316 McKay Blvd; 6-3439; WATERHEAT CHANGEOUTC 2 9 201a CITY OF SANFORD
1
BUILDING & FIRE PREVENTION
D PERMIT APPLICATION
r_ u
Application No: 1 lf/ 1 ?jcl
v4
Documented Construction Value: $
Job Addre Historic District: Yes No
Parcel ID: ,' I -I L-,f) \ - SCD1 = Com -- 1 `3 Residential Z Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work:
Plan Review Contact Person: I
Phone: 2 Fax: Email:
Title:
Property Owner Information •
Name Phone:
Street: L s Resident of property?
City, State Zip: L.
Contractor Information
Name ' I l' -rl U, f hone: LAC)%-63t'-,;- 0-7-%5
Street:'f 1 • Fax:
City, State Zip: FL , 2, 0 State License No.: Q'
r
1 90 Lo
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
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.
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.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51' Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application 'r ,
23 • O O
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 requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
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.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Signature o ontractor/Agent Date
Contractor/Agent's Name
IZ- Z1•1,
S nature of o l':, 1L of Flor' N pI„IgHNlt a
l J/ MY C MINION 4 FF 955284
EXPIRES; Mmh P§, 2020
Bonded Tlau NMI Public Uftdifivtii,
Contractor/Agent is Personally Known to Me or
Produced ID L- Type of ID FJP L_
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof
Construction Type: Occupancy Use: Flood Zone: -
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps,
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: '
Revised: June 30, 2015 Permit Application
REQUIRED INSPECTION SEQUENCE
BP# I h - 2,47> ? Address: 7 4L 644
BUILDING PERMIT
Min Max ins action ][Descri tion
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof`
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
ELECTR1CAL PERMIT
Min Max Ind ection Description
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
l ea , W" ..
Min Max Inspection IlDtescri tion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
MECHANICAL PERMIT
Minn I Max I Inspection Description
Mechanical Roug
Mechanical Final
f Min I Max I In s Dectionn J<DescriiDtionn
Gas Unde
Gas Roug
Gas Final
REVISED: June 2014
1212.0/2016 SCPA Parcel View: 31-19-31-527-0000-1030
Rmagdy_Retard Card
Parcel: 31-19-31-527-0000-1030
Owner: MARTIN PAULA
Property Address: 316 MCKAY BLVD SANFORD, FL 32771
Value Summary
Parcel 31-19-31-527-0000-1030 j 2017 Working 2016 Certified
Values Values
Owner MARTIN PAULA
Valuation Method Cost/Market Cost/Market
Property Address 316 MCKAY BLVD SANFORD, FL 32771
Number of Buildings 1
Mailing 316 MCKAY BLVD SANFORD, FL 32771
Depreciated Bldg Value 120519 115,301 Subdivision
Name CEDAR HILL REPLAY Depreciated
EXFTValue 1,350 1,400 Tax
District S1 SANFORD Land
Value (Market) 23,000 23,000 DORUse
Code 01-SINGLE FAMILY Land Value
Ag Exemptions 00-
HOMESTEAD(2007) iust/MarketValu 144869 139,701 N 40
0Seminole
County
GIS Portability Adj
Save Our
Homes Adj $45,619 41,141 Amendment 1
Adj P&G
Adj $0 0 Assessed Value $
99,250 98,560 Tax Amount
without SOH: 1,987.04 20161bx Bill
Arriount 1,162.33 Fax Estimator
Save Our
Homes Savings: 824.71 Does NOT
INCLUDE Non Ad Valorem Assessments Taxing Authority
Assessment Value Exempt Values Taxable Value City Sanford
99,250 50,000 49,250 SJWM(Saint
Johns Water Management) 99,250 50,000 49,250 County Bonds
99,250 50,000 49,250 County General
Fund 99,250 50,000 49,250 Schools 99,
250 25,000 74,250 Sales Ill ...
Description
Date
Book Page Amount I Qualified
Vac/
Imp WARRANTY DEED
8/1/2006 06385 1145 265,000 Yes Improved SPECIAL WARRANTY
DEED 7/1/2004 05386 0989 136,800 Yes Improved CORRECTIVE DEED
7/1/2004 05395 1084 100 No Vacant WARRANTYDEED 10/
1/2003 I..... .................... 05142
1238
540,000 No Vacant Find Land
Method
Frontage
Depth Units Units Price Land Value LOT 23,
000.00 23000 Building Information Is
BedlBath co.
jnt incorrec4? Click Here. I Year Built
http://parceldetaii.scpafl.
