HomeMy WebLinkAboutConstruction Plans-XISTING FRONT
ELEVATION TO BE
RENOVATED
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EXISTING FRONT
ELEVATION TO BE
RENOVATED
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NOTE
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08nel and waled by Stanley
Farrest usinga Digital S%mture
and date. Printed mp1% fthis
docament are nut considered
sgned andseakdand the
signature must be verified an
any elaw..k wpks,
Stanley A
Forrest
2021.09.16
15:42:17
-04'00'
[E f
St. Lucie County
Permitting
EDMONDS
DRIVE FT PIERCE, FL.
CODES IN EFFECT:
FLORIDA BUILDING RESIDENTIAL 2O20
FLORIDA PLUMBING 2020
FLORIDA MECHANICAL 2020
NATIONAL ELECTRICAL CODE 2017 N.E.C.
REVIEWED FOR
(�ODE COMPLIANCE
y� LUCIE COUNTY
SOCC (.-)
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F.B.C. 7 th Edition (2020) & N.E.C. 2017
NOTE: PROPOSED "THIS WALL SECTION IS DESIGNED TO MEET OR EXCEED
170 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE
THESE PLANS ARE NOT VALID
FOR PERMITTING WITHOUT RAISED Approved By:
SEAL AND SIGNATURE OF THE
ENGINEER OF RECORD.
ANY ALTERATION OR USE OF _
Tt'ESE PLANS WITHOUT CONSEN i STANLEY FORREST
OF SAID ENGINEER SHALL Florida Reg. No.
CONSTITUTE FRAUD AND IS A
CLEAR VIOLATION OF CHAPTER
471 OF THE FLORIDA STATUTE.
Date
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PLEASF
NOTE
ONLY
REPLACING
THE 2x8
OUT SIDE
J Ld I I I If y /A
Forrest
•ty"�s{xTt
This Item
has been e1wromoally
Wmd and sealed by Stanley
q'tsin
I`Nc Forrest u gateld�ftalSisnatore
oLey
M date . 5 of this
1*1 All"do
' "'I K� wment am not ccopnis!id �,d
2021
6
, I stned an d sealed and the
signature -- be v flfied on
.09.1
any ejectmoic coples.
15:43:16
-04'00'
A " n r\k I n rl A
vv/ FIBER MEN
�POR BARRIER
C,
24
2411 x 24" x 24 deep footer
@ each column base
0
T-
.......... - ......
- - - - - - - - - --
20" wide stem wall footer
---------- ------
21 11j Z �:11 111i & 21-011 1,21-011
.1 9.-1111 6,-11j"
Ir \\Z'2410 x 24" x 24 deep footer--/ 451—On
@ each column base
C14
v4-
A' 4 '
CN
,�j/\�\\\/�\\
2
0 `/
10%20" STEMWALL FOOTING
W/ (3) #5- RODS CONT. ��%%/j�
STEP DOWN
SCALE: 3/4"=1'-0"
4" CONC. SLAB W/ FIBER MESH
OVER 6 MIL VAPOR BARRIER
'A Al A
A A A
N SLAB DETAIL
CLEAN, COMPACTED,
TERMITE TREATED FILL
6'-lign zz 21-0111
'-Z2411 x 24" x 24 deep footer
-----------------
3" STEEL COLUMN
APPED W/ 1 " HANDI TRICY
2X8 DECK
DGER FASTENED TO TOP OF
'EEL POST
- - - - - - - - - - - — N.-
cis
tr
-----------
----------------
" STEEL COLUMNS (TYPICAL)
TOM / TOP
10
��NCRETE SPECS
2500
P.S.I.
IN
28
DAYS
I-OOTERS- 2500
P.S.I.
IN
28
DAYS
LINTELS- 3000
P.S.I.
IN
28
DAYS
QLLED CELLS- 3000
P.S.I.
IN
28
DAYS
CODES IN EFFECT:
FLORIDA BUILDING CODE 2020
FLORIDA BUILDING RESIDENTIAL 2020
FLORIDA PLUMBING 2020
FLORIDA MECHANICAL 2020
NATIONAL ELECTRICAL CODE 2017 N.E.C.
NOTE:
THESE PLANS ARE NOT VALID
FOR PERMITTING WITHOUT RAISED
SEAL AND SIGNATURE OF THE
ENGINEER OF RECORD,
ANY ALTERATION OR USE OF
THESE PLANS WITHOUT CONSENT
OF SAID ENGINEER SHALL
CONSTITUTE FRAUD AND IS A
CLEAR VIOLATION OF CHAPTER
471 OF THE FLORIDA STATUTE.
INTERIOR BEARING WALL
- DENOTES #5 - ROD IN FILLED CELL
F.B.C. 7 th Edition (2020) & N.E.C. 2017
PROPOSED THIS WALL SECTION IS DESIGNED TO MEET OR EXCEED
170 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE
Approved By:
STANLEY FORREST
Florida Reg. No.
is
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