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HomeMy WebLinkAboutCERTIFICATION FOR DESIGN LOAD COMPLIANCEPlanning& Development Services De_,. ,inent Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982— (772) 46 JAN 31 2019 ST. Lucie County, Certification for Design Load Compliance ��,L ci >/ Project Name: Project Address: Permit #: I % U lb " V I K Occupancy Type:Construction Type: 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: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit SCANNED BY o Any non-residential structure. St. Lucie COUntr • Note: Form not required for interior renovations provided that no exterior structural elements are a ected 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) ,f� r 1. DESIGN CODE: Florida f f ode Si Edition with 20 Supplements using ASCE 7-10 2. Structure Designed as (check one):Enclosed _Partially Enclosed _Open 3. Risk Category:_I/K II _lll_IV Exposure Category: B�_C _D 4. Design Wind Velocity_-ZAif mph�c ASD LRFD End Zone Width: -3 ft S. Mean Roof Height [� ft Roof Pitch:-7:12 Parapet:_�r—ft 6. Components & Cladding DesignPressuresUsed: (PSF, based on 10sggft @ 15'MRH, clearly label on all plan openings): Zone Zone 2: /.(o Zone 3: _7v. Zone 4: �3�Zone 5: qri. L Garage: 7. Design Loa s: Floor: �D SF Roof/Dead: Z PSF Roof/Live:10 Balcony: PSF Dock: PSF Deck:Fl PSF Stairs.W4—PSF Fence:PSF Railings:—dzm—PSF 8. Were Shear Walls Considered For Structure?_?Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided?_2�_Yes_Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure:lea'T)_PSF Soil Test Reports Submitted? Yes 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 asp tbF4ifI ItWdt/ gctural elements depicted on these plans provide adequate resistance to the design forcesspetifR•..• BECy i� �P.•���eNSE '••.Tp� � a..13 �%lOL �-� �Gr� ���.S3g zz r z� No 8 �* : Print Name Cert # & Co. Cert Auth. Signa£ty�*Aeab -'/-O .,Company Name&Address ';SIONAL \0 Revised 12/696fa I I I I I I t Sv\ F-L • 16! a�� RECEIVED �, J c Planning & Development Services Department • Building & Code Regulations Division NOV 16 2018 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1 53 Certification for Design Load Compliance ST. Lucie County, Permitting Project Name: 1st & 10 Project Address: 1915 N. Old Dixie Hwy., Ft. Pierce 34946 Permit #: Occupancy Type: S-1 Construction Type:11-B 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: o New Residences (single or multi -family) o Residential Addition SCANNED o Any accessory structure requiring a building permit BY o Any non-residential structure. St. Lucie County • 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 Code Sixth Edition with 20Supplements 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: 26 ft S. Mean Roof Height 16 ft Roof Pitch: 3 :12 Parapet: 0 ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: *11.71-25.8 Zone 2: +14.3ia9.1 Zone 3: '22.01.48.4 Zone 4:'25.41-22.e Zone 5: +23.8/-20.1 Garage: 7. Design Loads: Floor: 10 PSF Roof/Dead: 10 PSF Roof/Live: 20 Balcony: PSF Dock: PSF Deck: _PSF Stairs: PSF Fence: PSF Railings: PSF 8. Were Shear Walls Considered For Structure? x Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not 10. Design Soil Bearing Pressure: 2000 PSF Soil Test Reports Submitted? _Yes 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 specified: Signature, Date, and Seal Revised 07/25/2014 Matthew T. Baldwin Print Name FL PE #64608 Cent # & Co. Cent Auth. t: •1 -'•-• D�..- P•C� ti • • . • • • - 'ice-,l .7„-� + b� [ a