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HomeMy WebLinkAboutBuilding Plans9 8 7 6 5 4 3 2 1 A B c 0 E F 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 f31S40'�,519{1 Page I of I gR�ts IfFt�RAlAdi4i8 DATe f111/2r317 DROVI N BY'. MLET . Z-102 RECEIVED SEP 3 0 2020 Permitting Department St. Lucie County ST. L.UCIE COUNTY BUILDING DIVISION RRVI WED FOR complahaa REVIEWID I3Y DA'M s. MIJOT AIR KEPT ON JON OR _ Mai SIN P.L N ftL AM MAbE r ij -4 id eT q; L11 Z-102