HomeMy WebLinkAbout120 Edgewater CirCITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: ', —7JDocumented Construction Value: $ Job
Address: IZcN 1_: Cc ru l Historic District: Yes No Parcel
ID: A-Zo - -3U OUcscv - G`A v Zoning: Description
of Work: 5d\ar \'Xet Plan
Review Contact Personen Lo Title: Phone:
46-A -S5tt - 1 v t & Fax: 3Zl- Z83 - 5 t-_5 2 E-mail: abQ cs, • _ cd ri Property
Owner Information Name
WICO \_ CMC<< Phone: ",kq lam(, Street:
kg_c3 Z1ke_, - rUt_ Resident of property? City, State
Zip: ain Gv_ I l 3 Zi----4 3 Contractor Information
Name CQPhone: `{
off - s''zs- lu it Street: 3g7-A-
A ZSN-. 22 k',' Fax: 3z1- Z&3 - City, State Zip:
So-h"„ z N--1 -32_1-:I State License No.: Cr-c- 1 \t Name: Street: City,
St,
Zip:
Bonding Company: Address:
Building Permit
Square
Footage: _ No.
of Dwelling
Units: Electrical New Service —
No.
of AMPS: Architect/Engineer Information
Phone: Fax: E-
mail: _
Mortgage
Lender: Address:
PERMIT INFORMATION
Construction
Type Flood
Zone: Mechanical (
Duct layout
required for new systems) 4.3'y
l b No.
of Stories:
Plumbing New Construction -
No.
of Fixtures: Fire Sprinkler/Alarm
No. of heads:
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 PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. 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 ofpermit is verification that I will notify the owner ofthe property ofthe requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING: UTILITIES:
ENGINEERING:
COMMENTS:
Rev 11.08
FIRE:
Signature ontract(ryAent Date
or/Agent's Name
J c_ — 2 Ci f
Signature of Notary -State ofFlorida Date
zoF : Denise R. LaBarrCommission # DD 935151
oFo pipes October 22, 2013
BoMod TFru Troy Fan .murance 900.985.7019
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING:
POWER OF ATTORNEY
I hereby authorize —Icj ( I rn el of IQ Power LLC to apply for a
plumbing permit under my Florida Contractors License Number CFC1428148 at the job
site described below:
ADDRESS U(D tdo 4-r I r.. ( dord, F/. 53-77-5
BY 004;7 C _, 40 4
Joe rada
Certified Plumbing Contractor
CFC1428148
Who is personally known to me.
This instrument was acknowledged before me
This Day of O?C)l
Signature of notary public
Denise R. LaBarr
Commission # DD 935151
o Expires October 22, 2013
Bonded Thru Troy Fain Insuram 800385-7019
3977 St Johns Pkvvy
Sanford, FL 32771
Phone: 407-585-1018
Fax 321-283-5432
CFC1428148
Ina I nenTI I
b
srrtprt.•soior, erlergY.
NAME C C &. e
ADDRESS Id20
CITY,ZIP 64-I-O a`?
EMAIL
POOL HEATING DOMESTIC HOT WATZR
PRODUCT NAME PRODUCT NAME ("
u
PANEL SIZE PANEL SIZE l d
PANELS PANELS
QjO0AUTOCONTROLSOLARTANKSIZE
SALT SYSTEM GLYCOL
POOUSPAAUTOMATI DRAIN -BACK
REMOTE DIGITAL CONTROLLER ...-
POOL COVER E SOLAR STATION
ROLLER PV/PUMP BACKUP
PUMP E 2 STORY INSTALL
HEAT PUMP ELECTRICAL OUTLET%%
OTHER OTHER
PHOTOVOLTAIC OTHER ITEMS
Qom//
KW SYSTEM SOLAR ATTIC FAN 9444!r/v
PRODUCT NAME KVAR
PANEL TYPE POWER MOTOR
PANELS INSULATION
INVERTER R19 AREA
MOUNTI SYSTEM R30 AREA
BATTERY BACKUP RADIANT BARRIER AR
BATTERIES SPRAY/FOIL
I IIUIVfiL VVIYIIVICIVIJ
5401 N Haverhill Rd, Suite 103
West Palm Beach, FL 33407
Phone:561-271-1924
Toll Free: 888-igsun36
CFC1428148
HOME PHONE .2
CELL PHONE
WORKPHONE
UTILITY COMPANY P --
PAYMENT TYPE
FINANCE CO
TERMS
APX MO PMT
Financing Is notguaranteed and Easedon the consumers cradlL
Buyers Right To Cancel: If this transaction is a home solicitation sale and you do not want to purchase these Goods and Services, you must cancel
this agreement by providing written notice by United States Certified Mail to IQ POWER. This cancellation must be clear of Intent, written In English
and Postmarked before midnight of the third business day after you sign the agreement. For the purposes of this Agreement and notice, a 'Business
Day` shall Include the days Monday through Saturday, but shall not Include Sundays or any legal holiday on which the U.S. Postal Service does not deliver.
ER KNOW EDGE THAT I HAVE READ THE FOREGOING AND AGREE TO THE TERMS THEREOF.
Buyer Date Ener y Consultant Date
L
Buyer Date er Rep se t' to
This contract represents the entire agreement between buyer and seller and is binding when accepted by 10 Power.
I I I I I
t
I I I I
f
I
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Ic17I
IIIII I111111111111111111111111In NIII NIII0IH 111111111 THIS
INSTRUMENT PREPARED BY: Name:
Address:
3q State
of Florida HARYMNE
MORSE, CLERK OF CIRCUIT WAT SEMINOLE
COUWV BK
07604 Pg 1143t (lpg) CLERK%
B Ii 20110771 74 RECORDED
07l21liStlil 02:17%57 PN RECORDING
FEES 10.00 RECORDED
BY T Smith NOTICE
OF COMMENCEMENT Permit
Number Parcel ID Number (PID) kk- 20 .30_ 11, - ("1cfQG - LA-31- G The
undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida
Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION
OF PROPERTY (Legal description of the property and street address if available) 3
tzo
i A?_ GENERAL
DESCRIPTION OF IMPROVEMENT _ tiR"•- — l
OWNER
INFORMATION n Name
and address: iZo
C z s rsle C v c1` v`f F l 32+ Name
and address of Fee Simple Title Holder (if other than owner) CONTRACTOR
Name
and address: L L S- 5a
Persons
within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by
Section 713.13(1)(b), Florida Statutes. Name
and address: In
addition to himself, Owner Designates of To
receive a copy of the Lienor's Notice as Provided in Section
713.13(1)(b), Florida Statutes. Expiration
Date of Notice of Commencement: The
expiration date is 1 year from date of recording unless a different date is specified. WARNING
TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA
STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.
IF YOU INTEND TO OBTAIN FINANCING, .CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE &
G COUNTY OF :51-' i w g 1 c q==--
Z-- \ Lo \ e- rvc.t— OWNERS
SIGNATURE OWNERS PRINTED NAME NOTE:
Per Florida Statute 713.13(1) (g), owner must sign...... and no one else may be permitted to sign In his or her stead." The
foregoing instrument was acknowledged before me this - q day off by
jam\ ; Cd \\ c Lrvc _ . Who is personally known to me Name
of person making statement ,.— OR
who has produced identification u type of identification produced cr', vow 16 e.v, g r VERIFICATION
PURSUANT TO SECTION 92.625, FLORIDA STATUTES. UNDER
P ALTIES OEPERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT 7
AREE T HE"EST F MY KNOWLEDGE AND BELIEF. SIGNATURE
OF NATURAL PERSON SIGNING ABOVE nission #
DD 935151 es
October 22, ^" Thor
Troy FainInsures- 80"45-7015
U yLHA
O e? Z iB1
2FFyayp:
C)gSd8.
