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1927 BEACH AVE SITE PLAN D.E.P. F001rRINT TABULATION LOT COVERAOE AMBLE PONT g N HOUSE AND GARAGE (INCLUDES ALL CANTILEVERS,ROOF AREA OF LOT = 41,448 S.F. OVERHANGS,DECKS, AND STAIRS) = 4340 S.F. TOTAL HOUSE C4h,0ERA0E (IMPERVIOUS) = 56?7 S.F. .3 S 3 IA01111�N& 2ce-41OiR�YM 0. HOUSE FOOTPRINT (IMPERVIOUS) s 33'14 S.F. 9 WOOD FRAM EXTERIOR STAIR 00% PERVIOUS} ■ 44 S.F. HEST 510E CANTILEVERED BALCONIES (PERVIOU5) = 46 S.F. , � =' AN"POINT SOUTH 510E BATH ENTRY,SHED ROOF (PERVIOtz) 24 S.F. oppom Iti43 SOUTH SIDE HOUSE ENTRY, CABLE ROOF (PERVIOUS) = 3q S.F. SOUTH SIDE CANTILEVERED BALCONY (PERVIOUS) = 16 S.F. SOUTH SIDE CHIMNEY CANTILEVER (PERVIOUS) = 6 S.F. EAST SIDE WOOD FRAM BALCONIES (50% PERVIOUS) a 2501 S.F. g NORTH SIDE CANTILEVERED FLOORS (PERVIOUS) s 14 S.F. �a +} , , DRIVEWAY PAVERS o/ SUBSTRATE 005 PERVIOUS) = 350 5F. Z `� WALKWAY PAVERS (50% PERVIOUS) • 2'11 S.F. N , , 8 S F »� NORTH SIDE OUTDOOR SHOY�ER PAD (505K PERVIOUS) ■ . + PAVER A.G. EQUIP. PADS (50% PERVIOUS) = 38 S.F. C ► + G.M.U. BREAK-AWAY SCREEN WALL_ (IMPERVIOUS) s '72 S.F. POOL BEYOND HOUSE FOOTPRINT (IMPERVIOUS) = 211 S.F. PAVER POOL DECK ((50% PERVIOU5) = 26 S.F. 1►, i , TOTAL IMPERVIOUS = 4633 S.F. TOTAL LOT GOVERA6E $ 4a.0A5 0 a � ► I H T111.d' tom`' CQ rn ocw LOT 53 STORY FRAME c - �} RESIDENCE ' ti -� NO. 1931 —� D 21 Y .. N '-10" I i ' I o FOUND 1/2" IRON .8NORTHERN EXTENTS OF ; S1 1 a 17— O D � ROD, NO CAP NORTHING:2,186,890.5 40 47"E 187.50' IRON CUT 4' H. POS. FENCE G- EASTMG:53,658.0 ° s so _ _ mAL- N 8 9 4 a 4 7 E �� 18 9 OWER P D � '—I " I X ' ' A O. - ------ -®- - -- - F V _ o -v D � T_____-- __-- -��-- -- �- -�- _ 5 L --- REMAINS 0 BE H U E VAS -� �. '1---- i - `0 1 ' -_ L BULKHEAD URIE UN ES -- -___ -L-�- - ---t-C== AYERED A.C. EpIr PADS -- - - --- O --- ' D W Z C4AY '}IBV., i I ipffi .gam i EQUIP P { -+ ' i r\� y C -4-J I 9E co I - t ! ��r ue7DECK P mom o WI Z ..� o N EXI 1 UMPAD. souls'm wt ( 9oR •a' , 0° W ° TO BE NI , 1, mmAmm Ocuy N m N DRIVEWAY i wI rAvcjww r- _i = — ———J —A IVC. U. N ALL (� ,� 0 O f--I � C o ;� 1 it f pa OEq( CSS "n C BALI Y ABv� ;_ I ' �e 10 .R.L W RT i v ----- -------L -- -----__y N - -- K FOUND 3/4"IRON ROD, --- --- =AWAY C.M.U.C.M.0 —_ _SEAWALL Tn OCCL ECAP NORTHING:2,186,840.7 s s ,3' AOSTIN( 530.638.9 BREAK 6�B�jY M.U. 6 8 9 4 W coNcE WALK 1 NO _ Z PUS { S89'4 '37 W 511' G& IRON IR -- --__W� WALK - - ---------- Ia`-6�" OF 42' 53'-6" - 44' POOL THERN EFENCEXTENTS rn ------—-----------— -LU BENCH MARK: > EXTENTS OF - `O rn K-AWAY CMU ESTATE / cQ FOUND MAGNAIL & DISK (LB3672) NO WALL 2 STORY FRAME O NEAR EAST EDGE OF PAVEMENT OF RESIDENCE Z 41 BEACH AVENUE 2ILS N0. 