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Home My WebLink AboutFLORIDA SOLAR ENERGYColl ector Rating Search SGANNku •� �$ �UPiP%�I�� Instructions: Fill in as many values as FSEC Id: Company: Heliocol UA,Inc. Y M I...Show Page 1 of l LORiDA SOLAR EN-ERGY CEN'TE.R•r Creating :Frlery lrtdepe zr;te ST. LUCIE COUNTY • BUILDING DIVISION REVIEWED Fz FOR Capfi I. ' E REVIEWED BY DATE PLANS ANO PERMIT - MUST BE KEPT ON JOB OR I NO INSPECTION WILL RE MADE FSEC Collector search /' Ratings sum to select partial or full listings and click on Show Selections. Collector Type:, S..elect.Collector Type .__ ......_.... ............... s , . v Of FSEC Ceritified Collectors 01/28/2013 Click on a F$EC Number to see the full page Collector report Yhermai Thermal Collectors Glazing Absorber PeThermal Gross rformance Performante Performance Area Low tnlermediate High Thermosiphon Temperature Temperature Temperature Or ICS, Company Model FSEC Rating Rating , Rating Mai Number No 7y�e M�atGrial Coati^q S• F1 Btu/Day gtu itz Btu Oa z / / y Btu/ft Btu/Day Btu/ftz Nei Heat heliocol Polypropylene Loss Energy Coeff TC 30 USA; Inc. 00084C 0 None with UV None 29.42 25000 850 stabilization I 9700 330 0 0 Heliocol TC 40 USA, Inc. 00085C 0 Polypropylene None with UV I None stabilization 41.41 35200 850 13700 330 0 •0 Heliocol Chromagen Tempered Copper tubes USA, Inc. CA110 00093 1 low iron welded to ,Selective 25:48 24400 960 glass copper fins II 19160 750 5500 220 Hellocol Tempered Copper tubes USA, Inc. Alpha 32 00_ 2294 1 low iron welded to Selective 31.98 30900 970 glass copper fins 24200 760 7000 220 Heliocol JSA, Inc. Alpha 40 002305 1 Tempered Copper tubes low Iron welded to ' glass copper fins Selective 40.06 38500 960 30100 750 S700 22p -leliocol JSA, Inc. 1C So 97010 0 Pdlyp ropylene None with UV None stabilization 48.6 41300 850 16100 330 0 .0 leliocol 'SA, Inc. Heliocol 38 o0012C o Polypropylene None with UV None 36.66 stabilization 35100 960 12600 340 0 0 leliocol ISA, Inc. Hellocol 40 00013C 0 Polypropylene None with UV None stabilization 40.68 38900 960 24000 340 0 0 eliocol SA, Inc. Hellocol SO 98002 o Polypropylene None with UV None 48.23 46100 960 stabilization 16500 340 0 0 eliocol Sun Miser Polypropylene SA, Inc. 40 Q0917C 0 None with UV None 40.68 38.900 960 14000 340 stabilization 0 0 eliocol Sun Miser Polypropylene SA, Inc. 50 0 018 o None with UV None 48,23 4610o 960 16500 340 stabilization 0 0 Mocol 5A, Inc. Heliocol 30 0Q011C 0 Polypropylene None with UV None 19.15 27900 • stabilization 9.60 10000 340 0 0 //securedb.fsee.uef.edu/stcp/collector_search?action=search&show options=l&debu... 1/28/2013 1 I ! MEN Ined i 50LAR P00_- LNEATING.ENGINEEP,-p P, How Y1 JJ L4 ypl_. G7 gyp 6i! Vacuum ,Breaker ' ( 121,) 1 .. TO SOLAR COLLECTOR RETd�RH {COOL) FROM SOLAR i(J COLLEC•G-®R o i (WA PM) •� c ROOF SENSOR Pressure Test Kit (HQ-PTK) used here to pressure AUTO - test the system. I ; CONTROL Ball Valve Ball' Valve (HD-5210) (NC-5210) Three Way Valve (HC,-3344) NEW PLUIS9NG Cheek Valve _ EMS•➢'MG P9,.,CD14 BI ING (HC-1790) 7 >' 0 (Optional) VALVE CONTROLLER -- POOL SENSOR Instali •after this point: Chlorinator ° Heater ° Other pool accessories (optional) FILTER PUMP. '•i��• .tU. .J.:-0�: :�:;:5•i.�... '.?".::Tiy: •�,r :�•';rY4ifZ.. a•:'..•i`.�`!i,' .. , TI- :'; � . �. JU( .•O'` a^ ,�,.... 4,4 .00rt' / r... 'l< rr, R r �{ PIG 12.1 . NOTES: 1. APPLICABLE CODE: 2017 FLORIDA BUILDING CODE (6TH EDITION) & ASCE-7-10 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES. 2. BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2017 FLORIDA BUILDING CODE (6TH 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 7° 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. S. 