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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.
2 BEDROOM 1 BATH CABIN
463 North State, Preston, Idaho 83263Drafting, Design of PrestonDDP PROJECT NAME AND ADDRESS
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"
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 PILLARSW/ METAL POST BASE.
FINISH PER OWNER.
14'-10"
RAIL HEIGHT 36".RAISED SHOE.NO OPENING SHALL ALLOW A 4" DIA.BALL TO PASS THROUGH.MAT'L AND FINISH PER OWNER.
2 BEDROOM 1 BATH CABIN
463 North State, Preston, Idaho 83263Drafting, Design of PrestonDDP PROJECT NAME AND ADDRESS
PAGE TITLE:
FRONT ELEVATION (ON SLAB OPTION)
XORDERED BY:
PAGE 2 OF 42
2436-2BD-1BT-1F-CS-001
SCALE 1/8" = 1'L. MOOREDRAWN BY:
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
RAIL HEIGHT 36".RAISED SHOE.NO OPENING SHALL ALLOW A 4" DIA.BALL TO PASS THROUGH.MAT'L AND FINISH 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
2 BEDROOM 1 BATH CABIN
463 North State, Preston, Idaho 83263Drafting, Design of PrestonDDP PROJECT NAME AND ADDRESS
PAGE TITLE:
RIGHT ELEVATION (BOTH JOIST OPTIONS)
XORDERED BY:
PAGE 3 OF 42
2436-2BD-1BT-1F-CS-001
SCALE 1/8" = 1'L. MOOREDRAWN BY:
3/4/03DATE:
PROJECT NO.:
40 YEAR ARCHITECTURAL FIBERGLASS/ASPHALT SHINGLES OR METAL ROOFING, COLOR AND
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.
RAIL HEIGHT 36".RAISED SHOE.NO OPENING SHALL ALLOW A 4" DIA.BALL TO PASS THROUGH.MAT'L AND FINISH PER OWNER.
2 BEDROOM 1 BATH CABIN
463 North State, Preston, Idaho 83263Drafting, Design of PrestonDDP PROJECT NAME AND ADDRESS
PAGE TITLE:
RIGHT ELEVATION (ON SLAB OPTION)
XORDERED BY:
PAGE 4 OF 42
2436-2BD-1BT-1F-CS-001
SCALE 1/8" = 1'L. MOOREDRAWN BY:
3/4/03DATE:
PROJECT NO.:
40 YEAR ARCHITECTURAL FIBERGLASS/ASPHALT SHINGLES OR METAL ROOFING, COLOR AND
MATERIAL PER OWNER, OVER 30 LB. FELTON 5/8" SHEATHING
VENTED RIDGE
12RUN
RISE6
VENTEDSOFFIT
THICKENED EDGECONC. SLABW/ MINIMUM 4X4-4/4WELDED WIRE MESHREINFORCEMENT ANDREBAR AS REQUIRED PER CODE
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.
RAIL HEIGHT 36".RAISED SHOE.
NO OPENING SHALL ALLOW A 4" DIA.BALL TO PASS THROUGH.
MAT'L AND FINISH PER OWNER.
FINISHED FLOOR
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
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
THICKENED EDGECONC. SLABW/ MINIMUM 4X4-4/4WELDED WIRE MESHREINFORCEMENT ANDREBAR AS REQUIRED PER CODE
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
40 YEAR ARCHITECTURAL FIBERGLASS/ASPHALTSHINGLES OR METAL ROOFING, COLOR ANDMATERIAL PER OWNER, OVER 30 LB. FELTON 5/8" SHEATHING
TREADS, STRINGERS AND FOOT BOARD OF PRESSURE TREATED OR EQUAL LUMBER
RAIL HEIGHT 36".RAISED SHOE.
NO OPENING SHALL ALLOW A 4" DIA.BALL TO PASS THROUGH.
MAT'L AND FINISH PER OWNER.
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:
2 BEDROOM 1 BATH CABIN
463 North State, Preston, Idaho 83263Drafting, Design of PrestonDDP PROJECT NAME AND ADDRESS
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
40 YEAR ARCHITECTURAL FIBERGLASS/ASPHALTSHINGLES OR METAL ROOFING, COLOR ANDMATERIAL PER OWNER, OVER 30 LB. FELTON 5/8" SHEATHING
RAIL HEIGHT 36".RAISED SHOE.
