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HomeMy WebLinkAboutBuilding Plans9
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A
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c
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SHC Solar Hydronics Corp.
tsww
nwise
NiT
- E C
SOLAR POOLI
fHEATERS�
I � SA I 1 li
LL011191 q ;J M 161,111
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 W, Ed. (2017) Residential as well as FSEC 104-10 plus any
` other local AHJ requirements. J
01
CONTRACTOR INPUT:
PropertyAddress % ���-`�zS�Ordt�, GAT 5)a4 F 3 c/'� qY
Customer Name: t1 l �S
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 Calcs
Developed chart for 2017 FBC Table R301.2(2) Roof Pressures
00/00
1
PA 01
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 1.04-10 "Florida Standards for Design and Installation of Solar Thermal Systems"
Uniform Swimming Pool, Spa, and Hot Tub Code (USPC)
NOTES:
1. Wind load calculations based on 2017 FBC Table R 301.2(2) Components & Cladding simplified
method. , \ ' .
2. Witgt, s'ar`'&collector area dependent. The table provided on p2 was developed
using,thl,sir.6 l er ar6a 6f,fl1e 4x8 pool panel giving slightly higher pressures for the larger panels.
This cgrnplies,with FOC to use the area of 1 module or collector for wind pressure calculations.
3. The design of this installation is based on requirements of the 2017 (6th edition) Florida Building
Code (FBC) eir,d:-r6f�;rencing,.eauations set forth in 2017 FBC Table R 301.2(2) and testing of
the -solar -collector in�accordance with FSEC Standard 102-10. Jan 2010 "Minimum Standards for
Ce rtifyl 6a.'86 1 idt iTh0,rM4,roIfectors"
4. The Solarj*Pool-Plat�eis.ln5talled per these drawings are for the Solar Hydronics products under the
brand names'�of,j%-.T46; iSwim, Nuvis, and SwimMaster.
HOW TO USE TABLES & FIGURES Page A-102:
1. Determine wind zones on roof from figure. "a" is 4 ft. in all cases.
ENGINEER:
JOHN ALGER
4105 SAINT JOHN'S PARKWAY
SANFORD, FL 32771
PH 800-929-3919 X1411
jalger@theleveredge.com
State License # 74730
0
PROVIDER:
THE LEVEREDGE
14M Gunn Highway
Odessa, R. 33556
813-403-5100
Certificate of
Authorization t .31930
=BY-
JOHN
DATE 01/24/17 3:46 PM
2-LDR-PP
Rev.12.15.17
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
the three roof pressure zones.
6. Select a bolt length and strapping combination that has a psf rating above the psf estimate
of the roof zone for the wind speed, elevation, exposure, and roof pitch
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.
8. In all cases, the installation contractor must comply with any local AHJ requirements.
A
B
c
0
E
F
A-101
A-102
Table _R_3_01.2(2)_interpolated to effective area of igty 32s_q ft module or panel
1
Exposure B, mean roof height 30 ft and under, Kd = .85, Krt =1
V
roof - :
Roof
1301
140
150;
160
165
170
175;
pitch
Zones
down
uplift
down
uplift
down
uplift
down
uplift
doom
uplift
down
uplift
down
uplift
....... _..... _........ .............
1
10
-17
10
•19.6
9.9
-22.6
10.4
•26
11
.27.8
115
-29.6
22.2
•31.6
G-7 deg
2
10
-25.4
10
•29
8.9
-33.6
10.4
•38.2
11
40.7
11.5
-43.2
12.2
.46.2
3
SO
.33.6
10
-39.2
9.9
.44.4
10.4
.63.4
11
-60.2
iL5
•57.8
12.2
-61.5
-_
1
10
-15.6
10.7
•18
12.1
•20.6
13.9
-23.6
14.7
•25.1
15.6
•26.6
16.5
•28.6
8-27 deg
2
10
-24.8
10.7
-29A
12.1
.33.4
118
-38
14.7
40.5
15.6
-43
16.5
46
3
10
•38.4
10.7
44.4
1Z3
-51
13.8
-58
14.7
•61.8
15.6
-65.6
16.5
-69.9
1
16
•16.6
18.5
-19.2
21.3
•22.2
24.2
•25.2
25.8
•26.7
27.3
-29.2
29
-312
............. _...... _.
