ABBREVIATIONS
ANCHOR BOLT
ABOVE
ACOUSTICAL
AIR CONDITIONING
ACOUSTICAL TILE
ADDITIONAL
ADJUSTABLE
ADMINISTRATION
ABOVE FINISH FLOOR
AGGREGATE
ALTERNATE
ALUMINUM
ANCHOR, ANCHORAGE
ACCESS PANEL
APPROVED
APPROXIMATE
ARCHITECT, ARCHITECTURAL
AUTOMATIC
AVERAGE
AND
AT
BOARD
BELOW
BEVEL
BITUMINOUS
BLOCK, BLOCKING
BUILDING
BEAM
BOTTOM OF
BOTTOM
BEARING
BRICK
BASEMENT
BOTH SIDES
BRITISH THERMAL UNIT
BETWEEN
CABINET
CAPACITY
CERAMIC
CUBIC FOOT, FEET
CORNER GUARD
CHANNEL
CIRCLE
CAST IN PLACE
CIRCUMFERENCE
CONTROL JOINT
CAULK, CAULKING
CEILING
CLOSET
CLEAR
CLEAR, CLEARANCE
CONCRETE MASONRY UNIT
CLEAN OUT
COLUMN
CONCRETE
CONNECTION
CONSTRUCTION
CONTINUE, CONTINUOUS
CONTRACTOR
COORDINATE
CARPET, CARPETED
COUNTERSINK
CASEMENT
CERAMIC TILE
CENTER
COLD WATER
CUBIC YARD, YARDS
DEEP, DEPTH
DOUBLE
DEGREE, DEGREES
SYMBOLS
D CONT'
DEMO
DEPR
DEPT
DET
DIA
DIAG
DIM
D.L.
DN
DO
DR
D.S.
DWG
DWL
E
E
EA
E.J.
E.I.F.S.
EL
ELEC
ELEV
EMER
ENCL
ENG
E.P.D.M.
EQ
EQUIP
EST
E.W.C.
EXH
EXIST
EXP
EXT
F
FAB
F.F.
F.D.
FDN
F.E.
FIN
FL
FLASH
FLEX
FLG
FLOUR
F.O.P.
FR
FT
FTG
FUR
FUT
F.V.C.
G
GA
GALV
G.C.
GD
GKT
GL
G.M.U.
GR
GYP BD
GYP SHTG
H
H
H.B.
H.C.
HCP
HD
HDW
DEMOLISH, DEMOLITION
DEPRESS, DEPRESSED
DEPARTMENT
DETAIL
DIAMETER
DIAGONAL
DIMENSION
DEAD LOAD
DOWN
DITTO
DOOR
DOWN SPOUT
DRAWING
DOWEL
EAST
EACH
EXPANSION JOINT
EXTERIOR INSULATION
AND FINISH SYSTEM
ELEVATION
ELECTRIC, ELECTRICAL
ELEVATOR
EMERGENCY
ENCLOSE, ENCLOSURE
ENGINEER
ETHYLENE PROPYLENE
DIENE TERPOLYMER
EQUAL
EQUIPMENT
ESTIMATE
ELECTRIC WATER COOLER
EXHAUST
EXISTING
EXPANSION
EXTERIOR
FABRICATE, FABRICATION
FACE OF FRAME
FLOOR DRAIN
FOUNDATION
FIRE EXTINGUISHER
FINISH, FINISHED
FLOOR
FLASHING
FLEXIBLE
FLANGE
FLUORESCENT
FACE OF PANEL
FRAME, FRAMED, FRAMING
FOOT, FEET
FOOTING
FURRED, FURRING
FUTURE
FIRE VALVE CABINET
GAUGE
GALVANIZED
GENERAL CONTRACTOR
GRADE, GRADING
GASKET, GASKETED
GLASS, GLAZING
GLASS MASONRY UNIT
GRADE
GYPSUM BOARD
GYPSUM SHEATHING
HEIGHT
HOSE BIB
HOLLOW CORE
HANDICAP, HANDICAPPED
HEAD
HARDWARE
H CONT'
H.M.
HORIZ
H.P.
HR
HT
HTG
HVAC
H.W.
HWD
I
I.D.
I.F.
IN
INCL
INFO
INSUL
INT
I.S.
ISO
J
JAN
JST
JT
K
KIT
K.O.
L
L
LAB
LAM
LAV
LB
L.H.
LIB
LIN
L.L.
LOC
L.P.
LT
LTG
LTL
LVR
M
MATL
MAN
MAS
MAX
MECH
MED
MEMB
MFR
MIL
MIN
MISC
M.L.
M.R.
M.O.
MTD
MTL
MULL
N
N
N/A
N.I.C.
NO
NOM
N.T.S.
HOLLOW METAL
HORIZONTAL
HIGH POINT
HOUR
HEIGHT
HEATING
HEATING/VENTING
AIR CONDITIONING
HOT WATER
HARD WOOD
INSIDE DIAMETER
INSIDE FACE
INCH, INCHES
INCLUDE, INCLUDING
INFORMATION
INSULATION
INTERIOR
INSIDE
POLYISOCYANURATE
JANITOR
JOIST
JOINT
KITCHEN
KNOCK OUT
LENGTH
LABORATORY
LAMINATE, LAMINATED
LAVATORY
POUND, POUNDS
LEFT HAND
LIBRARY
LINEAR
LIVE LOAD
LOCATE, LOCATION
LOW POINT
LIGHT
LIGHTING
LINTEL
LOUVER
MATERIAL
MANUAL
MASONRY
MAXIMUM
MECHANICAL
MEDIUM
MEMBRANE
MANUFACTURER
MILLIMETERS
MINIMUM
MISCELLANEOUS
MATCH LINE
MOISTURE RESISTANT
MASONRY OPENING
MOUNTED
METAL
MULLION
NORTH
NOT APPLICABLE
NOT IN CONTRACT
NUMBER
NOMINAL
NOT TO SCALE
O
OA
O.C.
O.D.
O.F.
OFF
O.H.
OPNG
OPP
O.R.D.
OZ
P
PAR
PBD
P.C.
PERF
PERIM
PERP
PL
P.L.
PLAM
PLAS
PLBG
P.L.F.
PLWD
PNL
PNT
POL
POLY
PR
PRELIM
PREFAB
PREP
PRES
PROJ
PSF
PSI
PT
P.T.
P.T.D.
PTN
P.T.R.
PVC
Q
Q.T.
QTY
R
R
RAD
R.C.P.
R.D.
R.D.L.
REV
RECP
REF
REFL
REG
REINF
REM
REQD
R.H.
RM
R.O.
R.O.W.
R.P.
RR
R.P.M.
R.T.U.
R.W.C.
S
S
SCHED
SCTV
S.D.
