HomeMy WebLinkAbout2250 Celery Ave Celery Key Subdivision EntranceSHEET 1 OF Z
►.1
STANDARD WALL — SECTION
SCALE: 1/2"m1'-0"
WAI...I.__ NOTES
A) 8'X8'X16' CONCRETE LINTEL BLOCK W/ 1- #5 REBAR CONT., FILL CELLS
WITH *4@W40*. edrk4.r4j,,.
B) 6' HIGH, 8'XB'X16' CONCRETE BLOCK WALL W/ 1- #5 VERT. REBAR 48. O.0
AND AT END C❑NDITIONS.
C) APPLY 1/2' THICK STUCCO IN MEDIUM FINISH. PAINT COLOR BY OWNER
D) 8'X8'X16' CONCRETE BLOCK
E) FINISH GRADE
F) 8' THICK X 24' WIDE 3000 PSI CONC. FOOTER W/ 2- #5 REBAR CONT..
AND 1- #5 VERTICAL REBAR EVERY 48' ❑,C. AND AT END CONDITIONS
FILL CELLS WITH . e
G) CLEAN BACKFILL COMPACTED TO 95% PROCTOR DENSITY.
H) HARDENED FOAM SIGN BANDING. PrFtRJi iIAF'i°L"'r"
MEDIUM STUCCO FINISH.
D ATTATCH SIGN LETTERING AND LOGO <B lam+
LAG BOLTS.
SIGN WALL --- SECTION
J) 8'X8' FALSE ONYX TILE IN 45 DEGREE PATTERN
(STYLE AND TYPE BY OWNER.)
K) 8'-0' HIGH, 8'XB'X16' CONCRETE BLOCK SIGN WALL W/ 1- #5 VERT.
REBAR 36' O.C. AND AT END CONDITIONS. FILL CELLS WITH CONCRETE.
L) 8' THICK X 42' WIDE 3000 PSI CONC. FOOTER W/ 4- #5 REBAR CONT.,
AND 1- 45 VERTICAL REBAR EVERY 36' O.C. AND END CONDITI❑NS,
M) E.1,F,S, CAP DETAIL.
N) RECESSED TILE AREA. REFER TO DETAIL ON SHEET 'H-6' FOR
ADDITIONAL INFORMATION
❑) 11'-7' HIGH 36' X 36' BLOCK ENTRY COLUMN W/ 1 #5 REBAR
IN EACH CORNER, FILL CELLS W/ CONCRETE.
ATTATCH STONE FACING UTILIZING MASONRY TIES. (SEE NOTE 'P')
P) CULTURED STONE FACING. MORTAR TO WALL AND UTULIZE MASONRY TIES
EVERY OTHER COARSE.
Q) 12'X74'X74' 3,000 PSI CONC. FOOTER W/ 6- #5 REBAR IN EACH
DIRECTION AS SHOWN, PROVIDE 1- #5 VERT. REBAR IN EACH CORNER.
u
SCALE: 1/2" V—O"
jahn
ewseych ik
and
cJssac.,p.a.
londecope architects
golf count architects
620 crown oak centre drive
longwood, 1 32160
tel: 407 830-8922
fax: 407 830-7689
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R) 8'-0' HIGH 27' X 27' BLOCK COLUMN W/ 1 #5 REBAR
IN EACH CORNER, FILL CELLS W/ CONCRETE.
ATTATCH STONE FACING UTILIZING MASONRY TIES. (SEE NOTE 'P')
S) 12'X54'X54' 3,000 PSI CONC, FOOTER W/ 5- #5 REBAR IN EACH
DIRECTI❑N AS SHOWN, PROVIDE 1- #5 VERT, REBAR IN EACH CORNER.
xx ALL STEEL TO BE GRADE 460.
;v)K THE STRUCTURES DEPICTED MEET THE REQUIREMENTS FOR THE 2001
FLORIDA BUILDING, CODE. FOR WIND LOAD REQUIREMENTS OF 120 MPH,
#x REFER TO ORIGINAL PLAN SET f SHEET 'H-6' FOR ANY ADDITIONAL
INFORMATION AS TO THE CONSTRUCTION OF THESE HARDSCAPE
ELEMENTS.
xx THE STRUCTURES DEPICTED TO BE OWNED AND MAINTAINED BY THE
'CELERY KEY HOME OWNERS ASSOCIATION.'
SHEET 2 OF 2
11'-7" HIGH ENTRY COLUMN - SECTION
SCALE: 1 /2"art'-0-
WALL NOTES
A) 8'X8'X16' CONCRETE LINTEL BLOCK W/ 1- #5 REBAR C❑NT,. FILL CELLS
WITH t AR,t:40AfUfL.+,
B) 6' HIGH, 8'X8'X16' CONCRETE BLOCK WALL W/ 1- #5 VERT, REBAR
48' O.C. AND AT END C❑NDITIONS.
