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Home My WebLink AboutCERTIFICATION FOR DESIGN LOAD COMPLIANCEPlanning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FIL 34982 - (772) 46 Certification for Design Load Compliance D E 0 F. 0 V F. J U L 2 0 RECO ,53 Project Name: r r-A ProjedtAddress: Permit M occupancy Type: —Construction Type: T1_ 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: • New Residences (single ormulti-familyi SCANNED • Residential Addition BY do Any accessory structure requiring a building permit St. Lucie Counilk, 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 9 above for questJons. DESIGN PARAMETERE AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGNCODE: Florida J&JLDIfJ6 . Code 2010 Edition with 20 _1L Supplements using ASCE 7-10 2. Structure Designed as(chec one): —Enclosed —partially Enclosed _60pen 3. Risk Category: . :ategory: B /C D --ill —IV Exposure( 4 Design Wind Velocity mph 0 /LRFD End Zone Width: 5. Mean Roof Height Roof Pitch: � �1:12 Parapet: 6. Components & Cladding Desig Press res Used, (PSF, based on 10sq 15IMPH, clearly label an all plan openings): Zone 1,7::K Zone 2, zuone 3: one4:.] Z Zones, �,A- Garag4e,fl 7. Design Lo ds, F1 A- PSF Rool/D:adN, RooflUve::2�iOLBakony: PSF M.)PSF Deck:-LOD—PSF Stairs: _11V PSF Fence:-4A--PSF Railings:_IV PSF I 8. Were Shear Walls Considered For 9. IsACantipuous Load Path Explain Why Not: Why Not: 10. D - esign Soil Bearing Pressure' /SOD PSF Soji Test Reports Submitted? _- yes DESIGN PROFUSIONAL 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. Lude County. I also certify that structural elements depicted on these plans provide adequate resistance to the design ,V41h,� li.A. 0�, �klx —7c&O V I Print Name Cert # & Co. Cert Auth. iV, - �Sw L Company Name & Address Planning &Development ServAlces Departme Building & Code Regulations Division 23co virginla Avenue, Fort Pierce, FL 34982 - (772) Certification for Design Load Compliance [ECIEDVED nt JUL 2 0 RWD 460- _5 ProjectName: rN TMAJOU'SSUA IhA#'- "10 1100Q010 Arl -1-2 V projeciAddress: Permit #: job%/<, OccupancyType: Construction Type: TeALAffAL&j_ I INgrRUMONS FORMSE: • 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 folloyArtir. • New Residences (single or muld-faFfilly) • Residential Addition 0 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 die # above for questions. pESIGN PARAMETERS ANq AssuMvnQNS USEDi 1complete all that apply) 1. DESIGNCODE. Florida 5t(%LpjtA6 Code 2010 Edition with 20_LV Supplements using ASCE 7-10 2. Structure Designed as (check one): ___-.Xnclosed ___paMally Enclosed Zppen SCANNED 3. RiskCategory: _j _61 III —IV ExposureCategory. ___P 2-C __P St Lij By 4. Design Wind Velocity _10.2___Mph __MD / LRFD En d Zo n a V4 id t h: _�I_A_f t Cie Cour)ty C Wean Roof 11-taht 41A Roof Pitch: 14 /101- .12 Parapet _#ALA- —it 6. Components & cladding Design premnss Used. . (pSF, based on josqft @ 15'MRH, deariviabel on all Plan wnhW); Zonal. WlAr Zone 2: JIA- Zone 3�: — IJIA' Zone 4:_14-4 zone 5- d)A- GaragL- 41A 7. DesignLoads, Floor_h�k_PSF Roof/Dead._;h PSF Roof/Uve:__d�_rBaIconjr L_ —&—PSF Dock: A_PSF DedcjAL_PSF Stairs-. 100 PSF ce.-96—PSF Ral11ngs:.ZO_PSF - a. WemShearWallsODrtsideredForSUuctu.-I to _L_ tApplicable ExplaInWhyNot 9. is A Continuous Load Path Provided? __Jes jes NotApplicable ExplainWhyNot: 10. Design Soil Bearing Press�re: /37P p§F soil Test Reports submitted? _Lyes AS-1wn" 0'06w PW11 DESIGN PROFESSIC RCKTIONSTATEKEW: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to co!nply with the applicable structural portions of the building codes currently adopted and enforced by St. Lude Copunty. I also certify that structural elements depicted on these plans provide adequate resistance to the design I " - 7&o_S7-j Print Name Cert # & Co. Cert Auth. 1 2�,2,0 140D tmAf , V!, SUab'I.