org/ParcelDetaillnfo.aspx?PID=31193152700001030 1/2
12/20/2016 SCPA Parcel View: 31-19-31-527-0000-1030
Description Actual/Effective Fixtures :Bed ;Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages
E. ...
1 SINGLE 2004 9 3 2.5 1,120 2,659 2,215 CB/STUCCO $120,519 ' $126,529 Description : /
FAMILY _ FINISH
OPEN
PORCH 24.00
FINISHED
GARAGE
420.00
FINISHED
Permits
http://parceldetaii.scpafl.org/ParcelDetailinfo.aspx?PID=31193152700001030 2/2
ALTAMONTE SPRINGS
1000 Sunshine Lane
Altamonte Springs, FL 32714
1-800-382-7638
Orange, Osceola, Seminole,
Lake, Sumter, Highlands,
Volusia, Flagler &
Surrounding Counties
TAMPA
2260 Massaro Blvd.
Tampa, FL 33619
813-664-0009
Hillsbourgh, Pasco, Pinellas,
Polk, Alachua, Marion,
Sarasota, Manatee &
Surrounding Counties
Date: Z&-/t/&
City or County:
Permit#
Site Address: I
TALLAHASSEE
2912 Crescent Dr.
Suite 6
Tallahassee, FL 32301
1-800-382-7638
Leon, Wakulla
Surrounding Counties
By Discovery Marketing & Distributing Inc.
6505 Edgewater Dr. • Orlando, FL 32810
407-523-0775 • FAX 407-294-2852
www.myfewa.com
inFud '
Power of Attorney
Contractor:
License:
Phone#
As contractor for the above referenced permit, I hereby authorize
to sign d0 ments relate to the above mentioned address.
r
Signature of License Holder
State of Florida
MELBOURNE
1420 S. Wickham Rd.
Melbourne, FL 32904
1-800-382-7638
Brevard, Saint Lucie, Martin,
Indian River, Palm Beach
Surrounding Counties
Orange County
The Foregoing instrument was acknowledged before me this day of
20 _&
by7is
is Hanmer.
Who is personally known to me or has produced
as identification.
Notary Signature
GREEN
S19LUTIONS CA'c
6M j 1
otj
Notary public Stale of Florldo
Deborah Willie
My Commission FF 234691
Expires0011312010
RECORD COPY
FLORIDA SOLAR ENERGY CENTER
Approved Solar Energy System
Approval Date: FEB 2010
FSEC # 500170B
DISTRIBUTOR SYSTEM
Solene Solene/Aurora 40DC
950 Sunshine Lane
Altamonte Springs, Florida 32714
This system was evaluated by the Florida Solar Energy Center (FSEC) in accordance with the Florida
Standards Program for Solar Domestic Water and Pool Heating Systems (FSEC Standard 104-05) and was
found to meet the minimum standards established by FSEC.
North Central South
The calculated Florida Energy Factors for this system are: 3.2 3.5 3.510
evi otic
DESCRIPTION
AN,cO O
Collector Manufacturer Model Number Units Total Ratin Btu
1. Solene Solene/Aurora SLAR-40 1 37,900 OgRTtnE
2.
3.
16-3439
4.
Tank Manufacturer Model Number Capacity (gal) Type: Direct
1. Lochinvar FTA-082K 80
2. Rheem 81RV80-1 80
3. AO Smith Sun 80 80
4. Any Equivalent UL listed Tank 80
Pump Manufacturer Model Number Power Draw (Watts) Rated Power
1. TACO 006BC4 75 1/40 H.P.
2. March 809-BR 30 1/100 H.P.
3. Grundfos UP1518 85 1/25 H.P.
4. Wilo Star 8 50 1/25 H.P.
Controller Manufacturer Model Number Type: Differential controller
1. Goldline GL-30
2. Goldline GL-30LCO
SANFORD BUILDING DIVISION
3. sTECA TRo3o1u
A PERMIT U TO BE A
Freeze Protection i it f:Ngr- TO PRO(IFFD WITH THE WORK AND NOT AS
l . Freeze prevention valve
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
2. Manual drain down CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
FROM FTER
Other Major Components
1 Ht t3 CIE uiN OrnwAt
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
1 REVIEWED FOR CODE COMPLIANCE
2.
PLANS EXAMINER
DATE
3' 2 +t('3 r 'I i i2 I a ti IGi i? • I -A,011 •&3Ii-li?k0• <uww fsec.4Aaf edit
TUN r -9T 1' SYSTE,"d Or FLOfatjt , • ! 3 EC."AL 1,10,liWK, OF THE U,14N:t'N9 OF CE-41".. Fi,CWIA,.
ro
FSEC # S00170B
Approved Solar Energy System
Approval Date: FEB 2010
ihri1 €i CA:R ° 1 —W O' T?z A ra iISIM rr, 7 • rtf ITY _eCI-N 'A
7 • 7
wa. r r.t Lk -OP Cr tr c s.
