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Home My WebLink AboutSOLAR POOL HEATER DETAILS4'x8',10' OR 12' TOP HEADER RUBBER COUPLING DISTANCE DECREASES FOR COLLECTOR COUPLING a UPPER HOLD DOWN CLAMP ARRAYS ENCROACHING IN (SEE DETAIL A) (2 PER PANEL MIN.) ZONE 2 AND/OR 3 \ / PRESSURE HOSE CONNECTOR COLLECTOR HEADER 2.00" I.D. ° Yd0T�A8"CTI NOT-<-161LCTE U (2}NOa4-x2�/IIN.SS-HEx ° WASHER HEAD OR SHEET w METAL SCREW PER MOUNT c�v "A" LOCATION INTO PLYWOOD COLLECTOR TUBES e - SHEATHING C ONE SCREW 00 WITH FULL EMBEDMENT IN RAFTER OR TRUSS EXISTING ROOFING a 3 1" DIA SS FENDER WASHER MINIMUM 1/2" O.S.B. OR 1/2" CDX (DESIGN OF PER SCREW PLYWOOD SHEATHING DETAIL A SHEATHING BY OTHERS) SCALE= N.T.S. OEM PVC ANCHOR C0 BUTTON OR 16 GA. 7/8" X 1/2" PLASTIC COATED 316 STAINLESS STELL STRAPPING 1/2" SS ANGLE (1 1/8" .048" THICK, 670 LB BREAK NO.14 x 3" MIN SS HEX LONG) SLOTTED LEG FOR STRAP SPACIN w STRENGTH WASHER HEAD OR SHEET STRAP INSTALLATION (SEE DETAIL z METAL SCREW PER (TYP.) 50" CTC MAX. ANCHOR LOCATION ROOFING (EXISTING) PANEL (TYP.) L BOTTOM HEADER L (SEE DETAIL B) PANELS SCALE- N.T.S. I RECEIVED JAN 0 8 2019 ATTACHMENT HARDWARE NOTE: CONTRACTOR TO USE OEM ATTACHMENT PARTS ONLY ST. Lucie County, Permitting MOUNT A - (2) NO.14 x 2" MIN SS HEX WASHER HEAD OR SHEET METAL SCREW PER ANCHOR LOCATION _ 07 ' I \ A \—� MINIMUM 1/2" O.S.B. OR 1/2" COX CONTINUOUS PLYWOOD SHEATHING (DESIGN OF SS STRAP TRUSSES OR RAFTER SHEATHING BY OTHERS) DETAIL B ANCHORING SCREWS SHALL HAVE 1/2" PLASTIC COATED 316 EMBEDMENT IN TRUSS OR RAFTER SCALE= N.T.S. MAX. 50" CTC MAX. ALONG STRAP STAINLESS STELL STRAPPING N0.14 x 3" MIN SS HEX t� .048"THICK, 670 LB BREAK WASHER HEAD OR SHEET STRENGTH METAL SCREW PER ANGLE OR Go T- PVC BUTTON ANCHOR LOCATION ROOFING (EXISTING) TRUSSES OR 1. THE STRUCTURAL SYSTEMS DEPICTED HEREIN THESE DRAWINGS WERE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 6TH EDITION (2017) AND ASCE 7-10 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES". 2. WIND SPEED IS 170 MPH ULTIMATE VELOCITY (132 MPH NOMINAL WIND SPEED) RISK CATEGORY 11 STRUCTURES 3. WIND EXPOSURE CATEGORY = C & D (SEE NOTE #7) 4. ROOF ANGLE: 0" TO 45" 5. HEIGHT OF STRUCTURE <60 FT. 6. MEAN ROOF HEIGHT (MRH): UP TO 30' 7. SS STRAP SPACING FOR WIND EXPOSURE C IS 36" OC FOR ZONE 1, 24" OC FOR ZONE 2 , 16" OC FOR ZONE 3 FOR MPH UP TO 15'. SS STRAP SPACING FOR WI EXPOSURE D IS 30" OC FOR ZONE 1, 20" OC FOR NE 12" OC FOR ZONE 3 FOR MPH UP TO 15'. FOR EA INCREASE IN MPH UP TO 30' - DECREASE STRAP SPACING BY 1". 