HomeMy WebLinkAboutSUBMITTED PAPERS'it. Lucie County Building & Zoning
2300 Virginia Avenue Ft. Pierce, FL 34982-5652
Tel. 561-462-1553
SPECIALTY PERMIT APPLICATION
SoQNNFO
® Electrical 0 Plumbing ❑ HVAC ❑ � Fence t Cup/�
❑ Shed ❑ Demolition ❑ Gas ❑ Siding C01110tk
Seepage 2 for instructions and additional paperwork required for specialty permits
7
1. Location/Site Addri
2. Parcel ID Number:
Office Use
5"=1
[MIT
Only
NO
-715:7-l�Ji7
3. Description of Project or Work Activity:
V
4. Owners Information 5. Contractors Information
Name:' �� I 1� 1 �jC FL Reg/Cert #:
Address: County Cert#:
City: �'(JS+ �, State Business Name:
Zip: Pho e1`1 i Phone 4 6 5- 0 2 8 4
6. Value of Construction: S O� `��
CFC058068
19738
TRYON PLUMBING INC
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
in compliance with all applicable laws regulating construction and -zoning.
ROBERT C.TRYON
PRINT QUALIFIERS/OWNERS NAME
SIGNATURE OF
STATE OF FLORIDA, COUNTY OF �5� l,1 �(y ACKNOWLEDGED BEFORE ME THIS ,� DAY OF
vi 20 a BY WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED
A�S IDENTIFICATION. r�
(JI� �� 1�.(��( V11�) C(� (seal)
SIGNATURE Ot NOTARY TYPE OR PRINT NAME OF NOTARY
TITLE: NOTARY PUBLIC COMMISSION NUMBER 0.Y P
Pletary Public State of F1�(ida
Maelia De Paula Arias
'fA' c My Commission DD852751 ,
ffOF�OQ Expires 03/28/2013 �;
Property Appraiser - St.Lur,�'ounty, FL
Page 1 of 1
PROPERTY RECORD CARD
David B Hills Record: 1 of 1 «Prev
Next» Spec.Assmnt
Taxes Exemptions Permits Home Print
Property Identification
,��,UCIE CO
Site Address: 8135 LINKS WAY
ParcellD: 3327-707-0058-000-4
Gy
Sec/Town/Range: 27:36S:39E
Account*: 139825
y�
Map ID:
Land Use: SF Res
Zoning: PUD
PUD
City/Cnty: St Lucie County '
Ownership and Mailing
Legal Description
Owner: David B Hills Barbara L Hills
POD 26 AT THE RESERVE PHASE 1 CYPRESS POINT LOT 96 (OR
Address: 8135 Links Way
3208-2876)
Port St Lucie FL 34986-3038
Sales Information
Assessment 2011 Final
Total Land and Building
Date Price Code Deed
Book/Page 2011 Final: 351400
Land Value: 82000 Acres: 0.22
6/21/2010 370000 0001 WD
3208 / 2876 Assessed: 351400
Building Value: 269400
1/31/2001 354900 00 WD
1366 / 0868 Ag.Credit: 0
Finished Area: 2475 SgFt
4/21/1998 21320600 02 WD
1140 / 1945 Exempt: 50000
Taxable: 301400
Taxes: 6329.14
BUILDING INFORMATION
Yn[NpIry.EM.c
8E/: 11a1
PDI: 1121
Exterior Features
View:
RoofCover:
CS - Conc Shingle
RoofStruct:
HP - Hip
ExtType:
HA - HA
YearBit:
1998
Frame:
Grade:
A - A
EffYrBlt:
1998
PrimeWall:
BS - CB Stucco
StoryHght:
0010 -1 Story
No.Units:
1
SecWall:
-
Interior Features
BedRooms:
3
Electric:
MX - MAXIMUM
PrmintWall:
DW - Drywall
FuliBath:
3
HeatType:
FHA - FrcdHotAlr
AvgHt/Fi:
STD
1/2Bath:
0
HeatFuel:
ELEC - Electric
Prm.Flors:
CU - Carpet
%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
Measure
