248 11TH ST - SIDING, WINDOWS, DOOR DRAWINGS(EDG TRIF EDC
Q�
1-J
SILT FENCE w/ FILTER CLOTH
" (MIRAFI, POLYFILTER OR APPROVED
ctl EOUAL) ON WOOD STAKES A MAX. V-0" OC.
-, I FL� I►j %-
-GRADE
BACKFILL FENCE AFTER PLACING FENCE
i r r�
r ri�i
® 'O
rr�r�y
r��ir��i
SCALE; 3/4":I'-0"
COMPONENT AND CLADDI
a
ZONE EFFECTIVE WIND AREA (SF) ADJUSTED WIND LOAD(PSF)
1 10
1. PLACE FENCE At ENTIRE PERIMETER OF SITE.
I
1 20
1. FENCE MAY BE REMOVED AT WORK AREAS DURING WORK
-23B
of
PERIOD, BUT SHALL BE REPLACED AT THE END OF WORK
o
lob
I)
PERIOD.
U ND LOADS
01 O
® 'O
BASIC WIND SPEED:
WIND DESIGN METHOD: A
IMPORTANCE FACTOR;
EXPOSURE CATEGORY:
EXP05URE CLA551FICATI
MEAN ROOF HEIGHT
ROOF ANGLE: (FLAT)
EDGE STRIP
130 MPH
E 1-10
I
C (544 COFF.)
ENCL05ED
20
1/4"/1'-0"
4.0 FT.
COMPONENT AND CLADDI
a
ZONE EFFECTIVE WIND AREA (SF) ADJUSTED WIND LOAD(PSF)
1 10
14.0
I
1 20
14.0
-23B
of
o
o
lob
I)
14.0
-22.4
2 W0
14.0
-420
2 20
L-
-�
2 50
140
0 o
o
U ND LOADS
WIND DESIGN PER FBC RESIDENTIAL 2J, TABLE R301.2(2)
BASIC WIND SPEED:
WIND DESIGN METHOD: A
IMPORTANCE FACTOR;
EXPOSURE CATEGORY:
EXP05URE CLA551FICATI
MEAN ROOF HEIGHT
ROOF ANGLE: (FLAT)
EDGE STRIP
130 MPH
E 1-10
I
C (544 COFF.)
ENCL05ED
20
1/4"/1'-0"
4.0 FT.
COMPONENT AND CLADDI
WIND LOADS
ZONE EFFECTIVE WIND AREA (SF) ADJUSTED WIND LOAD(PSF)
1 10
14.0
-25.2
1 20
14.0
-23B
1 50
14.0
-23.8
1 100
14.0
-22.4
2 W0
14.0
-420
2 20
14.0
-31.8
2 50
140
-322
2 100
14.0
-26.6
3 10
14.0
-64.4
3 20
14.0
-53.2
3 50
14.0
-31.8
3 100
140
-26b
4 10
18.2
-26lo
4 20
24.4
-26b
4 50
22.4
-23.8
4 100
21.1
-21.0
5 10
25.5
-33.6
5 20
24.4
-30.8
5 50
22b
-28-0
5 100
21.1
-21.0
DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING
15 THE RESPONSIBILITY OF THE WINDOW / DOOR MANUFACTURER AND SHALL
MEET THE COMPONENT ANF CLADDING DESIGN WIND PRESSURES
i
EXISTING PGpOL
NOT SHOWN
REMODELING
248 ELEVENTH STREET
ATLANTIC BEACH, FLORIDA
REVISIONS
6 -19 -IS
6-29-18
DATE OF
ISSUE
5-31-18
DRAWN BY:
HGP
SHEET NO.
248 11 th
T-1
EDG
w
0
Il
w
SILT FENCE w/ FILTER CLOTH
° (MIRAFI, POLYFILTER OR APPROVED
ci) EQUAL) ON WOOD STAKES 9 MAX. 6'-0" O.C.
FL> 11 l- GRADE
RIP E
BACKFILL FENCE AFTER PLACING FENCE
1� 5TAK D TUIR IDITY 5ARRIEF
SCALE: 3/4" = i' -0°
1. PLACE FENCE At ENTIRE PERIMETER OF SITE.
2. FENCE MAY BE REMOVED AT WORK AREAS DURING WORK
PERIOD, BUT SHALL BE REPLACED At THE END OF WORK
PERIOD.
