WD

DW

REF.

CONSTRUCTION NOTES1. ALL LUMBER IN CONTACT w/ CONCRETE or MASONRY or WITHIN 8" OF

GRADE SHALL BE PRESSURE TREATED.2. FIREBLOCKING TO BE INSTALLED IN ALL WALL CAVITIES GREATER THAN 10

FEET TALL AND AS APPLICABLE PER CODE REQUIREMENTS (R602.8).3. PROVIDE BLOCKING AS NEEDED FOR ALL WALL MOUNTED EQUIPMENT,

FURNISHINGS, ETC.4. CONFIRM STARTING POINT OF FLOOR FRAMING TO REDUCE CONFLICTS

WITH PLUMBING- FRAMING CONTRACTOR TO VERIFY.5. CONTRACTOR SHALL VERIFY FLOOR JOISTS FOR DESIRED FLOOR STIFFNESS,

TYP.6. GARAGE SHALL HAVE 5/8" TYPE 'X' GYP BD AT CEILING AND 1/2" GYP BD

AT WALLS, UNLESS NOTED OTHERWISE.7. INTERIOR CEILINGS TO RECEIVE 5/8" GYP BD, UNLESS NOTED OTHERWISE.8. PROVIDE SELF-ADHERING ICE AND WATER PROTECTION MEMBRANE AT

ALL EAVES TO A POINT 24" INSIDE THE EXTERIOR WALL FACE.9. WINDOWS IDENTIFIED AS "EGRESS" SHALL HAVE MINIMUM CLEAR WIDTH

OF 20", MINIMUM CLEAR HEIGHT OF 22", AND MINIMUM CLEAR AREA OF5.7 SQ FT. SILL HEIGHT TO BE 44" MAXIMUM ABOVE FLOOR.

10. ALL PENETRATIONS GREATER THAN 100 SQ INCHES IN COMMON/SHAREDGARAGE WALL SHALL BE UL1479 LISTED, UNLESS NOTED OTHERWISE.

11. CONCRETE SIDEWALKS TO HAVE TOOLED 3/4" JOINT AT 5' INTERVALS,UNLESS NOTED OTHERWISE.

12. ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH CORROSION-RESISTANT METAL MESH WITH 1/8" MINIMUM TO 1/4" MAXIMUMOPENINGS.

13. FURNACE MUST BE LOCATED WITHIN 20' OF CRAWL SPACE ACCESS IFINSTALLED IN CRAWL SPACE. PROVIDE 27 SQ INCHES COMBUSTION FLUETO OUTSIDE, SUSPEND 6" MIN. ABOVE GRADE (ASSUMED 80k BTU/H)

14. ALL GLAZING WITHIN A DOOR PANEL, WITHIN 24" OF A SWINGING DOOR,IN WALLS CONTAINING SHOWERS AND BATHTUBS, WHERE AN INDIVIDUALPANE IS LARGER THAN 9 SQUARE FEET, AND ANY GLAZING WHERE THEBOTTOM EDGE IS LESS THAN 18" ABOVE THE ADJACENT WALKINGSURFACE SHALL BE SAFETY GLAZING.

15. SPRAY FOAM INSULATION SHALL BE PROTECTED IN ACCORDANCE w/ IRCSECTION R316

GENERAL NOTES1. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED

DIMENSIONS. DO NOT SCALE THE DRAWINGS.2. ALL WORK SHALL COMPLY WITH APPLICABLE CODES LISTED.3. ALL MATERIALS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S

RECOMMENDATIONS UNLESS NOTED OTHERWISE.4. ALL ELECTRICAL AND PLUMBING WORK SHALL BE INSTALLED BY LICENSED

PROFESSIONAL(S) AND SHALL CONFORM WITH CURRENT CODES.5. CONFIRM AND COORDINATE LOCATIONS OF ALL UTILITIES WITH

CONTRACTOR.6. CONTRACTOR SHALL NOTIFY DESIGNER IMMEDIATELY OF ANY

DESCREPENCIES IN THE DRAWINGS.

