HomeMy WebLinkAboutINSTALLATION - ROOF TOP COLAR POOL HEATERFISECp
CER71Flm SOLAR THERMAL COLLECTOR
SUPPLIER MODEL:
HI-Tec 1060-12
SOW Hydrorics Corp. THERMAL
1423 Gum Highway
LI Miautl Fiat Plate
COLLECTOR
Odessa, FL 33556 USA
TYPE:
m .6televeredge.mn
CERTIFICATION it-.
SCANNEL
Original
BY
October 01. 2009
Certifoatiac
St. Lucie County Eor-don Data:
October 01. 2029
This solar mkdw Visa evaluated by the Florida Solar Energy Center (FSEC) in accordance with prescribed methods and vras found to meet the minimum
standards establislced by FSEC. This evaluation was based on solar cogector tests Performed by an FSEC approved laboratory. The purpose of the tests is to
verify Initial pedrnmeace condators and quality of construction Doty. The resuNrg certification is not a guarantee of"term performance or duaWTay.
This mBectorha5 been rated for energy output on meaared performance and an assumed standard day. Total solar energy available for the standard day is
5045 Watt-hourhn'(1600 BhXV) distributed over a 10 hmrt period.
IC?(11- q - 4 aQ111-)
COLLECTORTHERM LL PERFORMANCE RATING (Colemr7estea For ASHRAE 96)
f01owall4m1118 Mianm0 Per Panel For Day - -
Thorsarda of Btu Per Porn» Pa Day
Cmeggy
Inlei
Low
30'C
bae=ate
60'C
High
100°C
Category
Inlet
Low
86'F
Intermediate
122'F
High
I 212'F
ENERGY
OUTPUT
13.4
S5
0.0
ENERGY
OUTPUT
45.6
18.7
0.0
COLLECTOR SPECIFlCATIONS
Gn1ssAma:
4236 m'
45.60 R'
Dry WeigfR
1Qkg
21 to
NetApaEde Arai
4236 m'
45.60 R'
Fbid Capew..
11ARK
3.0 gal
AbsabWAraa:
4236 m'
45.60IF!
Test Prassn8
414 kPa
60 psi
TECHNICAL OWORMAT10N I Tested in aomNenoo With: ASHRAE 95
ERId®tcy E*mWn (NOTE -'Based on gross area and (P)-T--Ta)
SI UNITS:
Word speed (U) 4 1.5 m/s. Tenrpeiaane (Ti-To) in'C, Radiation (G) in Wfm'
rp 0.843-16240(P/G) - 64.590(PVG)
IF UNITS:
speed (u) c 3 mph. Temperature m-Ta) in'F, Radiation (G) in Bbdhr4P
q= U.843 - 2.862(PIG)- 6.319(P21G)
IAM Coefficient:
1 a 0.08
Test Fhrid:
Test Mars Flo. Rate-
kg!(s m') mIM it)
Tr71
is i mil;.✓;] t,. �I �.,. ti
ry WtX.IP/rb
7ectvtipl Director Print Date: April, 2015
® 2014 University of Central Florida.
FSECIUCF ♦ 1679 Clearlake Road ♦ Cocoa, Florida 32922 ♦ (321) 638-1426 ♦ Fak (321) 638-1010 * "mjsec.ud.edu
Pa.m 1 nF I
TOP HEADER
SOLAR PANELS � \\
PANEL (TYP.)
ATTACHMENT HARDWARE
RUBBER COUPLING
UPPER HOLD DOWN CLAMP
/ (SEE DETAIL A) (2 PER PANEL MIN.)
NOT > 48" CTC, NOT < 16" CTC
—
DISTANCE DECREASES FOR
ARRAYS ENCROACHING IN PRESSURE COLLECTOR COUPLING
ZONE 2AND/OR 3 HOSE CONNECTOR
(2) NO. 14 x 2"MIN SS HEX
COLLECTOR HEADER 2.00" 1. D.