ENC3 - POOL-ENC-HI
Y 1
1701 AV AV
1998
1 0100-SF Res
GFI -Site
1
SWHI - RES POOL HI
Y 1
578 AV AV
1998
PA02 - POOL DK-GOOD Y 1
1123 AV AV
1998
SDSF - SITE DEV S-F Y 1 1 AV AV 2001
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
Depth
http://www.paslc.org/prc.asp?prclid=332770700580004 4/30/2012
r
a -
Figure �4
BOOSTER PUMP
SYSTEM DIAGRAM
OUTDOOR UTDOOR POOLS
THERMOMETER 11
TUP I
SOLAR VACUUM ---
s'ENSOR RELIEF VALVE
VACUUM
RELIEF VALVE
(oplb ml mcann)
ELECTRONIC
CONTROL
SOLAR
COLI.k'CTORS
END CAP
--
MET UNP-To COLLECTORS
OUTLET LINE
ISOLATION
BALL VALVE
(o OW)
FLOW
METER
(bpUnnbA� THERMOMETER
{opdanetj
94 p _ ISOLATION CHECK
VALVE ftdcrwA
/HEATER BV PANS
f BALLVALVE (clivo )
FILTER OUTLET
TEE
HEATER
WA•TEFI CHECK $-WAY ()
SENSOR VALVE VALVE
HEATED
WAFT POOL U COOL
coLLF-MRS / 0 % t
ST. LUCIE COUNTY
BUILDING DIVISION
RE1lIIi=H11E COS
FOR C®M
REVIEWED B?
DATE
PLAMs AND RIMY
MUST CAE ptRPT AM` W O�
IdQ11R1l�I'EC?If i11 WiLb D
pvrz�- ��.
1940 Rutgers Univer6ity Blvd.
Lakewood, New Jersey 08701
1-800-535-6307
Part No_ 19001 FIGv. 2I0r'i
TmvON
POOL HEp-rING
9_25 WAGNER
ER PACE
FORT PIERCE,. FL 34982
772-465-0284
12 02000 Aqua(herm Industries Solar Pool He4ng Sr$t MS
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FLORIDA Srl.AR :ENERGY r' NTER
3000 State Road 401. Cape Canaveral. Florida 32920. Telephone 1407 ? 753-0300
FSEC # S1064
Approved Solar Energy System -
Aquatherm Industries, Inc.--
1985 Rutgers University Blvd.
Lakewood,.New Jersey -08701
OCT 81
ed .Ji7L 91
Solar Industries
Flo -Director Pool
Heating System
The system listed below was evaluated by the Florida Solar Energy Center (FSEC) in accordance with th
Florida Standards Program for Solar Domestic -Water -and Pool Heating Systems (FSEC-GP-80-7) and wa
found to meet the minimum. standards established- by, FSEC.
Description
Collector - Model -Units Total Rating
-1 Aguatherm's
Solar
Indus.
11001 As required .36,800-Btu
2 Aauathera's
Solar
jUdns.
11002 " 29,500 Btu
3 .Aguatherm' s
Solar
-Indus.
11011 " 22 ,1.00 Btu
4 Aquatherm's
Solar
Indus.
11051-
Tank Model Capacity
❑ Direct 1 Not A licable
❑ Int_ Heat Exch. 2
3
4
Pump Model - Power Draw' Rated Power
1--Existing Pool -Pump
2.
3 -
4
Controller -Model
® Differential Temperature 1 Solar Industries 202
❑ Absolute Temperature 2.Heliotrove HU4000A/MI500A
❑ Thermosiphoh - 3 Independent Energy C35
❑ Other 4 Solarmetrics SP10/SP20
Freeze
automa
Major Components 1 Flo -Director II. 3-way. valve
in addition to,above 2 Heliotrope Flo-Verter - valve
3 J,andy JVA1200 valve
.4 Orteea II valve
If further informatiomis required you may contact the Florida Solar Energy.Center at the above address.
v
ACCEPTABLE ALTERNATE
EXTEND THRU TO SHEATHING Y
ADD SEALENT AT CONNECTI01',_
PROVIDE TAPCON SCREWS OF
ADEQUATE LENGTH TO SECURE
BRACKET TO CEMENT TILE.
