HomeMy WebLinkAboutCERTIFICATION FOR DESIGN LOAD COMPLIANCE) f/j'jY� n
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Planning & Development Services Department
• Building & Code Regulations Division Om16'qu '19
2300 Virginia Avenue, Fort Pierce, FL 34982— (772) 462-1553 SCANNED
BY •
Certification for Design Load Compliance St. Lucie Counts
Project Name: Barclay Beach Club
Project Address: 2800 North Highway Al A, Fort Pierce, Florida 34949
Permit#: Occupancy Type: R-2 Construction Type: II -A
• 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 Fifth Edition with 20 14 Supplements using
ASCE 7-10
2. Structure Designed as (check one):
X Enclosed _Partially Enclosed _Open
3. Risk Category: _I _II X
III _ IV Exposure Category: _B _C
X D
4. Design Wind Velocity 170
mph X ASD _LRFD End Zone Width: 10
ft
5. Mean Roof Height 15
ft Roof Pitch: N/A :12 Parapet: N/A
ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1: N/A Zone 2: N/A Zone 3: N/A Zone 4:70-76 Zone 5: 70-80 Garage: N/A
7. Design Loads: Floor: NSA PSF Roof/Dead: NIA PSF Roof/Live: N/A Balcony: N/A PSF
Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PSF
8. Were Shear Walls Considered For Structure? _Yes X Not Applicable Explain Why Not:
DOOR REPLACEMENT ONLY
9. Is A Continuous Load Path Provided? _Yes X Not Applicable Explain Why Not:
DOOR REPLACEMENT ONLY
10. Design Soil Bearing Pressure: NSA PSF Soil Test Reports Submitted? N/A 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
tcl� l f (Tat structural elements depicted on these plans provide adequate resistance to the design
forces suaoia FF v., 11'.
Gary L. Karel P.E. FL PE #51406
y� {��p e. /y * Print Name Cent # & Co. Cent Auth.
_ f iV . 51406 i OC= G.L. KAREL - Building & Engineering
EU
Sig Dag;q80— 6675 Flamingo Road, Melbourne Village, Florida 32904
�(OFttpP , `C7�\N Company Name & Address
Revised 07/�A,.
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Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
Certification for Design Load Compliance
Project Name: Barclay Beach Club
Project Address: 2800 North Highway A1A, Fort Pierce, Florida 34949
Permit #: Occupancy Type: R-2 Construction Type: 11=A
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 Fifth Edition with 20 14 Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed _Partially Enclosed _Open
3. Risk Category: _I _II X III _ IV Exposure Category: _B _C X D
4. Design Wind Velocity 170 mph X ASD _LRFD End Zone Width: 10 ft
5. Mean Roof Height 15 ft Roof Pitch: N/A :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1: N/A Zone 2: N/A Zone 3: N/A Zone 4: 70-76 Zone 5: 70-80 Garage: N/A
7. Design Loads: Floor: NSA PSF Roof/Dead: NIA PSF Roof/Live: N/A Balcony: N/A PSF
Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PSF
8. Were Shear Walls Considered For Structure? _Yes X Not Applicable Explain Why Not:
DOOR REPLACEMENT ONLY
9. Is A Continuous Load Path Provided? _Yes X Not Applicable Explain Why Not:
DOOR REPLACEMENT ONLY
10. Design Soil Bearing Pressure: NIA PSF Soil Test Reports Submitted? N/A 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. �IL�15bidAdtl9yj��t structural elements depicted on these plans provide adequate resistance to the design
Gary L. Karel P.E. FL PE #51406
Print Name Cert # & Co. Cert Auth.
Z. G.L. KAREL - Building & Engineering
-01
e, eall` 6675 Flamingo Road, Melbourne Village, Florida 32904
'�� �0W Company Name &Address