HomeMy WebLinkAboutSUBMITTED DOCUMENTS PART 1DATA SHEET W it-LIArL A v6 Ll A
LOCATION: Loi �J' Z V 14TE� Tow> 2I APPLICANT: C HAFLI-ES F.
COUNTY: ST. Luctr-
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,VOTE: The general slope of the property, recorded
easements from the record.plat, filled areas and
drainage features are as shown.
Plan Scale 1"= ce,0
Certified By -
Florida Pro essignal ;No.••'j-L
Date: 17 .'r1 R,
Field Book: Page:•
Work Order,
Sheet " OF ~ �.
f'
LOCATION: V.IATE�-Fc>wr=2=APPLICANT: GNAzUEs F. ��IJ1JElL
COUNTY:
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St. Lucie County Health Unit
Environmental Health
Site Plan Approved For Construction,----��,
Supercedes All Previous Site ,Plans For
OSDS # 3�oSi
. Reviewer
H
a
I UPDATED
OTEI:The general slope of the property, recorded Certified By:��
r basements from the record .plat, filled areas and Florida Professional No.,. It7•L-
'Ira nage features are as shown. Date: z- iI -q 3
Field Book: Page:
;flan Scale 1"= _CoO� Work Order #:
Sheet OF
ncfyrLb-
aa9 ,fig 1-7
NOTES
BP 9-1-6 709a PR �aa78
MUST BE ATTACHED TO BUILDING PLANS
DATE
1194u"74 "
Property Appraisers Parcel T°�:•s"//w•Q0
•� I.D. (Polio) Number: 4509-601-0009-040/8
Grantse(s) S.S.P(s):
THIS INDENTURE, made this 3-A day of M i , 1992, between
KATHLEEN C. KIRSHTEIN, AS TRUSTEE AND INDIVIDUALLY, a single woman,
joined by JANET M. REISER, PETER C. O'DONNELL, KATHLEEN C. KIRSHTEIN,
JOAN C. ANDRIEN AND CHARLES F. 01DONNELL, BENEFICIARIES OF THAT CERTAIN
DECLARATION OF TRUST DATED SEPTIMBER 7, 1990, of the County of Martin,
State of Florida, Grantors, and WILLIAM H. ADDEO and LISA ADDEO, his
wife, whose Post Office Address is 40 Sunset View Cottages, Rt. 1, Box
134J, Tuthill Road, Montauk, New York 11954, Grantees,
WITNESSETH:
That the said Grantors, for and in consideration of the sum of TEN
AND No 100THS DOLLARS ($10.00), and other good and valuable
considerations to said Grantorn in hand paid by said Grantees, the
receipt and sufficiency of which is hereby acknowledged, have granted,
bargained, and sold to the said Grantees, and Grantees' heirs and
assigns forever, the following described land, situate, lying and being
in St. Lucie County, Florida, to -wit:
Proposed Residences No. 2 and No. 4 of WATER TOWER I, in
accordance with Resolution Ito. 90-181, A RESOLUTION
GRANTING SITE PLAN APPROVAL FOR A PROJECT KNOWN AS WATER
TOWER I, adopted June 26, 1990, filed July 6, 1990, and
recorded in OR Book 698, at Page 2069 of the Public
Records of St. Lucie County, Florida, as amended by
Resolution No. 90-331, A RESOLUTION AMENDING RESOLUTION
90-181 WHICH GRANTED SITE PLAN APPROVAL FOR A PROJECT
KNOWN AS WATER TOWER I, adopted December 4, 1990, filed
February 20, 1991, and recorded in OR Book 727, at Page
968, of the Public Records of St. Lucie County, Florida,
AND AS DESCRIBED in that certain Boundary Survey of Water
Tower I, dated August 20, 1991, as prepared by Don
Williams 6 Associates, Inc., said survey being recorded
herewith and made a part hereof.
Subject to conditions, restrictions and reservations of
record; easements for public utilities, if any; zoning
ordinances; and taxes for the current and subsequent'
years.
and said Grantors do hereby fully warrant the title to said land, and
will defend the same against the lawful claims of all persons whomso-
ever.
TO HAVE AND TO HOLD, all and singular the above granted premises,
together with the appurtenances and every part thereof, unto the
"'08.90 E+cF1329
S
1
s
_A F F I, D A V I T
Date
The roof system, Permit # -� % 6 q-L installed at
13 L6 S P,r,
for owner f `,, 1-iTL-IN /,Q IQ 1 , has been installed
Name
in accordance with Manufacturers' Specifications and is in full
compliance with chapter 32 of the Standard Building Code, 1991,
Edition. r
Contractor Name
County.Certification No.