1917 0 01°00� o & 9.0' SOUTH OF SOUTH PROPERTY O o 0 LINE 0 1927 BEACH AVENUE. LOT 51 Z ELEVATION 20.85 N.A.V.D. (1988) c3 FLANs " 0 151 TE 4p m m P1I— SCALE: 1"=20'-0" �' m rn ALL OF THAT PART OF LOT 52, NORTH ATLANTIC BEACH UNIT NO. 21 AS RECORDED IN PLAT BOOK 15, PAGE 51 OF > 102.E_._. $ ➢ THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA LYING VESTERLY OF THE EROSION CONTROL LINE AS ESTABLISHED BY PLAT BOOK 35, PAGES Sq, 5qA AND 54B OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY. W ANGLE PMI ti 1c r M in �7 jm a. z NoIevm mesa" memo 8=3&1 � A AL/ L 2 3 2015 !L GONSTRUGTION--I M.=ZOITE"X` AO"—�- ' L—WaM PERMIT LME CkGOA LINE19N`` � U"� I ----------- _ (� =20 PROPERTf LINE--� 1; Ra.. _ _ - ------- �--TRAVERSE LIFE TO 7W"*5T POW OF N S RW FM OF SHALL W.M T+E VERTICAL�S�tRIlG111RE GMW SR PAXAPE��ANY THEREFO V A,GJI ❑ 5ALGOwE5 _ 1 EXCLUSIVE OF OWM. THE APPROPRIATE METHOD OF DEI 44NDO THE MAXMJM AWOKABLE ❑ HEWff OF 19UWMS MOLL E E USED IN ACGORDANGE KITH THE FOLLOMM. a •• •O:IM?e'e r."" -- 1 (�) OF FLOOD ZONE DLA OMTIOR PARCELS WITH TOPOGRAPHIC VARIATIM OF MORE THAN �.. 1 -M -I4 TNO FLAT AS DEMONSTRATED 5Y GERTFFED 9JIZv Y OFT MIGWDIM ALL OGE1W FRONT PAWas SHALL G � � ' _± a o ='_ = 1 ❑ 1 I PROVIDE A=17IFIED SURVEY OF THE GA XALATED AVERAGE 6RADE� �Aiv'�GE-L5 W�FRE THE ONLY I=_ o _ Lar p R'k; a 1 GRADE SHALL.EE WW A5 TIE 8661NNIN6 POINT 4F ❑ ❑ ❑ ,a'7T"�.7:3'�7: ❑ TOP0�6RAPHIGAL VARIATION 15 A CITY AMED DRAINAGE E, THE METHOD IN r. 6CiTI0NVb �5I�1L.L BE USED. _ o • Cc] 1 - (+xx u --- - - ------ -- - -- - - f 4'ME M=DUPE YVAL.KOVM CaM LME OF API'ROX.TOP i ---- 1 �i�, =I -- ` (GALLA L.ATEP AVERAE�E I 4'h.POOL FENCE BEACH AVEMJE OF DRNEWAY ' - ' OF LOT UNM BUILDING PAD) 1 0:5 OFF 6RAUE MAX. 021.1V NAv�v-a8) (+zI�a'w�vD- _ m ulual' 5 � E-- " I ----� 1 TOP OF EXI5TIN6 6RADE ED6E OF VE6ETAT I-4 L- g NmE }� trEAN HIGH ' 1 1 ? (TOP OF 6ARA6E (TOP OF HOUSE ---- Y�IASE TER U+xxxx'WAVD-W) LAB) 1 � 1 11 MATER LIRE —.l MAW FILL PLAW451T 1 1 I x ,�HATS i1 CONTROL LINEI 1 1 1 0 I I sTRUCTUAt 1 OMWED I EXISTING wao0 POST ` I ATLANTI Ce OCEAN 1 1 I fOAO'NAVD-+68) PLL.M TO I I I < 1 1 STRUCTURAL I 1 1 1 1 --i I , +-42'-✓4" TO 5E RD mme OF A.G. COWS AD (BEYOND) +-42'-5 j" To 5EAHARD EDGE OF ENG GARAGE DR,4NW L3Y: KB6IBV +- 4'-Il" TO SEAWARD EDGE OF SHOMR PAVER PAD (BEY ) A:A �WV/)� Z 2 CHECKED $Y= +-100'-11�" TO SEAWARD EDGE OF ENCLOSED STRUCTURE SCALE: 1'= 