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TRANSCRIPT
C2
01
5 K
eise
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esig
n G
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p, In
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LOWER LEVEL PLAN
Keiser Design Group800 Cross Pointe - Gahanna, OH 43230
Phone: 614.864.9999 - Fax: 614.864.9990
www.keiserdesigngroup.com
SHEET NUMBER
A0-0COVER SHEET
DRAWING INDEXFIRST FLOOR PLAN ROOF PLAN
ANY CHANGES TO THESE DRAWINGS MUST BE REPORTED TO KEISER
DESIGN GROUP, INC. IMMEDIATELY IN WRITING. KEISER DESIGN GROUP,
INC ASSUMES NO RESPONSIBILITY FOR CHANGES TO THE DRAWINGS THAT
ARE NOT REPORTED TO THE ARCHITECT.
KEISER DESIGN GROUP PROJECT # 2015-130
KDG PROJECT # 2015-130
DANIEL L. KEISER, LICENSE #11548 EXPIRATION DATE: 12/31/2015
DANIEL
L.
KEISER
11548
02.25.2015
SCALE: N.T.S.
SECOND FLOOR PLAN (OPTION 1)
FOR
SILVESTRI GROUP
COVER SHEET
LOWER LEVEL PLAN
FIRST FLOOR PLAN
SECOND FLOOR PLAN
ROOF PLAN
EXTERIOR ELEVATIONS
EXTERIOR ELEVATIONS
WALL SECTIONS
STAIR SECTION / WALL BRACING
METHOD CS-PF
GENERAL NOTES / STRUCTURAL NOTES /
LIGHT AND VENT SCHEDULE
LOWER LEVEL ELECTRICAL PLAN
FIRST FLOOR ELECTRICAL PLAN
SECOND FLOOR ELECTRICAL PLAN
LOWER LEVEL MECHANICAL PLAN
FIRST FLOOR MECHANICAL PLAN
SECOND FLOOR MECHANICAL PLAN
A0-0
A1-0
A1-1
A1-2
A1-3
A2-1
A2-2
A3-1
A3-2
A4-1
E1-0
E1-1
E1-2
M1-0
M1-1
M1-2
THE CRAFTSMAN MODEL
DESIGN DOCUMENTS
PRELIM
INA
RY
NO
T F
OR
CO
NSTRU
CTIO
N
C2
01
5 K
eise
r D
esig
n G
rou
p, In
c.
LOWER LEVEL PLAN
Keiser Design Group800 Cross Pointe - Gahanna, OH 43230
Phone: 614.864.9999 - Fax: 614.864.9990
www.keiserdesigngroup.com
SHEET NUMBER
A0-0COVER SHEET
DRAWING INDEXFIRST FLOOR PLAN ROOF PLAN
ANY CHANGES TO THESE DRAWINGS MUST BE REPORTED TO KEISER
DESIGN GROUP, INC. IMMEDIATELY IN WRITING. KEISER DESIGN GROUP,
INC ASSUMES NO RESPONSIBILITY FOR CHANGES TO THE DRAWINGS THAT
ARE NOT REPORTED TO THE ARCHITECT.
KEISER DESIGN GROUP PROJECT # 2015-130
KDG PROJECT # 2015-130
DANIEL L. KEISER, LICENSE #11548 EXPIRATION DATE: 12/31/2015
DANIEL
L.
KEISER
11548
02.25.2015
SCALE: N.T.S.
