51.pdf

A4.2B

N O

R T H

R E S

ID

E N

C E G

A R

A G

E E

X T E R

IO

R E

L E V

A T

IO

N S

W A

L L S

E C

T

IO

N S

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

RO

F 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

A2.1B : A4.2B

1 NORTH RESIDENCE NORTH ELEVATION GARAGE

A2.1B : A4.2B

NORTH RESIDENCE GARAGE EAST ELEVATION

1/4" = 1'-0"

1/4" = 1'-0"

A2.1B : A4.2B

11 NORTH RESIDENCE SOUTH ELEVATION GARAGE

A2.1B : A4.2B

NORTH RESIDENCE GARAGE WEST ELEVATION

1/4" = 1'-0"

1/4" = 1'-0"

A2.0B : A4.2B

NEW WALL SECTION

NEW 'TYVEK' AIR INFILTRATION BARRIER

MAINTAIN POSITIVE

DRAINAGE SLOPE TO 6' MIN.

NEW 4" TIGHTLINE

DRAIN

NEW 4 14" MDF BASE

BOARD (PAINT)

KEYNOTES#

NEW 2 12" WIDE X 3 4" THICK 'HARDI TRIM' FIBER CEMENT BATTEN BOARDS

OVER 516" 'HARDIPANEL' BOARD OVER 1" RIGID INSULATION.

NEW 3 12" WIDE X 1" 'HARDI TRIM' FIBER CEMENT CORNER BOARD AT

WINDOW & DOOR TRIM BOARDS OVER 516" 'HARDIPANEL' BOARD.

NEW KNEEBRACE AT ALL LOCATIONS. SEE: DETAIL 5/A9.1B TYP. FOR MORE

INFORMATION.

NEW 7 14" WIDE X 3 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 516"

'HARDIPANEL' BOARD.

NEW 3 12" WIDE X 3 4" 'HARDI TRIM' FIBER CEMENT CORNER GABLE END

TRIM BOARDS OVER 516" 'HARDIPANEL' BOARD.

NEW VINYL CLAD WINDOWS. REFER TO WINDOW SCHEDULE SHT. A9.1B FOR

MORE INFORMATION.

NEW ALUMINUM GUTTERS AND DOWNSPOUTS. COLOR TO BE SELECTED BY

CONTRACTING OFFICER.

NEW INSULATED EXTERIOR METAL MAN DOOR. REFER TO DOOR SCHEDULE

A9.1B FOR MORE INFORMATION.

A2.0B : A4.2B

EXISTING WALL SECTION

1" = 1'-0" 1" = 1'-0"

NEW 14" 'HARDISOFFIT' FIBER CEMENT SOFFIT BOARDS.

CONTRACTOR SHALL PROTECT EXISTING O.H. GARAGE DOORS AND

HARDWARE TO REMAIN.

TYPICAL ROOF CONSTRUCTION

- NEW 'MALARKEY LEGACY SHINGLES' COLOR TO MATCH EXIST.

- PROVIDE RIDGE VENT AS REQUIRED (TYP.)

- 15# BUILDING FELT

- PROVIDE ICE & WATER SHIELD 4' ON EACH SIDE OF THE VALLEY

OR CRICKET

- PRESS PLATE TRUSS (PER STRUCTURAL)

- VENT SPACERS

- R-50 BLOWN-IN FIBERGLASS INSULATION

- 6 MIL. POLYURETHANE VAPOR BARRIER

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

*SEE NOTE FOR TYP. CRAWL SPACE/

BASEMENT CONSTRUCTION

NOTE:

TYP. BASEMENT/ CRAWL SPACE CONSTRUCTION

- PROVIDE 2" DOW EXTRUDED POLYSTYRENE INSULATION TO PERIMETER OF

FOUNDATION WALLS.

- CONTRACTOR SHALL ROUTE 4" PERFORATED OR CORRUGATED PIPE APPROX. 1' FROM

THE INSIDE OF THE EXTERIOR PERIMETER FOUNDATION WALLS. LAY PIPE IN CONT.

