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HomeMy WebLinkAboutPLANSJ , Q I 6 U N 0 A � `p vma�v; w F, cj� a8315f <r ��y c, Com o Q 9 p 4A / Z"�Q' `i LAN t•,Ln �n co q m _ C) / CO U rn / LOT DETAIL a SCALE: 1" = 20' FmR-r��rto� TAr-04i Prt+ .f,ca Yo9T / Pry S/�E Df�c..k•r �-+ 4 �/� Pr>; zxce ttAavC.d� `m ZteA � �r j e.T, ZXL P;GKEr('SF SO.G, Prf Gam( ZK - P.f. txd >6oRo..r ter L w 2%Sji [.!Lsr L14;`6c"; a', c­ ,y P.C,' 5'14 (GfcPaJ ektr.'; ��t{l.b�J M Su�cs=.a wt�tMro w/ 4-Svs �/4 rra t� 4= Ip a t;/4 T\cENS 17Nt3. «i7rP i hrr+lPgaJ POSE I a it TECH. 1C O e!%s.7C, BA9E XG tt44 Q/ 60��5 % M-I61 tihr t_S Cif c/Z Kam" Lcl_ k- S/g'Y31/a"ExY, SEGTt 0 Ya"r SIwcPScn�C GUS HA-- Q FA, >Fl PT, P% z'Cg 6" .-jKC7.) , 1,,� Ed, ?off tIT, ZX6 (SNPV-A-rC. Or Zk4, 'ca P e a L- V',T' 7-7�2- fr c.(r.C-05 C' 5R rO.C• {<T 4-x4- Pos(4i Pr Z. x4 P0TC2>rf le:Af L- � S/q� COP't Qmg r'r� D¢iCIC r/UG�-�� Pf Z-7� b(Hf5 _ f rr 2)g I li li y r r c5ror-w YL li �/fSrt �Ca C.a�e W, PdsC L. UEcK 5E- `►Fi©ram orTkor"ra-I­ vr� ef- fLAra. rr.a [c 1/Z'r PEtL zot7 FgC.. KM&OtA1 (4 <zs am C,-yF ) Fes" r►�C� �� C 1/4 a A'-4I xa aots�s _0 do ,1 AV F�� zxe z) Yi'y� trees , 0 4ze, @ 9A fOSIT trj Cortiffention forD Loa om 11 1. DESIGN CODE: Florida P.F; O M dec 2017 Edftfon w/20_ supplements using ASCE 7-10 2. Structure Design is:_ Enclosed X Partlally Enclosed T Open Building 3. Risk Category: —I kC II III _IV Exposure Category; _B XC _D Adjustment coefliclen i t Z-1 4. Design Wind Velocity imph _ASD -__,_LRFD End Zone Width 4• ft. 5. Mean Roof Height: ,�Ljt. Roof Pitch: t�/-A:12 Parapet —ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @-3Q:—'MRH (worst case) Zone 1:- Zone 2:- LA Zone 3:-NY Zone 4: 33_Szone 5:. 4%r I Garage:_ 7. Design Loads: Floor: &- PSF Roof/Dead: d1r, PSF Roof/Live �iLPSF Baloony: PSF Dock: _PSF Deck: >& PSF Stairs:a PSF Fence:_ PSF Railing:, f0 , f*F 8. Were Shear Walls Considered for Structure? f'4-' Yes —Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided?�'- Yes _„Not applicable Explain Why Not: 10: Soll boring Test required, Yes„X No (based upon section 1803.2 exception) ,yi LA1.sCth>r� pelv_-K 3t=`Fy � 2�7�f I�ZCq" ' eI SF.1-5 -.r 3co F! uit YtL ^I ARCHITECT Architectonic In 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT SCHELL DEC ST. LUCIE COUNTY, FLORI CLIENT 1 CONSULTANTS I 1 REGISTRATION I I AR96898 REVISIONS NO. DATE KEY PLAN IM-rig" REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNT BOCC qr C O SHEET TITLE / SHEET NUMBER 4GANN�F BEU Y St Lurie Courtly IPROJECT NUMBER 'i'— It 8016 DATE