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116-120 Jackson Rd RES18-0398&0397dwgs3TOWNHOUSES 116-120 JACKSON ROAD ATLANTIC BEACH, FLORIDA ABBREVIATION5 A.G.T. ACOUSTICAL CEILING TILE EAU.H, ELECTRIC WATER HEATER MIN, MINIMUM ADJ. ADJACENT EL. ELEVATION N.I.C. NOT IN CONTRACT A/C AIR CONDITIONING UNIT EXH. EXHAUST N.T.S. NOT TO SCALE ALT. ALTERNATE EXT. EXTERIOR O.G. ON CENTER ALUM. ALUMINUM F,G. FIBERGLASS OPNG. OPENING AWN. AWNING WINDOW FIN. FINISH PT PAINT BLK. BLOCK FIN, CLG. FINISHED CEILING P.V.C. POLYVINYL CHLORIDE BOT. BOTTOM FIN. FLR. FINISHED FLOOR P.T. PRESSURE TREATED BLDG. BUILDING F.D. FLOOR DRAIN Q.T. QUARRY TILE B.U. BUILT-UP GALV. GALVANIZED REINF. REINFORCED CAB. CABINET GL, BK. GLASS BLOCK WINDOW REQD. REQUIRED CPT. CARPET GWB GYPSUM WALL BOARD R R15ER C.I. CAST IRON HDW. HARDWARE RD, ROOF DRAIN CL, CENTERLINE HGT. HEIGHT S.H. SINGLE HUNG WINDOW C.T. CERAMIC TILE HORZ. HORIZONTAL 5HT, SHEET C.W. COLD WATER HB. HOSE BIBS 51M. 51MILAR CONC, CONCRETE N.W. HOT WATER 5L. SLOPE C.M.U. CONCRETE MA50NRY UNIT ID. IN51DE DIAMETER -._ SPEC. SPECIFICATIONS CONT. CONTINUOUS IN5UL. INSULATION STL. STEEL Cj. CONTROL JOINT JAN. JANITOR THK. THICK C.F.M. CUBIC FEET PER MINUTE JT. JOINT - TtG TONGUE AND GROOVE DH. DOUBLE HUNG WINDOW LAM: LAMINATE (D) TYP. TYPICAL D15P. DISPENSER LAV. LAVATORY VERT, VERTICAL DN DOWN M.O. MASONRY OPENING V.C.T. VINYL COMPOSITION TILE DWG DRAWING MAIL. MATERIAL W.I.G. WALK-IN CLOSET EA. EACH MAX. MAXIMUM WRGWB WATER RE515TANT GYPSUM WALLBOARD ELEC. ELECTRIC MECH, MECHANICAL W.W.M. WELDED WIRE MESH E.W.C. ELECTRIC WATER COOLER MTL. METAL W.C. WATER CL05ET MP. METAL PANEL UR URINAL WIND LOAID5 DRAWING NUMBER WIND DESIGN PER FBC RESIDENTIAL 2010, TABLE R3012(2) X A- BASIC WIND SPEED: WIND DESIGN METHOD: A5CE 1-10 IMPORTANCE FACTOR: EXPOSURE CATEGORY: EXPOSURE CLASSIFICATION: MEAN ROOF HEIGHT ROOF ANGLE: (30-45 DEGREES) EDGE STRIP 130 MPH C (544 COFF.) ENCLOSED 29 FT. 33,6901 DEGREES (8:12) 40 FT. COMPONENT AND CLADDING WIND LOADS 3,906 SF. SECTION IS DF:AUAd ZONE EFFECTIVE WIND AREA (5F) ADJUSTED WIND LOAD(PSF) 1 10 38.92 -42.56 1 20 318 -40.46 1 50 36.4 -3152 1 100 3528 -3628 2 10 36.92 -49.0 2 20 318 -4116 2 50 36.4 -44.8 2 100 3528 -4256 3 10 38.92 -49.84 3 20 318 -4116 3 50 36.4 -448 3 100 3528 -4256 4 10 4216 -462 4 20 4016 -442 4 50 38.1 -41.1 4 100 363 -398 5 10 42b -51.0 5 20 4016 -532 5 50 38.1 -48.0 5 100 363 -442 DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW / DOOR MANUFACTURER AND SHALL MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES 5 SILT FENCE w/ FILTER CLOTH K, (MIRAFI, POLYFILTER OR APPROVED EQUAL) ON WOOD STAKES 6 MAX. 6'-0" O.C. FLOW GRADE BACKFILL FENCE AFTER PLACING FENCE SCALE: 3/4"--l'-O" 1. PLACE FENCE AT ENTIRE PERIMETER OF SITE. 2. FENCE MAY BE REMOVED AT WORK AREAS DURING WORK PERIOD, BUT SHALL BE REPLACED AT THE END OF WORK PERIOD. 