HomeMy WebLinkAboutConstruction Plan;" I
No Egress
to be Reduced
L"
Remove Existing Door
Provide New Window
Zone 4
1/8" thick light textured stucco installed per
ASTM C 92L over ASTM D type 2 paper backed
wire lath nailed to substrate through one layer of
ASTM D Tgpe 2 felt paper using 8d nails. Substrate
to be 19/32 COX Plywood nailed at L" o.c. in field
and edges with IOd ring shank nails into studs.
Color and texture to match existing - field verify.
Attach window to block wall with
114" dia. x 3" tap -cons with min.
1 1/2" penetration at 12" o.c. max
and 6" o.c. max from each corner thru
I" x 4" PT Buck
Exterior face
of wall
\el"x4"
P.T.
Buck
Detail
at
UJlndows
2
sides t
header
ang beam to remain
ang lintel to remain
- See Details
ing block to remain
8" PT plate using (2) 1/4" x 3" tapcons
o.c. max and L" max from each corner
stud to plate using Simpson SP8
all nail holes w/ IOd x ' F" nails
iew 2" x 8" pt bottom prate
5YP #2 studs at IL o.c.
Cxisting slab and footli to remain
Reduced Openlnq Detall
Scale: 1/2" = 1'—"
MI
SCALE: 1/4" - 1'-0°
WINDOW
SINGLE HUNG
TEMPERED
I.
3'-0" x 3'-0"
Verify final
Height w/
Owner PRIOR
to Ordering
Section a Window
<ISTiNG Head - Structure to Remain
Anch window to block wall with
4" dia. x 3" tap -cons with min.
/2" penetration at 12" o.c. max
J b'° o.c. max from each corner thru
x 4" PT Buck
ywall return
ucco return
rble sill
�wal
ead : Sill
PERMITTING!
! !' !!
Florida Building Code Resident,�I:: LTH Edition and ASCE 1-10 for Wind Loading
aulichno • _
�lnternal Pressure Coefficient: tQ-18
'Subjectabilitg to damage from: Weathering: Negligible Termites:Ver Heav
Width of Roof . .
Wind Exposure Classification. B
:Adjustment factor for Exposure Hei t Using Allowable Stress Design nd
•... Combination per ASCE �' , . . fir..
Exp Height Adi Factor: 1-00 x Load Combo Factor 0.4 = 0.4 applied below1
17-71 - Wall Zom
�
.. .. .
CladdingPressure . .. .� i.
Components"
Wall Zone 2
Wall Zone: palf
Corner Zones
Continuous Load Path Provided? Yes
4re Components an Cladding DetaTs Provided?
Minimum Soil Bearing Pressure: 2,500 psi. Presumptive.X Bg Test -_psi
This Building Shall Have the Following-
i "i- y• r SHUTTERS. --IMPACT e NEITHER:
NTS
oepS"- 29'Z
REVIEWE8 FOR
CODE COMPLIANCE
ST. LUCIEC/OWTy
BOCC
FILE COPY
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SHEET NO.
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JOB NUMBER: