HomeMy WebLinkAboutREVISION 7-2-19�r dA14�
OFFICE USE ONLY: c�
DATE FILED: to 1
REVISION FEE: ��o • �'S
PERMIT #
RECEIPT # �53a 11
PLANNING & DEVELOPMENT SERVIC r
_
BUIZIDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772) 462-1553
i ST. L.eciQ QOWICy, Permlttinf,
APPLICATION FOR BUILDING PERMIT REVISIONS -
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
4410 HIGHWAY Al A -QUEENS ISLAND PRESERVE aka ACQUAVISTAT LOT 1
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Adjustments to frangible slab design per contractor construction methods.
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CGC047289
BUSINESS NAME: UBALDO BLANCO GC INC
QUALIFIERS NAME: UBALDO BLANCO
ADDRESS: 437 GOLDEN ISLE drive APT-8F
CITY: HARMONY I STATE: FLORIDA
PHONE (DAYTIME): (786) 512-5717
OWNER/BUILDER INFORMATION:
NAME: VENETIAN ADMINISTRATION LLC
ADDRESS: 7400 FLAGLER AVENUE
CITY: MIAMI
PHONE (DAYTIME:
RECEIVED
JUL ® 2 2019
ST. LUCIE CO CERT. #: 30970
FAX:
STATE: FLORIDA
FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: KNIGHT MCGUIRE & ASSOCIATES
ADDRESS: 80 ROYAL PALM POINTE SUITE 401
CITY: VERO BEACH
PHONE (DAYTIME): (772) 569-5505
STATE: FLORIDA
ZIP: 33009
ZIP: 33144
_ ZIP: 32960
(772) 569-1455
SLCCC.• 9123109
Revised 06/30/17FILE ko'40.
F .a
Kr ight,.McGuire & Associates, Inc..
r Consulting Engineers and Planners
j 80 Royal Palm Pointe, Suite 401
Vero Beach, Florida 32960
David S. Knight, P.E. Phone: (772) 569-5505
Scott B. McGuire, P.E. Fax: (772) 569-1455
July 1, 2019
Planning & Development Department RECEIVED
Building & Code Regulation Division
St. Lucie County I JUL 0 2 2019
2300 Virginia Avenue
Ft. Pierce, FL 34982 ST. Lucie County, Permitting
RE: AcquaVista Lot 1 (a.k.a. Queen Island Preserve, Block A, Lot 1)
PERMIT # 1901-0540 1
To Who It May Concern:
The following clarifications and modifications for the above mentioned project/permit number
shall be completed in accordance )'with the variations from the permitted design, as detailed
below:
i
1. The following detail is provided for floating, frangible slabs to be constructed where
ShearWall Footings and Transition Caps were poured independently of the slabs. All
cracking and settlement control is the responsibility of the contractor.
12"deep x 24°rode THICr.ENED FDGF
"FRANGIBLE - NO 5TEEL REINFORCEMENT";
3000p5t FIBERME511 CONCRETE - TYPICAL
W!-IERE' FRANGIBLE 5LAB ABUT5 PERMANENT
FOUNDATION5 (5HEARWALL FOOT ING5 AND
TRAN5ITION CAPS)
4" thick 3000p5t CONCRETE 5LAB -
FIBERMESH REINF. - FRANGIBLE -
5AW CUT into 55:5' max. SECTIONS -
refer to plan5 for cut location5-1
Cordially,
refer to TYPICAL MALL SECTION
(sheet 5-1 O) for masonry
Construction 5pecahcattons
a
....._....
_.........
N
saw -cut @ edge of
foundation (BELOW)
VAPOR B ARRIERR
i�
"dean termite
tZieid granUiar fill
(compacted 95%
dry dm-ity)
22' x 24' deep FOOTING wl (3) #5'5 CONT. (top
bottom) 4 #3 5TIRRUP5 @ I G' O.C. - TYPICAL at—/'
ALL SHEAR WADS * ELEVATOR WALL5
David S. Knight, P.E.
FL Reg. No. 41060
lUL
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APPLY WATERPROOFING TO
MA5ONKY WALL A MINIMUM 1 2°
ABOVE ADJACENT FIN15H GRADE
NOT REQUIRED WHERE FLOOR
ELEVATION 15 G" OR MORE
ABOVE FIN15H GRADE
FINISH GRADE
_.—EXPANSION MATERIAL
per CONTRACTOR
4" 3000ps, CONCRETE
OVERPOUR
�--GxG 10/I O W.W.M.
a (2'-wide_ 5TRIP)
STANDARD
HOOK
3° MIN. PILE
EMBEDMENT
—TYPICAL AUGER. CAST PILE
REFER TO DEi AILS
REVIEWED FOR
= CODE COMPLIANCE
ST. LUCIE COUNTY
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