HomeMy WebLinkAboutLEFT SIDE ELEVATIONFILE COPY
WIND LOAD INFORMATION
CODE EDITIONS: 2011 FLORIDA BUILDING CODE
CHAPTER 6 OF ASCE l • 1 0
BUILDING DESIGN: ENCLOSED
ULTIMATE DESIGN WIND SPEED: 110 MPH
NOMINAL DESIGN WIND SPEED: 132 MPH
RISK CATEGORY: II
INTERNAL PRESSURE COEFFICIENT:
EXPOSURE CATEGORY: is
B '1
WALLS (ENCLOSED): 33 P,S.F.
IMPACT PROTECTION: IMPACT RESISTANT DOORS 4 WINDOWS
COMPONENTS 4 WALL CLADDING;
ONE 4 ZONE 5
10 SO. FT. • + 40.0 / - 41b PSF. 10 60, FT. - + 44.0 / - 50A PSF.
20 50. FT. - + 42.0 / - 45.6 PSF. 20 60. FT. - + 42D / - 54.9 PSF.
50 SQ. FT. - + 393 / - 43.1 PSF. 50 50, FT. - + 393 / - 49.6 PSF.
100 $0. FT. - + 31A / - 41.0 PSF. 100 SO, FT. - + 31A / - 45b P.S.F.
DRIVE 10d NAILS THROUGH HEAD
FINS NEAR CORNERS 4
/0 16" O/C BETWEEN ALL
FOUR SIDES OR MFG.
RECOMMENDATION �� --- 1/2" DRYWALL
STUCCO BAND
SEALANT
SINGLE HUNG
VINYL WINDOW
SHEET # 18L SEE DETAIL
SEALANT
STUCCO SILLS L 1 I , I I In" DRYWALL
�---- 5/8" STUCCO ON METAL LATH 2" X 8° STUDS
ON 30 # FELT ON TYVEK
�j
ON 1/2" CDX, PLYWOOD
UJINDOW DETAIL
3 112 1'-011
FILE COPY
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4 A o 4 >�
4 0
4 D oA
5/6" LITE TEXTURE o
STUCCO A \D o D
CONCRETE TIE BEAM W/ 4 - 05
BARS OR PRE - CAST LINTEL
SE P,T, 2" X 8" WOOD BUCK ANCHOR
AVY r5UTY VINYL TO CONCRETE 4 CONCRETE BLOCK W/ 3/I6"
FIXED GLASS WINDOW - TAP CONS 6" FROM EVERY CORNER 4 12" O.C.
%VJMPACT RESISTANT (TYPICAL ON ALL 4 SIDES OF WINDOW)
GLASS 3/16" TAP CONS THRU ALL HOLES W/ 1 1/2"
SEALANT MINIMUM PENETRATION INTO BLOCK
WASH
° <1 WOOD SILL
40 ° POURED CONCRETE SILL W/
o D '1% 10 5 BAR FILE Copy
Y
WINDOIW DETAIL
1 1/2 = 1-0
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
— — — — — — — — — —
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1 +/- 45
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IBEE
i SGL
I HUNG
WINO
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5'-O"
PROPOSED SCREENED
POOL ENCLOSURE
EXPANSION
N- 45
SGL
HUNG
WINDOW
•/- 45
s"GWL
HUNG
WINDOW
+/- 45
/ NEW
ASM FIXED CAS
EEsRE WINDOW EGRE S
BOXED OUT COLUMN BASE
W/ POST BASE i
CAPITAL TRIM
8" X I6" CONC. BLK.-
5/8" STUCCO
POURED CONC. BLK,
CELL W/ I # 5 BAR EACH JAMB
CONC, BILL
SEALANT
BRICK MLD,
1 3/4" SOLID CORE —
DOOR
1 1/2" = it-O"
•/- 45
P
SGL
HUNG
WINDOW
+/- 45
NEW FIXED IMPA
TRANSOM WINDOW
+/- 45
44�3
-0"
NEW FRENCH DOORS
IMPACT RATED
1/4" -11-0"
1/211 DRYWALL
I" X 2" P.T. FURRING
RIGID INSULATION
2" X 4" PRESS, TREATED
DOOR CASING
FIR JAMB
ALUM. THRESHOLD
P,T, 2" X 8" WOOD BUCK ANCHOR
TO CONC, 4 CONC, BLOCK W/ HILTI
PIN 06.111 DIA, 1 1/4" PENETRATION
ae 16" O/C MIN, OR 1/4" TAP CON
SCREWS art 12" O/C
1/4" m 11-0"
+/- 45
NEW
WINDOW
i
5/8" STUCCO ON
B" X 16" CONCRETE BLOCK
POURED CONCRETE BLOCK
CELL W/ 10 5 BAR EACH JAMB
CONCRETE SILL --
SEALANT
EAVY DUTY VINYL —
SLIDING GLASS DOOR Wl
IMPACT RESISTANT GLAS
1 1/211 = it-011
d- 45
REPLACED
WINDOW
FILE COPY
NORTH
& DRYWALL ON
I' X 2' P.T. FURRING
o cD IGID INSULATION
s
2" X 4' PRESS. TREATED
n .
O D
ALUMINUM THRESHOLD
P.T.2" X WOOD BUCK ANCHOR TO
CONCRETE 4 CONCRETE BLOCK W/ HILTI
PM DS .ITT DIA.1 1/4" PENETRATION
9 16" O/C MIN, OR 1/4" TAP CON
SCREWS 6 24" O/C
ST. LUCIE COUNTY BUILDING DI ION
REVIEWED FOR COMPLIANCE
REVIEW B
DATE 4
PLANS AND PERM T MUST BENK LP 0 MACE
SITE OR NO INSPECTIONS)
SCA6NY ED
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FILE COPY
RECEIVED
NA111; 0 3 7018
EAST ST. Lucie County, Permitting
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