B
G 4 3
z fin
6
O
SCOPE OF WORK: DESIGNED PER:
INSTALLATION OF ASOLAR WATER HEATING ASCE 7-06
SYSTEM WITH A ROOF TOP COLLECTOR
WIND LOAD: WIND EXPOSURE:
DESIGNED FOR 16O MPH EXPOSURE CATEGORY C
SOLAR HYDRONICS CORP (FORMERLY KNOWN AS SOLARWORLD) DOMESTICHOT
WATER (DHW) INSTALLATION NOTES: 10JULY09
GENERAL: THIS DRAWING AND THE SPECIFICATIONS HEREON ESTABLISH THE MINIMUM REQUIREMENTS FOR DHW
EQUIPMENTON BUILDINGSIN FLORIDA60 FEETORLESSIN HEIGHT "OAT ROOF ANGLESFROMFLATUPTO45 DEGREES. PER
THIS PARTICULAR INSTALLATION DOCUMENT, THESOLAR HYDRONICS CORP DHW SOLAR PANELS MAY BEINSTALLED PARALLEL
TO THE ROOF PLANE WITH HOLD DOWNS FLUSH ON TOP OF THE UPPER SURFACE OfTHE ROOF COVERING OR TILTEPUP TO
ActemsE7TEa SOAR CDLLECTIGN. FLUSH -MOUNT SHALL REQUIRE 4-ANCHORS' (3/84NCH DIAMETER
CRS, CORROSION RESISTANTSTEEL INPZ-1 & PZ-2, EXPOSURES B & C, IN ALLWINDZONES UPTO
AND INCLUDING S6D MPH. •ANCHORSCAN EITHER BE-ATCONTRACTORS' CHOKE.4-ANCHORS FORASINGLE
COLLECTOR 5k4rWCH FOR TWOCOLLECTORS TAU USEOFAPPROVED RACKING TO TIE THE TWO COLLECTORS
TOGETHER -SEE FIGURE 2. TILT -UPIS PERMITTED ONLY WITH THE FOLLOWING STIPULATIONS: A) NOINSTALLATIONS OUTSIDE
OF PRESSURE ZONE 1: BI USE ONLY OEM HARDWARE- EXCEPT R14 HIS PER FIGURE 2: CI COLLECTOR LONG AXIS HORIZONTAL
AND30 DEGREES MAXIMUM MT ANGLE: D) WIND ZONE 140MPH AND LESS REQUIRE 4-ANCHORS PER TILTHUP COLLECTOR: F)
WIND ZONES GREATER THAN 140 MPH REQUIRE 6 ANCHORS PER TILT -UP COLLECTOR AND MINIMUM TILT POLEWALL
THICKNESS OF MOTH -INCH. CGW NTRACTORPl KEEPLAG BOLT LOADING TO UNDER 528 POUNDS OF UPLIFT- REFER TO WIND
LOAD CALCULATIONS AT HTTPJANVAV.CAOMCEVS/SWfMNOLOADCALCULATION5.PDF MEN
LAG UANT ISEXCEEDED CONTRACTORSMALL USEMORE LAGS,) -BOLTS OR ALL -THREADROD. FOUR ).BOLTS ORALL -
THREAD RODSCANHANDLE THELOADOF 2•EACN, 405E SOLARCOLLECTORS IN ALL LOADINGCASES ONTHECHART. WHENSTRAYINGINTOPZ2. INCREASE ANCHORSSOONTHEPORTIONOF THECOLLECTORINPZ2. ABSOLUTELY NOINSTALLATIONS
IN PZ3. TESTING:
THE SOLARHYDRONICSCORP DHWCOLLECTORSHAVEPASSEDMIAMI TESTING LABS WINDLOADTESTINGOF -102 PSIPERASTME-330 (MTL FILENUMBER 9S-1249).THS ENGINEERHAS EVALUATED THE INSTALLATION COMPONENTS AND HARDWARE
CURRENTLY PROVIDEDBY SOLARHYDRONICSCDRPASOEM INSTALLATION KITS ANDFOUND THEM TO MEETTHEREQUIREMENTS
Of THE FLORIDA BUILDING CODE CURRENT AS Of THEDATE OF THIS PLAN. THERE SHALL BE NO SUBSTITUTION