UJIND LOAD5
WIND DESIGN PER FBC RESIDENTIAL 20k
TABLE R3011(2)
BASIC WIND SPEED:
WIND DESIGN METHOD: A
IMPORTANCE FACTOR:
EXPOSURE CATEGORY:
EX1005URE CLA551FICATI
MEAN ROOF HEIGHT
ROOF ANGLE: (FLAT)
EDGE STRIP
130 MPH
E 1-10
I
C /5x1.4 COFR)
: ENCLOSED
20
4.0 FT.
COMPONENT AND CLADDI
WIND LOADS
ZONE EFFECTIVE WIND AREA (SF) ADJUSTED WIND LOAD(PSF)
1 10
14.0
-252
1 20
14.0
-23.8
1 50
14.0
-23.8
1 100
14.0
-22.4
2 10
14.0
-42.0
2 20
14.0
-31.8
2 50
14.0
-322
2 100
14.0
-261P
3 10
14.0
-64.4
3 20
14.0
-532
3 50
14.0
-318
3 100
14.0
-26b
4 10
18.2
-26b
4 20
24.4
-26b
4 50
22.4
-238
4 100
21.1
-21.0
5 10
25.5
-33.6
5 20
24.4
-308
5 50
228
-28.0
5 100
21.1
-21.0
DESIGN OF FASTENINGS WINDOWS AND DOORS IN THE WALL FRAMING
IS THE RESPONSIBILITY OF THE WINDOW / DOOR MANUFACTURER AND SHALL
MEET THE COMPONENT ANt) CLADDING DESIGN WIND PRESSURES
EX15TING 1
NOT 5HOLU
L
248 ELEVENTH STREET
ATLANTIC BEACH, FLORIDA
i
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PATIO
1
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ME.
DINING
I
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I I I
i I I
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---- KITCNE
REMOVE ALL
KITCHEN
CABINETS AND w
- - - - APPLIANCES U
1 I
I I I
I
I
l 1
LIVING
r-��51TE f=L AN
SCALE '44"=I' -0u
CARPORT "I �
n � �
�o�ER
I
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH ®F
CARPORT 02 SEE PERMITS FOR ADDITIONALOFFICE �'CC C C' A®
PY
REQUIREMENTS AND CONDITIONS
REVIEWED SY:_^r DAM-je:7 - d-ol
20'_0N REVISIC)
_ 51JILDING CODE 5UMI 1EIR"r
r
4I='i=)L IC,4LE COD5:
AiFLORIDA RESIDENTIAL CODE 2011
FBG -EXISTING BUILDING Level g1 2011
LEVEL5: ALTERATION, REPAIR
NATIONAL ELECTRIC CODE 2011
BP# ees
SIGNED
5COFE OF NE UJORK
REMODELING: OF CERTAIN ELEMENTS OF EXISTING
SINGLE FAMILY HOME INCLUDING NEW SIDING,
EXTERIOR DOORS AND WINDOWS, STRUCTURAL
MODIFICATIONS AND KITCHEN REMODELING.
NO MEP WORK THIS PERMIT EXCEPT AT KITCHEN
REMODELING
NO CHANGE CHANGE IN IMPERVIOUS SURFACE AREA
/71
JUNE 2 1 2018
I
VISIONS
6-19-I8
DATE OF
ISSUE
5-31-I8
DRAWN B
HGP
SHEET NO.
248 II th
T-1
18011
NEW 5040 NEW 5040 NEW INFILL
FIXED GLASS NEW FIXED
ESLIDER, HEADXISTING HE DAT 1 SLIDER, HEAD HED T I I EX STING WNDOW I ( NIN E I�NG I � INOPENINGISTINGCLA55
NEW 5060
HEAD AT
EXISTING 1 -
NEW KNEE
BELOW
WALL
NEW 5015D SGD,
" HARDI-SHEET
VERTICAL 5/I
GEMENT
NEW 1608D
4 PANEL
TING Ix6 VERTIC
HEAD Al
FIBER SHEET
DING ON
OVER 15"
SLIDIN 3
CLASS
NAIL P
EXISTING HEAD
E ONS/2" NOM.
ERN 12" O.G. FIEL
NEW 3060
DOOR
EW 2-10"
STRUCTURAL
EATHING ON
AND
WIDOW N
EXISt.
LVL REAMER
w/ 3
" O.C. w/ R-13
EXIST.
OPENING
JACKS E.404
END
,45T (LEFT") EL VATiON
SCALE: 1/4" - 1'-0"
EXISTING Sr -UF
REMAIN OPEN
Ix2 GF. WNB tTENS TYP. AS NEW 3050
SHO. E XY COAT AND EGRESS
SAND O R ALL EXPOSE WINDOW
NAILS.
