HomeMy WebLinkAboutHARDI-PLANK ATTACHMENT DETAILExisting stud wall to rem
Existing soffit to remain.
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HARDIEPLANK LAP SIDING
FL #13192.1
L25" hardi plank siding over I5lb 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 �" o.c. in edges.
Nail Hardi—planks to studs using 0.181" x 1.5" long x 0.083" shank
gals, siding nails blind nailed into each stud I.A.W. FL Product
approval FL913192.2. Contractor seal all
planks and underlayments using MFG recommendations.
lank Attachment Detail
NTS
SCOPE OF WORK:
Remove existing siding and replace with
new hardi—plank as shown above.
F ERMITTING INFORMATION (FORM 100)
Florida Building Code Residential: Ith Ed 2020 and ASCE 1-16 for Wind Loading
Building Design is: Enclosed Risk Category; 11 Wind Speed: 160_mph ultimate
Mean Roof Height: 20'-0" Roof Pitch: 5:12 (200-210)
Internal Pressure Cocient: ± 01_
Subjectabilitg to damage from: Weathering: Negligible Termites: Ver,q Heavy
Width of Roof End Zone: 4'-0"
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+0.6WL; 0.6DL+0.6WL
Exp Height Ad j Factor: 1.29 x Load Combo Factor 0.6 = 0.774 applied below
GABLE ROOF Components t Cladding Wind Pressure:
ALL ZONES EXISTING
HIP ROOF Components it Cladding Wind Pressure (NET)
ALL ZONES EXISTING
Components t Cladding Wall End Zone Width: 3'-0"
WALL Components It Cladding Wind Pressure: Zone 4: +25.0/-21.0 psf
Zone 5: +25.0/-33.0 psf
Components t Cladding Wind Pressure (NET) on Garage Door:
Zone 5 = Ib'-Y-O" x 1'-0" GE) = EXISTING
Zone 5 = 10'-0" x 1'-0" GD EXISTING
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided? Yes
Are Components an Cladding Details Provided? Yes
Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X By Test:_
This Building Shall Have the Fallowing:
APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER:
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,
3)
PSF
PSF
psi
Existing to remain
Existing to remain
o I Existing to remain
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'YFIC�?_ SECTION
Scale : 1/2" = 1'-0"
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GABLE ROOF
I� =
Roof
Zone I
Walls
Zone 4
END
ZONE
®=
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Zone 2E/2R
Walls
Zone 5
CORNER
ZONE
=
Roof
Zones 3/3E/3R
Roof
Zone 2N
2R
2E
HIP ROOF
=
Roof
Zone I
Walls
Zone 4
®=
Roof
Zone 2E/2R
Walls
Zone 5
END
ZONE
M =
Corner Zones
Roof
Zone 3
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