HomeMy WebLinkAboutCERTIFICATION FOR DESIGN LOAD COMPLIANCEIlk
Planning& Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462_1553
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Certification for Design Load Compliance %61
Project Name: \dy nr\(L
Project Address: rl clon L) S-1
Permit #: Occupancy Type: Construction Type: V
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:
• New Residences (single or multi -family)
• Residential Addition
• Any accessory structure requiring a building permit
• 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. DESIGNOODE: Florida PiWN4,"A Code Sixth Edition with 20, t7 Supplements using ASCE 7-10
2. Structure Designed as (check one): Enclosed —Partially Enclosed —Open
3. Risk Category:—l--�(—Il —111—IV Exposure Category:—B)�C _D
4. Design Wind Velocity__IG_O__mphAZ4_ASDIO_LRFD End Zone Width
5. Mean Roof Height 25 Roof Pitch: 0.5 :12 Parapet:—Ka—ft
6. Components& Cladding Design Pressures Used: (PSF, based on 10sqft @ 15'MRH, clearly label on all plan openi . gs):
16.0 16.0 j(9.0 157.1 et7. I
Zone l.-L33,IL—Zone 2.4,735 Zone 3: -q AJ one 4-40,�S—Zone 5-.-4q,-'7
7. Design Loads: Flcorx�k—PSF Roof/Dead: PSF Roof/Live: 24 Balcony: UA PSF
Dock -RA—P SF Deck:4A-- PSF Stairs:-WA---PSF Fence.-WA—PSF Rallings:4A--PSF
8. Were Shear Walls Considered For Structure-1-A-Yes —Not Applicable Explain W W ot:
9. Is A Continuous Load Path Proviclecl-'-�-N-Yes Not Applicable Explain Wh�e.
1-0
10. Design Soil Bearing Pressure: 250A PSF Soil Test Reports Submitted? Yes_., V
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
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I certify that, to the best of my knowledge and belief, the attached plans & specific?tllip� E
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comply with the applicable structural portions of the building codes currently ad Vned' tce
10'
County. I also certify that structural elements depicted on these plans Pesistanc o the des
provide a
fo s specified:
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Print Name Cert # & Co. Cert Auth.
—.1 �Wov 0 6 2019 -Paid WrLix 1hy -
Date, and Seal
Igm 5W C)i
Company Name & Address
Revised 12/07/2018