HomeMy WebLinkAboutCertification for Design Load CompliancePlanning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982— (772) 462-1553
Certification for Design Load Compliance
Project Name: WARDWELL
Project Address: 6104 YUCCA DRIVE, FT. PIERCE, FL 34982
Permit#: Occupancy Type:R-3 Construction Type:5-B
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 fallowing:
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 Sixth Edition with 2017 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, 170 mphASDLRFD End Zone Width: ft
5. Mean Roof Height 15 ft Roof Pitch: 5 :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
+21.7-33.9 . +21.-.+.-.. +37.8/-39.9 . +37.8/-49.6 -41
Zone 1: Zone 2. 71593 Zone 3..2711883 Zone 4. Zone S. Garage: +36.8/
7. Design Loads: Floor: 2500 PSF Roof/Dead:25 PSF Roof/Live: 30 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: 2500 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 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 s peclAftu'■
•��� Lillian Gonzalez
REVIEWED FOR
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ter; 2 "t Goarch Engineering, Inc IANCE
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Si attuo*; Date, �� F !1824 Richard Ln Palm Springs, FL 33406 BOCC
.Q O•- „ - _�n�*•.••r� Company Name &Address