g:team drivesplum team drive plum18-10 henson triplex...

UP

UNIT C

REAR

SETB

ACK

20' - 0

"

SIDE SETBACK8' - 0"

FRON

T SET

BACK

25' - 0

"

SIDE SETBACK8' - 0"

UNIT BUNIT A

101' 4"PROPERTY LINE

101' 4"PROPERTY LINE

88' 1

1"PR

OPER

TY LI

NE

88' 9

"PR

OPER

TY LI

NE

GARAGE CGARAGE BGARAGE A

368 SF 370 SF 370 SF

1,639 SF TOTAL1,635 SF TOTAL1,661 SF TOTAL

HB

HB

HB

HB

HB

3,264 SF FOOTPRINT 36% COVERAGE9,012 SF, .21 ACRES

6"

3' - 0"

SOD BLVDSOD BLVD

GLIDER LANE3/4" WATERSEWER

SODDED AND SPRINKLERED

SOD

SOD

CONCRETE DRIVE PER MASTER PLAN

CONC. PATIO -6-0 X 12-0

CONCRETE



CONCRETE CONCRETE



BOULEVARD TREE - PER C.O.B. STANDARDS. (4) REQUIRED ON CORNER LOTS



HB = HOSE BIB LOCATIONSELECTRICAL UNDERGROUD SERVICEGAS UNDERGROUND SERVICEWATER UNDERGROUND SERVICESEWER UNDERGROUND SERVICE

LEGEND

GE

PLANTER PLANTER PLANTER

18' - 0" 8' - 0" 18' - 0" 7' - 7 1/2" 18' - 4 1/2" 8' - 0"

4"

3/4" WATER SEWER 3/4" WATERSEWER

CONCRETE SIDEWALK

CONCRETE SIDEWALK

SODDED AND SPRINKLERED SODDED AND SPRINKLERED

SOD

E

E

E

E

EE

E

E G

G

G

G

G G

G

G

GRADING NOTE: TOP OF CONCRETE MUST BE A MINIMUM OF 12" ABOVE STREET GUTTER DISCHARGE, PLUS A MINIMUM 2% SLOPE. GRADE AND SURFACE DRAINAGE MUST START 6" BELOW TOP OF CONCRETE, AND PROVIDE DRAINAGE AT 2% MINIMUM FOR THE FIRST 10' OF GRADE. FROM THE RESIDENCE IRC 401.3

A A

E E

7

7

6

6

RIDGERIDGERIDGE

VALL

EY

VALLEY

VALL

EY

VALLEY

RIDG

E

RIDG

E

DS

D D

4

4

1

1

2

2

6" /

12"

6" /

12"

6" /

12"

6" /

12"

6" /

12"

6" /

12"

6" /

12"

6" /

12"

6" /

12"

6" /

12"

6" /

12"

6" /

12"

7 1/2" / 12"7 1/2" / 12"

4" /

12"7 1/2" / 12"7 1/2" / 12"

3" /

12"

3" /

12"

3" /

12"

3" / 12"

1' - 6"

1' - 6"

1' - 6"

1' - 6"

1' - 6"

1' - 6"

1' - 6"

1' - 6"

1' - 6" 1' - 6"1' - 6"

1' - 6"

1' - 6"

1' - 6"

1' - 6"

1' - 6"

1' - 6" 1' - 6"

1' - 6"

1' - 6"1' -

6"

1' - 0"

1' - 0"

1' - 0"

6' - 5"6' - 5" 9' - 10" 9' - 10"16' - 2"16' - 2" 16' - 2"

10' - 1

0"

10' - 1

0"

10' - 1

0"

1' - 0"

PROJECT INFORMATIONPROJECT ADDRESS: 1308 GLIDER LANE

BELGRADE, MT

LEGAL DESCRIPTION BLOCK 6, LOT 2:

BUILDING AREA: MAIN A (HEATED): 690 SF GROSS (INC. EXT. WALLS) MAIN B (HEATED): 687 SF GROSS (INC. EXT. WALLS) MAIN C (HEATED): 710 SF GROSS (INC. EXT. WALLS)

UPPER A (HEATED): 949 SF GROSS (INC. EXT. WALLS) UPPER B (HEATED): 948 SF GROSS (INC. EXT. WALLS) UPPER C (HEATED): 951 SF GROSS (INC. EXT. WALLS)

TOTAL: A 1,639 SF GROSS B 1,635 SF GROSS C 1,661 SF GROSS

GARAGE A &B: 370 SF NET C: 368 SF NET

GENERAL NOTES1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND

JOB SITE CONDITIONS BEFORE COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT.

2. GENERAL CONTRACTOR TO COORDINATE ARCHITECTURAL DRAWINGS WITH MECHANICAL, ELECTRICAL, AND PLUMBING.

APPLICABLE CODES:2012 INTERNATIONAL RESIDENTIAL CODE 2012 UNIFORM PLUMBING CODE 2012 INTERNATIONAL MECHANICAL CODE 2014 NATIONAL ELECTRIC CODE 2012 INTERNATIONAL FUEL GAS CODE2012 INTERNATIONAL ENERGY CONSERVATION CODE

DESIGN CRITERIASEISMIC ZONE D090 MPH WIND

ATTIC VENTILATION REQ'MTS.

R806.1 VENTILATION REQUIRED.

ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATING OPENINGS SHALL BE PROVIDED WITH CORROSION-RESISTANT WIRE MESH, WITH 1/8 INCH MINIMUM TO ¼ INCH MAXIMUM OPENINGS.

R806.2 MINIMUM AREA.THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT REDUCTION OF THE TOTAL AREA TO 1/300 IS PERMITTED, PROVIDED THAT AT LEAST 50 PERCENT AND NOT MORE THAN 80 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE THE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. AS AN ALTERNATIVE, THE NET FREE CROSS-VENTILATION AREA MAY BE REDUCED TO 1/300 WHEN A VAPOR BARRIER HAVING A TRANSMISSION RATE NOT EXCEEDING 1 PERM (5.7 × 10-11 KG/S × M2 × PA) IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING.

R806.3 VENT AND INSULATION CLEARANCE.WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A MINIMUM OF A 1-INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT.

PLANT LEGENDSPECIES

DECIDUOUS STREET TREE

DECIDUOUS TREE

SMALL SHRUBFLOWERING SHRUB

ORNAMENTAL GRASSES

SOD (LABELED)

PLANTING BED (WASHED ROCK) W/ PLASTIC OR METAL EDGING

PERENNIAL FLOWERS

DRAWING NUMBER:

PHASE:

DATE:

DRAWING TITLE:

PROJECT NUMBER:

DRAWN BY / CHECKED BY:

REVISIONS:

0"1"

2"4/

2/2 0

18 1

2:12

:29

PM

A1.1

SITE PLAN /ROOF PLAN

18-10

ALL ABOUTHOMES ANDLAND, LLC

APRIL 2, 2018

MG CCR

PERMIT

HENSONSUBDIVISION

BLOCK 6 LOT 2BELGRADE MT

1/8" = 1'-0"SITE PLAN4

3D View 51

3D View 62

HENSON TRIPLEX

BELGRADE, MT

NO. DESCRIPTION DATE

1/8" = 1'-0"ROOF PLAN3

INDEX# Sheet Name

A1.1 SITE PLAN / ROOF PLANA1.2 FOUNDATIONA1.3 BWL / FRAMING PLANSA1.4 BWL / FRAMING PLANSA1.5 BWL / FRAMING PLANSA2.1 MAIN FLOORA2.2 UPPER FLOORA3.1 ELEVATIONSA4.1 BUILDING SECTIONSA5.1 DETAILSA5.2 SCHEDULESE1.1 ELECTRICALE1.2 ELECTRICAL

1308 GLIDER LANE






ENERGY REQUIREMENTS2012 INTERNATIONAL ENERGY CONSERVATION CODEMONTANA CLIMATE ZONE 6B

INSULATION & FENESTRATION REQUIRMENTS BY COMPONENT

CEILING FLAT: FLAT R-49VAULTED R-38

WALLS: ABOVE GRADE R-21BASEMENTS R-19 CAVITY/ R-15 CONT.CRAWL SPACE R-19 CAVITY/ R-15 CONT.

FLOORS: OVER UNHEATED SPACESR-30PERIMETER SLAB FOR 4 FT. R-10

EXTERIOR DOORS R-3WINDOWS NFRC UNIT RATING U-0.32WATER HEATER ENERGY FACTOR RATING 0.58HEATING SYSTEM ENERGY EFFICIENCY RATING 78%

(AFUE FOR GAS; HSPF HEAT PUMP)

FOUNDATION NOTESTHE REQUIREMENTS BELOW ARE MINIMUMS. CONTRACTOR SHALL PREPARE SOILS & SIZE FOOTINGS BASED ON GEOTECHNICAL RECOMMENDATIONS.CONCRETECONCRETE SHALL BE RATED A MINIMUM OF 2,500 P.S.I.REINFORCING1. REINFORCING STEEL SHALL COMPLY WITH THE REQUIREMENTS OF

ASTM A 706 FOR LOW ALLOY STEEL WITH A MINIMUM YIELD STRENGTH OF 60,000 PSI. SPLICE LAP NEEDS TO BE 30 INCHES MINIMUM FOR #4 REBAR

2. VERTICAL REINFORCING BARS MAY BE WET SET INTO FOOTINGS BUT SHALL MAINTAIN 3" CLEARANCE TO SOILS.

FOOTING DEPTH1. FOUNDATION WALLS FOR SINGLE STORY WOOD AND METAL

STRUCTURES ARE TO EXTEND A MINIMUM OF 3 FEET BELOW FINISHED GRADE TO THE BOTTOM OF THE FOOTINGS

2. MULTI-STORY AND MASONRY STRUCTURE FOUNDATIONS ARE TO EXTEND A MINIMUM OF 4 FEET BELOW FINISHED GRADE TO THE BOTTOM OF THE FOOTINGS.