Solaralde " Storage Tank arui Electric Storage Water Heaters-fCu' Solar Applications
Available in 80 and 120 Galion Side Connect and Top Connect Models
6-Year United Tank and Parts Warranty'
T
A
L
L
SiVR120-T
T
A
L
L
o Brass drain valve
Choice of tm models... storage tank or
single element water heater, both specially
equipped for installation with residential
direct solar systems
Patented R-Foam insulation process
Special threaded stud located near the
outlet for attachment of tank sensors
Temperature and pressure relief valve
included
Collector feed and return fittings located at
front of tank for convenient installation
Isolated tahk-design for better heat
retention
Nigh efficiency heating element
Rho ase tank lining resists corrosion
and prolongs tank life
AB units fun fished standaW M v01t AC.
Nits are shipped with a 46W want
element If h*A" elements of dtfter-
ent wattages than those shown am
demanded by zone be**So ants,
they must be spec0cally requested.
Sofa wde nadels meet all ament
mWiremenis for solar storage tanks.
The tanks we Rheernglas fined and are
signed to operate up to 150 Psi.
These units are designed to
meet or erased ANSI
American Naffonal standards
InstA to) requirements and
have been tested samnfalg to
D.O.E. W procedures and
net or exceed the energy effi-
cie+ocy re-gtementsMyof
pN,MAyE C A. ASHRAE standard 90. BOCA
Code and all state energy eff-
ciency perforttmm cnteria for
energy consurturrg appliances.
Before purdnasing Grin
aWiance. read it
energy cost and efficiency
infwmatiar avail" from
your retaffw.
62
Trtasur G
v if n4i
SIDE CONWCT
o Cold water inlet brings cold water to tank
bottom to prevent mixing with heated
water
Anode rod equalizes acIcIressive water
action for prolonged tank fife
Cold water inlet, hot water outlet, relief
valve and anode rod at top of tank for
easy access and. fast, economical
installation
Automatic temperature control
Over temperature protector
See Residential Warranty Information Brochure for
comptete warranty information.
En-facbc and Anratal Oparmkg
Costibasnlon0.0.r trnacdF.gyy
ext to q.E natimat V rage ssuueetf rate 3 p
24112 192 R-IT3
28-19 336 R-16.7
24-12 192 R-17.3
28-1/4 336 R 16.7
TOP CONNECT
A special threaded stud also
w b Owank behind ate
towar wvby openttng. Low voltage
sensor wire is nue f - L this point
Inside Sae i aid out the top
for easy conIM connection.
F
tea;
wsr®ccaaesna+reratp
TOP CONNECT
Rheem water Heaters • 101 Belt Road, Montgomery, Alabama 36117
PRINTED IN U.S.A 09r02 WP FORM No. 101-1 Rev. 11
5$eca T.R .03.01
Digital accuracy F a
reratttres'at up to three locationsLSDprowldesreaFtltrxeopecrn _ :
x
Ari`imate: represiitation: nfipai"bn
Soph"istl11teisnorttormg: nd fa 41.1ltagnostics
Fused:output:Bpi-otec ionfti:.p mp ircuit"
Varistorfiigh:voitage `spike.pptn "
RTD aype '10.00 Q sensors "
Adjustable - igh lir .it temiperatc>t a ofrsforage tank
Evacuated tube & #reeze"recircultai:#urTtionS
Vacation "overheat protection
Accessible side -mounted on; off, auto switch
Three temperature sensor inputs, one 120 VAC output
pump protection activated .when collector reached 266 OF
Display .
Spezialized
forthe USA
Made in Germany "
steca is
mog00t" and IS0140W ,
certified and registered
Steca GmbH
Mammostrasse 1
D-87700 Memmingen
Germany
Tel: +49(0)833185580
Fax.: +49(0)83318SS812
www.stecasolar.com
Steca TR 0301 U
The Steca model TR 0301 U differential temperature control provides
automatic safe and reliable operation of domestic solar water heating
systems. The TR 0301 U output is wired to a pump that circulates the
heat transfer fluid between the solar thermal Collectors TR
storage
tank during the course of the day. This microprocessor-basedsensors o mo-
1 U
nitor
two RTD (resistance temperature detector) type sensors
collector and tank temperatures with digital accuracy. The Lgi- ves
the homeowner a variety of real time information including system temperatures
at up to ree separate locations. The consistent use of simple
pictograms ensu ease of operation and troubleshooting_ in
addition to the prim function of turning the circulating pump on and
off during the day, TR 0301 U provides important diagnostic and safety
functions. For exa pie, the LCD Wograrns will indicate fault con- ditionssuchassensorshortsorpumpfailures. The installation manual also
clearly describes the fault symptoms, possible causes and remedies. The
TR 0301 U features a total of three inputs for recording tempe- rature
and one 120 VAC output for the circulating pump. Varistors protect
the sensor inputs against high voltage spikes. The load side is fuse
protected. The control package includes two RTD type sensors, a seven
foot line cord and a spare fuse. An optional third sensor displays the
upper tank temperature and eliminates the need for an analog thermometer
and fittings. The
numerous additional features of the TR 0301 U include an adju- stable
high limit (32° F - 2050 F), an evacuated tube collector function. vacation
overheat protection to minimize collector stagnation, and a freeze -
recirculation option. Temperatures can be displayed in either Fahrenheit
ff) or Celsius (*Q. operating
voltage 120 VAC. 60 Hz ' optional
240 VAC. 60 Hzl Self
consumption 5 0.001 HP 3
inputs for temperature Pt1000 recording
1
output Switch relay, Switching performance max.
