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HomeMy WebLinkAboutRenovation PlansA,t7DE p Yz� (Z1-1 A-3 117 e. I Ih�v5,SO695 �I off) lSTP�� �T r!2 qd TF�2 L4 Bafr7."�. MIo, III 01;- 6T►�4S AS>A 1 f'' K-Eob= V - S f tn$sotJ Nii5 w/ 5%c9� i� 8� EKR Co4T � Zia rl Cn tj N�rL� irk lzfi iSt'1 Ecc cam. tpC.� • ��� � � 5 5c�� 0.1Gp 30� so- K -A-L P e a PAaP S {za * >�P any—g..r,Z tZd'C. Ek-) Tap& M 4PCao 14. 4$S"SA<t—S @ C"©.e, Ec � a ve•f Certification for D®eltln Load Compliance 1. DESIGN CODE: Florida L- code 2017 Edition w/20.T supplements using ASCE 7-10 2. Structure Design Is: _ Enclosed _1C Partially Enclosed —Open Building 3. Risk Category: _I / _III —_IV Exposure Category; _8 )10,C _,_,-D Adjustment coefficient 4. Design Wind Velocity mph-_,_,ASD _LRFD End Zone Width ALft. 5. Mean Roof Height: i0 ft, RoofPltch:FJ!rd�2 Parapet_„B, 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 30, 'MRH (worst case) Zone 1:-± Zone 2:431A Zane 3:,atzone 4:-iX-4*Zone 5:-1b/7/Garage: P� 7. Design Loads: Floor: e i�p PSF Roof/Dead.: PSF RooflLive F f $F Balcony: —PSF Dock: —PSF Deck: -_ PSF Stairs:_ PSF Fence:_ PSF Railing: _PSF 8. Were Shear Walls Considered for Structure? Z Yes ,-Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided? Yes —Not applicable Explain Why Not: 10, Minimum soil bearing pressure 2000 P.S.F. STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE. 2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2500 P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 38" MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 1-1/2" COLUMNS 1-112" 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION 'NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER. )cIZ hf> av^ 64 w ° B`C �+.P4x!=3` Cv l36/4 tC 4L�/>z, r-L G.L✓s rT 4 tv^I, l..��' M ,otr-^ti � % Wj(r:or3 Na.°L } ram. 4 5tMP5o►a htc,tica�-P MOLtS°So'SPS �/ RI (moo MC 1A Ex/anNca ^�o2T � &GAM. To F e- 1Z,EMOv�C' FEasM �cu P RAN°tFP °sauc6fFi lS SIDES f f r FA+P ( lz, w4 g— 5 r ay s Q I+.../2of•tF-PWPM GbP"r -L 4�.7 i CoY�4� 5YP A q R-- oc) V-> 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 HALL PORCH COLUMN REMOVAL ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION OF F40R/pq ��• SrrAL •. tS MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN REVIEWED FOR CODE COMPLIANCE' ST. LUCIE/+COUNTY BOCC F I LF SHEET TITLE / SHEET NUMBER of NUMBER jZ La i G,O IPROJECT DATE I /l4/z o Lq ?'Sill IT