1830 N Sherry Dr -2011 addition ,V,�_jk,
YY W 'it
REVISIONS
V4
State of Floidda
1/2'FlP b
SU13DIVISION UMrffrS A, Wind-Borne De ris RegLion
OF WORK:
S" New Interior remodeling and existing covered
Altwo, GROW
Loft 1011106W porch enclosure,
12
CW
CIA
z.lz/
7-7-
LOT 5 UPANCY CLA55:
occ
130
N 89-01'490 E 101.65'(M)
bi 0 lir FlP
N 89-IOW E 10i.6,V(P)
0 NO U)
1W FlP :R
140 ID SPUT RAL FIENCE
00 Wind-borne Debris Re
.0
TYPE OF CONSTRUCTION:
CONG.O/W MAW
F
120 mph&above(ASCE 7-98)
0_"
110 mph 1 mile of coast
Type V-5. Unsprinklered Unprotected
W
(ASCE 7-98)
Ir
n 5
MUD
N.S. 1 mile of Coast(Exception)
e LC>
OR X z
1.-0
L0T6s '4r-w APPLICADLE COPF-5:
UJ
Basic Wind Speed
%D
b) 2 STY.
Florida Duileling Code 2007 w/2009 5upplement
LOT 3 Z
M#1830 1) Values-are noatinal desip.3-secorid Ww.wind
CU WM speeds in miles per bour Onph)at 33 feet(10 m)above -z
grourd for&4mure C Category
Z _Z
62.,V AIN,
26.6 2) Pus rinapis accurate to the county. Localge%enIrl'tents up"
to
establish specific wind.speadAvird-borne debris Ones
using physumi Widawrits such as major roads.canals
rivets.and stiorelines. Biewd
3) islands and coastal outside d*last contour shall 30
we aie tastwirid-speed contour cif tbe coastal area.
lir FIP I..
NO ID
4) mouritainous terrain.goW.ocese prarnontorles,-and
0.1 (P
6W FIR
0. .62 NO ID special vAno regmns shad be azarritned for unusualmnd
S 89-17'130 W 94.57'(M) conditions.
LOT 7
5)Wlnd speeds am American Society of Civil Enginee
2-ft
SCE 7-98)50-1100-yew peak PAM N
Standard(A IN
7'
LA.
T:::-
J
NERAL STRUCTURAL NOTES
IMPACT RESISTANT COVERING (FBC 207 Table 1609.1.2):
1 Codes: Florida Building Code 2007, American Concrete
Institute an erican Institute. of Timber Construction.
Wood structural panel with a minimum thi mriess of 7116 inch and maximum
c
and two-story
span af 8 feet shall be permitted for opening PrOtec on in one
2. Live Loads'
building. Panel shall be precut so that they Oall be allactied to the framing
Roof:
20 pst
5urrounding the opening containing the prodluct with the gozed opening.
Second Roor- 40 pSf
Panels shall be pmKirilled as required fbr th* anchorage method and
Stair: 40 psf
all required hardware shall be provided. AttSchment shall Oe designed to resist
the components and cladding loads determittied in accov0drice-with the provisions ot
3. Wind
ASCE 7 with permanent cm i sion resistant,ottachment 4rdware
See Wind Load Notes
provided and anchor permanently installed *n Me bui g�iis permitted for
buildings with a mean rocf height of 45 feet cor less whereWind speed do not
A. Allowable Sod Bearing.-
exceed 140 mph. 2500 psf
la�
TABLE 1609 1-.2 t5. Soil CompactionL
WIND-BORNE DEBRIS PROTECTION FA§TENING Soil under slab on grade and foundation shall be compacted to 9.5%
STUDS WELS
HEADER SPAN TABLE AND SCHEDULE FOR WOOD STRUCTRAL PA modified proctor max, dry dens4 (ASTM D-1557).
