HomeMy WebLinkAboutSOLAR POOL HEATER PAPERWORK9
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SOLAR POOL
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SCOPE OF WORK: Solar Pool Panel Improvement/Retrofit; using Solar Hydronics manufactured pool panels
under the following trade names: Hi-Tec, iSwim, Nuvis, and SwimMaster.
The scope of work is to verify that the solar pool heating system(s) specified in this document, meets the
requirements set forth in the Florida Building Code 61h Ed. (2017) Residential as well as FSEC 104-10 plus any
other local AHJ requirements.
CONTRACTORINPUT:
Property Address oCDl Rto hI ('o R 'sr G �tSr FL 3Lf 95z
Customer Name: t 1AGC-A7i. •Pr"3(3O cJ S u t
EQUIPMENT USED IN THIS APPLICATION MAY INCLUDE:
Pool panels: iSwim, Hi-Tec, SwimMaster Plus, Nuvis. All polymer in 4x8, 4x10, and 4x12 sizes to fit any roof
Controls by: Hawyard (goldline GL-235) or. Pentair (Solar Control System) or manual
Pumps: May use existing pool circulating pump or substitute a Pentair Intelliflow 2 or a SuperFlow VS
Attachments by: Solar Hydronics. Strapping to be nylon or metal. Strap clips and header clamps are
proprietary from Solar Hydronics
Page
Title
Content
Rev Date
Notes
A-101
Cover page
Site plan, index, notes
00/00
1
A-102
Wind Load Cales
Developed chart for 2017 FBG Table R301.2(2) Roof Pressures
00/00
1
P-101
Plumbing
System schematics
00/00
1
S-101
Strapping locations
Strapping for standard and for HVHZ locations, attachment
00/00
2
Z-101
Cut sheets
Solar Hydronics products (Nuvis)
00/00
2
Z-102
FSEC
Certifications table for Solar Hydronics products
00/00
2
APPLICABLE CODES, STANDARDS and CERTIFICATIONS
2017 (6th edition) Florida Building Code Residential, specifically chapter 23, Solar thermal energy systems
ASCE 7-10 Minimum Design -Loads for Buildings and Other Structures
NSA/ANSI 50 - Equipment for Swimming Pools, Spas, Hot Tubs, and other Recreational Water Facilities
Florida Statute Section 377.705 requiring FSEC or approved certifications
FSEC 104-10 "Florida Standards for Design and Installation of Solar Thermal Systems"
Uniform Swimming Pool, Spa, and Hot Tub Code (USPC)
NOTES:
1. Wind lo; -i1ibas on 2017 FBC Table R 301.2(2) Components & Cladding simplified
method.
2. Wind ford estittia - S are collector, area dependent. The table provided on p2 was developed
using t(Ie smalls rr of "the 4x8 pool panel giving slightly higher pressures for the larger panels.
This complies with FBxCSSto us? th area of 1 module or collector for wind pressure calculations.
3. The design of this insfa)latiop ig,biised on requirements of the 2017 (6th edition) Florida Building
Code (FBO andFeferengjngeq"[iations set forth in 2017 FBC Table R 301.2(2) and testing of
the solar ooi;ecfoCiil accOrdricE with FSEC Standard 102-10. Jan 2010 "Minimum Standards for
Certifying Sol.kzT?efrrlat,xWlectors"
4. The Solar Pool PaneiS installed per these drawings are for the Solar Hydronics products under the
brand names of Hi-Tec, iSwim, Nuvis, and SwimMaster.
HOW TO USE TABLES & FIGURES Page A-102:
ENGINEER:
JOHN ALGER
4105 SAINT JOHN'S PARKWAY
SANFORD, FL 32771
PROVIDER
THE1EVEHEDGE
1473G=Highway
Ode ,n.335
813-00331GG
cerfifirate d
Aumur®Honr.31M
PH 800-929-3919 X1411
jalger@theleveredge.com
State License # 74730
DRAWN BY:
JOHN ALGER, PE
DA 'M4W&46 PM
2-LDR-PP
Rev. 12.15.17
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
1. Determine wind zones on roof from figure. "a" is 4 ft. in all cases.
2. Obtain the wind speed from the local authority having jurisdiction or on the line from ATC wind speed.
3. Note the roof pitch and mean elevation (height) of the roof and round up example, mean roof elevation is 16 ft, use 30 ft.
