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MODERN BUNGALOW4 BEDROOM, 3 1/2 BATH, NEW CONSTRUCTION RESIDENCE

DETACHED GARAGE WITH LIVING QUARTERS ABOVE

CO

VE

R P

AG

E

125

125

125 12

5

7'-7

"7

'-7

"

9'-1

1/8

"1

'-0

5/8

"8

'-7

1/8

"

T.O.P.

T.O.P.

F.F.L.

SLAB

HEADER HEIGHT

HEADER HEIGHT

SPARK ARRESTOR EACH CHIMNEY

RIDGE VENTS OVER GABLES

METAL STANDING SEAM ROOFING

OVERSIZED BRICK EACH CHIMNEY

18" BOXED EAVE OVERHANG TYP.

GUTTER EACH EAVE

10" FRIEZE BUILD UP

WEATHERED CEDAR SHINGLE SIDING

3 1/2" CORNER TRIM MAIN LEVEL

FIBER CEMENT SIDING 6" REVEAL

8" WATER TABLE TRIM

126

125

126

125

125

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FRONT ELEVATION1/4" : 1'

E2E2 RIGHT ELEVATION1/4" : 1'

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126

12512

5 125

125

126 12

6

126 12

6

12512

5 125

125

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REAR ELEVATION1/4" : 1'

LEFT ELEVATION1/4" : 1'

E3E3

E4E4

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28'-10" X 26'-10"

E1E1

E2E2

E4E4

S1

S1

S1

S1

11

5/1

6"

12

'-6

1/2

"5

'-6

1/1

6"

78

'-7

7/8

"

28

'-2

3/8

"1

5'-1

0 7

/8"

34

'-6

5/8

"

9'-4 1/2"8'-2 1/2"1'-7"

24'-10 11/16"

13'-0 13/16"

30'-2 3/8"

2'-1

11

/16

"

1'-7

"4

1'-1

3/1

6"

18

'-4

13

/16

"2

0'-1

3/1

6"

42

'-8

3/1

6"

1'-7

"4

'-7

1/2

"1

5'-2

1/4

"1

5'-9

7/1

6"

5'-6

"

30'-2 3/8"3'-0 5/16"

8'-7 3/16" 14' 7'-7 3/16"

54'-1 3/16"

12' 20'-2 1/2" 11'-8" 9'-3 1/2"11 3/16"

GARAGE

F2F2

F3F3

F1F1

TT

INTERIOR STAIR1" : 1'

EXTERIOR WOOD STAIR1" : 1'

RAKE OVERHANG1" : 1'

CANTILEVERED TRUSS1" : 1'

THICKENED END SLAB1" : 1'

FINISH SIDING

4" CONCRETE SLAB w/CONTINUOUS PERIMETER THICKENED END SLAB

4" GRAVEL

REINFORCING STEEL AS REQUIRED

2x TREATED MUDSILL

CAST-IN-PLACEANCHOR BOLT

UNDISTURBED SOIL

VAPOR BARRIER

2x FRAMING MEMBER

SILL SEALER

FLASHINGRIGID INSULATION

TURNED DOWN SLAB AT GARAGE OPENING1" : 1'

GARAGE DOOR

4" CONCRETE SLABSlopes Down at 1/8" per 12"REINFORCING WIRE FABRIC

Slope Down

4" GRAVEL

THICKENED END SLAB;Extend Foundation to Below Frost LineWhere Applicable

UNDISTURBED SOIL

VAPOR BARRIER

1" EXPANSION JOINT

THICKENED SLAB FOOTING1" : 1'

VAPOR BARRIER

CONTINUOUS THICKENEDSLAB UNDER BEARING WALL(Verify Requirements)

REINFORCING STEEL AS REQUIREDCONCRETE SLAB

REINFORCING ROD

MECHANICAL FASTENER AS REQUIRED

4" GRAVEL

BEARING WALL

DECK LEDGER TO WALL1" : 1'

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F1F1

F2F2

F3F3

FOUNDATION NOTES:FOUNDATION NOTES:

SLOPE GARAGE SLAB TO DRAIN. MAXIMUM SLOPE IS 2 HORIZ., 1 VERT. BETWEEN

FOOTINGS AT DIFFERENT ELEVATIONS.

ALL FOOTINGS TO REST ON CLEAN, FIRM UNDISTURBED SOIL. STEP FOOTINGS A

REQUIRED TO MAINTAIN REQUIRED DEPTH BELOW FINISH GRADES.

CONCRETE STRENGTH,

3,000 PSI AT 28 DAYS FOR ALL SLABS. (FOUNDATION DESIGN BASED ON 2,500 PSI).

3,000 PSI AT 28 DAYS FOR ALL OTHER CONDITION.

MAXIMUM SLUMP, 4"

USE ASTM A-615 GRADE 60 DEFORMED REINFORCING BARS UNLESS NOTED OTHERWISE

CONCRETE EXPASION ANCHORS SHALL BE 'SIMPSON WEDGE-ALL STUD ANCHORS' OR

ENGINEER APPROVED EQUAL. EPOXY TO BE SIMPSON "SET" ADHESIVE OR APPROVED

EQUAL.

