UP

UP

GFI

S

DN

DN

1394 SFGarage Area

1394 SFMain Floor Area

88° 03' 47"1354.18'

S E

1° 3

2' 5

7 "13

17. 4

5'N

E

87° 56' 18"1357.98'

N W

1° 2

3' 0

7"13

20.4

4'N

E

60' F

ront

yard

Set

back

25' Sideyard Setback

25' Sideyard Setback

30' R

eary

ard

Setb

ack

520' - 0" from Foundation Corner to Property Line

82' -

0" f

rom

Fou

ndat

ion

Cor

ner t

o Pr

oper

ty L

ine

25' Wide Road with 3/4" dia. x 6" Deep Gravel

Proposed Residence

Well

Septic and LeachField

Incoming MainPowerline

Propane Gas Lineto House

Propane Tank

Water Line toHouse

NOT FOR

CONSTRUCTIO

N

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A0Construction Documentation

-- - -

A0

Working North

Overall Window ScheduleTypeMark Type Width Height Count

A Fixed 20" x 42" 1' - 8" 3' - 6" 1B Awning 28" x 24" 2' - 4" 2' - 0" 1C Fixed 60" x 24" 5' - 0" 2' - 0" 1D Fixed 60" x 48" 5' - 0" 4' - 0" 2E Casement 28" x 48" 2' - 4" 4' - 0" 3F Casement 12" x 42" 1' - 0" 3' - 6" 2G Fixed 24" x 24" 2' - 0" 2' - 0" 4H Fixed 54" x 24" 4' - 6" 2' - 0" 1J Casement 24" x 48" 2' - 0" 4' - 0" 1K Awning 24" x 24" 2' - 0" 2' - 0" 5L Fixed 36" x 24" 3' - 0" 2' - 0" 2M Fixed 48" x 44" 4' - 0" 3' - 8" 3N Casement 24" x 44" 2' - 0" 3' - 8" 5P Casement 28" x 44" 2' - 4" 3' - 8" 1Q Fixed 28" x 44" 2' - 4" 3' - 8" 2Grand total: 34

Overall Door ScheduleConstruction Type Width Height Count

10' x 8' OverheadGarage Door

10' -0"

8' - 0" 2

2468 2' - 4" 6' - 8" 12668 2' - 6" 6' - 8" 63068 3' - 0" 6' - 8" 33068 Glass 3' - 0" 6' - 8" 15068 Bifold 5' - 0" 6' - 8" 26068 Slider 6' - 0" 6' - 8" 1Grand total: 16

pfecontact

Owner---

----

pfecontact

Designer---

----

Area ScheduleName Area

Garage Area 1394 SFMain Floor Area 1394 SFGrand total: 2 2787 SF

Drawing ListNo. Name

A0 CoverSP1 Site Grading PlanA1 Garage Floor PlanA2 Main Floor PlanA3 Roof PlanA4 Reflected Ceiling PlansA6 North and South ElevationsA7 East and West ElevationsA8 Building SectionsA9 Building Sections

A10 Building SectionsA11 Building SectionsA12 DetailsA13 DetailsA14 Wall SectionsE1 Conceptual Electrial Plans

1/8" = 1'-0"1 Garage Area Plan

1/8" = 1'-0"2 Main Floor Area Plan Working North

1" = 80'-0"4 Overall Site Plan True North

Working North

pfecontact

Structural Engineer---

----

NOT FOR CONSTRUCTIO

N

UP

UP

A71

A6

A7

A6

1

2

2

23' - 6" 8" 23' - 6"

33' -

8 1

/2"

3' -

6"

10' x 8' OverheadGarage Door

1A10

3068

Storage

Garage

10' x 8' OverheadGarage Door

3068

6' - 8 1/2" 17' - 5 1/2" 7' - 6"

11' -

9 3

/8" T

o C

ente

r of C

olum

n3'

- 8"

2' -

8"18

' - 1

0 1/

2"

Con

tract

or to

slo

pe c

oncr

ete

slab

1/4

" / 1

'-0" t

o do

or

8"

1/2" Framing Gap

3 1/2" 14' - 6 1/2" 5 1/2" 7' - 1 1/2" 3 1/2" 6' - 1 1/2" 3 1/2" 3' - 1" 3 1/2" 13' - 5 1/2" 3 1/2"

1/2" Framing Gap

8"

R @T =

6 3/4"1711"

1A8

2A8

1A9

2A9

2A10

1A11

2A11

R @T =

6 13/16"2011"

5' - 11" 10' - 1" 15' - 7 1/2" To Center of Column 15' - 7 1/2" To Center of Columns

12' -

0"

3' -

0" T

read

Wid

th M

in.

3A14

2A14

Con

tract

or to

slo

pe c

oncr

ete

slab

1/4

" / 1

'-0" a

way

from

doo

r

L

C

B

L

26683' -

11" C

lear

Min

.

3' - 0" Tread Width Min.

3' -

0"13

' - 9

" Len

gth

of S

tair

Run

3' - 8" Length of Stair Run

3' - 0"

3' -

0"8'

- 3"

Len

gth

of S

tair

Run

6' - 5" Length of Stair Run 3' - 0"

31' - 8" Width of Concrete Apron

20' -

0" L

engt

h of

Con

c. A

pron

3 1/

2"

3' -

1"3

1/2"

11' -

10

1/2"

3 1/

2"

8"

1/2"

Fra

min

g G

ap 3 1/

2"35

' - 9

"5

1/2"

1A14

Stairs

37' -

2 1

/2"

16' - 0"

31' - 8"

25' -

2 1

/2"

8' -

0"

47' - 8"

5' -

0" C

ount

erfo

rt Le

ngth

Min

.

NOT FOR

CONSTRUCTIO

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A1Construction Documentation

-- - -

A1Garage Floor Window Schedule

Type Mark Type Sill Height Head Height Comments

B Awning 28" x 24" 6' - 0" 8' - 0"C Fixed 60" x 24" 4' - 8" 6' - 8"L Fixed 36" x 24" 6' - 0" 8' - 0"L Fixed 36" x 24" 4' - 8" 6' - 8"Grand total: 4

Garage Floor Door ScheduleConstruction Type Type Width Height Comments

10' x 8' Overhead Garage Door 10' x 8' 10' - 0" 8' - 0"10' x 8' Overhead Garage Door 10' x 8' 10' - 0" 8' - 0"3068 36" x 80" 3' - 0" 6' - 8"Grand total: 3

Working North

1/4" = 1'-0"1 Garage Floor Plan2 Exterior - Looking NE

3 Exterior - Looking NW

NOT FOR CONSTRUCTIO

N

REF.