Of OTHERVENDOR MATERIALSWITHOUTPRIORAPPROVALOFTHISENGINEER THRUSOLARHITDRDNKSCORP. HARDWARE:
THIS ENGINEERHAS DETERMINED THATTHEHOLD-DOWNHARDWAREAND FASTENERSSUPPUEDBY SOLARHYDROMCS
CORP WILL WITHSTAND HURRICANE FORCE WINDS UP TO AND INCLUDING 160 MPH 3-SECOND GUSTS. THE ONLY REMAINING
VARIABLEOFSIGNIFICANCEISTHEATTACHMENTOFTHEHOLD DOWNS TOTHEUNDERLYINGROOF SYSTEMUSING
OEMHARDWARE LAGGINGOF SHCDHW COLLECTORSFOR FLUSH MOUNT INSTAIlATDN (PARALLEL WITHTHEROOFSURPACE
AND AS CLOSE THIERETO AS PERMITTEDBY OEMHARDWARE) SHALL BE ALLOWED IN EXPOSURE CATEGORY B AND C AND
INBOTH Pn AND PZ2 AT MEANROOFHEIGHTS OF 60FT O1LESSAND INALLWINDZONESTHRU 160 MPH SOLONGASTHE
FOLLOWING CAUTIONARY RULES ARE OBSERVED. LAGS SHALL BE CORROSIONRESISTANT STEEL 3/8INCH DIAMETER MINIMUM
OR BETTER. LAGS SHALLACHIEVEATLEAST34NCHIESOFTHREADEMBEDMENTIN RARERORBLOCKING. MEASUREMENTS
MUST BECAREFULLY MADE ANDPLOTHOLES STALLBEDRILLED TOENSUREHITTING UNDERLYING RAFTERS 0aTRUSSESANDTOAVOIDWOODSPLITTING. SPECIAL
PROCEDURESTO USEWHEN, IN THEINSTALLER'S OPINION. HIRING THE CENTEROFTRUSSOR BAITERWITHALAGCANNOT
NASSURED. OTHER USEA3/8INCH (MIN)'1' BOLT GRABBINGTHE TRUSURARER OR 3/81NCH DIAMETER (MIN) ALLTHREAD
ROD PLUS STANDARD TENDER & I= WASHERS AND NUT THRU MINIMUM 4' BY 4' 6Y 9' BLOCKING ON THE UNDERSIDE
OF THEROOFSHEETING. WHERE BLOCKINGMETHOD IS USED. INSTALLER SHALL APPLYAGENEROUSBEAD OfCONSTRUCTION
ADHESIVE FOR MINIMUMOF IFTALONGTHENEARJOINTS OFTHEROOF TRUSSANDSHEETING ONEACH TRUSS
ON BOTH SIDES OF THE MOCKING -SEE FIGURE I ONTHIS SHEET. PLUMBING
SHALLBE PERFIGUREI. FLORIDA PLUMBINGCODESIULLLBEADHEREDM. PARTICULAR ATTENTION SHALL BE Nei
TTOSROTECIONAGAINSTOVER-0RESSUREAND FREEZING -PER FLORIDAMECHANICAL CODE. CHAPTER 14, AND PERSOLARHYDRONICSCORPINSTALLATIONINSTRUCTIONS. THIS DRAWINGSHOWS THE'D' VERSION PLUMBING. HOWEVER, THERE
ARE OTHER VARIANTS (PHOTO -VOLTAIC PUMP, MOAER, AND/OR DRAIN-BACKI MICH. ALTHOUGH NOT SPECIFICALLY SHOWNHEREON, ARE COVEREDBYTHISSEALED DRAWING -SO LONG ASINSTALLED PERSOLARHYDRONICS CORP INSTALLATION
INSTRUCTIONS. WATERPROOFING
INSTALLERSHALLAOHERE TOREQUIREMENTSOF FBCCHAFFERIS (ROOFING) AND BEST PRACTICESOfTHENRCA
ROOFING & WATERPRDOFNG MANUALTO ENSURE THATTHESOLAR INSTALLATIONDOES NOT CAUSEROOFLEAKS ATINITIAL
INSTALLATION OR AS THESYSTEM'AGES. QUESTIONS:
INSTALLERS, AUTHORITIES HAVING JURISDICTION, OR OTHERS HAVING auesnDIS OR OFFERING CONDITIONS. MAY
