BUILDING 8S 88°58'53" E 102.38'
S 00°00'00" E 365.13'
N 00°00'00" E
S 89°01'30" W
215.01'
N 89°56'11" E 112.62'
370.49'
LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 24 LOT 25
COMMON LOT 23
COMMON LOT 9
27.00' 5.00' 20.68' 9.63'
NE 4TH STREET
E. BADLEY AVENUE
S 00°00'00" E 365.13'
57.76' 29.05'
104.00'
20.00' 84.00'
LOT 15
193.28'
3'-0" 3'-0"
40'-0"
12'-0"
12'-0"
A/C UNIT
GAS
A/C UNIT
GAS
POWER
METER
POWER
METER
A/C UNIT
BUILDING 8
GRASS
S H E A R W A L L S C H E D U L E
SW1 7/16" APA RATED w/ 8d @ 6" & 12" O.C.
CEILING FAN (WITH LIGHT AS INDICATED)
L E G E N D
T.K.
2-1/2x12 TOE KICK REGISTER
DUPLEX OUTLET
SWITCH 40" A.F.F. (UNLESS NOTED OTHERWISE)
220 VOLT OUTLET
4x10 FLOOR VENT
LIGHT FIXTURE
WALL SCONCE
RECESSED CAN LIGHT FIXTURE
FLOOR LIGHT/ STAIR LIGHT
SMOKE DETECTOR
EXHAUST FAN: 100 CFM INTERMITTENT - KITCHENS
CARBON MONOXIDE DETECTOR
NOTE: A MINIMUM OF 75 PERCENT OF PERMANENTLY INSTALLED
LAMPS IN LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS
50 CFM INTERMITTENT - BATHROOMS/UTIILTY
SAFETY GLAZING.
WITH FRAMER BEFORE CONSTRUCTION.
11. CONTRACTOR TO VERIFY WINDOW HEIGHTS
6. PROVIDE 1/2 " MOISTURE PROOF GYPSUM BOARD
OF 18" A.F.F.
4" CONC. SLAB
CONC. SHOP FLOOR
SLOPE
EXP. JOINTS AS REQ'D
SLOPE TO DRAIN
ON 4" COMPACTED
GRAVEL BASE
@ 1/4" PER FT.
BLOCK OUT FOR 16'-0" O.H. DOOR
SLOPE SLOPE
CONC. GARAGE FLOOR
EXP. JOINTS AS REQ'D
4" CONC. SLAB
SLOPE TO DRAIN
ON 4" COMPACTED
GRAVEL BASE
@ 1/4" PER FT.
BLOCK OUT FOR 20'-0" O.H. DOOR
CONCRETE PAD
WITH MANUFACTURER
HOUSE EXEPT THE BACK OF HOUSE AND GARAGE.
8"X16" CONC. FOOTING
6"X28" CONC. FOUNDATION WALL W/
1. ASSUME MIN. SOIL BEARING VALUE OF 1500 PSI-
HOLD DOWNS
1
L E G E N D
7. VERIFY FLOOR TRUSSES AND MICROLAMS
4. ALL WOOD WITH-IN 1" OF CONC. OR 6" OF EXPOSED
F O U N D A T I O N N O T E S:
EARTH TO BE APPROVED TREATED WD OR HRT.
REDWD AS REQ'D.
5. SLAB ON GRADE.
2. ALL FND. WALLS & FTG'S TO BE CONT. CONC. AS
VERIFIES AS REQ'D. PRIOR TO CONSTRUCTION.
SPEC -WALLS TO BE 6"X28" ON 16"X8" FTG'S OR
FND. DESIGN & CONSTRUCTION. - CONTRACTOR
10 1/2" x 28" ON 24"x8" AS NOTED ON PLAN & DETAILS.
