HomeMy WebLinkAbout17090042 Building Plans 2GENERAL FOUNDATION PLAN NOTES:
1. ALL FOOTINGS SHALL BE BELOW FROST LINE
MINIMUM SIZE SHALL BE AS PER LOCAL
CODE.
2. FOUNDATION WALLS SHALL BE 8" THICK OR
MINIMUM SIZE AS PER LOCAL CODE.
3, ALL FOUNDATION ANCHORS SHALL BE 4'-0"
ON CENTER AND 2 PER CORNER.
4. GRADE ALL SOIL AWAY FROM DWELLING TO
PROVIDE POSITIVE DRAINAGE. MAINTAIN 6"
SPACE BETWEEN GRADE AND ANY WOOD
TRIM.
S. ALL WORK IS TO BE PERFORMED AND
PROVIDED, TO MEET OR EXCEED LOCAL
BUILDING CODES.
Fl- EXISTING WALL
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N i ( CRAWL SPACE
i 4' MIN, PEA FILL OVER
6 MIL. POLY VAPOR BARRIER
VENTILATION AS REQUIRED
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40'-1 1/2"
/ 14'-3 1/2"
—
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PORCH
CONCRETE SLAB ON i i aN
UNEXCAVATED FILL
EXISTING"
BRICK
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RIGHT ELEVATION
SCALE: 1/8"=I; -S
EXISTING
CRAWL SPACE
FOUNDATION PLAN
SCALE: 1/4":-W-0"
EXISTING WALL
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12
31-
MATCH
- EXISTING
-- - ------ ---- --- - -- -- LAP SIDING
OLD EDGE
MATCH __ OF HOUSE
EXISTING REMOVED ---- ---- -_
LAP SIDING
ASPHALT SHINGLES 6/12
MATCH
EXISTING
LAP SIDING
LEFT ELEVATION
SCALE:
EXISTING
BRICK
EXISTING
LAP 51DING
IX6 GUTTER BOARD
IX6 FRIEZE BOARD
12" OVERHANG
PAST STUD WALL TYP.
ol
ASPHALT
SHINGLES
3/12 SHED ROOF TO
EXISTING RIDGE
MATCH
EXISTING
LAP SIDING
WINDOW P DOOR FRAMING DTL.
SCALE: 1
EXISTING
ROOF
REAR ELEVATION
DIMENSIONAL
FIBERGLASS SHINGLES
W/ 154 FELT OVER
1/2" EXT. SHEATHING
12 () 2x4 BUILD-UP
SEE PLANS DETERMINED BY
-ROOF PITCH
2x4
b" PREFINISHED
ALUM. GUTTER
(SLOPE TO DRAIN)
IX6 FASCIA BOARD
MATH EXISTING
SOFFIT
IX6 FRIEZE BOARD
HARDI-PLANK
(SEE ELEVATIONS)
1/2" EXT. HIGH
INSUL. SHEATHING
24 RIBBON JST.
MATH EXISTING
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1/16" SHEATHING
s 2x10 RIBBON
SLOPE GRADE AW
FROM HOUSE MIN. 1:12
PEA FILL
x6 CEILING
t- 1/2" GYP. BOARD W/
TEXTURED FINISH
BLOWN -IN INSULATION
(R-38)
(2) 2x4 TOP PLATE u
1/2" GYP. BOARD
(2) 2X12 WINDOW HEADER
�— WINDOW C
2x4 STUDS AT 16" O.C. i
BATT. INSUL. (R-13)
4 MIL. VAPOR BARRIER
3/4" PLYWOOD FLR
DECKING
TJI FLOOR JOIST AT 14' O.C.
(2) 2x4 TOP PLATE
2x4 STUDS AT 16" O.C.
- 4 MIL. VAPOR BARRIER
BATT. INSULATION
�- IR -13)
1/2' GYP. BOARD
3/4" PLYWOOD FLR.
DECKING
TJI FLOOR JOIST AT 16" O.C.
--- 2X4 TREATED TOP PLATE
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W/ ANCHOR BOLT 9 4'-0".
