HomeMy WebLinkAboutSUBMITTED PAPERSI oe
Date,l I I Fee D�—e ReceiDt# Permit #
St. Lucie County Building & Zoning
2300 Virginia Avenue FL Pierce, FL 34982-5652
Tel. 561-462-1553
SPECIALTY PERMIT APPLICATION
0/6
FINAL 011*41
0 Electrical —0-Plumbing HVAC 0 Fence
0 Shed 0 Demolition 0 Gas 0 Siding
See page 2for instructions and additional paperwork requiredfor specialty permits
1. Location/Site Address:jl(,(o-3 Grecn br t-ol) L 4-
2. Parcel ID Number:. 3-,� o*\-a- --) no - 0 - / 0,S-- 0 () 0 -�3
J
Section
Auge
ap lVage
Fz�m -y!
nd Use I
nitials
�K5
1 -f tE
---� 31222S
I
I EU P
I
I
3. Description of Project or Work Activity:
L r"% fy-, f-,
4. Owners 1i
Name: I.-K
Address:--� I
City: � o
SOLAR POOL HEATING SYSTEM
Zip:
ao 5 - 8t I 1��
6. Value of Construction:$
5. Contractors Information
FL Reg/Cert #: (,-p(-o,;8o68
County Cert#:
19738
BusinessName: TRYON PLUMBING INC
Phone 465-0284 Fax 465-0187
OWNER'S AFFIDAVIT. I certify that all of the information contained in this application is correct and that all work will be done
nstruction
in compliance with all applicable laws regulating co Z7��r_
PRINT QUALIFIERSIOWNERS NAME SIGNATURE OF QUALIFIERIOWNER
-+ �K I I -t I D ACKNOWLEDGED BEFO C?
STATE OF FLORIDA, COUNTY OF RE ME THIS DAY OF
d/A-, 20_LgJBY WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED
AS IDENTIFICATION.
(seal)
SIGNATURJE OF NOTARY I YPE OR PRINT NAME OF NOTARY
TITLE: NOTARY? COMMISSION NUMBER
P p(J*
Notary Public State of Florida
c
a ula An"
s 'on DD85275 1
0 1
P
Maelia De Paula Arias
s
My Commission DD852751
12812 3
St. Lucie County Specialty Permit Application rev. Ri'25/05 dmg 114rOF 'd�' Expires 03/28/2013
E:=
FLORIDA SOLAR ENERGY CENTER
BOO Stat-4 Road AOL C-*Pf Carla%rtraL f:tOrida 32920. Tc1qCPhQnfa(407)755-030Q
Approved Sol.ar Energy System
�SEC * §1064
Aquathe" IudustrUs. Ipc,
1935 Rutgers Uu:Lver5;Lty;,31vd.
Lakewood, -New Jersey 08701
ocr 81
RCV16cd J" 9.r
Solar Industries
Flo-DIrector Poo3.
Heating System
The system listed beloW Was evalUated by the Flo6da Solar Energy Center (FSEC) in accordance with t
Flo rid a Standards Progran�for5o!ar Domestic Water and Pool Heating Systgrns (FSEC-GP-80,'7) and V.-
found to meet the minimum standards establiz�ed by FSEC.
Description
U011ector Model -
Units
al Rati--
I Aquatherm's SGIar Indus.
18-5-�Jar,
12-001
-36.j0d1jLU-
2Aauatbe Indus-.-J-1.002
29*500 Btu
3 Aquatberm'.r. Solim jadus;
I
-22.110Q Btu
4 Muath . erm a Solar -1ndu8,---j=j
'�M.0004�u
Tank Model Cana
0 Direct I ljot APP112gbfy
0 1 nt. Heat Exch. 2 * c0iff
3 ]ME
4 ..
