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OPEN AREA
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
TOP OF EXISTING MASONRY WALL OF
RETENTION AREA APPROXIMATE IS"
ABOVE PARKING LOT
XISTINCx �
GAR WASH MASONRY BUILDING
EX16TING
RETENTION AREA
APPROXIMATE -12" DEEP
EXISTING PLANT AREA
EDGE OF THE EXISTING
CONCRETE PARKING LOT
EX16TINCB FLOOR PLAN 1/411 _ 11 011
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CAR IUASN MASONRY BUILDING
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B AT. TOP .OF SLAP AT THIS A f.
. TO'SAME HEIGHT• AS ,RETgININCz ' : : � ?� : : ' : : ' : : ' : ,i
PEN AREA . .. ..... . .. ... .. i.. I
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CUT 6" TO 12" FROM TOP OF EXISTING MASONRY
RETAINING WALL TO ALLOW FOR CONCRETE TO
POUR OVER TOP OF WALL AS SHOWN, (VIF)
EDGE OF THE EXISTING
CONCRETE PARKING LOT
NEW FLOOR PLAN 1/411 _ 11 011
REMOVE EXISTING PLANT AREA AND POUR NEW
CONCRETE THAT WILL SLOPE UP FROM EXISTING
PARKING LOT GRADE TO NEW CONCRETE AREA.
THERE WILL BE APPROXIMATE 10" DIFFERENCE.
TOP OF WALL AS THIS LOCATION
15 FLUSH WITH CONCRETE PARKING
LOT
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ARKAY ENGINEERING INC.
STRU RAIL ENGINEERS
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RIGHA D L, 1<1POEY P.E,
FLORIDA LICTENSE NUMBER 31296
I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIO NS
WERE PREPARF_D BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 0 F THE
FLORIDA BUILDING CODE 2001 FOR 120 MPH (3 SECOND GUST)
WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001
FLORIDA BUILDING CODE AND 200E SUPPLEMENTS
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ALL COLUMNS AT BUILDING TO HAVE
ADDITIONAL FOOTINGS FAD, SEE CUT
SECTION DETAIL
CONCRETE STOPS HERE, FORM END
WITH CURB AS SHOWN ON FLOOR PLAN
ALL COLUMNS AT RETAINING WALL TO
SET ON TOP OF EXISTING FOOTINGS,
SEE CUT SECTION DETAIL
11,011
\\EXISTING\\\\\
CAR WASH MASONRY BUILDING
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POWER STEEL LINTELS WITH DOUBLE ROW
8"X16" KNOCK OUT LINTEL BLOCK WITH
(1) 1*5 REBAR EACH COARSE POURED 0
SOLID WITH 3000 PSI CONCRETE (TYP)
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POWER STEEL LINTELS WITH DOUBLE ROW
8"X16" KNOCK OUT LINTEL BLOCK WITH =
(1) "5 REBAR EACH COARSE POURED Q
SOLID WITH 3000 PSI CONCRETE (TYP) _
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CUT 8" TO 12" FROM TOP OF EXISTING MASONRY
RETAINING WALL TO ALLOW FOR CONCRETE TO
POUR OVER TOP OF WALL AS SHOWN, (VIF)
EDGE OF THE EXISTING
CONCRETE PARKING LOT
- - 117711�- -\ -\ -\ -� -\ -\7 -\17 -\ -\ -\ -
8"X16" BLOCK COLUMNS WITH (1) 05 VERTICAL REBAR EACH CELL
FROM 12"X3ro"X36" CONCRETE PAD BELOW WITH (4) "5 REBAR EACH
WAY. SEE CUT SECTION DETAIL FOR HEIGHTS OF COLUMNS
1=OUNDATION PLAN 1/411 _ 11 p11
111111®
REMOVE EXISTING PLANT AREA AND POUR NEW
CONCRETE THAT WILL SLOPE UP FROM EXISTING
PARKING LOT GRADE TO NEW CONCRETE AREA.
THERE IS APPROXIMATE 8" DIFFERENCE.
