HomeMy WebLinkAboutFSEC PAPERWORKa FSECm
3
CERTIFIED SOLAR THERMAL COLLECTOR
SUPPLIER
MODEL:
HFTec14150-12
SOW Itfdronics Corp.
THERMAL
Unglazed Fiat Plate
1423 Gurm Higiavay
COLLECTOR
Odessa, FL 33556 USA
Y
TYPE:
.thefaveredgav
CERTIFICATION M.
96022C
Original
October 01. 2009
Ceftficadorc
Expiration_Dalw
October 01. 2029
This solar collector was evaluated by the Florida Solar. Energy Center (FSEC) in accordance with prescribed melhods end was found W meet the minimum
standards estabrshed by FSEC. This evaluation wasbased on solar colfedortests performed by an FSEC.appmved laboratory. The PmPose of the testa is m
vedly initial performance conditions and 4uaW of consimgion only The resulting ccrefication's W a guarantee of long tern performance or durability.
This collector has been rated for energy output on measured performance and an assumed standard day. Total solar energy avallable for the standard day m
5045 WaniwurW(1600 Stuff) distributed over a 10 her period,
COLLECTOR THERMAL PERFORMANCE RATING (collector Tested per ASHRAE 98)
KOowaC-bouts McOnao Per Panel Par ON
Tlmtwrrds d�I PV Peimei PazDaY
Category
lalet
Lrw
30'C
Intermediate -
50°C
High
100°C
Category
INet
Lory
85'F
Intermediate
122°F
High
217E
ENERGY
OUTPUT
13.4
I
5.6
0.0
ENERGY
OUTPUT
45.6
16.7
0.0
SI UMCS.-
45.60 ft' WyW
46.60 it' Fluid
45.60 f? Test P
r-
-
Ta)
Wind speed (U) 4 15 m%
n=0.8
Wind speed (u) < 3 mph, T
414
m'C, Radiation (G) in W/r'
m'F, Radiation (G) in Badhr4f
60
IAM Ckrdrffi1t
1'+0A6
Test Fkft
TestMass Row,Reta
I kgl(s m°) INQrftz)
Tedudcal Director Print Date: April. 2015
0 2014 University of Central Florida.
FSECIUCF ♦ 1679 Ciearlake Road ♦ Cocoa, Florida 32922 ♦ (321) 638-1426 ♦ Fax (321) 636-1010 ♦ vmnv fsee.ucf.edu
Pa nn 1 of 1
IZ,
TOP HEADER
OR 12'
SOLAR
PANELS
PANEL (TYP.)
RUBBER COUPLING
UPPER HOLD DOWN CLAMP
(SEE DETAIL A) (2 PER PANEL MIN.)
NOT > 48" CTC, NOT < 16" CTC
DISTANCE DECREASES FOR COLLECTOR COUPLING
ARRAYS ENCROACHING IN PRESSURE HOSE CONNECTOR
ZONE 2 AND/OR 3
(2) NO. 14 x 2" MIN SS HEX
ASHER HEAD OR SHEET
METAL SCREW PER MOUNT
N "A" LOCATION INTO PLYWOOD
- SHEATHING OR ONE SCREW
°D WITH FULL EMBEDMENT IN
RAFTER OR TRUSS
1" DIA SS —"
FENDER WASHER
PER SCREW
MAR 0 R 2018
permitting Department
COLLECTOR HEADEW2.V0gb°Cnty
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COLLECTOR TUBES
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EXISTING ROOFING
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MINIMUM 1/2" O.S.B. OR 1/2" COX
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OD SHEATHING ESIGN OF
PLYWDETAIL A
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SHEATHING BY OTHERS)
SCALE- N.T.S.
OEM PVC ANCHOR
1/2" PLASTIC COATED 316 BUTTON OR 16 GA. 7/8" X
STAINLESS STELL STRAPPING 112" SS ANGLE (1 1/8"
.048" THICK, 670 LB BREAK NO.14 x 3" MIN SS HEX LONG) SLOTTED LEG FOR
;IN
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STRENGTH WASHER HEAD OR SHEET STRAP INSTALLATION
C
METAL PER (TYP.) 50" CTC MAX.
