HomeMy WebLinkAboutFreedom Plastics Inc. - 20030359FRASE
l`
VER0:8EAC-i (561) 567-6167
I
ENGINEERING AND TESTING, INC.
3504 INDUSTRIAL 33rd STREET' FORT PIERCE ' FLORIDA • 34946
JRT PIERCE (561) 461-75M STUART (561) 283-7711 FT. PIERCE 1-800-233-9011
Report
of
DENSITY OF SOIL IN PLACE
ASTM D2922
CLIENT: Chuck/Enns Construction
CONTRACTOR: Client
I
SITE: Freedom Plastics
Silo Excavation Backfill
i
MAY 15 2000
MOM WORKS
ST WME C®4JNTV, FL
Dater 5110/00
DENSITY
TEST
DATE
MOISTURE -DENSITY
RELATIONSHIP
INPLACE
DRY
PERCENT
TEST
MAX.
NO.
TESTED
LOCATION
ELEVATION
NO.
DRY WT.
DENSITY
COMPACTION
3642
5/9/00
S.E. Corner of Pad Area
0 - 6 "
3641
105.9
104.7
98.9
3643
5/10/00
Center of Pad Area
I�
6" - P 1/2"
105.2
99.3
ALL ELEVATIONS
ABOVE BOTTOM OF EXCAVATED
I
SURFACE
.
Copies: Client -I "
Saint Lucie County Building Dept. -1
Respectfully submitted,
FRASER T ERING AND TESUNG, INC.
Alexander H. Fraser, P.E. Fla. Reg. No. 16178
GEOTECHNICAL ENGINEERING I FOUNDATION INVESTIGATIONS CONCRETE, SOIL. AND ASPHALT TESTING
FRASER ENGINEERING AND TESTING, INC.
MO REACH (561) 567-6167
35(141NDUSTRIAL 33RD STREET FORT PIERCE, FLORIDA 34946
FORT AERCE (561) 461-7598 STUART (561) 283-7711 FT. PIERCE 1-£
CLIENT: Chuck Enns
CONTRACTOR: Client
SITE: Freedom Pl,
Silo
Dr
Report
Of
OISTURE DENSITY RELATIONSHIP
l ASTM D-1557
C� Moisture
of Dry Weight
DATE: 5110100
PERMIT # : 20-030359
17
Test
Test
Optimum
Max. Dry
Soil
No.
Method
Sann�ple Location
Moisture %
Density- P.C.F.
Description
3641
A
Composite
13.8
105.9
White, fine sand with traces of
shell fragments .
Respectfully submitted,
FR�E NGINEERING AND TESTING, INC.
f
S "J
Alexander H. Fraser, P.E., Florida Reg. No. 16178
GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE. SOIL AND ASPHALT TESTING
i
i+4
a
APR-2472000 09:25
(-MINIERALS)
ENGINEERED
FREEDOM PLASTICS FL
P.02/06
I ATERIAL SAFETY 17A'x'q SHET;
)UCT NAME: „�. Ground Limestone . ,
JCT CODES:.. ' "`DuraWhite ®, Marble Elite T'� Hubercarb G2, G2T, 63.
G35, G35T, G4, G6. G8-10, G7, G8, G10-16, G16-0,
'G16-40, G20-60, G3040, G40-0, G100, 0200, G260,
G270, G325; G60, G40-200, G6-20, G08
MANUFACTURER'S NAME:
STREET ADDRESS:
CITYISTATFJPOSTAL CODEICOUNTRY:
TELEPHONE NUMBER;
J.M. Huber Corporation
Engineered Minerals Division
Box 7 ,
1032.2 Highway 53 Fast..*.
Marble Hill, Georgia 30148 USA
(770) 893-4428
COMMON CHEMICAL NAME: Limestone
SYNONYMS; Calcium Carbonate; Whiting CA$ NUMBER: 1317-65-3
Limestone Is a natural occurring mineral substance consisting primarily of calcium carbonate with lesser
amounts of dolomite. together with many other Ingredients in small but varying amounts.
COMPOUND TYPICAL
CAS NUMBER CONCENTRATION %
Calcium Carbonate 471-34-1 949$
Magnesium Carbonate 546-93-0
Crystalline .S11ica 1408-60-7 0.2.0.8
In addition, surface treated products, desl nated b
(CAS #87-11-4). _ V' g Y the letter '�i' , contain 0.75 to 1.6% steraic acid
ADDITIVES OR INGREDIENTS WHICH MAY PRESENT, AND WHICH MIGHT BE OF INDUSTRIAL
HYGIENE INTEREST:
Product contains � ,'
greater than t}.1 % total crystalline silica. Inhalable crystalline silica fraction, unknown.