SECOND FLOOR PLAN (OPTION 1)
FOR
SILVESTRI GROUP
COVER SHEET
LOWER LEVEL PLAN
FIRST FLOOR PLAN
SECOND FLOOR PLAN
ROOF PLAN
EXTERIOR ELEVATIONS
EXTERIOR ELEVATIONS
WALL SECTIONS
STAIR SECTION / WALL BRACING
METHOD CS-PF
GENERAL NOTES / STRUCTURAL NOTES /
LIGHT AND VENT SCHEDULE
LOWER LEVEL ELECTRICAL PLAN
FIRST FLOOR ELECTRICAL PLAN
SECOND FLOOR ELECTRICAL PLAN
LOWER LEVEL MECHANICAL PLAN
FIRST FLOOR MECHANICAL PLAN
SECOND FLOOR MECHANICAL PLAN
A0-0
A1-0
A1-1
A1-2
A1-3
A2-1
A2-2
A3-1
A3-2
A4-1
E1-0
E1-1
E1-2
M1-0
M1-1
M1-2
THE CRAFTSMAN MODEL
DESIGN DOCUMENTS
PRELIM
INA
RY
NO
T F
OR
CO
NSTRU
CTIO
N
1 LOWER LEVEL PLANSCALE: 1/4" = 1’-0"
LOWER LEVEL PLAN A1-0
47
’-0
"
57’-8"
2
A2-1
2
A2-2
1
A2-1
1
A2-2UP8R
UP7R
UNEXCAVATED
UNEXCAVATED
OPTIONALFINISHED
2868
BATH RI
2868
2868
UNFINISHED
SHEET NUMBER
# DATE ISSUED WITH / CHANGE DESCRIPTION
DANIEL
L.
KEISER
11548
FOUNDATION NOTES
C
02.25.2015
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ALL 8" FOUNDATION WALLS SHALL HAVE A MINIMUM 16" x 8"
CONTINUOUS POURED CONCRETE FOOTING.
ALL 12" FOUNDATION WALLS SHALL HAVE A MINIMUM 20" x 8"
CONTINUOUS POURED CONCRETE FOOTING.
REFER TO STRUCTURAL NOTES SHEET FOR GENERAL STRUCTURE
INFORMATION
STEEL DIA. PIPE SIZES TO BE:
3" DIA. = .216 (OUTSIDE DIA. = 3.5") & 4" DIA. = .237 (OUTSIDE DIA. = 4.5")
BUILDER TO VERIFY THAT ALL STRUCTURAL LOADS TRANSFER TO
FOUNDATION.
CEILING HEIGHTS IN BASEMENTS SHALL NOT BE LESS THAN 7’-6" CLEAR,
EXCEPT UNDER BEAMS, DUCTS OR OTHER OBSTRUCTIONS WHERE THE
CLEAR HEIGHT SHALL BE 6’-8" MINIMUM.
ALL PREFABRICATED CONCRETE LINTELS AT FOOTING LEVEL CHANGES
SHALL HAVE 8" MINIMUM BEARING AT EACH END.
WINDOW WELLS WITH A VERTICAL DEPTH OF 44" SHALL BE EQUIPPED
WITH A PERMANENTLY AFIXED LADDER OR STEPS USABLE WITH THE
WINDOWS IN THE FULLY OPEN POSITION. LADDER OR RUNGS SHALL
HAVE AN INSIDE WIDTH OF AT LEAST 3" FROM THE WALL AND SHALL
BE SPACED NOT MORE THAN 18" O.C. VERTICALLY FOR THE FULL
HEIGHT OF THE WINDOW WELL.
1.
2.
3.
4.
5.
6.
7.
8.
Keiser Design Group800 Cross Pointe - Gahanna, OH 43230
Phone: 614.864.9999 - Fax: 614.864.9990
www.keiserdesigngroup.com
STRUCTURAL LEGEND
STEEL COLUMN
CONCRETE FOOTER, 12" DEEP (SEE PLAN FOR SIZE)
POINT LOAD LOCATION
DIRECTION OF ROOF PITCH
HEADER / BEAM / DBL JOIST (SEE PLAN FOR SIZE)
SEE SHEET A4-1 FOR STRUCTURAL NOTES
LOAD BEARING WALL
FOUNDATION WALL REINFORCING
STEEL BEAM
SCALE: 1/2" = 1’-0"
GIRDER TRUSS / SITE BUILT TRUSS (SEE PLAN)
TRUSS / JOIST / RAFTER INDICATOR
#4 DOWELS @ 24" O.C. OR 4"x4" CONTINUOUS KEYWAY TO TIE WALL INTO FOUNDATION. NOT REQUIRED IF FLOOR SLAB IS POURED TIGHT TO WALL
RE
INF
OR
CIN
G
8’-0"
9’-0"
10’-0"
NONENONE
NONE
#5 @ 24" O.C.
#6 @ 32" O.C.
#6 @ 16" O.C.
#6 @ 40" O.C.
#6 @ 24" O.C. #6 @ 32" O.C.
