24’ x 36’ CABIN - SDSCADsdscad.com/pdf/2436cabinl.pdf · 2019-04-08 · 24’ x 36’ cabin 2...

VAULTED CEILING

LIVING ROOM11'-1" x 11'-6"11'-10" x 10'-0"

BEDROOM

11'-1" x 11'-6"11'-10" x 10'-0" DINING ROOM

BEDROOM

5'-9" x 2'-3"5'-9" x 2'-3"CLOSET

CLOSET

11'-0" x 9'-2"

11'-5" x 7'-1"

BATH

PORCH

11'-1" x 10'-1"

5'-2" x 3'-0"STORAGE/CLOSET

KITCHEN

5'-4" x 2'-8"UTILITY

WH

MW

RE

F

DW

FURN.

W/D

RANGE

DECK11'-5" x 7'-7"

24’ x 36’ CABIN2 BEDROOM1 BATHLIVING ROOMDINING ROOMKITCHENFRONT PORCHREAR DECK

3 PLAN OPTIONS :

1. T-FOUNDATION WITH CRAWL SPACE AND CLEAR SPAN I-JOIST FLOOR

2. T-FOUNDATION WITH CRAWL SPACE, 9 1/2” I-JOIST FLOOR, AND BEARING WALL

3. THICKENED EDGE CONCRETE SLAB FOUNDATION AND FLOOR

2 BEDROOM 1 BATH CABIN

463 North State, Preston, Idaho 83263Drafting, Design of PrestonDDP PROJECT NAME AND ADDRESS

PAGE TITLE:

TITLE PAGE

XORDERED BY:

PAGE OF

2436-2BD-1BT-1F-CS-001

SCALE NTSL. MOOREDRAWN BY:

3/4/03DATE:

PROJECT NO.:

DESCRIPTIONFRONT ELEVATION (BOTH JOIST OPTIONS)FRONT ELEVATION (ON SLAB OPTION)RIGHT ELEVATION (BOTH JOIST OPTIONS)RIGHT ELEVATION (ON SLAB OPTION)BACK ELEVATION (BOTH JOIST OPTIONS)BACK ELEVATION (ON SLAB OPTION)LEFT ELEVATION (BOTH JOIST OPTIONS)LEFT ELEVATION (ON SLAB OPTION)FLOOR PLAN LAYOUT (BOTH JOIST OPTIONS)FLOOR PLAN LAYOUT (ON SLAB OPTION)FLOOR PLAN DIMENSIONED (CLEAR SPAN JOIST OPTION)FLOOR PLAN DIMENSIONED (9 1/2" I-JOIST BEARING WALL OPTIONFLOOR PLAN DIMENSIONED (ON SLAB OPTION)FOUNDATION PLAN (BOTH JOIST OPTIONS)FOUNDATION PLAN (9 1/2" I-JOIST BEARING WALL OPTION)FOUNDATION PLAN (ON SLAB OPTION)DECK PLAN (BOTH JOIST OPTIONS)DECK PLAN (ON SLAB OPTION)ELECTRICAL PLAN (BOTH JOIST OPTIONS)ELECTRICAL PLAN (ON SLAB OPTION)PLUMBING PLAN (BOTH JOIST OPTIONS)PLUMBING PLAN (ON SLAB OPTION)HEATING PLAN (BOTH JOIST OPTIONS)HEATING PLAN (ON SLAB OPTION)SECTION A-A (CLEAR SPAN JOIST OPTION)SECTION A-A (9 12" I-JOIST BEARING WALL OPTION)SECTION A-A (ON SLAB OPTION)SECTION B-B (CLEAR SPAN JOIST OPTION)SECTION B-B (9 12" I-JOIST BEARING WALL OPTION)SECTION B-B (ON SLAB OPTION)SECTION C-C (CLEAR SPAN JOIST OPTION)SECTION C-C (9 12" I-JOIST BEARING WALL OPTION)SECTION C-C (ON SLAB OPTION)SECTION D-D (BOTH JOIST OPTIONS)SECTION D-D (ON SLAB OPTION)SECTION E-E (BOTH JOIST OPTIONS)SECTION E-E (ON SLAB OPTION)SECTION F-F, ELEVATION G (9 1/2" I-JOIST BEARING WALL OPTIONELEVATION A, B, C, D (ALL OPTIONS)ELEVATION E, F (ALL OPTIONS)WINDOW AND DOOR SCHEDULE (ALL OPTIONS)GENERAL SPECIFICATIONS

INDEXPAGE123456789101112131415161718192021222324252627282930313233343536373839404142

GRADE

FINISHED FLOOR

FINISHED CEILING

1'-6"

PER CODE

2'-11"

8'-1"

40 YEAR ARCHITECTURAL FIBERGLASS/ASPHALT SHINGLES OR METAL ROOFING, COLOR AND

MATERIAL PER OWNER, OVER 30 LB. FELTON 5/8" SHEATHING VENTED RIDGE

126RISE

RUN

5" DIA WOOD PILLARS.FINISH PER OWNER.

17'-5"

RAIL HEIGHT 36".RAISED SHOE.NO OPENING SHALL ALLOW A 4" DIA.BALL TO PASS THROUGH.MAT'L AND FINISH PER OWNER.



PAGE TITLE:

FRONT ELEVATION (BOTH JOIST OPTIONS)

XORDERED BY:

PAGE 1 OF 42

2436-2BD-1BT-1F-CS-001

SCALE 1/8" = 1'L. MOOREDRAWN BY:

3/4/03DATE:

PROJECT NO.:

4" THICK CONC.W/ MINIMUM 4X4-4/4WELDED WIRE MESHREINFORCEMENT

10"

7"

VENTED SOFFIT

2'-4"

1'-6"

FINISHED PORCH

GRADE

FINISHED FLOOR

FINISHED CEILING

1'-6"

PER CODE

4"

8'-1"


MATERIAL PER OWNER, OVER 30 LB. FELTON 5/8" SHEATHING VENTED RIDGE

126RISE

RUN

5" DIA WOOD PILLARSW/ METAL POST BASE.

FINISH PER OWNER.

14'-10"




PAGE TITLE:

FRONT ELEVATION (ON SLAB OPTION)

XORDERED BY:

PAGE 2 OF 42

2436-2BD-1BT-1F-CS-001


3/4/03DATE:

PROJECT NO.:

THICKENED EDGECONC. SLABW/ MINIMUM 4X4-4/4WELDED WIRE MESHREINFORCEMENT ANDREBAR AS REQUIRED PER CODE

VENTED SOFFIT

1'-6"

GRADE

FINISHED CEILING

FINISHED FLOOR

FINISHED PORCHFINISHED DECK

PER CODE

1'-6"

1'-6"

1138"

7"10"

1'1'-71

4"

8'-8"

14'-5"

2'-4"

7"

FINISHED CEILING

2'-4"2'-11"

8'-1"14'-5"

5" DIA. WOOD PILLARS

FINISH PER OWNER

4 X 4 WOOD COLUMNSFINISH PER OWNER


METAL BEAM SEAT/STANDOFF ATTACHING DOUBLED PRESSURETREATED 2 X 8 BEAM TO PILLAR

TREADS, STRINGERS AND FOOT BOARD OF PRESSURE TREATED OR EQUAL LUMBER



PAGE TITLE:

RIGHT ELEVATION (BOTH JOIST OPTIONS)

XORDERED BY:

PAGE 3 OF 42

2436-2BD-1BT-1F-CS-001


3/4/03DATE:

PROJECT NO.:


MATERIAL PER OWNER, OVER 30 LB. FELTON 5/8" SHEATHING

VENTED RIDGE

12RUN

RISE6

VENTEDSOFFIT

CONC. PILLARS PER CODE

GRADE

FINISHED CEILING

FINISHED FLOOR

PER CODE

1'-6"

1'-6"

1138"

8'-1" 11'-10"

FINISHED CEILING

4"

8'-1"

11'-10"

5" DIA. WOOD PILLARS ON METAL

POST BASE. FINISH PER

OWNER

4 X 4 WOOD COLUMNSON METAL POST BASE.

FINISH PER OWNER.




