HomeMy WebLinkAboutCERTIFICATION - DESIGN LOAD COMPLIANCEInc Eoei
Planning & Development Services DepartmeN253
JUL 2 5 OECD
° Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL34982 — (772)
Certification for Design Load Compiiance-
- ------Prc rject�hame. 2
- - '""--Project-Address: - i' /-may— ni�1�pl�p�,
Permit #: -- - Occupancy Type: Construction Type: - -�J�IfiWl7�M0jGED
.— INSTRUCTIONS FOR USE: `d�4Y�_y
• This certification must be completed, signed, and sealed by the design professional of record. IL 4
• _ Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: _
_ __o_ New_Residences.(single or -multi -family) _ co PYo Residential Addition--- - - -
o Any accessory structure requiring a building permit
o "Any non-residential structure. FLL
III
*-Note' Form -not required for interior renovations provided thatno exterior structural'.elements are affected and:,
certain minor building permits -at -the discretion of.the local building -official. Contact the # above for questions.,:
- .DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) �__
1. DESIGN CODE:'- Florida. -- - - Code 2010 Edition with; V Supplements using ASCE 7-10 -
2. Structure Designed as (check one): Enclosed _Partially closed: _Open
3:Risk Category I _II _III —IV Exposure Categor B. _C D {� _
- 4_ Design Wind Velocity . Af!fLf4ph _ASD � LRFD _ End Zone Width::�ft _ �1A-A59- -- _
5. Mean Roof Height.- It Roof Pitch: _q—_:12 Parapet:— ft
- - 6. " Components & Cladding' Design Pressures. Used: (PSF, based on 10sgft @ 15'MRH; clearlYlabel onallplan openings):
Zonel Zone 2:j_ Zone 3: 191 E, Zone 4: 27 Zone .S:_ Garage: f i 7,7
_ 7. _ Design Loads: Floor:.AD—PSF Roof/Dead: _PSF Roof/Live: Balcony:" •+ PSF
. _. _Dock: •O� 'PSF Deck: PSF Stairs: PSF Fence: ^ PSF Railings: .- P_SF--
8. - Were Shear Walls Considered for Structure? Yes _Not Applicable Explain Why Not:.,
9. Is A Continuous Load Path Provided? Y Yes _Not. Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 10V PSF Soil Test Reports Submitted? —Yes No
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the.best of my. knowledge and belief, the attached plans &specifications have been designed to
comply q®t� it _liycable structural portions of the building codes currently adopted and enforced by St. Lucie
CoQrtj•_:%alsb]certl4,ifa,t structural elements depicted on these plans provide adequate resistance to the design
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