FOOTING REQUIREMENTS1. SINGLE STORY FOOTINGS: 6" MIN. DEPTH w/ (2) #4 BARS2. TWO STORY FOOTINGS: 15" MIN. WIDTH, 8" MIN. DEPTH w/ (2) #4

BARS BASEMENT FOOTINGS SUPPORTING A SINGLE STORY: 6" MIN. DEPTH REINFORCED w/ (2) #4 BARS

3. BASEMENT FOOTINGS SUPPORTING TWO STORIES: 12" MIN. WIDTH, 8 INCH MIN. DEPTH w/ (2) #4 BARS

4. FOOTING PROJECTIONS SHALL BE AT LEAST 2" MINIMUM AND SHALL NOT EXCEED THE THICKNESS OF THE FOOTING BETWEEN THE EDGE OF THE FOOTING AND THE EDGE OF THE FOUNDATION WALL.

5. FOOTINGS SHALL BE SUPPORTED ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL.

FOUNDATION WALL REQUIREMENTS1. WALLS SUPPORTING 1-STORY: 6" MIN. WIDTH w/ MIN. (2) #4 BARS @

18" O.C. VERTICALLY & HORIZONTALLY2. WALLS SUPPORTING 2 STORIES: 8" MIN. WIDTH w/ #4 BARS @ 18" O.C.

VERTICALLY & HORIZONTALLY3. THE TOP HORIZONTAL BAR SHALL BE PLACED A MAXIMUM OF 12"

BELOW TOP OF WALLGENERAL FOUNDATION NOTES:

1. ALL STRUCTURAL CALCULATIONS ARE THE RESPONSIBILITY OF THE BUILDER. ALL STRUCTURAL COMPONENTS SHOWN INCLUDING JOISTS, BEAMS, FOUNDATION WALLS & FOOTINGS SHALL BE VERIFIED BY THE BUILDER FOR COMPLIANCE WITH CURRENT IRC REQUIRMENTS AND AUTHORITIES HAVING JURISDICTION PRIOR TO CONSTRUCTION.

2. BUILDER SHALL SIZE ALL CONCRETE FOUNDATION WALLS & FOOTINGS BASED ON GEOTECHNICAL ENGINEER'S REPORT & RECOMMENDATIONS.

3. CONTRACTOR SHALL VERIFY FLOOR JOISTS FOR DESIRED FLOOR STIFFNESS, TYP.

4. PAD FOOTINGS SHOWN ASSUME 2,500 PSF SOIL BEARING PRESSURE. CONTRACTOR TO VERIFY FOOTING SIZES W/ GEOTECHNICAL REPORT, TYPICAL.

5. ALL LUMBER WITHIN 8" OF GRADE OR IN CONTACT w/ CONCRETE SHALL BE TREATED

6. UFER GROUND AT ELECTRICAL PANEL SERVICE. PROVIDE 30 X 48 CLEAR AREA.

12" dia. CONC. PIER w/ (2) #4 VERT. on 2'-0"x2'-0"x8" FOOTING w/ (3) #4 EA. WAY-TYP

SIMPSON CB66 TYP. @ ALL POSTS

UFER

GR

OUND

A A

E E

5

5

7

7

6

6

9"4 1/2"4 1/2"

8" 8"

8"

8"

8"

8"

8"

16"x8" CONC. FOOTING w/ (2) #4 CONT.- TYP.

7' - 9 1/4" 2 3/4"

43' - 0

"

43' - 0

"

C C

B B

2A4.1

2A4.1

D D

2x6 TREATED PONY WALL on 16"x8" FOOTING w/ (2) #4 CONT. TYP. - PROVIDE CONT. BLK'G BETWEEN JOISTS

SLAB ON GRADE OPTION AS REQUIRED BY CIVIL:4" CONC. SLAB w/ 6x6 10/10 WWM- SLOPE TO DOORS.

2 3/4"

5' - 9 1

/4"

1A4.1

1A4.1

4

4

3

3

1

1

2

2

UFER

GR

OUND

18' - 0" 8' - 0" 18' - 0" 8' - 0" 18' - 0" 8' - 0"

13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0"

9"4 1/2"4 1/2"

8"8"

BLK OUT @ GARAGE DOORS- TYP



78' - 0"

22' - 0

"21'

- 0"

6' - 0"

6' - 0"

8" CONC. WALL w/ #4 VERT. @ 18" o.c. AND #4 HORIZ @ 18" o.c.- TYP.

20" X 10" CONC. FOOTING w/ (2) #4 CONT.- TYP.











8"8"8"

8"

8"

8"8"

8" 8"

T.O. FOUNDATION WALL 98' 9 7/8"

16"x8" CONC. FOOTING w/ (2) #4 CONT.- TYP.



T.O. FOOTING 94' 11 7/8"

3' - 10 1/2"4' - 1 1/2" 3' - 10 1/2"4' - 1 1/2"

8"8"




6' - 1 3

/4"

6' - 1 3

/4"

6' - 1 3

/4"

3' - 11 1/2"4' - 0 1/2"

18' - 1

1"18'

- 1"

2' - 11

"

2' - 11

"

2' - 11

"

6' - 0"

36" ACCESS 36" ACCESS 36" ACCESS

30 X 30 CRAWL ACCESS




UFER GROUND

6"6" 6"6" 6" 6"

DRAWING NUMBER:

PHASE:

DATE:

DRAWING TITLE:

PROJECT NUMBER:


REVISIONS:

0"1"

2"4/

2/20

18 1

2:12

:29

PM

A1.2

FOUNDATION

18-10


APRIL 2, 2018

MG CCR

PERMIT

HENSONSUBDIVISION


1/4" = 1'-0"FOUNDATION1


BEAM SCHEDULEH1 (2) 2X10 HF #2 OR BETTERH2 (2) 2X12 DF #2 OR BETTERH3 (3) 2X12 DF #2 OR BETTERH4 (2) 1 3/4" X 11 7/8" LVL

RB1 4X12 DF #2 OR BETTER

GLB1 5 1/8" x 19" V4 DF GLULAMGLB2 5 1/8" X 15 V4 DF GLULAM

ALL MEMBER SIZING TO BE VERIFIED BY G.C. AND STRUCTURAL ENGINEER

HEADER

BEAM

RIM BAORD / LEDGER

TRUSSGIRDER TRUSS

JOIST

A A

E E

5

5

7

7

6

6

C C

B B

2A4.1

2A4.1

D D

1A4.1

1A4.1

4

4

3

3

1

1

2

2

11-7/8" TJI 210 I-JOISTS @ 16" o.c.- TYP 11-7/8" TJI 210 I-JOISTS @ 16" o.c.- TYP11-7/8" TJI 210 I-JOISTS @ 16" o.c.- TYP




FRAMING NOTES1. ALL DIMENSIONS TO FACE OF FRAMING U.O.N.2. EXTERIOR WALLS SHALL BE CONSTRUCTED OF 2x6 STUDS @ 16" o.c.

WITH R-21 INSULATION, UNLESS NOTED OTHERWISE. ALL EXTERIOR SHEATHING TO BE 1/2" NOMINAL CONTINUOUS STRUCTURAL RATED PANEL.

3. INTERIOR WALLS SHALL BE CONSTRUCTED OF 2x4 STUDS @ 16" o.c., UNLESS NOTED OTHERWISE. PROVIDE 2x6 WALLS AT ALL POCKET DOORS. INTERIOR WALLS TO RECEIVE 1/2" GYP BD, UNLESS NOTED OTHERWISE.

4. FLOOR JOISTS TO BE 11-7/8" TJI 210 @ 16" o.c. WITH 1-3/4" MIN BEARING, UNLESS NOTED OTHERWISE

5. FLOOR DECK TO BE 3/4" TONGUE-AND-GROOVE, STRUCTURAL RATED PANEL (48/24 CDX) UNLESS NOTED OTHERWISE.

6. ALL LUMBER SHALL BE NO. 2 GRADE OR BETTER.7. ALL HEADERS (6' MAX SPAN) AT EXTERIOR WALLS SHALL BE (2) 2x10

HF#2 OR BETTER w/ (2) JACK STUDS AT EACH END, UNLESS NOTED OTHERWISE.

8. PROVIDE BLOCKING BETWEEN TRUSSES AT ALL BEARING LOCATIONS.

DRAWING NUMBER:

PHASE:

DATE:

DRAWING TITLE:

PROJECT NUMBER:


REVISIONS:

0"1"

2"4/

2/20

18 1

2:12

:30

PM

A1.3

BWL / FRAMINGPLANS

18-10


APRIL 2, 2018

MG CCR

PERMIT

HENSONSUBDIVISION



1/4" = 1'-0"1 MAIN LEVEL FRAMING

WH

REF.

WH

REF.

WH

REF.

