HomeMy WebLinkAbout101 Venetian Bay Cir (2)Permit # : CZ
Job Address: xu �rion e f n i
Description of Work: Pro % �3010-
Historic District: Zoning:
CITY OFSANFORD PERMIT APPLICATION
Date: to�/6J LO
Value of Work: S ral '74::�- . v O
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair—Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: 9( L_?' /
Owners Name & Address:, A k—ry
Name &
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Address:
�U(Attach Proof of Ownership & Legal
re
Phone:
Stste License Number: Sin
ontact Person: Phone:'
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAY DIG
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requireme f �Lienw, FSl3
6-1—r,
Signature of Owner/Agent Date Signature of Contractor/Agent Date
Print Owner/Agent's Name Print Contracto g 'sN.�
Signature of Notary -State of Florida Date Sign o otary-State of Florida Dat
0putrr"b
Owner/Agent is _ Personally Known to Me or Contractor/Agent is /Pe.onally Known to Me or��
_ Produced ID _ Produced ID
APPLICATION APPROVED BY: Bld Zoning:
(Initial & Date) (Initial & Date)
Special Conditions:
Utilities: FD:
(Initial & Date) (Initial & Date)
LIMITED POWER OF ATTORNEY
I hereby name and appoint
of
fact to act for me and apply to
a
at a location described as: Section
Range Lot`L
a3
Date
IA�ry�/I to be my lawful attorney in
-�&' i for
permit for work to be performed
Township /
Subdivision
(AddrUs of Job) �.
,(Owner of Property and Address)
and to sign my name and do all things necessary to this appointment.
Signature of Certified Contractor
Acknowledged:
Sworn to and subscribed before me this
Day of A.D. 206_5
Notary Public, State of Florida
My Commission Expires:
Signatur
J nnifer McKinne
Jennifer McKinney
?° ^ ,',ConuniWon # DD128563
EUirm June 24, 2006
", OF 141 Bonded Thm
'���,, ��,, Atlantic BOIIdIIl
g co„ Inc,
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
I -1E, "'Ai
.
DAVID JOHNSON, CFA, ASA
PROPERTY
APPRAISER
77
`
SEMINOLE COUNTY FL.
1101 E. FIRST ST
'7117 7 a!
SANFORD, FL32771-1468
407-6+55-7508
IE 41= ]AN bAl CIR€
s,
2005 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
23-19-30-502-0000
Parcel Id: 0670 Tax District: S1-SANFORD
Number of Buildings: 1
Depreciated Bldg Value: $129,162
Owner: BROWNELL JARON L Exemptions: 00-
& MICHELLE L
Depreciated EXFT Value: $0
HOMESTEAD
Land Value (Market): $31,500
Address: 101 VENETIAN BAY CIR
Land Value Ag: $0
City,State,ZipCode: SANFORD FL 32771
Just/Market Value: $160,662
Property Address: 101 VENETIAN BAY CIR SANFORD 32771
Assessed Value (SOH): $160,662
Subdivision Name: VENETIAN BAY
Exempt Value: $25,000
Dor: 01 -SINGLE FAMILY
Taxable Value: $135,662
Tax Estimator
2004 VALUE SUMMARY
SALES
Tax Value(without SOH): $533
Deed Date Book Page Amount Vac/Imp
2004 Tax Bill Amount: $533
WARRANTY DEED 09/2004 05588 1916 $186,300 Improved
Save Our Homes (SOH) Savings: $0
WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant
2004 Taxable Value: $26,000
Find Comparable Sales within this Subdivision
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND
Land Assess FrontLand Unit Land
age Depth
LEGAL DESCRIPTION PLAT
Method Units Price Value
LOT 67 VENETIAN BAY PB 63 PGS 84 - 88
LOT 0 0 1.000 31,500.00 $31,500
BUILDING INFORMATION
Bid Year Base Gross Heated Bid Est. Cost
Bid Type Bit Fixtures Ext Wall
Num
SF SF SF Value New
1 SINGLE 2004 9 1,848 2,310 1,848 CB/STUCCO $129,162 $129,811
FAMILY FINISH
Appendage / Sgft OPEN PORCH FINISHED/ 21
Appendage / Sgft GARAGE FINISHED/ 441
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad
valorem tax purposes.