(6. Materials
HEADER BEAM WINDOW/DOOR 2x4 JACK 2x4 FULL FASTENER FASTENER VACING(inch),
ht-28 days)
MAX. OPENING STUDS HTSTUDS TYPE PANEL §PAN Concrete( Normal weig 3000 psi
2ft 2-to 4 ft 4 to 8 ft 4 to 8 ft
Reinforcing Bar ASTM A615, Gr 60
#8 Wood screw
Welded Wire Fabric ASTM A185
2-2x8 #2 SYP 31-011 1 2
wl 20 embed 16 te 10
Hollow Load Beafing CMU ASTM C90, Gr N-I
41-011 1 2
2-2xl 0 #2 SYP W/ 1/2" Ply Flitch
Anchor Ek)4ts
51-011 1 2 ASTIVI A307 or A36
YP wl 1/2" Ply Flitch
2-2xl 0 #2 S #10 Wood screw
Welds
2-2xl 2 #2 SYP wl 1/2" Ply Flitch 6141 2 . 2 wl 2' embed 16 16 12 9 AWS E70 or E60
Wood Member for Beams & Posts , #2 SYP
_031
2-2xl 2#2-SYP wl 2" Ply,Flitch 7 2
2
for Studs #2 SPF or better
!44' Lag screw
wl 20 embed 16 16 16 16 Microllam, 1.9E
@CO
IOU
� z
ILI
Wind Load Notes:
A(
d ASCE-7-05
Codes: Florida Building Code 2007 ant
Basic Wind Speed: 120 mph (Wind &Me Debris Zone) E te
a
i J
TIE ROD ANCHORING SYSTEM A(
1� Wind Importance Factor: 1 1.0 BLWilding Categqy: 11
INDEX OF PRAWINGO
1. Threaded Rod: z
Wind Exposure: C
1/2" diameter A307 continuous threaded rod epoxied into the concrete
foundation and placed vertically through the double#2 SYP top plate I - 5ite Plan, Code Analysis, Wind Load No-tee,
Enclosure: Enclosed Building
where it is secured via a Yx 3" x 1/8" steel washer and nut
2. Exterior Walls: 5tructural Notes, Header 6pan Tal7le.
Internal Pressure Coefficient GCpi 18 or I
ti not more thank 6 feet on
Rod shall be installed at each comer post and a
center thereafter. The rod should be embedded not less than 8" into mirv. 2- First Second Floor Plan, Electrical Plans,
Wind Pressure to Components Cl&ddings
3,000 psi concrete with Simpson AT two-part acrylic ep9xy or equal.
Peck Section, Door Window Schedule.
�d A 2-1/2" edge distance should-be maintained. The nut shall-be tightened
End Zone =6'
to +/- 25 pound-feet of torque. For two story walls, a coupler should be DMWN
3 - Founclation Plan, Peck Framing Plan, Wall
used to join two pieces of rod together to create a continuous path from
Zone Effective wind area(sf) Wind loadg(osf)
top plate to foundation. CHECKED
5ection, Dearn Detail, Window Flashing Detail.
3. Interior Walls:
Positive *tion
Spacing may remain 6'-0" o.c. but reduce.uplift capacity 490 lbs from 5W 4- Elevations.
DATE
Interior Zone 10 +33.4 136.2
lbs unless stiffening sheating. 20 +31.9 ;34.7
4. Tie Rod Spacing: SCALE
50 +29.9 A32.8
Roof truss uplift: 0 lbs - 1,000 lbs Rod @ 4'-0" o.c. Interior
100 +28.4 31.2
Rod @ 6-4- o.c. E)derior JOB NO.
500 +24.9 27.7
1,00.1 lbs -2,016 lbs --Add 1 Rod adjacent toTruft FILE COP
End Zone 10 +33.4 -44.Jr
SHEET
2,017 lbs & greater--See drawings
20 t31.9 -41.8
+29.9 -37.8
50
100 +28.4 -34.7 REVIEWED FOR CODE COMKJMCE
+24'9 -27.7
500 CYff OF ATIA"C EWACH
SEE PERMM FOR ADDmoNAL
REQUIREMENTS AND CONVITIONS.
