1927 BEACH AVE - SITE PLANS FOR POOL1170
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NPARTMT OF NATLIRAL, RESOURCES
MONUMENT NO. 72 -M -A17, Aty, IM.
NORTWO 2188220.9
EASTM 530133.1
01
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MONUMENT NO. 72-81-A16.
JULY, 1989.
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NPARTMT OF NATLIRAL, RESOURCES
MONUMENT NO. 72 -M -A17, Aty, IM.
NORTWO 2188220.9
EASTM 530133.1
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RESIDENCE
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m ALL OF THAT PART OF LOT 52, NORTH ATLANTIC BEACH UNIT NO, 2, AS RECORDED IN PLAT BOOK 15, PAGE 51 OF
THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA LYING WESTERLY OF THE EROSION CONTROL LINE A5
E5TABL15HED BY FLAT BOOK 35, PA67E5 51,51A AND 5�B OF THE CURRENT PUBLIC, RECOR05 OF 5AID COUNT)",
2
COASTALL 0E COW5TRXTION-J FLOOD ZONE "X* L= Z?NE 'AO' �-61ENERAL PERMIT LINE
CONTRO
PROPERTY LINE 2O'm5J;LL. �-TRAVERSE LINE HE16HT Or BUILDIN6 SHALL MEAN THE VERTICAL DISTANCE FROM THE APPLICABLE! BEC?INNINC? POINT OF
FriD
J itAiliLILLUIttl APPROPRIATE METHOD OF DMETIERMINI THE MAXIMUM LE
VE OF CHIMNEYS,
(j HEI64T OF 5UILDIN6 SHALL iT-. USED IN ACCORDANCE WITH THE FOLLONINC7,
OF FLOOV ZONE X-516NA-17ION, FARCIELS WITH TOPO6RAPHIr, VARIATIONS OF MORE: THAN
-RTIFIM 5NvSY OF TOP06RAFW INCLWIN6 ALL OCEAN FRONT PARCELS,
m ?0 (2) RMT AS DEMONSTRATE BY OC SHALL
HOUSE TO NOT EXTEND OVER
PROVIDE A CERTIFIED WRYT-Y OF THE CALCULATED AVERAISE 6RAPE, AND THE CALCULATED AVakACf:
20' FRONT B.R.L.
Tf� FARDELS WHERE THE ONLY
tc GRADE SHALL BE USED AS THE BEOINNINS POINT OF W-AWREMENT, EXCEPTINC7
- --1____._.__ � 1: 1, � i r 1
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< TOP06WHICAL VARIATION 15 A CITY -MAINTAINED DRAINA6E EASEMENT H4En THE METHOD
T:s - -------
DE50RIBM IN PRECEDING 5055ECTION ep) SHALL BE USED.
fqCENTER LM OF APpwx, Top I
'Er -1 (C NIXALATED 6RADE
BEACH AVS or DRIVEMY AVERAOf 4'h. POOL FENCE *NIDE HOOD MNE KALKOVER
till
01" LOT LNM:R WILDIN6 PAD) 50' OFF GRADE MAX.
---------w (1:5 SLOPE)
Bi)Fc4ED UNDER DUNES (IN FORE6ROM)
(TOP OF 6ARA61! (TOP OF HOUSE TOP OF EX15TINS 6RADEED6E of YBOETATION
SLAB) 5LAB) PF OP05M FILLPLACEMENT _
L(+xx.xx'NAVo_8o) +-210D CYD5 OF FILL 1 EROSION CONTROL LM
4DW:ST HORIZONTAL A!5 DEPICTED BY HATCH if
MEMBER)I EXISTING POOP POST
FILIN65 REFER TO
ENGINEERING SHEETS
+-42'-5�" TO SEAWARD EDGE OF ENCL05EV GARAGE
+-04'-1j" TO SEAWARD EDGE OF OUTDOOR SHO),NER. PAVER PAP (15EY014D)
+-ICO,-f4` TO SEAWARD EDGE OF ENCLOSED STRUCTURE
To 5r=AV4AR.V EPOE OF POOL
TO SEAWARD EDGE OF PAVERS
+-11"V-04" TO SEAWARD EDC e OF BALCONIES
TO SEAWARD EDGE OF BREAK -AWAY C.M.U. SCREEN WALL
+-155,-O�` TO 5EAAARV EDGE OF FILL
To SEAWARD EDGE OF POOL FENCE
5E.OTION A�A,
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DATUM=NA\/D-55
SEASONAL H16H
WATER LINE
L��
� _MEAN HIGH
I WATER LINE
LQT CO�MSAOE
AREA OF LOT = 11,445 S.F.
TOTAL HOUSE COVERAGE (IMPERVIOUS) = 5544 B.F.
HOUSE FOOTPRINT (IMPERVIOUS) = 5225 S.F.
NO01:) FRAME EXTERIOR STAIR (50% PERVIOUS) = :211 5.F.
WEST 51PE CANTILEVERED BALCONIES (PERVIOUS) = 46 S.F.
SOUTH SIDE BATH ENTRY, SHED ROOF (PERVIOUS) = :24 S.F.
SOUTH SIDE HOUSE ENTRY, GABLE ROOF (PERVIOUS) = 501 5.F.
SOUTH SIDE SUMMER KITCHEN (IMPERVIOUS) = 114 5.F.
SOUTH SIDE CANTILEVERED BALCONY (PERVIOUS) = 16 S.F.
EAST SIDE BALCONIES (IMPERVI011.115) = 475 5.F.
NORTH SIDE CANTILEVERED FLOORS (PERVIOUS) = 14 S.F.
DRIVEWAY PAVERS o/ SUBSTRATE (50% PERVIOUS) = 5505.F.
WALKWAY PAVERS (50% PERVIOUS) = 251 S.F.
NORTH SIDE OUTDOOR SHOWER PAD (50% PERVIOUS) = 5 S.F.
C.M.U. BREAK -AWAY SCREEN WALL (IMPERVIOUS) = 72 S.F.
POOL BEYOND HOUSE FOOTPRINT (IMPERVIOUS) = 111 S.F.
PAVER POOL PECK (50% PERVIOUS) = 27 S.F.
TOTAL IMPERVIOUS = 46411 S.F. I
TOTAL LOT COVERAGE = 41l.2%
COMMUNITY DEVELOPMENT
DENIED
NAVD4b)AT"L_A1 T1C_,,, OCjEAN
6MI][10NAL NQM:
1) 7HE5;= PLANS ARE DESIGNED 70 BE IN COMPLIANCE WITH THE
STANDARDS ESTABLISHED IN 5F_C710N 6215-53.007
FLORIDA Al:)MINI57RATIVE r,0171E.
2) THE MAIN WIND FORCE RES15TIN5 5r5TEM5 ARE r_)E3Ir_SNED
IN ACCORDANCE WITH SECTION 6, ANSI/ASCE 7-10
"MININMUM DE51ON LOADS FOR DUILDIN05 AND OTHER
5TRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED
WITH A MINIMUM 5A51C ViINE,) SPEED OF 150 MPH.
5) THE COMPONEN75 AND CLADt,)INO HAVE BEEN 5F-LPC7EF,)
AND THEIR USE INCORPORATED INTO THE DF -510N AND
SPECIFICATIONS IN ACCORDANCE k4t`7H SECTION ro OF THE
"MINIMUM DE51ON !-OAE;)S FOR 5UILr,)INs5 AND OTHER
STRUCTURES" MENTIONED IN NOTE 2.
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