PAGE TITLE:

RIGHT ELEVATION (ON SLAB OPTION)

XORDERED BY:

PAGE 4 OF 42

2436-2BD-1BT-1F-CS-001


3/4/03DATE:

PROJECT NO.:


MATERIAL PER OWNER, OVER 30 LB. FELTON 5/8" SHEATHING

VENTED RIDGE

12RUN

RISE6

VENTEDSOFFIT


PRESSURE TREATED OR EQUAL

2 X 8 RIM JOIST

1'-6"

4 X 4 WOOD COLUMNSFINISH PER OWNER.

RAIL HEIGHT 36".RAISED SHOE.

NO OPENING SHALL ALLOW A 4" DIA.BALL TO PASS THROUGH.

MAT'L AND FINISH PER OWNER.

FINISHED DECK

FINISHED FLOOR

2'-4"GRADE

40 YEAR ARCHITECTURAL FIBERGLASS/ASPHALTSHINGLES OR METAL ROOFING, COLOR ANDMATERIAL PER OWNER, OVER 30 LB. FELTON 5/8" SHEATHING

FINISHED CEILING

VENTED SOFFIT1'-6"

VENTED RIDGE

RUN12

RISE6

17'-5"

8'-1"

7"

10"

2'-11"

PER CODE

Drafting, Design of Preston463 North State, Preston, Idaho 83263

2 BEDROOM 1 BATH CABINDDP PROJECT NAME AND ADDRESS

BACK ELEVATION (BOTH JOIST OPTIONS)PAGE TITLE:

PROJECT NO.:

SCALE 1/8" = 1'

2436-2BD-1BT-1F-CS-001

L. MOOREDRAWN BY:

ORDERED BY:

XDATE:

3/4/03 PAGE 5 OF 42

METAL BEAM SEAT/STANDOFF ATTACHING DOUBLED PRESSURE

TREATED 2 X 8 BEAM TO PILLAR

CONC. PILLARSPER CODE

1'7"10"

TREADS, STRINGERS ANDFOOT BOARD OF PRESSURETREATED OR EQUAL LUMBER

1'-6" 4 X 4 WOOD COLUMNSON METAL POST BASE.FINISH PER OWNER.




FINISHED FLOOR

GRADE


FINISHED CEILING

VENTED SOFFIT1'-6"

VENTED RIDGE

RUN12

RISE6

8'-1"

4"

PER CODE

Drafting, Design of Preston463 North State, Preston, Idaho 83263

2 BEDROOM 1 BATH CABINDDP PROJECT NAME AND ADDRESS

BACK ELEVATION (ON SLAB OPTION)PAGE TITLE:

PROJECT NO.:

SCALE 1/8" = 1'

2436-2BD-1BT-1F-CS-001

L. MOOREDRAWN BY:

ORDERED BY:

XDATE:

3/4/03 PAGE 6 OF 42


14'-10"

5" DIA. WOOD PILLARSFINISH PER OWNER

1138"

14'-5"8'-1"

FINISHED PORCH

FINISHED FLOOR

GRADE

2'-11"2'-4"10"

7"

FINISHED CEILING


TREADS, STRINGERS AND FOOT BOARD OF PRESSURE TREATED OR EQUAL LUMBER




1'-6"

METAL BEAM SEAT/STANDOFF ATTACHING DOUBLED PRESSURE

TREATED 2 X 8 BEAM TO PILLAR

4 X 4 WOOD COLUMNS

FINISH PER OWNER

14'-5"

8'-8"

2'-4" PER CODE

FINISHED DECK

1'-714"

1'

FINISHED CEILING

1'-6"

7"

VENTED RIDGERISE

6

RUN12

VENTEDSOFFIT

ORDERED BY:



PAGE TITLE:

LEFT ELEVATION (BOTH JOIST OPTIONS)

X 2436-2BD-1BT-1F-CS-001

SCALE 1/8" = 1'3/4/03DATE:

L. MOOREDRAWN BY:

PROJECT NO.:

PAGE 7 OF 42

CONC. PILLARS PER CODE

5" DIA. WOOD PILLARSON METAL POST BASE.FINISH PER OWNER.

1138"

8'-1"

FINISHED FLOOR GRADE

FINISHED CEILING





1'-6"

4 X 4 WOOD COLUMNS ON METAL POST BASE.

FINISH PER OWNER.

4"

PER CODE

FINISHED CEILING

1'-6"

VENTED RIDGERISE

6

RUN12

VENTEDSOFFIT

ORDERED BY:



PAGE TITLE:

LEFT ELEVATION (ON SLAB OPTION)

X 2436-2BD-1BT-1F-CS-001

SCALE 1/8" = 1'3/4/03DATE:

L. MOOREDRAWN BY:

PROJECT NO.:

PAGE 8 OF 42


11'-10"11'-10"

ORDERED BY:

VAULTED CEILING

LIVING ROOM


463 North State, Preston, Idaho 83263Drafting, Design of Preston

11'-1" x 11'-6"11'-10" x 10'-0"BEDROOM

PROJECT NAME AND ADDRESSDDPFLOOR PLAN LAYOUT (BOTH JOIST OPTIONS)PAGE TITLE:

X

11'-1" x 11'-6"11'-10" x 10'-0" DINING ROOM

BEDROOM

5'-9" x 2'-3"5'-9" x 2'-3"CLOSET

CLOSET

PROJECT NO.:

SCALE 1/8" = 1'

2436-2BD-1BT-1F-CS-001

11'-0" x 9'-2"

11'-5" x 7'-1"

BATH

PORCH

L. MOOREDRAWN BY:

3/4/03DATE:

PAGE 9 OF 42

11'-1" x 10'-1"


KITCHEN


WH

MW

REF

DW

FURN.

W/D

RANGE

DECK11'-5" x 7'-7"

ORDERED BY:

VAULTED CEILING

LIVING ROOM



11'-1" x 11'-6"11'-10" x 10'-0"BEDROOM

PROJECT NAME AND ADDRESSDDPFLOOR PLAN LAYOUT (ON SLAB OPTION)PAGE TITLE:

X

11'-1" x 11'-6"11'-10" x 10'-0" DINING ROOM

BEDROOM

5'-9" x 2'-3"5'-9" x 2'-3"CLOSET

CLOSET

PROJECT NO.:

SCALE 1/8" = 1'

2436-2BD-1BT-1F-CS-001

11'-0" x 9'-2"

11'-5" x 7'-1"

BATH

PORCH

L. MOOREDRAWN BY:

3/4/03DATE:

PAGE 10 OF 42

11'-1" x 10'-1"


KITCHEN


WH

MW

REF

DW

FURN.