20'-0'of Po EDe ~ DATUM=NAVD-88 Z SEAWARD �E Pool 4Q) NOTES: --r " ro 5/5/IS 1) THESE PLANS ARE MSIONED TO BE IN COMPLIANCE WITH THE C c STANDARDS ESTABL I SHED IN SECTION 628-55.00? � Z N r °.SCALE TO SEAWARD EDGE OF PAVERS FLORIDA ADMINISTRATIVE GODS. 2) THE MAIN ?HIND FORGE RESISTING SYSTEMS ARE DESIGNED 0 u) �j ,SOB NUMBER: _ BALCONIES IN ACCORDANCE WITH SECTION 6, ANSI/ASCE '1-02 TO SEAWARD EDGE OF "MININMUM DE516N LOADS FOR 5UILDIN65 AND OTHER Q STRUCTURES" TO WITHSTAND THE HIND LOADS A56OCIATED O , -AWAY G.M.U. SCREEN WALL WITH A MINIMUM BASIC Y41ND SPEED OF 120 MPH. Q /17/IS +-122'-51/2" TO 5E AIARD EDGE OF 5) THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DE5I 6N AND w 000 NO: t-135'-•D�" TO SEAWARD EDGE OF PILL SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE Z 0 "MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER 00 55TRUGTURE5" MENTIONED IN NOTE 2. +-164'-21" TO 5EAHARD EDQ►E OF POOL FENCEA2 OF= 6,58 ANGLE POINT 7 44!'Z OPPOSITE R-42 INSTALL 2'x8" IPE DOCK 2'x6' IPe DECKING W g N SNC I NEARS STRUCTURAL CRITERIAJOISTS TIGHT AGAINST 6"x6"POST. 2poo-4I0 x 0)4",*2 SWARD _ FRIND SHANK DRIVE TYPE 316 STAINLESS FASTEN W 6-12d MAY OVERRIDE 5HOWN DETA I L5. STAINLESS STEEL NAILS EACH SIDE. STEEL DECK SCRE108 AT N � E4441 INTERSECTION 3 DEPARTMENT OF NATURAL RESOURCES FOR 5TRUGTURAL AND REI NFORGI NG 2"x&"P.T.SY�`P NoZ DeC.K JOISTS• *2 o.G. 2"x8" IPE MONUMENT N0. 72-81—A16, JULY, 1989. l NORMATI ON, RESER TO SNC IN�ERI NC RIM BOARD.FASTEN by ROWS,I2d RMIG SHAW 5HEET5. STAINUM STEEL NAIL$ IT{ • 16"Obi.,INTO TFC � a END OF EACH DECK JOIST 00 �\ \� EXISTING GRADco E Ln INTER LOOKING PAVER SYSTEM Oft 2WO IPE � Ipc S{NIP.�ON H23%;AI .E56 CD 4'. W 4 ROWI6 12d RING SHANE , ANGLE POINT . �JaN>'~3 STEEL.FNJRRIGANE CLIP w/ D°� .FASTEN TOGETHER, I I U'2 GONGIRM SAND TO MEET ASTM C55 1 " STAINLESS STEEL NAILS O-IOcbc(I)8 STAINLESS • l2 OCG. Ia O OPPOSITE R-43 STEEL NAILS AT EACH 4"THICK L1M EROGK BASE C0JRSE C�.iMPAGTID t1111 0 TO A DENSITY OP AT LEAST IO(M OF THE MODIPIED DOCK JOIST GUT-1N(u b"SPAT INTO 6'x6" 0 1 PROCTOR MAXIMUM DRY DENSITY(ASTM 01 6"x6"P T.SYP No.2 IPOST TO NSTALL. RLCE D 1111BEAM ;y,,, .Ii1 .�. •�;;. �, MTH A MINIMUM LIR OP T3.