HomeMy WebLinkAboutBuilding 9_43NS 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'
29.05' 29.05'
84.00'
84.00'
104.00'
20.00'
29.05' 29.05'
LOT 16 LOT 17
3'-0" 3'-0" 3'-0" 3'-0" 3'-0"
20'-0"
20'-0"
40'-0"
12'-0"
12'-0"
A/C UNIT
GAS
A/C UNIT
GAS
A/C UNIT
GAS
A/C UNIT
GAS
POWER
METER
POWER
METER
POWER
METER
GRASS
BUILDING 9 BUILDING 9
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
9'-71
4"
52'-1"
52'-0"
4" CONC. SLAB
CONC. GARAGE FLOOR
SLOPE 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
3'-10" 16'-3" 1'-10
1
2"
SLOPE SLOPE
1'-101
2"
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 16'-0" O.H. DOOR
40'-1"
16'-3"
40'X20' CONCRETE DRIVEWAY
5'-6"
9'-71
4"
CONCRETE PAD
9'-0" 7'-0" 14'-4" 8'-0"
16'-0" 16'-0"
4'-0" 3'-0" 2'-10" 3'-10"
10
1
2"
9'-0" 7'-0" 4'-0" 3'-0" 2'-10" 3'-10" 14'-4" 8'-0"
6'-0" 6'-0"
52'-1"
CONCRETE PAD
13'-71
4"
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.
9'-6" 6'-6" 3'-3" 9'-9" 3'-0" 5'-9"
16'-0"
6"
6'-3"
28'-0"
52'-0"
4'-0"
20'-0"
20'-0"
4'-0"
CONCRETE / 442 SQ. FT.
2 CAR GARAGE
NEEDED
EXPANSION JOINTS AS
CONCRETE DRIVE
CONCRETE
STOOP
2'-0" 16'-0"
2'-0"
6'-0" 20'-0"
26'-0"
6"
1050 FX
1'-6" 2'-6" 2'-0" 2'-0" 2'-6" 1'-6"
1050 FX
26'-0"
20'-0" 6'-0"
2'-0" 16'-0" 2'-0"
STOOP
CONCRETE
CONCRETE DRIVE
EXPANSION JOINTS AS
NEEDED
2 CAR GARAGE
CONCRETE / 442 SQ. FT.
8'-10" x 13'-0"
9'-0" CEILING
LAMINATE
2650 SH
BATH
TILE
UTILITY
9' CLG / TILE
ENTRY
9'-0" CEILING
LAMINATE
KITCHEN
PANTRY
5-0 SLIDER
4030 SL
CONCRETE
PATIO
SELF CLOSING
FIRE RATED
20 MIN.
W/H FURN
5'-6" 6'-8" 7'-2
1
2"
2650 SH 2650 SH
23'-0"
8'-0" CEILING
BDRM #2
7'-10"
17'-0"
4'-6"
9'-8" x 10'-4"
4'-0"
4'-0"
9'-0" 7'-0"
6'-3"
CARPET
13'-8" x 11'-6"
8'-0" CEILING
8'-0"
5-0 BI-PASS
4'-6" 4'-0" 4'-0"
MSTR BDRM
(3) 2020 FXD
4040 SL
17'-0"
4'-6"
ACCESS
ATTIC
3'-3" 2'-9"
44'-0"
4'-101
2"
4'-9"
2040 SH
BATH
3'-61
2"
1'-8" 9'-2"
2040 SH
5'-4" 5'-10"
2'-8" 2'-4" 2'-4"
BDRM #3
9'-8" x 10'-4"
8'-0" CEILING
CARPET CARPET
4-0 BI-PASS
7'-10"
4040 SL
FURN
BATH
4010 FXD
4040 SL
4-0 BI-PASS
23'-0"
8'-0" CEILING
BDRM #2
7'-10"
9'-8" x 10'-4"
4'-0"
4'-0"
9'-0" 7'-0"
6'-3"
CARPET
13'-8" x 11'-6"
BEARING WALL
TO BE 4X8 FIR BEAM (EXCEPT AS SHOWN)
NOTE: ALL WINDOW AND DOOR HEADERS
MICRO LAM BEAM/HEADER
GIRDER TRUSS/TRUSSES
PRE-ENG MONO TRUSSES @ 24" O.C.