INFORMATION CONTAINED IN THIS DRAWING SET HAS BEEN PREPARED FOR THEUSE OF A PROFESSIONAL, LICENSED CONTRACTOR WHO IS FAMILIAR WITHBUILDING CODE AND OTHER LEGAL REQUIREMENTS WITHIN THE PROJECT'SJURISDICTION. NO WARRANTIES, EXPRESSED OR IMPLIED, ARE GIVEN ORINTENDED BY THE PREPARATION OF THESE DRAWINGS.

ADOPTED CODES:2012 INTERNATIONAL RESIDENTIAL CODE 2012 UNIFORM PLUMBING CODE2012 INTERNATIONAL MECHANICAL CODE 2014 NATIONAL ELECTRIC CODE2012 INTERNATIONAL FUEL GAS CODE 2012 INTERNATIONAL ENERGY

CONSERVATION CODE (IECC)

A3.12

A3.1

3

A3.1 1

A3.1

4

UFER GROUNDELECT SERVICE(200A) w/ 30x36CLEAR WORKAREA

22x30 ATTICACCESS

VA

ULT

EDC

LG

MAIN (HEATED): 1691 SF GROSS (INC. EXT. WALLS) GARAGE: 577 SF NET

ELECT SERVICE w/30x36 CLEAR WORKAREA

GAS SERVICE

1/2" GYP BD @ GARAGEWALLS- TYP

1/2" TYPE "X" GYP BD @GARAGE CEILING- TYP

ALL PENETRATIONS GREATER THAN100 SQ INCHES INCOMMON/SHARED GARAGEWALL SHALL BE UL1479 LISTED- TYP

30x30 CRAWLSPACE ACCESS

CABINETSABOVE

OPTIONAL

KITCHEN DESIGNBY OTHERS

ROD

&SH

ELF

ROD & SHELF

ROD & SHELF

ROD

&SH

ELF

ROD

&SH

ELF

ROD

&SH

ELF

BEDROOM 112'-0" x 10'-5"

OFFICE12'-1" x 12'-0"

BEDROOM 212'-0" x 10'-5"

MASTER13'-7" x 13'-4"

MSTR CLOSET9'-3" x 7'-5"

MSTR BATH10'-6" x 7'-5"

KITCHEN12'-5" x 10'-0"

DINING ROOM12'-5" x 9'-2"

LIVING ROOM16'-4" x 19'-2"

BATHROOM10'-5" x 8'-2"

OUTDOOR PATIO13'-0" x 19'-6"

24' - 0" 30' - 0" 2' - 0" 13' - 0"

2' - 0 1/2"

26' - 6"

19'-

0"11

'-2"

10'-

10"

6'-0

"65

'-0"

4'-0

"12' - 9" 2' - 4" 2' - 4" 1' - 8" 10' - 11"

12'-

51/

2"8'

-11"

20'-

1"13

'-4

1/2"

8'-2

"2'

-0"

6'-0

"24

'-0"

19'-

0"22

'-0"

4'-0

"

6'-6

"

5'-8

"

5'-8

"8'

-8"

4'-8

"

5'-0

"5'

-0"

4' - 8"

4'-2

"6'

-8"

3' - 10" 7' - 0" 9' - 8" 9' - 0" 2' - 1"

2'-8

"

1' - 9"13' - 3"

12'-

0"

3'-0"

1' - 6"

6' - 6"

2' - 4"

6'-1

0"6'

-10"

2' - 10" 3' - 8"

24" X 42"SINGLE HUNG(7' - 4") HEAD

42"X

42"

SIN

GLE

HU

NG

(7'-

4")

HEA

D

32" x 80"

36"x

80"

32"x

80"

60"x

80"

SLID

ER

60" x 80"SLIDER

60"X

60"

SLID

ER(7

'-4"

)H

EAD

42"X

42"

SLID

ER(7

'-4"

)H

EAD

30"x

80"

42"X

42"

SLID

ER(7

'-4"

)H

EAD

32"x

80"

60"X

60"

SLID

ER(7

'-4"

)H

EAD

60"x

80"