Contractor Signature
STATE OF F O IRA
COUNTY OF
The foregoing instrument was
acknowledged before me thisq
day of 195 b
who is - -
'personall_y known to me or who has
produced`P��r
as identification. (SEAL)
s nnature of Notary
Type or Print Name of Notary
Notary Pub�io title
�*Y pG—'AMSe$
o COMMIss;2d N CC 411309
oCoX?A�xasion Number
U
0r F�L2 ATLANTIC BomU;NG CO., INQj
_o
P-i-Q-N Na+dvA
%J
Wind Load Structural Calculations per ASCE 7-93
START HERE Establish wind load velocity pressure for Hurricane Engineering
STEP No. I exposure C cr exposure D for shoreline arson Corporation
mevalooH aemxevMeshownb me Mat eelowhbmed on me.,rarest role wra spaea IIOMPN Ill I South Federdilwy..Su11e226
ae9sF rea4emeataa me moaliaol Ml9nt to eoM rectasjedmasnucMe. •Sea Below Exp.D Stuart. Florida 34994
FnnvM[K-------- —-VpRare: a07/221-5619 Fac TO6e06
to 30'
datonce
28.8
Roof Coefficients for wind load calculations an buildings with a mean
ewe
Zen than 60 feet.
member members member member podlon of members members members poMon of members member member poMon of
span igth. with only l with more totally in Rccd home vMh only 1 with more totally in Roof home wdh arty 1 with more tofalry th Roof home
bro. to brg. edge/ddge than I a gable members edge/doge than 1 a gable member sage/rldg Man I a gable members
Rool homing memben at 24- on center
With roof pitch angle Zero to 10 degrees
With roof pitch angle 10 to 30 degrees
Wth root pitch angle 30 to 45 degrees
Coefficients
for
Coefficients for
Coet6clenh for
ROOt rtame HOOr rtalrle ltOOr naRle NCar name tJvnm[Ityrc n'7 nwi nwim'w- nu,ovv ..guy
member members members members poMonof members members members poMon of members members members poMon of
span Igfh. with only with more lot aDy in Root home with only1 Wth more totally in Roof home with only wish more totallym Roof home
brg. to brg. edge/ridge awn I al members edgelddge than I a gable members edge/edge Man I o gable members
Note i. Edge/Ridge Zone and End Zone calculation Is thus 10%of the endwdl width or 40%af me "an ro0(helght. whichever is smarter. 1
The methods of determining the wind force generated reaction loads in this document udihes the provisions of the ANSI / ASC'E Standard 7-93, Minimum
Design Loads for Buildings and Other Structures. Section 6, Wind Loads. 6.4.2 Analytical Procedure in accordance with 6.4.2.2 Limitation.., ojAnalrticol
Procedure. This method applies all appropriate factors and pressure coefficients applicable for the main wind farce resisting system, end zones,
overhangs. edge strips. walls, roofs, components and cladding as shown in Section 6. figures I, 2, 3. & 4 and tables 4, 5. 6, 7, 8, 9. 10. 1 I & ITT,
velocity pressures shown in Step No. I have been calculated in accordance with Section 6.5.1 and modified for velocity pressure exposure coefficients and
gun response factors relative to exposures C and D in compliance with Table 6 and Table 8 respectively.
The use of this document is restricted to buildings less than 60 fat high, subject to the same limitations as shown in Section 6.4.2.2 of the ASCE Smndard
Captticht
7A3 and must be completed under the direction and supervision of a registered professional engineer
Pace I
_ STEP No.2 1 Identify and Number! I INOM: Nomenclature mslgned by
sAurpm A-TI (A. The mot ROCMnglw In welch lM thus TI is toaab4) true companies may also be used
On your roar framing plan, Identity, by prefixes and number, all structural training members. emept far o^den&beams.
Use the same prefix and number for all members which are Identical In span and general design.
Prefixes are shown Note: Mark off glider trusses and beam at their bearing points with'A' at one bearing point and
In the than below. °B° at the other bestirs olnt. am le: GI -A and Gl-B for each end of a irder buss
Item Roo! Roof Hlp Beam or Hlp O.S.Roof Opening Gable Shear End Side
......... .....h, n,.tn ux.n w..n
STEP No.3 Ceculite wind uplift foods for structural roof burring memhea of baM beating points
Ust hip food king -locks after Step 4d Is completed. Do Include hand trained Gables, GF-s.
