c:usersmarkdesktopryen glenn b4l2 moonlight plan

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)

CO

NC

RETE

APR

ON

PER

C.O

.B.S

TAN

DA

RDD

WG

0252

9-11

CO

NC

RETE

PATI

O

WATER SERVICE LINE-CONFIRM LOCATION

SEWER SERVICE LINE-LOCATION T.B.D.

BOU

LEV

ARD

TREE

-PER

SUBD

IVIS

ION

STA

ND

ARD

S

CO

NC

RETE

SID

EWA

LK

SOD TYP.

CO

NC

RETE

DRI

VE

&A

PRO

N

GU

TTER

CONT. RIDGE VENT, TYP.

ALL LANDSCAPING SHALL BEINSTALLED PER SUBDIVISIONREQUIREMENTS, TYPICAL

NOTE: CONTRACTORRESPONSIBLE FOR VERIFYINGUTILITY/ SERVICE LOCATIONS

LOT SHALL BE GRADED TODRAIN SURFACE WATER AWAYFROM FOUNDATION WALLS.THE GRADE SHALL FALL AMINIMUM OF 6 INCHES WITHINTHE FIRST 10 FEET PER IRC R401.3

INSTALL SPARK ARRESTORPER IRC R1001.6.1

PROVIDE & INSTALL RAINGUTTERS & DOWNSPOUTS PEROWNER OR BUILDER DISCRETION

6"

/12"

6"

/12"

6" / 12"6" / 12"

6"

/12"

54'-

0"

31'-

6"

6"

/12"

6" / 12"

SID

EWA

LKTO

BEA

MIN

.O

F6"

@D

RIV

EWA

Y

GAS SERVICE

ELECTRICAL SERVICE

CO

NT.

RID

GE

VEN

T,TY

P.

GUTTER

GUTTER

GUTTER

GU

TTER

GU

TTER

GU

TTER

GUTTER

1' - 6"

1'-6

"

1'-6

"

1' - 6"

1' - 6"

1'-6

"

1'-6

"

SOD TYP.

BOU

LEV

ARD

TREE

-PER

SUBD

IVIS

ION

STA

ND

ARD

S

115.00'PROPERTY LINE


112.

88'

PRO

PERT

YLI

NE

111.

62'

PRO

PERT

YLI

NE

ELECT. BOX

20'-

0"

10' - 0"

CO

R NE R

S ETB

AC

K

15'-

0"

UT I

LIT Y

E AS E

MEN

T

10'-

0"UTILITY EASEMENT

10' - 0"

FRONT SETBACK

25' - 0"

REAR SETBACK

20' - 0"

SID

ESE

TBA

CK

8'-0

"

26' - 6"

18'-

6"

34' - 6"

PENWELL BRIDGE ROAD

PPO

WER

SBL

VD

.

DRAINAGE DITCHDO NOT FILL OR OBSTRUCT THE FLOW

MAINUTILITYBOX

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

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

ALL LANDSCAPING SHALL BEINSTALLED PER SUBDIVISIONREQUIREMENTS, TYPICAL

ALL SOD & PLANTING BEDSSHALL BE IRRIGATED WITHTIMED IRRIGATION SYSTEM

CONCRETE PATIO

BOU

LEV

ARD

TREE

-PER

SUBD

IVIS

ION

STA

ND

ARD

SSO

DBL

VD

.

SOD TYP.

SOD TYP.

BOU

LEV

ARD

TREE

-PER

SUBD

IVIS

ION

STA

ND

ARD

S

WATER SERVICE LINE- CONFIRMLOCATION

SEWER SERVICE LINE- LOCATION T.B.D.

GAS SERVICE

31'-

6"

20'-

0"

ELECTRICAL SERVICE



112.

88'

PRO

PERT

YLI

NE

111.

62'

PRO

PERT

YLI

NE

ELECT. BOX

CO

RNE R

S ETB

AC

K

15'-

0"

UT I

LIT Y

E AS E

MEN

T

10'-

0"

UTILITY EASEMENT

10' - 0"

REAR SETBACK

20' - 0"

PENWELL BRIDGE ROAD

PPO

WER

SBL

VD

.

