1838 SEMINOLE RD - METAL ROOFE E 5T IP ED E 5T IP
I --
to 0 O O 4
� I �
E �
I
I }
1
� I
I I
� I
I I
� d Oall
w
UJIND LOAD5
WIND DESIGN PER FBG RESIDENTIAL 2011, TABLE 8301.2(2)
BA51C WIND SPEED:
130 MPH
83
�4�3�R��«T101�5
IMPORTANCE FACTOR:
I
EXPOSURE CATEGORY:
ACOUSTICAL CEILING TILE
E.W.N.
ELECTRIC WATER NEATER
MIN.
N.I.G.
MINIMUM
NOT IN CONTRACT
A.C,T.
ADJ.
ADJACENT
EL.
ELEVATION
EXHAUST
N.T.5.
NOT TO SCALE
AIC
AIR CONDITIONING UNIT
EXH.
EXT,
EXTERIOR
O.C.
ON CENTER
ALT.
ALTERNATE
F.G.
FIBERGLASS
OPNG.
OPENING
PAINT
ALUM,
AWN.
ALUMINUM
AWNING WINDOW
FIN,
FIN154
FINISHED CEILING
PT
P.Y.C.
POLYVIN YL CHLORIDE
BILK.
BLOCK
FIN. CLG.
FIN. FLR.
FINISHED FLOOR
P.T.
PRE55URE TREATED
QUARRY TILE
BOT.
BOTTOM
BUILDING
F D
FLOOR DRAIN
Q.T.
REINFORCED
BLDG.
gU'
BUILT-UP
QALY,
GL. BK.
GALVANIZEDRE1NF.
GLASS BLOCK WINDOW
READ.
REQUIRED
CAB.
CABINET
GWB
GYPSUM WALL BOARD
R.
RISER
ROOF DRAIN
CPT.
CARPET
CAST IRON
HDW.
HARDWARE
R.D.
5.4,
SINGLE HUNG WINDOW
C.I.
CL.
CENTERLINE
PGT
HORZ.
HEIGHT
HORIZONTAL
5HT,
SHEET
C.T.
CERAMIC TILE
N.B.
H05E BIBS
SIM.
51MILAR
SLOPE
C.W.
COLD WATER
CONCRETE
P.W.HOT
WATER
5L,
SPEC.
SPECIFICATIONS
CONC.
G.M.U.
CONCRETE MASONRY UNIT
I.D.
INSIDE DIAMETER
INSULATION
5TL.
STEEL
CONT.
CONTINUOUS
CONTROL JOINT
I UL.
JAN.
JANITOR
THK.
T46
TRICK
TONGUE AND GROOVE
C.J.
C.FM.
CUBIC FEET PER MINUITE
JT
LAM
JOINT
LAMINATE (D)
TYP.
TYPICAL
DH.
DOUBLE HUNG WINDOW
LAV.
LAVATORY
L
VERT.
VERTICAL
VINYL COMPOSITION TILE
DISP.
DISPENSER
M.O.
A 0NIRYLAVATORY
OPENING
V.C.T.
WALK-IN CLOSET
DN.
DOWN
DRAWING
MATL,
MATERIAL
W.I.G.
WRGWB
WATER RESISTANT GYPSUM WALLBOARD
DWG,
EA.
EACH
MAX.
MAXIMUM
MECHANICAL
W.WM.
WELDED WIRE ME54
ELEC.
ELECTRIC
MECH.
MTL.
METAL
W,C.
WATER CLOSET
E.W.C.
WATER COOLER
M.P.
METAL PANEL
UR
URINAL
E E 5T IP ED E 5T IP
I --
to 0 O O 4
� I �
E �
I
I }
1
� I
I I
� I
I I
� d Oall
w
UJIND LOAD5
WIND DESIGN PER FBG RESIDENTIAL 2011, TABLE 8301.2(2)
BA51C WIND SPEED:
130 MPH
WIND DESIGN METHOD: ASCE 1-10
IMPORTANCE FACTOR:
I
EXPOSURE CATEGORY:
C (Bxl,4 COFF.)