G •r o
VERTICAL HARDI-SHEET 51 ING
OYER EXIS NG Ix6 VERTICALSIDING
e OVER 15' F T OVER GYP SHE ATN►NG,
SEE El VA IONS FOR MORE IS OTES.
NEW 3068 I NAIL PATT 12" O.C. FIELD, " OC.
DOOR PANEL E 5. EPDXY COAT
SAND OVE ALL EXPOSED N411-5.
VERTICAL
" HARDI-SHEET
VERTICAL 5/I
GEMENT
OVER EX
TING Ix6 VERTIC
L SIDI
FIBER SHEET
DING ON
OVER 15"
ELT OVER GYP
NEW 3060
NAIL P
TYVEK MEM
E ONS/2" NOM.
ERN 12" O.G. FIEL
NEW 3060
WINDOW IN
WINDOW IN
STRUCTURAL
EATHING ON
AND
WIDOW N
EXISt.
SAND O
2x4 STUDS w I
" O.C. w/ R-13
EXIST.
OPENING
BATT INSULATI
, �2" GWB
OPENING
INTERIOR
VERTICAL
" HARDI-SHEET
IDING
SIDING
OVER EX
TING Ix6 VERTIC
L SIDI
OVER i
OVER 15"
ELT OVER GYP
EATNI
NAIL P
NEW 306O
NAIL PAT
ERN 12" O.G. FIEL
6" O.C.
DGES. EPDXY
WINDOW IN
PANEL E
E5. EPDXY CO
AND
NAILS.
EXIST.
SAND O
R ALL EXPOSED
qAILS.
OPENING
EXPOSED BRI(
EXP05ED BRICK
TO REMAIN
NEW 3060
WINDOW IN
EXIST,
OPENING:
EXPOSED BRk
MUST
UJE5T (RI ST) ELEV4TI
SCALE: 1/4" - 1'-0"
NEW 3050 rlx2 CF. BATTENS TYP. A5 —
EGRESS SHOWN. EPDXYAT AND
WINDOW SAND OVER A EXPOSED
NAILS.
,45T (LEFT) EL VATION
SCALE: '/4" = I`-0" --
VERTIC
I" HARDI-SNE
SIDING
OVER E
<15TING Ixb VERTICAL
SIDING
OVER i
FELT OVER GYPSHEATHING
NAIL P
TERN 12" O.G. FIE
D, 6" O.G.
NEW 3068
PANEL
DGES. EPDXY
TAND
DOOR
SAND
R ALL EXPOSEP
NAILS.
,45T (LEFT) EL VATION
SCALE: '/4" = I`-0" --
FIRF FLOOR FLAN
SCALE: 1/4" = 1`-0"
�4'
%EXIStIW,2 PIPE
COL. TO REMAIN
NORTH ELEVATION
SCALE: 1/4" = 1 "0"
TIDING OVER
4L SIDING OVER
HEATHING,
:. FIELD, 6" O.G.
REMOVE EXISTING
WRAP AT EXISTING
STEEL POST t0
ALLOW INSPECTION
HORIZ. Ixb SHIP LAP SIDING
OVER EXISTING Ixb VERTICAL
SIDING OVER 15' FELT OVER
GYP SHEATHING,
C
VISIONS 1
EXISTING SCUPPERS MLIST
REMAIN OPEN
u
M
W
m
L
ax
N
W
U
NEW
WINDOW IN
EXISTING
OPENING
H
NEW FIXED
GLA56 IN
EXISTING
OPENING
EXISTING BRICK
TO REMAIN
P4
NEW
WINDOW IN
OPENING
OPENING:
HORIZ. Ix6 SHIPLAP
EXISTING: Ix6 VERTIC
15' FELT OVER GYP
NAIL PATTERN 12" 0.(
PANEL EDGES.
H
4
---------------
EXISTING BRICK
TO REMAIN
NEW DCORS
EXISTING
OPENI
IN
EXISTING BRICK
t0 REMAIN
NEW FIXED GLA58 IN
EXISTING OPENING
NEW 5WO
OVERHEAD DOOR
NEW 8010
OVERHEAD DOOR
FIRF FLOOR FLAN
SCALE: 1/4" = 1`-0"
�4'
%EXIStIW,2 PIPE
COL. TO REMAIN
NORTH ELEVATION
SCALE: 1/4" = 1 "0"
TIDING OVER
4L SIDING OVER
HEATHING,
:. FIELD, 6" O.G.
