HomeMy WebLinkAboutCertification for Design Load CompliancePlanning& Development Services Departm nt C\-
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 - (772 462-IJOV 21 ?@19
Certification for Design Load Compliance 6Ta tiyKl� &Bt n Perrnittin®
Project Name: H P-i e f�L 1«g If�E tJGF
Project Address:Sc1a�a-E I Ia T7'L� OUOCC-�-4a .1 Cy Permit#: (QI 11 — 0gA19 Occupancy Type: F Construction Type: CO/ICI^ Ae-
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 BUlI..DIL'1C''l Code Sixth Edition with 20 11 Supplements using ASCE 7-10
2. Structure Designed as (check one): ✓ Enclosed _Partially Enclosed _Open
3. Risk Category:_I ✓ II _III_IV Exposure Category:—B—C D
...1' 4. Design Wind Velocity �1 10 mph ASDLRFD End Zone Width: Co.3 ft
5. Mean Roof Height 351 ft Roof Pitch: c :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
-Gr.,a -139.8 -139.8 -r7G -10
Zone 1+ HI. -I Zone 2: 441.1 Zone 3: t-41,1 Zone 4: S3 Zone 5: +Sa Garage:
7. Design Loads: Floor:SLive: 4 / PSF Roof/Dead: 10 PSF Roof PSI cae.Te
_�Balcony:30Ct� P3P
. 3000 3000
Dock: N/P PSF Deck: PSI PSF Stairs: PSI PSF Fence: N/A PSF Railings: PSF
cor iEETe. a Lu eece:
B. Were Shear Walls Considered For Structure? ✓ Yes _Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? ✓ Yes Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: ;)'500 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 enforFed by St. Lucie
County. I also certify that structural elements depicted on these plans provide adequate resistance to the design
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Company Name & Address