DW DW DW

A A

E E

5

5

7

7

6

6

GLB2

H2

H1

H1

RB1

BEARING WALL

C C

B B

2A4.1

2A4.1

D D

H 1

BEARING WALL H4

1A4.1

1A4.1

4

4

3

3

1

1

2

2

H1

H1H1

H1H1H1H1H1H1 H2H2

H2

H1

FLUSH BEAM COORDINATE w/ GARAGE TRACK BELOWLEDGER

H4H4

RFPI 70 11 7/8" JOISTS @ 12" O.C.

RFPI 70 11 7/8" JOISTS @ 12" O.C.

RFPI 70 11 7/8" JOISTS @ 12" O.C.RFPI 70 11 7/8" JOISTS @ 12" O.C.

GLB2 GLB2 RB1RB1

ROOF TRUSS PER MANUFACTURER @ 2' O.C.ROOF TRUSS PER MANUFACTURER @ 2' O.C.ROOF TRUSS PER MANUFACTURER @ 2' O.C.

6 X 6 DF#2 COL. TYP.



(3) 2x6 (3) 2x6 (3) 2x6 (3) 2x6 (3) 2x6 (3) 2x6

6X6POST

6X6POST

6X6POST

6X6POST

6X6POST

4X6POST

6X6POST

H1H1H1H1H1

H4H4H4

ROOF TRUSS PER MANUFACTURER @ 2' O.C.

ROOF TRUSS PER MANUFACTURER @ 2' O.C.ROOF TRUSS PER MANUFACTURER @ 2' O.C.

ROOF TRUSS PER MANUFACTURER @ 2' O.C.

H1

BEAR

ING

WAL

L

FLUSH BEAM COORDINATE w/ GARAGE TRACK BELOW

H1

BEAR

ING

WAL

L

FLUSH BEAM COORDINATE w/ GARAGE TRACK BELOW

H1

BEAR

ING

WAL

L

BEARING WALL

RFPI 70 11 7/8" JOISTS @ 12" O.C.RFPI 70 11 7/8" JOISTS @ 12" O.C.





HEADER

BEAM

RIM BAORD / LEDGER

TRUSSGIRDER TRUSS

JOIST









DRAWING NUMBER:

PHASE:

DATE:

DRAWING TITLE:

PROJECT NUMBER:


REVISIONS:

0"1"

2"4/

2/20

18 1

2:12

:33

PM

A1.4

BWL / FRAMINGPLANS

18-10


APRIL 2, 2018

MG CCR

PERMIT

HENSONSUBDIVISION



1/4" = 1'-0"1 UPPER LEVEL FRAMING

wd

wd

wd

A A

E E

5

5

7

7

6

6

C C

B B

2A4.1

2A4.1

D D

H1 H1

H1

H2

H1

H1

TRUSS PER MANUF. @ 2-0 O.C.

TRUSS PER MANUF, - 2-0 O.C.

1A4.1

1A4.1

4

4

3

3

1

1

2

2

H1H1

H1H1H1H1

H1

H1

H1H1 H1

H1

H1H1

H1





HEADER

BEAM

RIM BAORD / LEDGER

TRUSSGIRDER TRUSS

JOIST









DRAWING NUMBER:

PHASE:

DATE:

DRAWING TITLE:

PROJECT NUMBER:


REVISIONS:

0"1"

2"4/

2/20

18 1

2:12

:35

PM

A1.5

BWL / FRAMINGPLANS

18-10


APRIL 2, 2018

MG CCR

PERMIT

HENSONSUBDIVISION



1/4" = 1'-0"1 ROOF FRAMING

WH

UP

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

REF.

WH

REF.

WH

REF.

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

UP UP

DW DW DW

1 | A3.1

4 | A3.1

2 | A3.1

3 | A3.1

A A

E E

5

5

7

7

6

6

16-0 X 8-0OVERHEAD DOOR

36" x 80"EXTERIOR

36" x

80"

26' - 0" 26' - 0" 26' - 0"

2 X 4

2 X 4

2 X 6

2 X 6

2 X 4

2 X 4

ELEC

. PAN

EL

ELEC

. SER

VICE

GAS

ELECT SERVICE (200A) w/ 30x36 CLEAR WORK AREA

1/2" GWB @ GARAGE WALLS- TYP5/8" GWB CEILING - TYP

6X6 DF POST, TYP.SIMPSON CPT66Z POST BASE


RAKE

WAL

L

ENTRY 1C7-6 X 4-5

LIVING 1C14-8 X 12-2

KITCHEN 1C11-1 X 11-2

C C

B B


[A11] 36" X 72"SINGLE HUNG(6' - 10") HEAD

[A14] 24" X 24"AWNING

(6' - 10") HEAD

32" X

80"

2A4.1

2A4.1

2 X 4

2 X 4

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

BAR

BAR

DINING 1C10-6 X 9-8

PANT

RY

D D

43' - 0

"

2' - 8"

7' - 10

"

2' - 4"

6' - 6 1

/2"3' -

10"

8' - 0"

1A4.1

1A4.1

24" x

80"

28" x

80"

8"3' - 0" 1' - 0" 2' - 0" 1' - 4"

[A1] 24" X 72"FIXED

(6' - 10") HEAD

72" x 80"SLIDER

6' - 0"

27' - 0

"5' -

0"5' -

0"2' -

0"



1' - 0"

3' - 0"

1' - 0"

2' - 6"

2' - 0"

14' - 6

"4' -

0"3' -

0"1' -

0"

1' - 6" 1' - 6"

PWDR 1C3-0 X 7-4

11' - 6" 3' - 0" 2' - 7"

2 X 6

2 X 6

10' - 0

"

4

4

3

3

1

1

2

2

3' - 7 1/2"

3' - 9 1/2"3' - 8 1/2"

43' - 0

"


36" x 80"EXTERIOR

36" x

80"

32" X

80"

28" x

80"

24" x

80"

[A2] 24" X 72"FIXED

(6' - 10") HEAD

72" x 80"SLIDER


36" x 80"EXTERIOR

36" x

80"

32" X

80"

28" x

80"

24" x

80"

[A3] 24" X 72"FIXED

(6' - 10") HEAD

1' - 0" 3' - 0" 1' - 6" 2' - 0" 6' - 0" 3' - 6" 3' - 0" 1' - 0"


4 1/2"11 1/2"2' - 0"1' - 0"3' - 0"

8"

2' - 0" 15' - 6" 5' - 0" 21' - 0" 5' - 0" 31' - 6" 2' - 0"

3' - 6 1/2"

2' - 0"8' - 0"18' - 4 1/2"7' - 7 1/2"18' - 0"8' - 0"18' - 0"2' - 0"

1' - 4"2' - 0"1' - 0"3' - 0"8"





72" x 80"SLIDER

2' - 0" 6' - 0" 3' - 6" 3' - 0" 1' - 0"

2 X 62 X 62 X 6

2 X 62 X

6

2 X 6



22' - 0

"11'

- 0"

10' - 0

"2' -

0"

7' - 0"

4' - 0"

2' - 0"

6' - 0"

2' - 0"

[A5] 72" X 48"SLIDER

(6' - 10") HEAD


BAR

BAR

BAR

BAR

82' - 0"

82' - 0"

3' - 9 1/2"

9' - 8 1

/2"

9' - 8 1

/2"

9' - 8 1

/2"

3' - 2"

3' - 0"

10"

[A4] 36" X 24"FIXED

(6' - 10") HEAD

GARAGE 1B17-2 X 21-6

GARAGE 1A17-1 X 21-6 GARAGE 1C

17-2 X 21-6

11' - 7" 3' - 0" 2' - 7"11' - 6" 3' - 0" 2' - 7"

2' - 8"

7' - 10

"

RAKE

WAL

L

RAKE

WAL

L

PWDR 1B3-0 X 7-4

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

KITCHEN 1B11-2 X 11-2

DINING 1B10-7 X 9-8

LIVING 1-B14-8 X 12-2

ENTRY 1B7-7 X 4-5

ENTRY 1A7-7 X 4-5

LIVING 1A14-8 X 12-2

DINING 1A10-6 9-8

KITCHEN 1A13-0 X 11-2

PWDR 1A3-0 X 7-4

2' - 5"

PANT

RY

PANT

RY

1' - 0"

1' - 0" 16' - 0" 1' - 0" 1' - 0"16' - 0"1' - 0"

CONCRETECONCRETECONCRETE

2 X 6

2 X 6

2 X 62 X 6

2' - 8"

7' - 10

"

ELEC

. PAN

EL


ELEC

. PAN

EL


1' - 0"16' - 0"1' - 0"



1' - 6"1' - 6"1' - 6"1' - 6"

6' - 6 1

/2"3' -

10"

5' - 5"

5' - 5"

5' - 5"

ELEC

. SER

VICE

GAS


368 SF 370 SF 370 SF

710 SF 687 SF 690 SF

17' - 3

"

2 X 4

2 X 4

2 X 4

2 X 4

2 X 4

2 X 4

2' - 0"

1' - 8"

1' - 8"

1' - 8"

17' - 1"

PLANTER PLANTER PLANTER

ELEC

. SER

VICE

GAS

2 X 4

2 X 4

6"6" 6"6"

















BELGRADE, MT











1-HR COMMON WALL REQ'MTS.REFER WALL SECTION ON 6/A5.1 IN ADDITION TO NOTES BELOW

TOWNHOUSE COMMON 1-HOUR FIRE-RESISTANCE-RATED WALL ASSEMBLY (IRC R302.2)(UL DESIGN U305 & U340-TL-77-149, STC 54 [WEAL 06-497])

• (2) 2X6 WALLS SEPARATED BY 2" AIR SPACE. STUDS @ 16" O.C.• R-21 FRICTION-FIT FIBERGLASS BATT IN BOTH WALLS• 5/8" GWB TYPE X ON EACH FACE OF STUD, (4) LAYERS TOTAL, CAULK

PERIMETER, (SUBSTITUTE EXTERIOR GYP @ EXTERIOR LOCATIONS)• TESTED IN ACCORDANCE WITH ASTM E 119 OR UL 263 • WALL SHALL NOT CONTAIN PLUMBING OR MECHANICAL EQUIPMENT,

DUCTS OR VENTS IN THE CAVITY OF THE COMMON WALL. • THE WALL SHALL BE RATED FOR FIRE EXPOSURE FROM BOTH SIDES AND

SHALL EXTEND TO AND BE TIGHT AGAINST EXTERIOR WALLS AND THE UNDERSIDE OF THE ROOF SHEATHING.

