HomeMy WebLinkAboutHARDI - PLANK ATTACHMENTExisting stud wall to rem
Existing soffit to remain.
(not shown)
6.25" hard) plank siding over 151b felt paper
or house wrap over 15/32" plywood nailed
to studs at 1(" o.c. w/ IOd ring shank nails
8" o.c. in field and 6" o.c. in edges.
Nail Hardi—planks to studs using 0.093" shank x
0.222" dia. heads x 2" long gale. siding nails
blind nailed into each stud I.A.W. FL Product
approval FL#13192.2. Contractor seal all
planks and underlagments using MFG recommendations.
H drdi— blank A ttdchmerit
SCOPE OF WORK:
Remove existing siding and replace with
new Nardi -plank as shown above.
Detdll
NTS
PERMITTING INFORMATION (FORM 100)
Florida Building Code Residential: 5TH Edition and ASCE 1-10 for Wind Loading
BuildinCofe'leight:
Dn is: Enclosed Risk Categor�: II Wind Speed: 140 mph ultimate
Mean 15'-0" Roof Pitch: 4:2
Internal Pressure Coeent: ± 0.18 _
Subjectability to damage from: Weathering: Negligible Termites: Very Heavy
Width of Roof End Zone: 5'-4"
Wind Exposure Classification: C
Adjustment factor for Exposure Height using Allowable Stress Design and
Load Combination per ASCE 1-10 Section 2.4 DL+LL, DL+0.4WL; O.4DL+0.4WL
Exp Height Ady Factor: 1.21 x Load Combo Factor O.4 = 0.'124 applied below
Components t Cladding Wind Pressure (NET) Roof Zone: I. Existing psf
Roof Zone: 2. Existing psf
Roof Zone: 3. Existing psf
Components
t Cladding Wall End Zone Width:
5'-4"
Components
t Cladding Wind Pressure (NET)
Wall Zone:
4. +34.0/-31.0 psf
Wall Zone:
5. +34.0/-45.0 psf
Components
it Cladding Wind Pressure (NET)
on Garage
Door: Existing psf
Shear Walls
Considered for Structured l es
Continuous Load Path Provided? Yes
Are Components
an Cladding Detai s Provided?
Yes
Minimum Soil
Bearing Pressure: 2,500 psi, Presumptive:
X-Bg Test: psi
This Building
Shall Have the Following:
APPROVED
SHUTTERS: IMPACT GLASS:
BOTH:
NEITHER: X
Existing to remain
Existing to re
Existing to remain
See hardi-plank detail on this shee
Finish using water resistant board
per MFG Installation instructions
Grade
>F
OF LESS
I MAN A.I.A ?ITCH
® = Roof Zone I ED= Roof Zone 2
Walls Zone 4 Walls Zone 5
END ZONE
` :.A- ~ ST.LUCTF
gwy[F:N47ED FOR CO
RLVIv,,NVED BY 2
.r..
Existing �o� rem B�PERNQT h�it]ST 13E APT ON JOB
/ ; N;C> pECTtOti WILL BE MADE.
Existing to remain
o 'Existing to remain
0
W
d
"— Existing to remain
TYPICAL SECTION
Scale . 1/2"
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HIP ROOF 2:12
TO 6:12 PITCH
GABLE ROOF FROM
2:12 TO 12:12 PITCH
= Corner Zones
Roof Zone 3
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7WESE PLANS AND
ARE SU;S,IECr rO Aft. PROPOSED ORK
MAYREQUIRED BY FIE! p iNSPECCORTO TiOlyg
THAT
�ANy W:CESSARY IN ORDER
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AND SHW COMPLIANCE
— x
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WITH FBC ENERGY CODE MUST
r LL-
I
REMAIN ON ALL DOORS AND WWNDOWS
'V"
UNTIL INSPECTIONS AFIE COVED
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SCANiV Lb
BY
ST LUDE COUNTY
Sheet
File Copy.
C LL� i
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OF I.
DEC ? 12017
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a Comm 4��,F9Z,�9I i _-II'i"
St. ucir county, FL 11— 2 31