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HomeMy WebLinkAboutSUBMITTED PAPERWORKPLEASE PRINT. DO NOT COMPLETE SHAPED4AREAS. DATE:
i-nl NEC -6 F;" Q. 4-1
PROJECT INFORMATION
PROJECT ADDRESS: C'l��A�j/a p2tV r, lli GCEF(_ 4!9 `fiZ
SITE PLAN/PROJECT NAME: Tj2>aU 12GSlCJt✓NG
SUBDIVISION:=)NpIAN ([jI/k(L ES,TA 5 ( mir LOT: -7 BLK: ?o)
PARCEL DIMENSIONS: R(LF..GU(A(L G`5,55tx 1¢0.1` X 1 6-0'x 171.3`
�zL " y
PROPERTY TAX ID # 3¢02 CIO 0272 0003
PARCEL SIZE (ACRES OR SQ. FT.) le63 AG2r
LEGAL DESCRIPTION: LOT -7 RLOC.K 79 ACCptZDtni
R..11/ErL 1'' AT9S W,3cr N)t1� fS 2 C012t7En'i�u` PL1i' t?nnaC /py i�AGr_ ?� OF
7t4Fi- P(i GI -I C M G02DS OE sr I. C.1 T Coil "�
1 CA
OWNER NAME: MR. z mym. 2LG(dQ RP C. TIZEu
ADDRESS: 17&2 t3C2Ks14lLZE
CITY: STATE.
ZIP: 340I�i 2 PHONE #: (4d? ) �i7i7 (s2$g
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER
LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW.
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY:
STATE': -
ZIP:
s
♦ e
Yes
Date Ilia
PERMIT INFORMATION
LOCATION: PAFA'e4 MIMI' FTi�/ FL 34--1bZ
LOT SIZE. DIMENSIONS:
+` BUILDING SETBACKS (ACTUAL):,
FRONT &O,UI REAR 4.2.01 R.SIDE 14,Ot L.SIDE 147,Ot
J SQUARE FOOTAGE. OF CONSTRUCTION: AIC— 14-94; GARAGE-470 TOTAL 10173 Sq. V'F
•.�. DESCRIPTION OF WORK: MCIJ (3) 13St7g=60M, CZj VAT-Mi (2) Cdrz 6/.12A (1) 4yrLY
:-_PROPOSED USE: SIuGLE 1%S►R(lJ{ DWrLLING
TYPE OF CONSTRUCTION: (CHECK ALL APPROPRIATE AREAS)
RESIDENTIAL: ✓ OOMMERCIAL: INDUSTRIAL: OTHERc.
NEW CONSTRUCTION: ✓ EXPANSION OF -EXISTING BLDG:
4 INTERIOR R
��E
yyMODELING:, OTHER (SPECIFY):
I BST�:COST:�T_�D.GL'i3,liG
I d STATE OF FLi)$.%CERT�f� GCsL009$%9 / COUNTY:'CERT # $ZOS
.- 3 -CONTRACTOR NAME: J,Q.E12
�s ADDRESS:, 6,[OF, `o(SCC4 D12
}} \/ CITY: ET-. ' j�1�2GF STATE "F( .
£. ZIP: 34ci'i2 PHONE _( 67) 4(e4 74-S&
a
( 'ARCHIT/ENGINEER: w^wU;
..ADDRESS:
CITY:
ZIP:
BONDING COMPANY:
ADDRESS:
CITY:
j
STATE, OF FLORIDA
DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES
ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION AND INSTALLATION PERMITcANNC_
Authority: Chapter 381, FS IBY
Chapter 10D-6, FAC 8f. LOCG3 �p6,
Applicant el Tr i..re Permit Number `Y
PART I - SYSTEM CONSTRUCTION SPECIFICATIONS AND CONSTRUCTION APPROVAL
Treatment Tank
Minimum Draintrench
OR Minimum Absorption
Size
Bed Size
Septic tank or
Grease
interceptor
Square Feet
_3 7S_
7S
3Square
aerobic unit
gallons
gallons
Feet
Septic tank or
!'L)
aerobic unit
gallons
Dosing tank gallons
Square Feet
Square Feet
Graywater
tank
gallons
Square Feet
Square Feet
Laundry
waste tank
gallons
Square Feet
Square Feet
Other Requirements:
(a) Installation must be in accord with requirements of chapter 10D-6, FAC.
(b) A system construction permit is valid for a period of one calendar year from date of issue.
(c) Final installation inspection and ap r val is required before the system is covered. ��
(d) Invert of stub -out for©USc to be 24Uc L TCoAD benchmark.
Invert of stub -out for to be benchmark.
