HomeMy WebLinkAboutCertification for Design Load Compliancef ..
4LL, Planning & Development Services Department
Building &Code Regulations Division
'> 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 4624577
Certification for Design Load Compliance
71h Edition
Project Name: 141J691r Ll I,, L 117fe 7�iG�
Project Address: 19 2 � L `/ N V. P?-1 L
Permit#: Occupancy Type: 42i�J F'A114 Construction Type:
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 2 6 V7 Code 7th Edition using ASCE 7-16
2. Structure Designed as (check one): . Enclosed Partially Enclosed Open
3. Risk Category: I II III IV Exposure Category:y1`0 .B C D
4. Design Wind Velocity -7 O mph ASD LRFD End Zone Width: 4-0 ft
5. Mean Roof Height 10 ft Roof Pitch: <a :12 Parapet: N! ft
6. Components & Cladding Design Pressures Used:
Zone 4: Zone 5: Garage: s2AM. C
6a. Roofs TOY'
t l- t'eI� L L _ - `5 l -t•oY GI o>` � D L - ZD P 67 13 (� Gt+O=� 12 L -1 D PS F
Maximum +/- pressures: + psf - psf Or define individual zones on the plans
7. 'Design Loads: Floor: N N PSF Roof -Dead: 'Z°y PSF Roof -Live: 2- a Balcony+/- tJ/A PSF
Dock: WA PSF Deck: MAN PSF Stairs: Olk PSF Fence: N ! �— PSF Railings: N)/' PSF
8. Were Shear Walls Considered For Structure? Yes Vo Not Applicable Please Explain:
9. Is a Continuous Load Path Provided? Yes Not Applicable Explain Why Not:
10, Design Soil Bearing Pressure: 2 5 O D PSF Soil Test Reports Submitted? Yes Co Assumed
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 current Florida Building Code as adopted.
Ao-`i3206'
Signature, Date, andSeal Print hame Cert # & Co. Cert ofAuthorization
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