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Certification for Deafen Load Compliance
1. DESIGN CODE: Florida 1JI P6al I IK(-code 2017 Edition w/20_ supplements using ASCE 7-10
2, Structure Design is: _ Enclosed ",_,__ Partially Enclosed K Open Building
3. Risk Category:_] t�, II _Ill_ IV Exposure Category: iC B __C _D Adjustment coefAdent _
4. Design Wind Velocity t 6 mph _ASO LRFD End Zone Width _ft.
5. Mean Roof Height: Z` ft. Roof P@oh: &.12 Parapet ____ft.
5. Components & Cladding Design Pressure used: (PSF, based on Actual sq. fL @ 3af 'MRH (worst case)
Zone I: r' A• Zone 2:-'31& Zone 3:-r rA7 Zone 4:-L$,�oZone 5:-�4'�� Garage:
7. Design Loads: Floor: P� PSF Roof/Dead:ty& PSF Roof/LiveP 14 PSF Balcony: PSF
Dock: �("SF Deck:�L* PSF Stairs:#�t PSF Fence: P At PSF Ralling: ✓, A PSF
S. Were Shear Walls Consdered for Structure? Yes _Not Applicable Explain Why Not:
9. Is a Continuous Load Path provided? V- Yes _Not applicable Explain Why Not:
10. Soil boring Test required , Yes X No (based upon section 1803.2 exception)
STRUCTURAL NOTES:
1. STRUCTURAL LUMMR TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE,
2. CONCRETE TO BE =0 P.S.I. MIN, FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND
FOOTINGS TO 2600 P.S.I. MIN.
S. REINFORCING STEEL SHALL BE GRADE 80 OR BETER WITH 30" MIN, LAP.
4. CONCRETE COVER DVER REINFORCING STEEL:
FOOTINGS 3-
BEAMS 1.1/2"
COLUMNS 1-112'
S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12' AND COMPACTED TO A MINIMUM OF 96%
MODIFIED PROCTOF DENSITY.
e. 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 CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE
FLORDA BUILDING CDDE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
a. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE W 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 WITH TREATED LUMBER SHALL HAVE MINIMUM
Z-MAX COATING OR BETTER.
I
. (_LIp1 CO. IU
Da
I -?vc - 0ZA61 5
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLIANCII
DATE O 7/ I Z "
PLANS AND PERK IT
MUST BE KEPT ON I B OR
NO INSPECTION WILL BE MADE
THESE PLANS AND ALL PROPOSED WORK
ARE S[ViCT TO ANY CORRECTIONS
REOUIRED BY FIELD INSPECTORS THAT
4AY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES,
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTON ICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
TATAROWICZ
RETAINING WALL
ST. LUCIE COUNTY, FLORIDA
CLIENT
' CONSULTANTS
I REGISTRATION
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
INO.1 DATE I REVISION
KEY PLAN
L Df°WENERSORATTACHMENTS
f THE RESPONSIBILITYOFTHE
^ONTRACTOR OF RECORD SHEET TITLE / SHEET NUMBER
RECET- .-
1
OCT 24 201, OF '
ST. Lucie County, Permitting
"nV PROJECTNUMBER
I DATE ;3/Zca1l9i,
4Aa rA
OFFICE USE ONLY:
DATE FILED: io
REVISION FEE: ^I S• d
f "�d6-o`f�r5
PERMIT # 1�-
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
RECEIVED 2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
U C v 4 Z l71 & (772) 462.1553 St., Lu le F
Date r�
5T, Lucie County, Permitting APPLICATION FOR BUILDING PERMIT REVISIONS p ved
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
311
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
CONTRACTOR INFORMATION:
STATE of FL REG./CERT
BUSINESS NAME:
QUALIFIERS NAME: _
ADDRESS:
CITY:
PHONE (DAYTIME):
STATE:
OWNER/BUILDER INFORMATION:
NAME:
ST. LUCIE CO CERT. #:
ZIP:
fo7E"
CITY: STATE:
PHONE (DAYTIME: 77d-- 81 S - 0 / 5$� FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: /'7CnG�a AyLr�,--zk
ADDRESS:
CITY:
PHONE (DAYTIME):
SLCCC: 9123109
Revised 06130117
STATE:
ZIP:
ZIP:
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