TREATED GREEN BOARD SILL PL'S W/ 10" J BOLTS
3. FND. WALLS TO BE CAPPED WITH 2X6 PRESSURE
APPROVED SILL SEALER AS REQ'D
72" O.C. & MAX 12" OF ALL JOINTS-SET ON
6. FOUNDATION DRAINS AROUND ALL SIDES OF THE
SANDY LOAM & CLAY OTHER CONDITIONS MAY
REQUIRE SPECIAL PROVISIONS.
12" SONOTUBE
4" CONC. SLAB
ON 4" COMPACTED
GRAVEL BASE
HTT4 (SEE CHART - SHEET A5.0)
1
8"X24" CONC. FOOTING
10-1/2"X28" CONC. FOUNDATION WALL W/
SLOPE
4" CONC. SLAB
CONC. GARAGE FLOOR
EXP. JOINTS AS REQ'D
SLOPE TO DRAIN
ON 4" COMPACTED
GRAVEL BASE
4'-0"
1'-6" 2'-6" 2'-0"
1050 FX
20'-0"
2'-0" 16'-0" 2'-0"
5'-4" 3'-11"
DW
DINING
9'-0" CEILING
10'-0" x 11'-10"
VINYL
2X6 WALL
3'-0"
2650 SH
5'-6" 6'-6" 7'-6"
9'-0" CEILING
W/H FURN
UP
5-0 SLIDER
COAT
16 RISERS
10" TREADS
KITCHEN
HRDWD
9'-0" CEILING
ENTRY VINYL
BATH
VINYL
9'-0" CEILING
LIVING ROOM 15'-0" x 11'-10"
25'-6" x 14'-10"
CARPET
3030 SL
2-4
3-0
2-8
9' CLG / VINYL
UTILITY
2-4
2-6
SW1
SW1 SW1
SW1
PANTRY
20'-0"
2-0
UP
72'-0"
51'-6"
3050 SH 3050 SH
VINYL
BATH
2-4
3-0
2040 FX 2040 FX 2040 FX
8'-9" 4'-0" 4'-0" 8'-9"
20'-0"
2'-0"
25'-6"
4'-0" 8'-4"
5'-9" 5'-3"
CARPET
14'-6" x 10'-6"
8'-0" CEILING
7'-6" 5'-0"
MSTR BDRM
3010 FX
4040 SL
20'-0"
7'-6"
3'-3" 2'-9"
4'-101
2"
4'-9"
2030 SH
BATH
3'-61
2"
1'-8" 10'-2"
2040 SH
5'-10" 6'-4"
6'-01
2"
2'-4" 5'-8
1
2"
BDRM #3
11'-5" x 11'-4"
8'-0" CEILING
CARPET CARPET
4-0 BI-PASS
6'-21
2"
4040 SL
FURN
BATH
4010 FXD
4040 SL
4-0 BI-PASS
8'-0" CEILING
BDRM #2
5'-81
2"
11'-5" x 11'-4"
2-6
2-6
2-4
2-4
2-4
2-6
DN
ACCESS
ATTIC
DN
2-4
3010 FX
51'-6"
44'-0"
2-4
2020 FX 2020 FX
TO BE 4X8 FIR BEAM (EXCEPT AS SHOWN)
NOTE: ALL WINDOW AND DOOR HEADERS
MICRO LAM BEAM/HEADER
GIRDER TRUSS/TRUSSES
(2) 9 1/2" MLAM (DN)
11 7/8" TJI 110's OR EQUAL @ 16" O.C.
PRE-ENG MONO TRUSSES @ 24" O.C.
L E G E N D
OVER 7/8" OSB
IN-WALL BOX GIRDER TRUSS
IN-WALL BOX GIRDER TRUSS
IN-WALL BOX GIRDER TRUSS
11 7/8" TJI 110's OR EQUAL @ 16" O.C.
OVER 7/8" OSB
(2) 11 7/8" MLAM
(2) 11 7/8" MLAM
HIP GIRDER TRUSS
HIP GIRDER TRUSS
PRE-ENG ROOF TRUSSES @ 24" O.C.
HIP GIRDER TRUSS
DRAWN BY:
DATE:
PROJECT NO.
