208 Loch Low Dr 17-6521 Int. remodel•
CODE COMPLIANCE
2014 FLORIDA BUILDING CODE - BUILDING 5th EDITION
2014 FLORIDA BUILDING CODE - RESIDENTIAL 5th EDITION
2014 FLORIDA BUILDING CODE - EXISTING 5th EDITION
2011 NATIONAL ELECTRICAL CODE - 2011
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This structure has been designed in accordance with the 2014 Florida Building Code— _ U
Building, including the codes referenced therein, and with ASCE-7. The following —�
site —specific design criteria ap1hes:
FLOOR AND ROOF LIVE LOADS
Uninhabitable Attics
20 psf
Habitable Attics, Bedroom
30 psf
All other rooms
40 psf
Garage
40 psf
Roofs
20 psf
WIND- DESIGN DATA
Nominal(Basic) Wind Speed
140
mph
Risk Category
II
Wind Exposure
B
Enclosure classification
Enclosed
Internal Pressure Coefficent
0.18
+/—
Components and Cladding
Roofing Zone 1
16.0
psf max.,
— 24.8
psf
min.
Roofing Zone 2
16.0
psf` max.,
— 43.2
psf
rain
Roofing Zone 3
16.0
psf max.,
— 63.9
psf
min.
Roofing at Zone 2
Overhang
— 50.5
psf
min.
Roofing at Zone 3
Overhangs
— 85.0
psf
min.
Stucco, Cladding Doors and
Windows
Zone 4
27.1
psf max.
—29.4
psf
rain.
Zone 5
27.1
psf max
—36.2
psf
min.
9' Wide OH Dr
23.8
psf max.
=26.9
psf
min.
16' Wide OH Dr
27.8
psf max.
—25.4
psf
min.
The Nominal Wind Speed was used to determine
these
Component
and Cladding Pressures.
This building is not in a Wind
—Borne 'Debris Region, so
opening
protection is not required.
SCHEDULE OF DRAWINGS
ARCHITECTURAL
C-001 COVER PAGE
A-001 EXISTING FLOOR PLAN
A-002 PROPOSED FLOOR PLAN
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REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
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DATE
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DIVISION
SANFORD BUILDIN
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A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
TECHNICAL
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ASIDE ANY OF THE PROVISIONS OF THE
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
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Version: # 1
3/5/2017
David Ehleringer
158 E. Grandbend Ave
Lake Mary, FI . 32746
AR0017807
r ■ .
COMMENT #18
NOTE:
Entire House to be equipped with smoke
located as per new construction. FBC107 and
FBCR R 314.
NOTE
The existing window is 36' wide by 48" high. The
existing header and width will work without any
changes. Remove existing precast sill and two
courses of CMU. Install new precast sill. rebuck
window opening.
6' from end max
12') #4 rebar
10 a #8d Gun Nails Q
o 0' 6" O.C. in Field
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1 /2 CDX Plywood
Co or 7/16" OSB
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Typ. Exterior Sheathing Attachment
For Wall Sheathing.
GARAGE INFILL WALL
Attached with 1/2x6 Dyna bolts.16' O.G.
SP-1
2x4 SPF 16' O.C.
2x4 PT TOP + BOTTOM PLATE
2x4 PT R-13 Insulation
ATTACHED W.2) 1/4x 31/2 TAPCONS 16' O.C.
1/2' PLYWOOD
HOUSE WRAP
PAPER BACKED WIRE LATH SP-1
Stucc
Attached with 1/2x6 Dyna bolts.
6' in from each end then 16' O.C.
SCALE 4� =1'0
COMMENT #14
David Ehlenriger
158 E. Grandbend Ave
Lake Mary, EI . 32746
AR0017807
Concrete Infill:
Fill to be clean well compacted, termite treated.
24' max. 6 ml visqueen vapor barrier. With joints taped.
1 - I Minimum 4' thick 2500 psi concrete.
SCALE 1V n
= 170
Rebar to be expoxied into exisiting concrete
a minimum of 6". Holes to be cleaned before
epoxy is put into holes
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Version: # 1
3/5/2017
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