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DATE FILED: PERMIT# O f
REVISION FEE: �`-j _�� RECEIPT#
PLANNING&DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION DECEIVED
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
{ \� c
(772)462-1553 -
St.Lude County
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
ACQUAVIST LOT 2
4416 N.HIGHWAY Al A
DETAILED DESCRIPTION OF PROJECT.
REVISIONS:
RETAINING WALL DESIGN
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CGC 1527445 ST. LUCIE CO CERT. #: 31143
BUSINESS NAME: ARTAR CONSTRUCTION LLC
QUALIFIERS NAME ARMANDO REYES TOLEDO
ADDRESS: 13360 SW 40 STREET
CITY: MIAMI STATE: FL. ZIP: '33175
PHONE(DAYTIME): 786-344-3855 FAX:
OWNER/BUILDER INFORMATION:
NAME: VENETIAN ADMINISTRATION LLC
ADDRESS:7400 W.FLAGLER STREET
CITY: MIAMI STATE: FL ZIP: 33144
PHONE(DAY'TINIE: 786-512-4484 FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: DAVID S.KNIGHT,P.E.
ADDRESS: 2345 14th AVENUE,SUITE 3
CITY: VERO BEACH STATE: FL ZIP: 329620
i
PHONE(DAYTIME): 772-569-5505 FAX: NA
s:e
SLCCC: 9/23/09
Revised 06130/17 V'IF
}
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SOIL PROPERTIES:
_ 120 lb/of(SATURATED SOIL) = p
COEFFICIENT of FRICTION = 0.40 = S2
INTERNAL ANGLE of FRICTION = 30° -= FINISH GRADE
SOIL PRESSURE COEFFICIENT = 0.33 = Ka
DESIGN CRITERIA (FBC 2020) FORCE (ACTIVE PRESSURE) X
Fa = .5(Fa)h where Pa = Kaph E
WIND SPEED = 16OMPH Vult Pa = (.33)'1 20`2.5 = 99 Ib/sf �? n
RISK CATEGORY = I Fa = .5'(99)'2.5 = 123.75 plf
N — N
EXPOSURE = D II
EN
CLOSU
RE = SLIDING RESISTANCE
IMPORTANCE FACTOR (ASCE7) = 0.77 Wt = 5 + 4 + W5 1H 0.5'
1
Wt = 250 + 90 + 0 = 90 plf
Ff = QWt = 0.4'490 = 19G plf 0 ,
19G/123.75 = 1.58 > 1.5...OK1
GENERAL NOTES & SPECIFICATIONS OVERTURNING MOMENT o
Mover = Fa'h/3 =103.1 plf
1. THE CONTRACTOR AND TRADES SHALL VERIFY ALL DIMENSIONS AND Mre5 = .33Ww + 2Wb + 2.33W5
CONDITIONS PRIOR TO BEGINNING ANY WORK. THE CONTRACTOR Mre5 = 82 + 180 + 350 = GI 2
SHALL NOTIFY KMA ENGINEERING OF ANY DISCREPANCIES OR G12/103.1 = 5.9 > 2.0....OK!
CONFLICTS PRIOR TO THE START OF ANY CONSTRUCTION.
COMMENCING WORK MEANS ACCEPTANCE OF ALL, CONDITIONS. KMA
ENGINEERING WILL NOT BE RESPONSIBLE IN ANY WAY FOR
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. MASONRY CAPSTONE
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 #5 vert. IN FILLED CELL /'•., i
DISCREPANCIES PRIOR TO COMMENCING/CONTINUING WORK. COLUMN @ 24"o.c. Xj�/ /
4. INSTALL ALL EQUIPMENT AND PRODUCTS IN ACCORDANCE WITH THE E E
MANUFACTURERS SPECIFICATIONS AND INSTRUCTIONS. O �'' i % •
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH
ALL RELEVANT TRADES. jam.
6. THESE DRAWINGS ARE NOT FOR CONSTRUCTION UNLESS STAMPED GROUT FILLED /
- /•,:/,... yea% /@"�1
"FOR CONSTRUCTION" AND SIGNED & SEALED BY THE ENGINEER OF LANDSCAPE MASONRY—
RECORD. RETAINING-WALL
7. THE,CONTRACTOR,.SHALL BE RESPONSIBLE FOR OBTAINING ALL
NECESSARY. PERMITS --PRIOR TO CONSTRUCTION, INCLUDING ANY AND
ALL RF LEVANT' FEDERAL, STATE, AND LO AL AUTHORITIES- �n
r
` _��RE G"thick x 12" wide � 1�_2�� �!
> 0"VI 10 SPREAD FOOTING ,ry
(2500 p51 MINIMUM) 6
DATE: 01-25-2022 over CLEAN COMPACTED m
DAVID S. KNIGHT, P.E. REG. No 41060 SAND FILL
DESIGN BY DSK I KMA Engineering & Surveying, LLC
DRAWN BY PMP RETAINING WALL AcquaVista LOT 2 Consulting En
ineets&Surveyors
SCALE 1/2"=1'-0" 80 Royal Palm Pointe uite 401 Vero Beach Fl.32960
DESIGN S P E C s EXTERIOR HARDS CAPE Phone:(772)569-5505 Fax:(772)569-1455 E-Mai(:civil@kmafl.com K M A
DATE 01-24-2022 Certificate of Authorization Number:33705
FNOINEFAMO[SIIRIEYINO