Attachment_2_baldmtn_plans.pdf

Priest River

Albeni Hwy

Sandpoint

Ponderay

48°19'53"N 116°41'38"W

Lake Pend OreilleP en in su la R oa d to Spokane, WA to Bonners Ferry to Missoula, MT to Coeur d' Alene to Coolinto Priest Lake

Bald Mountain

BALD MT. RD.

W

BLDG. SITE LOCATION

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M I S S O U L A, M T 59802 www.aearchitects.com

B I L L I N G S, M T 59101

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PROJECT No 09039.00

12.14.09

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CONSTRUCTION

DOCUMENTS

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A & E ARCHITECTS P.C.

CHRISTOPHER R. MARTISON

IDAHO

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MISSOULA

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STRUCTURAL DRAWINGS

EXPLANATION OF SYMBOLS

DRAWING INDEX

ARCHITECTURAL DRAWINGS

COVER COVER SHEET

ELECTRICAL DRAWINGS

PROJECT TEAM

ARCHITECTURAL ABBREVIATIONS

2 31

TYPICAL SHEET LAYOUT

A/C AIR CONDITIONING

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADDL ADDITIONAL

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ARCH ARCHITECT(URAL)

AWN AWNING

B.O. BOTTOM OF

BD BOARD

BLDG BUILDING

BL KG BLOCKING

BM

BRG BEARING

BTWN BETWEEN

BUR

CAB CABINET

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CONST CONSTRUCTION

CG

CPT CARPET

CSMT CASEMENT

CT CERAMIC TILE

DEEP

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DIM(S) DIMENSIONS

DISP DISPENSER

DN DOWN

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

EAST

EA EACH

EJ EXPANSION JOINT

EL

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXT EXTERIOR

FACP FIRE ALARM CONTROL PANEL

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIN FINISH

F LR FLOOR

FND FOUNDATION

FR FRAME

FT FEET/FOOT OR FIRE TREATED

FOOTING

GA GAUGE OR GAGE

GALV GALVANIZED

GB GYPSUM BOARD

GC GENERAL CONTRACTOR

GL GLASS, GLAZING

GWB GYPSUM WALL BOARD

GYP GYPSUM

HC HANDICAP

HDR HEADER

HDW HARDWARE

HM HOLLOW METAL METAL

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

HTD HEATED

HVAC

ID INSIDE DIAMETER

INFO INFORMATION

ISO ISOCYANURATE

INSUL INSULATE/INSULATED/INSULATION

INT INTERIOR

INV INVERT

JT JOINT

KIT KITCHEN

L

LAM LAMINATE(D)

LAV LAVATORY

LF LINEAR FEET

LP LOW POINT

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANIC(AL)

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PL PLATE

P LAM PLASTIC LAMINATE

PLYWD PLYWOOD

PNL PANEL

PNT PAINT

POLY POLYESTER OR POLYOLEFIN

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED OR POINT

PVMT PAVEMENT

QTR QUARTER

QTY QUANTITY

R RADIUS

RA RETURN AIR

RB RUBBER BASE

RD ROOF DRAIN

RECY RECYCLE(D)

REF REFERENCE

REFRIG REFRIGERATOR OR REFRIGERATION

REINF REINFORCE

REQD REQUIRED

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

S SOUTH

SC SOLID CORE

SCHED SCHEDULE

SECT SECTION

SHT SHEET

SIM SIMILAR

SPECS SPECIFICATIONS

SOD SLAB ON DECK

SOG SLAB ON GRADE

SOH SAME OPPOSITE HAND

SS STAINLESS STEEL

ST STONE TILE

STND STANDARD

STL STEEL

STRUCT STRUCTURAL

TEMP TEMPERED

THK THICK

THRESH THRESHOLD

T.O. TOP OF

TOBM TOP OF BEAM

T.O.P. TOP OF PLATE

T . O . S . TOP OF STEEL

T/ TOP OF

T&G TONGUE AND GROOVE

TEL TELEPHONE

THK THICK

TRANS TRANSOM

TV TELEVISION

TYP TYPICAL

UL UNDERWRITERS LABORATORY

UNO UNLESS NOTED OTHERWISE

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VP VENEER PLASTER

VR VAPOR RETARDER

VT VINYL TILE

VWC VINYL WALL TILE

W WIDE OR WEST

W/ WITH

WC WATER CLOSET

WD WOOD

WDW WINDOW

WG WALL GUARD

WH WATER HEATER

W/IN WITHIN

W/O WITHOUT

WP WATERPROOF

WR WATER RESISTANT

WT WEIGHT

WWF WELDED WIRE FABRIC

@ AT

AB ANCHOR BOLT

ABOVEABV

NUMBER OR POUND

BEAM OR BENCHMARK

BUILT UP ROOF

CORNER GUARD

FTNG

LONG / LENGTH

ELEVATION

HEATING/VENTILATION

& AIR CONDITIONING

OUTSIDE DIAMETER OR

OVERFLOW DRAIN

BALD MOUNTAIN REPEATER AND

GENERATOR BUILDING REPLACEMENT

GRID LINE NUMBER

DETAIL TAG -

DETAIL NUMBER

PAGE LOCATION

INTERIOR ELEVATION TAG

DETAIL NUMBERS (4)

PAGE LOCATION

HEIGHT - ELEVATION

SPOT LOCATION

DOOR TAG

BUILDING.DOOR-NUMBER

DETAIL : PAGE

PHOTO TAG

ROOM NAME

ROOM NUMBER

0'-0"

T.O.C.

1.01

A

SECTION TAG -

DETAIL NUMBER

PAGE LOCATION

ELEVATION TAG -

DETAIL NUMBER

PAGE LOCATION

KEYNOTE TAG

DEMOLITION NOTE TAG

WALL TYPE TAGT1

A4.1

A5.1

13:A9.1

59.01

WINDOW TAG

BUILDING.WINDOW-NUMBER

1/8" = 1'-0"

A2.1 : A3.1

DETAIL

SHEET OF ORIGIN

DETAIL POSITION

ON SHEET

SHEET WHERE DETAIL

APPEARS

1. EVERY ATTEMPT HAS BEEN MADE TO ASSURE THE ACCURACY OF THE DRAWINGS

THROUGH FIELD VERIFICATION & EXISTING PLAN REVIEW, HOWEVER, THE CONDITION OF

THE UNPROTECTED STRUCTURES IS CONTINUALLY CHANGING. THE CONTRACTOR IS

RESPONSIBLE TO VERIFY EXISTING CONDITIONS, SIZES, QUANTITIES, & COORDINATE WITH

THE EXPECTED WORK BEFORE CONSTRUCTION/ ORDERING/ INSTALLATION & NOTIFY

CONTRACTING officer IMMEDIATELY FOR WRITTEN CLARIFICATION IF ANY DISCREPANCY

EXISTS.

2. DRAWINGS CONTAINED WITHIN THESE DOCUMENTS ARE ABBREVIATED IN NATURE. THE

CONTRACTOR IS EXPECTED TO USE QUALITY, ACCEPTABLE, CONSTRUCTION PRACTICES &

TECHNIQUES FOR THE EXTENT & TYPE OF WORK DESCRIBED HEREIN. FIELD VERIFY ALL

CONDITIONS & COORDINATE WITH ANTICIPATED WORK PRIOR TO CONSTRUCTION.

3. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE STANDARDS & REGULATIONS

AS PRESCRIBED BY THE 2009 INTERNATIONAL BUILDING CODE, INTERNATIONAL

MECHANICAL CODE, INTERNATIONAL PLUMBING CODE, UNIFORM FIRE CODE, AMERICAN

NATIONAL STANDARDS, THE AMERICANS WITH DISABILITIES ACT, & ANY APPLICABLE

LOCAL CODES & REGULATIONS.

4. THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTATION OF ACCURATE AS-BUILTS

INFORMATION.

5. DO NOT SCALE DRAWINGS. VERIFY ALL EXISTING DIMENSIONS IN THE FIELD; IF A

DIMENSION DOES NOT EXIST OR IS IN ERROR, CONTACT THE CONTRACTING officer

IMMEDIATELY FOR WRITTEN CLARIFICATION.

6. CONTRACTOR(S) SHALL GUARANTEE THEIR WORK FOR A PERIOD OF NO LESS THAN ONE

YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. CONTRACTOR(S) SHALL REPLACE

ALL DEFECTIVE PARTS & SUPPLIES AT THEIR COST.

7. CONTRACTOR SHALL SUPPLY ALL PARTS, MATERIALS, & LABOR REQUIRED TO COMPLETE

THE WORK INDICATED WITH ALL ACCESSORIES, FINISHES, & SYSTEMS NECESSARY OR

APPLICABLE TO ENSURE A COMPLETE & FUNCTIONAL BUILDING UPON COMPLETION.

8. CONTRACTOR TO REFER TO ALL DRAWINGS INDICATED ON THIS COVER SHEET FOR

DESCRIPTION OF WORK. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL

REQUIREMENTS OF THE DRAWINGS & THE WORK OF ANY & ALL EMPLOYEES,

SUB-CONTRACTORS, SUB-SUB-CONTRACTORS OR ANY PERSON OR TRADE PARTICIPATING

IN ANY ASPECT OF THE WORK OUTLINED.

9. ANY ITEM SHOWN OR REFERENCED IN ONE INSTANCE SHALL BE AS IF SHOWN IN ALL

INSTANCES.

10. PROVIDE & MAINTAIN ALL NECESSARY BARRICADES, FLAGMEN, SINGAGE, & TEMPORARY

STRUCTURES NECESSARY TO FACILITATE SAFE ACCESS & TRAVEL TO THE GENERAL

PUBLIC.

11. CONTRACTOR SHALL COORDINATE ALL SIZES OF EXISTING OPENINGS WITH THE

REQUIREMENTS FOR ANY NEW WORK.

