HomeMy WebLinkAbout280 banyan Revision�� � �':�� \ OFFICE USE ONLY: n ^c7, f, / n ( O M (�"/1 A I - S 2,�
DATE FILED: ✓ //" ` j \V PERMIT # (VI
REVISION FEE: ` � %�� RECEIPT
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LOCATION/SITE
ADDRESS:
PLANNING & DEVELOPMENT SERVICE
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BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652 AL G 20
(772) 462.1553 ST, Lucie County, Permitting
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
2,80
JDETAILED DESCRIPTION OF PROJECT
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
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ST. LUCIE CO CERT. #:
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CITY: 'I4Nm -STATE: V j
PHONE (DAYTIME): l FAX:
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OWNER/BUILDER INFORMATION:
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PHONE (DAYTIME:
ARCHITECT/ENGINEER INFORMATION: -." � .
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NAME: __
ADDRESS:
CITY:
STATE:
ZIP:
AUG Io
SGD
Opening Design I Proftot Rated `, Mooteleft ar i Maine Nusrther 1 Product Approval I GtaRe
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;DOOR OPENING DETAIL`
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Method of Attachment
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Lumff #2007-0327 -
!EXIST. FOOTPRINT_
A11715
GENERAL NOTES:
ST. Lucie County_ e,mitting
1. THE OWNER WOULD LIKE TO INSTALL AN IMPACT
RATED SLIDING GLASS DOOR.
2. THERE IS AN EXISTING AWNING WINDOW TO BE
REMOVED TO PROVIDE THE OPENING FOR SGD.
3. THE DOOR IS NOT AS WIDE AS SGD SO A CONCRETE
COLUMN WILL BE POURED ON ONE SIDE FOR FIT.
4. THESE PLANS & SPECIFICATIONS COMPLY WITH THE
2017 FBC (611 EDITION) & ASCE 7-10.
5. OWNER TO VERIFY ALL DIMENSIONS AND STUCTURAL
CONDITIONS.AS SHOWN ON THE PLANS. ANY
DISCREPENCY BETWEEN THE PLANS AND THE
ACTUAL EXISTING CONDITIONS SHOULD BE
REPORTED TO THE ENGINEER IMMEDIATELY.
o.
�r11IlEAifltm for Design Load Compliance
DESIGN PARAMETERS AN06MMMUM&= (complete all that apply)
1. DESIGN CODE: Florida t O /'7 Code Sigh Edition with 20 � Supplements using ASCE 7,10
2. Structure Dasfgredas(checkone): ✓ Enclosed _Partlally Encosed _Open
3. Risk Category:_I ✓ -11 - _111=N Exposure Category:_g`C _D - -- -
4. Design Wind Velocity //98 mph__!ffASD__SRFD End Zone Width: (p. N
6. ComponentsACiedding Desi1ggn Pressures Usedf JPSF, based on 10sgtt15'MR11, clearly label on all plan openings):
Zone 1:_=J.L_Zone 2:_=:*E)'. Zone 3:-=-70Zone 4:=_ 411yjone 5:�yd'G Garage: 1,,E,,-4-
7. Design Loads: Fluor:'Scj S. PSF Root/Dead:/ E PSF Roof/Uve:_„ LI Balcony: PSF
Dock: "- PSF Deck:_PSF Stalrs: PSF Fence: PSF Railings: PSF
8. Were Shear Wells Considered For Structure? Yes _Not Applicable Explain Why Not:
9. IS A Continuous Wad Path Provided?_ZYes,Not Applicable Explain Why Not:
10, Design Sol[ Rearing Pressure d 0 PSF Soil Test Reports SuiinRted? Yes dp
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RICHA" Ell. JEMISO
P.O. Box5616 ODE COMPLIANCk
Ft. Pierce, FI. 34954 ST, gyp) C I O T.,N:
r t,tt(�715-5623 ADU
BENCHMARK ENGINEERING
OF THE TREASURE COAST '
W _ gr60EU1WAREAVE.
O _ FT. PIERCE, FL 34950
(772) rra2e7-1399
08/01120
AL'
ORjpP.• �� ,
AL
i}OWDOEN
REMOVE AWNING WINDOW
INSTALL IMPACT RATED SGD
SHEET
EARLENE PEARSON
280 BANYAN DRIVE
P.E. #70878
PORT ST. LUCIE, FLORIDA _
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