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HomeMy WebLinkAboutCertification for Design Load ComplianceCertification for Design Load Compliance Project Name: C-'C,_.. ' a �''IAA ns^�' ProjectAddress: . L a Permit #:. Occupancy Type: Construction Type: INSTRUCTIONS FQR USE • This terdfication must be completed, signed, and seated by the design professional of record. • Submit(2) copies for residential, (3) copies for commercialwMth all permit applications. Involving the following. o New Residences (singleormulti-family) o Residential Addition Any accessory structure requiring a building permit' oAny.non-residential structure. i . 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 focal building official. Contact the #"above for questions. Q{ FSiGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Code 2010 Edition with 20 Supplements using ASCE 7-10 2, Structure 0esigntd as,(check one): -_Enclosed , _ -f xrtlally Enclosed 3XOPen 3. Risk Catejory: _f i1 III' _ ru Exposure Category: ,-,_B —KC o 1 fi0 4. Design Wind Velocity (70 mph ASd 'LRFD' End Zone Width: ft a ray ; P)IXJ V e 1 S. Mean Roof Height ! dr tl tt Roof Pitci+:'6.72 Parapet: N6 it [.� 6. Components & Cladding Design Pressures Used: (PSF,based On 10sgft go 1SM11RH, clearly label on all plan openi ngs): A T Zone is 'd N Zone 2: 37'V Zone 3: � ' Zone a: —bYj? Zone S: Garage: l� � d w � � 4 r 7. Design toads: Floor. %O PSF Roof/,Dead:1Q_PSF RoofAive:_.$._Q.8alcony: PSF 1rg&r VfAi7 �✓� Dock.,.MA PSF Deck: rib PSF -Stirs: ysir Fence: V_PSF Railings: PSF 8. Were Shear Watts Considered For Structure? _yes Not Applicable Explain Why Not:'pt� M P9W tUArA l; v I SrRve:rvftL -- 7'' 9i� vtsS Kirov Q. IsAContinuous Load, Path Provided? ! Yes __NgtApplicable Euplain,WhyNot: 10. Design Soil Bearing.Pressure: 3 S J uSF Soil Test Reports Submitted? Yes 1]ESIGN PROFESSIONAL KERT1FICATION STATEMENT: i certify that, to the bestof my knowledge and belief, the attached plans & specifications have been designed to compiy 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 speciReq:� k t i a i d t f f l i/ ' PA�� p� - ^ r,Print Name Cert # & Co. Cert Auth• try. ;rr rv� �r.-,A✓a ZKIMA 75 Signrft'i Date a Seal fio. Company Name &Address st Ili( orin # 620,aevisaa.3/15/42 usj rf�0 rw ©.G77 7P1OAdC75 'owN Root Stop® is tD to 16 2 ,1W1:RS- Part 2: Wind Loads - Roof Exposure C .0 AIU7EK Engineering, LLC 421 S. Federal Highway - Dania Beach. FL 33004 IVIV. Fno - nVV4 V =160-200 mph h = 1540 ft. M - Part 2 h 5160 ft. ress'ures - Roof. Application of Roof Pressures Notes to Roof Pressure Table 27.6-2: - I . From table for Exposure C, V, h and roof, slope, determine roof pressure R, for each roof zone shown in the figures for the applicable roof form. For other exposures B or D. multiply pressures from table by appropriate exposure adjustment factor as determined from figure below. 2. Where two load cases are shown, both load cases shall be investigated. Load case 2 is required to investigate maximum overturning on the building fr8m roofpressilres shown. 3. Apply along -wind net wall pressures to the projected area of the building walls in the direction of the wind and apply exterior side wall pressures to the projected area of the building walls normal to the direction of the wind acting outward, simultaneously with the roof pressures from Table 27.6-2. 4. Where a Value of zero is shown in the tables for the flat roof case, it is provided for the purpose of interpolation, 5. Interpolation between V. h and roof slopeis permitted. Roof Pressures- MWFRS Exposure Adjustment Factor ISO _ 140 _... _. .--.. i 130 r .. UO '. 110 _ . E)iposure 6 t ,. tOD - - 9D - s c 80 t y 70-- 60 .. so_.... 40 20 (Exposure Adjustment Factor h (ft.) Exp B V Exp D 160 0.809 14113- 150 0.805 1.116 140 0.601 1 A 18 130 0.796 1.121 120 0.792 1.125 110 0.786 1.128 100 0.781 1.132 90 0.775 1.'137 80 0.768 1.141. 70 0.760 1.147 60 0,751 1.154 50 0.741 1.161 40 0.729 1.171 11 30 0.713 '1.183 20 0.692. _1.201 15 0,677 v 1.214 0.65 WO 0.75 0.80 0:85 ' 0.90 0.95 1.OD IDS 1.10 1.15 120 125 Exposure Adjustment Factor Minimum Design Loads for Buildings and Other Structures 225 a