— company Nade &Address Planning &Development Services Department JUL 2 0 RTD Building & Code Regulations Division -155, 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772 461 Certification for Design Load Compliance Project Name- r RV TMA11MCS6106 - Ll ProjectAddress: 6,37S— -W &:�,/ �fi"JA J Permit #: 061/4 ccupancyTYpe:____.PDnMUCtiOnTYPe: T9"&M!0 I I INSMUMOUS FOR USEII • This certification must be completed, signed, and sealed by the design professional of record. • Subrrdt (2) copies for residential, (3) copies for commercial with all permit applications Involving the follovArr. o New Residences (single ormuld-family) Residential Addition jr Any accessary structure requiring a building permit o Any non-residentlal 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 p 'AgAMMMANQASSUMFM_QNS USED: (complete all that apply) SCA/vNieD i. Dmwcotle Florida 601-vl" Code 2010 Edition w 20L�� Supplements using ASCE7 I ith gf, 13'Y 2. structure Designed as (ch one): 6pen - LUCie __-Xnclosed Enclosed V I Dposure Category. B V"C --p Olinty 3. Risk Category' -J 2L-11 --Jll —IV — -ib, 4. Design Wind Velocity 190 mph _ASD V LRFD End Zone Width: — 5; Nfean Roof Height OTt-7 RWPitch: 41A-'�12 Parapet _b!Lt—ft 6. components & Cladding Design Pressures Used: (PSF, based on 10scft @ 15'MRH1, dearly label an all plan opeditilsk Zonal: IJ)k Zone2: 0 1A- Zone 3: 41A- Z=4._�(A- Zone : XA- (3arage* r PSF of/Uve: Balcony. Ar PSF 7. Design Loads: Floo -±qA- PSF Roof/Dead: �JA Ftoof/Uve: -.t!L— Docla -��Psr RalUrigr _LI2_PSF -�JL-PSF Deck._LDrO_PSF stairm-LO-01'sF Fence: a. Were Shear Walls Considered For Structure? Yes —'/Not Applicable ExplainWhyNot: ohrr is sow -if V6 e- 9. Is A Continuous Load Path Provided? __yes Not ARplicable Explain Why Not: 10. Design Soil Bearing Soil Test Reports Submitted? r$& Z-';7 - -;nd belief, the attached plans &spedfications have been designed to t-, a 'bt of Zy=eZe comply with the applicable structural Portions Of the building codes currently adopted and enforced by St. Lucia Co . unty. I also certify that structural elements depicted an these plans provide adequate resistance to the design g2e" 05 1 Print Name Cert # & Co. Cart Auth. v6k" A -D A4 6- 0 -1 AMA 0 �ompany NaAe &Address Planning & Development services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load CoMpliance Project Name: Permit #: 1�116 -699& Occupancy Type: Construction Type: _fe"� INSTRUCTIONS FOR USE. • This certification must be completed, signed, and seated by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit apP Ica 0 . Iving the following: • New Residences (single or multil-family) 'SCANNEEL) BY • Residential Addition - LUde CoUntv 46 Any accessory structure requiring a building permit o Any non-residential structure. erior structural elements are affected and • Note: Form not required for intedor renovations provided that no ext certain minor building permits at the discretion of the local building official. Contact the It above for questions. DESIGN PARAMETERS AND ASSUIVILTIONS USED! (complete all that apply) 1. DESIGNCODE: Florida P"Ol" Code 2010 Edition with 20_12=_Supplements using ASCE 7-10 2. Structure Designed as (check one): —Enclosed —Partially Enclosed _6pen B /C D 3. fflskCaltegq�ry: —1 _!61 ---jll—lv Exposure Category: 4. Design Wind Velocity 'Iso mph _ASD _ZLRFD End7oneW!dth: 01* it 5. Mean Roof Height __J_W ft RoofPitch: �JA- -.12 Parapet: =dA- ft 6. Components & Cladding Design Pressures Used: (psF, based on Josqft 0 1VMRH, clearly label on all plan openings): JIA- Zone5:__�LA_ Garage: dIA- Zonel: dbe- Zone2: dJA- Zone3* J [A- Zone4: JV(0- 7. DesignLoads, Floor:_41A- PSF Roof/Dead: JIA— PSF Roof/UveAA- Balcony: A PSF Deck:LOO PSF Stairs- 00 PSF Fence: Dock. A -&—PSF Railings: _I�PSF 8. W r ShearWallsConsidereQl re? Yes v1 Not Applicable &plain Why Not: I SD F-sZkki- is 9. Is A Continuous Load Path Provided? Yes vNotApplicable ExplainWhyNot: tPOPM 10. Design Soil Bearing pressure- IfO PSF spil Test Reports Submitted? _K-Yl DESIGN PROFESSIONAL CERTIFICATION STATEMENTt 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 rn . intv. I alsocertlfv that structural elements depicted an these plans provide adequate resistance to the design fokq 51gfieaj .. 14. �tp % "I RES"" J"S-1 -1v ....... 0. Print Name Cert # & Co. Cent Auth. No 36051 Z IZ2,0 6'. 4,%vAKvP.At4 AW. *900 _r�Lk_o, sn 0 2. gnature Dat e asVea ,,P.% SfATE � company Narlua & Address 0 o. 70 AN .. * fe. .00 -�- Z '�*L&rVka MA&aWV3/15/12 (JS)