DNB36DWDWB36SB3621SB

DN
B36
D/W
DW
B36
S
B
3
6
2
1
S
B
3
6
2
1
SB6021
B
3

6
B36 DCB36RB33
B
3
6
B
3
6
S
B
36
B
C
B
1
2
R
B36
DW
B36
S
B

3
6
2
1
S
B
3
6
2
1
SB6021
B
3
6
B36 DCB36RB33
B
3
6
B
3
6
S

B
36
B
C
B
1
2
R
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4
L
C
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W/D
18070
1007010070
3
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6
8

1268FX
3068
1268FX
5050DC
5050DC
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2646SC 2646SC 4050DC 4050DC 6050TC
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2630SC
3068
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6068 2868
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2668
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2868
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68
3068

8070
4
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UP
UP
UP
CO/SD
CO/SD
CO/SD
CO/SD
1
'
8
'
7
'-
1
1
1
/2

"
6
'-
0
1
/2
"
2
'
3
'
1
'
27'
11'-0 1/2"
2'-1"
1
2
'-
5
"
7'
7'
3'

2'-8 1/2"
5
'
3
'-
5
1
/2
"
8
'-
1
"
8
'
7'-8 1/2" 9'-0 1/2" 4'-1"
1
4
'-
8
"
5
'-
5
"

2
'-
8
"
2
'-
1
"
1
2
'-
5
"
7'
1
8
'-
5
1
/2
"
3
'-
4
"
2

'-
1
"
8'-7" 4'-6 1/2"
1
9
'-
7
1
/2
"
4
'-
6
"
13'-5"
6
'-
2
"
5
'-
7
"

15'-1 1/2" 32'-8 1/2"
6'
5'
13'-5"
9
'
1
5
'-
5
"
1
1
'-
4
"
1
1
'-
4
"
3'-5 1/2"
7'-11 1/2"
1
'

1
'
3
'
3'-8"
4
'
3
0
'-
8
1
/2
"
5'-10 1/4" 5'-10 1/4"
11'-8 1/2"
3'-6" 3'-6"1'-10"
11'-5 1/2"
1'-10"
1
1
'-
8
"
19' 13'-8 1/2"

7 ' -3 " X 7 ' -1 1 "
1 1 ' -6 " X 3 ' -3 "
P ORC H
MASTER SUITE
W.I.C.
BEDROOM #2
BEDROOM #3
S T AI RWELL
GREAT ROOM
ENTRY
NOOK
KITCHEN
LAUNDRY
DECK
3 CAR GARAGE
9' BASEMENT WALL HEIGHT
9'-1 1/8" MAIN FLOOR HEIGHT
AREA:

MAIN FLOOR 1,974 SF
BASEMENT 1,974 SF
3 CAR GARAGE 2,007 SF
FRONT PORCH 56 SF
REAR COVERED DECK 290 SF
SHEET:
PLAN DATE:
3/11/2017
1
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1ST FLOOR PLAN
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GENERAL NOTES
1. ALTHOUGH EVERY EFFORT HAS BEEN MADE IN
PREPARING THESE PLANS AND CHECKING THEM FOR
ACCURACY, IT IS THE PROJECT LEADS
RESPONSIBILITY TO
VERIFY THE ACCURACY OF ALL DETAILS AND
DIMENSIONS.
2. THESE DRAWINGS ARE INTENDED TO CONFORM TO
GENERALLY ACCEPTED BUILDING PRACTICES;
HOWEVER,
STATE AND LOCAL CODES VARY WIDELY AND ALL
FEDERAL, STATE, AND LOCAL CODES, ORDINANCES,
REGULATIONS, ETC. SHALL BE CONSIDERED AS
PART OF
THE SPECIFICATIONS OF THIS BUILDING, AND SHALL
TAKE

PRECEDENCE OVER ANYTHING SHOWN, DESCRIBED,
OR
IMPLIED. IT IS THE CONTRACTOR'S RESPONSIBILITY
TO
VERIFY THAT ALL APPLICABLE BUILDING CODE
REQUIREMENTS ARE BEING MET.
3. DO NOT SCALE DRAWINGS, USE ONLY THE PRINTED
DIMENSIONS.
4. VERIFY WITH THE WINDOW MANUFACTURER ALL
WINDOW
SIZES AND APPLICABLE EGRESS REQUIREMENTS.
5. ALL DIMENSIONS ARE TAKEN FROM/TO ROUGH
STUDS OF
A DIMENSION OF EITHER 5½" (2x6 STUDS), 3½" (2x4
STUDS)
OR TO THE OUTSIDE OF MASONRY.
6. DUE TO COORDINATION WITH FRAMING AND
MECHANICAL
INSTALLATIONS. FINAL DIMENSIONS MAY VARY
SLIGHTLY
FROM DIMENSIONS AS SHOWN ON CONSTRUCTION
DRAWINGS.