5i'M5OL5 NORTH INDICATES `�QMEN� PpR P IMF RVICU5 5URFACE DRAWING NUMBER SECTION X A- SHEET NUMBER WHERE 3,906 SF. 3,906 SF. SECTION IS DF:AUAd - 1,1965F. X DRAWING NUMBER 410 SF. DETAIL A - SHEET NUMBER DETAIL 15 DR WHERE l N 1,121 SF. A ELEVATION LETTER ELEVATIONS D A 5 B�— SHEET NUMBER WHERE C ELEVATION 15 DRAWN DOOR O WINDOW AQ `�QMEN� PpR P IMF RVICU5 5URFACE CALCULATION5: AREA: EXISTING: POST CONSTRUCTION: LOT 3,906 SF. 3,906 SF. HOUSE - 1,1965F. CONCRETE, (CARPORT, DRIVE, WALK ETC.) - 410 SF. EQUIPMENT PADS - 9 SF. TOTAL IMPERVIOUS SURFACE AREA CREDIT 1,121 SF. 1,615 SF. % IMPERVIOUS 28.8 % 413% REMAINING 242 SF. INCREASE = 584 5F. RETENTION REQUIRED: V=CAR/12 V=16 x 584 S.F. x 93/12 = 212 CF. RETENTION SHOWN =282 CF. 3125' 31.25' F___T - -- -- -- -- -- -- -- -- --� -- I I 1 I r I r r I i I r I I I I r I i i i r I r I I j I � 1 r r ----I--------------- i -20-0 REAR YARD 5ETBACK -I---- f I I I I I Aic I AIC I I r I PAD Ii PAD I r -------- ---------------------------------------------------------- 1 i 1 I jr L L - - - - EL. EDGE OF PAVEMENT =10.6' 3125' - - JACKSON ROAD INDEX OF IDAUJIN 5: TITLE SHEET, SITE PLAN, DATA PREVIOUS EXISTING IMPERVIOUS PLAN FIRST FLOOR PLANS ELEVATIONS ELEVATIONS, VENTILATION PLAN WALL SECTIONS WALL SECTIONS DETAILS STRUCTURAL PLANS NOTES, SCHEDULE, DETAILS OPTIONAL HOLDDOWN SYSTEMS ELECTRICAL PLANS, LEGEND 5ITE FLAN SCALE: 5ULDING GOIDE 5UMMP r CITY OF ATLANTIC BEACH ZONING CODE FLORIDA RESIDENTIAL CODE 2011 NATIONAL ELECTRIC CODE 2011 VISIONS) --------------------— I ` I I � — I � I ` I ` I I I ` I \� y I , ` i -------------------- \ I I � � I i ` � I I I I � I ` I 3030 p n � II UII I II II p p II U II I I I I I I I I II tl N I� �I I I f I I I I I II I ------- II p L_jI I U U I L -11--J Nom/ L==—__�______�� J �114( II I I I I, I I mll� II II II 1 I_ I I I I I 11 1 di�N II--------- UL= -------a d ___________� I L ------_—J u u N u Ir a III �� II n I -------—� ' Ij n ,Le II n I I I p II 3� I L J NU I n II I p N L==1Lm N I I ------- p L� I p p N q II II\ /IIII � dII ��� N Up I Ij� h qN do p I IL d U N II Lam_=====a------ o p U II ull uu p p SAME MIRRORED �4 I�I I III III II I. III I t� p It ull u II ull U II q Il ull II II II II it p II I p II IL p r==m«-- d U =-- — — tl I I I 5 COI VD FLOOR Fl= -A SCALE: 1/4"=I'-0" A/C AREA = 931 SF. 2 HOUR RATED WALL, 2 LAYERS Y' XGWB EACH SIDE 2x4 STUDS tP 16" D.C. GWB EXTEND FROM SLAB t0 UNDERSIDE OF ROOF DECK AND TO EXTERIOR SIDE OF STUDS ------------------ ------------ F 71 I � I I o q I I nl Fr _ n I ` n I I NI I III II I III p q -------- -- N II n II n II % II U II N II II II II II II II nII n II II a 3'-0" Nu N it p NII p NII p ull � uq dll p u III u II I I N II SII II II n II ISI !I I