W/D

RANGE

DECK11'-5" x 7'-7"

DNDN

DN

2 5/

16x1

6 I-J

oist

s 1

6" O

CDN

8'-2"

8'-6"

2'-11"

2'-11"

5'-1134"

24'

9'-11"

3'-3"

10'-10"

5'-4"

4'-7"

1'-712"

36'

12'-6" 12' 5'-7" 5'-11"

6'-8" 5'-10"

2'-3"

3'-9" 3'-9"

2'-1"

3'-1"

2'-10"

36'

11'-10"11'-6"12'-8"

5'-112"6'-81

2"5'-7"5'7'-8"

24'

10'-8"

2'-8"

10'-8"

5'-4"

5'-4"

5'-4"

5'-4"

7'-1"

1'-812"

1'-812"

7'-7"

5'-7"

3'

5'-6"

7'-6"

4'

1'-712"

2'-412"

5'

1'-634"

1'-634"

RANGE

W/D

REF

MW

FURN.

CRAWL SPACEAND ATTICACCESSPANELS

ATTIC ACCESSPANEL

Drafting, Design of PrestonDDP463 North State, Preston, Idaho 83263

2 BEDROOM 1 BATH CABINPROJECT NAME AND ADDRESS

PAGE TITLE:

FLOOR PLAN DIMENSIONED (CLEAR SPAN JOIST OPTION) PAGE 11 OF 42

2436-2BD-1BT-1F-CS-001DRAWN BY:

L. MOORE

ORDERED BY:

X

SCALE 1/8" = 1'3/4/03DATE:

PROJECT NO.:

WH

DW

3

2

2

1

94

8

5 6

7

1

3

4 5

2

2 2

2

66

5'-11"

AA

BB

CC

DD

EE

ELEV

ELEVA

B

C

D

E

F

DNDN

DN

1 3/

4x9

1/2

I-Joi

sts

16"

OC

DN

8'-2"

8'-6"

2'-11"

2'-11"

5'-1134"

24'

9'-11"

3'-3"

10'-10"

5'-4"

4'-7"

1'-712"

36'

12'-6" 12' 5'-7" 5'-11"

6'-8" 5'-10"

2'-3"

3'-9" 3'-9"

2'-1"

3'-1"

2'-10"

36'

11'-10"11'-6"12'-8"

5'-112"6'-81

2"5'-7"5'7'-8"

24'

10'-8"

2'-8"

10'-8"

5'-4"

5'-4"

5'-4"

5'-4"

7'-1"

1'-812"

1'-812"

7'-7"

5'-7"

3'

5'-6"

7'-6"

4'

1'-712"

2'-412"

5'

1'-634"

1'-634"

RANGE

W/D

REF

MW

FURN.


ATTIC ACCESSPANEL



PAGE TITLE:

FLOOR PLAN DIM'D (9 1/2" I-JOIST BEARING WALL OPTION) PAGE 12 OF 42


L. MOORE

ORDERED BY:

X

SCALE 1/8" = 1'3/4/03DATE:

PROJECT NO.:

WH

DW

3

2

2

1

94

8

5 6

7

1

3

4 5

2

2 2

2

66

5'-11"

AA

BB

CC

DD

EE

ELEV

ELEVA

B

C

D

E

F

8'-2"

8'-6"

2'-11"

2'-11"

5'-1134"

24'

9'-11"

3'-3"

10'-10"

5'-4"

4'-7"

1'-712"

36'

12'-6" 12' 5'-7" 5'-11"

6'-8" 5'-10"

2'-3"

3'-9" 3'-9"

2'-1"

3'-1"

2'-10"

36'

11'-10"11'-6"12'-8"

5'-112"6'-81

2"5'-7"5'7'-8"

24'

10'-8"

2'-8"

10'-8"

5'-4"

5'-4"

5'-4"

5'-4"

7'-1"

1'-812"

1'-812"

7'-7"

5'-7"

3'

7'-6"

1'-712"

5'

1'-634"

1'-634"

RANGE

W/D

REF

MW

FURN.


ATTIC ACCESSPANEL



PAGE TITLE:

FLOOR PLAN DIMENSIONED (ON SLAB OPTION) PAGE 13 OF 42


L. MOORE

ORDERED BY:

X

SCALE 1/8" = 1'3/4/03DATE:

PROJECT NO.:

WH

DW

3

2

2

1

94

8

5 6

7

1

3

4 5

2

2 2

2

66

5'-11"

AA

BB

CC

DD

EE

ELEV

ELEVA

B

C

D

E

F

PIER DIAMETER PER CODEBOTTOM BELOW FROST LINE PER CODETOP ABOVE GROUND LEVEL PER CODE

VENTS 216 SQ. IN. EA. BOTTOM ABOVE GRADE PERCODE, SCREENED AGAINST RODENTS AND INSECTS

463 North State, Preston, Idaho 83263

2 BEDROOM 1 BATH CABINDDPDrafting, Design of Preston

PROJECT NAME AND ADDRESS

PAGE TITLE:

FOUNDATION PLAN (CLEAR SPAN JOIST OPTION)

2436-2BD-1BT-1F-CS-001

SCALE 1/8" = 1'

PROJECT NO.:

L. MOOREDRAWN BY:

ORDERED BY:

XDATE:

3/4/03 PAGE 14 OF 42


24'

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

36'

8'11'-5"12'-7" 6' 6'

12'

BACKFILL

4" COMPACTED SAND COVERED W/VAPOR BARRIER

7'-6"

39'-6"

PIER DIAMETER PER CODEBOTTOM BELOW FROST LINE PER CODETOP ABOVE GROUND LEVEL PER CODE

VENTS 216 SQ. IN. EA. BOTTOM ABOVE GRADE PERCODE, SCREENED AGAINST RODENTS AND INSECTS




PAGE TITLE:

FOUNDATION PLAN (9 1/2" I-JOIST BEARING WALL OPTION)

2436-2BD-1BT-1F-CS-001

SCALE 1/8" = 1'

PROJECT NO.:

L. MOOREDRAWN BY:

ORDERED BY:

XDATE:

3/4/03 PAGE 15 OF 42


24'

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

36'

8'11'-5"12'-7" 6' 6'

12'

BACKFILL

4" COMPACTED SAND COVERED W/VAPOR BARRIER

9'-11"

14'-1"

FF 7'-73

4"

ELEV

G4" COMPACTED SANDCOVERED W/VAPOR BARRIER

7'-6"

39'-6"




PAGE TITLE:

FOUNDATION PLAN (ON SLAB OPTION)

2436-2BD-1BT-1F-CS-001

SCALE 1/8" = 1'

PROJECT NO.:

L. MOOREDRAWN BY:

ORDERED BY:

XDATE:

3/4/03 PAGE 16 OF 42

24'

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

36'

8'

11'-5"12'-7" 12'

4" COMPACTED SAND UNDER SLAB

7'-6"

39'-6"

DN DN

12'

2'

4' 8'

4'

3'-6"

5'-11"

6'



PAGE TITLE:

DECK PLAN (BOTH JOIST OPTIONS)

XORDERED BY:

PAGE 17 OF 42

2436-2BD-1BT-1F-CS-001


3/4/03DATE:

PROJECT NO.:

PR

ES

SU

RE

TR

EA

TED

OR

EQ

UAL

2 X

8 J

OIS

TS @

24"

O.C

.

