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BARRIERS PER CITY OF ATLANTIC BEACH
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" 1606.1.3-TABLE 1606.1.4
1606.1.3 Anchorage against overturning, uplift and permitted for buildings with mean roof height of
sliding. Structural members and systems, and compo- 33 feet (10 m) or less where wind speeds do not
nents and cladding in a building or structure shall be exceed 130 mph (58 m/s).
anchored to resist wind-induced overturning, uplift and
sliding and to provide continuous load paths for these 1606.1.4.1 Buildings with openings. Where exterior
forces to the foundation.Where a portion of the resistance glazing is assumed to be an opening, in accordance with
to these forces is provided by dead load, the minimum 1606.1.4, the building shall.be evaluated to determine
dead load likely to be in place during a design wind event whether the openings are of sufficient area to constitute an
shall be used. open or partially enclosed building as defined in 1606.1.5.
Open and partially enclosed buildings shall comply with
1606.1.4 Protection of openings. In windborne debris the applicable provisions of ASCE 7.
regions,exterior glazing that receives positive pressure in
the lower 60 feet (18.3 m) in buildings shall be assumed 1606.1.4.2 The wind-borne debris regions requirements
to be openings unless such glazing is impact resistant or shall not apply landward of the designated contour line in
protected with an impact resistant covering meeting the Figure 1606.A geographical boundary that coincides with
= requirements of SSTD 12, ASTM E 1886 and ASTM E the contour line shall be established.
1996, or Miami-Dade PA 201, 202 and 203 referenced
therein as follows: 1606.1.5 Definitions. The following definitions apply
1. Glazed openings located within 30 feet (9.1 m) of only to the provisions of 1606.
grade shall meet the requirements of the Large
Missile Test. Building,Enclosed.A building that does not comply with
2. Glazed openings located more than 30 feet (9.1 m) the requirements for open or partially enclosed buildings.
above grade shall meet the provisions of the Small Building And Other Structure, Flexible. Slender build-
Missile Test. ings and other structures that have a fundamental natural
• 3. Storage sheds that are not designed for human habi- frequency less than 1 Hz. _
cation and that have a floor area of 720 square feet or
• less are not required to comply with the mandatory Building,Low-rise. Enclosed or partially enclosed build-
windbome debris impact standards of this Code. ings which comply with the following conditions:
1. mean roof height, h, less than or equal to 60 ft (18
Exception: Wood structural panels with a mini- m);
mum thickness of /16 inch(11.1 mm)and maxi-
2. mean roof height, h,does not exceed least horizon-
= mum panel span of 8 feet (2438 mm) shall be cal dimension. _
permitted for opening protection in one- and Building, Open. A building having each wall at least
two-story buildings. Panels shall be precut to 80% open. This condition is expressed for each wall by
cover the glazed openings with attachment hard- the formula Ao>_ 0.8 Ag where:
ware provided.Attachments shall be designed to
resist the components and cladding loads deter- Ao= total area of openings in a wall that receives
mined in accordance with Table 1606 positive external pressure, in sq ft (m2)
Attachme Liccordance with Ta l.4 is
TABLE 1606.1.4 =_
WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE
FOR WOOD STRUCTURAL PANELS
Cinch=25.4
ER FASTENER SPACING(in.)1,2 _=
Panel Span S 2 it 2 ft< Panel Span 4 It<Panel Span 6 it<Panel Span
<4ft <6ft <8ft
d Screw3
16 IG 12 9 =
d Scrcws3 IG 16 16 12 =
Doubled Nails 12 G 4 3 =
foot=305 mm
Notes: _
I. This table is based on a maximum wind speed of 130 mph(58 m/s)and mean roof height of 33 feet(10 m)or less. _
2. Fasteners shall be installed at opposing ends of the wood structural panel.
3. Where screws are attached to masonry or masonry/stucco,they shall be attached using vibration-resistant anchors having a minimum withdrawal capac-
ity of 490 lb(2180 M). _
4. Nails shall be 10d common or 12d box double-headed nails. _
FLORIDA BUILDING CODE—BUILDING 16.5
'1j ILI
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60 Otto Bouler"Suite 1
Atlantic Beach,Morida 3.1,233
MST. SUITE
SUITE #3 t I (904)].46-9593
ao GREAT ROOM
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i SUITE "2 Revisions:
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ANuARY I,2ao3
FEBRUARY I,2(103
WR0i 20.2003
AUGUST 18,7003
2-CAR GARAGE
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CITY Oz ATLAi'!T!C 5-FACH
Hurricane Window Sheathing Placement �y�TS �_ --—-_-_ �i_;, !-„�,,� `�;
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NOTE:
L See Floor Plan and Attachment
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2. Third Floor Impact Glass RY: -
lst LEVEL FLOOR PLAN 1/4 1'-m"