• ELECTRICAL INSTALLATIONS SHALL BE INSTALLED IN ACCORDANCE WITH IRC CHAPTERS 34 THROUGH 43. PENETRATIONS OF ELECTRICAL OUTLET BOXES SHALL BE IN ACCORDANCE WITH SECTION R302.4.

DRAWING NUMBER:

PHASE:

DATE:

DRAWING TITLE:

PROJECT NUMBER:


REVISIONS:

0"1"

2"4/

2/2 0

18 1

2:12

:36

PM

A2.1

MAIN FLOOR

18-10


APRIL 2, 2018

MG CCR

PERMIT

HENSONSUBDIVISION


1/4" = 1'-0"1 MAIN LEVEL


wd

16

15

14

13

12

11

10

9

8

7

6

5

4

3

1

DN

wd

wd

DNDN 16

15

14

13

12

11

10

9

8

7

6

5

4

3

16

15

14

13

12

11

10

9

8

7

6

5

4

3

A A

5

5

7

7

6

6

4' - 0" 3' - 10"

8' - 8"3' - 11"8' - 8"

BD 1 - 1C11-3 x 13-3

BD 2 - 1C13-8 X 14-0

LAUNDRY 1C8-2 X 6-4

BATH 2 - 1C8-5 X 5-3

C C

3' - 0"

37' - 0

"

1' - 11

"4' -

6"5' -

3"

4' - 6" 6' - 9"

2 x 6

2 x 6

EQEQ

B B

2' - 6"

2' - 0"

2' - 2"

9' - 10

"6' -

0"6"

32" X 80"

30" x 80"

28" x

80"

30" x 80"30" x 80"

60" x

80"

BIFOL

D

48" x 80"BIFOLD

[B3] 72" X 48"SLIDER

(6' - 10") HEAD

[B20] 54" X 54"SLIDER

(6' - 10") HEAD

[B19] 54" X 54"SLIDER

(6' - 10") HEAD

2A4.1

2A4.1

26' - 0" 26' - 0" 26' - 0"

D D

[B21] 54" X 54"SLIDER

(6' - 10") HEAD

[B23] 24" X 24"AWNING

(6' - 10") HEAD

1A4.1

1A4.1

[B22] 72" X 24"SLIDER

(6' - 10") HEAD

[B4] 24" X 24"AWNING

(6' - 10") HEAD

WIC 1C8-5 X 4-11

MA BA 1C8-2 X 12-7

MASTER BEDROOM1C

16-5 X 14-8

3' - 6 1/2"

4

4

3

3

1

1

2

2

[B18] 54" X 54"SLIDER

(6' - 10") HEAD

32" X 80"

30" x 80"

28" x

80"

30" x 80"

60" x

80"

BIFOL

D

48" x 80"BIFOLD

[B7] 72" X 48"SLIDER

(6' - 10") HEAD

[B17] 54" X 54"SLIDER

(6' - 10") HEAD

40' - 0

"

6' - 8"

16' - 4

"2' -

4"11'

- 8"

78' - 0"

78' - 0"


(6' - 10") HEAD

3' - 3" 2' - 0" 3' - 5" 1' - 8" 6' - 0" 1' - 8" 1' - 6" 2' - 0" 1' - 0" 2' - 0" 1' - 6" 3' - 3" 2' - 0" 3' - 5" 1' - 8" 6' - 0" 1' - 8" 1' - 6" 2' - 0" 1' - 0" 2' - 0" 1' - 6" 3' - 3" 2' - 0" 3' - 5" 1' - 8" 6' - 0" 1' - 8" 1' - 6" 2' - 0" 1' - 0" 2' - 0" 1' - 6"

[B1] 24" X 24"FIXED

(6' - 10") HEAD

[B2] 24" X 24"FIXED

(6' - 10") HEAD


(6' - 10") HEAD

[B6] 24" X 24"FIXED

(6' - 10") HEAD


(6' - 10") HEAD

[B10] 24" X 24"FIXED

(6' - 10") HEAD

[B11] 72" X 48"SLIDER

(6' - 10") HEAD

[B12] 24" X 24"AWNING

(6' - 10") HEAD

[B15] 54" X 54"SLIDER

(6' - 10") HEAD

[B16] 54" X 54"SLIDER

(6' - 10") HEAD

40' - 0

"

2' - 0"

38' - 0

"

12' - 2

1/2"

6' - 6 1

/2"5' -

3"14'

- 0"

11' - 8" 2' - 4" 12' - 0" 11' - 8" 2' - 4" 12' - 0" 11' - 8" 2' - 4" 12' - 0"

2' - 9" 4' - 6" 4' - 5" 1' - 9" 4' - 6" 5' - 9" 2' - 9" 4' - 6" 4' - 5" 1' - 9" 4' - 6" 5' - 9" 2' - 9" 4' - 6" 4' - 5" 3' - 6" 4' - 6" 4' - 0"

8' - 8" 9' - 4" 8' - 0" 8' - 8" 9' - 4" 8' - 0" 8' - 8" 9' - 4" 8' - 0"

[B14] 72" X 48"SLIDER

(6' - 8") HEAD

32" X 80"

30" x 80"

28" x

80"

30" x 80" 30" x 80"

60" x

80"

BIFOL

D

48" x 80"BIFOLD

30" x 80"

2 X 6 2 X 6

2 X 6

2 X 6

2 X 6

2 x 6

2 x 6

2 x 6

4' - 6" 6' - 11"4' - 6" 6' - 10"

5' - 0"

8' - 3"

BD 1 - 1B11-4 X 13-3

BD 2 -1B13-8 X 13-3

BD 1 -1A11-4 X 13-3

BD 2 - 1A13-7 X 13-3

BATH 2 - 1A8-4 X 5-3

BATH 2 - 1B8-5 X 5-3

LAUNDRY 1B8-2 X 6-4

WIC 1B8-5 X 4-11

LAUNDRY 1A8-3 X 6-4

WIC 1A8-4 X 4-11

MA BA 1A8-2 X 12-7

MASTER BEDROOM1A

16-6 X 14-8

MA BA 1B8-2 X 12-7

MASTER BEDROOM1B

16-6 X 14-8

2' - 4"

2' - 4"

5' - 0"

8' - 3"

5' - 0"

8' - 3"

3' - 10" 3' - 7 1/2"3' - 10" 3' - 6 1/2"

4' - 0"

8' - 9" 4' - 0" 8' - 8"8' - 8" 4' - 0" 8' - 8"

6' - 2 1

/2"

6' - 2 1

/2"

7' - 5 1

/2"

7' - 5 1

/2"

7' - 5 1

/2"

4' - 0"

11' - 7

1/2"

11' - 7

1/2"

11' - 7

1/2"

1' - 11

"2' -

0"1' -

4"6' -

0"6' -

0"2' -

0"

[B13] 24" X 24"AWNING

(6' - 10") HEAD

2' - 0"

2' - 0"

1' - 0"

1' - 0"

949 SF948 SF951 SF

2' - 0"

EQ EQ3-0 VANITY3-0 VANITY3-0 VANITY

3' - 0"

3' - 0"

3' - 0"

2' - 2"

EQ EQ

8' - 4 1/2"

6' - 2 1

/2"

1' - 9"

6' - 0"

13' - 3

"

1' - 9"

6' - 0"

13' - 3

"

1' - 9"

6' - 0"

13' - 3

"

ATTIC ACCESS

ATTIC ACCESS

ATTIC ACCESSFUR WALL FUR WALL FUR WALL

2 x 6

2 x 6

6-0

VANI

TY

5' - 0"

SHEL

VES

3' - 2"

1' - 6"

1' - 6"

5' - 0"

6-0

VANI

TY

2 x 6

2 x 6

1' - 6"

1' - 6"

SHEL

VES

3' - 2"6-

0 VA

NITY

SHEL

VES

2 x 6

5' - 0"

3' - 2"

1' - 6"

1' - 6"

2' - 10" 2' - 4" 3' - 0" 2' - 11 1/2" 2' - 4" 3' - 0" 2' - 10" 2' - 4" 3' - 0"

28" x

80"

28" x 80" 28" x 80"

28" x

80"

28" x

80"

28" x 80"


BELGRADE, MT


























1-HR COMMON WALL REQ'MTS.REFER WALL SECTION ON 6/A5.1 IN ADDITION TO NOTES BELOW

TOWNHOUSE COMMON 1-HOUR FIRE-RESISTANCE-RATED WALL ASSEMBLY (IRC R302.2)(UL DESIGN U305 & U340-TL-77-149, STC 54 [WEAL 06-497])

• (2) 2X6 WALLS SEPARATED BY 2" AIR SPACE. STUDS @ 16" O.C.• R-21 FRICTION-FIT FIBERGLASS BATT IN BOTH WALLS• 5/8" GWB TYPE X ON EACH FACE OF STUD, (4) LAYERS TOTAL, CAULK

PERIMETER, (SUBSTITUTE EXTERIOR GYP @ EXTERIOR LOCATIONS)• TESTED IN ACCORDANCE WITH ASTM E 119 OR UL 263 • WALL SHALL NOT CONTAIN PLUMBING OR MECHANICAL EQUIPMENT,

DUCTS OR VENTS IN THE CAVITY OF THE COMMON WALL. • THE WALL SHALL BE RATED FOR FIRE EXPOSURE FROM BOTH SIDES AND

SHALL EXTEND TO AND BE TIGHT AGAINST EXTERIOR WALLS AND THE UNDERSIDE OF THE ROOF SHEATHING.