DECKING OF PRESSURE TREATED 2x LUMBER OR EQUAL

12'

8'

4'

3'-6"

5'-11"

6'



PAGE TITLE:

DECK PLAN (ON SLAB OPTION)

XORDERED BY:

PAGE 18 OF 42

2436-2BD-1BT-1F-CS-001


3/4/03DATE:

PROJECT NO.:

D

WP




PAGE TITLE:

ELECTRICAL PLAN (BOTH JOIST OPTIONS)

2436-2BD-1BT-1F-CS-001

SCALE 1/8" = 1'

PROJECT NO.:

L. MOOREDRAWN BY:

ORDERED BY:

XDATE:

3/4/03 PAGE 19 OF 42

WP

WP

WP

WP WP WP WP

WP

WP

WPWPWP

A

D

D

D

W

$

$$

$

$$

$$

$$ $

$ $

$

$$$

$$

3

3

33T C.H

.

$D

$

$

$

3

D

W$

A

C.H.

DESCRIPTION

F

T

M.W.

W/D

FURN

RANGE

F

BEDROOM

TV

PORCH

LIGHTRECESSED

TV

TV

BATH

F

BEDROOM

TV

CLOSET

TV

F

CLOSETSTORAGE/

LIVING ROOM

CLOSET

SD

TV

SD

TVF

DINING ROOM

SDWH

LIGHT BAR

REF

KITCHEN

DECK

FLUORESCENT FIXTURE

MOTION DETECTOR YARD LIGHT FIXTURE

WALL SCONCE PORCH LIGHT FIXTURE

FLUSH MOUNTED PANEL BOX

TELEVISION ANTENNA/CABLE JACK

LIGHT EACH CORNERMOTION SENSOR

TELEPHONE

DOOR BELL BUTTON

TV

SMOKE DETECTOR

THERMOSTAT

EXHAUST FAN

CHIMES

SD

WASTE DISPOSAL SWITCH

DUPLEX RECEPTACLE OUTLET

DEDICATED CIRCUIT SINGLE OUTLET

RECESSED LIGHT FIXTURE

SPLIT WIRED QUADRUPLEX RECEPTACLE OUTLET

WEATHER PROOF DUPLEX RECEPTACLE OUTLET

UTILITY

SINGLE-POLE SWITCH

LIGHT BAR FIXTURE

THREE-WAY SWITCH

DIMMER SWITCH

LIGHT FIXTURE

CEILING FAN /LIGHT

SINGLE OUTLET

230 VOLT OUTLET

SYM

D

WP




PAGE TITLE:

ELECTRICAL PLAN (ON SLAB OPTION)

2436-2BD-1BT-1F-CS-001

SCALE 1/8" = 1'

PROJECT NO.:

L. MOOREDRAWN BY:

ORDERED BY:

XDATE:

3/4/03 PAGE 20 OF 42

WP

WP

WP

WP WP WP WP

WP

WP

WPWPWP

A

D

D

D

W

$

$$

$

$$

$$

$$ $

$ $

$

$$$

$$

3

3

33T C.H

.

$D

$

$

$

3

D

W$

A

C.H.

DESCRIPTION

F

T

M.W.

W/D

FURN

RANGE

BEDROOM

F

TV

PORCH

LIGHTRECESSED

TV

TV

BATH

BEDROOM

F

TV

CLOSET

TV

CLOSETSTORAGE/

LIVING ROOMF

CLOSET

SD

TV

SD

TVF

DINING ROOM

SDWH

LIGHT BAR

REF

KITCHEN

DECK

FLUORESCENT FIXTURE

WALL SCONCE PORCH LIGHT FIXTURE

FLUSH MOUNTED PANEL BOX

TELEVISION ANTENNA/CABLE JACK

MOTION DETECTOR YARD LIGHT FIXTURE

LIGHT EACH CORNERMOTION SENSOR

TELEPHONE

DOOR BELL BUTTON

TV

SMOKE DETECTOR

THERMOSTAT

EXHAUST FAN

CHIMES

SD

DUPLEX RECEPTACLE OUTLET

DEDICATED CIRCUIT SINGLE OUTLET

RECESSED LIGHT FIXTURE

SPLIT WIRED QUADRUPLEX RECEPTACLE OUTLET

WEATHER PROOF DUPLEX RECEPTACLE OUTLET

WASTE DISPOSAL SWITCH

UTILITY

SINGLE-POLE SWITCH

LIGHT BAR FIXTURE

THREE-WAY SWITCH

DIMMER SWITCH

LIGHT FIXTURE

CEILING FAN /LIGHT

SINGLE OUTLET

230 VOLT OUTLET

SYM

FROST FREE FAUCET

FROST FREE FAUCET

FROST FREE FAUCET

FROST FREE FAUCET

CATCH PAN W/FLOOR DRAINUNDER WATER HEATER

PLUMB GAS FOR RANGE

PLUMB GAS TO FURNACEAND WATER HEATER

CATCH PAN W/ FLOORDRAINUNDER WASHER/DRYER




PAGE TITLE:

PLUMBING PLAN (BOTH JOIST OPTIONS)

2436-2BD-1BT-1F-CS-001

SCALE 1/8" = 1'

PROJECT NO.:

L. MOOREDRAWN BY:

ORDERED BY:

XDATE:

3/4/03 PAGE 21 OF 42

WH

PLUMB WATER FOR ICE MAKER

FURN.

DW

W/D

RANGE

NOTE:INSULATE ALL WATER PIPES IN CRAWL SPACETO PREVENT FREEZING.

FROST FREE FAUCET

FROST FREE FAUCET

FROST FREE FAUCET

FROST FREE FAUCET

CATCH PAN W/FLOOR DRAINUNDER WATER HEATER

PLUMB GAS FOR RANGE

PLUMB GAS TO FURNACEAND WATER HEATER

CATCH PAN W/ FLOORDRAINUNDER WASHER/DRYER




PAGE TITLE:

PLUMBING PLAN (ON SLAB OPTION)

2436-2BD-1BT-1F-CS-001

SCALE 1/8" = 1'

PROJECT NO.:

L. MOOREDRAWN BY:

ORDERED BY:

XDATE:

3/4/03 PAGE 22 OF 42

WH

PLUMB WATER FOR ICE MAKER

FURN.

DW

W/D

RANGE

RANGE

W/D

REF

MW

FURN.



PAGE TITLE:

HEATING PLAN (BOTH JOIST OPTIONS) PAGE 23 OF 42


L. MOORE

ORDERED BY:

X

SCALE 1/8" = 1'3/4/03DATE:

PROJECT NO.:

WH

DW

WA

CAWA

WA

WAWA

WA

WA

NOTE:INSULATE HEAT DUCTS IN CRAWL SPACE TO PREVENT LOSS OF HEAT INTO CRAWL SPACE.

RANGE

W/D

REF

MW

FURN.



PAGE TITLE:

HEATING PLAN (ON SLAB OPTION) PAGE 24 OF 42


L. MOORE

ORDERED BY:

X

SCALE 1/8" = 1'3/4/03DATE:

PROJECT NO.:

WH

DW

WA

CAWA

WA

WAWA

WA

WA

NOTE:INSTALL HEAT DUCTS IN GROUND BEFORE POURING SLAB.

5/8" SHEETROCK

30 LB. FELT W/ ICE AND WATER SHIELD

FACIA GUTTER

GRADE

MOISTURE BARRIER

STEEL REBAR PER CODE4" PERIMETER DRAIN TILE IN GRAVEL

16" I-JOISTS @ 16" O.C

ENGINEERED ROOF TRUSSES @ 24" O.C.

2 x 6 STUDS @ 16" O.C.

