1219 French Ave - BC03-001022 (REPAIRS) (A)PERtvi[T ADDRESS
CONTRACTOR
ADDRESS
PHONE NUMBER
PROPERTY OWNER
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ADDRESS
PHONE NUMBER
a
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
FEE
FEE
0
SUBDIVISION
PERMIT # %U
PERMIT DESCRIPTION
PERMIT VALUATION _
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E lEVATI""NNS NOTES& SCHEDULES
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A-2 WALL SECTIONS & DETAILS
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I I I I E I I I I I EXIST. FIXED CLASS
WOOD WINI' 'MOVED
MO TO
:M -_-- ��
L BE I OVED
4'-0., 13-644, 4'-0"
DEMO LEGEND
EXISTING 8" CMU WALL TO REMAIN
XISTING PARTIAL FLOOR PLAN z
ITEM TO BE REMOVED OR RELOCATED (DE
1/4" = V-0"
LE
_ - EXISTING WALL TO REMAIN
11 11 11 11 11 11 117-1 NEW 4" OR 6" STUD WALL
X DENOTES EXT. BLDG. ELEVATION
XX OR BLDG. SECTION
X
XX DENOTES DETAIL OR WALL SECTION
XXX DENOTES ROOM FINISFI NUMBER
OXDENOTES DOOR NUMBER
0 DENOTES WINDOW NUMBER
EXIST. 10"X12"
WOOD BEAM
TO REMAIN
POSED PARTIAL FLOOR PLAN z
1/4" = 1'-0"
XXX ROOM FINISH_ SCHEDULE
ROOM NO
ROOM NAME
FLOOR
WALLS
CEILING
NOTES
N
S
E
W
MAT L
HEIGHT
001
1 EXIS-(INC BUILDING
EXIS1•
X
XXX.
FIXED GLASSss
--
EX.
EXIST.
EXIST.
Q WINDOW SCHEDULE
MARK
Quantity
SIZE
TYPE
MATERIAL
GLASS
Style
NOTES
WIDTH
HEIGHT
1
4
4'-0"
4}1-0"
--
METAL
4' CLEAR TEMP.
FIXED GLASSss
--
2
1
001
1
--
METAL
y' CLEAR TEMP.
SIDE LITE
--
- DOOR AND FRAME SCHEDULE
MARK
Quantity
DOOR
FRAME
Style
NOTES
SIZE
MATL
GLAZING
LOUVER
MATL
EL
DETAIL
WD
JHGTJ
THK
WD
I -IGT
HEAD
JAMB
SILL
001
1
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6'-8"
1 3/4"
METAL
4" CLEAR TEMP.
GLASS
0"
0"
METAL
--
--
--
--
Hinged - Single - Full Lite
--
ST. 10"X12"
DD BEAM
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�� EXIST. WEST ELEVATION
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O
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T.O. BEAM
All,--- SOW
WINDOW HEAD
DOOR HEAD
ti 4' 3"
q
WINDOW - SILL
0'—o"
�—F.F.E.
EXIST, WOOD DOORS
TO BE REMOVED
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TV O, BEAM
NEW PLYWOOD PANELS ON
4" WOOD STUD WALL
— —{� WINDOW HEAD
OS. +24._ OS. +24. OS. +24. _ DOOR HEAD
EXIST. 10"X12" WC
BEAM TO REMAIN
WINDOW SILL
NEW FIXED GLASS
CMU WALL ,...,.. ;., �. t..., .-. 1,..,. METAL WINDOWS
\� NEW FIXED GLASS - F.F.E.
METAL WINDOWS —NEW FULL LITE
METAL DOOR
NEW WEST ELEVATION
5 1/411
= 1'-0"
GENERAL CONSTRUCTION NOTES:
1 - ALL WORK SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2001 AND ALL APPLICABLE
RULES AND REGULATIONS.
2- BEFORE POURING CONCRETE FOOTINGS OR FILLING THE BLOCK CELLS CONTAINING
STEEL_ REINF. BARS CALL THE BUILDING DPT. FOR INSPECTION.
3- ELECTRICAL WORK SHALL CONFORM TO F.B.C. - 2001 AND DIRECTIVES OF THE
GOVERNING AUTHORITY,
4- AFTER WORK IS COMPLETELY FINISHED CALL THE BUILDING DPT. FOR FINAL INSPECTION.
5- THESE DRAWINGS HAVE BEEN DESIGNED TO MEET CHAPTER 16 F.B.C. 2001 HURRICANE
RESISTANCE OF 110 M.P.H. WIND LOAD.