SECT
OVERALL
ON CENTER, CENTERS
OUTSIDE DIAMETER
OUTSIDE FACE
OFFICE
OVER HEAD
OPENING
OPPOSITE
OVERFLOW ROOF DRAIN
OUNCE, OUNCES
PARALLEL
PARTICLE BOARD
PRECAST CONCRETE
PERFORATED
PERIMETER
PERPENDICULAR
PLATE
PROPERTY LINE
PLASTIC LAMINATE
PLASTER
PLUMBING
POUNDS PER LINEAL FEET
PLYWOOD
PANEL
PAINT
POLISH, POLISHED
POLYETHYLENE
PAIR
PRELIMINARY
PREFABRICATED
PREPARE, PREPARATION
PRESSURE
PROJECTION
POUND PER SQUARE FEET
POUND PER SQUARE INCH
POINT
POST TENSIONED
PAPER TOWEL DISPENSER
PARTITION
PAPER TOWEL RECEPTOR
POLYVINYL CHLORIDE
QUARRY TILE
QUANTITY
RISER, RISERS
RADIUS
REFLECTED CEILING PLAN
ROOF DRAIN
ROOF DRAIN LEADER
REVISED, REVISION
RECEPTACLE
REFERENCE
REFLECT, REFLECTED
REGISTER
REINFORCE, REINFORCING
REMOVE
REQUIRED
RIGHT HAND
ROOM
ROUGH OPENING
RIGHT OF WAY
RADIUS POINT
RAILROAD
REVOLUTION PER MINUTE
ROOF TOP UNIT
RAINWATER CONDUCTOR
SOUTH
SCHEDULE
SECURITY CAMERA TELEVISION
SOAP DISPENSER
SECTION
S CONT'
S.F.
SGL
SHT
SHTG
S.I.
S.I.P.
SIM
S.L.
SLNT
S.O.G.
SP
SPA
SPEC
S.P.R.
SQ
S&R
S.S.
STD
STA
STL
STOR
STRUCT
SUSP
S.Y.
SYM
T
T
TEL
TERM
TEMP
TEMPR
TERR
T.F.E.
T&G
THK
THRU
T.L.
T.P.D.
T.S.
T.S.E.
TV
TYP
U
U.L.
UNEXC
UNFIN
U.N.O.
UR
UTIL
V
VAPB
V.B.
V.C.T.
VERT
VEST
V.T.
V.W.C.
W
W
W
W/
W
W
WD
WDW
WHTR
W/O
WP
W.P.
W.R.
WT
W.W.F.
Y
YD
YR
SQUARE FOOT, FEET
SINGLE
SHEET
SHEATHING
SQUARE INCH, INCHES
STRUCTURAL INSULATED PANEL
SIMILAR
SNOW LOAD
SEALANT
SLAB ON GRADE
STANDPIPE
SPACE, SPACES
SPECIFICATION
SINGLE PLY ROOFING
SQUARE
SHELF AND ROD
STAINLESS STEEL
STANDARD
STATION
STEEL
STORAGE
STRUCTURAL
SUSPEND, SUSPENDED
SQUARE YARDS
SYMMETRICAL
MATERIALS
DRAWING NUMBER
DRAWING NAME
1
MAIN LEVEL FLOOR PLAN -WEST
SCALE: 1/4" = 1'-0"
DRAWING SCALE
GRAPHIC SCALE
0
1
2
4
8
VAPOR BARRIER
VINYL BASE
VINYL COMPOSITION TILE
VERTICAL
VESTIBULE
VINYL TILE
VINYL WALL COVERING
WEST
WIDTH
WITH
WOOD
WINDOW
WATER HEATER
WITHOUT
WATERPROOFING
WORKING POINT
WASTE RECEPTACLE
WEIGHT
WELDED WIRE FABRIC
YARD
YEAR
5
A6
CONCRETE
CONCRETE
MASONRY
UNITS
CAST STONE
PLASTER/
GYPSUM
DRAWING NUMBER
SHEET NUMBER
RIGID
INSULATION
DETAIL TARGETS
FINISH WOOD
DRAWING NUMBER
SHEET NUMBER
DRAWING NUMBER
SHEET NUMBER
EXTERIOR ELEVATION TARGET
1
A3.1
12
A17
WOOD
FRAMING
STONE/ SLATE
DRAWING NUMBER
SHEET NUMBER
STEEL
INTERIOR ELEVATION TARGET
1
4 2
3
DRAWING NUMBER
SHEET NUMBER
A3.1
GLASS AND
MIRROR
(ELEVATION)
PLYWOOD
REVISION CLOUD
REVISED AREA CLOUDED
FLOOR ELEVATION
TOP OF SUBFLOOR
114'-0"
DESCRIPTION OF WORKING POINT
BUILDING OR DATUM ELEVATION
NORTH ARROW
2. The contractor shall verify all dimensions, elevations and site conditions
before starting work. Notify the owner immediately in writing of any
discrepancies or modifications prior to proceeding with work.
3. Do not scale dimensions from these plans, sections or details.
EARTH
LOOSE FILL
14
A4
1. Notes and details on the architectural drawings take precedence over
these standard architectural notes. Typical details shall be used whenever
applicable. Refer to the specifications for information not covered by these
notes or drawings.
BRICK
LENGTH IN FEET
SECTION TARGET
3
A4
TREAD
TELEPHONE
TERMINATE, TERMINAL
TEMPORARY
TEMPERATURE
TERRAZZO
TOP OF FOOTING ELEVATION
TONGUE AND GROOVE
THICK
THROUGH
TOTAL LOAD
TOILET PAPER DISPENSER
TUBE STEEL
TOP OF STEEL ELEVATION
TELEVISION
TYPICAL
UNDERWRITERS LABORATORY
UNEXCAVATED
UNFINISHED
UNLESS NOTED OTHERWISE
URINAL
UTILITY
GENERAL NOTES
DRAWING TITLE
NORTH
A
A.B.
ABV
AC
A/C
ACT
ADDL
ADJ
ADMIN
A.F.F.
AGG
ALT
ALUM
ANCH
A.P.
APPD
APPROX
ARCH
AUTO
AVG
&
@
B
BD
BEL
BEV
BIT
BLK
BLDG
BM
B.O.
BOT
BRG
BRK
BSMT
B.S.
B.T.U.
BTWN
C
CAB
CAP
CER
C.F.
C.G.
CHAN
CIR
C.I.P.
CIRC
C.J.
CK
CLG
CLO
CLR
CLS
C.M.U.
C.O.
COL
CONC
CONN
CONST
CONT
CONTR
COORD
CPT
CS
CSMT
C.T.
CTR
C.W.
C.Y.
D
D
DBL
DEG
BATT INSULATION
4. Any omissions or conflicts between the various elements of the
drawings and/or specifications shall be brought to the attention of the
owner and resolved before proceeding with any work involved.
