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A4.1D
S O
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ID
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X T E R
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L E V
A T
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N S
A2.1D : A4.1D
16 19
6 9
C A
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C U
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E S T
C 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 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
RO
F ESS IONA
L A R C H I T E C
T
S O
UTH DA K
O
T A
RE
G . NO .
JAMES R. McDONALD
A2.1D : A4.1D 1/4" = 1'-0"
A2.1D : A4.1D A2.1D : A4.1D 1/4" = 1'-0"
(BLDG -D) SOUTH RESIDENCE NORTH ELEVATION (BLDG - D) SOUTH RESIDENCE EAST ELEVATION
(BLDG - D) SOUTH RESIDENCE SOUTH ELEVATION (BLDG - D) SOUTH RESIDENCE WEST ELEVATION
1/4" = 1'-0"
1/4" = 1'-0"
TYP.
MATCH EXIST. SLOPE
VERIFY
VERIFY
KEYNOTES#
NEW 3 12" WIDE X 1" 'HARDI TRIM' FIBER CEMENT TRIM BOARDS AT
WINDOW & DOOR TRIM BOARDS OVER 516" 'HARDIPANEL' BOARD.
NEW KNEEBRACE AT ALL LOCATIONS. REFER TO DETAIL 5/A9.1B FOR MORE
INFORMATION.
NEW 7 14" WIDE X
4" 'HARDI TRIM' FIBER CEMENT GABLE END TRIM OVER
16" 'HARDIPANEL' BOARD.
NEW 11 14" WIDE X 1" 'HARDI TRIM' FIBER CEMENT SKIRT BOARD OVER
16"
'HARDIPANEL' BOARD.
NEW 3 12" WIDE X
4" 'HARDI TRIM' FIBER CEMENT CORNER GABLE END
TRIM BOARDS OVER 516" 'HARDIPANEL' BOARD.
NEW VINYL CLAD WINDOWS, MATCH EXISTING HEAD HEIGHTS. REFER TO
WINDOW SCHEDULE SHT A9.1B FOR MORE INFORMATION.
NEW ALUMINUM GUTTERS AND DOWNSPOUTS AT NEW ADDITION. COLOR
TO BE SELECTED BY CONTRACTING OFFICER.
NEW EXTERIOR DOOR. SEE DOOR SCHEDULE A9.1B FOR MORE
INFORMATION.
13 NEW 14" VENTED 'HARDISOFFIT' FIBER CEMENT SOFFIT BOARDS.
14 PROVIDE NEW 'HARDITRIM' FASCIA BOARD.
PROVIDE NEW ATTIC LOUVER VENT AT GABLE END ROOF. COORDINATE
COLOR W/ CONTRACTING OFFICER.
SHIPLAP 'TRUWOOD OLD MILL SHINGLE SIDING' over 516" 'HARDIPANEL'
BOARD.
2 2
4 44
5 5
AREA OF
OVERFRAMED ROOFNEW TRUSSES
AREA OF
OVERFRAMED ROOF NEW TRUSSES
6 6
6 6
NEW 3 12" WIDE X 1" 'HARDI TRIM' FIBER CEMENT CORNER BOARDS.
7 7 7
9 9
9 9
131313
VERIFY
VERIFY
VERIFY
VERIFY
VERIFY
CONTRACTOR SHALL VERIFY FLUE CONDITION. IF FLUE CAN BE
ABANDONED, REMOVE FRAMING OR RE-USE AS NEEDED.
CONTRACTOR TO PROVIDE NEW CONCRETE STOOP AND STEPS AT WEST
ENTRY.
GENERAL RESIDENTIAL WORK REQUIRED AT EACH RESIDENCE
1. DISCONNECT AND ABANDON THE EXISTING SEWER LINE. LINE SHALL BE TERMINATED & CAPPED BELOW
EXISTING SLAB. CONTRACTOR SHALL RECONNECT ALL LINES BELOW MAIN FLOOR AND EXIT EXISTING HOUSE
APPROXIMATELY 4' BELOW GRADE WITH NEW 4" SANITARY SEWER LINE AS SHOWN ON THE SITE PLAN. MAINTAIN
POSITIVE SLOPE TO EXISTING MAIN.
2. CONTRACTOR SHALL MAKE EVERY EFFORT TO MITIGATE STANDING WATER AROUND EXISTING HOUSE. ALL
GRADES AROUND THE EXISTING RESIDENCE SHALL BE BROUGHT TO WITHIN 6" OF NEW SIDING AND SLOPE
POSITIVELY AWAY FROM HOUSE.
3. CONTRACTOR SHALL PROVIDE A NEW RADON MITIGATION SYSTEM IN THE BASEMENT / CRAWLSPACE AS
SHOWN IN THE DETAILS. THE EXISTING BASEMENT WILL BECOME UN-OCCUPIABLE SPACE AND WILL BE
BACKFILLED WITH 3/4" PLUS CRUSHED GRAVEL. CONTRACTOR TO COORDINATE LOCATION OF INLINE FAN &
EXHAUST LOCATION.
4. CONTRACTOR SHALL REMOVE EXISTING VERMICULITE INSULATION IN ATTIC SPACE REQUIRED AS PART OF THE
MITIGATION PROCESS. APPROXIMATE AREAS ARE INDICATED ON THE PLANS.
5. CONTRACTOR SHALL PROVIDE NEW 200A SERVICE TO THE EXISTING RESIDENCE. CONTRACTOR SHALL PROVIDE
A NEW MANUAL TRANSFER SWITCH AND ASSOCIATED HARDWARE IN ORDER TO OPERATE AN EMERGENCY
GENERATOR IF NEED BE. COORDINATE LOCATION OF PANEL & TRANSFER SWITCH WITH CONTRACTING OFFICER.
