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STRUCTURAL NOTES
1. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND
FOOTINGS TO 3000 P.S.L_MIN.
2, REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 38" MIN. LAP.
3. CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS 3-
BEAMS
EAMS 1-1/2"
COLUMNS 1-112"
4. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EMCEED 1T AND COMPACTED TO A MINIMUM OF 95%
MODIFIED PROCTOR DENSITY,
5. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND
FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION
Certification for Deslgn Load Compliance
1, DESIGN CODE: Florida &eflvv'rD d--code 2017 Edition w/20_•„_, supPlements using ASCE 7-10
2, Structure Design is:,_,_ Enclosed _ Partlally Enclosed -/'� OPan Building
3. Risk Category: _I �KII _ III IV Exposure Category: _8 X C __D Adjustment coefficient GZ I
4. Design Wend Velocity f,mph ,_.ASD LRFD End Zone Width �ft.
5. Mean Roof Haight: �1&ft. Roof Pitch d1t 12 Parapet
6. Components & Cladding Design Pressure used. (PS
F, based on Actual sq. ft. @O_'MRH (worst case).
Zone I:- PIA, Zone 2:-�A Zone 3:-PIA, IA, Zone 4:- R JiZone 5:- 401.1 Garage. N/A
7. Design Loads: Floor: PA ESE Roof/Dead: 04 PSF Roof/Live PA ESP Balcony: P/A PSF
Doek:pJLPSE Deck: VA PSF Stairs O/4PSF Fence: s1 A- PSF Raihng!t'"# PSF
S. Were Shear Walls Considered for Structure? Yes —Not Applicable
a Explain Why Not:
10, Minimum soil bearing
pressure P S.F
9, s a Continuous Loa Path
th provided? Yes „Not applicable Explain Why Not:
P. M. SETBACK REQ.
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PROJECT
BRIGHT'S
RETAINING WALL
LUCIE COUNTY,
IFLORIDA
CLIENT
G
E RING
80N1DL$I , CIiINSON P.E.
806 DELAWARE AVE.
FT. PIERCE, FLORIDA 34950
P.E. # 70878
i
REGISTRATION
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REVISIONS
j � T NO. DATE REVISION
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SHEET TITLE / SHEET NUMBER,
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REVIEWED FOR
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--- _ - —
CODE COMPLIANCE
FiLoa Fo UK-) PA'-, 10v3 � �,.h.� ST. LUCIE COUNTY
PROJECT NUMBER BOCC
(�, Zci10
DATE
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CONTRACTOR COPY 2 (z& ki