28-45 deg`
2
16
-19.6
18.5
•22.6
21.3
.25.2
24.2
-29.6
25.8
-31.4
27.3-33.2
29
•35.7
3
16
•19.6
18.5
-22.6
21.3
•26.2
24.2
•29.6
25.8
-31.4
27.3
•33.2
29
•35.7
Exposure C, mean roof height 15 It and under, Kd = .85, Kzt =1 and Lambda (adjustment factor) =1.21
roof
Roof
1301
1401,.
1 150
160
165
170
175
..__ ...............
pitch
Zones
down
uplift
down
uplift
down
uplift
down
uplift
down
uplift
down
uplift
down
uplift
1
12.1
•20.6
12.1
-23.7
10.8
-27.3
12.6
-315
133
•33.6
13.9
-35.8
14.8
-38.2
0.7 deg
2
12.1
-30.7
12.1
-35.1
10.8
40.7
116
A6.2
13.3
49.2
13.9
-52.3
14.8
•55.9
--`--
3
12-1
.40.7
12.1
-47.4
10.8
-53.7
12.6
-76.7
13.3
-72.8
13.9
-69.9
14.8
-74,4
1
12.1
-18.9
12.9
.21.8
14.6
-24.9
16.7
-28.6
17.8
30.4
189
-32.2
20.0
-34.6
8 - 27 deg
2
12-1
-3D.0
12.9
•35.6
14.6
40.4
16.7
-46.0
17.8
.49.0
189
•52.0
20.0
.55.7
........_._.__.._.__..
3
12.1465
IZ9
-53.7
14.6
-61.7
16.7
•70.2
17.8
.74.8
189
-79.4
20.0
-94.6
1
19A
.20.1
2Z4
•23.2
75.8
-269
29.3
-30.5
312
32.3
33.0
44.1
35.1
-365
28-45 deg
2
19.4
-23.7
22A
-27.3
25.8
-31.7
213
-35.8
31.2
.38.0
1 33.0
40.2
35.1
43.2
3
19.4
-23.7
22.4
.27.3
25.8
-31.7
293
.35.8
312
.38.0
33.0
40.2
35.1
.43 2
Exposure C, mean roof height 15 - 30ft, Kd = .85, Kzt =1 and Lambda (adjustment factor) =1A
roof __...__.._..
Roof
1301
1401
1501
160:
165
1701
1751
pitch
Zones
down
uplift
down
uplift
down
uplift
down
uplift
down
uplift
down
uplift
down
uplift
1
14.0
•23.8
14.0
•27.4
12.5
-31.6
14.6
-35.4
15.4
-38.9
16.1
-41.4
17.1
-44.2
0.7 deg
2
14.0
-35.6
14.0
•40.6
SZ5
-47.0
14.6
-535
15.4
.57.0
16.1
•60.5
17.1
-64.7
3
14.0
.47.0
14.0
-54.9
12.5
-62.2
14.6
-88.8
15.4
-84.3
16.1
•80.9
17.1
-86.1
1
14.0
-21.8
15.0
45.2
169
-28.8
19.3
-33.0
20.6
35.1
21.8
-37.2
23.1
.40.0
..-_...-..._........_.._.