Invert of stub -out for to be benchmark.
Invert of stub -out for et'o be benchmark.
(e) Fill quality and quantity: �/ x 22/ K J / C 12-/ i�0
EXCAVATION MUST BE CHECKED
BY THIS DEPARTMENT PRIOR TO
DRAINFIELD INSTTALLATION.
7" pp
tNf'// ' dp hks- gc AocniA QLA-Dci) � pen- Fh-C. &rDeLmies
✓iZA-r heb to 11e1AAj,,, A-T- %Of oFF OE 'Dft-g�cJ�-�IY �INI S
(f) Other: TF ARRA r1F nRATNFTF.TD Is g1mTFCT Tn gATTTRATTON FROM ROOF DRATNACF..
ROOF MUST BE GUTTERED PRIOR TO FINAL APPROVAL.
System design and specificatio Title FS...u—
`Construction authorized by: Date 1 3
County Public Health Unit
Note: Completed copies of tMs form will be provided to the applicant, installer and the building department.
AUDIT CONTROL NO. 106628 SQUARE MILE Z
HRS-H Form 4016, Feb 65 (Obsoleted previous editions which may not be used)
(Stock Numben6/44-001-t016U) I Page 1 of 2
SN: 1813 -4 r
FLORIDn ENEIGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Section 9 Compliance Program - Residential Paint System Method
Version 1.0 January, 1991
Department Of Community Affairs
Printout generated by EPI91 and,submitted in lieu of Farm 900-A--91
THIS COMPLIANCE FORM IS VALID IF SUBMITTED AFTER JANUARY 1, 1001
PROJECT NAME: TREY RESInVNGE
1 PERMITTING OFFICE:
AND ADDRESS: rAPAYA ov-WC
--------------------------------
__E_T._PIrIZGE FL_�{ .....
-LIMATE ZONE: 4 5 6
BUILDER:
J.A. (.JElt2
I PERMIT
G EIaEfLAl
NO.:
_�A1TM1AGaR
-_------
OWNER:
__MR. Y4RS. tLtc•U�4P? G. -► itF-O
I JURISDICTION NO.:
-------------------------------------------------------------------------------
C:OMPONENT:
DIMENSION: VALUE:
EATING:
VALUE: OFFICIAL CHECKLIST
STRUCTURE TYPE:
Single -Family
PREDOMINANT EVE OVERHANG
Length: 2.00
PORCH OVERHANG
Length: 33.00
WINDOWS
Single Clear
Total Area 389.40
All Vertical Glass
Total Area 389.40
All Skylight Glass
Total Area .00
WALLS
Ext Wood Frame
Area: 999.00
R-Val:
11.00
Ad.j Woad Frame
Area: 175.00
R-Val:
11.00 _
DOORS
E•rt Wood
Area: 20.00
Ad.j Woad
Area: 17.00
CEILINGS
FLAT Under Attic
Area: 1215.00
R-Val:
19.00
FLOORS
Slab -on -Grade
Perimeter: 200.00
R-Val:
.00
DUCTS
Unconditioned Space
Length ALL
R-Val;
4.20
COOLING
Central A/C
SEER:
9.00
HEATING
Heat Pump
COP:
2.80
HOT WATER
Electric
EF:
.90
Bedrooms: 3.00
INFILTRATION'
Conditioned Floor
Area: 1495.00
Pract:
2.00
AS BUILT POINTS
f BASE POINTS
100 = EFL
30,307.BB
30,926.16
98.00
GLASS
TO FLOOR AREA RATIO
=
.2605
In Accordance with Sec. 553.907 F.S.,
I Hereby certify that the plans and
specifications covered by this calcu-
lation are in compliance with the
Florida Energy Code,
OWNER/AGENT:
DATE:-
Review of the plans and specifications
covered by this calculation indicates
compliance with the Florida Energy
Code. Before construction is completed
this building will be inspected for
compliance in accordance with Section
553.908 F.S.
BUILDING OFFICIAL:
DATE:
0
•
r
** PRESCRIPTIVE MEASURES (Must be met or exeeded by all residences) **.
COMPONENTS SECTION REQUIREMENTS
WINDOWS 904.1 Maximum of 0.34 CFM per linear foot of operable sash
crack.
EXTERIOR &
904.1
Maximum of 0.5 C•FM per sq. ft. of door area. Includes
ADJACENT DOORS
sliding glass doors, solid core, wood panel,
insulated, or glass doors only.
-------------------------------------------------------------------------------
EXTERIOR.. JOINTS
904.1
To be caulked, gasketed, weather stripped or other-
& CRACKS
wise sealed.
