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EXIST.

GARAGE

101EXIST.

SHOP

E

EXIST.

GARAGE

STORAGE

102EXIST.

SHOP

A .1

.1

A .1

.2

A .1

.3

A .1

.4

A .1

.5

A .1

.6

E

STORAGE

A2.1F

(B L D

G

F

S H

O P B

U

IL

D

IN

G F

L O

O R

P L A

N S

A2.1F : A2.1F

STORAGE ROOM SECTION

1/2" = 1'-0"

C A

M P C

R O

O K

C U

S T E R N

A T

IO

N A

L F

O R

E S T

C A

M P C

R O

O K

S D

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 09051

U S D

A F

O R E S T

S E R

V

IC

E

R E G

IO

N

12.16.09

R

E G

I S T

E R

E D

P

ROF ESS IONA

L A

R C H

I T

E C

T

S O

UTH DA KO

T A

RE

G . NO .

JAMES R. McDONALD

A2.1F : A2.1F

SHOP/ GARAGE DEMO FLOOR PLAN

1/4" = 1'-0"

A2.1F : A2.1F

SHOP/ GARAGE FLOOR PLAN

1/4" = 1'-0"

NORTH

NORTH

A2.1D

61'-0"

9'-11" 10'-3" 40'-10"

DEMOLITION KEYNOTES#

CONTRACTOR SHALL DEMOLISH INTERIOR PARTITION WALL AS REQUIRED TO REMOVE

EXIST. SLAB.

CONTRACTOR SHALL DEMOLISH EXISTING WINDOW. CONTRACTOR SHALL REMOVE

INTERIOR CASING/ TRIM AS NECESSARY. PROTECT ADJACENT FINISHES.

CONTRACTOR SHALL REMOVE EXISTING COMPRESSOR IN LOFT SPACE, EXISTING

BOARDS ON RAFTERS AND ACCESS LADDER IN THEIR ENTIRETY.

EXISTING GYP. BD. WALL FINISH TO REMAIN.

GENERAL DEMOLITION NOTES

1. ALL FLOOR, WALL, AND CEILING SURFACES TO BE THOROUGHLY CLEANED FOLLOWING DEMOLITION WORK TO REMOVE DIRT AND DUST AND PREPARE SURFACES FOR NEW FINISHES.

2. REMOVE ALL MISCELLANEOUS FASTENERS/NAILERS OR MATERIAL WITH NO PURPOSE. CAREFULLY REMOVE SUCH ITEMS IN ORDER TO MINIMIZE DAMAGE TO EXISTING MATERIALS. PATCH HOLES AS REQUIRED FOLLOWING

REMOVAL TO ASSURE A UNIFORM APPEARANCE.

3. CONTRACTOR SHALL COORDINATE DEMOLITION WITH FIELD CONDITIONS AND EXTENTS OF NEW WORK SHOWN IN THESE CONTRACT DOCUMENTS. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF ANY QUESTIONABLE

CONDITIONS.

4. THOROUGHLY CLEAN ALL MISCELLANEOUS SCRATCHES, GOUGES, OR MARS ON WALLS, CEILINGS, TRIM, FRAMES, AND CASING NOT SPECIFICALLY CALLED OUT IN KEY NOTES, TYPICALLY. PREPARE AND FINISH ELEMENTS AS

REQUIRED TO ACHIEVE A UNIFORM APPEARANCE.

5. CONTRACTOR SHALL CONDUCT ALL NECESSARY EXPLORATORY ACTIVITIES TO LOCATE AND PROTECT EXISTING SYSTEMS AND/OR STRUCTURES TO REMAIN PRIOR TO THE START OF DEMOLITION WORK.

6. PREP & PATCH ALL HOLES IN EXISTING CEILING OR WALL FINISHES TO REMAIN FROM ALL ELECTRICAL / MECHANICAL ELEMENTS TO BE REMOVED OR RELOCATED, TYPICALLY.

7. COORDINATE MISCELLANEOUS DEMOLITION / REMOVAL OF FINISHES TO REMAIN TO ACCOMMODATE NEW SYSTEMS INSTALLATION. PATCH AND REPAIR FINISH TO MATCH IN KIND EXISTING FOLLOWING INTEGRATION.

8. FIELD VERIFY ALL DIMENSIONS. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE

CONTRACT DOCUMENTS PRIOR TO COMMENCING WORK.

