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where H is secured via a 3"x 3"x steel washer and nut.
2. Exterior Waft:
Rod shall be installed at each corner post and at not more than 5 feet on
0'1 ini, I'a 4� center thereafter,The rod should be embedded not less than 8'into min.
sl concrete with Simpson AT two-Oart acrylic epoxy or equal.
3,000 p
6 A 2-1/2"edge distance should be maintained.The nut shall be tightened
J r, K4
25 pound-feet of torque.For two story wells,a coupler should be
to+/
used to join two pieces of rod together to create a continuous path from
top plate to foundation.
3. InteriorWalls:
a Spacing may remain 5'-0"o.c. but reduce uplift capacity 490 lbi;from 535
lbs unless stiffening s eating.
4. Tie Rod Spacing:
Roof truss uplift: Olbs-1,000lbs-—-----Rod @ 4'-0"o.c.Interior
"J4 Rod @ 5'-0"o.c.Exlerior
1,001 lbs-2,016 lbs-----Add I Rod ad acent toTruss
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2,017 lbs&greater-----See drawings
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WINDOW/DOOR 2x4 JACK 2x4 FULL
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-HEADER, SEE SCHEDULE
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JACKS, SEE SCHEDULE
1/2- DIA. THREADED ROD
112" DiA. THREADED ROD
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TOP OF SUBFLOOR
TOP OF SUBFLOOR
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FOR ATTACHMENT FOR ATTACHMENT
TYPICAL DOOR FRAMING
TYPICAL WINDOW FRAMINU
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1 Code&-Florida Building
Code 2007,
American Concrete
institute and American Ins
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Root
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11� 4 20 pst
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40 psf
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See Wind Load Notes
p Almwable Soo seanng.
2500 pst
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5. Qvill Compaction:
SOB under slab on grade and foundation shall be compacted to 95
1JI4 ffcdifi*d P"114ut dry density(ASTM D-t 557)�
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ASTM A615,Gr 60
llm"�"' P"'t Welded Wire Fabric
ASTM A185
4 Z Hollow Load Bearing CMU
11:46 Anchor Boft ASTM C90.Gr N-I
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STM A307 or A36
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AWS E70 or E60
Wood Member for Beams posts
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IWACT 891111111TANT COVERING(FBC 2007 T"16".1.2):
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W00d"Ch"MA*0 MUMMUM ONCIVIe"of 7118 ineh and mawnum
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SIM 01&led 00 be P--dW fOr 0WdnQ WOMOM In Wa-aW
�i iF bu*IM.P&AM dug be PrOCIA so dmd OW&W be aaached to"*Wnffe
VWGP—V—OW" paduct wdh ft
POneft shall bepowdrilled as requuW jor gm&qchorgp"Irw OW
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ad reWAred hwdnm IW be powadmd Afteawrmt OW be dnW Io rove
'h*Co"IOng"13-4 CWMV I"&dowmined in sommanos Min ow Pv'w'w'ot
ASCE 7 vAdi pswurwe conceme"WA aftdwwd hsxkvwv
PrOvKW OW elubw Pw"wwmw*instaw on Ow builft 16 PenrAled kv
orlenwtwe WW&POW dowl
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WIND-BORNE OEBMS PROTECTION FASTENING
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SCHEDULE FM WOW STRUCTRAL PANELS
FASTENER
FASTENER SPACING(gch)
g� TYPE
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PANEL SPAN
2ft 2 to 4 It
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State of FlAoqida
16 16
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Wind-Borne Debris Region
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Codes:Florida Ek*ding Code 2007 arid ASCE-7-05
ne
Wisu"wrne Debris Reglion Wind Importance Factor 1 1.0 Building Category: 11
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POsifive Suction
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100 +28.4 -31.2
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so
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Y.LEE P.E.
0381 CYPRESS LAKES DRIVE,
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JACKSONVILLE,FL 32256
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904-519-1934
P.E.31276 C.O.A.27140
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