4. Pick the table that fits the exposure and mean roof height. Example: Category C exposure - site conditions with some flat
areas and 15 ft means the mean roof height is no taller than 15 ft. Mean roof height is the average of the ridge
and eve heights.
5. Locate the column for the wind speed and circle the down force and uplift pressures for a , k 4 , •` \ 5
the three roof pressure zones.
frir_a
6. Select a bolt length and strapping combination that has a psf rating above the psf estimate ! (� " la
of the roof zone for the wind speed, elevation, exposure, and roof pitch 2 y +°f
5. Pool panels must be installed with Solar Hydronics Mounting Hardware with bolts for
Universal Strap Anchors lagged into rafters to achieve the wind load ratings listed.
6. Wet collector load is under 1 psf total for all models.
7. Solar Hydronics Pool collectors are designed to be installed laying on a pitched roof
using a combination of header clamps and strapping. With the strapping, the panel is
allowed to move with wind load thus eliminating the need to consider it as part of the
building envelope.
B. In all cases, the installation contractor must comply with any local AHJ requirements.
SCANNEL,
BY
St. Lucie County
A
B
c
E
F
A-161
A-102
-�-�_lle R301.2(2) interpolated to effective area of lgty 2l] nodule or panel'
;DpowreB, mean roof height 30 It and under, U=.85, Kft I --- -•..-____�._ _.- _
roof
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402
40.2
41.8
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462
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�W, C 32. 30.7 1-3T.5 3&4 435 1 40.2 AM 428 -S2.1
'Pef£b�da 8i3W�r , are?Ja betaken aslMsutfaap ar¢a ofimotlule orpanei ',. j
Tabk_s t�e�bteid ti],m 2in\\7Roe.43 Buldingeotle-flesWVNaI, 6N Fd10an (201])Page 25 as a0owed [are0emve area
Tablevahe}t'av4beM AfjptPtl and reWwlatetl fo ke�daM etpozurfl using adrystrmnt caehltlemsl Table3m2.3
Ta614 vat [%have aheady been multiplied by}bmeonvpttcompanmtand rlatldng pressures t4 AS0�_,`_
Wales grvan in{sFl Pounds persgRpreswt4). Pasimre valves ndlnredownfproe;iregaMevafues indwateu�
45.3
-55.1
�
�
981 1 -59.3
'.,.
A._
Strapping/bolt table to size for PSF pressures
Assuming 1/4 x 4" SS lag bolt or equivalent with 3-1/2"
embedment into Southern Yellow Pine with SG=.5.
Bolt length Strapping Max pressure
4" (3-1/2" thread) Standard 43psf
4" (3-1/2" thread) HVHZ 65psf
PSF values calculated using withdrawal figures from the Amer-
ican Wood Council with a Safety Factor of 1.6. Strapping is
rated to 2000 Ibs tensile and calculates to a pressure limit of 69
psf with standard strapping and 104 psf with HVHZ strapping
using a 1.6 factor. The lag is the limiting factor in the mounting
system.
ENGINEER:
JOHN ALGER
4105 SAINT JOHN'S PARKWAY
SANFORD, FL 32771
PH 800-929-3919 X1411
lalger@thelevemdge.com
State License # 74730
PROVIDER:
THE IEVEREDGE
1423 Gunn Highway
Ode ,R. 33556
813403-5100
0erlffir of
Ilufhorvadon Y.31930
DRAWN BY:
JOHN ALGER, PE
DATE01n2 7&46PM
2-LDR-PP
Rev. 1215.17
t-
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all
sr
Irc 2 Z 11 Tt�
.i�l.$ta`a2s4i@c2cn:$tea�s:
f r
Reprinted from Florida Building Code 6M Ediflon (2017) Rmideldial.
1
It
�' � P,.". T3.
1 - OPTIONAL VACUUM BREAKER LOCATION
OPTIONAL COMPONENTS TO CONVERT FROM MANUAL TO AUTOMATIC OPERATION
S i+bMTmTeilo�wf¢w Tlri
1403 Guvi lr4vay et�enmrwWa.wbMhOw
Odnu, F133550 vARmmmaart+1E a91
61340"10e h"mD�'mG
NOTES:
1 Systems shall comply with all applicable codes and regulations in force at the installation site. Electrical equipment and
systems shall comply with NFPA 0 or CSA C22.1 as applicable.
