1869 SEA OATS DR - FIREPLACE REMOVAL DRAWING ABBREVIATIONS REVISIONS
VERTIC AL THREADED ROD HOLD DOWN.
A.C.T. ACOUSTICAL CEILING TILE EAUH. ELECTRIC WATER 14EATER MIN, MINIMUM 1424 ADED ROD CONT.FROM
ADJ. ADJACENT EL. ELEVATION N LC. NOT M CONTRACT FOOT TO ABOVE TOP PLATE. ROD
A/C AIR CONDITIONING UNIT EXH. EXHAUST NTS. NOT TO SCALE SHALL TERMINATE ABOVE TOP PLATE
ALT. ALTERNATE EXT. EXTERIOR O.C. ON CENTERAT 3`0"x1/1
ALUM. ALUMINUM Pa. FIBERGLASS OPNGWASHER AND NUT
. OPENING TIGHTENED TO AHEROX 15 UT
AUK AWNING WINDOW FIN. FINISH PT PAINT t .ALLOW MIN.OF 3LS)FTOF
THREADS
BLK BLOCK FIN.CLG. FINISHED CEILING P.V.C. POLYVINYL CHLORIDE :WASHER
BOT. BOTTOM FIN.FLR FINISHED FLOOR P.T. PRESSURE TREATED
BLDG. BUILDING FD. FLOOR DRAM QT, QUARRY TILE EXISTING DOUBLE TOP PLATE DOOR INSTA ATION
B.U. BUILT-UP GALV. GALVANIZED REIW. REINFORCED ti —41
CAB. CABINET GL.BK GLASS BLOCK WINDOW RECD. REQUIRED 1- VMPSM MSTA12 w/10-10d I6"
CPT. CARPET Gm GYPSUM WALL BOARD R RISER O:C.INSIDE,TYR
C.I. CAST IRON HOW. HARDWARE RD. ROOF DRAM ;; NEW HEADER,2_I0 LVI/ 1869 SEA CHATS DRIVECL. CENTERLINE HILT. HEIGHT S.H. SINGLE HUNG WINDOW ��
C.T. CERAMIC TILE HIORZ. HORIZONTAL SHT. SHEET 1f
CAU. COLD WATER H.B. HOSE 5155 SIM. SIMILAR I- S SON MSTA24 w/18-10d,
CONC. CONCRETE H.W. HOT WATER SL. SLOPE INSIDE TYP.
C.M.U. CONCRETE MASONRY UNIT I.D. INSIDE DIAMETER SPEC. SPECIFICATIONS ;; NEW 2-2x6 ACK STUDS
CONT. CONTINUOUS INSUL.. INSULATION STL. STEEL NEW 1-2x4 ACK STUD4
C.J. CONTROL JOINT JAN. JANITOR THTC THICK NEW 1-2x KING STUDS A AN IC B ACH ORIDA
CFM. CLIC FEET PER MINUTE JT. JOINT TTG TONGUE AND GROOVE
DH. DOUBLE HUNG WINDOW LAM. LAMINATE(D) TYR TYPICAL .EX TING STUD
DISP. DISPENSER LAV. LAVATORY VERT. VERTICAL ;; TVP
ON. DOWN M.O. MASONRY OPENING Y.C.T. VINYL COMPOSITION TILE
DWIG. DRAWING MATL. MATERIAL WII.c. WALK-N CLOSET ;! OPENING
EA. EACH MAX. MAXIMUM WF43M WATER RESISTANT GYPSUM WALLBOARD
ELEC. ELECTRIC MECH. MECHANICAL WWI. WELDED WIRE MESH
EUU C. ELECTRIC WATER COOLER MT�L, METAL wic. WATER METAL PANEL UR URINAL CLOSET 1,54
U 2 1
' A-1 A-1
II
11
II
11
NEW 12068 SW
II
11
I- 6011PSON HTTA w/18-ibd w/ N
SIMPWN V2" o x 4"TITEN
11
COUPLER SCREW ;'
2-10"LVL/2-2x6 JACKS/I- 2x4 J /2-2x4 KINGS
1
EXISTING ROOF a $�
SYSTEM TO REMAIN MOD II=IED FLOOR FLAN
/�N p
I P SCALE: V4""1'-0" z
3 OPENING HEADER i HOLDDOWNS H
0 o A-I SCALE: i/2"=1'-0" — O O
I~
p REWORK SOFFIT SYSTEM REMOVE EXISTING FIREPLACE,
s�ZWP AS NECESSARY CHIMNEY,DOORS AND PARTIAL WALL.