WALL THICKNESS
NONE
CONCRETE = f’c MIN.= 3,000 PSIREINFORCING fy MIN. = 60,000 PSIMAXIMUM EQUIVALENT SOIL PRESSURE = 55 PSF
FOUNDATION WALL DESIGN - POURED WALLS
WALL MAX
HEIGHT
7’-0" NONE NONE
8" WALL 10" WALL 12" WALL
HORIZONTAL REINFORCING:WALLS LESS THAN OR EQUAL TO 8’-0" IN HEIGHT REQUIRE (1) #4 BAR WITHIN 12" OF TOP OF WALL AND AT MID HEIGHT. FOR WALLS GREATER THAN 8’-0", PROVIDE (1) #4 BAR WITHIN 12" OF TOP OF WALL AND AT THIRD POINTS OF THE WALL.
1/2" DIA. ANCHOR BOLTS @6’-0" O.C. MAX. OR PER DWGS.
MIN
.
DRAIN TILE, SEE WALL SECTIONS
PL
AN
S
GRADE
HE
IGH
T O
F W
AL
L
SE
E6"
1 1/2" CLEAR
WALL THICKNESS
FREE DRAINING GRANULAR FILL
VERT. REINFORCING PER CHART
HORIZONTAL REINFORCINGPER CHART
KDG PROJECT # 2015-130
PREPARED FOR:
SILVESTRIGROUP
CRAFTSMANMODEL
DESIGN DOCUMENTS
PRELIM
INA
RY
NO
T F
OR
CO
NSTRU
CTIO
N
1,459 S.F.1 FIRST FLOOR PLANSCALE: 1/4" = 1’-0"
FIRST FLOOR PLAN A1-1
2
A2-1
2
A2-2
1
A2-1
1
A2-2
UP11R
DN8R
STUDY13’-0" x 12’-5"
PORCH
GARAGE
21’-4" x 34’-4"
KITCHEN
DINETTE
FAMILY
PANTRY
REFOVEN
DW
R&S
CL
60" BI-PASS
POWDER
MUD ROOM/LAUNDRY
W
D
3068
L L L
19’-8" x 18’-5"
2868
21068
2668
3068
15’-0" x 11’-2"
SHELVES
2668
2668
6068 SLIDER
15’-0" x 15’-9"
SHEET NUMBER
# DATE ISSUED WITH / CHANGE DESCRIPTION
DANIEL
L.
KEISER
11548
FLOOR PLAN NOTES
C
02.25.2015
20
15
Kei
ser
Des
ign
Gro
up
, In
c.
Keiser Design Group800 Cross Pointe - Gahanna, OH 43230
Phone: 614.864.9999 - Fax: 614.864.9990
www.keiserdesigngroup.com
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
STRUCTURAL LEGEND
STEEL COLUMN
CONCRETE FOOTER, 12" DEEP (SEE PLAN FOR SIZE)
POINT LOAD LOCATION
DIRECTION OF ROOF PITCH
HEADER / BEAM / DBL JOIST (SEE PLAN FOR SIZE)
SEE SHEET A4-1 FOR STRUCTURAL NOTES
LOAD BEARING WALL
STEEL BEAM
GIRDER TRUSS / SITE BUILT TRUSS (SEE PLAN)
TRUSS / JOIST / RAFTER INDICATOR
ALL DOORS SHALL BE 6" FROM ADJACENT WALL UNLESS NOTED
OTHERWISE. CLOSET DOORS TO BE CENTERED IN CLOSET U.N.O.
ALL EXTERIOR AND INTERIOR STUD WALLS TO BE 2x4 STUDS @ 16" O.C.
U.N.O. ALL DIMENSIONS TO INTERIOR WALLS ARE TO FACE OF STUD.
DIMENSIONS TO EXTERIOR WALLS ARE TO FACE OF SHEATHING
A READILY ACCESSIBLE ATTIC ACCESS FRAMED OPENING NOT LESS
THAN 22" x 30" SHALL BE PROVIDED TO ANY ATTIC AREA HAVING A
CLEAR HEIGHT OVER 30".
REFER TO STRUCTURAL NOTES SHEET FOR GENERAL STRUCTURE
INFORMATION
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL
APPLICABLE NATIONAL, STATE AND LOCAL CODES AND REGULATIONS.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE
BEFORE BEGINNING CONSTRUCTION. ANY DISCREPANCIES SHALL BE
REPORTED IMMEDIATELY TO KEISER DESIGN GROUP IN WRITING FOR
JUSTIFICATION AND/OR CORRECTION BEFORE PROCEEDING WITH WORK.
CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE
NOT REPORTED.
ALL DIMENSIONS SHALL BE READ OR CALCULATED AND NEVER SCALED.
CONTRACTOR SHALL ENSURE COMPATIBILITY OF THE BUILDING WITH ALL
SITE REQUIREMENTS.
ALL WOOD, CONCRETE, AND STEEL MEMBERS SHALL MEET OR EXCEED
ALL NATIONAL, STATE, AND LOCAL
BUILDING CODES WHERE APPLICABLE.
ALL WOOD IN LOCATIONS SUBJECT TO TERMITE DECAY SHALL BE
PRESSURE TREATED (CCA) OR BE OF AN APPROVED DECAY RESISTANT
SPECIES. THIS INCLUDES, BUT IS NOT LIMITED TO, ALL EXTERIOR DECKS,
SILLS AND SLEEPERS ON CONCRETE OR MASONRY, OR IN DIRECT
CONTACT WITH GROUND.
WALL STUDS SHALL BE ONE PIECE FULL HEIGHT. PROVIDE A MINIMUM OF
2 STUDS AT EACH SIDE OF ALL OPENINGS.
ALL BEDROOM WINDOWS SHALL MEET CODE REQUIREMENTS FOR
EGRESS. EGRESS CLEAR OPENINGS SHALL BE A MINIMUM OF 5.7 SQ. FT.
WITH A MINIMUM CLEAR OPENING HEIGHT OF 24" AND A MINIMUM CLEAR
OPENING WIDTH OF 20". SILL HEIGHT SHALL NOT EXCEED 44" ABOVE THE
FINISH FLOOR.
ALL ANGLED WALLS ARE 45 DEGREES U.N.O.
KDG PROJECT # 2015-130
PREPARED FOR:
SILVESTRIGROUP
CRAFTSMANMODEL
DESIGN DOCUMENTS
PRELIM
INA
RY
NO
T F
OR
CO
NSTRU
CTIO
N
1,600 S.F.1SCALE: 1/4" = 1’-0" A1-2
SECOND FLOOR PLAN
SECOND FLOOR PLAN
2
A2-1
2
A2-2
1
A2-1
1
A2-2
BEDROOM12’-6" x 11’-6"
BEDROOM12’-4" x 12’-0"
OPEN BELOW
BEDROOM
12’-0" x 12’-8"
MASTER BATH
BATH
BATH
R&
S
2668 2668
2668
48"x48"PAN
W.I.C.
R&S
2668
LINEN36"x36"
PAN
2668
2668
2268
2668
2068 B
I-F
OL
D
LIN
EN
26682668
2668
2668
R&
S
2668
BONUS ROOM
15’-8" x 12’-2"DN7R
DN11R
UP7R
BE
NC
H
CL
CL
R&
S
R&
S
R&
S
6’-8" WALL HEIGHT
6’-8" WALL HEIGHT
8’-0" CEILING
8’-0" CEILING
2668
2668
W.I.C.
9’-0" CEILING
11’-0" CEILING
MASTER BEDROOM15’-4" x 18’-7"
SHEET NUMBER
# DATE ISSUED WITH / CHANGE DESCRIPTION
DANIEL
L.
KEISER
11548
FLOOR PLAN NOTES
C
02.25.2015
20
15
Kei
ser
Des
ign
Gro
up
, In
c.
Keiser Design Group800 Cross Pointe - Gahanna, OH 43230
Phone: 614.864.9999 - Fax: 614.864.9990
www.keiserdesigngroup.com
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
STRUCTURAL LEGEND
STEEL COLUMN
CONCRETE FOOTER, 12" DEEP (SEE PLAN FOR SIZE)
POINT LOAD LOCATION
DIRECTION OF ROOF PITCH
HEADER / BEAM / DBL JOIST (SEE PLAN FOR SIZE)
SEE SHEET A4-1 FOR STRUCTURAL NOTES
LOAD BEARING WALL
STEEL BEAM
GIRDER TRUSS / SITE BUILT TRUSS (SEE PLAN)
TRUSS / JOIST / RAFTER INDICATOR
ALL DOORS SHALL BE 6" FROM ADJACENT WALL UNLESS NOTED
OTHERWISE. CLOSET DOORS TO BE CENTERED IN CLOSET U.N.O.