1 X 6 REDWOOD FACIA

5/8" SUB-SIDING

1/2" SHEETROCK

2 x 6 PLATE

VINYL SIDING

R-38 CEILING INSULATION

R-19 WALL INSULATION

R-21 MINIMUM FLOOR INSULATION

2 X 4 INSULATION STOP

VENTED SOFFIT

RAFTER VENT

3/4" PRESSURE TREATED T & G PLYWOOD OR OSB EQUIVALENT SUBFLOOR GLUED ANDNAILED PER MFGR'S SPECIFICATIONS

1/2" X 12 J-ANCHORSPACED PER CODEINSTALL ALL OTHER REQUIRED TIES PER CODE

5/8" CDX PLYWOOD OR OSB EQUIVALENTROOF SHEATHING INSTALLED PER MFGR'S SPECIFICATIONS

VAPOR BARRIERON 4" COMPACTED SAND

1/4" FOAM INSULATION OR EQUAL

2 x 6 TOP PLATES

2436-2BD-1BT-1F-CS-001

PAGE 25 OF 42



PROJECT NAME AND ADDRESSDDPSECTION A-A (CLEAR SPAN JOIST OPTION)PAGE TITLE:

3/4/03DATE:

ORDERED BY:

X

L. MOOREDRAWN BY:

SCALE 1/4" = 1'

PROJECT NO.:

PRESSURE TREATED OR EQUAL 2 x 8 MUDSILL

40 YEAR ARCHITECTURAL FIBERGLASS/ASPHALT SHINGLES OR METAL ROOFING, COLOR AND MATERIAL PER OWNER

DOUBLE 1/2" PLYWOOD BACKERS

RIM JOIST

1'-6"

9"

8"

5/8" SHEETROCK


FACIA GUTTER

GRADE

MOISTURE BARRIER

STEEL REBAR PER CODE4" PERIMETER DRAIN TILE IN GRAVEL


2 x 6 STUDS @ 16" O.C.

1 X 6 REDWOOD FACIA

5/8" SUB-SIDING

1/2" SHEETROCK

2 x 6 PLATE

VINYL SIDING



R-21 MINIMUM FLOOR INSULATION


VENTED SOFFIT

RAFTER VENT

3/4" PRESSURE TREATED T & G PLYWOOD OR OSB EQUIVALENT SUBFLOOR GLUED ANDNAILED PER MFGR'S SPECIFICATIONS





2 x 6 TOP PLATES

2436-2BD-1BT-1F-CS-0012 BEDROOM 1 BATH CABIN


PROJECT NAME AND ADDRESSDDPPAGE TITLE:

3/4/03DATE:

ORDERED BY:

X

L. MOOREDRAWN BY:

SCALE 1/4" = 1'

PROJECT NO.:



9 1/2" I-JOISTS @ 16" O.C

SECTION A-A (9 1/2" I-JOIST BEARING WALL OPTION) PAGE 26 OF 42

3/4" PLYWOOD BACKER

RIM JOIST

1'-6"

9"

8"

5/8" SHEETROCK


FACIA GUTTER

MOISTURE BARRIER


2 x 6 STUDS @ 16" O.C.

1 X 6 REDWOOD FACIA

5/8" SUB-SIDING

1/2" SHEETROCK

VINYL SIDING




VENTED SOFFIT

RAFTER VENT


2 x 6 TOP PLATES




3/4/03DATE:

ORDERED BY:

X

L. MOOREDRAWN BY:

SCALE 1/4" = 1'

PROJECT NO.:





SECTION A-A (ON SLAB OPTION)

GRADE

PAGE 27 OF 42

1'-6"OR

PER CODEIF GREATER

4"

4" COMPACTED SAND

THICKENED EDGECONC. SLAB

W/ MINIMUM 4X4-4/4WELDED WIRE MESH

REINFORCEMENT ANDREBAR AS REQUIRED PER CODE

PER CODE

R21 MINIMUM FLOOR

6:12 PITCH ENGINEERED GABLE TRUSS

INSULATION

1/2" SHEETROCK

2x4 STUD WALL @ 16" O.C.

6:12 PITCH ENGINEERED STANDARD TRUSS@ 24" O.C.

@ 16" O.C.16" I-JOIST

W/5/8" SHEETROCKVAULTED CEILING

@ 24" O.C.ENGINEERED SCISSOR TRUSS4:12 BOTTOM PITCH 6:12 TOP PITCH

ON VAULTED CEILING WALLW/ MINIMUM R19 FULL COVERAGER38 MINIMUM CEILING INSULATION

3/4" PTS T & G PLYWOOD OR OSB EQUIVALENTSUBFLOOR GLUED AND NAILED PER MFGR'S SPECIFICATIONS

1/2" SHEETROCK

2436-2BD-1BT-1F-CS-001

PAGE 28 OF 42



PROJECT NAME AND ADDRESSDDPSECTION B-B (CLEAR SPAN JOIST OPTION)PAGE TITLE:

3/4/03DATE:

ORDERED BY:

X

L. MOOREDRAWN BY:

SCALE 1/4" = 1'

PROJECT NO.:

5/8" SHEETROCK


1/2" SHEETROCK






3/4" PTS T & G PLYWOOD OR OSB EQUIVALENTSUBFLOOR GLUED AND NAILED PER MFGR'S SPECIFICATIONS

1/2" SHEETROCK




3/4/03DATE:

ORDERED BY:

X

L. MOOREDRAWN BY:

SCALE 1/4" = 1'

PROJECT NO.:

SECTION B-B (9 1/2" I-JOIST BEARING WALL OPTION)

R21 MINIMUM FLOORINSULATION

PAGE 29 OF 42

9 1/2" I-JOIST@ 16" O.C.

5/8" SHEETROCK


1/2" SHEETROCK






1/2" SHEETROCK




3/4/03DATE:

ORDERED BY:

X

L. MOOREDRAWN BY:

SCALE 1/4" = 1'

PROJECT NO.:

SECTION B-B (ON SLAB OPTION) PAGE 30 OF 42

4" COMPACTED SAND

PRESSURE TREATED OR EQUAL 2 x 4 PLATE


5/8" SHEETROCK

WALLSSHEETROCK ALL BATHROOM

1/2" WATER RESISTANT

IN FLOORR21 MINIMUM INSULATION

UTILITY ROOMALL INTERIOR WALLS OF

R19 MINIMUM INSULATION

AND WALLSUTILITY ROOM CEILING5/8" SHEETROCK

IN CEILINGR38 MINIMUM INSULATION

@ 16" O.C.16" I-JOIST

3/4" PRESSURE TREATED T & G PLYWOODOR OSB EQUIVALENT SUBFLOOR GLUED ANDNAILED PER MFGR'S SPECIFICATIONS

2 x 6 STUDS @ 16" O.C.

WATER PROOF FLOOR IN BATHROOM OVER3/4" PRESSURE TREATED T & G PLYWOODOR OSB EQUIVALENTSUBFLOOR GLUED AND NAILED PER MFGR'S SPECIFICATIONS

2 x 6 PLATE

2 x 6 TOP PLATES



PAGE TITLE:

SECTION C-C (CLEAR SPAN JOIST OPTION)

XORDERED BY:

PAGE 31 OF 42

2436-2BD-1BT-1F-CS-001


3/4/03DATE:

PROJECT NO.:

5/8" WATER RESISTANTSHEETROCK ALL BATHROOM

CEILINGS



IN FLOORR21 MINIMUM INSULATION





3/4" PRESSURE TREATED T & G PLYWOODOR OSB EQUIVALENT SUBFLOOR GLUED ANDNAILED PER MFGR'S SPECIFICATIONS

2 x 6 STUDS @ 16" O.C.

