HomeMy WebLinkAboutCERTIFICATION FOR DESIGN LOAD COMPLIANCEPlanning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
Certification for Design Load Compliance
Project Name: The Island Club
Project Address: 10410 S Ocean Drive; Jensen Beach, Florida 34957
SCANNED
BY
St. Lucie County
Permit #: Occupancy Type: R2 Construction Type: Existing
INSTRUCTIONS FOR USE:
• This certification must be completed, signed, and sealed by the design professional of record.
• Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following:
o New Residences (single or multi -family)
o Residential Addition
o Any accessory structure requiring a building permit
o Any non-residential structure.
• Note: Form not required for interior renovations provided that no 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 Building Code 2010 Edition with 2010 Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed _Partially Enclosed _Open
3. Risk Category: _I X II _III _ IV Exposure Category: _B _C X D
4. Design Wind Velocity 170 mph _ASD _LRFD End Zone Width: 7.5 ft
S. Mean Roof Height 120 ft Roof Pitch: 0 :12 Parapet: ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1: Zone 2: Zone 3: Zone 4: +1-57 Zone 5: Garage:
7. Design Loads: Floor: PSF Roof/Dead: PSF Roof/Live: Balcony: PSF
Dock: PSF Deck: PSF Stairs: PSF Fence: PSF Railings: PSF
8. Were Shear Walls Considered For Structure? _Yes x Not Applicable Explain Why Not:
Existing Structure
9. Is A Continuous Load Path Provided? _Yes X Not Applicable Explain Why Not:
Existing Structure
10. Design Soil Bearing Pressure: PSF Soil Test Reports Submitted? _Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie
County. I also certify that structural elements depicted on these plans provide adequate resistance to the design
forces sped itea?ttll illlll///
`�v�S A..l)AI�Q�%.Charles A Darden Jr, PE 76910 & 29057
�Q ,• y,10ENSF '•• N; Print Name Cert # & Co. Cent Auth.
No. 7691V, CSM Engineering, LLC
>ignihA *bate, and Seal
��•• STATE OF G(��
�i��C�`O•' • . F<O RID P; . •' •`�,\?�
Revised
2081 SE Ocean Boulevard - Suite 1A; Stuart, Florida 34996
Company Name & Address
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Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 aC NNED
Certification for Design Load Compliance S' ! ucB COUr1ty
Project Name: The Island Club
Project Address:
10410 S Ocean Drive; Jensen Beach, Florida 34957
Permit #: Occupancy Type: R2 Construction Typ Existing
INSTRUCTIONS FOR USE: *41, '
• This certification must be completed, signed, and sealed by the design professional of record,..,
• Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the folloai g:
o New Residences (single or multi -family) I
o Residential Addition
o Any accessory structure requiring a building permit t�
o Any non-residential structure. ti
* Note: Form not required for interior renovations provided that no 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 Building Code 2010 Edition with 20 10 Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed _Partially Enclosed _Open
3. Risk Category: _I X II _III _ IV Exposure Category: _B _C X D
4. Design Wind Velocity 170 mph _ASD _LRFD End Zone Width: 7•5 ft
5. Mean Roof Height 120 ft Roof Pitch: 0 :12 Parapet: ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1: Zone 2: Zone 3: Zone 4: +/-57 Zone 5: Garage:
7. Design Loads: Floor: PSF Roof/Dead: PSF Roof/Live: Balcony: PSF
Dock: PSF Deck: PSF Stairs: PSF Fence: PSF Railings: PSF
8. Were Shear Walls Considered For Structure? _Yes x Not Applicable Explain Why Not:
Existing Structure
9. Is A Continuous Load Path Provided? _Yes X Not Applicable Explain Why Not:
Existing Structure 5
10. Design Soil Bearing Pressure: PSF Soil Test Reports Submitted? _Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
comply with the applicable structural portions of the building codes currently adopted and enforced by St. Luc'
County. I also certify that structural elements depicted on these plans provide adequate resistance to the desiEk
forces specifkad1 t t I I IJ I I/////
�, .A. DA�doskkl
i1 Charles A Darden Jr, PE 76910 & 29057
Print Name Cert # & Co. Cert Auth.
y.. , No. 78910 = CSM Engineering, LLC
Signi f R Date, and Seal 'Z 2081 SE Ocean Boulevard - Suite 1A, Stuart, Florida 34996
�Q� •, STATE OF V\ Company Name & Address
�•.FCORIOP.•' X_
Revised o-0 V%%" ILL