2xI0 BLOCKING ( CONTRACTOR SHALL SHORE EXISTING ROOF STRUCTURE 1 n
r---------------� !�
NEW AZEK TRIM
S P E S P I i i �., �� i i I (/� U
NEW2-10"LVL HER --i --------I - ---�
� a r- -- - L
eA ivi
O O O 0 NEW DOOR ` 1 i % C-'
us
w
�
I I _ AREA o� u�oRl�_ _ � U
DINING00GROUT ~
Q � N
of o o la INGSLARBSILL 1O too DATA
� I _
EXISTING SLAB ------- ---
EXISTING SLAB o B�D ROOM No. I
I I ----, GREAT ROOM
I � I
I I
� 3 O TO O EXISTING FOOTING I TCl N
I
i I
2 WALL 6ECTION
A-I SCALE: 1/2"S1'-011 1----- '
REF.
WIND LOAD5 !Cli � _-__-
13
CUT BACK NEW 2-2x6 J ..K STUDS
WIND DESIGN PER F5C RESIDENTIAL 2010 TABLE R3012(2) EXISTING STUCCO NEW 1-2x4 J K STUD
BASIC WIND SPEED: 130 MPH FINISH AS NEW 2-2x4 NG STUDS
NECESSARY
WIND DESIGN METHOD: ASCE 1-10 TYP.EXIST[ ' STUD
IMPORTANCE FACTOR: 1 't
® LZ.
EXPOSURE CATEGORY: C 15x1.4 COFFa O
EXPOSURE CLASSIFICATION ENCLOSED NEW TRIM FOYER V
MEAN ROOF HE .44T 14 FT.
NEW
HE
NEV DOOR W
ROOF ANGLE: (30-45 DEGREES) 26.5651 DEGREES(6:12) 4 V
EDGE STRIP 4.0 FT. (j
t M Ncp 2
COMPONENT AND CLADDING WIND LOADS i FLAN SE C I I ON BEDROOBEDROOM No. 3 TILL0 -
ZONE EFFECTIVE WIND AREA(SF) ADJUSTED WIND LOAD(PSF) I Z
1 10 38.91 -4256
A-I SCALE: 1/1"■1'-0"
10 318 -40.46 GA f�
q
I Be 36.4 -31.52
I w0 35.28 -3628 .5 y0
2 10 38.92 .4W = J 0 �' m
W x a,, u
2 20
318 -41b co M- Z W u
100
a w �
2 50 36.4 -448 NORTH INDICATES DIRECTIONOF NORTH ,U Cc)
0 � U
2 3528 -4236
a
3 10 38.92 -49.84 DRAWING NUMBER ~ N Z H
3 20 318 LiC-41.6 X Q
350 36A -448 SECTION A_ SHEET NUMBER WHEW LLL NL � �
3 100 35.28 -4236 SECTION IS DRAWN � G o a 3 m u
W
4 10 42.6 -462
W V w W
4 20 40b -44.1 DETAIL @�=
DRAWING NUMBER �,��I NCS: � � w
4 r�0 38.1 -AL1 SHEET N16 DERDRAM
WHERE Ic g DATE OF
4 1" 363 -3U DETAIL Is DRAWN �A-1 TITLE SWEET,FLOOR PLAN, DATA He
ISSUE
5 � 40f -5114 A EXIFING FLOOR FLAN 15UILDING CODE SUMMER*r 8-,-»
5 20 40b _532 ELEVATION LETTER
ELEVATIONS D A-5 Bf_SHEET NUI'MSER WHERE SKDCALE;SCALE: V4"=1'-0" - - DRAWN BY:
5 38A -�� ELEVATION IS ORA" 1
FLORIDA RESIDENTIAL CODE 2014 HKsP
5 100 363 -44.1
C ;NATIONAL ELECTRIC CODE 2011
DESIGN OF FASTENINGS OF WINDOWS AND DOORS N THE WALL FRAMING
IS THE RESPONSIBILITY N THE WINDOWADDING /DOOR MANUFACTURER AND SHALL SCOPE
"OI= O 'fi{ i �O 1/: - ti SHEET NO.
MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES C THE RK - SEA OATS
REMOVE EXISTING FIREPLACE,TWO EXISTING
DOORS AND INSTALL NEW 11'-0"SLIDING GLASS .� h A— 1
DOOR IN EAST WALL OF EXISTING RESIDENCE. C> !�-
NO CHANGE IN IMPERVIOUS SURFACE
NO CHANGE IN INTERIOR FLOOR AREA ® 11024