Note 2: The selactlon of hue coefi lent'C' must be from the chair shown on page 1 and Is based not on the roof training center distance,
16- of 24' on center; neat the than for the appropriate roof pitch ongle must be used In CaniUctlon Win the tact frame member span length
from beaMg point to beceng Paint. ImpotanC Select Me correct coafklent for each roof framing member basedon the
Follow calculation Instructions number of Edge or Ridge strip areas acting on that spectra roof Hama member.
of the bottom of the columns. Typically. most hip locks and some raters have only one edge or ridge strip.
The load
result of this calculation Is the net uplif reaction vertical
to the beating point less
the dead load reaction.
Col. A
Cal. B
Col. C'
Col. D
Col. E
Col. F'
Col. G
Col. H
Col. I
Col. J'
Col. K
Col. L'
Leffer
Upohlootl
Ritlge
ri,,iogle
Poor from,
Coefcjent
Velocity
ColcL4ated
Dead
Calculated
Roofffome
Coln4ated
Union.=
Upitload
•
Leber-
member
O Note
pressure
vow
Land
Vclue
center
Value
1/2$Dan
opposite
at awe w/
entl=a.
I.D. No.
Roof and
(PSF)
dletcme
Uneb.=
gave end
overhang
Ewe
on pram
overhang
(feet)
overhang
for a.(Uv)
for b.(LbsJ
and =b.
2.20
99.22
�
l 91.2
Rom'"%'.
182.44
16.00 _
_ 2919
... Y
a.
A
T-1
2.04
45.1
_
92.00
8
84.0
2.00
168.07
2.00
336
3255
b.
' &s
1.34
x"
60.43
16.00
1678
A
T-1
_
2.04
-aca.
45.1
92.00
8
_52.4
84.0
2.00
_104.87 _
168.01
_ _
2.00
_
336
2014
Is.
2.20
;4
99.22
91.2
':
182.44
16.00
2919
r:1
o.
3255
A
T 2'
_
2.04
45.1
92.00
8
84.0
2.00
168.01
2.00
336
b.
„•<,
'�".
1.34
-.:` .-
6043_
_..
v. ,"` . '•'
104.87_
16.00
_ 1678
2 ;"
- a. _
2014
A
T-2
_ _
2.04
45.1
_
92.00
8
_52.4
$4.0
2.00
168.01
2.Ip
336
6.
0.0
rafm
0.00
-
_ _
0
0.6)
0.0
6.06 _
_ _ _
0
b
000 _
`.�`,-'
_0.0
.,ks=
_ 0.00
0.00
0.0
0.00
0
0
b.
&
0.00
0.0 1
1 0.00
0
0
b.
0.00
0.0
6.06
0
0
b.
0
0.00
0.0
0.00
0
b.
0.00
0.00
0.0
0.00
'1
S;
-
- -
-
0
0.00
0.0
0.00
0
Is.
0.00
- ;'• .; ,..
_ 0.0
coo _ 0.0o
--
0
-0
_ a _
- -
_
_ _
0.00
0.0
0.00----
0
b.
0
0.00
0.0
0.00
0
Is.
0.00
,. t„
0.0
µ
_ D.00 _
_ _
_ _ D
0
-
0.00
_ _,
0.0
1
1 0.()0
0
b.
.-�
<r.
ter«._'•,:,
000
r
_
_a._
_
0.00
_0.0_
0.0
_0.00__--___0_
0.00
0
0
b.
- -
-
-
-0-0-
-
_ 0.00 _
- -
_ 0
ei
-1
_ - _
0
Ho
0.0
0.00
0
b.
0.00
•,M
_ 0.00 _
_ _ _
_ 0
P
0
- -
_
0.00
_0.0_
0.0
0.00
0
b.
-
0.00
0.0
6.00-
_0 _
0
_b-
0
000
0.0
000
0
b.
000
0.0
,z;;g .,,-
_000 _
-
_0
0.00
0.0
0.00
0
0
Is.
0.00
0.0
0.00
0
0
Is.
0.00
f:..
0.00
0
x..
o.
0.00
-0.0-
0.0
_ _
0.00
_ _ -
_ _ _
0
0
_ _
b.
