HomeMy WebLinkAboutBuilding PlanGENERAL NOTES`:
CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES
REPORT ANY DISCREPANCIES TO DESIGNER BEFORE PROCEEDING W/ WORK
TEMPERED CLASS TO BE USED AT ALL HAZARDOUS AREAS (F.B.G. 2011)
EXTERIOR DOORS $ WINDOWS SHALL BE CERTIFIED FOR RESISTANCE TO LOCAL
WIND PRE55URE AS REQUIRED BY F,B.C.2011 110 MPH WIND LOAD
ALL LUMBER IN CONTACT W/ CONCRETE OR MASONRY SHALL BE PRE55URE TREATED
ALL STRUCTURAL FRAMING TO BE HEM FIR 02, SPF 01, SOUTHERN PINE 02 OR
APPROVED ALTERNATE W/ Fb=1000 PZJ, MIN. - NON - STRUCTURAL FRAMING MAY
BE SELECTED SPECIES "STUD" GRADE
'I
LEVEL 2 AJ—TERATION
2011 FLORIDA EXI TING BUILDING CODE W/ 5UPPLEMENT5
SECTION 6 0 STRUCTURAL
SECTION 6 O i5 ELECTRICAL
THE LEVEL OF WORK SHALL INCLUDE THE FOLLOWING
FRAME NEW O WALLS W/ STUDS a0 16" O/C
U)� �_ "
INSTALL NE SHINGLE ROOF t - I �'�k�4
INSTALLING NEW IMPACT DOOR
INSTALL NEW ELECTRICAL CIRCUITS
INSTALL INSULATION, DRYWALL 4 TRIM
INSTALL NEW FLOORING
PAINT, T LE S TRIM WORK
NAILING SCHEDULE
ITEM
NAIL
SIZE
EDGE
SPACING
FIELD
SPACING
NOTES
5/8" CDX ROOF SHEATHING
B d
6" O.C.
6" O.C.
GLUE ALL PLYWOOD WITHIN 4' OF ROOF EDGE
5/8" CDX ROOF SHEATHING
8 d
4" O.C.
6" O.C.
8' - O" FROM GABLE END ROOF EDGE
1/2" CDX WALL SHEATHING
8 d
6" O.C.
6" O.C.
3/4" TtG FLOOR SHEATHING
10 d
6" O.C.
6" O.C.
GLUE ALL PLYWOOD (PL400 OR EQUAL)
STUD TO 2 X 12 HEADER
I6 d
3 PER HEADER PLY
BASE SHEET NAILING
6" O/C
B" t 111'
ROOF SHEATHING USE 8d RING SHANK NAILS
ALL SCREWS 4 NAILS SHALL BE GALV.
UJIND LOAD
INFc'.), R M AT10N
CODE EDITIONS:
2011 FLORIDA BUILDING CODE
CHAPTER b OF ASCEl-10
BUILDING DESIGN:
ENCLOSED
ULTIMATE DESIGN WIND SPEED,
110 MPH
NOMINAL DESIGN WIND SPEED-
132 MPH
RISK CATEGORY:
II
INTERNAL PRESSURE COEFFICIENT:
+ •IS/ •15
EXPOSURE CATEGORY:
" B
WALLS (ENCLOSEDr
33 Pa> F.
IMPACT PROTECTION:
IMPACT RES15TANT DOORS 4 WINDOWS
COMPONENTS 4 WALL CLADDING:
ZONE 4 ZONE 5
10 SQ. FT. "+ 40.0 / - 41b PSF. 10 60. FT. _ ,
44,0 / - 58.8 P.S.F.
20 $0, FT. _, 47.0 / - 45A PSF. 20 60, FT. ", 420 I - 54.3 PSF,
50 SQ. FT. •, 393 / - 43.1 PSF, 50 60. FT.",
393 / - 4S.6 PSF.
100 50, FT. q, 31A / - 410 PSF, 100 SQ. FT. ", 37A / . 45b PSF,
O W y
i
r a35��m
u�
W. IIp
aWu
nn�
�U
�
a
o
a�
!�
Its
rip,
1/2" DRYWALL
Q
HARDI PLANK SIDING ON 30#
FELT ON 1/2" C,D.X, PLYWOOD
2" X 6" STUDS
a
ANCHOR JAMB W/ FOUR
311 X 3/8" (#S) WOOD
SCREWS PER SIDE
DOOR CASING
I" X 3" TRIM
D=
0 0
5EALANT
—FIR JAMB
--_'`—ALUM.
CONCRETE SILL ------/
THRESHOLD
�4 �
1 3/4" FRENCHWOOD
HINGED PATIO DOOR
OUTSWING
Q
EXTE « COR
DAME) DETAIL
1 1/2'�
EXISTING 48" OVER -HANG
ti SIMPSON A23
—9 16" OlC
EXISTING FASCIA
EXISTING SOFFIT ICYNENE FOA' 1
INSULATION R,•20
DOUBLE TOP PLATE
b/811 GYP. BD.
CEILING
1/2" GYP. BD,
INTERIOR FINISH
EXISTING
PROPOSED
COVERED PORCH
FOYER
SIMPSON $P4 6
HARDIE-PLANK SIDING ON
TYVEK HOUSE WRAP ON
TOP t BOTTOM
1/2" CDX. PLYWOOD ON
OF EACH STUD
2" x 4" WOOD FRAMING
9 16" O/C W/ R-I3 FIBER -GLASS
5/8" X 8" WEDGE
GATT INSULATION
ANCHORS oa 32" O/C
2" X 4 " PRESSURE
TREATED SILL PLATE
EXISTING SLAB
WOOD BASE TRIM
EXISTING ROOFING -
EXISTING 2" X 6 " JOIST 9 24" O/C
EXISTING CEILING
EXISTING
LAUNDRY
EXISTING STUD WALL
o ,
EXISTING THICKENED SLAB EDGE
A FEI: LUA
EXISTING THICKENED SLAB EDGE
SECTION
LU
Q/
O
U_
LY
11.1
O
a
LLt
LU
�
�
Z
w
O
(L
LU
[Z
-
z
<)
0
m
>n
9EB166®0$
j�2✓�I l ,� l9/d- oy�
20104=
RECEIVED 14 JAN 20
O/�' 1 FLAN_
I L E COPY, LAN1PLO1 /F1___1I \Inty, P@rmittMg
I/4" -I,-Oil
til 77��� Y QUO/G Iq(�iM f / OF ONE
REVIEWED FOR
IUALL LEGEND CODE COMPLIANCE 1%` " T
EXISTING 2" X 4" FRAME WALL ST" L CIE COUN Y
1 �Ze� O
EXISTING 2" X 6" FRAME WALL BOCC
EXISTING 6" C.M.U. WALL ��—
PROPOSED 2" X 4" FRAME WALL