-------------------------------------------------------------------------------
WATER HEATERS
904.2
Must bear label indicating compliance w/ASHRAE stand-
ard 90 or comply with efficiency and standby loss re-
quirements. Switch or clearly marked circuit breaker
(electric), or cut-off (gas) must be provided. An
external or built in heat trap must be provided.
-------------------------------------------------------------------------------
SWIMMING POOLS
904.3
Spas and heated pools must have covers (except solar
& SPAS
heated). Non-commercial pools must have a pump timer.
Gas spa & pool heaters must have minimum thermal
-----------
efficiency of 78
7-------------------------------------------------------------------
HOT WATER
904.4
Insulation is required only for recirculating systems
PIPES
In such cases, piping heat loss shall be limited to
17.5 BTU/H/Linear Ft. of pipe.
------------------------------------------------------------------------------
SHOWER HEADS 904.5 Water flow must be restricted to no more than 3 gal-
lons per minute at 80 PSIG.
HVAC DUCT 903.2 Constructed in accordance with industry standards &
CONSTRUCTION 904.6 local mechanical codes. Ducts in unconditioned space
must be insulated to minimum R-4.2 & joints must be
sealed.
HVAC CONTROLS 904.7 Separate readily accessible manual or automatic
thermostat for each system.
---------------------------- •-------------•--------------------------------------
INSULATION 904.9 Ceilings minimum R-19. Common Walls - Frame R-11 or
CBS R-3. Frame Common Ceilings & Floors R-11.
** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST **
-----------------------------------------------
COMPONENTS REQUIREMENTS
PRACTICE #2 Comply with Practice #1 and the following.
-------------------------------------------------------- -_----------------------
Exterior Walls &< Floors Top plate penetrations sealed. Infiltration barrier
installed. Sole plate/floor joint caulked or sealed.
'Exterior Walls &<
Penetrations,
joints
and cracks on interior surface
Ceilings
caulked,
sealed, and
gasketed.
DuctWorF;
Ductwork:
in unconditioned space must be sealed.
Fireplaces Equipped with outside combustion air, doors, and flue
dampers.
Exhaust Fans Equipped with dampers. Combustion devices see 903.2
(f).
Combustion Appliances Provided with outside combustion air.
a
- o
SUMMER CALCULATIONS
= RASE ___ __= AS -BUILT
BLASS---------------- 1
ORIEN AREA r, BSPM = POINTS 1 TYPE SC ORIEN AREA r. SPM x SOF = POINTS
N 152.00• 47.8
7265.6 1
SGL CLR
N
54.0
51.0
.76
2090.0
1
SGL CLR
N
32.0
51.0
.80
1310.2
1
SGL CLR
N
66.0
51.0
.BG
2904.9
E 57.00� 102.0
5814.0 1
SGL CLR
E
33.0
109.2
.84
3019.0
1
SGL CLR.
E
20.0,
109.2
.82
1800.3
1
SGL CLR
E
4.0
109.2
.55
241.4
S 104.50' 90.9
9499.0 1
SGL CLR
S
40.0
-100.2
.74
2952.E
1
SGL CLR.
S
10.3
100.2
.39
402.5
1
SGL CLR,
S
9.9
100.2
.52
511.4
1
SGL CLR
S
4.0
100.2
.42
169.4
1
SGL CLR,
S
26.0
100.2
.39
1016.0
i
SGL.CLR
S
14.3
100.
.25
358.2
W 75.901 102.0
7741.8 1
SGL CLR
W
66.0
109.2
.84
6038.0
1
=--------------------------------------------------
SGL CLR
W
9.9
109.2
.65
706.3
-------------- --------------
.15 x C:OND.,FLOOR / TOTAL
GLASS = ADJ. x GLASS
=
ADJ GLASS
1
GLASS
AREA
AREA
FACTOR. • POINTS
POINTS
1
POINTS
-------------------------------------------------------------------------------
.15 1,495d00
389.40
.576 30,320.45
17,4G1.12
1
23,520.25
NON GLASS------------
1
AREA x BSPM
=POINTS 1
TYPE
R-VALUE
AREA
x SPM
= POINTS
----------- 7-------------------------------------------------------------------
WALLS----------------
1
Ext 999.01 1.0
999.0 1
Ext Wood Frame
11.0
999.0
1.90
1898.1
Adj 175.0! ,7
122.5 1
Adj Wood Frame
11.0
175.0
.70
122.5
DOORS---------------
1
Ext 20.0' 4.8
96.0 1
Ext Wood
20.0
7.20
144.0
Adj 17.0 1.6
27.2 1
Adj Wood
17.0
2.40
40.8
CEILINGS-------------
1
UA 1215.01 .6
i
729.0 1
Under Attic
19.0
1215.0
1,i0
1336.5
FLOORS ----- =---------
1
Slb 200.0' -31.8
-6360.0 1
Slab -on -Grade
.0
200.0
-31.90
-6380.0
INFILTRATION---------
1
1495.0• 10.9
16295.5 1
Practice #2
1495.0
10.90
16295.5
----------------------------------------------------
TOTAL SUMMER POINTS
1
29,370.32
1
36,977.65
--------------------------------------------------------------------------------
TOTAL x SYSTEM =
COOLING 1
TOTAL x CAP
x DUCT
x SYSTEM
x
CREDIT
= C:OOLING
SUM PTS MULT
POINTS 1
C:OMPON RATIO
MULT
MULT
MULT
POINTS
-----------=-------------------------------------------------------------------
29,370.32 1 .42 12,335.54
1
36,977.65 1.00
1.100
.377
1.000
15,321.07
I
WINTER CALCULATIONS
BASE ___ __= AS -BUILT
GLASS ------ I--------- 1
ORIEN AREA x BWPM = POINTS 1 TYPE SC ORIEN AREA x WPM x WOF = POINTS
N 152.00,
15.6
851.2
E 57:00:
-5.6
-319.2
S 104.50'.