ALL EXTERIOR AND INTERIOR STUD WALLS TO BE 2x4 STUDS @ 16" O.C.
U.N.O. ALL DIMENSIONS TO INTERIOR WALLS ARE TO FACE OF STUD.
DIMENSIONS TO EXTERIOR WALLS ARE TO FACE OF SHEATHING
A READILY ACCESSIBLE ATTIC ACCESS FRAMED OPENING NOT LESS
THAN 22" x 30" SHALL BE PROVIDED TO ANY ATTIC AREA HAVING A
CLEAR HEIGHT OVER 30".
REFER TO STRUCTURAL NOTES SHEET FOR GENERAL STRUCTURE
INFORMATION
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL
APPLICABLE NATIONAL, STATE AND LOCAL CODES AND REGULATIONS.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE
BEFORE BEGINNING CONSTRUCTION. ANY DISCREPANCIES SHALL BE
REPORTED IMMEDIATELY TO KEISER DESIGN GROUP IN WRITING FOR
JUSTIFICATION AND/OR CORRECTION BEFORE PROCEEDING WITH WORK.
CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE
NOT REPORTED.
ALL DIMENSIONS SHALL BE READ OR CALCULATED AND NEVER SCALED.
CONTRACTOR SHALL ENSURE COMPATIBILITY OF THE BUILDING WITH ALL
SITE REQUIREMENTS.
ALL WOOD, CONCRETE, AND STEEL MEMBERS SHALL MEET OR EXCEED
ALL NATIONAL, STATE, AND LOCAL
BUILDING CODES WHERE APPLICABLE.
ALL WOOD IN LOCATIONS SUBJECT TO TERMITE DECAY SHALL BE
PRESSURE TREATED (CCA) OR BE OF AN APPROVED DECAY RESISTANT
SPECIES. THIS INCLUDES, BUT IS NOT LIMITED TO, ALL EXTERIOR DECKS,
SILLS AND SLEEPERS ON CONCRETE OR MASONRY, OR IN DIRECT
CONTACT WITH GROUND.
WALL STUDS SHALL BE ONE PIECE FULL HEIGHT. PROVIDE A MINIMUM OF
2 STUDS AT EACH SIDE OF ALL OPENINGS.
ALL BEDROOM WINDOWS SHALL MEET CODE REQUIREMENTS FOR
EGRESS. EGRESS CLEAR OPENINGS SHALL BE A MINIMUM OF 5.7 SQ. FT.
WITH A MINIMUM CLEAR OPENING HEIGHT OF 24" AND A MINIMUM CLEAR
OPENING WIDTH OF 20". SILL HEIGHT SHALL NOT EXCEED 44" ABOVE THE
FINISH FLOOR.
ALL ANGLED WALLS ARE 45 DEGREES U.N.O.
KDG PROJECT # 2015-130
PREPARED FOR:
SILVESTRIGROUP
CRAFTSMANMODEL
DESIGN DOCUMENTS
PRELIM
INA
RY
NO
T F
OR
CO
NSTRU
CTIO
N
1SCALE: 1/4" = 1’-0" A1-3
ROOF PLAN
ROOF PLAN
2
A2-1
2
A2-2
1
A2-1
1
A2-2
SHEET NUMBER
# DATE ISSUED WITH / CHANGE DESCRIPTION
DANIEL
L.
KEISER
11548
ROOF PLAN NOTES
C
02.25.2015
20
15
Kei
ser
Des
ign
Gro
up
, In
c.
1.
2.
3.
4.
5.
6.
7.
8.
9.
Keiser Design Group800 Cross Pointe - Gahanna, OH 43230
Phone: 614.864.9999 - Fax: 614.864.9990
www.keiserdesigngroup.com
CONTRACTOR TO DETERMINE NUMBER, SIZE AND LOCATION OF
DOWNSPOUTS PER APPLICABLE CODE(S) FOR PROPER ROOF DRAINAGE.
