HomeMy WebLinkAboutArtesia Condominiums - Construction/Site Plans; 425 Pierce Ave. (2)[a] I A M W&M, A a xs� � � �
Box #1 - Artesia Condominiums
Item #66 — Construction/Site Plans; 425 Pierce Ave.
Date: 10/5/2001; 4 Sheets
A2.9 — Covered Parking Deck — Ground Level
A2. 10 — Cove red Pa rki ng Deck — U p pe r Leve I
S-01RD — Lower (Parking) Level Plan
S-02RD — Upper Recreation Deck
UPON RETURN OF PAPER ORIGINALS FROM MCCi, add to file name:
LF/CapeCanaveral/Bidg Dept /Address/Folder?
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CONCRETE CURB,
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--CONCRETE ALK, -
SEE CIVIL
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DRiNKING FOUNTAIN/
BUBBLER
LIMITS OF DECK BOVE-
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12'-0" 2 6'-O� ",----12 x 12 U�HT POST SHELF
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14'- 8-0 -0' 0
------ - --- - --- 4- i
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SCHEDULE 15UBBLER
A3 PARKING DECK ELEVATIONS
_JA2.9 1/8" = 1'-0"
'JINUM GUARDRAIL,
SPECS
CESSISLE RAMP
12
ALUMiNUM GUARDRAIL
SEE SPECS,
CONSTRUCTION
DOCUMENTS
NEWELS SPACED
5EAL AND SIGNATURE
5" 0. C. M A X.
DECKING� TYPICAL
2*x6" P. WOOD
2'xlO* P.T, WOO
JOST SP. 16' O.C.
C),
MAX.
U.1
APPROXII'MATE nNISH
GRACE LiNE. �-2 x10* PJ� �000 StRINOERS
TYP. CONNEC'ED TO EACH
SIDE Or W(w, PIER.
SEE STRI)CTURAL GREGG R. KIRKOCALL AR -0016709
FOR 4XID POST
SiZE AND SPACING
All SECTION THRU WOOD RAMP AT PARKING DECK. aty ''A Iwo
A2.9 1/2" =: 1 -0
CXV�L, NOTES RA 9rrAM
t V.44CRETE STAIRS, PROWX 15 TREADS EACH
11 ii MDE 4TH A In NOSiNG, TOTAL. RUN = 12'-5
Z CONCRETE STAIn PROVIDE 16 EQUAL RISERS
AT (TW) HIGH, TOTAL PJSE = 9-6 15/116'
10' CHAiN LJNK
3
FENCE
5
7
POURED CONCRETE
9
DECK
U, WALL UP TO
DECK, SEE PLAN
ALUMINUM GUARDRAIL,,
SEE SPECS
3
POURED %CONCRETE
STARS
'JINUM GUARDRAIL,
SPECS
CESSISLE RAMP
12
ALUMiNUM GUARDRAIL
SEE SPECS,
CONSTRUCTION
DOCUMENTS
NEWELS SPACED
5EAL AND SIGNATURE
5" 0. C. M A X.
DECKING� TYPICAL
2*x6" P. WOOD
2'xlO* P.T, WOO
JOST SP. 16' O.C.
C),
MAX.
U.1
APPROXII'MATE nNISH
GRACE LiNE. �-2 x10* PJ� �000 StRINOERS
TYP. CONNEC'ED TO EACH
SIDE Or W(w, PIER.