2 Products and materials used within systems shall be listed by a third -party certification agency as complying with the
referenced standards.
3 Systems shall not diminish the operation or ability of a pool or spa to function safely, as defined by applicable codes and
regulation in force at the installation site and the pool or spa manufacturer's requirements.
4 Systems shall not reduce the flowrate within a pool or spa's recirculation system during any operational condition, to a
level below the turnover rate required by the Authority having jurisdiction.
5 Means shall be provided to prevent the backflow of nonpotable fluids, solids, or gases into the potable water system
through cross -connections or any other piping connections to the system in accordance with local codes. Where no local
codes exist, backflow protection shall be provided in accordance with the International Plumbing Code or the
International Residential Code, as applicable.
6 Components and materials that are exposed to ultraviolet radiation, shall not be adversely by this radiation during the
design life. Components used outdoors shall be listed for use in outdoor locations.
7 System components and materials that are exposed to airborne polutants such as Ozone, Salt Spray, S02, or NOx, shall
not be adversely affected by these pollutants to the extent that their function will be impaired beyond design
specifications during their design life.
8 Assemblies of different materials shall be chemically and mechanically compatible for their intended use and
environment.
9 Materials that come into contact with the pool user shall be finished, so that they do not constitute a cutting, pinching,
puncturing or abrasion hazard under casual contactor intended use.
10 Isolation valves shall be provided with access and installed to allow systems to be isolated from the pool or spa or other
systems.
11 Collector headers and footers are to be sloped to drain. Risers shall be sloped a minimum of 1/4" per ft. towards the feed
line.
12 Components used shall be OEM (original equipment manufactuurer) in order to meet wind load forces and to comply with
published warranty requirements for coverage.
13 Only the top header to be secured to the roof at a center to center no less than 24". Bottom header is not secured to
allow for thermal expansion.
REVIEWED FOR
CODE COMPLIANCE
L1�lZ�
DRAWING TITLE:
POOL PLUMBING DIAGRAM
REVISIONS DPAI « ,
The LeverEdge REV DATE 9y DEscRIPTM m7e W ma
1423 Gunn igghway Certificate of Authorization #: MANDr. —
srxe NTs.
Odessa, FL33556 31930 n,,rRo
813403-5100 P-101
f,
STANDARD
. TOP OF PANEL
TOP HEADERS (TYP)
STRAP SCREWS INTO
ROOF TRUSSES (TYP)
A,
—j
—j
W
W
W
—Z
Z
Z
<
<
<
X:',
Cz)
CV
x
;T
If
HURRICANE ZONE
.PICA'- JNIVEIRSAL SMAPP ANCHOR ATTACHIMFUIT
E
34" minimum edge
distance each side
x
'," do x 4" SS Icg
screw or equivalent
0110wed serer
installation zone
=;j-rT47W4=-
, k*m.bA
The Lomr;090
1423 Gunn Kqhway Certificate of AuthoriuMon
Odosw, FIL 3M6 31930
813-403-6100
REVISIONS
Den+vaaa TMN
My
DATE
UY
DE agpnom
DrAm
I RT�
�MTM
S-101
I
I
1 1//
UNIVERSAL HEADER CLAMP
BOLT MAY BE LAGGED INTO
ROOF DECKING ONLY
HEADERQAT
TECHNICAL INFORMATION
FEATURES & TECHNICAL INFORMATION
'SolarColledtor,Specifications ',,,P,,.art Number=
s:NU=408
"" NU410 ';
NU;412'
Nominal Size (feet)
4 x 8
4 x 10
4 x 12
Width (header length in inches)
47.8
47.8
47.8
Width Installed (includes space betweeb headers in array)
48
48
48
Space between absorbers when installed (inches)
2.9
2.9
2.9
Length (inches)
95.5
119.5
143.5
Header Inside Diameter (inches)
2
2
2
Net Collector Area (square feet)
30.25
37.85
45.45
Net Weight Empty (pounds)
15.30
18.61
21.10
Water Capacity (gallons)
2.72
3.14
3.68
Recommended Water Flow Rate (gallons per min.)