DN

DN

DW

A71

A6

A7

A6

1

2

2

3068

6068 Slider

2468

1A10

3068 Glass

37' -

2 1

/2"

8' -

0"

16' - 0" 31' - 8"

11' -

11

1/2"

25' -

3"

8' -

0"

47' - 8"

5 1/2" 7' - 0" 3 1/2" 3' - 2 1/2" 6' - 3 1/2" 3 1/2" 15' - 4 1/2" 3 1/2" 5' - 6" 3 1/2" 8' - 2 1/2"

5 1/2"

5 1/

2"24

' - 0

"3

1/2"

2' -

1"3

1/2"

9' -

7 1/

2"5

1/2"

47' - 8"

37' -

2 1

/2"

5 1/

2"12

' - 0

"3

1/2"

3' -

4 1/

2"2'

- 1"

3 1/

2"6'

- 3"

5 1/

2"

5 1/

2"12

' - 0

"

3 1/

2"

8' -

6 1/

2"3

1/2"

3' -

2"5

1/2"

2668

2668

2668

2668

2668

5068 Bifold

BedroomCarpet

BathroomTile

Master ClosetCarpet

Master BathTile

Lav.Tile

Master BedroomCarpetLiving Room

Wood

ClosetCarpet

36" Shwr.

5 1/

2"13

' - 7

1/2

"3

1/2"

Dashed line indicateswall below

5 1/2" 10' - 9"

42" C

ount

erto

p25

" Cou

nter

top

36" V

B.

18" M

in.

3 1/2" 5' - 6" 3 1/2" 2' - 0" 3 1/2" 5' - 11" 5 1/2"W/D

48" VB.

2650Tub

5' -

6 1/

2"6'

- 5

1/2"

8' -

2 1/

2"9'

- 8"

3' -

2"4'

- 2"

2' - 0" 19' - 5" 3' - 5 1/2" 3' - 3" 3' - 3" 5' - 10 1/2" 7' - 0" 3' - 5"

3' - 0" 3' - 0" 3' - 0" 6' - 0" 6' - 0" 3' - 0" 3' - 0" 4' - 7 1/2"

3' - 7" 3' - 8" 6' - 9" 2' - 0"

1' - 0" To Center of Post

8' - 7" To Center of Post

To Center of Post

11' - 7" 10' - 1" To Center of Post

3' -

7"3'

- 8"

10' -

11

1/2"

1' -

4"1'

- 4"

14' -

6"

1' -

10"

5068 Bifold

Coat Clo.Cpt.

16" Bench

28 1

/2"

1A8

2A8

South DeckWood

North DeckWood

1A9

2A9

R @T =

6 3/4"1711"

2A10

1A11

2A11

R @T =

6 13/16"2011"

11' -

9 3

/8" T

o C

ente

r of P

ost

3A14

2A14

DiningWood

KitchenWood

WoodCpt.

WoodTile

Cpt.

Tile

Wood Cpt.

Tile.Cpt.

G K

Q

P

M

NMNNN

ED E

D

E

A

N

Q K G JH

1A14

M

F

F

NOT FOR

CONSTRUCTIO

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A2Construction Documentation

-- - -

A2

1/4" = 1'-0"1 Main Floor Plan True North2 Exterior - Looking SE

3 Exterior - Looking SW

Main Floor Door ScheduleConstruction Type Type Width Height

2468 28" x 80" 2' - 4" 6' - 8"2668 30" x 80" 2' - 6" 6' - 8"2668 30" x 80" 2' - 6" 6' - 8"2668 30" x 80" 2' - 6" 6' - 8"2668 30" x 80" 2' - 6" 6' - 8"2668 30" x 80" 2' - 6" 6' - 8"3068 36" x 80" 3' - 0" 6' - 8"3068 Glass 36" x 80" 3' - 0" 6' - 8"5068 Bifold 60" x 80" 5' - 0" 6' - 8"5068 Bifold 60" x 80" 5' - 0" 6' - 8"6068 Slider 72" x 80" 6' - 0" 6' - 8"Grand total: 11

Main Floor Window Schedule

Type Mark Type Sill Height Head HeightComment

s

K Awning 24" x 24" 10' - 0" 12' - 0"K Awning 24" x 24" 4' - 8" 6' - 8"M Fixed 48" x 44" 3' - 0" 6' - 8"M Fixed 48" x 44" 3' - 0" 6' - 8"M Fixed 48" x 44" 3' - 0" 6' - 8"N Casement 24" x 44" 3' - 0" 6' - 8"N Casement 24" x 44" 3' - 0" 6' - 8"N Casement 24" x 44" 3' - 0" 6' - 8"N Casement 24" x 44" 3' - 0" 6' - 8"N Casement 24" x 44" 3' - 0" 6' - 8"P Casement 28" x 44" 3' - 0" 6' - 8"Q Fixed 28" x 44" 3' - 0" 6' - 8"Q Fixed 28" x 44" 3' - 0" 6' - 8"Grand total: 30

Main Floor Window Schedule

Type Mark Type Sill Height Head HeightComment

s

A Fixed 20" x 42" 3' - 2" 6' - 8"D Fixed 60" x 48" 2' - 8" 6' - 8"D Fixed 60" x 48" 2' - 8" 6' - 8"E Casement 28" x 48" 2' - 8" 6' - 8"E Casement 28" x 48" 2' - 8" 6' - 8"E Casement 28" x 48" 2' - 8" 6' - 8"F Casement 12" x 42" 3' - 2" 6' - 8"F Casement 12" x 42" 3' - 2" 6' - 8"G Fixed 24" x 24" 10' - 0" 12' - 0"G Fixed 24" x 24" 10' - 0" 12' - 0"G Fixed 24" x 24" 4' - 8" 6' - 8"G Fixed 24" x 24" 4' - 8" 6' - 8"H Fixed 54" x 24" 4' - 8" 6' - 8"J Casement 24" x 48" 2' - 8" 6' - 8"K Awning 24" x 24" 10' - 0" 12' - 0"K Awning 24" x 24" 10' - 0" 12' - 0"K Awning 24" x 24" 4' - 8" 6' - 8"

NOT FOR CONSTRUCTIO

N

DN

A71

A6

A7

A6

1

2

2

1A10

1A8

2A8

1A9

2A9

2A10

1A11

2A11

3" / 1'-0"

3" /

1'-0

"

1' - 0" Overhang

1' -

0" O

verh

ang

1' - 0" Overhang

1' -

0" O

verh

ang

1' - 0" Overhang

1' -

0" O

verh

ang

Dashed line indicatesexterior framing below

Dashed line indicatesexterior framing below

Dashed line indicatesexterior framing below

Dashed line indicatesexterior framing below

3A14

2A14

1' -

0" O

verh

ang

1' - 0" Overhang

1' - 0" Overhang

1' -

0" O

verh

ang

1A14

SwampCooler

NOT FOR

CONSTRUCTIO

N

John

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Inc.

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A3Construction Documentation

-- - -

A3

1/4" = 1'-0"1 Roof Plan True North2 Axonometric - Northeast - Cropped

3 Axonometric - Northwest - Cropped

4 Axonometric - Southeast - Cropped

5 Axonometric - Southwest - Cropped

NOT FOR CONSTRUCTIO

N

S

3" /

1'-0

"

3" /

1'-0

"

[No Slope]

[No Slope]

3" /

1'-0

"3" /

1'-0

"

108' - 0 1/2"

108' - 0 1/2"

108' - 0 1/2"

98' - 10 3/4"

98' - 10 3/4"

NOT FOR

CONSTRUCTIO

N

John

Doe

Inc.

