1751 Sea Oats Dr 2014 Remodel addition plans _ L '
REVISIONS
ADDITION TH GROSS R SID
ir
NjiLECO ;
1751 SEA
>45REUIAT1®N5
OATS
DRIVE _
A A.B. ANCHOR BOLT � F.B. FACE BRICK PAR PARALLEL
ATLANTIC BEACH , FLORIDA
ABV. ACC555 F.B.O. FURNISHED BY OTHERS PL. PLATE HEIGHT
ACC. ACCESS RE FIRE EXTINGUISHER PR PAIR
A.C.T. ACOUSTICAL CEILING TILE FG. FIXED GLA55 PT. PAINT N 1° 31' 31" E 93,31, R
ADJ, ADJACENT FIN. FINISH PSF POUNDS PER SQUARE FOOT - - - - - - - - - - - --
AFF. ABOVE FINISHED FLOOR FIN.CLG. FINISHED CEILING P51 POUNDS PER SQUARE INCH - - - - - -
A/C AIR CONDITIONING UNIT FIN.PLR. FINISHED FLOOR P.V.G. POLYVINYL CHLORIDE I
AGG. AGGREGATE FTG. FOOTING P.T. PRESSURE TREATED 1
AHU. AIR HANDLING UNIT F.D. FLOOR DRAIN PWD. PLYWOOD `
ALT. ALTERNATE F.E.C. FIRE EXTINGU15HER CABINET i
ALUM, ALUMINUM P.E.B. FIRE EXTINGUISHER BRACKET I a SILT FENCE w/FILTER CLOTH
APPROX. APPROXIMATE PURR PURRING O Q.T. QUARRY TILE I I I m (MIRAPI, POLYFILTER OR APPROVED
AP. ACCESS PANEL F.V, FIELD VERIFY I
I EQUAL)ON WOOD STAKES a MAX.6'-0" O.C.
ARCH, ARCHITECTURAL
AWN. AWNING WINDOW R RISER I f ( FLOU1 i GRADE
GA. GAUGE R/A RETURN AIR
GAILY. GALVANIZED RAD. RADIUS I _
51). BOARD G.G. GENERAL CONTRACTOR RD. ROOF DRAIN I 1
BACKFILL FENCE AFTER PLACING FENCE
BF BI-FOLD DOOR G.D.O. GARAGE DOOR OPENING REF• REFRIGERATOR
BIT. BITIMINOU5 GF.C.1, GROUND-FAULT CIRCUIT INTERRUPTER REINR REINFORCED
BLK. BLOCKING GL. GLASS READ. REQUIRED u BLDG. BUILDING GL. 5K• GLA55 BLOCK WINDOW RM. ROOM I I \y ��
BOT, BOTTOM GWB GYPSUM WALL BOARD R.O. ROUGH OPENING ; 20' REAR YARD SETBACK LINE I _ \\v ���
BRG. BEARING
-
- - - -- - - -- - - - - - - - - - - - -
BRK BRICK � - - - - - -- - - - - - - - - - - - - - -
5M. BEAM H,C• HARDWARE $.C. SOLID CORE I I
B.U. BUILT-UP HDW. HARDWARE $CH. SCHEDULE 1 i
B.W, BOTH WAYS NGT, HEIGHT 5F. SQUARE FOOT I "i Fi■�
HORZ. HORIZONTAL 5.H, SINGLE HUNG WINDOW I ,5TA< I) TURF)V I TY 5ARR I E R
N.B. P05E 5155 514T. SHEET
CAB. CABINET P.M. HOLLOW METAL 51M. SIMILAR ; 1 I A-I SCALE: 3/4"=1'-0"
CPT. CARPET N.S. HORIZONTAL SLIDER 5L. SLOPE I
C.I. CAST IRON HVAC HEATING, VENTILATING 4 AIR CONDITIONING SGD, SLIDING GLASS DOOR I.PLACE FENCE AT ENTIRE PERIMETER OF SITE AS SHOWN.
