Loading...
HomeMy WebLinkAboutSolar Panelsector Rating Search Page 1 of 1 V. FLORIDA SOLAR ENERGY CENTER" Cr�drinlr.Fr,z/� 8tsetK.`�[rbz�' ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPL1 CE Y ' i39VKWEQ BY 01'LOP7 F pAE. E C ti.'• PLANS. A PER1T MU-%T OR KTZPT ON Jos OR FSEC Collector Se NQ INiPECTION WILL SE MADE Instructions: Fill in as many values as desired to select partial or full listings and click on �� Se©�ons. FSECId: .._.-.l'e-c'----.-..__._...------ ._.-- ._............. - .....-•••.•••-•• •_•••••••••.•-.__.._._.._.__ ,-...__. Collector Type:, Collector Type Company: Heliocol USA, Inc. d; I,....$how,Selectiops,._;j I •„Shgwip,6ccel;,;,,-.I I....:ReseL;oDefault.,,,,;,� Ratings Summary Of FSEC Certified Collectors 01/28/2013 Click on a FSEC Number to see the full page Collector report. Thermal Thermal Thermal Collectors Glazing Absorber Gross Performance Performance Performance Area Low intermediate High Thermosiphon To mperature Temperature Tom re or ICS Model FSEC - Rating Rating Rating Company Nurn Number No Type Material Coating gS-' Btu/Day Btu/ft2 Btu/Day Btu H2 / Btu Da 2 / y Btu/H Net Heat Loss Energy Fleliocol USA', Inc. TC 30 00084C 0 Polypropylene None with uv None 29.42 25000 850 Coeff stabilization 9700 330 0 0 Heliocol USA, Inc. TC 40 00085C 0 Polypropylene None with Uv None 41.41 35200 850 13700 stabilization 330 0 0 Heliocol Chrombgen Tempered Copper tubes USA, Inc. CA110 00023 1 low iron welded to Selective 25,48 24400 960 19100 750 glass copper fins 5560 220 lieliocol Tempered Copper tubes USA, Inc. Alpha 32 00229C 1 low Iron welded to Selective 31.98 30900 970 24200 760 glass copper fins 7000 220 Heliocol Tempered Copper tubes USA, Inc. Alpha 40 00�305 1 low iron welded to Selective 40.06 38500 960 30100 750 glass copper fins 8700 220 Heliocol USA, Inc. TC 50 27010 0 Polypropylene None with UV None 48.6 41300 850 16100 330 stabilization 0 0 USA, Inc.Heliocol 38 00012C 0 USA, In None with Polypropylene None o e 36.63 35100 960 stabilization 12600 340 0 0 Fleliocol USA, Inc. Heliocol 40 00013C 0 Polypropylene None with uv None 40.68 38900 960 14000 - stabilization 340 0 0 lieliocol Polypropylene USA, Inc. lieliocol 50 98002 0 done with UV None 48.2.3 46100 960 16500 340 0 0 stabilization Heliocol Sun Miser Polypropylene JSA,Inc. 40 00017C 0 None with UV None 40.68 38.900 960 14000 340 0 0 stabilization leliocol Sun Miser Polypropylene o00iB JSA,Inc, 50 C 0 None with uv None 48,23 46100 960 16500 340 0 0 stabilization -leliocol 15A, Inc. Heliocol 30 00011 0 Polypropylene None with uv None 29.15 27900 9.60 10000 • stabilization 340 0 0 //securedb.fsec.ucf edu/step/coIleetor_search?action=search&show optiolis=l&debu... 1/28/2013 How to oni the swarI 4t,Yrin"C.._ to your e}'-^'" ;"Jo ,� /' /"- ,ems, pow � .. fiftr0rion system Vacuum Breaker (H C-121.) TO SOLAR RETURN �•i. ; i' I COLLECTOR