Relocated Septic Tank, kWall NA A 2 ' -0 24'-0 - 1 1 80.43 ...House++Combined+Rev.… · Attic 2x6 Strut with 1/2" CDX Ply Gussets / L P Foundation Updated & Correct To Built Conditions

-4

-4

-4

-4

-3

-3

-3

-3

-3

-2

-2

-2

-2

-1

-1

-1

0

0

0

1

1

1

2

2

2

3

3

3

3

3

4

4

4

4

5

5

5

6

6

Conc.Walk

GAS

GAS

GAS

GAS

GAS

GAS

GAS

10068

6060

S

S

SSS

S

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

P / L

S / W

S / W

S / W

S / W

S / W

S / W

S / W

UP

E / L

E / L

E / L

E / L

GASGAS

S / W

UP

4107 sq ft

3'-6"

8'-9"

4'-0"

7'-0"

36'-6"

9'-5"

5'-10"

8'-4"

6'-2"

5'-1"

8'-3"

12'-0" 24'-0"

50'-0"

6'-6"

2'-6"

6'-10"

4'-11"

3'-3"

32'-3"

2'-0"

2'-0

"

2'-0"

24'-2"

4'-3"24'-0"

16'-0"

2'-0"

7'- 1

1"

4'-6"

5'-0"

4'-1"

35'-2"

UpperLanding

80.43'

75.00'

110.00'

139.04'

Rock Wall

A2014 BP.....ABANDON EXISTINGAbs. Bed 7'x 20'

A2014-BP Pop OutCloset

Water Meter

CO

RO

CK

PA

TH

WA

YS

+/-

Rock Walls

Rock W

all

Parking

Rock Wall

ROCK DRIVE

Exist. Island

Exist. Conc.Bridge

LIVING AREA

Rock Wall

Rock Grade

New SW Line

Rock Wall Below

Exist. Rock and LawnConc. WallBelow

LAIMANA Ave.

EXISTING POND

EXISTING RESIDENCE

MAIN FLOOR OUTLINE

NO FOOTPRINT CHANGE

Propane Tnk

FRONT SET BACK:

15 FT / 10 FT. NO

OBSTRUCTIONS

SET BACK SIDE 8 FT. 4 FT MIN.

NO OBSTRS. FOR NEW

SET BACK SIDE 8 FT

4 FT MIN. NO

OBSTRUCTIONS.

REAR SET BACK:

SEE SAA-12-000886

BP--- Storage & UtiliyBathroomSee Lower Floor Plan

Crawl SpaceBelow

Existing Open Day-Light Basement AreaOn Lower Floor

EXISTING POND

Outline Of Lower FloorBelow Main FloorSee Lower Floor Plan

33' +/-

22' +/ -

4' C

lea

r N

o

Ob

str

uctions

A Construction and Sedimentation Barrier Must Be Erected Prior Toany Land Altering or Construction Activities. Barrier Must Remain InPlace Until Final Inspection By Building and Planning Dept. See Fabric Barier Marked Around Pond Below (*)

35'-3"

See Lower FloorStair Detail

Absorption Bed

50' Abs. Bed Set Back

A2014-BP.....Relocated Septic Tank,Collection Box and NewAbsorption Bed

Ele

c. O

VH

.

1,000 Gal.Septic Tnk.

Grade " 0' "

A 2014-- BP....Remove & BackfillExist. Septic Tank

Gas Tankless HotWater Heater

Proposed NewMaster BedroomWithin ExistingBedroom andEnclosd Lanai

Infill Exist. Door Open.Keep Exist. Slab and Steps.

* Construction andSedimentation Fabric & Sand Bag Barrier

Aloha Design & Build

Services Inc.

Michael Dresser

R.R. 2 Box 4856

Pahoa, HI 96778

808-333-9047

[email protected]

OWNER:

STEVE LUND

P.O. Box 1222

Pahoa, HI 96778

SITE LOCATION:

14-4962 Laimana Ave.

Pahoa, HI 96778

TMK

(3)-1-4-010-015

BRIEF DESCRIPTION:

REVISIONS TO EXISTING

BUILDING PERMIT BH2015-

01289

COMBINED WITH EXISTING

NEW DECK BH2015-00886

CONTENTS:

SCALE:

DATE: 7-17-2014

REV For & DATE:

SHEET

SITE PLAN

and

Descpt.

1" = 10'

A-1B / 11

SITE PLAN

Scale 1" = 10'

HISTORY AND WORK DESCRIPTION:

History:

Search of Written and Computer Records Show

Original Beach House started 2/13/1953 and Continued With Additions into 12/1/1958.

Effective Living area of 950 sf with Porch @ 124 sf,

Entry Porch @ 25 sf and Basement @ 240 sf.

A 1995 Permit for Repairs and Change Of Roof, was never completed.

Work Description:

1) Finishing Work On 11/15/1995 Permit # 951752

And New Permit For Older and Newer

As-Built That Re-built To Shore Up and Stabilize House Which Consisted Of:

a) Lower Floor: Under floor Dry rot Repairs, Replacement Beams, Joists, and Pier Pads.

Daylight Basement Footings For Block and Wood Pony Wall,

Replacement Posts, Floor Beam & Joists and Replacement Concrete Slab.

b) Main Floor: Existing, No Change.

2) Proposed New;

a) Lower Floor: Bedroom in enclosed existing basement area,

finished storage room, and finished half bathroom with laundry.

Balance of basement as a lower covered lanai.

b) Main Floor: Alteration of Closets to Bathrooms And

Enclosure of covered porch to create a livable dinning room.

Note All As-Built and New Proposed Work Done Within Original Footprint Of House.

We are requesting a waiver of the shoreline survey as property development is at a

substantial distance from the shoreline.

FLOOR AND FOOTPRINT AREA

1995 Footprint Area: SF

Living Area, Main Floor 950

Side Porch, roof, rail & screened 124

Entry Porch, roof, rail 25

Basement Lower Area 240

Total 1995 Footprint (both levels) 1,339

Current As-Built Footprint Area SF


Side Porch, roof, rail & screened 124


Basement Lower Area, incl. storages 400

(Area increased from the existing under floor crawl space)

Total Current Footprint (both levels) 1,499

Proposed New Footprint Area SF


(includes porch converted to dinning room)


Lower Living Area, Bedroom, Bathroom 207

Basement Lower Area, incld. Storage rm. 193

Added Pop Out Closet 7-17-2014 18

Total Proposed Footprint (both levels) 1,517

Total Proposed Living Area 1,299

10-15-15

For: See Rev. Table

Contents A-1B

A-1B Content Changes, Notes..

