For By SDS-CAD Specialized Design Systems Plan … Specialized Design Systems @COPYRIGHT SDSCAD...

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@COPYRIGHT SDSCAD Specialized Design Systems

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To the best of my knowledge these plans are

drawn to comply with owner's and/ or builder's

specifications and any changes made on them

after prints are made will be done at the owner's

and / or builder's expence and responsibility. The

contractor shall verify all dimensions and enclosed

drawing. SDSCAD is not liable for errors once

construction has begun. While every affort has

been made in the preparation of this plan to avoid

mistakes, the maker can not guarantee against

human error. The contractor of the job must check

all dimensions and other details prior to

construction and be solely responsible thereafter.

All calculations and member sizing should be

verified for your building by a certified building

official.

1

11Note: Paper size B - 11 x 17 if printed on D - 22 x 34 scale is 2 X of stated scale

Custom Home Design

Plan #H267 B&J Custom Spec

By SDS-CAD Specialized Design Systems

Page 1 Cover Page

Page 2 Main Floor Plan

Page 3 Foundation Plan

Page 4 Second Floor Plan

Page 5 Elevation Plan

Page 6 Floor and Roof Framing Plan

Page 7 Whole House Framing Section

Page 8 Cabinet & Stair Details

Page 9 Main Floor Electrical

Page 10 2nd Floor & Basement Electrical

Page 11 Full Typical Section

BUILDING CONTRACTOR/HOME OWNER

TO REVIEW AND VERIFY ALL DIMENSIONS,

SPECS, AND CONNECTIONS BEFORE

CONSTRUCTION BEGINS. HOME TO BE

BUILT AS PER IRC, UBC OR CURRENT CODE

Sample

Plan

Not

For Con

struc

tion

Http://s

dspla

ns.co

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DN

6068 2030 3068

30

50

205020502050

3068

205030502050

20

20

20

20

20

20

18080

30

50

30

68

2868

2668

40

68

26689068

20

50

20

50

20

50

30

30

2468

22

68

UP

DN

DN

LIVING16'-7" x 13'-0"

KITCHEN14'-2" x 15'-7"

GARAGE23'-5" x 22'-0"

MASTER BATH10'-11" x 9'-1"

MASTER BDRM12'-0" x 14'-10"

CLOSET5'-1" x 6'-1"

BATH7'-1" x 2'-11"

MUD

ROOM14'-5" x 5'-5"

PORCH17'-0" x 6'-4"

LIVING AREA1159 sq ft

DINING16'-0" x 9'-0"

4'-4"

9'-4"

15'-6"

2'-9"

3'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-6"

41'-3"

23'-0"

10'-0"

3'-0"

10'-0"

1'-0"

41'-3"

15'-11"

10'-0"

13'-4"

1'-0"

7'-1"

3'-0"

5'-10"

1'-10"

2'-0"

2"

2'-0"

2"

2'-0"

1'-10"

4'-4"

3'-0"

6'-0"

56'-0"

24'-3"7'-7"2'-2"20'-0"2'-0"

2'-0"6'-0"12'-0" 17'-11"3'-0"3'-4"2'-10"2'-0"2'-9"

24'-0"

3'-0" 18'-0" 3'-0"

56'-0"

2'-0" 11'-0" 6'-0" 13'-0"

2'-4" 2'-0"2"

2'-0"2"

2'-0" 2'-4"1'-6"

3'-0"1'-6"

2'-10" 2'-0"2"

3'-0"2"

2'-0" 2'-10"

2'-8"

3'-0"

1'-6"2'-4"

6'-2"

5'-2"

11'-0"

4'-0"

7'-4"

14'-0"

16'-8"

3'-0"

2'-3"

4'-10"

1'-0"

3'-6"

6'-7"

2'-9"

3'-8"

LOCKERS

POSTPOST

TRANSOM

9 FOOT CEILINGS

VENTING SCHEDULERange Hoods Vent Through Roof

All Bath Fans Vent to Exterior

Dryer Vent Vent to Exterior

ATTIC VENTILATION:

AREA / 300

PROVIDE 1" MIN. AIR GAP AT

EAVES WITH INSULATION

BAFFELS TYP. AT ALL TRUSS

BAYS.