NO OPENING SHALL ALLOW A 4" DIA.BALL TO PASS THROUGH.
MAT'L AND FINISH PER OWNER.
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:
2 BEDROOM 1 BATH CABIN
463 North State, Preston, Idaho 83263Drafting, Design of PrestonDDP PROJECT NAME AND ADDRESS
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
THICKENED EDGECONC. SLABW/ MINIMUM 4X4-4/4WELDED WIRE MESHREINFORCEMENT ANDREBAR AS REQUIRED PER CODE
11'-10"11'-10"
ORDERED BY:
VAULTED CEILING
LIVING ROOM
2 BEDROOM 1 BATH CABIN
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"
5'-2" x 3'-0"STORAGE/CLOSET
KITCHEN
5'-4" x 2'-8"UTILITY
WH
MW
REF
DW
FURN.
W/D
RANGE
DECK11'-5" x 7'-7"
ORDERED BY:
VAULTED CEILING
LIVING ROOM
2 BEDROOM 1 BATH CABIN
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 (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"
5'-2" x 3'-0"STORAGE/CLOSET
KITCHEN
5'-4" x 2'-8"UTILITY
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.
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 DIM'D (9 1/2" I-JOIST BEARING WALL OPTION) PAGE 12 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
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.
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 (ON SLAB OPTION) PAGE 13 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
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
METAL BEAM SEAT/STANDOFF ATTACHING DOUBLED PRESSURETREATED 2 X 8 BEAM TO PILLAR
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
463 North State, Preston, Idaho 83263
2 BEDROOM 1 BATH CABINDDPDrafting, Design of Preston
PROJECT NAME AND ADDRESS
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
METAL BEAM SEAT/STANDOFF ATTACHING DOUBLED PRESSURETREATED 2 X 8 BEAM TO PILLAR
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"
463 North State, Preston, Idaho 83263
2 BEDROOM 1 BATH CABINDDPDrafting, Design of Preston
PROJECT NAME AND ADDRESS
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'
2 BEDROOM 1 BATH CABIN
463 North State, Preston, Idaho 83263Drafting, Design of PrestonDDP PROJECT NAME AND ADDRESS
PAGE TITLE:
DECK PLAN (BOTH JOIST OPTIONS)
XORDERED BY:
PAGE 17 OF 42
2436-2BD-1BT-1F-CS-001
SCALE 1/2" = 1'L. MOOREDRAWN BY:
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'
2 BEDROOM 1 BATH CABIN
463 North State, Preston, Idaho 83263Drafting, Design of PrestonDDP PROJECT NAME AND ADDRESS
PAGE TITLE:
DECK PLAN (ON SLAB OPTION)
XORDERED BY:
PAGE 18 OF 42
2436-2BD-1BT-1F-CS-001
SCALE 1/2" = 1'L. MOOREDRAWN BY:
3/4/03DATE:
PROJECT NO.:
D
WP
463 North State, Preston, Idaho 83263
2 BEDROOM 1 BATH CABINDDPDrafting, Design of Preston
PROJECT NAME AND ADDRESS
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
463 North State, Preston, Idaho 83263
2 BEDROOM 1 BATH CABINDDPDrafting, Design of Preston
PROJECT NAME AND ADDRESS
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
463 North State, Preston, Idaho 83263
2 BEDROOM 1 BATH CABINDDPDrafting, Design of Preston
PROJECT NAME AND ADDRESS
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
463 North State, Preston, Idaho 83263
2 BEDROOM 1 BATH CABINDDPDrafting, Design of Preston
PROJECT NAME AND ADDRESS
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.
Drafting, Design of PrestonDDP463 North State, Preston, Idaho 83263
2 BEDROOM 1 BATH CABINPROJECT NAME AND ADDRESS
PAGE TITLE:
HEATING PLAN (BOTH JOIST OPTIONS) PAGE 23 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
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.