CONTACT THIS ENGINEER DIRECTLY -CE11: 913 650 7246. FAX: 8663979050, E-MNU BOISON I@TAMPAMYJULCDM NOTICE
TO AHICONTRACEOIL OWNER, &OTHER INTERESTED PARTIESMPJ:THIS PLANPROVIDESENGNEER-
SEALED DETAILS & SPECIFICATIONS FOR INSTALLATION OF BOTH AE& MORNING STAR CORPORATION (MSC) SOLAR DOMESTIC
HOT WATER SYSTEMS AE & MSC ARE MADE IN THE SAME PLANT BY THE SAMEMANUFACTURER. WHILE THERE ARE SLIGHT
PHIYSICAL. DIFFERENCES, THESE SYSTEMS ARE EQUIVALENT STRUCTURALLY. HYDRAULICALLY. & THERMALLY. AE DETAILSARE SHOWN
ON TITS PLAN BEET, BECAUSE AE STHEVOLUMELEADER MSCDETAILS MAY BEVEINEDAT, fvW/wvrv..aetsoIw=W ALL
AFFIDAVITS. DESIGNS, OPINIONS, CALCULATIONS & OTHER ENGINEERING SERVICES PROVIDED BY ALLEN GEZELMAN
PE AND HIS ASSOCIATES ON ANY AND ALL PROJECTS ARE SUBJECT TO THE PROVISIONS OF EJCDC C-700 ENGINEERS
JOINT CONSTRUCTION DOCUMENT COMMITTEE - STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION
CONTRACT) CURRENT AT THE TIME. THOSE OBJECTING TO SAID EJCDC C-700 OR PROVISIONS THEREOF
ARE DIRECTED NOT TO USE THE AFFIDAVIT, DESIGN, OPINION. CALCULATION OR OTHER ENGINEERING SERVICE
OFFERED BY ALLENGEZELMAN PE AND HIS ASSOCIATES ON THE PROJECT. FJCOC C-700 MAY BE VIEWED AT: HTTPJ/
GEZ BMANPE.COM/REFERE NCE/AGr-700.PDF DIRECT-
D'SYSTEM THIS
DRAWINGSHOWS THE SOLAR HYDRONKSCORPORATION DNW W(
DIRECT) SYSTEM ANDTHISPARTKUWRMTEMSPLUMBING. THERE AREOTHER, SJGHRY DIFFERENT, SOLAR HYDRONICS CORPORATION DHW
SYSTEM VARIANTS W WaAREALSOCOVEREDBY THISSEALED DRAWING. THIS 15 BECAUSE THE CRIIICALEIFAHENT-TIE CDIECTOR(S) AND
RDOFMOUNTING DETAILS REMARK THESAVIE WHET1HERTHESOLARHYDRONAV CS CDRP.DSYSTEM BEING INSTALLED ISA DRECT, N-MaOR
DRAN-0AOLMODM WIBCICAN BE CONFIGURED WITHEITHER AN A/C ORD/CCONTROLIIDELECTRIC PUNY COLLECTOR SENSOR
U. I
I
M. I
II
SOLARLOOP
DRAIN ISOLATION VALVE
SOLAR LOOP
D EXPANSION TANK MOTORIZED BALL
VIAL i 1 rrDIFFERENTAL CONTROL COLD WATER
INLET SHUT OFF
VALVE BACKUP ELECTRIC
ELEMENT u..- 1: E;•: ..... p(. D&TUBE
LEDGEND I re
19CLATKON VALVE (OPT7NAU. STORAGE TAN :){., I TANK SUPPLY SHUT OFF i SOLAR
LOOP DRAW T':.'.Jf:.':.'.IF:: ri)' i Fi9EEZE PROIECITON VALVE (OPDONAU TEMPERATUFE/PFESSFE
RELIEF VALVE TANK SEN ......•.
r(' j PF RELIEF VALVE t•:"•:: •- u:.TIIH AIR VENT (CPEO NAU F::: •::•:V:: NI• 5.... MOTORIZED BALL VALVE Ei£CIFIC
PUMP AC/DC TANK DRAIN
EXPANSION TANK (OPTIONAU FI 01
scALt:.
