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Home My WebLink AboutAPPROVED 2021 Pool Prints (1)A B C D E F A B C D E F 9 57 3||||8 46 2 1|||| DATE: 01/24/17 3:46 PM 2-LDR-PP Rev. 1.5.21 Climatic Solar is the only authorized contractor permitted to use this plan set as a master filing. Unauthorized use prohibited. This Digital PDF plan set has been electronically signed by John Alger, P.E on the date shown. The cover page seals all subsequent pages. As such, printed copies are not considered signed and all SHA-1 authentication code must be verified on any electronic copy. This plan set is good thru 12/31/2023 or until the building code is revised. Page A-101 A-102 P-101 S-101 Z-101 Z-102 Title Cover page Wind Load Calcs Plumbing Strapping locations Cut sheets FSEC Content Site plan, index, notes Developed chart for 2020 FBC Table R301.2(2) Roof Pressures System schematics Strapping for standard and for HVHZ locations, attachment Solar Hydronics products (Nuvis) Certifications table for Solar Hydronics products Rev Date 00/00 00/00 00/00 00/00 00/00 00/00 Notes 1 1 1 2 2 2 APPLICABLE CODES, STANDARDS and CERTIFICATIONS 2020 (7th edition) Florida Building Code Residential, specifically chapter 23, Solar thermal energy systems ASCE 7-16 Minimum Design Loads for Buildings and Other Structures NSA/ANSI50 - Equipment for Swimming Pools, Spas, Hot Tubs, and other Recreational Water Facilities Florida Statute Section 377.705 requiring FSEC or approved certifications FSEC 104-10 “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 2020 FBC Table R 301.2(2) Components & Cladding simplified method. 2. Wind force estimates are collector area dependent. The table provided on p2 was developed using the smaller area of the 4x8 pool panel giving slightly higher pressures for the larger panels. This complies with FBC 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 2020 FBC 7th Ed Residential and referencing equations 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 Certifying Solar Thermal Collectors” 4. The Solar Pool Panels installed per these drawings are for the Solar Hydronics products under the brand names of Hi-Tec, iSwim, Nuvis, and SwimMaster. 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. 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 7th Ed. (2020) Residential as well as FSEC 104-10 plus any other local AHJ require- ments. HOW TO USE TABLES & FIGURES Page A-102: 1. Determine wind zones on roof from figure. “a” is 4 ft. in all cases. 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. Multiply values by the appropriate adjustment factor for exposure and mean roof height 7. 