(OPTIONAL) POST• 8'-O"O.G.EXCAVATE 2pcs " / / AND EMBED POST 4'-0" INTO OALVAN12W THROUGH BOLTS AT D 12"OF STABILIZED SUBGRADE MON-PLASTIC,INORIOANIG, EXI5TIN9 GRADE • EACH BEAM TO POST LOCATION \ GRANUII_AR SOIL GOMPAGTED TO A DENSITY OF AT LEAST 4M OF THE PROCTOR MAXIMUM DRY DENSITY(ASTM D 1357) • 4 AND STAIILIZCD TO A MINIMUM OF LIR OR 40. > u r" ( PAVM DETAIL W HIDE LIE DUNE WALK01 fiZ Z ^ ; ; SCALE= 112'=1'-O' SCALE, VZ'=I'-O' oW J , o 1 -p► �� �, loo F—I 0 , Iv Z `; � � m co 0 +-44'-Ij" TO SE4W,4RD wm OF OUTDOOR sHoNER PAVER PAD - 7 vow1 +-IX-5" TO SEAWARD EPSE OF POOL EQUIPMENT PAD (BEYOND) i +W-20 o:G.fT1"PJ 1 BRONZE ANODIZED RAILING to w +-42'-5i" TO SEAWARD EDGE OF A.G. GONDS. PAM �� % I"9G1.PIGK�TS•S"o.G. a' N 1 L-- 5'SQ.PmT A i 1 I � I"x 2"BOTTOM RAN. i { , I I I I 1 , 1 1 I AV DIA L11"ENOCK BASE COP'M'"ACTED TO A DENSITY OF AT LEAST WS OF"MODIFCD PROCTOR MAXM"LM ERY DENSITY(ASTM 0 1531) w / WITH A MINIMUM LISM OF 16.(OPTIONAL) i i 4 STABILIZED StUBGRADE INON-PLASTIC, INOWmANIG,GROAX AR SOIL 0 "IF'ACTED TO A 111 .61 DENSITY OF AT LEAST WS OF T+41E PROCTOR rri ,\, MAXMLIM DRY DENSITY(ASTM D 1631)AND C ; ; // /\ / \ STABILIZED TO A MIN"JM OF L.BR OR 40. i � ENU58ET BRACIGg'T'S I C7LOT 53 \ NOTE. CONTRACTOR SFUILL SUBMIT SHOP WI ✓ ' FFAME ; / PDRANG5 FDR APOR PRDVAL PRITO O STORYi ` / / ABRIGATION ON ALL RAILING Qy RESIDENCE IcQ4HI&H POOL FENCE SEANARD OF THE NO. *j: 0 193 SriAL,E� 112••1'-O"T' ;It 11 C v Nv rk0�% (JI n 1 21'-10" 1001-6" i '-O 11 0 V ' � I �' ' o d z v z FOUND 1/2" IRON -' ' I � g,6 of 1 NORTHERN EXTENTS s .� m 40 ROD, NO CAP 1 o » 4' H. POOL FENCE 1 g NORTHING: 2,186,890.5 9 4 47 E 187.50 IRON N CUT 0 . 0 } 00 FASTING: 530,656.0 0 9 N8 40 47 " E 18 AVERED SHOWER PAD OUND —C Tiv_ , I ti ' WOOD FENCE 0.4 - ------�EXISTING.�--------------- 5 B R I ' C � - -�--�---------- _ � ''---- REMAINS 0 CO RET xx. CYDS OF FILL B Ems_ H U E R AS S -----� S DEPT TED B HATCI BULKHEAD BURIED\UN- ES z ------------------- - 0 CAN TILEVER -! = I y\ ,, /\, �/,,�• \/, �/ LID(A Z BALCONY ABV� � i , , /,� , \ , � ' ' \ ' ` ' ''� SE N EXISTING H}OUE . I , ; / ,� /, m _ I \T `\ `\` \\ \ �` > '\y\ DPA ER PA 10 WWI w TO REtifO D 4 1 /, \ , r �7 E cn c� _,� (�-} � I rd. F R B LCONI C t� � � '�• _ == __JI \\ ,,r, \ \ \ �� r\/ \ / \ , , \ \ \r r �\y��\/,i,\�\i/i�, \\ \r \r\ \ \//,v\ r \/ � .. A2A2 .p 0 PAVERED m ODRIVEWAY .- K-A AY C.M U. SC EEN ALL n T_ Ittfl NIiOD 0 i FRO NEW RADE O .o \ /\ / \ �\ / \ / r\i r / 1_ _...a Vv- 00 --�� 1 \T�/ %% A,K- AY C.M.U. PIE (_0D CANTILEVERBALCONY ;ABV. I \ ' 8 H. ROM W GRA E \\ 0 R rT- v v' I I � ---------- --------------- - --- i 4 /,\C(,�i\ / \i\ I __-� _ _-- ------T---------------1-_= \ .\ TEMP. SILT RRICA E/ _ = n CO NSTRUCTIO FENC FOUND 3/4"IRON ROD, L_ _ ---------------- - __ __------ -------------- -__ _____------ FROM LAND RD SI E ---- _ __ F SEAWALL TO CCCL NO CAP + + 6 WOO FENCE 9 9 9 s' Woo F Np 0 3, FO ND 1/2 IR N _ NORTHING: 2,186,840.7 BREAK—AWAY C.M. S �� 90140 4 W CONCRE ALK ' 8 PIP NO EASTING. 