DRAWING INDEX
A1 - COVER SHEET
A2 - SITE PLAN
A3 - EXISTING/ DEMO LOWER LEVEL PLAN
A4 - EXISTING/ DEMO MAIN LEVEL PLAN
A5 - EXISTING/ DEMO UPPER LEVEL PLAN
A6 - EXISTING EXTERIOR ELEVATIONS
A7 - FOUNDATION PLAN
A8 - MAIN LEVEL FLOOR PLAN
A9 - UPPER LEVEL FLOOR PLAN
A10 - BUILDING SECTIONS
A11 - EXTERIOR ELEVATIONS
A12 - MAIN LEVEL FRAMING PLAN
A13 - UPPER LEVEL FRAMING PLAN
A14 - ROOF FRAMING PLAN
DRAWING NOTES
Darin Botts Architectural drafting & Imagery L.L.C. is an architectural drafting and consulting company committed to thorough and quality documentation
based on knowledge, experience, statements and instructions. There are times, however that others will provide on-site consulting, supervise and control
construction with different knowledge, experience and instructions involved in this project; therefore, there cannot be any warranty, express or implied,
with respect to the content or use of this plan, including but not limited to any warranty of merchantability or fitness of construction, durability, function,
safety, or hazards pre- or post construction, or any liability for any errors or omissions due to incorrect information shown on this print. Use of this print
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LOCATION
EXISTING GARAGE
PROJECT DATA
75.71'
IRON
EXISTING FENCE
IRON
REMOVE EXISTING
CONC. PATIO
SIDE YARD SETBACK
REAR YARD
SETBACK
FRONT YARD SETBACK
EXISTING FLAGSTONE WALK
NEW 4'X4' CONC.
PAD
ELEC. METER
EXISTING FRONT
STOOP
REMOVE EXISTING
PORCH
EXISTING HOME
EXISTING
CONC.
WALK
EXISTING HOME
PROPOSED
ADDITION
GAS VALVE/
METER
52.90'
52.96'
PROPOSED
ATTACHED
GARAGE
AC CONDENSER
REMOVE EXISTING
DETACHED GARAGE
SIDE YARD SETBACK
(CORNER LOT)
IRON
NEW CONC.
DRIVEWAY INFILL
EXISTING CONC.
DRIVEWAY
REMOVED
IRON
76.0'
EXISTING FENCE
NEW CURB CUT
WEST 42ND STREET
NORTH
VINCENT AVENUE SOUTH
GATE
1
EXISTING CURB CUT
SITE PLAN
0
2
4
8
16
RETAINING WALL
7'-8"
25'-10 1/4"
EXISTING WALLS TO REMAIN
-SHOWN SHADED.
1'-2"
EXISTING STAIR
EXISTING ELECTRIC
METER AND PANEL
LOCATION
UP
4'-1"
EXISTING CONCRETE
ABOVE
EXISTING FRONT
PORCH FOUNDATION
REMOVE EXISTING FOUNDATION
-SHOWN DASHED
EXISTING
MECHANICAL
FLUE
23'-1 1/2"
EXISTING GAS
METER AND VALVE
LOCATION
EXISTING GARAGE
FOUNDATION
8'-0"
REMOVE EXISTING
FOUNDATION
-SHOWN DASHED
EXISTING REAR
PORCH FOUNDATION
3'-4"
8'-0 1/2"
EXISTING
BASEMENT
3
A6
FIELD VERIFY ALL CONDITIONS,
MATERIALS AND DIMENSIONS PRIOR
TO CONSTRUCTION
5'-2 1/2"
EXISTING WALLS TO REMAIN
-SHOWN SHADED.
10'-4 3/4"
NORTH
25'-5 1/2"
1
7'-10 3/4"
EXISTING FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
0
1
2
4
8
14'-1"
22'-0"
22'-0"
12'-9 1/2"
10'-8"
REMOVE EXISTING FOUNDATION
-SHOWN DASHED
4
A6
7'-8"
25'-10 1/4"
EXISTING FLAGSTONE
WALKWAY TO REMAIN
EXISTING STAIR
EXISTING WALLS TO REMAIN
-SHOWN SHADED.
EXISTING DOOR AND
OPENING TO REMAIN
1'-2"
REMOVE EXISTING CONCRETE
PARTITION AND SIDEWALK
REMOVE EXISTING FOUNDATION,
WALLS, CEILING AND ROOF -SHOWN
DASHED
VERIFY EXISTING
FRAMING NEEDED TO
SUPPORT BEAM LOAD
5 1/2"
3'-2"
4 3/4"
10'-0 1/4"
CONTRACTOR TO VERIFY STRUCTURE
(JOIST BEARING/ DIRECTION) PRIOR TO
DEMO & PROVIDE ADEQUATE
TEMPORARY STRUCTURAL SUPPORT.
EXISTING
REAR PORCH
11'-2 1/2"
EXISTING
DINING ROOM
VERIFY EXTENT
OF FINISHES
REMOVAL IN
DINING ROOM
WITH OWNER
EXISTING WALLS TO REMAIN
-SHOWN SHADED.
FIELD VERIFY ALL CONDITIONS,
MATERIALS AND DIMENSIONS PRIOR
TO CONSTRUCTION
VERIFY EXISTING FRAMING NEEDED
TO SUPPORT BEAM LOAD
REMOVE EXISTING FOUNDATION,
WALLS, CEILING AND ROOF
-SHOWN DASHED
EXISTING WINDOW
TO REMAIN
3
A6
23'-1 1/2"
EXISTING GARAGE
1'-3 1/4"
8'-0 1/2"
6'-1 1/2"
2'-6 1/2"
EXISTING
LIVING ROOM
2
A6
8'-0"
14'-11 1/4"
NORTH
1
A6
VERIFY EXTENT
OF FINISHES
REMOVAL IN
KITCHEN WITH
OWNER
1'-3 1/4"
12'-9 1/2"
EXISTING
MECHANICAL
FLUE
EXISTING
FRONT PORCH
22'-0"
EXISTING CONCRETE
STOOP TO REMAIN
5'-8 5/16"
EXISTING STAIR
STRUCTURE TO REMAIN
1
10'-0"
2'-11"
7'-10 3/4"
EXISTING MAIN LEVEL FLOOR PLAN
SCALE: 1/4" = 1'-0"
0
1
2
4
8
14'-1"
22'-0"
EXISTING
KITCHEN
9'-6 1/2"
DOWN
4'-1"
3'-8 1/2"
UP
VERIFY EXISTING
FRAMING NEEDED TO
SUPPORT BEAM LOAD
4
A6
25'-10 1/4"
EXISTING STAIR
EXISTING
CLOSET TO
REMAIN
EXISTING BATHROOM
DOWN
EXISTING STAIR
STRUCTURE TO REMAIN
EXISTING FIXTURES
TO REMAIN
5'-4 3/4"
EXISTING
BEDROOM #1
EXISTING WINDOW,
TRIM TO BE REMOVED
EXISTING
MECHANICAL
FLUE
2'-11"
EXISTING WINDOW
TO REMAIN
22'-0"
6'-10"
EXISTING
CLOSET TO
REMAIN
OWNER TO VERIFY LOCATION/
EXTENTS OF REMOVED FINISHES
(TRIM, FLOORING, ETC.).