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 2017 FI nRTnA RFSTnFNTTAI CnnF (6TH FDTTTnN) OR I ncAl_ GOVERNING CODE. ULTIMATE Vasa WIND Via WIND Vie WIND QUANTITY OF LAG EMBEDMENT WIND SPEED PRESSURES PRESSURES PRESSURES BOLTS - CLAMPS DEPTH REQ. V"a (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) 4" DIA. - (4) CLAMPS 2" ** 161-175 26.9 , -42.7 26.9 , -74.3 26.9 , -109.9 1 (4) a' 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 2017 FLORIDA BUILDING CODE. EFFECTIVE DESIGN WIND AREA IS 12.5 SF PER COLLECTOR FOR HC-50. - MINIMUM Vaw 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. RECEIVED APR 0 6 2018 ST. ILude County, Permitting _~ - - q v 3 ---Q-- ---- 3 GABLE END BUILDING HIP END 4' fd" TY . ROOF WIND AREA ZONES BUILDING ROOF O WIND AREA ZONES O / / / / O1 I I � .li,loll ail �'ill,.ull,iki li!IIiIIlllall � 3 2 2 3 2 2 HC-2 HC-2 TYPICAL COLLECTOR PITCHED ROOF LAYOUT - WIND ZONES - SCHEDULE - I Irl T-1 M AhAn T,nT/`AI Utl T!1/Y11 Pl ARM nrrrn rr% rru Cnl II c END CAP TYPICAL MULTIPLE COLLECTOR ARRAY PLAN HELIOCOL SHORT CLAMP T-0" O.C. TYP. HELIOCOL COLLECT RISER SYSTEM TYP. HELIOCOL LONG CLAMP T-0" O.C. TYP. (2) #6 HEX SCREWS-4' LENGTH TYP PER HELIOCOL CLAMP HELIOCOL SHORT CLAMP T-0" O.C. TYP. HELIOCOL COLLECTOR RISER SYSTEM TYP. HELIOCOL LONG CLAMP T-0" O.C. TYP. (2) #6 HEX SCREWS - 4' LENGTH TYP PER HELIOCOL CLAMP END CAP :LIOCOL )LLECTOR ,P :LIOCOL AMPS (2 NIMUM) 'P. CUT OUT OR REMOVE TILE TO INSTA`A , .a;FT KIT" ASSEMBLY. RE -INSTALL, RE -FILL AND RE -SEAL TILES AFFECTED WITH APPROVED ROOF MATERIALS REFER TO SCHEDULE FOR REQUIRED EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL (2) #6 HEX SCREWS - 4" LENGTH TYP PER CLAMP "UMA SOLAR" LIFT KIT TYP PER CLAMP HELIOCOL SHORT CLAMP T-0"� O.C. TYP. HELIOCOL PANEL RISER SYSTEM TYP. ' HELIOCOL LONG CLAMP 2'-0" O.C. TYP. WOOD SHEATHING " FLAT OR BARREL TILE TYP. T' 4' DIA. ST STL LAG BOLT - SEE #2 S.Y.P. WOOD SCHEDULE FOR EMBED. DEPTH ROOF TRUSS TYP. REQ. TYP. EACH CLAMP OPTIONAL FLAT TILE - BARREL TILE ROOF CLAMP TOP CONNECTION DETAIL 3 SCALE: 1"=V-0" HC-2 HELIOCOL SHORT CLAMP 2'-0" O.C. TYP. HELIOCOL COLLECTOR RISER SYSTEM TYP. HELIOCOL LONG CLAMP 2'-0" O.C. TYP. (2) #6 HEX SCREWS HELIOCOL CLAMP PER� ' F, - y P- \—WOOD ROOF V \—WOOD ROOF i ROOF ASPHALT SHINGLES - TRUSS TYP. �, TRUSS TYP. �l OR 5V METAL ROOF ROOF ASPHALT SHINGLES ROOF ASPHALT TYP. _ OR 5V METAL ROOF SHINGLES OR — WOOD SHEATHING TYP — TYP. 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. 2X PT S.Y.P. WOOD OR ALUMINUM BOLT SEE SCHEDULE TRUSSES AND NAIL WITH FOR EMBED. DEPTH 1" DIA ST STL ALL-THRD ROD UNISTRUT CONT �� FOR EMBED. DEPTH REQ. 2-16D NAIL PATTERN AT EACH REQ. TYP. EACH 4 TYP. EACH CLAMP END TO WOOD TRUSS CLAMP W/ NUT — WASHERS MAX. T-0" ALONG COLL j$0 rE EFER TO SCHEDULE FOR REQUIRED EMBEDMENT REFER TO SCHEDULE FOR REQUIRED EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL DEPTH LABELED "X" IN THIS DETAIL TYP TOP - BOTTOM ASPHALT - METAL OPTIONAL WOOD SPANNER OPTION SHINGLE CONNECTION DETAIL 4 CONNECTION DETAIL 5 SCALE: 1"=V-0" HC-2 SCALE: 1"=1'-0" HC_2 O.C.—LOCTITE ALL NUTS TYP. ALL CONNECTIONS LIMITED SPACE OPTION FOR UNALIGNED TRUSS = OPTIONAL ALL THREAD CONNECTION = -� DETAIL m Y a w W a 0 PROJECT: w w z cn LV z U � Z __o o�? �QLu emu_= Lu w cn J0'—'�� oo� I U- Q U 0 Up = af w Lu U . 0 0 DATE 1 2-12-18 DRAWN BY: JAT CHKD BY: ]AT REC. NO. # 29127 SCALE AS NOTED DRAWING # 11 II I�yl� SIGN, o FEB 12 2010 "r/m- i► ii► 0