9. CONTRACTOR SHALL BE AWARE THAT LEAD PAINT CONTAINING MATERIALS AND VERMICULITE IS PRESENT IN THE CONSTRUCTION AREA. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND TAKING THE NECESSARY

PRECAUTIONS TO SAFELY CONDUCT THE WORK INDICATED.

1. EVERY ATTEMPT HAS BEEN MADE TO ASSURE THE ACCURACY OF THE DRAWINGS THROUGH EXISTING AS-BUILT DATA AND FIELD VERIFICATION. CONTRACTOR RESPONSIBLE TO VERIFY EXISTING CONDITIONS BEFORE CONSTRUCTION

/ ORDERING / INSTALLATION & NOTIFY THE CONTRACTING OFFICER IMMEDIATELY IF ANY DISCREPANCY EXISTS FOR WRITTEN CLARIFICATION.

2. DRAWINGS CONTAINED WITHIN THESE DOCUMENTS ARE ABBREVIATED IN NATURE. CONTRACTOR IS EXPECTED TO USE QUALITY, ACCEPTABLE STANDARD CONSTRUCTION PRACTICES & TECHNIQUES.

3. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE STANDARDS & REGULATIONS AS PRESCRIBED BY THE 2009 INTERNATIONAL RESIDENTIAL BUILDING CODE, ALL APPLICABLE PLUMBING CODES, ALL APPLICABLE MECHANICAL

CODES, ALL APPLICABLE ELECTRICAL CODES.

4. MECHANICAL / PLUMBING / ELECTRICAL SHALL BE COORDINATED AND INSTALLED BY CONTRACTOR TO BE CONSISTENT WITH THE INTENT OF THE DRAWINGS AND SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES.

5. CONTRACTOR RESPONSIBLE FOR DOCUMENTATION OF ACCURATE AS-BUILTS INFORMATION / DRAWINGS AT THE CONCLUSION OF THE PROJECT FOR SUBMITTAL TO THE CONTRACTING OFFICER.

6. CONTRACTOR TO MAINTAIN INTEGRITY OF EXISTING BUILDING / SYSTEMS AT ALL TIMES. NOTIFY CONTRACTING OFFICER BEFORE COMPROMISING ANY SYSTEM DUE TO THE NEW CONSTRUCTION. SOME DEMOLITION /

CONSTRUCTION MAY BE REQUIRED TO BE PERFORMED AFTER BUSINESS HOURS - COORDINATE W/ CONTRACTING OFFICER.

7. DO NOT SCALE FROM DRAWINGS. IF A DIMENSION DOES NOT EXIST OR IS IN ERROR, CONTACT THE CONTRACTING OFFICER IMMEDIATELY FOR WRITTEN CLARIFICATION.

9. CONTRACTOR SHALL RECOGNIZE THE REMODEL ON THESE STRUCTURES MAY BE PHASED IN ORDER TO ACCOMMODATE EXISTING TENANTS. CONTRACTOR SHALL COORDINATE ALL WORK ACTIVITIES WITH CONTRACTING OFFICER

AND DISTRICT RANGER.

10. CONTRACTOR SHALL PROVIDE ALL SHORING AS NEEDED DURING THE CONSTRUCTION PROCESS.

11. CONTRACTOR SHALL BE AWARE THAT LEAD PAINT CONTAINING MATERIALS AND VERMICULITE IS PRESENT IN THE CONSTRUCTION AREA. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND TAKING THE NECESSARY

PRECAUTIONS TO SAFELY CONDUCT THE WORK INDICATED.

12. CONTRACTOR SHALL SUPPLY ALL PARTS, MATERIALS & LABOR ASSOCIATED WITH COMPLETING THIS PROJECT, UNLESS OTHERWISE NOTED.

13. CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL EXISTING UTILITIES.

13. CONTRACTOR TO REFER TO ALL STRUCTURAL NOTES WITHIN DOCUMENTS

GENERAL PROJECT NOTES

6'-10"

A4.1F

A4.1F

A4.1F

A4.1F

SHOP WORK REQUIRED

1. CONTRACTOR SHALL MAKE EVERY EFFORT TO MITIGATE STANDING WATER AROUND

EXISTING GARAGE/SHOP BUILDING. ALL GRADES AROUND THE EXISTING GARAGE SHOP

SHALL BE BROUGHT TO WITHIN 6" OF EXISTING SIDING AND SLOPE POSITIVELY AWAY FROM

BUILDING.

2. WHERE COLOR OR PRODUCT SELECTION IS REQUIRED, CONTRACTOR SHALL SUBMIT CUT

SHEETS TO CONTRACTING OFFICER FOR APPROVAL.