7. THESE DRAWINGS INDICATE THE GENERAL SCOPE
OF THE PROJECT IN TERMS OF ARCHITECTURAL
DESIGN
CONCEPT, INCLUDING THE DIMENSIONS OF THE
BUILDING,
THE MAJOR ARCHITECTURAL ELEMENTS AND THE
TYPE
OF STRUCTURAL SYSTEM. STRUCTURAL INTEGRITY
OF
THIS BUILDING IS SUBJECT TO REVIEW BY A
QUALIFIED
STRUCTURAL ENGINEER. AS SCOPE DOCUMENTS,
THESE
DRAWINGS DO NOT NECESSARILY INDICATE OR
DESCRIBE
ALL WORK REQUIRED FOR FULL PERFORMANCE
AND
COMPLETION OF THE REQUIREMENTS FOR
CONSTRUCTION.
8. CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED
FOR THE PROPER EXECUTION AND COMPLETION OF
THE WORK, VERIFY ALL EXISTING CONDITIONS
PRIOR

TO THE START OF CONSTRUCTION, AND NOTIFY THE
DESIGNER IMMEDIATELY OF ANY CONFLICTS OR
FIELD
CONDITIONS WHICH REQUIRE ALTERATION OF
THESE
PLANS PRIOR TO PROCEEDING WITH THE WORK. IN
THE EVENT OF DIMENSIONAL DISCREPANCIES IN
THE
PLANS, THE FLOOR PLANS SHALL GOVERN.
9. BUILDERS IS NOT A PROFESSIONAL ENGINEERING OR
ARCHITECTURAL FIRM. THESE PLANS ARE DRAWN
ACCORDING
TO THE CONTRACTOR/CLIENTS SPECIFICATIONS.
ALL
DIMENSIONS ARE TO BE VERIFIED BY CONTRACTOR.
C
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PLOT DATE:
SCALE: 1/4" = 1'-0"
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PATA #
P108906
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C
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2X6 EXTERIOR WALLS
5/11/2017
INSULATE INTERIOR
WALLS FOR SOUND
CONTROL
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#235 ASPHALT SHINGLES ON
7/16" MIN. PLYWOOD SHEATHING
ON APPROVED ROOF TRUSSES
USE "H" CLIPS IF SPACING 24" O.C.
1
2
ROOF VENTILATION 1:300 OF THE INSULATED
CEILING AREA UNIFORMLY DISTRIBUTED
4 MIN.
BAFFLE AS REQUIRED FOR ROOF VENTILATION
INTERIOR CEILING FINISH
5/8 DRYWALL TYPE X
EAVE PROTECTION TO EXTEND FROM THE EDGE OFMIN.
R 42 INSULATION
THE ROOF, 36" UP THE SLOPE BUT NOT LESS THAN 12"

BEYOND
THE INTERIOR FACE OF THE EXTERIOR WALL
ALUMINUM VENTED SOFFIT, FASCIA BOARD,
EAVESTROUGH & RWL. FINISH AS PER
ELEVATIONS.MIN. R 12 INSULATION ABOVE
INNER FACE OF EXTERIOR 2"x6" SUB-FASCIA
WALL
STONE VENEER OR SIDING WALL
WOOD SILL PLATE FASTENED TO FOUNDATION
WALL WITH 1/2" DIA. ANCHOR BOLTS EMBEDDED MIN.
TYVEK LAYERS TO OVERLAP AND BE TAPED
4" IN CONC. AT 7"-10" O.C. MAX. AND PROVIDE
EXTERIOR TYPE SHEATHING
CAULKING OR GASKET BETWEEN PLATE &
FOUNDATION WALL
2"x4" WOOD STUDS @ 16" O.C.
R 13 INSULATION & CONT. 6 MIL VAPOR /AIR BARRIER
INTERIOR WALL FINISH
FLOOR FINISH