The International Agency for Research an Cancer (IARC) believes there is sufficient evidence that
Crystalline silica is carcinogenic to humans if it is inhaled in the form of quartz or cristobalite from
occupational sources:. IARC notes that carcinogenicity was not detected in all industrial circumstances
studied and that the carcinogenicity of crystalline sillca.may be dependent on inherent characteristics of
the silica, or on extemal. factors affecting its biological activity, or
(quartz, aristobalite), on the distribution of its poiymorphs
'+ Revision Aare, Februaru 9, l998
Pago 1 of 5
APR-24-2000 09:26
FREEDOM PLASTICS FL
P.03/06
I
R
ROUTE OF
HAZARD
BASIS FOR
EXPOSURE
DETERMINATION
DETERMINATION
SKIN'CONTACT
Non -hazardous
Historical
SKiN ABSORPTION
Non -hazardous
Historical
EYE CONTACT
Nuisance Dust.—
Historical
INGESTION
INHALATION
Non -hazardous
Historical
Limestone
ACGIH TLV: Total dust 10.0 mg/m3
OSHA PEL: Total dust 15 mg/ma TWA
Respirable dust'5 mg/ms TWA
SOURCE: OSHA 29 CFR 1g101000 TABLE Z 1 A
SOURCE: ACGl I* TLV'S Threshold Limit ,Values „for Chemical Substances
SOURCE: To the best of our knowledge, no studies have been done on eye, skin or ingestion hazards,
"ACGIH classifies limestone as a nuisance dust when toxic impurities a
than 1 %). re not present (e.g. quartz Less
EYE AND SKiN: No special precautions; flush with water.
INHALATION AND INGESTION: No special precautions.
FLASH POINT: None. AUTOIGNITION TEMPERATURE: None.
FLAMMABLE LIMITS, IN AiR: N.A.
Limestone is not a fire hazard or an explosive hazard In either the powder or slurry form. Special fire
fighting procedures or extinguishing media are not applicable.
PROCEDURE WHEN MATERIAL 13 RELEASED OR SPILLED; Accidental releases can be cleaned up
by sweeping, vacuuming, or flushing with water.
NEUTRALIZING CHEMICALS: None required,
PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING: No special precautions.
VENTILATION: Use sufficient general area ventilation, Local exhaust may be necessary where
Threshold Limit Values (rLVs) are exceeded or dusty conditions exist. ' .
Page 2 of 5
,APR-24-2000 09:27 FREEDOM PLASTICS,FL
P.04/0.6
PERSONAL PROTECTIVE EQUIPMENT
EYE: Non -essential, but desirable. OTHER: None. (;LOVES: Non -essential.
RESPIRATORY PROTECTION: For dusty conditions use a dust mask approved by NIOSI-i.
PRECAUTIONARY STATEMENTSILAEELING:
)PIRO DC(Dr' I5AX IErT7 1[.AD$1Ej,,f
Health / Salud = 0 R NO
Flammability, / Iunamable = . 0 NOS
Reactivity I Reactiva 0 NO]
Maximum Personal Protection ! E i DU;
Maxima Protecaion personal =
GROUND LIMESTONE / CAT IZ
SILICA, QUARTZ / SILICA, C
* CAUTION*. Prolonged breathing of excessive *At(
dust may affeet lung function. ' This product fimci
contains small amounts of crystalline silica. caadi
h9mlable crystallite silica from occupational silica
sources is considered a human carcinogen. See Como
MSDS. Use dust mask in dusty areas. 4reas
J 1VL Huber Corporation — Bag
Atlanta, Georgia 303
APPEARANCE AND ODOR.- White powder With negligible
BOILING POINT: N.A.
VAPOR PRESSURE: N.A.
EVAPORATION RATE (BUTYL ACETATE =11): N.A.
MELTING POINT: Decomposes 0' 1799 Degrees Raltrenh
VAPOR DENSITY: N.A.
N.A. = NOT
A DE 9034(DViauDDE4.]iD
r'UTE'FECTS / Ninguno efe"cto agudo
4 No
! No
MASK / Mascarilla Para polvo
* H.M.LS. Label / H.M.I.S.
MOLIDA (CAS # 1317-65-3)
4,RZO (CAS #14808-60-7)
am Respiraci6n do pONO excesivo puede afectar la
pulmOnar. Este producto contiene peque6as
ies do silicato cristaiino. V6=0 el MSDS. R&Iar
cristalino en e1 ambie:ate laboral es considerado
u'oin6ge.no en Ios humanos. Use una mascarilla en
in mucho polvo.
"red Minerals Division
USA
VOLATILES BY VOL! N.A.
IECIFIC GRAVITY (WATER =1.0): 2.71
1: 8.5-9.6 at 10% solids.
ILITY IN WATER., Negligible
Page 3 of 5
t�&I Cjq
APR-24-2000 09:28
FREEDOM PLASTICS FL
I
UUNPITIONS COMMUTING TO S'rAI31UTY: Reacts with acids to liberate CO2.
CONDITIONS CONTRIBUTING TO HAZARDOUS POLYMERIZATION: None.
HAZARDOUS DECOMPOSITION PRODUCTS:. None.
P.05/06
EFFECTS OF ACUTE OVEREXPOSURE: No acute effects. Brief exposures to nuisance dust
concentrations above the 8-hour recommended Threshold Limit Value problems. (TLV) should pose no acute health
EFFECTS OF CHRONIC oVEREXPOSURE:' As is true with any mineral product, long term
overexposure Co high concentratlons of this dust without the use of a dust mask may produce X Ray
evidence of dust in the lungs. Continued long term overexposure may affect respiratory function in.some
Individuals.
MEDICAL CONDITIONS AGGRAVATED SY EXPOSURE: Unknown.
Limestone Is not classified as a "toxic pollutant" or a "hazardous substance~ under Sections 307 and al
of the Clean Water Act.