12. ALL NEW FINISHES SHALL ALIGN WITH ADJOINING SURFACES UNLESS NOTED OTHERWISE.

CONTRACTOR SHALL PROVIDE SMOOTH, EVEN TRANSITIONS FROM ONE SURFACE TO

ANOTHER.

13. ALL DAMAGED OR DETERIORATED BUILDING ELEMENTS SHALL BE REPAIRED OR REPLACED

IN-KIND TO PROVIDE A SOUND & VISUALLY COMPLETE FINISH STRUCTURE.

14. THE ARCHITECT HAS FINAL AUTHORITY OF DETERMINATION OVER ALL ASPECTS RELATED

TO APPEARANCE & FINISH.

D2.1 D4.1 A2.1 A4.1 A5.1 A9.1

DEMO PLANS & REFLECTED CEILING PLANS

DEMO ELEVATIONS

FLOOR PLANS & REFLECTED CEILING PLANS

EXTERIOR ELEVATIONS & PHOTOS

BUILDING SECTIONS AND DETAILS

DOOR SCHEDULE NOTES AND DETAILS

ELECTRICAL FLOOR PLANS

ELECTRICAL DETAILS

E2.1 E9.1

GENERAL NOTES & TYPICAL DETAILS

SOUTH GENERATOR - DETAILS, FOUNDATION & ROOF PLANS

NORTH REPEATER - DETAILS, FOUNDATION & ROOF PLANS

S1.0 S2.1 S2.2

BONNER COUNTY - IDAHO 83856

US DEPARTMENT OF AGRICULTURE

IDAHO PANHANDLE NATIONAL FOREST

SANDPOINT RANGER DISTRICT

CONTACT: MIKE SHOUP

208.765.7204

BEAUDETTE CONSULTING ENGINEERS, INC.

131 WEST MAIN

MISSOULA, MONTANA 59802

406.721.7315

RM_#

ROOM_NAME

COVER

C O

V E R

S H

E E T

A&E ARCHITECTS, P.C.

222 NORTH HIGGINS

MISSOULA, MONTANA 59802

406.721.5643 406.721.1887

MORRISON MAIERLE, INC.

3011 PALMER STREET

MISSOULA, MONTANA 59808

406.542.8880

OWNER: ARCHITECT:

STRUCTURAL: MECHANICAL/ELECTRICAL:

GENERAL PROJECT NOTES

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VICINITY MAP

MECHANICAL DRAWINGS

MECHANICAL FLOOR PLANS

MECHANICAL SCHEDULES & DETAILS

M2.1 M9.1

SITE MAP

NORTH

1" = 200'

NORTH REPEATER BLDG.

SOUTH GENERATOR BLDG.

26'-0"+

100 amp

T

100 amp

T R A N S F E R

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DEMO LEGEND:

DEMO WALLS OR

DEMO BUILT

ELEMENT

EXISTING WALLS OR

BUILT ELEMENT TO

REMAIN

EXISTING DOOR,

FRAME, AND

HARDWARE TO BE

REMOVED.

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1/2" = 1'-0"

1/2" = 1'-0"

D2.1 : D2.1

18 REFLECTED CEILING DEMO PLAN

D2.1 : D2.1

REPEATER BLDG. DEMOLITION PLAN8

D2.1 : D2.1 1/2" = 1'-0"

REFLECTED CEILING DEMO PLAN20

D2.1 : D2.1 1/2" = 1'-0"

GENERATOR BLDG. DEMOLITION PLAN10

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M I S S O U L A, M T 59802 www.aearchitects.com

B I L L I N G S, M T 59101

FAX 4 0 6 . 2 4 8 . 2 4 2 7

PH 4 0 6 . 2 4 8 . 2 6 3 3

6 0 8 N O R T H 2 9 T H

A R C H I T E C T U R E

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ARCHITECTS PC

ISSUE DATE

REVISIONS

P R O J E C T

D R A W

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PROJECT No 09039.00

12.14.09

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CONSTRUCTION

DOCUMENTS

H

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A & E ARCHITECTS P.C.

CHRISTOPHER R. MARTISON

IDAHO

D

MISSOULA

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DEMO KEYNOTES

EXISTING EQUIPMENT OR SYSTEM TO REMAIN - CONTRACTOR TO INSURE PROTECTION THROUGHOUT THE COURSE

OF DEMOLITION TO INSURE UNINTERRUPTED OPERATION DURING DEMOLITION ACTIVITIES - TYPICAL.

REMOVE EXTERIOR CEMENTITIOUS WALL BD. FINISH IN ITS ENTIRETY - PROTECT EXISTING CMU WALL

CONSTRUCTION THAT WILL REMAIN.

REMOVE PORTION OF EXISTING CMU WALL AND SAW CUT EXITING CONCRETE CURB TO ACCOMMODATE OPENING TO

NEW ROOF ACCESS. COORDINATE REMOVAL AND RELOCATION OF SERVICES WITH NEW CONSTRUCTION.

REMOVE AND SALVAGE EXISTING STEEL DUTCH DOOR AND HARDWARE - PREPARE FOR REINSTALLATION AT NEW

LOCATION. DEMO EXISTING SWEEP IN ITS ENTIRETY - PREPARE DOOR FOR NEW SWEEP.

COORDINATE REMOVAL AND REPLACEMENT OF ALL ELECTRICAL OUTLETS, CONDUIT, PANELS & MISC. ELECTRICAL

EQUIPMENT ASSOCIATED WITH NEW DISTRIBUTION SYSTEM - COORDINATE RE-ROUTING ELEC. TO ACCOMMODATE

NEW OPENINGS. REFER TO ELECTRICAL DRAWINGS FOR MORE INFO.

PROTECT EXISTING TRANSMITTER CABLE THAT WILL REMAIN OPERATIONAL THROUGHOUT DEMOLITION WORK.

REMOVE FIBER CEILING BOARD IN ITS ENTIRETY. CEILING FINISH IS ANTICIPATED TO BE AN ASBESTOS CONTAINING

MATERIAL, TAKE APPROPRIATE HAZMAT ABATEMENT PROCEDURES.

REMOVE EXISTING LIGHT FIXTURE, FLUORESCENT LAMPS, CONDUIT AND WIRING IN ITS ENTIRETY. REFER TO

ELECTRICAL DRAWINGS FOR MORE INFORMATION.

REMOVE AND SALVAGE VENTILATION FANS AND ASSOCIATED EQUIPMENT - PREPARE FOR REINSTALLATION ON NEW

ROOF SYSTEM. REFER TO MECHANICAL DRAWINGS FOR MORE INFORMATION.

REMOVE EXISTING 'D' RING CABLE MANAGEMENT SYSTEM IN ITS ENTIRETY. PROVIDE TEMPORARY SUPPORTS FOR

CABLES TO REMAIN OPERATIONAL THROUGHOUT DEMOLITION WORK.

REMOVE EXISTING EXHAUST FAN, THERMOSTAT, CONDUIT AND ASSOCIATED EQUIPMENT IN THEIR ENTIRETY - REFER

TO MECHANICAL AND ELECTRICAL DRAWINGS FOR MORE INFO.

REMOVE EXISTING TIN ROOF FINISH, STRUCTURE, WOOD FASCIA, SOFFIT BOARDS AND ANY OR ASSOCIATED

MATERIALS IN THEIR ENTIRETY. PREPARE FOR NEW STRUCTURAL ROOF SYSTEM. REFER TO STRUCTURAL DRAWINGS

FOR MORE INFO.

REMOVE EXISTING MTL. VENTILATION SHROWD IN ITS ENTIRETY - PREPARE AREA FOR NEW VENTILATION LOUVER.

REFER TO MECHANICAL DRAWINGS FOR MORE INFO.

TYP.

TYP.

TYP.

TYP.

6A

6B

6C

6D

7:A 4.1

8:D 2.1

6:A4.1

14 REMOVE EXISTING 3 HOLE CABLE SLEEVE ON EXTERIOR WALL - REFER TO ELECTRICAL DRAWINGS FOR MORE INFO.

GENERAL PROJECT NOTES

1. DO NOT SCALE DRAWINGS.

2. COORDINATE DEMOLITION WORK AND BELOW GRADE UTILITY WORK WITH STRUCTURAL, MECHANICAL, AND

ELECTRICAL DRAWINGS.

3. REMOVE EXISTING MATERIALS AND FINISHES NOTED OR REQUIRED TO COORDINATE WITH NEW CONSTRUCTION.

4. ITEMS DESIGNATED FOR DEMOLITION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR.

5. REMOVE ALL ABANDONED PLUMBING, MECHANICAL, AND ELECTRICAL ITEMS IN THEIR ENTIRETY. REMOVE

MISCELLANEOUS SCREWS AND NAILS FROM WOODWORK IN PREPARATION FOR NEW CONSTRUCTION AND FINISH.

6. (ASBESTOS) FIBERBOARD CEILING IS THOUGHT TO BE PRESENT, COORDINATE APPROPRIATE HAZMAT PROCEDURES

WITH CONTRACTING OFFICER. REMOVE CEILING IN ITS ENTIRETY AND RE-INSULATE NEW ROOF AND STRUCTURE

WITH FIBERGLASS BATT INSULATION TO A MINIMUM OF R-50.

7. LEAD BASED PAINTS ARE ANTICIPATED TO BE PRESENT. TAKE NECESSARY PRECAUTIONS.

8. PROVIDE BLOCKING AT ALL NEW AND RELOCATED ELECTRICAL PANELS, CABINETRY, SHELVING SUPPORTS, AND

MECHANICAL DEVICES.

9. RADIO EQUIP. GENERATOR, ELECTRICAL AND ALL OTHER ASSOCIATED EQUIP. SHALL NOT BE LEFT UNSECURED

DURING THE DEMO WORK. CONSTRUCT A BUILDING PERIMETER FIRST, TO THE POINT THAT THE BUILDINGS CAN BE

SECURED. IF BUILDING CANNOT BE SECURED, A 24 HOUR PER DAY GUARD IS REQUIRED.