I
-14.0
-1463.0
i
W 75.90
-5.6
-425.0
-----------------
.15 x COND. FLOOR
AREA
SGL
CLR
N
54.0
9.6
1.15
593.9
SGL
CLR
N
32.0
9.6
1.12
344.2'
SGL
CLP.
N
66.0
9.6
1. C>8
686. 5
SGL
CLP,
E
32.0
-2.2
.12
-8.9
SGL
CLR
E
20.0
-2.2
.05
-2.1
SGL
CLR
E
4.0
-2.2
-1.73
15.2
SGL
CLP.
S
40.0
-10.9
.79
-343.0
SGL
CLR
S
10.3
-10.9
-.13
14.6
SGL
CLR
S
9.9
-10.9
.40
-43.2
SGL
CLR
S
4.0
-10.9
.01
-.5
SGL
CLP,
S
26.0
-10.9
-.13
36.8
SGL
CLR
S
14.3
-10.9
-1.09
169.9
SGL
CLR
W
66.0
-2.2
.12
-17.7
SGL
------------------------------------------------
CLP.
W
9.9
-2.2
-.96
20.9
/ TOTAL GLASS = ADJ. x GLASS = ADJ GLASS 1 GLASS
AREA FACTOR. POINTS POINTS 1 POINTS
-------------------------------------------------------------------------------
.15 1,495.00
-389_40-------.576-----1,356_04-------780
d------1,466_77
NON GLASS---'---------
1
. AREA x BWPM =
POINTS
'1 TYPE
R-VALUE AREA
x WPM
= POINTS
-------------------------------------------------------------------------------
WALLS----------------
1
Ext 999.0 1.1
109B.9
1 Ext Wood
Frame
11.0 999.0
2.00
1998.0
Adj 175.0 1.8
315.0
1 Adj Wood
Frame
11.0 175.0
1.80
315.0'
I.