WASTE MISPOSAL. METHOD: NOT a hazardous waste under RCRA Section 3001. Use normal solid
waste disposal procedures which are In compliance with Federal, state, and Local Regulations,
DOT: NOT RESTRICTED
INTERNATIONAL. REGULATIONS
UN number: None.
Ireland waterways: None.
Air transport (IDAOIIATA): None.
EINECS: 215-278-6
Rand transport: None.
Sea transport (IMDG code): None,
Hamhonized Tariff Code: 2836.50.00
I
Page 4 of 5
APR-24-2000 09:29 FREEDOM PLASTICS FL P.06/06
a
STATE
Consult Local and State Hazard Communication Regulations.
FEDERAL,
FDA: 21 CFR 175.105; 21 CFR 175.300; 21 CFR 176.170; 21 CFR 176.180; 21 CPR 177.1210;
21 CFR 178,3297; 40 CFR 180.1 oil:
USDA: None.
CPSC: None.
TSCA: Is this product and all Its Ingredients rertmed for Indusion in the Toxic Substances Control
Act Inventory of Chemical Substances? Yes
OSHA: Have ingredients in concentrations above 0.1% been: - -
1. Usted to the NTP Annual Report on'Caminogens? Yes. stgra.
2. Found to be a Potential carcinogen by OSHA or IARC7 Yes, silica.
SARA304: NO SARA31I; YES* SARA312: POSSIBLY
CANCI
SA L; YES
NJRTK: YES CAPROP65: YES
RCRADSA: : NO S ECOIN: YES ACOIN: YES
ADDITIONAL. INFORMATION: - SARA311: LISTED. • ACGIH TLV ASSIGNED.
WARNING: This product contains a chemical known to the State of California to cause cancer.
- - Trace SMOUntS of 1e$d, cadmium respirable crystalline silica. - -
• low .o irvrtliallwn wnramea in this b+Materla/ 5arety Data Sheet is believed to be reliable. IVo guarantee is
implied or expressed regarding the accuracy or this Information o
conr the use of the product since the
�tions Tor use am beyond our control. • Nothing contained herein should t construed in s
recommendation to use this product in condlct
covering. any material or•its use. with Faderal or statQ regulations or existing patents
�• � _
FOR MORE'INFORMATION CONTACT: J.M. Huber Corporation
Engineered Minerals Division
Technical Services Department
PHONE: (012) 745-4751
Reviewed by .Dlv Mgr., Fnvironme tal Ajf "airs
Page S of S
TOTAL P.06
N
ST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
2300 VIRGINIA AVENUE
FT. PIERCE, FL. 34982-5652
W1462-150
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
TW Certification Is to be completed by Via project design amhlbct or snOrwer. This Certification must be submitted with ell 0;SplkatiO
.for bull ft permit involving the am*udion of new resMence (single or muttl-famlth, residential addition, any aoosssafy structure r*VA"
a budding permit, and any nonresidential. structure. This C N9111caffon shell not apply to Interior renOvatlons (Provided that no Structural
walls, columns or other strlwlar component Is being effected) and certain other minor building pe mhs. For faarfher assistance, please contact
the Building. Inspection OMCe at 462-1553 or 482-2172.
PROJECT NAME-�17�/rJ,�
sTREETADDttESS
.JT�..S€. A-B .
PR NUMBER
_qY25 2
PERMIT NUMBER
O(.CP. YYPE
CST. TYPE
CERTIFICATION STATEMENT:
I CERTIFY THAT, TO THE HEST OF MY KNOWLEDGE AND BEUEF. THESE PLANS AND:SPECIFICATIONS HAVE
BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES
CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. 1 ALSO CERTIFY THAT STRUCTURAL ELEMENTS
DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED
BY CURRENT CODE PROVISIONS,
DESIGN PARAMETERS AND ASSUMPTIONS USED: rck@2e a ieca or oar 2W2 the soorc Vb box)
1. STANDARD BUILDING CODE 1597 EDITION ASCE 745 „-)L_ OTHER (SPECIE»
2. -SU L 6 DESIGN IS (CHECK ONE) ENCLOSED k PARTWJ.Y ENCLOSED OPEN eull.DM
3. BUILDING HEIGHT: 4 b FT a. WIND SPEED USED IN BUILDING DESIGN: � `L7� WH
i WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TA8LE1 N sun,os 0 CODE lok'TOME0IN LINMP C-
i. AVERAGE 1MND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 1 'L PSF
T. PEAK WINO VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE PSF
�. IMPORTANCFJUSE FACTOR PsTAw Faom euLawo coon 1 , O
!. LOADS: FLOOR 414--_ PSF ROOFIDEAD: PSF FAA 3 o PSF
10. WERE SHEAR WALLS CONSIDERED FOR SYRUC URE (CHECK amp YESNO K K NO, rrW (sit t:h
Mcp1shathm) RIA
11- IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES--.) NO ` E NO. ww (a w, ex
12. ARE ENT AND CLA170ING DETAILS PROVIDED (CHECK ONE) YES , No 'x it No. ww (attach
axp kv taon) AJIA
12. 141NIMUM SOIL. BEARING PRESSURE: ls® as PSF
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATION
r IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. c�
NAME: �/� ': 1 CERTIFICATION NO: GO , Z, / [SEAL HERE]
DESIGN FIRM: �c LL' DATE: �� _ 'A
SWCOV FOAM HO: Oscalo
p:
' C BENCHMARK TABLE
\d +`♦ ,R y 31Y 4,1 \b' III b ,e :..