INFILTRATION, ALL OPENINGS IN THE EXT. BLDG. ENVELOPE SHALL BE SEALED AGAINST

AIR INFILTRATION. THE FOLLOWING AREAS MUST BE SEALED.

* JOINTS AROUND WINDOW AND DOOR FRAMES

* JOINTS BETWEEN WALL CAVITY AND WINDOW/DR. FME.

* JOINTS BETWEEN WALL AND FOUNDATION

* JOINTS BETWEEN WALL AND ROOF

* JOINTS BETWEEN WALL PANELS

* UTILITY PENETRATIONS THROUGH EXTERIOR WALLS

SB3522

4D

B15

Larg

e S

ingle

Ove

n B24

B21R

B21R

B302

8

D/W

B15R

FH

B930R

3D

B183

0

B21L

B21L

BE

NC

H

2D

B336

SB3522

4D

B15

Larg

e S

ingle

Ove

n B24

B21R

B21R

B302

8B

15R

FH

B930R

3D

B183

0

B21L

B21L

BE

NC

H

2D

B336

RE

F

CLO

SE

TC

LO

SE

T

PA

NT

RY

16206

378

W4

212

W3

348

W3

348

W3

048

WIN

DO

W S

EA

T

MEDICINE

121050MU 5150MU

2636DH607660766076

263

6D

H263

6D

H

7850MU

5068

5120MU 5120MU

512

0M

U306

81009012090

266

8

506

8

2668

2668

307

6

265

0D

H203

0D

H515

0M

U

2668

2668

UP

UP

27'-9" X 59'-5"

11'-9" x 14'-6"

29'-0" X 27'-0"

8'-1" X 5'-0"

25'-8" X 14'-6"

11'-9" X 1'-9"

16'-11" X 19'-10"

11'-9" X 9'-0"

11'-8" X 14'-4"

8'-2" X 5'-0"

K1K1K3K3C1C1

B1B1

B2B2

K2K2

E1E1

E2E2

E3E3

E4E4

S1

S1

S1

S1

3'-2"18'8'-10"

28

'

5'-0

1/4

"2

2'-1

1 3

/4"

28

'

30'

30'8'-6" 14' 7'-6"

23'-6"4'2'12'-6"

16

'-6

"4

'-2

"

10

'-6

"2

'6

'

35

'-6

"

5'-6

"9

'-4

"5

'-4

"9

'-1

0"

5'-6

"

4'-1

0"

4'-6

"2

'-1

0"

2'-6

"4

'-1

0"

5'

35

'-6

"

5'-6

"1

5'-2

"1

4'-1

0"

2'-9

"2

'-6

"3

'1

5'-2

"2

'-3

"2

'5

'-1

0"

2'

12'

6'6'

30'

1'-7"11'17'-5"

5'-6"5'-6"8'-5"9'

33' 9'

7' 9' 10' 7' 3'-3" 5'-9"

11

'-1

1"

3'-3

"3

'-1

0"

11

'-7

"4

'-1

1"

5'-4 1/2" 3'-4" 4'

4'

3'-6"

PORCH

GARAGE

KITCHEN

BATH

DINING

PORCH

BATH

LIVING

OFFICE

BEDROOM 3

CH

IMN

EY

CH

AS

E

COFFERED CEILING

S2S2

P1P1

S1S1

INTERIOR STAIR1" : 1'

EQUALLY SPACED RISERS8" MAX

(check local code for requirements)

BASE MOLDINGFINISH FLOORINGPLYWOOD SUBFLOORAT TREAD AND RISERFULL STRINGER

SOFFITBLOCKING

NOTCHEDSTRINGER

EXTERIOR WOOD STAIR1" : 1'

5/4 x 6" DECKING

4 x 6 PRESSURETREATED POST

DECK RIM JOIST

2 x 12STRINGER

EQUALLY SPACED RISERS8" MAX

(check local code for requirements)

RAKE OVERHANG1" : 1'

CANTILEVERED TRUSS1" : 1'

THICKENED END SLAB1" : 1'

TURNED DOWN SLAB AT GARAGE OPENING1" : 1'

THICKENED SLAB FOOTING1" : 1'

DECK LEDGER TO WALL1" : 1'

TT

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S2S2

S1S1

KITCHEN PERSPECTIVE VIEW P1P1

DN

SB3222

SB

3622

SB

2722

B4240SB2440L4DB1840 BF140

1D

B40

SB

33

B15R

D/W

B33

B24R

B24R

39"

BA

R

B12L

1D

B40

SB3222

SB

3622

SB

2722

B4240SB2440L4DB1840 BF140

1D

B40

SB

33

B15R

B33

B24R

B24R

39"