Drafting, Design of PrestonDDP463 North State, Preston, Idaho 83263
2 BEDROOM 1 BATH CABINPROJECT NAME AND ADDRESS
PAGE TITLE:
HEATING PLAN (ON SLAB OPTION) PAGE 24 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
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
2 BEDROOM 1 BATH CABIN
463 North State, Preston, Idaho 83263Drafting, Design of Preston
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
30 LB. FELT W/ ICE AND WATER SHIELD
FACIA GUTTER
GRADE
MOISTURE BARRIER
STEEL REBAR PER CODE4" PERIMETER DRAIN TILE IN GRAVEL
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-0012 BEDROOM 1 BATH CABIN
463 North State, Preston, Idaho 83263Drafting, Design of Preston
PROJECT NAME AND ADDRESSDDPPAGE 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
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
30 LB. FELT W/ ICE AND WATER SHIELD
FACIA GUTTER
MOISTURE BARRIER
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
VINYL SIDING
R-38 CEILING INSULATION
R-19 WALL INSULATION
2 X 4 INSULATION STOP
VENTED SOFFIT
RAFTER VENT
5/8" CDX PLYWOOD OR OSB EQUIVALENTROOF SHEATHING INSTALLED PER MFGR'S SPECIFICATIONS
2 x 6 TOP PLATES
2436-2BD-1BT-1F-CS-0012 BEDROOM 1 BATH CABIN
463 North State, Preston, Idaho 83263Drafting, Design of Preston
PROJECT NAME AND ADDRESSDDPPAGE TITLE:
3/4/03DATE:
ORDERED BY:
X
L. MOOREDRAWN BY:
SCALE 1/4" = 1'
PROJECT NO.:
40 YEAR ARCHITECTURAL FIBERGLASS/ASPHALT SHINGLES OR METAL ROOFING, COLOR AND MATERIAL PER OWNER
PRESSURE TREATED OR EQUAL 2 x 6 MUDSILL
1/4" FOAM INSULATION OR EQUAL
1/2" X 12 J-ANCHORSPACED PER CODEINSTALL ALL OTHER REQUIRED TIES PER CODE
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
2 BEDROOM 1 BATH CABIN
463 North State, Preston, Idaho 83263Drafting, Design of Preston
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
6:12 PITCH ENGINEERED GABLE TRUSS
1/2" SHEETROCK
2x4 STUD WALL @ 16" O.C.
6:12 PITCH ENGINEERED STANDARD TRUSS@ 24" O.C.
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-0012 BEDROOM 1 BATH CABIN
463 North State, Preston, Idaho 83263Drafting, Design of Preston
PROJECT NAME AND ADDRESSDDPPAGE TITLE:
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
6:12 PITCH ENGINEERED GABLE TRUSS
1/2" SHEETROCK
2x4 STUD WALL @ 16" O.C.
6:12 PITCH ENGINEERED STANDARD TRUSS@ 24" O.C.
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
1/2" SHEETROCK
2436-2BD-1BT-1F-CS-0012 BEDROOM 1 BATH CABIN
463 North State, Preston, Idaho 83263Drafting, Design of Preston
PROJECT NAME AND ADDRESSDDPPAGE TITLE:
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
THICKENED EDGECONC. SLABW/ MINIMUM 4X4-4/4WELDED WIRE MESHREINFORCEMENT ANDREBAR AS REQUIRED PER CODE
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
2 BEDROOM 1 BATH CABIN
463 North State, Preston, Idaho 83263Drafting, Design of PrestonDDP PROJECT NAME AND ADDRESS
PAGE TITLE:
SECTION C-C (CLEAR SPAN JOIST OPTION)
XORDERED BY:
PAGE 31 OF 42
2436-2BD-1BT-1F-CS-001
SCALE 1/4" = 1'L. MOOREDRAWN BY:
3/4/03DATE:
PROJECT NO.:
5/8" WATER RESISTANTSHEETROCK ALL BATHROOM
CEILINGS
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
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
2 BEDROOM 1 BATH CABIN
463 North State, Preston, Idaho 83263Drafting, Design of PrestonDDP PROJECT NAME AND ADDRESS
PAGE TITLE:
XORDERED BY:
2436-2BD-1BT-1F-CS-001
SCALE 1/4" = 1'L. MOOREDRAWN BY:
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.