SCREW
ANCHOR LOCATION
ROOFING (EXISTING)
MINIMUM 112" O.S.B. OR 1/2" CDX
CONTINUOUS \ PLYWOOD SHEATHING (DESIGN OF
SS
RAP TRUSSES OR RAFTER \ SHEATHING BY OTHERS)
1/2" PLASTIC COATED 316
STAINLESS STELL STRAPPING
c`I
.048" THICK, 670 LB BREAK
N _
STRENGTH
m
L BOTTOM HEADER
(SEE DETAIL B)
PANELS
SCALE= N.T.S. n (J E
TRUSSES OR
N
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR C P ICE
REVIEWED BY
PLANS AND P MIT
AUST BE KEPT ON JOB OR
INSPECTION WILL BE MADE
ATTACHMENT HARDWARE
NOTE: CONTRACTOR TO USE OEM ATTACHMENT PARTS ONLY
MOUNT A - (2) NO.14 x 2" MIN
SS HEX WASHER HEAD OR
SHEET METAL SCREW PER
ANCHOR LOCATION
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. ROOF ANGLE: 0" TO 45"
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".
8. NO USE IN PRESSURE ZONE 3 IN HVHZ
L HAVE
DETAIL B ANCHORING EMBEDMENT NTRU SOREWS LRAF ER
SCALE- N.T.S. MAX. 50" CTC MAX. ALONG STRAP
N0.14 x 3" MIN SS HEX
WASHER HEAD OR SHEET
METAL SCREW PER ANGLE OR
PVC BUTTON ANCHOR LOCATION
ROOFING (EXISTING)
MINIMUM 1/2" O.S.B. OR 1/2" CDX
I ` I PLYWOOD SHEATHING (DESIGN OF
/N SHEATHING BY OTHERS)
DETAIL C ANCHORING SCREWS SHALL HAVE
SCALE- N.T.S. EMBEDMENT IN TRUSS OR RAFTER
MAX. 50" CTC MAX. ALONG STRAP
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INSTALL A 3/8' S.S. MACHINE
SCREW THROUGH TUBE INTO
TOP OF S-5 CLAMP 1
1' SO. X 1/8' ALUM. TUBE
(6061-T6)
'S-5' ALUM. CLAMP
INSTALL A MIN. OF (2)
3/8" BULLET NOSE STAINLESS
STEEL SET SCREWS TO STANDING
SEAM
STANDING SEAM METAL ROOF CONNECTION ASSEMBLY
SCALE= N.T.S.
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 1' SQ. X 1/8' SQUARE ALUM. TUBING TRACKS FOR SOLAR PANEL
ANCHORAGE OVER 'S-5' ALUMINUM CLAMP (6061-T6 ALLOY) AS MANUFACTURED BY 'DYNAMIC
FASTENERI 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
DADAI I CI Tn DI DJ nC DAUM I
Ol VACUUM RELIEF
2® THERMDMETER
® SENSOR
OM BALL VALVE
OCHECK VALVE
O6 3-WAY VALVE
WATER SENSOR
OB FILTER
09 PUMP
10� AUXILLARY HEATER
I1� AUTOMATIC CONTROL
■ OPTIONAL COMPONENTS
IM POOL
GENERAL NOTE, r COMPONENTS ARE OPTIONAL
TYP. PL.UMBM SCHEMATIC
SGUF: NTS
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.
N"
0)
NOTES:
1.
CONTRACTOR IS ENCOURAGED TO INSTALL SYSTEM IN PRESSURE ZONE 1.
IF PART OF SYSTEM MUST ENCROACH INTO PRESSURE ZONE 2 OR 3,
V,
ANCHORING SHALL BE ADJUSTED AS PER SPECIFICATIONS HEREIN.
