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ARCHITECT
rchitectonic Inc
6 DELAWARE AVENUE
)RT PIERCE, FLORIDA 34950
772 460 7751
772 460 4244
JVW.ARCHITECTONICINC.COM
'ATE REG # AA26003348
)PYRIGHT 2020
DJECT
AYNE L RSEN
RESIDENCE
ST. LUCIE COUNTY, FLORIDA
1414I:1111
CONSULTANTS
REGISTRATION
REVISIONS
NO. DATE
�rJ
RECEIVED
DEC 21 1010
KEY PLAN
Permitting Department
1t, Wde County
FDOH in St. Lucie County
Ep ronmentaMealth
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDIS #5l h'F-21 Y35o & Well #
Date:ly y/ SHEET TITLE / SHEET NUMBER
Ravi eviter,
ZI-4
SQUARE FOOTAGE -
--
HRSTFLOORLIVING 3424S.F. dF= tQ
SECOND FLOOR LIVING 1565 S.F.
PORCHES 1563 S.F.
GARAGE 1041 S.F.
TOTAL 7593 S.F.
I PROJECTNUMBER 17
Zo
DATE
Certification for DeslDn Load Compliance
DESIGN CODE: Florida (jB9tQ"T/*"Code 2017 Edition w120_- supplements using ASCE 7-10
1.
e Design is. ally nclosed _ Open
^ J.
Z J
EnciosedIV
Category: ExpoisureECategory: _,B _CBuildiDnAdJustment coefticieM
3. Risk I �I
4. Design Wind Velocity1&0 mph _-__ASD _LRFD End Zone Width,ft.
5, Mean Roof Haight: Zft. Roof Pltch:$,,,_-:12 Parapet ----A
-3p+
Pressure used: (PSF, based on Actual sq. ft.l@ MRH (worst case)''''
6. Componennts & Cladding Design
`�ll
Zone 1:- jI rN Zone 2:- AO&one 3: 7L''G Zone 4:-7$1 Zone 9:-j1v I Garage: ,71,
7. Design Loads: Floor: 40 PSF Roof/Dead: /� PSF Roof/Live 50 PSF Balcony___PSF
PSF Deck! -_, PSF Stairs: PSF Fence: __ PSF Railing: _
_..PSF
Were Shear Walls Considered for Structure? Yes _Not Applicable Explain Why Not:
8.
9. Is a Continuous Load Path provided? X Yes _Not applicable Explain Why Not:
e
10. Minimum soil bearing pressure 2000 P.S.F.
$TRUCTURAL NOTES:
1'. STRUCTURAL LUMBER TO BE HEM -FIR 02 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE.
2. CONCRETE SLABS AND FOOTINGS TO BE 2500 P.S.I. MIN.
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 3W 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,
I
6. ALL COMPONENT OF THIS STRUCTURE HAVE BEEN DESIGNED SELECTED TO WITHSTAND WIND FORCES
OF THE FLORIDA BUILDING CODE 2W7 EDITION PER WIND LOAD COMPLIANCE.
7, WINDOW AND DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES
OF THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
$, .FOR METHOD OF ATTACHMENT FOR DOORS AND WINDOWS, SEE PRODUCT REVIEW AFFIDAVIT.
g. 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.
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 DESIGN CRITERIA
GROUND
SNOW
LOAD
WIND DESIGN
Spood' 7opogrophlo
m h HfomoMfNA�CATEGOR_YI
SEISMIC
DESIGN
SUSJ6CT TO DAMAOE
FROM_
WINTER
DESIGN
TEMP'
ICD BARRIER
UNOERLAYMENT
REOUIREDe
FLOOD
HAZARbSo
AIR
FREEZINO
INDEX
MEAN
ANNUAL
T19MN
W_oelherinp'
Frost line
tleglh°
7ormite°
NA
Sm Mg. R301.2(4)
NA
Negligible
NA
Ver
Heavy
NA
NA
NA
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ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2020
PROJECT
WAYNE LASE
RESIDENCE
ST. LUCIE COUNTY, FLORIDA
CLIENT
I
CONSULTANTS
REGISTRATION
LO R
i'U
lu
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO.
DATE
REVISION
KEY PLAN
SHEET TITLE / SHEET NUMBER
PROJECT NUMBER V 20 VS-7
DATE