SEE STRI)CTURAL GREGG R. KIRKOCALL AR -0016709
FOR 4XID POST
SiZE AND SPACING
All SECTION THRU WOOD RAMP AT PARKING DECK. aty ''A Iwo
A2.9 1/2" =: 1 -0
CXV�L, NOTES RA 9rrAM
t V.44CRETE STAIRS, PROWX 15 TREADS EACH
11 ii MDE 4TH A In NOSiNG, TOTAL. RUN = 12'-5
Z CONCRETE STAIn PROVIDE 16 EQUAL RISERS
AT (TW) HIGH, TOTAL PJSE = 9-6 15/116'
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ON. - (SLOPE OF RAMP 15 IJ2 MAXIMUM) l El- - 7'
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PARKING DE("'N PLAN UPPER 1_EVEL
2 1 -1/8 0
E TOP RAIL TO CONFORM
TO GRASPABILITY
I T
STANDARDS SET BY
ALUMINUM GAURDRAIL
SYSTEM, SEE SPECS
D
BOTTOM, RAII TO IMPEDE
c
PASSAGE OF ANY OBjECT
6" IN DIAMETER OR LARGER
OSI'
TYPIC�A
POURED CONCRETE STAIR,
SEE STRUCTURAL
w
0
RAILING DETAIL
2.10 3/4" = 1'-0"
ALUMINUM GUARDRAIL
SYSTEM, SEE SPECS
POURED CONCRETE STAIR,
SEE. SIRU(_`5.jRAL
6�� RAILING DETAIL
- IA2.1 0 3/4" = 1'-0"
W
SURIFACEP 12AD% THE SURFACE TO BE COA1110 SHALL BE SOUND, SMOOTH AND FREE
n" LOOSE DIRT OR OILY MATRALS, PRIOR TO THE APPLICATIOls! OF SURFACING MATERIALS.
THE ENTIRE SURFACE SHALL BE CHECKED FOR MINOR DEPRESSIONS OR IRREGULARITIES, IF
1T IS D,�TERMINED THAT M" CORRECTIONS ARE NECESSARY, T14E FOLLO%MNG MIXTURES SHALL
BE USED: TENNISLIFE BINDER SHALL BE WXED ATH SAND AND CONCRETE MIX ACCORONG TO
MANUFACTURER'S SPECIFICATIONS TO MAKE A PATCHING MIX, AFTER PATCHING IS COMPLETED,
ME PATCHED AREA SHALL MEET 1/160 TOLERANCE AFTER THE COURTS HAVE DRAINED.
EINISH _ COURSE AC JRYLIC SYS' 10J. 'IN OIRM. TO PROVIDE A SMOOTH, DENSE UND-ERLArAENT FOR
THE TEXNISLIFE SAND -Ill -LED FINISH COURSE, ONE APPLICATION OF RIE -SURFACER SHALL BE
APPLIED TO -THE UNDERLYNG SURFACE. NO APPLICATION SHALL BE CAVERED BY A SUCCEEDING
APPLICATION AINTIL THOROUGHLY CURED.
I NNIN11. FINISIJ- W.&JEN�', SHALL BE DILUTED WITH 'WATER AND FINE SAND ACCORDING iO
MANUFACTIJRER'S RECOWENDA91ONS TO OBTAIN PROPER APPLICATION CONSISTENCY, T14E
DILUTED MATERIAL SHALL BE HOMOGENOUS AND SHALL NOT SEGREGATE BEFORE OR DURING
THE APPUCATION. DILUTM RATE SHOULD NOT EXCEED 2 PARTS TENNISLIFE ACRYLIC TO ONE
PART WATER, 1ENNiSLIFE SHALL BE APPLIED 'WITH A RUBBER-EDGE.0 SQUEEGEE. A M`INIMUM
c
DF 2 COATS IS NECESSARY, X TOTAL QUANTITY OF TENNISLIFE FOR EACH 1,000 SQUARE
FEET SHALL BE A MINIMUM OF 15 GALLONS OF UNDILUTED MATERIAL.
P 44G U S. AFTER COMPLETION OF T14E SURFACING, 2- WIDE PLAYING LINES SHAt I BE
DELINEATED BY TARE AND PANTED WTH *NTE LNE PAINT. LINES SHALL BE ACCURATELY
LOCATED AND MARKO IN ACCORDA,*CE ATH 114E UNITED STATES TENNIS ASSOCIATION
SPECIFICATIONS. THE PAINTING SHALL BE DOW N A WORKMANL.IKE MANNER IN ACCORDANCE
W1T`H SrANDARD SPEMCATIONS FOR APPLICATICINS OF TENMISLIFE LINE PAINT.
m
14
1 SEE STRUCTURAL. FOR COLUMN
SIZES AND PLACEMENT.
2, SEE CIVIL SITE PLAN FOR
DECK LOCATION.