0.5 HP (120 V--); 1 '
HP (240 V—) Fuse
protected fuse: Utteifuse 215.004 We
c 7 ; 18 Am raW at 2211 Display
Animated.LCD2-colorbackgrourid Protection class
iP 20/DIN 40050 Permitted ambient
temperature 32 to +113 °F (0 to +45 *Q installation Wall -
mounted with screws Weight , 19.
54 oz 0.55 j indude cable Case Recyclable
3- iece plastic case Dimensions 6.
3"(W) x 6.18"(H) x 1.85"(0) 160 L
x 157 8 x 47 H mm) Temperature sensors
2x Pt1000 Collector 'sensor: 59 inch (
1.5 m) silicone cable with bushing Measuring range
up to +3561(+ 180 °Q) Storage tank
sensor. 11.8
inch (03 m) twisted single conductor flat surface sensors
with compression cable lug Measuring range
up to 222 "F (+105'Q) Availabie frism
T'; optional(
2
Pi -.......__._. _ .
Single -
storage
solar system Overvie ."c;
f thc'iie Ace versions:IY Standard; without
connection
cable out temperature
sensor Aput power
connection Our pump
Aput not
occupied sins connection
cable imp socket
Prefabrkate+d;
with mains
connection cable and pump socket Storage tank
sensor Pr1000-Lug
Temperature sensor
inc
Cotiectorsensor, Pt1000-
Probe Sr,•ra
r•,mhH - Mammostrasse 1 - b-87700 Memminoen • Germanv - Fon: +49 (0)8331 8558 0 • Fax: +49 (0)8331 855812 • www.stecasolar.com
U4.LyIiIC.
Wet -Rotor, ln4:1ne Single Stage, Maintenance Free,
C%firculator Pumps
JOB orCUSTOMER:
ENGINEER:
CONTRACTOR
SUBMITTED BY: DATE:
APPROVED BY: DATE:
ORDERNO: DATE:
SPECIFICATION REF:
QUANTITY TAG NO.. MI4DELN0, .: GPM -.: FEET, VOLT PHASE commENTS
Technical Data Mounting Positions
FLOW RANGE: 0 to 17 U.S. GPM
READ RANGE: 0 to 16 Feat
MOTORS. 2 Foie, SNIe Phase
MAXIMUM FLUID TEMPERATURE: 150'F (66*C), Maximum design temperature.
MIN. FLUID TEMPERATURE for UP% 36"F (2"C)
TIMER: 24 hours 3 Positions (OWrtMERJOFF) IS minute interval.
LINE CARD. Six -Foot 18-3 with 5-15P grounded ping.
WAXtMUM WOR1t:MiG PRESSURE: 145 PSI
MINI(NUM REQUIRED INLET PRESSURE: AtISWF (WC). 3.0 Ft. (0.9m) 1.3 PSI. t o
1i7
Opdonai
DO NOT
Mvwkwmr e
47YgNC9lPasiaOa
FOR INDOOR USE ONLY
Dimensions, and Weights
UPi 5-t085 & 8T.
UP15-18B5 & 87. UP15•10SUC5
UPi5-4285&87 U P15-18SU tm15.108UC7
we
s a
Ll
Timor& Ltne Cord
1 4
a3
EifTIIUL P
TIMER & LEE CM MODELS A R C
Shipping
Wt LIs.
UP15-10851LC & TLC 5 631% 5 % 4 3'/2 4 Sweat —11i 6.5
UP15-10871 LC & TLC 631a lisle 5% 3i3he 3114 4 SW" —314 7.2
UP15-18851LC & TLC 5 63/K 5112 3% 3114 4 Sweat — t/2" 6.5
UP15-1887A.0 & TLC 6 3/4 6 s1s 5112 3 t3/w 311, 4 Sweat — 3&" 7.2
UP15-42B511-C & TLC 5 631w 51/2 3112 31/4 4 sweat —Ili" 6.5
UPI5.42B71LC & TLC 6114 6=/a 3'31w 3114 4 Sweat-3/," 72
U015-108UC5/LC &TLC 6112 6314 33hs 3 t/4 4 Sweat 16* 7.7
UP15-108UCTILC & TLC 7?14 6'14 16112 3V4 3114 4 Sweat$4' 85UP15-18SU/LC TLC 548 64110 31ho 3114 4 Union-1'/4" NPSM 5.5
NOTES: AN dimensions are as inches.