NOTE:
_ 000;_
^;:;.
,. 0.0 _
_ 0.00 _
_ - -
_ _ 0 _
_ a. _
0
SEE STEP NUMBER B FOR HORIZONTAL AND
0.00
0.0
0.00
0
b.
PERPENDICULAR LATERALSHEAR LOADS AT
a 000
0.00
0
Yn
Q
'BEARING POINT.
_yy;.,'
nm
_00_
tin
rim -
- - -
-ri -
-
Columns&
Calculation
Instructions
C
I D
-E
F,
G
H
C x D= E
E- F= G
G X H =1
I x J= K
Ka+Kb=L'
'NOTE 3: li the ewe does NOT nave an avemang or t'-o- or more; men emer f.e in column r
1 i
PAGE 2
STEP No. 4A (Only it Rake overhang exceeds 1 foot) -PLAN VIEW
STEP No. 4C
Contributory Uplift Load Values u • I ht•dor rid•
Hypotenuse lengths [or
for outside wail corner overhang areas: •av of warn
roof frame Hip King -Jacks
Use far ALL GABLE Carvers ONLY Overhang
Select the LENGTH vohres CC and DD from INS
Identical comers should have the some I.D. number drN x gad•
chart bated won the hip girder true set -back
AMA eaewnh upliftrood for mh comer ovedhoW aea
Qata ce frorn Me exledw backing woo and
eb prennh excess rake overhang uplift load RokeOvrhag
Me ewe overhang length.
Caner
Enter
M
Math
M
speclAc
Value ;: a'
Ca Set
as
Set -Bock
cc
Bove
Over.
El
LD.
Sq. Ft. of
A
FL<ed
Fwcllcn
A
rectangle
FFf����II
Set -Back
-Back
as shown
Shaded
T
Value
Value
T
velocity
Distance
BaoMg Distance,
Bearing;
Distance
BeaNhg
Hong
weth
w pl=
caner
H
(results)
H
pressure
Infest
Length
hfeet
Length
hfast
Length
DManoe
Length
Area
(sheer I
h feet
CR-1
%
4
0
X
0 ,'
1
1.4
9
12.7
17
24.0
1.00
1.4
CR-2
x
4
- 0
x
- 0
2
2.8
10
14.1
18
25.5
1.33
1.9
CR-3
x
4
- 0
x
- 0
3
4.2
11
15.6
19
26.9
1.50
2.1
CR-4
x
4
- 0
x
- 0
4
5.7
12
17.0
20
28.3
2.00
2.8
cR•5
%
4
= 0
x
0
5
7.1
13
18.4
21
29.7
2.50
3.5
CR-6
x
4
0
x
D 1
6
8.5
14
19.8
22
31.3
3.00
4.2
CR-7
x
a
- o
x
- 0
7
9.9
15
21.2
23
32.5
3.50
4.9
CR-8
x
a
- 0
x
- 0
8
11.3
16
22.6
24
33.9
4.00
5.7
STEP No. 4B Calculate Wind Uplift Load Valaa of Treating points of gable nor or rsncr and uplift per lint root
far able laillorazondesigniandconneatorshingon band framed ble;
GFe or
Col. A
Col. B
Col. C
Col. D
Col. E
Col. F
Col. G
Col. H
Col.I
Col. J
Cal. K
Col. L
LINE
Member
Enlerhoff
M
Moth
M
specik
Value
M
Hus
Un
Uplift
Total
Ust
Upon
Sheath
loftb I
I.D. No.
Sa. Ft. of
A
Posed
Function
A
rectagle
(resuts)
A
value
go. & Lb.
al each
Uplift
horatntl
Shearon
Mats. &
tNclmess
Ridge
end .a.
m shown
thatched
T
value
value
T
Velodry
T
values
bearing
for both
beaNg
gads
a`
Nall size
Ewe
ondons
rakeasa
H
(nails)
H
POWs
e9
H
from
print
becrig
mstonce
sheathbg
or.top
Peet 1)
Step
a.&b.
pohh
(Peep
(P f)
&V.Crs
end-b.
+
0
0
q.
X
2.4
v 0
X
- 0
+
0
0
0
0
b.
- 0
+
0
0
0
0
0
0
a.
IT.
X
2.4
_ 0.
)(
+
2.4
+ 0
0
L 0
b.
X
+
0
afflimmom
a•
0
0
0
_
b:
+
0MWOMa.