PROVIDE CRICKETS AS NECESSARY FOR PROPER WATER DRAINAGE
REFER TO STRUCTURAL NOTES SHEET FOR GENERAL STRUCTURE
INFORMATION
TRUSS MANUFACTURER TO ENSURE TRUSSES ARE DESIGNED SO THAT
FASCIA’S ALIGN PER EXTERIOR ELEVATIONS.
ALL RAFTERS SHALL BE NAILED TO CEILING JOISTS TO FORM A
CONTINUOUS TIE BETWEEN EXTERIOR WALLS WHERE JOISTS ARE
PARALLEL TO THE RAFTERS. WHERE NOT PARALLEL, RAFTERS SHALL
BE TIED WITH A RAFTER TIE, LOCATED AS NEAR THE PLATE AS PRACTICAL
RAFTER TIES SHALL NOT BE SPACED MORE THAN 4’-0" O.C.. RAFTERS
SHALL BE FRAMED TO RIDGE BOARD, OR TO EACH OTHER, WITH GUSSET
PLATES AS A TIE.
RIDGE BOARDS SHALL BE AT LEAST 1" NOMINAL THICKNESS AND NOT LESS
IN DEPTH THAN THE CUT END OF THE RAFTER. WHEN THE CUT END OF
THE RAFTER EXCEEDS 11 1/4" THE RIDGE BOARD SHALL BE CONSTRUCTED
OF A SOLID 2x12 WITH AN ADDITIONAL 2x (AS REQ’D) FURRED TO THE
BOTTOM EDGE OF THE 2x12.
VALLEY AND HIP RAFTERS SHALL NOT BE LESS THAN 2" NOMINAL
THICKNESS AND NOT LESS IN DEPTH THAN THE CUT ENDS OF THE
RAFTERS.
HIP AND VALLEY RAFTERS SHALL BE SUPPORTED AT THE RIDGE BY A
BRACE TO A SUPPORTING PARTITION WALL, OR BE DESIGNED TO CARRY/
DISTRIBUTE THE SPECIFIC LOAD AT THAT POINT.
FALSE CHIMNEYS, DORMERS, CUPOLAS, AND OTHER SIMILAR FEATURES,
SHOULD NOT BE FRAMED AS A BOX ON THE ROOF. THE BOX SHOULD BE
FRAMED DOWN INTO THE ROOF TO CEILING JOIST LEVEL AND
STRUCTURALLY TIED INTO THE ADJACENT RAFTERS AND CEILING JOISTS,
OR TRUSSES. THE EXTERIOR SHEATHING SHOULD EXTEND DOWN TO THIS
LEVEL OTHER THAN WHERE A METAL FLU NEEDS TO GO THROUGH FROM
THE FIREBOX.
STRUCTURAL LEGEND
STEEL COLUMN
CONCRETE FOOTER, 12" DEEP (SEE PLAN FOR SIZE)
POINT LOAD LOCATION
DIRECTION OF ROOF PITCH
HEADER / BEAM / DBL JOIST (SEE PLAN FOR SIZE)
SEE SHEET A4-1 FOR STRUCTURAL NOTES
LOAD BEARING WALL
STEEL BEAM
GIRDER TRUSS / SITE BUILT TRUSS (SEE PLAN)
TRUSS / JOIST / RAFTER INDICATOR
KDG PROJECT # 2015-130
PREPARED FOR:
SILVESTRIGROUP
CRAFTSMANMODEL
DESIGN DOCUMENTS
PRELIM
INA
RY
NO
T F
OR
CO
NSTRU
CTIO
N
1 FRONT ELEVATION
ELEVATION LEGEND
DIMENSIONAL SINGLES
SYNTHETIC STONE VENEER
HORIZONTAL SIDING
BOARD AND BATTEN SIDING
2 REAR ELEVATION
SCALE: 1/4" = 1’-0" A2-1EXTERIOR ELEVATIONS
GRADE, COORDINATE IN FIELD, TYP.
SYNTHETIC STONE WATER TABLE W/
STONE CAP TO BOTTOM OF WINDOW
10
"
GRADE, COORDINATE IN FIELD, TYP.