PROVIDE GABLE VENTS ALL

GABLE ENDS.

PROVIDE GALV. ROOF VENTS

ON BACKSIDE OF ROOFLINE

ABOVE CONDITIONED AREA.

2

11

SCALE 1/8"=1'

MAIN FLOOR PLAN

Note: Paper size B - 11 x 17 if printed on D - 22 x 34 scale is 2 X of stated scale

HOUSE WALLS 20" x 9" Min

DECKS & PORCHES 18" x 9" Min

BEARING WALL 20" x 9" Min

GARAGE WALL 18" x 9" Min

Min 2 #4 Rebar Horizontal

on undisturbed or compacted soil

FOOTING SCHEDULE

Ceilings R-49 Min

Wall above grade R-21 Min

Wall interior below grade R-13 Min

INSULATION SCHEDULE

Sample

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4040

2868

40

40

40

40

40

40

60

68

40

68

S

S

S

S

S

S

WH

UP

GARAGE23'-4" x 21'-8"


UTILITY4'-10" x 5'-11"

STORAGE16'-8" x 6'-4"

5'-6" 2'-8" 3'-6"

6'-4"

6'-7"

8'-4"2'-10"

46'-3"

16'-3"

22'-8"

7'-4"

6'-4"

4'-0"

5'-11"

3'-6"

4'-0"

5'-8"

4'-0"

5'-6"

54'-0"

24'-4"14'-10"14'-10"

5'-0"

18'-3"

23'-0"

24'-0"

30'-0"

18'-0" 12'-0"

4'-0" 4'-0" 4'-0"

1'-6"

5'-0"

6'-0"

6'-0"

15'-6"

1'-0"

12'-0"

12' BEAM IN FLOOR BEAM IN

FLOOR

END

LENGTH

CUT

LENGTH

CLEARSPAN

END

LENGTH

Provide minimum 1"

end distance

Equal number of

specified nails in

each end Simpson Strong-Tie

CS16

NAIL BOTTOM TO SILL PLATE.

EDGES @12" O.C. IN FIELD.

NAIL W/8d NAILS @6" O.C.

4X8 SHT. ON FOUNDATION.

BRACED WALL PANEL

PROVIDE (2) STRAPS FOR B.W.P.

ALTERNATE BRACE WALL PANELS

Simpson HPAHD strap location marker

BRACED WALLS AND ALT BRACED WALL OPTIONS

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.

c. Continuous bracing from floor to floor

SEE

FOOTNOTE

NO.5

1/2" MIN.

FROM

CORNER

ONE #4REBAR INSHEAR CONE

NAILEDPORTION

13 1/2"

SINGLE POUR

RIM JOISTINSTALLATION

Simpson Strong-Tie

HPAHD

ONE #4REBAR INSHEAR CONE

12" MINIMUMREBAR LENGTH

30" MINIMUMREBAR LENGTH

FROM EDGEDISTANCECORNER

OF STRAP TOCORNER

Simpson Strong-TieHPAHD

SINGLE POURCORNER

INSTALLATION

HD1 = HPAHD22 Simpson Hold Downs

HD2 = STHD14RJ Simpson Hold Downs

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.