X
2.4
- 0
+
0
0
0
b-'I
_ 0
+
0
Elm
a. J
X
2.4
_0
X=
p+
0
0
0
b: l
+
0
0
0
°_
b. 1
0
Axis=C
CXD=E E+F+G=H
Ha+Hb=I
I/J=K
STEP No. 41) List the values requested and pertonn the calculations on Lines 3, 4. and 6 for each dissmIar king -Jack shown
on plans. Then, Insert the calculated values from Une 4 and We 61nta Step 3, Colurnn J. lines a. & b. respectively.
King -Jock I.D. No. as Shown on plans
Une
Set -back distance (Ref.)
Number
Root Pitch Ratio (else to 1( (Ref.)
1
Pitch Factor =Page 1, General Into.
2
Ust the CC length value
3
Multiply Une 1 times Une 2 =
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
4
DMIdeUne 3Value by2=
0
0�
0
0
0
0
0
0
0
01
5
Ust the OD overhang length value
6
Multiply Une 1 tittles Une 5 =
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
STEP No. 5 Determine the ADDITIONAL wind upfdt bad for those roof frame members that extend or exist over partially
enclosed and/or open areas.
Col. A
Col. B
Col. C
CoL D
Col. E
Col. F
Col. G
Col. H
CoI.I
Col. J
Col. K
Col. L
UNE
Load Ka.
Velocity
Additional
Member
Member
Effective
Sum of
Member
oddtb
Load Ca.
adctHood
Revised
tel�or
&Lb. from
pressure
uplift load
length over
dW=e
sq. ft.
ae
span ci
UpNll
di ro:
wofrload
wllnlwcl
Rldlge
Sep No.3
fromstep
per sq. f.
Me open
on center
area per
uplln too
fog to rig
per Meal
bra Rt b.
of beg. pa
of big. ph.
endla.
LLD.No.
No. 3
areaonly
member
/mamba
foot
bog Pt a.
a, and b.
aandb.
Ewe
Col. MP
(Ux.)
t)
et)
)
(Feet
et)
.)
end=b.
1678
.
�«
207
18155
2014
_
45.1
33.8
14.00
2.00
�e«7.00
28.00
947.1•t
32.00
30
25.00740
_
_
2919
+
`h
aia
€sw_
M'
_.,
7.00
_ 207 _
3126 _
a.
T-2'
3255
45.1
33.8
14.00
2.00
28.00
947.1
32.00
30
25.00
740
3995
b.
0.0
0.00
0.0-
0
0
0
b.
'�
.. �.
0
- - 0-
----
0.0
0.00
0.0
0
0
0
Ib.
,.µ`
0 _
Ia. _
0.0
0.00
0.0
0
0
0
Ib.
0.0
0.00
0.0
0
0
0
1 b.
Calcul on Bx0.75=C DxE=F CxF=G G/H=1 IxJ=K A+K=LI
Instructions
O
EM
M..
-
Engineer Approved Connector Specification Chart
avc., ro naavt..nmaccmpv�adln m uawa*a
Connector location symbol key m„wa� eena �•d.
"A• I
w
'C
"D"
"E"
-r
"G"
"FP
"I"
Roof home
member to teP
of wall
WPAfNd(f)
to sLL plate
orfoundall n
OpeninaH
b iNds lacb
acdpples
Fouedatlon or
itemwasl to
"lost or
G .ft,
top of wall
Men Jobtto
Mal hcksdkla
and/or0 plate I
Coksmnbasef
aW
Column Cops I
Twost7.lower
wag b 2ntl fba
to upper wag
Speed
Loconon
'Desclbe'
Connector Manufacturer symbol key
tNGKS Manuf0etum9. Ina
Ise Me letter
SknPwnShonp Tie ConCaly.Inc.
Use Me Letter ST
Soumeastam Metals Mfg. Co..lna.
Uselbe Latter Std
OMer mpnufapleree, Specify Neme
the 9P
CONNECTOR CHART Fasteners to be rnper mmuraclmees recommeecollon unless omen4te noted
Structural
member I.D.
No. as Sho%,n
on Plans
boor lood value. us. 2 One, n locd
dlM1m al arEr alsome mnrloPr
ConeectoLsmbob
ManulacNrefs
connector
Pat Number
Qu ftfy
read. a each
LOCVION
SCe of ncra and
number or nags
reauhed of Boob
connector
Bugdmp
Inspwc
Check-0fl
cosmm
for
IOCo3on
For
Mfg.