01
_ _ IC CIR. I%•lLi y1 b,Y> ,pT. ,TY 4ti T; Il11.-ItF er�..JI/1.•1i 59 `+y b D.I TDH b ♦ w ,. Y♦ 4
Las C _ _ _ Y \y+ DITCH v '' m \+' DITCH ,TY �IN� �� Y+Y o IIO.•R7 31Ma•121 ,N :. b - - BENCH ARK DATA
Nd
Top,'•' o IN2• lam:. ' II +;•.. ` ELEVATION ' 17. 41 ".LE
T.
,,. BM •1 E66DLE NAIL IN EAST SIDE WOOD POWER PO
II u ENTER I SE ROAD ( 60 R/W ,PLAT) us T,a C*CDllVE ,T
a //� t ,+ g ++ '+ ¢ BM •21 ELEVVATION27917. 62
ill 4T,. `,,. �,,. B • T\" _I{ a TaP u:a «+`:h o' Q.�pc PAVEMENT ill
Ila,ro•1a 13. : ,, a. wa$s yf d 4 a�/ ; 24 I':i +^ II 4+ �• s B.M. •2 c
a
286. 12'C +" lan ll • • i • , > ,' n.-1a1` ♦ cal DRIVE o YZ
130' NORTH D'e -� 6' NORTH D ASPHALT NOD DD 5d 702. i6 (. ,r. sn _ ,\,.
T----\'- _
P 208rd2 C l�� PARKING Yve W.•Ia6 Q21C a ,. 9 4
208. Oil R 208. 02' FD 5 IRC HIS /223
208. 0 // 208. O P 20 . 02 ,G r NY. -la 'e y, 208. 0 P 2Q8. a FC t.3'E 208. Q'P 208. 02<C +,. ,\ 0
/ FC LYM. 1. 4'E J �n \, tP ,i d� m +\ S
FO 3%3 SHELL CN : ,', . : .. , y.. .. ::..• a+', ,v FC 22. 2' S. 2. 0' E FD PI(tD NL6 1223 I
'I. "^,7 GONC NAtK ^1RAN6FOAMER FC 0.5 s - 0. 02'E, o. 0/'N l
0. 06'E. 0. 35NS I 1
q 2. B'' _ _
Ci
16 4"4 p. 201. 0' l FC 5. 4' S. 15. 9' E +�r'''��'�' (� M
D E T A I L - AD. fi' 6fi. i COVERED ENTRANCE j
rr o tDVeAED'ENTNANC `a' II LEGEND
ro ItY: CBS ^ ASPHALT �I
PROPOSED STORAGE SILO PARKING
0 0
MAY 15 2000
m m . O' , BipN6 (r
BLOWER PAD CONCRETE "-� : I r . •, S b• P h c �II "t ,? �, 4' X4' CONCRETE MONUMENT (FD)
y _ 1 STORY METAL BUILDING
CONO'PAO
O
I R&C PSM 2791
(FD 9-�3
99)
;,PUBLIC WORIcs
14.0 STORAGE SILO
f
1
I
y
III
,
°
OVERHEAD PONER
T''
,\ +
6 CHAIN,LI'NK
FENCE
(U)
UNNUMBERED POINT uNi1i; R,
'-
e
CONCRETE
I I,
fsX;B
(,.
IIII.,
I
IRON ROD
CONIC
CONCRETE
• -:PAD
a A ,
+' T
•
,, ,DRAIN,F.I
r'I
EL
- ♦''
O •f+
.
-� +,
r�.:
I
>4 COVERED ENTRANCE.
Is ENTRANCE
: s COVERED EN RA
:
P /W
RIGHT -Or -WAY
CBS
CONC. ;BLOCK STRUCTURE 1
:i
sT
'...
;-
`. u.
T
I
FD.
FOUND
PCP
PERMANENT CONTROL POINT O1'
I
\1
III
82,5,
D
I
DEED
PRM
PERMANENT REFERENCE MONUMENT
y ,y
}-
I�
M I!a
I ` s.T.�
Oln..v.:
C
CALCULATED
STY.
STORY
110' SOUTM
I I
!
I
,,`� TX10 CBS o
D8 DEED BOOK
ASPHALT IR&C IRON ROD &CAP (FD)
e I PARKING ` GENERATOR BLDG.I w
' zs.7' °!' I,', `, ( ,off I OR OFFICIAL -"RECORD BOOK I P&G IRON PIPE & CAP (FD)
CONCRETE I I ,, ««,b «\ I I PG. PAGE XO, 0 EXISTING ELEVATION
S. R. STATE ROAD INV. INVERT
P i PLAT B. M. BEN6HkiARK
+ 1P IRON PIPE (FD) E/P. EDGE OF PAVEMENT
4 PARCEL A yl' a I ,,y , , 60. t' Y � + I
n I I «,b yy ' TWP. TANNER ip
S. Ti SEPT I � TANK
zn
RGE' RANGE PK&D P. K. NAIL &DISK
i STORY METAL I
I � � I
r SEC. SECTION FC FENCE CORNER
BUILDING F i JPK _
I !r YIN[
i W W ANCHOR GUY `W WIRE Yi WOOD POWER POLE. 0 G E
C
CB CATCH 'BASIN
to
C/]
POB-A +,>
9
-A IL
-_ _ _ _ - -r _ yi0' NORHD
� TOTAL AREA 9.23 ACRES
I p �+
130' NORTH D a DESC'R I PT I ON
I j N
�ulc CP I Pe v j .0 OCONC FULE ."^ `` I PARCEL
D PARCEV. A: ;.