CONTRACTOR SHALL DEMOLISH EXISTING DOOR. CONTRACTOR SHALL REMOVE INTERIOR

CASING/ TRIM AS NECESSARY. CONTRACTOR SHALL CUT DOOR HEADER TO ACCOMMODATE

NEW DOOR HEIGHT AS REQUIRED. PROTECT ADJACENT FINISHES WHERE NECESSARY.

KEYNOTES#

NEW 2 X 6 STUDS AT 16" O.C. W/ 5 8" TYP "X" GYP BD. ON EACH SIDE. PROVIDE SOUND

BATTS FULL HEIGHT. REFER TO 19/A2.1F FOR MORE INFORMATION

INFILL EXISTING EXTERIOR WALL CAVITIES WITH NEW R-19 INSULATION AND PROVIDE NEW

8" TYP 'X' GYP BD. WALL FINISH ON EXISTING OPEN FRAMING (PAINT). CONTRACTOR

SHALL ENSURE UNIFORM/ SMOOTH TRANSITIONS BETWEEN NEW AND EXISTING SURFACES.

NEW VINYL CLAD WINDOWS. REFER TO WINDOW SCHEDULE SHT. A4.1F FOR MORE

INFORMATION.

HATCH INDICATES APPROXIMATE AREA OF NEW SLAB. ENSURE SLAB IS LEVEL AT ALL EXIST.

DOORS TO ENSURE TIGHT SEAL W/ DOORS.

CONTRACTOR SHALL PROTECT/ SALVAGE EXISTING O.H. GARAGE DOORS AND

HARDWARE.

NEW INSULATED MTL. DOOR. REFER TO DOOR SCHEDULE ON A4.1F FOR MORE

INFORMATION.

GENERAL GARAGE/

6 6 6 6 6

SOUND BATT

NEW 12" GYP. BD. WALL

FINISH. (PAINT)

NEW R-38 BLOWN-IN

FIBERGLASS INSULATION

TYPICAL ROOF CONSTRUCTION

- NEW 'MALARKEY LEGACY SHINGLES' (SBS #272) CLASS 4 IMPACT RATING

- NEW TITANIUM UDL-50 OR PDL-50 APPROVED UNDERLAYMENT

- EXISTING ROOF TRUSSES

- NEW R-38 BLOWN-IN FIBERGLASS INSULATION

- 6 MIL. POLYURETHANE VAPOR BARRIER

- 12" TYPE 'X' GYP. BD. CEILING FINISH (PAINT)

2X6 FRAMG @

16" O.C.

GALV. WOVEN MESH, WRAP UP WALL 24" MIN AND

SECURE UNDER STL. ANGLE.

212" X 212" STL. ANGLE, ANCHOR TO EXISTING CONC. SLAB

LEVEL PORTIONS OF EXIST. CONC. SLAB

THAT ARE DEPRESSED OR DAMAGED

7 CONTRACTOR TO SAW CUT AND DEMO EXIST. SLAB AS INDICATED BY HATCH.

PROVIDE 24" GALV. WOVEN 27GA. 8 MESH (.017"). LAP UNDER GYP. BD. AND SECURE

UNDER ANGLE. TYPICAL AT PERIMETER OF RM. 102.

CONTRACTOR SHALL SAND/ REFINISH AND PAINT EXISTING O.H. DOORS. PROVIDE NEW

WEATHER SEALS AS NEEDED.

7 7 7 7 7

(BID OPTION #4) REMOVE EXISTING ASPHALT SHINGLE ROOFING, FELT AND ANY

OTHER MISC. FASTENERS OR ROOFING MATERIALS DOWN TO EXISTING SHEATHING.

REMOVE ANY ROTTED OR SEVERELY DAMAGED SECTIONS OF SHEATHING.

(BID OPTION #4) CONTRACTOR TO PROVIDE NEW 'MALARKEY LEGACY SHINGLES' (SBS #272)

CLASS 4 IMPACT AND 110 MPH WIND RATING o/ TITANIUM UDL-50 OR PDL-50 OR APPROVED

EQUAL UNDERLAYMENT.

(CEILING)

NEW SURFACE MOUNTED FIXTURE NEW DUPLEX OUTLET (110V)

ELECTRICAL LEGEND

EXISTING NEW DUPLEX OUTLET (PROTECT DURING CONST.)

ENEW SWITCH

A2.1F.dwg
A2.1F

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