puiiii5 Model Ra
I ExiatinE P00i Pump
-2
3
4
M Differential Temperature 1 ;01a; T-nAtinri-I 01%
?Q2 1
a* - o�kAc
0 Absolute Temperature 21ge-1-iocrope RMAOOQ61124�QA C- C;S
F.41
— V �41
0 Ther=Siphon 31ndePendant Enerp_y C35 -OSIGO
0 Other 4 SOIEL=Itrics'SPIO/SP20
09
DOS 0 '�'tp ' t)e
Omer
Major Components I kQ=Djre-c-coX�1j. I-Igax
in addition to above 2Yeligtrop-a Ko-Verte-r Vill e
3 JanAX-JVA1200 valve
4 01tet-A IL Varlye
If further information is required you may contact the FlOrida Solar Energy Center ALt the aboVe addf
IQUK M PAY INFOR'PAX-710N SHIE-E7
C-!=-� 1. A If- �� -%_
FL07'111DA SOLAR ENERGY CENTER January 1996
FSEC # 960040
1679 CLEARLAKE ROAD, COCOA, FLORIDA 32M-5703 (407) 638-1000
MANUFACTURER
Solar Industries SPHS (Solar Pool Heating Systems)
1940 Rutgers University,Blvd.
Lakewood, New Jersey '08701
Collector Model
10001-5
This solar collector was evaluated by the Florida Solar Energy Center ff-S80) In accordance with Prescribed methods and was found to meet
the minimum standards established by FSEC. Tris evaluation was based on sWw oDnectDr tests performed at the Florida Solar Energy Center,
Cocoa, Florida. The purpose of the tests is to verify initial performance cwAftns and quality of construction only. The resulting cerfificafion
is not a guarantee of long term performance or durability.
DESCRIPTION
Gross Length
3.670 meters
12-04 feet
Gross Width
1.195 meters
3.92 feet
Gross Depth
0.049 meters
0.16 feet
Gross Area
4.385 square meters
47.20 square feet
Transparent Frontal Area
4-385 square meters
47.20 square feet
Volumetric Capacity
12.1 liters
3.2 gallons
Weight (empty)
9-7 kilograms
21.3 pounds
Recommended Flow Rate
315 m)1s
5.0 gpm
Ma)dmum Operating Pressure
241 kPag
35 psig
Maximum Wind Load
Not Applicable
Number of Cover Plates
None
Flow Pattem
Parallel
Forced Circulation
Number of Flow Tubes
Multitube mat
MATERIALS
Enclosure None
Glazing None
Absorber Polypropylene tube mat with UV stabilizatioriF I -LE C 0 PY
Absorber Coating None
Insulation None
( L u
THERMAL PERFORMANCE
Tested per ASHRA2 96-1980 (RA 1989)
Incident Angle Modifier
Efficiency Equations
K-Ea = 1.0 - 0.03 ( 1 -1)
Cosa
TI = 85.8 - 1943 (Ti-Ta)A 85-8 342 (Ti-Ta)A
TI = 86.3 - 1821 (Ti-Ta)/I - 5229 [(T-1-Ta)A]2 TI 86.3 320 (ri-Ta)1l - 162 [(-r,-Ta)jij2
Units of Ti-Tatl are *C I Watt/m2 Units of Ti-Ta are *F / Btu/hr-ft2
RATING
The collector has been rated for energy ouW an measured performance and an assumed standard day. Total solar energy available
for the standard day is 5045 Waft-hours/M2 (16W Btulft'2) distributed over a 10 hour period.
Output energy ratings for this collector based on the second-drder efficiency curve are:
Collector Temperature Energy Output
Low Temperature, 35'C (95*F) 49,700 Klojoules/day 47,200 Btu/day
Intermediate Temperature, 50*C (11 22*F) 18,800 Klojoulesiday 17,800 Btu/day
High Temperature, 1000C (212*F) 0 aojoules/day 0 Btu/day
REFERENCE 92025 & 93029C
SOLAR VACUUM
SE3%SM FIELOW—AUVE
FIgUre 14
VACUUM
SOLAR
FEBIEFiALYE
GDUZDTM
BC)OSTER PUMP
SYSTEN Oman"
FOR uu 0 wun MNw
ELECTROMC
CONTTDL
V ulw
FILTER
F4 I mx-
OUTLU
TEE
CIE= 34my
c;ENSOR VAM VALVE
—THEMOMEFTER
*OlAnON CHECK
VALW 090MA
HSATER r2y+nl-,s
SP.LLVALVE (imftm')
—.D
HEArM
THERNKNOER
----------
HEAFED
00
ri LD POOL
V,BWER IV
CcLLSaTom
FILE
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L*.wood, New jersey 087,101
colilllin5,43c
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MW AWjsftwm VWvWb35 --4W PCO' Hoatn SySb�'M
Paf t Nm 1 = PoL 2ADO
12
Fn L I
PANEL
# 14X 1 1/2PAN HEAD
OR HEX HEAD SCREW.
