800 SHERRY DR - DRIVEWAY DWGS v
REVISIONS
2-5-15
REN4 (DDlP_._. LlNC! AND A. DIDITI (DN
AE35REVIATION5
A A.B. ANCHOR BOLT � F.B. FACE BRICK � PAR. PARALLEL 800 SH RRY DRIV r
ABV. ACCESS F.B.O. FURNISHED BY OTHERS PL. PLATE WEIGHT
ACC. ACCESS RE FIRE EXTINGUISHER PR PAIR
A.G.T. ACOUSTICAL CEILING TILE F;3. FIXED GLASS PT. PAINT
ADJ. ADJACENT FIN. FINISW PSF POUNDS PER 5QUARE FOOT AT ANTIC B ACI 1. FLORIDA
AFF. ABOVE FINISHED FLOOR FIN,CLO. FINISHED CEILING P51 POUNDS PER SQUARE {NCH
A/C AIR CONDITIONING UNIT FIN.FLR FINISHED FLOOR P.Y.G. POLYVINYL CHLORIDE
AGG. AGGREGATE FTG. FOOTING P.T. PRESSURE TREATED
AWU. AIR HANDLING UNIT F.U. FLOOR DRAIN PWD. PLYWOOD
ALT. ALTERNATE F.E.C. FIRE EXTINGUISHER CABINET
ALUM. ALUMINUM F.E.B. FIRE EXTINGUISHER BRACKET --
APPROX. APPROXIMATE FURR FURRING Q Q.T. QUARRY TILE
AP. ACCESS PANEL F.V. FIELD VERIFY 1500' _
ARCH. ARCHITECTURAL p F- - -- - - - - -- -- -- -- -- -- - - - - -- -- -
AWN. AWNING WINDOW (� R RISER _
GA. GAUGE R/A RETURN AIR I ,
SILT FENCE w/FILTER CLOTH
GALV. GALVANIZED RAD. RADIUS I
E3 BD. BOARD G.C. GENERAL CONTRACTOR R.D. ROOF DRAIN { OU APOOR APPROVED
EQUAL))
BF BI-FOLD DOOR GDA. GARAGE DOOR OPENING REF. REFRIGERATOR ON WOOD
ER OOD STAKE$ MAX.6'-0"O.C.
i
BIT. 51TIMINOUS GF.C.I. GROUND-FAULT CIRCUIT INTERRUPTER REV. REINFORCED I FLOW GRADE
BLK BLOCKING GL. GLASS READ. REQUIRED
BLDG. BUILDING GL.BK, GLASS BLOCK WINDOW RM. ROOM
BOT, BOTTOM GWB GYPSUM WALL BOARD RIO. ROUGW OPENING
BRC. BEARING = r r r r\ BACKFILL FENCE AFTER PLACING FENCE
BRK BRICK
BM. BEAM N.G. HARDWARE 5 S.C. SOLID CORE I t
B.U. BUILT-UP WDW. HARDWARE SCW. SCHEDULE
BW, BOTH WAYS WGT. HEIGHT SF. SQUARE FOOT0
WORZ. HORIZONTAL S.W. SINGLE HUNG WINDOW
W.B. HOSE BIBS $Ht. SWEET I
CAB. CABINET P.M. HOLLOW METAL SIM. SIMILAR I {
CPT. CARPET H.S. HORIZONTAL SLIDER 5L. SLOPE 20' REAR YARD SETBACK
C.I. CAST IRON WVAC HEATING,VENTILATING 4 AIR CONDITIONING SGD. SLIDING GLASS DOOR - -- - - - - -- - -
G.J. CONTROL JOINT W.W. HOT WATER SD. SMOKE DETECTOR
CL. CENTERLINE SPK. SPEAKER
C.T. CERAMIC TILE SPEC. SPECIFICATIONS i I I t A-I SCALE: 3/4"=1'-0"
C.W. COLD WATER ( I.D. INSIDE DIAMETER STL. STEEL I I
CONC. CONCRETE INSUL. INSULATION 5.5. STAINLESS STEEL I f-------------------------------------------------------
C.O. CASED OPENING INT. INTERIOR STD. STANDARD
r 1.PLACE FENCE AT ENTIRE PERIMETER OF SITE A5 SHOWN.
