HomeMy WebLinkAboutREVISION 1-10-22OFFICE USE ONLY:
DATE FILED:
REVISION FEE: 0 0
LOCATION/SITE
ADDRESS:
ACQUAVIST LOT 3
4422 N. HIGHWAY Al A
By
PERMIT # /
4
01 "o
y8p N?10
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CbDE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652 RECEIVED
772) 462-1553
JAN 10 2022
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION St. Lucie County
I Permitting
I
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
DESIGN SIDE ENTRY DOOR LANDING & STEPS
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
PHONE (DAYTIME: 786-512-4484
STATE: FL
ARCHITECT/ENGINEER INFORMATION:!
NAME: DAVID S. KNIGHT, P.E.
i !
ADDRESS: 234514th AVENUE, SUITE 3
CITY: VERO BEACH
PHONE (DAYTIME): 772-569-5505
ST,kTE: FL
rl'kA.
r,A_X: NA
10
ZIP: 33144
ZIP: 329620
1[`40DE COMPLIANCE
ST. LUCIE COUNTY
I DESIGN CRITERIA (FBC__2_62_0)_j
WIND SPEED = 160MPH Vult
RISK CATEGORY = I
EkPOSURE D
ENCLOSURE OPEN
IMPORTANCE FACTOR (ASCE7) = 0.77
GENERAL NOTES & SPECIFICATIONS
501L PROPERT-IES:
120 ILI/cf (SATURATED 501Q = p
COEFFICIENT of FRICTION = 0.40 = Q
INTERNAL ANGLE of FRICTION = 30'
501L PRESSURE COEFFICIENT = 0.33 = Ka
FORCE (ACTIVE PRESSURE)
Fa .5(Pa)h where Pa = Kaph
Pa (.33)* 120*2.5 = 99 lb/sf
Fa .5'(99)'2.5 = 123.75 pIf
SLIDING PE51STANCF
Wt = WW + Wb + W5
Wt = 250 + 90 + 150 = 490 pIf
Ff = QWt = 0.4*490 = 19G p(f
19GI 123.75 = 1.5.5 > 1.5 ... 0 KJI
OVERTURNING MOMENT
KA- = P: - L 1-2 n
a = I -. I PITI . THE CONTRACTOR AND TRADES SHALL VERIFY ALL DIMENSIONS AND Mre5 = .33Ww + 2Wb + 2.33W5CONDITIONSPRIORTOBEGINNINGANYWORK. THE CONTRACTOR Mre5 = 82 + 180 + 350 = G1 2SHALLNOTIFYKMAENGINEERINGOFANYDISCREPANCIESORG12/103.1 5.9 > 2.0 .... D r,1CONFLICTSPRIORTOTHESTARTOFANYCONSTRUCTION.
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—SHALE--CONFORM TG -FLORIDA--
2020) AND ALL APPLICABLE FEDERAL, STATE & LOCAL CODES. MASONRY CAP5TONE
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
DISCREPANCIES PRIOR TO COMMENCING/CONTINUING WORK. COLUMN @ 24'o.c.
4. INSTALL ALL EQUIPMENT AND -PRODUCTS IN ACCORDANCE WITH THE s.
E
E
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 GROUT ff ILLED
RECORD. RETAINING WALL
THE CONTRACTOR S-HALL.-BE RESPONSIBLE FOR OBTAINING ALL
FOR CONSTRUCTION" AND SIGNED & §EALED BY THE ENGINEER OF LANDSCAPE MASONRY-
7.
NECESSARY PERMIT S PRIOR TO CONSTRUCTION, INCLUDING ANY AND
ALL RELEVANT FEDERAL, STATE, AND LOCAL AUTHORITIES.
MEMI I CIONG" thick x 12" R V SPREAD FOOTING
2500 p5i MINIMUM)
DATE: 01-25-2022 over CLEAN COMPACTED
DAVID S.VIGHT, P.E. REG. No 41060 SAND FILL
DESIGNBY DSK I
KMA Engineering & Surveying, LLCDRAWNBYPMRETAININGWALLAcquaVistaLOT2
Consuffinp E%ineers & SurveyorsSCALE1/2"= V-0" HARDSC 80 Rgyal Palm Po r 1] a 16
te, uite 401 Vero Beach, Fl. 32960
DATE 022
DESIGN SPEC's EXTERIOR APE Phone: (772) 69-5505, Fax: 772) 569-1455 E-Mal : civil@kmafl.comL I I Certificate of Authorization Number: 33705 KMA