BA

R

B12L

1D

B40

VP1487-L

W3336 W3636 W3636 W3336

W7

5212

L

MEDICINE

ME

DIC

INE

ME

DIC

INE

W3

6132

6W

3030

BE

NC

H

243

6D

H243

6D

H515

0M

U

2636DH6150MU

203

0D

H515

0M

U203

0D

H

5050MU 2030DH 5150MU 2030DH 2030DH

263

6D

H512

0M

U

514

0M

U

512

0M

U

5150MU5150MU

366

8266

8

5068 3068

2668

266

8606

8

26682668

266

8266

8

506

8

2668

266

8

2668 2468 2668

266

8266

8266

8

9250MU

12'-1" x 10'-8"

27'-0" x 4'-0"

13'-2" X 12'-2"

16'-5" X 15'-2"

28'-5" X 5'-11"

6'-2" X 5'-6"

2'-0

" X

8'-2

"

5'-2" X 8'-2"

11'-9" x 11'-8"

8'-7" x 4'-11" 8'-9" X 9'-6"

6'-2" X 4'-10"

10'-10" X 14'-4"

2'-1

1"

X 4

'-1

0"

5'-3" X 5'-6"

8'-9" X 9'-6"

5'-7" x 5'-7"

11'-9" X 6'-0"

1'-1

1"

X 4

'-1

0"

B3B3

B4B4

B5B5

L1L1

M1M1

B6B6

KK

E1E1

E2E2

E3E3

E4E4

C2C2

C3C3

S1

S1

S1

S1

3'

30

'-1

0"

15

'-2

"1

4'-1

0"

10

"

5'-2

"1

0'

4'-3

"5

'-1

0"

2'

2'-9

"

42'

7'5'-7"12'-5 1/2"5'-11 1/2"11'

5'-4"1'-8"1'-4"

4'-3"7'-9"4'-8 1/2"1'-5 1/2"

4'-6"5'-3"5'-9"

10

"

30

'

6'-6

"1

2'

5'-2

"6

1/2

"5

'-9

1/2

"

3'-6

"3

'6

'-3

"5

'-9

"3

'-1

0"

1'-4

"

12' 12'-7"

8'-7" 3'-5" 6'-10" 5'-9"

42'

5' 12'-5"

6'-2 1/2" 6'-2 1/2"

2'

28'

6'-6"5'-6"2'-4"13'-8"

6'-6"7'-2" 3'-4"3'-2"

26

'

6'-9

"1

2'-6

"6

'-9

"

26

'

13

'3

'-8

"5

'-4

"4

'

2'

2'

6'-6

"6

'-6

"1

'-8

"2

'

30'2' 28'

7'-2" 13'-10" 7'

DECK

HALL

BEDROOM

BATH

CL

OS

ET

OPEN BELOWMASTER BDRM

BEDROOM 2

MASTER BATH

BEDROOM 1

D1D1

BATH

WALK-IN CLOSET

BATH

BATH

LAUNDRY

STEAM SHOWER

CL

OS

ET

CL

OS

ET

MOTHER-IN-LAW'S QUARTERS

CH

IMN

EY

CH

AS

E

CH

IMN

EY

CH

AS

E

TREY CEILING

INTERIOR STAIR1" : 1'

EXTERIOR WOOD STAIR1" : 1'

RAKE OVERHANG1" : 1'

CANTILEVERED TRUSS1" : 1'

THICKENED END SLAB1" : 1'

TURNED DOWN SLAB AT GARAGE OPENING1" : 1'

THICKENED SLAB FOOTING1" : 1'

DECK LEDGER TO WALL1" : 1'

WALL STRUCTURE

2x FLOORJOISTS

WALL STRUCTURE

FINISH SIDING& SHEATHING

TREATEDLEDGER DOUBLE TOP PLATE

FLASHINGOPEN DECKING

RABBET BASE OF LEDGER

DECKJOIST

LAG BOLT W/WASHERS

ROOM FINISH SCHEDULEROOM NAME FLOOR INT. AREA ( SQ FT ) DIMENSIONS CEILING HEIGHTBEDROOM 1 2 129 12'-1" X 10'-8" 103 1/8"BEDROOM 2 2 137 11'-9" X 11'-8" 103 1/8"BEDROOM 3 1 166 11'-9" X 14'-6" 109 1/8"BATH 1 40 8'-1" X 5'-0" 109 1/8"BATH 1 40 8'-2" X 5'-0" 109 1/8"BATH 2 29 5'-3" X 5'-6" 103 1/8"BATH 2 30 6'-2" X 4'-10" 103 1/8"BATH 2 33 6'-2" X 5'-6" 103 1/8"BATH 2 42 5'-2" X 8'-2" 91 1/8"BEDROOM 2 160 13'-2" X 12'-2" 91 1/8"CLOSET 0 554 39'-6" X 13'-10" N/ACLOSET 1 40 8'-9" X 2'-6" 121 3/4"CLOSET 2 14 2'-11" X 4'-10" 103 1/8"CLOSET 2 16 2'-0" X 8'-2" 91 1/8"CLOSET 2 18 5'-7" X 3'-2" 103 1/8"CLOSET 2 9 1'-11" X 4'-10" 103 1/8"DECK 2 181 28'-5" X 5'-11" N/AGARAGE 0 776 28'-10" X 26'-10" N/ADINING 1 167 11'-8" X 14'-4" 109 1/8"DINING 0 685 40'-4" X 18'-7" N/AGARAGE 1 783 29'-0" X 27'-0" 112 5/8", 124 5/8"HALL 2 135 12'-1" X 5'-2" 103 1/8"KITCHEN 1 348 16'-11" X 19'-10" 109 1/8"LAUNDRY 2 70 11'-9" X 6'-0" 103 1/8"LIVING 1 385 25'-8" X 14'-6" 109 1/8", 121 3/4"MOTHER-IN-LAW'S QUARTERS 2 439 27'-0" X 12'-6" 91 1/8"MASTER BATH 2 136 10'-10" X 14'-4" 103 1/8"MASTER BDRM 2 244 16'-5" X 15'-2" 103 1/8"OFFICE 1 105 11'-9" X 9'-0" 109 1/8"OPEN BELOW 2 82 8'-9" X 9'-6" 224 7/8"STEAM SHOWER 2 31 5'-7" X 5'-7" 103 1/8"STORAGE 2 0 2'-2" X 0'-2" 103 1/8"WALK-IN CLOSET 2 42 8'-7" X 4'-11" 103 1/8"TOTALS: 6066