COL' COLUMN FOR. STORAGE 2.FENCE MAY BE REMOVED AT WORK AREAS DURING WORK
CONTR. CONTRACTOR S.W. SHEAR WALL Q
C.Ma CONCRETE MASONRY UNIT J JAN. JANITOR SYR. 50UTHEW YELLOW PINE I -� PERIOD,BUT$WALL BE REPLACED AT THE END OF WORK ►--�
CONT. CONTINUOUS JT. JOINT t
� ; PERIOD.
GLC. CEILING I
CR. COURSES ". T T. TREAD I I ; MASTER BEDROOM
C.J. CONTROL JOINT < KIT. LAMINATE (D) TWK. THICK { 0.4
CFI"I. CUBIC FEET PER MINUTE K5. LAVATORY T4G TONGUE AND GROOVE r , \ 4.4
C.F. CUBIC FEET T.OF, TOP OF FOUNDATION { I f ^
G.I.P. CUBIC FEET T.O.M. TOP OF MASONRY I I I
CIR, CIRCLEI T.O.W. TOP OF WALL
L ; {
CY. CUBIC YARD LAM. LAMINATE (D) TV. TELEVISIONI
LAV. LAVATORY TYR. TYPICAL SF. u
TD TRENGW DRAIN
10
DBLQ�
D I I- 5YM8OL5 w
. DOUBLE
DEMO DEMOLISH MATL. MATERIAL - I
t �
DF. DRfI�C1NCx FOUNTAIN MFGR MANUFACTURER
l.f UR URINAL ' {
DH. DOUBLE HUNG WINDOW MAS. MASONRY I
a ,
DISP. DISPENSER MA. MASONRY OPENING
DIA. DIAMETER M.C. MEDICINE CABINET V VERT. VERTICAL I i NORTH INDICATES DIRECTION OF NORTH
DIM, DIMENSION MAX. MAXIMUM V.C.T. VINYL COMPOSITION TILE I i i { O
D.L. DEAD LOAD MIR MIRROR I� ' I ' -
BEDROOM ----------------I-
ON.
Q. ; O
DOWN MECW. MECHANICAL W W.C. WATER CLOSET I ; --------- 00
DR DOOR MTL. METAL PANEL W.I.G. WALK-IN CLOSET I �� ; { DRAWING NUMBER
WF WIDE FLANGE I I 4 CONC. m, { x
D5. DOWNSPOUT MIN. MINIMUM
D.P. DESIGN PRESSURES WRCiWB WATER RESISTANT GYPSUM WALL50ARD I --_P�______ _________ _� �i I SECTION -
DWG. DRAWING
WWM. WELDED WIRE MESH ;- SHEET NUMBER WHERE
SECTION 15 DRAWN
1�IT _q . . W.C. WATER CLOSET I G ------------ - -----------
NOM NOMINAL w/ WITH i ; ., :
N.T.S. NOT TO SCALE w/o WITHOUT I I ; d"Amm W;
E EA. EACH WWF WELDED WIRE FABRIC i N1{ I DETAIL X DRAWING NUMBER
E.J. EXPANSION JOINT
ELEC. ELECTRIC
//�� Q; Q- SHEET NUMBER WHERE
EQ. EQUAL l./ O.G. ON CENTER I I DETAIL 15 DRAWN
------ -------1---- 1
EWD. ELECTRIC WATER COOLER OPNG. OPENING m I ; ----------`------- '
t
E.W.W. ELECTRIC WATER HEATER O.D. OUTSIDE DIAMETER A�I j
EL. ELEVATION OWD. OVERHEAD GARAGE DOOR -
-- ---------- ---------------- ELEVATION LETTER
EXIST, EXISTING I I
p , ELEVATIONS A-5 B SHEET NUMBER tlA-IERE
EXH. EXHAUST { I
EXT. EXTERIOR U.1I � � { ELEVATION IS DRAWN
