HomeMy WebLinkAboutCERTIFICATION FOR DESIGN LOAD COMPLIANCEPlanning & Development Services Department SC
Building & Code Regulations Division ANNFO
2300
Certification for Design Load Compliance
Virginia
a6z-1ss3 St. �u%County
Project Name: Pepper Park Boardwalks 1 through 8
Project Address: SR A-1-A, North Beach Pepper Park, St. Lucie County
Permit#: 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)
2014 Building 5th Edition
1. DESIGN CODE: Florida g Code 20141Edition with 20 14 Supplements using ASCE 7-10
2. Structure Designed as (check one): _Enclosed _Partially Enclosed X open
3. Risk Category: _I X II _III _ IV Exposure Category: _B X—C _D
4. Design Wind Velocity 170 mph _ASD X LRFD End Zone Width: N/A ft
5. Mean Roof Height N/A ft Roof Pitch: NIA :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): N/A
Zone 1: 'Zone 2: Zone 3: Zone 4: Zone 5: Garage:
7. Design Loads: Floor: N/A PSF Roof/Dead: _N/A PSF Roof/Live: N/A Balcony: NIA PSF
Dock: 30 PSF Deck: 90 PSF Stairs: N/A PSF Fence: N/A PSF Railings: 50Lb/LFpSF
8. Were Shear Walls Considered For Structure? _Yes XNot Applicable Explain Why Not:
This is for a boardwalk which does not have walls I
9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not
10. Design Soil Bearing Pressure: See Below 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,"�tirtfppppl'icable structural portions of the building codes currently adopted and enforced by St. Lucie
COnraA? I d1lDfttifv &aSstructural elements depicted on these plans provide adequate resistance to the design
�%-C lVX,% �.\� � `Sic•'• 1;�-pie Stefan K. Matthes Fla PE, 38723
CD
UQ
o 3 7I3 �* Q Print Name Cert # & Co. Cert Auth.
e Culpepper & Terpening, Inc.
2980 South 25th Street, Ft. Pierce, F134981
Company Name &Address
3/15/12 (JS)
Pile support design is based upon a conservative effective unit weight of 100 pcf - 62.4 pcf with a resultant 37.6 pcf, 28 degree
friction angle and SPT blow count, N=5 blows/Ft.
Planning & Development Services Department SCANNED
Building & Code Regulations Division BY
2300 Virginia Avenue, Fort Pierce, FL 34982— (772) 462-1553 St. Lucie County
Certification for Design Load Compliance
Project Name: Pepper Park Boardwalks 1 through 8
Project Address: SR A-1-A, North Beach Pepper Park, St. Lucie County
Permit#: Occupancy Type: Construction Type:
INSTRUCTIONS FOR USE:
* This certification must be completed, signed, and sealed by the design professional of record.
o Submit (2) copies for residential, (3) copies for commercial with all permit applications Involving the following:
o New Residences (single or multi -family) FILE 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)
2014 Building 5th Edition
1. DESIGN CODE: Florida g Code 2-010-Edition with 20 14 Supplements using ASCE 7-10
2. Structure Designed as (check one): _Enclosed _Partially Enclosed X open
3. Risk Category: _I X II _III —IV Exposure Category: _B X C _D
4. Design Wind Velocity 170 mph _ASD X LRFD End Zone Width: N/A ft
5. Mean Roof Height N/A ft Roof Pitch: N/A :12 Parapet: N/A ft
G. Components & Cladding Design Pressures Used: (PSF, based on SDsgft @ 15'MRH, clearly label on all plan openings): N/A
Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage:
7. Design Loads: Floor: N/A PSF Roof/Dead: N/A PSF Roof/Live: N/A Balcony: N/A PSF
Dock: 30- PSF Deck: 90 PSF Stairs: N/A PSF Fence: N/A PSF Railings: 50Lb/LFpSF
8, Were Shear Walls Considered For Structure? _Yes XNot Applicable Explain Why Not:
This is for a boardwalk which does not have walls
9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not
10. Design Soil Bearing Pressure: See Below 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 wi`t�iyBl3N®afpb le structural portions of the building codes currently adopted and enforced by St. Lucie
.%� CountvaIgl(AFAifv thaitaructural elements depicted on these plans provide adequate resistance to the design
E NS< !Jyso�
•
Stefan K. Matthes Fla PE, 38723
3 723 ; N :
Print Name Cert # & Co. Cent Auth.
S
•'_
i
Culpepper &TerpeningInc.
S and Se L • ��/ ��
\2980 South 25th Street, Ft. Pierce, F134981
Company Name & Address
SLCCDV F3/mr�Qf'`yViSFi33/15/12(JS)-.�
Pile support design is based upon a conservative effective unit weight of 100 pcf - 62.4 pef with a resultant 37.6 pcf, 28 degree
friction angle and SPT blow count, N=5 blows/Ft.