• ELECTRICAL INSTALLATIONS SHALL BE INSTALLED IN ACCORDANCE WITH IRC CHAPTERS 34 THROUGH 43. PENETRATIONS OF ELECTRICAL OUTLET BOXES SHALL BE IN ACCORDANCE WITH SECTION R302.4.

DRAWING NUMBER:

PHASE:

DATE:

DRAWING TITLE:

PROJECT NUMBER:


REVISIONS:

0"1"

2"4/

2/20

18 1

2:12

:38

PM

A2.2

UPPER FLOOR

18-10


APRIL 2, 2018

MG CCR

PERMIT

HENSONSUBDIVISION


1/4" = 1'-0"1 UPPER LEVEL


MAIN LEVEL100' - 0"

T.O. WALL108' - 1 1/8"

T.O. UPPER WALL117' - 2 7/8"

INSULATED GARAGE DOORS- TYP

30 YR ASPHALT SHINGLES, TYP.

CONT. RIDGE VENT- TYP

PAINTED FIBER CEMENT BOARD & BATT- TYP

VINYL WINDOWS- TYP

1 x 6 OVER 1X8 FASCIA BOARD- PAINTED, TYP

PAINTED FIBER CEMENT SMOOTH LAP SIDING w/ 7" EXPOSURE- TYP

57 6


2.0 UPPER LEVEL109' - 1 3/4"

4 3 12

1' - 6" 1' - 6"1' - 6"


7 1/2" / 12"7 1/2" / 12"

7 1/2" / 12"7 1/2" / 1

2"

1' - 6" 1' - 6" 1' - 6"

1' - 0"

3" / 12"

1' - 6" 1' - 6"

1' - 6"

3" / 12"

OVER-FRAMED ROOFOVER-FRAMED ROOFOVER-FRAMED ROOF

T.O. R

OOF

30' - 0

3/4"

AE

ELEC

D

6" / 12"

6" / 12"

6" / 12"

6" / 12"

3" / 12"

1' - 6"1' - 6"

1' - 6" 1' - 6"

3" / 12"

1' - 0"1' - 0"

1' - 6"

MAIN LEVEL100' - 0"

T.O. WALL108' - 1 1/8"

T.O. UPPER WALL117' - 2 7/8"

5 76

2.0 UPPER LEVEL109' - 1 3/4"

8' - 1 1

/8"1' -

0 5/8"

8' - 1 1

/8"

431 2

3" / 12" 3" / 12"

1' - 6"1' - 6"

1' - 0" 1' - 6"

SEE 1/A3.1 FOR TYPICAL NOTES

A EC D

ELEC

DRAWING NUMBER:

PHASE:

DATE:

DRAWING TITLE:

PROJECT NUMBER:


REVISIONS:

0"1"

2"4/

2/20

18 1

2:12

:43

PM

A3.1

ELEVATIONS

18-10


APRIL 2, 2018

MG CCR

PERMIT

HENSONSUBDIVISION


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

1/8" = 1'-0"EAST4 1/8" = 1'-0"

NORTH21/8" = 1'-0"WEST3

FRONT VIEW 25FRONT VIEW6REAR VIEW7














MAIN LEVEL100' - 0"

T.O. WALL108' - 1 1/8"

T.O. UPPER WALL117' - 2 7/8"

T.O. FOOTING94' - 11 7/8"

2.0 UPPER LEVEL109' - 1 3/4"

3 12

3' - 10

"

TRUSS @ 24" o.c. PER MANF.

16" INSULATION

2% GRADE DRAINAGE FOR FIRST 10 '

6"

OVER-FRAMING

11-7/8" TJI 210 I-JOISTS @ 16" o.c.- TYP

RFPI 70 11 7/8" JOISTS @ 12" O.C.

3" / 12"

1' - 0"

1' - 6"

2' - 0"

MAIN LEVEL100' - 0"

T.O. WALL108' - 1 1/8"

T.O. UPPER WALL117' - 2 7/8"

T.O. FOOTING94' - 11 7/8"

AE

2.0 UPPER LEVEL109' - 1 3/4"

C BD

5 1/8" X 12" GLB

3' - 10

"

6"

HEEL

1' - 6"

6" / 12"6" / 12"

6" / 12"

6" / 12"

1' - 6"

1' - 6"

3" / 12"

2% GRADE DRAINAGE FOR FIRST 10 '2% GRADE DRAINAGE FOR FIRST 10 '

16" INSULATION

1' - 6"

COORDINATE WITH GARAGE TRACK

RFPI 70 11 7/8" JOISTS @ 12" O.C.

DRAWING NUMBER:

PHASE:

DATE:

DRAWING TITLE:

PROJECT NUMBER:


REVISIONS:

0"1"

2"4/

2/20

18 1

2:12

:45

PM

A4.1

BUILDINGSECTIONS

18-10


APRIL 2, 2018

MG CCR

PERMIT

HENSONSUBDIVISION


1/4" = 1'-0"SECTION 121/4" = 1'-0"1 SECTION 2


REFER TO PLAN1' - 4" MIN.

(2) 2x12 HEADER (MIN)

MIN. DOUBLE 2X4 FRAMING w/ MIN. 1/2" THICK WOOD STRUCTURAL PANEL SHEATHING WITH 8D COMMON OR GALVANIZED BOX NAILS @ 3" O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP.

HEADER TO JACK STUD STRAP PER TABLE R602.10.6.4 ON BOTH SIDES OF OPENING OPPOSITIE SIDE OF SHEATHING

STHD14 HOLD-DOWNS (EMBEDDED INTO CONCRETE AND NAILED INTO FRAMING w/ 4200 LB MIN. CAPACITY)

MIN. (1) 5/8" DIAMETER ANCHOR BOLT INSTALLED PER R403.1.6 - w/ 2"x2"x3/16" PLATE WASHER

HEIGH

T

PONY

WALL

12' TO

TAL M

AX W

ALL H

EIGHT

FASTEN SHEATHING TO HEADER w/ 8D COMMON OR GALVANIZED BOX NAILS IN 3" GRID PATTERN- SHEATHING TO BE CONTINUOUS FROM BLOCKING TO TOP EDGE OF HEADER (or PONY WALL)

8' - 0"

4' - 0"

DOUBLE 2x BLOCKING FOR SHEATHING PANEL EDGES

SIDING (SEE EXTERIOR ELEVATION) onAIR INFILTRATION BARRIER on1/2" OSB SHEATHING (SEE SHEAR WALL SCHEDULE) on2x6 WOOD STUDS @ 16" o.c. w/R-21 INSULATION

1/2" GYP BD overVAPOR BARRIER

1/2" dia. ANCHOR BOLT w/ 3x3x1/4 PLATE WASHER @ 48" o.c.- TYP (BOLTS TO BE LOCATED NOT MORE THAN 12" OR LESS THAN 7 BOLT DIAMETERS FROM PLATE SECTIONS)- EMBED 7" MIN

BITUMINOUS DAMPPROOFING TO GRADE

18"x8" CONC. FOOTING w/ (2) #4 CONT.-TYP, VERIFY WITH GEOTECHNICAL REPORT

8" CONC. WALL w/ #4 HORIZ. & VERT. @ 18" o.c.- TYP

FASTEN SHEATHING TO SILL PLATE w/ 10d's @ 6" o.c.- TYP

2X6 P.T. SILL PLATE W/ SILL SEAL

COMPACTED STRUCTURAL FILL UNDER FOOTINGS PER GEOTECHNICAL RECOMMENDATIONS & REQUIREMENTS

6" MIN

.

SEE S

ECTIO

NS

4" CONC. SLAB w/ 6x6 10/10 WWM- SLOPE TO DOORS

4" WASHED GRAVEL

124

2X6 PRESSURE BLOCKING, TYP.

SECURELY SCREW PRESSURE BLOCKING INTO SOLID WOOD BLOCKING, TYP.

SIMPSON A35

MONO TRUSSES @ 24" O.C.2' - 0"

EXTEND METAL FLASHING 8" ABOVE CONC PATIO

7"1"

EXTEND METAL FLASHING 8" BELOW CONC WALL

8"

9"

P.T. 2X4 PLATES

CONCRETE FOOTING PER PLAN

CONCRETE FOUNDATION WALL PER PLAN

5/8" GWB TYPE X, TYP.

R-21 FRICTION-FIT FIBERGLASS BATT IN BOTH STUD CAVITIES, TYP.

