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Home My WebLink AboutCertification for Design Load Compliance RECEIVED A PR 2 7:0,;7 • Planning& Development Services Department ® Building&Code Regulations Division 2300 Virginia Avenue,Fort Pierce, FL 34982—(772)462-1553 Certification for Design Loa Compliance Project Name: Project Address: V>P).lL, J —�ZZ 1 —000 L UVO �_._��.�Z 7 �✓�yf}� Permit#: Occupancy Type: if Construction Type: U 8 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) c Residential Addition o Any accessory structure requiring a building permit y'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 a2c-- -Code Fifth Edition with 20*Supplements using ASCE 7-10 2. Structure Designed as(check one): _Enclosed Partially Enclosed Open 3. Risk Category: _I 1/'II ._III _IV Exposure Category: _j/B —C _D 4. Design Wind Velocity mph --%,,/ASD _LRFD End Zone Width: r r✓ ft 5. Mean Roof Height 1 ft Roof Pitch: -12 Parapet:-5 ft � 6. Components&Cladding Design Pressures Used:(PSF,based on 10sgft @ 15'MRH,clearly label on all plan openings): Zone 1: -9 y Zone 2: 55d Zone 3: !W Zone 4: 50 Zone 5: :50 Garage: 7. Design Loads: Floor: AJ PSF Roof/Dead: 5�� Z-S PSF Roof/Live: Balcony: � Dock: ��1 PSF Deck: V,&SF Stairs: PSF Fence: PSF Railings: SF 8. Were Shear Walls Considered For Structure? Yes Not Applicable Explain Why Not. 9. Is A Continuous Load Path Provided?_Yes _Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: ISVO 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 CountyL GIso certi hat structural elements depicted on these plans provide adequate resistance to the design F fo,rc�s specfie d � y 41 h} 9� ''v✓� S'4yT� - 1 Print Name Cert#&(/Co. Cert Auth. G ,�. 5 natnti e�Da e,an Seal, V loci t f " Company, ame&Address V = Planning& Development Services Department ® Building&Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982—(772)462-1553 Certification for Design Loa Compliance Project Name:_ '' o Project Address: t�P >P�IL_ 22 •T 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) c Residential Addition c Any accessory structure requiring a building permit /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 _ Code Fifth Edition with 20-L�Supplements using ASCE 7-10 2. Structure Designed as(check one): _Enclosed Partially Enclosed _Open 3. Risk Category: _I f II III _IV Exposure Category: �C _D 4. Design Wind Velocity mph __3j/ASD _LRFD End Zone Width: 5. Mean Roof Height ft Roof Pitch: :12 Parapet:1�rft� 7 6. Components&Cladding Design Pressures Used:(PSF,based on 10sgft @ 15'MRH,clearly label on all plan openings): Zone 1:90 Zone 2: .50 Zone 3: 50 Zone 4: 50 Zone 5: sd Garage: 4116 7. Design Loads: Floor: AJ 7 PSF Roof/Dead: 5^S ZS PSF Roof/Live: Balcony: N Dock: N _PSF Deck:_Y4PSF Stairs: PSF Fence: PSF Railings: SF 8. Were Shear Walls Considered For Structure? Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided?_Yes _Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 75VO PSF Soil Test Reports Submitted? Yes DESIGN PRQFESSIONAL CERTIFICATION STATEMENT: I certify that;.to the best of my knowledge and belief,the attached plans &specifications have been designed to comp fy'vuith the applicable=structural portions of the building codes currently adopted and enforced by St. Lucie E County ?'also certi ' hat structural elements depicted on these plans provide adequate resistance to the design � '� Ej;1 #orces sp�Clfl@�^,y ' ;�„� r• G � � 2"O 3 c7 Print Name Cert#&Co.Cert Auth. S pa Company dame&Address cv Rev sd'd 07,/25/ZU19 = Planning& Development Services Department kill Building&Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982—(772)462-1553 �+ Certification for Design Load Compliance Project Name: ` P� /✓��l_J ��L✓ /z— Project Address: VAILCO LL- ))D ✓22 ^ (I —(goo 0 Co—- — C4-A'P � Permit#: 000 — 0(O G S Occupancy Type: V 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) c Residential Addition 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 �� Code Fifth Edition with 20—Y--Supplements using ASCE 7-10 2. Structure Designed as(check one): _Enclosed 'Partially Enclosed =Open 3: Risk Category: _I ✓ _III —IV Exposure Category: B _C _D 4. Design Wind Velocity Q mph _ASD _LRFD End Zone Width:,�_ft 5. Mean Roof Height t ft Roof Pitch: 5L- :12 Parapet: ��ft 6. Components&Cladding Design Pressures Used:(PSF,based on 10sgft @ 15'MRH,clearly label on all plan openings): Zone 1: q3,q Zone 2: 56-GS Zone 3:5 0 Zone 4: aj��'� Zone 5: Garage: J 7. Design Loads: Floor: PSF Roof/Dead:�5 2 PSF Roof/Live: 5JI&O Balcony: W PSF Dock: h/0-- PSF Deck: IM PSF Stairs: 'L�!— PSF Fence: hf(3 PSF Railings: NT PSF 8. Were Shear Walls Considered For Structure? 'des Not Applicable Explain Why Not: 9: Is A Continuous Load Path Provided?✓es Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 25(10 PSF Soil Test Reports Submitted? ✓Yes v 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 t a15Qeftrf that structural elements depicted on these plans provide adequate resistance to the design r w a k Print Name Cert#&Co.Cert Auth. S-5 5 no-n/lw,--> �Ly y !p rtaturc�,�Date and Seal; U�1 �N�v"y ( G ( L /d 00 -�v.. F ti Company Name&Address Revi ec),07/2 {204 �� n