PRE-ENG MONO TRUSSES @ 24" O.C.
HIP GIRDER TRUSS
HIP GIRDER TRUSS
PRE-ENG GIRDER TRUSS (3 PT BRG)
PRE-ENG ROOF TRUSSES @ 24" O.C.
PRE-ENG GIRDER TRUSS (3 PT BRG)
HIP GIRDER TRUSS
HIP GIRDER TRUSS
L E G E N D
M.L. BM. (UP )
(2) 9-1/2"
M.L. BM. (UP)
(2) 9-1/2"
(2) 9 1/2" MLAM (DN)
M.L. BM. (DN )
(2) 9-1/2"
PRE-ENG GIRDER TRUSS (3 PT BRG)
IN-WALL BOX GIRDER TRUSS
GIRDER TRUSS
16" 16" 16"
11 7/8" TJI 110's OR EQUAL @ 16" O.C.
(2) 9 1/2" MLAM (DN)
(2) 9 1/2" MLAM (DN)
(2) 11 7/8" MLAM
PLUMBING
ABOVE (TYP)
OVER 7/8" OSB
DRAWN BY:
DATE:
PROJECT NO.
SHEET TITLE:
REV: DATE:
43 NORTH
SUBDIVISION
BUILDING 9
NE 4TH & BADLEY
MERIDIAN, ID
83642
CONSTRUCTION
DOCUMENTS
MEGAN
A3.0
APRIL 10, 2019
FRAMING PLAN
BUILDING 9
CHECKED BY: O'NEIL
0" 4'-0"
1 ROOF FRAMING PLAN
1/4"=1'-0"
PERMIT NO.
0" 4'-0"
2 UPPER FLOOR FRAMING PLAN (TYP)
1/4"=1'-0"
208.890.4342
STUCCO
ARCHITECTURAL
SHINGLES
30 YR.
12 12
FRAMING
OVER
"CRICKET"
30 YR.
SHINGLES
ARCHITECTURAL
12
FRAMING
OVER
"CRICKET"
ARCHITECTURAL
30 YR.
SHINGLES
5 5
5
9'-1" 8'-1"
23'-9"
WALL HEIGHT WALL HEIGHT
ARCHITECTURAL
30 YR.
SHINGLES
SIDING
SHINGLE
CULTURED STONE
DRAWN BY:
DATE:
PROJECT NO.
SHEET TITLE:
REV: DATE:
43 NORTH
SUBDIVISION
BUILDING 9
NE 4TH & BADLEY
MERIDIAN, ID
83642
CONSTRUCTION
DOCUMENTS
MEGAN
A4.0
APRIL 10, 2019
ELEVATIONS
BUILDING 9
CHECKED BY: O'NEIL
PERMIT NO.
0" 4'-0"
2 SIDE ELEVATION
1/4"=1'-0"
0" 4'-0"
1 FRONT ELEVATION
1/4"=1'-0"
208.890.4342
tim@elkrunconstruction.com
0" 4'-0"
4 SIDE ELEVATION
1/4"=1'-0"
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
4" COMPACTED GRAVEL
OVER 2" RIGID
INSULATION & 6 MIL
VAPOR BARRIER
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.
RAKED BALLOON
FRAMED WALL
OVER 8"X24" CONC. FOOTING
10 1/2"X28" CONC. FND. WALL
BALLOON FRAME OR
HINGED WALL TO ROOF
SHEATHING
1" DEAD AIRSPACE
(2) LAYERS 5/8" TYPE X GYP BRD
CONTINUOUS (NO PENETR.)
TO UNDERSIDE OF ROOF FIRE
PROTECTION EA. SIDE OF
STUD WALL (4 LAYERS TOTAL)
PRE-ENG. ROOF
TRUSSES @ 24" O.C.