6- THIS JOB IS A FULLY ENCLOSED STRUCTURE HAVING AN INTERNAL COEFFICIENT
PRESSURE OF -± 0.18 AN IMPORTANCE FACTOR 1=1.0
I- THIS JOB IS AN ADDITION TO A BUILDING TYPE VI, CATEGORY II AND EXPOSURE "B".
8- THE ROOF DEAD LOAD IS 17 P,S,I, AND LIVE LOAD 20 P.S.I. FOR SHINGLES ROOFING,
MEIAL DUUR METAL WINDOW
NEW SOUTH ELEVATION
1/411 = 1'-0"
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00-j
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NEW COLUMN DETAIL
. .1 1/2" = 1'-0"
#3 WB
STIRRUPS 0
12" o. C.
4 #5 BARS
3 #5 BARS E.W.
EXIST. 10'7
WOOD E
TO REI
2-2"X4"
P
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4-SIMPSON SrHD STRAP TIE
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HEAD, E.A. HOLE
SIMPSON 1-FIA422 'TRUSS
HANGERS W/6 TAPCON Y8" X
3 Y2" E.A. SIDE
2-2"X10"
WOOD HEADER
4 #5 BARS
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12" O.C.
3 #5 BARS E.W.
DOOR
—\ INSIDE CORNER DOOR CRIPPLES
POST_—
—
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CRIPPLES
TOP WINDOW
.
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INSULATION
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STUDS
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FRAME
PANELS ON
BOARD ON
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4' WOOD
5/8" GYPSUM BOARD
WOOD SILL__
1 "X2" P.T.
/ ',-
FURRING STRIPS
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ON 1"X2" P.T. FURRINGEXT,
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77
W/ 3/4" RIGID
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APRON_
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OPENING
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WINDOW SILL
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2ND PANEL 3RD PANEL
4TH
PANEL
5TH
PANEL
WINDOI
WALL SECTION
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HEAD, E.A. HOLE
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HANGERS W/6 TAPCON Y8" X
3 Y2" E.A. SIDE
2-2"X10"
WOOD HEADER
4 #5 BARS
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12" O.C.
3 #5 BARS E.W.
DOOR
—\ INSIDE CORNER DOOR CRIPPLES
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POST
. . . . . . . . . . .
CRIPPLES
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FRAME
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1 "X2" P.T.
FURRING STRIPS
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WINDOWS FOR SEALING
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INSULATION NEW FULL
ROUGH SILL
//
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LITE METAL
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WINDOW SILL WINDOW HEAD CDOOR HEAD
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'TOP PLATE—\\
FIREBLOCKS -
LET -IN
DIAGONAL
BRACE
FRAMING MFMRFRS NAII FD IN POSITION ON MARKED PLATE
TOP WINDOW
CRIPPLES
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POST
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DOOR HEADE
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STUDS
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WINDOW
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FRAME
STUDS
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OPENING
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2ND PANEL 3RD PANEL
4TH
PANEL
5TH
PANEL
BOTTOM
In
_
STUDS
INSTALL ALL REMAINING PANELS. FIT AROUND ALL DOOR AND WINDOW FRAMES MAINTAINING A Y,6" EXPANSION
CAP BETWEEN PANELS AND A Ys" CAULKING GAP AROUND ALL DOOR AND WINDOW FRAMES.
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"LETTER" SIDE
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C = CRIPPLES
B = BLOCKS
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THE FRAMING MEMBERS ARE NAILED WHERE THE PLATES ARE MARKED.
NOTE: ALL MEMBERS SHOWN ARE S.P. STUDS 2X4 NAILED AS PER TABLE 2306.1 OF THE FLORIDA
BUILDING CODE 2001.
BOTH PLYWOOD AND HARDBOARD PANELS ARE APPLIED THE SAME WAY.
NOTE: FOR NAILING SCHEDULE FOLLOW -TABLE 2306.1 OF THE FLORIDA BUILDING CODE 2001. 3 61)
COMMON NAILS 6" O.C. EDGES AND 12" O.C. INTERMEDIATE. y
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_
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CAP BETWEEN PANELS AND A Ys" CAULKING GAP AROUND ALL DOOR AND WINDOW FRAMES.
BOTH PLYWOOD AND HARDBOARD PANELS ARE APPLIED THE SAME WAY.
NOTE: FOR NAILING SCHEDULE FOLLOW -TABLE 2306.1 OF THE FLORIDA BUILDING CODE 2001. 3 61)
COMMON NAILS 6" O.C. EDGES AND 12" O.C. INTERMEDIATE. y
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