HomeMy WebLinkAboutREVISION 7-2-19tsr - f-.,,4* i- q—. ,,
OFFICE USE ONLY:
SCANNEDD.s(TE FILED: I \ 3' \" PERNUT#
REVISION FEE: lc - % RECEIPT#
R E C Ez- I—VE:- 5 - — PLANNING & DEVELOPMENT SERVICES
LL—' SGANNW BUILDING& CO E REGULATION DIVISION -
L' V
JU2300VIRGINIAAVENUEJUL
FORT PIERCE, FL 34982-5652
Luc772) 462-1553 ST, Lucie CoUrIty
A I FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
4422 HIGHWAY AIA - QUEENS ISLAND PRESERVE .—C-MISTAT LOT3
DETAILED DESCRIPTION OF PROX
REVISIONS:
Adjustments to frangible slab design per contractor construction
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CGC047289
BUSINESS NAME: UBALDO BLANCO GO INC
QUALIFIERS NAME: UBALDO BLANCO
ADDRESS: 437 GOLDEN ISLE drive APT-8F
CITY: HARMONY STATE:
PHONE (DAYTIME): (786) 512-5717
ONVNER/BUILDER INFORMATION:
NAME: VENETIAN ADMINISTRATION LLC
ADDRESS: 7400 FLAGLER AVENUE
CITY: MIAMI
PHONE (DAYTIME-
ARCHITECT/ENGINEER INFORMA
NAME: KNIGHT MCGUIRE & ASSOCIATES
ST. LUCIE CO CERT. #: 30970
ZIP: 33009
FAX:
STATE: FLORIDA ZIP: 33144
FAX:
ADDRESS: 80 ROYAL PALM POINTE SUITE 401
CITY: VERO BEACH STATE: FLORIDA ZIP: 32960
PHONE (DAYTIME): (772) 569-5505 FAX: (772)569-1455
Revised 06130117
SLCCC.- 9123109 nffw""EV ISION F11
Knight, McGu e & Associates, hic.
Consulting Engineers and Planners
80'.Royal Pahn Pointe, Suite 401
Vero Bea* Florida 32960
David S. Knight, P.E. Phone: (772) 569-5505
Scott B. McGuire, P.E. Fax: (772) 569-1455
June 24, 2019
Planning & Development Department RECEIVED
Building & Code Regulation Division
St. Lucie County J U L 0 2 "2192300VirginiaAvenue
Ft. Pierce, FL 34982 ST. Lucie County, Pci-mitting J
RE: AcquaVista Lot 3 (a.k.a. Queen Island Preserve, Block A, Lot 3)
PERMIT #1901-0543
To Who It May Concern:
The following clarifications and modifications for the above mentioned project/permit numberI
shall be completed in accordance with the variations from the permitted design, as detailed
below:
1. The following detail is provided for floating, fra lgible slabs to be constructed where
rShearWallFootingsandTransitionCapswerepoured independently of the slabs. All
cracking and settlement control is the responsibility of the contractor.
refer to TYPICAL WALL
I 2"Jeep x 244,vode THICKENED EDGE (5heet 5-10) for
I'RANG151-I! - NO STEEL REINFORCEMENT— construction sper
300op5i flt3ffRME5H CONCRETE - TYPICAL
WHERE MNGIDLE SLAB ABUTS PERMANENT
FOUNDATIONS (51-lffARWALL FOOTINGS AND
TRANSITION CAPS)
4' thick 3000p5i CONCRETE 5LA13 -
FIBEKME51-i REINf. - FRANGIBLE -
SAW CUT into 5&max. SECTIONS -
refer to plans for cut locations
T
termte:
J r'Md 4r iriia' fill
den 4c;ted 95%
dry den5lty)
224'x 24"deep FOOTING wl (3) #5'5 CONT, (top
bottom) #3 5TIRR.UP5 @ I G" O.C. - TYPICAL at
ALL SHEAF, WALI-5 * ELEVATOR WALLS
Cordially,
David S. Knight, P.E.
FL Reg. No. 41060
12019
C-
APPLY WATERPROOFING TO
nry MASONRY WALLA MINIMUM 12'
ABOVE ADJACENT 1`11,1151-1 GRADE
NOT REQUIRED WdffRE FLOOR
ELEVATION IS G'OR. MOPE
ABOVE FIN15H GRADEN
I'lNeN GRADE
7,
@ edge of
n (BELOW)
PAN5ION MATERIAL
per CONTRACTOR.
P
4"3000p5i CONCRETE
OVERFOUP
GxG 10/ 10 W.W,M -
2-widp- STRIP)
STANDARD
HOOK
3 MIIN,PILE
22'. EMBEDMENT
MI
I rl.,
TYPICAL AUGER. CAST FILE
I., . . . ...... I ...... ...... 110 1-IfticitREFERTODETAILS
REVIEWED FOR
CODE COMPLiANCE
ST. LUCIE COUNTY
BOCC