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dent

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A4Construction Documentation

-- - -

A4

NOTE: All heights are measured from the top ofstructural subfloor to the finished height of thegypsum ceilings

NOTE: All heights are measured from the top ofstructural subfloor to the finished height of thegypsum ceilings

1/4" = 1'-0"1 Main Floor - Reflected Ceiling Plan 1/4" = 1'-0"2 Garage - Reflected Ceiling Plan True NorthTrue North

NOT FOR CONSTRUCTIO

N

Main T.O. Subfloor100' - 0"

Main T.O. Subfloor100' - 0"

Main T.O. Plate A108' - 1 1/8"

Main T.O. Plate A108' - 1 1/8"

T.O. Garage Wall98' - 9 7/8"

T.O. Garage Wall98' - 9 7/8"

B.O. North Fndn.89' - 9 7/8"

B.O. North Fndn.89' - 9 7/8"

Main T.O. Plate B114' - 3 3/8"

Main T.O. Plate B114' - 3 3/8"

1A8

2A8

1A9

2A9

8"9'

- 0"

1' -

2 1/

8"8'

- 1

1/8"

6' -

2 1/

4"

8"9'

- 0"

1' -

2 1/

8"8'

- 1

1/8"

6' -

2 1/

4"

3068

2A14

K G

J

H G KQ

12" Standing Seam Steel Roof - Type and Color by Owner

Three coat stucco assembly - Type and Color by Owner

Prefinished Aluminum Fascia - Type and Color by Owner

Prefinished Aluminum Fascia - Type and Color by Owner3" /

1'-0

"

3"

1'-0"

B.O. North Footing89' - 1 7/8"

B.O. North Footing89' - 1 7/8"

SwampCooler

Prefinished Aluminum Gutter - Type and Color by Owner

Prefinished Aluminum Gutter - Type and Color by Owner

ExteriorLight

Main T.O. Subfloor100' - 0"

Main T.O. Subfloor100' - 0"

Main T.O. Plate A108' - 1 1/8"

Main T.O. Plate A108' - 1 1/8"

T.O. Garage Wall98' - 9 7/8"

T.O. Garage Wall98' - 9 7/8"

B.O. North Fndn.89' - 9 7/8"

B.O. North Fndn.89' - 9 7/8"

B.O. South Fndn.86' - 3 7/8"

B.O. South Footing85' - 7 7/8"

B.O. South Footing85' - 7 7/8"

Main T.O. Plate B114' - 3 3/8"

Main T.O. Plate B114' - 3 3/8"

1A8

T.O. Column Piers89' - 5 7/8"

2A8

1A9

2A9

6' -

2 1/

4"8'

- 1

1/8"

1' -

2 1/

8"9'

- 0"

3' -

6"8"

6' -

2 1/

4"8'

- 1

1/8"

1' -

2 1/

8"9'

- 0"

4"3'

- 10

"1'

- 0"

3068 Glass

10' x 8' OverheadGarage Door

10' x 8' OverheadGarage Door

3"

1'-0"

3A14

K G K G K

N N N M NEED

C

Prefinished Aluminum Fascia - Type and Color by Owner

Three coat stucco assembly - Type and Color by Owner

Prefinished Aluminum Fascia - Type and Color by Owner

M

B.O. Column Footing84' - 7 7/8"

ExteriorLight

ExteriorLight

ExteriorLight

ExteriorLight

ExteriorLight

ExteriorLight

Prefinished Aluminum Gutter - Type and Color by Owner

NOT FOR

CONSTRUCTIO

N

John

Doe

Inc.

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A6Construction Documentation

-- - -

A6

1/4" = 1'-0"1 North

1/4" = 1'-0"2 South

NOT FOR CONSTRUCTIO

N

Main T.O. Subfloor100' - 0"

Main T.O. Subfloor100' - 0"

Main T.O. Plate A108' - 1 1/8"

Main T.O. Plate A108' - 1 1/8"

T.O. Garage Wall98' - 9 7/8"

T.O. Garage Wall98' - 9 7/8"

B.O. North Fndn.89' - 9 7/8"

B.O. North Fndn.89' - 9 7/8"

1A10

B.O. South Fndn.86' - 3 7/8"

B.O. South Footing85' - 7 7/8"

Main T.O. Plate B114' - 3 3/8"

Main T.O. Plate B114' - 3 3/8"

2A10

1A11

2A11

6' -

2 1/

4"8'

- 1

1/8"

1' -

2 1/

8"9'

- 0"

3' -

6"8"

6' -

2 1/

4"8'

- 1

1/8"

1' -

2 1/

8"9'

- 0"

8"

6068 Slider

M P Q

L B

Prefinished Aluminum Fascia - Type and Color by Owner

Prefinished Aluminum Soffit - Type and Color By owner

Three coat stucco assembly - Type and Color by Owner

Three coat stucco assembly - Type and Color by Owner

Prefinished Aluminum Fascia - Type and Color by Owner

3"

1'-0"

B.O. North Footing89' - 1 7/8"

SwampCooler

Prefinished Aluminum Gutter - Type and Color by Owner

Wall vent by owner forroof ventilation Wall vent by owner for

roof ventilation

ExteriorLight

ExteriorLight

Main T.O. Subfloor100' - 0"

Main T.O. Subfloor100' - 0"

Main T.O. Plate A108' - 1 1/8"

Main T.O. Plate A108' - 1 1/8"

T.O. Garage Wall98' - 9 7/8"

T.O. Garage Wall98' - 9 7/8"

B.O. North Fndn.89' - 9 7/8" B.O. North Fndn.

89' - 9 7/8"

1A10

B.O. South Fndn.86' - 3 7/8"

Main T.O. Plate B114' - 3 3/8"

Main T.O. Plate B114' - 3 3/8"

2A10

1A11

2A11

3" /

1'-0

"

6' -

2 1/

4"8'

- 1

1/8"

1' -

2 1/

8"9'

- 0"

8"

6' -

2 1/

4"8'

- 1

1/8"

1' -

2 1/

8"9'

- 0"

3' -

6"

N A E D

L

3"

1'-0"12" Standing Seam Steel Roof - Type and Color by Owner

Prefinished Aluminum Fascia - Type and Color by Owner

Three coat stucco assembly - Type and Color by Owner

Prefinished Aluminum Fascia - Type and Color by Owner

Three coat stucco assembly - Type and Color by Owner

1A14

B.O. North Footing89' - 1 7/8"

ExteriorLight

Prefinished Aluminum Gutter - Type and Color by Owner

NOT FOR

CONSTRUCTIO

N

John

Doe

Inc.

