HomeMy WebLinkAboutCERTIFICATION FOR DESIGN LOAD CALCULATIONS- SCANNED
St Luse COUnilf
Planning &
v Buildh
2300 Virginia Aver
Certification for I
Project Name:
Project Address: -�V/U
/ � / Permit #: / — 0 / 3027��Occupy
INSTRUCTIONS FOR USE:
• This certification must be completed, signed, a
• Submit (2) copies for residential, (3) copies for
o New Residences (single or multi-famil,
o Residential Addition
o Any accessory structure requiring a bL
o Any non-residential structure.
* Note: Form not required for interior renovation:
certain minor building permits at the discretion of I
1.
DESIGN CODE: Florida 2014 Building C
r
2.
Structure Designed as (check one): X I
3.
Risk Category: _I X II
4.
Design Wind Velocity 160 mph
5.
Mean Roof Height ft
6.
Components & Cladding Designr Pressures'
* ac .*L. ,I-ZO Z
Zone 1: —U I Zone 2: •- S�T jl Zone
7.
Design Loads: Floor: 100 PSF Roo
Dock: NIA PSF Deck: N/A PSF St
8.
Were Shear Walls Considered For Structure
A0 0r--T
welopment Services Department
& Code Regulations Division
Fort Pierce, FL 34982 — (772) 462-1553
Load Compliance
Type: -, lam Construction Type:
sealed by the design professional of record.
nmercial with all permit applications involving the following:
permit
provided that no exterior structural elements are affected and
ie local building official. Contact the # above for questions.
;I (complete all that apply)
Ie Fifth Edition with 20 NSA Supplements using ASCE 7-10
1losed ' Partially Enclosed Open
Exposure Category: B X C D
_ASD LRFD End Zone Width: 6 ft
Roof Pitch: 6 :12 Parapet: N/A ft
ed: (PSF, based on 10sgft @ 15'MRH, clearly laba on all plan o Zpo
+WL fo5./ --s3S S
Z, -� Zone 4: - .� 5• / Zone 5: `IM Garage: -32<2—
)ead: 12 PSF Roof/Live: 30 Balcony: NIA PSF
s: NSA PSF Fence: NIA PSF Railings: NSA PSF
Yes Not Applicable Explain Why Not:
Ito Z t/iI
9. Is A Continuous Load Path Provided? X es Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2500
certify that, to the best of my knowledge
comply with the applicable structural porti
County. I also certify that structural eleme
forces specified:
Revised 07,
Soil Test Reports Submitted? Yes
i belief, the attached plans & specifications have been designed to
of the building codes currently adopted and enforced by StAucie
depicted on these plans provide adequate resistance to the design
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