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Home My WebLink AboutCERTIFICATION FOR DESIGN LOAD COMPLIANCE0 J € = Planning & Development Services Department RECEIVED • Building & Code Regulations Division ---- 2300 Virginia Avenue, Fort Pierce, FL 34982— (772) 462 1553 JUL 2 5 2018 Certification for Design Load Compliance ST. heals C04nty, Ptrmltting Project Name: BURGER KING 4575 CLEARANCE BAR #2 , Project Address: U.S. Hwy 1 & S.E. Leninard Road - Port St. Lucie, FL 34952 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 applicati"ft& following: o New Residences (single or multi -family) BY o Residential Addition St. Lucie County 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 Building Code Sixth Edition with 20 17 Supplements using ASCE 7-10 2. Structure Designed as (check one): _Enclosed _Partially Enclosed _Open 3. Risk Category: X I X II _III _ IV Exposure Category: _B X C _D 4. Design Wind Velocity "°`""'9"°°"""" mph X ASD LRFD End Zone Width: N/A ft 5. Mean Roof Height 30 ft Roof Pitch: N/A :12 Parapet: 30 ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: Zone 2: Zone 3: Zone 4: +36.1 Zone 5: +46.0 Garage: 7. Design Loads: Floor: PSF Roof/Dead: PSF Roof/Live: Balcony: PSF Dock: PSF Deck: PSF Stairs: PSF Fence: PSF Railings: PSF 8. Were Shear Walls Considered For Structure? _Yes X Not Applicable Explain Why Not: SIGNAGE ONLY 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? NO Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify thjt,,SoR1t 'best,yf my knowledge and belief, the attached plans & specifications have been designed to b complY�Alj'�11 . p f& ; ctural portions of the building codes currently adopted and enforced by St. Lucie CouA� afgg*'Y; NN st{uE'1y_ral elements depicted on these plans provide adequate resistance to the design 67382 CHRISTIAN LANGLEY PE 67382 / CA 31142 *Digitally sjgQ by Ri Print Name Cert # & Co. Cent Auth. EASY SEALS ENGINEERING, LLC (dba EASY SEALS) 1200 N FEDERAL HWY, #200 - BOCA RATON, FL 33432 1111' Company Name & Address Revised 07/25/2014 000. Planning & Development Services Department Building & Code Regulations DivisionE553 I -- -- 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-ggCertification for DesiCLEARANCEBARLoad #2nCe Project Name: BURGER KING.575 Project Address: U.S. Hwy 1 & S.E. Leninard Road - Port St. Lucie, FL 34952 Permit#: 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 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 If above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Building Code Sixth Edition with 20 17 Supplements using ASCE 7-10 2. Structure Designed as (check one): _Enclosed _Partially Enclosed _Open 3. Risk Category: X I x II _III _ IV Exposure Category: _B X C _D 4. Design Wind Velocity mph X ASO _LRFD End Zone Width: N/A ft 5. Mean Roof Height 30 ft Roof Pitch: N/A :12 Parapet: 30 ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: 1 Zone 2: Zone 3: Zone 4: +36.1 Zone 5: +46.0 Garage: 7. Design Loads: Floor: PSF Roof/Dead: PSF Roof/Live: Balcony: PSF Dock: PSF Deck: PSE Stairs: PSF Fence: PSF Railings: pSF 8. Were Shear Walls Considered For Structure? _Yes x Not Applicable Explain Why Not: SIGNAGE ONLY 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? NO Yes DESIGN PROFESSIONAL CERTIFICATION. STATEMENT: I certify that,,Solt 'bbsE,pf my knowledge and belief, the attached plans & specifications have been designed to complYjvJt A NI p " uctural portions of the building codes currently adopted and enforced by St. Lucie Cou1rjt,r;$xral elements depicted on these plans provide adequate resistance to the design 67382 = CHRISTIAN LANGLEY by Print Name PE 67382 / CA 31142 Cert # & Co. Cert Auth. EASY SEALS ENGINEERING, LLC (dba EASY SEALS) 1200 N FEDERAL HWY, #200 - BOCA RATON, FL 33432 Company Name & Address Revised 07/25/2014 - Planning & Development Services Department `-%-c1 VtD Building & Code Regulations Division JUL 2 6 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1 53 2018 ST• Lucie Counn, e___ Certification for Design Load Compliance Project Name: BURGER KING#575 CLEARANCE BAR#2 - Project Address: U.S. Hwy 1 & S.E. Leninard Road - Port St. Lucie, FL 34952 Permit#: Occupancy Type: Construction 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 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 Building Code Sixth Edition with 20 17 Supplements using ASCE 7-10 2. Structure Designed as (check one): _Enclosed _Partially Enclosed _Open 3. Risk Category: X I x II _III _ IV Exposure Category: _B X C _D 4. Design Wind Velocity 19"•""'®"�"" mph X ASO _LRFD End Zone Width: N/A ft S. Mean Roof Height 30 ft Roof Pitch: N/A :12 Parapet: 30 fit 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: Zone 2: Zone 3: Zone 4: +36.1 Zone 5: +46.0 Garage: 7. Design Loads: Floor: PSF Roof/Dead: PSF Roof/Live: Balcony: PSF Dock: PSF Deck: PSF Stairs: PSF Fence: PSF Railings: PSF 8. Were Shear Walls Considered For Structure? Yes x Not Applicable Explain Why Not: SIGNAGE ONLY 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? NO Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify thaj,,Sost 'bbst#pf my knowledge and belief, the attached plans & specifications have been designed to comply�.AYJ�t}A • pti;�,.q'��g.,yictural portions of the building codes currently adopted and enforced by St. Lucie Cour�.•• r alsQ�R�(a1'stj'�cFaral elements depicted on these plans provide adequate resistance to the design Mfifg. 67382 CHRISTIAN LANGLEY � c - - by Revised 07/25/2014 Print Name EASY SEALS ENGINEERING, LLC PE 67382 / CA 31142 Cert # & Co. Cert Auth. EASY SEALS) 1200 N FEDERAL HWY, #200 - BOCA RATON, FL 33432 Company Name & Address