SHEET TITLE:
REV: DATE:
43 NORTH
SUBDIVISION
1911
NE 4TH & BADLEY
MERIDIAN ID
83642
CONSTRUCTION
DOCUMENTS
MEGAN
A3.0
APRIL 10, 2019
FRAMING & ROOF
PLAN
BUILDING 8
CHECKED BY: O'NEIL
PERMIT NO.
208.890.4342
tim@elkrunconstruction.com
0" 4'-0"
1 SECOND FLOOR FRAMING
1/4"=1'-0"
0" 4'-0"
2 ROOF PLAN
1/4"=1'-0"
STUCCO
SHINGLE
SIDING
ARCHITECTURAL
SHINGLES
30 YR.
12
5
DRAWN BY:
DATE:
PROJECT NO.
SHEET TITLE:
REV: DATE:
43 NORTH
SUBDIVISION
1911
NE 4TH & BADLEY
MERIDIAN ID
83642
CONSTRUCTION
DOCUMENTS
MEGAN
A4.0
APRIL 10, 2019
EXTERIOR
ELEVATIONS
BUILDING 8
CHECKED BY: O'NEIL
PERMIT NO.
208.890.4342
tim@elkrunconstruction.com
0" 4'-0"
1 SIDE ELEVATION
1/4"=1'-0"
0" 4'-0"
2 FRONT ELEVATION
1/4"=1'-0"
ARCHITECTURAL
SHINGLES
30 YR.
12
5
DRAWN BY:
DATE:
PROJECT NO.
SHEET TITLE:
REV: DATE:
43 NORTH
SUBDIVISION
1911
NE 4TH & BADLEY
MERIDIAN ID
83642
CONSTRUCTION
DOCUMENTS
MEGAN
A4.1
APRIL 10, 2019
EXTERIOR
ELEVATIONS
BUILDING 8
CHECKED BY: O'NEIL
PERMIT NO.
208.890.4342
tim@elkrunconstruction.com
0" 4'-0"
1 SIDE ELEVATION
1/4"=1'-0"
0" 4'-0"
2 REAR ELEVATION
1/4"=1'-0"
R-21 INSULATION
7/8" T&G FLOORING
ENGINEERED
FLOOR TRUSSES
8'-0"
R-30 INSULATION @ TRUSS
& RIM JOISTS END
2x6 PRESSURE
7
16" OSB SHEATHING
SIDING OVER
1
2" GYP. WALL BRD.
OVER 2x6 WALLS
@ 16" O.C.
R-38 INSULATION
PRE-ENG.
ROOF TRUSSES
@ 24" O.C.
16"x8" SOFFIT VENTS
@ 8' O.C.
30 YEAR SHINGLES
OVER 7/16" OSB
R-21 INSULATION
@ 2x6 WALLS
4" CONCRETE SLAB
#4 BAR RUN HORIZ.
(TYP. OF 2)
TOP FTG.
GRADE
BOT. FTG.
1X6 FASCIA OVER
2x4 SUB FASCIA
1'-4"
5" 6" 5"
8" 9'-0"
1'-4"
2'-4"
2'-0" MIN.
EXP. JOINT
#4 BAR @ 48" O.C. VERICAL
#4 BAR @ 24" O.C. HORIZ.
TREATED SILL PL.
4" COMPACTED GRAVEL
OVER 2" RIGID
INSULATION & 6 MIL
VAPOR BARRIER
DRAWN BY:
DATE:
PROJECT NO.
SHEET TITLE:
REV: DATE:
43 NORTH
SUBDIVISION
1911
NE 4TH & BADLEY
MERIDIAN ID
83642
CONSTRUCTION
DOCUMENTS
MEGAN
A5.0
APRIL 10, 2019
DETAILS
BUILDING 8
CHECKED BY: O'NEIL
PERMIT NO.