BIFO

LD

60"x

80"

BIFO

LD

32"x

80"

32"x

80"

18'-0"W x 7'-0"H OVERHEAD DOOR

60"x

80"

BIFO

LD

60"X

60"

SLID

EREG

RESS

(7'-

4")

HEA

D96

"x48

"PI

CTU

REW

/SI

DE

CA

SEM

ENTS

(7'-

4")

HEA

D

60"X

60"

SLID

ER(7

'-4"

)H

EAD

48"X

48"

SLID

ER(7

'-4"

)H

EAD

48" X 48"SLIDER

(7' - 4") HEAD

4' - 4"

1' - 0" 56' - 0" 13' - 0"

5' - 0"

6'-0

"

INSULATION REQUIREMENTSCONTRACTOR SHALL BE RESPONSIBLE FOR INSULATING THE RESIDENCE INACCORDANCE WITH THE 2012 INTERNATIONAL ENERGY CONSERVATION CODE(IECC) INCLUDING MONTANA AMENDMENTS.

APPLICABLE PRESCRIPTIVE PATH REQUIREMENTS:CEILING: R-49 (UNCOMPRESSED R-38 ALLOWED AT EAVES)EXTERIOR WALL: R-21 (or R-13 + R-5 CONTINUOUS INSULATION)BASEMENT WALL: R-19 (or R-15 CONTINUOUS INSULATION) - SEE NOTE ASLAB PERIMETER: R-10 (or R-15 IF HEATED SLAB)CRAWLSPACE WALL: R-19 (or R-15 CONTINUOUS INSULATION)WINDOW / DOOR: U-0.32 (R-3)

NOTE A: RES-CHECK ANALYSIS MAY ALLOW LOWER R-VALUE (R-10 MINIMUM)

BRACED PANEL SCHEDULETYPE SUPPORTS FASTENERS SPACINGA. STUDS @ 16" o.c. 8d NAILS 6" o.c. (EDGE) & 12" o.c. (FIELD)B. STUDS @ 16" o.c. MAX 1-1/4" SCREWS 4" o.c. (EDGE) & 8" o.c. (FIELD)C. STUDS @ 16" o.c. MAX 1-1/4" SCREWS 4" o.c. (EDGE) & 8" o.c. (FIELD)

ALL BRACED WALLS SHALL BE TYPE 'A' - UNLESS NOTED OTHERWISEMINIMUM REQUIRED LENGTH OF BRACED WALL PANEL NOTED ON PLAN(PER SECTION R602.10).

TYPE ATYPE B - 1/2" GWB - BOTH SIDESTYPE C - 1/2" GWB - ONE SIDE

1/2" NOMINAL OSB

NOTE: CONNECT ALL INTERIOR BRACED WALL PANELS TO STRUCTURALFRAMING IN ACCORDANCE w/ R602.10.6 & TABLE R602.3(1). PROVIDEFULL HEIGHT BLOCKING AS NEEDED.

ONE SIDE

1. EXTERIOR WALLS SHALL BE CONSTRUCTED OF 2x6 STUDS @ 16" o.c.WITH R-21 INSULATION, UNLESS NOTED OTHERWISE. ALL EXTERIORSHEATHING TO BE 1/2" NOMINAL CONTINUOUS STRUCTURAL RATEDPANEL.

2. INTERIOR WALLS SHALL BE CONSTRUCTED OF 2x4 STUDS @ 16" o.c.,UNLESS NOTED OTHERWISE. PROVIDE 2x6 WALLS AT ALL POCKETDOORS. INTERIOR WALLS TO RECEIVE 1/2" GYP BD, UNLESS NOTEDOTHERWISE.

3. FLOOR JOISTS TO BE 11-7/8" TJI 210 @ 19.2" o.c. WITH 1-3/4"MIN BEARING, UNLESS NOTED OTHERWISE

4. FLOOR DECK TO BE 3/4" TONGUE-AND-GROOVE, STRUCTURALRATED PANEL (48/24 CDX) UNLESS NOTED OTHERWISE.

5. ALL LUMBER SHALL BE NO. 2 GRADE OR BETTER.6. ALL HEADERS (6' MAX SPAN) AT EXTERIOR WALLS SHALL BE (2) 2x10

HF#2 OR BETTER w/ (2) JACK STUDS AT EACH END, UNLESS NOTEDOTHERWISE.