*** If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value.
http://www.scpafl.org/pls/web/re_web.seminole_county title?parcel=23193050200000670... 6/6/2005
Heliocol Installation Manual Update
(9/25/02)
This is an update to the Heliocol 2002 Installation Manual (Revised 1/02). Please insert and staple
this update into your Heliocol Installation Manual.
MOUNTING THE SOLAR PANELS US-ING ALLIGATOR CLAMPS
As an alternate method to the Z -Bar, Heliocol collectors can be mounted to just about any surface
using HC -110 Alligator Clamps (Gator Clamps) Two Gator Clamps per panel are used along the top
header to hang each panel on the rack or roof surface. (Additional Gator Clamps are required for
surfaces with a pitch of 10/12 or greater).
HC -1 10 ALLIGATOR CLAMP —
PANEL HEADER (TOP) \
HC -113T PANEL CLAMP TOP
HC 1 13L LATCH
HC-113GGASKET
HC -1138 PANEL CLAMP BOTTOM
FIG. 5.3 ;
r
For rack systems, asphalt shingle roofs or the roofs follow these i`mple steps
Snap a chalk line across the roof or rack where you want the top edge of the collectors to be
located. Since the panels should slope slightly down toward the -feed end of the array for proper
drainage, the chalk line should also slope down in this direction approximately 1 inch per 20 feet.
Position the first Gator Clamp on the chalk line 6 inches in from the top corner of the first panel.
The first panel will be the one that is connected to the feed line at the bottom header.
Subsequent Gator Clamps should be spaced out evenly along the chalk line every 24 Each
Gator Clamp can be located anywhere along the top header to match up to the spacing of the roof
rafters as long as there is a 2" space between the edge of the Gator Clamp and the ribs on
the panel header that exist every one foot. This allows for horizontal expansion and
contraction. For Barrel Tile roofs, each Gator Clamp needs to be positioned so that it is centered
on the lop ridge of a tile.
Since normal horizontal expansion and contraction of an array of panels takes place every day as
panels heat up and cool down, it is preferable to lock the center of each array in place so that the
expansion and contraction takes place evenly to the left and right of this center point. The center
panel of an array may be locked in place by locating the Gator Clamps on that panel adjacent to
the left and right of one of the header ribs. (See Figure 5.5) These Gators should be attached
using two lag bolts as opposed to one. Do not use this procedure more than once on any
array of panels.
Apply ample sealant to both the bottom and top of the lower hole on the bottom portion of the
Gator Clamp (Figure 5.7A) Position the bottom portion of the Gator Clamp perpendicular to the
chalk line with the lower hole being placed right on the chalk line. Lag the Gator to the roof
through the lower hole using a Y." X 2" S.S. Lag. Bolt. (Figure 5.713) For Barrel Tile Roofs, place
an HC-110BTS Barrel Tile Spacer underneath each Gator Clamp by inserting the four feet of the
Barrel Tile Spacer into the four corners of the bottom of the Gator Clamp. (Figure 5 7C)
6. The bottom of the Gator is designed to grip the roofs surface to avoid rotation back and forth;
however, if the roof surface is particularly hard or slick you can use an additional lag boll in either
the top or bottom hole
7 To ensure proper spacing, hang the top headers of panels in the bottom portion of the Gators
attached to the roof as you go. Once again, be sure Gator Clamps are at least 2" away from each
ridge along the header. (Figure 5.7D)
8. Once all Gators are properly lagged to rack or roof surface, and all the collectors are hung in
place, connect the top headers of each collector using HC -113 Panel Clamps. Snap the top
portion of each Gator Clamp over the panel header onto the bottom portion of each Gator Clamp
by pushing down firmly. (Figure 5.7E)