EXP05URE CLASSIFICATION:
ENCLOSED
MEAN ROOF HEIGHT
20
ROOF ANGLE: (FLAT)
1/411/1'-0"
EDGE STRIP
4.0 FT.
COMPONENT AND CLADDING WIND LOADS
ZONE EFFECTIVE WIND AREA (SF)
ADJUSTED WIND LOAD(P5F)
1 10
14.0
-25.2
1 20
14.0
-23.8
I 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
-32.2
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
14.0
-26.6
4 !0
18.2
-26.6
4 20
24.4
-26.6
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
22.8
-28.0
5 100
21.1
-21.0
DE51GN OF Fa5TENING5 OF WINDOWS AND DOORS IN THE WALL FRAMING
THE MANUFACTURER ANDSHALL
la THE RESPONSIBILITY OF
�G DDO� UJINDPRESSURES
AND CLADDING
MEET THE COMPONENT
tR�P
S E M N 0 L E ROAD ATLANTIC BEACH P L i 1liH
i
m
r=-
�n
SEMINOLE ROAD
(7***4\51TE PLAN
Q7) SCALE: 1!8" = I' -0"
Em
5Y5QL5
I i
NORTH INDICATES DIRECTION OF NORTH
DRAWING NUMBER
X
SECTION �- SHEET NUMBER WHERE
SECTION 15 DRAWN
X - DRAWING NUMBER
DETAIL SHEET NUMBER WHERE
DETAIL 15 DRAWN
A
ELEVATION LETTER
ELEVATIONS D A-✓ B� SHEET NUMBER WHERE
ELEVATION 15 DRAWN
C
DOOR
WINDOW
INDEX O DRAWING5
T-1 TITLE SHEET, SITE PLAN, DATA
A-1 FIRST FLOOR PLAN
A-2 SECOND FLOOR PLAN, ROOF PLAN, DETAILS, NOTES
A-3 EXTERIOR ELEVATIONS
II IFE VIOU5 5U ACE CALCULATION:
LOT SIZE 9,000 SQ. FT.
EXISTING HOUSE AND DECK 1,929 50. FT.
POOL DECK AND PATIO 534 SQ. FT.
1,504 SQ. FT.
DRIVEWAY AND WALK,
EX15TING LOT COVERAGE ga 44.0%
PERCENT COVERAGE ALLOWABLE 50%
CODE W�R'�'
REVIEWED FOR CODE COMPLIANO
CIT ' ' ITICI DE CD
SEE PERlrJJ QTS FOR ADDITIONAL
CITY OF ATLANTIC BEACH ZONING CODE RE $ rENiENTS AND CONDITIONS
FLORIDA RESIDENTIAL CODE 2014
REVIEWED BY:/7)'SATE:
5C FE OF WORK:
I. INSTALL NEW SLOPED METAL ROOF AT EXI5TING SECOND FLOOR
DECK AREAS tv NE AND 5E CORNERS
2. REPLACE EXISTING DETERIORATED WOOD BEAMS, JOISTS AND
DECKING_
3. NO CHANGE IN IMPERVIOUS SURFACE AREA.
NO MECN. WORK
NO PLUMBING WORK
NO ELECTRICAL WORK
r• i
METAL ROOFING ON GRACE ICE <
WATER SHIELD ON '/z" NOM, 5TRUCTUF
SHEATHING DECKINC3 NAILED w/ 8d F
SHANK NAILS . 6" O.C. AT PANEL EV(
AND INTERMEDIATE AND 4" O.0
COMPONENT AND CLADDING EDGE 5T
M 3, ON WOOD STRUCTURE 0 24" ,
ING :••
' 05URE No. I CEl
iti•iii�i• %��.�a���ia'
'����i%������1����►111
ON - • •
ZMiNG -a 2411 O.C.