10. ROOF DEMOLITION AND NEW ROOF CONSTRUCTION SHOULD BE COORDINATED IN ORDER TO INSURE THAT WORK IS

COMPLETED IN 1 DAY. IT IS ESSENTIAL BOTH THE BUILDINGS REMAIN WEATHER TIGHT IN ORDER TO PROTECT

EXISTING EQUIPMENT THAT WILL REMAIN OPERATIONAL DURING ENTIRE PHASE OF DEMOLITION AND

CONSTRUCTION.

11. CONTRACTOR SHALL PROTECT EXISTING EQUIPMENT IN BOTH THE REPEATER AND GENERATOR BUILDINGS AT ALL

TIMES. PROVIDE A DETAILED PROTECTION PLAN TO THE CONTRACTING OFFICER FOR APPROVAL WITHIN 14 DAYS

AFTER THE NOTICE HAS BEEN GIVEN TO PROCEED WITH WORK.

REMOVE EXISTING BASE BOARD HEATING UNIT, THERMOSTAT AND ASSOCIATED ELECTRICAL IN ITS

ENTIRETY. REFER TO ELECTRICAL DRAWINGS FOR MORE INFO.

D4.1

18A

18B

18C

18D

8:D2.1

D4.1

D4.1

D4.1

D4.1

D4.1

D4.1

D4.1

NORTH NORTH

GENERATOR BUILDING

NORTH

REPEATER BUILDING

NORTH

TYP.

2 2

REMOVE AND SALVAGE EXISTING GENERATOR FLUE AND HARDWARE - PREPARE FOR REINSTALLATION AT NEW

LOCATION.

17 REMOVE EXISTING CABLE TOP COVER AND STL. ANGLE HARDWARE IN ITS ENTIRETY.

D4.1

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11 12

D4.1 : D2.1

1 DEMO NORTH ELEVATION

1/4"=1'-0"

DEMO EAST ELEVATION2 DEMO SOUTH ELEVATION3

4 DEMO WEST ELEVATION

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2 2 2 N O R T H H I G G I N S

FAX 4 0 6 . 7 2 1 . 1 8 8 7

PH 4 0 6 . 7 2 1 . 5 6 4 3

M I S S O U L A, M T 59802 www.aearchitects.com

B I L L I N G S, M T 59101

FAX 4 0 6 . 2 4 8 . 2 4 2 7

PH 4 0 6 . 2 4 8 . 2 6 3 3

6 0 8 N O R T H 2 9 T H

A R C H I T E C T U R E

O W N E R

H I S T O R I C

I N T E R I O R S

ARCHITECTS PC

ISSUE DATE

REVISIONS

P R O J E C T

D R A W

IN

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PROJECT No 09039.00

12.14.09

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CONSTRUCTION

DOCUMENTS

H

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A & E ARCHITECTS P.C.

CHRISTOPHER R. MARTISON

IDAHO

D

MISSOULA

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I L

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CRA

I H

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AIA

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IF DA

AR985227

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D4.1 : D2.1 1/4"=1'-0" D4.1 : D2.1 1/4"=1'-0" D4.1 : D2.1 1/4"=1'-0"

REPEATER BUILDING REPEATER BUILDING REPEATER BUILDING REPEATER BUILDING

REPEATER BUILDING DEMOLITION INTERIOR ELEVATIONS

D4.1 : D2.1 1/4"=1'-0"

DEMO EAST ELEVATION DEMO SOUTH ELEVATIONDEMO NORTH ELEVATION

D4.1 : D2.1 1/4"=1'-0" D4.1 : D2.1 1/4"=1'-0"D4.1 : D2.1 1/4"=1'-0"

GENERATOR BUILDING GENERATOR BUILDINGGENERATOR BUILDING

EXISTING PROPANE GAS SERVICE FOR GENERATOR TO REMAIN - CONTRACTOR TO

PROTECT AND MAINTAIN SERVICE DURING DEMO WORK.

EXISTING PROPANE TANK TO REMAIN - CONTRACTOR TO INSURE PROTECTION DURING

COURSE OF WORK.

EXISTING ELECTRICAL MAIN SERVICE BOX TO REMAIN - CONTRACTOR TO INSURE

PROTECTION DURING COURSE OF WORK.

# EXISTING KEYNOTE LEGEND

A. NORTH ELEVATION B. EAST ELEVATION C. SOUTH ELEVATION D. WEST ELEVATION

18 GENERATOR BUILDING DEMOLITION INTERIOR ELEVATIONS

D4.1 : D2.1 1/4"=1'-0"

A. NORTH ELEVATION B. EAST ELEVATION C. SOUTH ELEVATION D. WEST ELEVATION

DEMO KEYNOTES#

2 2

5 5

7 77

5 5

REMOVE ABANDONED GENERATOR FLUE AND ANY MISCELLANEOUS FASTENERS IN THEIR ENTIRETY - INFILL

EXISTING HOLE W/CONCRETE FILL.

REMOVE EXISTING EXTERIOR MTL. LOUVER IN ITS ENTIRETY.

REMOVE EXISTING WALL MOUNT HANGERS AND MISC. FASTENERS FROM EXISTING CEMENT

BOARD IN THEIR ENTIRETY.

16 GENERATOR BUILDING DEMO WEST ELEVATION

D4.1 : D2.1 1/4"=1'-0"

EXISTING EQUIPMENT OR SYSTEM TO REMAIN - CONTRACTOR TO INSURE PROTECTION THROUGHOUT THE COURSE

OF CONSTRUCTION TO ENSURE UNINTERRUPTED OPERATION DURING DEMOLITION ACTIVITIES - TYPICAL.

REMOVE EXTERIOR CEMENTITIOUS WALL BD. FINISH IN ITS ENTIRETY - PROTECT EXISTING CMU WALL

CONSTRUCTION THAT WILL REMAIN.

REMOVE PORTION OF EXISTING CMU WALL AND SAW CUT EXITING CONCRETE CURB TO ACCOMMODATE OPENING

TO NEW ROOF ACCESS. COORDINATE REMOVAL AND RELOCATION OF SERVICES WITH NEW CONSTRUCTION.

REMOVE AND SALVAGE EXISTING STEEL DUTCH DOOR AND HARDWARE - PREPARE FOR REINSTALLATION AT NEW

LOCATION. DEMO EXISTING SWEEP IN ITS ENTIRETY - PREPARE DOOR FOR NEW SWEEP.

COORDINATE REMOVAL AND REPLACEMENT OF ALL ELECTRICAL OUTLETS, CONDUIT, PANELS & MISC. ELECTRICAL

EQUIPMENT ASSOCIATED WITH NEW DISTRIBUTION SYSTEM - COORDINATE RE-ROUTING ELEC. TO ACCOMMODATE

NEW OPENINGS. REFER TO ELECTRICAL DRAWINGS FOR MORE INFO.

REMOVE AND SALVAGE VENTILATION FANS AND ASSOCIATED EQUIPMENT - PREPARE FOR REINSTALLATION ON NEW

ROOF SYSTEM. REFER TO MECHANICAL DRAWINGS FOR MORE INFORMATION.

REMOVE FIBER CEILING BOARD IN ITS ENTIRETY. CEILING FINISH IS ANTICIPATED TO BE AN ASBESTOS

CONTAINING MATERIAL, TAKE APPROPRIATE HAZMAT ABATEMENT PROCEDURES.

REMOVE EXISTING EXHAUST FAN, THERMOSTAT, CONDUIT AND ASSOCIATED EQUIPMENT IN THEIR ENTIRETY -

REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFO.

CONTRACTOR SHALL REMOVE EXISTING TIN ROOF FINISH, STRUCTURE, WOOD FASCIA, SOFFIT BOARDS AND ANY

OR ASSOCIATED MATERIALS IN THEIR ENTIRETY. PREPARE FOR NEW STRUCTURAL ROOF SYSTEM. REFER TO

STRUCTURAL DRAWINGS FOR MORE INFO.

REMOVE EXISTING MTL. SHROWD AND LOUVER IN ITS ENTIRETY - PREPARE AREA FOR NEW VENTILATION LOUVER.

REFER TO MECHANICAL DRAWINGS M2.1 FOR MORE INFORMATION.

REMOVE EXISTING CABLE SLEEVE ON EXTERIOR WALL, CONCRETE FILL EXISTING HOLES IN CMU WALLS - REFER TO

ELECTRICAL DRAWINGS FOR MORE INFO.

REMOVE EXISTING BASE BOARD HEATING UNIT, THERMOSTAT AND ASSOCIATED ELECTRICAL IN ITS ENTIRETY.

REFER TO ELECTRICAL DRAWINGS FOR MORE INFO.

REMOVE AND SALVAGE EXISTING GENERATOR FLUE AND HARDWARE - PREPARE FOR REINSTALLATION AT NEW

LOCATION.

GENERAL PROJECT NOTES

1. DO NOT SCALE DRAWINGS.

2. COORDINATE DEMOLITION WORK AND BELOW GRADE UTILITY WORK WITH STRUCTURAL,

MECHANICAL, AND ELECTRICAL DRAWINGS.

3. REMOVE EXISTING MATERIALS AND FINISHES NOTED OR REQUIRED TO COORDINATE WITH

NEW CONSTRUCTION.

4. ITEMS DESIGNATED FOR DEMOLITION SHALL BE REMOVED FROM THE SITE AND DISPOSED

OF BY THE CONTRACTOR.

5. REMOVE ALL ABANDONED PLUMBING, MECHANICAL, AND ELECTRICAL ITEMS IN THEIR

ENTIRETY. REMOVE MISCELLANEOUS SCREWS AND NAILS FROM WOODWORK IN

PREPARATION FOR NEW CONSTRUCTION AND FINISH.