530,658.9 PIERS 6P-8$p h. ----- __ 4----__ FROM NEW GRADE ( 9'040'37"W 185 11 ' 6.3' IRON I —1 --------- w -- — ------------------------------------- S — -- °0D Wq --- ----- ----- -- S UTHERN EXTENTS OF - --__ LK -- -- -- -- - 1 14'-8" gr 44-+8" I 14'-8" 1 14'-8.1 1 141-8" 1 '-4" 4 H. POOL FENCE102. 3" 111111 -- -----------------------------t1-1—IJ-1 o BENCH MARK.- A SOUTHERN EXTENT OF • FOUND MAGNAIL 8c DISK (LB3672) � BREAK--AWAY CMU ESTATE RETAINING WALL 2 STOR FRA E Q NEAR EAST EDGE OF PAVEMENT OF REST NCE Z BEACH AVENUE 25.3 iv N 0. 917 t� 1 ' la'-b " 10 1 2° 1-4" CA & 9.0 SOUTH OF SOUTH PROPERTY LINE Q 1927 BEACH AVENUE. 0 ,� � o Z3 2015 ELEVATION 20.85 N. A. V.D. (1988) �' C4 �, JUL���- -- 1•...- -< 00 0 z O 1 .5 r... � v < V m 3CA rn 0 o 29.5 M } 4 Z ~ y =:� m 102. 0 C) < Q (` 1 <T E L A NsE3 11..1 N � - SAL : IN_IOI-o11p o 1- v Ln .p. rn � ALL OF THAT PART OF LOT 52, NORTH ATLANTIC BEACH UNIT NO. 2, A5 RECORDED IN PLAT BOOK 15, PA6E 57 OF ANGLE POINT I 4 THE CURRENT PUBLIC REGOR05 OF DUVAL COUNTY, FLORIDA LYING WESTERLY OF THE EROSION CO1�CML LINE AS OPPOSITE R-44 E5TABLISHED BY PLAT BOOK 35, PAGE5 5q, 5qA AND 5qB OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY. DEPARTMENT OF NATURAL RESOURCES +-42'-5in To 9EAWARD axe OF ENCLOSED GARAGE 4L N„ MONUMENT NO. 72-81—A17. JULY, 1989. Z CRAM ElYe KB6 V WZ NORTHING: 2186220.9 +-100'-11i" To �IeAwARD EDSE of eNGLosEO � TURF �/� 2 CHECKED $Y: FASTING: 530133.1 CO2 +-tot'-1 j" TO wAmiw EDGE of PAVERS 1' . ZM TO SEAWARD EDGE of P L ADDITIONAL. NOTES: Q W I � 515AS # 1) THESE PLANS ARE VE516NW TO BE IN COMPLIANCE WITH THESTANDARDS ESTABLISHED IN SECTION 628-33.00'TZ T= SGALE� FLORIDA ADMINISTRATIVE CODE. /s' t-II61-II�" TD ARD EDGE OF PAVERS 2) THE MAIN WIND FORGE RESISTING SYSTEMS ARE DESIGNED 0 2 - 1 " IN ACCORDANCE WITH SECTION 6, ANSI/ASCEl-02 � �- � ` ' 56650 + 111-0 TO SEAWARD EDGE OF BALCONIES 'MININMUM 0E516N LOADS FOR BUILDINC75 AND OTHER A/ © <( G� 5TRUCTURE5" TO WITHSTAND THE WIND LOAD5 A55OCIATED Y� 0 , 7 +-122'-51/2" TO SEAWARD EDGE OF BREAK-AMG.M.U. SCREEN YVALL W1TH A MINIMUM BASIC WIND SPEED OF 120 MPH. Q 3) THE COMPONENTS AND CLADDING HAVE BEEN SELECTED Jq AND THEIR USE INCORPORATED INTO THE DESIGN AND ON&N4: +-13'3'-ok TO EDGE OF FILL SPECIFICATIONS IN ACGORDANGE WITH SECTION 6 OF THE Z ui U)"MINIMUM DESIGN LOADS FOR BUIL IN69 AND OTHER STRUCTURES" MENTIONED IN NOTE 2. 0 +-164=2j" TO SEAWARD wee OF FENCE OF