a +` 'CJl ,$ otnl :14. 1', PIT AREA LOT 3/ °Cn
m o o , I:
m I PAf1(�EI B 3' HIGH PARCEL C ,`I C20 ie + A PC el of land ,n Lots :34'and 35, INDUSTRIAL SUBDIVISION, as recorded in
� v �I rFENT"CDS NALL +,,« �,I Plat' ook 9, Page 5, St. Lu¢le County, Florida, described as follows: From
O M I the.'S utheast corner of.,,sal Lot 34, run Nest 357 ft.; thence run North parallel
o I LOT 35 y i dW LOT 36 ru INIth he East line of said dot 34, 00 ft, to the Point of Beginning; thence
tD LOT 34 I P ,+ l ;= l ,> I P 9 m LOT 38 Conti 'us North, i!0 ft,; thence run West parallel with the South line of
Z `' �¢ I �, Iri
Lot 34, 110 ft„ thenc run youth 110 ft.; thence run East S17 ft. to the
..
I «e o f ``9 I r rn Point'of Beginning.
a0 _
1
LIT PUMP
CA) +` ti PARCEL B:.
o Z DETA i L-A- I 11 �;
sy 4� c� A p a:l of land in Lots 34 and 35, INDUSTRIAL .S(IDO]NISIONli a�,rWrt�led Jn
• .., 6. l,air.,�FxtiNh• `t
2 O e 01took 9, Page 5, St. Lucie County, Florida as follows,
ME
FORMBOARD SILO PAA •� �I
.III, Hdalal�a • , I, III; ,: 7..,
T9.,.: ..I: -
0 I � �:, ,. .j ,,. •,..,., ,..;. I, .�. 11,.�41 ,„, i ,a . « \ s BBglnnrng at a point on the East boundary of Lot 34 whioh 15 150.0 feet North'
fT1 p cowcRErE of th Sputheast corner of said Lot 34; thence Westerly for"120.0 ft: a
T _ `' I " COx I point�whlch is 150.0 ft. North of the Southern boundary line of Lot 3 said
PAo ,.+ , 150.bIft, 'being -measured ,along a line parallel to the Eastern boundary, Iine of
Z O _s___ ,,` „ 4 Lot thence Southerly for 20.0 ft. alo line parallel to the astern'
PROPOSED I r. - ,. « , I ,\ , :.. Y r1g a 1. P E
M � CONCRETE 61, s �+ tiound l ne of tot 34' h
o II ry f nce Westerly for 237.0 ft. to'a point which is
TOP 19. 67 PAD. ' "; .' yI�
a y ,+ Y 130. D1 ft: Norther l o the `
0 1 -oD ,,41,l: ' ' « CONCRETE Y fouth boundary line of Lot 34 on 'a line parallel
to Ea t boundary line of sajd Lot 34; thence Northerly on aline parallel to
3.7 r . 1-Li-
the E st boundary of Lots;34 and 35 for a' distance of 110.0 ft. to a point;
3zgcON I then.c Westerly on a line'parallei -to the' South boundary line of Lot 34 for
I AC PAD I +I ,\+> , a dIs ante of 117.0 ft. to a point; thence Southerly along a line parallel
CONCRETE `` ,qs y� witit he. East boundary Iine of Lots 34 and 35 for a distance of 110.0 ft. to
a po'imt; thence Westerly 1`0 117.0 ft. to a point on the West boundary line
I o 25.65' 2651
oxcaerE a 'of Lo 34 which Is 130.0 ft, from the Southwest corner of Lot 34; thence
B. 2' :i \y 1.1.-19. 7. P by North r N : I.
N h lyslong the West boundary of Lots 34 and 35 a distance of 2B6.0 ft.
35.1 •
,. : ..
I y ,Y to th N'r#hwest corner of of 35' thencelE steel along the Northern boundary ;I 4 L a n \ + Y 9 Y
I
' , mo CONCRETE of Lo 35" a distance of 579.56 ft. to the, Northeast corner of Lot 35; thence
.�* �'�, - South rly along the Eastern houndary of Lots 35 and 34 to the Point of Beginning
60.1' vco.5'N,4,3'N SEE DETIAIL A
Fompr sing 3.5 acres, more Or less:
f LL
FC 0.4'x,D 6'M I i 19.6' : t~i3LL i STORY METAL BUILDING ,� PROPosEd s I Lo . 40' PARCEL C:
r 1 STORY METAL 00 Lot ,3 of INDUSTRIAL SUBDIVISION, as per plat thereoif on file in Plat Book 9,
BUILDING p • 20• Fo.sIP?rN01 1 NAL V I Page`. , public Records of St. Lucie County, Florida.
wy : SD'i 26 D9 E 0. 33'E,a9rS 1 f i&I: 15. I,,
,, 5' Cos ",: F I `
r i 20' SOUTH D I t• 20. o T so 1, 243 r to PARCEL D:
Flv.
m
to
I -�
9
CONCAEJE
v*s
Lot
3 ,`INDUSTRIAL SUBDIVISION, located in Section 28, Township 35 South,
1 STORY METAL
.�
I�'
Range
40 East, and recorded in Plat Book 9, Page 5, Public Records of St.
�o
Lucie
County, Florida.
a
I
BUILDING,
I
'
M:
I
CONCRETE
F. F. 19. BI
A•
I
,; --I :.N
,
,�,,
)j
:.