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12" MAX FROM CORNERS
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6 MIL VAPOR BARRIER
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`-16" X 8" CONTINUOUS FOOTING
TOP OF FOOTER MIN. 32"
FROM TOP OF GRADE
WALL SECTION
SCALE:
NEW ROOF EDGE
— — — — NEW HOUSE EDGE
EXIST. ROOF EDGE
EXIST. HOUSE EDGE
DEMO EXIST, ROOF
'ROOF FLAN_ �
SCALE: I/8"=1'-0"
DEMO EXISTING OPENING
DEMO EXISTING WALL
EXISTING WALL
NEW WALL
GENERAL FLOOR PLAN NOTES:
I. ALL DIMENSIONS ARE FROM S`tuu i4o f DRYWALL
2. ALL OPENINGS ARE TO BE 4' I^ROM ADJACENT
WALL UNLESS NOTED OTHERWISE.
**NOTE**
IT IS THE BUILDER/ OWNERS RESPONSIBILITY TO VERIFY
THE PROPER AIR SPACE BETWEEN ALL BRICK AND WOOD
WALLS WITH HOUSE WRAP, TO PREVENT WATER INFILTRATION.
BUILDER/ OWNER SHOULD SEEK THE ASSISTANCE OF A
QUALIFIED ENGINEER FOR THE PROPER SIZING OF ALL
STRUCTURAL HEADERS, RAFTERS, SUPPORT BEADS,
LAMINATED BEAMS, JOISTS, FOOTINGS, ETC. IT IS THE
BUILDER/ OWNER RESPONSIBILITY TO VERIFY ALL DIMENSIONS
& DESIGN OF THESE DOCUMENTS FOR ACCURACY.
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AOR'
31'-10 1/41,
T-2 1/2" 22'-1 3/4" / 81-b"
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OOR
EXISTING
MSTR. BEDROOM
8'-0" CLG. HGT.
GENERAL FLOOR PLAN NOTES:
----------------------------
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EXISTING
kI ��II
EXISTINGTH
�i BEDROOM
'r 1' 1 8'-0" CLG. HGT.
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DEf1O SECOND FLOOR
SCALE:
ALL INTERIOR WALLS ARE 2X4 OR 2X6 AS
SHOWN. EXTERIOR WALLS ARE 2X4 OR 2X6 W/
ONE LAYER OF 1/2" SHEATHING. ALIGN EXTERIOR
OF SHEATHING WITH FOUNDATION WALL. ALL
ANGLED WALLS ARE 45 DEGREES FROM
ADJACENT WALL UNLESS OTHERWISE NOTED.
2. CONFIRM ALL HEADER HEIGHTS AND SIZES
PRIOR TO START OF FRAMING. ALL OPENINGS
ARE TO BE 4" FROM ADJACENT WALL UNLESS
NOTED OTHERWISE.
3. VERIFY ALL TYPES AND SIZES OF WINDOW UNITS
AND DOORS WITH OWNER/BUILDER. NOTIFY
BUILDER OF ANY DISCREPANCIES.
4. VERIFY LOCATION, TYPES ANS SIZES OF VENTS
AND EXTERIOR TRIM WITH OWNER/BUILDER.
S. INSULATE HIDDEN AREAS OR ASSEMBLIES
BEFORE COVERING.
6. BUILDER/LUMBER SUPPLIER SHALL SPECIFY
SIZES OF DIMENSIONAL LUMBER FOR FLOOR AND
ROOF SYSTEMS. NOTIFY BUILDER/LUMBER
SUPPLIER IMMEDIATELY OF ANY DISCREPANCIES.
1. STEEL LINTELS OR WOOD BEARING AREAS,
PROPERLY SIZED, ARE TO BE PROVIDED
OVER ALL OPENINGS TO SUPPORT MASONRY
VENEER.
8. ALL ROOF AND WALL INTERSECTIONS SHALL BE
FLASHED WITH ALUMINUM OR BETTER MATERIAL.
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DEMO EXISTING OPENING
DEMO EXISTING WALL
EXISTING WALL
NEW WALL
GENERAL FLOOR PLAN NOTE
I. ALL DIMENSIONS ARE FROM STUD NOT ,`RYWALL
2. ALL OPENINGS ARE TO BE 4" FROM ADJACENT
WALL UNLESS NOTED OTHERWISE.
**NOTE**
IT IS THE BUILDER/ OWNERS RESPONSIBILITY TO VERIFY
THE PROPER AIR SPACE BETWEEN ALL BRICK AND WOOD
WALLS WITH HOUSE WRAP, TO PREVENT WATER INFILTRATION.