REVMWMBY.
F
REVISIONS 13)
A
:V=M
w
+ W V', K
;POT1 C
4%V0^30% t!^.c#4 WXY MAL
r.r., womw so K I w rom.140 K Poo K
rooter ^rmlw rp V16C
01
W/
Top.)
T A
10i C.-KIF K, -A-040%som c#�
0
7
M.12-
r.T, 1?,-s w1kCO3 1< 10".p.-." Itimu VOLTZ,
NOW -sH0w*m , p4wK e*11v mr-1ko )
-1 W a4
- 40
dkr
SL
14
I- �� 1 11111, -- -
ti
79
L-,WAJ-1-f, M6L4
00
OF t
IL
_r4p J.0%
4- C
,5ip4r5o14 LU5+10 OfftWo 14^WWVMd-5
-7 TT
wrz
PU-
46T I MC4 -Hv i4*ro-- *11`0041" W/As $e /;7V Ir
K
5,14
Art
am
^U. OW, f4ww 014com kuwah
wv-P,
cv�
T1444r
4 w6w
t4 0#4 -r !b
L' .01AW -Te Ott
+
tr 4L.1
77"T
-:--H'6w*gN " I I , Y
m-: oem-Wex 41
4- zt,t4i - -
11--n 11 11
-44 -44�0 �rly
14
Ar
X Aj- rtuc-Tlow,
w6set
13
1�.,r�e 6 4
w ns- 6
.Wm owe",
1pt��60
FLO
=w 4k-
-.Ar
OU,
A
%
F�i ai A:'.
A�-I
M
+j.,41�'t
OW
--aw
U.
wk�
hL
>
Al
-rLf' FUTr.,K FLAle
441
.................
w
t4s-w- 2
+i*hPP'0*4b
Z
lu
Ar
lu
AA' rx,
C, J
1U.
z LU
< 3:
-ro w-w#4-,w lu
z
094-k
FK^
C, (3
a IL
IMU
z
lu
J4 W .&X'C#�:' t jeli z
T"T 0,
Ir 01
vo-4 try
L.AwA v
C1
A,
P
14v .00
DRAWN
CHECKED
DATE
SCALE
JOB NO.
10'*41 M. --,14vvWQY
SHEET
F SHE
REVIS11
WEATHER AtESITIVE BARRIER(WRI5)APPLIED PRIOR TO THE WINDOW INSTALLATION
FLASHIW-APPLIED OVER THE FACE Or THE MOUNTING FLANGE.
SECTION A
STEPS rWROXsH WINDOW JAMB
(DIN WATER SHEDDIW�FASHION,
5TAJi AT THE BASE OF
T14E WALL S WOFi TOWARDS
THE TOP,INSTALL THE WRIM,
SEALANT BEAD
TO THE FACE OF T14E
SWEAT141ha IIEIIINO MOUNTIW,
FLANGE.
APPLY SILLFLASHIN33
APPLY MAD OF SEALANT
AT SACK OF WINDOW
SEAL T14E WINDOW FRAME TO
FLAW.E 4 SET WINDOW USIWG
PAN HEAD SCREws To Oliii APPLY A%'NOM.
DIA.TO T14M BACKSIDE
V,
FACILITATE INSPECTION.
(INTERIOR)OF THE WINDOW 50
'A"
APPLY BEAD OF 5EALANT AT FLAW3,E.IN LINE WITH ANY
PRE-PUNCHED 14OLES OR 5LOTS.
SIDE JAMBS.EXTEND a
FLASHING
APPLY JAMS FLASHIW
BETWEEN
0 JAME3 FLASHIING FLASHIWG AND MOUi
APPLY BEAD OF SEALANT
At HEAD APPLY CLONT.SEAL TO THEMOUNTIW3 FLAN53E.
