HomeMy WebLinkAboutBuilding PlanDocuSign Envelope lD:9C1ED3A0-F17F-48Bi-B036-4178CD7FSF66
BA515 OF 51 KUL; I UKAL UtblU N:
SOIL BEARING: 2500 psf (assumed)
WIND: 145mph (ultimate), risk category 1, exposure C, wind borne debri region,
.00 open design
FROST DEPTH: 12"
ROOF LIVE LOAD 15 PSF
ROOF DEAD LOAD 5 PSF TC
MWFRS UPLIFT 16 PSF ASO
COMPONENT AND CLADDING LOADS... FROM TABLE FBC R301.2(2)
ZONE
EFFECTIVE
WIND
AREA
(SF)
145
Roof > 7
to 27
degrees
1
10.0
15.9
-24.8
1
20.0
14.5
-23.6
1
50.0
12,8
-23.0
1
100.0
12.0
-22.4
2
10.0
15.9
-43.0
2
20.0
14.5
-39.9
2
50.0
12.8
-35.1
2
100.0
12.0
-31.5
3
10.0
15.9
-64.1
3
20.0
14.5
-59.9
3
50.0
12.8
-54.5
3
100.0
12.0
-50.2
4
10.0
27.5
-29.0
4
20.0
26.3
-28.4
4
50.0
24.6
-26.0
Wall
4
100.0
23.4
-24.8
4
500.0
20.5
-22.4
5
10.0
27.5
-36.3
5
20.0
26.3
-33.9
5
50.0
24.6
-30.3
5
1 100.0
1 23.4
-28.4
5
1 500.0
1 20.5
-22.4
1.21 adjustment factor used
GABLE ROOFS
WALLS 0 s 10'
1 1
m O,
101 < 0 s 45°
GABLE ROOFS
10°<0545°
Fa SL Iftw=304.8 mm,id�ee=0.0119 red
r . •=4rM lnag cores
'TIC
HIP ROOFS
101 < 0 5 30e
i
CODE COMPLIANCE: Al
This project was designed under the following codes. The construction documents cannot reference all of the
codes require for the construction of this building. By submitting these construction documents for permit or
commencing work, the contractor, hereby agrees to comply with all local, state, and federal regulations having
jurisdiction over this project, and to comply with all governing codes, including but not limited to, the most current
j editions as adopted by the state of Florida, of the following: 2017 FBC: RESIDENTIAL, 6th ad
EAST/WEST ELEV
SCALE' 1/4"= V-0"
I
NORTH/SOUTH ELEV
SCALE: 1/4"= V-0"
PROJECT DESCRIPTION
AFTER THE FACT PERMIT FOR AN UNPERMITTED GAZEBO.
INSPECTIONS TO BE PERFORMED BY ARCHITECT.
ZONING INFORMATION:
parcel id: 2313-244-0000-000-7
flood zone: X
/_1 7A mo7 Kq aICcryy
A
zoning
RS-2
B
front setback
25 sf
C
side setback
10
D
rear setback
15 sf
E
setback for enclosed storage or gazebo
5 sf
F
lot area
59,052 sf
G
allowable lot coverage %
20%
H
extg total roofed building area
3,939 sf
I
added total roofed building area
195 sf
J
proposed total roofed building area
4,134 sf
K
allowable total roofed building area
11,810 sf
L
extg total accessory bldg area
1,383 sf
M
added total accessory bldg area
195 sf
N
proposed total accessory bldg area
1,578 sf
O
lallowable total accessory bldg area
4,134 sf
extg house & attached porches/garage
2,556 sf
extg polebarn & attached sheds
1,383 sf
new gazebo
195 sf
FxG
H x 35%
LAMINATE BEAM W/ 1OD COMMON NAIL:
2xl2 TO 2xl2 W/ 3 ROWS @ 12" OC, 2x8
TO 2xl2 W/ 2 ROWS @ 12" OC LAYER, 2x4
TO 2x12 W/ 1 ROW @ 12" OC STAG
FROM 2x6
2x12
2x12
BEAM TO POLE W/ (2) 5/8" THRU BOLT
BEAM DETAIL
SCALE: 1.5"= V-0"
2x4 BRACE, TO TRUSS W/ (2)12D NAIL -I
TYP- EA TRUSS JOINT W/ S. MP24 OR MP36 -
(1) 2x8 BEAMS @ GABLE ENDS TO EA POST
W/ (1) 1/2" BOLT
ROOF: 5/12, 5V METAL, OVER 514" x 6" PURLIN 16" OC,
PURLIN TO EA RAFTER W/ (2) 3.5" IRS NAIL OVER
OVER 2x4 SITE BUILT TRUSS PER FRAMING PLAN
GABLE ENDS W/ 1/2" PLY, NAIL W/
8d RS @ 6" OC EDGE/FIELD
TRUSS TC TO BEAM W/ S, H1 OR H
BEAM: SEE DE
FASCIA: 2x4 TO TRUSS TC W/
(4) CORNER POSTS: 7"DIA PT POSTS
4' SLAB ON GRADE W/ 6x6 10/10 WWF
LOAD- TRUSS TO BEAM: +492# / -394#
LOAD- BEAM TO POST: +1,245# / -960#
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' POLES SET IN UNREINFORCED CONC BACKFILL ! •`
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SECTION 1
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5/13/20
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