xrs SOLAR SYSTEM
COLLECTOR: APPLICABLE CODE: THS PLAN IsvOICIMMOUTMYSIGNaTUREa RAISEDSEAL. MODEL: AE-
21/AE24/AE•I6/AP-2BlAEa21AE<O FLORIDA 21507 CODE W/09 SUPP - - THISPLAIN MAY NOT BE PLACED ON FILE FOR PUWNG MULTIPLE PERMITS. M/SCZ1 ,
MSCJ2 / MSG4DISHC-21,SHCJZ/SHC•4O EACH PERMIT PULLED REQUIRES ITS OWN RAISED SEAL COPY OF THIS PUN. NOTE: SUITABLE
FOR HVHZSEE CALCULATIONS: HTTPJ~.GEZELMANPE.COWNSTALLATIONDWGS.HTML GENRAL NOTE: REGARDING WIND LOAD -
MY DESIGNS CLEARLY SHOW COMPLIANCE PER ASCE 7 WITH THE FLORIDABUILDING CODE ALL HOT WATER SOURCOLLECTORSSOLDIN THISSTATEARE REQUIRED TOHAVEBEEN TESTED BYTHEFLORIDASOLARENERGYCENTER
AND BEAR ITS CERTIFICATION LABEL THE COLLECTORS LISTED ON THIS PLAN COMPLY WITH REGARDING GRAVITY LOAD -OUR HEAVIEST COLLECTOR WEIGHS 165 POUNDS WHICH IS DISTRIBUTED OVER A 40 S.F AREA WATER IN THE THOSE REQUIREMENTS. FURTHER INFORMATION MAY BE ACCESSED ON LINE AT: COLLECTOR IS NEGLIGIBLE. EACH COLLECTOR HOLDS ABOUT A GALLON OF WATER POOL COLLECTORS A BIT MORE. HOT WATER HTTP://W W W.FSEtUCF.EDU/EN/INDUSTRYtrESTING/STCOLLECrORS/HOT WATER RATINO/iNDEX KTM COLLECTORS A LITTLELESS. REGARDLESS. SOLAR PANELS ARE AN INSIGNIFICANT LOAD ON THE ROOF UNDERNEATHI ROOF PENETRATION AND
FLASW40 - NOTE,
COLLECTORS MAY
BE
CII'B ITA VERTICALLYORHOERONTALLY
MOUNTING BRACKET (SEE
DETAL BELOW) M OLINT13 CAN
BE ON SIDES ORCOLLECTORENDS ORCOLLECTOR
ROOF INSTALLATION DIAGRAM
dGIE FITS ALL
THREAD ROD.
J BOLT OR
LAG MOUNTING BRACKET ALUM
TUBE ALUM
TUBE I
I III PITCH PAN
TILE
ROOF: CUT
OUT RECTANGLE FOR PITCH PAN, INSTALL AND FILL
W/ 1-PART POURABLE WATER PROOF CONSTRUCTION SEALANT ) ALTERNATE.
TILE ROOF
MOUNTING DETAIL s Lnr.ra
F` 1 02
VAFIGURE2
L BGLLFIiF3 EXPLANATORY INFORMATION
ENLARGED
VIEWING & HYPERUNKS:
PRINT VERSION OF
THIS PLAN PROVIDES MINIMUM INFORMATION NEEDED BY USERS. ELECTRONIC VERSION (EV)
PROVIDES MAGNIFIED MEWING UP TO 640DX EV ALSO PROVIDES NYPERINK ACCESS TO OEM MANUALS AND ABUNDANT
OTHER SUPPLEMENTARYINFORMATION. EV MAY BE
ACCESSED AT HTrP.//WW W.CADVIMUS/SW/AS.2.3.WKPDF THERE ARE THREE PROPRIETARY
RACK SYSTEMS APPROVED FOR USE WITH THIS PLAN. THESE MAYBE USED TO SUPPLEMENT OR TO REPLACE THE
DETAILS SHOWN IN FIGURE 2. IN ALL CASES REFER TO OEM INSTRUCTIONS FOR DEWLS/SYSTEM BEING USED. IN THE EVENT
OF CONFLICT BETWEEN OEM INSTRUCTIONS AND THIS PLAN, OEM INSTRUCTIONS SHALL PREVAIL OEM MANUALS MAY BE
ACCESSED ELECTRONICALLY USING THEFOLLOWING HYPERUNKS: HRP4/W WSVMtMUr.CDMAITERATURE/
INDEKPHPTDOUN014&PG•1 1 KRPJ/WWW.IRONMDGE.COMOILES/
XRS/IRGNMDGE%RS-2 RAIL -SYSTEM PD I HTTPJ/WW W.UNIRAECOM/POfA1227.PD STRUCTURAL LOADING: L THK
PLAN WAS
ENGINEERED
FOR THE ENTIRE STATE OF FLORIDA INCLUDING HVII. THE SOLAR EQUIPMENT REPRESENTED
ON THIS PLAN IMPOSES A POSITIVE LOAD UPON THEROOF STRUCTURE Of LESSTWIN 4-PSF. MY UPLIFT
PRESSURE CALCULATIONS MAY BE VIEWED AT ' HITP //W W V.