R-21 FIBERGLASS BATT AT RIM JOISTS, TYPICAL

APPROVED FIRE BLOCKING IN 3/4" AIR SPACE @ 10'-0" O.C. VERTICALLY & HORIZONTALLY, TYPICAL

2 X 4 STUDS @ 16" O.C.9"

DROP TRUSSES FOR 5/8" FOR GWB

4' - 0" 4' - 0"

CONT. 2X4 SLEEPER, TYP.

5/8" GWB TYPE X , or FIRE RATED SHEATING 4'-0" EA. SIDE OF COMMON WALL TYPICAL

NO ROOF PENETRATIONS ALLOWED 4'-0" EA. SIDE OF COMMON WALL

5/8" GWB TYPE X EACH SIDE OF TRUSSES, EXTEND TO ROOF DECK

NOTES:1. ELECTRICAL INSTALLATIONS SHALL BE

INSTALLED IN ACCORDANCE WITH IRC CHAPTERS 34 THROUGH 43. PENETRATIONS OF ELECTRICAL OUTLET BOXES SHALL BE IN ACCORDANCE WITH SECTION R302.4.

2. SUBSTITUTE EXTERIOR GYPSUM WALL BOARD & EXTERIOR WALL LOCATIONS

HOLD EDGES OF GWB 1/4" FROM PERPENDICULAR SURFACES AND INSTALL ACOUSTIC SEALANT IN GAP, TYPICAL

CONTINUOUS RIM BOARDS, TYPICAL

2X6 NAILERS

NOTCH BLOCKING or PROVIDE HOLES FOR ATTIC VENTILATION

• 30 YR. ASPHALT SHINGLES over • SYNTHETIC ROOFING UNDERLAYMENT over• 5/8" OSB over • ENGINEERED WOOD TRUSSES w/ 12" ENERGY HEEL @ 24" o.c. w/ R-49 INSULATION• PROVIDE ICE & WATER SHIELD 2 FEET FROM THE INSIDE OF THE EXTERIOR WALL

AT ALL EAVES & 18" EACH SIDE OF EACH VALLEY

PAINTED 1X6 COMPOSITE, TYP.

FIBER CEMENT SIDING (SEE EXT. ELEVATIONS) onAIR INFILTRATION BARRIER on1/2" OSB SHEATHING (SEE SHEAR WALL SCHEDULE) on2x6 WOOD STUDS @ 16" o.c. w/R-21 INSULATION

VINYL WINDOW- TYP



PAINTED COMPOSITE TRIM- TYP

1/2" dia. ANCHOR BOLT w/ 3x3x1/4 PLATE WASHER @ 48" o.c.- TYP (BOLTS TO BE LOCATED NOT MORE THAN 12" OR LESS THAN 7 BOLT DIAMETERS FROM PLATE SECTIONS)- EMBED 7" MIN

3/4" PLYWOOD SUBFLOOR GLUED & SCREWED TO 11-7/8" I-JOISTS @ 16" o.c.-TYP

BITUMINOUS DAMPPROOFING TO GRADE

16"x8" CONC. FOOTING w/ (2) #4 CONT.-TYP, VERIFY WITH GEOTECHNICAL REPORT

R-13 MIN. INSULATION w/ CONT. VAPOR BARRIER

8" CONC. WALL w/ #4 HORIZ. & VERT. @ 18" o.c.- TYP

SEISMIC CLIP (SIMPSON H1, H2.5A, or SIM) AT EA TRUSS-TYP (2) 2X10- TYP- U.N.O.

FASTEN SHEATHING TO SILL PLATE w/ 10d's @ 6" o.c.- TYP

6" MIN

4' - 0"

2X6 P.T. SILL PLATE W/ SILL SEAL

2X BLOCKING EA. TRUSS BAY

BAFFLE TO MAINTAIN 1" MIN. CLEAR VENT @ UNDERSIDE OF SHEATHING

PRE-FINISHED VENTED METAL SOFFIT (VENTILATING OPENINGS SHALL BE CORROSION-RESISTANT, WITH 1/8 INCH MINIMUM TO ¼ INCH MAXIMUM OPENINGS PER IRC R806.1)

PRE-FINISHED METAL DRIP

COMPACTED STRUCTURAL FILL UNDER FOOTINGS PER GEOTECHNICAL RECOMMENDATIONS & REQUIREMENTS

VAPOR BARRIER, OVERLAP JOINTS 6" MIN. & SEAL, EXTEND UP WALL 6" AND ATTACH TO WALL

5/8" GYP BD

PAINTED COMPOSITE TRIM- TYP

(2) 2X10- TYP- U.N.O.

3/4" PLYWOOD SUBFLOOR GLUED & SCREWED TO 11-7/8" I-JOISTS @ 16" o.c.-TYPSPRAY FOAM URETHANE INSULATION AT RIM JOISTS, TYPICAL ALL FLOORS, 3 1/4" MAX. THICKNESS

VINYL WINDOW- TYP

TYPIC

AL 2N

D FLO

OR6' -

11 3/8

" T.O.

R.O.8' - 1 1

/8"9' -

1 1/8"

11 7/8" RIM BOARD

CONTINUOUS FLASHING OVER HORIZONTAL TRIM, TYP.

SPRAY FOAM URETHANE INSULATION AT RIM JOISTS, TYPICAL ALL FLOORS, 3 1/4" MAX. THICKNESS11 7/8" RIM BOARD

SEE DETAIL THIS SHEET FOR AREAS REQUIRING RATED SOFFITS

DRAWING NUMBER:

PHASE:

DATE:

DRAWING TITLE:

PROJECT NUMBER:


REVISIONS:

0"1"

2"4/

2/20

18 1

2:12

:47

PM

A5.1

DETAILS

18-10


APRIL 2, 2018

CCR --

PERMIT

HENSONSUBDIVISION


3/4" = 1'-0"PORTAL FRAME13/4" = 1'-0"

WALL SECTION - GARAGE3

3/4" = 1'-0"2 AWNING DETAIL

3/4" = 1'-0"WALL SECTION - FLASHING @ CONC PORCH4

3/4" = 1'-0"6TOWNHOUSE - 1HR 2 x 4 COMMONWALL 2 STORY

3/4" = 1'-0"5 WALL SECTION - 2-STORY


DRAWING NUMBER:

PHASE:

DATE:

DRAWING TITLE:

PROJECT NUMBER:


REVISIONS:

0"1"

2"4/

2/20

18 1

2:12

:48

PM

A5.2

SCHEDULES

18-10


APRIL 2, 2018

CCR --

PERMIT

HENSONSUBDIVISION


Window ScheduleMark Type Head Height Sill Height Width Height Comments

A1 24" X 72" 6' - 10" 0' - 10" 2' - 0" 6' - 0"A2 24" X 72" 6' - 10" 0' - 10" 2' - 0" 6' - 0"A3 24" X 72" 6' - 10" 0' - 10" 2' - 0" 6' - 0"A4 36" X 24" 6' - 10" 4' - 10" 3' - 0" 2' - 0"A5 72" X 48" 6' - 10" 2' - 10" 6' - 0" 4' - 0"A6 36" X 72" 6' - 10" 0' - 10" 3' - 0" 6' - 0"A7 36" X 72" 6' - 10" 0' - 10" 3' - 0" 6' - 0"A8 36" X 72" 6' - 10" 0' - 10" 3' - 0" 6' - 0"A9 36" X 72" 6' - 10" 0' - 10" 3' - 0" 6' - 0"A10 36" X 72" 6' - 10" 0' - 10" 3' - 0" 6' - 0"A11 36" X 72" 6' - 10" 0' - 10" 3' - 0" 6' - 0"A12 36" X 72" 6' - 10" 0' - 10" 3' - 0" 6' - 0"A13 36" X 72" 6' - 10" 0' - 10" 3' - 0" 6' - 0"A14 24" X 24" 6' - 10" 4' - 10" 2' - 0" 2' - 0"B1 24" X 24" 6' - 10" 4' - 10" 2' - 0" 2' - 0"B2 24" X 24" 6' - 10" 4' - 10" 2' - 0" 2' - 0"B3 72" X 48" 6' - 10" 2' - 10" 6' - 0" 4' - 0"B4 24" X 24" 6' - 10" 4' - 10" 2' - 0" 2' - 0"B5 24" X 24" 6' - 10" 4' - 10" 2' - 0" 2' - 0"B6 24" X 24" 6' - 10" 4' - 10" 2' - 0" 2' - 0"B7 72" X 48" 6' - 10" 2' - 10" 6' - 0" 4' - 0"B8 24" X 24" 6' - 10" 4' - 10" 2' - 0" 2' - 0"B9 24" X 24" 6' - 10" 4' - 10" 2' - 0" 2' - 0"B10 24" X 24" 6' - 10" 4' - 10" 2' - 0" 2' - 0"B11 72" X 48" 6' - 10" 2' - 10" 6' - 0" 4' - 0"B12 24" X 24" 6' - 10" 4' - 10" 2' - 0" 2' - 0"B13 24" X 24" 6' - 10" 4' - 10" 2' - 0" 2' - 0"B14 72" X 48" 6' - 8" 2' - 8" 6' - 0" 4' - 0"B15 54" X 54" 6' - 10" 2' - 4" 4' - 6" 4' - 6"B16 54" X 54" 6' - 10" 2' - 4" 4' - 6" 4' - 6"B17 54" X 54" 6' - 10" 2' - 4" 4' - 6" 4' - 6"B18 54" X 54" 6' - 10" 2' - 4" 4' - 6" 4' - 6"B19 54" X 54" 6' - 10" 2' - 4" 4' - 6" 4' - 6"B20 54" X 54" 6' - 10" 2' - 4" 4' - 6" 4' - 6"B21 54" X 54" 6' - 10" 2' - 4" 4' - 6" 4' - 6"B22 72" X 24" 6' - 10" 4' - 10" 6' - 0" 2' - 0"B23 24" X 24" 6' - 10" 4' - 10" 2' - 0" 2' - 0"