8. NO USE IN PRESSURE ZONE 3 IN HVHZ a n DETAIL ST. CUM COl'h'1TY BUILDING DIVISION REVIEWED FOR CO�tI 1 ANCE REVIEWED DATE p 8 ND ERMIT MUST BE KEPT ON JOB OR INOT � O/ MINIMUM 1/2" O.S.B. OR 1/2" CDX PLYWOOD SHEATHING (DESIGN OF SHEATHING BY OTHERS) IORING SCREWS SHALL HAVE :DMENT IN TRUSS OR RAFTER 50" CTC MAX. ALONG STRAP BLUE INK SIGNATURE OF A FLORIDA LICENSED PULLED REQUIRES A OF THIS PLAN. P DN FILE i W Is Lucie c a 0 I- O QFQ 2 00 z0 a0 N Z INSTALL A 3/8' S.S. MACHINE SCREW THROUGH TUBE INTO TOP OF S-5 CLAMP 1 1' SO. X 1/8' ALUM. TUBE (6061-T6) ` \ 1' /2' \INSTALL A MIN. OF (2) 3/8" BULLET NOSE STAINLESS STEEL SET SCREWS TO STANDING 'S-5' ALUM. CLAMP (6061-T6) NOTE: FOR TIEDOWN ANCHORAGE OF SOLAR PANELS TO METAL ROOF, STRAPPING ASSEMBLIES DETAILED ON PAGE S-1 SHALL BE ANCHORED TO ASSEMBLY DETAILED ABOVE FOR CONNECTION TO STANDING SEAM METAL ROOFS SCREWS MALL BE #14 X 1' MIN. SS HEX WASHER HEAD OR SS SELF TAPPING SHEET MEAL SCREWS. ASSEMBLY ANCHORAGE INSTALL 1' SQ. X 1/8' SQUARE ALUM. TUBING TRACKS FOR SOLAR PANEL ANCHORAGE OVER 'S-5" ALUMINUM CLAMP (6061—T6 ALLOY) AS MANUFACTURED BY 'DYNAMIC FASTENERI OVER STANDING SEAM OF ROOF PANELS. CLAMP SPACING TO MATCH STRAP SPACING (48' CTC FROM PANEL EDGE TO PANEL EDGE, AND AS SPECIFIED ON PAGE S-1 FOR MAX. SPACING PSPAI Ia] Tn PIN AC DAM LEGEND 0] VACUUM RELIEF ® THERMOMETER ® SENSOR H4 BALL VALVE OCHECK VALVE 06 3—VAY VALVE ®7 VATER SENSOR OFILTER 09 PUMP 8 AUXILLARY HEATER 8 AUTOMATIC MNTR13L • OPTIONAL COMPONENTS M POOL GENERAL NOTE- ■ COMPONENTS ARE OPTIONAL TW. PLUL41EI 0 >3L*iEMATIC sauc xrs NOTES: 1. PLUMBING SHALL BE INSTALLED AS PER DETAIL AND ALL REQUIREMENTS OF THE 6th ED. FLORIDA PLUMBING CODE (2017). SPECIAL CARE SHALL BE TAKEN REGARDING PIPE SUPPORT, PER FPC TABLE 308.5. THE ASS VALUE OF 4 FT SHALL BE TAKEN AS THE MAXIMUM FOR HORIZONTAL AND 10 FT. FOR VERTICAL SOLAR PIPING. PER 6th ED. FLORIDA MECHANICAL CODE, CONTRACTOR SHALL INSTALL MANUAL DRAIN DOWN VALVES AND INSTRUCT OWNER IN DRAINING AND RE -STARTING THIS SOLAR POOL HEATING SYSTEM. OWNER SHALL BE INFORMED THAT FREEZE PROTECTION IS IP TO OWNER. IF SOLAR POOL HEATER FREEZES, IT IS THE OWNER'S SOLE RESONSIBIUTY. FREEZE DAMAGE RESULTS FROM AN ERROR IN OPERATION. COLLECTORS SHOULD ALWAYS BE DRAINED BY OWNER OR OWNER'S REPRESENTATIVE IN ADVANCE OF NEAR FREEZING WEATHER. NOTES: 1. CONTRACTOR IS ENCOURAGED TO INSTALL SYSTEM IN PRESSURE ZONE 1. IF PART OF SYSTEM MUST ENCROACH INTO PRESSURE ZONE 2 OR 3, ANCHORING SHALL BE ADJUSTED AS PER SPECIFICATIONS HEREIN. __C(SNTR7NGTOR SHALL ATTACH-COLLECTOR-ARRAY-WITH-OEWttARDWARE AND STRAPPING. CONTRACTOR MUST BE CAREFUL TO "CENTER" ANCHORS SO SCREWS ARE INSTALLED INTO THE CENTER OF THE TRUSS TOP CHORD OR RAFTER BELOW. AN APPROVED ALTERNATIVE WOULD BE CONTRACTOR INSTALLED NOMINAL 2"X4" SOUTHERN PINE #2 BLOCKING BETWEEN TRUSSES OR RAFTERS AT SCREW LOCATION, CENTERED ON SCREW. BLOCKING SHALL BE CONNECTED TO TRUSS OR RAFTER WITH SIMPSON ` A34 OR A23 ON EACH FACE OF BLOCKING (2 CONNECTORS PER CONNECTION TO TRUSS OR RAFTER). 2. CONTRACTOR SHALL ADHERE TO REQUIREMENT OF FBC CHAPTER 15 (ROOFING) AND BEST PRACTICES OF NRCA ROOFING & WATERPROOFING MANUAL TO ENSURE THE SOLAR INSTALLATION DOES NOT CAUSE ROOF LEAKS AT INITIAL INSTALLATION OR AS THE SYSTEM "AGES". 