FROM SOLAR 0 -P)l o_IECT®l e 7,f RM) R ROOF SENSOR Pressure Test Kit (FI C-PTK) AUTO used here to pressure CONTROL test the system. o (Optional) ' Bell Valve Ball' Valve (HO-5210) `' (HC-5210) ®��+l F-1 VALVE CONTROLLER Three Way Valve POOL SENSOR ��' (HC-3844) NEW PLUMBING Cheek Valve A EXIStING PLUMBING (HC-1790) : � Install after this point: e Chlorinator Heater HELIOCOL COLLECTOR GENE! _ - NOTES:Y- 1. APPLICABLE CODE: 2014 FLORIDA BUILDING CODE (5TH EDITION) & ASCE-7-10 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES. 2. BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2014 FLORIDA BUILDING CODE (5TH EDITION) REQUIREMENTS. ALL BOLT CAPACITIES ARE BASED ON A SOUTHERN YELLOW PINE (SYP) RESIDENTIAL WOOD ROOF TRUSS AS EMBEDMENT MATERIAL. 3. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIDENTIAL ROOFS, CONSIDERING FROM A 70 TO A MAXIMUM 27 " (2/12 TO A MAXIMUM 6/12 PITCH) ROOF IN SCHEDULE. ALL RESIDENTIAL ROOFS SHALL NOT TO EXCEED 30'-0" MEAN ROOF HEIGHT. 4. WIND TUNNEL TEST DATA FOR THIS COLLECTOR MAY BE REQUESTED THROUGH UMA SOLAR, INC. AND HAS BEEN COMPILED BY PRI CONSTRUCTION AND MATERIAL TESTING, INC. 5. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511, AND IS THE RESPONSIBILITY OF THE CONTRACTOR TO PILOT FILL ALL HOLES. 6. THIS SHEET REFLECTS STRUCTURAL CONNECTIONS ONLY. REFER TO HELIOCOL INSTALLATION MANUAL FOR ALL ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SOLAR SPECS. 7. LAG BOLTS SHALL BE ASTM A276 TYPE 304 STAINLESS STEEL UNLESS OTHERWISE NOTED. 8. ALL HELIOCOL COLLECTOR MODELS MAY BE INSTALLED PER THIS STRUCTURAL CONNECTION DRAWING. 9. PVC PIPE RISER/SPACER IS REQUIRED FOR PIPE CLAMPS WHERE PIPE ELEVATION VARIES. 10. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2014 FLORIDA RESIDENTIAL CODE 5TH EDITION) OR LOCAL GOVERNING CODE. ULTIMATE Vasa WIND Vasa WIND Vasa WIND QUANTITY OF LAG EMBEDMENT WIND SPEED PRESSURES PRESSURES PRESSURES BOLTS- CLAMPS DEPTH REQ. Vl* (MPH) ZONE 1(PSF) ZONE 2 (PSF) ZONE 3* (PSF) PER COLLECTOR 110-160 22.4 , -35.4 22.4 , -61.7 22.4 , -91.3 * (4) q' DIA. - (4) CLAMPS 2" ** 161-175 26.9 , -42.7 26.9 , -74.3 26.9 , -109.9 (4) 4' DIA. - (4) CLAMPS 3" ** - PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM SURFACES, RESPECTIVELY. - SCHEDULE REFLECTS COMPONENTS AND CLADDING (C&C) NOMINAL WIND SPEED PRESSURES WITH EXPOSURE "C", RISK CATEGORY II, ENCLOSED BUILDING AND h < 60'-0" PER ASCE 7-10 "MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" AND 2014 FLORIDA BUILDING CODE. - EFFECTIVE DESIGN WIND AREA IS 12.5 SF PER COLLECTOR FOR HC-50. -MINIMUM Vase WIND PRESSURE SHALL BE 16.0 PSF AND -16.0 PSF PER ASCE 7-10 SECTION 30.2.2. ** LAG BOLT DEPTH REQUIRED IN WOOD MEMBER SHALL EXCLUDE ANY ROOF DECKING THICKNESS. * INSTALLATION OF COLLECTORS MUST BE LOCATED IN ROOF WIND ZONE 1 AND 2. WIND ZONE 3 REQUIRES SITE SPECIFIC STRUCTURAL ENGINEER'S APPROVAL. 