CAR WASH MASONRY BUILDINCx �
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i
111111KINK IN
roXro-W2.-BXW2.c3 WIRE MESH
-----------------
IIIOK
17
5AR JOISTO 24 OC WITH -
WITH 4" 4000 f=SI CONCRETE REINFORCE WITH
roX(o-W2,cJXW2.'3 WIRE MESH
------------
5AfR J016T PLAN 1/411 = 11 011
t
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
RICHARD L. KIVDEY
FLORIDA LICE!dSE NUMBER 31296
I HERBY CERTIFY TART THESE PLANS AND SPECIFICATIO NS
WERE PREPARED" BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1603 O F THE
FLORIDA BUILDING CODE 2001 FOR 120 MPH (3 SECOND GUST)
WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001
FLORIDA BUILDING CODE AND 2009 SUPPLEMENTS
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EXISTING WALL OF BUILDING
WITH 05 VERTICAL RODS iv 2' 4"
OC WITH CELLS POURED SOLID
DRILL 4" INTO EXISTING FOOTINGS
AND EPDXY (3) 05 REBAR AS SHOWN
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR: FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
=^1.7 I IIYC: rVV 111`71.;0
11 411 WITH (2) #5 REBAR
31 OII
A5 5UILT RETENTION CUT 6ECTION
N, T. S,
EX16TINC-4 FOOTINGS AND WALL INFORMATION
DETERMINED FROM 48 IBUILT DRAWING5 FROM
LOCAL 5UILDING DEPARTMENT
s •
8K1 BAR JOIST -9 24" OC WITH VULCRAFT I,OC26
WITH 4" 4000 PSI CONCRETE REINFORCE WITH
foX6-W2.9XW2.9 WIRE MESH,
114"X4"X6" STEEL PLATE WITH 518"X6"
ANCHOR BOLT WELDED TO BOTTOM TO
SET IN TOP OF WALL, WELD BAR JOIST
TO PLATE AT EACH SIDE WITH I" PUDDLE
WELD
8"X16" BLOCK COLUMNS WITH (1) "5
VERTICAL REBAR EACH CELL POURED
SOLID WITH 3000 PSI CONCRETE FROM
FOOTING PAD BELOW
BOTTOM OF RETENTION AREA
12"X36"X36" 3000 PSI CONCRETE
PAD BELOW WITH (4) 05 REBAR
EACH WAY,
m
EXISTING FOOTINGS
WITH (2) #5 REBAR
•
A\-TAC I DF I 0 jtj517S \A](V
SKI BAR JOIST mat 24" OC WITH VULCRAFT 1,OC26
WITH 4" 4000 PSI CONCRETE REINFORCE WITH
6Xro-W2.SXW2.S WIRE MESH
I14"X4"X6" STEEL PLATE WITH 5/8"X6"
ANCHOR BOLT WELDED TO BOTTOM TO
SET IN TOP OF WALL, WELD BAR JOIST
TO PLATE AT EACH SIDE WITH 1" PUDDLE
WELD
POWER STEEL LINTELS WITH DOUBLE ROW
8"X16" KNOCK OUT LINTEL BLOCK WITH
(1) #5 REBAR EACH COARSE POURED
SOLID WITH 3000 PSI CONCRETE (TYP)
8"X16" BLOCK COLUMNS WITH (U "5
VERTICAL REBAR EACH CELL FROM
PAD BELOW
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10"X16"X36" 3000 PSI CONCRETE 31 On
PAD WITH (3) "5 REBAR EACH WAY
NEW RETENTION CUT &ECTION
N.T.S.
8"X16" BLOCK COLUMNS WITH (1) 1*5
VERTICAL REBAR EACH CELL POURED
50LID WITH 3000 PSI CONCRETE. DRILL
6" INTO EXISTING FOOTINGS AND EPDXY
EACH "5 REBAR
u
:ETE
REA
JITH "5
WAY
CUT 8" TO 12" FROM TOP OF EXISTING MASONRY
RETAINING WALL TO ALLOW FOR CONCRETE TO
POUR OVER TOP OF WALLAS SHOWN, (VIF)
4!5 FEW X' C44-r- (-rff �-
EXISTING CONCRETE
�— PARKING LOT AREA
REMOVE EXISTING PLANT AREA AND POUR NEW
CONCRETE THAT WILL SLOPE UP FROM EXISTING
PARKING LOT GRADE TO NEW CONCRETE AREA.
THERE IS APPROXIMATE 8" DIFFERENCE.
EXISTING RETAINING WALL
WITH "5 VERTICAL RODS
6 2' 0" OC WITH ALL CELLS
OF WALL POURED SOLID
EXISTING FOOTINGS WITH #5
REBAR 12" OC EACH WAY
ARKAY ENGINEERING INC.
STRU RAL E'O'NEERS
RICHAF?D L. KODEY P.E.
FLORIDA LICEN6E NUM1,3ER 312S&
I HERBY CERTIFY" THAT THESE PLANS AND SPECIFICATIO NS
WERE PREPARED Br ME OR UIIDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 O F THE
FLORIDA BUILDING CODE 2001 FOR 120 MPH (3 SECOND GUST)
WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001
FLORIDA BUILDING CODE AND 200E SUPPLEMENTS
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