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A7Construction Documentation

-- - -

A7

1/4" = 1'-0"1 East

1/4" = 1'-0"2 West

NOT FOR CONSTRUCTIO

N

Main T.O. Subfloor100' - 0"

Main T.O. Subfloor100' - 0"

Main T.O. Plate A108' - 1 1/8"

Main T.O. Plate A108' - 1 1/8"

T.O. Garage Wall98' - 9 7/8"

T.O. Garage Wall98' - 9 7/8"

B.O. North Fndn.89' - 9 7/8" B.O. North Fndn.

89' - 9 7/8"

1A10

B.O. South Fndn.86' - 3 7/8"

B.O. South Footing85' - 7 7/8"

Main T.O. Plate B114' - 3 3/8"

Main T.O. Plate B114' - 3 3/8"

6' -

2 1/

4"8'

- 1

1/8"

1' -

2 1/

8"9'

- 0"

8"

6' -

2 1/

4"8'

- 1

1/8"

1' -

2 1/

8"9'

- 0"

3' -

6"8"

Bedroom Closet

Storage4" Conc. Slab on Grade,

Reinforced w/ 6x4 W1.4 x W1.4WWF @ Mid-Depth. Provide

Construction Joints @ 12' MaxO.C.

3" /

1'-0

"

2A10

1A11

2A11

6068 Slider

3068 3068

3"

1'-0"

Pre-engineered Truses @ 24" O.C. (by others)

1 3/4" x 11-7/8" TJI Joists @ 16" O.C.

R19 High density fiberglass battinsulation in 2x6 exterior wood framedwall cavities typical throughout. Interiorof 2x6 walls to be covered with 1/2"gypsum board over vapor barriertypical throughout.

8" Wide Concrete Stemwall (seeschedule for Vert. & Horiz. Steel )

R19 High density fiberglass battinsulation in 2x6 exterior wood framed

wall cavities typical throughout.Interior of 2x6 walls to be covered with1/2" gypsum board over vapor barrier

typical throughout.

8" Wide Concrete Stemwall (seeschedule for Vert. & Horiz. Steel )

2x4 Interior wood framed wallwith 1/2" gypsum wallboardon both sides. Typical through-outinterior.

B.O. North Footing89' - 1 7/8"

A122

A121

Sim

A123

Sim

Slope grade away fromfoundation 6 inches perevery 10 feet in length

1' -

0" T

all C

onc.

Wal

l

3"

Kitchen Dining

Main T.O. Subfloor100' - 0"

Main T.O. Subfloor100' - 0"

Main T.O. Plate A108' - 1 1/8"

Main T.O. Plate A108' - 1 1/8"

T.O. Garage Wall98' - 9 7/8"

T.O. Garage Wall98' - 9 7/8"

B.O. North Fndn.89' - 9 7/8"

B.O. North Fndn.89' - 9 7/8"

1A10

B.O. South Fndn.86' - 3 7/8"

B.O. South Footing85' - 7 7/8"

Main T.O. Plate B114' - 3 3/8"

Main T.O. Plate B114' - 3 3/8"

6' -

2 1/

4"8'

- 1

1/8"

1' -

2 1/

8"9'

- 0"

8"

6' -

2 1/

4"8'

- 1

1/8"

1' -

2 1/

8"9'

- 0"

3' -

6"8"

Living Room

Garage4" Conc. Slab on Grade, Slopedand Reinforced w/ 6x4 W1.4 x

W1.4 WWF @ Mid-Depth.Provide Construction Joints @ 12'

Max O.C.

South Deck North Deck

2A10

1A11

2A11

6068 Slider 2468 2668

3068 3068

R19 High density fiberglass battinsulation in 2x6 exterior wood framedwall cavities typical throughout. Interiorof 2x6 walls to be covered with 1/2"gypsum board over vapor barriertypical throughout.

R19 High density fiberglassbatt insulation in 2x6 exteriorwood framed wall cavitiestypical throughout

8" Wide Concrete Stemwall (seeschedule for Vert. & Horiz. Steel )

R19 High density fiberglass battinsulation in 2x6 exterior wood framed

wall cavities typical throughout.Interior of 2x6 walls to be covered with1/2" gypsum board over vapor barrier

typical throughout.

8" Wide Concrete Stemwall (seeschedule for Vert. & Horiz. Steel )

1 3/4" x 14" TJI Joists @ 16" O.C.

1 3/4" x 11-7/8" TJI Joists @ 16" O.C.2X10 Presssure Treated Deck Joists @ 16" O.C.

3"

1'-0"

A

B.O. North Footing89' - 1 7/8"

Clear Opening

3' - 1"

SwampCooler

A123

Sim

A121

Sim

A121

Sim

A132

Sim

A124

Sim

Slope grade away fromfoundation 6 inches per

every 10 feet in length

Wall vent by owner forroof ventilation

Wall vent by owner forroof ventilation

A133

Sim

ElectricalPanel

NOT FOR

CONSTRUCTIO

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A8Construction Documentation

-- - -

A8

1/4" = 1'-0"1

Section Through Bedroom, Kitchen, andDining Looking East

1/4" = 1'-0"2 Section Through Living Looking West

3 Interior - Living Looking S

4 Interior - Looking @ Dining

5

Interior - Main Floor Looking From DiningTowards Stairs

NOT FOR CONSTRUCTIO

N

Main T.O. Subfloor100' - 0"

Main T.O. Subfloor100' - 0"

Main T.O. Plate A108' - 1 1/8"

Main T.O. Plate A108' - 1 1/8"

T.O. Garage Wall98' - 9 7/8"

T.O. Garage Wall98' - 9 7/8"

B.O. North Fndn.89' - 9 7/8"

B.O. North Fndn.89' - 9 7/8"

1A10

B.O. South Fndn.86' - 3 7/8"

B.O. South Footing85' - 7 7/8"

Main T.O. Plate B114' - 3 3/8"

Main T.O. Plate B114' - 3 3/8"

T.O. Column Piers89' - 5 7/8"

6' -

2 1/

4"8'

- 1

1/8"

1' -

2 1/

8"9'

- 0"

8"

6' -

2 1/

4"8'

- 1

1/8"

1' -

2 1/

8"9'

- 0"

4"3'

- 2"

8"

1' -

0"

Living Room

Garage4" Conc. Slab on Grade, Slopedand Reinforced w/ 6x4 W1.4 x

W1.4 WWF @ Mid-Depth.Provide Construction Joints @ 12'

Max O.C.

South DeckNorth Deck

3"

1'-0"

2A10

1A11

2A11

2668

A142

1 3/4" x 14" TJI Joists @ 16" O.C.

1 3/4" x 11-7/8" TJI Joists @ 16" O.C.

R19 High density fiberglass battinsulation in 2x6 exterior wood framedwall cavities typical throughout. Interiorof 2x6 walls to be covered with 1/2"gypsum board over vapor barriertypical throughout.