ED SECOND FLJ
5" E POSURE HARD I
SIDI ON TYVEK HO
31/2 I" P.T. CORNER E
------FINISILD FIRST FLOO
----------------
50UTH ELEVATION
SCALE: 1/4" =1' -O"
(NORTH ELEVATION SIM. REVERSE)
EXISTING WALL
NORTH ROOF FRAMING PLAN
SCALE: 1/4" = I' -O"
E,45T ELEVATION
SCALE: 1/4" = I' -O"
(REVISIONS
J FLOOR
A
2x8 LEDGE
O
I w/2 -6d 9
a
�w
�x
U
EX
5TM 5TUD
z�
°LOOR �
O ,..,
�F
wl�la
�xd
�W
a
a o
NO E3 I
Az
Z W
;AL
ING 'D
00
M
00
w
Lu
;ES Z
I - SI
1-12.5
w/ 5 xll/s
AT
TO
TE
E 5-
TO LAT
�-
RIF
TYF
IEA. K AFTEf
NEW 2124
13EAM
`r
NORTH ROOF FRAMING PLAN
SCALE: 1/4" = I' -O"
E,45T ELEVATION
SCALE: 1/4" = I' -O"
(REVISIONS
J FLOOR
A
O
a
�w
�x
U
a¢
W
z�
°LOOR �
O ,..,
�F
wl�la
�xd
�W
a
a o
Az
Z W
00
M
00
(I'-- -
DATE OF
ISSUE
9 -4 -IS
DRAWN BY:
LHGP
-i
SHEET NO.
PARKES
A-1
0
t WALL 5ECTION
,Ll SCALE:1/2t1=i1-oll
GRACE ICE AND WATER SHIELD CONT. OVER
TOP OF WALL TO DECK BELOW
CEDAR SHINGLES ON GRACE ICE AND WATER
5141ELD ON 1/2" STRUCTURAL PANEL ON WOOD
STRUCTURE tv 1611 O.C., TYP.
$ VEE METAL ROOFING ON GRACE ICE AND
WATER SHIELD ON 1%" STRUCTURAL PANEL
ON WOOD STRUCTURE 6 24" O.C., TYP.
METAL ROOF GABLE EDGE ON
P.T. Ix2 ON 2x(o FASCIA
CEDAR SHINGLES ON 51DING ON GRACE
ICE i WATER SHIELD ON 1211 PLYWOOD
SHEATHING
ALUM, FLASHING
SYNTHETIC TRIM, TYP.
NG ON
SHIELD ON
:ATI-41NG
PING SHANK
:L EDGES
411 O.0 AT
)ING EDGE
JCTURE m
`15 TO REPLACE
:) BEAMS, FINISH
SIG
,X15TING P.T. 6x6 POST
5
2
FLUID APPLIED TRAFFIC
SURFACE MEMBRANE ON NEW 1/211
PLYWOOD OVER EXISTING DECK
E STING OR %W 2xb JOISTS
5 VEE METAL ROOF PANELS A$
SOFFIT
/0'�2UJALL 5
A - 2 SCALE:
2 \SIM.
A-�
I- SIMPSON H26A w/5 -8d x 11/2 4ST'i
TO RAFTER 4 t-56 TO TOP
PLATE, TYP,
- EXISTING WINDOW TO REMAIN
NEW RAIL WALL BEYOND \
1
f
- EXISTING CEDAR SHINGLES TO !
REMAIN
- NEW CONT. TRIM OVER NEW !
FLASHING NEW 5 VEEM TAL ROOFING ON
GRACE ICE D WATER SHIELD ON 5/8
NOM. STRUCTgRAL SHEATHING
EX15T1 OOF DECK DECKING NAIED w/ 8d RING SHANK
TO REMOVED NAILS to 611 OC. AT PANEL EDGES
— r — — -- — - AND INTERMiElATE AND 4" O.0 AT
COMPONENT }SND CLADDING EDGE
STRIP ' 3, ONPOOD STRUCTURE 6v 1611
O.C.
9 JOISTgx !
I
%REA-OF
® �f
DSCALa DETAIL
,4 - 2
E: 1/2"211-011
IEVISIONS�
w
0
w
U
W o
Ahs
W
CG�m
Waw
Q�z
U�a
a
L1r r7". Q
w
Q� a
0
zz�
Him
00x
w
H
a
Eel
DATE OF
ISSUE
g-4-15
DRAWN BY:
HGP
SHEET NO.
PARKES