DOUBLE PLATE AT TOP W/ SOLE PLATE AT BOTTOM
3/4" T & G PLYWOOD SUBFLOOR OR
APPROVED EQUAL ON WOOD FLOOR
6 MIL. POLY. FLASHING MIN. 6" UP BEHIND SHEATHING
JOISTS (SEE PLANS)
AND PAPER, PROVIDE WEEP HOLES AT MIN. 2'-7" APART
FINISHED FLOOR
1" OVERHANG MAX.
CONTINUOUS HEADER JOIST W/
TOP BLOCK COURSE FILLED
MIN R19 INSUL.
WITH MORTAR OR CONCRETE
EXTEND VAPOR / AIR
BARRIER AND SEAL TO JOIST
AND SUBFLOOR
6"
MIN.
SLOPE GRADE AWAY FROM BLDG.
SEMI-SOLID BLOCK COURSE AT

OR BELOW GRADE LEVEL
2" X 4" WOOD STRAPPING AT 16" O.C.
BITUMINOUS DAMPPROOFING ON 8"
R13 INSULATION W/6 MIL POLY VAPOR
CONCRETE BLOCK OR POURED CONCRETE
FOUNDATION WALL
/AIR BARRIER W/MOISTURE BARRIER TO
OVER POURED CONCRETE FOOTINGHEIGHT OF
EXTERIOR GRADE BETWEEN
FOUNDATION WALL AND INSULATION ( POURED CONC.
WALLS TO HAVE HOLES FILLED WITH
( INTERIOR FINISH OPTIONAL ) CEMENT MORTAR OR
DAMPPROOFING )
ACOUSTIC SEALANT
POLY DAMPPROOFING MEMBRANE
DRAINAGE LAYER
UNDER BOTTOM PLATE
-MIN. 3/4" MINERAL FIBRE INSULATION
WITH A DENSITY OF NOT LESS THAN 3.6 LB/CU. FT,
BASEMENT SLAB

OR MIN. 4" OF FREE DRAINING GRANULAR MATERIAL,
4" POURED CONCRETE SLAB
OVER 6 MIL POLY AND
OR A B.M.E.C. APPROVED DRAINAGE LAYER MATERIAL
COMPACTED SAND AND
GRAVEL FILL
16" X 8" CONCRETE FOOTING
4" DIA. WEEPING TILE BOTH SIDES OF FOOTER W/
TO BEAR ON
6" CRUSHED STONE COVER
OR APPROVED FORM-A-DRAINUNDISTURBED SOIL
SIDING/ STONE VENEER WALL SECTION - FULL
BASEMENT
1/2" X 10" X 6' O.C. ANCHOR BOLTS.
START 1' FORM EACH CORNER.
MIN 2 BOLTS PER WALL.
TREATED WOOD SILL
ICE BARRIER REQUIRED FORM EDGE OF
ROOF TO 24" INSIDE EXTERIOR WALL
STAIR SECTION MINIMUM CODE REQUIREMENTS
3- 2X12 STAIR STRINGERS
3'-1" MIN. WITH STAIRS
15 R @ ~ 8" HIGH MAX.

10" TREAD DEPTH MIN.
HANDRAIL TO BE 34"-38"
ABOVE STAIRS WITH ENDS
RETURNED TO WALL.
6'-8" MIN. HEADROOM CLEARANCE
FROM FINISHED FLOOR TO CEILING.
6
'-
8
"
7
'-
9
1
/2
"
SCALE: N.T.S.
N
DN
UP

UP
UP
27'
11'-0 1/2"
2'-1"
1
2
'-
5
"
7'
7'
3'
2'-8 1/2"
5
'
3
'-
5
1
/2
"
8
'-

1
"
8
'
7'-8 1/2" 9'-0 1/2" 4'-1"
1
4
'-
8
"
5
'-
5
"
2
'-
8
"
2
'-
1
"
1
2
'-
5
"

7'
1
8
'-
5
1
/2
"
3
'-
4
"
2
'-
1
"
8'-7" 4'-6 1/2"
1
9
'-
7
1
/2
"
4

'-
6
"
13'-5"
6
'-
2
"
5
'-
7
"
15'-1 1/2" 32'-8 1/2"
6'
5'
13'-5"
9
'
1
5
'-
5
"
1
1

'-
4
"
1
1
'-
4
"
3'-5 1/2"
7'-11 1/2"
1
'
1
'
3
'
3'-8"
4
'
3
0
'-
8
1
/2

"
54'-5"
4
1
'-
5
"
5'-10 1/4" 5'-10 1/4"
11'-8 1/2"
3'-6" 3'-6"1'-10"
11'-5 1/2"
1'-10"
1
1
'-
8
"
19' 13'-8 1/2"
245'
9' BASEMENT WALL HEIGHT
9'-1 1/8" MAIN FLOOR HEIGHT