6. (ASBESTOS) FIBERBOARD CEILING IS THOUGHT TO BE PRESENT, COORDINATE APPROPRIATE

HAZMAT PROCEDURES WITH CONTRACTING OFFICER. REMOVE CEILING IN ITS ENTIRETY

AND RE-INSULATE NEW ROOF AND STRUCTURE WITH FIBERGLASS BATT INSULATION TO A

MINIMUM OF R-50.

7. LEAD BASED PAINTS ARE ANTICIPATED TO BE PRESENT. TAKE NECESSARY PRECAUTIONS.

8. PROVIDE BLOCKING AT ALL NEW AND RELOCATED ELECTRICAL PANELS, CABINETRY,

SHELVING SUPPORTS, AND MECHANICAL DEVICES.

9. RADIO EQUIP. GENERATOR, ELECTRICAL AND ALL OTHER ASSOCIATED EQUIP. SHALL NOT BE

LEFT UNSECURED DURING THE DEMO WORK. CONSTRUCT A BUILDING PERIMETER FIRST,

TO THE POINT THAT THE BUILDINGS CAN BE SECURED. IF BUILDING CANNOT BE SECURED,

A 24 HOUR PER DAY GUARD IS REQUIRED.

10. ROOF DEMOLITION AND NEW ROOF CONSTRUCTION SHOULD BE COORDINATED IN ORDER

TO INSURE THAT WORK IS COMPLETED IN 1 DAY. IT IS ESSENTIAL BOTH THE BUILDINGS

REMAIN WEATHER TIGHT IN ORDER TO PROTECT EXISTING EQUIPMENT THAT WILL REMAIN

OPERATIONAL DURING ENTIRE PHASE OF DEMOLITION AND CONSTRUCTION.

11. CONTRACTOR SHALL PROTECT EXISTING EQUIPMENT IN BOTH THE REPEATER AND

GENERATOR BUILDINGS AT ALL TIMES. PROVIDE A DETAILED PROTECTION PLAN TO THE

CONTRACTING OFFICER FOR APPROVAL WITHIN 14 DAYS AFTER THE NOTICE HAS BEEN

GIVEN TO PROCEED WITH WORK.

EXISTING ELECTRICAL MAIN SERVICE CABLE TO REMAIN OPERATIONAL THROUGHOUT

CONSTRUCTION - CONTRACTOR TO INSURE PROTECTION DURING COURSE OF WORK.

COORDINATE REMOVAL AND REPLACEMENT OF EXISTING ELECTRICAL GROUND(S) WITH CONTRACTING OFFICER

AND ELECTRICAL. REFER TO ELECTRICAL DRAWINGS FOR MORE INFO.

18 1818

7 7

REMOVE EXISTING GROUND BUS BAR - PREPARE AREA TO RECEIVE NEW GROUND BUS BAR IN SAME LOCATION.

REFER TO ELECTRICAL DRAWINGS FRO MORE INFO.

REMOVE EXISTING 'D' RING CABLE MANAGEMENT SYSTEM IN ITS ENTIRETY. PROVIDE TEMPORARY SUPPORTS FOR

CABLES TO REMAIN OPERATIONAL THROUGHOUT DEMOLITION WORK.

20 REMOVE EXISTING CABLE TOP COVER AND STL. ANGLE HARDWARE IN ITS ENTIRETY.

20 20

6 6

100 amp

DISCNT.

T

100 amp

T R A N S F E R

S W

IT

C H

G E N E R A T O R

TT

LEGEND:

NEW DOOR

NEW WALL OR

NEW BUILT

ELEMENT

EXISTING WALLS OR

BUILT ELEMENT TO

REMAIN

A2.1

F L O

O R

P L A

N S A

N D

R E F L E C

T E D

C E

IL

IN

G

P L A

N S

A2.1 : A2.1

18 REPEATER BLDG. REFLECTED CEILING PLAN

A2.1 : A2.1

REPEATER BUILDING PLAN8

A2.1 : A2.1

REFLECTED CEILING PLAN20

A2.1 : A2.11/2" = 1'-0"

GENERATOR BUILDING PLAN10

B A

L D

M O

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IN

R

E P E A

T E R

G E N

E R A

T O

R B

U

IL

D

IN

G S

2 2 2 N O R T H H I G G I N S

FAX 4 0 6 . 7 2 1 . 1 8 8 7

PH 4 0 6 . 7 2 1 . 5 6 4 3

M I S S O U L A, M T 59802 www.aearchitects.com

B I L L I N G S, M T 59101

FAX 4 0 6 . 2 4 8 . 2 4 2 7

PH 4 0 6 . 2 4 8 . 2 6 3 3

6 0 8 N O R T H 2 9 T H

A R C H I T E C T U R E

O W N E R

H I S T O R I C

I N T E R I O R S

ARCHITECTS PC

ISSUE DATE

REVISIONS

P R O J E C T

D R A W

IN

G

PROJECT No 09039.00

12.14.09

U S D

E P A

R T

M E N

T O

F A

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IC

U L T

U R

E

N O

R T

H E R N

R E G

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ID

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P A

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A N

D L E N

A T

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O R E S T

CONSTRUCTION

DOCUMENTS

H

S

A & E ARCHITECTS P.C.

CHRISTOPHER R. MARTISON

IDAHO

D

MISSOULA

E C

N

ES

I L

E C

T

CRA

I H

T

AIA

O

T

ETA

IF DA

AR985227

O

KEYNOTES#

NEW PRE-ENGINEERED METAL LADDER - LADDER MUST MEET 1000# PER RUNG LOAD RATING WITH

MANUFACTURER'S STANDARD PRE-FINISHED LADDER. INSURE THAT LADDER MEETS ALL OSHA AND FOREST

SERVICE SAFETY REQUIREMENTS - TYP.

NEW FRAMED OPENING FOR ROOF HATCH ABOVE. REFER TO STRUCTURAL DRAWINGS FOR MORE INFO.

NEW INSULATED HOLLOW METAL DOOR WITH FULLY WELDED H.M. MASONRY FRAME AT EXISTING CMU WALL (GROUT

SOLID) - PAINT. PROVIDE FULL WEATHER STRIPING, BRUSH SWEEP AND THRESHOLD. REFER TO A9.1 DOOR

SCHEDULE FOR MORE INFO.

REINSTALL SALVAGED METAL DUTCH DOOR AND FRAME AT EXTERIOR OF NEW METAL STUD WALL CONSTRUCTION -

PROVIDE NEW DOOR SWEEP AND STRUCTURAL TUBE STEEL FRAME IN EXTERIOR OF METAL STUD WALL - REFER TO

A9.1 AND STRUCTURAL DRAWINGS FOR MORE INFO. INSURE RODENT PROOF INSTALLATION - FINISH W/ INDUSTRIAL

ENAMEL TYPE PAINT.

METAL STUDS @ 16" O.C W/ EXTERIOR SHEATHING AND 12" CORRUGATED PRE-FINISHED MTL. WALL PANEL -

PROVIDE FULL R-19 FIBERGLASS BATT INSULATION AND VAPOR BARRIER.

NEW 6" WIDE X 10" HIGH CONCRETE STEM WALL AT NEW METAL STUD FRAMED WALL. REFER TO STRUCTURAL FOR

MORE INFORMATION.

ACCESS TO NEW LADDER AND ROOF HATCH ADDITION - CONTRACTOR SHALL INSTALL A NEW CONCRETE SLAB AND

WRAP NEW OPENING WITH MTL. ANGLE AND PLATE JAMBS NEW CONCRETE SLAB. INSURE A CLEAN, PLUMB

OPENING - PAINT W/ INDUSTRIAL GRADE ENAMEL.

EXISTING CMU WALL TO REMAIN - CONTRACTOR TO INSURE PROTECTION THROUGHOUT THE COURSE OF

CONSTRUCTION - TYP.

REINSTALL SALVAGED ROOF VENTILATION FANS AND ASSOCIATED EQUIPMENT ON NEW ROOFING SYSTEM.

PROVIDE ANIMAL PROOF SCREENING AT EXTERIOR (VERITCAL INSTALLATION ONLY) REFER TO MECHANICAL

DRAWING FOR MORE INFO.

NEW 4" DEEP CEILING MOUNTED CABLE TRAY UNIT - INSURE THAT INSTALLATION IS COMPLIANT WITH ALL

EQUIPMENT SERVED - REFER TO SPECIFICATIONS FOR MORE INFO.

NEW TUBE STEEL FRAME AT REINSTALLED METAL DUTCH DOOR. REFER TO STRUCTURAL DRAWINGS FOR MORE INFO.

A5.1

A5.1

1/2" = 1'-0"

1/2" = 1'-0"

1 2 3 1 2

A

B

C

A

B

1 2

A

B

1 2 3

A

B

C

11'-512" 4'-6"

15'-1112"

11'-512"

1 1

NEW INDUSTRIAL STRIP LUMINAIRE. REFER TO ELECTRICAL DRAWINGS FOR MORE INFO.10

NEW 3'-0" X 2'-6" PRE-ENGINEERED ROOF HATCH W/ CURB OPTION MODIFICATION FOR METAL ROOFS AND KEYED

CYLINDER OR EQUAL. REFER TO A9.1 FOR MORE INFO.

NEW PRE-FINISHED 12" CORRUGATED MTL. ROOFING OVER APPROVED PLYWOOD FINISH OVER NEW METAL ROOF

STRUCTURE - COORDINATE FINISH INSTALLATION AT EXPOSED AREAS OF WALL ABOVE (E) CMU - TYP. REFER TO A5.1

AND STRUCTURAL DRAWINGS FOR MORE INFO.

1'-1012"3'-0"

3'-0" 1'-012"

E Q

E Q

NORTH

NORTH

1/2" = 1'-0"

NORTH

GENERATOR BLDG.

NORTH

NEW ELECTRICAL EQUIPMENT SPECIFIED. REFER TO ELECTRICAL DRAWINGS FOR MORE INFO.17

17 17

A5.1

A5.1

A5.1

A5.1

TYP.