Site Plan No Changes

A-2 Original Existing No Changes

A-3B Foundation Corner Design Corrected For Existing Conditions

Entry Stairway Changed To Partial Winder

Extended Side Deck, Steps Clarified

Added Deck Framing Hardware

3 1/2 x 12 GLB Added to Exist 4x8 Entry Roof Beam And

4 x10 Carrier Beam with HL Bracket, Removed Post

Added 6' Side Guardrail Fence

A-4B. Elevation Changes For Guardrail Fence,

Accurate Grades at existing side

A- 5B Foundation Updated At Master Bedroom Corner

Updated Building Section D For

Foundation Updated & Correct To Built Conditions

A-6B Updated Building Section A for ; New Glu-Lam Beam,

Attic 2x6 Strut with 1/2" CDX Ply Gussets

Detail D, Roof Carrier Beams AT Entry Overhang

Hardware HL Added For Deck Beams

Deck Foundation Pad & Column Detail Update For As Built Conditions

A- 7B Updated Building Section B, (Fence Guardrail, Front Deck Cable Rails.

A- 8B Updated Building Section D for Foundation, Actual Built:

Framing and Fence Guardrail, As Built Conditions.

A-9 New Sheet : Stairway Entry & Side Detail Floor and Elevation Plans

A-10 Interior Elevations, No Present Changes

A-11 Interior Elevations, No Present Changes

DN

3026 3026 2822 2826 2826

2826

28

26

30

20

40

32

3020

4032

30206430

302030206430

30203020

4032

40

32

30

20

30

68

30

26

30

26

3068

30

68

50

68

306826682668

26

21

0

30

68

30

68

3068

2826

REF.

14

'-2

"

3'-6

"

2'-0"

3'-10"

2'-2

"

13

'-6

"

5'-4"

4'-0

"3

'-0

"

11

'-1

0"

13'-0"

8'-0"

9'-8"

9'-8

"

4'-0"

9'-1"

8'-6" 8'-6"

10"

10

"

10"

10

"

4'-9"

5'-1

0"

12

'-8

"

8'-0"

8'-7

"

35'-2"

3'-2"32'-0"

19

'-3

"1

6'-0

"

35

'-3

"

26

'-0

"9

'-3

"

11'-0" 24'-2"

Crvd. Landing

Cl Cl

Exist. Laundry

Exit. Bedroom

Exist. Closet

Exist. BathrmExist. Bedrm

Existing Screened InCovered Porch Lanai

Exist. Kitchen Exist. Dining

Exist. Living

-6"

Exis

t. C

lst

Gas Dryer

Wash

26683068

20

20

UP

UP

V

V

3'-2"32'-0"

4'-0

"

2'-8"

6'-6"

12

'-8

"

9'-2

"

16

'-0

"1

9'-3

"

10'-0"

26

'-0

"

24'-2"

7'-5"

12'-0"

7'-1

"

8'-0"

8'-2"

6'-6

"

8'-9"

8'-0" 7'-10"

1"

EXISTING OPEN LOWER LANAI AREA(Living Area Above)

( post & beam framing)Elev. "<0.00">

Existing 4x4's ReplacedWith As-Built Ohea Poles

Existing Bearing Wall, Rebuilt As-Built: 2x8 Std. Wall , Btm Plate, Studs @16" O.C., & Top Plate. Atop CMU Block, Typ. (seefoundation plan)

Exist.Stairs

Laundry & StorageExisting Walls, As- Rebuilt

Exist. 4" Conc.Walkway - Elev. + 2'-4"Rebuilt

Existing, & As-Rebuilt Conc. Walkway - Elev. <0.00'>

Existing Beam,Replaced As Built

CL

STORAGE

Existing Walls, As-Rebuilt

Existing 4" Conc. Slab Replaced By A- Built

Underfloor Crawl Space, Main Floor AboveSee Foundation and Floor Framing Plans


Services Inc.

Michael Dresser

R.R. 2 Box 4856

Pahoa, HI 96778

808-333-9047

[email protected]

OWNER:

STEVE LUND

P.O. Box 1222

Pahoa, HI 96778

SITE LOCATION:


Pahoa, HI 96778

TMK

(3)-1-4-010-015

BRIEF DESCRIPTION:



01289



CONTENTS:

SCALE:

DATE: 7-17-2014

REV For & DATE:

SHEET

Existig & As-Built

Lower Floor Plan

Scale = 1/4" = 1'

Main Floor Plan

Scale = 1/4" = 1' FLOOR PLANS

EXISTING & AS-BUILT

As Of 11/14/2014

1/4" = 1'

A-2 / 11

10-15-15

For: See Rev. Table

Contents A-1B

D02D03

D01

W01

D06

W02

D04

W03

D05

REF.

UP

UP

SD

R

RR

R

WPWP WPWP WPWP

WP

WP

WP

137 sq ft

16

sq

ft

39 sq ft

168 sq ft

50 sq ft

3'-6"

3'-4"

9'-2

"

19'-11"

19'-11"

11

'-6

"

5'-4"

13'-6"

9'-9"

35'-6"

10'-8"

7'-1

1"

12

'-2

"

2'-0"

9'-0"

7'-8"8'-1"

2'-0"

0"

8'-0"

1"

C/A-8A

B/A-7A

B/A-7A

D/ A-8A

NEW BEDROOM # 3

mot

Existing Lower Lanai

Lanai Deck Above

CL

4x12

DOOR AND WINDOW SCHEDULES

NEW POURED CONC. FOOTING PAD ANDCOLUMN FOR MAIN FLOORDECK SEE DETAIL A / A-6B

Mot.

