTURAL DRAWINGS

4.112 NO EPOXY FLOOR COATING THIS AREA; VERIFY EXACT LOCATION WITH COR

4.113 NEW CONCRETE SLAB

4.114 CONSTRUCTON JOINT REFER TO STRUCTURAL DRAWINGS

NORTH

1/8" = 1'-0"1 First Floor

T.O. FIRST FLOOR

100' - 0"

AB

T.O. DOOR CLEAR

HEIGHT

125' - 6"

T.O. PEAK

137' - 1 1/2"

T.O. EAVE

133' - 6"

A-301

4.202

4.201

4.203

4.207

4.201 4.203

4.207

M

AI

N

FR

AM

E

M

AI

N

FR

AM

E

AREA OF WORKNO WORK THIS AREA

4.2084.208

4.208

4.210

H.P. FIRST FLOOR

100' - 6"

T.O. FIRST FLOOR

100' - 0"

A B

T.O. DOOR CLEAR

HEIGHT

125' - 6"

T.O. PEAK

137' - 1 1/2"

T.O. EAVE

133' - 6"

A-301

4.202

4.203

4.207

4.203

4.207

4.2014.201

M

AI

N

FR

AM

E

M

AI

N

FR

AM

E

NO WORK THIS AREAAREA OF WORK

4.2094.209

4.209

4.210

H.P. FIRST FLOOR

100' - 6"

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.:

Mead & Hunt, Inc.

6501 Watts Road

Madison, WI 53719 phone: 608-273-6380 meadhunt.com

03/19/2014

03/19/2014 - TYPE B FINAL

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EXTERIOR

ELEVATIONS

C O

N

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T H

AN

G

AR

B

AY

AGG

TQKD122400

1/8" = 1'-0"1 NORTH ELEVATION

1/8" = 1'-0"2 SOUTH ELEVATION

KEYED NOTES

4.201 PRE-FINISHED METAL WALL PANEL, PAINT; PT-1

4.202 STRUCTURAL STANDING SEAM METAL ROOF SYSTEM BY METAL BUILDING

MANUFACTURER, PAINT; PT-2

4.203 PRE-FINISHED METAL DOWNSPOUT BY METAL BUILDING MANUFACTURER, PAINT; PT-3

4.207 PRE-FINISHED METAL GUTTER BY METAL BUILDING MANUFACTURER, PAINT; PT-3

4.208 FUTURE VERTICAL LIFT FABRIC DOOR; NOT IN CONTRACT

4.209 ABI #1 - 64'-6"W X 25'-6" CLEAR HEIGHT VERTICAL LIFT FABRIC DOOR; METAL BUILDING

MANUFACTUER TO COORDINATE WITH DOOR MANUFACTURER.

4.210 (E) HANGAR DOOR; NO WORK

A B

HEIGHT

125' - 6"

B.O. DOOR STEEL

130' - 3"

T.O. PEAK

137' - 1 1/2"

T.O. EAVE

133' - 6"

A-301

A-311 2 12

M

IN

. D O

O R

C

LE

AR

H

EI

G

H T

NO WORK

THIS AREA

AREA OF WORK

PRE-FINISHED METAL

PANEL WITH 8" GIRTS

STRUCUTRAL STANDING

SEAM METAL ROOF SYSTEM

PRE-FINISHED METAL

DOWNSPOUT

PRE-FINISHED METAL

GUTTER

M

AI

N

FR

AM

E

M

AI

N

FR

AM

E

69' - 4"10" 10"

OUT TO OUT BUILDING

71' - 0" 3' - 0"

RIGID FRAM BY

METAL BUILDING

MANUFACTURER

FUTURE VERTICAL

LIFT FABRIC DOOR

BEYOND; N.I.C.