A5.1

TYP.

EXISTING EQUIPMENT OR SYSTEM TO REMAIN - CONTRACTOR TO INSURE PROTECTION THROUGHOUT THE COURSE

OF NEW WORK TO INSURE UNINTERRUPTED OPERATION DURING DEMOLITION ACTIVITIES - TYPICAL.

GENERAL PROJECT NOTES

1. DO NOT SCALE DRAWINGS.

2. COORDINATE DEMOLITION WORK AND BELOW GRADE UTILITY WORK WITH STRUCTURAL, MECHANICAL, AND

ELECTRICAL DRAWINGS.

3. REMOVE EXISTING MATERIALS AND FINISHES NOTED OR REQUIRED TO COORDINATE WITH NEW CONSTRUCTION.

4. ITEMS DESIGNATED FOR DEMOLITION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR.

5. REMOVE ALL ABANDONED PLUMBING, MECHANICAL, AND ELECTRICAL ITEMS IN THEIR ENTIRETY. REMOVE

MISCELLANEOUS SCREWS AND NAILS FROM WOODWORK IN PREPARATION FOR NEW CONSTRUCTION AND FINISH.

6. (ASBESTOS) FIBERBOARD CEILING IS THOUGHT TO BE PRESENT, COORDINATE APPROPRIATE HAZMAT PROCEDURES

WITH CONTRACTING OFFICER. REMOVE CEILING IN ITS ENTIRETY AND RE-INSULATE NEW ROOF AND STRUCTURE

WITH FIBERGLASS BATT INSULATION TO A MINIMUM OF R-50.

7. LEAD BASED PAINTS ARE ANTICIPATED TO BE PRESENT. TAKE NECESSARY PRECAUTIONS.

8. PROVIDE BLOCKING AT ALL NEW AND RELOCATED ELECTRICAL PANELS, CABINETRY, SHELVING SUPPORTS, AND

MECHANICAL DEVICES.

9. RADIO EQUIP. GENERATOR, ELECTRICAL AND ALL OTHER ASSOCIATED EQUIP. SHALL NOT BE LEFT UNSECURED

DURING THE DEMO WORK. CONSTRUCT A BUILDING PERIMETER FIRST, TO THE POINT THAT THE BUILDINGS CAN BE

SECURED. IF BUILDING CANNOT BE SECURED, A 24 HOUR PER DAY GUARD IS REQUIRED.

10. ROOF DEMOLITION AND NEW ROOF CONSTRUCTION SHOULD BE COORDINATED IN ORDER TO INSURE THAT WORK IS

COMPLETED IN 1 DAY. IT IS ESSENTIAL BOTH THE BUILDINGS REMAIN WEATHER TIGHT IN ORDER TO PROTECT

EXISTING EQUIPMENT THAT WILL REMAIN OPERATIONAL DURING ENTIRE PHASE OF DEMOLITION AND

CONSTRUCTION.

11. CONTRACTOR SHALL PROTECT EXISTING EQUIPMENT IN BOTH THE REPEATER AND GENERATOR BUILDINGS AT ALL

TIMES. PROVIDE A DETAILED PROTECTION PLAN TO THE CONTRACTING OFFICER FOR APPROVAL WITHIN 14 DAYS

AFTER THE NOTICE HAS BEEN GIVEN TO PROCEED WITH WORK.

2 2

REINSTALL SALVAGED GENERATOR FLUE AND HARDWARE ON NEW ROOF SYSTEM.

PROTECT EXISTING TRANSMITTER CABLE THAT WILL REMAIN OPERATIONAL THROUGHOUT NEW WORK.18

NEW 12" INTERIOR PLY WD WALL FINISH.19

NEW CEILING MOUNTED UNIT HEATER, THERMOSTAT AND ASSOCIATED ELECTRICAL SYSTEMS. REFER TO

ELECTRICAL AND MECHANICAL DRAWINGS FOR MORE INFO.

NEW EXHAUST FAN AT EXTERIOR OF NEW METAL STUD FRAMED WALL. REFER TO ELECTRICAL AND MECHANICAL

DRAWINGS FOR MORE INFO.

NEW WEATHER PROOF/ SHIELDED CABLE TRAY. REFER TO SPECIFICATIONS FOR MORE INFO.22

NEW CABLE SLEEVE ON EXTERIOR WALL, FLASH AND SEAL ACCORDINGLY TO ENSURE WEATHERTIGHT

INSTALLATION - REFER TO ELECTRICAL DRAWINGS FOR MORE INFO.

16 16

16 16

16 16

6 6

A9.1

18 18

4'-114"

VERIFY

4'-114"

VERIFY

A9.1

A9.1

A9.1

6"

6"

NEW 12" x 12" MOTORIZED LOUVER/DAMPNER AT EXISTING OPENING. ENSURE THAT EXISTING OPENING IS

APPROPRIATE SIZE TO ACCOMMODATE NEW SYSTEM AND ADJUST ACCORDINGLY. REFER TO ELECTRICAL AND

MECHANICAL DRAWINGS FOR MORE INFO.

SIM.

NEW OUTSIDE CONDENSING UNIT ON 4" CONCRETE HOUSING PAD. NEW REFRIGERANT LINES SET PER MANUF.

WRITTEN INSTRUCTIONS THRU NEW MTL. AND EXISTING CMU WALL, ENSURE WEATHERTIGHT INSTALLATION.

REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR MORE INFO.

A4.1

A4.1

A4.1

A4.1

A4.1

A4.1

A4.1

A4.1

NEW WALL MOUNTED INDOOR AIR CONDITIONING UNIT. REFER TO ELECTRICAL AND MECHANICAL FOR MORE

INFO.

A4.1

E X

T E R

IO

R E

L E V

A T

IO

N

S A

N D

P H

O T O

S

16 18

19 20

B A

L D

M O

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IN

R

E P E A

T E R

G E N

E R A

T O

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U

IL

D

IN

G S

2 2 2 N O R T H H I G G I N S

FAX 4 0 6 . 7 2 1 . 1 8 8 7

PH 4 0 6 . 7 2 1 . 5 6 4 3

M I S S O U L A, M T 59802 www.aearchitects.com

B I L L I N G S, M T 59101

FAX 4 0 6 . 2 4 8 . 2 4 2 7

PH 4 0 6 . 2 4 8 . 2 6 3 3

6 0 8 N O R T H 2 9 T H

A R C H I T E C T U R E

O W N E R

H I S T O R I C

I N T E R I O R S

ARCHITECTS PC

ISSUE DATE

REVISIONS

P R O J E C T

D R A W

IN

G

PROJECT No 09039.00

12.14.09

U S D

E P A

R T

M E N

T O

F A

G R

IC

U L T

U R

E

N O

R T

H E R N

R E G

IO

N

ID

A

H O

P A

N H

A N

D L E N

A T

IO

N A

L F

O R E S T

CONSTRUCTION

DOCUMENTS

H

S

A & E ARCHITECTS P.C.

CHRISTOPHER R. MARTISON

IDAHO

D

MISSOULA

E C

N

ES

I L

E C

T

CRA

I H

T

AIA

O

T

ETA

IF DA

AR985227

O

NEW PRE-FINISHED METAL PANEL (12" CORRUGATED w/ EXPOSED FASTENER

INSTALLATION) - INSTALL PER MANUFACTURERS STANDARD INSTALLATION DETAILS AND

INSTRUCTIONS OVER APPROVED PLY WD. SHEATHING OVER NEW STRUCTURAL FRAMING.

A4.1 : A2.1

WEST ELEVATION

1/4"=1'-0"

REPEATER BUILDING

SOUTH ELEVATION

REPEATER BUILDING

A4.1 : A2.1 1/4"=1'-0" 1/4"=1'-0"

EXISTING EAST ELEVATION

REPEATER BUILDING

NORTH ELEVATION

1/4"=1'-0"

REPEATER BUILDING

WEST ELEVATION

REPEATER BUILDING

SOUTH ELEVATION

REPEATER BUILDING

EXISTING EAST ELEVATION

REPEATER BUILDING

NORTH ELEVATION

REPEATER BUILDING

GENERATOR BUILDING WEST ELEVATION

1/4"=1'-0"

SOUTH ELEVATION

GENERATOR BUILDING

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

EXISTING EAST ELEVATION

GENERATOR BUILDING

NORTH ELEVATION

1/4"=1'-0"

GENERATOR BUILDING

SOUTH ELEVATION

GENERATOR BUILDING

N.T.S. N.T.S.

EXISTING WEST ELEVATION

GENERATOR BUILDING

NORTH ELEVATION

N.T.S.

GENERATOR BUILDING

EXISTING COMMUNICATION AND

POWER CABLES TO REMAIN,

PROTECT DURING NEW WORK.

A4.1 : A2.1 A4.1 : A2.1

A4.1 : D4.1 N.T.S. N.T.S.N.T.S.N.T.S.

KEYNOTES#

NEW REPEATER BLDG. ADDITION ACCESS TO LADDER AND ROOF HATCH. REFER TO PLAN

A2.1 FOR MORE INFORMATION.

REINSTALLED EXISTING GENERATOR FLUE WITH NEW ROOF OPENING - PROVIDE NEW

FLASHING AND ANIMAL PROOF SCREENING. COORDINATE INSTALLATION WITH NEW

ROOF IN ORDER TO MINIMIZE GENERATOR DOWN TIME.

NEW CABLE MANAGEMENT SYSTEM AND SLEEVE, PROTECT DURING NEW WORK AND

ENSURE INSTALLATION COMPLIANT WITH ALL EQUIPMENT SERVED - TYP.

1 1

M

IN

2.5

2.5

2 2

3 3

M

IN

7 7

EXISTING PROPANE SERVICE PIPE TO REMAIN. CONTRACTOR TO VERIFY NEW 10"

CONCRETE CURB HEIGHT AND CONCEAL IN NEW STEEL WALL FRAMING. PROTECT

DURING NEW WORK.

