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TOTAL SITE AREA _4,92 ACRES
34 EXISTING ZONING IL
PROPOSED ZONING IL
LAND USE _IND
EXISTING USE _ _VACANT
35 PROPOSED USE _ STORE FRONT WAREHOUSE
NUMBER OF BUILDINGS
36
-- —2
PARKING REQUIRED 110
30,000 SF INDUSTRIAL (2 SPACES / 1000 sq ft) = 60 _
10,000 SF OFFICE (5 SPACES / 1000 sq ft) = 50
HANDICAP SPACES REQUIRED = 4
PARKING PROVIDED 111
HANDICAP SPACES PROVIDED = 4
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ST.i Y.CIE COUNTY
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KNOW WHAT'S BELOV
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It's fast. It's free. It's the law.
www.callsunshine.com
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U E T T
� C NO.74637
ry t STATE OF ;}}�,,
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DARREN GU"ETTLER, Pf�\,
FLORIDA LICENSE No. 74637
09/23/21
PROJECT No.: 20-2031
DRAWN BY: SOG
CHECKED BY: DG
DATE: 12-04-20
CAD I.D.: 20- 2031 REV03LOT TIES
SHEET TITLE:
AS -BUILT
LANDSCAPE PLAN
AND SITE PLAN
SHEET NUMBER:
1
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ELECTRICAL PANEL
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FIELD LOCATED (TYP.)
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FRONT VIEW
4x4xl'-6L (PT) WOOD SHIM
FIELD LOCATED (TYP.)
L",ackaged Air -Cooled 91 Ton Chiller
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230 in
Dimensional & Electrical Table (Four Circuit)
FIELD LOCATED (TYP.)
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 1 HAVE AFFIXED MY SIGNATURE
SITE A CURRENT APPROVED SET OF SHOP DRAWINGS.
AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT
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 CONTAINERS. THE STORAGE
CONTAINERS ARE DESIGNED AND CERTIFIED BY THE MANFACTURER.
A) EXISTING CONCRETE SLAB HAS 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 2,000 P.S.F.
3. PLAN NOTES
A) THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD
PRIOR TO FABRICATION AND START OF CONSTRUCTION AND TO PROTECT
AND MAINTAIN ALL THE CONSTRUCTION AND ITS CONTENTS.
B) REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT
INDICATED. ANY DIMENSIONAL DISCREPANCY FOUND ON THE STRUCTURAL
DRAWINGS SHALL BE CONTROLLED BY THE DIMENSIONS INDICATED ON THE
ARCHITECTURAL DRAWINGS. FURTHER VERIFY WITH ARCHITECT.
FAN ELECTRIC C) FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE
MANUFACTURE'S INSTRUCTIONS UNLESS INDICATED ELSEWHERE IN THE
CONSTRUCTION DOCUMENTS.
D) THE GENERAL CONTRACTOR SHALL, AT ALL TIMES, MAINTAIN AT THE JOB -
SITE A CURRENT APPROVED SET OF SHOP DRAWINGS,
E) REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING
DRAWINGS FOR OPENINGS, SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL
DRAWINGS.
y 08 Mounting CC)
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(TYP.)
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EXISTING FOUNDATION AND SLAB NOTE 01:
4" 3,000 P.S.I. CONCRETE SLAB AT 28 DAYS
ON 10 MIL. POLYELENE VAPOR BARRIER OVER CLEAN FILL
TREATED AGAINST TERMITE INFESTATION.
PROVIDING FOR A MINIMUM BEARING VALUE OF
2000 P.S.F.
1 V4
2%
7
190U
485
475
1,9W
475
(d4)
(6�
(178)
(8.5)
(2.2)
11)
(8.5)
(2.1)
3'1h
5VA
14
10,200
119
2,550
10,280
97
2,570
2,105
4,535
3,630
(89)
(133)
(356)
(45.4)
(0.5)
(111)
(45.7)
(0,4)
(1141
p'll
Po "1
(161)
4 f2
62/4
18
10,613
84
2,655
10,613
Z655
(114)
(111)
(45T)
(47.2)
(04)
01.6)'
(47.2)
2 Va
3V*
8 Va
7,216
1,163
1, i5
7,216
),
(54)"
(81)
(216)
(32.1)
(5.2)
(..Oj
(32.1)
4V4
6%
17
17,700
629 �.
4,42
18,400
788
4,60D
3,750
8,080
6,470
(108)
(62)
(432)
(78.7)
(2.9)
(19,'0
($1.8)
(3.5)
.?0.5)
1161)
(35.9)'
(28.8)
6
9
24
12,%6
863
4,640
18,556
4,640
(152)
(729)
(610j
(82.5)
(3.6)
('2.6)
(82.5)
21i
3%
10
6,780
315
1,606
6,790
1,695
(64)
(%)
(254)
(30.2)
(1.4)
7.5)
(30.2)
(7 t,)
3%
5%
15
4,190
4,875
(95)
(143)
(381)
(18.1ij
_
(211)
5
7 h
20
26,700
1,121
6,690
32,200
964
0,050'
5,075
12,660
10,120
(127)
(191)
(508)
(11 H)
(5 0)
1.T)
(143.2)
(4,3)
p!o,.8)
(; 61)
(56 :l)
(45 0)
7%s
107/6
28V4
7,615
0,200'
(183)
(276)
(730)
(M)
4 "!W
ELCON
ENGINEERING &SURVEYING, LLC.
1449 COMMERCE CENTRE DRIVE
PORT ST. LUCIE, FL 34986
PHONE: (772) 879-0477
FBPE C.O.A.# 32222
REVISIONS:
BY: DATE: COMMENT:
9-08- St. Lucie County
0
ELK 9-0 01 Building Department
Comments
Permit Number:
2108-0807
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VIEWED FOR
02 ANCHORS CO E COMPLIANCE
SCALE: nts ST. LUCIE COUNTY
SCALE: nts
KNOW WHAT'S BELOW
• ALWAYS CALL 811
• BEFORE YOU DIG
' It's fast. It's free. It's the law.
www.calisunshine.com
All Sub -contractors are Responsible for verifying all changes
to these plans prior to starting their phase of construction
``Itlllllllllll//,�
0ETT�
Q ,•' NO. 74637 m
`; STATE OF
0 . '4U
FS �4 OR
S, O ......L....
FLORIDA LICENSE No. 7463
09/23/21
PROJECT No.: 21-1009-KMA
DRAWN BY: ELK
CHECKED BY: DIG
DATE: 9/23/2021
ISIMM RADA DISTILLERY CONEX
SHEET TITLE:
STRUCTURAL
CHILLER UNIT
FOUNDATION
SHEET NUMBER:
S-30
a