sp-1 - city of powell, ohio - official website · 4" concrete slab on compacted granular fill...
TRANSCRIPT
N 87°30'30" W200.00'
N 0
2°24
'00"
E10
0.00
'
S 87°30'30" E
200.00'
S 0
2°24
'00"
W10
0.00
'
24"6"10"
2,8"
8"
12"
X
X
POND
LIN
CO
LN S
TRE
ET
3' PRKG SBCK
5' BLDG SBCK
5' BLDG SBCK
25' B
LDG
SB
CK
15' P
RK
G S
BC
K
3' PRKG SBCK
20' B
LDG
SB
CK
15' P
RK
G S
BC
K
PR WALK
PROPOSED OFFICE BUILDING
PR WALK
PR TRASHCONTAINERW/ ENCLOSURE
WA
LK
PR
WA
LKR
/W
PARKING
P/L
P/L
P/L
13-Stella De Oro Daylily
1-Chinese or Lacebark Elm
1-Chinese or Lacebark Elm
1-Shadblow Serviceberry
14-Hick's Yew
1-Blue Boy Holly
1-Blue Boy Holly
1-Blue Girl Holly
1-Shadblow Serviceberry
annual flowers by ownerannual flowers by owner
bedline
bedline
bedline
bedline
bedline
3-Wintergreen Boxwood
7-Wintergreen Boxwood
13-Stella De Oro Daylily
23-Big Blue Lilyturf
1-Pink Flowering Dogwood4-Wintergreen Boxwood
43-Hick's Yew
1-Blue Boy Holly
3-Wintergreen Boxwood
6-Gro-Low Fragrant Sumac
4-Gro-Low Fragrant Sumac
SOD
SOD
SOD SOD
SOD
SOD
SOD
SOD
SIGN
JBA #:
PROJ
ECT:
1505
DRAWN BY:
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J. BURKART
SP-1SHEET:
Elite
Land
Title
Powe
ll, Oh
io 43
065
75 Li
ncoln
Stre
et
SCALE: 1"=10'
LANDSCAPE PLAN
CHECKED BY:
DATE:
J. BURKART
1.24.15
REVISIONS:
DRAWING PHASE:
SCHEMATIC
DESIGN DEVELOPMENT
BID SET
PERMIT SET
X CONSTRUCTION DOCUMENT
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LANDSCAPE PLANGENERAL NOTES
1. CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION, TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE AND/OR OWNER 72 HOURS PRIOR TO CONSTRUCTION.
2. EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING.
3. CONTRACTOR TO SATISFACTORY REPAIR ALL DAMAGES TO EXISTING CONDITIONS .
4. ALL PLANT MASSES AND HEDGES ARE TO BE CONTAINED WITHIN A BARK MULCH BED.
5. BED LINE TO BE NO LESS THAN 18" AND NO MORE THAN 24" FROM OUTER EDGE OF PLANT MATERIAL BRANCHING.
6. ALL SHRUBS TO BE A MINIMUM OF 4'-0" FROM PAVEMENT EDGE UNLESS SPECIFICALLY NOTED OTHERWISE.
7. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN LAWN AREAS.
8. FINE GRADE LAWN AREAS TO PROVIDE A SMOOTH AND CONTINUAL GRADE FREE OF IRREGULARITIES OR DEPRESSIONS.
9. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY THE CONSULTANT TO ADJUST TREE LOCATIONS.
10. MULCH TO BE TRIPLE PROCESSED HARDWOOD BARK MULCH. MULCH TO BE BROWN IN COLOR. SUBMIT SAMPLE TO CONSULTANT FOR FINAL APPROVAL.
S•Details®© version 2010
Plant Materials ListQuantity Common Name Botanical Name Size Root / Remarks
Deciduous Trees2 Chinese or Lacebark Elm Ulmus parvifolia 2.0" Cal. B&B
Ornamental Trees2 Shadblow Serviceberry Amelanchier canadensis 8' Multi-stem B&B1 Pink Flowering Dogwood Cornus florida var. rubra 2.0" Cal.. B&B
Evergreen Trees57 Hick's Yew Taxus x media 'Hicksii' 30" Ht. Cont.
Deciduous/Evergreen Shrubs3 Blue Boy Holly Ilex x meserveae 'Blue Boy' 24" Cont. 1 Blue Girl Holly Ilex x meserveae 'Blue Girl' 24" Cont.
