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HomeMy WebLinkAboutSOLAR POOL HEATING SYSTEMCERTIFIED SOLAR THERMAL COLLECTOR FSEC SUPPLIER: MODEL: HITec4x`I0 Solar U gla ed Flat Plate GynnHiighway COLLEMAL CTOR Odessa, FL 33556 USA TYPE: www.theleveredge.com CERTIFICATION #: 00258C Original October 01, 2009 Certification: Expiration Date: October 01, 2029 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 an measured performance and an assumed standard day. Total solar energy available for the standard day Is 5045 Watt-hour/m2 (1600 Btulft2) distributed over a 10 hour period. COLLECTOR THERMAL PERFORMANCE RATING (Collector Tested per ASHRAE 96) Kilowatt-hours (thermal) Per 0 Per Day Thousands of Btu Per f 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 3.1 I 1.3 I 0.0 ENERGY OUTPUT 1.0 0.4 0.0 COLLECTOR SPECIFICATIONS Gress Area: 3.534 m' 38.03 ft' Dry Weight: 8 kg 18lb Net Aperture Area: 3.530 m' 38.00 ft' Fluid Capacity: 9.5 liter 2.5 gal Absorber Area: 3.534 m' 38.03 it' 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 m/s, Temperature (Ti—To) in °C, Radiation (G) in W/m' q= 0.843 - 16.240(P/G) - 64.590(P'/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(P2IG) IAM Coefficient 1 10.08 Test Fluid: Test Mass Flow Rate: kg/(s m') Ib/(hr ft') REMARKS: SCANNED BY St. Lucie County R E ISr'OtAILIAgics 001 CIE C®IJmv ST• �- 13000 Ah,6 Technical Director Print Date: October, 2019 02014 University of Central Florida. FSEC/UCF ♦ 1679 Clearlake Road ♦ Cocoa, Florida 32922 ♦ (321) 638-1426 ♦ Fax (321) 638-1010 ♦ www.fsec.ucf.edu Page 1 of 1 FSEC- CERTIFIED SOLAR THERMAL COLLECTOR SUPPLIER: MODEL: HiTec 4x12 HT-412 Solar Hydronim Corp. THERMAL Unglazed Flat Plate 1423 Gunn Highway COLLECTOR Odessa, FL 33556 USA TYPE: www.theleveredge.com CERTIFICATION #: 00259C Original October 01, 2009 Cedification: Expiration Date: October 01, 2029 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/m' (1600 Btulfl') distributed over a 10 hour period. COLLECTOR THERMAL PERFORMANCE RATING (Collector Tested per ASHRAE 96) Kilowatt-hours (thermal) Perm' Per Day Thousands of Btu Per fe Per Day Category Inlet Low 30'C Intermediate 50°C High 100°C Category Inlet Low 86'F Intermediate 1227 High 212°F ENERGY OUTPUT 3.2 1.3 0.0 ENERGY OUTPUT 1.0 0.4 0.0 COLLECTOR SPECIFICATIONS Gross Area: 4.236 m' 45.60 ft- Dry Weight: 10 kg 21 lb Net Aperture Area: 4.236 m' 45.60 ft' Fluid Capacity: 11.4 liter 3.0 gal Absorber Area: 4.236 m' 45.60 ft' 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 m/s. Temperature (TI—Ta) in °C, Radiation (G) in W/m2 0= 0.843-16.240(P/G) - 64.590(P2/G) IF UNITS: Wind speed (u) < 3 mph, Temperature (Ti —Ta) in'F, Radiation (G) In Btu/hr-ft' q= 0.843 - 2.862(P/G) - 6.319(P2/G) IAM Coefficient 1 + 0.08 Test Fluid: Test Mass Flow Rate: kg/(s m') Ib/(hr ft') REMARKS: REdIEWE® FOR CcOO�UO®E COMPLIANCE 07 pp BOCC A& Technical Director Print Date: October, 2019 © 2014 University of Central Florida. low FSEC/UCF ♦ 1679 Clearlake