0
Performance stainless steel or Bronze Constr bn - Range. Union, or sweat Mwd
i i
8- up'542B5
Note., Peiformance
MENR INK11NE111 MENEM
S L;tu7 o7[c l[o7 t
t
Electrical Data
MODEL VOLTS AMPS WATTS HP CAPACITOR MODEL VOLTS, AMPS'. ' WATTS CEP CAPACITOR
UP15-1085 & B7 115 55 60 Va 81AF/180V UP154285 115 74 85 hs 10 F/180V
UP15-18SU & 65 115 74 85 I& 1OKF/180V UP15-4287 115 74 85 Va 10yF/i80V
UP15.1867 ' 115 74 85 a 1010180V UP15-108UC5/7 115 0.55 60 1/25 8µF/180V
Materials of Construction
oFscRrPTlrn1 MATEFUL t» 11oN MA717$AL
Inlet Cone, Searing Plate. Bearing Retainers. Potor
Can. Rotor Cladding, Shaft Retainer.
Pump Housing (Volute) on
UP15-16SU1SF
304 Stainless Steel ORbV d Gaskets EP (Eftlerte Propylene
Rubber
Pt=V Housing (Volute) for UPI 5.1085 & 87.
UP15.1885 & $7. UPIS-4285 & 87.
t3P15•lOSUC5&87
silicone Sronze C875
Vokte Reiner(SU Mo") & StaW Housing Akonk% m k PES Corposko (30%
Glass Filed) Shag. Upper & tower Radlial Bearings AkrrninuunOwdeCentmic
TwustBearing MotsttmprognatedCarbon TermkmlSox Noryl®
Grundfos Pumps Corporation • 17100 W_ IMth Terrace • Olathe KS 66061
Phony 913227.3400 • Fax. 913227,3500
Cmsada: Oakville. Ontario • Mex&a. Apodaca. Nk
V/stowwebsft atwww4runCfosx"
SOLARAURORASolarCollectorsbySoleneTA
t t'SOLENEIA
TECH NOLOGICALLY
ENGINEERING FOR MAXIMUM PERFORMANCE
AURORA Solar Collectors are the most technologically advanced collectors on the market today. AURORA features
the highest quality materials & state-of-the-art engineering to provide maximum efficiency & durability you can
depend on for years to come.
AURORA collectors
and reliable in any
important compon+
producing depend(
weather conditions
H
0
1. Absorber Plate
Utilizing a state-of-the-art sonic weld,
copper fins and risers provide superior
thermal connectivity between the fins and
risers. Revolutionary coating is black
chrome on nickel, producing a premium
selective surface with maximum efficiency
for solar energy use. Easy absorber
replacement if needed.
Absorbability = 0.95
Emissivity = 0.12
2. Tubing Grid
3/8" copper risers are brazed to I" copper
mainfolds for optimal flow distribution.
3. Piping Connection
1 " Type M copper header.
0
4. Aluminum Foil
Attached to the insulation, acts as a barrier
against out-gasing.
5. Solar Glass Glazing
A single pane of 1/8" thick solar gloss is
patterned to reduce reflection and tempered
to maximize strength and durability.
Iron oxide content:
0.03%
Solar transmittance: 91 %
b. Back date
High -Density Polyethylene Backing:
Reduces torque in the frame, is lightweight
and eliminates the possibility of any
electrolysis issues for maximum benefit.
7. Insulation
1-3/16" polyisocyanu rate foam cast under
The best investment under the sun!
SOLAR'HOT WATER SYSTEMS
and around the side of the absorber plate,
retains the heat of the water in the collector. .
DFC-free P.U. meetsU.S. and European standards.
A 3/4" layer of mineral wool protects
the polyurethane and , provides additional
collector insulation. 8.
Casing All
aluminum extrusion casings create a sleek
fromewall. Unique extruded profile allows
easy anchoring to the roof (shingle, tile,
tar) or collector stands. Reinforced corner
assemblies to increase rigidity. 4.
Gaskets All-
around EPDM gasket. Highly resistant to temperature
differences and UV radiation. Absorbs
the differential expansion of frame and
glazing.
o OEM KIMP1111127.1,
AURORA Solar Collectors by SoleneTm
SPECIFICATIONS AND EFFICIENCIES
General Specifications
Models
Aj
SOLAR COLLECTORS BY SOLENVA
Gross Area (sq. ft.) 31.78 40.38
Net Aperture Area (sq. ft.) 30.53 37.44
Ratio Net/Gross Area 0.95 0.95
Length (in.) 96.48" 117.96"
Width (in.) 47.4" 47.4"
Thickness (in.) 3.96" 3.96"
Weight (lbs.) 105.8 132.2
Fluid Capacity (gal.) 1.05 1.2
Recommended Flow Rate 0.6 0.7
Test Pressure (psi) 300 300
Operating Pressure (psi) 145 145
Efficiency Ratings
Clear Day Mildly Cloudy Cloudy Day Clear Day Mildly Cloudy Cloudy Day
A (-9- F) 46.1 34.8 23.7 56.5 42.7 29.0
B (9- F) 41.3 30.1 18.9 50.7 36.9 23.2
C (360 F) 34.5 23.5 12.6 42.4 28.8 15.4.