CADMCEUS/SW/WINDIDADCALCULATIONS.PDTHE UPUR PRESSURES FOR
16OMPH, EXPOSURE CATEGORY C. BUILDING IMPORTANCE FACTOR CATEGORY It HEIGHT 600.R OR LESS. SLOPE45
DEGREES OR LESS ARE: PZI .666 PSF. PZ2_ 106.6PSF, PZ3 153 2PSF. IQUESTIONS REGARDINGROD PRESSURE
ZONESARE REFERREDTOTHEASCE 7 DIAGRAMFOUNDONPAGESAT THEABOVEUNIMCHYPERLINKFI03
sauE:xrs
COLLECTOR
OURET R00FPENETRAT10R NA
FIASHBNG 1
L ,
Z FRONT
ELEVATION
A PZ =
PRESSURE ZONE
KONc
ur.,•Hr WZ =
WIND ZONE COLLECTOR q i PZ2
q ; ROOF
TRUSS PZ2 . SECTION
A BCJ4E-
rC
MIDSPAH RETNFORCEMENT
SHIN COLLECTOR
MWNTING BRACKET APPROVED RACKING
TWO COLLECTORS
MAYBE SYSTEM
W/CWWNEL NUT MOUNTED ON 2- PIECES
Of 1 APPROVED RACKING W,AE-
RAP CUP APPRO RACKING 1' DIA. SPACER HELD DOWN BY 4
ANCHORS W/ WATERPROOF SEALANT OEM HOLD DOWN: T
LAGGING (POSITION OVERTRUSVEXISTINGROOFSS. 318'
LAG BOLT OR TOP CHORD J- BOLT
OMOKS TRUSS) TYP. SHINGLE, MET, FLAT
TILE DETAIL. SGIE 1-IT. rd
APPROVED RACKING rDTA SPACHL LENGTH SYSTEM
W/ CHANNELNUT PDJUSTFLLSITYVTOPOFTOE EXISTING MEMBRANE 1
DUL SPACER LENGTH ADJUST FLUSH W/ TOP
OF TILE APPROVED RACKING 1' 01A
SPACER All
IN-AW/ itWATERPROOFSEALANT11EXIST. BARREL TILE
WHERE APPLICABLE EXISTING ROOF
TRUSS. OEM HOLD DOWN: FILL CAVITY UNDER TILE
W/ EXPANSION CONST. FOAM
TOPCHORD LAGGING (POSMONOVTRUS- 3W
LAG BOLETL T
OR J- SOLT(
HOOKS
TRUSS) TYP.
BARREL TILE ROOF MOUNTING
DETAIL SGIE I-K •TIC SHW
COLLECTOR APPLY CONSTR EXISTING
ROOF MOUNTINGBRACKETADHESIVEMEDIUMMHOLDDOWN:
BEAD BOTH SIDES OF LAGGING (POSITION OVER TRUSS) INTERFACE BETWEEN J-BOLT ORN1OOKSTRUSSRODSLIDGMETWEENTSES) TRUSS SEALANT
FOR WATERPROOFING 1
FOOT IN EACH DIRECTIONSTARTINGFROM 'SPANNER' TO
WHICH COLLECTOR
MOUNT FOOTPAD IS
SECURED BY
ALL -THREAD ROD.
4.4
BETWEEN TRUSSES N
CONTACT W/ PLYWOOD STTINNORD
TRUSS NOTE -THERE SHALL
BE AT
LEAST 4 HOLD-DOWN ATTACHMENTS FOR EACH SOLAR COLLECTOR ON A ROOF. TYP. MOUNTING DETAIL Sr EI.