3.2
4.0
4.8
Pressure Loss @ 6 GPM (psi)
<0.5
<0.5
<0.5
Maximum Operating Pressure (psi)
35
35
35
Absorptivity
0.97
0.97
0.97
Emissivity
0.90
0.90
0.90
Heating Capacity, Certified by FSEC (Btu/sq.foot/day)
1000
1000
1000
Heating Capacity, Certified by FSEC (Btu/collector/day)
30,400
38,000
45,600
Nuvis Materials
Nuvis Collector
Propylene copolymer with synergistic
antioxidants and UV screen including
carbon black % I > �.
Strap Bracket? *
Staff l s?; stee((y,Ie 302)
Universa(Mounting Bracket
Pol'ypropV)Eh6 'with" UrVstabilizer
Flexible Coulingor, ,
Le -propylene `didhe-terpolymer
`# of�Collecto' s
VVidthof Arra
5
20'
6
24'
7
28'
8
32'
9
36'
10
40'
11
44'
12
48'
'Allow appropriate, additional space for
piping at ends and for roof obstructions.
Features
Captures the Most Solar Energy
Nuvis pool collectors have been tested by two different
independent laboratories (The Florida Energy Center
and Ortec Laboratories). In each case, Nuvis received
one of the highest test scores for heat collection ever
achieved for polypropylene solar pool collectors.
Most Durable Construction
Our headers are molded directly to the extruded ab-
sorber surface, forming a permanent, leak -free bond.
Nuvis' tube -on -fin absorber expands and contracts with
temperature changes, relieving the stresses that cause
other solar collectors to deteriorate with age.
Proven Materials
Nuvis is made from a special formulation of
polypropylene that has demonstrated high reliability in
solar pool heating applications for over twenty years,
in all climates. Our proprietary formulation attracts the
sun's energy but resists its damaging effects.
Better Flow
Generous, 2" (inside diameter) headersand straight -
through water flow in the absorber reduce pressure
losses, improving water flow. Better flow raises collector
performance and assures maximum pool filtration.
Better Appearance
Our injection molding process smoothly joins the header
and absorber, assuring consistently superior
workmanship. Installed collectors are close -coupled,
minimizing the space between absorbers. The narrrower
gap improves the appearance of the array and fits more
solar into less roof area.
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
ROCC
Stainless Steel Hardware
We designed our SS strap anchors to be strong, protect
each anchor point from the elements and to increase
the overall wind load strength of the Nuvis installation.
2" Inside Diameter
Tube -on -Fin Absorber
with Semi -Selective Surface
Universal Mount
Our exclusive Universal Mount system makes Nuvis's
installation fast, safe, and durable. Built-in sealing
pockets assure sealed anchor points. Flexible
couplings, and our specially designed, interlocking
semi -dovetails allow the collector array to move
horizontally with temperature changes, preventing
buckling and relieving stresses on anchor points.
Nuvis's Universal Mount design spaces the headers
away from the roof, and this protective design feature,
combined with the tube -on -fin contour, prevents
moisture build-up without requiring additional, costly
substrate. 1
nuvis®
Z-101
,a.
The following names are registered trademarks of Solar Hydronics, Inc: Hi-Tec, iSwim,
Nuvis, SunFire, and SwimMaster. All of these products are unglazed polypropylene
collectors, have the same ratings per sq ft of surface area, have the same tube and
header diameters, and perform the same. Only the Nuvis cut sheet was included as a
representative sample. Any cut sheets or FSEC certifications can be downloaded from the
website. All models and trade names, are supplied with large 2" diameter headers to allow for
proper flow rates and low head loss when multiple panels are connected in parallel. The following
is a list of FSEC Certifications of the various models. Key tech data is included for convenience.