5/8" WATER RESISTANTSHEETROCK ALL BATHROOM
CEILINGS
WALLSSHEETROCK ALL BATHROOM
1/2" WATER RESISTANT
UTILITY ROOMALL INTERIOR WALLS OF
R19 MINIMUM INSULATION
AND WALLSUTILITY ROOM CEILING5/8" SHEETROCK
IN CEILINGR38 MINIMUM INSULATION
2 x 6 STUDS @ 16" O.C.
2 x 6 TOP PLATES
2 BEDROOM 1 BATH CABIN
463 North State, Preston, Idaho 83263Drafting, Design of PrestonDDP PROJECT NAME AND ADDRESS
PAGE TITLE:
XORDERED BY:
2436-2BD-1BT-1F-CS-001
SCALE 1/4" = 1'L. MOOREDRAWN BY:
3/4/03DATE:
PROJECT NO.:
SECTION C-C (ON SLAB OPTION) PAGE 33 OF 42
THICKENED EDGECONC. SLABW/ MINIMUM 4X4-4/4WELDED WIRE MESHREINFORCEMENT ANDREBAR AS REQUIRED PER CODE
4" COMPACTED SAND
PRESSURE TREATED OR EQUAL 2 x 6 PLATE
5/8" WATER RESISTANTSHEETROCK ALL BATHROOM
CEILINGS
2436-2BD-1BT-1F-CS-001
PAGE 34 OF 42
2 BEDROOM 1 BATH CABIN
463 North State, Preston, Idaho 83263Drafting, Design of Preston
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.:
5/8" CDX PLYWOOD OR OSB EQUIVALENTROOF SHEATHING INSTALLED PER MFGR'S SPECIFICATIONS
30 LB. FELT W/ ICE AND WATER SHIELD
40 YEAR ARCHITECTURAL FIBERGLASS/ASPHALT SHINGLES OR METAL ROOFING, COLOR AND MATERIAL PER OWNER
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'
RAIL HEIGHT 36".RAISED SHOE.NO OPENING SHALL ALLOW A 4" DIA.BALL TO PASS THROUGH.MAT'L AND FINISH PER OWNER.
1/2" MINIMUM EXTERIOR PLYWOOD/SIDING. GRADE, STYLE AND FINISH PER OWNER.
NOTE:FINISH PER OWNER
1 x 4
2436-2BD-1BT-1F-CS-0012 BEDROOM 1 BATH CABIN
463 North State, Preston, Idaho 83263Drafting, Design of Preston
PROJECT NAME AND ADDRESSDDPPAGE TITLE:
3/4/03DATE:
ORDERED BY:
X
L. MOOREDRAWN BY:
SCALE 1/4" = 1'
PROJECT NO.:
5/8" CDX PLYWOOD OR OSB EQUIVALENTROOF SHEATHING INSTALLED PER MFGR'S SPECIFICATIONS
30 LB. FELT W/ ICE AND WATER SHIELD
40 YEAR ARCHITECTURAL FIBERGLASS/ASPHALT SHINGLES OR METAL ROOFING, COLOR AND MATERIAL PER OWNER
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 POST
BOX BEAM
8'
334"
1'-6"
1 x 4
2 x 8 2 x 8
BOX BEAM DETAIL
SCALE: 1" = 1'
RAIL HEIGHT 36".RAISED SHOE.NO OPENING SHALL ALLOW A 4" DIA.BALL TO PASS THROUGH.MAT'L AND FINISH PER OWNER.
1/2" MINIMUM EXTERIOR PLYWOOD/SIDING. GRADE, STYLE AND FINISH PER OWNER.
NOTE:FINISH PER OWNER
SECTION D-D (ON SLAB OPTION) PAGE 35 OF 42
1 x 4
THICKENED EDGECONC. SLABW/ MINIMUM 4X4-4/4WELDED WIRE MESHREINFORCEMENT ANDREBAR AS REQUIRED PER CODE
4" COMPACTED SAND
PER CODEGRADE
4"
1'-6"OR
PER CODEIF GREATER
2436-2BD-1BT-1F-CS-001
PAGE 36 OF 42
2 BEDROOM 1 BATH CABIN
463 North State, Preston, Idaho 83263Drafting, Design of Preston
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"
5/8" CDX PLYWOOD OR OSB EQUIVALENTROOF SHEATHING INSTALLED PER MFGR'S SPECIFICATIONS
40 YEAR ARCHITECTURAL FIBERGLASS/ASPHALT SHINGLES OR METAL ROOFING, COLOR AND MATERIAL PER OWNER
30 LB. FELT W/ ICE AND WATER SHIELD
FACIA GUTTER
1 X 6 REDWOOD FACIA
SIMPSON STRONG-TIE HGA10 OR EQUAL
1/2" MINIMUM EXTERIOR PLYWOOD/SIDING. GRADE, STYLE AND FINISH PER OWNER.
