Loading...
HomeMy WebLinkAboutDock Plan6RoCE- FL.OcDfZ V --/N'f-Z�) Veu rLo w P<<t; 2tws Aot STr, 5t�cf'�vr � r''LTS lip Z) $;M ,PC Y'Ke" t$o trr S C EA, WATSF— 1_1*4 1-- z. 5rruculre uestgn is; tnc+osea ramany crwtvsea r-% upen ounamg 3. Risk Category: X1 t_�___11 III _IV Exposure Category: _ B C �p Adjustment coefficient � 4. Design Wind Velocity LWmph ____ASD LRFD End Zone Width k' ft. 5. Mean Roof Height: _�Lft. Roof Pitch: �&12 Parapet _ft, t 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 30 MRH (worst case) Zone 1:- � Zone 2:-01A, Zone 3:-N� Zone 4:-y� °0°O Zone 5:- 6 3lbarage: ld&�' - 7. Design Loads: Floor: ' ! PSF Roof/Dead; J PSF Roof/Live PSF Batcony: _PSF Dock: __PSF Deck: ,W PSF Stairs: _ PSF Fence: PSF Railing: PSF 8, Were Shear Wails Considered for Structlurree? 4 Yes —Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided? -es _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 !� $oiToM _ o1.0 j 1 I 1 ' i PRt 7�tZ 5lMrj'SprJ MTV lZ ' 14-to A c.rYP a ' 5 C2) =fie, , 1-n-LA J�.oLTS @ EAe+I QIuay nCP. ) - PE�rn+aMt bE.ek.rr-ate P�•Ata k ,�0'w tc c�'` .t 00 t'owG�•�S� G.rF7- AN .P do 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT SAVANELLO DOCK ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS STRATION M H�AE,i J - L", AIA AR96898 REVISIONS PROJECT NUMBER? -t DATE 4 A lZrein" cr