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D1D1

FINISH NOTES:FINISH NOTES:

RENDERINGS ARE NOT TO SCALE; ALL RENDERINGS ARE FOR ARTISTIC DEPICTION ONLY. PLAN UPDATES

MAY NOT BE REFLECTED IN RENDERINGS. RENDERINGS SHALL NOT BE USED FOR CONSTRUCTION.

BASE BOARDS SHALL BE 6" IN ALL ROOMS, UNO.

FINAL FINISHES SHALL BE CONFIRMED WITH THE HOME OWNER PRIOR TO APPLICATION.

DOOR AND WINDOW NOTES:DOOR AND WINDOW NOTES:

EVERY BEDROOM SHALL BE PROVIDED WITH AN EGRESS WINDOW WITH FINISH SILL HEIGHT NOT

GREATER THAN 44" ABOVE THE FINISH FLOOR HEIGHT AND SHALL HAVE A MINIMUM OPENABLE AREA OF

5.7 SQ. FT. EGRESS WINDOWS SHALL NOT HAVE AN OPENABLE AREA LESS THAN 20" WIDE OR 24" HIGH.

ALL WALK-THRU DOORS SHALL BE SOLID CORE

INTERIOR DOORS SHALL BE PAINTED. ENTRY DOOR TO BE DEFINED BY HOME OWNER PRIOR ORDERING

DOORS BETWEEN GARAGE AND LIVING AREA SHALL BE 1-3/4" TIGHT FITTING SOLID CORE DOORS WITH A

RATING OF 60 MINUTES. DOOR SHALL BE SELF CLOSING

EXTERIOR EXIT DOORS WILL BE 36" MIN. NET CLEAR DOORWAY SHALL BE 32" MIN. DOOR SHALL BE

OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.

GLAZING IN DOORS SHALL BE DUAL PANE SAFETY GLASS WITH MIN. U-VALUE OF 0.60

GARAGE DOORS TO BE SECTIONAL, OVERHEAD DOORS

EXTERIOR FINISH NOTES:EXTERIOR FINISH NOTES:

1. EXTERIOR FINISH TO BE FIBER CEMENT SIDING OVER 5/8 CDX PLYWOOD/OSB. WINDOW &

DOOR TRIM CEDAR. MATERIAL AND COLOR BY OWNER.

2. ROOFING TO BE 50 YEAR ASPHALT OVER 30# FELT, 5/8 CDX PLYWOOD/OSB.

3. DECKING TO BE TREX OR WOOD. FINAL MATERIAL AND COLOR BY OWNER.

4. CHIMNEYS ARE DECORATIVE AND PROVIDE FOR VENTING OF GAS FIREPLACES ONLY.

5. DOWNSPOUTS TO BE COLLECTED AND ROOF RUN OFF TO BE DIRECTED AWAY FROM

STRUCTURE PER THE SITE PLAN.

6. FINISH GRADE SHALL SLOPE AWAY FROM STRUCTURE MIN. 1/2" PER FOOT OF RUN FOR 4' MIN.

7. BASALT RETAINING WALLS TO MATCH EXISTING RETAINING WALL.

47 1/2" 36" 33" 42" 15 1/2" 17 1/2"1"

CL65 1/2" 127"

47 1/2" 36" 15" 24" 30" 24" 15"1"

CL

65 1/2"CL

72"CL

27" 28"

192 1/2"

16

"9

1 5

/8"

28

1/4

"7

3/4

"1

8"

36

"1

2"

5 5

/8"

10

7 5

/8"

CL10 1/2"CL

49 1/2"

CL49 1/2"

10 1/2"

10

7 5

/8"

36

"3

0"

41

5/8

"

120"

CL

60" 60"

21" 21" 36" 21" 21"8 5/8" 9 1/2"

47 1/2"4 1/2" 1/2"

67"1/2" 4 1/2"

30" 21 1/8" 16 7/8" 43"2 1/2"

52" 68"