WINDOW
FALSE
SHUTTERS
WINDOW GRIDS
@ FRONT ONLY
WINDOW DETAIL
COLUMN DETAIL
8’-
6"
VE
RIF
Y I
N F
IEL
D
FINISH FIRST FLOOR
3 1
/2"
1x6 TRIM
1x4 TRIM
4’-0
"
10
"
FINISH FIRST FLOOR
JOIST BEARING
EL = 100’-0"
EL = 99’-9 7/8"
TOP OF BSMT. SLABEL = 88’-6 1/8"
WINDOW HEAD
TRUSS BEARINGEL = 119’-2 7/8"
6’-10" A.F.F.
JOIST BEARING
FINISH SECOND FLOOREL = 111’-1 3/4"
WINDOW HEAD
6’-10" A.F.F.
EL = 110’-1 1/8"
10
"
FINISH FIRST FLOOR
JOIST BEARING
EL = 100’-0"
EL = 99’-9 7/8"
TOP OF BSMT. SLABEL = 88’-6 1/8"
WINDOW HEAD
TRUSS BEARINGEL = 119’-2 7/8"
6’-10" A.F.F.
JOIST BEARING
FINISH SECOND FLOOREL = 111’-1 3/4"
WINDOW HEAD
6’-10" A.F.F.
EL = 110’-1 1/8"
SHEET NUMBER
# DATE ISSUED WITH / CHANGE DESCRIPTION
DANIEL
L.
KEISER
11548
C
02.25.2015
20
15
Kei
ser
Des
ign
Gro
up
, In
c.
Keiser Design Group800 Cross Pointe - Gahanna, OH 43230
Phone: 614.864.9999 - Fax: 614.864.9990
www.keiserdesigngroup.com
KDG PROJECT # 2015-130
PREPARED FOR:
SILVESTRIGROUP
CRAFTSMANMODEL
DESIGN DOCUMENTS
PRELIM
INA
RY
NO
T F
OR
CO
NSTRU
CTIO
N
1
2
SCALE: 1/4" = 1’-0" A2-2EXTERIOR ELEVATIONS
GRADE, COORDINATE IN FIELD, TYP.
GRADE, COORDINATE IN FIELD, TYP.
SYNTHETIC STONE WATER TABLE W/
STONE CAP TO BOTTOM OF WINDOW
LEFT ELEVATION
RIGHT ELEVATION
10
"
FINISH FIRST FLOOR
JOIST BEARING
EL = 100’-0"
EL = 99’-9 7/8"
WINDOW HEAD
TRUSS BEARINGEL = 119’-2 7/8"
6’-10" A.F.F.
JOIST BEARING
FINISH SECOND FLOOREL = 111’-1 3/4"
WINDOW HEAD
6’-10" A.F.F.
EL = 110’-1 1/8"
TOP OF BSMT. SLABEL = 88’-6 1/8"
FINISH FIRST FLOOR
JOIST BEARING
EL = 100’-0"
EL = 99’-9 7/8"
TOP OF BSMT. SLABEL = 88’-6 1/8"
WINDOW HEAD
TRUSS BEARINGEL = 119’-2 7/8"
6’-10" A.F.F.
JOIST BEARING
FINISH SECOND FLOOREL = 111’-1 3/4"
WINDOW HEAD
6’-10" A.F.F.
EL = 110’-1 1/8"
SHEET NUMBER
# DATE ISSUED WITH / CHANGE DESCRIPTION
DANIEL
L.
KEISER
11548
C
02.25.2015
20
15
Kei
ser
Des
ign
Gro
up
, In
c.
Keiser Design Group800 Cross Pointe - Gahanna, OH 43230
Phone: 614.864.9999 - Fax: 614.864.9990
www.keiserdesigngroup.com
KDG PROJECT # 2015-130
PREPARED FOR:
SILVESTRIGROUP
CRAFTSMANMODEL
DESIGN DOCUMENTS
PRELIM
INA
RY
NO
T F
OR
CO
NSTRU
CTIO
N
ELEVATION LEGEND
DIMENSIONAL SINGLES
SYNTHETIC STONE VENEER
HORIZONTAL SIDING
BOARD AND BATTEN SIDING
WINDOW
FALSE
SHUTTERS
WINDOW GRIDS
@ FRONT ONLY
WINDOW DETAIL
COLUMN DETAIL
8’-
6"
VE
RIF
Y I
N F
IEL
D
FINISH FIRST FLOOR
3 1
/2"
1x6 TRIM
1x4 TRIM