9 Attach the bottom headers of the collectors with HC -113 Panel Clamps.
10 Attach feed and return lines following Heliocol's published guidelines.
11 Be sure all four corners of the array are securely fastened to the roof. The corners where the feed
and return lines are located should be fastened down by Pipe Straps that are also supporting the
weight of the pipe. The corner above the feed line should be attached to the roof by the Gator
Clamp supporting the header. The corner below the return line should be supported by the
HC -137 J -Clamp that comes in the Row Kit. Locate this J -Clamp 3" to the inside of the end of the
panel along the header. Allow for a %" gap between the J -Clamp and the bottom of the header,
(Figure 5.6)
ALLIGATOR CLAMPS
PPC PPC PPC
PPC
I
G or C CLAMP
(To support plumbing)
1/2" GAP
Figure 5.5
Figure 5.6
NOTE Additional Gator Clamps may be used along the bottom header as des'ire'd. To allow for
vertical expansion and contraction, any Gators installed on tll e bottom header must be
positioned so that the header is in the middle of the cradle. Similar to the J -Clamp
shown in Figure 5.6
A B C D
Figure (5.7)
-QOM UMA
SUMMARY INFORMATION SHEET
FLORIDA SOLAR ENERGY FLORIDA 9225703 (321) 638-10�
1679 CLEARLAKE ROAD, COC
MANUFACTUPtIFR
FEB, 19, 2002 11 5 rHf'I r
PHONE N0, 0813 572 7922
September 2000
ESEC # D001 3C
Revised October 2040
Collector Model
Enclosure
None
Hellocol 40
Hellocol U,S,A Inc. - Mager' Plastic
Absorber Ooating
None
927 Fem Street, Suite 200
None
Altamonte Springs, Florida 3270
was gyalualad by tho Florida
"i
6041 Energy Center (FSEC) In accordance with proscribed methods and Was foundto ter,
basad on agret collector testa performed at the Florida Solar Energy Center,
rhle solar oo4ecior
the minlmum standards e t)lished by FsEC. This evaluation W-
of the I6ete le to verify lnitw performance conditions and quallty
of aonsrtruction only, The resulting oertl}tcatlon
Cocoa Florida. Tdte purpose
le not a guarantee of long term pertormi
pr duraNll
-
DESCA1PTfoN
Grass Length
3,226 meters
10.58 feet
3.84 feet
Gross Width
1,172 meters
0,040 meters
0,13 feet
Grose Depth
3,779 square meters
40,68 squafie feet
Gross Area
FrontaJ Area
3.779 square meters
4wo.68 square feet
Transparent
Volumetric Capacity
11.7 Niels
3,1 gallons
19,0 pounds
Weight (empty)
8.6 kilograms
319 ml/s
6.0 gpm
Reoommended Flow Rata
207
30 pslg
Maximum Operating Pressure
Maximum Wind Load
Not Applicable
Not
Number of Cover Plates
None
Parailel
Forced Circulation
Flow Pattern
Number of Flow Tubes
MWUl e mat
MATE 41ALS
Enclosure
None
Glazing
Absorber
None
Polypropylene with W stabilization
Absorber Ooating
None
Insulation
None
THERMAL PERFORMANCE
Tested per ASHRAE 96-1980 (FRA 1889)
Incident Angle Modi=fier Kta = 1,0 - 0,11 110,6
c .6
Efficiency Equatlons
82.8 1852(> i 'I a)/I ri = 82.8 326 m-Ta)/l
ri = 83,7 1844 (Ti-Ta)/l 5069 ((1 Ta)/IIe r) = 83.7 - 324 (TI-TaM - 157 [(TI-Ta)/Ij2
Units of Tl-Ta/1 are °C / W81t/m2 Unita o1 Ti -Ta are °F. /RtuJi'r-ftz
R.AII NC
The collector has been rated for energy output on measured performance and an assumed standard day, Total solar energy available
for the standard day Is 5045 Watt-hours/m2 (1600 BtuM distributed over a 10 hour period,
Output energy ratings for this collector based on the second -order efficiency Curve are,
Collector Temperature Energy Output
Low Temperature, 35°G (95°F) 41,000 KloJoules/day 38,900 Btu/day
Intermediate Temperature, 60°C (122°F) 14,700 Kilojoules/day 14,000 Btu/d;�y
High Temparatura, 100°C (212°F) 0 FGIo oules da
J / Y 0 Btu/dRy
REFERENCE 98002
33555
PLAN AT COLLECTORS I
S -I
K= EAi RDGT
FE%C.W . 7J -0' nAx
e
ICLIOGOL Y.ATOR.OL
-
CILLECTOR
C{, uU LAS
I,= JY aTFj'l
ac`00 TTllla[e HO--
I eYr. ORDETTER
.' DLA OTAP 4-EOO 670a
LX DGLT AT EAC�
GATOR Ca A
FLAT BUILT-UP ROOF 3
A7 s.r�ull BEL au
14E! •� •_•,•-•
C-ArIF-
4ELIOC COLLECTC
nAY
ME LOCATED N
AJlT AREA E>.Z:T
—Z a ZGEO-
1'E— Ttc� -
4EKfrt JO'-p'rmi x
WTAILED H `COIR ZC1.Ea' m
F 11= COLLECTORO 6.l4LL HOT DE
!-IELIOCOL CGNOTE LLEC,, µELIGCOL GA -.O
dJQIN OT EHADr� AJ!>rAa Dr.LOtL
C{, uU LAS
l COU ECTCR_CGNECTIGlIj HAVE LEEN DEOIr�ED T Yom
TO R�SIa
LOADS GVR.E® H Fi_ORIIJ09= A pull Do;G GCAE FOR Lap wRm
r
BOLTS.