REMOVE EXISTING
WRAP AT EXISTING
STEEL POST t0
ALLOW INSPECTION
HORIZ. Ixb SHIP LAP SIDING
OVER EXISTING Ixb VERTICAL
SIDING OVER 15' FELT OVER
GYP SHEATHING,
C
VISIONS 1
DATE OF
ISSUE
5-31-I8
DRAWN BY:
NCxP J
SHEET NO.
248 11 th
A-1
O
u
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W
m
L
ax
N
W
U
H
P4
W
H
4
DATE OF
ISSUE
5-31-I8
DRAWN BY:
NCxP J
SHEET NO.
248 11 th
A-1
v
A I Z.
Ln
�r
3'
NEW 5040 SLIDER, HEAD
AT EXISTING HEAD, NEW
KNEE WALL BELOW
NEW 5080 W w/ 2-2x12 —'
HEADER A140 2 JACKS EA END
22'-0V5"
REMOVE EXISTING SGD
AND CL05E OPENING w/
CONSTRUCTION TO
MATCH ADJACENT
BALCONY NEW FIXED GLASS
IN EXISTING
OPENING
EXISTING RAIL TO REMAIN
LIVING BELOUJ
44'
-9yi' 3'-0"
., 3'-4K"
VERTICAL &" HARDI-SHEET SIDING
OVER EXISTING Ix6 VERTICAL SIDING
OVER 150 FELT OVER GYP SHEATHING,
SEE ELEVATIONS FOR MORE NOTES
REMOVE EXISTING 2860
o WINDOW AND INSTALL
NEW 2050 S.H. EGRESS
AND NEW 1-2x8
HEADER w/ I JACK
BEDROOM 02
REMOVE EXISTING 2860
WINDOW AND INSTALL
NEW 2850 S.H. HEADER
TO REMAIN
5ATW
n
oC
FOYER
V
REMOVE EXISTING 2860
WINDOW AND INSTALL
NEW 2850 S.H. HEADER
TO REMAIN
DEN / BEDROOM
REMOVE EXISTING 2860
WINDOW AND INSTALL
NEW 2050 S.H. EGRESS
AND NEW 2-2x8
HEADER w/ I JACK
NEW 2x4 FRAMING w'
V2" STRUCTURAL VERTICAL J" HARDI-SHEET SIDING
SHEATHING FROM TOP OVER EXISTING Ix6 VERTICAL SIDING
OF FIREPLACE OVER 15" FELT OVER GYP SHEATHING,
STRUCTURE TO BEAM SEE ELEVATIONS FOR MORE NOTES 3' 4s4
ABOVE.
44'-0" 7
SECOND FLOOR FLAN
REMOVE ALL EXTERIOR WINDOWS AND
DOORS TO PREPARE FOR NEW DOORS AND
WINDOWS OR OPENING CLOSURE.
HORIZ. Ix6 SHIP LAP SIDING
OVER EXISTING Ix6 VERTICAL
SIDING OVER 15" FELT OVER
GYP SHEATHING,
HORIZ. 1x6 SHIP LAP SIDING
OVER EXISTING Ix6 VERTICAL
SIDING OVER 15" FELT OVER
GYP SHEATHING,
�
NEW FIXED GLASS
IN EXISTING
OPENING
NEW SINGLE HUNG IN REMOVE FIXED GLASS NEW SINGLE HUNG IN
EXISTING OPENING ABOVE FIREPLACE EXISTING OPENING
NEW PR 2668 IN
EXISTING FRAME
M.E.
H
L
H
x
W
44
W
�j
d
` ------_-----
REMOVE EXISTING 2860
WINDOW AND INSTALL
NEW 2850 S.H. HEADER
TO REMAIN
5ATW
n
oC
FOYER
V
REMOVE EXISTING 2860
WINDOW AND INSTALL
NEW 2850 S.H. HEADER
TO REMAIN
DEN / BEDROOM
REMOVE EXISTING 2860
WINDOW AND INSTALL
NEW 2050 S.H. EGRESS
AND NEW 2-2x8
HEADER w/ I JACK
NEW 2x4 FRAMING w'
V2" STRUCTURAL VERTICAL J" HARDI-SHEET SIDING
SHEATHING FROM TOP OVER EXISTING Ix6 VERTICAL SIDING
OF FIREPLACE OVER 15" FELT OVER GYP SHEATHING,
STRUCTURE TO BEAM SEE ELEVATIONS FOR MORE NOTES 3' 4s4
ABOVE.