°
¢
w
c
c°i
e_ 04
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v,
ASHER HEAD OR SHEET
w
T
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METAL SCREW PER MOUNT
? n
m
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N
"A" LOCATION INTO PLYWOOD
COLLECTOR TUBES
w
� o
i
SHEATHING OR ONE SCREW
WITH FULL EMBEDMENT IN
'
6
RAFTER OR TRUSS
EXISTING ROOFING
co
1" DIA SS
d
FENDER WASHER
MINIMUM 1/2" O.S.B. OR 1/2" COX
$lb .
PER SCREW
PLYWOOD SHEATHING (DESIGN OF
DETAIL A
SHEATHING BY OTHERS)
jl;�C�$BgE
SCALE- N.T.S.
OEM PVC ANCHOR
g8� W
V)
1/2" PLASTIC COATED 316
BUTTON OR 16 GA. 7/8" X
A 1
STAINLESS STELL STRAPPING 1/2" SS ANGLE (1 1/8"
All
.048" THICK, 670 LB BREAK
NO.14 x 3" MIN SS HEX LONG) SLOTTED LEG FOR
u i
STRAP SPACIN
w
STRENGTH
WASHER HEAD OR SHEET STRAP INSTALLATION
.111 s
sm'
(SEE DETAIL C
METAL SCREW PER (TYP.) 50" CTC MAX.
'��
ANCHOR LOCATION
FetL3B U��q
ROOFING (EXISTING)
BOTTOM HEADER
PANELS
NOTE: CONTRACTOR TO USE OEM ATTACHMENT PARTS ONLY
(SEE DETAIL B)
G
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
POP CD P NCE
R A @ 1>V
PLAMANCIPERMIT,
MmTr m ftp1, 0t0.70s OR
4.'ld 4%%ItMV ON YK41X EM MADE
MOUNT A - (2) NO.14 x 2" MIN
SS HEX WASHER HEAD OR
SHEET METAL SCREW PER
ANCHOR LOCATION
CO I MINIMUM 1/2" O.S.B. OR 1/2" CDX
CONTINUOUS PLYWOOD SHEATHING (DESIGN OF
SS STRAP TRUSSES OR RAFTER SHEATHING BY OTHERS)
DETAIL BANCHORING SCREWS SHALL HAVE
EMBEDMENT IN TRUSS OR RAFTER
1/2" PLASTIC COATED 316 SCALE= N.T.S. MAX. 50" CTC MAX. ALONG STRAP
STAINLESS STELL STRAPPING N0.14 x 3" MIN SS HEX
c� .048" THICK, 670 LB BREAK WASHER HEAD OR SHEET
STRENGTH METAL SCREW PER ANGLE OR
] PVC BUTTON ANCHOR LOCATION
ROOFING (EXISTING)
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE TRUSSES OR
CONTRACTOR OF RECORD
1. THE STRUCTURAL SYSTEMS DEPICTED HEREIN THESE
DRAWINGS WERE DESIGNED IN ACCORDANCE WITH
THE FLORIDA BUILDING CODE 6TH EDITION (2017) AND
ASCE 7-10 "MINIMUM DESIGN LOADS FOR BUILDINGS
AND OTHER STRUCTURES".
2. WIND SPEED IS 170 MPH ULTIMATE VELOCITY (132 MPH
NOMINAL WIND SPEED) RISK CATEGORY II STRUCTURES.
3. WIND EXPOSURE CATEGORY = C & D (SEE NOTE #7)
4. ROOFANGLE: 0"TO45"
5. HEIGHT OF STRUCTURE < 60 FT.
6. MEAN ROOF HEIGHT (MRH): UP TO 30'
7. SS STRAP SPACING FOR WIND EXPOSURE C IS 36" OC
FOR ZONE 1, 24" OC FOR ZONE 2 , 16" OC FOR ZONE 3
FOR MPH UP TO 15'. SS STRAP SPACING FOR WIND
EXPOSURE D IS 30" OC FOR ZONE 1, 20" OC FOR ZONE 2 ,
12" OC FOR ZONE 3 FOR MPH UP TO 15'. FOR EACH 5 FT.