17 Wintergreen Boxwood Buxus microphylla 'Wintergreen' 24" Cont. 10 Gro-Low Fragrant Sumac Rhus aromatica 'Gro-Low' 18" to 24" Sp. Cont.
Perennials26 Stella De Oro Daylily Hemoerocallis 'Stella De Oro' 1 Gal. Cont.
Notes: Plant material size refers to Height unless otherwise noted.
RUBBER HOSE & 12 GA. WIRE OR CHAIN LOCK ADJUSTABLE PVC STAKE STRAP
DRIVE STAKE 18" BEYOND TREE PIT BALL DIAMETER TO COMPLY WITH
MIN. GUIDELINES AS SET FORTH BY THE AMERICAN STANDARDS FOR NURSERY STOCK LATEST EDITION
NEVER CUT MAIN LEADER
TREE WRAP (FALL SEASON ONLY IN THOSE AREAS SUBJECT TO FREEZING TEMPERATURES)
REMOVE TOP 1/3 OF BURLAP & TWINE
MULCH FORMED IN CIRCULAR SAUCER
FINISH GRADE
PLANTING MIXTURE(EXCAVATED MATERIAL FROM TREE PIT IS NOT TO BE USED AS PART OF PLANTING MIXTURE WITHOUT WRITTEN PERMISSION OF THE CONSULTANT.)
SCARIFY 4" DEEPAND RECOMPACT
FIRM WELL PROPORTIONED BALL. CRACKED OR MUSHROOMED BALLS ARE NOT ACCEPTABLE
Copyright SITESPEC Handbook Version ll 1991
DETAIL: DECIDUOUS TREE STAKINGSCALE : NONE
12' 12'
2" X 2" WOOD STAKE
COVER TOP OF BALL WITHPLANTING MIXTURE. DO NOT COVER TRUNK
3"GENERAL NOTES:1.) PROVIDE MULCHED CIRCULAR SAUCER FOR INDIVIDUAL PLANTS.2.) PROVIDE FIRM WELL PROPORTIONED BALL. CRACKED OR MUSHROOMED BALLS ARE NOT ACCEPTABLE.3.) THE 1ST ORDER LATERAL ROOTS ARE TO BE PARTIALLY EXPOSED PRIOR TO DIGGING. DIG PLANTS SO THAT BURLAP RESTS ON NO MORE THAN 1" OF SOIL ABOVE 1ST ORDER LATERAL ROOTS.
EDGE
OF
PAVE
MENT
EDGE
OF
BED
12" MIN.
S•Details®©
12" MIN.
DETAIL: PERENNIAL PLANTINGSCALE: NONE
B18
NOTES1. PRIOR TO PLANTING PERENNIALS, THE BED IS TO BE SMOOTH
WITHOUT DIPS OR RIDGES. AFTER PLANTING THE PERENNIALS, RAKE THE BED SURFACE SMOOTH PRIOR TO MULCHING.
2. VERTICALLY CUT THE PERIMETER ROOTS AROUND THE CIRCUMFERENCE WITH A KNIFE FOR ALL CONTAINER ROOT BOUND PLANTS PRIOR TO PLANTING.
3. SPACE PLANTS PER PLAN.
8" THK. PRE-MIXED PLANTING SOIL
2" THK. MULCH
FINISH GRADE
REMOVE TOP 1/3OF BURLAP INCLUDING TWINE OF BALLED AND BURLAP PLANTS. REMOVECOMPLETE CONTAINER OR PEAT POT FOR CONTAINER GROWN OR POTTED PLANTS. SCARIFY PERIMETER ROOTS OF CONTAINER ROOT BOUND PLANTS.
EDGE
OF
PAVE
MENT
EDGE
OF
BED
MULCH
FINISH GRADE
4'-0" MIN. SPACING SEE PLAN
18" MIN.
6" MIN. 6" MIN.
GENERAL NOTES:1.) PROVIDE MULCHED CIRCULAR SAUCER FOR INDIVIDUAL PLANTS.2.) PROVIDE FIRM WELL PROPORTIONED BALL. CRACKED OR MUSHROOMED BALLS ARE NOT ACCEPTABLE.3.) THE 1ST ORDER LATERAL ROOTS ARE TO BE PARTIALLY EXPOSED PRIOR TO DIGGING. DIG PLANTS SO THAT BURLAP RESTS ON NO MORE THAN 1" OF SOIL ABOVE 1ST ORDER LATERAL ROOTS.