44'-0" 7
SECOND FLOOR FLAN
REMOVE ALL EXTERIOR WINDOWS AND
DOORS TO PREPARE FOR NEW DOORS AND
WINDOWS OR OPENING CLOSURE.
HORIZ. Ix6 SHIP LAP SIDING
OVER EXISTING Ix6 VERTICAL
SIDING OVER 15" FELT OVER
GYP SHEATHING,
HORIZ. 1x6 SHIP LAP SIDING
OVER EXISTING Ix6 VERTICAL
SIDING OVER 15" FELT OVER
GYP SHEATHING,
�
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x
W
44
W
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d
DATE OF
ISSUE
5-31-18
DRAWN BY:
NGP
SHEET NO.
248 11 th
A-2
18011
M. BEDROOM
1/2" GWS ON NEW 2x4
STUDS a 16" O.G.
LIVING ROOM
— — EXISTING SLAB TO BE REMOVED —
4" THICK 3000 PSI FIBER REINFORCED
— G4NCF21_TE--6LA5-8N 4"IL-FV"AP0R — —
BARRIER ON %% MODIFIED PROCTOR
COMPACTED FILL w/ TERMITE TREATMENT,
TYP.
SLAB PIN - 1/2"0 x 16" REBAR -
SET 4" INTO EXISTING SLAB w/
SIMPSON SET EPDXY a MAX. 24"
OC., TYP.
VERTICAL J" HARDI-SHEET SIDING
OVER EXISTING I* VERTICAL SIDING
OVER 15" FELT OVER GYP
SHEATHING, SEE ELEVATIONS FOR
MORE NOTES.
NAIL PATTERN 12" O.C. FIELD, 6" O.C.
PANEL EDGES. EPDXY COAT AND
SAND OVER ALL EXPOSED NAILS.
EXISTING FOOTING TO REMAIN
z LOWRED FLOOR SLAB WALL
A-3 1 SCALE: 3/4"=1'-0"
BEDROOM
NEW S%" GWS CEILING
GARAGE
NEW 2500 PSI FIBER
REINFORCED CONC. CU7w/CONT.'5 BAR AND 1/2"0THREADED ROD SET 3EXISTING SLAB THICKEEDGE a MAX. 24" O.C— — - -
1x2 CF. BAND w/ ZEE
FLASHING OVER, CONT,
----------
Ix2 CF. BAND w/ ZEE LU
FLASHING OVER, CONT.
VERTICAL a" HARDI-SHEET SIDING
OVER TYVEK MEMBRANE ON 1/2"
STRUCTURAL PANEL.
NAIL PATTERN 12" O.C. FIELD, 6" O.C.
PANEL EDGES. EPDXY COAT AND
SAND OVER ALL EXPOSED NAILS.
1x4 CF. SKIRT BAND, CONT.
EXISTING THICKENED SLAB
INFILL WALL 5 CTION 'a GAIRAG
SCALE: 3/4":I'-0"
NEW ALUM. FLASHING OVER
EXISTING ALUM FLASHING,
SET IN FULL BED OF
SEALANT ON EXISTING
ROOF AND FACE NAIL AT
Ix4 BAND, TYP ALL AROUND
. PROVIDE NEW SCUPPERS
AT EXISTING LOCATIONS
Ix4 C.F. TAPERED BAND w/
FLASHING OVER, CONT.
VERTICAL I" HARD[ -SHEET 51DING
OVER EXISTING 1x6 VERTICAL SIDING
OVER 150 FELT OVER GYP
SHEATHING, SEE ELEVATIONS FOR
MORE NOTES.
NAIL PATTERN 12" O.G. FIELD, 6" O.C.
PANEL EDGES. EPDXY COAT AND
SAND OVER ALL EXPOSED NAILS.
3 NEUJ IROOF EIDGE FLA54N
�-3 SCALE: 3/4"=1'-0"
ONS1
DATE OF
ISSUE
5-31-I8
DRAWN BY:
HGP
SHEET NO.
248 11 th
A-3
IS+aI-f
O
a
M
114M
P-4
x
N
W
vWi
44
Fes..,
W
W
Q
W
4
DATE OF
ISSUE
5-31-I8
DRAWN BY:
HGP
SHEET NO.
248 11 th
A-3
IS+aI-f