INCREASE IN MPH UP TO 30'- DECREASE STRAP
SPACING BY 1".
B. NO USE IN PRESSURE ZONE 3 IN HVHZ
a a�,
DETAIL C
SCALE= N.T.S.
I° hI �� --�'� � �1 #
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MAR 21 Z019
ST Lucie County Permitting F
96.E -oy
MINIMUM 1/2" O.S.B. OR 1/2" COX
PLYWOOD SHEATHING (DESIGN OF
SHEATHING BY OTHERS)
ANCHORING SCREWS SHALL HAVE
EMBEDMENT IN TRUSS OR RAFTER
MAX. 5�CA MAX.
ALONG STRAP
BY
St. Lucie County
BLUE INK SIGNATURE
OF A FLORIDA LICENSED
PULLED REQUIRES A
OF
P ON FIILE.P
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INSTALL A 3/8' S.S. MACHINE
SCREW THROUGH TUBE INTO
TOP OF S-5 CLAMP 1
1- SQ. X 1/8" ALUM, TUBE
(6061—T6)
2" 1
INSTALL A MIN. OF (2)
3/8" BULLET NOSE STAINLESS
STEEL SET SCREWS TO STANDING
q,�Trl
"S-5" ALUM. CLAMP
(6061-T6)
1'/
NOTE: FOR TIEDOWN ANCHORAGE OF SOLAR PANELS TO METAL ROOF, STRAPPING ASSEMBLIES
DETAILED ON PAGE S-1 SHALL BE ANCHORED TO ASSEMBLY DETAILED ABOVE FOR CONNECTION TO
STANDING SEAM METAL ROOFS SCREWS SHALL BE #14 X 1' MIN. SS HEX WASHER HEAD OR SS SELF
TAPPING SHEET MEAL SCREWS.
ASSEMBLY ANCHORAGE: INSTALL Y SO. X 1/8' SQUARE ALUM. TUBING TRACKS FOR SOLAR PANEL
ANCHORAGE OVER 'S-5' ALUMINUM CLAMP (6061-T6 ALLOY) AS MANUFACTURED BY 'DYNAMIC
FASTENERS OVER STANDING SEAM OF ROOF PANELS CLAMP SPACING TO MATCH STRAP SPACING (48-
CTC FROM PANEL EDGE TO PANEL EDGE, AND AS SPECIFIED ON PAGE S-1 FOR MAX. SPACING
Deonnn TA Dun ne DAMMN
GENERAL NOTE- ■ COMPONENTS ARE OPTONAL
TYP. PLUMBM SCHEMATIC
e - XTa
VACUUM RELIEF
THERMOMETER
SENSOR
HALL VALVE
CHECK VALVE
NOTES:
1. CONTRACTOR IS ENCOURAGED TO INSTALL SYSTEM IN PRESSURE ZONE 1.
IF PART OF SYSTEM MUST ENCROACH INTO PRESSURE ZONE 2 OR 3,
ANCHORING SHALL BE ADJUSTED AS PER SPECIFICATIONS HEREIN.
CONTRACTOR SHALL ATTACH COLLECTOR ARRAY WITH OEM HARDWARE
e
b
AND STRAPPING. CONTRACTOR MUST BE CAREFUL TO "CENTER" ANCHORS
SO SCREWS ARE INSTALLED INTO THE CENTER OF THE TRUSS TOP CHORD
a
OR RAFTER BELOW. AN APPROVED ALTERNATIVE WOULD BE CONTRACTOR
a
INSTALLED NOMINAL 2".X4"SQU_THERN PINE_#2 BLOCKING BETWEEN _
TRUSSES OR RAFTERS AT SCREW LOCATION, CENTERED ON SCREW.
e a
BLOCKING SHALL BE CONNECTED TO TRUSS OR RAFTER WITH SIMPSON
A34 OR A23 ON EACH FACE OF BLOCKING (2 CONNECTORS PER
Flat Roo l Hip Roof (7"<0927°1
CONNECTION TO TRUSS OR RAFTER).
