HomeMy WebLinkAboutAPPROVED Lot 33 Tf Window loads Calc 9.23.2021Digitally signed by
Kervin Ventura
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L�. .�. , Planning & Development Services Department o=UNISON
Building & Code Regulations Division STRUCTURAL
�_/_�y� DESIGN LLC,
2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 4E]]��''�1 l
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Certification for Design Load Compliance ra 43800011 EA1,
7th Edition cn=Kervin Ventura
Date: 2021.08.30
Project Name:
S OS no WSKC Qe-gt Jew-e 11:04:28-04'00'
Project Address:Mn X)vnstd•c irija . Forf Rcrc.c r FL 3 `fgyg
Permit #: Occupancy Type:JZ 3ConstructionType: 1% Q
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 o ZD Code 7th Edition using ASCE 7-16
2. Structure Designed as (check one): Enclosed Partially Enclosed Open
3. Risk Category: 1 1✓11 III IV Exposure Category: B C VS4. Design Wind Velocity 1:? 0 mph_IL/ASD LRFD End Zone Width: $ • —Ift
5. Mean Roof Height 13 ft Roof Pitch: S :12 Parapet: MIA ft
6. Components & Cladding Design Pressures Used: f
-F4
5•OV ♦4S•A ♦ 0 _ SCE $�'ruGc• �tG+1 $
Zone 4: y9• Zone 5: GI'y Garage: 4}•�
6a. Roofs
Maximum +/- pressures: + 34*?. psf - S14 psf Or define individual zones on the plans
7. Design Loads: Floor: 3!110 PSF Roof -Dead: 25 PSF Roof -Live: 30 Balcony+/- 30%e PSF SeC S{f v
Dock: PSF Deck: PSF Stairs: PSF Fence: PSF Railings: PSF RkA SS'0
8. Were Shear Walls Considered For Structure? Yes ✓ Not Applicable Pleqse Explain:
9. Is a Continuous Load Path Provided? ✓ Yes Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? es No 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 witNOA ,4Rpljy]u�
��!!ftqctural portions of the current Florida Building Code as adopted.
Sign;3Lj*qDate, andS'eal
��:� STATE OF
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Revised 14 R 10.•'��`��
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-Print Name Cert # & Co. CertofAuthorization
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Company Name & Address
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