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STRUCTURAL NOTES:
1. STRUCTURAL LUMBR TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE.
2. CONCRETE SLABS AND FOOTINGS TO BE 26M 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 2017 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.
8. FOR METHOD OF ATTACHMENT FOR DOORS AND WINDOWS, SEE PRODUCT REVIEW AFFIDAVIT,
NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-
MAX COATING OR BETTER.
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I. DESIGN CODE: Florida Y IsfwnaL code 2017 Edition wt20__ _ supplements Using ASCE 7.10
2. Structure Design is: _ Enclosed Partially Enclosed _�P' Open Building
3. Risk Category: _I Y, II — III IV Exposure Category: X_B _C,• ,.,D Adjustment coefficient %r O
4. Design Wind Veloclty mph ,•rgSp _LRFD End Zone Width fL
5. Mean Roof Height Ce' ft. Roof Pitch: NL 12 Parapet,,,,{t.
6, Components & Cladding Design Pressure used: (PSF, based on Actual $q, It, a :Lo r
Zone 1!J2/k Zone 2.= _0�aZone 3:-O Zone 4:- 7� Zone 5:•3* MRH (worst Cage)
7. Design Loads: Floor: Garage:✓ L�4.
.40 PSF ROOVDead: � PSF ROO/Live I& PSF Balcony: __,NSF
Dods: _PSF Deok: Q PSF Stalls: • - PSF Fence: � PSF Railing: -150 p&F
8. Were Shear Walls Considered for Structure -<Yes Not Applicable Explain Why Not:
9. is a Continuous Load Path provided? - Yes _Not ap10110p Explain Why Not
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Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W WW.ARCHITECTON ICINC.COM
STATE REG # AA26003348
COPYRIGHT2017
I PROJECT
MYERS DECK
ST. LUCIE COUNTY, FLORIDA
GLIEINI
CONSULTANTS
REGISTRATION
Q,��09 �iOY
-or
oS n
MICHAEL J. SEAL, AIA
AR96898
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KEY PLAN
SHEET TITLE / SHEET NUMBER
SCANNED
By
St. Lucie County
8
PROJECTNUMBER
DATE I /Zal I
Certifloation for Dealan Load Compliance
STRUCTURAL NOTES;
1. STRUCTURAL LUMBR TO BE HEM-hIR #2 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 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 2017 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.
8, FOR METHOD OF ATTACHMENT FOR DOORS AND WINDOWS, SEE PRODUCT REVIEW AFFIDAVIT.
NOTE: ALL 8IMP80N STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-
MAX COATING OR BETTER.
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DESIGN CODE F1-ndat"'7"TI L code 2017 Edition w/20_ supplements using ASCE 7.10
2. Structure Desion !s. _ Endcsed _ Partially Enclosetl '- Open Building
3, .Risk Category: _I _)� II _III _IV Exposure Category: )I�B _C _D Adjustment coefficient \ 0
A. Design Wind Velocity 160 mph _ASD _LRFD End Zone Width —
ft.
5 Mean Roof Height !�Lft. Roof Pitch: � 12 Parapet —ft.r
6. Components & Claddmg Design Pressure used: (PSF, based on Actual sq. ft. @ 'MRH (worst Case)
Zone 1:-r Zone 2:-fj/14-Zone 3:-iI!/k Zone 4:- Z-5 Zone 5:-3 Garage: ?7 iA-
7. Design Loads. Floor: 40 PSF Roof/Dead: 04 PSF IRoof/Live � PSF Balcony: `PSF
Dock: _PSF Deck: _0 PSF Stairs: -QD PSF Fence, PSF Railing: 50 PbF
8. Were Shear Walls Considered for Structure? „--<Yes _Not Applicable Explain Why Not:
9. Is a Continuous Load Path provided? _<Yes _Not applicable Explain Why Not:
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ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
WVIMI,ARCH ITECTON ICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
MYERS DECK
ST. LUCIE COUNTY, FLORIDA
CLIENT
1 CONSULTANTS
REGISTRATION
N.
�P�O LoR'o
r �,EL J SE44
�
MICHAEL J. SEAL, AIA
_ AR96898
I�R,EV(ISIONS
FN--O I DATE REVISI(DN
KEY PLAN
SHEET TITLE ! SHEET NUMBER
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PROJECT NUMBER
DATE I /24111
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