3

11

SCALE 1/8"=1'

FOUNDATION PLAN


Block out for garage and walk out

doors see floor plan for locations

Slope Concrete floor to door

ABWP - Alternate Braced Wall Panels

may be substituted with Simpson Strong Walls

Sample

Plan

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30

50

30

50

30

50

203020302030

2030 2030 2030

26

68

2868 2668 2868

60

68

60

68

BEDROOM10'-11" x 16'-3"


LIVING14'-0" x 10'-8" BATH

5'-0" x 7'-8"C

LO

SE

T2

'-3

" x 9

'-1

1"BEDROOM

12'-5" x 12'-2"

CL

OS

ET

2'-3

" x 9

'-1

1"

54'-0"

30'-0" 24'-0"

46'-3"

5'-2 3

/4"

8'-0 1

/4"

12'-8"

11'-1"

9'-3"

6'-4"

3'-0"

3'-4"

3'-0"

3'-0"

5'-1"

10'-0"

8'-3"

5'-0"

1'-0"

3'-0"

6'-0"

23'-0"

24'-0"

30'-0"

12'-0"18'-0"

2'-0"

9'-0"

12'-0"8'-4"3'-0"

4'-0"

8'-4" 2'-4"

4'-0"

9'-5" 2'-8"1'-0"8"

2'-6"8"1'-6"1'-0"

2'-8"

2'-8"

2'-0"

2'-0"

5'-5"

9 FOOT CEILINGS

DOOR SCHEDULE

NUMBER QTY FLOOR SIZE DIMENSIONS WIDTH HEIGHT

D01 1 0 2868 32X80X1 3/8" 32 " 80 "

D02 1 0 4068 24X80X1 3/8" 24 " 80 "

D03 1 1 18080 216X96" 216 " 96 "

D04 1 1 2268 26X80X1 3/8" 26 " 80 "

D05 1 1 2468 28X80X1 3/8" 28 " 80 "

D06 2 1 2668 30X80X1 3/8" 30 " 80 "

D07 1 1 2868 32X80X1 3/8" 32 " 80 "

D08 3 1 3068 36X80X1 3/4" 36 " 80 "

D09 1 1 4068 24X80X1 3/8" 24 " 80 "

D10 1 1 6068 72X80" 72 " 80 "

D11 2 2 2668 30X80X1 3/8" 30 " 80 "

D12 2 2 2868 32X80X1 3/8" 32 " 80 "

D13 2 2 6068 72X80" 72 " 80 "

WINDOW SCHEDULE

NUMBER QTY FLOOR SIZE DIMENSIONS WIDTH HEIGHT

W01 4 0 4040 48"X48" 48 " 48 "

W02 3 1 2020 24"X24" 24 " 24 "

W03 1 1 2030 24"X36" 24 " 36 "

W04 8 1 2050 24"X60" 24 " 60 "

W05 1 1 3030 36"X36" 36 " 36 "

W06 3 1 3050 36"X60" 36 " 60 "

W07 6 2 2030 24"X36" 24 " 36 "

W08 3 2 3050 36"X60" 36 " 60 "