LOOP ON SUB-GRADE OR EXISTING BASEMENT FLOOR. LAY GEO-TEX CLOTH OVER

PIPE TO PREVENT DEBRIS FROM CLOGGING HOLES. BACKFILL OVER PIPE WITH

CLEAN 3 4" PLUS AGGREGATE. CONNECT THE ENDS OF THE LOOP TO OPPOSITE LEGS

OF A 4" PVC TEE. CONNECT 4" PVC VERTICALLY INTO TEE AND ROUTE UP TO ATTIC

FOR DISCHARGE. CONTRACTOR SHALL REUSE EXISTING FANS AND SHOULD

COORDINATE LOCATION.

- BACKFILL EXISTING FOUNDATION W/ 3 4" PLUS CRUSHED GRAVEL APPROX. 18" HIGH.

(TYP.)

- PROVIDE EXPANDED NYLON GEOTEXTILE FABRIC o/ OVER CRUSHED GRAVEL.

- PROVIDE 15MIL TEAR RESISTANT 'STEGO' VAPOR BARRIER OR EQUAL OVER FABRIC,

LEVEL WITH SAND AND TAPE EDGES TO INSULATION.

- PROVIDE R-38 BATT INSULATION AT PERIMETER RIM. EXTEND 4' INTO BASEMENT.

*SEE NOTE FOR TYP.

CRAWL SPACE/ BASEMENT

CONSTRUCTION

NEW 4" TIGHTLINE

DRAIN

M

IN

M

IN

NEW 1" RIGID INSULATION

NEW 11 14" WIDE X 1" 'HARDI TRIM' FIBER

CEMENT SKIRT BOARD.

NEW FLOOR FINISH - SEE ROOM

FINISH SCHEDULE OVER 3 4"

SUBFLOORING.

NEW 11 7 8" TJI 210

SERIES AT 16" O.C.

2" GYP. BD. FINISH NEW 516" 'HARDIPANEL' BD.

NEW 3 12" WIDE X 3 4" THICK 'HARDITRIM'

FIBER CEMENT TRIM BD.

NEW 8" CONCRETE

FOUNDATION WALL. SEE

STRUCT. FOR MORE INFO.

5 5

6 6 6 6

PROVIDE NEW 'HARDITRIM' FASCIA BOARD.

11 11

NEW VINYL CLAD WINDOWS. REFER TO

WINDOW SCHEDULE SHT A9.1B FOR

MORE INFORMATION.

NEW 4 14" MDF WINDOW

TRIM (PAINT)

R-19 BATT INSULATION

NEW 5 12" MDF WINDOW

TRIM (PAINT)

2" GYP. BD. FINISH

(PAINT)

NEW 3 12" WIDE X 3 4" THICK 'HARDITRIM'

FIBER CEMENT TRIM BD.

NEW R-50 BLOWN IN

FIBERGLASS INSULATION

NEW 14" VENTED 'HARDISOFFIT'

FIBER CEMENT SOFFIT BOARDS.

VENTED BLOCKING EVERY OTHER

RAFTER CAVITY. SEE STRUCT. FOR

MORE INFO.

NEW R-50 BLOWN IN

FIBERGLASS INSULATION

NEW 11 14" WIDE X 1" 'HARDI TRIM' FIBER

CEMENT SKIRT BOARD.

NEW 516" 'HARDIPANEL' BD.

RADON MITIGATION SYSTEM, CONTRACTOR

SHALL COORDINATE LOCATION

EXISTING 2X10

NEW FLOOR FINISH - SEE ROOM

FINISH SCHEDULE OVER EXIST.

SUBFLOOR

NEW 4 14" MDF BASE

BOARD (PAINT)

EXISTING WINDOW TRIM

EXISTING WINDOW TRIM

EXISTING WINDOW TRIM

EXIST. VINYL CLAD WINDOWS.

NEW 3 12" WIDE X 3 4" THICK 'HARDITRIM'

FIBER CEMENT TRIM BD.