DOORS -----------------
E/t 20.0 5.1
102.0
1 Ext Wood
20.0
7.60
152.0
Ad.1 17.0 '- 4.0
68.0
1 Adi Wood
17.0
5.90
100.3
C:EILINGS-------------
1
UA 1215.0 I .6
729.0
1 Under Attic
19.0 1215.0
1.00
1215.0
FLOORS---------------
1
Slb 200.0 -1.9
-380.0
1 Slab -on -Grade
.0 200.0
2.50
500.0
INFILTRATION',---------
1
1495.0 4.1
6129.5
1 Practice
#2
1495.0
4.10
6129.5
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
TOTAL WINTER,POINTS
1
7,281.48
1
11,876.57
TOTAL x SY-------------------------------------------------------------------
STEM = HEATING
1 TOTAL x
CAP x
DUCT x SYSTEM x CREDIT
= HEATING
WIN PTS MOLT POINTS
1 COMPON .
RATIO
MULT MULT
MULT
POINTS
7,281.48 i.10 8,009.62 1 11,876.57 1.00 1.100 .355 1.000 4,637.80
U
p
F ' F
WATER HEATING
BASE __= 1 =_= AS —BUILT
-------------------- ------------------------------------------------r--
41UM OF x MULT = TOTAL 1 TANK. VOLUME EF TANK x MULT x CREDIT = TOTAL
BEDRMS 1 PATIO MULT
----------------------------------------------------=--------------------------
3 3527.0 10,581.00 1 40 .90 1.000 3445.7 1.00 10v34.3.00
------------------------
•�#�t-gat•�***�-*•�**�-•��•�••x•��•#��•��••�#�•-�t�-atatxx##*•��*•�#•��-•�•�at•�•�a��•�•�•�•� �atatatat-�•�*•�*�•�•��••�•�#at•�•�at�••�
SUMMARY
�t*�*+*et*�-atat•***ate-* •�#*##�••��•�•�•x••�* •��-•�� •�•�� #*�•�•a��••�# �•*�-�t*�-*at•�# *��aF� �*�****a�*#*#•�at•�x••��••�
===.BASE __= 1 __= AS —BUILT
COOLING HEATING HOT WATER TOTAL 1 COOLING HEATING HOT WATER TOTAL
POINTS + POINTS + POINTS = POINTS 1 POINTS + POINTS + POINTS = POINTS
-------------------------------------------------------------------------------
12335.5 8009.6 10581.0 30,926.16 1'•15321.1 4637.8 10349.0 30,307.88
---------------------------------------------------
# EPI = 58.00
FEDERAL' FPC'2i1T,1991 ENGINEERING & TESTING
1300 N.W. 33PD STREET
POMPANO, FLORIDA- 33064
FIELD DENSITY TESTS OF COMPACTED SOILS SCANNED
PROCTOR COMPACTION TEST BY
DATE:
DECEMBER 21, 1991ORDER NO. PERMIT NO. 91-1674 9�1-�f;f911f7�
•
CLIENT: J.A. WEIR
ADDRESS: 6108 YUCCA DRIVE, FORT PIERCE, FLORIDA 34982
PROJECT: PROPOSED RESIDENCE - BASE OF FOOTINGS LOT 7, BLK 79, UNIT 9
ADDRESS: 5708 PAPAYA DRIVE, ST. LUCIE COUNTY, FLORIDA
CONTRACTOR: J.S. WEIR
SAMPLED BY: JW TESTED BY: KL REPORTED TO: CLIENT
LAB NO.D- 6050 LOCATION: NW CORNER OF FOOTINGS
LAB NO. D- 6051 LOCATION: SE CORNER OF FOOTINGS
LAB NO.D- 6052 LOCATION: SW CORNER OF FOOTINGS
FIELD DENSITY METHOD A.S.T.M. D-2922
LABORATORY NO.
D- 6050
ID. 6051
D- 6052
TEST NUMBER
1
2
3
DEPTH
1211
12"
12"
DRY DENSITY P.C.F. IN THE FIELD
104.1
104.5
103.9
• MOISTURE
11.9
11.7
11.5
%COMPACTION IN THE FIELD
98.3
98.6
98.1
• COMPACTION REQUIREMENT BY SPECS
95%
95%
95%
PROCTOR VALUE, P.C.F.
106.0
106.0
106.0
LABORATORY NO.
P- 1468
P- 1468
P- 1468
OPTIMUM MOISTURE 12.3 %
MATERIAL: BROWN SILICA SAND
REMARKS:
ALL TESTS RESULTS COMPLY WITH SPECIFICATIONS
UNLESS OTHERWISE NOTED WITH AN ASTERISK(').
REPORTED BY: JW
CHECKED BY: WN
As a mutual protection to clients, the public and ourselves, all reports
are submitted as the confidential property of clients, andauthorization
for publication of statements, conclusions or extracts from or
regarding our reports is reserved pending our written approval.
112
110
108
106
104
102
PROCTOR T-180 A.A.S.H.T.O. METHOD C
a/a MOISTURE DRY DENSITY ✓;I
8.8 101.2
13.0 105.9
15.8 100.3
11'FrTI RUrNI ENTA P-
MMMOM
M�■MENNEMMM�
MMOMMONEWEE
MEMMEMEN.MMEMEN
MMEEMENEMEM
MMEMEMMEMEM
MENEWMEAMEN
MENEWMENIUME
MEMEMMEELIMMWENUMMENRUM0
■■VOMMEEMMUM
■NUMMME■NEWE
■moon©000©o■
8 10 12 14 16
GRADATION TEST
% Passing 3/4" Sieve 100 %
Respectfully submitted,
SAM S: NAAMANI,•P.E.
FEDERAL ENGINEERING & TESTING
FEDERAL
�� �. ��I,
-_ ,III
DEC 2 61991 ;
ENGINEERING & TESTING
= I 1300 N.W
POMPANO,
FIELD DENSITY TESTS OF COMPACTED SOILS
PROCTOR COMPACTION TEST
DATE: DECDIBER 21, 1991ORDER NO
CLIENT: J.A. WEIR
91-1674
33RD STREET
FLORIDA 33064
PERMIT NO. 91-06752
ADDRESS: 6108 YUCCA DRIVE, FORT PIERCE, FLORIDA 34982
PROJECT: PROPOSED RESIDENCE — BASE OF FOOTINGS
ADDRESS: 5708 PAPAYA DRIVE, ST. LUCIE COUNTY, FLORIDA
CONTRACTOR: J.S. WEIR
SAMPLED BY:
JW
TESTED BY:
KL
REPORTED TO:
CLIENT
LAB
NO.