AVEWL
2. CONTRACTOR SHALL ADHERE TO REQUIREMENT OF FBC CHAPTER 15
(ROOFING) AND BEST PRACTICES'OF NRCA ROOFING & WATERPROOFING
MANUAL TO ENSURE THE SOLAR INSTALLATION DOES NOT CAUSE ROOF
a
e
LEAKS AT INITIAL INSTALLATION OR AS THE SYSTEM "AGES".
3. AS LONG AS CONNECTOR SPACING AND NUMBERS ARE NOT REDCUED THE
a
CONTRACTOR MAY USE A SUBSTRATE OR ALUMINUM MOUNTING FRAME,
"SANDWICHED" BETWEEN THE COLLECTOR AND ROOF ON FLUSH MOUNT
INSTALLATIONS ONLY.
a' a
4. OEM STRONGLY RECOMMENDS AGAINST CLAMPS ON THE BOTTOM HEADER.
5. SOLAR UNITS INSTALLED PER THIS PLAN SHALL NOT FORM PART OF THE
cable Roof (es7"1 Gable Roof (?°<85459
BUILDING ENVELOPE (I.E. WINDOW, DOOR). SOLAR UNITS SHALL BE
Interior Zones EMzenes ■ comer Zones
MOUNTED ABOVE ROOF SURFACE LIKE A A/C CONDENSER. THEREFORE
NOT REQUIRING A PRESSURE RATING (I.E. WINDOWS, DOORS). SOLAR
UNITS SHALL BE MOUNTED VERY CLOSE TO THE ROOF SURFACE, TO
PRESSURE ZONE NOTES
PROVIDE PRESSURE EQUALIZATION BETWEEN THE ROOF SURFACE AND THE
NTS
BACK OF THE SOLAR UNITS. THIS RESULTS IN NO SIGNIFICANT CHANGES
IN THE LOADS ON THE ROOF FRAMING FOR A PARALLEL MOUNT AND
PRESSURE ZONE NOTES
MODEST CHANGES IF TILT UP. HOWEVER THE INTERNAL AND EXTERNAL
a.
COMPONENTS OF WIND PRESSURE DECOUPLE, E.G. THE ROOF RESISTS THE '
10 PERCENT OF THE LEAST HORIZONTAL DIMENSION OR .4h,
INTERNAL WIND PRESSURES AND THE SOLAR UNITS RESIST THE EXTERNAL
WHICHEVER IS LESS, BUT NOT LESS THAN EITHER 49 OF LEAST
HORIZONTAL DIMENSION OR 3 FT.
WIND PRESSURES. THE EXTERNAL WIND FORCES ARE THEN h:
MEAN ROOF HEIGHT, IN FEET, EXCEPT THAT EAVE HEIGHT SHALL
TRANSFERRED TO THE ROOF FRAMING THROUGH THE SOLAR ATTACHMENT
BE USED FOR ROOF ANGLES < THAN 10 DEGREES.
HARDWARE. 0:
ANGLE OF PLANE OF ROOF FROM HORIZONTAL, IN DEGREES.
5. SOLAR POOL HEATING COLLECTORS ARE REQUIRED TO BE TESTED,
CERTIFIED AND LISTED BY THE FLORIDA SOLAR ENERGY CENTER.
CONTRACTOR SHALL PROVIDE DOCUMENTATION TO OWNER OF THEIR
LISTING AND RATINGS.