EXISTING PROPANE TANK TO REMAIN - PROTECT DURING NEW WORK.

EXISTING ELECTRICAL MAIN SERVICE BOX TO REMAIN - PROTECT DURING DEMOLITION

WORK.

# EXISTING KEYNOTE LEGEND

GENERAL PROJECT NOTES

1. DO NOT SCALE DRAWINGS.

2. COORDINATE DEMOLITION WORK AND BELOW GRADE UTILITY WORK WITH STRUCTURAL,

MECHANICAL, AND ELECTRICAL DRAWINGS.

3. REMOVE EXISTING MATERIALS AND FINISHES NOTED OR REQUIRED TO COORDINATE

WITH NEW CONSTRUCTION.

4. ITEMS DESIGNATED FOR DEMOLITION SHALL BE REMOVED FROM THE SITE AND DISPOSED

OF BY THE CONTRACTOR.

5. REMOVE ALL ABANDONED PLUMBING, MECHANICAL, AND ELECTRICAL ITEMS IN THEIR

ENTIRETY. REMOVE MISCELLANEOUS SCREWS AND NAILS FROM WOODWORK IN

PREPARATION FOR NEW CONSTRUCTION AND FINISH.

6. (ASBESTOS) FIBERBOARD CEILING IS THOUGHT TO BE PRESENT, COORDINATE

APPROPRIATE HAZMAT PROCEDURES WITH CONTRACTING OFFICER. REMOVE CEILING IN

ITS ENTIRETY AND RE-INSULATE NEW ROOF AND STRUCTURE WITH FIBERGLASS BATT

INSULATION TO A MINIMUM OF R-50.

7. LEAD BASED PAINTS ARE ANTICIPATED TO BE PRESENT. TAKE NECESSARY PRECAUTIONS.

8. PROVIDE BLOCKING AT ALL NEW AND RELOCATED ELECTRICAL PANELS, CABINETRY,

SHELVING SUPPORTS, AND MECHANICAL DEVICES.

9. RADIO EQUIP. GENERATOR, ELECTRICAL AND ALL OTHER ASSOCIATED EQUIP. SHALL NOT

BE LEFT UNSECURED DURING THE DEMO WORK. CONSTRUCT A BUILDING PERIMETER

FIRST, TO THE POINT THAT THE BUILDINGS CAN BE SECURED. IF BUILDING CANNOT BE

SECURED, A 24 HOUR PER DAY GUARD IS REQUIRED.

10. ROOF DEMOLITION AND NEW ROOF CONSTRUCTION SHOULD BE COORDINATED IN ORDER

TO INSURE THAT WORK IS COMPLETED IN 1 DAY. IT IS ESSENTIAL BOTH THE BUILDINGS

REMAIN WEATHER TIGHT IN ORDER TO PROTECT EXISTING EQUIPMENT THAT WILL

REMAIN OPERATIONAL DURING ENTIRE PHASE OF DEMOLITION AND CONSTRUCTION.

11. CONTRACTOR SHALL PROTECT EXISTING EQUIPMENT IN BOTH THE REPEATER AND

GENERATOR BUILDINGS AT ALL TIMES. PROVIDE A DETAILED PROTECTION PLAN TO THE

CONTRACTING OFFICER FOR APPROVAL WITHIN 14 DAYS AFTER THE NOTICE HAS BEEN

GIVEN TO PROCEED WITH WORK.

NEW CABLE SLEEVE AND WEATHER PROOF/ SHIELDED CABLE TRAY. REFER TO

SPECIFICATIONS FOR MORE INFO.

NEW 3'-0" X 2'-6" PRE-ENGINEERED ROOF HATCH W/ CURB AND SLOPED ROOF OPTION

MODIFICATION FOR METAL ROOFS AND KEYED CYLINDER OR EQUAL. COLOR TO BE

SELECTED BY CONTRACTING OFFICER.

NEW PRE-ENGINEERED METAL LADDER - LADDER MUST MEET 1000# PER RUNG LOAD

RATING WITH MANUFACTURER'S STANDARD PRE-FINISHED LADDER. INSURE THAT

LADDER MEETS ALL OSHA AND FOREST SERVICE SAFETY REQUIREMENTS - TYP.

REINSTALL SALVAGED METAL DUTCH DOOR AND FRAME AT EXTERIOR OF NEW METAL

STUD WALL CONSTRUCTION - PROVIDE NEW DOOR SWEEP AND STRUCTURAL TUBE STEEL

FRAME IN EXTERIOR OF METAL STUD WALL - REFER TO A9.1 AND STRUCTURAL DRAWINGS

FOR MORE INFO. INSURE RODENT PROOF INSTALLATION - FINISH W/ INDUSTRIAL

ENAMEL TYPE PAINT.

NEW PRE-FINISHED 12" CORRUGATED MTL. ROOFING OVER APPROVED PLYWOOD

SHEATHING OVER NEW METAL ROOF STRUCTURE - COORDINATE FINISH INSTALLATION

AT EXPOSED AREAS OF WALL ABOVE (E) CMU - TYP. REFER TO A5.1 AND STRUCTURAL

DRAWINGS FOR MORE INFO.

REINSTALL SALVAGED ROOF VENTILATION FANS AND ASSOCIATED EQUIPMENT W/ NEW

ROOF OPENING AND FLASHING. PROVIDE ANIMAL PROOF SCREENING AT EXTERIOR

(VERITCAL INSTALLATION ONLY) REFER TO MECHANICAL DRAWINGS FOR MORE INFO.

NEW AND EXISTING ELECTRICAL AND MECHANICAL CONDUIT AND CABLES IN NEW

STRUCTURAL WALL FRAMING WHERE POSSIBLE. COORDINATE WITH CONTRACTING

OFFICER - REFER TO STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FROM MORE

INFORMATION.

2.5

2.5

REMOVE ABANDONED

GENERATOR FLUE AND ANY

MISCELLANEOUS FASTENERS

IN THEIR ENTIRETY - INFILL

EXISTING HOLE W/

CONCRETE FILL.

REMOVE EXISTING CABLE SLEEVE

ON EXTERIOR WALL, CONCRETE

FILL EXISTING HOLES IN CMU

WALLS.

REMOVE AND SALVAGE

EXISTING GENERATOR FLUE

AND HARDWARE, SALVAGE FOR

REINSTALLATION.

REMOVE EXTERIOR

CEMENTITIOUS WALL BD.

FINISH IN ITS ENTIRETY -

PROTECT EXISTING CMU WALL

CONSTRUCTION THAT WILL

REMAIN.

REMOVE AND SALVAGE EXISTING

STEEL DUTCH DOOR AND

HARDWARE, SALVAGE FOR

REINSTALLATION.

REMOVE EXISTING TIN ROOF

FINISH, STRUCTURE, WOOD

FASCIA, SOFFIT BOARDS AND ANY

OR ASSOCIATED MATERIALS IN

THEIR ENTIRETY. PREPARE FOR

NEW STRUCTURAL ROOF SYSTEM.

REMOVE EXISTING MTL.

SHROWD & LOUVER IN

THEIR ENTIRETY.

A4.1 : D4.1 A4.1 : D4.1A4.1 : D4.1

A4.1 : A2.1 A4.1 : A2.1 A4.1 : A2.1

A4.1 : A2.1 A4.1 : D4.1 A4.1 : D4.1 A4.1 : D4.1

NEW EXHAUST FAN AND FLASHING AT EXTERIOR OF NEW METAL STUD FRAMED WALL.

REFER TO MECHANICAL DRAWINGS FOR MORE INFO.

11 11

M

IN

REMOVE AND SALVAGE

VENTILATION FANS AND

ASSOCIATED EQUIPMENT -

PREPARE FOR REINSTALL.

REMOVE EXTERIOR CEMENTITIOUS

WALL BD. FINISH IN ITS ENTIRETY

- PROTECT EXISTING CMU WALL

CONSTRUCTION THAT WILL

REMAIN.

REMOVE AND SALVAGE

EXISTING STEEL DUTCH

DOOR AND HARDWARE,

SALVAGE FOR

REINSTALLATION.

REMOVE EXISTING MTL.

VENTILATION SHROWD IN

ITS ENTIRETY.

REMOVE EXISTING CABLE TOP

COVER AND STL. ANGLE

HARDWARE IN ITS ENTIRETY.

N.T.S.

EXISTING EAST ELEVATION

GENERATOR BUILDING

A4.1 : D4.1

REMOVE EXISTING MTL.

SHROWD & LOUVER IN

THEIR ENTIRETY.

EXISTING ELEC.

SERVICE TO REMAIN.

CONCEAL WITHIN NEW

MTL. FRAMED WALL.

EXIST. ELEC. SERVICE

TO REMAIN. CONCEAL

WITHIN NEW MTL.

FRAMED WALL.

REMOVE AND SALVAGE

VENTILATION FANS AND

ASSOCIATED EQUIPMENT -

PREPARE FOR REINSTALL.

REMOVE EXIST. MTL.

GRILLE IN ITS ENTIRETY

NEW 12" x 12" MOTORIZED LOUVER/DAMPNER AT EXISTING OPENING. ENSURE THAT

EXISTING OPENING IS APPROPRIATE SIZE TO ACCOMMODATE NEW SYSTEM AND ADJUST

ACCORDINGLY. REFER TO MECHANICAL DRAWINGS FOR MORE INFORMATION.

NEW OUTSIDE CONDENSING UNIT ON 4" CONCRETE HOUSING PAD. NEW REFRIGERANT

LINES SET PER MANUF. WRITTEN INSTRUCTIONS - ENSURE WEATHERTIGHT

INSTALLATION. REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR MORE INFO.