DETAIL: SHRUB PLANTINGSCALE : NONE
SPREAD18" MIN.
S•Details®©
SOIL BACKFILL
0
0
2.24.15
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# DATE ISSUED WITH: CHANGE DESCRIPTION
SBA STUDIOS PROJECT # 2014-391
PRELIMINARY
DATE: 02.23.2015
SHEET # / DESCRIPTION
ELITE LAND TITLE
NEW OFFICES
SCOTT D. BAKER, LICENSE #14654
EXPIRATION DATE 12/31/2015
SCOTT D.
BAKER
14654
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NBASEMENT PLAN
SCALE: 1/4" = 1'-0"
A1-0
1 BASEMENT PLAN
FOUNDATION CODED NOTES
1.
2.
3.
4.
5.
4" CONCRETE SLAB ON COMPACTED GRANULAR FILL AND VAPOR
BARRIER. PROVIDE SYNTHETIC FIBER REINFORCING.
8" CMU FOUNDATION WALL
16"x8" CONCRETE FOOTING W/ (2) #5 CONTINUOUS
SAWCUT CONTROL JOINT
HOLD DOWN CMU WALL THIS LOCATION, POUR SLAB THROUGH.
5'-0" 29'-4" 34'-6" 14'-2"
34
'-0
"2
'-0
"
83'-0"
5'-0" 29'-4" 22'-0" 12'-6" 14'-2"
3'-0
"3
'-0
"
3'-0
"3
'-0
"1
2'-0
"1
0'-0
"1
2'-0
"2
'-0
"
42
'-0
"
83'-0"
42
'-0
"
3'-0
"
26'-8"
1
A2-1
2
A2-1
2
A2-2
1
A2-2
14
'-8
"1
4'-8
"3
'-4
"
2'-0" 6'-4" 18'-4"
23
'-8
"3
'-4
"5
'-8
"
1
2
6'-4"
1
3
1
5
5
5
4
10
'-0
"
10'-0"
TYP
TY
P
3'-0
"
2015 S
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TU
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# DATE ISSUED WITH: CHANGE DESCRIPTION
SBA STUDIOS PROJECT # 2014-391
PRELIMINARY
DATE: 02.23.2015
SHEET # / DESCRIPTION
ELITE LAND TITLE
NEW OFFICES
SCOTT D. BAKER, LICENSE #14654
EXPIRATION DATE 12/31/2015
SCOTT D.
BAKER
14654
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2,787 S.F.
FLOOR PLAN
SCALE: 1/4" = 1'-0"
A1-1
1 FLOOR PLAN
BREAK ROOM
11'-0" x 14'-6"
MEN
WOMEN
RECEPTION
12'-10" x 12'-1"
EXEC. OFFICE
18'-0" x 13'-1"
OFFICE
11'-8" x 10'-1"
OFFICE
11'-7" x 12'-1"
OFFICE
11'-7" x 12'-1"
OFFICE
11'-8" x 12'-1"
MECH
10'-3" x 4'-11"
COPIER / FAX
15'-6" x 10'-2"
CONFERENCE
20'-0" x 13'-10"
SERVER
11'-0" x 5'-9"
WAITING
13'-6" x 12'-1"
HALL
ADMIN.
