The URL can be used to link to this page

Home My WebLink AboutCERTIFICATION FOR DESIGN LOAD COMPLIANCEF O LE COPY RECEIVED jUN_151015 f _ ' Planning & Development Services Department o Building & Code Regulations Division --- 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 SCANNt, BY Certification for Design Load Compliance St. Lurie ^ Project Address: �/7 �"'� n Permit 4:. �-SQ2 - �(/ Occupancy Type: / / Construction Type' !3 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 thatno exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the k above for questions. DESIGN PARAMETERS AND. ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida i Code 2010 Edition with 20_1-415upplements using ASCE 7-10 2. Structure Designed as (check o ): _Enclosed _Partially Enclosed XOpen 3. Risk Category: it II _III _ IV Exposure Category: B _C X—D 4. Design Wind Velocity �6rJ mph 'y_ASD _LRFD�% nd Zone Width: ��ft 5.. Mean Roof Height �9 ft Roof Pitch: /(/ 12 Parapet ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 1S'MRH, clearly label on all plan openings): tg5f Zone 1: Zone 2: Zone 3: Zone 4: Zone Aarage: 7. Design Loads: Floor: _PSF Roof/Dead: y�1PSF Roof/Live: �� Balrony:/v PSF Dock: PSF Deck: PSF Stairs: (yV PSF Fence: PSF Railings: ==5 8. Were She�a� Wall Considered/For Structure? _Yes Not Applicable Explain Why Not: 9.. Is A Continuous FoaI6.Path Provid fd?_Yes Not Applicable Explain Why Not: 10. Design Soil Bearing Preffsure: 2000 PSF Soil Test Reports Submitted? DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that 4�q ¢belb8?tf9F my knowledge and belief„the attached plans & specifications have been designed to compl`\kJu't tpl(cable s(cyctural portions of the building codes currently adopted and enforced by St. Lucie CouE.gC6rfal elements depicted on these plans Apr%oxide adequate resistance to the design for cified: .2 6 r� r / /�,�d��r /, �, .�.�_?zJt . _. Print Name[/ ,,/ `Cert k & Co. Cert RA /` -7 //�"/// n /� /c/� ii na (epH � rd•9i'aL��'1 `�` & /S, O.n 4S0' �J`" ':'��'�`A( 1 7 INALtty��` Company Name & Address 11111%3L96� Revised 07/25/2014 Planning & Development Services Department • Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 SCANNED _® BY Certification for Design Load Compliance St. Lucie Count\ Project Name: Sfng l d / J /i &r��f — / / p,?V C4 /01:— Project Address: Permit#: 157,, —OU J� OccupancyType: Construction Type: _ WWAOWI f 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 multifamily) o Residential Addition 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 1Sr.f,i n,9r�. Code 2010 Edition with 20 supplements using ASCE 7-10 2. Structure Designed as (check one): _Enclosed _Partially Enclosed •�/ Open 3. Risk Category: X—I _ll 11I _ IV Exposure Category: _B • X C D 4. Desigh Wind Velocity //o 0 mph _ASD LRFD End Zone Width: ft 5. Mean Roof Height ft Roof Pitch: i 11 :12 Parapet: eft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft. @ 15'MRH, clearly label on all plan openings): tsj-dy� Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: / arage: 7. Design Loads: Floor: AllA PSF Roof/Dead: �11A PSF Roof/Live: 2 Balcony: /I PSF Dock: -6A)_PSF Deck: dA—PSF Stairs: .44_PSF Fence: 2�t/A—PSF Railings: �PSF 8: Were Shear Walls Cpnsid^red For Stru�ture? Yes /�NotApplicable Explain Why Not: 9. Is A Contiguous LoaA Path PYvided?_Yes _&_NotApplicable Explain Why Not: 10. Design Soil Bearing Pressure: i�P5F Soil Test Reports Submi ted? -4— Yes I certify t`qt,% the 66Ybf/ly knowledge and belief, the attached plans & specifications have been designed to Couq�ty. CO 's vatutal r, foFce4�5. ie •'.��; Cigna rrllllllll\\'• Revised 07/25/2014 I portions of the building codes currently adopted and enforced by St. Lucie elements depicted on these plans provide adequate resistance to the design —1 Print Name Cert # & Co. Cert Auth. gtqL *56 r /-? l? c G , Company Name &Address 32 9� t u'C�lNTY R 1 D A Planning & Development Services Department Building & Code Regulations Division SCHIVNE� 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 -k Design Load Compliance Project Name: —/7.rROSCI91-1Z Project Address: (�25-1 L4(' (7 n Permit#: /� LQ,, —0U Occupancy Type: r 1-� ConstructionType: 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 (singleor multi -family) . o Residential Addition 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 IlrAt//lini/�_ Code 2010 Edition wi 20 Su plements using ASCE 7-10 2. Structure Designed as (check one): _Enclosed _Partially Enclosed �/ Open 3. Risk Category: I II 411 _ IV Exposure Category: _B /Y C _D 4. Design Wind Velocity /(a mph gSD LRF.D End Zone Width: ft 5. Mean Roof Height _ft Roof Pitch: � A1/ :12 Parapet: !11 ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): ts3-6y Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: / arage:,, PSF 7. Design Loads: Floor: _z%�PSF Roof/Dead: ��PSF Roof/Live:..2 0 Balcony: /✓ f Dock: NA_PSF Deck: &PSF StairSF Fence: PSF Railings - PSF 8. Were Shear Walls CPnsidered For StruAture? Yes /;� _NotApplicable Explain Why Not: 9. Is A Continuous LL9-)d Path PYovided? _Yes _Not Applicable Explain Why Not: l E\ aIN2F/% 10. Design Soil Bearing PressureiPSF Soil Test Reports SutimFixteB. es DESIGN PROFESSIONAL CERTIFICATION STATEMENT: N 17 . I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comp`X%wJA l ( 'd0p1j9able stru ural portions of the building codes currently adopted and enforced by St. Lucie Co�1n ., fy aC� tural elements depicted on these plans provide adequate resistance to the design forces ec aIC 2232C 26 N Print Name Cert # & Co. Cert Auth. w p �lds6Y//�- ACC ' 'r�?RJ�} ,and Seal. . ` !•S �5 7s .�.!'1G! i"y Jl! I��IGL? . l/ �/r?�i /,�/iif� ��, Company Name & Address ,/rGG Revised l