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STRUCTURAL NOTES:
1. STRUCTURAL LUMBER TO BE HEMAR R 2 GRADE OR BETTER WITH IWO PS3. MIN. FIBER STRESS VALUE
2. CONCRETE TO BE 3000 P.S.L 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 BETTER WITH 30" MIN. LAP.
4. CONCRETE COVER OVER REINFORCING STEEL!
FOOTINGS 3"
BEAMS 1-1/2"
COLUMNS 1.1/2"
5. FILL ISOL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND
COMPACTED TO A MINIMUM OF 95%MODIFIED PROCTOR DENS".
6. ALL COMPONENTS OF THISSTRUCTURE HAVE BEEN DESIGNED &
SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION.
FOUNDATION SCHEDULE
S-1 4" (2500 PSI) POURED CONCRETE SLAB WITH
FIBERMESH REINFORCING ON .006" VAPOR BARRIER
OVER CLEAN COMPACTED TREATED FILL.
F-I 16" DEEP X 16" WIDE MONOLITHIC FOOTING WITH
2 # 5 BARS CONTINUOUS.
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Certification for Design load Compliance
I. DESIGN CODE: Florida code 2014 Edition w/20_ supplements using ASCE 7-10
2. Structure Design is: —Enclosed )C Partially Enclosed Open Building
3, Risk Category: CAI II III _IV Exposure Category: B K-C _ D Adjustment coefficient
4. Design Wind VelocityLmph— ASD _ LRFD End Zone Width eft.
S. Mean Roof Height: eft. Roof Pitch: 1:12 Parapet, ft.
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft fa 30 ' MRH(worst case))
Zone 1:16�14one 2: 44 Z Zone 3: Zone 4 -�Ll Zane 5: - 0 %.SGarage: j A
7. Design Loads: Floor: 75r' PSF Roof/Dead; PSF Roof /Live/S PSF Balcony: _PSF
Dock: _PSF Deck: PSF Stairs: PSF Fence: PSF Railing: —_ PSF
8. Were Shear Walls Considered for Structure? X Yes ,_ Not applicable Explain Why Not:
9, Is A Continuous Load Path provided? ? yes! Not applicable Explain Why Not:
10. Design Soil Bearing Pressure:2000 PSF
Soil boring Test required ___yes �No (based upon section 1803.2 exception)
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SCAN NIN
BY
Rt Lucie Grundy
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LUCTO COL\Ty Pt-11 ITX ;.I rrcT, y
:'1EWED FOR -0111PL
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NO INSPECTIOV WILL BL MADE
THEsy PLAN% AND ALL TO ANV CORRECT70NSSED ORK
A g BUBO-G FIELD INSPECTORS THAT.
pBOUHR FI Ny ODES.
MAY Oi? WITH ALAAPPL CAS R F
COMPLY WITH
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