a ,
LIVWs/FAMILY t G
t I i i t
DINING
SCF290M PATIO
} r BUILDING CODE 5UMM=�''I
UNDODS L----------------------------- t
I i FLORIDA RESIDENTIAL CODE 2010 EDITION
E EST IF E S 1P L-- - - -- - - -- - - -- - - - -- - -
WIND DESIGN PER FBG RESIDENTIAL 2010, TABLE 8301.2(2) 20'FRONT YARD 5 M4Qt -------------------------------------- ' NATIONAL ELECTRIC CODE 2008 EDITION
----- ---------- --' FLORIDA EXISTING BUILDING CODE 2010 EDITION
BASIC WIND SPEED: 130 MPH N -3 F
01 t LEVEL 3,PRESCRIPTIVE METHOD
WIND DESIGN METHOD: A5CE 1-10 iu -O - -O - {
IMPORTANCE FACTOR: l
W I I { TAW
TYPE CF CONSTRUCTION
EXPOSURE CATEGORY: G(ADJUSTMENT COFF. = 1.40) � } I ® �►I��Y I 1
EXP05URE CLA651FIC-ATION: ENCLOSED I (CONCRET
NEW CONSTRUCTION TYPE V UNSPRINKN,.ED
MEAN ROOF WEIGHT 12 FT. I {
ROOF ANGLE: (30-45 DEGREES) 18.4349 DEGREES(4:12) I I t { � "jO^�
EDGE STRIP 30 FT. 01 O 0j 102 5�O�E � W
COMPONENT AND CLADDING WIND LOADS (18/12 SLOPE) I I = REMODEL INTERIOR AND EXTERIOR OF FILE COPY z
ZONE EFFECTIVE WIND AREA(5F) ADJUSTED WIND LOAD(PW) EXISTING ONE STORY BRICK AND FRAME
RESIDENCE,CONSTRUCT NEW SCREENED O
I t0 11.5 -21.6 ( I L - - - - - - - - 50=0 - - -- -- ----- PORCH. ( � W
I I V a
1 20 16.0 -21.0
N
1 50 13.9 -26.0 I I _, INDEX OF DRAWINGS: � x
I t00 12A -25.2 � L - ! _ _ _ - J SHERRY DRIVE `�� � T-I TITLE SHEET,SITE PLAN,DATA � x � V
2 10 11B -48.4 N
APPROX.EDGE OF PAVEMENT A-I FLOOR PLANS N W
-44b A-2 ELEVATIONS,ELECTRICAL PLAN,LEGEND
2 20 16.0 fl A-3 WALL SECTIONS O
2 50 13.9 -39.4
� ey 5-1 FOUNDATION PLAN,FRAMING PLAN,DETAILS � W
2 100 12.4 -35.6
3 10 115 -11.6 51TE F
J WI
3 20 16.0 -610 SCALE: ItB"=1'-0"
3 50 I3.9 -60.8 U
3 100 12.4 -56.2
4 10 30.4 -33.0 I 5 It*01FERVIOU5 5Ut'lzlt_AGE CALCULATION5:
4 20 29.0 -32b O
I I
4 50 21.2 -29.8 O I I T�1P AREA; EXISTING NEW
FDATME
15 I-2f-
4 100 25.9 -28.4 I 15 5 I LOT 1,589 5F. 1,589 SF.
IC� C� I
DRAWN BY:
5 10 30.4 -40:1 R/p HOUSE 188 SF. 1,588 SF.
5 20 19.0 -380 'tR�P DRIVE 295 SF. 119 5F. wu
-
5 50 25.9 -31.6 RJp EQUIPMENT PADS 9 S.F. 9 SF. _ P
_e
5 100 22.1 -152 NEW SCREENED PORCH 4 PAD - 368 5F.
DESIGN OF FASTENING$OF WINDOWS AND DOORS IN THE WALL FRAMING TOTAL IMPERVIOUS SURFACE AREA 1,892 Sr-, 2,564 5F. i SHEET NO.