D-
6050
LOCATION:
NW
CORNER
OF
FOOTINGS
LAB
NO.
D-
6051
LOCATION:
SE
CORNER
OF
FOOTINGS
LAB
NO.
D-
6052
LOCATION:
SW
CORNER
OF
FOOTINGS
FIELD DENSITY METHOD A.S.T.M. 0-2922
LABORATORY NO.
D- 6050
D- 6051
D- 6052
TEST NUMBER
1
2
3
DEPTH
12"
12"
12"
DRY DENSITY P.C.F. IN THE FIELD
104.1
104.5
103.9
% MOISTURE
11.9
11.7
11.5
% COMPACTION IN THE FIELD
98.3
98.6
98.1
% COMPACTION REQUIREMENT BY SPECS
95%
95%
959
PROCTOR VALUE, P.C.F.
106.0
106.01
106.0
LABORATORY NO.
P- 1468
P- 1468
P. 1468
OPTIMUM MOISTURE 12.3 %
MATERIAL:
BROWN SILICA SAND
REMARKS:
ALL TESTS RESULTS COMPLY WITH SPECIFICATIONS
UNLESS OTHERWISE NOTED WITH AN ASTERISK(').
REPORTED BY:` W
CHECKED BY: WN
As a mutual protection to clients, the public and ourselves, all reports
are submitted as the confidential property of clients, and authorization
for publication of statements, conclusions or extracts from or
regarding our reports is reserved pending our written approval.
112
110
108
106
104
102
PROCTOR T-180 A.A.S.H.T.O. METHOD C
MOISTURE DRY DENSITY
8.8 101.2
13.0 105.9
15.8 100.3
100% Maximum Dry Density("
106.0 Ibs./cu. ft.
8 10 12 14 16
GRADATION TEST
'0% Passing 3/4" Sieve 100 %
Respectfully_ su_bmitled,
SAM S.'NAAMANI; P.E.
FEDERAL. ENGINEERING &TESTING
Thi§ Warranty Deed
►qj
W0.1
1p1
Made this `� �Q day of
by
M. JANE SPENGLER
G�r'y�et A.D. 19 9/
hereinafter called the 1prantoi, to 1141414
RICHARD C. TREU AND EDITH MARIE TREU, HIS WIFE
. 1141414
-91 (ET 23 P2 36�
whose post office addrm he 1762 BERKSHIRE BLVD
g PORT ST. LUCIE, FLORIDA 34953
heriiMetr ceaffed We Ni090-14-9741 103-1674033
(Wacener o aertin me ft.'putoe aed'paeke Mods .e see yanks to 0k InOrnmeat snd toe
aW4 kpt raprta[ekthsa end a dV. of Us"" and ab waer m sad awipn of —PC' does)
Witnesseth, that the greater, for and in comiderd)Lm of the sum of f 10 00 ,
and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, (sargum, sells, liens, remises,
relosaca, comsys and confuses unto the'grantee,}II that certain land situate in
ST. LUCIE County, Flmids, viz:
LOT 7,. BLOCK 79. INDIAN RIVER ESTATES UNIT NINE, ACCORDING TO
THE PLAT THEREOF, RECORDED IN PLAT BOOK 10, PAGE(S) 74 OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SUBJECT TO Covenants, restrictions, easements or record and taxes
for the current year.
Said property is not the homestead or the Grantor(s) under the laws
and constitution or the State of Florida in that neither Grantor(s)
or any members of the household or Grantor(s) reside thereon.
Parcel Identification Nssmber:3492-610-0272-000/3
Together with all the tenements, herc6taseea t and appurtenances thereto belonging or in anywise appertaining.
To Have and to Hold, the same in fee simple former.
And the grantor hereby covenants with said grantee that the grantor is lawfully sciuA of said land in fee simple;
that the grantor has good right and lawful authority to sell and eomey said land; that the grantor hereby fully warrants the
title to said land and will defend the same agaimt the lawful claims of all persons whom ocmer, and that said land is Gee
of all encumbrances except tries accruing subsequent to December 31, 19 90
In Witness Whereof, the said grantor has signed and sealed these presents the day and year Gras alcove
written.