G.J. CONTROL JOINT N.W. HOT WATER 5D. SMOKE DETECTOR ( I
CL. CENTERLINE SPK. SPEAKER I
C.T. CERAMIC TILE SPEC. SPECIFICATIONS 2.PENCE MAY BE REMOVED AT WORK AREAS DURING WORK
I I PERIOD,BUT SHALL BE REPLACED AT THE END OF WORK
C.W. COLD WATER � LD. INSIDE DIAMETER STL. STEEL I
CONC, CONCRETE IN5UL. INSULATION 5.5. STAINLESS STEEL I I PERIOD.
C.O. CASED OPENING INT. INTERIOR STD. STANDARD
COL. COLUMN $TOR. STORAGE I I
CONTR. CONTRACTOR I S.W. SHEAR WALL I Q
C.f1,U. CONCRETE MASONRY UNIT J JAN. JANITOR SYP. SOUTHERN YELLOW PINE 1
CONT. CONTINUOUS JT. JOINT
cla CR, CEILING SYI CL5 T. TREAD I I I r� ~�//
G.J, CONTROL JOINT < KIT. LAMINATE (D) THK. THICK
C.F1'1. CUBIC FEET PER MINUTE K•5, LAVATORY T4G TONGUE AND GROOVE ® ® 1 ® a
GP, CUBIC FEET T.OPNORTH INDICATES DI
. TOP OF FOUNDATION I i I RECTION OF NORTH
w
G.I.P. CU51C FEET T.O.M. TOP OF MASONRY
CIR, CIRCLE T.O.W. TOP OF WALL
CY. CUBIC YARD L LAM. LAMINATE (D) TV. TELEVISION I i PATIO I U
LAV. LAVATORY TYR TYPICAL
DRAWING NUMBER
DBL. DOUBLE TD TRENCH DRAIN z
X O �
DEMO DEMOLISH I I MATL. MATERIAL i 1 SECTION �- SHEET NUMBER WHERE I w
DF. DRINKING FOUNTAIN MFGR, MANUFACTURER U UR. URINAL I SECTION 15 DRAWN Q�
DH, DOUBLE HUNG WINDOW MAS. MASONRY
D15P. DISPENSER M.O. MASONRY OPENING
DIA. DIAMETER M,C. MEDICINE CABINET V VERT, VERTICAL I - X DRAWING NUMBER
DIM. DIMENSION MAX, MAXIMUM Y.C.T. VINYL COMPOSITION TILE I ' / I DETAIL q_ 5HEET NUMBER WHERE
D.L. DEAD LOAD MIR MIRROR
DN. DOWN MECH, MECHANICAL UJ W.C. WATER CL05ET ( I DETAIL IS DRAWN
DR - DOOR MTL. METAL PANEL W.I.C. WALK-IN CL05ET I Com'
DS. DOWNSPOUT MIN. MINIMUM WP WIDE FLANGE I 5XI$TIWj COVERED PATIO ! ADDITION I A
D.F. DE51GN PRE55URE5 WRGW5 WATER RESISTANT GYPSUM WALLBOARD I I ELEVATION LETTER
NOT IN CONTRACT Ln Q�
DWG. DRAWING W.W.M. WELDED WIRE MESH a� --- ELEVATIONS D A-5 B�-
N W.C. WATER CLOSET SHEET NUMBER WHERE
NOM. NOMINAL w/ WITH `^ I ELEVATION 15 DRAWN
N.T.S"._-Nor-TO 5CAL-E- - ;- w/o WITHOUT I �,F_ _: . JATW
E EA. EACH WWF WELDED WIRE FABRIC M _.. _
E.J. EXPANSION JOINT - - 1 hI DOOR O z DOOR
NOMENCLATURE.