CABINET SCHEDULE

NUMBER QTY FLOOR DIMENSIONS WIDTH DEPTH HEIGHT DESCRIPTION

C01 1 1 18X24X36 " 18 " 24 " 36 " BATH BASE CAB

C02 1 1 18X24X36 " 18 " 24 " 36 " KIT. BASE CAB

C03 2 1 24X24X36 " 24 " 24 " 36 " BATH BASE CAB

C04 1 1 30X12X30 " 30 " 12 " 30 " KIT. WALL CAB

C05 1 1 30X24X36 " 30 " 24 " 36 " KIT. BASE CAB

C06 1 1 33X24X36 " 33 " 24 " 36 " BATH BASE CAB

C07 2 1 36X24X36 " 36 " 24 " 36 " PEN BASE CAB

C08 1 2 24X24X36 " 24 " 24 " 36 " BATH BASE CAB

C09 1 1 24X24X36 " 24 " 24 " 36 " KIT. BASE CAB

C10 1 1 21X24X36 " 21 " 24 " 36 " KIT. BASE CAB

C11 1 1 36X36X36 " 36 " 36 " 36 " CRNR BASE CAB

C12 1 1 24X24X30 " 24 " 24 " 30 " CRNR WALL CAB

C13 1 1 36X12X17 " 36 " 12 " 17 " KIT. WALL CAB

C14 1 1 18X12X30 " 18 " 12 " 30 " KIT. WALL CAB

C15 1 1 39X24X36 " 39 " 24 " 36 " KIT. BASE CAB

C16 1 1 33X24X36 " 33 " 24 " 36 " KIT. BASE CAB

C17 2 1 33X12X30 " 33 " 12 " 30 " KIT. WALL CAB

C18 1 1 36X12X30 " 36 " 12 " 30 " KIT. WALL CAB


SECOND FLOOR PLANSCALE 1/8"=1'

4

Sample

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Http://s

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5

11

FRONT ELEVATIONSCALE 1/8"=1'

SCALE 1/16"=1'

RIGHT ELEVATION

ARCHITECTURAL

ASHPHALT

SHINGLES


SCALE 1/16"=1'

REAR ELEVATIONSCALE 1/16"=1'

LEFT ELEVATION

GRADE

Sample

Plan

Not

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DN

6068 2030 3068

3050

205020502050

3068

205030502050

2020

2020

2020

18080

3050

3068

2868

2668

4068

26689068

2050

2050

2050

3030

2468

2268

UP

DN

2x12 jois

ts 1

6"

OC

DN

4040

2868

4040

4040

4040

6068

4068

S

S

S

S

S

S

UP

2x12 joists 16" OC

GARAGE23'-4" x 21'-8"

UTILITY4'-10" x 5'-11"

STORAGE16'-8" x 6'-4"

DN

3050

3050

3050

203020302030

2030 2030 2030

2668

2868 2668 2868

6068

6068

BEARING

WALL

11 7/8" I-Joists 16" o.c

Roof Framing:

1. Fascia to be 2"x Douglas Fir.

2. For soffit size see details.

3. For spans and dimensions refer to floor plans.

4. Trusses are to be an approved truss design from the truss manufacture's engineer.

Install as per engineers specs

5. Use Simpson H-1 hurricane anchors at each truss or rafter to wall connection.

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 Min ½" thick, 24/0, CDX or 5/8 wafer.

6

11

SCALE 1/16"=1'

MAIN FLOOR FRAMINGSCALE 1/16"=1'

ROOF FRAMING

PRE-ENGINEERED ENERGY TRUSSES AS

SUPPLIED BY TRUSS MANUFACTURER

1. Trusses to be 24" O.C.

2. Attic access min 22 1/2" x 30" were most convenient.

For all areas greater than 30"

4. Install all trusses as per truss manufacturer

installation guidelines.

SEE GENERAL SPECS AND

NOTES FOR FRAMING DETAILS


SCALE 1/16"=1'

2ND FLOOR FRAMING

WHOLE HOUSE

8/12 PITCH

BEARING

WALL

BEARING

WALL

BEAM

BEARING

WALL

11 7/8" I-Joists 16" o.c

Sample

Plan

Not

For Con

struc

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Http://s

dspla

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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.

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 T.J.I. @ 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.

8. Joist hangers to be Simpson U210 or equal unless otherwise noted.

9. Double joists and or double blocking at all interior walls.

7

11SCALE 1/8"=1'

FULL HOUSE

FRAMING SECTIONNote: Paper size B - 11 x 17 if printed on D - 22 x 34 scale is 2 X of stated scale

Sample

Plan

Not

For Con

struc

tion

Http://s

dspla

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8 '- 1 1 "

RUN 10" PER STAIR

RISE 8" PER STAIR

3'-6"

NEWEL POST

BALUSTERS MAX 4" SPACE.

32-34" GUARDRAIL

TO FIRST RISER.

ADD FIN. FLOOR THICKNESS

2 x 8 KICKER

MAIN FLOOR STAIR

3-2 x 12 STRINGERS

FIN

. F

LO

OR

TO

FIN

. F

LO

OR

2 x 10 DBL.