PLA14GES AT THE TOP(HEAD)AND
APPLY HEAD rl-ASHIWG SIDES(JAM56)OF WINDOW. EXTEND
SEALANT AT JAMBO a h-ABOVE
T14E RO.AT HEAD.EMBED JAMS
SREMOVE PREVIOUSLY APPLIED
-LASi INTO SEALANT AND
TAPE,ALLOWIW3 WRB TO LAY r
A FLAT OVER HEAD FLASHING. FASTEN IN Fi (FLASi Klaoi LN
t4" HUM
APPLY NEW SHEATHIW,TAPE WES OVER SEALANT).
OVER DIAWNAL CUT SEE V,wili, 10 Wf
DIAGRAM.
SECURE URB
t
ATHEAD
1�,M
1.vo
7 r.
K- IWO
of 15
FLASAIW3 AT HEAD P4 fi�
EXTENDS I'BEYOND LK
fo
JAM FILAOWRrs.
. -a - - lid,
lilb-TOK l+
7-
w
0HEAD FLASHING .6,
--EMBED BOTTOM OF THE 0:
fp w
HEAD FLASHINGut A"INST
THE PREVIOUSLY APPLIED
SEALANT eFLASWIW2 GOES >
—SEALAMNT
OVER SEALANT). EXTEND z
0
14EAD Fi BEYOND
EACH JAMB FLA614114i3s.
FASTEN IN MACE.
t Oil
E
t! ,
A
t 40
A
EXTEND JAM15 K-451411453
TO OVERLAP SILL
4
rLASHIN63,. EXTEND
JAMS Fi S)j- 14--
S
t ASO\/P-Rokr.H 7
Ofi AT HEAD. -------
-71-11�----
TUCK TOP OF as 0 1 .
it It 4 1111 e-
E, JAMB FLA6wwa SEALANT -A
':
UNDER T�HE FLAP
It
OF WRIS AT THE
tp
HEAD.SEE DIAGRAM.
-W
SILL FLAO wcoipg
-rap
SWIM AND ADJUST JN0OW TO ACM IE S,=A
E, latj
PLUMB,AND LEVEL CONDITION. USE COIi I
RESISTANT FASTENERS. FASTEN WINDOWS Fi
�-:tsllow It -r�' rvi ii
WINDaU MANUFACTURER SPECIFICATIONS.
'W*
WEATHER RESISTANT
CA MAP —7
BARRIER i
LINE AT A 45 DEGREE Ai CAREFULLY CUT THE
a
BARRIER ON A DIAGONAL. GENTLY RAISE T�4r=
70P EDGE OF THE BARRIER Q4-AND TAPE THE m
TOP COWERS AND CENTER TO THE EXTERIOR
IXRB SURFACE ABOVE.
"El
INTERIOR VIEW
TOP LEFT CORNER OF WINDOW
"it
4
-61
-----------
t4,zT -ro
N
T/
g*C
14ww rAvi tp-we.L.0
f7r. U K I Z
4
4 V
M.Ii
;0
&I r
Wow iii 09K&
4e
w
w
w
w
Kr
7
lu
lu
Z
a 0
15T I tl Co, +4 P� 0 U.
<
ul
it
z
4--
t
4
Kill
'Hautive
-Moir
25,"is WH-0114T
7
c
L
jj�
r
MUM. 4p.,i
IQ
h4i pswo",iiiii, mt�m^I t4
r
4-
.1 L
jil
L
W,
zt , I- ui
ll!'k
All
-A
r=L.
K `F
OF
REVISIONEE
di
Ij
04
Wo
...........
x 2
ox
WOO
>C,14
V*,-K
Ail
OL;s. 'd,
-4
-Al T
V.14 -1-05.1A Kw
V
;�j I
CC-
4i
LU
lu
z
�d
LU
Cl
Ck
CA
z tu
<
w
z
LL
w
k
V
OA
CHECKE
64.1v
DATE
SCAR
At> VIC
J013 NZ
goat
SHEM
0�,
OF
it
r 111��