Upgtt Loatl
at peeing Pohl
Petpen=ula
kadto beakq
tbltrentol
ksatl to Deorm6
T-1 •
3255
5553
456
A
H
TA22
3
10 - 10d EA.
T-1
2014
342
282
A
H
TA22
2
7. 10d EA.
T-2•
3995
679
559
A
H
TA22
3
10 - 10d EA.
T-2
27U
468
386
A
H
TA22
2
10 - 10d EA.
Engineer's Specifications for Wood and Masonry Construction including Roof Sheathing:
NOTES: All fastenings must be In strict compliance with S.B,CIC.I, Code 1705 and, or meet local requirements,
All Wood Construction must conform to the provisions of Chapter 17 in the S.B.C.C.I. Standard Building Code
and. or meet the local requirements of any other applicable code' or code amendments adopted by the
community In which this specific structure Is being constructed.
All Masonry Construction must conform to the provisions of Chapter 14 in the S.B.C.C.I. Standard Building Code
and. or meet the local requirements of any other applicable code' or code amendments adopted by the
community In which this specific structure is being constructed. 'Such as the South Florida Building Code or others.
Any sprdQcation shown hereon shalrauprrsede any can/rlcHnr speclJ(cnHon shown on the submitted drantron
Masonry and
Wood Const.
Wood Construction
AfasonryConsimcdonofIffolhis Loudliarin
Unib
Single story or two
Cory 2nd floor w I
s eathing & stu s
Two story flrsi
oar wall..
eathing & sits s
Single story or two sto
d floor wall const,
First floor wall constructio
r a two story structure
Roof sheathing
to be:
Thick
3/4"
Thl
-
Thl
Wall r nforcing per s cing
Wall re forcing per spat g
MOM
OSB
Maf
Mai'
Bar size
-
Barsize
-
nail size
1 OdORBdRS
nail siz
nail siz
Bars req'd
Bars req'd
nailing'
4"o.c.
Shearw late I load
Shearw I late I load
Dowel size
Dowel size
Ply-cllp
nailing'
nalling' 'O.C.
Max. Ctrs.
Max. Ctrs.
Part If
Shearwal IIfl load
Shearwall u lift load
Wall thick
Wall thick
ory Footings
nailing'
nalling'
eO.C.
Bond bea
Bond beany
size
Studs
Studs
X
beam sl a
beam siz
sti. re '
Cenee
Cenee
In es
steel r jcf
steel re 'd
Crete
Specl s
& G de
Spool s
& G de
Gro t
Gro
2 Story Footings
M shear
all Igth.
MI sheaf
all Igth.
size
20" x 18"
Sit plate anchor
Sit plate anchor
sit. req'd
(3) If7's
P rt fl
P rt If
8" Masonry Gable
Concrete
2500ps1
ax ch.
axch.
Wailrelnforcingp cing
Rake bea rements
2 Anchors req'd. each
comer & wall opening
use wsh-916 washers
Remarks: 'Nailing center distance specified
above Is for perimeter edge of sheathing,
Interior nalling of sheathing is 12"O.C.
Bar size
1
e
Barsreq'd
Bars req'd
M rs.
Mln, Depth
This Structural Engineer of Record certifies that I have directed, supervised and reviewed these Wind Chad Calculations and declare that the wind load value,
connector specifications and material specifications shown hereon have been property determined by the provisions of ASCE Standard 7.93, Section 6, for this
specific structure. An impact resistance code has not been specified by this engineer for the exterior window and door openings of this strucNre. Storm panels art
recommended.
Note: This Engineer of Record has delegated other engixms to design and certify the structural credibility of any precngineered
and manufactured stmctuml building components or roof / floor miss systems including required connectors
(factory or field installed) which are intrinsically associated parts of the components or buss systems.
ENGINEER'S SPECIAL INSTRUCTIONS & REMARKS:
'RA FJ,g Nra of attRtl i] rR t W t1ma1 mly vtl nt b h mn1EcM ne
Fngm[er of ftam4 aiN Imal rtapnmibiliry fR an npMncuima rtlaave In Nb
mtlR 5 W tMe utl ryctlnC SIIe IOCeNM InCluMng mngy cot. CICai W.
proaNnB. a V AC. su I mmamt coney k aR'vu8e mJm a,herviu
Ntlientd
- SEE ATTACHED CALCULATIONS FOR ICE -BLOCK SYSTEM.
ii
Structural
Engineer
Engineer ,
of Record's
SEAL,
Date: J 9 P
ENGINEER'S
SIGNATURE:
Conhactol I-IM 7— Address P.O. BOx'6006
City/Stici STUART, FL 34997 Phone:
Job Address City
Building Dept.
