c for silvestri group · silvestri group craftsman model design documents...

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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

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LOWER LEVEL PLAN


Phone: 614.864.9999 - Fax: 614.864.9990


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


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

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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

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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.


Phone: 614.864.9999 - Fax: 614.864.9990


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


PREPARED FOR:

SILVESTRIGROUP

CRAFTSMANMODEL

DESIGN DOCUMENTS

PRELIM

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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


DANIEL

L.

KEISER

11548

FLOOR PLAN NOTES

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Phone: 614.864.9999 - Fax: 614.864.9990


1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

STRUCTURAL LEGEND

STEEL COLUMN


POINT LOAD LOCATION




LOAD BEARING WALL

STEEL BEAM



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".


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.


PREPARED FOR:

SILVESTRIGROUP

CRAFTSMANMODEL

DESIGN DOCUMENTS

PRELIM

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RY

NO

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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


DANIEL

L.

KEISER

11548

FLOOR PLAN NOTES

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Phone: 614.864.9999 - Fax: 614.864.9990


1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

STRUCTURAL LEGEND

STEEL COLUMN


POINT LOAD LOCATION




LOAD BEARING WALL

STEEL BEAM



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".


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.


PREPARED FOR:

SILVESTRIGROUP

CRAFTSMANMODEL

DESIGN DOCUMENTS

PRELIM

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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


DANIEL

L.

KEISER

11548

ROOF PLAN NOTES

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1.

2.

3.

4.

5.

6.

7.

8.

9.


Phone: 614.864.9999 - Fax: 614.864.9990


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


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


POINT LOAD LOCATION




LOAD BEARING WALL

STEEL BEAM




PREPARED FOR:

SILVESTRIGROUP

CRAFTSMANMODEL

DESIGN DOCUMENTS

PRELIM

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RY

NO

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CO

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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

"


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"


WINDOW HEAD


6’-10" A.F.F.

JOIST BEARING


WINDOW HEAD

6’-10" A.F.F.

EL = 110’-1 1/8"

SHEET NUMBER


DANIEL

L.

KEISER

11548

C

02.25.2015

20

15

Kei

ser

Des

ign

Gro

up

, In

c.


Phone: 614.864.9999 - Fax: 614.864.9990



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



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


6’-10" A.F.F.

JOIST BEARING


WINDOW HEAD

6’-10" A.F.F.

EL = 110’-1 1/8"


FINISH FIRST FLOOR

JOIST BEARING

EL = 100’-0"

EL = 99’-9 7/8"


WINDOW HEAD


6’-10" A.F.F.

JOIST BEARING


WINDOW HEAD

6’-10" A.F.F.

EL = 110’-1 1/8"

SHEET NUMBER


DANIEL

L.

KEISER

11548

C

02.25.2015

20

15

Kei

ser

Des

ign

Gro

up

, In

c.


Phone: 614.864.9999 - Fax: 614.864.9990



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

c for silvestri group · silvestri group craftsman model design documents...

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