15 THE RESPONSIBILITY OF THE WINDOW /DOOR MANUFACTURER AND $WALL `ta IMPERVIOUS 249% 33.1 S.F. ! 800 SHERRY
MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES
iT- 1
- 140 &
Rb A ID
REVISIONS
1
2-5-15
I (DD .El INICj N
A55REVIATfON5
A A.B. ANCHOR BOLT F.B. FACE BRICK PAR PARALLEL 800 SHERRY DRIVE
ABv. ACCESS F.B.O. FURNISHED BY OTHERS PL. PLATE WEIGHT
ACC. ACCESS RE FIRE EXTINGUISHER PR. PAIR
A.C.T. ACOUSTICAL CEILING TILE F.G. FIXED GLASS PT. PAINT
ADJ, ADJACENT FIN. FINISH P5F POUNDS PER SQUARE FOOT FLORIDA
AFF. ABOVE FINISHED FLOOR FIN.CLG. FINISHED CEILING PSI POUNDS PER SQUARE INCH ACH,
A/C AIR CONDITIONING UNIT FIN,FLR. FINISHED FLOOR P.Y.C. POLYVINYL CHLORIDE
AGG. AGGREGATE FTG. FOOTING P.T. PRESSURE TREATED
AWU. AIR HANDLING UNIT F.D. FLOOR DRAIN PWD. PLYWOOD
ALT. ALTERNATE F.E.G. FIRE EXTINGUISHER CABINET
ALUM, ALUMINUM F.E.B. FIRE EXTINGUISHER BRACKET --
APPROX. APPROXIMATE PURR FURRING Q.T. QUARRY TILE
AP. ACCESS PANEL F.Y. FIELD VERIFY 1500'
ARCH. ARCHITECTURAL - - - - - - - - - - -- - - -- - - -- - - - - -' -' --
AWN. AWNING WINDOW R RISER
GA. GAUGE R/A RETURN AIR t 6l SILT FENCE w/FILTER CLOTH
GALV. GALVANIZED RAD. RADIUS t t
BD. BOARD G.C. GENERAL CONTRACTOR RD. ROOF DRAIN I EQUAL)
POWOOD ER OR APPROVED
EQUAL)ON WOOD STAKES g MAX.6'-0"O.C.
BF BI-FOLD DOOR GD.O. GARAGE DOOR OPENING REF, REFRIGERATOR
BIT. BITIMINOUS GF.C.I. GROUND-FAULT CIRCUIT INTERRUPTER REIN. REINFORCED I FLOW
GRADE
BLK BLOCKING GL. GLASS READ. REQUIRED I t
BLDG. BUILDING GL.BK GLASS BLOCK WINDOW W. ROOM _
BOT. BOTTOM GWB GYPSUM WALL BOARD RO, ROUGH OPENING t
BACKFILL FENCE AFTER PLACING FENCE
r ri�i r�
BRCS. BEARING - r�
ERIC BRICK II ll I �r�yr� � ray���
BM. BEAM N.C. HARDWARE S.C. SOLID CORE
B.U. BUILT-UP WDW. HARDWARE SCH. SCHEDULE
rr r�ir
B:W, BOTH WAYS NGT. HEIGHT S.F. SQUARE FOOT r ri ri ri
WORT. HORIZONTAL S.H. SIDLE HUNG WINDOW
N.B. HOSE BIBB SWT. SWEET
C CAB. CABINET W.M. HOLLOW METAL SIM, SIMILAR I i
CPT, CARPET W.S. HORIZONTAL SLIDER SL. SLOPE20' REAR YARD SETBACK I
C.I. CAST IRON HVAC HEATING,VENTILATING ! AIR CONDITIONING SGD, SLIDING GLA55 DOOR
C.J. CONTROL JOINT W.W. HOT WATER SD. SMOKE DETECTOR t ( I } 5 T A K D TUR5017*r 5ARRIER
CL. CENTERLINE SPK. SPEAKER
G.T. CERAMIC TILE SPEC. SPECIFICATIONS t I I t Q- SCALE: 3/4"-I'-0"
C.W. COLD WATER I.D. INSIDE DIAMETER STL. STEEL I I
GONG. CONCRETE INSUL. INSULATION S.S. STAINLESS STEEL I r--------------------------------------------------- i
C.O. CASED OPENING INT. INTERIOR STD. STANDARD t I ----I - 1.PLACE FENCE AT ENTIRE PERIMETER OF SITE AS SHOWN,
COL. COLUMN VOR. STORAGE I f
CONTR CONTRACTOR S.W. SHEAR WALL Q � 7.FENCE MAY BE REMOVED AT WORK AREAS DURING WORK Q
I
C.M.U. CONCRETE MASONRY UNIT J JAN. JANITOR SYP. SOUTHERN YELLOW PINE PERIOD,BUT$WALL BE REPLACED AT THE END OF WORK
CONT. CONTINUOUS JT. JOINT I ` PERIOD.