BUILDER/ OWNER SHOULD SEEK THE ASSISTANCE OF A
QUALIFIED ENGINEER FOR THE PROPER SIZING OF ALL
STRUCTURAL HEADERS, RAFTERS, SUPPORT BEAMS,
LAMINATED BEAMS, JOISTS, FOOTINGS, ETC. IT IS THE
BUILDER/ OWNER RESPONSIBILITY TO VERIFY ALL DIMENSIONS
B DESIGN OF THESE DOCUMENTS FOR ACCURACY.
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GENERAL FLOOR PLAN NOTE
I. ALL DIMENSIONS ARE FROM STUD NOT ,`RYWALL
2. ALL OPENINGS ARE TO BE 4" FROM ADJACENT
WALL UNLESS NOTED OTHERWISE.
**NOTE**
IT IS THE BUILDER/ OWNERS RESPONSIBILITY TO VERIFY
THE PROPER AIR SPACE BETWEEN ALL BRICK AND WOOD
WALLS WITH HOUSE WRAP, TO PREVENT WATER INFILTRATION.
BUILDER/ OWNER SHOULD SEEK THE ASSISTANCE OF A
QUALIFIED ENGINEER FOR THE PROPER SIZING OF ALL
STRUCTURAL HEADERS, RAFTERS, SUPPORT BEAMS,
LAMINATED BEAMS, JOISTS, FOOTINGS, ETC. IT IS THE
BUILDER/ OWNER RESPONSIBILITY TO VERIFY ALL DIMENSIONS
B DESIGN OF THESE DOCUMENTS FOR ACCURACY.
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GENERAL FLOOR PLAN NOTE
I. ALL DIMENSIONS ARE FROM STUD NOT ,`RYWALL
2. ALL OPENINGS ARE TO BE 4" FROM ADJACENT
WALL UNLESS NOTED OTHERWISE.
**NOTE**
IT IS THE BUILDER/ OWNERS RESPONSIBILITY TO VERIFY
THE PROPER AIR SPACE BETWEEN ALL BRICK AND WOOD
WALLS WITH HOUSE WRAP, TO PREVENT WATER INFILTRATION.
BUILDER/ OWNER SHOULD SEEK THE ASSISTANCE OF A
QUALIFIED ENGINEER FOR THE PROPER SIZING OF ALL
STRUCTURAL HEADERS, RAFTERS, SUPPORT BEAMS,
LAMINATED BEAMS, JOISTS, FOOTINGS, ETC. IT IS THE
BUILDER/ OWNER RESPONSIBILITY TO VERIFY ALL DIMENSIONS
B DESIGN OF THESE DOCUMENTS FOR ACCURACY.
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GENERAL FLOOR PLAN NOTE
I. ALL DIMENSIONS ARE FROM STUD NOT ,`RYWALL
2. ALL OPENINGS ARE TO BE 4" FROM ADJACENT
WALL UNLESS NOTED OTHERWISE.
**NOTE**
IT IS THE BUILDER/ OWNERS RESPONSIBILITY TO VERIFY
THE PROPER AIR SPACE BETWEEN ALL BRICK AND WOOD
WALLS WITH HOUSE WRAP, TO PREVENT WATER INFILTRATION.
BUILDER/ OWNER SHOULD SEEK THE ASSISTANCE OF A
QUALIFIED ENGINEER FOR THE PROPER SIZING OF ALL
STRUCTURAL HEADERS, RAFTERS, SUPPORT BEAMS,
LAMINATED BEAMS, JOISTS, FOOTINGS, ETC. IT IS THE
BUILDER/ OWNER RESPONSIBILITY TO VERIFY ALL DIMENSIONS
B DESIGN OF THESE DOCUMENTS FOR ACCURACY.
SHEET NO
A-3
OF 3
DATE
6/21/Il
DUdJ NO
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DUdJ NO
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9-2 1/2" /),-II Il/2"
I �-
EXISTING I EXISTING
UNDRYI 0°OOK
°- 8'-0" CLG. HGT. I 8'-0" CLG. HGT.
\ o
2'-1 1/4"
EXISTING \ 14'-93/4"
GARAGE ____
8'-0" CLG. HGT. — — — — =
EXISTING
TC E9
8'-0" CLG. HGT.
EXISTING
GREAT ROOM Lo
8'-0" CLG. HGT.
EXISTING FIRST FLOOR EXE �' G JAGE
8'-0" CLG. HGT.
