HomeMy WebLinkAboutCertification For Design Load Compliance_J4-7 2ZoI —
RU�Planning & Development Services Department
c c:� Building & code Regulations Division
2300 Virginia Ave, Fort Pierce, FL 34982
V - ®._ _. ' -. a • -.... (772)-462-1577
Certification for Design Load Compliance
7th Edition
Project Name: McGrath Residence
Project Address: 18706 Mach One Dr., Fort Pierce, FL 34987
Permit#: Occupancy Type: II Construction Type:V-B
INSTRUCTIONS FOR USE:
• This certification must be completed, signed, and sealed by the design professional of record.
• If submitting hard copy, submit (2) copies with all pertinent information. St Lucie Fire District requires a digitally
signed electronic version.
• If submitting electronically, form should be uploaded into Bluebeam. Separate submission to Fire is still required
• All digital files must be in an unlocked Portable Document Format (PDF) version
* 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 plan reviewer. Contact the # above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida Building Code 7th Edition using ASCE 7-16
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 mph 124 ASD 160 LRFD End Zone Width: 7 ft
5. Mean Roof Height 21 ft Roof Pitch: 1 :12 Parapet: n/a ft
6. Components & Cladding Design Pressures Used: See Metal Building Plans
Zone 4: +31 -34 Zone 5: +31 -40 Garage: +31 -40
6a. Roofs
Maximum +/- pressures: + +14.2 psf. - 100.2 psf. Or define individual zones on the plans
7. Design Loads: Floor:150 PSF Roof-Dead:1 PSF Roof-Live:20 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 Please Explain:
The metal building manufacturer engineer is responsible for the building
9. Is a Continuous Load Path Provided? Yes Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 1800 PSF Soil Test Reports Submitted? Yes No Assumed
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I Frityf,that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
rJ�cd Il�t�e applicable structural portions of the current Florida Building Code as adopted.
��'•'cENSF',''A Terence Schlitt, PE 81238 CA# 32295
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No �2Styre, ba*,�dSea l Print Name Cert # & Co. CertofAuthorization
* W TE Schlitt Engineering
STATE OF 1555 Indian River Blvd B-145 Vero Beach, FL 32960
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