FIRST FLOOR

VARIES

(E) HANGAR

DOOR; NO

WORK

FR

O

M S

TR

U

C

TU

R E

AL

L O

BS

TR

U C

TI

O

N S

'-0

" M

IN

. T

AI

L C

LE

AR

65432

T.O. DOOR CLEAR

HEIGHT

125' - 6"

B.O. DOOR STEEL

130' - 3"

T.O. HOIST

133' - 3"

T.O. PEAK

137' - 1 1/2"

1 71 A-301

A-311

M

IN

. D O

O R

C

LE

AR

H

EI

G

H T

M

AI

N

FR

AM

E

M

AI

N

FR

AM

E

M

AI

N

FR

AM

E

M

AI

N

FR

AM

E

M

AI

N

FR

AM

E

D O

O R

O

PE

N

IN

G

SU

PP

O R

T

7' - 0" 19' - 2" 19' - 2" 19' - 2" 19' - 2"

7' - 0"

2' - 8" 2' - 8"

OUT TO OUT BUILDING

96' - 0"

PRE-FINISHED

METAL PANEL

WITH 8" GIRTS

STRUCUTRAL

STANDING SEAM

METAL ROOF SYSTEM

D O

O R

O

PE

N

IN

G

SU

PP

O

R T

FUTURE VERTICAL

LIFT FABRIC DOOR;

N.I.C.

RIGID FRAME BY

METAL BUILDING

MANUFACTURER

STRUCTURAL

SUPPORTS FOR DOOR;

BASE BID

VERTICAL LIFT

FABRIC DOOR; ABI 1

FIRST FLOOR

VARIES

H.P. FIRST FLOOR

100' - 6"

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.:

Mead & Hunt, Inc.

6501 Watts Road

Madison, WI 53719 phone: 608-273-6380 meadhunt.com

03/19/2014

03/19/2014 - TYPE B FINAL

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3142100-121766.01

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BUILDING SECTIONS

& WALL SECTIONS

C O

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AAG

TQKD122400ANG NO.:

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

1/8" = 1'-0"2 Section 2

HEIGHT

125' - 6"

B.O. DOOR STEEL

130' - 3"

T.O. HOIST

133' - 3"

T.O. PIER

100' - 6"

FINISHED FLOOR

T.O. FIRST FLOOR

VARIES

METAL WALL SIDING

WITH 8" GIRTS

T.O. ROOF EAVE

MINIMUM EAVE HEIGHT

SHALL BE

COORDINATED WITH

HANGAR DOOR AND

METAL BUILDING

MANUFACTURER

PRE-FINISHED

METAL FASCIA

RIGID FRAME

VERTICAL

LIFT FABRIC

DOOR; ABI #1

CONCRETE PIER

TRENCH DRAIN

A-501

A

A-501

A-501

PRE-FINISHED

METAL

DOWNSPOUT

8" STEEL GIRTS

PRE-FINISHED

METAL WALL

SIDING

PRE-FINISHED

METAL FASCIA

RIGID FRAME

PRE-FINISHED

METAL

GUTTER

PRE-FINISHED

METAL

DOWNSPOUT

T.O. FIRST FLOOR

VARIES

T.O. ROOF EAVE

MINIMUM EAVE HEIGHT

SHALL BE

COORDINATED WITH

HANGAR DOOR AND

METAL BUILDING

MANUFACTURER

CONRETE PIER

EXISTING ROOF

STRUCTURE

EXISTING ROOF

STRUCTURE

TURN UP LEG AND SEAL WITH

URETHANE SEALANT

ANCHOR FASTENER

ZEE CLOSURE SET IN DOUBLE BEADED

BUTYL TAPE, FILL HEM OF FLASHING

AND SPACE BETWEEN ZEE AND PANEL

SEAM WITH URETHANE SEALANT

BUTYL TAPE

RIDGE/HIP CAP

UNDERLAYMENT

(3) CONTINUOUS 1/4" DIAMETER

BEADS OF BUTYL SEALANT

RUN A 1/4" DIAMETER BEAD OF BUTYL

UP 6" FROM HIGH END OF PANEL TO

MARRY WITH CONTINUOUS FACTORY

APPLIED SEALANT INSIDE SEAM

RUN A 1/4" DIA BEAD OF BUTYL

UP 6" FROM LOW END OF PANEL

TO MARRY WITH CONTINUOUS

FACTORY APPLIED SEALANT

INSIDE SEAM

UNDERLAYMENT

FASTENER 8" O.C. MAX. (3) CONTINUOUS

1/4" DIA. BEADS OF BUTYL SEALANT

EAVE STARTER FLASHING

FASTENER 8" O.C. MAX

UNDERLAYMENT

BLOCKING AS REQUIRED

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.:

Mead & Hunt, Inc.