MAINUTILITYBOX

DRAINAGE DITCHDO NOT FILL OR OBSTRUCT THE FLOW

PLANT LEGENDSPECIES

GREEN ASH, ELM, LINDENBOULEVARD TREE

CANADA RED, CRAB APPLEYARD TREE

LILAC, DOGWOODBUSH

JUNIPER, EVERGREENSHRUBS

POTENTILLA SHRUB

SOD

PLANTING BED (WASHED 1 1/2"MINUS ROCK) W/ PLASTIC ORMETAL EDGING

SPIRALIS

1/8" = 1'-0"1

SITE PLAN

DRAWING NUMBER:

PHASE:

DATE:

DRAWING TITLE:

PROJECT NUMBER:

DRAWN BY / CHECKED BY:

REVISIONS:

0"1"

2"11/1

2/2

015

9:3

9:3

2A

M

1710 POWERS BLVDBLOCK 4, LOT 2

RYEN GLENNBELGRADE MT

A1.1

SITE PLAN

15.066

BEN NISTLER406-570-7345PLAN NAME:MOONLIGHT

NOVEMBER 12, 2015

EML STH

CONSTRUCTION

1/16" = 1'-0"2

LANDSCAPE PLAN

NO. DESCRIPTION DATE

WH

W D

FD

DW

REF.

























A3.12

A3.1

3

A3.1 1

A3.1

4

ELECTRIC WATER HEATER(CONTRACTOR TO CONFIRMSIZE)- SECURE w/ STRAPS

PROVIDE GALV PAN w/ 3/4"DRAIN

UFER GROUND

ELECT SERVICE(200A) w/ 30x36CLEAR WORKAREA

22x30 ATTICACCESS

KITCHEN DESIGNBY OTHERS

GAS FIREPLACEw/ DIRECT VENT

16" RAISEDHEARTH

MAIN (HEATED): 1553 SF GROSS (INC. EXT. WALLS)GARAGE: 739 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

6X6 DFPOST, TYP.

SIMPSON LSTA15 @ EASIDE- TYP @ POST/BEAMCONNECTIONS

ELEVATE WATER HEATER 18"MINIMUM ABOVE GARAGESLAB TO ANY ELEMENT ORSWITCH THAT MAY SPARK

CHIMNEY FRAMING- PROVIDE 1"CLEARANCE FROM FLUE TO COMBUSTIBLEMATERIAL

10'-

0"24

'-0"

6'-0

"12

'-0"

2'-0

"

50' - 0"

10'-

0"16

'-4"

15'-

8"12

'-0"

6' - 1" 2' - 0" 22' - 0" 24' - 0"

21' - 0"3' - 0"6' - 4"3' - 8"5' - 10"6' - 2"8' - 0"

11' - 0" 11' - 0" 6' - 0" 6' - 0" 12' - 0"

5'-1

0"3'

-8"

2'-1

0"4'

-0"

5'-4

"2'

-4"

11' - 10" 2' - 2" 6' - 0" 10' - 0" 10' - 0" 10' - 0" 3' - 9"

3'-0

"3'

-0"

36" x 80"20 MIN- SELF

CLOSING

4'-8

"5'

-4"

8'-2

"8'

-2"

3'-6

"5'

-6"

6'-8

"3'

-9"

12'-

0"12

'-0"

4'-1

0"5'

-2"

739 SF

GARAGE

MSTR BEDROOM11'-6" x 15'-7"

MSTR CLOSET5'-8" x 8'-7"

BEDROOM 19'-8" x 12'-0"

BEDROOM 211'-4" x 11'-1"

MSTR BATH5'-8" x 11'-0"

LAUNDRY5'-6" x 6'-6"

BATHROOM5'-3" x 9'-5"

36" x 80"

3'-8

"6'

-2"

30x30 CRAWLSPACE ACCESS

DINING9'-6" x 12'-0"

KITCHEN10'-0" x 14'-8"

LIVING ROOM20'-6" x 15'-2"

STH D14 HOLDDOWNS, TYP.



SDCMD

SDCMD

SDCMD

SDCMD

SDCMD

ROD & SHELF

ROD

&SH

ELF

ROD & SHELF

CABINETS ABOVE

ROD

&SH

ELF

16'-0

"Wx

7'-0

"H

8'-0

"Wx

7'-0

"H

36" x 80"

30" x 80"

24" x 80"

36"x

80"

POC

KET 30" x 80"

72"x

80"

SLID

ER

60" X 48"SLIDEREGRESS

(7' - 0") HEAD

60" x 80"BIFOLD

30" x 80"

30"x

80"

72"x

80"

BIFO

LD

60"X

48"

SLID

EREG

RESS

(7'-

0")

HEA

D

36" x 80"

30" x 80"

60"X

48"

SLID

EREG

RESS

(7'-

0")

HEA

D

96"X

60"

(7'-

0")

HEA

D

6X6 DFPOST, TYP.