CD
DO
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Dt m LAJ
CL
rm -,,.,,RQCRNG
Li LLJ
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LJ LLJ Z CTS
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O.S.B. OR P YWOOD
SHEATH'NG
z
w5zow N
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upper clar-np cssembly
detail A
Lo
z �z >u
P� Lj . L�<
(4 z u -JLJ
SPRING ASSEMBLY
X Lo In
ON
z w Z L'i Lno�
AT CONTRACTORS OPTION
< 0� � 0 (Y)LLJ
0
# 14X 1 1/2"PAN HEAD
-j LLJ b —>-
a- LLJ X: t)J
OR HEX HEAD SCREW.
z I r*l
1,- DO
LZI
ROOFING
L3 w
:r z E:)
LLJ
cu
MIN. 1/2*
LLJ
D.&B. OR PLYWOOD
n
SHEATHING
lower clamp assembly
detail B
LLI
w
NOTE: LOWER CLAMP/SPRING ASSEMBLY MAY BE DELETED PROVIDED
BOTTOM CONTINUOUS STRAP IS LOCATED WITHIN 12' OF BASE
cf)
z
Z
LLJ
MOUNTING BRACKET
7
14X I 1/2"PAN HEAD
< CO
STRAPPING
OR HEX HEAD SCREW.
00
N
C14
L)
ED Ln
:D
cn
_,__-ROOFING
V) 0-
MIN, 1/2-
RE;SION
DATE
.S.S. OR PLY*OW
'..s%"l'+EATHING
I
:TABLE ALTERNATE
) THRU TO SHEATHING BELOW
:ALENT AT CONNECTION
DE TAPCON SCREWS OF
)ATE LENGTH TO SECURE
(ET To CEMENT TILE.
HOLE THRU CONC. TILE
T
,4S ALL TAPCON SO AS
'0 BREAK TILES.
-Ar, ACCEPTABLE ALTERNATE OR
", PAN OR HEX HEAD ACCEPTABLE ALTERNATE
T COMPLETLY
-�E ADHESIVE
0 TILE AQUA THERM
CHING TO PLUS ALL
�S.B OR PLYWOOD
:OOF DECKING
v ` RAMU
MOUNTING BRACKET
DETAIL C
=I I tlm" % *910c om""L
BRACKET TO CEMENT TILE,
DRILL. HOLE THRU CONIC TILE
AND INSTALL SCREW SO AS
NOT TO BREAK TILES.
RAFTER
STRAP BRACK
TILE ROOF
PANEL
RISER SYSTEM
CONC. BARREL/FLAT
TILE
FIL Cl
!?Z, c ( C)c �1- cl
c ("?
1. THE SOLAR COLLECTOR INSTALLATION
AS DETAILED IN THE DRAWINGS IS
FOR THE INSTALATION OF POTABLE WATER
HEATING SYSTEMS ON STRUCTURES
UP TO 35 FEET IN HEIGHT WITH ROOF
SLOPES BETWEEN 0 AND 30 DEGREES,
ROOF AREAS 1 AND 2 BUT NOT CORNERS.
2. THE DESIGN OF THIS INSTALLATION IS
BASED CIN ASCE-7-05 FOR SURFACE
AREAS BETWEEN 20 AND 48 SQUARE
FEET RESULTING IN A MAXIMUM ININO
PRESSURE OF <- 67 PSF.
THE INSTALLATION SHALL UTIUZE HARD-
WARE PROVIDED BY THE MANUFACTURER
AS DETAILED IN THE INSTALATION
MANUAL OR AS SHOWN ON PLAN,
1. THE STRUCTURAL SYSTEMS FOR THE
DRAWINGS PRESENTED WERE DESIGNED
PER THE LOADING PRESENTED IN
SECTION 1609, OF THE FLORIDA BUILDING
CODE, 2007 INCLUDING THE 2009
SUPPLEMENTS TO INCLUDE THE EXISTING
BUILDING CODES. THE DESIGN
WIND SPEED IS 150 MPH.