HEADERS

BD

R1

83

6C

BD

36

36

BD

R2

43

6B

D3

33

6B

S3

93

6

BDL2136 BD3036

PB

D3

63

6P

BD

36

36

W3030W3330

W3

61

7W

R1

83

0W

36

30

CW

24

30

W3

33

0

KITCHEN14'-2" x 15'-7"

3'-0"

3'-6"

STAIR DETAILS

STAIR SPECIFICATIONS

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.

2. Handrail/Guardrails final style, material and color

to be owner's choice. Design to be per code.

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 42" width,

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".

8. Garage entrance stairs may be concrete or wood as

per contractor/homeowner

8


Kitchen layout and cabinets to be

chosen by homeowner/Contractor

basic layout for reference only.

Measure after sheetrock is installed

for correct sizing.

SCALE 1/4"=1'

Cabinet Detail

Sample

Plan

Not

For Con

struc

tion

Http://s

dspla

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m

REVISIONS

DATE

CHK'D BY

DRWN BY

DATE

CLIENT

JOB NO.

SHEET NO.

OF

SD

S-C

AD

Sp

ecia

lize

d D

esig

n S

yste

ms


P O

Bo

x 3

74

Me

nd

on

, U

tah

w

ww

.sd

sca

d.c

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il: s

dsca

d@

pcu

.ne

t

Re

sid

en

tia

l D

esig

n

DN

UP

DN

DN

SD

SD

GFCI3

WPWP

4

WP

WP

GFCI

33

4

43

3

3

ELECTRICAL SCHEDULE

NUMBER QTY FLOOR DESCRIPTION

E01 2 2 THREE WAY

E02 3 2 SMOKE DETECTOR

E03 4 2 SINGLE POLE

E04 5 2 HALF DOME LIGHT - LIGHTING GREY

E05 1 2 HALF CONE - LIGHTING GREY

E06 1 2 GFCI

E07 1 2 EXHAUST

E08 16 2 DUPLEX

E09 6 1 THREE WAY


E11 12 1 SINGLE POLE

E12 7 1 PORCH LANTERN


E14 3 1 HALF CONE - LIGHTING GREY

E15 3 1 FOUR WAY

E16 2 1 EXHAUST

E17 4 1 DUPLEX (WEATHERPROOF) - COLOR LIGHT GRAY (MATTE)

E18 30 1 DUPLEX

E19 2 1 220V


E21 7 0 SINGLE POLE


E23 24 0 DUPLEX

E24 2 1 GFCI

C

TV

SD

WP

GFI

4

3

DESCRIPTIONSYMBOL

ELECTRICAL LEGEND

DOOR CHIME

EXHAUST FAN

SMOKE DETECTOR

THERMOSTAT

DOOR BELL PUSH BUTTON

TELEVISION JACKS

TELEPHONE JACKS

240V RECEPTACLE

110VFLOOR MOUNTED

DUPLEX RECEPTACLE

METER SOCKET

PANEL BOX

CEILING FAN W/ LIGHT

FLUORESCENT LIGHT FIXTURE

110V CEILING LIGHT FIXTURE

110V RECESSED LIGHT FIXTURE

110V EAVE LIGHT FIXTURE

110V CHANDILIER LIGHT FIXTURE

110V WALL LIGHT FIXTURE

SINGLE POLE SWITCH

THREE WAY SWITCH

FOUR WAY SWITCH

DIMMER SWITCH

OUTDOOR SWITCH

110V DUPLEX RECEPTACLE


GROUND FAULT INTERUPTED


W/ WEATHERPROOF COVER

T

F

A FIRE ALARM PANEL

COMPUTER POINT

WP

DM

DC

9

11

SCALE 1/8"=1'

MAIN FLOOR

ELECTRICAL PLAN


Sample

Plan

Not

For Con

struc

tion

Http://s

dspla

ns.co

m

REVISIONS

DATE

CHK'D BY

DRWN BY

DATE

CLIENT

JOB NO.