I
5K5 CONIC PAD
\^'
4
+'
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4
pl
RESIN SILOS
60. 1'.
ELECTRICAL
I
r
FC
0. 6'S. 45.Tx
NO
ES
SE CORNER LOT 34
SAD. S'
I
81
..ENCLOSURE
y
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(
11l 32
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m
+
p
4X/cx (u)
I',L Not
vial ld without the signature and the original raised SedL
c�
e
�Y(
CONIC WALK,
F.F.-I9.90
r
w
CONCRETE
m
e
m
4.9
,
,�
O:
D7'E: 0. 35'S
- - -
of
2. ands:
a F1 grr Qa iacensed Surveoyr and Mapper.
46mg hereon were not b this for
$c'
f 79.6 R I. t E
TRANSFORMER
0. 4
.;
"a
: �.
y°
_
,
abstracted office
' Y
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8 W 150. 00 C
NOi 26 0,
FC D.Bst.o ,.
FC a.3•x.
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oxO NA
k
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207.12 P,207.07 C
1 leF:
o
t. tl w
S f .ay „; Easements Record , ownership, Abandonments,
.c ..
+�
I ,
I 50' NORTH , D ;+'
i
Ty
` I
«+'
,«
eed<Restrlct:i`ons,
ed Zoning Set - Backs'or Murphy Act Deeds.
Se p Y
N3
P
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- -, - -----
\
T
POB
X. _ _ (
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'.. A K
_ PADS.
2:PUMP
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x
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+
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3. I�elgal'
anld/or
h
Description shown hereon was provided by the Client
its,agent unless otherwise
�- - 207,12 P. 207,07
, C d
,y,
:::
w- I
,e,,,
'+a=
,�'
• , • ,
SO i 26 OBE 6i8.27 C
BXB CONC PAD
3' CONC WALK
ENCLOSURE
?4
-0
q. Elevations
stated.
shown hereon late based onsCo s Geodetic Su v
� b s d CoastSurvey
,',•.
...
,, •
,,
o
e o
I
r
Igo,mument
�
stamped H-236-111965' with a published elevation of 9.708 `
'
1.
,+`°•,
•
ti
.+"
w'd
"?sa
M
dieters
m
1929 DATUM. Pro elct Benchmarks are shown hereon.
. )
^I
`.
:
S0 26'08'E 264.t3'C
N
,
�',
,
,'C 9
+'
_
- -
y,
-
.. 5. Underground
foundations:land/or':Improvements were:. not located:..
`-
_ -
6. Bearings
shown hereon are based: othe West line of Lots 34
,t«+
through
39 of said INDUSTRIAL V'
g DUSTRIAL SUBDIVISION, as monumented
-
-
-
- -
which,
is assumed to bear) N00000'54'W,!all are related thereto.
-
-
_ -
-
T
J. This
survey was prepared) for the party(s) shown hereon and MAY
BRANCH LINE TO
FARMERS
MARKET
N
&OT
BE ASSIGNED to any party(s) with but this survey being UPDATED
RECERTIFIED to the assigned by the surveyor of record.
B. ThiSREC
party(s)
survey reflects matters which apWear in American Pioneer Title
(100
R/W
)
NOTES
IBE
Insurance
Company Commotment for Title Insurance Commitment No.
�■
CFI-i-0385-
dated -April 30, 1997.
�
R3THE HEREON DE
.
CRIBED'PARCEL APPEARS TO
LYING
IN FLOOD ZONE X '',
'9. Zoning
IL - Light
ight Industlrial
- - -
- -
•fie ERT
I
F
I ED
TO: li
BASED ON FIRM
MAP NUMBER 1211C0189-F DATED
ED
A
GUST t9,: 1991.
(R0
Setbacks required: Front 25', Side ff.Rear 20'
MERiCAN
NIONER TITLE INSURANCE
COMPANY
gyp'
REEDOM PLAST I.. INC.
MELVILLE & SOW RBY, P. A.
RVEvoR' s SIGNATURE
FREEDOM
PLASTIC INC.
BOUNDARY & TOPOGRAPHIC SURVEY
(Ri) 1VOP'ACOUISITIO CORP., a Wisconin
corporation
PREPARED FORT:
I
,
SCALE . i -40I
FIELD BOOK . 55X
DATE
1 09l23/e9
JOHN G. ALBR I TTON & ASSOCIATES, "I NC.
_
n G. Albritton, P. S. M. ,.,
I :.-. � r
ate of Florida Certificall:on No. 2791 .
-'' •. "•i
--- _ ---
-
PAGE(S) . 24 43
ISHEE
1i>OF i,
-_DEVELOPMENT CONSULTANTS o SURVEYORS AND MAPPERS
'...
..
5-13-2000
FORMBOARD LOCATION SILO PAD
-.