SIMPSON LSTA15 @ EASIDE- TYP @ POST/BEAMCONNECTIONS

2'-4

"5'

-2"

12' - 0"

4' - 0"

5' - 2"4' - 10"5' - 2"4' - 10"

6'-0

"6'

-0"

6' - 0"6' - 0"4' - 5"1' - 7"

48" X 24"FIXED

(7' - 0") HEAD

24" X 36"AWNING

(7' - 0") HEAD

48" X 48"SLIDER

(7' - 0") HEAD

60" X 48"SLIDER

(7' - 0") HEAD

OPTIONAL

5'-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

BEAM SCHEDULERB1 XXX

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:


REVISIONS:

0"1"

2"11/1

2/2

015

9:3

9:3

3A

M



A2.1

MAIN FLOOR

15.066


NOVEMBER 12, 2015

EML STH

CONSTRUCTION

1/4" = 1'-0"1

1.0 MAIN LEVEL


























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

30x30 CRAWLSPACE ACCESS

11-7

/8"T

JI21

0I-J

OIS

TS@

16"o

.c.-

TYP

4' SHEAR PANEL "A"

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

BLK OUT @GARAGE DOORS-TYP

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

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.

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.


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

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

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

36' - 0"14' - 0"

2'-0

"12

'-0"

6'-0

"24

'-0"

10'-

0"

24' - 0"22' - 0"

4' SHEAR PANEL "A"

6'-0

1/2"

13'-

51/

2"

4' SHEAR PANEL "A"

4' SHEAR PANEL "A"4' SHEAR PANEL "A"

11-7

/8"T

JI21

0I-J

OIS

TS@

16"o

.c.-

TYP

11-7

/8"T

JI21

0I-J

OIS

TS@

16"o

.c.-

TYP

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






15'-

0"14

'-6

1/2"

12'-

0"32

'-0"

10'-

0"

5' - 9"

6'-3

"

UFER GROUND

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

SIMPSON CB66TYP. @ ALLPOSTS

3' - 9"

4' - 0"

8' - 0"

2' - 0"

FRONT SETBACK

25' - 0" 1' - 6"

FRONT SETBACK

25' - 0" 9' - 6"

28'-

6"

SID

ESE

TBA

CK

8'-0

"

SID

ESE

TBA

CK

8'-0

"18

'-6"

DRAWING NUMBER:

PHASE:

DATE:

DRAWING TITLE:

PROJECT NUMBER:


REVISIONS:

0"1"

2"11/1

2/2

015

9:3

9:3

4A

M



A2.3

FOUNDATION

15.066


NOVEMBER 12, 2015

EML STH

CONSTRUCTION

1/4" = 1'-0"1

0.2 FOUNDATION


MAIN LEVEL100' - 0"

T.O. WALL108' - 1 1/8"

SEE 1/A3.1 FOR TYPICAL NOTES

6"

12" 6"

12"6"

12"


6"

12"

6"

12"

MAIN LEVEL100' - 0"

T.O. WALL108' - 1 1/8"

T.O. FOOTING96' - 0"

6"

12"

6"

12"

6"

12"

1"x10" SKIRT BOARD - PAINTED

INSULATED GARAGE DOORS - TYP

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

1"x10" BELLY BAND - PAINTED

20'-

13/

4"

PAINTED FIBER CEMENTBOARD & BATT - TYP

STONE SIDING - TYP

8"x8" POST

MAIN LEVEL100' - 0"

T.O. WALL108' - 1 1/8"


4"

12"6"

12"

6"

12"

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

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

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

6"M

IN3'

-6"

SIDING (SEE ELEVATIONS) on AIR INFILTRATION BARRIER on 1/2" OSB SHEATHING (SEE SHEAR WALL SCHEDULE) on 2x6 WOOD STUDS @ 16" o.c. w/ R-21 INSULATION3/4" PLYWOOD SUBFLOOR GLUED &SCREWED TO 11-7/8" I-JOISTS @ 19.2" o.c.-TYPSPRAY FOAM INSULATION AT RIMJOISTPAINTED COMPOSITE TRIMWHERE SHOWN ONELEVATIONS2X6 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

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

DRAWING NUMBER:

PHASE:

DATE:

DRAWING TITLE:

PROJECT NUMBER:


REVISIONS:

0"1"

2"11/1

2/2

015

9:3

9:3

9A

M



A3.1

ELEVATIONS

15.066


NOVEMBER 12, 2015

EML STH

CONSTRUCTION

1/8" = 1'-0"2

WEST

1/8" = 1'-0"3

SOUTH

1/4" = 1'-0"1

EAST

1/8" = 1'-0"4

NORTH1/2" = 1'-0"

5WALL SECTION - 1-STORY


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