SHEET NO.

OF

SD

S-C

AD

Sp

ecia

lize

d D

esig

n S

yste

ms


P O

Bo

x 3

74

Me

nd

on

, U

tah

w

ww

.sd

sca

d.c

om

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ma

il: s

dsca

d@

pcu

.ne

t

Re

sid

en

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l D

esig

n

DN

SDSD

SD

GFCI

3

3

S

S

S

S

S

S

WH

UP

SD

SD

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 200 amp service, 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.

9. Install ground fault current interrupter on exterior, garage, kitchen, and bathroom convenience outlets.

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, and

dishwasher.

12. Maximum spacing of outlets shall not exceed 12 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. CO2 Detector on each floor.

11

SCALE 1/8"=1'

BASEMENT

ELECTRICAL PLAN


2ND FLOOR

ELECTRICAL PLANSCALE 1/8"=1' 10

Sample

Plan

Not

For Con

struc

tion

Http://s

dspla

ns.co

m

REVISIONS

DATE

CHK'D BY

DRWN BY

DATE

CLIENT

JOB NO.

SHEET NO.

OF

SD

S-C

AD

Sp

ecia

lize

d D

esig

n S

yste

ms


P O

Bo

x 3

74

Me

nd

on

, U

tah

w

ww

.sd

sca

d.c

om

e

ma

il: s

dsca

d@

pcu

.ne

t

Re

sid

en

tia

l D

esig

n

8

2x4 INSULATED WALL

VAULT AS DESIGNATED ON FLOOR PLAN

4" GRAVEL & 6 MIL VAPOR SEAL

4" CONC. SLAB W/6 x 6 #10

WW MESH OR FIBER

SEE NOTES FOR

HEADER SIZE

BASEBOARD

PREFABRICATED

TRUSSES @ 24" 0.C.

7'-8"

8" x 24" GRAVEL

1/2" REBAR

SPACED 24" HOR

& VERT 4" MIN

FROM TOP AND

BOTTOM

4" DRAIN TO DAYLIGHT IN

10"

6"

20"

8"

6"

3/4" PLYWOOD SUBFLOOR SCREW & GLUE

2 x 11 7/8 TGI JOIST @ 16" O.C.

OR AS NOTED ON PLAN

1/2" SHEETROCK

2 x 6 STUD @ 16" O.C.

R-21 INSULATION

2 x 6 DOUBLE TOP PLATE

1/2" SHEETROCK

RIM JOIST

INTO CONC.

EMBEDDED 7"

ANCHOR BOLT

1/2" x 10"

2 x 6 MUDSILL

7/16" PLY. SHEATHING

HOUSE WRAP OVER

2 x 6 BOTTOM PLATE

RAIN GUTTER

FINISH PER

ELEVATIONS

1 x 6 FASCIA

TRUSS CLIP

8"

MIN

5/8" PLY. SHEATHING

TRUSSES @ 24" 0.C.

PREFABRICATED

ASPHALT SHINGLES

1'-6"

OVER 30# FELT

ICE SHIELD 24" UP FROM WALL

AND ALL VALLEYS

9'-0"

FIN

. F

LR

. T

O C

LG

.

2 x STUDS @ 16" O.C.

BEARING WALL AS PER PLAN

See

Elevations

for Pitch12

10" X 20" FOOTING

WITH 2 - 1/2" REBAR

BRICK OR ROCK WITH

1/2" AIRSPACE

8' X 8"

FOUNDATION

WATERPROOF

TO GRADE

ALUM. SOFFIT & FACIA

AS PER FLOOR PLAN

R-49 INSULATION

2 - 1/2" REBAR

VENT ATTIC PER CODE


11

FULL TYPICAL SECTION

Sample

Plan

Not

For Con

struc

tion

Http://s

dspla

ns.co

m

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