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ltt�d' F• 3dar fnd0eb'!°sSPHS MODEL• 1020d-12
,y 1940 Rutgers Un'nr. Blvd THERMAL Unglazed Flat Plate
Lakawood, NJ 06701 USA COLLECTOR
TYPE:
s CERTIFICATION9 96026C
Original November01, 1996
CeNOcation:
EVIrallon Date: DerPmber 14. 2D35
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 vras based an solarmllectortests performed by an FSEC approved laboratory. The purpose of he tests is to
verify initial performance conditions and quality of mnytruction onlyThe resulting �rii6ra0on is not a guarantee of long term performance or dum6i0ty.
50 Watt-h 5 r has been rated for energy output an measured perfo. rmance and an assumed standard day. Total solar energy avar'Iablefor the standard day is
5045 Watt-houdm= (1600 6tuRlz) distributed over a 10 houraarlod
Category Low Intermediate High F�T—�,�LICR-Fy
ategory Low~ V r Intermedrate tit h
Inlet 30°C :j
50°C 100°CInlet rL e g
[ENERGY ere r3 5 0.0 1.1
OUTPUT0.4 1 0.0
III UNITS: Wind speed (u) <1.5 age, Tempamtu
IF UNITS. rr 0.935-8.9301
Wind speed (u) 43 mph. Temperature
n= 0.935- 7.57G
REMARKS:
In °C, Radtation
in T,, Radiation (G) in Bhdhr4P
1
I
n,�,�^ „any
v Teehnlral Director -�" PrintDate: APA 2017
® 2014 Unival`24 of Central Florida
FSECNCF 01679 Cleadake Road 4 Coeaa, Florida 32922 0 (321) 638-1426 0 Fax (321) 638-1010 0 www.is;e ucf edu
�_..—
Figure 10
PLUMBING
SYSTEM
SCHEMATIC
THERMOMETER
iowr-.a I
u a —
COLD
m.MTO
COLLECTORS
12LV2 0
V LINE
SOLAR
VACUUM —b ,
SENSOR,
gELIEFVALVE
UM
VACUUM
\\\\V
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RFVAC
UEFVALVE
Icenullx+:cn)
by
ELECTRONIC
CONTROL
COLLECTORS
�/ A END CAP
ETOCOL.LECTORS
.. nnr - OUTLETLINE
ISOLATION CHECK
VAL/` E (,L— II
FILTER
OUTLET
WATER
SENSOR
CHECK
VALVE
TEE
3VdAY
VALVE
1
HEATER
d I EATS)
_j
POOL
HEATED
WATER TO
FOOL
fr'�Baolrvut�a8lrn�
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//\
�FRO_V Croy®fR7.5®S-� �.�®�fil
r
PANELS SHAD — BE
INSTALLED IN CORNER ZONES
OF ROOF ASSEMBLIES.
0
y�q PANEL w
DO
m
RIDGE RIDGE
/'e
PANEL CONCEALEO FASTENERS 01
ARE THE RESPONSI911
CONTRACTOR OF I
ROOF CORNER ZONE SHALL BE 10 PERCENT
OF SHORT DIMENSION OF BUILDING OR 40_
PERCENT OF MEAN HEIGHT, OR 3 FT.
WHICH EVER IS SMALLER.
ROOF LAYOUT GENERAL C❑NDITI❑NS
wiw
PLUMBING
mama air
er anmw
i j
i W�I-K7 j ,1 J
O
1/Y O.S.B OR PLYWOOD
ROOF DECKING
STRAP BRACKET
TILE ROOF
ATTACHMENTS
IYOFTHE
upper hold down
clamp see detail A
or optional detail A-1
4'xB'. 10' or 12'
NOTE: EAGLE CLAW PLASTIC ..-
HEADER BRACKET ACCEPTABLE ALTERNATE
solar panels
X
(U
6
E
STRAP ST
A XET
DETAIL C
�(U
XF
IJ
P
PROVIDE p12 SCREWS W/CONICAL
ADEQUATE LENGTH TO SECURE
BRACKET TO CEMENT TILE.
DRILL HOLE THRU CONC. TILE
AND INSTALL SCREW SO AS
NOT TO BREAK TILES.
