800 SHERRY REVISIONS
REMODELING AND ADDITION /2\ 2-5-i5
3-9-15
AE55RVIATIONS 800 DRIVE
SHERRY
A AB. ANCHOR BOLT F F.B. FACE BRICK F PAR PARALLEL
ABv. ACCESS F.B.O. FURNISHED BY OTHERS PL. PLATE HEIGHT
AGC. ACCESS FE FIRE EXTINGUISHER PR. PAIR FLORIDA
A.C.T. ACOUSTICAL CEILING TILE F.G. FIXED GLASS PT. PAINT ATLANTIC
N FINI HP5F POUNDS PER SQUARE FOOT BEACH, 1
ADJ. ADJACENT FI 5
AFF. ABOVE FINISHED FLOOR FIN.CLG, FINISHED CEILING PSI POUNDS PER SQUARE INCH
A/C AIR CONDITIONING UNIT FIN.PLR. FINISHED FLOOR P.V.C. POLYVINYL CHLORIDE
AGG, AGGREGATE FTG. FOOTING P.T. PRESSURE TREATED
AHU, AIR HANDLING UNIT F.D. FLOOR DRAIN PWD. PLYWOOD
ALT. ALTERNATE F.E.G. FIRE EXTINGUISHER CABINET
ALUM, ALUMINUM P.E.B. FIRE EXTINGUISHER BRACKET
APPROX. APPROXIMATE PURR FURRING Q.T. QUARRY TILE
AP. ACCESS PANEL F.V, FIELD VERIFY 1500'
ARCH. ARCHITECTURAL '� - - - -- - - - - - - - - - - - - - - - - - - � -- - - "- - � I
AWN. AWNING WINDOW R RISER ; I SILT FENCE w/FILTER CLOTH
GA. GAUGE RA RETURNARADIUS
AIR S I T FE E w/F FILTER
OR APPROVED
GALV. GALVANIZED RAD, RADIUS
Bp. BOARD G.C. GENERAL CONTRACTOR RD. ROOF DRAIN I I EQUAL)ON WOOD SLAKES m MAX.6'-0"O.G.
BF BI-FOLD DOOR G.D.O. GARAGE DOOR OPENING REF. REFRIGERATOR
BIT. 5ITIMINOU5 GF.C.I. GROUND-PAULT CIRCUIT INTERRUPTER REINF. REINFORGED I FLOW � GRADE
BLK. BLOCKING GL. GLASS READ. REQUIRED I I �7
BLDG. BUILDING GL,BK. GLASS FLOCK WINDOW W. ROOM _
BOT. BOTTOM GWB GYPSUM WALL BOARD RO, ROUGH OPENING BACKFILL FENCE AFTER PLACING FENCE
BRG. BEARING
BRK BRICK
BM. BEAM t•'f N.G. HARDWARE S.C. SOLID CORE
B.U. BUILT-UP HDW. HARDWARE SCH. SCHEDULE I vi
BA BOTH WAYS HGT. HEIGHT 5F. SQUARE FOOT
HORZ. HORIZONTAL S.H. SINGLE HUNG WINDOW
H.B. HOSE BIBS SHT. SHEET
to CAB. CABINET N.M. HOLLOW METAL SIM, SIMILAR
CPT, CARPET H.S. HORIZONTAL SLIDER 5L. SLOPE _ _20' REAR YARD SETBACK
C.I. CAST IRON HVAC HEATING, VENTILATING 4 AIR CONDITIONING 5GD. SLIDING GLA55 DOOR I r __._ _ _ _ _ _- - - - - - - - T -T - - i - - - - - - -
cjCONTROL
CL. CENTERLINE INT H.W. HOT WATER SPK. SPEAKER SMOKE DETECTOR I ( ( I 5 TAE D T Il 1 B I D I T� 5 A R I E
C.T, CERAMIC TILE SPEC. SPECIPIGATION5 I I I SCALE: 3/4"=1'-0"
C.W. COLD WATER I.D. INSIDE DIAMETER 57L. STEEL
CONC. CONCRETE IN5UL. INSULATION 5.5, STAINLESS STEEL I I r---------------------- -------------------------------
C.O. CASED OPENING NT. INTERIOR 5TD. STANDARD I ; - C I. PLACE FENCE AT ENTIRE PERIMETER OF SITE AS SHOWN. ¢,
COL. COLUMN STAR, STORAGE I I