DRAWN BY . JAL
lll4 Work Completed / 9
P:�.,
_, ti_
-DRAWING'',
JOB -NUMBER 99 1139
-
NO 347 C
1l04 south zeth street Suite C o Fort Plares Florida 34s47 JGA
__
3 6 2000
ADD PROPOSED STORAGE SILO AND DETAIL
V
APPROVED BY
G A
ar
I.
.,.
_ ,...
..
SINitlEY R 5 'SAL
I
.DATE
DATAFILE DISK No. 314I
" '
C�i1T FI F AUTHORIZATION No. LB 6565
I LATE 0
i 464-OOei fax 561 164-1694
REV I S I ONS
DATAFILE No.. �
9-1139
I I
I u
PRESSURE SWITCH
PRESSUR!_ 4-t
25 HP MO [ jR
--------------,
[------------------------- I
� FILTER TIMER I I
FAN 3 HP I I
-- MOTOR I I
L_ II
DP SWITCH----` ❑ I I
II
II
II
II
II
LEVEL I I I
CALCIUM INDICATOR I I I
CARBONATE
SILO I I
II
II r
III___—__--_—_—
L------------
I
3"T L--------------
F--------------
SOLENOID ( r-------------
_ Ilr------------
-- ---------Jllr-----------
F-------- Illr----------
I IIII
I
NOTES:
1. LEGEND:
LINES FRO.
D'I - Is ArIN PANEL 3/60/230v
LINES GO.:G 1 I� Wit, G FROM MAIN PANEL
FOR SWIT IS, LL INDICATORS, AND
SOLENOID_. 12L. ! A.v ------
2. ALL WIRES RUN CONVEY LINE BRIDGE TO BUILDING
CONVEY LINE BRIDGE
TO BUILDING
I LEVEL I I I I r--------
BIN ACTIVATOR INDICATOR I I I I I r-------
—_—_-
I 1 1/2 HP MOTOR TRUCK I I I I I I
I r-------- PANEL
I I I I I I r — — — — — — — — — -
I I SOLENOID —
LEVEL
INDICATOR— — — — — — — — — — - I I I I I I
------- —------------ I I I I I
------------� I I I I
I II � II II
I I I ROTARY AIRLOCK I I I I
i t 3/4 HP MOTOR I I I
I II II II
111 � II II
111 II II
I I L------------ ---j I I I
I L--------- I I
_...._.
L-------------------------------------------� I
— — — — — — — — — — — — — — — — — — — — — — — _-- _ — _ — — — — — — — _ — — — — — — — — _ _ _ J
CERTIFIED FOR CONSTRUCTION
IAC SYSTEMS, INC.
MISSION, KS
`APP�D. �� DATE: 04/11/2000
This material is the pro—
perty of INDUSTRIAL
ACCESSORIES COM—
PANY and should not be
reproduced, published
or disclosed to others
without authorization.
The material shall not be
used in any way against
or detrknentol to INDUS—
TRIAL ACCESSORIES
COMPANY, Mission,
Kansr's•
CUSTOMER
'CUSTOMER P.0
26902
THESE PL
ANS AND ALL PRO
POSED
OSED WORK
ARE SUBJECT TO ANY CORRECTIONS '
REQUIRED BY FIELD INSPECTORS THAT
MAY NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES,
L
i Industrial Accessories Company
48W LAM
LC
', MISSION, KANSAS 66202
__ ' (913) 381-5511 fax (913) 364-6577
DRANK DATE sCAI
FREE[ F'1,��' :ICS CLH 04/11/2000
T NIEKC, PART NO. MISC.
an.
'DCSCRiPnON - --
FIELD WIRING L
1 JOB NO. WD,
-- — ` 99014
o1 U , I'
DRANWG NO.
W10- 0016
SHT 1 OF 1
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR CJ�l
YVED MR
0
NOTE: ACTUAL ORIENTATION OF
ANCHOR BOLTS IS TO BE
AS PER NOTE 9
(12) 1 1/4' ANCHOR BELTS
' CHORD
2'-4 5/16'
♦ 49'-1 1/2'
BOLT CIRCLE
CERTIFIED
FOR CONSTRUCTION
DATE: 51 _1 S4 - av BY: 8 -�
16'-0'
PLAN -SILO FOUNDATION
SCALE 3/8' = 1' 0'
STEEL REINFORCEMENT
TWO MATS ❑F BARS
TOP - NO, 6 BARS @ 10' C TO C
BOTTOM - NO. 6 BARS @ 10' C T
11
2' CLEAR '
J mod• i .i4 {�� • J iV .` `A
01
ENGINEERED BACKFILL "-
NOTE: FOLLOW DISCUSSION AND RECOMMENDATIONS
AS PER FRASER ENGINEERING AND
TESTING, INC. DATED OCT❑BER 14, 1999.
TYPICAIL_ CROSS SECTION
THRE PLANS AND ALL PROPOSED O•
ANI SUNCT TO ANY CORRECIIONS
r 4By MILD 4 i
MAY 91 WIMSM IN ORDER
a t t, WITH ,.,
INU CODES,
E�`ISH GRADE
ELEVATI❑N 100
SIL.❑ SKIRT
TANK DIAMETER 10' 0"
BOLT CIRCLE RADIUS 54 3/4'
1 1/4' DIA. A-36 ANCHOR
BOLT W/WASHER & HVY
HEX NUT 21" LONG WITH
3 1/2" PR❑J. - 12 REQ,-
'•=i�i7
DF__SIGN NOTES:
THIS FOUNDATION HAS BEEN
DESIGNED BASED ON THE FOLLOWING
CONDITIONS. ANY VARIATION IN THESE
CONDITIONS REDUCE THE FOUNDATION
ADEQUACY AND MUST BE EVALUATED BY
AN ENGINEER AND MAY CONSTITUTE
REDESIGN OF THE FOUNDATION.