Brand
Model
Description
FSEC Cert#
Net Area
Weight
Design
with water
Flowrate
Hi Tec
HT2.0408
4X8 2" Header
Collector
00257C
30.1 sq ft
30.76lbs
3.2 gpm
Hi Tec
HT2.0410
4x10 2"Header
00258C
37.7 sq ft
37.93 lbs
4.0 gpm
Collector
Hi Tec
HT2.0412
4x12 2" Header
00258C
45.3 sq ft
44.99 lbs
4.8 gpm
Collector
iSwim
IS2.0408
4X8 2"Header
00512C
30.3 sq ft
37.96 lbs
3.2 gpm
Collector
iSwim
1S2.0410
4x10 2"Header
00513C
37.9 sq ft
44.77 lbs
4.0 gpm
Collector
iSwim
1S2.0412
4x12 2"Header
00514C
45.5 sq ft
51.75 lbs
4.8 gpm
Collector
Nuvis
IS2.0412
4X8 2"Header
00509C
30.3 sq ft
37.96lbs
3.2 gpm
Collector
Nuvis
NU2.0410
4x10 2"Header
00510C
37.9 sq ft
44.77 lbs
4.0 gpm
Collector
Nuvis
NU2.0412
4x12 2"Header
00511C
45.55q ft
51.751bs
4.8 gpm
Collector
SwimMaster
SM2.0408
4X8 2"Header
97014C
30.25 sq ft
37.96lbs
3.2 gpm
Collector
SwimMaster
SM2.0410
410 2"Header
97015C
37.85 sq ft
44.77 lbs
4.0 gpm
Collector
SwimMaster
5M2.0412
4x12 2"Header
Collector
97016C
45A5 sq ft
51.75 lbs
4.8 gpm
TYPICAL FSEC CERTIFICATION, ALL OTHERS SIMILAR
F,C{F(`/�, CERTIFIED SOIARTHERMAL COLLECTOR
FSEC JJ :1J SUPPLIER
H mH g � COLLECTOR Unglszetl Flat Plate
. Odessa. FL33556USA TYPE:
Odessa. R 3W56 corn US
_ CERTIFICATION p: 00509C
Original Juy01,2011
Certification:
Expiation Data: Juy01,2W1
This solar collector was evacuated by the Florida Solar Energy Center (FSEC) in accordance with prescribed methods and was found to meet me minimum
standards esladished by FSEC. This evaluation was based on solar collector tests performed by an FSEC approved labour ary. The purpose of Me tests is to
verify initial pedomlxnce conditions and quality of construdion any. The resulting ceNfiralion is not a guarantee of long term pedomance or dumbllity.
This collector has been retell for energy output on measured performance and an assumed standard day. Total solar emmgy available for Me standard day is
5045 Waft4cpur/m' (1600 Btuls°) distributed over a 10 hour period.
COLLECTOR THERMAL PERFORMANCE RATING (We" Tested per ASHRAE 96)
Imavag4pms (theme) Perm' Per Day
Thousands of SW Per ft' Pet Day
Category
Inlet
Low
30°C
Intermediate
50°C
High
100°C
Category
Inlet
tax
86°F
Inteimetliate
1=F
High
212-F
ENERGY
Ol1T nlJT
3.2
1.3
0.0
ENERGY
OUTPUT
1.0
0.4
0.0
COLLECTOR SPECIFICATIONS
Gress Area:
2824 m'
30.40 0
Dry Weight
T kg
15 to
NetAperhae Area:
2.824 m<
30A0 ft'
Fhtld Capeni
7.6liter
20 g.1
AbsorberArea:
2.824 m'
1 30A0R
I Test pressure:
414 klaa
60 poi
TECHNICAL INFORMATION I Tested in aomrdmKe wOb: ASHRAE 96
Efficiency Equaton (NOTE Based on pass area and (P)=T Tal
St UNITS:
Wind speed (u) <1.5 Ms, TempeaWre CT-Ta) in -C. Radiation (G) in W/m'
0= 0.843-16.240(Pp q - 64.590(P'/G)
IP UNITS,
Wind speed (u) <3 mph, Temperature (r-To) in'F, Radiation (G) in BWlhr-ft-
m= 0.843 - 2862(P!G) - 6.319(P'll
UJA CoefOaerrt
1 .0.08
Teat Fluid:
Test Mass Fbw Rate:
kgf(s m) Ihuhrfti)
REMARKS:
I'MA }}
TeZ;hneal DirectorY •
Print Date: April, 2017 _
02014 University of Central Florida.
FSEC/UCF a 1679 Cleadake Road * Cocoa, Florida 32922 * (321) 6381426 + Fax (321) 638-1010 * www.hec.ucF.eOu
Page 1 of 1
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Odom, FL 33656 31930
813-403-5100
REVISIONS
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