Steps: 5 Risers @ 5" ,4 Treads @ 12".First Two Treads,Original Pre 1990'sConcrete. Last TwoTreads, New WoodFraming Trex Decking

Existing OriginalStairway

Lanai Deck Above

CL

OS

ET

DeckWalkwayAbove

5 1/2 x 12 Treated GLB Above

S3- 2nd Flr

DOOR SCHEDULENUMBERQTY SIZE DIMENSIONS WIDTH HEIGHT DESCRIPTIOND01 1 2626 30X30X1 3/8" 30 " 30 " HINGEDD02 1 2668 30X80X1 3/4" 30 " 80 " EXT. HINGED-LOUVEREDD03 1 3068 36X80X1 3/4" 36 " 80 " EXT. 6 PANELD04 1 5068 60X80" 60 " 80 " SLIDER-LOUVEREDD05 1 6068 36X80X1 3/8" 36 " 80 " WROUGHT IRON GATE (ARCHED) - D06 1 6068 72X80" 72 " 80 " EXT. SLIDER-GLASS

New Conc. Slab

Exis

tin

g R

ock W

all

4x12

4x12

STORAGE

Building Line Above

Smk.Det.

Beam HardwareDetail B-1 & 2 / A6B

Existing 4x12: 5/8" Dia. HDG BoltedTo Interior Beam and Ohea Post: 2(Top and Btm) @ 2' O.C., Typ.Under A2014-BH01332

Exist. Conc. Slab Abuts Rock Wall

New

Flashing

CJunct

3

PhotoPhoto

Photo

WINDOW SCHEDULENUMBERQTY SIZE DIMENSIONS WIDTH HEIGHT DESCRIPTIONW01 1 2020 24"X24" 24 " 24 " LEFT SLIDINGW02 1 2031 24"X37" 24 " 37 " LOUVEREDW03 1 3031 36"X37" 36 " 37 " LOUVERED

LAUNDRY, 1/2 BATHCompleted BH2014-00436

See StairwayDetail C / A-9

Original pre 1990 Side EntrySlab, Used for New Entry. NotTo Be Removed Per PlanningDept. Approval Of House SideEntry Pre-Zoning Set Back

1 1/2" Wall Handrail

DeckLine

1 1/2" WallHand Rail

DN

DN

DN

W02 W02

D03

W03

W04

W05

D02D02D02D02

D02

D04

W04

W04

W01

D01

3270

D01

REF.

WP

R

R

SD

WP

R

R

R

R

R

SD

GFCIGFCI

WP

3

3

3

3

GFCI

3

3

3

71 sq ft

66 sq ft

91 sq ft

18 sq ft

50 sq ft

318 sq ft

134 sq ft

197 sq ft

93 sq ft

11 sq ft

300 sq ft

22 sq ft

1099 sq ft

6'-2

"6

'-3

"

4'-6

"4

'-4

"

4'-5"4'-6"4'-5"

8'-6"

3'-6"

9'-2

"

5'-8

"

7'-7

"

2'-0"

9'-1

0"

10"

4'-8"

6"

7'-1

"

4'-4

"

3'-9

"

2'-6"

9'-8"

6'-4

"

10'-1"

1'-6"1'-6"

2'-0

"

2'-6

"

6'-10"

6'-6"

10"

8"

1'-6"

5'-5"

3'-0"

3'-0"

5'-7"

5'-9

"

3'-0"

1'-1

0"

8'-0"

9'-8"

9'-8"

9'-1"

4'-9"

5'-9

"

12

'-8"

35'-2"

3'-3"31'-11"

18

'-8

"1

6'-7

"

35

'-3

"

26

'-0

"9

'-3"

11'-0" 24'-7"

A/A-6A

112° 3

0'

D/ A-8A

B/A-7A

Exist. Living

WALK IN CLOSET Cork Flooring

Cl

4x1

2a

bove

EXISTING BEDROOM # 2Renovations under # A2014-BH01332

MASTER BDRM Under App. # A2014-

BH01332

Lam. Flr

M. Bathrm Renovation Tile Flr.

6' Jetted Tubw. heater &

Tile Shr. Wall.

LIVING ROOM RENOVATION UNDER # A2014-BH01332

Van

Master BathroomCompleted BH2014-00436Existing Kitchen

New Opn

Linen

AtticAccess

CLOSET

See Lower Flr.& Detail A/A6B

DOOR SCHEDULENUMBER QTY SIZE DIMENSIONS WIDTH HEIGHT DESCRIPTIOND01 2 2668 30X80X1 3/8" 30 " 80 " HINGEDD02 5 5068 60X80" 60 " 80 " EXT. SLIDER-GLASSD03 1 5068 60X80" 60 " 80 " SLIDER-GLASSD04 1 91068 118X80" 118 " 80 " EXT. QUAD SLIDER-GLASS

Open Lanai Deck

LIVING AREA

BDrws

Open Lanai Deck

4X6 Header

NEW PROPOSED OPEN DECK

4x12 B

eam

4x12 B

eam

4x12 B

eam

Ca

n't

Beam

Can't

Beam

Guard Rail Fence,Trex 5/8 x 5 1/2"

4x8

Con't H

ead

er

Bathrm

Infill Exist. Dr.

4X6 Header

4X

6 H

ea

de

r

Beam Hardware DetailB-1 & 2 / A6B

CLOSET

4X6 Header

Ori

g.

4x8

Exist. Dining

4x6 H

dr

4x6 Hdr

4x8 Hdr

4x6 H

dr.

, T

yp.

Exh. Fan

Lav.

WC

Tile Shwr

Sink

Gas Stove

WC

CL

+/-

SEE DETAILS BeamHardware Detail B-1& 2 / A6B

60"

Dre

sser

L.Fix.Below

MotMot

Access

Access

Ca

n't

Beam

Exist. 3/0x6/8

9 1

/2"

+

WINDOW SCHEDULENUMBER QTY SIZE DIMENSIONS WIDTH HEIGHT DESCRIPTIONW01 1 2031 24"X37" 24 " 37 " LOUVEREDW02 2 2617 30"X19" 30 " 19 " LOUVEREDW03 1 2631 30"X37" 30 " 37 " LOUVEREDW04 3 3031 36"X37" 36 " 37 " LOUVEREDW05 1 4050 48"X60" 48 " 60 " LEFT SLIDING

DOOR AND WINDOW SCHEDULE

W-01 to W-05 JALOUSIE

See Stairway DetailC / A-9

4x6 Con't Header 4x6 Con't Header

4x6

Con

't H

ead

er

4X

6 H

ea

de

r

Exh. Fan

Smk.Det.

Smk.Det.

6x6 GuardrailPost

4x4 Mid GuardrailPosts, Typ.

Wall Rail

4x10 Carrier Beam

4x1

2 G

lu-

La

m B

ea

m

Section Detail D / A6B


Services Inc.

