285 Seminole Rd M I
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Project Data
Codes:Florida Building Code 2007 w/2009 Supplements and ASCE-7-0,5
E Square Footage Informations
Basic Wnd Speed: 120 mph(Wind Boma Debris Zone) Conditioned Space SF
Uncondtioned Space
1 1.0 Building Category: If
VWnd Importance Factor. N.A SF
In, Unenclosed Space
J
'k; Lot Area
11111nd Exposure: C
F
U
Enclosure: Enclosed Building (Including Wetlands and
Bodies of Water)
Internal Pressure Coefficient GCpI +.Is or -.18
Projeot Soopel
Mind Pressure to Components I Claddin
End Zone=0' Projeot Area Informations
Site Area �4A SF
Zone Effect1wwInd area(sf) Wind loadsitysif)
Proposed
SF
4 Driveway
W-AT SF
Positive Suction
Interior Zone
Lot Coverege
10 +33A -36.2
+31.9 -34.7
+29.9 -32.8 Strulature Height & Number of Stories:
50
100 +28A -31,2
Mean Roof Height 24'
500 +24.9 -27.7
End Zone 10 Number of Stories
Ru +33.4 -44.7
20
+31.9 41.8
50
+29.9 -37.8 Oooupanoy Claes-. TZ
'DO
100 +28.4 -34.7 Residential Group R3 W'7 e W4 A
Soo +24.9 -27.7
Applloable Codes:
W
Florida Building Code 200,1 4
0
�Z IMPACT$tESISTANT COVER 114G(FBC 2007 Table 1609.1.2): National Electrical Code 200 1 'a
National Fire Prevention Code 2001
A A
Wood structural panel with a minimum thickness of 7/16 inch and ma mum
xi
span
of 8 feet shall be permitted for opening protection In one-and two-sto Type of Construation:
K ry
W
building.Panel shall be precut so that they shall be attached to the framing Z
Type:VI
surrounding the opening containing the product vvith the glazed opening.
p Z
Panels shall be predrilled as required for the anchorage method and Un-protected
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UJOU
V all required hardware shall be provided.Attachment shall be designed to resist Un-spdnkted
the components and cladding loads determined in accordance with the
VAnd Zone Information:
provisions of ASCE 7 with permanent corrosion resistant attachment hardware
provided and anchor permanelly Instalied on the building is permitted for Refer to the Structural Drawings
buildings with a mean roof height of 45 feet or less where wind speed do not
Materials Information: fAf
exceed 140 mph. F
Concrete(normal weight-28 days)
3000 psi
TABLE 1609.1.2
ASTM A615,Gf6O
Reinforcing bar
WIND-BORNE DEBRIS PROTECTION FASTENING
SCHEDULE FOR WOOD STRUCTRAL PANELS ASTM A185
Welded Wire Fabric
Hollow Load Bearing CMU ASTM C90,Gr N-1
KI J
A i, FASTENER
FASTENER SPACING(inch)
V TYPE Anchor Bolts ASTM A307 or A36
PANELSPAN Welds AWS E70 or E60
211 2to4ft 4to6ft etoeft
#8 Wood screw Wood Members for Beams and Posts #2 SYP
w/2"embed .16 . 16 Wood Members for Studs
10 8 #2 SPF or better
Microlam 1.9E
W/2'em ad 16 16 12 9 Index of Drawlirli
Y4*Lag a row
et
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w/ Very)ad is -is is
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heet
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5,EMINOL E R OA D
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(70 RIW)
-14' Cqh�d �ALK
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00 (R)
;J 1/2' 1/2"
50.14' (H)
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e7ow V4:-;:r 0.4' 1-1
00
41
OX
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0.6' WOOD
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RETAINING
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WALL A
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CONC,
& CONIC
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WALK
& CONC.
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MEntic Boom STOOP
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Planning aw Zoning
10.1' A &5'
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zoning, subdivision end =tbW'M1tP1%1"8nd
BALCONY
development regulatIM, but does Nk �q 2.0' ul
approval for ft Islatranon of ponVft 0
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with Florlds Building Code an -'_0 to LV
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local, Stat*and Federal Pernift"IM111 -ox PI4
M_ 2 STORY FRAME 1. LZ --�\z
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must be vefflied by Wonatm of go OfA#Wft RESIDENCE Z
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Beach Building Oftlel PW to#w EAVES F4
IT, NO. 285
T, I W
6
4k�l Building Perna 7.0' b
0
-J
Approved
05
31.1'
Data. 8.8'
U.
A E CONC
NOV ,70 F'
P.-,w r2-- A/C UNIT
0.4'
[ED
SH
W.
20 X D ON BLOCKS
0.4'
1.0'
WOOD
I E K
X1 CIO
X
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14
LOT 479 P,C"A L r-:
F-L
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X 0 J10" M11' .
0.4'
1 0 1-2
0.4' - 0; 0.5'-\ 0.2-
U-L]�
0.2 ON LINE' 1/2-
T'!: 1/2' ON LINE
50.00' (M)
IN,
50.00
LOT 491
0 F H E E T S
Y&
M47MAM PRMTFASr NO. ISSA-IOX2401975
REVISIll
BY
NOTE:
OPENINGS TO 5'
WIDTH USE (1)
OPENINGS LESS THAN SPI-14/6 TOP
36- SHALL USE (1) KING AND BOTTOM
& (1) CRIPPLE
OPENINGS 5' TO
OPENINGS BETWEEN
36' - 8'-0" 7' WIDTH USE
SHALL USE (2) KING STUDS (2) SPH4/6 TOP
& (2) CRIPPLES. AND BOTTOM
SPH4/6 AT 32* ox.
(I.I.O.N.) NOTE:
(TYPICAL)
IF OPENINGS EXCEEDS 8--o' TYPICAL STRAPPING (Ull
IN WIDTH SEE PLAN.
NOTES:
ANCHOR BOLTS
MAY BE LOCATED
AT EITHER SIDE
OF KING STUBS,
odr
NOTE: PLATE MUST BE led
SINGLE SILL IS CONT. BETWEEN
too W,
ACCEPTABLE FOR BOLT AND KING
OPENINGS UP TO STUD .4
5'-1' WIDTH
ANCHOR BOLTS
0
12" OF KING
MUST BE WITHIN
STUDS
J
1/2-
31.2
ANCHOR BOLTS
AT
32*
ICAL) Z11
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Se
101 -T I-
TO MA,
N fi(4tAil V\
14AT L,5; 0
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MA -H N^t-L
City of Atlantic Beach
1:-�W
Planning and Zoning DeperbrAwt
This approval verifts complilan applicable
1�3
------ zoning, subdivision and oth coal land
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th t
development regulations, but d constitute
V-Z I I x 6)1(
approval for the issuance of Perm Compliance
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with Florida Building Code and oil r applicable
V'Y-Z(( y-
local, State and Federal permitting requirements
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Must be verified by signature of Me City of Atlantic it a,
Beach Building Offlicial prw to#0 lasusn"of a
Building Perm".
LL aL.,) Hle-L P po
Approved . .1ill
Nte:
L
4 DRAWN
-------------- e,7X4 '-T�
CHECKED
ti.s--
E
DATE
SCALE
Li AEP KL-yrc-Lz;�
JOB NO.
SHEET
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-ON
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4
nd
0114 ftot uts
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Ail
NATIONAL PJZUffp;ljgr No. 186AASX240117li
di '9 OF
SHEETS