8" Wide Concrete Stemwall (seeschedule for Vert. & Horiz. Steel )

R19 High density fiberglass battinsulation in 2x6 exterior wood framed

wall cavities typical throughout.Interior of 2x6 walls to be covered with1/2" gypsum board over vapor barrier

typical throughout.

2x4 Interior wood framed wallwith 1/2" gypsum wallboardon both sides. Typical through-outinterior.

8" Wide Concrete Stemwall (seeschedule for Vert. & Horiz. Steel )

2X12 Presssure Treated Deck Joists @ 16" O.C.

B L

B.O. North Footing89' - 1 7/8"

Ripp 2x12s to Slope 1/4" / 1'-0"

B.O. Column Footing84' - 7 7/8"

A121

Sim

A132

Sim

A121

Sim

A122

SimA124

Sim

Slope grade away fromfoundation 6 inches perevery 10 feet in length

A133

Sim

8' - 7" Clear Framing Opening

11 1/8" Cantilever of Floor Box Here

7' -

1 3/

8" H

eadr

oom

Min

.

Main T.O. Subfloor100' - 0"

Main T.O. Subfloor100' - 0"

Main T.O. Plate A108' - 1 1/8"

Main T.O. Plate A108' - 1 1/8"

T.O. Garage Wall98' - 9 7/8"

T.O. Garage Wall98' - 9 7/8"

B.O. North Fndn.89' - 9 7/8"

B.O. North Fndn.89' - 9 7/8"

1A10

B.O. South Fndn.86' - 3 7/8"

B.O. South Footing85' - 7 7/8"

Main T.O. Plate B114' - 3 3/8"

Main T.O. Plate B114' - 3 3/8"

T.O. Column Piers89' - 5 7/8"

6' -

2 1/

4"8'

- 1

1/8"

1' -

2 1/

8"9'

- 0"

8"

6' -

2 1/

4"8'

- 1

1/8"

1' -

2 1/

8"9'

- 0"

4"3'

- 2"

8"

1' -

0"

Garage4" Conc. Slab on Grade, Slopedand Reinforced w/ 6x4 W1.4 x

W1.4 WWF @ Mid-Depth.Provide Construction Joints @ 12'

Max O.C.

South DeckNorth Deck

Master BedroomMaster Bath

Lav.

2A10

1A11

2A11

1 3/4" x 14" TJI Joists @ 16" O.C.

1 3/4" x 11-7/8" TJI Joists @ 16" O.C.

Q P M

LB

R19 High density fiberglass battinsulation in 2x6 exterior wood framedwall cavities typical throughout. Interiorof 2x6 walls to be covered with 1/2"gypsum board over vapor barriertypical throughout.

8" Wide Concrete Stemwall (seeschedule for Vert. & Horiz. Steel )

R19 High density fiberglass battinsulation in 2x6 exterior wood framed

wall cavities typical throughout.Interior of 2x6 walls to be covered with1/2" gypsum board over vapor barrier

typical throughout.

2x4 Interior wood framed wallwith 1/2" gypsum wallboardon both sides. Typical through-outinterior.

8" Wide Concrete Stemwall (seeschedule for Vert. & Horiz. Steel )

2X10 Presssure Treated Deck Joists @ 16" O.C.

B.O. North Footing89' - 1 7/8"

B.O. Column Footing84' - 7 7/8"

A132

A121

A121

Sim

A124

A133

3"

1'-0"

NOT FOR

CONSTRUCTIO

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A9Construction Documentation

-- - -

A9

1/4" = 1'-0"1 Section Through Living Looking East

1/4" = 1'-0"2

Section Through Lavatory, Master Bath, andMaster Bedroom Looking East4

Interior - Looking from Master BedromLooking SE

3 Interior - Looking @ Living from Top of Stairs

NOT FOR CONSTRUCTIO

N

Main T.O. Subfloor100' - 0"

Main T.O. Subfloor100' - 0"

Main T.O. Plate A108' - 1 1/8"

Main T.O. Plate A108' - 1 1/8"

T.O. Garage Wall98' - 9 7/8"

T.O. Garage Wall98' - 9 7/8"

B.O. North Fndn.89' - 9 7/8"

B.O. North Fndn.89' - 9 7/8"

Main T.O. Plate B114' - 3 3/8"

Main T.O. Plate B114' - 3 3/8"

1A8

2A8

1A9

2A9

6' -

2 1/

4"8'

- 1

1/8"

1' -

2 1/

8"9'

- 0"

8"

6' -

2 1/

4"8'

- 1

1/8"

1' -

2 1/

8"9'

- 0"

8"

Bedroom Bathroom Master Closet

Lav.

Living Room

Storage4" Conc. Slab on Grade,

Reinforced w/ 6x4 W1.4 x W1.4WWF @ Mid-Depth. Provide

Construction Joints @ 12' MaxO.C.

Garage4" Conc. Slab on Grade, Slopedand Reinforced w/ 6x4 W1.4 x

W1.4 WWF @ Mid-Depth.Provide Construction Joints @ 12'

Max O.C.

3"

1'-0"

3068

2A14

QK G H

J

G K

R19 High density fiberglass battinsulation in 2x6 exterior wood framedwall cavities typical throughout. Interiorof 2x6 walls to be covered with 1/2"gypsum board over vapor barriertypical throughout.

1 3/4" x 11-7/8" TJI Joists @ 16" O.C.

Pre-engineered Truses@ 24" O.C. (by others)

1 3/4" x 11-7/8" TJI Joists @ 16" O.C.

1 3/4" x 14" TJI Joists @ 16" O.C.

A141

2x4 Interior wood framed wallwith 1/2" gypsum wallboard

on both sides. Typical through-outinterior.

B.O. North Footing89' - 1 7/8"

B.O. North Footing89' - 1 7/8"

9' - 6" Clear Framing Opening

8" Wide Concrete Stemwall (seeschedule for Vert. & Horiz. Steel )

8" Wide Concrete Stemwall (seeschedule for Vert. & Horiz. Steel )

R19 High density fiberglass battinsulation in 2x6 exterior wood framed

wall cavities typical throughout.Interior of 2x6 walls to be covered with1/2" gypsum board over vapor barrier

typical throughout.

SwampCooler

A131

A123

Sim

A123

SimA12

3Sim

A123

Sim

Slope grade away fromfoundation 6 inches perevery 10 feet in length

Wall vent by owner forroof ventilation

Main T.O. Subfloor100' - 0"

Main T.O. Subfloor100' - 0"

Main T.O. Plate A108' - 1 1/8"

Main T.O. Plate A108' - 1 1/8"

T.O. Garage Wall98' - 9 7/8"

T.O. Garage Wall98' - 9 7/8"

B.O. North Fndn.89' - 9 7/8"

B.O. North Fndn.89' - 9 7/8"

B.O. South Fndn.86' - 3 7/8"

B.O. South Fndn.86' - 3 7/8"

B.O. South Footing85' - 7 7/8"

B.O. South Footing85' - 7 7/8"

Main T.O. Plate B114' - 3 3/8"

Main T.O. Plate B114' - 3 3/8"

1A8

2A8

1A9

2A9

6' -

2 1/

4"8'

- 1

1/8"

1' -

2 1/

8"9'

- 0"

3' -

6"8"

6' -

2 1/

4"8'

- 1

1/8"

1' -

2 1/

8"9'

- 0"

3' -

6"8"

Living Room

Storage4" Conc. Slab on Grade,

Reinforced w/ 6x4 W1.4 x W1.4WWF @ Mid-Depth. Provide

Construction Joints @ 12' MaxO.C.