CLO, CEILING i I
DAM
CR COURSES T T. TREAD I iMASTER��
CJ. CONTROL JOINT < KIT. LAMINATE (D) TWK THICK ' t
i ~�
rIpti. CUBIC FEET PER MINUTE KS. LAVATORY TtG TONGUE AND GROOVE
CF. CUBIC FEET TDr-, TOP OF FOUNDATION
CUBIC FEET T.O.M. TOP OF MASONRY
CIR. CIRCLE T.O.W. TOP OF WALL I I ' ' 1 ► +
CY. CUBIC YARD L LAM. LAMINATE (D) TV. TELEVISION ` I
I 116 SF.
� V
LAV. LAVATORY TYP. TYPICAL
TD TRENCH DRAIN10 .
, c /� Qk
DBL, DOUBLE I M BAT14, I- 5Y BOL 5 W
DEMO DEMOLISH f I MATL. MATERIAL
' '
I t Q
OF. DRINKING FOUNTAIN MFGR MANUFACTURERUR. URINAL
DH. DOUBLE HUNG WINDOW MAS. MASONRY I ' '
DIST. DISPENSER M.O. MASONRY OPENING I I o U
DIA, DIAMETER MC. MEDICINE CABINET
VERT. VERTICAL I , ,,��„� t NORTH INDICATES DIRECTION OF NORTH ZO
DIM, DIMENSION MAX. MAXIMUM VC.T, VINYL COMPOSITION TILE I i i I
BEDROOM D.L. DEAD LOAD MIR MIRROR �� { ' --------- -Q- I r
DN. DOWN MECH. MECHANICAL W WC. WATER CLOSET M
' R t W
-----------
DR DOOR MTL. METAL PANEL W.I.C. WALK-IN CLOSET r I f �- �� DRAWING NUMBER
DS. DOWNSPOUT MIN. MINIMUM WF WIDE FLANGE I } 4 CONC. ma I X
D.P. DESIGN PRESSURES WRGWB WATER RESISTANT GYPSUM WALLBOARDPAD ------ ------------ I SECTION SHEET NUMBER WHEREDWG. DRAWING w1ull. WELDED WIRE MESH
N N.I.G. NOT IN CONTRACT W.C. WATER CLOSET I ' SECTION f5 DRAWN
N�. NOMINAL W/ WITH 1 i _ .