CONTRACTOR SHALL ATTACH COLLECTOR ARRAY WITH OEM HARDWARE
h
h
AND STRAPPING. CONTRACTOR MUST BE CAREFUL TO "CENTER" ANCHORS
SO SCREWS ARE INSTALLED INTO THE CENTER OF THE TRUSS TOP CHORD
m
OR RAFTER BELOW. AN APPROVED ALTERNATIVE WOULD BE CONTRACTOR
o
z
INSTALLED NOMINAL 2"X4" SOUTHERN_PINE #2 BLOCKING BETWEEN
TRUSSES OR RAFTERS AT SCREW LOCATION, CENTERED ON SCREW.
a a
BLOCKING SHALL BE CONNECTED TO TRUSS OR RAFTER WITH SIMPSON
9
A34 OR A23 ON EACH FACE OF BLOCKING (2 CONNECTORS PER
Flat Roof Hip Roof CP<R527"1
a
a
D D o
H
CONNECTION TO TRUSS OR RAFTER).
2.
CONTRACTOR SHALL ADHERE TO REQUIREMENT OF FBC CHAPTER 15
gb '
(ROOFING) AND BEST PRACTICES OF NRCA ROOFING & WATERPROOFING
MANUAL TO ENSURE THE SOLAR INSTALLATION DOES NOT CAUSE ROOF
LEAKS AT INITIAL INSTALLATION OR'AS THE SYSTEM "AGES".684
h
h
3.
AS LONG AS CONNECTOR SPACING AND NUMBERS ARE NOT REDCUED THE
a
e
CONTRACTOR MAY USE A SUBSTRATE OR ALUMINUM MOUNTING FRAME,
y
"
"SANDWICHED" BETWEEN THE COLLECTOR AND ROOF ON FLUSH MOUNT
{$
INSTALLATIONS ONLY.
4.
OEM STRONGLY RECOMMENDS AGAINST CLAMPS ON THE BOTTOM HEADER.
If
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r
5.
SOLAR UNITS INSTALLED PER THIS PLAN SHALL NOT FORM PART OF THE
Gable Roof fe57°1 Gable Roof l7"<9545"1
BUILDING ENVELOPE (I.E. WINDOW, DOOR). SOLAR UNITS SHALL BE
Imeeor Zones End Zones Comer Zones
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MOUNTED ABOVE ROOF SURFACE LIKE A A/C CONDENSER. THEREFORE
�..µ".:a.. ""•m. b .m."
NOT REQUIRING A PRESSURE RATING (I.E. WINDOWS, DOORS). SOLAR
t€% dr30
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 10 PERCENT OF THE LEAST HORIZONTAL DIMENSION OR .4h,
COMPONENTS OF WIND PRESSURE DECOUPLE, E.G. THE ROOF RESISTS THE ' WHICHEVER IS LESS, BUT NOT LESS THAN EITHER 4i of LEAST
INTERNAL WIND PRESSURES AND THE SOLAR UNITS RESIST THE EXTERNAL 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 THEIRCONCEA[EGF,,----N 50RATTACHIdENiS � ,' �1 a
LISTING AND RATINGS.
ARE lHE RESPONSIBILITY OF THE
1" CIA SS
FENDER WASHER CONTRACTOR OF RECORD
PROVIDE 114" STAINLESS STEEL TAPCON SCREWS
OF ADEQUATE LENGTH TO SECURE BRACKET TO
CEMENT TILE DRILL HOLE THRU CONC. TILE ONLY
(NOT INTO ROOF MEMBRANE) AND INSTALL TAPCON COLLECTOR HEADER 2.00" I.D.
5/32" WALL THICKNESS
SO AS NOT TO BREAK TILES. \ \
NOTE: \\
AFPU 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 3"xl"xt/8"
ALUMINUM (ALLOY: 6081-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 2T' 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 CROWN OF TILE.
STRAP BRACKET TILE
ROOF
SCALE= N.T.S.
y COLLECTOR TUBES
0.220 I.D. WITH
0.030 WALL
CONC. BARREL/FLATTILE
\ MINIMUM 1/2" O.S.B. OR
PLYWOOD SHEATHING
RAFTER
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