Garage4" Conc. Slab on Grade, Slopedand Reinforced w/ 6x4 W1.4 x

W1.4 WWF @ Mid-Depth.Provide Construction Joints @ 12'

Max O.C.

3"

1'-0"

Master Bedroom266830685068 Bifold

2A14

R19 High density fiberglass battinsulation in 2x6 exterior wood framedwall cavities typical throughout. Interiorof 2x6 walls to be covered with 1/2"gypsum board over vapor barriertypical throughout.

8" Wide Concrete Stemwall (seeschedule for Vert. & Horiz. Steel )

1 3/4" x 11-7/8" TJI Joists @ 16" O.C.

Pre-engineered Truses@ 24" O.C. (by others)

1 3/4" x 14" TJI Joists @ 16" O.C.

G H

J

2x4 Interior wood framed wallwith 1/2" gypsum wallboard

on both sides. Typical through-outinterior.

R19 High density fiberglass battinsulation in 2x6 exterior wood framed

wall cavities typical throughout.Interior of 2x6 walls to be covered with1/2" gypsum board over vapor barrier

typical throughout.

8" Wide Concrete Stemwall (seeschedule for Vert. & Horiz. Steel )

A123

Sim

A131

Sim

A123

Sim

A123

Sim

A123

Sim

NOT FOR

CONSTRUCTIO

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A10Construction Documentation

-- - -

A10

1/4" = 1'-0"1

Section Through Bedroom, Bathroom,Master Closet, and Lav. Looking North

1/4" = 1'-0"2

Section Through Kitchen, Living, and MasterBedroom Looking North

3 Interior - Main Floor Looking @ Entry

4 Interior - Looking @ Kitchen

NOT FOR CONSTRUCTIO

N

Main T.O. Subfloor100' - 0"

Main T.O. Subfloor100' - 0"

Main T.O. Plate A108' - 1 1/8"

Main T.O. Plate A108' - 1 1/8"

T.O. Garage Wall98' - 9 7/8"

T.O. Garage Wall98' - 9 7/8"

B.O. North Fndn.89' - 9 7/8"

B.O. North Fndn.89' - 9 7/8"

B.O. South Fndn.86' - 3 7/8"

B.O. South Fndn.86' - 3 7/8"

B.O. South Footing85' - 7 7/8"

B.O. South Footing85' - 7 7/8"

Main T.O. Plate B114' - 3 3/8"

Main T.O. Plate B114' - 3 3/8"

1A8

2A8

1A9

2A9

6' -

2 1/

4"8'

- 1

1/8"

1' -

2 1/

8"9'

- 0"

8"2'

- 10

"8"

6' -

2 1/

4"8'

- 1

1/8"

1' -

2 1/

8"9'

- 0"

8"2'

- 10

"8"

Storage4" Conc. Slab on Grade,

Reinforced w/ 6x4 W1.4 x W1.4WWF @ Mid-Depth. Provide

Construction Joints @ 12' MaxO.C.

3"

1'-0"

South Deck

3068 Glass

10' x 8' OverheadGarage Door

10' x 8' OverheadGarage Door

K G K G K

NMNNN

5068 Bifold

Pre-engineered Truses@ 24" O.C. (by others)

1 3/4" x 11-7/8" TJI Joists @ 16" O.C.

R19 High density fiberglass battinsulation in 2x6 exterior wood framedwall cavities typical throughout. Interiorof 2x6 walls to be covered with 1/2"gypsum board over vapor barriertypical throughout.

2X10 Presssure Treated Deck Joists @ 16" O.C.

B.O. North Footing89' - 1 7/8"

B.O. North Footing89' - 1 7/8"

8" Wide Concrete Stemwall (seeschedule for Vert. & Horiz. Steel )

M

A131

Sim

A123

Sim

A122

Sim

Wall vent by owner forroof ventilation

Main T.O. Subfloor100' - 0"

Main T.O. Subfloor100' - 0"

Main T.O. Plate A108' - 1 1/8"

Main T.O. Plate A108' - 1 1/8"

T.O. Garage Wall98' - 9 7/8"

T.O. Garage Wall98' - 9 7/8"

B.O. North Fndn.89' - 9 7/8"

B.O. South Fndn.86' - 3 7/8"

B.O. South Footing85' - 7 7/8"

B.O. South Footing85' - 7 7/8"

1A8

T.O. Column Piers89' - 5 7/8"

2A8

1A9

2A9

Storage4" Conc. Slab on Grade,

Reinforced w/ 6x4 W1.4 x W1.4WWF @ Mid-Depth. Provide

Construction Joints @ 12' MaxO.C.

3"

1'-0"

South Deck

1' -

0"3'

- 10

"9'

- 4"

1' -

2 1/

8"8'

- 1

1/8"

8"3'

- 6"

9' -

0"1'

- 2

1/8"

8' -

1 1/

8"

3A14

Pre-engineered Truses@ 24" O.C. (by others)

1 3/4" x 11-7/8" TJI Joists @ 16" O.C.

R19 High density fiberglass battinsulation in 2x6 exterior wood framed

wall cavities typical throughout.Interior of 2x6 walls to be covered with1/2" gypsum board over vapor barrier

typical throughout.

E E D

C

Dining

2X10 Presssure Treated Deck Joists @ 16" O.C.

B.O. Column Footing84' - 7 7/8"

8" Wide Concrete Stemwall (seeschedule for Vert. & Horiz. Steel )

A131

Sim

A123

A122

Sim

Slope grade away fromfoundation 6 inches perevery 10 feet in length

Wall vent by owner forroof ventilation

NOT FOR

CONSTRUCTIO

N

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A11Construction Documentation

-- - -

A11

1/4" = 1'-0"1

Section Through Dining and South PorchLooking North

1/4" = 1'-0"2

Section Through Dining and South PorchLooking South

3 Exterior - Looking @ Entry

4 Exterior - Looking SE from Deck

NOT FOR CONSTRUCTIO

N

Three coat stucco assembly

Ledgerlok Fasteners (seeframing plan for spacing)

Pressure treated 2x12

Decking by owner

Metal lath substrate

Prefinished stucco beadGalvanized flashingTyvek Stuccowrap

Weatherbarrier

7/16" OSB sheathing min.

Contractor to apply a siliconebead under each fastener

head before installation

Galvanized flashing

Three coat stucco assembly

Tyvek StuccowrapWeatherbarrier

7/16" OSB sheathing min.