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 ENGINEER:JOHN ALGER4105 SAINT JOHN’S PARKWAY SANFORD, FL 32771 PH 800-929-3919 X1411 jalger@theleveredge.com State License # 74730 DRAWN BY: JOHN ALGER, PE PROVIDER: THE LEVEREDGE 1423 Gunn Highway Odessa, FL 33556 813-403-5100 Certificate of Authorization #: 31930 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 This digital PDF plan set has been electronically signed by John Alger, P.E. on the date shown using Identrust. Printed copies are not considered signed and sealed and all SHA-1 authentication code must be verified on any electronic copy. The sealed page seals all subsequent pages of the plan set. A-102 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 lbs 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. DATE: 01/24/17 3:46 PM 2-LDR-PP Rev. 11/17/2020 ENGINEER:JOHN ALGER4105 SAINT JOHN’S PARKWAY SANFORD, FL 32771 PH 800-929-3919 X1411 jalger@theleveredge.com State License # 74730 DRAWN BY: JOHN ALGER, PE PROVIDER: THE LEVEREDGE 1423 Gunn Highway Odessa, FL 33556 813-403-5100 Certificate of Authorization #: 31930 Reprinted from Florida Building Code 6th Edition (2017) Residential. Table R301.2(2) interpolated to effective area of 21sq ft module or collector all number are PSF Component and Cladding loads for a building with a Mean Roof height of 30ft located in exposure B ( ASD) (psf) and for Gable Roofs Gable Roof 130 140 150 160 170 175 Roof Pitch Zone down up down up down up down up down up down up 1,1'10 -21.4 10 -29.7 10 -34.2 10 -38.9 11.9 -43.9 12.6 -46.6 0 to 7 2 10 -31 10 -39.4 10 -45.3 10 -51.5 11.9 -58.1 12.6 -61.6 degrees 3 10 -43.5 10 -50.5 10 -57.9 10 -65.9 11.9 -74.5 12.6 -79 1,2e 11.6 -33.3 13.5 -38.6 15.5 -44.3 15.5 -50.3 20 -56.9 21.2 -60.4 7 to 20 2n,2r,3e 11.6 -41.5 13.5 -48.9 15.5 -56.1 15.5 -63.8 20 -72.1 21.2 -76.5 degrees 3r 11.6 -49.7 13.5 -57.7 15.5 -66.2 15.5 -75.3 20 -85 21.2 -90.2 1,2e 11.6 -25.9 13.5 -30 15.5 -34.4 15.5 -39.1 20 -44.2 21.2 -46.9 20 to 27 2n,2r,3e 11.6 -36.1 13.5 -41.8 15.5 -48.1 15.5 -54.7 20 -61.7 21.2 -65.5 degrees 3r 11.6 -41.1 13.5 -47.6 15.5 -54.7 15.5 -62.3 20 -70.2 21.2 -74.5 1,2e,2r 14.7 -25.8 17.1 -29.9 19.7 -34.3 19.7 -39 25.3 -44 26.8 -46.7 27 to 45 2n,3r 14.7 -29.9 17.1 -34.7 19.7 -39.9 19.7 -45.4 25.3 -51.2 26.8 -54.4 degrees 3e 14.7 -36.6 17.1 -42.5 19.7 -48.7 19.7 -55.4 25.3 -62.5 26.8 -66.3 Table R301.2(2) interpolated to effective area of 21sq ft module or collector all number are PSF Component and Cladding loads for a building with a Mean Roof height of 30ft located in exposure B ( ASD) (psf) and for Hip Roofs Hip Roof 130 140 150 160 170 175 Roof Pitch Zone down up down up down up down up down up down up 1 11.6 -30.4 13.5 -35.2 15.5 -40.5 17.7 -46 20 -51.9 21.2 -55.1 7 to 20 2R 11.6 -35.7 13.5 -41.5 15.5 -47.7 17.7 -54.1 20 -61.2 21.2 -64.9 degrees 2e,3 11.6 -38.5 13.5 -44.6 15.5 -51.2 17.7 -58.3 20 -65.8 21.2 -69.8 20 to 27 1 11.6 -22.9 13.5 -25 15.5 -28.6 17.7 -32.6 20 -36.8 21.2 -39.1 degrees 2e,2r,3 11.6 -29.9 13.5 -34.7 15.5 -39.9 17.7 -45.4 20 -51.2 21.2 -54.4 1 11.3 -22.9 13.2 -26.6 15 -34.5 17 -34.7 19.3 -39.2 20.5 -41.6 2e 11.3 -24.1 13.2 -27.9 15 -32.1 17 -36.5 19.3 -41.3 20.5 -43.8 27 to 45 2r 11.3 -32.5 13.2 -37.8 15 -43.3 17 -49.4 19.3 -55.7 20.5 -59.1 degrees 3 11.3 -31 13.2 -35.9 15 -41.2 17 -46.8 19.3 -53 20.5 -56.2 Table R301.2(3) Height and Exposure Adjustment coefficients for Tables R301.2(2) Mean Roof Height EXPOSURE CATEGORY (ft)B C D 15 0.82 1.21 1.47 20 0.89 1.29 1.55 25 0.94 1.35 1.61 30 1 1.4 1.66 Multiply values in Tables R301.s(2) by the appropriate adjustment factor to obtain the correct wind pressures for the relevant roof zones. 