HomeMy WebLinkAboutCERTIFICATION - DESIGN LOAD COMPLIANCE/8rL - o sW
Planning & Development Services DRe t E COPY
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
Certification for Design Load Compliance
Project Name:
Permit#: Occupancy Type: Construction
SCANNED
St Lucie Coun
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INSTRUCrIONS 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 2017 Building Code Fifth Edition with 20 N/A Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed _Partially Enclosed _Open
3. Risk Category: _I X II _III _ IV Exposure Category: _B X C _D
4. Design Wind Velocity 160 mph X ASD _LRFD End Zone Width: 6 ' ft
S. Mean Roof Height 19 ft Roof Pitch: 6 :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF based on losgft @ MRH, clearly�ab I on all plan open l
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Zone 1: — 7J. A Zone 2: —55,3 Zone 3: — V/, �- Zone 4: — 9jz. 6 Zone 5: --Y6.5 Garage: — 29r,
7. Design Loads: Floor: 100 PSF Roof/Dead: 12 PSF Roof/Live: 30 Balcony: NIA 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? Yes _2( NotAppliceble Explain Why Not:
'}SORT1 a&J -70 , 0'1
9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2500 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 enforced by St. Lucie
County. I also certify that structural elements depicted on these plans provide adequate resistance to the design
forces s I ledr
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Print Name Cert # & Co. Cert Auth.
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Sig ure, Date; and S I 14 3 Y sul "Ld aW s
Company Name & Address
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Project Name: _
Project Address:
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Planning & Development Services DepartmentContract®r Co
py
Building & Code Regulations Division JAN 16 2019
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
Certification for Design Load Compliance
Permit Occupancy Type: Construction Type:
• 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) SG°'gnl
o Residential Addition a NFL
o Any accessory structure requiring a building permit St 1"Cie r
C o Any non-residential structure. OVnI1k
• 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 2017 Building Code Fifth Edition with 20 N/A Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed _Partially Enclosed _Open
3. Risk Category: _I X II _III _ IV Exposure Category: _B X C _D
4. Design Wind Velocity ts0 r1 mph X ASD _LRFD End Zone Width:6 ft
S. Mean Roof Height / D ft Roof Pitch: 6 :12 Parapet: N/A ft
6. Components & Gadding Design Pressures Used: (PSF, based an 10sgft @ 15'MRH, dearly label on all plan openingsL:
.tZO.0 4-W.0 4-oo.0 t3Y. t3y.'� I-2-Y,7
Zone 1:=31. Q Zone 2: —5313 Zone 3: — 2?1, J- Zone 4:—,77.6 Zone 5: ^yG • Garage: ^ 271
7. Design Loads: Floor: 100 PSF Roof/Dead: 12 PSF Roof/Live: 30 Balcony: RA 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? Yes „}Not Applicable Explain Why Not:
h50&,-T_ M_'r-70 - q.7
9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2500 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 enforced by St. Lucie
County. I also certify That structural elements depicted on these plans provide adequate resistance to the design
forces spec'
OoA)AI-a T AJOAZZ& SZ aY bo
Print Name Cert # & CO. Cen Auth.
s re, Date; and se . _1.163`1 .9'0 12.0W6W4- s .
2 iJ �9 Company
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Revised 07/25/2014