Michael Dresser

R.R. 2 Box 4856

Pahoa, HI 96778

808-333-9047

[email protected]

OWNER:

STEVE LUND

P.O. Box 1222

Pahoa, HI 96778

SITE LOCATION:


Pahoa, HI 96778

TMK

(3)-1-4-010-015

BRIEF DESCRIPTION:



01289



CONTENTS:

SCALE:

DATE: 7-17-2014

REV For & DATE:

SHEET

Lower Floor Plan

Existing Footprint

Enclosed New Bedroom

FLOOR PLANS

PROPOSED NEW LOWER

BEDROOM

AND WINDOW, PATIO SLIDERS

WITH CABLE RAILING

AS BUILT

1/4" = 1'

Scale 1/4" = 1'

Main Floor Plan

Window, Door,

Bathroom & Master

Suite Renovations

Scale 1/4" = 1'

10-15-15

For: See Rev. Table

Contents A-1B

A-3B / 11

Exist 4/12

6' High Guardrail Fence

Cable Rail See Detail ....

Exist. Rock Wall

New 3/8"T-1-11 NG Overlay Siding

Exist. 4/12

Existing 3/4" minus packed Fill

New Deck Conc. Footing/Column with Wd. Post

6' GuardRail Fence

Background Grade At 2 Story Wall.

4/12

Backgrnd. At Main Floor Wall Grade

Foreground- Side Grade

Foreground At Side Grade

Original Stairway Slab




Original Conc.Steps

New Wd.


3'- 0

"

New Ftg.New Ftg.

7 1

/4"

3'-0"

11"

GradeBackground

Guardrail FenceBackground

Cable Rails


Services Inc.

Michael Dresser

R.R. 2 Box 4856

Pahoa, HI 96778

808-333-9047

[email protected]

OWNER:

STEVE LUND

P.O. Box 1222

Pahoa, HI 96778

SITE LOCATION:


Pahoa, HI 96778

TMK

(3)-1-4-010-015

BRIEF DESCRIPTION:



01289



CONTENTS:

SCALE:

DATE: 7-17-2014

REV For & DATE:

SHEET

10-15-15

For: See Rev. Table

Contents A-1B

Revisions:

Lower FloorFrench Doors For Enclosed Bedroom

Upper Floor, Windows and Patio Sliders With Cable

Railing.

Guard Rail Fence

Back Elevation

(Pond, Ocean Side)

Scale 1/4" = 1'Scale 1/4" = 1'

Left Side Elevation

(Drive- Walk Side)

Scale 1/4" = 1'

ELEVATIONS

AS BUILT

Revision:

Pop Out Closet,

Window & Infill Changes

Guard Rail Fence

Front Elevation

(Street Side)

Scale 1/4" = 1'

Right Side Elevation

Scale 1/4" = 1'

Revision:

Pop Out Closet,

Window Changes

Guard Rail Fence

Revision:

Pop Out Closet,

Window & Header Changes

Infill and Remove,

Relocate Entry Slab & Steps

Guard Rail Fence A-4B / 11

Exist. Conc. Steps,

New Landing

UP

UP

3'-6"

3'-4"

9'-2

"

11

'-6

"

5'-4"

13'-6"

9'-9"

10'-8"

7'-8"8'-4" 8'-1"

2'-0

"

3'-2"

6'-6

"

7'-1

1"

13

'-6

"

3'-3"

2'-8" 2'-8" 2'-4"4'-3" 3'-8" 7'-1"

2'-5" 2'-10" 2'-6" 3'-0" 6'-10" 4'-1" 3'-5" 3'-6"

2'-9

"2

'-1

0"

2'-1

1"

3'-4

"3

'-5

"2

'-9

"

4'-0"3'-11"3'-7"4'-3"5'-6"

4'-2

"3

'-7

"

2'-7" 2'-7" 2'-4" 3'-9"

3'-6"

3'-3" 7'-5" 5'-4"

5'-5" 5'-0"3'-9"

6'-6"

2'-4

"

10'-0"

7'-8"8'-1"

6'-0

"

7'-6

"

7'-6"

3'-6

"

1'-6

"

1'-6"

3'-2

"3

'-8

"3

'-1

0"

8'-0"

1"

C/A-8A

B/A-7A

D/ A-8A

W1

W2

EXISTING And As-Built Pony Wall: 2x8, Btm Plate, Studs @ 16" O.C., 2 TopPlates, Atop CMU Block Each Cell Filledwith 2500 psi Grout. Typ. SeeFoundation Details Sheet A5. Existing 4" Conc. Slab with

Footing, Replacing Original.

Conc. Footing 18" x 18" x 12" deep w. 2 # 4 Rebar ea way, Typ.

NEW POURED CONC. FOOTING PAD ANDCOLUMN FOR MAIN FLOORDECK SEE DETAIL A / A-6B

New Conc. Ftg. SeeDetail .... & Section ...

CLCL

CL

Steps: 5 Risers @ 5" ,4 Treads @ 12".First Two Treads,Original Pre 1990'sConcrete. Last TwoTreads, New WoodFraming Trex Decking

Motion

Exist. Conc. Slab AtopConc. Retaining Wall

OPEN LOWER LANAI( post & beam frame)Elev. "<0.00">

89

1/2

"Conc. SlabElv. ~ 30"

5/8" Dia. x 12" Wedge Anchor Bolts,@ 32"' O.C and within 12" of End With Simp. BPS-3, Typ.

4x4 w./ ABU4

10-12" Dia OhiaPoles,Typ.

cl

2x12 Stringers

9 - 7 1/4" Risers8 - 11" Treads

W3

W4

New Wood Winder.

Guard Rail w. Cables @ 3 1/4" OC,w. Gripable Top Cap Handrail, Typ.

New Conc. WinderWall Hand-Rail

5/8 Anchor Bolt FromFoundation To HoldDown, HDU2, Typ.

