HomeMy WebLinkAboutAPPROVED 2407 38th Street Revision 6-7-21 DETAIL footerOFFICE USE ONLY:
DATE FILED: 6/14/21
REVISION FEE:
LOCATION/SITE
ADDRESS:
2407 38th St Fort Pierce
PERMIT # 2104-0168
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
After inspection off footer, engineer detail on repairing/redoing footer
CONTRACTOR INFORMATION:
STATE Of FL REG./CERT. #: CGC1515114
BUSINESS NAME: Sunrise City Concrete Service
QUALIFIERS NAME: Roderick Waller
ADDRESS: 130 S Indian River Drive Suite 202
CITY: Fort Pierce STATE: FL
PHONE (DAYTIME): 772-201-2850
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME:
STATE:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
SLCCC: 9123109
Revised 06130/17
STATE:
ST. LUCIE CO CERT. #:
ZIP: 34947
FAX: 772-907-0420
r ram:
FAX:
ZIP:
ZIP:
DESIGNWEST ENGINEERS AND ASSOCIATES INC.
111 MONUMENT AVE.,KISSIMMEE,FL.34741
DESIGNWESTASSOC@AOL.COM
Revision 6-7-21
Property Address: 2407 38th Street
Fort Pierce FL 34981
Scope of work
Install Footer 12"x16"
Epoxy 1 #5 Rod and Pour 8"x16" C.M.0
PROVIDED SIMSON H5
@32"OC.STUD TO 2X6
PROVIDED SIMSON LSTA 24
@32"OC.STUD TO CMU
EXIST. 2X4 PLATE
EXIST. 2X6 PERM.JOIST CONTS—�
PROVIDED 2- 3/ 16 X1.5"
TAPCON @32"OC. TO CMU —
PROVIDED DRILL AND
EPDXY 1 #5 ROD W/SIMPSON
#ET INTO CMU
FIN.I GRADE
SCALE: 3/4"=V-0"
.j
DESIGN NEST ASSO IATE5, INC.
EXIST 2X4 STUDS @16" OC.
2X8 PERM.JOIST CONTS.
2X8 PERM.SHIM
XISTING CRAWEL SPACE
TYP.16"X32" CRAWEL SPACE
X 16" C.M.U.
COMP. @ 95%
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J 5�,.•��CENgF . � i
NO. 33134
STATE OF
////////ONA1 ;
NOTE: REINFORCEMENT BARS ARE TO BE #5 BAR GRADE 40 UNLESS OTHERWISE NOTED.
FOOTING ARE TO BE DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY @ 95%
Digitally signed by
Wayne Gandy
Reason: Printed
copies of this
document are not
valid. Signatures
hereon must be
veriied This
docoment has been
electronically sealed
by Wayne Gandy, P.E.
Date: 2021.06.08
10:11:31-04'00'
ULTIMATE DESIGN WIND SPEED= 160 MPH
NOMINAL DESIGN WIND SPEED= 139 MPH
RISK CATEGORY= B
RISK EXPOSSURE= C
SUNRISE CITY CHDO.INC. COMPONENT & CADDING = ASCE7-10 BUILDING H.<60FT LOW RISE
PROJECT: 2407 38TH STREET EXPOSSURE= .18
FORT PIERCE, FL. ENGINGEERING DESIGN CRITERIA MEETS OR
EXCEEDS 2020 7TH EDITION FLORIDA BUILDING CODE,SECTION R601. FBC. 1603.1
FACTOR= 1.0 INTERNAL PRESSURE COEFFICIENT= + .25. 3.
WINDOWS, DOORS, AND CLADDING ARE TO BE DESIGNED TO MEET
CONSTRUCTION 160 MPH WIND SPEED WITH 3 SECOND GUST FBC 107.3.5