HomeMy WebLinkAboutREVISION 1-10-22&FICE USE ONLY:
DATEFD
REVISIG
S AMD
XD: doz — - PERMIT #
q FEE: 0 0 RECEIPT #
PLANNING &
DEVELOPMENT SERVICES
BUILDING 4
CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT P IERCE, FL 34982-5652
(772) 462-1553
APPLICATION
FOR BUILDING PERMIT REVISIONS
PROJECT
INFORMATION
LOCATION/SITE
ADDRESS:
ACQUAVIST LOT 2
4416 N. HIGHWAY Al A
DETAILED DESCRIPTION OF PROJECT'
"VISIONS:
DESIGN SIDE ENTRY DOOR LANDING & STEPS
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CGC 1527445
ST. LUCIE CO CERT. #: 31143
BUSINESS NAME: ARTAR CONSTRUCTION 1-1-0,
QUALIFIERS NAME: ARMANDO REYES TOLED6
ADDRESS: 13360 SW 40 STREET
CITY: MIAMI STATE:
FL ZIP: 33175
FAX:
PHONE (DAYTIME): 786-344-3855
OWNER/13UILDER INFORMATION:
NAME: VENETIAN ADMINISTRATION LLC
ADDRESS: 7400 W. FLAGLER STREET
CITY: MIAMI
STATE: FL ZIP: 33144
FAX:
PHONE (DAYTIME: 786-512-4484
I-xn%_xlll
NAME: DAVID S. KNIGHT, P.E.
ADDRESS: 234514th AVENUE, SUITE 3
CITY: VERO BEACH
PHONE (DAYTIME): 772-569-5505
SLCCC.- 9123109
Revised 0613 0/17
I —
STATE: FIL
FAX: NA
RECEIVE ! D
JAN 10 21022
St. Lucie County
Permiftind
ZIP: 329620
REVISION
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
Y
-4,
5TEP5 fORMED
fK0M LAND5CAPE
BLDCK5
F
6"
,1,6"
6"
6"
\-\\7
C?
LEVEL LANDING
@ DODKWAY
4W 41-011
4'- 1 1"
F-1
<
TERRACED LAND5CAPE RETAINING WALL
WALL (LAND5CAPE BLOCK5)
@ I`P0PffKTY LINE
0�
DESIGN BY
DSK
SIDE ENTRANCE
AcquaVista LOT 3
KMA Engineering & Surveying, LLC
DRAWN BY
PMp
LANDING DESIGN
EXTERIOR HARDSCAPE
Consulting Engineers SUrV I
8OR Palm In ' ". 401 Vt. ..,,70,1 3,960
Phone: ( PF0. .
772) 7015505 !1�47T)'569-1455 E-Mail: eivil@krnafl.com
Certificate of Authorization Number: 33705
KMA
7s-
CALE
112"= 1. -01,
1
1
DATE
01-10-2022
5TEP5 FORMED
FROM LAND5CAPE
13LOCK5
C?
`J/
6
6" — -----
-N-k
C?
C�
LEVEL LANDING
@ DOORWAY
41-01, e
I
I,
T
N
<
X
TERRACED LAND5CAPE M RETAINING WALL
WALL U) (LAND5CAPE BLOCK5)
@ PPOPERTY LINE
DESIGN BY
DSK-
SIDE ENTRANCE
LANDING DESIGN
AcquaVista LOT 2
EXTERIOR HARDSCAPE
KMA Engineering & Surveying, LLC
Consultinix Endneers SUry s
80 R a 4 Vt. Beiie.Voff 32960
01
91 Palm Pointe. guite I
Phone: (772) 9Y6 5505 Fax: (772) 569-1455 E-Mail: civil@kmafl.com
KMA
DRAWN BY
p p
TCALE
112"= T-O"
DATE
01-10-20-22
Certificate of Authorization Number: 33705
r-'a
a a, -
CODE COMPLIANCE
ST. LUCIE COUNTY
one-f-
DESIGN CRITERIA (FBC �Wr
WIND SPEED = 160MPH Vult
RISK CATEGORY = I
EXPOSURE D
ENCLOSURE OPEN
IMPORTANCE FACTOR (ASCE7) = 0.77
GENERAL NOTES & SPECIFICATIONS
SOIL PROPERTIES:
120 Ib/d (SATURATED SOIL) p
COEf f ICIENT of FRICTION = 0.40 Q
INTERNAL ANGLE of FRICTION = 30'
501L PRESSURE COEFFICIENT = 0.33 = Ka
FORCE (ACTIVE PU55UPE)
ffa .5(Fa)h where Fa = Kaph
Pa (.33)* 120*2.5 = 30 Ib/5f
Fa .5*(99)*2.5 = 123.75 pIf
SLIDING RESISTANCE
Wt = WW + ft + W5
Wt = 250 + 90 + 150 = 490 pif
fff = QWt = 0.4*450 = I OG pIf
19G/I 23-75 = 1.58 > 1.5 ... 0 KJ1
1 THE CONTRACTOR AND TRADES SHALL VERIFY ALL DIMENSIONS AND
CONDITIONS PRIOR TO BEGINNING ANY WORK. THE CONTRACTOR
SHALL NOTIFY KMA ENGINEERING OF ANY DISCREPANCIES OR
CONFLICTS PRIOR TO THE START OF ANY CONSTRUCTION.
