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HomeMy WebLinkAboutsavanello revised dock5 ECTt0 t,� K i2 �AC� aF Ptuti� 90P t- FrLIr� Co V-rpl_ t- I /- > P- o t-1 •PoC-k. P E L t IJ Ca 'T Zx I -?- IZYot-T' ��01�2. srfn(5 STEL rL ax'• t ..J L1/64) s/e �e TFFea _ L'(ZT y vo(- I?fT I i I -3 IL wl (A) Sego mot r5 'f"e ) K 1 /7TEGL1 ��uT�ae� c'�t�•� TReu iLo w.J f,v; zr-e aasTS. @_tto o'er —/ 5lrycPSD� n-vr" ' tfa r�.r/1�}-tod rr n.e r.g � z> s/a"yr rr+eu >3o�rs CG' F,n, P• u.�+ca ,e'45 pmcrA ffLIC- W l"Tst t_I 15- I? owb" $of[b" !�>>✓CZI \ © �> 1irr Qe z.x t 2 3je�r , SlMgsorJ M�cS iZ GTYP. ) @�z,`oe, i ' r Certification for Design Load Compliance 1. DESIGN CODE: Florida Aj h D ENT/442Cbde 2017 Edition w/20— supplements using ASCE 7-10 2. Structure Design is: „Enclosed _ Partially Enclosed 'A Open Building 3. Risk Category: , K I —r'� 11— III _IV Exposure Category: —B —C ,-D Adjustment coefficient t' K 2 4. Design Wind Velocity L mph ASD _LRFD End Zone Width �� ft. 5. Mean Roof Height: ft. Roof Pitch: � 12 Parapet—ft. 1 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. Q 3D 'MRH (worst case) Zone 1:- Zone 2:-014 Zone 3:-%&- Zone 4:-y3 ° zone 5:..f /barage: 7. Design Loads: Floor; i4PSF Roof/Dead:%L PSF Roof/Llve WA PSF Balcony: _PSF Dock: _PSF Deck: bO PSF Stairs: — PSF Fence: _ PSF Railing: — PSF 8. Were Shear Walls Considered for Structure? 4 Yes —Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided? Las —Not applicable Explain Why Not: 10. Minimum soli bearing pressure 2000 P.S.F. STRUCTURAL NOTES: ALL LUMBER SHALL BE MARINE GRADE PRESSURE TREATED ALL HARDWARE AND FASTENERS SHALL BE HOT DIPPED GALVANIZED OR BETTER ALL STRAPPING SHALL BE HOT DIPPED GALVANIZED OR BETTER STEEL "I" BEAM SHALL BE TREATED (PRIMED AND PAINTED) AS REQUIRED TO PREVENT CORRISION `Po 61 �" t!Z) s516el0 T+IF-u $OLTS @ EAC+% {Iu s> CTYP) T-HR.1f FLo co P&I l um tpEekltz& ?4ANk sa,w K ci-o' FIS 2•x it V2) CQ / I'I NU3 _O I rloC�! U u (2� O ZOLO" ZOO. -O LOQ O4 Lp-p" -Tr- 7-0_6.. 20_4 Lr> -4" Zb'..0.. Z�,_Ov 20'_0i Q � r 'I A,' ' I �Lpo2 'P�r� 3�3L `I I 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 SAVANELLO DOCK ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION E I SEA l• Y e MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION 1 �r LT zo t'Ev/ SEP PEG ow a 6R. KEY PLAN SHEET TITLE / SHEET NUMBER 'PROJECTNUMBER F DATE Q AAto _ _ _ _..._ _._ 1 I 1 1 I PECM lz-