Original pre 1990 Side EntrySlab, Used for New Entry. NotTo Be Removed Per PlanningDept. Approval Of House SideEntry Pre-Zoning Set Back

UP

Select 1" Trex Deck

2x6

jo

ists

16

" O

C

UP

137 sq ft

16

sq

ft

39 sq ft

168 sq ft

3'-6"

3'-4"

9'-2

"

19'-11"

19'-11"

11

'-6

"

5'-4"

13'-6"

9'-9"

29'-0

"

19

'-6

"

12

'-6

"

35'-6"

10'-8"

7'-1

1"

12

'-2

"

2'-0

"

3'-8

"3

'-1

1"

4'-4"

3'-2"

4'-1"4'-0"3'-0" 2'-5"

7'-3

"

12'-1"

1'-4"

9'-0"

7'-8"8'-1"

2'-0"

2'-8"2'-6"

1'-4

"

0"

8'-0"

1"

C/A-8A

B/A-7A

B/A-7A

D/ A-8A

2X8 Deck Ledger : 2 Rows 1/4" x 3"ledger Screws to Existing 2- 2x8's@ 2' OC, Flash Top Joist & Deck

HUC412 &1 HL55 SS

NEW BEDROOM # 3

TIDE POOLS

Existing Lower Lanai

2x6

Lanai Deck Above

CL

Original 4x4 (3 3/4" x 3 3/4" Select. Struct.)

Original 4x4

HUC412 &1 HL46, SS

4x12

4x8

ABU46, Typ

ABU46

HUS412 & 2 - HL55 SS

Ori

gin

al 4x4

(3

3/4

" x 3

3/4

" S

ele

ct.

Str

uct.)

Ori

gin

al 2

x 4

( 1

3/4

" x 3

3/4

", S

ele

ct. S

tru

ct.

) @

24

" O

.C.

New 2x6 Rim

E 2x8

N 2

x4

3/4" T&G Plywd.

Exis

t. R

ock W

all

2X8 Rim, Original

4x8

2x6

5/8" All-Thread Rod, TYP.

Rock W

all

Ori

gin

al 4x4

4x8

4x8 Rim

2X

8 R

im,

Ori

gin

al

New Staircase4 Risers @ 7 1/2" - Solid3 Treads @ 11 1/2" with 1" NoseAtop 2x12 Stringers @ 16" O.C.

4x8

Ori

gin

al 4x4

Exis

t 4

x8

Girt

New 2x4 @ 16" Cross Framed Ontopof Existing 2X8 Floor Joists @ 16" O.C.To Level Existing Lanai Floor Joists toMain House Floor Height.

Original 2 x 4 Joists ( 1 3/4" x 3 3/4", Select. Struct.) @ 24" O.C.

Ori

gin

al 4

x4

4X

6

4X

6

Exist. 2- 2x8

Existing OriginalStairway

Lanai Deck Above

CL

OS

ET

DeckWalkwayAbove

5 1/2 x 12 Treated GLB Above

New Conc. Slab

Exis

tin

g R

ock W

all

3 1/2 x 9 1/2 GLB(Rosboro Big Beam, Fb 3000 E 2.1)

Existing 3/4" Plywd, orOringal Solid T&G Decking.

4x1

2

4x12

HUS412

As-Built 2x6 Floor Joists @ 16" O.C. Replacing Existin 2x4 Joists

HUS26m Typ.

4x6

New Pop Out Closet

1 1/8" Plywd.

2x6 Ledger

4x12

Conc. SlabElv. ~ 0"

STORAGE

Building Line Above

HUS412 SS

Smk.Det.

5/8" Dia. Bolt: @ 2' OC. w./ BPthrough 2-2x6 Joists, Hdr, Blck.

Beam HardwareDetail B-1 & 2 / A6B

4x4 Post On ABU44, w.5/8 Anchor Bolt Expy'd ToFoundation Slabw./ ACE4 To Joist Beam

L70

L70's, SS or HDG& Painted- Typ.

2x8 Joists @ 16" OCLUS28

4x12

2x8 Joists @ 16" OC

Exis

t 4x

He

ader

3 Rows, 1/4" x 6" (min)Ledger Lags into Plates,Studs, Header, Typ.

LUS28, HDGPainted, Typ.

2 Rows 5/8"Dia Bolt w./BP @ 2' OC, Typ.

Existing 4x12: 5/8" Dia. HDG BoltedTo Interior Beam and Ohea Post: 2(Top and Btm) @ 2' O.C., Typ.Under A2014-BH01332

Exist. Conc. Slab Abuts Rock Wall

2x12 Stringers2x12 Treads

E 4

x6

Hd

r.

1/4" x 7" (min) Ledger Lags @16" OC @ Btm. Beam into Plates, Studs, Header, Typ.

Flashing

New

HL35 ea side

Flashing

See StairwayDetail C / A-9


4x8 Beam, Under

DeckLine

1 1/2" WallHand Rail

4'-0

"

1'-4"

1'-6"

*****

ABU4

4x

ABU66

HDU2

HDU2

4x

Simp. CNW 5/8

5/8 All-Thrd. RodTo Upper HDU

**

2x8 Typ

#4 Re-Bar, 3 Horz. in Footing, Ties@ 2' O.C., Verticals @ 16" O.C. 1In Ea. CMU Cell Block, 1-#4 Horizontal mid and top course.

BPS-3,Typ.

New 18" x 18" X 12- 16" deepConc. Footing, Pad w. 2- #4Rebar Grid @ Posts, Typ.

Add 5/8" Dia. x 12" WedgeAnchor Bolts, @ 32"' O.C andwithin 12" of End. With Simp.BPS-3, Typ. (Not ShownExisting: 1/2" dia x 12" J bolts @32"oc tied to # 4 vertical bar)

5/8" x 12" J. Bolt

CMU Blk. Wall. All CellsGrout Filled. 2500 psi

24"m

in

SCALE: NTS

EXISTING AND ORIGINAL

PIER BLOCK TO GIRDER

DETAIL D / Sht A-5A

4X GIRDER

SHIELD

PIER W/ STRAPS

16" SQ. PRE-CAST

2 x ... FLOORJOISTS

TERMITE

SIMPSON AC4 (6) Ea. Side

Except P.Pad Span < 5'

3/4" Sub Floor

2X4 BRACE

4x4 Post, 4x6 At Splice

1'-6"

1'-0

"

1'-6

"

1'-6"

Typ. PostFooting Plan

Typ. Post FootingSection

2- #4 Re-Bar Grids

TYP. FOOTING POURED PADS DET.B / SHT A-5A

ABU

1/2" Dia X 12" Conc.Wedge Anchor

7"

7"

1'-4

"

1'-4"

8"

6"

1'-4"

Typ. Std. Pre-Cast Pier PadWith Double Simp. MSTA 18"Straps. "ICO Supply","Glover", or Similar NTS

1'-4

"

1'-4"

2'-8"

5/8" x 12" J Bolt to5/8" Connect Rod

New Conc. FootingEncasing Existing PierPad, #4 Rebar Epox'dInto Exist. Slab MSTA18

Strap Ea. Side

4x84x4

ABU44

Existing Slab. Abutting Conc.Retain Wall In Foreground

2x12

4x12LCE4-SS

2x4

HDU2

2x6 Top Joists Inside Room, Ripped For Ht To Existing.