EXISTING CEILING AND
ROOF STRUCTURE TO BE
REMOVED -SEE SECTIONS
REMOVE EXISTING
FRONT PORCH ROOF
STRUCTURE
EXISTING
BEDROOM #3
EXISTING
BEDROOM #2
1
A6
13'-4"
EXISTING WINDOW
TO REMAIN
VERIFY EXTENT
OF FINISHES
REMOVAL IN
BEDROOM WITH
OWNER
EXISTING
CLOSET TO
REMAIN
EXISTING WINDOW
TO REMAIN
CONTRACTOR TO VERIFY STRUCTURE
(JOIST BEARING/ DIRECTION) PRIOR TO
DEMO & PROVIDE ADEQUATE
TEMPORARY STRUCTURAL SUPPORT.
EXISTING WINDOW TO
REMAIN -VERIFY EGRESS
REQUIREMENTS
EXISTING WALLS TO REMAIN
-SHOWN SHADED.
3
A6
EXISTING GARAGE TO BE
REMOVED
FIELD VERIFY ALL CONDITIONS,
MATERIALS AND DIMENSIONS PRIOR
TO CONSTRUCTION
EXISTING REAR PORCH
ROOF TO BE REMOVED
NORTH
2
A6
1
EXISTING UPPER LEVEL FLOOR PLAN
SCALE: 1/4" = 1'-0"
0
1
2
4
8
EXISTING ROOF STRUCTURE TO
BE REMOVED
EXISTING ROOF STRUCTURE TO
BE REMOVED
UPPER LEVEL CEILING
117'-8"
EXISTING FASCIA AND SOFFIT TO
BE REMOVED
EXISTING BUILDING TO REMAIN
EXISTING CORNER TRIM TO
REMAIN
EXISTING FASCIA AND SOFFIT TO
BE REMOVED
EXISTING BUILDING TO REMAIN
EXISTING CORNER TRIM TO
REMAIN
EXISTING ROOF STRUCTURE TO
BE REMOVED
UPPER
LEVEL FLOOR
109'-8"
EXISTING STUCCO FINISH TO
REMAIN
EXISTING STUCCO FINISH TO
REMAIN
MAIN LEVEL CEILING
109'-0"
EXISTING TRIM TO REMAIN
EXISTING 8" ALUMINUM LAP
SIDING TO REMAIN
EXISTING TRIM TO REMAIN
EXISTING 8" ALUMINUM LAP
SIDING TO REMAIN
FIELD VERIFY ALL CONDITIONS,
MATERIALS AND DIMENSIONS PRIOR
TO CONSTRUCTION
REMOVE EXISTING FOUNDATION,
WALLS, CEILING AND ROOF
-SHOWN DASHED
MAIN LEVEL FLOOR
100'-0"
1
EXISTING ELEVATION -EAST
2
0
SCALE: 1/4" = 1'-0"
1
2
4
8
EXISTING ELEVATION -SOUTH
SCALE: 1/4" = 1'-0"
0
1
2
4
8
EXISTING ROOF STRUCTURE TO
BE REMOVED
EXISTING ROOF STRUCTURE TO
BE REMOVED
UPPER LEVEL CEILING
117'-8"
8'-0"
EXISTING CEILING
STRUCTURE AND FINISH
TO BE REMOVED
VERIFY ALL DIMENSIONS
AND CONSTRUCTION
MATERIALS
EXISTING FASCIA AND SOFFIT TO
BE REMOVED
EXISTING WALL FRAMING,
INTERIOR AND EXTERIOR FINISH
TO REMAIN -SHOWN SHADED
EXISTING ROOF STRUCTURE TO
BE REMOVED
8"
REMOVE EXISTING
FOUNDATION, WALLS, CEILING
AND ROOF -SHOWN DASHED
UPPER
LEVEL FLOOR
109'-8"
MAIN LEVEL CEILING
109'-0"
9'-0"
FIELD VERIFY ALL CONDITIONS,
MATERIALS AND DIMENSIONS PRIOR
TO CONSTRUCTION
MAIN LEVEL FLOOR
100'-0"
3 EXISTING WALL SECTION
SCALE: 1/4" = 1'-0"
4 EXISTING ELEVATION -NORTH
SCALE: 1/4" = 1'-0"
0
1
2
4
8
7'-8"
25'-10 1/4"
27'-1 3/4"
11'-6"
1'-4"
6"
2"
1'-2"
1'-0"
EXISTING STAIR
20" WIDE x 10" DEEP CONCRETE FOOTING
-STEP AT GRADE SLOPE AS REQUIRED
(4) 12" COURSES CMU
(2) 8" COURSE CMU
EXISTING WALLS TO REMAIN
-SHOWN SHADED.
EXISTING ELECTRIC
METER AND PANEL
LOCATION
UP
2'-8"
EXISTING CONCRETE
ABOVE
(12) 12" COURSES CMU
POUR CONCRETE SLAB
THROUGH DOOR OPENING
EXISTING
MECHANICAL
FLUE
UNEXCAVATED
EXISTING
BASEMENT
NEW BASEMENT
1
A10
EXISTING GAS
METER AND VALVE
LOCATION
8'-0 1/2"
SLOPE FLOOR TO
O.H. DOOR
OPENING
POUR CONCRETE SLAB
THROUGH NEW OPENING
26'-0"
EXISTING FRONT
PORCH FOUNDATION
22'-0"
12'-9 1/2"
VERIFY SOIL COMPACTION/ DENSITY
FOR FOOTING BEARING CAPACITY
VERIFY BEARING WALL HEIGHT WITH
EXISTING CONDITIONS PRIOR TO
SETTING FOOTINGS
(10) 12" COURSES CMU
(2) 8" COURSE CMU
6"
(4) 8" COURSES CMU
(2) 6" COURSE CMU
(12) 12" COURSES CMU
8"
4"
1'-0"
1'-0"
2"
FIELD VERIFY ALL CONDITIONS,
MATERIALS AND DIMENSIONS PRIOR
TO CONSTRUCTION
24" WIDE x 10" DEEP CONCRETE FOOTING
-STEP AT GRADE SLOPE AS REQUIRED
25'-4 1/4"
3'-7 3/4"
12'-0"
2.
NORTH
REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS OF
WALLS, OPENINGS, AND ADDITIONAL DETAILS OR SECTIONS.
-DRAIN TILE VENTING
-FLOOR DRAIN LOCATIONS
-WATER SUPPLY AND WASTE LOCATIONS
-UNDER-SLAB PLUMBING
-SLAB RECESS
-PITCHED SLAB CONDITIONS
-CONTROL JOINTS
ALL COLUMNS FOOTINGS ARE CENTERED ON COLUMNS AND
INTERIOR WALL FOOTINGS ARE CENTERED BENEATH
BEARING WALL.S.
1
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
0
1
2
POUR CONCRETE SLAB
THROUGH O.H. DOOR OPENING
9'-0"
15'-7 3/4"
FOUNDATION NOTES
1.
2" 6"
(4) 8" COURSES CMU
6"
4'-0"
EXISTING WALLS TO REMAIN
-SHOWN SHADED.
4
8
3'-0"
3
A11
7'-8"
25'-10 1/4"
27'-1 3/4"
2'-1 3/4"
9'-4 1/4"
1'-10 1/4"
3'-0"
4'-6"
4" THICK 4'X4'
CONCRETE SLAB
TREATED WOOD
STEPS
EXISTING STAIR
REF.