1" DIA SS
FENDER WASHER
3-WAY VALVE
PROVIDE 1/4" STAINLESS STEEL TAPCON SCREWS
WATER SENSOR
OF ADEQUATE LENGTH TO SECURE BRACKET TO
FILTER
CEMENT TILE DRILL HOLE THRU CONC. TILE ONLY
(NOT INTO ROOF MEMBRANE) AND INSTALL TAPCON
PUMP
SO AS NOT TO BREAK TILES.
[0- AUXILLARY HEATER
llrr AUTOMATIC CONTROL
• OPTIONAL COMPONENTS
DM POOL
NOTES:
1. PLUMBING SHALL BE INSTALLED AS PER DETAIL AND ALL REQUIREMENTS OF THE
6th ED. FLORIDA PLUMBING CODE (2017). SPECIAL CARE SHALL BE TAKEN REGARDING
PIPE SUPPORT, PER FPC TABLE 308.5. THE ABS VALUE OF 4 FT. SHALL BE TAKEN
AS THE MAXIMUM FOR HORIZONTAL AND 10 FT. FOR VERTICAL SOLAR PIPING. PER
6th ED. FLORIDA MECHANICAL CODE, CONTRACTOR SHALL INSTALL MANUAL DRAIN
DOWN VALVES AND INSTRUCT OWNER IN DRAINING AND RE -STARTING THIS SOLAR
POOL HEATING SYSTEM. OWNER SHALL BE INFORMED THAT FREEZE PROTECTION IS IP
TO OWNER. IF SOLAR POOL HEATER FREEZES, IT IS THE OWNER'S SOLE RESONSIBILITY.
FREEZE DAMAGE RESULTS FROM AN ERROR IN OPERATION. COLLECTORS SHOULD
ALWAYS BE DRAINED BY OWNER OR OWNER'S REPRESENTATIVE IN ADVANCE OF NEAR
FREEZING WEATHER.
NOTE:
ADHESIVE TO THE INTERFACE OF THE SOLAR WORLD MOUNTING
BRACKET AND PVC BUTTON ANCHORS BEING ATTACHED TO THE
CONCRETE FLAT TILE OR BARREL TILE. CONTRACTOR SHALL ALSO APPLY
ANCHORING EPDXY TO TAP CON SHAFT PRIOR TO INSTALLING TAP CON. \
TAP CON TO BE INSTALLED PRIOR TO EPDXY SETTING. A Wxl"xt/8"
ALUMINUM (ALLOY: 6061-T6) ANGLE MAY BE USED TO MOUNT PANELS TO
TILE AS A CONTRACTORS OPTION. APPROVED ANCHORING EPDXIES ARE
CHEMLINK "M-1", SUREBOND "SB-190" OR APPROVED EQUAL.
INTERMEDIATE BUTTON ANCHORS TO BE PROVIDED FOR SS STRAPPING
AS DETAILED ON PAGE S-1. SPACING OF BUTTON ANCHORS ARE 48" OC
ALONG THE SS STRAPING. SPACING OF STRAPING IS 27" OC (EXP. C) & 24'
OC (EXP. D) FOR PRESSURE ZONE 1 AND 16" OC (EXP. C) & 12" OC (EXP. D)
FOR PRESSURE ZONE #2. PANELS ON TILE SHALL NOT BE INSTALLED IN
PRESSURE ZONE 3. ADJUST STRAPPING SPACING FOR MEAN ROOF
HEIGHT OF STRUCTURE FROM 15 FT. TO 30 FT. AS SPECIFIED ON PG. S-1.
BUTTON ANCHORS TO BE INSTALLED IN CENTER AND/OR
STRAP BRACKET TILE ROOF '
SCALE= N.T.S.
COLLECTOR HEADER 2.00" I.D.
5/32" WALL THICKNESS
COLLECTOR TUBES
0.220 I.D. WITH
0.030 WALL
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PLYWOOD SHEATHING 0
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