WATER PROOF FLOOR IN BATHROOM OVER3/4" PRESSURE TREATED T & G PLYWOODOR OSB EQUIVALENTSUBFLOOR GLUED AND NAILED PER MFGR'S SPECIFICATIONS

2 x 6 PLATE

2 x 6 TOP PLATES



PAGE TITLE:

XORDERED BY:

2436-2BD-1BT-1F-CS-001


3/4/03DATE:

PROJECT NO.:

SECTION C-C (9 1/2" I-JOIST BEARING WALL OPTION) PAGE 32 OF 42

9 1/2" I-JOIST@ 16" O.C.


CEILINGS







2 x 6 STUDS @ 16" O.C.

2 x 6 TOP PLATES



PAGE TITLE:

XORDERED BY:

2436-2BD-1BT-1F-CS-001


3/4/03DATE:

PROJECT NO.:

SECTION C-C (ON SLAB OPTION) PAGE 33 OF 42


4" COMPACTED SAND



CEILINGS

2436-2BD-1BT-1F-CS-001

PAGE 34 OF 42



PROJECT NAME AND ADDRESSDDPSECTION D-D (BOTH JOIST OPTIONS)PAGE TITLE:

3/4/03DATE:

ORDERED BY:

X

L. MOOREDRAWN BY:

SCALE 1/4" = 1'

PROJECT NO.:




1 X 6 REDWOOD FACIA

FACIA GUTTER

2 x 6 RIDGE BOARD

SIMPSON STRONG-TIERR OR EQUAL

SIMPSON STRONG-TIERR INSTALLATION

SCALE: NTS

2 x 6 RAFTER@24" O.C.

SIMPSON STRONG-TIE HGA10 OR EQUAL

HGA10 INSTALLATIONSIMPSON STRONG-TIE

SCALE: NTS

4 x 4 POSTPRESSURE TREATED OR EQUAL

2 x DECKING

PRESSURE TREATED OR EQUAL2 x 8 JOISTS @ 24" O.C.

PRESSURE TREATED OR EQUALDOUBLE 2 x 8 BEAM

METAL BEAM SEAT/STANDOFF

CONC. PILLAR PER CODE

BOX BEAM

8'

334"

1'-6"

1 x 4

2 x 8 2 x 8

BOX BEAM DETAIL

SCALE: 1" = 1'


1/2" MINIMUM EXTERIOR PLYWOOD/SIDING. GRADE, STYLE AND FINISH PER OWNER.

NOTE:FINISH PER OWNER

1 x 4




3/4/03DATE:

ORDERED BY:

X

L. MOOREDRAWN BY:

SCALE 1/4" = 1'

PROJECT NO.:




1 X 6 REDWOOD FACIA

FACIA GUTTER

2 x 6 RIDGE BOARD

SIMPSON STRONG-TIERR OR EQUAL

SIMPSON STRONG-TIERR INSTALLATION

SCALE: NTS

2 x 6 RAFTER@24" O.C.


HGA10 INSTALLATIONSIMPSON STRONG-TIE

SCALE: NTS

4 x 4 POST

BOX BEAM

8'

334"

1'-6"

1 x 4

2 x 8 2 x 8

BOX BEAM DETAIL

SCALE: 1" = 1'



NOTE:FINISH PER OWNER

SECTION D-D (ON SLAB OPTION) PAGE 35 OF 42

1 x 4


4" COMPACTED SAND

PER CODEGRADE

4"

1'-6"OR

PER CODEIF GREATER

2436-2BD-1BT-1F-CS-001

PAGE 36 OF 42



PROJECT NAME AND ADDRESSDDPSECTION E-E (BOTH JOIST OPTIONS)PAGE TITLE:

3/4/03DATE:

ORDERED BY:

X

L. MOOREDRAWN BY:

SCALE 1/4" = 1'

PROJECT NO.:

7'-1158"

1'-6"




FACIA GUTTER

1 X 6 REDWOOD FACIA




BOX BEAMVENTED SOFFIT

STEEL REBAR PER CODE

VENTED RIDGE

5' 3'-6"3'-6"

9"

PER CODE


4" THICK CONC.W/ MINIMUM 4X4-4/4WELDED WIRE MESHREINFORCEMENT

1'-6"

8"

6/12 PITCH ENGINEERED TRUSS@24" O.C.

2'-4"

GRADE

CONC. FOUNDATION AND FOOTINGS

FINISH PER OWNER

BOX BEAM DETAILSCALE: 1" = 1'

NOTE:

1 x 6CUT DOWN

2 x 8 2 x 8

1 x 6CUT DOWN

HGA10 INSTALLATION

SCALE: NTS

SIMPSON STRONG-TIE

5"




3/4/03DATE:

ORDERED BY:

X

L. MOOREDRAWN BY:

SCALE 1/4" = 1'

PROJECT NO.:

7'-1158"

1'-6"




FACIA GUTTER

1 X 6 REDWOOD FACIA




BOX BEAMVENTED SOFFIT

VENTED RIDGE


6/12 PITCH ENGINEERED TRUSS@24" O.C.

FINISH PER OWNER

BOX BEAM DETAILSCALE: 1" = 1'

NOTE:

1 x 6CUT DOWN

2 x 8 2 x 8

1 x 6CUT DOWN

HGA10 INSTALLATION

SCALE: NTS

SIMPSON STRONG-TIE

5"

5'

SECTION E-E ( ON SLAB OPTION)

3'-6"

PER CODE

PAGE 37 OF 42

GRADE

3'-6"

4"


4" COMPACTED SAND1'-6"OR

PER CODEIF GREATER

SECT. F-F, ELEV. G (9 1/2" I-JOIST BEARING WALL OPTION)




PROJECT NAME AND ADDRESSDDPDrafting, Design of Preston PAGE TITLE:


PAGE 38 OF 42

2436-2BD-1BT-1F-CS-001

L. MOORE


ORDERED BY:

XDRAWN BY:

#4 STEEL REBAR

SCALE 1/4" = 1'3/4/03DATE:

PROJECT NO.:

9 1/2" I-JOISTS @ 16" O.CR-21 MINIMUM FLOOR INSULATION


DOUBLE 2 x 4 TOP PLATE

2 x 4 STUD@16" O.C.

SECTION F-F

7'-734"

3'

DOUBLE 2 x 6 HEADER

PRESSURE TREATED OR EQUAL 2 x 4 BOTTOM PLATE

2 x 4 STUDS@16" O.C.