Legal Description:
Residence for.
Engineer's Name William J. Mothers
State Registration Number 19658 in the state of FL
Address 1111 South Federal Hwy., Suite 226
City Stuart State FL Zip 34994
Phone (Area code) 407 Number 287-0525
Hurricane Engineering Corporation, 1111 South Federal Hwy., Suite 226, Stuart, FL 34994 Phone: 407 / 221-8639
Copynbht 1994 Hurdcane Engineednp Corporollon, M rights reserved
From : O'Donnell & Son
PHONE No.'-:407 229 (3817
Nov.28 1994 12:54PM P03
i
t
ST,
DEPARTMENT OF
37Do Vzou
VOW f1
LANDS
IMUNITY DEVELOPMENT
Avaava, Poo" zoi
rL 14964.16910
�VIT
I, the undersigned, am the owner of the following described property, NOMeSl°r2 4 Z,
WkCf� Tou/e,C'x CSPe I-PV46thy WA& 44)_Sv jley
°I;. pare IDOopol dnoAptlohhddro.)
for which l have applied to St. Lucie County for a Final Development Permit. In accepting
this Final Davalopm.4t Permit, BP Number I acknowledge that
as owner of the abode described property, and in accordance with Section 7.04.01(0),
St. Lucia County LardDevelopment Code, I shall be responsible for assuring adequate
drainage so that the, mmediata community WILL NOT be adversely affected. I further
acknowledge that Iff"g'ranting this permit for the development of this property, St. Lucie
County is neither otged nor liable to provide for, or maintain in any form, adequate
drainage off my property which will not adversely affect the Immediate community.
Pro .rly own Ngmrty Ownw Vat*
cP w relpinpWrei
BTATE OF F, COUNiY OF
THE FOnEQO1NQ INOTRUMPW, T ASAO 0WLCDGrDBErOnCMCTH10 DAY OF
f;:ie:tl
wH0 '* PEROONALLY KN01rJME OR WHO HAB PF*DUOED AC IDENTIFION"ON,
(G%89
;TQRY TYPE OR PRINT NAME OF NOTARY
C Dais WONT!
U"YPUWI%so"dKgfw *
rrLE COMWOON NUMBER NO.6029259
QuNilied In New York
Cmnlulon E)plrm Jum 15,1
M.000V rORM No.: 011-00
STATE OF FLORIDA G�� t
PERMIT # J _� +✓ �
_ e /
DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES DATE PAID
ggw np ONSITE SEWAGE DISPOSAL SYSTEM FEE PAID $slt3
CONSTRUCTION PERMIT - RECEIPT:# -Z,
� eon wc+a`' •' Authority: Chapter 38`1.,. FS & Chapter 1OD-6, FAC J
SC NSTRUCTION PERMIT FOR:
, ] New Systerj [ ] Existing System C ] Holding Tank [ ] Temporary/Experimental
[' ] Repair [ ] Abandonment [ ], Other(Specify)
APPLICANT: AGENT: Z / r� /t �/� /j
L./;'f�{�!llfe%1/'. i rFlfil�r'
//
,PROPERTY STREET ADDRESS: + ✓ 06 S f'�A,J/Hr't' �11tle,
�-^ {
LOT: {r!(- C BLOCK: (SUBDIVISION:lb
PROPERTY
9 )
PROPERTY ID ;,f, 1af i [SECTION/TOWNSHIP/RANGE/PARCEL NUMBER]
- [OR TAX ID NUMBER]
ti..
SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPEC{.IFICA;IONSYAIJdD STANDARDS OF CHAPTER 1OD-6, FAC
REPAIR PERMITS AND HOLDING TANK PERMITS EXP�RE�J ODAiYS' FROM THE DATE OF ISSUE. ALL OTHER PERMITS
EXPIRE ONE YEAR FROM THE DkTE?OE 'IS541JE. HRS APPROVAL OF SYSTEM DOES NOT GUARANTEE.,SATISFACTORY
PERFORMANCE FOR ANY -SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A
.BASIS FOR ISSUANCE pF'.TdiIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH
MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID.