6501 Watts Road

Madison, WI 53719 phone: 608-273-6380 meadhunt.com

03/19/2014

03/19/2014 - TYPE B FINAL

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3142100-121766.01

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WALL SECTIONS

C O

N

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AAG

TQKD122400ANG NO.:

1/2" = 1'-0"1 WALL SECTION

1/2" = 1'-0"2 WALL SECTION 2

1" = 1'-0"3 RIDGE - NON-VENTED - 'Z' CLOSURE

3" = 1'-0"4 STANDING SEAM - ROOF EDGE

T.O. ROOF EAVE

PRE-FINISHED

METAL DOWNSPOUT

BEYOND

8" STEEL GIRTS WITH

METAL WALL SIDING

STRUCTURAL

STANDING SEAM

METAL ROOF SYSTEM

PRE-FINISHED

METAL FASCIA

PRE-FINISHED

METAL GUTTER

RUN A 1/4" DIA BEAD OF BUTYL

UP 6" FROM LOW END OF PANEL

TO MARRY WITH CONTINUOUS

FACTORY APPLIED SEALANT

INSIDE SEAM

FASTENER 8" O.C. MAX. (3) CONTINUOUS

1/4" DIA. BEADS OF BUTYL SEALANT

UNDERLAYMENT

EAVE STARTER FLASHING

A

FIRST FLOOR

100'-0"

PRE-FINISHED

METAL

DOWNSPOUT

BEYOND

CONCRETE

FASTENER

8" STEEL GIRTS

WITH METAL WALL

SIDING

METAL BASE TRIM

CONCRETE PIER

RIGID FRAME

BEYOND

A

STEEL TUBE JAMB BY

METAL BUILDING

MANUFACTURER

METAL WALL SIDING

WITH 8" STEEL GIRTS

10" 2' - 0 3/16"

2'

8" 2'

1/ 2"

GUIDE RAIL

VERTICAL LIFT

FABRIC DOOR

DOOR

FA

BR

IC

F

O

LD

IN

G

A R

EA

3'

3"

D O

O R

T H

IC

KN

ES

S

1'

/1 6"

TRENCH DRAIN

STEEL FRAMING BY

METAL BUILDING

MANUFACTURER;

COORDINATE WITH

DOOR MANUFACTURER

DOOR AND FRAME

PROVIDE ALL STRUCTURE

AND SUPPORTS REQUIRED

TO CARRY ALL LOADS AND

LATERAL RESISTANCE

REQUIRED FOR

INSTALLATION OF

VERTICAL LIFT FABRIC

DOORS AT BOTH ENDS OF

THE BUILDING AS PART OF

BASE BID. BUILDING SHALL

BE DESIGNED TO PERFORM

WHETHER 2,1 OR NO

VERTICAL LIFT FABRIC

DOORS ARE INSTALLED.

COORDINATE DOOR

SUPPORT REQUIREMENTS

WITH MANUFACTURER.

PROVIDE CONTINUOUS BIRD BARRIER

STRIPS AT ALL PIPING IN HANGAR

WITH A MINIMUM PIPE DIAMETER OF 3".

THIS INCLUDES BUT NOT LIMITED TO

FIRE SUPPRESSION PIPING AND

ELECTRICAL CONDUIT. ATTACH BIRD

BARRIER STRIPS TO PIPING WITH PIPE

CLAMPS SUCH THAT BARRIER STRIP IS

SNUG TIGHT AND WILL NOT MOVE

FROM TOP MOUNT INSTALLED

POSITION.

ALWAYS HAVE AT LEAST 1/4" WIRE

OVER HANG (SPIKES AND 1/2" BASE

STRIP OVERHANG AT EACH END OF

PIPE.

EQUALLY SPACED BIRD BARRIER STRIPS

REQUIRED AT EACH LIGHT FIXTURE. STRIPS

ARE SPACED @ 5" O.C.

ADHERE BARRIER STRIPS TO LIGHT

FIXTURE WTIH MANUFACTURER APPROVED

PRODUCT. DO NOT FASTEN TO FIXTURE

WITH SCREWS.