OFFICE
10'-9" x 12'-2"
EXEC. OFFICE
18'-0 x 13'-2"
CO
AT
S
COV ENTRY
CO
V E
NT
RY
ELEC PNL
ELEC METER
1
A2-1
2
A2-1
2
A2-2
1
A2-2
5'-0" 6'-8" 8'-0" 8'-0" 6'-8" 10'-6" 11'-6" 4'-6" 8'-0" 14'-2"
7"
1'-4" 17'-2" 1'-4" 12'-2" 1'-4"
7"
7"
2'-5
"
3'-0
"3
'-0
"6
'-0
"6
'-0
"5
'-0
"5
'-0
"6
'-0
"6
'-0
"2
'-0
"
3'-0
"3
'-0
"1
2'-0
"1
0'-0
"1
2'-0
"2
'-0
"
42
'-0
"
5'-0" 29'-4" 22'-0" 12'-6" 14'-2"
83'-0"
7"
5'-5
"
3'-0
"3
'-0
"8
'-0
"9
'-0
"9
'-0
"8
'-0
"2
'-0
"
3'-0
"3
'-0
"3
4'-0
"2
'-0
"
42
'-0
"
5'-0" 6'-8" 8'-0" 8'-0" 6'-8" 7'-3" 10'-0" 10'-0" 7'-3" 7'-1" 7'-1"
5'-0" 29'-4" 34'-6" 14'-2"
83'-0"
2015 S
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S
TU
DIO
S, LLC
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# DATE ISSUED WITH: CHANGE DESCRIPTION
SBA STUDIOS PROJECT # 2014-391
PRELIMINARY
DATE: 02.23.2015
SHEET # / DESCRIPTION
ELITE LAND TITLE
NEW OFFICES
SCOTT D. BAKER, LICENSE #14654
EXPIRATION DATE 12/31/2015
SCOTT D.
BAKER
14654
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NROOF PLAN
SCALE: 1/4" = 1'-0"
A1-2
1 ROOF PLAN
9:12 9:12
9:1
29
:1
2
9:1
29
:1
2
9:1
29
:1
2
GIRDER TRUSS
ALL DOORS SHALL BE 6" FROM ADJACENT WALL OR CENTERED
IN WALL UNLESS NOTED OTHERWISE.
ALL INTERIOR STUD WALLS TO BE 2x4 STUDS @ 16" O.C. UNLESS
NOTED OTHERWISE.
ALL DIMENSIONS TO INTERIOR WALLS ARE TO FACE OF STUD.
ALL DIMENSIONS TO OUTSIDE FACE OF EXTERIOR WALLS ARE
TO FACE OF SHEATHING. ALL DIMENSIONS TO INSIDE FACE OF
EXTERIOR WALL ARE TO FACE OF STUD.
A READILY ACCESSIBLE ATTIC ACCESS FRAMED OPENING, NOT
LESS THAN 22"x30", SHALL BE PROVIDED TO ANY ATTIC AREA
HAVING A CLEAR HEIGHT OVER 30".
STUDS SHALL BE ONE PIECE FULL HEIGHT. PROVIDE A MINIMUM
OF (2) STUDS AT EACH SIDE OF ALL OPENINGS (1) KING STUD &
(1) JACK STUD.
ALL BEDROOM WINDOWS SHALL MEET CODE REQUIREMENTS
FOR EGRESS. EGRESS CLEAR OPENINGS ON GRADE FLOOR
SHALL BE A MINIMUM OF 5.0 SQUARE FEET. EGRESS CLEAR
OPENINGS ON ALL OTHER FLOORS SHALL BE A MINIMUM OF 5.7
SQUARE FEET.
EGRESS WINDOWS TO HAVE A MINIMUM CLEAR 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.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL
APPLICABLE CODES AND REGULATIONS.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS
AT SITE BEFORE BEGINNING CONSTRUCTION. ANY
DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE
ARCHITECT 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 IN LOCATIONS SUBJECT TO TERMITE DECAY SHALL
BE PRESSURE TREATED (CCA) OR BE OF AN APPROVED DECAY
RESISTANT SPECIES. THIS INCLUDES, BUT NOT LIMITED TO, ALL
EXTERIOR DECKS, SILLS AND SLEEPERS ON CONCRETE,
MASONRY, OR IN DIRECT CONTACT WITH THE GROUND.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
2015 S
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# DATE ISSUED WITH: CHANGE DESCRIPTION
SBA STUDIOS PROJECT # 2014-391
PRELIMINARY
DATE: 02.23.2015
SHEET # / DESCRIPTION
FLOOR PLAN NOTES
ELITE LAND TITLE
NEW OFFICES
SCOTT D. BAKER, LICENSE #14654
EXPIRATION DATE 12/31/2015
SCOTT D.
