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328 5TH ST - SITE PLAN AREA TABULATION Duval County Wind Speed Lines SUPPORT STAKES* MAIN HOUSE--------------------31152 1 (2 FIER BALE) APARTMENT-----------------------800 N 120 STRAW BALES-INSTALLED SUPPORT STAKE.3 POWDER BATH---------------------50 W E CONTINUOUSLY AGAINST V MAX SPACING) TOTAL LIVING-------------------4,002 DOVMSLOPE SIDE OF ---------------------------------------------- 119�PH S FILTER FABRIC FENCE FRONT ENTRY--------------------584 110 010* S'MIN. SIDE ENTRY-------------------------89 Duval County Wind Speed Lines CVRD LANAI----------------------- Duval County Wind Speed Lines 254 /A/ SMR KITCHEN--------------------372 �115 MPH x FILTER FABRIC FENCE 1 3 CAR GARAGE------------------810 09 FILL SLOPE GARAGE AWNING---------------165 20 MPH COMPACTED APARTMENT BALC---------------44 BACKFILL ---------------------------------------------- A SAIL BINDING TOTAL UNHEATED------------2,318 FLOW 105 ---------------------------------------------- 110 MPH 1 TOTAL S.F. UNDER ROOF---6370 A P OX EXISTING GROIJND A Sl to -T_ ION LOT COVERAGE A USE 2"x 2x 48'(t 31W)WOOD OR HOUSE & GARAGE-------------------------------------5,224 S.F. EQUIVALENT STEEL(U OR T)STAKES WALKS & DRIVEWAY PAVERS--------2,533 /2 = 1,266 S.F. POOL PAVERS------------------------2,175 - 432 /2 = 871 S.F. 9 MPH POOL-----------------------------------------------------------432 S.F. 105 MPH 115 P TOTAL COVERAGE--------------------------------------7,361 S.F. ------------------------------------------------------------------------------ 110 105 120 MPH ENTIRE LOT----------------------------------------------15,484 S.F. Duval County Wind Speed Lines Description TOT AL LOT COVERAGE------------------------------------47.5% For purposes of structural design,the location of 120 mph wind line for the city shall be as follows: Starting at the intersection of Phillips Highway and the Duval County line at the south,proceed north along Phillips 119 Highway to the intersection of State Road 9A. Proceed noift atong 9A to Yellow Bluff Road. Proceed north along Yellow Bluff Road to H4#wmy-17.'_"Proceed north 120 along Highway 17 to the Duval County line.All structures located east of this line shall be considered in the Wind-Borne Debris Region as defined by the Florida Building Code.All structures west of this fine shall be designed for 119 mph three-second gust. Wind Line locations taken from the Duval County Wind Speed Zones Map(hftp://www.coj.net/pw/bidtfyi/windspeedl.jpg) Prepared by the GeoPlan Center,University of Florida which established the geographical boundaries of the for the Florida Department of Community Affairs, wind speed zones and the wind borne debris region in Codes and Standards Division,pursuant to s.1606.6 Duval County. of the Florida Building Code. Ordinance Adopted December 2001 4 2 0 4 Miles Effective March 1,2002 5TH STREET (40' R/W) SILT MAIL BARRIER--\ 100.00' CONCRETE SIDEWALK BOX 0.5' U) U) 90010, 91, Ri LLJ 89 9' 11'. 11 LEEOPO-LEIT] SITE CONST DUMPSTER W � PARKING SITE —SILT + BARRIER STORAGE j75'-l"(BIG SQUARE) 16' B.R.L. 19'-10 1/2" — — — — — — — — — — - —I— — — — — — — — — --- — — — -- — — — — — — — — — — —] V — — — — — — — — — — — -- --- — — — — — — — — il-1 El EFt - - -- ----- - - - L___j L_____j �A�V:E S]' [C-0-N-C-.11 7 ------ 037 iD08, C) 102 IF 12'WIDE 1033 PAVER DRIVEWAY I Am Z_ �:D 0-1. (�D.2 15 W /z' ;0 1_14 A/C 003 PAVI�RS + MAIN HOUSE FFE.- SIT 5' 1[ RK�NG PA CON(;� L7 X 0 (019 020 DW SILT BARRIER_"\, < __0 CP PAV REF J X 00 T_ ERS X —T X LO LO X > n.2 PROPOSED POOL X D24 4 PAVERS M __6 LC: C\! co C-1 6c? O�7\> (,.n 65: : CL CD I (0 (6r- ---------- [PAVERS 20' B.R.L. IF THE ABOVE DIMENSION DOES ca=3 - — — — — — — — — — — — — — — — — — — -- — — — — — - NOT MEASURE ONE INCH (1") EXACTLY,THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, (1)coo I= AFFECTING ALL LABELED SCALES. 