HomeMy WebLinkAboutCERTIFICATION FOR DESIGN LOAD COMPLIANCERECEI'D ]AN 2 0 2016
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a
Planning & Development Services Department SCANNED
Building & Code Regulations Division BY
2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1.9%• Lucie County
Certification for Design Load Compliance
Project Name: Harbor Ridge Sales Center, Harbour Ridge Yacht & Country Club
Project Address: 13396 Gilson Road, Palm City, FL
Permit#: 151
1j—D_1 I q Occupancy Type: Construction Type:
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 x II _III _ IV Exposure Category: x B _C _D
4. Design Wind Velocity 162 mph ASD x LRFD End Zone Width: 3'-2 ft
5. Mean Roof Height 141-4" ft Roof Pitch: 7 :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: 28.4 Zone 2: 33.2 Zone 3: 33.2 Zone 4: 29.2 Zone 5: 34.9 Garage: 29.2
7. Design Loads: Floor: 250 PSF Roof/Dead: 35 PSF Roof/Live: 20 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? x Yes _Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not:
10. -Design Sail Bearing Pressure: 2,500 PSF Soil Test Reports Submitted? X 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 specified: ����+" Mot#,,q�
Wenjt �.o' * a�� ',., 5454
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Print Na v.�'a . o�� - �Gn i, de , Co.ICertlAut
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Signature, Date, and Seal RGD CotQ;Cg,� own Rd, Suite 104, Jupiter, FL 33458
Compar ','i4inu.... .
Revised 07/25/2014
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: Harbour Ridge Sales Center, Harbour Ridge Yacht & Country Club
Project Address: 126000 Harbour Ridge Blvd., Palm City, FL 34990
Permit#: Occupancy Type: Construction
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 X 11 _III —IV Exposure Category: x B _C _D
4. Design Wind Velocity 162 mph X ASO _LRFD End Zone Width: 3'_2• ft
S. Mean Roof Height 9'-8" ft Roof Pitch: 7 :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: 28.4 Zone 2: 33.2 Zone 3: 33.2 Zone 4: 29.2 Zone 5: 34.9 Garage: 29.2
7. Design Loads: Floor: 250 PSF Roof/Dead: 35 PSF Roof/Live: 20 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? X Yes _Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2,000 PSF Soil Test Reports Submitted? X Yes
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 depi ctec�ioa� U provide adequate resistance to the design
forces specified:
Signature, Date, and Seal
Revised 07/25/2014
RE �'�''-D JAN 2 0 2016
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: Harbor Ridge Sales Center, Harbour Ridge Yacht & Country Club
Project Address: 13396 Gilson Road, Palm City, FL
Permit #: IS I I O I I Occupancy Type: Construction Type:
• 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 X II _III _ IV Exposure Category: X B _C _D
4. Design Wind Velocity 162 mph _ASD x LRFD End Zone Width: 3'-2" ft
5. Mean Roof Height 14'-4" ft Roof Pitch: 7 :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: 28.4 Zone 2: 33.2 Zone 3: 33.2 Zone 4: 29.2 Zone 5:34.9 Garage: 29.2
7. Design Loads: Floor: 250 PSF Roof/Dead: 35 PSF Roof/Live: 20 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? X Yes _Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2,500 PSF Soil Test Reports Submitted? X 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 specified: Went ua���''i
1 Y,''. — ert #
5454
Print Na � �:• •a LL 6;0 �'� Cert # & Co. Cert Auth.
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m........,.0 _ —� • W N it F- Z
Signature, Date, and Seal
RGD Cor'� �� Z y F . own Rd, Suite 104, Jupiter, FL 33458
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COmpar ,',i,�'���i �rrjPO``�%
Revised 07/25/2014