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STRUCTURAL NOTES:
t.
STRUCTURAL LUMBER TO BE HEM•FIR #2 GRADE OR BETTER IMTH 1000 p,S,(. MIN. FIBER STRESS VALVE.
2.
CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND
f00TINGS TO 2600 p.S.l. MIN.
3.
REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 38"MIN. LAP.
4.
CONCRETE COVER OVER REINFORCING STEEL:
'
FOOTINGS 3'
BEAMS t-112'
COLUMNS t-1/2'
5.
FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12' AND COMPACTED TO A MINIMUM OF 95%
MODIFIED PROCTOR DENSITY.
8.
ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND
FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION
7.
DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERT(FfED BY MANUFACTURER FOR WIND FORCES PER THE
FLORDA B1/1L01NG CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
a.
PRECASTIPRESTRESSEDCDNCRETE LINTELS TO HAVE 0"MINIMUM BEARING. SEE LINTEL SCHEDULE FOR
ADDITIONAL INFORMATION.
9.
FOR METHOD OF ATTACHEMENT OF DOORS &WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT.
'NOTE:
ALL SIMPSON STRONG•TIE PRODUCTS IN CONTACT IMTH TREATED LUMBER SHALL HAVE A MINIMUM
Z•MAX COATING OR BETTER.
Certification for Design Load Compliance
1. DESIGN CODE: Florida P.,FF1i1 V6Nriht. code 2017 Edition w/20_ supplements using ASCE 7-10
2. Structure Design is: � Enclosed _ Partially Enclosed _Open Building
3. Risk Category: _I � II _III _IV Exposure Category: _B �C,D Adjustment coefficient l �I
4. Design Wind Velocity j� mph _ASD _LRFD End Zone Width _ft.
5. Mean Roof Height: Iql ft. Roof Pitch: 5� :12 Parapet _ft. r
6. Components &Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 30 'MRH (worst case)
Zone 1:-� Zone 2:- i¢r`("Zone 3:-1 Zrli Zone 4:- � Zone 5:-klr �� Gerage:
7. Design Loads: Floor: ,{'� PSF Roof/Dead: � � PSF Roof/Live'SD PSF Balcony: _PSF
Dock: _PSF Deck: � PSF Stairs: _PSF Fence; _PSF Raliing: _PSF
8. Were Shear Walls Considered for Structure? � Yes _Not Applicable Expialn Why Not:
9. Is a Continuous Load Path provided? Yes _Not applicable Explain Why Not:
10. Minimum soil bearing pressure 2000 P.S.F.
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Archit¢ctonic Inc
805 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 450 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA28003348
COPYRIGHT 2020
PROJECT
PERSNICKTY FARMS
EQUIPMENT BARN
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
MICHAEL J. SEAL, AIA
AR95898
REVISIONS
NO.
DATE
REVISION
KEY PLAN
SHEET TITLE /SHEET NUMBER
5 (-' G
PROJECT NUMBER (Z, Zpo vri
DATE 6�/I �Zo2o
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