VElA
OC1TY"- Mm FG3 App lJ FOR tap , ,yELIX: TY.. TYPK 41Y
RIDGE
1 IAC. DOLT C --ITIEO A EJ'DELJfElfie A, CASED l �IATIGGanL
D
PIBLULED 15T TYE µA.TICa14L FCYRF57 PRODUCTS A�50CIATIQ{
ILI:�p TTd19aED F10.
J 5— OR DETTFR
3. ORD TINS TF T DATA FOR TWE, CCN{CTICW µq7 PEEN CO'-1P1Lm DT
ul��, G.4HLE TFaim
TEX.Y7 A . n WIvER�RY, COLLEGE 5TATkOK TEX MOD b Av 4
d z
CO'ralTlw camnlQl
GATOR ClA
R L 0.DAf41l a
LO � OmFTbIQJ
CLAr - LEAVE TCJO OUTEYa 04T µCLEO E3�. TrFtGgLLY,
Jno..16�0•��
STRAP ANCHOR
Ime � L.v.n M
UDTY OF CORDER ZOlE
W �mF
w�h+iR II�
PLAN AT ROOF J"4LL HE ' �Fk�&j
CF J.+CR"t DCE�GIGN GF
.c wr, �m
BUILD—,. OR �0
S-1
PERiprt OF EAVE
IE kGµa ORIFFE T,
Ul -"EVER L7 5"AL .ER
[QTf nW- + Roup
uE rtrr - JJ' -p MAX
UKJOO T:IItJCE� NO
J OY -. OR GETTER
:OL
—C7OR
M6ER 5YeTE]'l
kl' DIA 5TAPJL?; B _
LAG DOLT AT EAC
GATOR CL
SLOPED SHINGLE ROOF d
S-1
LOT YEA I F3DGs "E— 2.ti:F
1EKaJ-(i J� -m• nAX IJEIGW . n --m• nNC
DRIM��
'OLE iNRiJ
ueLVOCOL GATCR TILE MID
CA-AtP COLT TO lCLKXOL GATOR
OREAK TILE C1Arr-
C WYZP T T1LF • HCLT
T MO UJOOD CIA.RR£L TILECLkU
JET.IGC,ZOLLECTOR
W000 TT4J5 E6 HO. RI
J O'fP. OR BETTER
.• Ob e7A'4f7 "TEFL
OLp.
LAG DT AT EAp1 aO. R
GATOR Cj1
AX
SLOPED CONCRETE
TILE ROOF 5
OER SYOTE3-L
o LL y' u Le Tµral
CONCRETE TILE AIS
ftOTALL LAG DOLT TO
A.5
AHOT TO DRAW TILE
PROVIDE 3• DOLT
EMEDrIE 7n ii no ¢LOCO
TFa'56) DELOLL
� C—O IGCDI.