2. IMPORTANCE FACTOR-11.0
3. EXPOSURE CATEGORY C
4. INTERNAL PRESSURE COEFICIENT 0
OPEN STRUCTURE.
(n
LLI
L'i
< Z
<
0 -1
C)
CD V)
z
Fif
0
0
z
DATE 11-30-11
BY JCK
SHEET NUMBOt rFr�120r.
PANELS SHALL NOT 89
INSTALLED IN CORNER ZONES
OF ROOF ASSEMBLIES,
RIDGE
CL
PANEL
ROOF CORNER ZONE SHALL BE 10 PERCENT
OF SHORT DIMENSION OF BUILDING OR 40
PERCENT OF MEAN HEIGHT, OR 3 FT.
WHICH EVER IS SMALLER.
upper hold down
clarnD see detail
K.EASE NM LOVAR OAMP/WRM ASSEKILY
MAYBE OkfiTTED PROADED A CON'nNUOUS ORM SMO
15 INSTAUED NO MORE THAN 12* AWK LOWERAETURN
ASSDIIBLY
NOTE
ENSURE TILE CAVIT)
NTH DOW TILE BON
z OR EOUAL APPLY J
PANEL Lu MOUNTING BRACI(ET
TILES AROUND IT
RIDGE
ROOF LAYOUT GENERAL CONDITIONS
Property Appraiser - St.Lucle County, FL
Page I
PROPERTY RECORD CARD
John Sheehan Record: I of 1
<<Prev Next Spec.Assmnt Taxes Exemptions Permits Home Pri:,.
Property Identification
00
Site Address� 7663 Greenbrier Cir
ParcellD�
3322-700-0105-000-3
"N"
Sec/Town/Range: 22:36S�39E
Account#i 149731
Map ID: 33/22S
Land Use:
SF Res
Zoning: PUD
City/Cnty�
St Lucie County
Ownership and Mailing
Legal Description
Owner: John Sheehan Diane Sheehan
POD 19 PUD 11 GREENBRIER (PB 41-5) LOT 100 (OR 2930-564)
Address: 7663 Greenbrier
Cir
Port St Lucie FL
34986
Sales Information
Assessment 2011 Final Total Land and
Building
Date Price Code
Deed Book/Page
2011 Final: 194000 Land Value�
52000 Acres 0.16
1/17/2008 325000 00
WD 2930/0564
Assessed: 194000 Building Value:
142000
2/5/2003 251200 00
SID 1658/1156
Ag.Credit� 0 Finished Area:
1784 SqFt
4/21/1998 21320600 02
WD 1140/1945
Exempt:
Taxable:
Taxes: 3947.08
BUILDING INFORMATION
Exterior Features
View.
RoofCover:
CT - Conc Tile RoofStrUCt
HP - Hip
ExtType� HB-HB
YearBIt
2003 Frame:
Grade B - B
EffYrBlt�
2003 PrimeWall:
BS - CB Stucco
StoryHght 0010-1 Story
No.Units�
1 SecWall�
Interior Features
BedRooms 3
Electric�
MX - MAXIMUM PrmIntWaIl:
DW - Drywall
FullBath 2
HeatType:
FHA - FrcdHotAir AvgHt/Fl:
1/26ath: 0
HeatFuel:
ELEC - Electric Prm.Flors:
CT - Tile -Ceramic
%A/C: 100
%Heated:
100 %Sprinkled:
0
Special Features and Yard Items
Land Information
Type Y/S Qty
Units Qual. Cond. YrBlt
No Land Use Type
Measwe Dvi
SWAV - RES POOL AVG Y 1
288 AV AV 2003
1 0100-SF Res BI -Site
1
ENC2 - POOL ENC-AVG Y 1
836 AV AG 2003
PA01 - POOL DK-AVG Y 1
548 AV AG 2003
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
hnp://www.paslc.org/prc.asp?prclid=332270001050003 1/9/2k: j'