D (900 F 22.4 12.4 3.3 27.6 15.3 4.1
E (144- F) 12.0 4.1 0.0 14.9 5.1 0.0
Efficiency Equation (NOTE: Based on gross area and (P)=TiTaj) Efficiency Equation {NOTE: Based on gross area and (P)=Ti-Tail
S I UNITS: r1=0.7820-4.28290 (P)/I-0.00484 (P)2/1 S 1 UNITS: n=0.7840-4.28050 (P)/I-0.00484 (P)2/1
I P UNITS: r1=0.7820-0.7544 (P)/I-0.0005 (P)2/1 1 P UNITS:,n=0.7840-0.7540 (P)/l-0.0005 (P)2/I
Y INTERCEPT I SLOPE Y INTERCEPT SLOPE
0.8 -4.6 W/m2.° C 0.8 -4.6 W/m2,° C
0.8 -0.8 Btu/hrft2.0 F 0,8 -0.8 Btu/hr.ft2 o F
Ti = Water temperature (T out - T in)/2 F FSEC' SPTo = Ambient temperature F
Solar radiation Stu/hr/ft2 OG-100 Collector Approved.musai+orw.TtxsrsreMsns1=
OG-300 System Approvals
Bolen Corporate Headquarters:
950 Sunshine Lane
Altamonte Springs, FL 32714
Toll Free 1-800-506-1994
Distribution Centers:
Orlando, FL - Philadelphia, PA - Fairfield, CA
t_._ IN, R.
Wind Calculations - SL-3C
175 MPH Ultimate Wind Pressure Calculations for Flush Mount Residential Solene Aurora Collector / Risk
Category II / Exposure C on 2/12 to 6/12 Pitch Roof Slope
Wind Velocity Pressure Calculation per ASCE 7-10 Components and Cladding Part 2 Method 1
Pnet = Pnet30*Kzt*A
Ultimate Wind Speed - V 1, (MPH) =
Nominal Wind Speed - Va,d = V x 4[0.6] (MPH)
Wind Exposure
Risk Category
Topographic Factor - K, =
Adjustment Factor for Building Height = 30 ft and Exposure C - A =
175
136
1
1.4
Total Wind Area of Collector - Ar
Length of Collector (ft) =
Width of Collector (ft) =
Total Wind Area of Collector (sf) =
Quantity of Connection Points per Collector =
Effective Wind Area (sf)
10
4
40
4
70
Tabulated and Calculated Wind Pressure - Positive Pressures based on Nominal Wind Speed
Pnet30 - Wind Zone 1 (psf)@ EXPOSURE C =
Pnet30 - Wind Zone 2 (psf)@ EXPOSURE C =
Pnet30 - Wind Zone 3 (psf)@ EXPOSURE C** =
Wind Pressure for Wind Zone 1 - Pnet (psf)@ EXPOSURE C =
Wind Pressure for Wind Zone 2 - Pnet (psf)@ EXPOSURE C =
Wind Pressure for Wind Zone 3 - Fret (psf)@ EXPOSURE C** =
19.2
19.2
19.2
26.88
26.88
26.88
Tabulated and Calculated Wind Pressure - Negative Pressures based on Nominal Wind Speed - Controls
Pnet30 - Wind Zone 1 (psf)@ EXPOSURE C =
Pnet30 - Wind Zone 2 (psf)@ EXPOSURE C =
Pnet30 - Wind Zone 3 (psf)@ EXPOSURE C** _
Wind Pressure for Wind Zone 1 - Fret (psf)@ EXPOSURE C
Wind Pressure for Wind Zone 2 - Pnet (psf)@ EXPOSURE C
Wind Pressure for Wind Zone 3 - Fret (psf)@EXPOSURE C**
30.5
53.1
78.5
42.70
Installation of collectors in specified wind zone is not recommended, and requires site specific structural engineers approval.
Note: Plus and minus signs signify pressures acting toward and away from surfaces, respectively.
Uplift Force on Collector Connection
F_n-im = [(Uplift -Collector Weight)/(Quantity of Connection Points)]*Effective Area -Neglect Collector Weight
Total Wind Area (sf) = 40
Quantity of Connection Points per Collector = 4
Uplift Force per Collector Connection (Ibs connection) _ 743 w„,
Required Lag Bolt Size and Length to Wood Truss
Per Latest Edition ASD NDS for Wood Construction
W' = W*(Cd)*(CJ*(CJ
Southern Pine Wood Truss Specific Gravity - G =
Withdraw Value for 3/8" Lag Bolt (lbs/in) and specified Specific =
Gravity
Embedment Depth (in) —
Embedment Withdraw Design Value - W (Ibs) —
Load Duration Factor (Cd) for Wind Load (Ten Minute Intervals) —
Wet Service Factor (Cm) in areas > 19% moisture content in-service _
conditions
Temperature Factor (Cr) in areas with experience sustained exposured _
to elevated Temperatures 125 °F < T < 150 °F
Adjusted Embedment Withdraw Design Value - W' (Ibs) =
0.55
352
3
1056
1.6
0.7
0.7
827.9
Acceptable Design Value Check
A.