VERTICAL FIRESTOP
PROTECT UNDERSIDE OF ROOF
SHEATHING 4' EACH SIDE OF
PROPERTY LINE W/ NO
PENETRATIONS IN THE 8' AREA
HORIZONTAL FIRE BLOCKING
EVERY 10'
101
2"
R-21 INSULATION IN WALLS TO
FIRESTOP, BLOWN IN
INSULATION
ABOVE IN CEILING
8" 2'-0"
2'-0"
#4 BAR RUN HORIZ.
(TYP. OF 2)
#4 BAR @ 48" O.C. VERICAL
#4 BAR @ 24" O.C. HORIZ.
4" CONCRETE SLAB OVER
4" COMPACTED GRAVEL
OVER 2" RIGID INSULATION
& 6 MIL VAPOR BARRIER
EXP. JOINT
DRAWN BY:
DATE:
PROJECT NO.
SHEET TITLE:
REV: DATE:
43 NORTH
SUBDIVISION
BUILDING 9
NE 4TH & BADLEY
MERIDIAN, ID
83642
CONSTRUCTION
DOCUMENTS
MEGAN
A5.0
APRIL 10, 2019
DETAILS
BUILDING 9
CHECKED BY: O'NEIL
PERMIT NO.
1 TYPICAL WALL SECTION
2 2 HR FIRE WALL SECTION 3/4"=1'-0"
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
208.890.4342
tim@elkrunconstruction.com
0" 4'-0"
3 REAR ELEVATION
1/4"=1'-0"
tim@elkrunconstruction.com
8'-0" CEILING
8'-0"
5-0 BI-PASS
4'-0" 4'-0" 4'-6"
MSTR BDRM
(3) 2020 FXD
4040 SL
2'-9" 3'-3"
4'-101
2"
4'-9"
2040 SH
BATH
3'-61
2"
9'-2"
2040 SH
5'-4" 5'-10"
2'-4" 2'-4" 2'-8"
BDRM #3
9'-8" x 10'-4"
8'-0" CEILING
CARPET CARPET
4-0 BI-PASS
7'-10"
4040 SL
FURN
BATH
4010 FXD
4040 SL
4-0 BI-PASS
2-6
2-6
2-6
2-4
2-4
2-4
2-4 2-6
2-6
1'-8"
DN DN
2-4
2-4
2-6
2'-4"
2'-6"
2'-6"
2'-6" 2'-4"
2'-6"
TILE
TILE
TILE
TILE
ACCESS
ATTIC
S.D.
S.D.
S.D.
S.D. S.D.
DRAWN BY:
DATE:
PROJECT NO.
SHEET TITLE:
REV: DATE:
43 NORTH
SUBDIVISION
BUILDING 9
NE 4TH & BADLEY
MERIDIAN, ID
83642
CONSTRUCTION
DOCUMENTS
MEGAN
A2.1
APRIL 10, 2019
UPPER FLOOR PLAN
BUILDING 9
CHECKED BY: O'NEIL
PERMIT NO.
0" 4'-0"
1 UPPER FLOOR PLAN
2 UPPER FLOOR ELECTRICAL PLAN (TYP) 1/4"=1'-0"
1/4"=1'-0"
208.890.4342
tim@elkrunconstruction.com
8'-0"
5'-4"
8'-0" 10'-0"
26'-0"
LAMINATE
10'-2" x 9'-0"
9'-0" CEILING
DINING
DW
5'-4" 13'-4" 13'-4" 5'-4"
DW
DINING
9'-0" CEILING
10'-2" x 9'-0"
LAMINATE
26'-0"
10'-0" 8'-0"
2X6 WALL
5'-4"
8'-0"
2650 SH 2650 SH
7'-21
2"
6'-8" 5'-6"
9'-0" CEILING
FURN W/H
UP
20 MIN.
FIRE RATED
SELF CLOSING
PATIO
CONCRETE
4030 SL
5-0 SLIDER
PANTRY
15 RISERS
10" TREADS
KITCHEN
LAMINATE
9'-0" CEILING
ENTRY
TILE
BATH
2650 SH
LAMINATE
9'-0" CEILING
8'-10" x 13'-0"
LIVING ROOM
15'-0" x 14'-0"
LAMINATE
3030 SL
4'-11"
4'-6"
3030 SL
4'-11"
4'-6"
LIVING ROOM
15'-0" x 14'-0"
LAMINATE
9'-0" CEILING
2-4
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.
