HomeMy WebLinkAboutFloor Plan 2-3-22IARCHITECT
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STRUCTURAL NOTES:
1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN, FIBER STRESS VALUE.
2. CONCRETE SLABS AND FOOTINGS TO BE 2600 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"
5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A
MINIMUM OF 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.
6. 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 SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-
MAX COATING OR BETTER.
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Certification for Desian Load COMIAlance
1. DESIGN CODE: Florida Z,iFRP&al r"" -code 2020 Edition w20 suppletpents using ASCE 7-16
2. Structure Design is: Enclosed i Partially Enclosed .Open Building
3. Risk Category: _I II — III —IV Exposure Category: _B _C -2�-D Adjustment coefficient II, Y %
4. Design Wind Velocity P^9F mph _ASD _LRFD End Zone Width —ft.
5. Mean Roof Height: l'_r ft. Roof Pitch: N/A-:12 Parapet_ft.
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. 'MRH (worst case)
Zone 1:- PIA Zone 2:- lt%- Zone 3:-d/A Zone 4:- Zone 5:-90 Garage: P(A
7. Design Loads: Floor: 69 PSF Roof/Dead?'t�^ PSF Roof/Live I�A� PSF Balcony: /)$PSF
Dock: _PSF Deck: 6) PSF Stairs: _ PSF Fence: _ PSF Railing: .6p P&F
8. Were Shear Walls Considered for Structure? —Y-" Yes —Not Applicable Explain Why Not:
9. Is a Continuous Load Path provided? t'-) Yes _Not applicable Explain Why Not:
10. Minimum soil bearing pressure 2000 P.S.F.
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I Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
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COPYRIGHT 2022
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ST. LUCIE COUNTY, FLORIDA
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REGISTRATION
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AR96898
REVISIONS
NO. DATE REVISION
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DATE 7. / 2Z