CL53" 65"

47 1/2"4 1/2"

67 1/2"1/2"4 1/2"

18" 33" 9" 8" 43"2 1/2"

52" 68" 55 1/2" 62 1/2"

10

2"

5 5

/8"

92

5/8

"1

5"

10

7 5

/8"

5 5

/8"

48

"2

4"

6"

24

"

238"

10

8"

36

"1

2"

36

"2

4"

CL

16"CL

31"CL

32 1/2" 17 1/2"

32" 15" 15" 35"

68 1/2" 22"

97"

CL

53"CL

30" 15"

98"

10

8"

15"15"30"38"

5 1/4"22"

5 1/8"29 1/4"

7/8"

32 1/4" 30 1/4"

CL

16 1/4" 31 1/4" 15"

62 1/2"

36

"1

2"

36

"1

8"

50

1/4

"4

1 7

/8"

9 7

/8"

10

2"

CL

29 1/2" 30"6 1/2"

66"

10

2"

7/8"29 1/4"

2 5/8"22"

2 3/4"

15" 15 1/4" 27 1/4"

CL

15"CL

28 3/4" 13 3/4"

57 1/2"

50

1/4

"4

1 7

/8"

9 7

/8"

36

"1

2"

36

"1

8"

10

2"

3 7/16"75"

4 7/16"66 1/4" 22 7/8"

2 1/16"80" 89 15/16"

CL

21 9/16"CL

40 1/4"CL

76 13/16" 33 3/8"

172"

36

"2

0 3

/4"

21

"2

4 1

/4"

62

1/4

"2

9 7

/8"

9 7

/8"

10

2"

10

7 5

/8"

16

"9

7/8

"6

5 7

/8"

1 1

/4"

9"

5 5

/8"

108"

27" 54" 27"

27"9 3/8"

35 1/4"9 3/8"

27"

1 1/2"33" 36" 36" 33"

1 1/2"

1"18" 24" 55" 42"

1"

CL

31"CL

26"CL

27" 57"

141"

40

"1

4"

36

"1

2"

40

"1

4"

36

"1

2"

10

2"

10

1 5

/8"

3 3

/4"

3/4

"3

9 1

/16

"3

/4"

13

3/8

"3/4

" 13

1/4

"3/4

" 13

1/4

"3/4

" 15

3/1

6"

3 3

/4"

3/4

"3

9 1

/4"

3/4

"4

1 3

/16

"3

/4"

15

3/1

6"

103"

30 1/4"3/4"

36" 36"

10

1 5

/8"

3 3

/4"

3/4

"3

9 1

/4"

3/4

"4

1 3

/16

"3

/4"

15

3/1

6"

58 1/2"

44 3/4"3/4"

13"

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AA--77

WA

LL

EL

EV

AT

ION

SK1K1 K2K2 K3K3

B1B1 B2B2 C1C1 B3B3 B5B5B4B4

M1M1 C2C2

Jan. 2013

C3C3 L1L1

KITCHEN

GUEST BATHROOM POWDER ROOM WINDOW SEAT JACK AND JILL BATHROOM

MASTER BATHROOM WALK-IN CLOSET LAUNDRY ROOM

SEE VIEW

FLOORS AND ROOFSFLOORS AND ROOFS

ALL EXPOSED INSULATION IS TO HAVE A FLAME SPREAD RATING OF LESS

THEN 25 AND A SMOKE DENSITY RATING OF LESS THAN 450.

PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS.

SPECIFIC MANUFACTURES AND MODEL NUMBERS SHOWN ON THE PLANS ARE

INDICATIONS OF QUALITY ONLY. THE OWNER/BUILDER SHALL NOT BE

PROHIBITED FROM SUBSTITUTING MATERIALS AND/OR APPLIANCES OF

EQUAL QUALITY/STRENGTHS FROM NON-SPECIFIED MANUFACTURERS.

THE OWNER/BUILDER SHALL NOT BE SUBSTITUTING MATERIALS PROVIDED

THEY MEET CURRENT BLDG. CODE, AND ARE APPROVED FOR THAT SPECIFIC

USE BY THE BUILDING OFFICIAL

5 : 125 : 125 : 125 : 12

5 :

12

5 :

125 : 125 : 12

5 :

12

5 :

12

5 : 125 : 12

5 :

12

5 :

12

5 : 125 : 12

5 :

12

5 :

12

5 : 125 : 12

5 :

12

5 :

12

5 :

12

5 :

12

5 : 125 : 12

5 : 125 : 12

5 : 125 : 12

5 : 125 : 12

5 :

12

5 :

12

5 : 125 : 12

5 : 125 : 12

5 :

12

5 :

12

R1R1

6 :

12

6 :

12

6 :

12

6 :

12

5 :

12

5 :

12

5 :

12

5 :

12

FINISH SIDING

END RAFTER

INSULATION

INTERIOR STAIR1" : 1'

EXTERIOR WOOD STAIR1" : 1'

RAKE OVERHANG1" : 1'

CANTILEVERED TRUSS1" : 1'

THICKENED END SLAB1" : 1'