BAKER
14654
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NOPTIONAL PATIO
SCALE: 1/4" = 1'-0"
A1-3
7 FOUNDATION PLAN
8 EAST ELEVATION
1 PATIO & FIREPLACE PLAN VIEW
10 DUMPSTER POST FDN.
3 WEST ELEVATION
4 NORTH ELEVATION5 SOUTH ELEVATION6 DUMPSTER SCREENING PLAN9 DUMPSTER SCREENING ELEV.
PATIO
25'-0" x 34'-0"
23'-0" 2'-0"
30
'-0
"2
'-0
"2
'-0
"
GATE
PERFECT OUTDOOR
FIREPLACE 3 SCREEN UNIT
23'-0" 2'-0"
2'-0
"3
0'-0
"2
'-0
"
23'-0" 2'-0"
LIMESTONE
CAP
BRICK HEARTH
3'-0
"
1'-8"
LIMESTONE
CAP
BRICK HEARTH
1'-8"
3'-0
"
ALUMINIUM
FENCING
LIMESTONE
CAP
3'-0
"
PERFECT OUTDOOR
FIREPLACE 3 SCREEN UNIT
3'-0
"
ALUMINUM
FENCING
LIMESTONE
CAP
FIREBOX
PERFECT OUTDOOR
FIREPLACE 3 SCREEN UNIT
9'-6"
4'-9
"4
'-8
"
9'-5
"
2'-0" 2'-0"
9'-2"
C
L
C
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C
L
C
L
C
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C
L
DUMPSTER
1x4 WOOD FENCING SLATS SPACED @ 4 1/2"
O.C. PAINTED ON STEEL FRAME, INSTALL
LATCH HARDWARE & CASTERS @ DOOR
BASE. PROVIDE (3) HEAVY DUTY EXTERIOR
GRADE STRAP HINGES PER DOOR. FRAME
OF DOORS TO BE 3"x3"x1/4" STEEL ANGLE
WELDED (1/4" WELD MIN.) ALL CORNERS W/
3"x3"x1/4" STEEL ANGLE DIAGONAL CROSS
BRACING WELDED TO STEEL FRAME. WELD
TOP AND BOTTOM STEEL ANGLE OF FRAME
TO STEEL TUBE ATTACHED TO HINGES
INSTALL 1/2" DIA., 18" LONG, METAL ROD
GATE LATCH. INSTALL 3/4" x 6" HOLE INTO
CONCRETE @ BOTH OPEN AND CLOSED
POSITIONS TO RECEIVE LATCH ROD
18"x24"x36" DEEP CONC. FTG.
4x4 P.T. WOOD POST ON 12"
DIA. x 36" CONCRETE FOOTING
CONTROL JOINT
1x4 WOOD FENCING SLATS SPACED
@ 4 1/2" O.C. PAINTED, TYP.
CONC. FILLED 6" DIA. BOLLARD,
TYP. PAINT TO MATCH BUILDING
4'-7" 4'-7"
8'-0
"
4"
3"x3"x1/4" STEEL
ANGLE FRAME
GATE STRAP HINGE,
(3) PER DOOR
CONC. FILLED 6" DIA.
BOLLARD, TYP. PAINT TO
MATCH BUILDING
4" GATE CASTER
1/2" DIA., 18" LONG METAL
ROD GATE LATCH
9'-6"
C
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1x4 WOOD FENCING
SLATS SPACED @ 4 1/2"
O.C. PAINTED, TYP.
EQ
8'-0
"3
'-0
"
2'-4
"
EQ
4"
12" DIA. x 36"
CONCRETE FOOTING
CONCRETE PAVING
EXPANSION JOINT, TYP.
WOOD WRAPPED P.T.
4x4 POST
1x4 WOOD FENCING
SLATS SPACED @ 4 1/2"
O.C. PAINTED, TYP.
2015 S
BA
S
TU
DIO
S, LLC
C
# DATE ISSUED WITH: CHANGE DESCRIPTION
SBA STUDIOS PROJECT # 2014-391
PRELIMINARY
DATE: 02.23.2015
SHEET # / DESCRIPTION
ELITE LAND TITLE
NEW OFFICES
SCOTT D. BAKER, LICENSE #14654
EXPIRATION DATE 12/31/2015
SCOTT D.