6. CONTRACTOR SHALL MAINTAIN LOCATION & CABLING OF EXISTING SATELLITE DISHES. CONTRACTOR MAY
NEED TO REMOVE & REPLACE EQUIPMENT IN ORDER TO ACCOMMODATE NEW WORK.
7. PROVIDE NEW 90% EFFICIENCY FURNACE W/ PROGRAMMABLE THERMOSTAT SIZED FOR RESIDENCE SHOWN.
CONTRACTOR SHALL COORDINATE LOCATION & RE-USE OF EXISTING DUCTWORK. GENERALLY ALL DUCTWORK
WILL BE LOCATED IN CRAWLSPACE. EXISTING TRUNK LINES CAN BE RE-CONNECTED TO. ALL DUCTWORK WILL
THEN BE INSULATED.
8. PROVIDE NEW 'RINNAI' RC80HPi ON DEMAND WATER HEATER. CONTRACTOR SHALL LOCATE AND COORDINATE
UTILITIES ACCORDINGLY.
9. REMODELED RESIDENCES SHALL ALL RECEIVE NEW GUTTERS AND PIPED DRAINAGE SYSTEMS AS SHOWN ON
SITE PLAN.
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.
GENERAL PROJECT NOTES
7. DO NOT SCALE FROM DRAWINGS. IF A DIMENSION DOES NOT
EXIST OR IS IN ERROR, CONTACT THE CONTRACTING OFFICER
IMMEDIATELY FOR WRITTEN CLARIFICATION.
8. PROVIDE NEW 'RINNAI' RC80HPi ON DEMAND WATER HEATER.
CONTRACTOR SHALL LOCATE AND COORDINATE UTILITIES
ACCORDINGLY.
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.
10. CONTRACTOR SHALL SUPPLY ALL PARTS, MATERIALS &
LABOR ASSOCIATED WITH COMPLETING THIS PROJECT, UNLESS
OTHERWISE NOTED.
11. CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL
EXISTING UTILITIES.
12. CONTRACTOR TO REFER TO ALL STRUCTURAL NOTES WITHIN
DOCUMENTS.
10. CONTRACTOR SHALL ROUTE 4" PERFORATED OR CORRUGATED PIPE APPROXIMATELY
1'-0" FROM THE INSIDE OF THE EXTERIOR PERIMETER FOUNDATION WALLS. LAY PIPE IN
CONTINUOUS LOOP ON SUB GRADE OR EXISTING BASEMENT FLOOR. LAY GEO-TEXTILE
CLOTH OVER PIPE TO PREVENT CLOGGING PERFORATED HOLES. BACKFILL OVER PIPE
WITH CLEAN 3 4" PLUS CLEAN AGGREGATE. CONNECT THE ENDS OF THE LOOP TO
OPPOSITE LEGS OF A 4" PVC 'T'. CONNECT 4" PVC VERTICALLY INTO THE TEE AND ROUTE
UP TO ATTIC FOR DISCHARGE. CONTRACTOR SHALL COORDINATE LOCATION OF THE
INLINE FAN.
11. PLUMBING & ELECTRICAL CONTRACTOR SHALL PROVIDE A 'BASE LEVEL' OF PLUMBING
AND LIGHTING FIXTURES. CONTRACTOR SHALL SUBMIT CUT SHEETS TO CONTRACTING
OFFICER FOR APPROVAL. ALL FIXTURES SHALL BE STANDARD RESIDENTIAL GRADE UNLESS
REQUIRED TO BE ACCESSIBLE. ALL FIXTURES SHALL MEET ALL MANDATED PLUMBING AND
ELECTRICAL CODES. ALL NEW PLUMBING FIXTURES SHALL EPA 'WATERSENSE' COMPLIANT.
ALL NEW LIGHT FIXTURES SHALL BE INSTALLED WITH NEW COMPACT FLUORESCENT OR
LED LIGHTING LAMPS WITH A MINIMUM CORRELATED COLOR TEMPERATURE OF 2700°K.
12. PROVIDE BLOCKING AT ALL CABINETRY, SHELVING SUPPORTS, TOILET ROOM
ACCESSORIES, AND WALL MOUNTED PLUMBING FIXTURES.
13. PROVIDE NEW R-38 BLOWN-IN FIBERGLASS INSULATION THROUGHOUT GARAGE ATTIC.
PROVIDE R-50 BLOWN IN FIBERGLASS INSULATION THROUGHOUT RESIDENCE.
14. AT NEW PLUMBING, CONTRACTOR SHALL PROVIDE NEW SUPPLY, DRAIN, AND VENT
LINES AS NEEDED. COORDINATE ALL DRAIN & VENT LOCATIONS AND RE-USE ALL EXISTING
ROOF PENETRATIONS AS POSSIBLE. CONTRACTOR SHALL INSULATE ALL PIPING BELOW
FLOOR. REMOVE ALL ABANDONED PLUMBING AND CAP ALL UNUSED PLUMBING STUBS
BELOW THE FLOOR LEVEL.
15. WHERE COLOR OR PRODUCT SELECTION IS REQUIRED, CONTRACTOR SHALL SUBMIT
CUT SHEETS TO CONTRACTING OFFICER FOR APPROVAL.
16. PROVIDE NEW 24x30 (MIN.) ATTIC ACCESS PANEL. LOCATE APPROXIMATELY UNDER
RIDGELINE FOR MAXIMUM HEAD CLEARANCE.
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. ALSO PROVIDE SNOW
AND ICE SHIELD ALONG EAVES, VALLEYS, FLASHING AND CRICKETS.
| A4.1D.dwg |
| A4.1D |
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