COMMENCING WORK MEANS ACCEPTANCE OF ALL CONDITIONS. KMA
E-NGINEERING—WILL—NO-T—BE—RESP-ONSIBLE—IN—ANY—WAY—EO.g
CORRECTION OR MODIFICATION TO THE WORK.
2. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 6TH EDITION
(2020) AND ALL APPLICABLE FEDERAL, STATE & LOCAL CODES.
CONTRACTOR IS ADVISED TO CONSULT WITH KNIGHT MCGUIRE &
ASSOCIATES PRIOR TO CONSTRUCTION TO DISCUSS THE
REQUIREMENTS OF ALL SUCH APPLICABLE AUTHORITIES.
3. DO NOT SCALE THE DRAWINGS. DIMENSIONS ARE PROVIDED. THE -
CONTRACTOR SHALL BE RESPONSIBLE FOR RESOLVING ANY
DISCREPANCIES PRIOR TO COMM ENCING/CONTI NU ING WORK.
4. INSTALL ALL EQUIPMENT AND PRODUCTS IN ACCORDANCE WITH THE
MANUFACTURERS SPECIFICATIONS AND INSTRUCTIONS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH
ALL RELEVANT TRADES.
6. THESE DRAWINGS ARE NOT FOR CONSTRUCTION UNLESS STAMPED
"FOR CONSTRUCTION" AND SIGNED & SEALED BY THE ENGINEER OF
RECORD.
7. THE CONTRACTOR 5-PIALLYBE RESPONSIBLE FOR OBTAINING ALL
NECESSARY".PERMITS PRIORrT0 CONSTRUCTION, INCLUDING ANY AND
At I Pr:l r"WANIT TATC7 Akin I r)r'Al Al 1T[.-J001T1r:'Q
DAVID S.
OVERTURNING MOMENT
Move-r = Fa*h/3 = 103.1 pIf
Mr05 = .33Ww + 2Wb + 2.33W5
Mrc5 = 82 + 180 + 350 = GI 2
G 12/103.1 = 5.5 > 2.0 .... 0 rJ
MA50NRY CAP5TONE
#5 vert. IN FILLED CELL
COLUMN @ 24" O.C.
GROUT FILLED
LANDSCAPE MA50NRY
RETAINING WALL
C.
&*%
G" th,.k , 12" wta,
Kt M&F I M w
5PREAD FOOTING
(2500 p5t MINIMUM)
DATE: 01-25-2022 over CLEAN COMPACTED
GHT, P.E.
REG. No 41060 SAND FILL
1. :�
X M
M E
E -
N
3
n
> 0
Z Z
10
M
DESIGN BY DSK KMA Engineering & Surveying, LLC
DRAWN BY PMp RETAINING WALL AcquaVista LOT 2 Consultinja En2ineers & Surveyors
SCALE 1/2' = 1 '-0- 80 Royal Palm Po-inte_lruite 401 Vero Beac4, Fl.. 42960
DESIGN SPEC's EXTERIOR HARDSCAPE Phone: (772) 569-5505 Fax: (772) 569-1455 E-Mail: eivil@kmafl.com
Certificate of Authorization Number: 33705 KMA
DATE 01-24-2022 1