SHELF & ROD
GARAGE
SINK
8"
1-1/2" STUDS W/ GYP. BD.
EACH SIDE AT BACK SIDE
OF ISLAND CABINETS
KNEE SPACE
8"
2'-7"
2'-0 3/4"
2-8x6-8
2'-6 3/4"
POWDER
2'-1 3/4"
5'-7"
5/8" GYP. BD. (FIRE-TAPED)
WITHIN ALL GARAGE WALLS
AND CEILING
3'-9 1/4"
2
A11
26'-0"
8"
22'-0"
EXISTING
LIVING ROOM
WRAP WALL
END WITH
FINISH
SELECTED BY
OWNER
SLOPE FLOOR TO
O.H. DOOR
OPENING
2'-6 3/8"
12'-9 1/2"
-8
x6
2-6
WRAP WALL END WITH
FINISH SELECTED BY
OWNER
CONTINUE WRAP ACROSS
OPENING WITH FINISH
SELECTED BY OWNER
PANTRY
2-6x6-8
10'-1 3/4"
3'-6 3/8"
ING
EXISTING
EXISTING
FRONT PORCH
VERIFY CABINET AND
COUNTERTOP MATERIAL/ FINISH
SELECTION W/ OWNER
GARAGE WALL INSULATION
-VERIFY WITH OWNER
REAR ENTRY
3'-0 7/8"
IST
EX
EXISTING
RANGE -VERIFY
TYPE W/ OWNER
EXISTING
KITCHEN
2'-11 5/8"
PANTRY SHELF
CONFIGURATION
SELECTED BY OWNER
D.W.
2-8x6-8
2-0x6-8
DOWN
SINK
4'-6 1/8"
UP
EXISTING
1'-2"
DH2460
CONTINUE WRAP ACROSS
OPENING WITH FINISH
SELECTED BY OWNER
1
A10
8'-0 1/2"
EXISTING
DINING ROOM
4
A11
FAMILY ROOM
COORDINATE FLOOR
TRANSITION/ MATERIAL
SELECTION WITH OWNER
5/8" GYP. BD.
(FIRE-TAPED) @ ALL
GARAGE WALLS AND
CEILING
4'-0"
ALIGN INTERIOR FINISH
WITH EXISTING (OUTSIDE
FACE OF) WALL
9'-0" WIDE x 7'-0" HIGH OVERHEAD DOOR
WITH TORSION SPRING -STYLE TO BE
SELECTED BY OWNER
FIELD VERIFY ALL CONDITIONS,
MATERIALS AND DIMENSIONS PRIOR
TO CONSTRUCTION
DH2060
PW3660 DH2060
6'-0"
8'-0"
14'-11 1/4"
3'-7 3/4"
2'-5"
12'-0"
15'-7 3/4"
27'-7 3/4"
WINDOW NOTES
2.
3.
4.
5.
6.
JAMBS TO BE FACTORY ATTACHED SOLID WOOD 6-13/16"
DEEP (VERIFY WITH WALL CONSTRUCTION).
UNIT SIZES SHOWN ARE NOMINAL. ACTUAL WINDOW SIZES
MAY VARY SLIGHTLY.
ALL ROUGH OPENINGS TO BE SUPPLIED AND VERIFIED BY
WINDOW SUPPLIER PRIOR TO START OF FRAMING.
WINDOWS TO BE PROVIDED WITH REMOVABLE INSECT
SCREENS ON ALL OPERABLE WINDOW UNITS.
WINDOWS TO BE INSTALLED PER 'MINNESOTA LATH AND
PLASTER BUREAU' STANDARDS AND RECOMMENDATIONS.
WINDOW MANUFACTURER TO VERIFY EGRESS AND
TEMPERED GLASS REQUIREMENTS WITH LOCAL CODES AND
REQUIREMENTS.
EXTERIOR WALL CONSTRUCTION: 2X6 STUDS AT 1'-4" O.C.
WITH SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE -SEE
STRUCTURAL PLANS.
2. INTERIOR WALL CONSTRUCTION: 2X4 STUDS AT 1'-4" O.C.
WITH SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE U.N.O.
3. WALLS MARKED AS '2X6' SHALL BE 2X6 STUDS TO ALLOW
FOR PLUMBING CHASE AND/OR POCKET DOOR FRAMES.
4. WALLS MARKED AS 'AC' SHALL BE FILLED ACOUSTICAL
FIBERGLASS BATT INSULATION.
5. PROVIDE ACCESS PANELS FOR PLUMBING ON WALLS
CONTAINING PLUMBING FIXTURE CONNECTIONS.
6. PROVIDE SOLID WOOD BLOCKING IN WALLS THAT CARRY
CABINETRY OR OTHER APPLIED LOADS.
7. SEE STRUCTURAL PLANS FOR FRAMING SIZES, LOCATIONS
AND DETAILS.
8. DIMENSIONS AT EXTERIOR WALLS ARE TAKEN AT FACE OF
STUD/CONCRETE WALL (U.N.O.). INTERIOR PARTITIONS ARE
TAKEN AT CENTERLINE OF STUDS (U.N.O.).
9. DOORS ARE TO BE LOCATED 4" FROM INSIDE CORNER OF
ADJOINING WALL/ PARTITION (U.N.O.).
10. SEE BUILDING SECTIONS AND INTERIOR ELEVATIONS FOR
SOFFIT HEIGHTS
1
A11
1.
NORTH
1.
FLOOR PLAN NOTES
1
MAIN LEVEL FLOOR PLAN
SCALE: 1/4" = 1'-0"
0
1
2
9'-0"
4
8
3'-0"
3
A11
25'-10 1/4"
27'-1 3/4"
6'-2 5/8"
12'-1 7/8"
1'-10"
1'-8 5/8"
8'-9 1/4"
8'-9 1/4"
EXISTING STAIR
DH2454
SINK
CLOSET ROD & SHELF
SINK
BATHTUB
COORDINATE FLOOR TRANSITION/
MATERIAL SELECTION WITH OWNER
ALIGN NEW WALL WITH
EXISTING WALL
ING
IST
EX
G
TIN
HALL
2-6x6-8
CLOSET SHELVES
-VERIFY W/ OWNER
ALIGN NEW WALL
WITH EXISTING WALL
4-0x6-8 BI-FOLD
4'-6 5/8"
4'-11 1/4"
7'-6 1/4"
CLOSET ROD & SHELF
2'-6 1/8"
COFFERED CEILING -VERIFY
SHAPE WITH OWNER
6'-4 1/2"
2'-11 1/2"
EXISTING WINDOW
TO REMAIN
OWNER CLOSET
2-6x6-8
2-8x6-8
2'-3 7/8"
1'-11 1/8"
EXISTING
BEDROOM #1
VERIFY DIMENSION
WITH OWNERS TUB
SELECTION
INFILL WINDOW
OPENING
EXISTING
EXISTING
VERIFY CABINET AND C-TOP
MATERIAL/ FINISH W/ OWNER
11 1/8"
EXISTING BATHROOM
ATTIC ACCESS
7'-6 1/4"
OWNER BATH
DOWN
22'-0"
STACKING
W/D
DH2442
DH3054
LAUNDRY
EXISTING
CLOSET TO
REMAIN
3'-8 1/2"
EXISTING
DH2454
2
A11
2-6x6-8
EXISTING WINDOW TO
REMAIN -VERIFY EGRESS
REQUIREMENTS
EXISTING
EXISTING WALLS TO REMAIN
-SHOWN SHADED.