ALWAYS HAVE AT LEAST 1/4" WIRE OVER

HANG (SPIKES) AND 1/2" BASE STRIP

OVERHANG AT EACH END OF LIGHT

FIXTURE.

NOTE: BIRD BARRIER STRIPS TO BE

APPLIED TO ALL HORIZONTAL SURFACES.

DOOR FABRIC

DOOR SHEAVE

DOOR STRUCTURAL

SUPPORTS BY METAL

BUILDING

MANUFACTURER;

BASE BID

DOOR JAMB

COLUMN BEYOND

STRUCTURAL

STANDING SEAM

METAL ROOF

SYSTEM

RIGID FRAME

DOOR CLEAR HEIGHT

25'-6"

B.O. DOOR STEEL

130'-3"

T.O. EAVE

VARIES

FASCIA; ENSURE NO

EDGES WILL DAMAGE

FABIRC

7' - 0" 2' - 8"

9' - 8"

1'-10" MIN.

D O

O R

S

TA

C

KI

N G

A R

EA

STEEL PURLINSPROVIDE ALL STRUCTURE AND

SUPPORTS REQUIRED TO CARRY

ALL LOADS AND LATERAL

RESISTANCE REQUIRED FOR

INSTALLATION OF VERTICAL LIFT

FABRIC DOORS AT BOTH ENDS

OF THE BUILDING AS PART OF

BASE BID. BUILDING SHALL BE

DESIGNED TO PERFORM

WHERHER 2, 1 OR NO VERTICAL

LIFT FABRIC DOORS ARE

INSTALLED. COORDINATE DOOR

SUPPORT REQUIREMENTS WITH

MANUFACTURER.

T.O. DOOR CLEAR

HEIGHT

125' - 6"

B.O. DOOR STEEL

130' - 3"

DOOR FABRIC

DOOR HOIST

DOOR JAMB

COLUMN BEYOND

STRUCTURAL

STANDING SEAM

METAL ROOF

SYSTEM

RIGID FRAME

T.O. EAVE

VARIES

FASCIA; ENSURE NO

EDGES WILL DAMAGE

FABIRC

1'-10" MIN.

7' - 0" 2' - 8"

9' - 8"

D O

O R

S

TA

C

KI

N G

A R

EA

PROVIDE ALL STRUCTURE

AND SUPPORTS REQUIRED TO

CARRY ALL LOADS AND

LATERAL RESISTANCE

REQUIRED FOR INSTALLATION

OF VERTICAL LIFT FABRIC

DOORS AT BOTH ENDS OF

THE BUILDING AS PART OF

BASE BID. BUILDING SHALL BE

DESIGNED TO PERFORM

WHETHER 2,1, OR NO

VERTICAL LIFT FABIC DOORS

ARE INSTALLED. COORDINATE

DOOR SUPPORT

REQUIREMENTS WITH

MANUFACTURER.

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.:

Mead & Hunt, Inc.

6501 Watts Road

Madison, WI 53719 phone: 608-273-6380 meadhunt.com

03/19/2014

03/19/2014 - TYPE B FINAL

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DETAILS

C O

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T H

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B

AY

AAG

TQKD122400ANG NO.:

3" = 1'-0"2 EAVE & GUTTER

3" = 1'-0"1 WALL PANEL BASE

1 1/2" = 1'-0"3 TYPICAL CORNER DETAIL @ DOOR JAMB

1 1/2" = 1'-0"4 TYPICAL BIRD BARRIER STRIPS AT CEILING HUNG PIPING

1 1/2" = 1'-0"5 TYPICAL BIRD BARRIER STRIPS AT LIGHT FIXTURES

1/2" = 1'-0"6 DOOR DETAIL @ SHEAVE

1/2" = 1'-0"7 DOOR DETAIL @ HOIST

NOTE: ALL STRUCTURAL SUPPORTS FOR DOOR ARE BASE BID. ALL

COMPONENTS OF THE VERTICAL LIFT FABRIC DOOR ARE ABI #1

NOTE: ALL STRUCTURAL SUPPORTS FOR DOOR ARE BASE BID.

