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NOTES:
DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING
RESIDENTIAL CODE.
CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION
R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE.
WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT
GREATER THAN 200 AND A SMOKE DEVELOPED INDEX OF NOT GREATER THAN 450.
ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT
PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN
ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450.
FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND
SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450.
TABLE R301,2(1)
CLIMATIC AND GEOGRAPHIC OFRIGN CRITFRIA
WIND DESIGN SUBJECT TO DAMAGE FROM
GROUND SEISMIC - WINTER ICE BARRIER AIR MEAN
SNOW Speed" Topographlo DESIGN Frost line DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL
LOAD (mph erfemsk (NA CATEGORYI Wentherin0'. �tle�th° T9tmlie° TEMP° REQUIRED^ HAZARDS° INDEX TEMPI
NA Sas Fig. R301.2(4) .. NA Negligible L NA Very NA NA NA
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Certification far Design Load Compliance
1. DESIGN CODE: Florida '991 DENSiht. code 2017 Edition W20____ supplements using ASCE 7.10
2. Structure Design is: �_ Enclosed _ Partially Enclosed Open Building
3, Risk Category: ___,-I ,X11 _ III _IV Exposure Category: „B � C ,,_D Adjustment coefficient I I Z 1
4. Design Wind Velocity R!? mph ____ASD LRFD End Zone Width �ft.
5. Mean Roof Height: 20 ft. Roof Pitch: _(0 :12 Parapet_ft. 1
6. Compone��nts�& Cladding Design Pressure used: (P$F, based on Actual sq. fL 30 'MRH (worst case)
Zone 1:-1I :.' . Zone 2:- 69 Zone 3:- !Zone 4:- 7, 4'Zone 5:-
7. Design Loads: Floor: 7 S PSF Roof/Dead: LF_- PSF Roof/Live -7i6 PSF Balcony: _PSF
Dock: _PSF Deck: ___. PSF Stairs: — PSF Fence:— PSF Railing:_ PSF
8. Were Shear Walls Considered for Structure? XYes _Not Applicable Explain Why Not
9. is a Continuous Load Path provided? ,XYes .Not applicable Explain Why Not:
10. Minimum soil bearing pressure 2000 P.S.F.
STRU TURAL NOTES:
1. STRUCTURAL LUMBER TO BE HEM•FIR 02 GRADE OR BETTER WITH 1000 P.S.I, MIN. FIBER STRESS VALUE.
2. CONCRETE TO BE 3000 P.S.I. 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 SETER WITH 30° MIN. LAP,
4. CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS 3"
BEAMS 1.1/7
COLUMNS 1r1/2"
S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED IV AND COMPACTED TO A MINIMUM OF 96%
MODIFIED PROCTOR DENSITY.
6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND
FORCES PER THE FLORIDA BUILDING CODE
7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE
FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
6. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE W MINIMUM BEARING. SEE LINTEL SCHEDULE FOR
ADDITIONAL INFORMATION.
9. MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO ARTICLES 2.1 AND 2.6 A OF TMS 602/ACI 630.0IASCE6
10FOR METHOD OF ATTACHMENT OF DOORS AND WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT.
11, 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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FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS #__5_F-7- 13 31�0 & Well # - 0j30
Date: AA W
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STEFANAKIS
RESIDENCE
ST..LUCIE COUNTY, FLORMA:
SHEET TITLE / SHEET NUMBER
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SQUARE FOOTAGE
LIVING 2032 S.F.
PORCH 454 S.F.
GARAGE 431 S.F.
TOTAL 2917 S.F.
PROJECT NUMBER \�OZ
DETACHED GARAGE 450 S.F. DATE l l [z51 t q