HomeMy Public PortalAbout12-16 Large PlanProposed Addition for:
Gulf
3600 Gulf Stream Road
Gulf Stream, Florida 33483
IM67
a Igo I- ni
architects
TOWN OF GULF STREAM SITE DATA TABLE
GROSS LOT AREA
239,995 SF
EFFECTIVE LOT AREA
239,995 SF
F.A.R. CALCULATIONS
EXISTING
DEMO
NEW
NET
FIRST FLOOR
38,580 SF
NA
1,909 SF
40,489 SF
CEILINGS OVER 15' (DOUBLE)
NA
NA
NA
NA
SECOND FLOOR
4,927 SF
NA
1-,777 SF
6,704 SF
FIRST FLOOR COVERED
15,838 SF
1,503 SF
765 SF
15,100 SF
SECOND FLOOR COVERED
815 SF
178 SF
424 SF
1,061 SF
AWNINGS > 3'& SCREEN ENCLOSURE
NA
NA
NA
NA
GARAGE
NA
NA
NA
NA
GROSS FLOOR AREA
60,160 SF
1,681 SF
4,875 SF
63,354 SF
OUT BUILDINGS
NA
NA
NA
NA
TOTAL FLOOR AREA PROPOSED
63,354 SF
TOTAL ALLOWABLE LOT COVERAGE
239,995 SF X 25% = 59,999
SF
TOTAL PROPOSED GROUND FLOOR AREA
55,589 SF = 23%
TOTAL HARDSCAPE AREA
60,643 SF
(58 %)
REQUIRED LANDSCAPE (40% OF LOT)
95,998 SF
ACTUAL LANDSCAPE
138,692 SF
TOTAL FLOOR AREA LEFT FROM DEVELOPMENT AGREEMENT 1,577 SF
TOTAL NET FLOOR AREA ADDED 1,617 SF
T01 -AL SECOND FLOOR AREA LEFT FROM DEVELOPMENT AGREEMENT 258 SF
TOTAL NET SECOND FLOOR AREA ADDED 1,765 SF
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STORM DRAINAGE CALCULATIONS:
TOTAL SITE AREA = 239,995 SF = 5.51 AC.
TOTAL EXISTING BUILDING AREA = 40,098 SF = 0.921 AC
TOTAL PROPOSED ADDITIONAL BUILDING AREA = 2,341 SF = 0.054 AC.
TOTAL EXISTING AND PROPOSED BUILDING AREA = 41,145 SF = 0.975 AC.
TOTAL EXISTING PAVED AREA = 60,820 SF = 1.400 AC.
TOTAL PROPOSED PAVED AREA = 0 SF = 0.000 AC.
TOTAL EXISTING COVERED SIDEWALK AREA = 13,234 SF = 0.304 AC
TOTAL PROPOSED COVERED SIDEWALK AREA = ( -261) SF = ( -.006) AC.
TOTAL EXISTING UNCOVERED SIDEWALK AREA = 1,757 SF = 0.040 AC.
TOTAL PROPOSED UNCOVERED SIDEWALK AREA = 0 SF = 0.000 AC.
TOTAL EXISTING COVERED HUT AND PICNIC AREA = 1,296 SF = 0.030 AC.
TOTAL PROPOSED COVERED HUT AND PICNIC AREA = (- 1,296) SF = (- 0.030) AC.
TOTAL EXISTING ROOF AREA = 54,628 SF = 1.250 AC.
TOTAL PROPOSED ROOF AREA = 56,969 SF = 1.308 AC
TOTAL EXISTING IMPERVIOUS AREA = 117, 205 SF = 2.690 AC.
TOTAL PROPOSED IMPERVIOUS AREA = 118,252 SF = 2.710 AC.
TOTAL EXISTING PERVIOUS AREA = 122,790 SF = 2.818 AC.
TOTAL PROPOSED PERVIOUS AREA = 121,743 SF = 2.794 AC.
A.) COMPUTE FIRST INCH OF RUNOFF FROM TOTAL DEVELOPED SITE
= 1 IN. x 5.51 AC. = 5.51 AC -IN. (CONTROLS)
B.) (1.) COMPUTE 2.5 INCHES x % OF IMPERVIOUS AREA
CALCULATE SITE AREA FOR WATER QUALITY
= TOTAL PROJECT - ROOF AREA = 5.510 AC. - 1.308 AC = 4.202 AC.
(2) IMPERVIOUS AREA FOR WATER QUALITY CALCULATIONS:
SITE AREA FOR WATER QUALITY - PERVIOUS = 4.202 AC. - 2.794 AC. = 1.408 AC.
(3) % OF IMPERVIOUSNESS FOR WATER QUALITY:
= 1.408 AC. / 4.202 AC. x 100% = 33.51%
(4) 2.5 INCHES x % IMPERVIOUS
= 2.5 IN. x 33.51% = 0.838 IN. < 1.0 IN. (FIRST INCH CONTROLS)
(5) VOLUME REQUIRED FOR WATER QUALITY DETENTION:
= 1.0 IN. x 5.51 AC. = 5.51 AC -IN x 0.75% (25% REDUCTION FOR DRY DETENTION) = 4.12 AC. -IN.
TOTAL STORAGE VOLUME PROVIDED BY EXISTING EXFILTRATION TREATMENT SYSTEM = 4.158 AC. -IN. > 4.12 AC. -IN. REQUIRED
BASED ON THE CALCULATIONS ABOVE AND THE RECORD INFORMATION PROVIDED ON PREVIOUSLY APPROVED PLANS PREPARED BY
GATOR ENGINEERING SERVICES INC., DATED JUNE 20, 2003, THE EXISTING SITE DRAINAGE SYSTEM HAS ADEQUATE CAPACITY TO
TREAT THE ADDITIONAL 1,047 SF OF BUILDING PROPOSED FOR THIS SITE AND NO ADDITIONAL DRAINAGE TREATMENT IS REQUIRED.
MODIFICATIONS SHOWN HEREON ARE FOR PURPOSES OF REDIRECTING RUNOFF TO THE EXISTING STORMWATER MANAGEMENT SYSTEM
VIA OVERLAND FLOW AND THE ADDITION /RELOCATION OF YARD AND ROOF DRAINS.
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REMOVE EXIST. BUILDING
CATCH BASIN & REMOVE
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PROP. YARD RAIN & PIPE
EXIST. YARD RAIN & PIPE
i* EXIST CATCH BASIN
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xl EXIST STORM DRAIN PIPE
YD #2 YARD DRAIN STRUCTURE NUMBER
FLOW ARROW
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ISSUE DATE
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PROJECT No.
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Rene Tercilla AIA, REFP