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1865 ATLANTIC BEACH DR - MISC DRAWINGS ELEVATION NOTES -. 1u1yza,Zo—�:- Z PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM 1 ;FOAM FACTORY INC.OR EQUAL AT ALL EXTERIOR :DECORATIVE ELEMENTS.TYPICAL UNLESS NOTED TOP OF RIDGE :OTHERWISE FOAM APPLICATIONS FINISHES SHALL BE ACCORDING 2' TO EACH ELEVATION OO "CORAL-LIGHT'OR EQUAL PRE-FINISHED LOUVER 3 :FOAM APPLICATIONS SHALL BE INSTALLED AS PER 528 ------------ - --,, _.,MAN9FACnJRER SPECS:.0:N.:.4..:........ ...................... .. z u PRECAST STONE APPLICATIONS,SHALL BE'STONE- i 4. CAST FROM FOAM FACTORY INC.OR EQUAL,AND _—_—_—_— PLATE HEIGHT oz -----L -- - --I ------------- -- 0 :INSTALLED AS PER MANUFACTURER PE I N TRIM WORK FINISHES SHALL WRAP ALL OPENINGS i , p 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE ROOFING PER Ovan G.Drummond,AIA CONTRACT�P') AR 96399 w Fd PENING --------- ---- - METAL WORK IN INTERIOR AND EXTERIOR RAILINGS 3 Manuel Gonzalez,AIA S z 6.!'AND APPLICATIONS TO BE FAUX WROUGHT IRON 2,8 AR 96730 :ALUMINUM UM N M .. Q Sang-72328 Yub e,PE 3 z :THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, upJ w a 7.'ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE 6 FLASHING Z W om 'ARCHITECT/DESIGNER 2 8 2.8 �o p p S w THE BUILDER SHALL BE RESPONSIBLE TO SETA MEETING N o m p iE 'WITH THE SUB-CONTRACTOR/MANUFACTURER AND TOP OF HEEL - —-—'—'—- �-- t-� _ _ 2ND FIN.RX o Y p c 8.,THE ARCHITECT/DESIGNER IN WHICH ALL ----- co ------- ---- ' z w v w z ARCHITECTURAL APPLICATIONS WILL BE COORDINATED PLATE HEIGHT - .0 a .... ..... N -W o�o AND APPROVED PRIOR TO INSTALLATION @GARAGE W p (�,O Ei ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING TYP. - r/ p 9. d z HT F A H HT WITH T R TH M. ® Qj 4'TRIM ::. .......... _. .... .... , _ Z n��. tx� `` W CORNERS 4x12 BRACE U °p o Q (V p E�Nd f �wo z a FIN.FLR_ - ..... I FIN.FLFL O N a 0 W T--- $ m SEE DETAIL S/AS.2.82 FOR BANDING,TYP. w oV N 8 1 N TYP M m k C L U _ F ■ reE � � H otE FRONTELEVATION SCALE: 1/4" COASTAL q proved By Permit Desk w �� Approved Department = �Ww Citof Aiantic Beach,FL po H J C'a t; LOWER lO o-Z• CL Ia- Z ;? a p Wmg _ � Q U p vwf Ox(IngQ – - W PLATE HEIGHT I w —_—_—_—_—_—_—_—_— N co pW ow z!H ROOF PER CONTRACT(TYP.) ^. Z CO IP,3 4 J I- °�pwzN 2 I � I r"(w'Wo 2.8 f 0 Q z�Y, 2ND FIN.FLR. = WP 7--------------- -- ooCC - -—-—-—-—-—-—- p a QQj V o ----------------- – ----- --------------- —_—_—_------------ - / TOP OF HEEL Ln O iJ 1'0" Z W ; n p f o I I 7 po f.__........ ��o"' I I � - `�w� mu+f I I ''CD Zz=�i I I I I ;LOLO gZ .L a z 0 FIN.FUR. i ---- -- j FIN.FLR O SEE DETAIL S/AS,2.8 t3 z LL 1 8 3 FOR BANDING MP.) 4-TRIM @CORNERS(TYP.) w 0 2.8 .2.6 As.2.62 1 I j N d p TYP. w3� 2.8 w NC)O OR RIGHT ELEVATION z o Ln p o SCALE: 1/4"=1'-0" COASTAL Q Cp f H w°o5w z <oo aSRO PROVIDE RIDGE VENTS,TOLL BROTHERS P.M.TO VERIFY LOCATIONS PHALT SHINGLE ROOFING LU o AS J 1014.0 MAP SHOWING PLOT PLAN OF LOT 52 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO. TOLL BROTHERS, INC. --+� DENOTES DIRECTION OF FLOW TYPE "C" DRAINAGE ELEVATIONS SHOWN THUS (12.10) WERE TAKEN FROM ENGINEERING PLANS BY TAYLOR & WHITE, INC., DATED JUNE 2013 ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 P.C. 3 ' � o v 0rc 145.00 Ngo•28 7 PROP.. s% `► .uNE CONNECTION f 1� ` � --:kG1 59.0 0, 1 m I �p�L:3 l pUMPS�R '' r 1 E cn M ` 3 0�— Ln n$ PFtOP0SE0 a.3 8o v `'p '� p . o EIR +7 S M 'US S DE CE z A v R "DA�NpORTCD x o to t r � abN MODEL w�40.O0 a0 �o ^ S PROPOSED F.F•E., , pVERE in SIR-, PICK p120P OSED ?a ��' �x v PAVER X fv� 14.0' CE LTIPROVIDE SILT SOF LOT DdM1 { -- 5•g'R.L. ND-PERO+IE�R �� AREA ' Q• _.. it?3 _.* WOO Na 28 0 — e o� 145.00 70 CNE$A1C—V —�� SST ' 1L1 0• IEA EQUIPMENT 51 G1 EASEMENT O r0 E GrnJ 4" Nu �1 �� N Nut (AGK BUILDERS ENDORSEMENT SIGNED: NAME: DATE: TREE SCHEDULE LOT SQ. FT. MINUS EASEMENTS/WETLANDS 7,550 ACRES=7,550 43,560 0.17 ACRESx40=RE UIRED TREE INCHES 6.8 LOT 52 MODEL "DAVENPORT" THE REQUIRED NUMBER OF TREE INCHES WILL BE MET ALL PAVERS USING 2" DIAMETER TREES. ALL MEASUREMENTS ESTIMATED LOT SIZE 7,9751 SQ. Fl. 70% OF REQUIRED PLANTED TREES SHALL BE CANOPY TYPE, FRONT 853± SQ. FT. DRIVEWAY TO R/W 576± SQ. FT. WITH NO MORE THAN 501 OF THE SAME SPECIES. BACK 243± SQ. FT. ENTRY WALK 321 SQ. FT. RIGHT-OF-WAY LENGTH 55.00 FT. TOTAL IMPERVIOUS COVERAGE 3,8191 SQ. FT. 489 TOTAL EASEMENT AREA 425± SQ. FT. UNDERGROUND ENCROACHMENTS NOT LOCATED THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0406 H FOR THE CITY OF JACKSONVILLE. FLORIDA. DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. NAND SURVEYI�RS - 375 f SAN JOSE PLACQ SUITE 15 - JAGKSONI4LLE, fLORlLL�, 32257 - 904/279-0088 - LICENSED LAND 9US1NN£2 N0. 3857 Le-end MD F.F.E. - FINISH FLOOR ELEVATION I F D .. �DD NC - AIR CONDITIONER ESM'T - �y� LD. - IDENT*WATION SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW CONC - CONCRETE P.R.M.- PERMANENT REFERENCE BOUNDARY LINES NOR IS IT BASED ON AFIELD RUN SURVEY MON. .. MONUMENT MONUMENT I.P. - IRON PIPE P.T. - POINT OF TANGENCY ALL I.R. - IRON ROD P.C.P.- PERMANENT CONTROL POINT A - DELTA ANCLE P.C. - POINT OF CURVE CH „ CHORD P.R.C. - POINT OF REVERSE CURVE AMERICAN A - ARC LENGTH P•G•� +*of COMPOUND CURVE SURVEY NOT VAUD UNLESS EMBOSSED BY SEAL SURVEYORS B R.L - DUILDING RESTRICTION OF FLORIDA. •�: CALCULATED RP.&L- FLDRIDA POINER &UGHT JAMES D. HARRISON. JR., No. 2647 INC. (TYPMICHAEL A GARRETf, I 1-,17 IP T . NATIONAL GEDDEnC VMr-AL No. 6643 7L// R . RADAL UNE DATUM SCALE 1":2{}' l - CENTER LME HAVD - NORTH AMERICAN VERir.AL re 3/w - RIGHT-aF-wAY FENCE P.I. . POINT OF INTERSECTION =�w 9 -- - EOW - EDGE OF WATER - ;w) - vRnNEss m6 TpP OF 6W DATE 04-28-17 OR A ISTERED S EYOR MAPPER =U :B. x DR. BY BRB DIR, P:\2017\81977-155575-piotplon - ORDER NO. 155575 FILE 81977