HomeMy WebLinkAboutRevisions; Changed from Termite Spray to Boracore TreatmentOFFICE USE ONLY:
DATE FILED: L 1. -f q
REVISION FEE:
i
PERMIT #
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462.1
APPLICATION FOR BUILDIN P ,
PROJECT INFORMATION
LOCATION/SITE
ADDRESS: ``� y�
I � li i 1 rIPA- (-A
DETAILED DESCRIPTION OF PROJECT
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME: rE-�
ADDRESS:
CITY: Se STATE:
PHONE (DAYTIME):
OWNER/BUILDER INFORMATION:
o
CITY:
PHONE (DAYTIME:
S lA'lb:
ARCHITECT/ENGINEER INFORMATION:
ST. LUCIE CO CERT. #:
FAX:
FAX:
ZIP:
LW:
NAME: �til�i��er
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME): FAX:
SLCCC. 9123109
Revised 06130/17
t
Headquarters: Mk As
11345 U.S. Highway 1
Sebastian, FL 32958 An
Orlando:
723 Progress Way
,Sanford, FL_ 32-771.
November 21, 2019
Building Official
St. Lucie County Building
and Code Regulations Division
2300 Virginia Ave.
Ft. Pierce, FL. 34982
Re: Ando Building Corp.
Holland Residence
1836 Wildcat Cove Drive
Ft. Pierce, Florida
Permit #: 1906-04695
KSM # 191784-chg
Dear Sir:
ENGINEERING
ANOTE'STING
Mailing:
P.O. Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A. # 5693
KSMengineering.net
RECEIVED
NOV 2 5 2030
ST. Lucie County, Permitting
At the request of the contractor a Liquid Borate Product ("Bor-A-Cor") may be used in lieu of
the termite treated soils originally specified. All termiticides shall comply with Section R318
of the Florida Building Code 6t' Edition (2017).
Should you hakqj� amyl j9pestions, please do not hesitate to call me.
R CE/y
's'. '•.•gyp �.
L '
8
Julie E=l he OF REVISION
Presid68�6 •�ORIOP G�'�:
SS�ONAL
JEK/Ics
cc: Ando Building Corp.
Proudly Serving Florida since 1990
�N�
J
OFFICE USE ONLY: J
DATE FILED: / �! [3 ! I S PERMIT #
REVISION FEE: RECEIPT it
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE,
FORT PIERCE, FL 34982.5652
(772) 462.1553
-k
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS`.
Isso
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. ##: C Cl C 01 S 15 0
BUSINESS NAME: 0 Gf -A tsmx) C
QUALIFIERS NAME: ,I� E=
ADDRESS: SSq S�-AASiAJAI Gx.y)s.
CITY: Sfll'rVl. STATE: f1--
PHONE (DAYTIME):, 719 - Lis
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY: 60+M-r►Q STATE:
PHONE (DAYTIME:
ARCS ITECT/ENGINEER INFORMATION:
NAME: 1`I S ft tyx-0f fi Vl & I
ADDRESS: 1 l �� 15 1-k
CITY: Sir-u s l ► m STATE:
PHONE (DAYTIME):
SLCCC: 9123109
Revised 06130117
1
ST. LUCIE CO CERT. #:
ZIP: _
FAX: ' 594 -
='L- I ZIP: 54135
FAX:
FIL
COFY
FL ZIP:
�_�'r:
NOTES: WELDED WIRE MESH IN SLAB
SHALL EXTEND OVER FOOTERS.
TOP STEEL SHOWN ON ORIGINAL
FOUNDATION PLAN STILL APPLICABLE. RECEIVED
NOV 0 6 A19
REVISION ST, Lucie County, Ptlf'IilittIRg
°
�a
d
•
'. e2
a
20" X 20" MONLITHIC FOOTER
W/ (2) #5 BARS TOP & BOTTOM 2.011
AND #3 STIRRUPS @ 6' O.C. Fl
py
I&Q
iEw m�
CODE COMPLIANCE • l�ll��l
ST. LUCIE COUNTY
REVISED MO"EITHIC
FOOTER0309 DETAIL
NO SCALE ��� �� E;•!�E(� �ij-
ST OF'
PROJECT: ANDO BUILDING CORP., HOLLAND RESIDENCE, 1836 WILD PIERCE
SHEET 1 OF 1 ' ��IN�IEEl
JULIE E. KELLER P.E. DRAWN BY: D.B.
P.E. # 68366 DESIGNED BY:J.K.
PERMIT # 1906-0469 BREVARD 321-766-8488 , I ANC JESTING E. DAHLKE P.E.
P.E. # 81439 DATE: 11-5-2019
PROJECT # 191784 INDIAN RIVER 589-0712 SCALE: NONE
ST. LUCIE 772-229-9093 P.O. BOX 78-1377 SEBASTIAN FL. 32978-1377 C.A. # 5693
Headquarters ENGINEPIW
G
Mailing
� IL �
11345 U.S. Highway 1 PO Box 78-1377
Sebastian, FL. 32958 AN0 TESPhoneti772 589 07
Orlando Il12
723 Progress Way C.A.# 5693
Sanford, FL. 32771 SOIL COMPACTION REPORT KSMengineering.net
ASTM D 1557 and ASTM D 2922
REVISED: November 5, 2019
DATE TESTED:. November 1, 2019 KSM JOB.#: 19.1273-1d/CH/cv
PERMIT M 1906-0469
CONTRACTOR: Ando Builders
JOB LOCATION: 1836 Wildcat Cove Drive
Fort Pierce, Florida
ITEM TESTED: -
Compacted Foundation Fill for the House Pad
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1. S.W.
0" -12"
50
111.3 113.3,
98.2%
2. N.W.
43
110.0
9.7.1%
3. Center
48
111.1
98.1%
4. S.E.
45
'110.7
97.7%
5. N.E.
49
111.2
98.1%
114.0
W I
Soil Description: I I I I I I
Brown Sand with Some Clay G I I I I I
H I
In Place Moisture: T 113.0 -1— • • — I _ _ I _I _ I _ I _
9.7% I I I I I I
P
Optimum Moisture:
I
11.0% C I I I I I I
Max. Dry Density: P.C.F. F-
113.3 I I 1 I
@ Test Locations The D I I I I
Density & Penetrometer R I I I I I
Readings Indicate the Y111.0
I I I I I
Degree of Compaction Meets 8 9 10 11 12 1.3 14
1ti1 III I/�
Minimu�KXIQ' irr ��i��
for >t�s`t �u+ld' o
Vim. � Moisture - /o of Dry Weight
Re3pe u IV% d:,� �
Disclaimer: Contractor is responsible to maintain
cc
the building pad in the condition that KSM
ATE. ICI
` completed the indicated passed compaction test.
Brya e9,�,9'�C��.` KSM is not responsible if the building pad has
1/ 0 been altered from the approved inspected
PE # 81439 ' <<I 111% 11/5/2019 condition..
Email to: andooffice20l5@gmail.com; St. Lucie County Building, Department
Proudly Serving Florida since 1990 /