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HomeMy WebLinkAboutEntry Deck & Stairs Detailsc.er<trlcanon Tor UeAMn Load Comoliance 1. DESIGN CODE. Florida 9ZC'/ tPQuf?^-G.code 2017 Edition wl20 supplements using ASCE 7.10 2. Structure Design is: _ Enclosed._ Partially Enclosed Open Building 3. Risk Category: ,l 'r� 11 _III ___IV Exposure Category: _B C _D Adjustment coefficient 11 LL 4. Design Wind Velocity Af,mph _ASO _LRFD End Zone Width ift. 5. Mean Roof Height: PIA ft: Roof Pitch:. IA 12 Parapet _ft, ! B. Components & Cladding Design Pressure used: (PSF, based on Actuel sq. ft. Q 3p 'MRH (worst case) Zone 1:- N�A- Zone 2:- ���!' Zone T-R•. A -Zone 4:- SDI Zone 5:-4W Garage: 7. Design Loads: Floor: QA PSFRoof/Dead:t-1 pSF Roof/Live �APSF BelCony:/rJ //#PSF Dock:PSF Deck: pSF Stairs: sQ PSF Fence:_ pSF Ralling: 5�0 F¢F 8. Were Shear Walls Considered for Structure? �r_ Yes_NotApplicable Explain Why Not: 9.. Is a Continuous Load Path provided? K Yes _Not applicable Explain Why Not: 10. Minimum soil bearingpressure 2000 P.S.F. STRUCTURAL NOTES: 1. STRUCTURAL. LUMBR TO BE PRESSURE TREATED SOUTHERN YELLOW PINE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE. 2. ALL COMPONENT OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES OF THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE. 3. ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z- MAX COATING OR BETTER. 4. ALL FASTENERS SHALL BE HOT DIP GALVINIZED. r/, +Y-'A lrc"ii '-- LE-C-T' L' 1 G^ t Sara-crc� li P.T. 2-AT- Fir tt-ET5*-.50. j _ �' �b � G P�Tr 2Y�C�. �it�1�-�GF-GS Q Ki o.6a ' -' -' �`• �.,.. - � � . sir F- A.0 PeSf l F i 2 c t 01 .r M-IOi (c—z)4 Yz F A Lc.,-- 1SoLCS .9 SEGTt © t Fir, 2.1c(a tC:a 0 X-, 94 VT-A 1<10 I I 1 1 PtY', Zito ,, RyM 1p15� , �?�SrMYSoN t#G.AM Iok,TA. r1A,� t`/ZZDS Nuy28 5cae� 4- r14 K z se4 TITEaS H"-awe- t/� r'n ■ ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT LOUIS DICK ENTRY DECK/STAIR ST. LUCIE COUNTY, FLORIDA CLIENT ' CONSULTANTS a r t t 1`I � �C27 RE Ems, , "N CODE, C' 3t. M C5)6;c'5 1ZtSE�tj13C De KEY PLAN I 3-9 3=a ILE COPY SHEET TITLE / SHEET NUMBER F%c> 1z VC--/e-,-,N3 liz\— PROJECT NUMBER i2 y01! DATE 11, I3 I zo Z-0