�--�� COLLECTOR
FOOD 1laleeEa _ aY
r DTP. OR DETT ER
y • DIA JTA-A-EM 6TE7=L p- nnl
LAG BOLT AT EACµ
GATOR CL AYP
SLOPED BARREL
T I L E (ROOF 6
-nv
7t,
!-IELIOCOL CGNOTE LLEC,, µELIGCOL GA -.O
waER OYOTET-t
C{, uU LAS
l COU ECTCR_CGNECTIGlIj HAVE LEEN DEOIr�ED T Yom
TO R�SIa
LOADS GVR.E® H Fi_ORIIJ09= A pull Do;G GCAE FOR Lap wRm
BOLTS.
VElA
OC1TY"- Mm FG3 App lJ FOR tap , ,yELIX: TY.. TYPK 41Y
1 IAC. DOLT C --ITIEO A EJ'DELJfElfie A, CASED l �IATIGGanL
DI!56C ' fCFICATICN PG OTA`JO GRAD[ RA[ LU -CER —10 rMTO1�l'�a• A,
PIBLULED 15T TYE µA.TICa14L FCYRF57 PRODUCTS A�50CIATIQ{
ILI:�p TTd19aED F10.
J 5— OR DETTFR
3. ORD TINS TF T DATA FOR TWE, CCN{CTICW µq7 PEEN CO'-1P1Lm DT
D14 7TAII.y EaO Jt1EL
TEX.Y7 A . n WIvER�RY, COLLEGE 5TATkOK TEX MOD b Av 4
LAG HOLT AT EArJ-I
TFRYxl't1 4ELIOCOL 1✓G
GATOR ClA
4. rROVTDE h' DIArETT!R LK-DOL.T TuFI,:) . CJB. E I -.OI -E !J EAC,, GATOR
CLAr - LEAVE TCJO OUTEYa 04T µCLEO E3�. TrFtGgLLY,
NEL I OCOL
STRAP ANCHOR
S -I
[QTf nW- + Roup
uE rtrr - JJ' -p MAX
UKJOO T:IItJCE� NO
J OY -. OR GETTER
:OL
—C7OR
M6ER 5YeTE]'l
kl' DIA 5TAPJL?; B _
LAG DOLT AT EAC
GATOR CL
SLOPED SHINGLE ROOF d
S-1
LOT YEA I F3DGs "E— 2.ti:F
1EKaJ-(i J� -m• nAX IJEIGW . n --m• nNC
DRIM��
'OLE iNRiJ
ueLVOCOL GATCR TILE MID
CA-AtP COLT TO lCLKXOL GATOR
OREAK TILE C1Arr-
C WYZP T T1LF • HCLT
T MO UJOOD CIA.RR£L TILECLkU
JET.IGC,ZOLLECTOR
W000 TT4J5 E6 HO. RI
J O'fP. OR BETTER
.• Ob e7A'4f7 "TEFL
OLp.
LAG DT AT EAp1 aO. R
GATOR Cj1
AX
SLOPED CONCRETE
TILE ROOF 5
OER SYOTE3-L
o LL y' u Le Tµral
CONCRETE TILE AIS
ftOTALL LAG DOLT TO
A.5
AHOT TO DRAW TILE
PROVIDE 3• DOLT
EMEDrIE 7n ii no ¢LOCO
TFa'56) DELOLL
� C—O IGCDI.
�--�� COLLECTOR
FOOD 1laleeEa _ aY
r DTP. OR DETT ER
y • DIA JTA-A-EM 6TE7=L p- nnl
LAG BOLT AT EACµ
GATOR CL AYP
SLOPED BARREL
T I L E (ROOF 6
-nv
7t,
Y
HOW TO CONNECT THE SOL.0i?
COLLECTORS TO EXISTING
POOL FIBROTIOM SYSTEM
vacuum 8mahof
(HC -121) a
......._�................_...Pre 9urs Tact Kit k—A-U
{ (1-�GPTtQ i
i used here to pressure i
test the system,
Ball Valve --�
(#5210)
- NEW PLUMBING
- EXISTING PLUMBING
4111111
TO sots
C0WECT0R
(COOL)
Three Way Valve
(#3344)
Check Valve
(#1011-15)
LI
RETURN
FROM SOLAR
COLLECTOR
(HOT)
Check Valve
(#1011-15)
Install after
this point:
Chlorinator
• Heater
• Other pool
accessories
(optional)