3. SEE ELECTRICAL DRAWINGS FOR
W111"m Ir
LIGHTING REQUIREMENTS.
3000 NORTH ATLANTIC AVENUE, SUI TE 205
COCOA BEACH, FL .32931
� '321) '199— 1976
(321) 784-1976 Fox. ( �
E—M`AfL: cocclabecch@mKorchitects,com
320 E. SOUTH STREET, SUITE 150
ORLANDO, FI_ 32801 (407) 245-3660
Ft UC If AA(M,2254
PRO,tICT n'nl AND OMEF6 NAME
Affr_o'�
,I A
J A
MIS. Elul a
(,,_;UF14U(JM N M
CAPE CANAVERAL, FL
ON,
DOC U ME NTS."
SEAL AW ��"ARIRE
GREGG R. KIRKENDALL AR --0016709
REOS
anaverki
PERMITTED FOR CONSTRUCTION
RMIT No.
REVIEWED—
plan-- _ does
DRA*4 BY
MR1
JL "kNT CAIECKED BY
GRK
DPjNKiNG FOUNIAIN,
BUBBLER 0038J)0
T) SITE
RETENTION MARCH 2001
[*AANG TITLE
D R
CA 2 PLUMBING RISER ENGAIRGE -AN
JA210 N. T. S. COVERED PARKING
UM.A tJrrt.-" Lt:Vt::L.
9CAt_r=,
0 4' 8' 20'
City of Cape Canaveral
PERN411TED FOR CONSTRUC7110,N
fll�RNIIT No,
1/8 A2 1
.2 13 14 _71
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APPLY ASPHALT IMPREGNATED #rp VERT. IN z
GROUTED CELLS
1/2' EXP. JOINT FILLER BETWEEN
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co 0
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COLUMNS, TYPICAL
AT COWERS w
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(2) #5 CONT, T415 6"xte (OUT TO FA
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'ROVIDE T45 COWER BARS AT
F=
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CORNERS AND INTERSECTIONS.
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SCALE- No" = V-0" SCALE: I'=0" 0
WIDE x V/2" DEEP SAWCUTS 1'/2" X Il" 6 TIES (AS pq
(MAKE CUTS WITHIN 12'HOURS OF STANDEES) AT 5 9-0"
CONCRETE PLACEMENT 4' SLAB TY.. _*1 1. ''..�' r %, j I a 11
x
4% SLAB TYP.
mIl POLYETHELYNE MOISTURE 2 15 TOP 4 BOTTOM
AND VAPOR BARRIER, TYPICAL 16"
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FOR, ALL INTERIOR AREAS
SAWCUT INSEAB (SQ THICKENED EDGE (TE)
^ALE., I'=0" SCALE. V-0"
11/2" CL. COVER TO STEEL TOP
AND EC<jES, 3/4" CL, BOTTOM
UNIFORM TENDONS� rBANDED TENDONS
cb
------------
e POST -TENSIONED SLAB—/ If -c" STEEL REINFORCING
/6HEARHEADS MAY ALE70
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0%
12"x24" CONC, COLUMN WIT14 4 INSION ENGINEEWs DWGS lu
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#8 VERT, BARS, #3 TIES 612" -1 _j
APPLY ASPHALT IMPREGNATED
1/2" EXP. JOINT FILLER BEE-TWEEN
S.O.G, AND ADJACENT WALL$ 4
COLUMNS, TYPICAL
6,.
APPLY BITUMINOUS UJATER--,, 4' SLAB ON GRADE
PROOFING TO BELOW GRADE\\
COLUMN SURFACES
N�' "/X1 I/ City of Cape Calla
X\
pERMI-ago Mfk CONS
-)�PTTOM REINFORCIW-i
d tt.jAMIT
SEE 6 CHEDULE FOR F SIZE
fW,
TYPICAL SECTION AT COLUMN
.3
. k"
SCALE a
GARAGE FAD FOOTING 6CHEDULE
DIMENSIONS
- LOWER SLAB ON GRADE LIVE LOAD = 50 PSF
BOTTOM REINFORCIW3
MAW
SOUARE THICKNESS
(SAME BARS)
DIMENSION
EACH WAY/
I=FI
............ --1
41
............. .