8.27 deg
2
14.0
1 -34.7
15.0
41.2
1 16.9
46.8
193
•53.2
20.6
.56.7
218
-60.2
23.1
.64.4
3
14.0
-53.8
15.0
-62.2
16.9
-71.4
193
•81.2
20.6
.86.5
21.8
-91.8
23.1
-97.9
1
22.4
-23.2
25.9
-26.9
29.9
-31.1
33.9•353
36.1
-37A
38.2
-39.5
40.6
47-3
28.45 deg
2
22.4
.27.4
219
-31.6
29.8
-36.7
33.9
41.4
36.1
44.0
38.2
•46.5
40.6
-50.0
3
22.4
.27.4
25.9
-31.6
29.8
.36.7
33.9
•41.4
36.1
•44.0
3&2
.465
40.6
-50.0
'roof
Exposure D, mean roof height 15 ft and under, Kd = .85, Kzt =1 and Lambda ( adjustment factor) =1.47�
Roof
130j
140
SSOj
160'
165
1701
175!
pitch
Zones
down
uplift
down
uplift
doom
uplift
down
uplift
down
uplift
down
uplift
town
uplift
i
1
14.7
-25.0
14.7
•29.8
13.1
-33.2
15.3
-38.2
16.2
40.9
169
-43.5
17.9
46.5
0-7 deg
2
14.7
-37.3
143
.42.6
13.1
-49.4
153
-56.2
16.2
.59.8
169
-635
17.9
-679
3
14.7
-49.4
14.7
-5Z6
13.1
-653
153
-93.2
16.2
•985
ifi9
-95.0
17.9
.90.4
1
14.7
-229
15.7
-26.5
17.8
-30.3
203
•34.7
21.6
36.9
229
•39.1
24.3
.42.0
8 - 27 deg
2
14.7
-36.5
15.7
-43.2
17.8
49.1
203
-55.9
21.6
-59.5
22-9
-63.2
24.3
-67.6
3
14.7
.56A
15.7
-65.3
17.8
-75.0
20.3-85.3
2L6
-90.8
22.9
•96.4
24.3
-102.8
1
5
-24A
27.2
-28.2
31.3
-32.6
35.6
-37.0
37.9
-39.2
40.1
•415
42.6
44.4
28-45 deg
2
5.27.2
!1.
-33.2
313
-38.5
35.6
-435
37.9-46.2
40.1
-48.8
42.6
-52.5
3
5
-26.8
27.2
-33,2
313
-385
35.6
-43.5
37.9
-46.2
40.1
48.8
42.6
-52.5
i Exposure D, mean roof height 15 to 30 ft, Kd =.85, Kzt =1 and adjustment factor =1.66
.��`
roof
pitch-,-',
Zoge;
130'
down'.. uplift
140,
dawn
uplift
150
down
uplift
1601
down
uplift
1651
down
uplift
1701
down
uplift
175
down uplift
JI `J•
166,
i .28.2
16.6
-32.5
14.8
•37.5
173
.43.2
283
46.1
19.1
49.1
20.3
-52.5
!f-7.d:E, �i
:'i`
3 �tA6.6,,
��6,8 ;1�.
422
-r=.5 ;.
16,6
16.6
-48,1
-65.1
14.8
14.8
•55.8
-73.7
17.3
1731
-63.4
-105.2
18.3
193
.67.6
.99.9
19.1
19.1
-71.7
.95.9
20.3
20.3
-76.7
-102.1
k 16.6
-25.9
17.8
-29.9
20.1
-342
22.9
-39.2
24.4
41.7
25.9
44.2
27.4
47.5
8- 27 degj J
0 2
16.6
t 41.2
'; 17.8
48.8
20.1
55.4
229
-63.1
24.4
•67.2
25.9
-71.4
27.4
-76.4
'3
16.6
•63.7 .-'
17.8
-73.7
20.1
•84.7
229
.96.3
24.4
-102.6
25.9
-108.9
27.4
-116.0
26.6
; $7:6�
30.7
.31.9
35.4
.36.9
402
41.8
42.8
44.3
45.3
46.8
48.1
•50.1
�B.-45 deE•/
2-;
9'"i
�26.6
26rrr.._.�-
32,1`
AS
30.7
30J
.37.5
-37.5
35.4
35.4
435
435
40.2
402
49_1
49.1
42-8
42.8
•52.1
-52.1
453
45.3
•55.1
•55.1
48.1
48.1
-593
•59.3
Pu Frat�d4r��Yddivear`ea to be taken as the surface area of 1 module or panel
Tabl pouted from 2017 rida Building Code -Residential, 6th Edition (2017) Page 25 as alloxRd for effective area
Table values have been adjusted and recalculated for height and exposure using adjustment coefficients in Table 30L2.3
Table values have already been multiplied by),6toconvert component and cladding pressures toASD.