C) APPLY 1/2' THICK STUCCO IN MEDIUM FINISH, PAINT COLOR BY OWNER
D) 8'X8'X16' CONCRETE BLOCK
E) FINISH GRADE
F) 8' THICK X 24' WIDE 3000 PSI CONC, FO❑TER W/ 2- #5 REBAR C❑NT„
AND 1- 45 VERTICAL REBAR EVERY 48' O,C, AND AT END C❑NDITI❑NS
FILL CELLS WITH MQR7 PAR, e
i> CLEAN BACKFILL COMPACTED TO 95% PROCTOR DENSITY,
H) HARDENED FOAM SIGN BANDING, F�1'A�11St61bi5�1�=PFCFSNAPFIo�
MEDIUM STUCCO FINISH.
I) ATTATCH SIGN LETTERING AND LOGO (BY OWNER) UTULIZING
LAG BOLTS.
J) 8'X8' FALSE ONYX TILE IN 45 DEGREE PATTERN
(STYLE AND TYPE BY OWNER.)
K) 8'-0- HIGH, 8'X6'X16' CONCRETE BLOCK SIGN WALL W/ 1- #5 VERT.
REBAR 36' ❑,C. AND AT END CONDITIONS. FILL CELLS WITH CONCRETE,
L) 8' THICK X 42' WIDE 3000 PSI CONC, F❑❑TER W/ 4- #5 REBAR CONT„
AND 1- 45 VERTICAL REBAR EVERY 36' O.C. AND END CONDITIONS.
M) E.LF,S, CAP DETAIL,
N) RECESSED TILE AREA. REFER TO DETAIL ON SHEET 'H-6' FOR
ADDITIONAL INFORMATION
O) 11'-7' HIGH 36' X 36' BLOCK ENTRY COLUMN W/ 1 #5 REBAR
IN EACH CORNER, FILL CELLS W/ CONCRETE.
ATTATCH STONE FACING UTILIZING MASONRY TIES, (SEE NOTE 'P')
P) CULTURED STONE FACING, MORTAR TO WALL AND UTULIZE MASONRY TIES'
EVERY OTHER COARSE,
0) 12'X74'X74' 3,000 PSI CONC, FOOTER W/ 6- #5 REBAR IN EACH
DIRECTION AS SHOWN, PROVIDE 1- #5 VERT. REBAR IN EACH CORNER, 1
R) 8'-0' HIGH 27' X 27' BLOCK COLUMN W/ 1 #5 REBAR
IN EACH CORNER, FILL CELLS W/ CONCRETE.
ATTATCH STONE FACING UTILIZING MASONRY TIES, (SEE NOTE 'P')\
S) 12'X54'X54' 3,000 PSI CONC. FO❑TER W/ 5- #5 REBAR IN EACH
DIRECTION AS SHOWN, PR❑VIDE 1- #5 VERT. REBAR IN EACH CORNER,
xtxE ALL STEEL TO BE GRADE #60.
Ax THE STRUCTURES DEPICTED MEET THE REQUIREMENTS FOR THE 2001
FLORIDA BUILDING CODE. FOR WIND LOAD REQUIREMENTS OF 120 MPH.
xl# REFER TO ORIGINAL PLAN SET ) SHEET 'H--6' FOR ANY ADDITIONAL
INFORMATION AS TO THE CONSTRUCTI❑N OF THESE HARDSCAPE
ELEMENTS.
xEx: THE STRUCTURES DEPICTED TO BE OWNED AND MAINTAINED BY THE
'CELERY KEY HOME OWNERS ASS❑CIATION.'
' `john
ewseych ik
and
G assoc.,p.a.
landscape architect&
golf course architects
620 crown oak centre drive
longwood, 0 32750
tol: 407 830-8922
tax: 407 M-7669
8'-0" HIGH ENTRY COLUMN - SECTION
SCALE: 1/2'm1.-0.. EEL�E��Y KEY SUBDIVISION
HARDSCAPE DETAILS
All Un-
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6250 Hazeltine National Drive, Suite 102
Orlando, FL 32822
(407) 857-9101
a Miller
Einhouse
Rymer
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❑ ❑ ® Associates, Inc.
■ Planners
■ Engineers
■ Landscape Architects
230 E. Monument Avenue. Suite B
Kissimmee, Florida 34741
(407) 343-8192
CITY OF SANFORD, FLORIDA
0 08-21-03 REMOVED INCRIMENTAL COLUMNS
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Main Entrance Layo't Plan 1W
Front Buffer Wall & Fence Hardscape Layout Plans
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SHEET 01 OF 07
Project #0107.71
0' 40' 80' 160' NORTH
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DATE:
5/30/03
SCALE:
1 "=20'
PROJECT NO.:
107.71
DRAWN BY:
CK
DESIGNED BY:
BHR
CHECKED BY:
BHR
SHEET NO.
H-5
21
I
COLUMN TYPE 'A'
pY 4REA (TILE AREA) = 13 16 x 2
5ignage Wall Plan
8"x8" TILE TO BE SET VERTICAL, COLOR: DURAGO TRAVERTINE
10" CAPITAL LETTERS± FONT, STYLE AND COLOR TO BE SELECTED BY
LANDSCAPE ARCHITECT/OWNER PRIOR TO CONSTRUCTION.