1. MAXIMUM TANK HEIGHT 50 FT.
2. MAXIMUM WIND VEL❑CITY — 110 MPH
3. SEISMIC CONDITIONS — ZONE 0
4. ALLOWABLE S❑IL BEARING CAPACITY
2000 PSF
5, CONCRETE — THE CONCRETE SHALL
HA`/E AN ULTIMATE COMPRESSIVE
STRENGTH OF t"�T LEAST 3000 PSI
AT 28 DAYS, A'_L CONCRETE WORK
(INCLUDING F❑FMWORK, REINFORCEMENT,
PROPORTIONING OF INGREDIENTS, MIXING,
CUNVEYING, PL)CING, COMPACTING AND
CURING OF CONCRETE) SHALL BE
DONE IN ACCORDANCE WITH THE
SPECIFICATIONS OF THE BUILDING
C❑L'E REQUIREMENTS FOR REINFORCED
CONCRETE, LATEST EDITION AS
PUBLISHED BY THE AMERICAN
CONCRETE INSTITUTE.
6, REINFORCING STEEL — THE REINFORCING
BARS SHALL CONFORM TO THE ASTM
SPECIFICATIONS FOR DEFORMED BILLET
STEEL BARS FOR CONCRETE
REINFORCEMENT (ASTM GRADE 60)
7. SOIL CONDITIONS — TANK FOUNDATION
SHALL REST ON UNDISTURBED SOIL
OR WELL COMPACTED QUALITY
BACKFILL. SITE SHOULD BE WELL
DRAINED AND FREE FROM STANDING
SURFACE WATER, SILT, PEAT AND
SOFT CLAY ARE UNACCEPTABLE AS
zt vNINU MATERIALS. IF THE S❑IL
T"C'E AND BEARING CAPACITY ARE
STIONABLE, A QUALIFIED SOILS
:;WEER SHALI- BE CONSULTED.
Nar — FnUNDA-TTnN SHA!_I_ Rv
LL TO INSLRE UNIFORM LOADING.
1VIDE 1' MINIMUM 6R❑UTING,
9, ANCHOR BOLT ORIENTATION - ANCHOR
BOLT CENTERLINES MUST BE .
C❑❑RnTNATFn wrTN TUI- <, tVTDT
GROUT - SEE NOTE' 8
— 0—--o-
- n O
DETAIL - ANCHOR BOLT
SCALE 3/40= 1' 0'
1' 9'
1
4/10/0
FOUNDATION DESIGN -WIND LOAD
TO 110 MPH
6-,- ti/i3
REV.
DATE
DESCRIPTION
BY
CK'D
DRANK BY
KEN MANN
DATE
11/5/99
CHECKED BY
1 W
DATE
1 "113 o0
SCALE
PLAN — FOUNDATION
DESIGN —
10' DIA'
SILO
OWNER,
s
FREEDOM PLASTICS, INC.
3206 ENTERPRISE ROAD
PIERCE, FLORIDA 34982
�I IOU CHUBB ENGINEERING, LLC
i ENGINEERS
DESIGNERS
PLANNERS
P.O. BOX M - PARSON, KS VIAL
PH fi-A) m-JN FAX 131610-933
DRAWING NC. S-1
1101
",.r
::, .•.x. a.. < * .,.:
- I,. Alt ..
�, . , ..5:.�
v' i <A'v.
,. y,t
�- Al
♦ BENCHMARK TABLE
q
d ♦_-�—�— a
7or Tay. \ o tar ♦ —♦y • ♦ iar h\,.: _ \ \♦, \,?
\y 41.
♦ v +�
hy♦ h\y h 9 O \pR • 0. K 6f 41 4J' yl •
♦ h h 4 , CIA.. 116a ♦ ♦ .\N—�
'� J DITCH DITCH hN y DITCH \v le•laa [— s6w �I0 1 Av ♦ `v BENCHMARK DATA
`L L q1v '4 IaL•J1°" _•;I h\ � h .1111'.• IlU h t h\ _ h\N h\
�� \ 1 ♦ Z I ♦ IA.• 16. I1 _ 4, ,♦ ,,b _ _ TM _ may. — _��T _ — \,o s 6
<" 8M 1 OD NAIL IN EAST SIDEW W
.. �, ,,, a' Tao �, \,. \ a r 000 POWER PQL
----------- ---- '----'-- -- --. I ,. \s-n9, C1CVAT Ink[- 17 Aa,1-
It-
a
_� ° *♦
4F4 neters 1929 DATUM. Project Benchmarks are shown hereon. I,
,�— 50i°26'08'E 264.13'C 5. Underground foundations and/or improvements were not located
�.. T—
a\'♦a 6. Bearings shown hereon are based on the West line of Lots 34
— — — — — — — — through 39. of said INDUSTRIAL SUBDIVISION, as monumented
which is assumed to bear N00 00'54 W, all are related thereto.
7 This Stlrvpv wag nrpnarpd fnr the nartv(cl chnun hprpnn and weV