A5.1

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A5.1 : A2.1

16 18 REPEATER ADDITION

REFERENCE 1/2" = 1'-0"

REFERENCE

SOUTH GENERATOR BUILDING

9 NORTH REPEATER BUILDING SECTION

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FAX 4 0 6 . 7 2 1 . 1 8 8 7

PH 4 0 6 . 7 2 1 . 5 6 4 3

M I S S O U L A, M T 59802 www.aearchitects.com

B I L L I N G S, M T 59101

FAX 4 0 6 . 2 4 8 . 2 4 2 7

PH 4 0 6 . 2 4 8 . 2 6 3 3

6 0 8 N O R T H 2 9 T H

A R C H I T E C T U R E

O W N E R

H I S T O R I C

I N T E R I O R S

ARCHITECTS PC

ISSUE DATE

REVISIONS

P R O J E C T

D R A W

IN

G

PROJECT No 09039.00

12.14.09

U S D

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O R E S T

CONSTRUCTION

DOCUMENTS

H

S

A & E ARCHITECTS P.C.

CHRISTOPHER R. MARTISON

IDAHO

D

MISSOULA

E C

N

ES

I L

E C

T

CRA

I H

T

AIA

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ET

A

IF

DA

AR985227

O

1/2" = 1'-0"

BEARING

ELEV. = 107'-4"

FINISH FLOOR

ELEV. = 100'-0"

T.O. FOUNDATION

ELEV. = 100'-10"

BEARING

ELEV. = 109'-7-3/8"

FINISH FLOOR

ELEV. = 100'-0"

T.O. FOUNDATION

ELEV. = 100'-10"

BEARING

ELEV. = 107'-4"

BEARING

ELEV. = 110'-7-3/8"

2.5

2.5

1 2 3

1 2

BEARING

ELEV. = 110' 7-3/8"

BEARING

ELEV. = 107'-4"

BEARING

ELEV. = 107'-4"

T.O. NEW FOUNDATION

ELEV. = 100'-10"

FINISH FLOOR

ELEV. = 100'-0"

SIM.

(N) PRE-ENGINEERED

MTL. LADDER - FACTORY

FINISHED - COLOR AS

SELECTED BY OWNER'S

REPRESENTATIVE

(E) CMU WALL - COORDINATE (N)

OPENING - WRAP OPENING WITH

(N) MTL. ANGLES - PAINTED.

(N) EXPANSION JOINT AT

INTERSECTION OF (E) AND (N)

CONC. SLABS

(N) PRE-ENGINEERED ROOF HATCH WITH CURB

OPTION MODIFICATION FOR METAL ROOFS &

KEYED CYLINDER OR EQUAL. COLOR AS SELECTED

BY OWNER'S REPRESENTATIVE

(N) PRE-FINISHED METAL PANEL (12"

CORRUGATED w/ EXPOSED FASTENER

INSTALLATION) - INSTALL PER

MANUFACTURERS STANDARD INSTALLATION

DETAILS AND INSTRUCTIONS o/ T&G PLY WD.

SHEATHING o/ (N) 12" STRUCTURAL FRAMING

PER PLAN W/ R-50 BLOWN-IN FIBERGLASS

INSUL. & PLYWOOD CEILING FINISH. REFER

TO STRUCT. FOR MORE INFO.

(N) PRE-ENGINEERED

MTL. LADDER - FACTORY

FINISHED - COLOR AS

SELECTED BY OWNER'S

REPRESENTATIVE

(N) 12" PLY WD. FINISH @ NEW FRAMED

WALL EXPOSED TO INT. - TYP.

PROVIDE NEW P.T. 2x6 WD. CLOSURE

BETWEEN (N) WALL AND EXISTING CMU

WALL - ALL LOCATIONS

(N) PRE-FINISHED METAL PANEL (12"

CORRUGATED w/ EXPOSED FASTENER

INSTALLATION) - INSTALL PER

MANUFACTURERS STANDARD INSTALLATION

DETAILS AND INSTRUCTIONS o/ PLY WD.

SHEATHING o/ (N) STRUCTURAL FRAMING

(N) PRE-FINISHED METAL PANEL

(12" CORRUGATED w/ EXPOSED

FASTENER INSTALLATION) -

INSTALL PER MANUFACTURERS

STANDARD INSTALLATION DETAILS

AND INSTRUCTIONS.

(N) 6" MTL STUDS @ 16" O.C. -

TYP. PROVIDE FULL R-19 BATT

INSUL WITH (N) 6 MIL. CONT.

VAPOR BARRIER TO INTERIOR

FACE OF STUDS- TYP.

(N) 12" APPROVED PLY WD.

WALL FINISH @ AREA OF

(N) STUD FRAMING - TYP.

PROVIDE (N) P.T. 2x6 WD.

CLOSURE @ TOP OF CMU

WALL - TYP.

(N) 2x P.T. WD EAVE - WRAP W/

PRE-FINISHED MTL. FLASHING - TYP.

(N) PRE-FINISHED MTL.

DRIP EDGE

P.T. CLOSURE

BLOCKING

NOTE:

CONTRACTOR SHALL PROVIDE ALL

NECESSARY BLOCKING AND FINISH

TO ENSURE RODENT PROOF

CONSTRUCTION UPON

COMPLETION - TYPICAL.

M

IN

(N) REINFORCED THICKENED CONC.

SLAB o/ V.B. AND GRAVEL BASE

COURSE - TYP. SEE: STRUCT. FOR

MORE INFO.

(N) PRE-ENGINEERED MTL.

LADDER - CONTRACTOR

SHALL COORDINATE AND

PROVIDE ALL NECESSARY

BLOCKING REQUIRED.

WALL SECTION AT NEW

(N) CONC.

FOUNDATION- REFER

TO STRUCT. FOR MORE

INFO.

WALL SECTION TYP.

1-1/2" = 1'-0"A5.1 : A2.11-1/2" = 1'-0"

4" CRUSHED GRAVEL.

UNDISTURBED SOIL

COMPACTED BACKFILLED

SOIL.

FINISH FLOOR

ELEV. = 100'-0"

T.O. NEW FOUNDATION

ELEV. = 100'-10"

T.O. EXIST. FOUNDATION

ELEV. = 100'-3"

(N) AIR INFILTRATION BARRIER

OVER APPROVED PLYWOOD

SHEATHING

(N) 3'-0" X 2'-6" PRE-ENGINEERED ROOF HATCH W/

CURB OPTION MODIFICATION FOR SLOPED METAL

ROOFS. REFER TO A9.1 FOR MORE INFO.

(N) PRE-FINISHED CLOSURE

TRIM.

(E) CMU BLOCK CONCRETE

PATCH AND SEAL ALL HOLES

OR SIGNIFICANT CRACKS.

BENT BEARING PLATE TO

MATCH ROOF SLOPE.

TYPICAL ROOF CONSTRUCTION

- (N) PRE-FINISHED METAL PANEL (12" CORRUGATED w/

EXPOSED FASTENER INSTALLATION) - INSTALL PER MANUF.

STANDARD INSTALLATION DETAILS AND INSTRUCTIONS

- (N) 30# ROOFING FELT

- (N) APPROVED 3 4" T&G PLY WD. SHEATHING

- (N) 12" STRUCTURAL FRAMING PER PLAN

- (N) R-50 BLOWN-IN FIBERGLASS INSULATION

- (N) CONTINUOUS 6 MIL. VAPOR BARRIER

- (N) 12" APPROVED PLYWOOD CEILING FINISH.

(N) 12" DOUBLE HEADER PER

STRUCTURAL

TYPICAL ROOF CONSTRUCTION

- (N) PRE-FINISHED METAL PANEL (12" CORRUGATED w/

EXPOSED FASTENER INSTALLATION) - INSTALL PER

MANUF. STANDARD INSTALLATION DETAILS AND

INSTRUCTIONS

- (N) 30# ROOFING FELT

- (N) APPROVED 3 4" T&G PLY WD. SHEATHING

- (N) 12" STRUCTURAL FRAMING PER STRUCTURAL

- (N) R-50 BLOWN-IN FIBERGLASS INSULATION

- (N) 12" APPROVED PLYWOOD CEILING FINISH.

(REFER TO STRUCTURAL FOR MORE INFO.)

(N) 3'-0" X 2'-6" PRE-ENGINEERED

ROOF HATCH W/ CURB OPTION

MODIFICATION. REFER TO A9.1

FOR MORE INFO.

(N) DOUBLE

HEADER PER

STRUCTURAL

T.O. EXIST. FOUNDATION

ELEV. = 100'-3"

T.O. EXIST. FOUNDATION

ELEV. = 100'-3"

(E) CONC. SLAB AND CURB

NEW CONT. 6 MIL. VAPOR

BARRIER AND APPROVE PLY.

WD. CEILING FINISH OVER

STRUCTURAL ROOF FRAMING

(N) 2x P.T. WD EAVE - WRAP W/

PRE-FINISHED MTL. FLASHING - TYP.

(N) PRE-FINISHED MTL.

DRIP EDGE

(N) CONCRETE SLAB AND

THICKENED EDGE W/

REINFORCING PER

STRUCTURAL" o/ VAPOR

BARRIER OVER CRUSHED

GRAVEL.

A9.1

D O

O R

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H E D

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N O

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N D

D E T A

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1/2" = 1'-0"

SCALEREFERENCE

16 DETAIL

SCALE

17 DETAIL

REFERENCE SCALE

18 DETAIL

REFERENCE

B A

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2 2 2 N O R T H H I G G I N S

FAX 4 0 6 . 7 2 1 . 1 8 8 7

PH 4 0 6 . 7 2 1 . 5 6 4 3

M I S S O U L A, M T 59802 www.aearchitects.com

B I L L I N G S, M T 59101

FAX 4 0 6 . 2 4 8 . 2 4 2 7

PH 4 0 6 . 2 4 8 . 2 6 3 3

6 0 8 N O R T H 2 9 T H

A R C H I T E C T U R E

O W N E R

H I S T O R I C

I N T E R I O R S

ARCHITECTS PC

ISSUE DATE

REVISIONS

P R O J E C T

D R A W

IN

G

PROJECT No 09039.00

12.14.09

U S D

E P A

R T

M E N

T O

F A

G R

IC

U L T

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N O

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H E R N

R E G

IO

N

ID

A

H O

P A

N H

A N

D L E N

A T

IO

N A

L F

O R E S T

CONSTRUCTION

DOCUMENTS

H

S

A & E ARCHITECTS P.C.