208.890.4342
tim@elkrunconstruction.com
1 TYPICAL WALL SECTION
3 R602.10.6.4 3/4"=1'-0"
4 R602.10.4 N.T.S.
N.T.S.
PRESERVATIVE-TREATED
BARRIER MAY BE REQ'D
3" MIN
8'-9" 8'-0" 8'-9"
25'-6"
3'-6"
3-0
8'-0" 11'-0" 25'-0"
11'-0" 3'-4" 2'-6"
13'-0"
3'-2"
STORAGE
UNFINISHED
1,122 S.F.
FUTURE
DOOR
SEE SHEET A0.0 FOR
GENERAL NOTES AND
LEGENDS
T
T
4040 SL 4040 SL
13'-0" 18'-0" 13'-0"
S.D. S.D.
S.D.
S.D.
F
F
S S
S S
S
S
S S
S
S S
DRAWN BY:
DATE:
PROJECT NO.
SHEET TITLE:
REV: DATE:
43 NORTH
SUBDIVISION
1911
NE 4TH & BADLEY
MERIDIAN ID
83642
CONSTRUCTION
DOCUMENTS
MEGAN
A2.1
APRIL 10, 2019
UPPER FLOOR PLAN
BUILDING 8
CHECKED BY: O'NEIL
PERMIT NO.
208.890.4342
tim@elkrunconstruction.com
0" 4'-0"
1 UPPER FLOOR PLAN
1/4"=1'-0"
0" 4'-0"
2 ELECTRICAL PLAN
1/4"=1'-0"
12'-10" 5'-4"
13'-0" 7'-6"
3050 SH 3050 SH 3050 SH
9'-3" 4'-0" 4'-0" 13'-9"
6'-3" 3'-7" 3'-10" 6'-11" 4'-0" 4'-5"
2'-4"
28'-0" 15'-0"
6'-0"
9'-5"
SW1
SW1
SW1
SW1
2 CAR GARAGE
CONCRETE
403 S.F.
16'X8' O.H. GARAGE DOOR
20 MIN
FIRE RATED
SELF CLOSING
SHOP AREA
CONCRETE
766 S.F.
2 CAR GARAGE
CONCRETE
677 S.F.
20'X8' O.H. GARAGE DOOR
SW1
SW1 SW1
59'-8"
SEE SHEET A0.0 FOR
GENERAL NOTES AND
LEGENDS
T
DOOR OPENER
VENTS IN
CEILING TYP
DOOR OPENER
S.D.
220V
F
F
S
S S
S S
S S
S S
S S
S S S S
S
S
S
S S
S S
F
T
DRAWN BY:
DATE:
PROJECT NO.
SHEET TITLE:
REV: DATE:
43 NORTH
SUBDIVISION
1911
NE 4TH & BADLEY
MERIDIAN ID
83642
CONSTRUCTION
DOCUMENTS
MEGAN
A2.0
APRIL 10, 2019
FLOOR PLAN
BUILDING 8
CHECKED BY: O'NEIL
PERMIT NO.
208.890.4342
tim@elkrunconstruction.com
0" 8'-0"
1 FLOOR PLAN
1/4"=1'-0"
0" 8'-0"
2 ELECTRICAL PLAN
1/4"=1'-0"
@ 1/4" PER FT.
1 1
6'-0" 20'-0" 25'-6"
1'-101
2"
20'-3"
1'-41
2"
3'-0"
1'-6"
1'-101
2"
16'-3" 1'-10
1
2"
7'-0" 29'-0"
51'-6"
59'-8" 12'-4"
6'-0" 6'-6" 7'-6"
12'-0" 5'-8"
4'-0" 5'-6"
5'-0" 13'-6"
1 1
3'-10"
4" CONC. SLAB
ON 4" COMPACTED
GRAVEL BASE
8'-0"
1'-0"
1'-0"
3'-10"
3'-0"
BLOCK OUT
FOR DOOR
DRAWN BY:
DATE:
PROJECT NO.