FORMED FOAM/EFIS WALL CAP WITH 1/2" STUCCO LAYER.
COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT/OWNER
SEE WALL CAP DETAIL 3/1-1-6
SMOOTH STUCCO FINISHED ABOVE WATER TABLE
PAINT: SW 6112 - BISCUIT BY SHERWIN WILLIAMS
STUCCO ON PTP (TYP.)
SMOOTH STUCCO FINISHED ABOVE WATER TABLE
PAINT: SW 6114 - BAGEL BY SHERWIN WILLIAMS
STUCCO ON CMU BLOCK (TYP.)
SEE DETAIL 8/1-1-6
_ _ CE ER KEY 5...
51gnage Wall Elevation 2
1/2"=1'-0" LH
(0
SEE DETAIL 1/H-1
COLUMN TYPE 'B'
4'-0"
(TypJ 3/4" x 1/2" RECESSED CHANNELS*- 5" O.C.
3' - 0"
(Typ) EFIS COLUMN GAP
DOLOR: BLUE, TO BE APPROVED BY LANDSCAPE ARCHITECT
2'-0" FORMED FOAM/EFIS BANDING WITH 1/2" STUCCO LAYER.
COLOR TO MATCH COLUMN CAP
N I - 2" REVEAL (TYP.)
cv 2" REVEAL (TYP.)
2" REVEAL (TYP.)
SMOOTH STUCCO FINISHED ABOVE WATER TABLE
PAINT: SW 6114 - BAGEL BY SHERWIN WILLIAMS
STUCCO ON CMU BLOCK (TYP.)
S" x 5" TILE ON ONE SIDE OF COLUMN ONLY.
COLOR: DURAGO TRAVERTINE
ROTATE TILE 45% SEE DETAIL 8/14-6
al
FORMED FOAM/EFIS WATER TABLE WITH STUCCO FINISH
PAINT: SW 6112 - BISCUIT BY SHERWIN WILLIAMS
SEE DETAIL 5/1-1-6
PROIVDE MINIMUM I" REVEAL (TYP.)
SEE DETAIL 1/H-�
FINISHED GRADE
NOTE: PACK OF COLUMNS (PACK OF
WALL) DOES NOT REQUIRE WATER
TABLE OR CULTURED STONE.
CULTURED STONE BY COBBLEFIELD OVER STANDARD 8"x&"x16" CMU,
OLD COUNTRY CSV2021, OR APPROVED EQUAL.
INSTALL PER MANUFACTURE'S SPECIFICATIONS.
CONTRACTOR TO PROVIDE SAMPLES TO LANDSCAPE ARCHITECT/
OWNER FOR REVIEW PRIOR TO CONSTRUCTION.
FINISHED GRADE
NOTE: PACK OF COLUMNS (BACK OF
WALL) DOES NOT REQUIRE WATER
TAPLE OR CULTURED STONE.
4'-0" +/- 1
(Typ.)
PROVIDE 6" BATTER, ALL SIDES OF COLUMN (TYP.)
Column 'A' Elevation �
3' - 0"
(TypJ
N
-
3/4" x 1/2" RECESSED CHANNELS± 5" O.G.
EFIS COLUMN CAP
COLOR: BLUE, TO BE APPROVED BY LANDSCAPE ARCHITECT
FORMED FOAM/EFIS BANDING WITH 1/2" STUCCO LAYER.
COLOR TO MATCH COLUMN CAP.
1" REVEAL (TYP.)
I" REVEAL (TYP.)
I" REVEAL (TYP.)
SMOOTH STUCCO FINISHED ABOVE WATER TABLE
PAINT: SW 6114 - BAGEL BY SHERWIN WILLIAMS
PROVIDE COLOR SAMPLES FOR REVIEW.
STUCCO ON CMU BLOCK (TYP.)
FO M FOAM/ FIS WATER TABLE WITH I/2" STUCCO LAYER.
R ED E
PAINT: SW 6112 - BISCUIT BY SHERWIN WILLIAMS
I
PROVIDE MINIMUM I REVEAL
PR E
---CULTURED STONE BY COBBLEFIELD OVER STANDARD 8"x8"x16" CMU,
OLD COUNTRY CSV 2021, OR APPROVED EQUAL.
INSTALL PER MANUFACTURE'S SPECIFICATIONS.
CONTRACTOR TO PROVIDE SAMPLES TO LANDSCAPE ARCHITECT/
OWNER FOR REVIEW PRIOR TO CONSTRUCTION.
4 2'-9" +/-
(Typ.) FINISHED GRADE
PROVIDE 3" BATTER, ALL SIDES OF COLUMN (TYP.)
Column '5' Elevationr(o
1/2 1'-0" LH - ro
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DATE:
5 30 03
SCALE:
SEE DETAILS
PROJECT NO.:
107.71
DRAWN BY:
CK
DESIGNED BY:
BHR
CHECKED BY:
BHR
SHEET NO.
H-6
N