PANEL
RISER SYSTEM
CONIC. BARREL/FLAT
� TILE
RAFTER
S-5 CLAMP S-5 CLAMP
7 3" PANEL 7
032 THICK
STANDING SEAM C❑NNECTI❑N
Au xtimwr>a sArAAs ap cav
PLEASE NOTE LOWER CLAMP/SPNNG ASSMIBLY
MAYBE OMITTED PROVIDED A CONTINUOUS CROSS STRAP
IS INSTALLED NO MORE THAN 127 ABOVE UOWER/RETURN
ASSEMBLY
PANEL �\ /104
41 ` 1/2 PAN HERO
QuPX HEAD SCREW'
"_ detail
rye assemb`
STRAP SPACING
4W O.C. MAX vl n e r NQ r saw
da n as5e�bl detail b
lower tie
� PANEL
P AAA
O
.2OR HEX HEAP SCREW
p55EM8LY
UPPER
CLAMP
strop fVVVa --�
LOWER ETURN ASSEMBLY ,^1
PANELS LOWER hold dow asser�
clamp see detall µIN. 1P. P�.(WGOD
CSBSHfLPTHING lower G Ue down
a.epta6le dlamole to Iowa[ .
ENSURE TILE CAVITY IS FILLED COMPLEMY NOTE LOWER CLAMP/SPRING ASSEMBLY MAY BE DELETED PROVIDED
WITH DOW TILE BOND ROOF TILE ADHESIVE BOTTOM CONTINUOUS STRAP IS LOCA D (N 12_0&.BASE
OR EQUAL APPLY ADHESIVE TO TILE AQUA THERM
MOUNTING BRACKET IS ATTACHING TO PLUS ALL PLASTIC MOUNTING BRACKETCAP
TILES AROUND IT (5) MINIMUM.
ACCEPTABLE ALTERNATE
EXTEND THRU TO SHEATHING BELOW
ADD SEALENT AT CONNECTION
PROVIDE TAPCON SCREWS OF
ADEQUATE LENGTH TO SECURE
BRACKET TO CEMENT TILE.
DRILL HOLE THRU CONIC. TILE
AND INSTALL TAPCON SO AS
NOT TO BREAK TILES.
1/4' LAG ACCEPTABLE ALTERNATE OR
#14 PHIL PAN OR HEX HEAD ACCEPTABLE ALTERNATE
NOTE: THE MOUNTING BRACKET BY
IRONRIDGE IS ACCEPTABLE FOR
INSTALLATION OF THE PANELS
PRVIDE 3/8'x 2 1/2' LAGS
4FT & 6 FT O.C. MAX TO EXISTING
TRUSSES BELOW
1. THE SOLAR COLLECTOR INSTALLATION
AS DETAILED IN THE DRAWINGS IS
FOR THE INSTALA71ON OF POTABLE WATER
HEATING SYSTEMS ON STRUCTURES
UP TO 35 FEET IN HEIGHT WITH ROOF
SLOPES BETWEEN 0 AND 30 DEGREES,
ROOF AREAS 1 AND 2 BUT NOTtCORNERS.
2. THE DESIGN OF THIS INSTALLATION IS
BASED ON ASCE7-10 FOR SURFACE
AREAS BETWEEN 20 AND 48 SQUARE
FEET RESULTING IN A MAXIMUM WIND
PRESSURE OF <= 67 PSF.
THE INSTALLATION SHALL UTILIZE HARD-
WARE PROVIDED BY THE MANUFACTURER
AS DETAILED IN THE INSTALATION'
MANUAL OR AS SHOWN ON PLAN.
MOUNTING BRA
STRAPPING PLASTIC BASE SET STRAPPING
1-g14x1 J' PAN HEAD
i ROOFING OR HEX HEAD
— MIN. 1/2-
O.S.B. OR PLYWOOD
SHEATHING
If — RAFTER
ALL PLASTIC STRAP BRACKET
c6D 7
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLIANCE
REVIEWED BY
DATE
PLANS AND PER AIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL R_ MADE
cietai� B
f
14X 1 1/2-PAN HEP
2 HEX HEAD SCREW.
— MIN. 1/2'
O.S.B. OR PLYWOOD
SHEATHING
LEI � RAFTER
M❑UNTING BRACKET
St. Lucie
FLORIDA BUILDING CODE 2017.
6TH EDITION,
TO INCLUDE THE EXISTING AND
RESIDENTIAL CODES
ULTIMATE DESIGN WIND SPEED:
180
NOMINAL DESIGN WIND SPEED:
140
RISK CATAGORY:
2
IMPORTANCE FACTOR:
1.0
EXPOSURE CATAGORY:
C
INTERNAL PRESSURE COEF:
+-0.18
ENCLOSED STRUCTURE
I ITHE-STRUCTURAL COMPONENTS OF THIS
ARE IN COMPLIANCE WITH THE 2017
\ s' RIDA BUIL FLODING CODE, WIND LOAD
COMPLIANCE AND ITS RESISTANCE TO
GRAVITY AND DESIGN PRESSURES
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REVISION I DATE I
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to
z
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DATE 10-03-18
By JCK
SHEET NUMBER
S-1