. NOT TO ALE w/o WITHOUT
E EA. EACH WWF WELDED WIRE FABRIC I KtTC404
_
4 DRAWING NUMBER
EXPANSION JOINT ; DETAIL Ej. NUMBER
ERE
ELEC. ELECTRIC DETAIL IS DRAWN
EQ. EQUAL OC. ON CSNMR
E.W jC. ELECTRIC WATER COOLER OPNG. OPENING
E.W.W. ELECTRIC WATER HEATER O.D. OUTSIDE DIAMETER
EL. ELEVATION OHD. OVERHEAD GARAGE DOOR f-- ---------------------------- ELEVATION ELEVATIONS D A-5' B.�- ETTER
EXIST. EXISTINGt
. { I SHEET NUMBER t1Jl--IERE
EXH. EXHAUST I Q( {
EXT. EXTERIOR D I LtYIING FAMILY t C ELEVATION IS DRAWN
fiCREBaD PATIO
------------
i
' 5ULDIIVG WDE 5UMMER
L'------"------------ ---------- '
I I i I
FLORIDA RESIDENTIAL CODE 2010 EDITION
E EST IP ED ST IF t-- - - --- - -- - - ---- -- --- - ----
WIND DESIGN PER FBC RESIDENTIAL 2010, TABLE R3012(2) ?0'FONT YARD SETBACK
R ----------------------------�' ' NATIONAL ELECTRIC CODE 2008 EDITION
---a•------------- --
FLORIDA EXISTING BUILDING CODE 2010 EDITION
BASIC WIND SPEED: 130 MPH t t I LEVEL 3,PRESCRIPTIVE METHOD
WIND DESIGN METHOD: A5CE 1-10 O -O - -O - Q t
IMPORTANCE FACTOR: I ul TAW
�
EXPOSURE CATEGORY: C(ADJUSTMENT COFF. = 1.40) I I t = ty� o� Co�lS�R Ct l0
I I a 1 I
EXPOSURE CLASSIFICATION: ENCLOSED } I
"` (GONCRET NEW CONSTRUCTION TYPE Y UNSPRINKLED
MEAN Roof WEIGHT la PT. I I
ROOF ANGLE: (30-45 DEGREES) 18,4349 DEGREES(4:12) I I I
I
EDGE STRIP 3.0 FT. 01 Q O 10 OF WORK
COMPONENT AND CLADDING WIND LOADS (18/12 SLOPE) } I - REMODEL INTERIOR AND EXTERIOR OF
EXISTING ONE STORY BRICK AND FRAME Z
ZONE EFFECTIVE WIND AREA(SF) ADJUSTED WIND LOAD(PSF) } I I A ��'�� R2 ,^ON t RESIDENCE,CONSTRUCT NEW SCREENED
f 10 11.5 -21.8 } I -- -_ _ _ 50_0' -- - - -- - '
} I _ _� PORCH, u w
1 20 16.0 -21.0
1 50 139 -260 I I INDEX OF WING$% W M
I 100 12.4 -252 - L- - - - SHERRY DRIVE - T-I TITLE SWEET,SITE PLAN,DATA U
2 10 115 -48.4
O O O ' A-I FLOOR PLANS �
I -4410 �J APPROX.EDGE OF PAVEMENT A-2 ELEVATION$,ELECTRICAL PLAN,LEGEND `n
2 20 6 0
� 'Q3- A-3 WALL SECTIONS Z a
2 50 13.9 -394 �'' 5-1 FOUNDATION PLAN,FRAMING PLAN,DETAILS 0 4 W
? 100 12.4 -35.6 "�' �
3 10 115 -35 �1 I E PLAN w U
II t M
3 20 160 -61.0 SCALE: I!8 =l-0
3 50 13.9 -b08 5'-0" 12'-0" K:j 41'- la'-0" 5'-0" U
3 100 12.4 -562 'a
4 10 30.4 -33.0 I lt FERVIOU5 5Umtl"<8'F_'ACE CALCULATION5:
4 20 29.0 -32b I I O
4 50 212 -29.6 O } I 1R1P AREA: EXISTING NEW DATE OF
ISSUE
4 100 25.9 -28.4 I ® I I LOT x,589 SF. 1589 5F.
-21
5 10 30.4 -40.1 I 0 0 1 WOUSE 1,5s8 SF. ],Bow S.F. I -15
R/p 1PRAWN BY:
5 20 29.0 -380 DRIVE 295 S.F.SF. '119 5F. -
5 50 25.9 -31.6 R/�' EQUIPMENT PADS 9 SR 9 SF. ~~ P
5 100 22.1 -252 NEW SCREENED PORCH t PAD - 368 S.F. _
DESIGN OF FASTENINGS OF WINDOWS AND DOORS 1N THE WALL FRAMING TOTAL IMPERVIOUS SURFACE AREA 1;892 5,P. 2,564 SF. _ _ _ _
SHEET NO.
15 THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER AND SHALL IMPERVIOUS 249% 33.1 S.F. 800 SHERRY
MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES
T- 1
0
140E