31 31 3 straps 4 straps up to 43psf 44 to 65psf Pressures above 65 psf require 5 straps. Consult LE Engineering for specifics 2-LDR-PP Rev. 1.5.21 Reprinted from the 2020 Florida Building Code 7th Ed Residential This page is part of a digitally signed PDF and is sealed by the Cover Page. The set was sealed by John Alger, P.E. on the date and/or time stamp shown using Identrust signature. Printed copies are not considered signed and sealed. DRAWING TITLE: POOL PLUMBING DIAGRAM N O T I C E S: The thoughts and ideas expressed here within are the exclusive property of The LeverEdge The use of these materials, without the written consent of the LE or SHC, is not permitted. REVISIONS REV DATE BY DESCRIPTION DRAWING INFORMATION DATE: DRAWN BY: SCALE:N.T.S. SHEET NO: CERTIFICATE OF AUTHORIZATION NO. 31930 ENGINEER OF RECORD JOHN L. ALGER PROFESSIONAL ENGINEER STATE LICENSE NO. 74730 4/27/2017 ---- 1423 Gunn Highway Odessa, FL 33556 813-403-5100 POOL PLUMBING DIAGRAM SCALE: N.T.S. 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 International 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. P-101 P-101 1 - OPTIONAL VACUUM BREAKER LOCATION * - OPTIONAL COMPONENTS TO CONVERT FROM MANUAL TO AUTOMATIC OPERATION 1/5/2021 This page is part of a PDF electronically sealed by John Alger, P.E. and is sealed by the cover page. Printed copies are not considered signed and sealed S-101 2' 4' 2' 4' 1' 4'4' 2' 3'3' 3' 3'4'X 8' PANEL3'1' 3'4'X 10' PANELSTRAP SCREWS INTO ROOF TRUSSES (TYP)4'X 12' PANEL TOP OF PANEL TOP HEADERS (TYP)4'X 10' PANEL4'X 8' PANEL4'X 12' PANELSTANDARD HIGH VELOCITY HURRICANE ZONE STRAP SCREWS INTO ROOF TRUSSES (TYP) TOP OF PANEL TOP HEADERS (TYP) 3' 1' 3' 1' 3' 1' 2' 1' 2' 1'POOL PANELDETAILREVISIONS: . . . . . . SEAL: DATE: DRAWN: SCALE: SHEET: 01/07/2017 DWG NTS N/A S-101 UNIVERSAL HEADER CLAMP BOLT MAY BE LAGGED INTO ROOF DECKING ONLY 1/5/2021 This page is part of a PDF electronically sealed by John Alger, P.E. and is sealed by the cover page. Printed copies are not considered signed and sealed POOL PANEL SECTION UNIVERSAL MOUNT (2x) S-5-U CLAMPS (4x) S-5 SET SCREWS (2x) S-5 HEX FLANGE SCREWS S-5-U CLAMP (2x) S-5 SET SCREWS 3/8"-16 x 3/4" HEX HEAD SCREW STANDING SEAM METAL ROOF ROOF RAFTER ROOF DECKING UNIRAC SOLARMOUNT LIGHT RAIL POLYESTER STRAP UNIVERSAL STRAP ANCHOR BASE 1/4"-14 x 1" SS SELF-DRILLING SCREW UNIVERSAL STRAP ANCHOR CAP AND RETENTION RING "A" "B" "C" "D" METAL ROOF MOUNT SOLAR POOL HEATER SYSTEM INSTALLATION NOTES: THE DETAILS SPECIFIED ON THIS PLAN ARE CONSIDERED TO MEET OR EXCEED THE MINIMUM REQUIREMENTS AS NEEDED BY THE AUTHORITY