HomeMy WebLinkAboutPROPOSED PLAN LAYOUTE
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Saint Lucie County Property Appraiser
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THE ATTACHED PLANS HAVE BEEN DESIGNED FORAND ARE IN
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COMPLIANCE WITH THE 2020 FLORIDA BUILDING CODE (WIND);
(FBC) EXISTING BUILDING 7th EDITION; AND
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(FBC) BUILDING 7th EDITION FOR THIS
PROJECT WHICH INCLUDE. AND MAY NOT BE LIMITED TO;
Surface Roughness: C
North
Site Exposure Category: D
ProEPt IdentiflCdt1011k,
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Wind Zone (4)
Site Address: 3200 Si LUCIE BL �
USA Type: 4g0� -
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THE 2020 BUILDING CODE FINAL FIGURE "A"
(FIGURE 1609A ULTIMATE DESIGN WIND SPEEDS)
USING A MAXIMUM (Vult) WIND VELOCITY OF 160 MPH. ENGINEERING
- Sec/Town/Range: 29/34S/40E
Account #: 10037
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DESIGN IS SITE SPECIFIC AND NOT VALID WITHOUT
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THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED
" Parcel ID: 1428-702-1492-000-4
Map ID: 14/295
PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE
CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED
.,
TOBYALL APPLICABLE SUBS. USE FIGURED DIMENSIONS ONLY.
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Jurisdiction: Saint Lucie County
Zoning: Industrial
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IF A DISCREPANCY OCCURS DO NOT SCALE THE DRAWING, CONTACT
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THE ENGINEER OF RECORD.
THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE
AND SEAL WERE PREPARED BY ME AND/ORUNDER MY DIRECT
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SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE
AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S.
THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT
WRITTEN PERMISSION OF THE ARCHITECT/ENGINEER. THE
CERTIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE
STRUCTURAL ELEMENTS COVERED UNDER THE 2020 FLORIDA
BUILDING CODE AS THEY PERTAIN TO THE EXISTING FOUNDATION
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ANCHOR SYSTEM OF THE STORAGE TANKS. THE STORAGE TANKS
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ENGINEERING& SURVEYING, LLC.
690 NW PEACOCK BLVD, SUITE N8
PORT ST. LUCIE, FL 34986
PHONE: (772) 879-0477
FBPE C.OA. # 32222
REVISIONS:
BY: I DATE: I COMMENT:
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NO 74637
STATE OF
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RENJIEVYh FOR
ul � DARREN GUETTLER, PE
A ESS Y U ACC SOR E SE CODE COMPLIANCE FLORIDA LICENSE No. 74637
Sf. �l)CIE COUNTY 07/07/21
OFFI AR 0 ICE P BOCCOU( //
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EXISTING BUILDING n
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SCALE: 1/811= 11-01,
All Sub -contractors are Responsible for verifying all changes
to these plans prior to starting their phase of construction
OJECT No.: 21-1009-KMA
AWN BY: ELK
ECKED BY: EV
TE 7/812021
D I.DtSLAMORADA DISTILLERY
SHEET TITLE:
EXISTING
YNOW WHAT'S BELO SITE
ALWAYS CALL811 CONDITIONS
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_ LIMITS (TYP.)
TREATED AGAINST TERMITE NFES AT ON. CLEAN FILL
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THE ATTACHED PLANS HAVE BEEN DESIGNED FOR AND ARE iN
GENERAL NOTES
COMPLIANCE WITH THE 2020 FLORIDA BUILDING CODE (WIND);
(FBC) EXISTING BUILDING 7th EDITION; AND
(FBC) BUILDING 7th EDITION FOR THIS
1. PLAN NOTES
PROJECT WHICH INCLUDE. AND MAY NOT BE LIMITED TO;
Surface Roughness: C
A) THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD
Site Exposure Category: D
PRIOR TO FABRICATION AND START OF CONSTRUCTION AND TO PROTECT
AND MAINTAIN ALL THE CONSTRUCTION AND ITS CONTENTS,
Wind Zone (4)
B REFER TO THE ARCHITECTURAL DRAWINGS. FOR ALL DIMENSIONS NOT
THE 2020 BUILDING CODE FINAL FIGURE "A"
(FIGURE 1609A ULTIMATE DESIGN WIND SPEEDS
INDICATED. ANY DIMENSIONAL DISCREPANCY FOUND ON THE STRUCTURAL
USING A MAXIMUM (Vult) WIND VELOCITY OF 160 MPH. ENGINEERING
DRAWINGS SHALL BE CONTROLLED BY THE DIMENSIONS INDICATED ON THE
DESIGN IS SITE SPECIFIC AND NOT VALID WITHOUT
ARCHITECTURAL DRAWINGS. FURTHER VERIFY WITH ARCHITECT.
THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED
PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE
C FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE
CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED
TO BY ALL APPLICABLE SUBS. USE FIGURED DIMENSIONS ONLY.
MANUFACTURE'S INSTRUCTIONS UNLESS INDICATED ELSEWHERE IN THE
IF A DISCREPANCY OCCURS DO NOT SCALE THE DRAWING, CONTACT
CONSTRUCTION DOCUMENTS.
THE ENGINEER OF RECORD.
D) THE GENERAL CONTRACTOR SHALL, AT ALL TIMES, MAINTAIN AT THE JOB-
THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE
AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT
SITE A CURRENT APPROVED SET OF SHOP DRAWINGS..
SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE
AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S.
E) REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING
THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT
DRAWINGS FOR OPENINGS, SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL
WRITTEN PERMISSION OF THE ARCHITECT/ENGINEER.THE
DRAWINGS.
CERTIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE
STRUCTURAL ELEMENTS COVERED UNDER THE 2020 FLORIDA
BUILDING CODE AS THEY PERTAIN TO THE EXISTING FOUNDATION
2. FOUNDATION NOTES -
ANCHOR SYSTEM OF THE STORAGE TANKS. THE STORAGE TANKS
ARE DESIGNED AND CERTIFIED BY THE TANK MANFACTURERS.
A) FOOTINGS HAVE BEEN DESIGNED FOR A MINIMUM BEARING VALUE OF
2000 P.S.F.
B) CONTRACTOR IS RESPONSIBLE FOR VERIFYING SITE CONDITIONS PRIOR
TO INSTALLATION OF FOUNDATION. THE ENGINEER SHALL BE NOTIFIED IF
SITE CONDITIONS DO NOT PROVIDE AN ADEQUATE BEARING PRESSURE VALUE OF 2000 P.S.F.
3. CONCRETE NOTES
A) STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND
SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSI.
UNLESS NOTED OTHERWISE.
B) CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 41NCHES PLUS OR MINUS
ONE INCH.
C) ALL REINFORCING SHALL CONFORM TO ASTM 615 FOR GRADE 60 STEEL.
D) CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE
REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL
DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER
PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED.
E) CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURE'S SHOP DRAWINGS FOR
LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES ANCHOR BOLTS,
ETC. PRIOR TO PLACING CONCRETE.
F) REINFORCEMENT FOR STRIP FOOTINGS SHALL BE CONTINUOUS AND SPLICED
WITH A FULL 18 INCH LAP (MIN.). PROVIDE CORNER BARS. '
EXISTING F OUNDA11ON AND SLAB NOTE 01:
6" 3,000 P.S.I. CONCRETE SLAB AT 28 DAYS WITH
6x6, W2.9, W2.9 WELDED WIRE FABRIC
ON 10 MIL. POLYELENE VAPOR BARRIER OVER CLEAN FILL
TREATED AGAINST TERMITE INFESTATION.
PROVIDING FOR A MINIMUM BEARING VALUE OF
�1Zac2a�aCd .Seee .�c�t�tece M LAP SPLICE LENGTHS
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200 Avenue Road Combridge, ON.. P1R 8H5 Tel 620-7bOO Fax. 6,21 4995
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SIZE
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OTHER BAR
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PLAN
EMBEDMENTLENGTHS
BAR
SIZE
STRAIGHT BARS
"TOP"BAR OTHER BAR
HOOKED BARS
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\I 1 6x6, W2.9, W2.9 WELDED WIRE FABRIC
LIMITS (TYP.) AND 16" ON CENTER
ON 10 MIL. POLYELENE VAPOR BARRIER OVER CLEAN FILL
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05 150BBL TANK (IYF'.)
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SCALE: nts
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ELCON'
ENGINEERING & SURVEYING, LLC.
590 NW PEACOCK BLVD, SUITE #8
PORT ST. LUCIE, FL 349M
PHONE: 0`72) 879-0477
FBPE C.OA # 32222
REVISIONS:
BY: I DATE: I COMMENT:
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NO. 74637
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F : STATE OF
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DARREN GUETTLER,PE
FLORIDA LICENSE No. 74637
07/07/21
PROJECT No.: 21-1009-KMA
DRAWN BY: ELK
CHECKED BY: DG
DATE: 7/7/2021
CAD I.DISLAMORADA DISTILLERY
SHEET TITLE:
SCALE: nts _ STRUCTURAL
All Sub -contractors are Responsible for verifying all changes
to these plans prior to starting their phase of construction
KNOW WHAT°S BELOW TANK
ALWAYS CALL811 FOUNDATION
BEFORE YOU DIG
ir. fecL lrs u".. irom" iew.
SHEET NUMBER:
www.c d1sunshine.com F11!.
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