Prefinished stucco bead

1/2" Gypsum board

Vapor barrier

3/4" T&G plywoodsheathing

1.35E 1 1/8 x 11-7/8Rim board

5/8"Gypsum board

1/2" Gypsum board

Vapor barrier

R19 High densityfiberglass battinsulation @exterior edge offloor box typicalthroughout

Three coat stucco assembly

Metal lath substrate

Prefinished stucco bead

1/2" Gypsum board

Vapor barrier oninterior-side ofexterior garage wallsin areas that are notbelow grade only

2x6 Treated sill plate

Expansion joint

1/2" x10" anchor at4'-0" O.C. and 1'-0"from each side ofeach corner

4" Concrete slab

Vapor barrier

4 inch gravel layer

Undisturbed soil

Concrete stem wall

Metal weep screed

Tyvek StuccowrapWeatherbarrier

7/16" OSB sheathing min.

Grade away from foundationwalls shall fall a minimum of 6

inches within the first 10 feet

Dampproofing

Rigid insulation overvapor barrier

Sill sealer under alltreated sill platestypical throughout

Three coat stucco assembly

Metal lath substrate

Prefinished stucco bead

1/2" Gypsum board

Vapor barrier oninterior-side ofexterior garage wallsin areas that are notbelow grade only

Expansion joint

4" Concrete slab

Vapor barrier

4 inch gravel layer

Undisturbed soil

Concrete stem wall

Metal weep screed

Dampproofing

Grade away from foundationwalls shall fall a minimum of 6

inches within the first 10 feet

3" S

pace

for m

ovem

ent o

f flo

or s

lab

Drill 3/8" holes inbottom plate and use60d nails

1x6 Base molding

2x4 Treated sill plate

3" Concrete nails

1/2" Framing space

Floor finish by owner

Rigid insulation overvapor barrier

1/2" Gypsum board

Vapor barrier on interior-side ofexterior garage walls in areasthat are not below grade only

Expansion joint

4" Concrete slab

Vapor barrier

4 inch gravel layer

Undisturbed soil

Concrete stem wall

Dampproofing

3" S

pace

for m

ovem

ent o

f flo

or s

lab

Drill 3/8" holes in bottom plateand use 60d nails

2x4 Treated sill plate

3" Concrete nails

1/2" Framing space

Rigid insulation over vaporbarrier

Undisturbed soil

Granular backfill overdampproofing on allexterior concretefoundation wallstypical throughout

4 inch perforateddrain pipe to daylight

NOT FOR

CONSTRUCTIO

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A12Construction Documentation

-- - -

A12

3" = 1'-0"1 Typical Deck Ledgerboard to Stucco Detail 3" = 1'-0"2 Typical Exterior Wall Sill to Foundation Detail

3" = 1'-0"3 Typical Floating Furring Wall Detail 3" = 1'-0"4 Typical Garage Slab to Footing Detail

NOT FOR CONSTRUCTIO

N

5/8"Gypsum board

1/2" Gypsum board

Vapor barrier

Metal roofing to beinstalled permanufacturersinstallation guidelines

30lb asphalt roofingpaper

Grace Ice & WaterShield® self adheringflashing

7/16" OSB sheathingmin.

Gutter apron

Prefinished aluminumgutter

Prefinished aluminumfascia

Vented aluminumsoffit

Vent baffle

Prefinished stuccobead

Three coat stuccoassembly

Tyvek StuccowrapWeatherbarrier

Loose fill insulation blown-in bycontractor to required thickness

as to acheive a minimumR-Value of 38

Line of conceptual airflow

Vapor barrierGutter wedge

3" Airflow space m

in.

5/8"Gypsum board

1/2" Gypsum board

Vapor barrier

Metal roofing to beinstalled permanufacturersinstallation guidelines

30lb asphalt roofingpaper

Grace Ice & WaterShield® self adheringflashing

7/16" OSB sheathingmin.

Prefinished aluminumgutter

Prefinished aluminumfascia

Vented aluminumsoffit

Vent baffle

Prefinished stuccobead

Three coat stuccoassembly

Tyvek StuccowrapWeatherbarrier

Line of conceptual airflow

Vapor barrier

Gutter apron

Gutter wedge

1.35E 1 1/8 x 14 Rimboard

Contractor toprovide R38

fiberglass insulationbatts in all cathedral

ceiling cavitiesminimum.

3" Airflow space m

in.

Contractor to provide2x10 blocking at eavesto ensure insulationdoes not sag

Contractor toprovide R38

fiberglass insulationbatts in all cathedral

ceiling cavitiesminimum.

3" Airflow space m

in.

Contractor to applya continuous siliconebead betweenJ-Channel and PeakFilter Vent

Peak FilterVent by Air Vent Inc.

Prefinished aluminum fascia

Contractor to notch outroof sheathing betweeneach rafter 1-1/2" wide

x 8" wide min.

7/16" OSB sheathingmin.

1 1/2" Contractor to notch outroof rim board between

each rafter 3" tall x 8"wide min.

Pressure treated 1x4

Aluminum soffit

Prefinished stucco bead

Prefinished aluminumJ-Channel

Three coat stucco assembly

Metal lath substrate

Tyvek StuccowrapWeatherbarrier

7/16" OSB sheathing min.

Wood blocking

Vapor barrier

5/8"Gypsum board

1/2" Gypsum board

Vapor barrier

Line of conceptualair flow

Galvanized scew - 2"Long

Grace Ice & WaterShield® self adheringflashing

PrefinishedJ-Channel flashingper metal roofingmanufacturer

Metal roofing to beinstalled permanufacturersinstallation guidelines

30lb asphalt roofingpaper

Contractor to apply asilicone bead undereach fastener headbefore installation

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A13Construction Documentation

-- - -

A13

3" = 1'-0"1 Typical Vented Soffit to Wall Detail A

3" = 1'-0"2 Typical Vented Soffit to Wall Detail B

3" = 1'-0"3 Typical Cathedral Roof Air Exhaust Detail

NOT FOR CONSTRUCTIO

N

Main T.O. Subfloor100' - 0"

Main T.O. Plate A108' - 1 1/8"

T.O. Garage Wall98' - 9 7/8"

B.O. North Fndn.89' - 9 7/8"

B.O. North Footing89' - 1 7/8"

R19 High density fiberglass battinsulation in 2x6 exterior wood framedwall cavities typical throughout. Interiorof 2x6 walls to be covered with 1/2"gypsum board over vapor barriertypical throughout.

8" Wide Concrete Stemwall (seeschedule for Vert. & Horiz. Steel )

24" Wide x 8" DeepConc. FootingWithout Rebar

8' -

1 1/

8"1'

- 2

1/8"

9' -

0"8"

[1] - 1-1/8" x11-7/8" RimBoard

2x6 Treated sill plate

1 3/4" x 11-7/8" TJIJoists @ 16" O.C.