Values given in PSF ( pounds per sci ft pressure). Positive values indicate down force; negative values indicate uplift I
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
jalger@theleveredge.com
State License # 74730
[La""
0- -
PROVIDER:
THE LEVEREOGE
1423 Gunn Highway
Odessa, R . 33556
813403-5100
Certificate of
Authorization #-- 31930
DRAWN BY:
JOHN ALGER, PE
DATE 01/14/17 3'.. PM
2-LDR-PP
Rev. 12.15.17
7 y, r
a �T
` f r
.Q0.B1.E`RL3dF8
Yw+ US 9 7r
-t -
FS .
Reprinted from Florida Building Code 6th Edition (2017) Residential.
u
Ir
HMER MOUNT040 CUP
, POOL PLUMBING DIAGRAM
1 - OPTIONAL VACUUM BREAKER LOCATION
* -OPTIONAL COMPONENTS
,\TO .CONVERT FROM MANUAL TO AUTOMATIC OPERATION
...
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
Rlnternational 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 contact or 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.
DRAWING TITLE:
POOL PLUMBING DIAGRAM
1 o y REVISIONS
sba.tdc' ooad,t " akas The LeverWge € u se sr g IPitp7t
1423 Gunn Highway Certificate of Authorization ##:
Exopo as �,
14 G or � � Odom, FL 38 31930
Col a. F4 535§9 P s mat of ftke or 513-4I -5100
61�40.3514D �
4��oENtH�tc
onto
,t„r�rni
P-101
P-1
T
7`�PICA'-' UNIVERSAL STRAP "'kNCHOR ATTACHMEN7
3�" mirimum edge
distance each side
STANDARD
TOP OF PANEL
TOP HEADERS (TYP)
n
n ri
STRAP SCREWS INTO
ROOF TRUSSES (TYP)
41
I
LU
w
-w
Z
Z
Z
<
<
<
a-
a-
0-
00
x
Fx
x
Jj
AGR�VELQQJTY HURRICANE ZONE
REVISIONS
The LeverEdSo REV 006 BY DESCRIPTM
p/er4, IN) 1423 Gunn Highway Certificate of Authorization
144 Gum HkAway am' Odessa, FL 33666
Odaw. R 335% thAgar6w— 31930
813-403-6100
V dic x 'E" SS log
screvi or equivalent
allowed Screw
installation zone
1 64mm V��
QATe
OWN BY.,
SCME,
N'T's.
P"Vr.fwl.
S-101
HSADIRCIAW
MIMS/IM"SMSORLAS
X
/ " CREWDECK
UNIVERSAL HEADER CLAMPtl
BOLT MAY BE LAGGED INTO
ROOF DECKING ONLY
TECHNICAL INFORMATION
FEATURES & TECHNICAL INFORMATION
Solar Collector Specdfcat�onsPartNumber ;
��.
j NU 408iVU
410'
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) - - , -= w. -
95.5
119.5
143.5
17
Header InsideJDiameterliriches)
2
2
2
Net Collector-Area.(square' feet)'
30.25
37.85
45.45
Net Weight., I .-pty (pounds):.
15.30
18.61
21.10
Water°Capacity (gallons) r
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
#�of Colle`ctors
1Nidth �f�Array
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.
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
Inic +inn_RA-1AnA LJ-1.,
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.
F
nuvis
Z-101
r
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.