4
A10
BEDROOM #4
FIELD VERIFY ALL CONDITIONS,
MATERIALS AND DIMENSIONS PRIOR
TO CONSTRUCTION
DH3054
DH3054
6'-0"
4'-1"
12'-6"
2.
3.
4.
5.
6.
JAMBS TO BE FACTORY ATTACHED SOLID WOOD 6-13/16"
DEEP (VERIFY WITH WALL CONSTRUCTION).
UNIT SIZES SHOWN ARE NOMINAL. ACTUAL WINDOW SIZES
MAY VARY SLIGHTLY.
ALL ROUGH OPENINGS TO BE SUPPLIED AND VERIFIED BY
WINDOW SUPPLIER PRIOR TO START OF FRAMING.
WINDOWS TO BE PROVIDED WITH REMOVABLE INSECT
SCREENS ON ALL OPERABLE WINDOW UNITS.
WINDOWS TO BE INSTALLED PER 'MINNESOTA LATH AND
PLASTER BUREAU' STANDARDS AND RECOMMENDATIONS.
WINDOW MANUFACTURER TO VERIFY EGRESS AND
TEMPERED GLASS REQUIREMENTS WITH LOCAL CODES AND
REQUIREMENTS.
EXTERIOR WALL CONSTRUCTION: 2X6 STUDS AT 1'-4" O.C.
WITH SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE -SEE
STRUCTURAL PLANS.
2. INTERIOR WALL CONSTRUCTION: 2X4 STUDS AT 1'-4" O.C.
WITH SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE U.N.O.
3. WALLS MARKED AS '2X6' SHALL BE 2X6 STUDS TO ALLOW
FOR PLUMBING CHASE AND/OR POCKET DOOR FRAMES.
4. WALLS MARKED AS 'AC' SHALL BE FILLED ACOUSTICAL
FIBERGLASS BATT INSULATION.
5. PROVIDE ACCESS PANELS FOR PLUMBING ON WALLS
CONTAINING PLUMBING FIXTURE CONNECTIONS.
6. PROVIDE SOLID WOOD BLOCKING IN WALLS THAT CARRY
CABINETRY OR OTHER APPLIED LOADS.
7. SEE STRUCTURAL PLANS FOR FRAMING SIZES, LOCATIONS
AND DETAILS.
8. DIMENSIONS AT EXTERIOR WALLS ARE TAKEN AT FACE OF
STUD/CONCRETE WALL (U.N.O.). INTERIOR PARTITIONS ARE
TAKEN AT CENTERLINE OF STUDS (U.N.O.).
9. DOORS ARE TO BE LOCATED 4" FROM INSIDE CORNER OF
ADJOINING WALL/ PARTITION (U.N.O.).
10. SEE BUILDING SECTIONS AND INTERIOR ELEVATIONS FOR
SOFFIT HEIGHTS
1
A11
1.
NORTH
1.
FLOOR PLAN NOTES
1
UPPER LEVEL FLOOR PLAN
SCALE: 1/4" = 1'-0"
0
1
2
DH4654
3'-6"
3'-6"
15'-1 3/4"
27'-7 3/4"
WINDOW NOTES
26'-0"
DH3054
4
8
DH3054
18'-5 3/4"
2'-5"
ALIGN NEW WALL WITH
EXISTING WALL
EXISTING
CLOSET TO
REMAIN
3'-3"
EXISTING WINDOW
TO REMAIN
OWNER BEDROOM
DH3054
SLOPED CEILING
-SEE SECTION
3'-9 1/8"
4'-0"
4
A11
9 1/2"
5-0x6-8 BI-FOLD
7'-5 3/8"
12'-3 1/4"
EXISTING
BEDROOM #3
EXISTING
BEDROOM #2
CLOSET ROD & SHELF
11'-2 1/2"
EXISTING FRONT
PORCH TO REMAIN
EXISTING CLOSET
TO REMAIN
2-6x6-8
EXISTING WINDOW
TO REMAIN
2-6x6-8
IS
EX
1
A10
12
2x4 LOOK-OUTS @ 12" O.C.
8
COMPOSITE ROOF SHINGLES, 15# ROOFING
FELT, 7/16" OSB SHEATHING W/ H-CLIPS,
PRE-ENGINEERED ROOF TRUSS,
1'-0"
DROPPED GABLE
END TRUSS
VENTILATION CHUTES @ EA
TRUSS SPACE
OPTIONAL COFFERED CEILING
-VERIFY WITH OWNER
TOP OF
EXISTING WALL FRAMING
VERIFY
2
A10
UPPER LEVEL CEILING
117'-8"
PRE-FINISHED FASCIA
VERIFY
CLAD -COLOR BY OWNER
CEILING FRAMING INFILL
(PERPENDICULAR TO TRUSSES) @ 12"
O.C.
EXISTING
BEDROOM #2
EXISTING
BEDROOM #3
BEDROOM #4
1x6 SUB-SOFFIT
PRE-FINISHED SOFFIT PANELS
-COLOR BY OWNER
2'-0"
PRE-ENGINEERED ROOF TRUSS, R38
FIBERGLASS INSULATION, 3 MIL. POLY
V.B., 5/8" GYP. BD.
EXTERIOR SIDING, TYVEK HOUSEWRAP, 7/16"
OSB SHEATHING, R19 FIBERGLASS BATT
INSUL., 2X6 STUDS, 3 MILL POLY V.B., 1/2"
GYP. BD.
OWNER BEDROOM
UPPER
LEVEL FLOOR
VERIFY 109'-8"
FLOOR FRAMING -SEE
FRAMING PLAN
MAIN LEVEL CEILING
109'-0"
VERIFY
EXISTING
LIVING ROOM
CONTRACTOR TO VERIFY STRUCTURE
(JOIST BEARING/ DIRECTION) PRIOR TO
DEMO & PROVIDE ADEQUATE
TEMPORARY STRUCTURAL SUPPORT.
EXISTING
DINING ROOM
3/4" THICK T&G PLYWOOD SUBFLOOR,
2X8 FLOOR JOISTS W/ BRIDGING
FAMILY ROOM
GARAGE
FIBERGLASS INSUL.