s
Note: These calculations are applicable for the generic drawings labeled as SL-3C. Threaded embedment depth calculated N
r r ?ttaboveexcludesanyroofdecking.
r
Jeffrey A. Torres, PE ; E OF z• •t `
c97 \ FL PE #80379, FL Record #29127
j ij®N
1f! 1111,10,
NOV 17 2016
SOLENE COLLECTOR GENERAL NOTES:
1. APPLICABLE CODE: 2014 FLORIDA BUILDING CODE (5TH EDITION) & ASCE-7-10 MINIMUM
DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES.
2. BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2014 FLORIDA BUILDING CODE
5TH EDITION) REQUIREMENTS. ALL BOLT CAPACITIES ARE BASED ON A SOUTHERN YELLOW PINE
SYP) RESIDENTIAL WOOD ROOF TRUSS AS EMBEDMENT MATERIAL.
3. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIDENTIAL ROOFS,
CONSIDERING FROM A 7° TO A MAXIMUM 27 ° (2/12 TO A MAXIMUM 6/12 PITCH) ROOF IN SCHEDULE.
BUILDING NOT TO EXCEED 30'-0" ROOF HEIGHT. CONTRACTOR RESPONSIBLE TO VERIFY ROOF SLOPE.
4.EACH BRACKET SHALL BE FASTENED TO THE COLLECTOR WITH (1) ST STEEL CARRIAGE BOLT PER
CONNECTION. EACH BRACKET SHALL BE FASTENED TO ROOF TRUSS WITH (1) e° DIA. A276 STAINLESS STEEL
LAG BOLT. SEE SCHEDULE FOR LAG BOLT DESIGN EMBEDMENT.
5. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511, AND IS THE RESPONSIBILITY
OF THE CONTRACTOR TO PILOT FILL ALL HOLES.
6. THIS SHEET REFLECTS STRUCTURAL CONNECTIONS ONLY. REFER TO SOLENE INSTALLATION
MANUAL FOR ALL ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SOLAR SPECS.
7. ALL LAG BOLTS THIS SHEET SHALL BE A276 STAINLESS STEEL UNLESS OTHERWISE SPECIFIED.
8. SOLENE COLLECTOR(S) THIS SHEET SHALL BE ALL SOLENE AURORA AND SLSG (SPLIT GLASS) COLLECTORS.
9. PVC PIPE RISER/SPACER IS REQUIRED FOR PIPE CLAMPS WHERE PIPE ELEVATION VARIES.
10, CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2014
FLORIDA BUILDING CODE (5TH EDITION) OR LOCAL GOVERNING CODE.
ULTIMATE Vaw WIND w WIND Via WIND QUANTITY OF EMBED. COLLECTOR
WIND SPEED PRESSURES PRESSURES PRESSURES BOLTS - BRACKETS DEPTH
LAYOUT
Va (MPH) ZONE 1 (PSF) ZONE 2 (PSF) ZONE 3* (PSF) PER COLLECTOR REQ.
110-140 17.5 , -27.9 17.5 , -48.6 17.5 , -71.8* 4) 8' DIA. - (4) BRCK. 2" ** PORT., LAND.
141-175 1 26.8 , -42.7 26.8 , -74.3 1 26.8 , -109.9 4) a' DIA. - (4) BRCK. 1 3" ** PORT., LAND.
PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM SURFACES,
RESPECTIVELY.
SCHEDULE REFLECTS COMPONENTS AND CLADDING (C&C) NOMINAL WIND SPEED PRESSURES
WITH EXPOSURE "C", RISK CATEGORY II, ENCLOSED BUILDING AND h < 60,4, PER ASCE 7-10
MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" AND 2014 F.R.C.
MINIMUM Vaza WIND PRESSURE SHALL BE 16.0 PSF AND -16.0 PSF PER ASCE 7-10 SECTION 30.2.2.
EFFECTIVE DESIGN WIND AREA IS 10 SF PER COLLECTOR.
LAG BOLT DEPTH REQUIRED IN WOOD MEMBER EXCLUDING ANY ROOF DECKING.
INSTALLATION OF COLLECTORS MUST BE IN WIND ZONE 1 AND 2. WIND ZONE 3 INSTALLATION
REQUIRES SITE SPECIFIC STRUCTURAL ENGINEER'S APPROVAL.
0
V
TYPICAL COLLECTOR PITCHED ROOF LAYOUT
WIND ZONES - SCHEDULE - PLAN
I/
SCALE: NONE
NOTE: FOR TILE ROOFS, SOLENE MOUNTING BRACKET WITH LIFT KIT ASSEMBLY SHALL BE USED. ROOF DECKING
NOT SHOWN FOR CLARITY, REFER TO SCHEDULE FOR REQUIRED COLLECTOR LAYOUT FOR EACH WIND SPEED.