TURNED DOWN SLAB AT GARAGE OPENING1" : 1'

THICKENED SLAB FOOTING1" : 1'

DECK LEDGER TO WALL1" : 1'

5'-4

1/1

6"

8'-1

1 5

/8"

1'-2

1/8

"8

'-5

5/8

"

LANDING

TOP

DIMENSIONS TO

FLOOR AND

CEILING FINISH

PORCH CEILING T&G

YELLOW PINE

ENTRY COLUMNS AND

PORCH COLUMN BASES

POUR IN PLACE CONCRETE

4" GRAVEL

UNDISTURBED EARTHEARTH FILL

FINISH SIDING

VAPOR BARRIER 4" CONCRETE SLAB w/CONTINUOUS PERIMETER

THICKENED END SLAB

4" GRAVEL

REINFORCING STEELAS REQUIRED

2x TREATED MUDSILL

ENGINEERED PIER PAD

CAST-IN-PLACEANCHOR BOLT

UNDISTURBED SOIL

VAPOR BARRIER

STEEL REINFORCINGAS REQUIRED

2x FRAMING MEMBER

SILL SEALERFLASHINGRIGID INSULATION

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AA--88

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OF

PL

AN

Jan. 2013

SEE VIEW

R1R1

SECTION VIEW1/4" : 1'

S1S1

ROOF FRAMING / TRUSS NOTES:ROOF FRAMING / TRUSS NOTES:

TRUSS DRAWING IS FOR ILLUSTRATION ONLY. ALL TRUSSES SHALL BE

INSTALLED & BRACED TO MANUFACTURERS DRAWINGS & SPECIFICATIONS.

ALL TRUSSES SHALL CARRY MANUFACTURERS STAMP.

ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING

DEPT. APPROVAL OF ENGINEERING CALCULATIONS.

ALL TRUSSES SHALL HAVE DESIGN DETAILS & DRAWINGS ON SITE FOR

FRAMING INSPECTION.

ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER

TO BE PROVIDED BY TRUSS MANUFACTURER.

ALL ROOF FRAMING 24" O.C.

ALL OVERHANGS 18".

INSTALL POLYISOCYANURATE FOAM TYPE INSULATION AT FLOOR AND

PLATE LINES, OPENINGS IN PLATES, CORNER STUD CAVITIES AND AROUND

DOOR AND WINDOW ROUGH OPENING CAVITIES.

ATTIC VENTILATION: REQUIRED ABOVE HOUSE.

MIN. SNOW LOAD 50 LBs PER SQUARE FOOT.

WALL HEADERS: (2) 2 X 10 DF 2 TYP. UNO

ROOF & FLOOR TRUSS MANUFACTURER: _______________________

CDR

R

CWH DWR

R4 R

DM 43

GFCI

C5/TV

ELECTRICAL LEGEND

CEILING FAN

CHANDELIER LIGHT FIXTURE

PENDANT LIGHT FIXTURE

CEILING CAN LIGHTS: 4" RECESSED,

CABINET PUCK, 6" VAPOR BARRIER

EXTERIOR LIGHT FIXTURES: PENDANT LIGHT,

WALL SCONCE

RECESSED FLUORESCENT LIGHT FIXTURE

VENTILATION FANS: WITH AND WITHOUT LAMP

SWITCHES: DIMMER, SINGLE POLE,

THREE-WAY, FOUR-WAY

110V RECEPTACLES: DUPLEX, GFCI

110V DEDICATED CIRCUIT RECEPTACLES:

REFRIGERATOR, VENTILATION HOOD,

DISHWASHER, CLOTHES WASHER

220V RECEPTACLES: RANGE/OVEN,

CLOTHES DRYER

DATA JACK

SYMBOL DESCRIPTION

DN

D/W

R4R4

R4R4

R4

R4

R4

R4

R4

3

3

C5/TV

GFCI

DECK

BEDROOM

BATH

CL

OS

ET

MOTHER-IN-LAW'S QUARTERS

DN

R

R4R4

R

R4

R4R4

R4

R4R4

R4

DMGFCI

GFCI

GFCI

GFCI

C5/TV

C5/TV

GFCIGFCI CD CW

3

3

C5/TV GFCI

HALL

OPEN BELOWMASTER BDRM

BEDROOM 2

MASTER BATH

BEDROOM 1BATH

WALK-IN CLOSET

BATH

BATH

LAUNDRY

STEAM SHOWER

CL

OS

ET

CL

OS

ET

D/W

UP

UP

R4R4

R4 R4

R

R

RR

R

R

R4R4

R4 R4

R4 R4R4

R4

R4

R

R4

R4

R4R4R4

R4

R4

R4R4

3DM

DM4

3

3

C5/TV

3

C5/TV

GFCI

3

C5/TV33

33

GFCI

34

GFCI

GFCI

H

R

DW

R

34

GFCI

GFCI

PORCH

GARAGE

KITCHEN

BATH

DINING

PORCH

BATH

LIVING

OFFICE

BEDROOM 3

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EL

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LA

N

MAIN FLOOR ELECTRICAL1/4" :1"

MOTHER-IN-LAW'S QUARTERS ELECTRICAL1/4" :1"

GARAGE ELECTRICAL1/4" :1"

SECOND FLOOR ELECTRICAL1/4" :1" SEE VIEW

ELECTRICAL NOTES:ELECTRICAL NOTES:

HOME OWNER SHALL DO A WALK-THRU WITH

RELEVANT INSTALLERS TO VERIFY THE EXACT

LOCATION FOR OUTLETS, LIGHTS, SWITCHES,

CABLE, DATA, PHONE, AUDIO, ETC.