AREA:
MAIN FLOOR 1,974 SF
BASEMENT 1,974 SF
3 CAR GARAGE 2,007 SF
FRONT PORCH 56 SF
REAR COVERED DECK 290 SF
SCALE:1"=20'
SHEET:
PLAN DATE:
3/11/2017
1
2
th
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SITE PLAN
DRAWN BY:
EAH
S
IT
E
P
L
A
N
GENERAL NOTES
1. ALTHOUGH EVERY EFFORT HAS BEEN MADE IN
PREPARING THESE PLANS AND CHECKING THEM FOR
ACCURACY, IT IS THE PROJECT LEADS
RESPONSIBILITY TO
VERIFY THE ACCURACY OF ALL DETAILS AND
DIMENSIONS.
2. THESE DRAWINGS ARE INTENDED TO CONFORM TO

GENERALLY ACCEPTED BUILDING PRACTICES;
HOWEVER,
STATE AND LOCAL CODES VARY WIDELY AND ALL
FEDERAL, STATE, AND LOCAL CODES, ORDINANCES,
REGULATIONS, ETC. SHALL BE CONSIDERED AS
PART OF
THE SPECIFICATIONS OF THIS BUILDING, AND SHALL
TAKE
PRECEDENCE OVER ANYTHING SHOWN, DESCRIBED,
OR
IMPLIED. IT IS THE CONTRACTOR'S RESPONSIBILITY
TO
VERIFY THAT ALL APPLICABLE BUILDING CODE
REQUIREMENTS ARE BEING MET.
3. DO NOT SCALE DRAWINGS, USE ONLY THE PRINTED
DIMENSIONS.
4. VERIFY WITH THE WINDOW MANUFACTURER ALL
WINDOW
SIZES AND APPLICABLE EGRESS REQUIREMENTS.
5. ALL DIMENSIONS ARE TAKEN FROM/TO ROUGH
STUDS OF

A DIMENSION OF EITHER 5½" (2x6 STUDS), 3½" (2x4
STUDS)
OR TO THE OUTSIDE OF MASONRY.
6. DUE TO COORDINATION WITH FRAMING AND
MECHANICAL
INSTALLATIONS. FINAL DIMENSIONS MAY VARY
SLIGHTLY
FROM DIMENSIONS AS SHOWN ON CONSTRUCTION
DRAWINGS.
7. THESE DRAWINGS INDICATE THE GENERAL SCOPE
OF THE PROJECT IN TERMS OF ARCHITECTURAL
DESIGN
CONCEPT, INCLUDING THE DIMENSIONS OF THE
BUILDING,
THE MAJOR ARCHITECTURAL ELEMENTS AND THE
TYPE
OF STRUCTURAL SYSTEM. STRUCTURAL INTEGRITY
OF
THIS BUILDING IS SUBJECT TO REVIEW BY A
QUALIFIED
STRUCTURAL ENGINEER. AS SCOPE DOCUMENTS,
THESE
DRAWINGS DO NOT NECESSARILY INDICATE OR

DESCRIBE
ALL WORK REQUIRED FOR FULL PERFORMANCE
AND
COMPLETION OF THE REQUIREMENTS FOR
CONSTRUCTION.
8. CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED
FOR THE PROPER EXECUTION AND COMPLETION OF
THE WORK, VERIFY ALL EXISTING CONDITIONS
PRIOR
TO THE START OF CONSTRUCTION, AND NOTIFY THE
DESIGNER IMMEDIATELY OF ANY CONFLICTS OR
FIELD
CONDITIONS WHICH REQUIRE ALTERATION OF
THESE
PLANS PRIOR TO PROCEEDING WITH THE WORK. IN
THE EVENT OF DIMENSIONAL DISCREPANCIES IN
THE
PLANS, THE FLOOR PLANS SHALL GOVERN.
9. BUILDERS IS NOT A PROFESSIONAL ENGINEERING OR
ARCHITECTURAL FIRM. THESE PLANS ARE DRAWN
ACCORDING
TO THE CONTRACTOR/CLIENTS SPECIFICATIONS.

ALL
DIMENSIONS ARE TO BE VERIFIED BY CONTRACTOR.
C
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PLOT DATE:
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PATA #
P108906
R
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ID
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5/11/2017
D
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LOT 4 BLOCK 1 COUNTRY ESTATES SUBDIVISION,
JUNIATA, NE
2
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DNB36DWDWB36SB3621SB

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