EXHAUSTED TO THE OUTSIDE.
AROUND TUB AND SHOWER ENCLOSURES.
9. ALL EXTERIOR DOORS TO BE SOLID
8. ALL EXTERIOR WINDOWS TO BE DOUBLE GLAZED.
10. ALL SWITCHES, PILOTS, & BURNERS TO BE A MIN.
CORE WITH 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.
3-0
2X6 WALL
2-4
3-0
2-8
2-6
9' CLG / TILE
UP
UTILITY
15 RISERS
10" TREADS
2-4
2-8
2-6
2-4
2x4 WALL
FOR ELEC
2x4 WALL
FOR ELEC
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.
SW1
SW1
SW1
SW1 SW1
SW1
SW1 SW1
SW1
SW1
SW1
SW1
SW1
S.D.
DOOR OPENER
VENTS IN
CEILING TYP
DRAWN BY:
DATE:
PROJECT NO.
SHEET TITLE:
REV: DATE:
43 NORTH
SUBDIVISION
BUILDING 9
NE 4TH & BADLEY
MERIDIAN, ID
83642
CONSTRUCTION
DOCUMENTS
MEGAN
A2.0
APRIL 10, 2019
FLOOR PLAN
BUILDING 9
CHECKED BY: O'NEIL
0" 4'-0"
1 MAIN FLOOR PLAN
1/4"=1'-0"
PERMIT NO.
2 MAIN FLOOR ELECTRICAL PLAN (TYP)
1/4"=1'-0"
208.890.4342
tim@elkrunconstruction.com
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.
SONOTUBE SONOTUBE
4" CONC. SLAB
ON 4" COMPACTED
GRAVEL BASE
4" CONC. SLAB
ON 4" COMPACTED
GRAVEL BASE
4'-10" 14'-2"
HTT4 (SEE CHART - SHEET A5.0)
1 1 1
6"
6"
6"
6"
SIDEWALK
16'X8' CONCRETE PAD 16'X8' CONCRETE PAD
SIDEWALK
8"X24" CONC. FOOTING
10-1/2"X28" CONC. FOUNDATION WALL W/
14'-2" 4'-10"
DRAWN BY:
DATE:
PROJECT NO.
SHEET TITLE:
REV: DATE:
43 NORTH
SUBDIVISION
BUILDING 9
NE 4TH & BADLEY
MERIDIAN, ID
83642
CONSTRUCTION
DOCUMENTS
MEGAN
A1.0
APRIL 10, 2019
FOUNDATION PLAN
BUILDING 9
CHECKED BY: O'NEIL
0" 8'-0"
1 FOUNDATION PLAN
1/4"=1'-0"
PERMIT NO.
208.890.4342
tim@elkrunconstruction.com
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.
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
BUILDING 9
NE 4TH & BADLEY
MERIDIAN, ID
83642
CONSTRUCTION
DOCUMENTS
MEGAN
A0.0
APRIL 10, 2019
SITE PLAN
BUILDING 9
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.
COVER SHEET & SITE PLAN
D R A W I N G L I S T
A0.0
N O T E S
A5.0 DETAILS
EXTERIOR ELEVATIONS
UPPER FLOOR PLAN
A1.0 FOUNDATION PLAN
A2.1
A4.0
0" 32'-0"
2 OVERALL SITE PLAN
1/32"=1'-0"
A2.0 MAIN FLOOR PLAN
A3.0 FRAMING & ROOF PLAN
A R E A S (EACH UNIT)
MAIN FLOOR PLAN 673 S.F.
DRIVEWAY
UPPER FLOOR PLAN 756 S.F.
P R O P E R T Y A D D R E S S
NE 4TH STREET & EAST BADLEY AVENUE
MERIDIAN, ID
HOUSE GARAGE CONCRETE 415 S.F.
TOTAL HOUSE AREA 1,429 S.F.
CONCRETE SLABS:
PORCH & PATIOS 170 S.F.
LOT 16 - 800 S.F.
LOT 17 - 400 S.F.