7. PROVIDE BLOCKING BETWEEN TRUSSES AT ALL BEARING LOCATIONS.

STRUCTURAL NOTES

DRAWING NUMBER:

PHASE:

DATE:

DRAWING TITLE:

PROJECT NUMBER:

DRAWN BY / CHECKED BY:

REVISIONS:

0"1"

2"12/2

/2015

9:0

4:1

1A

M

A2.1

MAIN FLOOR

15.067

BEN NISTLER406-570-7345PLAN NAME:NORTHERN

LIGHT

DECEMBER 2, 2015

EML STH

CONST.

1/4" = 1'-0"1

1.0 MAIN LEVEL

NO. DESCRIPTION DATE

2'-8

"

Build to Ceiling

30"x80"

24"x

80"

60" Vanity

POCKET32"x80"

36"x

80"

36"x

80"

ROD&SHELF

ROD

&SH

ELF

See Fire

palce N

otes

FIREPLACE NOTES-CHIMNEY FRAMING- PROVIDE 1" CLEARANCE FROM FLUE TO COMBUSTIBLE MATERIAL-GAS FIREPLACE W/ DIRECT VENTDIMENSIONS-FP R.O. -35" H -37" W -16 1/4" D -FP R.O. 3" ABOVE HEARTH-HEARTH -11" D -16" H

GENERAL NOTES1. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED

DIMENSIONS. DO NOT SCALE THE DRAWINGS.2. ALL WORK SHALL COMPLY WITH APPLICABLE CODES LISTED.3. ALL MATERIALS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S

RECOMMENDATIONS UNLESS NOTED OTHERWISE.4. ALL ELECTRICAL AND PLUMBING WORK SHALL BE INSTALLED BY LICENSED

PROFESSIONAL(S) AND SHALL CONFORM WITH CURRENT CODES.5. CONFIRM AND COORDINATE LOCATIONS OF ALL UTILITIES WITH

CONTRACTOR.6. CONTRACTOR SHALL NOTIFY DESIGNER IMMEDIATELY OF ANY

DESCREPENCIES IN THE DRAWINGS.

INFORMATION CONTAINED IN THIS DRAWING SET HAS BEEN PREPARED FOR THEUSE OF A PROFESSIONAL, LICENSED CONTRACTOR WHO IS FAMILIAR WITHBUILDING CODE AND OTHER LEGAL REQUIREMENTS WITHIN THE PROJECT'SJURISDICTION. NO WARRANTIES, EXPRESSED OR IMPLIED, ARE GIVEN ORINTENDED BY THE PREPARATION OF THESE DRAWINGS.

ADOPTED CODES:2012 INTERNATIONAL RESIDENTIAL CODE 2012 UNIFORM PLUMBING CODE2012 INTERNATIONAL MECHANICAL CODE 2014 NATIONAL ELECTRIC CODE2012 INTERNATIONAL FUEL GAS CODE 2012 INTERNATIONAL ENERGY

CONSERVATION CODE (IECC)

CONSTRUCTION NOTES1. ALL LUMBER IN CONTACT w/ CONCRETE or MASONRY or WITHIN 8" OF

GRADE SHALL BE PRESSURE TREATED.2. FIREBLOCKING TO BE INSTALLED IN ALL WALL CAVITIES GREATER THAN 10

FEET TALL AND AS APPLICABLE PER CODE REQUIREMENTS (R602.8).3. PROVIDE BLOCKING AS NEEDED FOR ALL WALL MOUNTED EQUIPMENT,

FURNISHINGS, ETC.4. CONFIRM STARTING POINT OF FLOOR FRAMING TO REDUCE CONFLICTS

WITH PLUMBING- FRAMING CONTRACTOR TO VERIFY.5. CONTRACTOR SHALL VERIFY FLOOR JOISTS FOR DESIRED FLOOR STIFFNESS,

TYP.6. GARAGE SHALL HAVE 5/8" TYPE 'X' GYP BD AT CEILING AND 1/2" GYP BD

AT WALLS, UNLESS NOTED OTHERWISE.7. INTERIOR CEILINGS TO RECEIVE 5/8" GYP BD, UNLESS NOTED OTHERWISE.8. PROVIDE SELF-ADHERING ICE AND WATER PROTECTION MEMBRANE AT