I I I I U II f p II I N II II I I II II i I I q f11 d III p I I I d III p I I I q — L�� r---- — Ir j hr— ill u \'-T -L-L ==j II II I ILtl------11 III I-------- q �_______= I I I II I U II fl III tl� Le II fi1��===___� I I II I G LL II II = = = L==_= q p L---- X11 �i U ------- q d II =______= I V 8 II II ��— � II II II II p II II II I, p II II II II II II q q U II L==IL=JJ L==== 11' ===a===== JIII ---- -j — —II p ____ = N M I , ii T" up II II p II N I II II II II II II II II II II N II 1 --------------- I I d II N q 11 q u n N ii q ii n p d N p d ii ii l 1 q II U 11 q II N II q u SAME MIRRORED a ll I , qIl NII I I d 11 a II I I d II N it I I d II U q I I q II M p I I p II p q I I tl II N II I I II II N I I I d II I II pii pp I I d 11 N N p L Lz — — I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I i I i I I I I I I I I I L --------------------- I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I 1 I I 1 I I WIN 11 '-2` I A!C PAD2 Q_ A-5 ROOF ABOVE o —----------------------- ------ �I EDGE OF SLAB —Ah/ , //'WRAPPED P.T. 6x6 POST / I 7 3 /z ROP LANAI \ ' I ' � r M � T � , / / Y / I Q � I /' 6068 SLID.�� / r///r ' I I I / I � A- I / I ' r 3 — — — — — — — —WALL, ABOvE d in 10'-0" - SHEAR FRAME SEE 1/5-2 �I GARAGE 5/g" CsWB CEILING L---------------y------flr-M---- SHEAR F RAME - SEE 1/5-2 2 DRIVEWAY A-5 13'-6" 7'-2" FOYER �mVQ I a PoRCp I WRAPPED P.T. 6x6 POST WALL ABDV� EDGE OF SLAB 1 H.B. pr k M 20'-6" FI F PLOOR FL N SCALE: I/4" = I' -0" A/C AREA = 104 5F. GARAGE / MUD AREA -- 301 5F. LANAI, STORAGE, PORCH -- 185 S.F. TOTAL FOOTPRINT _ 1,196 S.F. Elm WALK ��y pEVEtCpMEN� COMMON � �, jj 71 ALL EXTERIOR AND INTERIOR WA —\s 11 :��-�, ') 2x4 FRAMED UNLESS OTHERWISE NOTED F0. 3'- " 11 Trr A-4 f� P-4 rol— x x H W W g� �Lu S W j- Ir T WW" u �M II I I II D.W. I I II I I c� t0 t 'C KITCHEN r KITCHEN LAYOUT 4�) Q WITH FINAL KITCHEN r DESIGN B � M Z —- REF. 0 2'-4>f" 4'-10" �S I ICE _ � INTERIORSHEA®� I POWER I GARAGE 5/g" CsWB CEILING L---------------y------flr-M---- SHEAR F RAME - SEE 1/5-2 2 DRIVEWAY A-5 13'-6" 7'-2" FOYER �mVQ I a PoRCp I WRAPPED P.T. 6x6 POST WALL ABDV� EDGE OF SLAB 1 H.B. pr k M 20'-6" FI F PLOOR FL N SCALE: I/4" = I' -0" A/C AREA = 104 5F. GARAGE / MUD AREA -- 301 5F. LANAI, STORAGE, PORCH -- 185 S.F. TOTAL FOOTPRINT _ 1,196 S.F. Elm WALK ��y pEVEtCpMEN� COMMON � �, jj 71 ALL EXTERIOR AND INTERIOR WA —\s 11 :��-�, ') 2x4 FRAMED UNLESS OTHERWISE NOTED DATE OF ISSUE II -30-18 DRAWN BY: HGP SHEET NO. JACKSON A- 1 17028 F0. asy � 11 Trr N m f� P-4 rol— x x H W W g� W Q WW" u DATE OF ISSUE II -30-18 DRAWN BY: HGP SHEET NO. JACKSON A- 1 17028 a SCALE: 1/4 I'-0" NORTH ELEVATION SCALE: 114"--1'-0" TARING FLOOR RU55 SEARING 01*JZ V�`DpMEN� 9 d a z O W REVISIONS') DATE OF ISSUE 11-30-18 DRAWN BY: NGP SHEET NO. JACK50N A-2 � - �11