Weight
Design
Brand
Model
Description
FSEC Cert#
Net Area
with water
Flowrate
Hi=Tec
HT2.0408
4X8 2" Header
60257C
30.1 sq ft
30.76 lbs
3.2 gpm
r
Collector
HiTec
HT2.O_M0
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
IS2.0410
410 2"Header
00513C
37.9 sq ft
44.77 lbs
4.0 gpm
Collector
iswim
IS2.0412
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
37.96 lbs
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
45.5 sq ft
51.75 lbs
4.8 gpm
Collector
SwimMaster
SM2.0408
4X8 2"Header
97014C
30.25 sq ft
37.96 lbs
3.2 gpm
Collector
SwimMaster
SM2.0410
4x10 2"Header
97015C
37.85 sq ft
44.77 lbs
4.0 gpm
Collector
SwimMaster
SM2.0412
4x12 2"Header
Collector
97016C
45.45 sq ft
51.75 lbs
4.8 gpm
TYPICAL FSEC CERTIFICATION, ALL OTHERS SIMILAR
FSEC
Corp.
So23 GunnHighwaynIcs
Odessa, FL 33556 USA
www.theleveredge.com
CERTIFIED SOLAR THERMAL COLLECTOR
MODEL:
NU2.0408
THERMAL
Unglazed Flat Plate
COLLECTOR
TYPE: �
CERTIFICATION #:
00509C
Original
July 01, 2011
Certification:
Expiration Date:
July 01, 2031
This solar collector was evaluated by the Florida Solar Energy Center (FSEC) in accordance with prescribed methods and was found to meet the minimum
standards established by FSEC. This evaluation was based on solar collector tests performed by an FSEC approved laboratory. The purpose of the tests is to
verify initial performance conditions and quality of construction only. The resulting certification is not a guarantee of long term performance or durability.
This 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-hour/m2 (1600 Btu/fe) distributed over a 10 hour period.
COLLECTOR THERMAL PERFORMANCE RATING (Collector Tested per ASHRAE 96)
Kilowatt-hours (thermal Per m' Per Day
Thousands of Btu Per ft' Per Day
Category
Inlet
Low
30°C
Intermediate
50°C
High
100°C
Category
Inlet
Low
86°F
Intermediate
122°F
High
212°F
ENERGY
OUTPUT
3.2
1.3
0.0
ENERGY
OUTPUT
1.0
0.4
0.0
COLLECTOR SPECIFICATIONS
Gross Area:
2.824 m'
30.40 ft'
Dry Weight
7 kg
151b
Net Aperture Area:
2.824 m'
30.40 ft'
Fluid Capacity.
7.6 liter
2.0 gal
Absorber Area:
2.824 m'
30.40 IF
Test Pressure:
414 kPa
60 psi
TECHNICAL INFORMATION I Tested In accordance with: ASHRAE 96
Efficiency Equation [NOTE: Based on gross area and (P)=Ti-Ta]
SI UNITS:
Wind speed (u) < 1.5 Ms, Temperature (Ti -Ta) in °C, Radiation (G) in W/m'
q= 0.843 - 16.240(P/G) - 64.590(P2/G)
IP UNITS:
Wind speed (u) <3 mph, Temperature (Ti -Ta) in °F, Radiation (G) in Btu/hr-ft'
rl= 0.843 - 2.862(P/G) - 6.319(P'/G)
LAM Coeffldent
1 + 0.08
Test Fluid:
Test Mass Flow Rate:
kg/(s m2) Ib/(hr ft')
REMARKS:
- Am 16,
Technical Director Print Date: April, 2017
© 2014 University of Central Florida. mew
FSEC/UCF ♦ 1679.Cleadake Road ♦ Cocoa, Florida 32922 ♦ (321) 638-1426 ♦ Fax (321) 638-1010 ♦ www.fsec.uci.edu
NOTICEdc REVISIONS
1t tlsouonsoi4MW The LoverEdge REV 0ATEr91t 0E II''tIc' N
twrd withInamnoaaalustvo 1423 Gunn 1i11,q ,vay Certificate of Authorization #:
Pr oaf
Gunn FGOdesw, FL 666 31930
Oft 336% wft4m owmou of f» L9 or Itm
813-403-6100
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SEP 3 0 2020
Permitting Department
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ST. L.UCIE COUNTY
BUILDING DIVISION
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