2x8

HDU2

24"m

in

SCALE: NTS

NEW PIER BLOCK TO

GIRDER DETAIL D2 AT NEW

CLOSET POP OUT / Sht A-5A

4X6 GIRDER

SHIELD

PIER W/ 2 STRAPS

16" SQ. PRE-CAST

TERMITE

SIMPSON ACE, Ea. Side

1 1/8" Deck Ply

2X4 BRACE

4x4 Post,

12

"

Grade

18" x 18" x 6" Thk. Conc. Ftg.


Services Inc.

Michael Dresser

R.R. 2 Box 4856

Pahoa, HI 96778

808-333-9047

[email protected]

OWNER:

STEVE LUND

P.O. Box 1222

Pahoa, HI 96778

SITE LOCATION:


Pahoa, HI 96778

TMK

(3)-1-4-010-015

BRIEF DESCRIPTION:



01289



CONTENTS:

SCALE:

DATE: 7-17-2014

REV For & DATE:

SHEET

10-15-15

For: See Rev. Table

Contents A-1B

FOUNDATION PLAN

Original and As Built

(Replacing and Adding

To Existing Footprint)

Scale 1/4" = 1'

FOUNDATION DETAILS AT

BUILDING SECTION B / A-7A

(As Built Replacing Existing) NTS

FLOOR FRAMING PLAN

(Original and As Built,

Replacing Existing Footprint)

Scale 1/4" = 1'

FOUNDATION, FLOOR

FRAMING PLAN AND DETAILS

AS BUILT

1/4" = 1'

A-5B / 11

NTS

Scale 1/2" = 1'FOUNDATION DETAILS AT

BUILDING SECTION D / A-5AScale 3/4" = 1'

DN

2'-0"

8"

35'-2"

3'-3"31'-11"

18

'-8

"1

6'-7

"

35

'-3

"

26

'-0

"9

'-3"

11'-0" 24'-6"

A/A-6A

C / A-8A

D/ A-8A

B/A-7A

NEW DOOR AND WINDOW SCHEDULE

NEW: Window,Header & Tub/Shower

Cl

4x1

2,

be

low

Mot

Van

House BathroomUnder PermitBH2014-00436

New Opn

Linen

AtticAccess

6' Soaking Tub Tile Shr Wall

Mot

HDU2 w. 5/8" Thrd. Rd. To Conc. Wall. See Foundation Detail.. , Typ.

BDrws

Infill Exist. Door Open.Retain: Exist. Slab and Steps.

New BathAccess

All E

xis

tin

g T

his

Wa

ll

NEW MASTER SUITE WITHNEW WINDOWS & HEADERSWITHIN EXISTING BEDROOMAND COVERED LANAI

4x8

Con't H

ead

er

NEW WINDOWS &HEADER

Infill Exist. Dr.

New Window &Patio SlidersNew Headers

NEW CLOSET,WINDOW & HEADER

4X6 Header

4X

6 H

ea

de

r

Window Opn.Below 44" Ht FromFin. Flr., Typ.

4X6 Header

Ori

g.

4x8

4x6 H

dr

4x6 Hdr

4x8 Hdr

4x6 H

dr.

, T

yp.

Lav.

WC

Sink

WC

CL

9 1/2" +

+/-

60"

Dre

sse

r

MotMot

4X

12

Bea

m

9 1

/2"

+

Exist. 3/0x6/8

9 1

/2"

+

4x6 Hdr.,Typ. 4x6 Hdr.

4x8

Con

tin

ou

s H

dr.

4x8

Contin

ou

s H

dr.

4x8 Hdr.

New Pop Out ClosetRoof Framing

New Pop Out Closet

4x6 Con't Header 4x6 Con't Header

4x6

Con

't H

ead

er

4X6 Header, Typ. Unless Noted Otherwise

4X

6 H

ead

er

2x6 Rafters @ 2' OC

2x8 Ledger

Existing 2x6 Trusses, @ 4' OC Manuf. w. Steel Plates2x6 Top & Bottom Cord. See Section A /A-6ACeiling Framing Not Shown

Exist. Perlins.. (Not All Shown)

4x6

Hdr.

4x6

Hdr.

4x6 Hdr. 4x6 Hdr.

NEW: Window, Header& Tub/ Shower

4x6 Hdr.

4x6 H

dr.

4x6 H

dr.

4x6 Hdr.4x6 Hdr.

1'-8"

20'-6"

8'-2"

Exist. 2X6 Trusses, Pre-manuf., 48" OC.( 2x6 Ceiling Joits Infill Between Truss)

New 4x6Header

New Window

2x6 Strut w.1/2" CDXPly. Ea. Side

2x4 Joist

Siding: 3/8" T-1-11,No Grove

2x6 Ceiling Joists @ 2' O.C.

Metal Plates, Typ.2x4 King Strut

2x4 Webbing

Exist. H1

2x6 Rafters @ 4' OC

2x4 Perlins @ 2'OC

Corrigated Steel Roofing

Added:Std. 16" Sqr.Pier Pads, w. Straps,Typ.

1x Fascia

Conc. Wallkway

Original StaircaseNo Changes

New 3 1/2" x 12"Trt'd. Glue-Lam2- 5/8" Dia AllThrd. w. BP3plates @ 32" OC

4/12

New 4x8

4x4 Post, typ.

New-2x4 Bracing@ Piers > 5' O.C.

Orig. 2x4 Flr. Joists

3/4" T&G Plank or Plywd Sub-Floor

4x12,Beam # 1

2x4 Std. Wall, Btm & 2 TopPlates, Studs @ 16" OC.

2-2x4 Top Plates

Exist. 4x8Beam1/2" Drywall, Typ.

12

"

24"

2"

2"

2"2"

#4 Rebar Cage: 3 Rows of 3 Horiz & Vert.

1 #4 Vert. J Hook ~ 12"

ABU46

10" Conc. Colum.