DOUBLE 2 x 4 TOP PLATE

TOP OF PERIMETER MUDSILL

ELEVATION G

1'-6"

9"

4"

3'3'-6"

4'-6"

7'5'-8"

3' 2'

1'

DIAGONAL LAZY SUSAN CABINET

3'

DIAGONAL WALL CABINET

ELEVATION B



PAGE TITLE:

ELEVATION A, B, C, D (ALL OPTIONS)

XORDERED BY:

PAGE 39 OF 42

2436-2BD-1BT-1F-CS-001


3/4/03DATE:

PROJECT NO.:

4"

3'3'-6"

4'-6"

7'

DIAGONAL WALL CABINET2'9"2' 2' 9"

ELEVATION A

3' 2' 3' 3'


ELEVATION C

4"

3'3'-6"

4'-6"4'-11"

7'

2' 2'-6" 2'-6"

1'

2'

3' 1'-6" 2'-6" 3'


DIAGONAL WALL CABINET

4"

3' 3'-6"4'-6"

5'-8"7'

3' 2' 2'

2' 2' 2'-6"

ELEVATION D

4"

7'

1'-9" 1'-9" 2'

ELEVATION E




Drafting, Design of PrestonDDP

ELEVATION E, F (ALL OPTIONS)PAGE TITLE:

ORDERED BY:

XDRAWN BY:

L. MOORE

2436-2BD-1BT-1F-CS-001

PAGE 40 OF 42SCALE 1/4" = 1'

PROJECT NO.:

3/4/03DATE:

4"2'-6"3'

5'-10"7'

2'-3"

1'-8" 2'-3" 2'

1"PARTITION

2'-2"

ELEVATION F

SYM SIZE MFGR & CATALOG # MAT'L THK TYPE6' X 6'-8" INSULATED DBL PANE GLASS, 8 LITES/DOOR INSULATED STEEL EXTERIOR2'-8" X 6'-8" 2 PANEL OVER 1, 3 PANEL STYLE PAINTED MDF 13

8" INTERIOR

STYLEFRENCHRAISED PANEL

3' X 6'-8" INSULATED STEEL EXTERIOR SUNRISE PANEL2'-6" X 6'-8"

INSULATED STEELEXTERIOR FLUSH

2'-6" X 6'-8"BOTTOM VENT STEEL

EXTERIOR FLUSH134"

5' X 6'-8" LOUVERED PAINTED WOOD INTERIOR SLIDING BYPASS

QTY141112

DOOR SCHEDULE

WINDOW SCHEDULE

REMARKSSIZESYM MFGR & CATALOG # MAT'L QTYSTYLETYPE3'-8" X 4'-6" DBL CASEMENTDOUBLE PANE INSULATING GLASS VINYL 13' X 4'-6" SNGL CASEMENT 23'-8" X 4'-6" 12'-10" X 4'-6" 13' X 4'-6" 13' X 2'-10" 13' X 2'-10" SNGL CASEMENT 14'-6" X 3' DBL CASEMENT 1

DOUBLE PANE INSULATING GLASSDOUBLE PANE INSULATING GLASSDOUBLE PANE INSULATING GLASSDOUBLE PANE INSULATING GLASSDOUBLE PANE INSULATING GLASSDOUBLE PANE INSULATING GLASSDOUBLE PANE INSULATING GLASS

SNGL CASEMENTSNGL CASEMENTDBL HUNGDBL CASEMENT

VINYLVINYLVINYLVINYLVINYLVINYLVINYL

134"

134"

134"

138"

3' X 4'-6" DOUBLE PANE INSULATING GLASS VINYL SNGL CASEMENT 1

TEMPERED GLASS

9 TEMPERED GLASS

FROSTED GLASSFROSTED GLASS BOTTOM SASH

87654321

123456

REMARKS



PAGE TITLE:

WINDOW AND DOOR SCHEDULE (ALL OPTIONS)

XORDERED BY:

PAGE 41 OF 42

2436-2BD-1BT-1F-CS-001

SCALE: NTSL. MOOREDRAWN BY:

3/4/03DATE:

PROJECT NO.:

General Specifications and Notes Page 42a of 42

Site Work: 1. Make sure setbacks are in compliance with those shown on plans and local building codes. 2. Seismic zone, per building location. 3. All stumps, roots, and organic matter shall be removed from the soil in the area of the building. 4. Lot must be graded to insure proper drainage. This must be completed prior to final inspection. 5. Soil should not be a highly expansive soil type without having a soil report preformed by a soils engineer and receiving approval from local building department to construct building on said type soil. 6. Soil bearing capacity assumed to be 1500 psi at 2’ below adjacent finished grade for design. 7. Finished floor to be 16” minimum above lot’s outfall. 8. That portion of the foundation, which supports two stories shall have an 8” minimum stemwall. 9. Bottom of footings shall be placed 30” minimum below existing grade and tops of stems shall be 10” minimum above finished grade or per code if greater.

Concrete: 1. All slabs are to be 4” concrete over 4” gravel unless otherwise noted on the plans. 2. Concrete to be ACI 301-66, Type II cement, 2500 psi at 28 days, 5” maximum slump. 3. Reinforcing to be ASTM A615-Bars with Fy=60 ksi lamp 30 diameter minimum at splices or weld per ACI Std. 4. Concrete design based on Fc 2000 psf, Fc 2500 psi for quality only. 5. Anchor bolts shall be A-307 embedded 7” minimum into concrete or masonry grout.

Roof Framing: 1. Fascia to be 2”x4” Douglas Fir per detail sheet unless otherwise specified. 2. For soffit size see detail sheet. 3. For spans and dimensions refer to floor plans. 4. Trusses are to be an approved truss design from the truss manufacture’s engineer. 5. Use Simpson H-1 hurricane anchors at each truss or rafter to wall connection unless otherwise specified. 6. Solid blocking required between joists, rafters, and trusses over all bearing walls. Such blocking shall be 1 ½” minimum thickness and full depth of joists, rafters, or trusses. 7. Minimum header sizes shall be according to the header size table unless otherwise noted. 8. Basis of design roof live/snow load of 37 psf, and roof dead load of 15 psf. 9. Plywood roof decking to be ½” thick, 24/0, CDX or 7/16 wafer unless otherwise specified.

Woods and Plastics:

General framing: (Douglas Fir)

1. Minimum header sizes shall be according to the following table unless otherwise noted. Header sizes (single story construction) 2’-0” to 4’-0” Span 2-2x4’s 4’ + to 6’–0” Span 2-2x6’s 6’ + to 8’-0” Span 2-2x8’s 8’ + to 10’-0” Span 2-2x10’s 10’ + to 12’-0” Span 2-2x12’s Header sizes (two story construction) 2’-0” to 3’-0” Span 2-2x4’s 3’ + to 5’-0” Span 2-2x6’s 5’ + to 7’-0” Span 2-2x8’s 7’ + to 8’-0” Span 2-2x10’s 2. Brace all exterior walls and cross-stud partitions at each end of building and at least every 25’ of length by one of the following: a. Simpson WB 126 wall bracing with 3-16d nails at each end and 1-8d nails at each stud. b. Plywood sheathing of a minimum thickness of 3/8 inch. 3. Fire stopping: a. Fireblock stud spaces over 10’ in height, furred spaces, soffits, drop ceilings, cove ceilings, stair stringers at top and bottom of run, bearing walls and ceiling joist lines, etc. Firestopping shall consist of 2” nominal lumber. b. Firestop openings around vents, pipes, ducts, chimneys, and fireplaces at ceiling and floor levels with approved noncombustible materials. 4. CDX plywood is not approved where exposed to weather, i.e., roof overhangs. 5. Exterior wall framing to be 2”x6” studs at 16” o.c. Interior wall, framing at non-bearing walls to be 2”x4” studs at 24” o.c. and at bearing walls 2”x4” studs at 16” o.c. with double top plate unless otherwise specified. 6. Shear wall to be 3/8” CDX plywood applied horizontally. 7. All stress grade lumber shall comply with WCLA specs and bear approval stamp on all pieces in place. 8. Framing lumber shall be Douglas Fir construction grade Fb 1450 or better unless otherwise noted. 9. Nailing to be per current U.B.C. unless otherwise noted. 10. All bearing partitions shall have double top plates. 11. Structural glued laminated timbers to be stamped by an approved agency. 12. Use redwood or pressure treated sole plates at all exterior walls.