Signed, seated and delivered in our presence:
t L
Stale of
County of —i� /—'ZC4C'
% . n
. JANE S ENG R
n
lsex roe s oou,us onoN
Da. Auump f A. Lai. Ceu�l
�iV�;�>•�%ram c"�
W rat s er
all n/ _ D.aav uwt
I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State aforesaid
and in the County aforesaid to take acknowledgment; personally appeared
M. JANE SPENGLER
to the known to be the persons) described in and who esecuted the foregoing instrument and acknowledged before me
that executed the same.
day ord�my hand and official seat in the County and State last aforesaid this �'
o'c J , A.D. 19'IZ
PREPARED BY: VERONIKA SWORDS d
First American Title Company g0Etl County, Inc.
�,si�'p
........
2014 BE. Port r^ . Lucie Blvd i
Port St. Lucie, Florida. 349II3;::�1gTARr'••_�:;'
File No: P1090036 sA%OT R
RETURN TO:FIRST AMERICAN
`�0 °�� "F�,c'1E539
OhlB OZ6
FEDERAL EMEROENOVIMANAGEMENT AGENCY
;� NATIONAL FLOOD INSURANCE PROGRAM
POST t NSTRUCTION ELEVATION CERTIFICATE/FLOODPROOFING CERTIFICATE
COMMUNITY NUMBER
St. Lucie Co., F1. (UNINCORPORATED AREAS)
120285
INSTRUCTIONS
The registered professional engineer, architect, surveyor or community permit official completes Section I below.
Section 11 may be completed by any of the professionals listed at the beginning of Section II, or by a similarly qualified
local permit official. Print -or type the information on this form. This form is to be used for new (POST -FIRM) construction
and for substantial Improvements to existing structures In Zones AI-A30, AH and VII-V30 and existing (PRE -FIRM)
buildings to be rated under POST -FIRM rules and rates.
SECTION I
(TO BE COMPLETED BY COMMUNITY PERMIT OFFICIAL)
PROPERTY ADDRESS (or lol and block numbers H address is unavailable) Treu, Richard C
5708 Papaya Dr. (NAME: Weir, James A 13]?# 91-06752
FIA MAP PANEL ON WHICH PROPERTY IS LOCATED
FIA MAP ZONE IN YINICH PROPERTY IS LOCATED
281
AH
zIA MAP EFFECTIVE DATE BASE FLOOD ELEVATION AT THE PROPOSED SITE
February 19, 1991 17"
START OF CONSTRUCTION DATE Name and Title PHONE (with Area Code)
12/91 Ter L. Virta—Community Development D468-1553
ADDRESS
2300._Virginia Ave., Ft, Pierce, F1. 33450
Date
SECTION II
INSTRUCTIONS '
Complete only the Elevation Certification unless the building has been floodproofed at least to the base flood
elevation. It floodproofing is used, complete only the Floodprooflng Certification. 'The Elevation Certification may be
completed by a registered professional engineer, architect, or surveyor. The Floodproofing Certification may one be
completed by a registered professional engineer or architect.
ELEVATION CERTIFICATION
I certify that the building at the property location described above has the lowest floor at an elevation of
Laws ao a' GaeaU feel, NGVD (mean sea level).
bl IfIR�
I FLOODPROOFING CERTIFICATION
I certify to the best of my knowledge, information, and belief; that the structure is designed so that the structure Is
watertight to an elevation of feet NGVD (mean sea level), wfth walls substantially
impermeable to the passage of water and structural components having the capability of resisting hydrostatic and
hydrodynamic loads and effects of buoyancy that would be caused by the flood depths, pressures, velocities, impact
and uplift forces associated with the base flood.
In the event of flooding, will this degree of floodproofing be achieved with human intervention?+
Will the structure be occupied as a residence?
If the answer to both questions is Yes, the floodproofing cannot be credited for rating purposes and the elevation
certification must be completed inslead.
'Floodproofed with hum I n intervention means that water will enter the structure when floods up to the base flood
level occur, unless measures are taken prior to the flood to prevent entry of water (e.g. bolting metal shields over
doors and windows).
CERTIFIER'S NAME
AFFIX SEAL OR WRITE PROFESSIONAL
LICENSE NO. BELOW:
F}
TITLE
�Ro Ii;55tol.fa� LAIF3t7 Sue_v o1=
ADDRESS
5u, F lmcepo Swo .
�oeT sf. t_ucrt , �� 34 `f e4
L- PLS. 4 t
t-3- 9y
(Silinature) (Dale)
Tfv Insurance agent atlachos the second copy of the completed form to the flood Insurance policy application
lot new (POST -FIRM) construction or substantial improvements. Be sure, that the second copy Is certified.