ALL EAVES TO A POINT 24" INSIDE THE EXTERIOR WALL FACE.9. WINDOWS IDENTIFIED AS "EGRESS" SHALL HAVE MINIMUM CLEAR WIDTH

OF 20", MINIMUM CLEAR HEIGHT OF 22", AND MINIMUM CLEAR AREA OF5.7 SQ FT. SILL HEIGHT TO BE 44" MAXIMUM ABOVE FLOOR.

10. ALL PENETRATIONS GREATER THAN 100 SQ INCHES IN COMMON/SHAREDGARAGE WALL SHALL BE UL1479 LISTED, UNLESS NOTED OTHERWISE.

11. CONCRETE SIDEWALKS TO HAVE TOOLED 3/4" JOINT AT 5' INTERVALS,UNLESS NOTED OTHERWISE.

12. ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH CORROSION-RESISTANT METAL MESH WITH 1/8" MINIMUM TO 1/4" MAXIMUMOPENINGS.

13. FURNACE MUST BE LOCATED WITHIN 20' OF CRAWL SPACE ACCESS IFINSTALLED IN CRAWL SPACE. PROVIDE 27 SQ INCHES COMBUSTION FLUETO OUTSIDE, SUSPEND 6" MIN. ABOVE GRADE (ASSUMED 80k BTU/H)

14. ALL GLAZING WITHIN A DOOR PANEL, WITHIN 24" OF A SWINGING DOOR,IN WALLS CONTAINING SHOWERS AND BATHTUBS, WHERE AN INDIVIDUALPANE IS LARGER THAN 9 SQUARE FEET, AND ANY GLAZING WHERE THEBOTTOM EDGE IS LESS THAN 18" ABOVE THE ADJACENT WALKINGSURFACE SHALL BE SAFETY GLAZING.

15. SPRAY FOAM INSULATION SHALL BE PROTECTED IN ACCORDANCE w/ IRCSECTION R316

INSULATION REQUIREMENTSCONTRACTOR SHALL BE RESPONSIBLE FOR INSULATING THE RESIDENCE INACCORDANCE WITH THE 2012 INTERNATIONAL ENERGY CONSERVATION CODE(IECC) INCLUDING MONTANA AMENDMENTS.

APPLICABLE PRESCRIPTIVE PATH REQUIREMENTS:CEILING: R-49 (UNCOMPRESSED R-38 ALLOWED AT EAVES)EXTERIOR WALL: R-21 (or R-13 + R-5 CONTINUOUS INSULATION)BASEMENT WALL: R-19 (or R-15 CONTINUOUS INSULATION) - SEE NOTE ASLAB PERIMETER: R-10 (or R-15 IF HEATED SLAB)CRAWLSPACE WALL: R-19 (or R-15 CONTINUOUS INSULATION)WINDOW / DOOR: U-0.32 (R-3)

NOTE A: RES-CHECK ANALYSIS MAY ALLOW LOWER R-VALUE (R-10 MINIMUM)

FOUNDATION NOTES

1. SOILS ENGINEER TO REVIEW SOIL CONDITIONS FOLLOWING EXCAVATION ANDVERIFY FOOTING DESIGN (DESIGN ASSUMES 2500 PSI).

2. SOILS ENGINEER TO PERFORM INSPECTION AND PROVIDE APPROVAL OF THEFOUNDATION DESIGN PRIOR TO CITY PERMIT INSPECTION.

3. FOOTINGS ARE TO BEAR ON UNDISTURBED, LEVEL SOIL DEVOID OF ANYORGANIC MATERIAL.

4. STEP FOOTINGS AS NEEDED TO MAINTAIN REQUIRED DEPTH BELOW FINALGRADE.

5. ALL GRANULAR FILL SHALL BE COMPACTED TO 95% DENSITY, UNLESS NOTEDOTHERWISE.

6. SLOPE FLOOR OF GARAGE TO OPENING(S) AT 1/8" PER FOOT MINIMUM.7. CONCRETE SLABS ON GRADE SHALL HAVE CONTROL JOINTS AT MIMIMUM 12'

