HomeMy WebLinkAboutRevisionOFFICE USE ONLY:
DATE FILED: �' t3i b ?
REVISION FEE: 7��• o
LOCATION/SITE
ADDRESS:
330* e
PERMIT # ) %O �• 0 J 8 8
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
APPLICATION FOR BUILDING PER REVISION
PROJECT
INFORMATION
ACAL OR., F7. Pi c R-CE, F . " 349 +f9
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
A PO L" 'v `` CoNCtETE C&P.5 AT 3ACE cF W OuP fa,"f Ixraced WALL
To MEET CODE
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: R !3 o v 2 ,? q o G ST. LUCIE CO CERT. #: if P4
BUSINESS NAME: r-ACT CaA.s7 A um vum
QUALIFIERS NAME: CA AR LMS 0 E k kE R
ADDRESS: q) 3 Eow&kvs a 0A D
CITY: JET. PIEttCE STATE: FL ZIP: 34�982
PHONE (DAYTIME): 77 2 - S/ G 4- 7G c c FAX: "7 72. 4 L (- 7 6 d3
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME:
ZIP:
ARCHITECT/ENGINEER.INFORIMAJIL IJ 0 KY u � " " • COPY.
NAME: FLoziPA fENGrNEERlPCr LLC -
ADDRESS: 14y94 774MIAMt TI<._ ATE 9/1f. - -
CITY: N-27 04A►R ZoTTE STATE: FL- ZIP: 3 9 8 0 -;.. ,rPgi
PHONE (DAYTIME): FAX 1 i�
®�
SLCCC. 9123109 SAT �T �T BE l
Revised 06130/17 P
Ulm'
Permitting Department
St. Lucie County, FL
- •� FFE',, Florida Engineering LLC
g 9
4456 Tamiami Trail, Suite 1314 Port Charlotte, FL 33980-2101 www.flengineeringllc.com Phone: (941) 391-5980
Certificate of Authorization #30782
August 29, 2018
Steven Moraga, P.E.
Thomas P. Arnett, P.E.
13630 58th Street North Suite 101
Clearwater, Fl. 33760
Re: Change of Engineer of Record
Project: Sigismondi
3304 Caracal DR.
Ft. Pierce, FI.
Dear Sirs:
This Letter is intended to notify you that I will be succeeding you as the engineer
of record for the structures at the above referenced location per the
requirements of the Florida Administrative Code 61G15-27.001. More specifically,
1 will be taking all professional and legal responsibility for the documents 1 sign
and seal as they relate to the adoption of the project.
Sincerely,
FIlEtrigineerr'n,, LLC
Cundeson, P.E.
resien
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5/8" STUCCO OVER FELT
BACKED LATH OVER
MOISTURE BARRIER OVER
1/2" PLYWOOD SHEATHING
2X6 STUDS C&D 16" O.C.
2X4 MD -POINT BLOCKING FOR
WALLS 9'-0" MAX..
1/2" DIA. GYP. BOARD OR
UNFINISHED
2x6 studs 16" oc
double top plate with
H2.5 at each stud
Single PT bottom plate
with 112.5 at all studs
R-22 Insulation
Exterior
5/8" Stucco finish over
paper backed metal lath
and 1/2" plywood
sheathing.
Interior
1/2" water resistant
drywall or unfinished
TH
AR
E PLANS AND AL
OBJECT TO ANN
L PROPOSED WO
REQUIRED
NIA
BY FIELD It
r
CORRECTIONS
PECTORS THAT
CO
I IE NECESSARY 11
LY WITH ALL APPL
J ORDER TO
ICABLE CODES.
New 6" concrete curb
Existing Slab
Exterior Non -Load bearing wall detail NTS
R22 INSULATION
(MINIMUM)
SIMPSON H2.5 @
EACH STUD BOTTOM
2X6 P.T. BOTTOM PLATE
(2) LAYERS PAPER/W
MESH TO 15E WRAPPED IN 1/4"x4" tapcon into new curb 24" oc
FRONT OF WEEP SCREED
�T.O. SLAB o'-O' New 6"x6" 3,000 psi concrete curb Drill, Epoxy, Pin 4" 1 1 Q
J - - - - - - / #5 into existing slab 24" oc and 145 cont. in new curb. Permit � 170 8 — O 1 V 8
GRADE
WEEP SCREED MIN. 4 Existin slob7,'z?F�
ABOVE SOIL OR MIN.
2" ABOVE CONCRETEQ�'4 a
:E COL T1' IDL�lI,B C� Dh IG� m s
..
FIR
A. -D nPN11T MUST BE KEPT JOB . �
EXTE1Z101z FRAMED WALL SECTION
CTIO=i WILL BE INUDE.
NTS
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