Pre-engineered Truses@ 24" O.C. (by others)

Granular backfill overdampproofing on allexterior concretefoundation wallstypical throughout

4 inch perforateddrain pipe to daylight

Loose fill insulationblown-in by contractorto required thicknessas to acheive aminimum R-Value of38

Exterior three-coat stuccofinish over weather barrier

5/8" Gypsum overvapor barrier onceilings typicalthroughout interior ofmain floor

Rigid insulation overvapor barrier

1/2" x10" anchor at4'-0" O.C. and 1'-0"from each side ofeach corner

Vert. & Horiz. Steel(see schedule)

Dowels 32" O.C. Maxor Match Vert. WallBard, Bend as Shownand Extend Min. 24"Into Wall

(2) - #5 Gr. 60 BarsTop & Bottom Min. 3"and Max. 6" BetweenBars and Top orBottom of Wall

Main T.O. Subfloor100' - 0"

Main T.O. Plate A108' - 1 1/8"

T.O. Garage Wall98' - 9 7/8"

B.O. North Fndn.89' - 9 7/8"

B.O. North Footing89' - 1 7/8"

8' -

1 1/

8"1'

- 2

1/8"

9' -

0"8"

8" Wide Concrete Stemwall (seeschedule for Vert. & Horiz. Steel )

24" Wide x 8" DeepConc. FootingWithout Rebar

R19 High density fiberglass battinsulation in 2x6 exterior wood framedwall cavities typical throughout. Interiorof 2x6 walls to be covered with 1/2"gypsum board over vapor barriertypical throughout.

Exterior three-coat stuccofinish over weather barrier

2x6 Treated sill plate

[1] - 1-1/8" x11-7/8" RimBoard

1 3/4" x 11-7/8" TJIJoists @ 16" O.C.

1 3/4" x 14" TJIJoists @ 16" O.C.

2x8 Deck Ledger

2X8 Presssure Treated DeckJoists @ 16" O.C.

Granular backfill overdampproofing on allexterior concretefoundation wallstypical throughout

4 inch perforateddrain pipe to daylight

Rigid insulation overvapor barrier

Contractor to provide R38min. fiberglass insulationbatts in all cathedral ceilingcavities.

5/8" Gypsum overvapor barrier onceilings typicalthroughout interior ofmain floor

1/2" x10" anchor at4'-0" O.C. and 1'-0"from each side ofeach corner

Vert. & Horiz. Steel(see schedule)

Dowels 32" O.C. Maxor Match Vert. WallBard, Bend as Shownand Extend Min. 24"Into Wall

(2) - #5 Gr. 60 BarsTop & Bottom Min. 3"and Max. 6" BetweenBars and Top orBottom of Wall

3" T

o To

p of

Dec

king

Main T.O. Subfloor100' - 0"

Lower T.O. Slab89' - 1 7/8"

Main T.O. Plate A108' - 1 1/8"

T.O. Garage Wall98' - 9 7/8"

B.O. South Footing85' - 7 7/8"

T.O. Column Piers89' - 5 7/8"

B.O. Column Footing84' - 7 7/8"

3" T

o To

p of

Dec

king

8' -

1 1/

8"1'

- 2

1/8"

9' -

4"4"

3' -

6"1'

- 0"

4x4PressureTreatedColumn

HSS4X4X1/4

12" Dia.Conc. Pier

42" x 42" x 12" DeepRCP w/ [5] #4 Each

Way

2X12 Presssure TreatedJoists @ 16" O.C. and

Ripped to Slope @ 1/4"per 1' - 0"

[3] - 2x10's Flush

2X10 Presssure TreatedDeck Joists @ 16" O.C.

[3] - 11-7/8" LVLs Flush

Presssure Treated2x2s @ 6" O.C.

(2) - #4 Dowels Bentas Shown

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A14Construction Documentation

-- - -

A14

3/4" = 1'-0"1 Wall Section A 3/4" = 1'-0"2 Wall Section B

3/4" = 1'-0"3 Porch Footing and Column Section

NOT FOR CONSTRUCTIO

N

UP

UP

SRF

33

3

333

GFI GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFIS

REF.

DN

DN

FL

SRF

F/L

SRF

FL

RCRC

RCRC

RC RC

SRF

F

SRF

SRF

RCRCRC

RC SRF

3

33

33

3

3

3 3

3

3

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

F

GFI

GFI

GFI

Therm

DW

GFI

S

S

S

S

S

S

S

Half switched duplex outlet

Switch

Three way switchF/L

3

Ceiling fanFLExhaust fan

6" Recessed canRC

Half switched duplex outlet -Ground Fault Interrupter

GFI

Surface mounted lightSRF

F

Fan / Light

Fluorescent strip light

Exterior wall mounted light

TV Connection

220V outlet S Smoke Alarm

2' -

6"7'

- 4"

2' -

6"

2' -

6"7'

- 4"

5' -

11"

EQEQ

EQEQ

EQ

EQ EQ

EQ EQ

3' -

6"

To upperfloor lights

Incoming Main Powerline

Circuit Breaker Box

Connect this switch to well

Incoming Main Waterline

EQ EQ

EQ

3' - 0"

5' -

0"5'

- 0"

3' -

0"

6' - 0" 6' - 0"

EQ EQ

EQEQ

EQ EQ

EQ 4' - 5" 4' - 5" EQ

To downstairslights

Therm to connectto swamp cooleron roof

Dedicated outletsfor DW and REF.

Direct VentPropaneHeater by

Owner

Direct VentPropane

Heater byOwner

Direct VentPropaneHeater by

Owner

Direct VentPropaneHeater by

Owner

Direct VentPropaneHeater by

Owner

This smoke alarm shallnot be installed within3'-0" horizontally fromthe tip of the blade ofa ceiling-suspended(paddle) fan.

This smoke alarm shallnot be installed within3'-0" horizontally fromthe tip of the blade ofa ceiling-suspended(paddle) fan.

Coordinate locationof switch for fan withowner

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E1Construction Documentation

-LMC

LMC

-

E1

1/2" = 1'-0"Electrical Legend

1/4" = 1'-0"1 Garage Floor Plan - Conceptual Electrical 1/4" = 1'-0"2 Main Floor Plan - Conceptual Electrical True North True North

NOT FOR CONSTRUCTIO

N

DN

88' - 0"

89' - 0"

90' - 0"

91' - 0"

92' - 0"

93' - 0"

94' - 0"

95' - 0"

96' - 0"

97' - 0"

97' - 0"

98' - 0"

98' - 0"

88' - 0"

89' - 0"

90' - 0"

91' - 0"

92' - 0"

93' - 0"

94' - 0"

95' - 0"

96' - 0"

97' - 0"

97' - 0"

98' - 0"

98' - 0" NOT FOR

CONSTRUCTIO

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SP1Construction Documentation

-- - -

SP1

1" = 10'-0"1 Site Grading Plan

GENERAL GRADING NOTE: Contractor to grade away from all foundation walls. Finished grade shall fall a minimum of 6 inches within the first 10 feet minimum.

Working North

NOT FOR CONSTRUCTIO

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