5/8" x 12" JBolt Wet SetTied To # 4 Vert Bar

24"

24

"

3000 psi Concrete Footing: 24" x 24"x 12" Deep Into Existing RockGrade. With # 4 Rebar Cage: 2HIgh, 3 Horizontal and 1-#4 BarVertical w./ 12" J Hook at btm. and within 3" of Top of Concrete Column.

2- 5/8" Dia. Rod w. BP3Ea End. @ 32" O.C., Typ.

6"

6"

3"4"

6"

2"

7"

7"

Simp. HL76

4: 3/4" x 3 1/2" Lag Bolts

2: 3/4" x 12" Lag Bolts

Wall

4x12 B

eam

Exis

t 4x8

4x10 Carrier Beam

2- 2x4 plates

2-

2x4 p

late

s

Bolts between 2 topplates, BP3 ea side.

4x12 CarrierBeam

5 1/2" x 12" GLB

HUC412SS

HL46, SS4- 3/4" SSBolts

5 1/2" x 12" GLB

4x12 CarrierBeam

HUS412

HL55SS4 - 1/2" Bolts, SS


Services Inc.

Michael Dresser

R.R. 2 Box 4856

Pahoa, HI 96778

808-333-9047

[email protected]

OWNER:

STEVE LUND

P.O. Box 1222

Pahoa, HI 96778

SITE LOCATION:


Pahoa, HI 96778

TMK

(3)-1-4-010-015

BRIEF DESCRIPTION:



01289



CONTENTS:

SCALE:

DATE: 7-17-2014

REV For & DATE:

SHEET

10-15-15

For: See Rev. Table

Contents A-1B

ROOF FRAMING PLAN

(Original and Existing As Built) Scale 1/4" = 1'

BUILDING SECTION A

Scale 1/2" = 1'

ROOF FRAMING

BUILDING SECTION A

AS BUILT

VAR

A-6B / 11

DECK FOOTING DETAIL A/ A6B

Scale 1/2" = 1'

DETAIL D

Roof Carrier Beams At Entry Overhang

Scale 3/4" = 1'

FRONT DECK OUTSIDE CORNER HARDWAR PLAN DETAIL B-1

Scale 1" = 1'

FRONT DECK CENTER BEAM HARDWAR PLAN DETAIL B-2

Scale 1" = 1'

4'-0

"

1'-4"

1'-6

"

*****

ABU4

3 1/2 x 9 1/2 Lam(Rosb. Big Beam)

4x

4x6 Hdr

ABU66

HDU2

HDU2

4x

Simp. CNW 5/8

5/8 All-Thrd. RodTo Upper HDU

**

2x8 Typ

2 2x8

#4 Re-Bar, 3 Horz. in Footing, Ties@ 2' O.C., Verticals @ 16" O.C. 1In Ea. CMU Cell Block, 1-#4 Horizontal mid and top course.

BPS-3,Typ.

New 18" x 18" X 12- 16" deepConc. Footing, Pad w. 2- #4Rebar Grid @ Posts, Typ.

5/8" Dia. x 12" Wedge Anchor Bolts, @ 32"' O.C and within 12"of End. With Simp. BPS-3, Typ. (Not Shown Existing: 1/2" dia x12" J bolts @ 32"oc tied to # 4vertical bar)

6' -

0"

4x4

1/8" SS Cables@ 3 1/4" OC

10-12" Dia.Ohea Post

5/8" x 12" J. Bolt

CMU Blk. Wall. All CellsGrout Filled. 2500 psi

BP3

6x6 5/8" x 5 1/2" Trex

2x4

A34 SS

6' Guard Rail Fence

1/2" SS Bolts or Lags


Services Inc.

Michael Dresser

R.R. 2 Box 4856

Pahoa, HI 96778

808-333-9047

[email protected]

OWNER:

STEVE LUND

P.O. Box 1222

Pahoa, HI 96778

SITE LOCATION:


Pahoa, HI 96778

TMK

(3)-1-4-010-015

BRIEF DESCRIPTION:



01289



CONTENTS:

SCALE:

DATE: 7-17-2014

REV For & DATE:

SHEET

10-15-15

For: See Rev. Table

Contents A-1B

BUILDING SECTION B

Scale 1/2" = 1'

BUILDING SECTION B

Foundation As Built

VAR

A-7B / 11

2'-8"

1'-0"

3'-0"

3'-0"

3'-0"

2'-0"

3'-0"

3'-0"

7'-6"


Services Inc.

Michael Dresser

R.R. 2 Box 4856

Pahoa, HI 96778

808-333-9047

[email protected]

OWNER:

STEVE LUND

P.O. Box 1222

Pahoa, HI 96778

SITE LOCATION:


Pahoa, HI 96778

TMK

(3)-1-4-010-015

BRIEF DESCRIPTION:



01289



CONTENTS:

SCALE:

DATE: 7-17-2014

REV For & DATE:

SHEET

10-15-15

For: See Rev. Table

Contents A-1B

Lower Bedrm. Closet-Bar Sink Wall Lower Laundry Toilet Wall Lower Toilet & Vanity Wall

Lower Floor Interior Elevations

Main Flr Master Bath

Toilet & Lav WallMain Flr Master

Bath Door WallMain Flr. Master

Bath Shower Wall Main Flr. Master Bath

Towel Bar Wall

Lower Flr. Laundry Left Side Wall Lower Floor Door & Lav Wall

Master Bedroom Elevations

Clost Window Wall Stairway Widow Wall

Kitchen Elevations

Kitchen Refrig & Stove Wall Pantry and Wall Cabinet Wall

MASTER BATHROOM ELEVATIONS

INTERIOR ELEVATIONS

1/2" = 1'

A-10 / 11

1'-0"

6"

Existing and Original Pier Pads and Posts

16" x 16" x 6"Footing Pad.

Exist. 2x Joists Atop 4x Girts

Exist. 3/8" T-1-11Siding, NG

5" Wall Flashing

Corrugated Metal Roofing

Existing Metal Roofing, Over2x4 Perlins @ 2' OC, Over2x6 Manuf. Trusses.

H2.5

Std. Pre-Cast. 16" Sqr.Pier Pad w. 2 Straps

4x4

2x4

ACE4

4x6

Exist. Solid & Ply Sub-Flrs. 1 1/8" Plywd Sub-Flr.

2x6

LUS26

2x4 Btm Plate

2x4 Studs @ 16" OC

2- 2x4 Top Plates

5/8" T-1-11 Siding, NG.

1/2" Gyp.