SHEET TITLE:
REV: DATE:
43 NORTH
SUBDIVISION
1911
NE 4TH & BADLEY
MERIDIAN ID
83642
CONSTRUCTION
DOCUMENTS
MEGAN
A1.0
APRIL 10, 2019
FOUNDATION PLAN
BUILDING 8
CHECKED BY: O'NEIL
PERMIT NO.
208.890.4342
tim@elkrunconstruction.com
0" 8'-0"
1 FOUNDATION PLAN
1/4"=1'-0"
EXHAUSTED TO THE OUTSIDE.
AROUND TUB AND SHOWER ENCLOSURES.
9. ALL EXTERIOR DOORS TO BE SOLID CORE WITH
8. ALL EXTERIOR WINDOWS TO BE DOUBLE GLAZED.
10. ALL SWITCHES, PILOTS, & BURNERS TO BE A MIN.
WEATHERSTRIPPING.
ARE TO BE VENTED WITH A 90 C.F.M. FAN
7. BATHROOMS, UTILITY ROOMS AND TOILET ROOMS
2. ALL ANGLES TO BE 45° UNLESS OTHERWISE NOTED.
4. ALL SHOWER OR TUB INCLOSURES ARE TO HAVE
5. USE 5/8" TYPE 'X' GWB - SEAMS FIRE TAPED -
@ HOUSE & GARAGE WALLS, AND GARAGE CLGS.
G E N E R A L N O T E S:
1. EXTERIOR WALLS TO BE 2X6 STUDS
3. ALL WINDOWS WITHIN 18" OF FLOOR OR
WITHIN 24" OF DOORS ARE TO BE TEMPERED. T
S.D.
C.O.
220V
S
F
DRAWN BY:
DATE:
PROJECT NO.
SHEET TITLE:
REV: DATE:
43 NORTH
SUBDIVISION
1911
NE 4TH & BADLEY
MERIDIAN ID
83642
CONSTRUCTION
DOCUMENTS
MEGAN
A0.0
APRIL 10, 2019
SITE PLAN
BUILDING 8
CHECKED BY: O'NEIL
PERMIT NO.
208.890.4342
tim@elkrunconstruction.com
0" 8'-0"
1 SITE PLAN
1/8"=1'-0"
SPECIFICATIONS AND ELEVATIONS PRIOR TO
PLAT MAP ON FILE W/ CITY / COUNTY AS REQ'D.
3. ALL UTILITES TO BE RUN UNDERGROUND.
1. ALL SETBACKS TO COMPLY W/ ALL CODES &
ZONING REQUIREMENTS & TO BE VERIFIED BY
5. CONTRACOTR SHALL VERIFY ALL DIMENSIONS,
4. ALL DETAILS SHALL BE VERIFIED W/ CURRENT
2. WATER & SEWER BY CITY OR LOCAL WATER COR'D.
BUILDING INSPECTOR PRIOR TO CONST. AS REQ'D.
CONSTRUCTION.
A R E A S
MAIN FLOOR PLAN 942 S.F.
DRIVEWAY 1,145 S.F.
UPPER FLOOR PLAN 888 S.F.
COVER SHEET & SITE PLAN
D R A W I N G L I S T
A0.0
N O T E S P R O P E R T Y A D D R E S S
NE 4TH STREET & EAST BADLEY AVENUE
MERIDIAN, ID
A5.0 DETAILS
HOUSE GARAGE CONCRETE 403 S.F.
SHOP & GARAGE CONCRETE 1,440 S.F.
EXTERIOR ELEVATIONS
UPPER FLOOR PLAN
A1.0 FOUNDATION PLAN
A2.1
A4.0
TOTAL HOUSE AREA 1,834 S.F.
CONCRETE SLABS:
0" 32'-0"
2 OVERALL SITE PLAN
1/32"=1'-0"
A2.0 MAIN FLOOR PLAN
A3.0 FRAMING & ROOF PLAN
A4.1 EXTERIOR ELEVATIONS
UPPER STORAGE AREA 1,122 S.F.