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HomeMy WebLinkAboutConstruction DrawingsARCHITECT Architectonic WN 2 U T'—'- TV C r-5 'POUJI-7c- 5irr ItI3 qerdf u2alat'� Lc—Rflon for De afll � amW_11@nce I - DESIGN CODE: Florida -K 2020 Edition w/20_ supplements using ASCE 7-16 2. StructLire Design is: _ Enclosed ­7Partially Enclosed Open Building 3. Risk Category: _I If — III _IV Exposure Category: —B �C —D Adjustment coefficient I 4. Design Wind Velocity 166 mph —ASD _LRFD End Zone Width -:±-ft. 5. Mean Roof Height�. Roof Pitch:/-),k:12 Parapet_lj. 6. Components & Cladding Design Pressure used: (PSF, based On Actual sq. ft. @ 'MRH (worst case) Zone I,- A/Azone 2'.Q/_AZone $:- QZ,� Zone 4:. �A-IzOnfl 5:-'1 1'7Garage0/r� - 7. Design Loads: Floor: tr-e-LrPSF Roof/Dead: !�14 PSF Roof/Live63/Pr PSF Balcony: PSF Dock: —PSF Deck:_ — PSF Stairs: — PSF Fence:PSF Railing: — — PSF 8. Were Shear Walls Considered for Struc' ure? K Y03 _Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided? �Yss ,Not applicable Explain Why Not: 10. Minimum soil bearing pressure 2000 P,S,F, STRUCTUft&LNoTE 1 STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETI-ER WTH l000 p,S.I. MIN, FIBER STRESS VALUE, 2. CONCRETE TO BE 3000 P.S.I. MIN, FOR BEAMS, COLUMNS, AND FILLED CELLS FOOTINGS TO 2500 P.S. I. MIN, CONCRETE SLABS AND 3. REINFORCING STEEL SHALL BE GRADE 80 OR BETER WITH 30'MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3^ BEAMS COLUMNS C-n COPY 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 VVVVVV.ARCHITECTONICINC,COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT COURTYARD WALL REPAIR ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION MICHAEL J. SE) AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER PROJECT NUMBER r— ZItqg DATE