HomeMy WebLinkAboutCERTIFICATION FOR DESIGN LOAD COMPLIANCEPlanning & Development Services Department
® I Building &'Code Regulations Division
2300 Virginia Avenue, iFort Pierce, FL 34982 — (772) 462-1553 SCANNED
i BY
Certification for Des' ign Load Compliance St Lucie Country
Project Name: Peters Res.
Project Address: Lot 20, Diamond Sands.
Permit #: Occupancy Type: Construction Type:
i
INSTRUCTIONS FOR USE:
• This certification must be completed, signed, a
• Submit (2) copies for residential, (3) copies for
o New Residences (single or multi-famil
o Residential Addition
o Any accessory structure requiring a bit
o Any non-residential structure. i
sealed by the design professional of record.
mmercial with all permit applications involving the following:
ding permit
Note: Form not required for interior renovations provided that no exterior structural elements are affected and
certain minor building permits at the discretion �f the local building official. Contact the # above for questions.
1. DESIGN CODE: Florida FBC 2017
2.
3.
4.
5.
6.
7
8.
Structure Designed as (check one):
Risk Category: _I X II III
Design Wind Velocity 160
Mean Roof Height 34
Components & Cladding Design Press
Zone 1: SEE Zone 2: PLANS
Design Loads: Floor: 40 PSF
Dock: N/A PSF Deck. N/A PSF
Were Shear Walls Considered For Stru
9. Is A Continuous Load Path Provid
S.USED: (complete all that apply)
Code Fifth Edition with 20 14 Supplements using ASCE 7-10
X Enclosed Partially Enclosed . Open
IV Exposure Category: B C X D
mph' ASD X LRFD End Zone Width: 7.0 ft
ft! Roof Pitch: 6 :12 Parapet: ZERO ft
ure�s Used: (PSF, based on lNclft @ 15'MRH, clearly label on all plan openings):
Zone 3: FOR Zone 4: OPN'G. Zone 5: PRES- Garage: SURFS.
Roof/Dead: 25 PSF Roof/Live: 30 Balcony: 50LL PSF
Stairs: 100 PSF Fence: N/A PSF Railings: N/A PSF
cture? X Yes Not Applicable Explain Why Not:
X Yes Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: N/A- PILING 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 structurallelements depicted on these plans provide adequate resistance to the design
fRK0-6� 1I ecifigdf �..
Robert E. Agsten III PE43205, CA8340
Print Name Cert # & Co. Cert Auth.
3205 = Agsten Engineering, Inc.
.� S.
jgnatyre,.9 e, nd S — 3000 Florida Blvd., #206, Delray Beach, FL 33483
i
.,0• Company Name & Address.
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: Peters Res.
Project Address: Lot 20, Diamond Sands
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 thellocal building official. Contact the # above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida FBC 2017 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 X D
4.. Design -Win d Velocity 160 mph ASD X LRFD End Zone Width: 7•0 ft•
5. Mean Roof Height 34 ft I Roof Pitch: 6 :12 Parapet: ZERO. ft
6. Components & Cladding Design Pressures Used I (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1: SEE Zone 2: PLANS Zone 3: FOR Zone 4: OPN'G. Zone 5: PRES- Garage: SORES.
7. Design Loads: Floor: 40 PSF Roof/Dead: 25 PSF Roof/Live: 30 Balcony:. 50LL PSF
Dock: NSA PSF Deck: Nip` PSF Stairs :l 100 PSF Fence: Nip` PSF Railings: Nip` ' PSF
8. Were Shear Walls Considered For Structure? X Yes Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? X Yesl INot Applicable Explain Why Not:
10. Design Soil Bearing Pressure: N/A- PILING PSFJ 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 sRgri'F 48.1 I I I/
��'C E.
AC'`S%' �Robert E. Agsten III PE43205, CA8340
��CEN Print Name Cert # & Co. Cert Auth.
No. a % ' Agsten Engineering, Inc.
ig� ture, te, nd 5 al 3600 Florida Blvd., #206, Delray Beach', FL 33483
F18 �Company Name & Address.
Revi3// kj' ZIP �/ .. • N�j�
!��� TONAL �E,\�o .. ; • .. .. ,