2x8 RIM JOIST
TREATED 2x4 SILL PLATE
3-1/2" CONCRETE SLAB
LEDGER BOARD
HVAC CONTRACTOR TO PROVIDE
ADEQUATE WARM-AIR VENTILATION
TO CRAWL SPACE AS REQUIRED
3-1/2" CONCRETE SLAB
4" GRAVEL FILL
1
BUILDING SECTION
0
SCALE: 1/4" = 1'-0"
1
2
4
VERIFY SLAB HEIGHT
W/ SITE GRADING
PLAN (UNDER
SEPARATE COVER)
FIELD VERIFY ALL CONDITIONS,
MATERIALS AND DIMENSIONS PRIOR
TO CONSTRUCTION
TREATED 2x4 SILL
PLATE
GRADE
MAIN LEVEL FLOOR
100'-0"
HEADER -SEE FRAMING PLANS
9'-7 1/2"
EXISTING STRUCTURE TO REMAIN
-SHOWN SHADED.
EXTERIOR SIDING, TYVEK HOUSEWRAP, 7/16"
OSB SHEATHING, 2X6 STUDS, 1/2" GYP. BD.
1'-4"
FLOOR FRAMING -SEE
FRAMING PLAN
3/4" PLYWOOD SUB-FLOOR, FLOOR
FRAMING, R38 FIBERGLASS INSULATION,
3 MIL. POLY V.B., 5/8" GYP. BD.
12" CMU FOUNDATION WALL
-SEE PLAN
CONCRETE FLOORING -SEE
PLAN
VERIFY BEARING WALL HEIGHT WITH
EXISTING CONDITIONS PRIOR TO
SETTING FOOTINGS
8
FIELD VERIFY BEARING WALL HEIGHT
AND TRUSS HEEL CONDITION PRIOR
TO ORDERING
UPPER LEVEL CEILING
VERIFY 117'-8"
HEEL HEIGHT -COORDINATE WITH ROOF
TRUSSES @ REPLACEMENT ROOF
TRUSSES
TOP OF EXISTING WALL FRAMING
VERIFY
VERIFY
3
VERIFY INTERIOR CEILING
SLOPE WITH CONTRACTOR
PRIOR TO TRUSS
FABRICATION
ROOF SHEATHING
PRE-ENGINEERED ROOF TRUSS
A10
BEARING @ NEW
VERIFY
BEARING @ NEW
VERIFY
BEARING @ EXISTING
VERIFY
BEARING @ EXISTING
VERIFY
2'-0"
2 NEW TRUSS DETAIL
SCALE: 1/4" = 1'-0"
SEE DETAIL 1/A10 FOR SIM NOTES
FIELD VERIFY ALL CONDITIONS,
MATERIALS AND DIMENSIONS PRIOR
TO CONSTRUCTION
2'-0"
3 REPLACEMENT TRUSS DETAIL
SCALE: 1/4" = 1'-0"
4 PARTIAL BUILDING SECTION
SCALE: 1/4" = 1'-0"
0
1
2
4
8
WINDOW NOTES
3.
4.
5.
6.
12
8
4" PRE-FINISHED LAP SIDING -VERIFY COLOR WITH OWNER
1x6 FASCIA WRAPPED W/ MATCHING CLAD
-VERIFY COLOR WITH OWNER
NEW SHINGLES -VERIFY
STYLE AND COLOR WITH
OWNER
1x4 EAVE TRIM WRAPPED W/
MATCHING CLAD -VERIFY COLOR
WITH OWNER
NEW FASCIA CLAD AND
SOFFIT -VERIFY STYLE AND
COLOR WITH OWNER
UPPER LEVEL CEILING
117'-8"
VERIFY
REMOVE EXISTING EAVE
TRIM AND REPLACE WITH
TRIM MATCHING NEW
CONSTRUCTION
EXISTING CORNER TRIM
TO REMAIN
NEW SHINGLES -VERIFY
STYLE AND COLOR WITH
OWNER
EXISTING STUCCO
TO REMAIN
EXISTING WINDOW
AND TRIM TO REMAIN
EXISTING TRIM/
BANDING TO REMAIN
NEW FASCIA CLAD AND
SOFFIT -VERIFY STYLE AND
COLOR WITH OWNER
2x8 EAVE TRIM W/1-1/2"x2-1/2" TRIM
CAP WRAPPED W/ MATCHING CLAD
-VERIFY COLOR WITH OWNER
MATCH EXISTING WINDOW HEIGHT
2.
JAMBS TO BE FACTORY ATTACHED SOLID WOOD 6-13/16"
DEEP (VERIFY WITH WALL CONSTRUCTION).
UNIT SIZES SHOWN ARE NOMINAL. ACTUAL WINDOW SIZES
MAY VARY SLIGHTLY.
ALL ROUGH OPENINGS TO BE SUPPLIED AND VERIFIED BY
WINDOW SUPPLIER PRIOR TO START OF FRAMING.
WINDOWS TO BE PROVIDED WITH REMOVABLE INSECT
SCREENS ON ALL OPERABLE WINDOW UNITS.
WINDOWS TO BE INSTALLED PER 'MINNESOTA LATH AND
PLASTER BUREAU' STANDARDS AND RECOMMENDATIONS.
WINDOW MANUFACTURER TO VERIFY EGRESS AND
TEMPERED GLASS REQUIREMENTS WITH LOCAL CODES AND
REQUIREMENTS.
UPPER
LEVEL FLOOR
VERIFY 109'-8"
MAIN LEVEL CEILING
109'-0"
VERIFY
PRE-FINISHED LAP SIDING TO
MATCH EXISTING -VERIFY ON
SITE
MATCH EXISTING WINDOW HEIGHT
1.
O.H. DOOR -VERIFY COLOR AND
STYLE WITH OWNER
WINDOW AND DOOR TRIM TO
MATCH EXISTING -VERIFY ON
SITE
FRAME OPENING BASED ON HEIGHT
OF FINAL GARAGE ELEVATION
MAIN LEVEL FLOOR
100'-0"
EXISTING STEEL LAP
SIDING TO REMAIN
FIELD VERIFY ALL CONDITIONS,
MATERIALS AND DIMENSIONS PRIOR
TO CONSTRUCTION
GRADE -SEE SITE SURVEY FOR
DRAINAGE (UNDER SEPARATE
COVER)
1
EXTERIOR ELEVATION -SOUTH
SCALE: 1/4" = 1'-0"
ROOF VENTS AS
REQUIRED
0
1
2
4
8
ROOF VENTS AS
REQUIRED
FIELD VERIFY ROOF
SLOPE AT FRONT
PORCH TO 'FALL'
BELOW WINDOW SILL
2 EXTERIOR ELEVATION -EAST
SCALE: 1/8" = 1'-0"
3 EXTERIOR ELEVATION -NORTH
SCALE: 1/8" = 1'-0"
4 EXTERIOR ELEVATION -WEST
SCALE: 1/8" = 1'-0"
3
A11
7'-8"
25'-10 1/4"
27'-1 3/4"
11'-6"
ATTACH TO EXISTING
RIM W/ 1 2" DIA THROUGH
BOLTS @ 16" O.C.