Floor Framing: 1. All floor joist to be Douglas Fir #2 or I-joist @ 16” o.c. unless otherwise noted. 2. For spans and dimensions refer to floor plans. 3. Use Simpson H 2.5 hurricane anchors at each floor joist to bearing wall connection. 4. Solid blocking between joists over all bearing walls, and midspans such blocking shall be 2” minimum thickness and full depth of joists. 5. Minimum header sizes shall be according to the header size table unless otherwise noted. 6. Basis of design: floor live load of 40 psf, and floor dead load of 15 psf. 7. Floor decking to be ¾” thick T & G wafer board unless otherwise noted.

8. Joist hangers to be Simpson U210 or equal unless otherwise noted. 9. Double joists and or double blocking at all interior walls.

Stairs: 1. Stairs to be constructed with the following materials: 2x6 kick plate anchor to concrete with expansion type anchor bolts, 2x12 treads nosing 1 1/8” minimum, 3-2x12 stringers required, 2x12 blocking, ¾” wafer board risers and 2x6 ledger unless otherwise noted. 2. Handrail/Guardrails final style, material and color to be owner’s choice. Design to be per current U.B.C. 3. Guardrails to be 42” high minimum from floor. 4. Handrails to be 34”-38” above tread nosing. 5. Open railing to have intermediate rails or ornamental pattern such that a sphere 4” round cannot pass through. 6. Minimum stair requirements: maximum 8” rise, minimum 9” run, minimum head clearance 6’-8”. 7. Preferred stair requirements: rise 7” to 7 ½”, run 11” to 12”, minimum head clearance 7’-0”unless otherwise noted.

Thermal and Moisture Protection: 1. Asphalt shingles over Type 30 felt over 7/16” minimum wafer board installed per manufacturer’s instructions. 2. Metal roofing over Type 30 felt over 7/16” minimum wafer board installed per manufacturer’s instructions. 3. R-38 insulation in ceiling and R-19 insulation in exterior walls. 4. Install caulking compound at all penetrations in building envelope, i.e., holes drilled in top plates around windows, doors, and service entrance panel. 5. Enclosed attics and spaces between rafters shall have clear cross-ventilation areas to the outside. Vents shall provide air intake to meet Section 3205 (C) current U.B.C. Attics shall be provided with an access opening 22”x30” with minimum head room above access opening of 30”. 6. Polystyrene insulation bd. shall not be exposed to attic. Replace polystyrene insulation bd. at attic with approved black insulation bd. or separate polystyrene insulation bd. from attic with 1 layer of ½” sheetrock (Section 1712(B)3, current U.B.C.) 7. Wrap all framing at exterior wall penetrations with a layer of water and ice shield to prevent damage from moisture.

Doors, Windows, and Glass:

1. All bedroom windows to be 44” maximum off of finished floor. Such windows shall have a clear opening of 5.7 sq. ft. minimum, clearance height of 24” minimum, clearance width 20” minimum per Section 1204 current U.B.C. 2. All interior doors to have baseboard type door stops (hinge type optional). 3. All exterior doors to be solid core. 4. Door opening into the garage from the living quarters to be solid core and equipped with a self-closing device. 5. Frameless glass doors, glass in doors, fixed glass panels, and all glass within 18” of floor or 36” of any door and similar glazed openings subject to human impact shall be tempered glass and comply with Section 5408 current U.B.C.

6. All door and window rough openings shall be per door and window manufacturer’s specifications. Door and window manufacturer specified rough opening dimensions shall take precedence over drawing rough opening dimensions if there is a conflict.

Finishes: 1. Finished ceilings to have ½” drywall w/skip trowel finish or as directed by owner / builder. 2. Interior wall to have ½” drywall textured as directed by owner / builder. 3. 5/8” drywall is required at stairways walls, ceiling, and under stairs. 4. Use 5/8” drywall on ceiling (Type “X”) of garage and walls of garage adjacent to living area. 5. Use 5/8” sheetrock on ceiling where supported at 24” on center. 6. Drywall shall be nailed 4” o.c. at edges and 6” o.c. in the field of each sheet. 7. Use type “WR” sheetrock as backing at all shower locations along with ceramic tile or approved equal to a height of 70” above floor drain. (Section 5406 current U.B.C.)

Masonry: 1. Provide horizontal joint reinforcing at 16” o.c. for all masonry work. 2. Brick veneer shall be fastened to wall per Section 3006.1 current U.B.C. 3. All masonry materials used must comply with Section 2403 current U.B.C.

Plumbing: 1. Inspection is required prior to backfill of water, gas, and sewer lines.

2. Install approved air-gap fittings on discharge side of dishwasher. 3. All equipment to be new and of equal quality as specified. 4. After the plumbing system installation is completed the contractor shall conduct an operation test for approval. 5. Plumbing shall be designed for water softening equipment except that raw water lines shall be provided to outside hose bibs. 6. All shower heads are to be installed at 6’-6” above finished floor of shower or tub. 7. Use ABS for waste and vent piping and copper for water piping. 8. Provide hot water relief valve for water heater and drain. 9. Main plumbing stacks shall run undiminished in size (3” minimum) and direct as possible from the main drain to the open air above the roof. 10. Toilets to be set with a minimum of 15” from its center to a vertical surface (Section 907(c) U.P.C. and Section 511(A) current U.B.C.)

Climate Control: 1. For A/C units installed either in attic or on second floor an extra corrosive resistant water tight pan is required per U.M.C. Section 1202. 2. Provide exhaust fan at bathroom and at the kitchen where shown on the plans. 3. Ductwork shall comply with CH. 10 of current U.B.C. 4. Furnace system and installation of furnace to comply with Chapter 7 of current U.B.C. 5. All duct registers to be operable and able to be smoothly closed and opened by the homeowner. 6. Bathroom exhaust fans and the clothes dryer shall vent to the outside of the building.

Electrical Systems: 1. Inspection is required prior to backfill of lines.

2. Provide 20 ft. of No. 4 copper wire as ground electrode in foundation footing. 3. Bond interior piping system with #8 bare copper. 4. Provide main jumping bond with #4 bare copper. 5. Electrical service is to be 100 amp service minimum, 120/240 volt, 1 phase raintight, underground. 6. Provide separate 20 amp circuits to washer. 7. Provide 20 amp circuits to family and dining room, and a minimum of two 20 amp circuits to kitchen. 8. Prewire for TV, telephone in kitchen, family room, living room, and in every bedroom as indicated. 9. Install ground fault current interrupter on exterior, garage, kitchen, and bathroom convenience outlets per code. 10. Bottom half of outlet controlled by switch when shown. 11. All outlets in kitchen are to be at +44” excluding those for the refrigerator, range, disposal, built-in microwave, and dishwasher. 12. Maximum spacing of outlets shall not exceed 6 ft. along wall line and at any wall over 24” wide in all rooms except kitchen, bath, utility, and garage. 13. Install light in walk-in closet 18” minimum horizontal from any shelf. 14. Provide a ventilation fan capable of producing a change of air every 12 minutes for bath or utility. 15. Provide smoke detector alarm conforming to Section 1210(A) U.B.C. and local building codes in every bedroom and on each floor. 16. Room lights are to on a separate circuit from room outlets. 17. Kitchen and garage convenience circuit outlets are to be split wired. 18. The refrigerator, microwave, exhaust hood, dishwasher, and disposal are each to have a separate dedicated circuit. 19. Arc fault interrupt circuits are to be used when required by code.

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24’ x 36’ CABIN - SDSCADsdscad.com/pdf/2436cabinl.pdf · 2019-04-08 · 24’ x 36’ cabin 2...

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