Road ♦ Cocoa, Florida 32922 ♦ (321) 638-1426 ♦ Fax (321) 638-1010 • wvrw.fsec.ucf.edu Page 1 of 1 TOP HEADER RUBBER COUPLING UPPER HOLD DOWN CLAMP — OR 12' \ (SEE DETAIL A) (2 PER PANEL MIN.) SOLAR PANELS NOT > 48" CTC, NOT < 16" CTC PANEL (TYP.) L- BOTTOM HEADER L (SEE DETAILS) ATTACHMENT HARDWARE DISTANCE DECREASES FOR COLLECTOR COUPLING ARRAYS ENCROACHING IN PRESSURE HOSE CONNECTOR — ZONE 2 AND/OR 3 E:d(2) NO. 14 x 2" MIN SS HEX —WASHER HEAD OR SHEET ; METAL SCREW PER MOUNT "A"LOCATION INTO PLYWOOD SHEATHING OR ONE SCREW WITH FULL EMBEDMENT IN RAFTER OR TRUSS 0 w • COLLECTOR HEADER 2.00" 1. D. $ p0 COLLECTOR TUBES N N o y�vi z N e 8 �— EXISTING ROOFING �_7�J %0//i%W w o: 1" DIA SS FENDER WASHER MINIMUM 1/2" O.S.B. OR 1/2" CDX PER SCREW PLYWOOD SHEATHING (DESIGN OF DETAIL A SHEATHING BY OTHERS) ' SCALE- N.T.S. OEM PVC ANCHOR BUTTON OR 16 GA. 7/8" X In 1/2" PLASTIC COATED 316 112" SS ANGLE (1 1/6" STAINLESS STELL STRAPPING NO.14 x 3" MIN SS HEX LONG) SLOTTED LEG FOR THICK 670 LB BREAK SIN .048" STRAP INSTALLATION WASHER HEAD OR SHEET . C O) w STRENGTH METAL SCREW PER (TYP•) 50" CTC MAX. ANCHOR LOCATION ROOFING (EXISTING) 0) MINIMUM 112" O.S.B. OR 1/2" CDX PLYWOOD SHEATHING (DESIGN OF CONTINUOUS I / \ I SHEATHING BY OTHERS) SSS RAP TRUSSES OR RAFTER VL ANCHORING SCREWS SHALL HAVE D ETAI L B EMBEDMENT IN TRUSS OR RAFTER 1/2" PLASTIC COATED 316 SCALE-- N.T.S. MAX. 50" CTC MAX. ALONG STRAP STAINLESS STELL STRAPPING NO.14 x 3" MIN SS HEX N .048"THICK, 670 LB BREAK WASHER HEAD OR SHEET tp _ STRENGTH METAL SCREW PER ANGLE OR CO PVC BUTTON ANCHOR LOCATION 9fAz - - ROOFING (EXISTING) PANELS SCALE- N.T.S. 1-3 I( I ' ' 1 �f1 •Y S I ; ��,u• f t / TRUSSES OR ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR O P;PENCE REVIEWED BY DATE PLANS AND PERMIT �— MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE STtiv[-vIt 4 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 8 D (SEE NOTE 07) 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". B. NO USE IN PRESSURE ZONE 3 IN HVHZ VN VN 11 DETAIL C SCALE- KT.S. SCANNED BY St. Lucie County SEP 3 0 2019 ST. Lucie County, PennittinD (ctV I _01[0� NOT AND 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. 50" CTC MAX. ALONG STRAP JD WRHOUf THE BLUE INK SIGNATURE E ORIGINAL SEAL OF A FLORIDA LICENSED bI PULLED TRHISUPLAAN.A rr B R P 9N FILE. VxSE � Q9•'? �vi8 I*S(dITiFPP F�1�106 W n ui jz� S LL§m I- <UN In i=C Z w�ta I' N 0 0 O 1— LL Of OLU f aQ Q= Op Oa QO F- N Z ante. rnaTDArTna Tn I ICF nFM ATTACHMENT PARTS ONLY INSTALL A 3/6' S.S. MACHINE SCREW THROUGH TUBE INTO TOP OF S-5 CLAMP 1 4 1' SQ. X 1/8' ALUM. TUBE (6061-T6) .I 'S-5' ALUM. CLAMP 2" 1' /2' (6061-T6) 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' SO. X 1/8' SQUARE ALUM. TUBING TRACKS FOR SOLAR PANEL ANCHORAGE OVER 'S-5' ALUMINUM CLAMP (6061-T6 ALLOY) AS MANUFACTURED BY 'DYNAMIC FASTENER') 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 GAGA, In m G„M Ar DATUM 1 U VACUUM RELIEF 2® THERMOMETER 3® SENSOR 04 BALL VALVE OS CHECK VALVE 06 3—WAY VALVE 7® WATER SENSOR OB FILTER 09 PUMP I0� AUXILLARY HEATER III AUTOMATIC CONTROL ■ OPTIONAL COMPONENTS 7M POOL GENERAL NOTE, N COMPONENTS ARE OPTIONAL TYP. PLUIM]BM SCFEMATIC eWE 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. 