ALL COMPONENTS OF THE VERTICAL LIFT FABRIC DOOR ARE

ABI #1

GENERAL NOTES:

1.PAINT ANY EXPOSED STEEL BEAMS, COLUMNS IN HANGAR 101.

2.ALL CONCRETE FLOORS NOT TO RECEIVE ADDITIONAL FINISH SHALL BE SEALED, U.N.O.

CONC = CONCRETE

CMU = CONCRETE MASONRY UNIT

ETR = EXISTING TO REMAIN

EXPSD = EXPOSED

EF = EPOXY FLOORING

EP = EPOXY PAINT

PT = PAINT

ROOM FINISH ABBREVIATIONS:

F

FLUSH DOOR

SCHED.

SEE

SE

E

SC

H

ED

DOOR TYPES

VF

VERTICAL LIFT FABRIC DOOR

SEE SCHED.

SE

E

SC

H

ED

F1

FRAME TYPES

SE

E

SC

H

ED

2"

2"

SCHED.

SEE 2"

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.:

Mead & Hunt, Inc.

6501 Watts Road

Madison, WI 53719 phone: 608-273-6380 meadhunt.com

03/19/2014

03/19/2014 - TYPE B FINAL

3/

/2

2:

:1

PM

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ARCHITECTURAL

SCHEDULES

C O

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AR

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AAG

TQKD122400ANG NO.:

DOOR AND HARDWARE SCHEDULE

DOOR

NUMBER

DOOR FRAME MISCELLANEOUS

REMARKS

LEAF SIZE

TYPE MAT'L

GLAZING

TYPE FINISH TYPE MAT'L

DETAILS

FINISH LABEL

HDWR

SET LINTELQTY. WIDTH HEIGHT HEAD JAMB OTHER

101A (1) 3' - 0" 7' - 0" F HM - PT-4 F1 HM - - PT-4 - 1 - 1

101B (1) 3' - 0" 7' - 0" F HM - PT-4 F1 HM - - PT-4 - 1 - 1

101C (1) 3' - 0" 7' - 0" F HM - PT-4 F1 HM - - PT-4 - 1 - 1

101D (1) 3' - 0" 7' - 0" F HM - PT-4 F1 HM - - PT-4 - 1 - 1

101E - 64' - 6" 25' - 6" VF - - - - - - - - - FUTURE DOOR; N.I.C.

101F - 64' - 6" 25' - 6" VF - - - - - - - - - ABI #1

DOOR AND HARDWARE SCHEDULE ABBREVIATIONS

G = GALVANIZED

HM = HOLLOW METAL

SS = STAINLESS STEEL

VF = VERTICAL LIFT FABRIC DOOR

DOOR AND HARDWARE SCHEDULE ABBREVIATIONS

DOOR/FRAME MATERIALS

AL = ALUMINUM

EX = EXISTING OVERHEAD

FR = FABRIC ROLL-UP

ROOM FINISH SCHEDULE

ROOM

NO. ROOM NAME FLOOR BASE

WALLS CEILING

REMARKSNORTH EAST SOUTH WEST MTL HEIGHT

103 FOAM SHED - - - - - - - - NO WORK

ARCHITECTURAL FINISHES SCHEDULE

FINISH

NUMBER FINISH DESCRIPTION

PRODUCT DESCRIPTION

REMARKSMANUFACTURER MODEL NUMBER STYLE COLOR SIZE

EF-1 EPOXY FLOORING - TYPE 1 TENNANT ECO-HTS -

PT-1 PAINT COLOR - TYPE 1 RODDA ES12E2098 PUSSY

WILLOW

- METAL WALL PANELS

PT-2 PAINT COLOR - TYPE 2 RODDA CRN11537 COLONIAL

RED

- STANDING SEAM METAL ROOF / TRIM

PT-3 PAINT COLOR - TYPE 3 RODDA ES12E2098 PUSSY

WILLOW

- DOWNSPOUT / GUTTER

PT-4 PAINT COLOR - TYPE 4 RODDA ES13E2009 HICKORY NUT - DOORS / FRAMES

DOOR AND HARDWARE SCHEDULE GENERAL NOTES

1. PROVIDE EXIT SIGNS PER NFPA 101 - 7.10.6.1.1.