CHRISTOPHER R. MARTISON

IDAHO

D

MISSOULA

E C

N

ES

I L

E C

T

CRA

I

H

T

AIA

O

T

ETA

IF DA

AR985227

O

1 EXTERIOR - 1 HR RATED

HINGE

LOCK SET

CLOSER

THRESHOLD

SWEEP

Only

Only

Only

Only

STANLEY

CORBIN RUSSWIN

NORTON

PEMKO

PEMKO

FBB199 4-1/2 X 4-1/2 NRP

ML 2010 - ESB

78 B/D PA

18061 DP

STAINLESS STEEL

ALUM

ALUM

14_1A

EXTERIOR DOOR SILL19

EXTERIOR DOOR HEAD

EXTERIOR DOOR JAMB14

NEW CONCRETE

FOUNDATION AT ENTRY -

REFER TO STRUCTURAL FOR

MORE INFO.

2" PLY WOOD INTERIOR

SHEATHING.

NEW INSULATED HOLLOW METAL

DOOR AND MASONRY MTL.

WELDED FRAME PER SCHEDULE.

AIR INFILTRATION

BARRIER OVER APPROVED

PLY WD. PER STRUCTURAL EXISTING 2X8 DOOR HEADER

AT EXISTING OPENING.

EXISTING CMU BLOCK

WALL TO REMAIN.

NEW ALUMINUM

THRESHOLD PER SCHEDULE

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

20 ROOF HATCH

A2.1 : A9.1

WALL SECTION

EXISTING CMU BLOCK

TO REMAIN. PATCH

AND REPAIR HOLES

AND CRACKS.

(N) PRE-FINISHED METAL PANEL

(12" CORRUGATED w/ EXPOSED

FASTENER INSTALLATION)

(N) PRE-FINISHED METAL

CORNER FLASHING,

EXPOSED FASTENERS AND

SEALANT TAPE.

DOOR KEYNOTES#

CONTRACTOR TO SALVAGE & RE-USE EXISTING STEEL DOOR UNIT AND

HARDWARE. REFER TO DETAIL 16/A9.1 FOR MORE INFO.

COORDINATE HEAD & JAMB CONDITION WITH NEW CORRUGATED

METAL SIDING. PROVIDE ALL CLOSER & FLASHING AS REQUIRED.

A9.2 : A9.2

DOOR TYPES LEGEND

TYPE "A"

EXISTING DUTCH STEEL DOOR

TYPE "B"

NEW INSULATED HOLLOW METAL DOOR

3'-2" 2'-10"

1/2" = 1'-0"

(N) APPROVED PLY WOOD

SHEATHING PER STRUCTURAL

OVER METAL STUDS AT 16" O.C.

(N) R-19 BATT INSULATION

AIR INFILTRATION BARRIER.

(N) 6 MIL. VAPOR BARRIER

ON INSIDE FACE OF METAL

FRAMING.

DOOR HARDWARE SCHEDULE#

A2.1 : A9.1

A2.1 : A9.1

A2.1 : A9.1

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

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

A2.1 : A9.1 1" = 1'-0"

VERIFY

EXISTING

E X

IS

T

IN

G

V E R

IF

Y

EXISTING DUTCH STEEL

DOOR AND FRAME. REFER

TO DETAIL 16/A9.1 FORM

MORE INFORMATION

PLUG WELD EXISTING BOLT

HOLES ON EXISTING STEEL

FRAME - FIELD WELD.

PROVIDE NEW SECURITY

TYPE FOREST SERVICE

ISSUED PAD LOCK.

PROVIDE NEW NEOPRENE SWEEP

ON INTERIOR FACE OF DOOR.

REFER TO DETAIL 19/A9.1 FOR

MORE INFO.

20 DOOR FRAME TYPE LEGEND

A2.1 : A9.1 1-1/2" = 1'-0"

NEW INSULATED HOLLOW

METAL DOOR - PAINT.

REFER TO DETAIL 16/A9.1

AND SPECS. FOR MORE

INFO.

MASONRY TYPE 6-3/4"

WIDE FULLY WELDED

HOLLOW METAL DOOR

FRAME. REFER TO DETAIL

16/A9.1 AND SPECS FOR

MORE INFO.

TYPE "B"

NEW INSULATED HOLLOW METAL DOOR

VERIFY ROUGH OPENING TO ENSURE NEW DOOR R.O. SIZE - MODIFY AS

REQUIRED.

NEW TUBE STEEL FRAME EA.

SIDE AT REINSTALLED

METAL DUTCH DOOR.

REFER TO STRUCTURAL

DRAWINGS FOR MORE INFO.

(E) REINSTALLED SALVAGED METAL DUTCH DOOR

AND FRAME AT EXTERIOR OF NEW METAL STUD

WALL CONSTRUCTION.

(N) SECURITY TYPE FOREST

SERVICE ISSUED PAD LOCK.

TYPICAL CORNER FRAMING -

REFER TO STRUCTURAL FOR

MORE INFO.

BLOCK OUT NEW THICKENED

EDGE CONCRETE SLAB TO

ALLOW NEW NEOPRENE SWEEP

ON EXISTING DOOR - REFER TO

DETAIL 19/A9.1 FOR MORE

INFO.

EXISTING CONC. SLAB

NEW CONC. SLAB

MASONRY TYPE 6-3/4" WIDE

FULLY WELDED HOLLOW METAL

DOOR FRAME. SEE SPECS FOR

MORE INFO.

(N) INSULATED HOLLOW METAL

DOOR. SEE SPECIFICATIONS FOR

MORE INFO.

WRAP DOOR JAMBS WITH 14"

MTL. PLATE ALL SIDES - PAINT.

(N) METAL STUDS AT 16" O.C.

REFER TO STRUCTURAL

DRAWING FOR MORE INFO.

(N) PRE-FINISHED METAL

PANEL (12" CORRUGATED w/

EXPOSED FASTENER

INSTALLATION)

NEW DOUBLE HEADER

UNPUNCHED. REFER TO

STRUCT. FOR MORE INFO.

REINSTALLED SALVAGED

METAL DUTCH DOOR

AND FRAME.

4" MTL. PLATE WRAPPED

ENTIRE WIDTH OF DOOR

JAMBS - PAINT.

V.B. ON INTERIOR FACE OF

METAL FRAMING.

3'-3"

VERIFY

NEW TUBE STEEL FRAME EA.

SIDE AT REINSTALLED

METAL DUTCH DOOR.

NEW INSULATED HOLLOW METAL

DOOR AND MASONRY MTL.

WELDED FRAME PER SCHEDULE.

(N) PRE-FINISHED METAL PANEL

(12" CORRUGATED w/ EXPOSED

FASTENER INSTALLATION)

(N) PRE-FINISHED METAL

FLASHING CLOSURE, EXPOSED

FASTENERS AND SEALANT TAPE

EA. SIDE OF DOOR.

(N) FLASHING CLOSURE,

EXPOSED FASTENERS AND

SEALANT TAPE EA. SIDE OF

DOOR.

REINSTALLED SALVAGED

METAL DUTCH DOOR

AND FRAME.

(N) METAL STUDS AT 16" O.C.

REFER TO STRUCTURAL

DRAWING FOR MORE INFO.

EXISTING CONCRETE SLAB.

REINSTALLED SALVAGED

METAL DUTCH DOOR,

INSURE RODENT PROOF

INSTALLATION.

BLOCK OUT NEW CONC.

SLAB TO ALLOW FOR

NEW NEOPRENE SWEEP.

NEW INSULATED HOLLOW METAL

DOOR AND DOOR SWEEP PER

SCHEDULE.

INSIDE AND OUTSIDE

HANDLES W/ PADLOCK

HASPS

ARM GUIDE BRACKET

HOLD OPEN ARM WITH

NYLON ROLLER

CONTINUOUS GASKET

COVER.

SLAM LATCH

COVER LINER

VINYL GRIP

LOCK STRIKE AND

PADLOCK HASP

FRAME W/

CAPFLASHING

1" RIGID

FIBERBOARD

INSULATION.

LIFTING MECHANISM W/

REINFORCED COMPOSITE

TUBES AND ELECTROCOATED

COMPRESSION SPRINGS

PROVIDE MANUF. SLOPED

ROOF CURB KIT FOR 2.5 TO

12 SLOPE. REFER TO ROOF

FRAMING PLAN FOR MORE

INFO.

3'-1"

2'-6"

INSIDE AND OUTSIDE

HANDLES W/

PADLOCK HASPS

INSIDE AND OUTSIDE

HANDLES W/

PADLOCK HASPS

1" THK. FIBERGLASS

INSULATED COVER.

FLASHING SYSTEM

REPAIR ANY DAMAGE ON SALVAGED DOOR - REMOVE ANY PEELING OR

DAMAGED PAINT, RUST, OR OTHER CONTAMINATION. PREP &

PREPAINT W/ MANUFACTURERS HIGHEST QUALITY METAL ENAMEL

PAINT. COLOR TO BE SELECTED BY CONTRACTING OFFICER.

GENERAL FLASHING NOTE:

ALL FLASHING SHALL BE PROVIDE PRE-FINISHED

BY MTL. ROOF AND WALL PANEL MANUFACTURER.

PROVIDE ALL NECESSARY RECCO9MMNED

CLOSURES, TRIMS, AND FLASHING FOR PROPER

INSTALLATION.