BOARD OF -COUNTY
COMMISSIONERS
i
I M P O R T A N T
ST. LUCIE COUNTY FLOOD HAZARD NOTICE
BUILDING PERMIT 91-0 7^c
CONTRACTOR
OWNER Treu, Richard C]
N O T I C E
THIS NOTICE IS TO INFORM YOU THAT YOUR PROPERTY IS IN A FLOOD
HAZARD ZONE.
THIS MEANS THAT THE ELEVATION OF THE FIRST FLOOR MUST BE SET AT
171 FEET, NGVD (MEAN SEA LEVEL) OR 18" ABOVE THE CROWN OF
THE ROAD, WHICHEVER IS GREATER.
NO CONSTRUCTION IS TO PROCEED BEYOND THE 1ST FLOOR/SLAB INSPECTION,
OR JUST PRIOR TO THE SECOND FLOOR POUR OF A MULTI -STORY STRUCTURE,
UNTIL THE REQUIRED ELEVATION CERTIFICATION HAS BEEN COMPLETED BY A
REGISTERED SURVEYOR, AND RECEIVED AND APPROVED BY THE BUILDING
DIVISION OF THE ST. LUCIE COUNTY COMMUNITY DEVELOPMENT DEPARTMENT_
VIOLATION OF THE REQUIREMENT WILL RESULT IN THE SCHEDULING OF A
PUBLIC HEARING BEFORE THE ST. LUCIE COUNTY CODE ENFORCEMENT BOARD.
THE BOARD IS EMPOWERED TO LEVY A FINE NOT TO EXCEED $250.00 PER DAY
FOR EACH DAY THE VIOLATION CONTINUES. A FINE OF NOT TO EXCEED
$500.00 PER DAY MAY BE LEVIED FOR A REPEAT VIOLATION. THE FINE MAY
BECOME A LIEN UPON THE REAL OR PERSONAL PROPERTY OF THE VIOLATOR.
THE ELEVATION CERTIFICATION MAY BE SUBMITTED ANY TIME WITHIN 21
CALENDAR DAYS FROM THE ABOVE; HOWEVER, NO FURTHER CONSTRUCTION
SHOULD TAKE PLACE, NOR WILL ANY INSPECTIONS BE MADE UNTIL THE
REQUIRED CERTIFICATION HAS BEEN RECEIVED AND -APPROVED.
SIGNATURE
DATE
HAVERT L FENN. Distria No. 1 . JUDY CULPEPPER, Disiria No. 2 . JACK KRIEGER. Dignor No. 3 . R. DALE TREFELNER. Disrria No. 4 . JIM MINIX. Distria No. 5
CounrY Administrator — JAME5 V. CH15HCLM
2300 Virginia Avenue . Fort Pierce, FL 34982-5652
Director: (407) 468-1590 • Building: (407) 468-1553 • Planning: (407) 468-1576
Zoning: (407) 468-1553 . Code Enforcement: (407) 468-1571
PORT ST. LUCIE TELEPHONE NO. (407) 878-4898
FOR OFCICE USE ONLY
g�
SCANNED
SPECIAL APPROVALS
Y
_
VEGETATION
REQUIRED DATE RECEIVED
NOTY
✓
ENVIRONMENTAL
�—
PLANNINGSITE PLAN
CODE ENFORCEMENT
USA
TAZ
WATER SUPPLIER
SEWER SUPPLIER
DER CERTIFICATION
�—
FL DNR (CCCL)
FL DOT
-
SLC STORMWATER PER
MANGROVE ALA'
SEA TURTLE PROT
REQUIRED FEES
BP VALUE
$�a.
PLANS EXAMINING FEE
,$ / /RADON FEE-_�cj,q
3 -
C OF C FEE
$ d0
ROAD IMPACT FEE $
pis,
ROAD IMPACT DISTRICT ,5 1 O
--� ROAD IMP L'T
ZONE
ROAD IMPACT CREDIT:
YES: NO:
.SCHOOL IMPACT FEE $_ T� L O� DATE PAID- CHK#
SCHOOL IMPACT CREDIT: YES: NO: —
SCHOOL BOARD APPROVED EXEMPTION: YES: NO:
ALTERNATIVE DEV_ FEE $ DATE PAID: CHK#
"A LT_ DEV_ FEE ZONE:
GAS
AIR CONDITIONING
ELECTRIC
PLUMBING
SCREEN ENCL/CENCE
ROOF
DRIVEWAY
1 /
\_—_LOT
I
SUB PERMITS
REQUIRED
ZONING CHUCKS
NOT REQUIRED
COVERAGE A-- EASEMENT
®10�
SPLITS
ht