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 AND STRAPPING. CONTRACTOR MUST BE CAREFUL TO "CENTER" ANCHORS SO SCREWS ARE INSTALLED INTO THE CENTER OF THE TRUSS TOP CHORD OR RAFTER BELOW. AN APPROVED ALTERNATIVE WOULD BE CONTRACTOR INSTALLED NOMINAL 2"X4" SOUTHERN PINE #2 BLOCKING BETWEEN TRUSSES OR RAFTERS AT SCREW LOCATION, CENTERED ON SCREW. BLOCKING SHALL BE CONNECTED TO TRUSS OR RAFTER WITH SIMPSON A34 OR A23 ON EACH FACE OF BLOCKING (2 CONNECTORS PER CONNECTION TO TRUSS OR RAFTER). 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 LEAKS AT INITIAL INSTALLATION OR AS THE SYSTEM "AGES". 3. AS LONG AS CONNECTOR SPACING AND NUMBERS ARE NOT REDCUED THE CONTRACTOR MAY USE A SUBSTRATE OR ALUMINUM MOUNTING FRAME, "SANDWICHED" BETWEEN THE COLLECTOR AND ROOF ON FLUSH MOUNT INSTALLATIONS ONLY. 4. OEM STRONGLY RECOMMENDS AGAINST CLAMPS ON THE BOTTOM HEADER. 5. SOLAR UNITS INSTALLED PER THIS PLAN SHALL NOT FORM PART OF THE BUILDING ENVELOPE (I.E. WINDOW, DOOR). SOLAR UNITS SHALL BE 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 PROVIDE PRESSURE EQUALIZATION BETWEEN THE ROOF SURFACE AND THE BACK OF THE SOLAR UNITS. THIS RESULTS IN NO SIGNIFICANT CHANGES IN THE LOADS ON THE ROOF FRAMING FOR A PARALLEL MOUNT AND MODEST CHANGES IF TILT UP. HOWEVER THE INTERNAL AND EXTERNAL COMPONENTS OF WIND PRESSURE DECOUPLE, E.G. THE ROOF RESISTS THEO: INTERNAL WIND PRESSURES AND THE SOLAR UNITS RESIST THE EXTERNAL WIND PRESSURES. THE EXTERNAL WIND FORCES ARE THEN h TRANSFERRED TO THE ROOF FRAMING THROUGH THE SOLAR ATTACHMENT HARDWARE. 0: 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 PROVIDE 1/4" 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 SO AS NOT TO BREAK TILES. NOTE: APFL7 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"x1"xl/B" 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 CROWN OF TILE. �2E[V.Ma Hp Roof (70< 0 5 2701 Gable Roof (B 5 7"1 Gable Roof (7"< B 545"1 ❑ Interior Zones ® End Zones ■ Comer Zones m�, no",.m.zwm.ws w.•u.0 PRESSURE ZONE NOTES NTS PRESSURE ZONE NOTES 10 PERCENT OF THE LEAST HORIZONTAL DIMENSION OR .4h, WHICHEVER IS LESS, BUT NOT LESS THAN EITHER 49 OF LEAST HORIZONTAL DIMENSION OR 3 FT. MEAN ROOF HEIGHT, IN FEET, EXCEPT THAT EAVE HEIGHT SHALL BE USED FOR ROOF ANGLES < THAN 10 DEGREES. ANGLE OF PLANE OF ROOF FROM HORIZONTAL, IN DEGREES. STRAP BRACKET TILE ROOF SCALE= N.T.S. REVIEWED FOR (CODE COMPLIANCE ST" LUCIE COUNTY BOCC COLLECTOR HEADER 2.00" I.D. R;y 5/32" WALL THICKNESS r COLLECTOR TUBES 0 0.220 I.D. WITH 0.030 WALL i CONIC. BARREL/FLAT TILE MINIMUM 1/2" O.S.B. OR PLYWOOD SHEATHING RAFTER UGINAL PAPER COPY BE 11SED-RCR PLANS N V♦ A r W mw D mQ 3 zop ZZ m QUA U3 VFj=C Z co O 04 fY y J a)) 4 LLOL OJ 00 ZO ME IL O 2 U Z 4 J firm