Room ScheduleNumber Name Level Floor Finish Base Finish Wall Finish Ceiling Finish Notes

101 ENTRY 1A MAIN LEVEL102 PWDR 1A MAIN LEVEL103 LIVING 1A MAIN LEVEL104 DINING 1A MAIN LEVEL105 KITCHEN 1A MAIN LEVEL106 GARAGE 1A MAIN LEVEL107 ENTRY 1B MAIN LEVEL108 PWDR 1B MAIN LEVEL109 LIVING 1-B MAIN LEVEL110 DINING 1B MAIN LEVEL111 KITCHEN 1B MAIN LEVEL112 GARAGE 1B MAIN LEVEL113 ENTRY 1C MAIN LEVEL PLANK LAMINATE PAINTED COMPOSITE GWB, PAINT GWB, PAINT114 PWDR 1C MAIN LEVEL115 LIVING 1C MAIN LEVEL PLANK LAMINATE PAINTED COMPOSITE GWB, PAINT GWB, PAINT116 DINING 1C MAIN LEVEL PLANK LAMINATE PAINTED COMPOSITE GWB, PAINT GWB, PAINT117 KITCHEN 1C MAIN LEVEL PLANK LAMINATE PAINTED COMPOSITE GWB, PAINT GWB, PAINT118 GARAGE 1C MAIN LEVEL201 MASTER BEDROOM 1A 2.0 UPPER LEVEL202 LAUNDRY 1A 2.0 UPPER LEVEL203 MA BA 1A 2.0 UPPER LEVEL204 WIC 1A 2.0 UPPER LEVEL205 BATH 2 - 1A 2.0 UPPER LEVEL206 BD 2 - 1A 2.0 UPPER LEVEL207 BD 1 -1A 2.0 UPPER LEVEL208 MASTER BEDROOM 1B 2.0 UPPER LEVEL209 LAUNDRY 1B 2.0 UPPER LEVEL211 WIC 1B 2.0 UPPER LEVEL212 BATH 2 - 1B 2.0 UPPER LEVEL213 BD 2 -1B 2.0 UPPER LEVEL214 BD 1 - 1B 2.0 UPPER LEVEL215 MASTER BEDROOM 1C 2.0 UPPER LEVEL216 LAUNDRY 1C 2.0 UPPER LEVEL SHEET VYNAL TILE GWB, PAINT GWB, PAINT217 MA BA 1C 2.0 UPPER LEVEL218 WIC 1C 2.0 UPPER LEVEL219 BATH 2 - 1C 2.0 UPPER LEVEL SHEET VINYL220 BD 2 - 1C 2.0 UPPER LEVEL CARPET PAINTED COMPOSITE GWB, PAINT GWB, PAINT221 BD 1 - 1C 2.0 UPPER LEVEL CARPET PAINTED COMPOSITE GWB, PAINT GWB, PAINT

Door ScheduleMark Unit Size Handing Int / Ext Width Height Type Manufacturer Hardware Type Comments

101 36" x 80" 3' - 0" 6' - 8" EXTERIOR102 16-0 X 8-0 16' - 0" 8' - 0" OVERHEAD DOOR103 36" x 80" 3' - 0" 6' - 8" EXTERIOR104 16-0 X 8-0 16' - 0" 8' - 0" OVERHEAD DOOR105 36" x 80" 3' - 0" 6' - 8" EXTERIOR106 16-0 X 8-0 16' - 0" 8' - 0" OVERHEAD DOOR107 72" x 80" 6' - 0" 6' - 8" SLIDER108 72" x 80" 6' - 0" 6' - 8" SLIDER109 72" x 80" 6' - 0" 6' - 8" SLIDER110 36" x 80" 3' - 0" 6' - 8"111 32" X 80" 2' - 8" 6' - 8"112 28" x 80" 2' - 4" 6' - 8"113 24" x 80" 2' - 0" 6' - 8"114 36" x 80" 3' - 0" 6' - 8"115 32" X 80" 2' - 8" 6' - 8"116 28" x 80" 2' - 4" 6' - 8"117 24" x 80" 2' - 0" 6' - 8"118 36" x 80" 3' - 0" 6' - 8"119 32" X 80" 2' - 8" 6' - 8"120 28" x 80" 2' - 4" 6' - 8"121 24" x 80" 2' - 0" 6' - 8"201 32" X 80" 2' - 8" 6' - 8"202 30" x 80" 2' - 6" 6' - 8"203 48" x 80" 4' - 0" 6' - 8" BIFOLD204 30" x 80" 2' - 6" 6' - 8"205 60" x 80" 5' - 0" 6' - 8" BIFOLD206 28" x 80" 2' - 4" 6' - 8"207 30" x 80" 2' - 6" 6' - 8"211 32" X 80" 2' - 8" 6' - 8"212 30" x 80" 2' - 6" 6' - 8"213 48" x 80" 4' - 0" 6' - 8" BIFOLD215 30" x 80" 2' - 6" 6' - 8"216 60" x 80" 5' - 0" 6' - 8" BIFOLD217 28" x 80" 2' - 4" 6' - 8"218 30" x 80" 2' - 6" 6' - 8"222 32" X 80" 2' - 8" 6' - 8"223 30" x 80" 2' - 6" 6' - 8"224 48" x 80" 4' - 0" 6' - 8" BIFOLD225 30" x 80" 2' - 6" 6' - 8"226 60" x 80" 5' - 0" 6' - 8" BIFOLD227 28" x 80" 2' - 4" 6' - 8"228 30" x 80" 2' - 6" 6' - 8"232 28" x 80" 2' - 4" 6' - 8"233 28" x 80" 2' - 4" 6' - 8"234 28" x 80" 2' - 4" 6' - 8"235 28" x 80" 2' - 4" 6' - 8"236 28" x 80" 2' - 4" 6' - 8"237 28" x 80" 2' - 4" 6' - 8"


WH

UP

REF.

WH

REF.

WH

REF.

DW DW DW

ELECTRICAL LEGEND

1. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED ELECTRICIAN AND SHALL CONFORM WITH CURRENT CODES.

2. VERIFY ALL SWITCH, SWITCH TYPES, AND FIXTURES WITH OWNER PRIOR TO INSTALLATION

3. COORDINATE OWNER SUPPLIED APPLIANCES.4. COORDINATE DATA AND CABLE LOCATIONS WITH OWNER5. PROVIDE 30" x 36" CLEAR WORK AREA AT ELECTRICAL PANEL

LIGHT FIXTURE - CHANDILIER

RECESSED CAN LIGHT

SURFACE MOUNTED LIGHT

WALL MOUNTED LIGHT

PENDANT LIGHT

EXHAUST FAN or FAN/LIGHT COMBINATION

CEILING FAN

SD SMOKE DETECTOR

WALL SWITCH

DUPLEX OUTLET

CEILING FAN/ LIGHT COMBINATION

WALL SWITCH 3-WAY3

WALL SWITCH 4-WAY4

DUPLEX OUTLET - GROUND FAULT INTERRUPTERGFI

DUPLEX OUTLET - WEATHERPROOFWP

FLUORESCENT LIGHT

WALL SWITCH w/ DIMMERD

A A

E E

5

5

7

7

6

6

UFER

GROU

ND

DATA

/ PHO

NE / T

V

C C

B B

D D

SD

ELECT SERVICE (200A) w/ 30x36

CLEAR WORK AREA

DATA

/ PHO

NE / T

V

EXT

CO

4

4

3

3

1

1

2

2

DATA

/ PHO

NE / T

V

GFI, 42" GFI, 42"

GFI, 4

2"GF

I, 42"

GFI, 4

2"

220

GFI, 4

2"

33D

D

3

EXT EXTEXT

3

SD


CLEAR WORK AREA

EXT

CO

GFI, 42" GFI, 42"

GFI, 4

2"GF

I, 42"

GFI, 4

2"

220

GFI, 4

2"

33D

D

3

3

SD


CLEAR WORK AREA

EXT

CO

GFI, 42" GFI, 42"

GFI, 4

2"GF

I, 42"

GFI, 4

2"

220

GFI, 4

2"

33D

D

3

3

UFER

GROU

ND

3 3 3

ELECTRICAL NOTESA. ALL OUTLETS INSTALLED IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATIONS ROOMS, CLOSETS, HALLWAYS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A COMBINATION TYPE ARC-FAULT CIRCUIT INTERRUPTER INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT.

B. IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUN ROOM, BEDROOM, RECREATION ROOM, OR SIMILAR ROOM OR AREA OF DWELLING UNITS, RECEPTACLE OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH THESE PROVISIONS:

C. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED ELECTRICIAN AND SHALL CONFORM WITH CURRENT CODES.

D. VERIFY ALL SWITCH, SWITCH TYPES, AND FIXTURES WITH OWNER PRIOR TO INSTALLATION

E. COORDINATE OWNER SUPPLIED APPLIANCES.

F. COORDINATE DATA AND CABLE LOCATIONS WITH OWNER

G. PROVIDE 30" x 36" CLEAR WORK AREA AT ELECTRICAL PANEL

1. RECEPTACLES SHALL BE INSTALLED SO THAT NO POINT MEASURED HORIZONTALLY ALONG THE FLOOR LINE OF ANY WALL SPACE IS MORE THAN 6 FEET, FROM A RECEPTACLE OUTLET.