BAKER
14654
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NEXTERIOR ELEVATIONS
SCALE: 1/4" = 1'-0"
A2-1
1 NORTH ELEVATION
2 SOUTH ELEVATION
ELEVATION MATERIAL LEGEND
DIMENSIONAL SHINGLES TO BE
VARIGATED GRAYS
CULTURED STONE
CULTURED STONE
WATER TABLE
TYPICAL BRACKET DETAIL
HARDIE-SIDING
STANDING SEAM METAL ROOF
BOARD & BATTEN SIDING
TRUSS BEARING
WINDOW HEAD
EL = 7'-4" A.F.F.
FINISH FLOOR
9'-1
1
/8
"
24
'-3
"
5" OGEE GUTTERS
12
9
UNDER SOFFIT LIGHTING
DOWNSPOUTS, TYP.
3050 3050 3050 3050 30503050 3050 3050
18"x30" LOUVERED
VENT, TYP.
CONT. RIDGE VENT CONT. RIDGE VENT
6" SMART TRIM CORNER
BOARDS, TYP.
8" SMART TRIM
FASCIA, TYP.
8" SMART TRIM FRIEZE
BOARDS, TYP.
ROOF PENETRATIONS NOT
PERMITTED ON NORTH ELEVATION
COACH LIGHT, TYP
UNDER SOFFIT LIGHTING
TRUSS BEARING
WINDOW HEAD
EL = 7'-4" A.F.F.
FINISH FLOOR
9'-1
1
/8
"
5" OGEE GUTTERS
ALUMINUM
FENCING
UNDER SOFFIT LIGHTING
3050
CONT. RIDGE VENT CONT. RIDGE VENT
6" SMART TRIM CORNER
BOARDS, TYP.
8" SMART TRIM
FASCIA, TYP.
8" SMART TRIM FRIEZE
BOARDS, TYP.
3050 3050 3050 305030503050
ROOF PENETRATIONS MUST BE
PAINTED TO MATCH ROOF COLOR
4"x4" BRACKET, PAINTED
8" SMART TRIM
FASCIA, TYP.
8" SMART TRIM
FRIEZE BOARDS, TYP.
5" OGEE
GUTTERS
6"x6"x5/4" BOARD,
PAINTED
HARDIE SIDING
1'-0
"
2015 S
BA
S
TU
DIO
S, LLC
C
# DATE ISSUED WITH: CHANGE DESCRIPTION
SBA STUDIOS PROJECT # 2014-391
PRELIMINARY
DATE: 02.23.2015
SHEET # / DESCRIPTION
ELITE LAND TITLE
NEW OFFICES
SCOTT D. BAKER, LICENSE #14654
EXPIRATION DATE 12/31/2015
SCOTT D.
BAKER
14654
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NEXTERIOR ELEVATIONS
SCALE: 1/4" = 1'-0"
A2-2
1 EAST ELEVATION
2 WEST ELEVATION
TYPICAL COLUMN DETAIL
ELEVATION MATERIAL LEGEND
DIMENSIONAL SHINGLES TO BE
VARIGATED GRAYS
CULTURED STONE
CULTURED STONE
WATER TABLE
HARDIE-SIDING
STANDING SEAM METAL ROOF
BOARD & BATTEN SIDING
TRUSS BEARING
WINDOW HEAD
EL = 7'-6" A.F.F.
FINISH FLOOR
9'-1
1
/8
"
12
9
UNDER SOFFIT LIGHTING
CONT. RIDGE VENT
3050
6" SMART TRIM CORNER
BOARDS, TYP.
8" SMART TRIM
FASCIA, TYP.
8" SMART TRIM FRIEZE
BOARDS, TYP.
3050
TRUSS BEARING
WINDOW HEAD
EL = 7'-6" A.F.F.
FINISH FLOOR
9'-1
1
/8
"
12
9
5" OGEE GUTTERS
DOWNSPOUTS, TYP.
UNDER SOFFIT LIGHTING
CONT. RIDGE VENT
30403040
6" SMART TRIM CORNER
BOARDS, TYP.
8" SMART TRIM
FASCIA, TYP.
8" SMART TRIM FRIEZE
BOARDS, TYP.
COACH LIGHT, TYP
WOOD TRIM AROUND
STRUCTURAL COLUMN
FRIEZE BOARD, MATCH
WIDTH OF BREAST
BEAM TO COLUMN
SHAFT BELOW
P.T. POST FULL HEIGHT,
SEE PLAN
GRADE, COORD
IN FIELD
CONC. FOOTING,
SEE PLAN
10"
11 1/2"
1'-6"