INTERVALS EACH WAY, UNLESS NOTED OTHERWISE.8. REINFORCING STEEL SHALL BE A-615 GRADE 60. PROVIDE MINIMUM 40 BAR

DIAMETER LAP AT SPLICES, CORNERS, AND INTERSECTIONS.9. DAMPPROOF FOUNDATION BEFORE BACKFILLING.10. FINAL GRADE SHALL BE SLOPED AWAY FROM STRUCTURE AT 2% MINIMUM FOR

5' MINIMUM AT FOUNDATION PERIMETER.

BRACED PANEL SCHEDULETYPE SUPPORTS FASTENERS SPACINGA. STUDS @ 16" o.c. 8d NAILS 6" o.c. (EDGE) & 12" o.c. (FIELD)B. STUDS @ 16" o.c. MAX 1-1/4" SCREWS 4" o.c. (EDGE) & 8" o.c. (FIELD)C. STUDS @ 16" o.c. MAX 1-1/4" SCREWS 4" o.c. (EDGE) & 8" o.c. (FIELD)

ALL BRACED WALLS SHALL BE TYPE 'A' - UNLESS NOTED OTHERWISEMINIMUM REQUIRED LENGTH OF BRACED WALL PANEL NOTED ON PLAN(PER SECTION R602.10).

TYPE ATYPE B - 1/2" GWB - BOTH SIDESTYPE C - 1/2" GWB - ONE SIDE

1/2" NOMINAL OSB

NOTE: CONNECT ALL INTERIOR BRACED WALL PANELS TO STRUCTURALFRAMING IN ACCORDANCE w/ R602.10.6 & TABLE R602.3(1). PROVIDEFULL HEIGHT BLOCKING AS NEEDED.

ONE SIDE

11-7/8" TJI 210 I-JOISTS @ 19.2" o.c.- TYP

24"x8" THICKENED EDGEw/ (2) #4 CONT.

4" CONC. SLAB w/ 6x610/10 WWM- SLOPE TODOORS

6" CONC. WALL w/ #4VERT. @ 18" o.c. AND #4HORIZ @ 18" o.c.- TYP.

16"x8" CONC. FOOTINGw/ (2) #4 CONT.- TYP.

GAS-FIRED FORCED AIR FURNACE(CONTRACTOR TO CONFIRM SIZE& LOCATION)- PROVIDECOMBUSTION FLUE TO OUTSIDE-SUSPEND 6" MIN. ABOVE GRADE

CONTRACTOR SHALL VERIFYFLOOR JOISTS FOR DESIREDFLOOR STIFFNESS, TYP.

NOTE:

1. ALL STRUCTURAL CALCULATIONS ARE THERESPONSIBILITY OF THE BUILDER. ALL STRUCTURALCOMPONENTS SHOWN INCLUDING JOISTS, BEAMS,FOUNDATION WALLS & FOOTINGS SHALL BE VERIFIED BYTHE BUILDER FOR COMPLIANCE WITH CURRENT IRCREQUIRMENTS AND AUTHORITIES HAVING JURISDICTIONPRIOR TO CONSTRUCTION.

2. BUILDER SHALL SIZE ALL CONCRETE FOUNDATIONWALLS & FOOTINGS BASED ON GEOTECHNICALENGINEER'S REPORT & RECOMMENDATIONS.

PAD FOOTINGS SHOWN ASSUME 2,500 PSF SOILBEARING PRESSURE. CONTRACTOR TO VERIFYFOOTING SIZES W/ GEOTECHNICAL REPORT,TYPICAL.