GONTR CONTRACTOR SA SHEAR WALL 2.PENCE MAY BE REMOVED AT WORK AREAS DURING WORK Q
I
G.M.U. CONCRETE MASONRY UNIT JAN. JANITOR SYR SOUTHERN YELLOW PINE I I i PERIOD,BUT SHALL BE REPLACED AT THE END OF WORK H
CONT. CONTINUOUS JT. JOINTt I ( PERIOD•
CLG. CEILING I P4
BATCR COURSES T T. TREAD I I i � N MA9'I,�R BEDROOM i i F-I o
G.J. CONTROL JOINT < KIT. LAMINATE (D) THK. THICK n/
C.F.M. CUBIC FEET PER MINUTE K.5, LAVATORY T4G TONGUE AND GROOVE
G.P. CUBIC PEET T.OF, TOP OP FOUNDATION I I i ( z
C.I.P. CUBIC FEET T.OM. TOP OF MASONRY
CIR. CIRCLE T.OA TOP OF WALL
CY. CUBIC YARD I I STAKED TURBIDITY BARRIER
L LAM. LAMINATE (D) Tv. TELEVISION I I I x
LAV. LAVATORY TYR TYPICAL O +116 S.F. � U
i
t� TD TRENCH DRAIN I I
I� DBL, DOUBLE j I I - ------ M 5 TT14 ! i a� S�M�L/LS
DEMO DEMOLISH MATL. MATERIAL - I w
DF. DRINKING FOUNTAIN MFGR. MANUFACTURER U UR. URINAL I 0
DH. DOUBLE HUNG WINDOW MAS. MASONRY I I e
DISP. DISPENSER M.O. MA50NRY OPENING
PIA. DIAMETER M.C. MEDICINE CABINET V VERT. VERTICAL I I - - iP,p I NORTH INDICATES DIRECTION OF NORTH Z ►U-+
DIM. DIMENSION MAX, MAXIMUM V.C.T. VINYL COMPOSITION TILE BEp Q I u
D.L. DEAD LOAD MIR MIRROR II ' I i I i ^ o
DN. DOWN MECH. MECHANICAL t�J W.C. WATER CL05ET I i - �[{ 0�
DR DOOR MTL. METAL PANEL W.I.C. WALK-IN CLOSET I a I DRAWING NUMBER �4
WP WIDE FLANGE I I G, m, I X
DS. DOWNSPOUT MIN. MINIMUM Ap ; �\ w; I ';SECTION
D.P. DESIGN PRE55URE5 WRGWB WATER RESISTANT GYPSUM WALLBOARD I _ Q`
DWG. DRAWING U)JWJ l yy WELDED WIRE MESH r --J
A-
SHEET NUMBER WHERE ,
_ .0 s� - y_. - { SECTION 15
_ ----------- 9 DRAWN _ --
_ W: W TER CLOSET
_ r.I CONTRACT ,:. �., . _._ .,� ., _:, � ... <_.,._.. ;:.,. �- { �� � -� � � � -
V N.I.C; NOT IN CON R I r r, pp Q
NOM. NOMINAL,, w/ WITH � �L
w/o WITHOUT I - --- - - - I
N.T.S. NOT TO SCALE i s{emox�urcua+wru i
EA, EACH WWP WELDED WIRE FABRIC ( I i ' -- KITCI ni I X DRAWING NUMBER
E.J. EXPANSION JOINT I /' _ ____ _
� l �a-�� --T---- �I I DETAIL A- SHEET NUMBER WHERE
ELEC. ELECTRIC
DETAIL 15 DRAWN
EQ. EQUAL ® O.G. ON CENTER
I mI ___
__ ___ _____ _
OFNG. OPENING __ __ _ _
E.W.C. ELECTRIC WATER COOLER i I
E.W,H. ELECTRIC WATER HEATER O.D. OUTSIDE DIAMETER I I ' A
I
EL, ELEVATION OHD. OVERHEAD GARAGE DOORI -- ---------------------------- � I ELEVATION LETTER
EXIST. EXISTING
I � jd ,ELEVATIONSB�-
a
EXH. EXHAUST I SHEET NUMBER WHERE
I
ELEVATION IS DRAWN
LNCs FAMILY
/
EXT. EXTERIOR I p IYI
IAo%IL DINING
MED PATIO HEIVISION
I C
_ I
3F # 1987 I
I I DATES
UJIN � D� - - - - - --- -- SIGNED '5UILDING CODE SUMMERI'