NEW 3 12" WIDE X 3 4" THICK 'HARDITRIM'

FIBER CEMENT TRIM BD.

EXIST. CONCRETE FOUNDATION

15 MIL. 'STEGO' TEAR RESISTANT '

V.B. UNDER 2" LEVEL SAND.

12 12

6 MIL. TEAR RESISTANT

POLYURETHANE VAPOR BARRIER

FIN. FLOOR

100'-0"

T.O. PLATE

MATCH EXIST.

CONTRACTOR TO

VERIFY AND MATCH

EXIST. SLOPE

CONTRACTOR TO

VERIFY SLOPE

FIN. FLOOR

100'-0"

T.O. PLATE

CONTRACTOR SHALL

VERIFY EXIST. PLATE

EXISTING WALL FINISH

NEW DOWNSPOUT

NEW 'TYVEK' AIR INFILTRATION BARRIER.

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 FURNACES 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. 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.

9. CONTRACTOR SHALL PROVIDE ALL SHORING AS NEEDED DURING

THE CONSTRUCTION PROCESS.

10. 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.

11. CONTRACTOR SHALL SUPPLY ALL PARTS, MATERIALS & LABOR

ASSOCIATED WITH COMPLETING THIS PROJECT, UNLESS OTHERWISE

NOTED.

12. CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL EXISTING

UTILITIES.

13. 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.

NEW 'TYVEK' AIR INFILTRATION BARRIER

NEW DOWNSPOUT

PROVIDE NEW 5' LONG PRECAST CONCRETE SPLASH BLOCKING.13

13 13

NEW 14" VENTED 'HARDISOFFIT'

FIBER CEMENT SOFFIT BOARDS.

EXISTING 'MALARKEY LEGACY

SHINGLES' o/ TITANIUM

UNDERLAYMENT.

NEW 12" OSB SHEATHING.

EXISTING SHEATHING.

DECK CROSS SECTION20

1"=1'-0"A2.1B : A4.2B

4x4 CEDAR POST.

FASTEN TO SONOTUBE

FOUNDATION - REFER TO

STRUCT.

2x4 CEDAR UPPER

RAILING

CONTINUOUS 2x4

CEDAR RAIL

PROVIDE 3 4" PLUS GRAVEL

OVER FABRIC WEED

BARRIER UNDER DECK.

TREX 54

DECKING

CONTINUOUS 2x6

CEDAR RAIL BEYOND

SONOTUBE FOUNDATION

PER STRUCT.

NEW 2X8 'HARDITRIM'

FASCIA BD.

EXPANDED NYLON GEOTEXTILE

FABRIC o/ 3 4" PLUS LEVELING

GRAVEL

PRE-FIN. SHT. MTL.

DRIPEDGE

NEW 1X4 'HARDITRIM'

FASCIA BD..

NEW 2X8 'HARDITRIM'

FASCIA BD.

PRE-FIN. SHT. MTL.

DRIPEDGE

NEW 1X4 'HARDITRIM'

FASCIA BD..

NEW FLUID APPLIED

POLYMER-MODIFIED

ASPHALT DAMP PROOFING

ON CONC. FOUNDATION.

PRE-FIN. CONT.

ALUMINUM GUTTER

PRE-FIN. CONT.

ALUMINUM GUTTER

MAINTAIN POSITIVE

DRAINAGE SLOPE TO 6' MIN.

EXPANDED NYLON GEOTEXTILE

FABRIC o/ 3 4" + LEVELING GRAVEL.

15 MIL. 'STEGO' TEAR RESISTANT '

V.B. UNDER 2" LEVEL SAND.

2X2 BALUSTER

ATTACHED TO FACE

OF CONT. RAILINGS

2X10 DECK FRAMING

PER STRUCT.

2x2 CEDAR BALUSTERS AT

4" MAX SPACING

GLB BEAM PER STRUCT.

RECESSED 1" INTO 4x4

POST.