STH D14 HOLDDOWNS, TYP.

NOTE:TOP OF FOUNDATION SHALL BE 18" MIN. ABOVE TOP OF CURB

NOTE:ALL LUMBER WITHIN 8" OF GRADE OR IN CONTACTw/ CONCRETE SHALL BE TREATED

4'SH

EAR

PAN

EL"A

"4'

SHEA

RPA

NEL

"A"

11-7/8" TJI 210 I-JOISTS @ 19.2" o.c.- TYP 11-7/8" TJI 210 I-JOISTS @ 19.2" o.c.-TYP

2x6 TREATED PONY WALLon 16"x8" FOOTING w/ (2) #4 CONT. TYP. - PROVIDECONT. BLK'G BETWEENJOISTS

12" dia. CONC. PIER w/ (2)#4 VERT. on 2'-0"x2'-0"x8"FOOTING w/ (3) #4 EA.WAY- TYP

SIMPSON CB66TYP. @ ALLPOSTS

24' - 0" 30' - 0" 2' - 0"

2' - 0 1/2"

6'-0

"24

'-0"

19'-

0"22

'-0"

4'-0

"

21'-

41/

2"20

'-1"

21'-

61/

2"2'

-0"

4'-0

"65

'-0"

6'-0

"

FRONT SETBACK

25' - 0" 1' - 0" 56' - 0" 13' - 0"

FRONT SETBACK

25' - 0" 1' - 0" 56' - 0" 13' - 0"

8' - 9 1/4"

2x6 TREATED PONY WALLon 16"x8" FOOTING w/ (2) #4 CONT. TYP. - PROVIDECONT. BLK'G BETWEENJOISTS

6" CONC. WALL w/ #4VERT. @ 18" o.c. AND #4HORIZ @ 18" o.c.- TYP.

16"x8" CONC. FOOTINGw/ (2) #4 CONT.- TYP.

26' - 6" 20' - 6" 9' - 0"

2' - 6" 18' - 0"

UFER GROUND

BLK OUT @GARAGE DOORS-TYP

4'SH

EAR

PAN

EL"A

"

4'SH

EAR

PAN

EL"A

"

15' - 6" 14' - 6"

30x30 CRAWLSPACE ACCESS

13' - 0" 7' - 6"

11-7/8" TJI 210 I-JOISTS @ 19.2" o.c.- TYP

DRAWING NUMBER:

PHASE:

DATE:

DRAWING TITLE:

PROJECT NUMBER:

DRAWN BY / CHECKED BY:

REVISIONS:

0"1"

2"12/2

/2015

9:0

4:1

1A

M

A2.3

FOUNDATION

15.067

BEN NISTLER406-570-7345PLAN NAME:NORTHERN

LIGHT

DECEMBER 2, 2015

EML STH

CONST.

1/4" = 1'-0"1

0.2 FOUNDATION

NO. DESCRIPTION DATE

MAIN LEVEL100' - 0"

T.O. WALL109' - 1 1/8"

SEE 1/A3.1 FOR TYPICAL NOTES

SEE 1/A3.1 FOR TYPICAL NOTES

MAIN LEVEL100' - 0"

T.O. WALL109' - 1 1/8"

T.O. FOOTING96' - 0"

VINYL WINDOWS - TYP

3.5" MIRA-TEC CORNER TRIM

30 YR ASPHALT SHINGLES

CONT. RIDGE VENT - TYP

PAINTED FIBER CEMENT LAP SIDING w/8" EXPOSURE - TYP

PAINTED FIBER CEMENTBOARD & BATT - TYP

STONE SIDING - TYP

19'-

919

/32"

ONLY w/ OPTIONAL FIRE PLACE

SEE 1/A3.1 FOR TYPICAL NOTES

INSULATED GARAGE DOORS - TYP

NOTCH BLOCKING or PROVIDEHOLES FOR ATTIC VENTILATION

• ASPHALT SHINGLES over• SYNTHETIC ROOFING UNDERLAYMENT over• 5/8" OSB over• ENGINEERED WOOD TRUSSES w/ 12" ENERGY HEEL @ 24" o.c. w/ R-49