EXISTING FRONT
PORCH FOUNDATION
COORDINATE JOIST SPACING WITH
PLUMBING FIXTURES ABOVE
2x8 LEDGER JOIST
VERIFY EXISTING BEARING
WALL/ POST FOR LOADS
APPLIED ABOVE
3-1/2" THICK CONCRETE SLAB-ON-GRADE
WITH REINFORCING
JOIST HANGER AT
EACH JOIST
22'-0"
UNEXCAVATED
2
A11
(2) 1-3/4"x9-1/2" LVL
HEADER
EXISTING
BASEMENT
NEW BASEMENT
26'-0"
(3) 2X4 POST
RIM JOIST
2x8 JOISTS AT 16" O.C.
3
A4
(3) 2X4 POST
4
A11
4'-0"
VERIFY EXISTING BEARING
WALL/ POST FOR LOADS
APPLIED ABOVE
FIELD VERIFY ALL CONDITIONS,
MATERIALS AND DIMENSIONS PRIOR
TO CONSTRUCTION
25'-4 1/4"
12'-0"
FLOOR FRAMING NOTES
2.
3.
REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS OF
WALLS, OPENINGS, AND ADDITIONAL DETAILS OR SECTIONS.
VERIFY ALL BEAM AND COLUMN DIMENSIONS WITH
ARCHITECTURAL PLANS.
ALL FLOOR SHEATHING TO BE GLUED AND NAILED TO THE
FLOOR JOISTS.
COLUMNS SHOWN ON THE PLAN MUST BE CONTINUED
THROUGH EACH FLOOR LEVEL TO THE FOUNDATION.
1
A11
NORTH
1.
15'-7 3/4"
1
MAIN LEVEL FRAMING PLAN
SCALE: 1/4" = 1'-0"
0
1
2
4
8
25'-10 1/4"
27'-1 3/4"
2'-1 3/4"
9'-4 1/4"
1'-10 1/4"
VERIFY BEARING WALL HEIGHT
FROM EXISTING TO NEW
3'-0"
4'-6"
(2) 2x10
HEADER
DROP GARAGE BEARING WALL TO
ACCEPT DEEPER FRAMING
(2) 2x10 HEADER
(2) 2x10 HEADER
ENSURE SOLID POST
BEARING AT EXISTING WALL
EXISTING 2x8
JOISTS AT 16" O.C.
RIDGE
PREENG.
ROOF
TRUSS
22'-0"
(3) 2X4 STUD
FRAMING POST
RIM JOIST
(5) 2X4 STUD
FRAMING POST
JOIST HANGER AT
EACH JOIST
(3) 7-1/4"x1-3/4" LVL
FLUSH BEAM W/ 3"
BEARING (MIN) AT
EACH END
EXISTING
2x8 JOISTS
AT 16" O.C.
(2) 2x10 HEADER
(3) 7-1/4"x1-3/4"
LVL FLUSH
BEAM W/ 3"
BEARING (MIN)
AT EACH END
(2) 11-7/8"x1-3/4" LVL
BEAM W/ 3" BEARING
(MIN) AT EACH END
(3) 2X4 STUD
FRAMING POST
EXISTING 2x8 JOISTS AT 16" O.C.
COORDINATE JOIST SPACING WITH
PLUMBING FIXTURES ABOVE
2x8 JOISTS AT 16" O.C.
26'-0"
2x4 LOOK-OUTS @
12" O.C.
DROPPED GABLE
END TRUSS
11-7/8" DEEP I-JOISTS AT 16" O.C.
3
A4
JOIST HANGER AT
EACH JOIST
(2) 11-7/8"x1-3/4" LVL
BEAM W/ 3" BEARING
(MIN) AT EACH END
ENSURE SOLID POST BEARING
AT EXISTING WALL
(3) 2X4 STUD
FRAMING POST
4'-0"
VERIFY BEARING
WALL HEIGHT FROM
EXISTING TO NEW
FIELD VERIFY ALL CONDITIONS,
MATERIALS AND DIMENSIONS PRIOR
TO CONSTRUCTION
(2) 2x10 HEADER
(2) 1-3/4"x9-1/2" LVL HEADER
6'-0"
8'-0"
14'-11 1/4"
3'-7 3/4"
2'-5"
12'-0"
15'-7 3/4"
27'-7 3/4"
2.
3.
REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS OF
WALLS, OPENINGS, AND ADDITIONAL DETAILS OR SECTIONS.
VERIFY ALL BEAM AND COLUMN DIMENSIONS WITH
ARCHITECTURAL PLANS.
ALL FLOOR SHEATHING TO BE GLUED AND NAILED TO THE
FLOOR JOISTS.
COLUMNS SHOWN ON THE PLAN MUST BE CONTINUED
THROUGH EACH FLOOR LEVEL TO THE FOUNDATION.
NORTH
FLOOR FRAMING NOTES
1.
1
UPPER LEVEL FRAMING PLAN
SCALE: 1/4" = 1'-0"
0
1
2
9'-0"
4
8
3'-0"
25'-10 1/4"
27'-1 3/4"
5'-2 5/8"
12'-1 7/8"
9'-9 1/4"
1'-4"
1x6 SUB-FASCIA
1x6 SUB-FASCIA
2x4 LOOK-OUTS @ 12" O.C.
DROPPED GABLE
END TRUSS
(2) 2x10 HEADER
2x4 LOOK-OUTS @ 12" O.C.
(2) 2x10 HEADER
DROPPED GABLE END TRUSS
(2) 2x10 HEADER
VA
7'-6 1/4"
ATTIC ACCESS
LL
RIDGE
GIRDER TRUSS
COFFERED CEILING -VERIFY
SHAPE WITH OWNER
RIDGE
22'-0"
2'-11 1/2"
EY
26'-0"
(2) 2x10 HEADER
VA
LL
E
PREENG.
ROOF
TRUSS
18'-5 3/4"
Y
12'-3 1/4"
PRE- ENG. ROOF TRUSS
3'-3"
4'-0"
(2) 2x10 HEADER
1x6 SUB-FASCIA
FIELD VERIFY ALL CONDITIONS,
MATERIALS AND DIMENSIONS PRIOR
TO CONSTRUCTION
(2) 2x10 HEADER
1x6 SUB-FASCIA
(2) 2x10 HEADER
12'-6"
15'-1 3/4"
27'-7 3/4"
1.
2.
3.
4.
REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS OF
WALLS, OPENINGS, AND ADDITIONAL DETAILS OR SECTIONS.
VERIFY ALL GIRDER TRUSS AND COLUMN LOCATIONS WITH
TRUSS MANUFACTURER BEFORE CONSTRUCTION.
ROOF SHEATHING SHALL BE 1/2" APA RATED SHEATHING.
ATTACH TO ROOF TRUSSES WITH 10d NAILS AT 4" O.C. AT
PANEL EDGES, 6" O.C. IN PANEL FIELD.
WOOD TRUSS BOTTOM CHORDS SHALL BE BRACED PER
MANUFACTURER RECOMMENDATIONS.
NORTH
ROOF FRAMING NOTES
1
ROOF FRAMING PLAN
SCALE: 1/4" = 1'-0"
0
1
2
4
8
DROPPED GABLE END TRUSS
2x4 LOOK-OUTS @ 12" O.C.
3
A4