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HomeMy WebLinkAboutPOOL PAPERWORK0C- OY7 Sr LUcle COON BUILrV DING DIVISION REVIEWED FOq CO p NCE REVIEWED BY DATE PLANS AND PER IT MUST BE KEPT ON JOB OR NO IN „, p r NOW, 00 ,pgi�pp - - _ � <'.3 f �:__° " 'rs', • ; a� e system Vacuum Breaker ----(H------ _-- ) Pressure Test Kit (HC-PTK) °d here to pressure test the -system. Ball Valve (HC-5210) Three Way Valve (HC-3344) NEW PLUMBING EXIST 1]MG PLUMBING PUMP. w TO SOLAR COLLECTOR (COOL) Ball'Valve (HC-5210) � Check Valve A (HC-1790) 58Y FILTER FIG 12.1 RETUR1\1 FROM SOLAR COLLECTOR (WARM) ROOFSENSOR AUTO k CONTROL 0 (Optional) VALVE CONTROLLER POOL SENSOR Install after this point: Chlorinator Heater Other pool accessories (optional) BY ;ie County i W W 7D CERTIFIED SOLAR THERMAL COLLECTOR FSEC SUPPLIER: MODEL: Heriocol 50 HelloScot USA, THERMAL Unglazed Flat Plate 950 Lana COLLECTOR Altamonte Springs, FL 32714 USA TYPE: www.heliocol.com CERTIFICATION #: 98002 Odginal February 02, 2009 Certification: Expiration Date: February 02, 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 Btuffe) distributed over a 10 hour period. COLLECTOR THERMAL. PERFORMANCE RATING (Collector Tested per ASHRAE 96) lGowatt-hours (thermal) Per m? Per Day Thousands of Btu Per Re Per Day Category Inlet Low 30'C I Intermediate 50'C High 1001C Category Inlet Low 86'F Intermediate 122'F High 212'F ENERGY OUTPUT 3.0 1.1 0.0 ENERGY OUTPUT 1.0 0.3 0.0 COLLECTOR SPECIFICATIONS Gross Area: 4A88 m' 48.30 ft2 Dry Weight: 11 kg 24lb Net Aperture Area: 4A81 m' 48.23 ft' Fluid Capacity: 14.4 Titer 3.8 gal Absorber Area: 4.488 m' 48.30 ft' Test Pressure: 1103 kPa 160 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 WIne rl= 0.837-18.440(PIG) - 50.690(P-IG) IP UNITS: Wind speed (u) < 3 mph, Temperature (Ti —Ta) in'F, Radiation (G) in Btulhr-ft' q= 0.837 - 3.250(PIG) - 4.959(P2/G) LAM Coefficient 1 - 0.11 Test Fluid: Test Mass Flow Rate: kg/(s m') Ibl(hr It') REVgEWED FOR (4.3 hr l Ea era a C®®E COMPLIANCE BOCC Technical Director Print Date: June, 2019 © 2014 University of Central Florida. muzzow FSECIUCF ♦ 1679 Clearlake Road 1 Cocoa, Florida 32922 ♦ (321) 638-1426 ♦ Fax (321) 638-1010 ♦ www.fsec.ucf.edu Page I of I . I % 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 " (2I12 TO A MAXIMUM 6112 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 ASTMA276 TYPE 304 STAINLESS STEEL UNLESS OTHERWISE NOTED. 8. ALL HELIOCOL COLLECTOR MODELS MAY BE INSTALLED PER THIS STRUCTURAL CONNECTION DRAWING. 9. PVC PIPE RISERISPACER IS REQUIRED FOR PIPE CLAMPS WHERE PIPE ELEVATION VARIES. 10, CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALEDPER2017 R ORTDA RFSTDFNTTAI- CODE (6TH EDHTONI OR LOCAL GOVERNING CODE. ULTIMATE V"m WIND V,m WIND Vm WIND QUANTITY OF LAG EMBEDMENT WINDSPEED PRESSURES PRESSURES PRESSURES BOLTS - CLAMPS DEPTH RE Q. VA (MPH) ZONE 1(PSF) ZONE 2 (PSF) ZONE 3* (PSF) PER COLLECTOR 110-160 22.4, 35.4 2M , -61.7 22.4 , -913 (4) q" DIA. - (4) CLAMPS 161-175 26.9 , -42.7 26.9 , -74.3 26.9 ,-109.9* (4) q" 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 N < 60'-0" PER ASCE 7-10 °MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" AND 2017 FLORIDA BUILDING CODE. - EFFECTNE DESIGN WIND AREA IS 12.5 SF PER COLLECTOR FOR HC-50. ' - MINIMUM Vim+ WIND PRESSURE SHALL BE.I6.0 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. T— GABLE END BUILDING ROOF WIND AREA ZONES , ( 0 v HIP END �— BUILDING ROOF WIND AREA (D / ZONES / 2 -- r � HELIOCOL CLAMPS TYPICAL HELIOCOL CLAMP. REFER TO SCHEDULE (2 MINIMUM) TYP, FOR BOLT SIZE PER DETAIL THIS SHEET END CAP J TYPICAL MULTIPLE COLLECTOR ARRAY PLAN - SCALE: REVIEWED FOR. OPODE COMPLIANCE ST. LUCIE COURT B QII HELIOCOL SHORT CLAMP 2'4" -J�OCC O.C. TYP. HELIOCOL COLLECTOR RISER SYSTEM TYP. HELIOCOL LONG CLAMP 2'-0" O.C. TYP. (2) #6 HEX SCREWS - 4" LENGTH TYP PER HELIOCOL CLAMP 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 - 4Z" LENGTH TYP PER HELIOCOL CLAMP ���1MFa 4 RGCo—OO9 �VN O �peQsh CUT OUT OR REMOVE TILE TO INSTALL "LIFT KIT" ASSEMBLY. RE INSTALL' RE -FILL AND RE SEAL TILT veto coJ� REFER TO SCTED WITH DULEROV D ROOF MATERIALS EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL END CAP LENGTH TYP PER CLAMP "UMA SOLAR" LIFT IGT TYP PER CLAMP HELIOCOL SHORT CLAMP 2'-O" HELIOCOL O.C. TYP. COLLECTOR HELIOCOL PANEL TYP-. RISER SYSTEM TYP. - HELIOCOL � LONG CLAMP ' T-0" O.C. : s ND HELIOCOL CLAMPS (2 MINIMUM) TYR WOOD ROOF WOOD SHEATHING - FLAT OR BARREL TILE TYP. K \—y" 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 DETAILr3'**-\ 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 — q" LENGTH TYP PER' HELIOCOL CLAMP I `ROOF ASPHALT SHINGLES \ TRUSS TYP. - ORSV METALROOF ` ROOFASPHALT SHINGLES TYP.. OR 5V METAL ROOF WOOD SHEATHING TYP TYP J WOOD ROOF TRUSS TYP. WOOD SHEATHING TYP y" DIA. Si 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 `WOOD ROOF TRUSS TYP. ROOF ASPHALT SHINGLES OR 5V METAL ROOF TYP. 2X PT S.Y.P. WOOD OR ALUMINUM TRUSSES AND NAIL WITH '" DIA 5T STL ALL-THRD ROD J UNISTRUT CO T.�� FOR EMBED. DEPTH REQ. 2-16D NAIL PATTERN AT EACH REQ'. TYP. EACH 4 CLAMP W/ NUT - WASHERS MAX. 3--0" ALONG COL B TYP. EACH CLAMP END TO WOOD TRUSS , REFER TO SCHEDULE FOR REQUIRED EMBEDMENT REFER TO SCHEDULE FOR REQUIRED EMBEDMENT HC-2 HC 2 DEPTH LABELED "X" IN THIS DETAIL DEPTH LABELED "X" IN THIS DETAIL TYPICAL COLLECTOR PITCHED ROOF TYP TOP - BOTTOM ASPHALT - METAL OPTIONAL WOOD SPANNER OPTION LAYOUT - WIND ZONES - SCHEDULE - PL_ANri SHINGLE CONNECTION DETAIL CONNECTION DETAIL 5 391: HC-2 SCALE: 1"=1'-0" HG2 SCALE: 1"=1'-U" HC-2 O.C: LOCTITE ALL NUTS TYP, ALL CONNECTIONS LIMITED SPACE OPTION FOR UNALIGNED TRUSS OPTIONAL ALL THREAD CONNECTION DETAIL SCANNED r4l St. Lucie I PROJECT: � w o=z En U U Z w g Z ce 0U nx Z aNx r;5¢� 0 lL x � ce lNL H J oO w � �Him J�tL ¢U O = � w w v o 0 0 ce xa¢aa Am a ,)