INSULATION• PROVIDE ICE & WATER SHIELD 2 FEET FROM THE INSIDE OF THE EXTERIOR

WALL AT ALL EAVES & 18" EACH SIDE OF EACH VALLEY

1X8 FASCIA W/ 1X4SHADOW BOARD, PAINTED

FIBER CEMENT SIDING (SEE ELEVATIONS) on AIRINFILTRATION BARRIER on 1/2" OSB SHEATHING(SEE SHEAR WALL SCHEDULE) on 2x6 WOOD STUDS@ 16" o.c. w/ R-21 INSULATION

VINYL WINDOW- TYP. SEE PLANS &ELEVATIONS FOR TYPE & SIZE

1/2" GYP BD overVAPOR BARRIER

5/8" GYP BD overVAPOR BARRIER

PAINTED COMPOSITE TRIM- TYP

1/2" dia. ANCHOR BOLT w/ 3x3x1/4PLATE WASHER @ 48" o.c.- TYP (BOLTSTO BE LOCATED NOT MORE THAN 12"OR LESS THAN 7 BOLT DIAMETERS FROMPLATE SECTIONS)- EMBED 7" MIN

3/4" PLYWOOD SUBFLOOR GLUED &SCREWED TO 11-7/8" I-JOISTS @ 16" o.c.-TYP

BITUMINOUS DAMPPROOFING TOGRADE

16"x8" CONC. FOOTING w/ (2) #4 CONT.-TYP, VERIFY WITH GEOTECHNICAL REPORT

R-19 MIN OR R-15 CONT. INSULATION w/CONT. VAPOR BARRIER

6" CONC. WALL w/ #4 HORIZ. &VERT. @ 18" o.c.- TYP

9'-1

1/8"

SEISMIC CLIP (SIMPSON H1,H2.5A, or SIM) AT EA TRUSS-TYP

TYPI

CA

LH

EAD

HEI

GH

T(C

ON

FIRM

CLE

AR

OPE

NIN

GO

FEG

RESS

WIN

DO

WS

44"A

FFM

AX.

)

7'-4

"

(2) 2X10- TYP- U.N.O.

FASTEN SHEATHING TO SILLPLATE w/ 10d's @ 6" o.c.- TYP

2X P.T. SILL PLATE W/ SILL SEAL

2X BLOCKING EA. TRUSS BAY

BAFFLE TO MAINTAIN 1" MIN. CLEARVENT @ UNDERSIDE OF SHEATHING

SPRAY FOAM URETHANE ATEAVES

PRE-FINISHED VENTEDMETAL SOFFIT

PAINTED COMPOSITE TRIMWHERE SHOWN ONELEVATIONS

PRE-FINISHEDMETAL DRIP

COMPACTED STRUCTURAL FILL UNDERFOOTINGS PER GEOTECHNICALRECOMMENDATIONS & REQUIREMENTS

VAPOR BARRIER, OVERLAP JOINTS6" MIN. & SEAL, EXTEND UP WALL 6"AND ATTACH TO WALL

2X SUBFASCIA

44"M

AX.

@EG

RESS

WIN

DO

WS

MIN

.

6"3'

-6"

1'-4

7/8"

DRAWING NUMBER:

PHASE:

DATE:

DRAWING TITLE:

PROJECT NUMBER:

DRAWN BY / CHECKED BY:

REVISIONS:

0"1"

2"12/2

/2015

9:0

4:1

7A

M

A3.1

ELEVATIONS

15.067

BEN NISTLER406-570-7345PLAN NAME:NORTHERN

LIGHT

DECEMBER 2, 2015

EML STH

CONST.

1/8" = 1'-0"2

WEST

1/8" = 1'-0"3

SOUTH

1/4" = 1'-0"1

EAST

1/8" = 1'-0"4

NORTH

NO. DESCRIPTION DATE

3/4" = 1'-0"6

WALL SECTION - 1-STORY DROPPEDJOISTS

Chimney 30" W42" D