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STRUCTURAL NOTES:
1, STRUCTUTAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN, FIBER STRESS VALUE.
2. CONCREE SLABS AND FOOTINGS TO BE 2600 P.S.I. MIN.
3. REINFORIING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP.
4. CONCREE COVER OVER REINFORCING STEEL:
FOOTINGS 3"
5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A
MINIMUM )F 95% MODIFIED PROCTOR DENSITY.
6. ALL COMPONENT OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES
OF THE FLORIDA BUILDING CODE 2020 EDITION PER WIND LOAD COMPLIANCE.
7. WINDOW AND DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES
OF THE FLORIDA BUILDING CODE 2020 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
B. FOR METHOD OF ATTACHMENT FOR DOORS AND WINDOWS, SEE PRODUCT REVIEW AFFIDAVIT.
9, ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303.1.9.1 OF THE
FLORIDA BUILDING CODE.
NOTE: ALL SIMPEON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-
MAX COAING OR BETTER.
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Certification for Design Load Compliance
1. DESIGN CODE: Florida '�Z>v>1prn�fvtlL code 2020 Edition w/20____ supplements using ASCE 7.16
Z Structure Design is: `Enclosed _ Partially Enclosed _I ()pan Building
3. Risk Category: _I � II _ III _IV Exposure Category: _B _C �D Adjustment coefficient
4. Design Wind Velocity mph —ASD LRFD End Zone Width �ft,
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5. Mean Roof Height:.ft. Roof Pitch: /JL12 Parapet-___ft,
6. Components & Cladding � )Design Pressure used: (PSF, based on Actual sq. ft. (� Q 'MRH (worst case)
Zone 1:- PIA Zone 2:-FA Zone 3: PIA Zone 4:. $fir. Zone 5:-5'Nr7 Garage: N%A
7. Design Loads: Floor: S6 PSF Roof/Dead:N/1-- PSF Root/Uve #/A PSF Balcony: AK PSF
Dock: , PSF Deck: SO PSF Stairs: _ PSF FenceiI PSF Railing:.5-P p F
8, Were Shear Walls Considered for Structure? � Yes _Nbt Applicable Explain Why Not:
9. Is a Continuous Load Path provided? e�i Yes _Not applicable Explain Why Not:
10. Minimum soil bearing pressure 2000 P.S.F.
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