HAVING JURISDICTION (AHJ) AND INSTALLERS. THIS INSTALLATION SHALL DEPEND UPON THE METAL ROOF PRODUCT TO WHICH THE POOL PANELS ARE TO BE ATTACHED. THE DETAILS PROVIDED WITHIN UTILIZE THE S-5-U, UNIVERSAL MOUNTING CLAMP MANUFACTURED BY METAL ROOF INNOVATIONS, LTD. THE METAL ROOF PROFILE MAY REQUIRE A DIFFERENT CLAMP SELECTION. THE CONTRACTOR SHALL VERIFY THE CLAMP SELECTION IS COMPATIBLE WITH THE ACTUAL ROOF PROFILE. CONTRACTOR IS TO REFERENCE THE MANUFACTURERS INSTALLATION INSTRUCTION FOR PROPER ATTACHMENT OF THE CLAMP HARDWARE. THIS INSTALLATION UTILIZES THE SOLARMOUNT LIGHT RAIL MANUFACTURED BY UNIRAC TO SPAN BETWEEN METAL ROOFING SEAMS. THE RAIL SHALL BE SECURED PERPENDICULAR TO THE METAL ROOF SEAMS WITH 3/8"-16 x 3/4" HEX HEAD SCREWS (DETAIL "B"). UNIRAC SPLICE BLOCKS (DETAIL "D") ARE TO BE USED WHERE LONG SPAN LENGTHS ARE REQUIRED. HOLD DOWN STRAPS SHALL BE INSTALLED PARALLEL WITH THE SOLARMOUNT RAILS USING UNIVERSAL STRAP ANCHORS WITH 1/4"-14 x 1 INCH STAINLESS STEEL HEX HEAD SELF-DRILLING SCREWS FOR ALUMINUM (DETAIL "C"). ANCHORS TO BE SPACED AT NOT GREATER THAN 4-FT CENTER-TO-CENTER. COLLECTOR HEADERS SHALL BE CLAMPED AT TWO PLACES USING OEM MATERIALS SHOWN IN DETAIL "A". BOTTOM HEADER SHALL NOT BE CLAMPED. UNIVERSAL MOUNTS (HEADER CLAMPS) SHALL BE FASTENED TO THE S-5-U CLAMPS MANUFACTURER SUPPLIED HEX FLANGE SCREWS (DETAIL "A"). THE SOLAR POOL HEATING ARRAY SHALL BE COMPRISED OF SRCC APPROVED COLLECTORS. COLLECTOR CERTIFICATIONS SHOULD BE VERIFIED ONLINE AT: HTTPS://SECURE.SOLAR-RATING.ORG/CERTIFICATION/RATINGS/RATINGSSUMMARYPAGE.ASPX STRAPPING DISTANCES PANEL LENGTH A B C D 8'-0"1'-0"2'-4"2'-4"2'-4" 10'-0"1'-0"3'-0"3'-0"3'-0" 12'-0"1'-0"3'-8"3'-8"3'-8" A D E T A I L "B" D E T A I L "C" D E T A I L "A" B SOLAR COLLECTOR PLAN (6 PANEL BANK, 10' LONG) 24" to 32" SPAN DEPENDING ON SEAM SPACING C UNIRAC SPLICE BLOCK SPLICE BLOCK FASTENING HARDWARE UNIRAC SOLARMOUNT LIGHT RAIL UNIRAC SOLARMOUNT LIGHT RAIL D E T A I L "D" Drawing Title Project Owner Revisions Drawing Number Notice: This drawing is the property of The LeverEdge (LE) or Solar Hydronics Corporation (SHC). The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between LE/SHC and the user is prohibited. Rights to use the information on this sheet are non-transferable to other parties without the prior expressed written consent of LE/SHC. The LeverEdge 1423 Gunn Highway Odessa, FL 33556 PH: 813-403-5100 E D C B A 1 Seal 100% COMPLETION 2 3 4 5 6 7 1 2 3 4 5 6 7 Issue Date: Project Number: Project Manager: Scale: Peer Reviewer: Production Leader: Date Description 08/02/20 (1) DRAWINGS, CALCULATIONS AND ASSOCIATED TABLES DEVELOPED REQUIRE A P.E. SEAL AND SIGNATURE. (2) SUPPORT DOCUMENTS, CUT SHEETS, TABLES AND REPRINTS FROM PUBLICATIONS SUCH AS ASCE 7-10 DO NOT REQUIRE A P.E. SEAL AND SIGNATURE. AS NOTED This page is part of a PDF electronically sealed by John Alger, P.E. and is sealed by the cover page. Printed copies are not considered signed and sealed. 1/5/2021