ENGINEERING SCIENCES SOILS REPORT AND RECOMMENDATIONS)
N
_j
42�lf
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'11-0"
1211
- I #
THE SHORING SYSTEM STRUCTURAL DESIGN IS PROVIDED BY THE
-1-2 ...............
........ ......... ................
f=Fg>
FORMING SU15-CONTRACTOWS ENGINEERAS A DELEGATEO ENGINEER AS
12
111 ro
..........
............ ................ ......
... ..............
to #'I
.............. .......... r .................. ..............
f=F6
to, - o"
14"
DRAWINGS, SHEET S -0-B (eiv Burlingham & Associales), WHICH ALSO FULLY
DRAWN
APPLY TO THIS STRUCTURE, EXCEPT FOR THE MINIMUM CON CRETE
# 4
#'13
24"
Olo6S
020
# 5
P 16
30"
1,043
0.31
# 9,
# IS
W
1,502
0.44
11
IF 22
42"
2044
OloO
# S
# 25
1 4e
1 2*10
10.1 S
I # S 11
# 21B
154"
3.400
10,01
1# 10 11
# 32
160"
3
1.21
1 1 it Ill
�5
166"
1.56
GARAGE FAD FOOTING 6CHEDULE
DIMENSIONS
- LOWER SLAB ON GRADE LIVE LOAD = 50 PSF
BOTTOM REINFORCIW3
MAW
SOUARE THICKNESS
(SAME BARS)
DIMENSION
EACH WAY/
I=FI
............ --1
41
............. .
ENGINEERING SCIENCES SOILS REPORT AND RECOMMENDATIONS)
# 5
........ ......
f=F2
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91 #5
f=1=5.1
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1211
- I #
THE SHORING SYSTEM STRUCTURAL DESIGN IS PROVIDED BY THE
-1-2 ...............
........ ......... ................
f=Fg>
FORMING SU15-CONTRACTOWS ENGINEERAS A DELEGATEO ENGINEER AS
12
111 ro
..........
............ ................ ......
... ..............
to #'I
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f=F6
to, - o"
14"
0;
CONDENSED U,
, STRUCTURAL SPEC IFICAT IONS
- SLOPE FIRST FLOOR SLAB AS PER CIVIL EN51NEEWS DRAWINGS. rqlq9
- MINIMUM 26-DAY!rOmf=REpvvE STREwzTw OF CONCRETE AS FQLL
FOUNDATION ELEMENTS 4 SLAB$ ON GRADE: BOW PSI
CONCRTETE COLUMNS. 3000 PSI
6"UPPER POST -TENSIONED SLAB.. 5000 PSI
(MAXIMUM W TER.,CEMENT TIO OF CON
POST -TENSIONED SLAB = 0,45)
- WET -CURE POST -TENSIONED SLAB BY MAINTAINING MOISTURE ON
FINISHED SLAB SURFACE FOR A MINIMUM OF 4 r.>Ays AFTER CONCRETE
PLACEMENT AND INITIAL SET.
- UPPER DECK SLOPE AND DRAINAGE SHOWN, AS PER ARCHITECT.
DESIGN LOAD
- Ur -r -=M 1WW r -*r
- LOWER SLAB ON GRADE LIVE LOAD = 50 PSF
- WIND LOAD$: ISS -1 STANDARD BUILDING CODE CHAP. 16, 110 MPH WIND
ASCE I-Wa, 110 MPH WIND
- ALLOWABLE SOIL BEARING = 2,OW PSF (PEP, UNIVERSAL
ENGINEERING SCIENCES SOILS REPORT AND RECOMMENDATIONS)
THE ELEVATED POST -TENSIONED SLAB STRUCTURAL DESIGN IS
PROVIDED BY THE POST -TENSIONING MANUFACTUREWS ENGINEER AS A
SHIPEIET W4f=0F1MAT"
DELEGATED ENGINEER AS PER FLORIDA STATUTE$.