DRILL HOLE THRU CONC. TILE
AND INSTALL TAPCON SO AS
NOT TO BREAK TILES.
1/4" LAG ACCEPTABLE ALTERNATE OR
#14 PHIL PAN OR HEX HEAD ACCEPTABLE ALTERNATE
PANELS SHALL NOT BE
INSTALLED IN CORNER ZONES
OF ROOF ASSEMBLIES.
RIDGE
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.
upl,- _ tJd down
PLEASE NOTE: LOWER CLAMP/SPRING ASSEMBLY
MAYBE OMITTED PROVIDED A CONTINUOUS CROSS STRAP
IS INSTALLED ND MORE THAN 12" ABOVE LOWER/RETURN
ASSEMBLY
c
PANEL
RIDGE
ROOF LAYOUT GENERAL CONDITIONS
I. 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 ON ASCE7-10 FOR SURFACE
AREAS BETWEEN 20 AND 48 SQUARE
FEET RESULTING IN A MAXIMUM WIND
PRESSURE OF <- 67 PSF.
THE INSTALLATION SHALL UTILIZE HARD-
WARE PROVIDED BY THE MANUFACTURER
AS DETAILED IN THE INSTALATION
MANUAL OR AS SHOWN ON PLAN.
PANEL
14X 1 1/2"PAN HEAD
�OR HEX HEAD SCREW.
ROOFING
rm
MIN. 1 2"
O.S.B. OR PLYWOOD
SHEATHING
upper clamp assembly detail. A
SPRING ASSEMBLY
AT CONTRACTORS OPTION
N 14X 1 1/2-PAN HEAD
�OR HEX HEAD SCREW.
ROOFING
MIN. 1 2"
O.S.B. OR PLYWOOD
SHEATHING
lower clamp assembly detail B
NOTE: LOWER CLAMP/SPRING ASSEMBLY MAY BE DELETED PROVIDED
BOTTOM CONTINUOUS STRAP IS LOCATED WITHIN 12" OF BASE
MOUNTING BRACKET # 14X 1 1/2-PAN HEAD
STRAPPING OR HEX HEAD SCREW.
i ROOFING
MIN.1/2"
O,S B. OR PLYWOOD
SHEATHING
If — RAFTER
MOUNTING BRACKET
DETAIL C
PROVIDE y12 SCRET W CONICAL
ADEQUATE LENGTH TO S CURE
BRACKET TO CEMENT TILE_
DRILL HOLE THRU CONC. TILE
AND INSTALL SCREW SO AS 'A �0s'
NOT TO BREAK TILES. FILE'C
/-- PANEL G l .D
/ RISER SYSTEM
CONC.
TILE
1/2" O.S.B OR PLYWOOD
ROOF DECKING
STRAP BRACKET CRAFTER
TILE ROOF NOTE
ENSURE TILE CAVITY IS FILLED COMPLETLY
WITH DOW TILE BOND ROOF TILE ADHESIVE
OR EQUAL APPLY ADHESIVE TO TILE AQUA THERM
MOUNTING BRACKET IS ATTACHING TO PLUS ALL
TILES AROUND IT (5) MINIMUM.
FLORIDA BUILDING CODE 2010
ULTIMATE DESIGN WIND SPEED: 180
NOMINAL DESIGN WIND SPEED: 140
RISK CATAGORY: 2
IMPORTANCE FACTOR: 1.0
OCCUPANCY CLASSIFICATION: RESIDENTIAL
CONSTRUCTION TYPE: 5B
EXPOSURE CATAGORY: C
INTERNAL PRESSURE COEF: +-0.18
ENCLOSED STRUCTURE
THE STRUCTURAL COMPONENTS OF THIS
PLAN ARE IN COMPLIANCE WITH THE 2010
FLORIDA BUILDING CODE, WIND LOAD
COMPLIANCE AND ITS RESISTANCE TO
GRAVITY AND DESIGN PRESSURES BY A
WIND VELOCITY OF 180 MPH
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