SYSTEM DESS:GN; tRD (SAECPFICAMNS
T
A
N
K.
D
R
A
I
'N
F
I
�E
L
'D
O
"T
H
E
R
] [GALLONS / GPD] SEPTIC TANK/AEROBIC UNIT CAPACITY MULTI-CHAMBERED/IN SERIES:[ ]
[ ] [GALLONS / GPD] _ r CAPACITY MULTI-CHAMBERED/IN SERIES:[ ]
( J GALLONS GREASE dNTERCEPTOR.;CAPOTY ;[MAXIMUM CAPACITY SINGLE TANK.: 1250 GALLONS]
[ ]- 'GAL4ON9,PER DOSE j!iWING' "TAkkL CAPACITY DOSERATE [ ] PER :24. HRS NO. OF PUMPS: [ ]
[,� ] SQUARE FEET PRIMARY DRAI'NFTELD SYSTEM
[ SQUARE. FEET SYSTEM
TYPE SYSTEM: [ ] STANDARD [(.t] FILLED L' J MOUND [ J
CONFIGURATION: L4 ] TRENCH [ ] BED [ ] f
:LOCATION OF BENCHMARK:, it- t% t.
.ELEVATION OF PROPOSED SYSTEM SITE [ r ] [.INCHES/FT.] [ABOVB/BELOW] BENCHMARK/REFERENCE:TOINT
'BOTTOM OF DRAINFIELD TO BE [ ? ] [INCHEStFT] [ABOVE/BELOW] BENCHMARK/REFERENCE_RO4NT
FILL REQUIRED: [ ki t, J INCHES' EXCAVATION REQUIRED: +[,;WN r;�rJ; INCHES
/D Lle ut f U, Il
SPECIFICATIONS. BY:
t
APPROVED BY:
DATE ISSUED: <,i r ✓
TITLE:
TI"TLE: ,%; f CPHU
,EXPIRATION DATE:_
r"
HRS-H Form 4016, Mar 92 (obsoletes previous editions which may notbe. used)
(Stock Number: 5744•001-4016-0)
BUILDING DEPARTMENT
Page 1 of 2
INSTRUCTIONS:
PERMIT NUMBER:
Permit irazking number assigned by CPHU. ,
APPLICATION FOR:
Cheek type of permit, if `Other' spec.fy t}pe is blank.
APPLICANT:
Property cos nar's full name.
TELEPHONE:
Telephonc number for applie nl or agent.
AGENT:
Properly o vner's legally authorized repre5antative.
MAILINGADDRESS:
P.O. box or street mailing address for applicant or agent.
LOT, BLOCK, SUBDIVISION or
PROPERTY IDN':
27 character id number for property. (CPHU may require property appraiser ID k or sectionstawaship/range/parcel number)
SYSTEM DESIGN AND
i
SPECIFICATIONS:.
TANK:
Minimum spccifrcAtions from Chapter I0D-6, FAC.
DRAINFIELD:
Minimum specifications from Chapter 1013-6, FAC.
OTHER:
Other specifications, such as operating permit requirements, low -volume Bush toilets, variance provisos.
SPECIFICATIONS BY:
Name of individual providing specifications. If designed by a registered engineer must be scaled..
APPROVED BY:
Cuunty Public H-eahh Unit (CPHU) personnel reviewing and approving, permit.
DATE ISSUED:
D::ta permit is issued by CPHU.
'EXPIRATION DATE:
One year from date issued: if the system has not been installed. Permits for system repairs bac me. void 90 days from the date
issued.
i
gfA512vg6p I
St. Lucie County Building Dept., February 20, 1996
Dear Sirs,
I, William H. Addeo, as the owner of the building at 13603
South Indian River Drive, Jensen Beach, hereby state that at
this present time I do not wish to finish the ground floor
living space of the building at this address. If in the
future I decide to go ahead and finish the ground floor and
make it into living space, I realize that at that time I must
obtain a building permit.
Thank you for your time.
STATE OF: COUNTY OF:
SUB CRIBED AND SWORN TO BEFORE M/E'THIS
� Z / 5�day of J� 19 R (,
NOT PRY, PUBLIC:gd -t [�t,t,�/ W. ib%GG .
MY COMMISSION EXPIERS: Fba �20 / g 9 9
PATRICIA A DAVIS
My CommaSbn CMW1E8
Expires Feb 20,1999
Bonded by HAI
SOD-422-1555