2x4

4x6 Hdr.

2- 2x4

Bi-Pass Door Opn.

Exist. 2x6 Btm Cord & Ceiling Joists

2x8 Ledger

2x6 Rafters @ 24" OC

Pitch 4/12

2x Fascia

2x4 Perlins Atop 1/2" CDX Atop 2x6 Rafters @ 24" OC.

1'-4"

1'-4"

2'-8"

5/8" x 12" J Bolt to5/8" Connect Rod

New Conc. FootingEncasing Existing PierPad, #4 Rebar Epox'dInto Exist. Slab MSTA18

Strap Ea. Side

Tile over Hardibacker over 3/4" T&G PlywoodSubfloor. Level with existing house floor.

4x84x4

ABU44

Existing Slab. Abutting Conc.Retain Wall In Foreground

2x12

Steel Roofing, Atop 2x4

Perlins @ 24" OC.

4/12

4x12LCE4-SS

6'-0"

2x4

5/8" x 5 1/2"Trex Fence

2x4

HDU2

HUC48

2x6 Top Joists Inside Room, Ripped For Ht To Existing.

2x8

4x4

Exist. 3/8"T-1-11 NG.

2x4 Std. Wall, 1 Btm Plate,Studs @ 16" OC, 2 Top Plates

4x8

2x6

Exist. H1Ea. Rafter

HDU2

HDU2Behind 4x4

5/8" Dia. All-Thread

BPS3

BPS3

5/8" Dia.All-Thread

HDU2

HDU2 Behind 4x4

Simp. CNW 5/8

Existing Engr. Manuf. Trusses: 2x6 Top and Bottom Cord, with2x4 Webbing, 2x6 King Post

118" X 82" Patio Slider Opn

E. 2x6 C.Joist


Services Inc.

Michael Dresser

R.R. 2 Box 4856

Pahoa, HI 96778

808-333-9047

[email protected]

OWNER:

STEVE LUND

P.O. Box 1222

Pahoa, HI 96778

SITE LOCATION:


Pahoa, HI 96778

TMK

(3)-1-4-010-015

BRIEF DESCRIPTION:



01289



CONTENTS:

SCALE:

DATE: 7-17-2014

REV For & DATE:

SHEET

10-15-15

For: See Rev. Table

Contents A-1B

BUILDING SECTION D / A-8A

AT NEW MASTER BEDROOM PS OPN.

BUILDING SECTION C / A-8

AT POP OUT CLOSET

A-8B / 11

Scale 3/4" = 1'

Scale 3/4" = 1'

BUILDING

SECTIONS C & D

1/2" = 1'


Services Inc.

Michael Dresser

R.R. 2 Box 4856

Pahoa, HI 96778

808-333-9047

[email protected]

OWNER:

STEVE LUND

P.O. Box 1222

Pahoa, HI 96778

SITE LOCATION:


Pahoa, HI 96778

TMK

(3)-1-4-010-015

BRIEF DESCRIPTION:



01289



CONTENTS:

SCALE:

DATE: 7-17-2014

REV For & DATE:

SHEET

10-15-15

For: See Rev. Table

Contents A-1B

A-11 / 11

M. Bedrm. To Closet Wall

M. Bath Lav-Toilet WallM. Bath Extr. Wall M. Bath Tub-Shwr. Wall

M. Bath- Kitchen Wall

M. Bedrm Pond / Ocean View Wall M. Bedrm. Extr. Bed Wall

M. Bedrm. to Kitchen Wall

INTERIOR ELEVATIONS

Master Bathroom & Bedroom

3/4" = 1'

7 1

/4"

3'-0

"

11"

2x Top Cap

1/8" S.S. Cable@ 3 1/4" O.C.

1 1/2" Rnd Wall HandrailContinous ToLandings

1 1/2" Graspable Top CapHandrail On Guard Rail Side

6x6 Stairway Extn Beam, 2- 1/4"x 8" lags, countersunk @ 12"O.C. into Existing 2x 6 Deck Joist

6x6 Beam Added ForStairway Width Increase 2- 1/4" x 8" Ledger Lags @ 12"O.C. to Existing 2x12 Stringer

GradeBackground

D01

D05

12"

11'-6"

5'-4

"

13'-6"

1"

W1

W2

Motion

11 1/4" Width @12" Walk Line

2x12 Stringers

9 - 7 1/4" Risers8 - 11" Treads

Gate

W3

W4

New Wood Winder.

Guard Rail w. Cables @ 3 1/4" OC,w. Gripable Top Cap Handrail, Typ.

New Conc. Winder

8" @ Intr. Walk Line

Wall Hand-Rail

6x6 Beam Added For StairwayWidth Increase2- 1/4" x 8" Ledger Lags @ 12"O.C. to Existing 2x12 Stringer

UP

2'-8"

2'-2"

4'-0"

2'-0"

3'-6"

3'-4"

9'-2"

2'-8" 2'-8" 2'-4"

2'-0"

6'-0"

Exist. Sub-GradeConc. Slab

cl

New Footing Encasing Existing Pier Pad

New

New Conc. Footing

New Deck Conc. Footing/Column with Wd. Post

Original Stairway Slab





3'- 0

"

New Ftg.New Ftg.


Services Inc.

Michael Dresser

R.R. 2 Box 4856

Pahoa, HI 96778

808-333-9047

[email protected]

OWNER:

STEVE LUND

P.O. Box 1222

Pahoa, HI 96778

SITE LOCATION:


Pahoa, HI 96778

TMK

(3)-1-4-010-015

BRIEF DESCRIPTION:



01289



CONTENTS:

SCALE:

DATE: 7-17-2014

REV For & DATE:

SHEET

10-15-15

For: See Rev. Table

Contents A-1B

STAIRWAY ENTRY & SIDE

DETAIL FLOOR AND

ELEVATION PLANS

ENTRY STAIRWAY

FRAMING DETAIL C / A-9

STAIRWAY ELEVATION DETAILS

Scale 1/2 = 1'

Foundation

Enlarged Plan

Scale 1/2" = 1'

RIGHT SIDE ELEVATION DETAIL

Scale 1/2" = 1'

A-9 / 11

Documents

Relocated Septic Tank, kWall NA A 2 ' -0 24'-0 - 1 1 80.43 ...House++Combined+Rev.… · Attic 2x6 Strut with 1/2" CDX Ply Gussets / L P Foundation Updated & Correct To Built Conditions