T'
i.
III
III
51^a la a
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w
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u
PORTRAIT ORIENTATION
SOLENE ALUM. MOUNTING BRCK. TYP
d DI fG CFF rrHFfll II F THTC CHFFT
2*
I
I
I
I
Ia:
I
I
IQ:
I
I
I1:
I
I
Ia:
IN IN
F_
IN
J I F—
IN
J F—
IN
J F—
a ad a a a
rz W,.. rzcn
W,
rzcn
w•.
rzcn
W.-i
z n
W,v
in 0 in 0 LLu0 LLcn0 w0
w.O w 0 w•0 w•0 w•0
TYPICAL COLLECTOR ORIENTATIONS
SCALE: a"=1'-0"
ROOF SHINGLES TYP.
SOLENE ALUMINUM MOUNTING
BRACKET.
SOLENE —
COLLECTOR
TYP. -
2 S.Y.P. WOOD
ROOF TRUSS
BEYOND
DIA. ST STL LAG BOLT TYP. SEE SCH FOR
EMBED DEPTH REQ TYP.
WOOD SHEATHING TYP.
REFER TO SCHEDULE THIS SHEET FOR REQUIRED
EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL
TYPICAL ASPHALTLMETAL
SHINGLE CONNECCTTION DETAIL 3
SCALE: 1 2''=V-0" SL-3
LANDSCAPE ORIENTATION
ROOF SHINGLES TYP.
SOLENE ALUMINUM MOUNTING
BRACKET.
SOLENE oO °^
TYP.
0.
SOLENE ALUMINUM
FRAME SECTION TYP.
16 STAINLESS STEEL 0
CARRIAGE BOLT
TYP. PER MOUNT
BRACKET
SOLENE ALUMINUM
FLUSH MOUNT BRACKET SLOTTED HOLE
TYP. IN FRAME TYP.
TYPICAL CARRIAGE BOLT - FLUSH
MOUNT BRACKET CONNECTION DETAIL
SCALE: 1 g"=V-0"
REFER TO SCHEDULE THIS SHEET FOR REQUIRED EMBEDMENT DEPTH
LABELED "X" IN THIS DETAIL
CUT OUT OR REMOVE TILE TO INSTALL "LIFT KIT" ASSEMBLY, RE -INSTALL,
RE -FILL AND RE -SEAL TILES AFFECTED WITH APPROVED ROOF MAT.
SOLENE COLLECTOR TYP.
SOLENE ALUMINUM MOUNTING' - BRACKET. ;
DIA. ST STL LAG BOLT TYP.
SEE SCH FOR EMBED DEPTH
REQ TYP.
SOLENE 3X3X$ - 4" ALUM.-
6063T6 W/ 1" DIA. X 16"
INSERT "LIFT KIT"
ASSEMBLY TYP.
FLAT OR
BARREL
JOOD TILE TYP
SHEATHING TYP.
2 S.Y.P. WOOD ROOF
TRUSS TYP.
TYPICAL FLAT TILE - BARREL
TILE ROOF CONNECTION DETAIL 6
SCALE: 1 Z'=1' o" SL-3
SOLENE ALUMINUM —
MOUNTING BRACKET.
QJ" #2 S.Y.P. WOOD
ROOF TRUSS TYP.
2X PT S.Y.P. WOOD OR
WOOD SHEATHING
ALUMINUM UNISTRUT
3
TY
CONT. ALONG PANEL
a DIA. ST STL ALL-THRD ROD WITH NUT -
WASHERS MAX. 3'-0" O.C.-LOCTITE ALL NUTS
TYP. ALL CONNECTIONS
TYPICAL LIMITED SPACE OPTION
CONNECTION DETAIL
SCALE: 1;"=1'-0"
ROOF SHINGLES TYP.
WOOD SHEATHING TYP.
SOLENE COLLECTOR
TYR o
2 S.Y.P. WOOD ROOF
TRUSS BEYOND
Ll /A, S.Y.P. (2) 2X4 LOCATE BETWEEN
4 TRUSSES WITH 4-16D NAIL PATTERN
AT EACH END TO WOOD TRUSS TYP.
i 8" DIA. ST STL LAG BOLT TYP. SEE SCH FOR\
EMBED DEPTH REQ TYP.
REFER TO SCHEDULE THIS SHEET FOR REQUIRED
EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL
TYPICAL WOOD SPANNER OPTION
FOR UNALIGNED TRUSS - BRACKET =
CONNECTION DETAIL
SCALE: 1 "= V-0" C I _14
m
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DATE 1 1-28-16
DRAWN BY: ]AT
CHKD BY: ]AT
RFC. N0. # 29127
SCALE I AS NOTED
DRAWING #
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