RAIL HEIGHT 36".RAISED SHOE.NO OPENING SHALL ALLOW A 4" DIA.BALL TO PASS THROUGH.MAT'L AND FINISH PER OWNER.
BOX BEAMVENTED SOFFIT
STEEL REBAR PER CODE
VENTED RIDGE
5' 3'-6"3'-6"
9"
PER CODE
5" DIA WOOD PILLARS.FINISH PER OWNER.
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"
2436-2BD-1BT-1F-CS-0012 BEDROOM 1 BATH CABIN
463 North State, Preston, Idaho 83263Drafting, Design of Preston
PROJECT NAME AND ADDRESSDDPPAGE TITLE:
3/4/03DATE:
ORDERED BY:
X
L. MOOREDRAWN BY:
SCALE 1/4" = 1'
PROJECT NO.:
7'-1158"
1'-6"
5/8" CDX PLYWOOD OR OSB EQUIVALENTROOF SHEATHING INSTALLED PER MFGR'S SPECIFICATIONS
40 YEAR ARCHITECTURAL FIBERGLASS/ASPHALT SHINGLES OR METAL ROOFING, COLOR AND MATERIAL PER OWNER
30 LB. FELT W/ ICE AND WATER SHIELD
FACIA GUTTER
1 X 6 REDWOOD FACIA
SIMPSON STRONG-TIE HGA10 OR EQUAL
1/2" MINIMUM EXTERIOR PLYWOOD/SIDING. GRADE, STYLE AND FINISH PER OWNER.
RAIL HEIGHT 36".RAISED SHOE.NO OPENING SHALL ALLOW A 4" DIA.BALL TO PASS THROUGH.MAT'L AND FINISH PER OWNER.
BOX BEAMVENTED SOFFIT
VENTED RIDGE
5" DIA WOOD PILLARS.FINISH PER OWNER.
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"
THICKENED EDGECONC. SLABW/ MINIMUM 4X4-4/4WELDED WIRE MESHREINFORCEMENT ANDREBAR AS REQUIRED PER CODE
4" COMPACTED SAND1'-6"OR
PER CODEIF GREATER
SECT. F-F, ELEV. G (9 1/2" I-JOIST BEARING WALL OPTION)
1/2" X 8 J-ANCHORSPACED PER CODEINSTALL ALL OTHER REQUIRED TIES PER CODE
2 BEDROOM 1 BATH CABIN
463 North State, Preston, Idaho 83263
PROJECT NAME AND ADDRESSDDPDrafting, Design of Preston PAGE TITLE:
PRESSURE TREATED OR EQUAL 2 x 4 PLATE
PAGE 38 OF 42
2436-2BD-1BT-1F-CS-001
L. MOORE
VAPOR BARRIERON 4" COMPACTED SAND
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
VAPOR BARRIERON 4" COMPACTED SAND
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
2 BEDROOM 1 BATH CABIN
463 North State, Preston, Idaho 83263Drafting, Design of PrestonDDP PROJECT NAME AND ADDRESS
PAGE TITLE:
ELEVATION A, B, C, D (ALL OPTIONS)
XORDERED BY:
PAGE 39 OF 42
2436-2BD-1BT-1F-CS-001
SCALE 1/4" = 1'L. MOOREDRAWN BY:
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'
DIAGONAL LAZY SUSAN CABINET
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 LAZY SUSAN CABINET
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
2 BEDROOM 1 BATH CABIN
463 North State, Preston, Idaho 83263
PROJECT NAME AND ADDRESS
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
2 BEDROOM 1 BATH CABIN
463 North State, Preston, Idaho 83263Drafting, Design of PrestonDDP PROJECT NAME AND ADDRESS
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.
Page 42b of 42