2. A RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH WALL COUNTERTOP SPACE 12 INCHES OR WIDER. RECEPTACLE OUTLETS SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24 INCHES, MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET IN THAT SPACE.

3. AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH ISLAND COUNTERTOP SPACE WITH A LONG DIMENSION OF 24 INCHES OR GREATER AND A SHORT DIMENSION OF 12 INCHES OR GREATER.

4. AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH PENINSULAR COUNTERTOP SPACE WITH A LONG DIMENSION OF 24 INCHES OR GREATER AND A SHORT DIMENSION OF 12 INCHES OR GREATER. A PENINSULAR COUNTERTOP IS MEASURED FROM THE CONNECTING EDGE.

5. AT LEAST ONE RECEPTACLE OUTLET THAT IS ACCESSIBLE WHILE STANDING AT GRADE LEVEL AND LOCATED NOT MORE THAN 6 FEET, 6 INCHES ABOVE GRADE, SHALL BE INSTALLED OUTDOORS AT THE FRONT AND BACK OF EACH DWELLING UNIT HAVING DIRECT ACCESS TO GRADE. BALCONIES, DECKS, AND PORCHES THAT ARE ACCESSIBLE FROM INSIDE OF THE DWELLING UNIT SHALL HAVE AT LEAST ONE RECEPTACLE OUTLET INSTALLED WITHIN THE PERIMETER OF THE BALCONY, DECK, OR PORCH. THE RECEPTACLE SHALL BE LOCATED NOT MORE THAN 6 FEET, 6 INCHES ABOVE THE BALCONY, DECK, OR PORCH SURFACE.

6. AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED TO SERVE LAUNDRY APPLIANCES.

7. AT LEAST ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH BASEMENT AND IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE OR ACCESSORY BUILDING THAT IS PROVIDED WITH ELECTRICAL POWER. WHERE A PORTION OF THE BASEMENT IS FINISHED INTO ONE OR MORE HABITABLE ROOM(S), EACH SEPARATE UNFINISHED PORTION SHALL HAVE A RECEPTACLE OUTLET INSTALLED IN ACCORDANCE WITH THIS SECTION.

8. HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST ONE RECEPTACLE OUTLET. THE HALL LENGTH SHALL BE CONSIDERED THE LENGTH MEASURED ALONG THE CENTERLINE OF THE HALL WITHOUT PASSING THROUGH A DOORWAY.

9. FOYERS THAT ARE NOT PART OF A HALLWAY AND THAT HAVE AN AREA THAT IS GREATER THAN 60 FT2 SHALL HAVE A RECEPTACLE(S) LOCATED IN EACH WALL SPACE THAT IS 3 FEET OR MORE IN WIDTH AND UNBROKEN BY DOORWAYS, FLOOR-TO-CEILING WINDOWS, AND SIMILAR OPENINGS.

DRAWING NUMBER:

PHASE:

DATE:

DRAWING TITLE:

PROJECT NUMBER:


REVISIONS:

0"1"

2"4/

2/20

18 1

2:12

:50

PM

E1.1

ELECTRICAL

18-10


APRIL 2, 2018

MG CCR

PERMIT

HENSONSUBDIVISION


1/4" = 1'-0"1 MAIN LEVEL


wd

wd

wd

A A

E E

5

5

7

7

6

6

C C

B B

D D

4

4

3

3

1

1

2

2

3

3D

GFI, 4

2"

D D

220

SDSD SD

SDCO

3

3D

GFI, 4

2"

D D

220

SDSD SD

SDCO

3

3D

GFI, 4

2"

D D

220

SDSD SD

SDCO

GFI, 42" GFI, 42"GFI, 42"

ELECTRICAL LEGEND

1. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED ELECTRICIAN AND SHALL CONFORM WITH CURRENT CODES.

2. VERIFY ALL SWITCH, SWITCH TYPES, AND FIXTURES WITH OWNER PRIOR TO INSTALLATION

3. COORDINATE OWNER SUPPLIED APPLIANCES.4. COORDINATE DATA AND CABLE LOCATIONS WITH OWNER5. PROVIDE 30" x 36" CLEAR WORK AREA AT ELECTRICAL PANEL

LIGHT FIXTURE - CHANDILIER

RECESSED CAN LIGHT

SURFACE MOUNTED LIGHT

WALL MOUNTED LIGHT

PENDANT LIGHT

EXHAUST FAN or FAN/LIGHT COMBINATION

CEILING FAN

SD SMOKE DETECTOR

WALL SWITCH

DUPLEX OUTLET

CEILING FAN/ LIGHT COMBINATION

WALL SWITCH 3-WAY3

WALL SWITCH 4-WAY4

DUPLEX OUTLET - GROUND FAULT INTERRUPTERGFI

DUPLEX OUTLET - WEATHERPROOFWP

FLUORESCENT LIGHT

WALL SWITCH w/ DIMMERD

ELECTRICAL NOTESA. ALL OUTLETS INSTALLED IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATIONS ROOMS, CLOSETS, HALLWAYS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A COMBINATION TYPE ARC-FAULT CIRCUIT INTERRUPTER INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT.

B. IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUN ROOM, BEDROOM, RECREATION ROOM, OR SIMILAR ROOM OR AREA OF DWELLING UNITS, RECEPTACLE OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH THESE PROVISIONS:

C. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED ELECTRICIAN AND SHALL CONFORM WITH CURRENT CODES.

D. VERIFY ALL SWITCH, SWITCH TYPES, AND FIXTURES WITH OWNER PRIOR TO INSTALLATION

E. COORDINATE OWNER SUPPLIED APPLIANCES.

F. COORDINATE DATA AND CABLE LOCATIONS WITH OWNER

G. PROVIDE 30" x 36" CLEAR WORK AREA AT ELECTRICAL PANEL

1. RECEPTACLES SHALL BE INSTALLED SO THAT NO POINT MEASURED HORIZONTALLY ALONG THE FLOOR LINE OF ANY WALL SPACE IS MORE THAN 6 FEET, FROM A RECEPTACLE OUTLET.

2. A RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH WALL COUNTERTOP SPACE 12 INCHES OR WIDER. RECEPTACLE OUTLETS SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24 INCHES, MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET IN THAT SPACE.

3. AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH ISLAND COUNTERTOP SPACE WITH A LONG DIMENSION OF 24 INCHES OR GREATER AND A SHORT DIMENSION OF 12 INCHES OR GREATER.

4. AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH PENINSULAR COUNTERTOP SPACE WITH A LONG DIMENSION OF 24 INCHES OR GREATER AND A SHORT DIMENSION OF 12 INCHES OR GREATER. A PENINSULAR COUNTERTOP IS MEASURED FROM THE CONNECTING EDGE.

5. AT LEAST ONE RECEPTACLE OUTLET THAT IS ACCESSIBLE WHILE STANDING AT GRADE LEVEL AND LOCATED NOT MORE THAN 6 FEET, 6 INCHES ABOVE GRADE, SHALL BE INSTALLED OUTDOORS AT THE FRONT AND BACK OF EACH DWELLING UNIT HAVING DIRECT ACCESS TO GRADE. BALCONIES, DECKS, AND PORCHES THAT ARE ACCESSIBLE FROM INSIDE OF THE DWELLING UNIT SHALL HAVE AT LEAST ONE RECEPTACLE OUTLET INSTALLED WITHIN THE PERIMETER OF THE BALCONY, DECK, OR PORCH. THE RECEPTACLE SHALL BE LOCATED NOT MORE THAN 6 FEET, 6 INCHES ABOVE THE BALCONY, DECK, OR PORCH SURFACE.

6. AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED TO SERVE LAUNDRY APPLIANCES.

7. AT LEAST ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH BASEMENT AND IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE OR ACCESSORY BUILDING THAT IS PROVIDED WITH ELECTRICAL POWER. WHERE A PORTION OF THE BASEMENT IS FINISHED INTO ONE OR MORE HABITABLE ROOM(S), EACH SEPARATE UNFINISHED PORTION SHALL HAVE A RECEPTACLE OUTLET INSTALLED IN ACCORDANCE WITH THIS SECTION.

8. HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST ONE RECEPTACLE OUTLET. THE HALL LENGTH SHALL BE CONSIDERED THE LENGTH MEASURED ALONG THE CENTERLINE OF THE HALL WITHOUT PASSING THROUGH A DOORWAY.

9. FOYERS THAT ARE NOT PART OF A HALLWAY AND THAT HAVE AN AREA THAT IS GREATER THAN 60 FT2 SHALL HAVE A RECEPTACLE(S) LOCATED IN EACH WALL SPACE THAT IS 3 FEET OR MORE IN WIDTH AND UNBROKEN BY DOORWAYS, FLOOR-TO-CEILING WINDOWS, AND SIMILAR OPENINGS.

DRAWING NUMBER:

PHASE:

DATE:

DRAWING TITLE:

PROJECT NUMBER:


REVISIONS:

0"1"

2"4/

2/20

18 1

2:12

:51

PM

E1.2

ELECTRICAL

18-10


APRIL 2, 2018

MG CCR

PERMIT

HENSONSUBDIVISION



1/4" = 1'-0"1 UPPER LEVEL

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