1?.1'P
Rack'Mount 'Fludh,MountStandard
Mount system.YstQm System Ego MOUNTING
BRACKETS Sf11E.1 .
318'-
16 FINISHED
HEX NUT
1'X 1'A 0072'
ALUMINUM SQUARETUBE TILT KIT - DECK
ANCHORwNC.
Nu HINGE MOUNT CLIP
1/4%
20 X
10
HEX CAPSCREW 3/W-16 X
4' HEX
3/8--16 X 1-314'
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Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL OETWIL
DAVID JOHNSON. CITA, ASA
PMWERTY
APPkAISER
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VALUE SUMMARY
2011 2010
VALUES Working Certified
GENERAL Value Method Cost/Market CostlMarket
Parcel Id: 11-20-30-516-0D00-0470 Number of Buildings 1 1
Owner. CROCK NICOLLE Depreciated Bldg Value 66,613 73.079
Mailing Address: 120 EDGEWATER CIR Depreciated EXFT Value 0 0
Land Value (Market) s15'060 18,000City,Stato,Z[pCode:--SANFORD FL 32773
Property Address: 120 EDGEWATER CIR SANFORD 32771 Land Value Ag 0 0
Subdivision Name: HIDDEN LAKE PH 3 UNIT 6 JustlMarket Value 81,613 91,079
Tax District: Sl-SANFORD Portablity Adl 0 0
Exemptions: Save Our Homes Adj 0 0
Dor. 01-SINGLE FAMILY
Amendment 1 AdJ 0 0
Assessed Value (SOH) 81,613 91.079
Tax Estimator
2011 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 81.613 0 81, ' 613
Amendment I adjustment Is not applicable to school assessment) Schools 81,613 0 81,613
City Sanford 81,613 0 81,613
SJWM(SaInt Johns Water Management) 81,613 0 81.613
County Bonds l $81,6131 81.613
The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates.
SALES
Deed Date Book Page Amount Vaclimp Qualified
SPECIAL WARRANTY DEED 04/2010 07399 1632 $73,9D0 Improved No
CERTIFICATE OF TITLE 03/2010 07344 1893 $100 Improved No
WARRANTY DEED 05/2006 06278 1660 $210,000 Improved Yes 2010 VALUE SUMMARY
WARRANTY DEED 11/2004 05540 1423 $120,000 Improved Yes 2010 Tax Bill Amount: $1,829
SPECIAL WARRANTY DEED 03/2001 04038 0938 $102,000 Improved No 2010 Certified Taxable Value and Taxes
CERTIFICATE OF TITLE 05/2000 03850 1637 $100 Improved No DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
PROBATE RECORDS 0511999 03657 0053 $100 Improved No
WARRANTY DEED 07/1990 02209 0953 $85.300 Improved Yes
WARRANTY DEED 0211989 02047 1718 $95,200 Vacant No
SPECIAL WARRANTY DEED 08/1988 01986 1132 $2,000,000 Vacant No
Findjq2q22arEaWbIe Sales within this Subdivision
LAND LEGAL DESCRIPTION
Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick....'-'4
LOT 0 0 1.000 15,000.00 $15,000 LEG LOT 47 HIDDEN LAKE PH 3 UNIT 6 PB 38 PGS 77 & 78
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Bass SF Gross SF Living SF Ext Wall Bid Value Est. Cost
New
Building 1 SINGLE FAMILY 1989 6 1,272 1,692 1,272 SIDING AVG $66,613 $72,801
Sketch
Appendage I Sqft SCREEN PORCH FINISHED 1144
Appendage I Sqft OPEN PORCH FINISHED 112
Appendage I Sqft GARAGE FINISHED 1264
NOTE: Appendage Codes Included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished Base
Semi Finshed
Permits
NOTE: Assessed values shown are NOTcertified values and therefore are subject to change before being finalized forad valorem tax purposes.
Ifyourecently purchased a homesteaded property your next year'sproperty tax will be based on Just/Market value. http://
www.sepafl.org/web/re—web.seminole—county_title?parcel=l 1203051600000470&c... 7/20/2011