{��J I 4
t� L I ------------ -----------
I I 2 � I
STAKED TURBIDITY BARRIERI I FLORIDA RESIDENTIAL CODE S-e Jl Cl I
ED E ST IF EXE ST IF I I- - - - - _ =I-
WIND DESIGN PER PBG RESIDENTIAL 2010, TABLE 8301212) 20RONT YARD SETBACK________________ __________�' I ,.NATIONAL ELECTRIC CODE - /1�
' F �(�
1 I - - ------ - I FLORIDA EXISTING BUILDING G ���S `
BASIC WIND SPEED: 130 MPH 'X LEVEL 3,PRESCRIPTIVE I 1) (fti v-' r �""`J�' rhe` lc S
WIND DE51GN METHOD: ASCE 1-10
IMPORTANCE PACTOR; I
I i ' /� l'�� O� CONST �S S�-e Y Y y /S- - �/ll�iZ 17
EXPOSURE CATEGORY: C (ADJUSTMENT COFF. = 1.40) I I I GON�TRUGTION PARKIWa e I AY J I \ ;�BLE
EXPOSURE CLASSIFICATION: ENCL05ED I ( N (CONCRET 'NEW CONSTRUCTION TYPE V U�
MEAN ROOP HEIGHT 12 PT.
I I I Z A2DUMP6TER
ROOF ANGLE: (30-45 DEGREES) 18.4349 DEGREES (4:12) I I I
EDGE STRIP 3.0 FT. OI O 0IQ A2I SCOP G OF WORK
COMPONENT AND CLADDING WIND LOADS (I6/12 SLOPE) I I
REMODEL INTERIOR AND EXTERI
ZONE EFFECTIVE WIND AREA(SF) ADJUSTED WIND LOAD(P5F) I I I '5XISTING ONE STORY BRICK ANG S Z
I 10 11.5 I I _ _ _ _ _ - - 50.0' -- - - - - - - �,0 I '1RESIDENCE,CONSTRUCT NEW SCF
I 20 16.0 -21.0 ( --1 PORCH.
M W
p.
I 50 13.9 -260
1 100 12.4 -252 °- SKERRY DRIVE � IND�X O� DR�4UJINC.�cS: W w �
T-I TITLE SHEET, SITE PLAN, DATA ("'� V
2 10 115 -48.4 O O /� 0 a V
A-1 FLOOR PL4N5
2 20 16.0 -44,6 APPROX.EDGE OF PAVEMENT M"'I 8w
a A-2 ELEVATIONS,ELECTRICAL PLAN,LEGEND u W S 10
P3; A-3 WALL SECTIONS Z �I,
2 50 13.9 -39A FOUNDATION PLAN,FRAMING PLAN,DETAILS OFILE COPY
W
2 100 12.4 -35.6
SITE FLAN W �
3 10 11.5 -11.6 '
3 20 16.0 -61.0 SCALE: 1/811=11-011 A&MEMD FOR COEMCOMP CI
3 50 1.3.9 -�l08 41'-0 12 -0" 5-0" CITY OF ATtANInC BEACH x u
SEE PMUITS FOR ADDITIONAL
3 100 12.4 -562 f \ ,�( +
4 10 290 -33.0 I 1 FE 1/ ICU5 51 FAC CALCULATICN5:
4 20 290 -3Z.6 I I 5
4 50 212 -29.8 I ® t I I ® �1�2\P AREA: EXISTING NEW DATESUE
4 100 25.9 -26.4 LOT 1,569 5F. 1,589 SF,
Del ,•,j..,,....j I-21-15
5 10 30.4 -40.1 RIP HOUSE 1588 S.P. f,588 S.F.
5 20 290 -38.0 1R\P DRAWN BY:
DG DRIVE 295 SF. 119 S.F. - ' -�
5 50 25.9 -31.6 RIP EQUIPMENT PADS 9 SF. 9 SF. _ :,`:^`, , -_ HGP
5 100 22.1 -25.2 NEW SCREENED PORCH d PAD - 368 5F,
DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING TOTAL IMPERVIOUS SURFACE AREA 1,892 SF, 2,564 S.P. _
15 THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER AND SHALL _ SHEET NO.
MEET THE COMENT AND CLADDING DESIGN WIND PRESSURES °i IMPERVIOUS 24,9° 33,1 SF,
P ON
800 SHERRY
14056