ELEC. ELECTRIC e + i
E.W.C. ELECTRIC WATER COOLER OPNG. OPENING 0
ER -�` 3648 : 3'-6" x 4'-8"
E.W.W. ELECTRIC WATER HEATER O.D. OUT5IDE DIAMETER I WINDOW OQ WINDOW
EL. ELEVATION CHID. OVERHEAD GARAGE DOOR
NOMENCLATURE}
EXIST. EXISTING -
`n � 3648 = x
EXH. EXHAUST
EXT. EXTERIOR
WIND LOAD5
1
S
EXISTING ONE STORY
WIND DESIGN PER FBC RESIDENTIAL 2010, TABLE R301,2(2) I BRICK VENEER SINGLE
BASIC WIND SPEED; 130 MPH FAMILY RE51DENCE f3U(LDfNC GORE SUMMERY
I I
ED E 5T IP ED E 5T IF '151
WIND DE51GN METHOD: A5CE 1-10 FLORIDA RESIDENTIAL CODE 2010 EDITION
I
IMPORTANCE FACTOR: I iv, NATIONAL ELECTRIC CODE 2008 EDITION
n
EXPOSURE CATEGORY: B
EXPOSURE CLASSIPICAtION: ENCLOSED n
- I TYPE OF CONSTRUCTION
MEAN ROOF HEIGHT 25 FT,
NEW CONSTRUCTION TYPE V UN5PRINKLED
ROOF ANGLE; (30-45 DEGREES) 22.6 DEGREES (5:12)
EDGE STRIP 4.0 FT,
COMPONENT AND CLADDING WIND LOADS ( ; �' 1 SCOPE OF WORK
ZONE EFFECTIVE WIND AREA (5F) ADJUSTED WIND LOAD(P5F) 01 O O IO EXISTING COVERED I
CONSTRUCT NEW ONE STORY FRAME,SLAB ON
- - - PORCH - - - 30' BUILDING RESTRICTION LINE- - - _I GRADE SINGLE FAMILY RESIDENCE.
I 10 11.5
-21.8 I - - - - - - - - - - - - - - - - - - z
1 20 16.0 -21.0
I O
1 50 13.9 -26.0 I I 1 E�
U
1 100 12.4 -252 I I INDEX OF X A UJfNC�S• cm�'v a
QR � N
2 10 11.5 -48.4
I I T-I TITLE SHEET,SITE PLAN, DATA a
2 20 16.0 -44.6n
L J I A-1 FIRST FLOOR PL
AN,ELECTRICAL PLAN,ELECTRICAL LEGEND
`g
WU
2 50 13.9 -394 � - IME CU 5URFACE GLULATIN5: A-2 SECOND PLOOR PLAN,ELECTRICAL PLAN U
Lu A-3 ELEVATIONS 44< S2 100 12.4 -35.6 AREA: EXISTING NEW A-4 WALL SECTIONS
3 10 11.5 -11,6 A-5 WALL SECTIONS OLOT 12011 S.F. 12,811 5F, 5-1 FOUNDATION PLAN,DETAILS W
E
3 20 16.0 -61,0 I CONC. DRIVEWAY HOUSE 2,401 S.P. 2,401 S.F.
3 50 13.9 -60.8 I W
COVERED PATIO 343 SF, 343 5F. � U
1
3 100 12.4 -56,2 I I Q
DRIVE 163 SP. 163 5F.
4 10 30.4 -33.0
EQUIPMENT PAD 12 SF. IZ 5F. U
4 20 29.0 -31.6
ADDITION -0- 152 S.P. I
4 50 27.2 -29.8
TOTAL IMPERVIOUS SURFACE AREA 3,519 5F. 4,211 SR 1
4 100 25.9 -25.4 I i O I % IMPERVIOUS 21590 33.3`yo
5 10 30.4 -40.1 O I i TRAP I I DATE OF
5 20 29.0 -38.0 ® i O 5 i ® I 1 ISSUE
o _ -- - -- - - - - - - - - - - -- - - -- - - -
5 50 21.2 -34.3 9-30-14
RIP N I' 20' 53" W DRAWN BY:95.61'
5 100 25.9 -31.5 '�R��'
DESIGN OF FASTENING€ OF WINDOWS AND DOOR5 INTHE WALL FRAMING �'/l�
HCxP
15 THE RESPONSIBILITY OF THE WINDOW / DOOR MANUFACTURER AND SHALL
MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES
ITE
SEA OATS DRIVE f � t SHEET NO.
SCALE: I/8"=1'-0" 1` GROSS
SITE PLAN BASED ON CITY -IF
�N
OF ATLANTIC BEACH PLAT -i ILE COPY
i-A
14013