19'-10 1/2" Ca Cc --[L BY REVISIONS DATE cn� a)(n a) E E 00 a)aa)) U a) 89 0(D COM 900/1 14911 LOLO C)c> C\104 0.81 X X X, 0.4' EE 075 "&_ SILT—/ BARRIER C cr- -A a M w CD L 0 T 1 D LOT 11 BLK 6 EE Date: 6/16/16 Scale: AS NOTED ATLANTIC BEACH F L A 00 Drawn: 13). .62' Job: NASSAU COUNTY JUN 1 6 2016 i Sheet CL 00 cn a) a) >1E SITE PLAN Ec C Cc t/4'Fll SLC SCALE: 1 10' 0 51 10, 20' A=2 Plotted On: 6/16/16 AREATABULATION Duval County Wind Speed Lines SUPPORT STAKES* — MAIN HOUSE--------------------3,152 (2 PER BALE) APARTMENT-----------------------800 N 120 .45"TRAW BALES-INSTALLED SUPPORT STAKES POWDER BATH---------------------50 W E CONTINUOUSLY AGAINST V MAX SPAC ING) TOTAL LIVING-------------------4,002 DIOWNSLOPE SIM OF ---------------------------------------------- 119 M FILTER FABRIC FENCE S FRONT ENTRY--------------------584 110 VMIN. SIDE ENTRY-------------------------89 Duval County Wind Speed Lines CVRD LANAI-----------------------254 Duval County Wind Speed Lines ......FILTER FABRIC FENCE SMR KITCHEN--------------------372 �r115 MPH 3 CAR GARAGE------------------810 FILL 20 MPH fie GARAGE AWNING---------------165 SLOPE COMPACTED APARTMENT BALC---------------44 RACKFILL ---------------------------------------------- SAIL BINDING TOTAL UNHEATED------------2,318 FLOW ---------------------------------------------- 105// 110 MPH TOTAL S.F. UNDER ROOF---6370 1 EXISTING GROUND Ox. .VOW-* uf A P SI ION LOT COVERAGE USE 2"x 2"x.48' 3/80)WOOD OR HOUSE & GARAGE-------------------------------------5 224 S.F. EQUIVALENT STEEL(U OR T)STAKES WALKS & DRIVEWAY PAVERS--------2,533 /2 = 1,266 S.F. POOL PAVERS------------------------21175 - 432 /2 = 871 S.F. 9 PH POOL-----------------------------------------------------------432 S.F. 1051MPH 115 P TOTAL COVERAGE--------------------------------------7,361 S.F. ------------------------------------------------------------------------------ -—------ 105 ENTIRE LOT----------------------------------------------15,484 S.F. 120 MPH Duval County Wind Speed Lines Description TOTAL LOT COVERAGE------------------------------------47.5% For purposes of structural design,the location of 120 m the intersection of Phillips Highway and the Duval ph wind line for the city shall be as follows: Starting at County line at the south,proceed north along Phillips 9 Highway to the intersection of State Road 9A. Proceed north along 9A to Yellow Bluff Road. Proceed north I along Yellow Bluff Road to Highway 17. Proceed north 120 along Highway 17 to the Duval County line.All structures located east of this line shall be considered in the Wind-Borne Debris Region as defined by the Florida Building Code.All structures west of this line shall be designed for 119 mph three-second gust. Wind Line locations taken from the Duval County Wind Speed Zones Map(hftp://www.coj.neVpw/bid/fyi/windspeedl.jpg) Prepared by the GeoPlan Center,University of Florida which established the geographical boundaries of the for the Florida Department of Community Affairs, wind speed zones and the wind borne debris region in Codes and Standards Division,pursuant to s.1606.6 Duval County. of the Florida Building Code. Ordinance Adopted December 2001 4 2 0 4 Miles Effective March 1,2002 5TH STREET (401 R/W) SILT MAIL 0.5' BARRIER--\ 100.00' CONCRETE SIDEWALK BOX 0.51 CO T \\49' 1 goo 10/'//4/ 9 OP DEO-LRET SITE CONST. DUMPSTER LLI 890 ill W , PARKING C) F_ SITE SILT < BARRIER STORAGE PAVE1A%_) (PIG 5'� —75-1 SQUARE) I 16' B.R.L. 19'-10 1/2" — — — -- — — — — — — — — — — — — — --- — — — — — — — — — -- + ———— IT TEq- L___j PAVERS] FCON7C 027 �012j —L_ T I i 12'WIDE PAVER DRIVEWAY t 001 c) IC.)2 (01") 01 <.�2\ X > r MAIN HOUSE I r4 FFR.= SITE 5- r%r%K—ir 11111 PARK�NG L +- 0 '071 00 DW SILT �4> 26� _j BARRIER__'- _d CP -IF H =11 -4 LREIj 00 P, CL LO C) 024 LO __T! R 0V I S 10 N V/�/ l BP# _212_I Z 1-1 > ///'M DATE: 2_5�—' 16- SIGNED PROPOSED POOL F 024) X PAVERSI I 66NCII 025)i OFFICE COnv cr)N CD (L �(o _g(6 75_�e �PAVERS] 20' B.R.L. cc$= 11 J- IF THE ABOVE DIMENSION DOES -- — — — — — — — — CML NOT MEASURE ONE INCH (1") EXACTLY,THIS DRAWING WILL HAVE [A/C BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 19'-10 1/2" CU BY REVISIONS DATE (D EE 0 0 (D a) a) TE a)W 890 9' Cam 900 49 LOLC) C\104 0.8'- X X ___x-------/1(--- 0.4' E E SILT (LQ_ BARRIER ��j IND CO M a)a) LOT 1 -A D L 0 T 11 B L K. 6 E.E Date: 6/16/16 _�D_2! — Scale- AS NOTED A T L A N T I C B EAC H , F L A Drawn: 5-2 Job: a) NASSAU - COU NTY JUN 1 6 2016 Sheet Q_CL 0-0 ot: 1�0) W(l) >,E Ec SLC SITE PLAN 120 OC 1 A-2 uj SCALE: 1 10' l!lll- 0 5' 10, 20' U) (D (nz) Plotted On: 6/16/16 U) c-*Ij c::) 3AIda Lsyoo 4Ct ISY3 3NII M/8 LU Ln u CL --j CL < < Lu u->- 0 U- CL < -t C) Lu LA_ -0 "'to uj 0:� C') z 0 a: -, Ld C) Ld Q ON -j 54 -1 d P-3 -j 14--j En u 0 0 r- n z S rl C) z C;-i(cn) 0 00 Lj C) z_9 x (n 0 z co U.) 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