SCALE: 114"=1`0"� e'-0° CLG. HGT.
-"5
7'-91/2"
(3) DH24"X42"
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25,-8„
w
�i *Ell KITCH
�F ow
3 8'-0" CLG. HGT.
CC W
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91-0"X4'-0" �
FLAT ISLAND
I —
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Ar l DROPPED BEAM - DESIGN BY OTHERS
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EXISTING
Y I O°op
e'-0" CLG. HGT. � 12' SHELVES N E ll NOOK
8'-0" CLG. HGT.
NEW CUBBIES
EXISTING
GARAGE
8'-0" CLG. HGT. _
PROPOSED FIRST FLOOR EXE
SCALE: I/4"=1'-0" e' -o' CLG. ucr.
DENO FIRST FLOOR
6'-I 1/2"
(2) DH36"X60" . `. r' �„ DROPPED BEAM ABOVE — 8"X8'
DESIGN BY OTHERS WRAPPED
COLUMN
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EXISTING EXISTING
NooK SIT—CHEM
8'-0" CLG. HGT.
8'-0" CLG. HGT.
EXISTING
GREAT ROM
8'-0" CLG. HGT.
GENERAL FLOOR PLAN NOTES:
I. ALL INTERIOR WALLS ARE 2X4 OR 2X6 AS
SHOWN. EXTERIOR WALLS ARE 2X4 OR 2X6 W/
ONE LAYER OF 1/2" SHEATHING. ALIGN EXTERIOR
l• OF SHEATHING WITH FOUNDATION WALL. ALL
ANGLED WALLS ARE 45 DEGREES FROM
cGZ �' „� 4A" ADJACENT WALL UNLESS OTHERWISE NOTED.
2. CONFIRM ALL HEADER HEIGHTS AND SIZES
PRIOR TO START OF FRAMING. ALL OPENINGS
u� ARE TO BE 4" FROM ADJACENT WALL UNLESS
NOTED OTHERWISE.
3 3. VERIFY ALL TYPES AND SIZES OF WINDOW UNITS
AND DOORS WITH OWNER/BUILDER. NOTIFY
�®
Ll t -
BUILDER OF ANY DISCREPANCIES,
L 4. VERIFY LOCATION, TYPES ANS SIZES OF VENTS
69 AND EXTERIOR TRIM WITH OWNER/BUILDER.
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5. INSULATE HIDDEN AREAS OR ASSEMBLIES
BEFORE COVERING.
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�r R 6. BUILDER/LUMBER SUPPLIER SHALL SPECIFY
0 SIZES OF DIMENSIONAL LUMBER FOR FLOOR AND
ROOF SYSTEMS. NOTIFY BUILDER/LUMBER
SUPPLIER IMMEDIATELY OF ANY DISCREPANCIES.
�•► ^ ku cod, 1. STEEL LINTELS OR WOOD BEARING AREAS,
:7 C,Ls PROPERLY SIZED, ARE TO BE PROVIDED
�.- OVER ALL OPENINGS TO SUPPORT MASONRY
VENEER.
8. ALL ROOF AND WALL INTERSECTIONS SHALL BE
FLASHED WITH ALUMINUM OR BETTER MATERIAL.
DEMO EXISTING OPENING
DEMO EXISTING WALL
EXISTING WALL
NEW WALL
GENERAL FLOOR PLAN NOTES:
I. ALL DIMENSIONS ARE FROM STUD NOT DRYWALL
2. ALL OPENINGS ARE TO BE 40 FROM ADJACENT
WALL UNLESS NOTED OTHERWISE.
**
IT IS THE BUILDER/ OWNERS RESPONSIBILITY TO VERIFY
THE PROPER AIR SPACE BETWEEN ALL BRICK AND WOOD
WALLS WITH HOUSE WRAP, TO PREVENT WATER INFILTRATION.
BUILDER/ OWNER SHOULD SEEK THE ASSISTANCE OF A
QUALIFIED ENGINEER FOR THE PROPER SIZING OF ALL
STRUCTURAL HEADERS, RAFTERS, SUPPORT BEAMS,
LAMINATED BEAMS, JOISTS, FOOTINGS, ETC. IT IS THE
BUILDER/ OWNER RESPONSIBILITY TO VERIFY ALL DIMENSIONS
& DESIGN OF THESE DOCUMENTS FOR ACCURACY.
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DATE
L/21/11
DU.N NO
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