0 v GABLE END BUILDING HIP END q -, TYTY ROOF WIND AREA ZONES BUILDING ROOF O WIND AREA ZONES (2-)) < \ N muLwiukikm9iaiLklkmuiiwmiiwuuc� 2 C- TYPICAL COLLECTOR PITCHED ROOF LAYOUT — WIND ZONES — SCHEDULE — \J Url Tf%/`nl rl AAAnr R MTrAl Uri Tnrnl rl AAAn nr_rrn �^ rrurnl"r END CAP TYPICAL MULTIPLE COLLECTOR ARRAY PLAN SCALE. 4'=1'-0" 1261 um HELIOCOL SHORT CLAMP 2 -0 HELIOCOL SHORT CLAMP O.C. TYP. T-O' O.C. TYP. HELIOCOL COLLECTOR HELIOCOL COLLECTOR RISER SYSTEM TYP. RISER SYSTEM TYP. HELIOCOL LONG CLAMP HELIOCOL LONG T-0" O.C. TYP. CLAMP T-0" O.C. (2) #6 HEX SCREWS TYP- 4" LENGTH TYP PER O #6 HEX HELIOCOL CLAMP SCREWS-3' LENGTH TYP PER HELIOCOL CLAMP < END CAP :LIOCOL )LLECTOR ,P :LIOCOL AMPS (2 NIMUM) 'P. WOOD ROOF TRUSS TYP. i CUT OUT OR REMOVE TILE TO INSTALL FT KIT" 0-0os ASSEMBLY. RE -INSTALL, RE -FILL AND RE -SEAL TILES AFFECTED WITH APPROVED ROOF MATERIALS J REFER TO SCHEDULE FOR REQUIRED EMBEDMENT "X" Qo oqo DEPTH LABELED IN THIS DETAIL (2) #6 HEX SCREWS LENGTH TYP PER CLAMP "UMA SOLAR" LIFT KIT TYP PER CLAMP W HELIOCOL SHORT CLAMP 2'4' ; O.C. TYP. i HELIOCOL PANEL `- m RISER SYSTEM TYP. HELIOCOL - - _-- � LONG CLAMP - T-0" O.C. TYP. WOOD SHEATHING FLAT OR BARREL TILE TYP. o 4' DIA. ST STL LAG BOLT - SEE � N M Ln #2 S.Y.P. WOOD SCHEDULE FOR EMBED. DEPTH ROOF TRUSS TYP. REQ. TYP. EACH CLAMP PROJECT: OPTIONAL FLAT TILE — BARREL TILE J ROOF CLAMP TOP CONNECTION DETAIL 3 0 z c'-i, En - SCALE: 1"=V-0" HC-2 Lij z C, � Z LU J OU HELIOCOL SHORT CLAMP C) = z T-0" O.C. TYP. ¢ p HELIOCOL COLLECTOR RISER SYSTEM TYP. o o = Lu HELIOCOL LONG CLAMP Lulnl�U-N� Lu to o T-0" O.C. TYP. J J o 00 o (2) #6 HEX SCREWS ul 3: LL- - 4' LENGTH TYP PER o = b 15 HELIOCOL CLAMP - 1- u o 0 0 JSI!�'W DATE 1 7-11-17 WOOD ROOF DRAWN BY: ]AT TRUSS TYP. CHKD BY: ]AT ROOF ASPHALT REC. NO. # 29127 SHINGLES OR SCALE I AS NOTED 5V METAL ROOF TYP. 2X PT S.Y.P. WOOD OR ALUMINUM TRUSSES AND NAIL WITH 1i � FOR EMBED. DEPTH REQ. 2-16D NAIL PATTERN AT EACH REQ. TYP. EACH a DIA ST STL ALL-THRD ROD UNISTRUT CO ' TYP. EACH CLAMP END TO WOOD TRUSS CLAMP W/ NUT - WASHERS MAX. T-0" ALONG COL�LT E of REFER TO SCHEDULE FOR REQUIRED EMBEDMENT REFER TO SCHEDULE FOR REQUIRED EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL I I DEPTH LABELED "X" IN THIS DETAIL TYP TOP — BOTTOM ASPHALT — METAL OPTIONAL WOOD SPANNER OPTION 1 SHINGLE CONNECTION DETAIL 4 CONNECTION DETAIL 5 ^_2 SCALE: 1"=1'-0" HC-2 SCALE: 1"=1'-0" HC_2 ROOF ASPHALT SHINGLES OR 5V METAL ROOF TYP. WOOD SHEATHING TYP ROOF ASPHALT SHINGLES OR 5V METAL ROOF TYP. \-WOOD ROOF TRUSS TYP. WOOD SHEATHING TYP 4' DIA. ST STL LAG WOOD SHEATHING TYP 4' DIA. ST STL LAG S.Y.P. 2X4 LOCATE BETWEEN BOLT - SEE SCH. BOLT - SEE SCHEDULE FOR EMBED DEPTH O.C.-LOCTITE ALL NUTS TYP. ALL CONNECTIONS LIMITED SPACE OPTION FOR UNALIGNED TRUSS OPTIONAL ALL THREAD CONNECTION .� HD Ic DETAIL AND L Big JUL 1 1 2017