6-4�2061 FOR CONSTRUCTI . ON
THE SHORING SYSTEM STRUCTURAL DESIGN IS PROVIDED BY THE
FORMING SU15-CONTRACTOWS ENGINEERAS A DELEGATEO ENGINEER AS
PER FLOR4DA STATUTE$.
SEE DETAILED SPECIFICATIONS ON, THE MAIN BUILDING STRUCTURAL
DRAWINGS, SHEET S -0-B (eiv Burlingham & Associales), WHICH ALSO FULLY
DRAWN
APPLY TO THIS STRUCTURE, EXCEPT FOR THE MINIMUM CON CRETE
S.C.S.
-
SCALE
STRENGTHS SPECIFIED ABOVE.
V -
(2),1/2"t x5ls LAG SCREWS
2x(b P.T. DECKING- NAIL OR
SCREW TO jOISTS w/ FASTENERS
THAT WILL NOT PULL OUT
(3) 2XIO P.T. JOISTS
r(S.Y.P. No. 1)
x tu
2xI2 P.T. STRINGER
d cl EA. SIDE OF POSTS
r -T A
2 3/4" (–Q) 3/4"t THRLI-SOLTS--� 263/4" 4[/
—5 1/2" 5 1/2 1/2"
INSTALL Ix4 X -BRACING
FOR WALKWAY HEIGHT (4) 10d NAIL$
OVER ro'-& (WIT14 LOWER AT EA. END OF
SFP Ix4 X-SRACING,
END OF ZACE 24"
"BOLTS 2 3/� �4
In
A
CING
Y EIGHT
l L j p
ITW OU E
ACE 24
r
I , �_ _ >
\IN ALL
ST
FOR W�
OVE 60
rr
N
ABOVE GRADE) TYPICAL
0" SED
�rOX6 SUPPORT POSTS AT MAXINUM 10'-C" (EM
8? -0" INTOi CLEAN SAND, OR Emsep 4'-V INTO SAND AND
PLACE 24"X24744" coNcRET� AT BASE AT GRADE)
SECTIO14: WOOD WAEKWAY
SCALE
STRUCTURAL NOTES ON TIMBER WALKWAY:
1) DECK LAYOUT PLAN AND DIMENSIONING BY ARCHITECT,
2) THE PRE -FABRICATED ALUMINUM HANDRAIL ASSEMBLY AND ATlrACHMENTS TO
WALKWAY (SEE ARCHITECTURAL DRAWINGS) ARE BY OTHERS.
3) ALL WOOD FRAMING CONSTRUCTION, WORKMANSH IP AND MATEPZIALS SHALL
CONFORM WITH THE REOUIREMENTS OF THE REFERENCES L15TED BELOW:
* AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
* NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION1, 115,34.
4) Ai -L LUMBER $HALL BE PRESSURE TREATED SYP NO. 2 (EXCEP7 2xI0 JOISTS
WHICP SHALL BE SYP No. 1), IS% MAX. MC., PRESSURE TREATED IN
ACCORVANCE. WITH AWPA STANDARDS Cl, C2 AND CS LATEST EDITIONS, WITH
A WATER1505NE PRESERVATIVE IN ACCOF.�DANCE WITH STANDAFRD P5.
5) ALL FASTENERS 614ALL BE GALVANIZEC> OR STAINLESS STEEL.
6) DESIGN LIVE LOAD = 100 PSF.
1) PROVIDE ANTI -TERMITE TREATMENT IN $OIL AT LOCATIONS OF &x6 POSTS,
oy
A/A
EXTERIOR EhEyAq
4
STAIR R6�Rrl
(1) #5 L.W. BOT70M, (PLUS (1) #5 SENT
SARS AT UPPIER 4 LOWER LANDINGS)
#4 012" SHORTLIUAY BOTTOM
#4 NOSING 15AIRS, (3) 5"xl6* #3 U-SARS
A EA. STEP T'O TIE IN NOSING BAR$ 12"X24"
T
COLUMN
PROVIDE ('145 BARS IN
.5" x V-9," x 16" TALL CMU
OCK PIER TO BOTTOM
WATER
OF STAIR
_JFOUNTAI
NOOK N)
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