HomeMy WebLinkAboutCERTIFICATION FOR DESIGN LOAD COMPLIANCEPlanning & Development Services Department SCANNED
® Building & Code Regulations Division
BY
• 2300 Virginia Avenue, Fort Pierce, FL 34982— (772) 462Ek5L e COUn
ty
Certification for Design Load Compliance
Project Name: Harbour Ridge LifeStyle Center, Harbour Ridge Yacht & Country Club
Project Address: 12600 Harbour Ridge Blvd., Palm city, FL 34990
Permit#: Occupancy Type: COmmefcialConstructionType:
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- Contactthe # 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): __I_Enclosed _Partially Enclosed _Open
3. Risk Category: _I X II _III _ IV Exposure Category: _B C C _D
4. Design Wind Velocity 162 .mph _ASD X LRFD End Zone Width: 9 ft
5. Mean Roof Height 18 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: 47.4 Zone 2: 55.4 Zone 3: 55A Zone 4: 48.8 Zone 5: 58.2 Garage: 58.2
7. Design Loads: Floor: 250 PSF Roof/Dead: � PSF Roof/Live: 20 Balcony: -EA_PSF
Dock: N/A PSF Deck: PI/A PSF Stairs: 100 .PSF Fence: N/A PSF Railings: 50 PLF PSF
8. Were Shear Walls Considered. For Structure? -X__Yes _Not Applicable -ExplainWhyNot:
9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2500 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 tilnpjy�,codes currently adopted and enforced by St. Lucie
County. I also certify that structural elemer% 6h thei4ans provide adequate resistance to the design
forces specified: �� �fi s•••• •••••• A
ti un Oil A %411%. 5454
Cent It & Co. Cert Auth.
Signature, Date, and Seal
Revised 07/25/2014
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REC '70 3 201016
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 Life Style Center, Harbour Ridge Yacht & Country Club
ProjectAddreess: 13400 Gilson Road, Palm City, FL
Permit#: �✓I Occupancy Type: Commercial 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 II _III —IV Exposure Category: B X C _D
4. Design Wind Velocity 162 mph _ASD X LRFD End Zone Width: 9 ft
5. Mean Roof Height 19 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: 47.4 Zone 2: 55.4 Zone 3: 55.4 Zone 4: 48.8 Zone 5: 58.2 Garage: 58.2
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: 100 PSF Fence: n/a PSF Railings: 50 Of 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:
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Revised 07/25/2014
RECEIVED ' 20 2616
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 Life Style Center, Harbour Ridge Yacht & Country Club
Project Address: 13400 Gilson Road, Palm City, FL
Permit#: IS/1—MOH Occupancy Type: Commercial 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: _B X C D
4. Design Wind Velocity 162 mph _ASD X LRFD End Zone Width: 9 ft
5. Mean Roof Height 19 ft Roof Pitch: 7 :12 Parapet: n/a ft
6. Components & Cladding Design Pressures Used: (PSF, based on 30sgft @ 15'MRH, clearly label on all plan openings):
Zone 1: 47.4 Zone 2: 55.4 Zone 3: 55.4 Zone 4: 48.8 Zone 5: 58.2 Garage: 58.2
7. Design Loads: Floor: 250 PSF Roof/Dead: 35 PSF Roof/Live: 20 Balcony: Na PSF
Dock: n/a PSF Deck: n/a PSF Stairs: 100 PSF Fence: n/a PSF Railings: 50 plf 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: Ut/enf ,��is Hai 0,���
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Cert # & Co. Cent Auth.
)wn Rd, Suite 104, Jupiter, FL 33458
RECEI`.':D JAN ' M6
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 Life Style Center, Harbour Ridge Yacht & Country Club
Pro)ectAddress:13400 Gilson Road, Palm City, FL
Permit#: 1es0— 0Gfoq Occupancy Type: Commercial 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 II _III _ IV Exposure Category: B X C D
4. Design Wind Velocity 162 mph ASD X LRFD End Zone Width: 9 ft
5. Mean Roof Height 19 ft Roof Pitch: 7 :12 Parapet: n/a ft
6. Components & Cladding Design Pressures Used: (PSF, based on 30sgft @ 15'MRH, clearly label on all plan openings):
Zone 1: 47.4 Zone 2: 55.4 Zone 3: 55.4 Zone 4: 48.8 Zone 5: 58.2 Garage: 58.2
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: 100 PSF Fence: n/a PSF Railings: 50 Of 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:
Signature, Date, ano beai
Wenji �.•° ..... 5454
Print Na LL 6•.2,'._ Cert # & Co..Cert Auth.
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iwn Rd, Suite 104, Jupiter, FL 33458
Revised 07J25/2014
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 LlfeStyle Center,. Harbour Ridge Yacht & Country Club
Project Address: 12600 Harbour Ridge Blvd., Palm city, FL 34990
Permit#: Occupancy Type: Commercial 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. Contactthe # above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida Building Cade 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: _B C C _D
4. Design Wind Velocity 162 mph _ASD X LRFD End Zone Width: 9 ft
5. Mean Roof Height 1 B 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: 47.4 Zone 2: 55.4 Zone 3: 55,4 Zone 4: 48.8 Zones: 58.2 Garage: 58.2
7. Design Loads: Floor. 250 PSF Roof/Dead: 35 PSF Roof/Live: 20 Balcony: WA PSF
Dock: N/A PSF Deck: N/A PSF Stairs: 1 00 PSF Fence: N/A PSF Railings: 50 PLF 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: 2500 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 ,+tkg®j�qcodes currently adopted and enforced by St. Lucie
County. I also certify that structural elemer jWo}o A them vans provide adequate resistance to the design
forces specified: a�:•'i N S Ems' . �L
41 $ 5454
Cert # & Co. Cert Auth.
Signature, Date, and Seal
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 LifeStyle Center, Harbour Ridge Yacht & Country Club
Project Address: 12600 Harbour Ridge Blvd., Palm city, FL 34990
Permit#: Occupancy Type: Commercialconstruction 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. Contactthe # 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.• _B C C _D
4. Design Wind Velocity t 62 mph _Aso X LRFD End Zone Width: 9 ft
S. Mean Roof Height tB ft Roof Pitch: 7 :12 Parapet n/a ft
6. Components & Cladding Design Pressures Used: (PSF, based on losqft @ 15'MRH, clearly label on all plan openings):
Zone 1: 47-4 Zone 2: 55.4 Zone 3: 55,4 Zone 4: 48.8 Zones: 58.2 Garage: 58.2
7. Design Loads: Floor. 250 PSF Roof/Dead: � PSF Roof/Live: 20 Balcony: wA PSF
Dock: N/A PSF Deck: N/A PSF Stairs: 100 PSF Fence: N/A PSF Railings: 50 PLIF SF
S. Were Shear Walls Considered For Structure? -X—Yes _Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? ? Yes _Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2500 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 �*JkO t#WN,,� des currently adopted and enforced by St. Lucie
County. I also certify that structural elemer �h thesbj�ans provide adequate resistance to the design
forces specified; �J?i��'� .........
N S E ••
un 5454
inn me _ Cert # & Co. Cert Auth.
,r .Lu�
Signature, Date, and Seal ��� y�7� {raQfl,$1�61�•�neers
Revised 07/25/2ol4