ELECTRICAL NOTES:ELECTRICAL NOTES:

1. ELECTRICAL RECEPTACLES IN BATHROOMS,

KITCHENS AND GARAGES SHALL BE G.F.I.

ORG.F.I.C. PER NATIONAL ELECTRICAL CODE

REQUIREMENTS.

2. PROVIDE ONE SMOKE DETECTOR IN EACH

ROOM AND ONE IN EACH CORRIDOR

ACCESSING BEDROOMS. CONNECT SMOKE

DETECTORS TO HOUSE POWER AND INTER-

CONNECT SMOKE DETECTORS SO THAT,

WHEN ANY ONE IS TRIPPED, THEY ALL WILL

SOUND. PROVIDE BATTERY BACKUP FOR

ALL UNITS.

3. CIRCUITS SHALL BE VERIFIED WITH HOME

OWNER PRIOR TO WIRE INSTALLATION.

4. FINAL SWITCHES FOR TIMERS AND DIMMERS

SHALL BE VERIFIED WITH HOME OWNER.

5. FIXTURES TO BE SELECTED BY HOME

OWNER.

AUDIO:AUDIO:

1. LOCATE SPEAKERS AND AUDIO CONTROLS

AS INDICATED IN THE PLAN; RUN CIRCUIT OF

SPEAKER WIRING TO AUDIO HOME PANEL

SPECIFIED BY FLOOR;

2. AUDIO SPEAKERS TO BE APPROVED BY

HOME OWNER;

3. LOCATE JACKS AS INDICATED IN THE PLAN;

INSTALL DATA / CABLE PANEL SIMILAR TO

"ON Q". SYSTEM TO BE APPROVED BY HOME

OWNER.

DATA / CABLE:DATA / CABLE:

LOCATE SECURITY PANELS AS INDICATED IN

THE PLAN; SYSTEM TO BE APPROVED BY

HOME OWNER.

90

'-6

9/1

6"

69'-5 15/16"

84

'-2 3

/8"

73'-2 1/2"

12

1'-1

3/1

6"

S0

°E

78'-7 1/8"N84° 40' 43"W

11

3'-1

1 5

/16

"N

2° 4

4' 4

"W

83'-8 5/16"

S90°E

N

12'

20

'

30

'-6 7

/16"

30'-4

9/1

6"

14'-10"

5'

11

'-6

"

SETBACK LINE

SE

TB

AC

K L

INE

SETBACK LINE

SE

TB

AC

K L

INE

FLAGSTONE

WALK

LOT PERIMETER

BL

OC

K P

RIV

AC

Y W

AL

L 8

' TA

LL

L

OT

PE

RIM

ET

ER

BL

OC

K P

RIV

AC

Y W

AL

L 8

' TA

LL

L

OT

PE

RIM

ET

ER

BLOCK PRIVACY WALL 8' TALL LOT PERIMETER

MATURE TREES TO BE

RETAINED WHEN POSSIBLE

REPLACE ANY REMOVED MATURE

TREES WITH 5YR SAPLINGS

SPECIES AS SPECIFIED BY HOME OWNER

EXPOSED AGGREGATE

CONCRETE DRIVEWAY

TO CURB

N

1:0

0 P

M 6

/21

/20

12

1:0

0 P

M 1

2/2

1/2

01

2

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AA--1100

Jan. 2013

SUN SHADOW STUDY1/16" : 1'

LOT AND BUILDING SITE1/8" : 1'

SEE VIEW

GENERAL NOTES AND SPECIFICATIONSGENERAL NOTES AND SPECIFICATIONSTHE GENERAL CONTRACTOR SHALL FULLY COMPLY WITH THE 2006 IBC AND ALL ADDITIONAL

STATE AND LOCAL CODE REQUIREMENTS.

2006 IEC AND 2006 IMC SHALL BE USED.

THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY WORK KNOWINGLY

PERFORMED CONTRARY TO SUCH LAWS, ORDINANCES, OR REGULATIONS. THE CONTRACTOR

SHALL ALSO PERFORM COORDINATION WITH ALL UTILITIES AND STATE SERVICE AUTHORITIES.

WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED

DIMENSIONS. THE GENERAL CONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOR ALL

DIMENSIONS (INCLUDING ROUGH OPENINGS) AND CONDITIONS ON THE JOB AND MUST NOTIFY

THIS OFFICE OF ANY VARIATIONS FROM THESE DRAWINGS.

THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND PROPER FUNCTION OF

PLUMBING, HVAC AND ELECTRICAL SYSTEMS. THE GENERAL CONTRACTOR SHALL NOTIFY THIS

OFFICE WITH ANY PLAN CHANGES REQUIRED FOR DESIGN AND FUNCTION OF PLUMBING, HVAC

AND ELECTRICAL SYSTEMS.

THIS OFFICE SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, ACTS OR

OMISSIONS OF THE CONTRACTOR OR SUBCONTRACTOR, OR FAILURE OF ANY OF THEM TO

CARRY OUT WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. AND DEFECT

DISCOVERED IN THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF

THIS OFFICE BY WRITTEN NOTICE BEFORE PROCEEDING WITH WORK. REASONABLE TIME NOT

ALLOWED THIS OFFICE TO CORRECT THE DEFECT SHALL PLACE THE BURDEN OF COST AND

LIABILITY FROM SUCH DEFECT UPON THE CONTRACTOR.

DESIGN CRITERIA: 2006 IRC AND IBC

ROOF: 50 PSF SNOW LOAD

*8 PSF TOP CHORD DL.

*7 PSF BOTTOM CHORD DL.

*5 PSF NET WIND UPLIFT.

FLOOR: 40 PSF LL.

*10 PSF TOP CHORD DL.

*5 PSF BOTTOM CHORD DL.

SOIL: *2,000 PSF ALLOWABLE (ASSUMED). TO BE AT TIME OF EXCAVATION

FROST DEPTH: *2'-0"

SEISMIC ZONE: C,

WIND: 90 MPH (90 MPH 3 SEC GUST), EXPOSURE C.

THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND LOADS UNTIL THE ROOF, FLOOR

AND WALLS HAVE BEEN PERMANENTLY FRAMED TOGETHER AND SHEATHED.

INSTALL POLYISOCYANURATE FOAM TYPE INSULATION AT FLOOR AND PLATE LINES, OPENINGS IN

PLATES, CORNER STUD CAVITIES AND AROUND DOOR AND WINDOW ROUGH OPENING CAVITIES.

INSTALL WATERPROOF GYPSUM BOARD AT ALL WATER SPLASH AREAS TO MINIMUM 70" ABOVE

SHOWER DRAINS.

INSULATE WASTE LINES FOR SOUND CONTROL.

EXHAUST ALL VENTS AND FANS DIRECTLY TO OUTSIDE VIA METAL DUCTS, PROVIDE 90 CFM (MIN)

FANS TO PROVIDE 5 AIR CHANGES PER HOUR IN BATHS CONTAINING TUB AND / OR SHOWER AND

IN LAUNDRY ROOMS.

ALL RECESSED LIGHTS IN INSULATED CEILINGS TO HAVE THE I.C. LABEL.

PROVIDE SOLID BLOCKING UNDER ALL BEARING WALLS PERPENDICULAR TO JOISTS AND OTHER

BEARING POINTS NOT OTHERWISE PROVIDED WITH SUPPORT.

HOME OWNER: HOME OWNER:

PROJECTPROJECT ADDRESS:ADDRESS: ,

LEGAL ADDRESSLEGAL ADDRESS: Legal Description Here

FIRE DISTRICT: FIRE DISTRICT: Fire District Here

WATER DISTRICT: WATER DISTRICT: Water District Here

STORM WATER#: STORM WATER#: _________________

BLDG PERMIT#: BLDG PERMIT#: _________________

BUILDING BUILDING FLOOR 1: SQ. FT.

AREA:AREA: FLOOR 2: SQ. FT.

FOUNDATION: SQ. FT.

GARAGE: SQ. FT.

TOTAL:TOTAL: SQ. FT.SQ. FT.

DECKS SQ. FT.

LIVABLE AREA:LIVABLE AREA: SQ. FTSQ. FT.

PROJECT STATISTICS:PROJECT STATISTICS:LOT SIZE: SF

ANTICIPATED DISTURBED AREA: SQ. FT.

BUILDING ENVELOPE: SQ. FT.

ROOF AREA: SQ. FT.

FRONT HEIGHT AT RIDGE: FT.

REAR HEIGHT AT RIDGE: FT.

SOIL TYPE: SHALLOW AND MODERATELY DEEP, WELL-DRAINED

SOIL FORMED IN MATERIAL WEATHERED FROM

BASALT

THAT HAS A SMALL AMOUNT OF LOESS IN THE

UPPER

PART OF THE PROFILE. THE PERMEABILITY IS

ESTIMATED

TO BE MODERATE.

SOIL DENSITY: *2,000 PSF ALLOWABLE (ASSUMED). TO BE

DETERMINED AT TIME OF EXCAVATION.

FROST DEPTH: *2'-0"

SEISMIC ZONE: C,

WIND: 90 MPH (90 MPH 3 SEC GUST), EXPOSURE

C.

SITE PLAN NOTES:SITE PLAN NOTES:

1. SITE SURVEY TO BE COMPLETED TO VERIFY PIN LOCATIONS AND

HOME LOCATION PRIOR TO EXCAVATION.

2. CALL BEFORE YOU DIG: 800.428.4950