3. AS LONG AS CONNECTOR SPACING AND NUMBERS ARE NOT REDCUED THE CONTRACTOR MAY USE A SUBSTRATE OR ALUMINUM MOUNTING FRAME, "SANDWICHED" BETWEEN THE COLLECTOR AND ROOF ON FLUSH MOUNT INSTALLATIONS ONLY. 4. OEM STRONGLY RECOMMENDS AGAINST CLAMPS ON THE BOTTOM HEADER. 5. SOLAR UNITS INSTALLED PER THIS PLAN SHALL NOT FORM PART OF THE BUILDING ENVELOPE (I.E. WINDOW, DOOR). SOLAR UNITS SHALL BE MOUNTED ABOVE ROOF SURFACE LIKE A A/C CONDENSER. THEREFORE NOT REQUIRING A PRESSURE RATING (I.E. WINDOWS, DOORS). SOLAR UNITS SHALL BE MOUNTED VERY CLOSE TO THE ROOF SURFACE, TO PROVIDE PRESSURE EQUALIZATION BETWEEN THE ROOF SURFACE AND THE BACK OF THE SOLAR UNITS. THIS RESULTS IN NO SIGNIFICANT CHANGES IN THE LOADS ON THE ROOF FRAMING FOR A PARALLEL MOUNT AND MODEST CHANGES IF TILT UP. HOWEVER THE INTERNAL AND EXTERNAL COMPONENTS OF WIND PRESSURE DECOUPLE, E.G. THE ROOF RESISTS THEO: INTERNAL WIND PRESSURES AND THE SOLAR UNITS RESIST THE EXTERNAL WIND PRESSURES. THE EXTERNAL WIND FORCES ARE THEN h TRANSFERRED TO THE ROOF FRAMING THROUGH THE SOLAR ATTACHMENT HARDWARE. 0: 5. SOLAR POOL HEATING COLLECTORS ARE REQUIRED TO BE TESTED, CERTIFIED AND LISTED BY THE FLORIDA SOLAR ENERGY CENTER. CONTRACTOR SHALL PROVIDE DOCUMENTATION TO OWNER OF THEIR LISTING AND RATINGS. Gable Roof (B 5 7") N � '^1 h VJ Hip Roof CP< 6 5 270) Gable Raof (71< 85 451) Interior Zones End Zones . Comr Imes n"e.m. va,"-x., x"n•mw zw,m-w.e w..m., PRESSURE ZONE NOTES NTS PRESSURE ZONE NOTES 10 PERCENT OF THE LEAST HORIZONTAL DIMENSION OR .4h, WHICHEVER IS LESS, BUT NOT LESS THAN EITHER 47 OF LEAST HORIZONTAL DIMENSION OR 3 FT. MEAN ROOF HEIGHT, IN FEET, EXCEPT THAT EAVE HEIGHT SHALL BE USED FOR ROOF ANGLES < THAN 10 DEGREES. ANGLE OF PLANE OF ROOF FROM HORIZONTAL, IN DEGREES. 1" DIA SS FENDER WASHER PROVIDE 1/4" STAINLESS STEEL TAPCON SCREWS OF ADEQUATE LENGTH TO SECURE BRACKET TO CEMENT TILE DRILL HOLE THRU CONC. TILE ONLY (NOT INTO ROOF MEMBRANE)AND INSTALLTAPCON SO AS NOT TO BREAK TILES. NOTE: \ APPLY ADHESIVE TO THE INTERFACE OF THE SOLAR WORLD MOUNTING BRACKET AND PVC BUTTON ANCHORS BEING ATTACHED TO THE CONCRETE FLAT TILE OR BARREL TILE. CONTRACTOR SHALL ALSO APPLY ANCHORING EPDXY TO TAP CON SHAFT PRIOR TO INSTALLING TAP CON. TAP CON TO BE INSTALLED PRIOR TO EPDXY SETTING. A 3"xl"X1/8" ALUMINUM (ALLOY: 6061-T6) ANGLE MAY BE USED TO MOUNT PANELS TO TILE AS A CONTRACTORS OPTION. APPROVED ANCHORING EPDXIES ARE CHEMLINK "M-1", SUREBOND "SB-190" OR APPROVED EQUAL. INTERMEDIATE BUTTON ANCHORS TO BE PROVIDED FOR SS STRAPPING AS DETAILED ON PAGE S-1. SPACING OF BUTTON ANCHORS ARE 48" OC ALONG THE SS STRAPING. SPACING OF STRAPING IS 27" OC (EXP. C) 8 24! , OC (EXP. D) FOR PRESSURE ZONE 1 AND 16" OC (EXP. C) 8.12" OC (EXP. D) FOR PRESSURE ZONE #2. PANELS ON TILE SHALL NOT BE INSTALLED IN PRESSURE ZONE 3. ADJUST STRAPPING SPACING FOR MEAN ROOF HEIGHT OF STRUCTURE FROM 15 FT. TO 30 FT. AS SPECIFIED ON PG. S-1. BUTTON ANCHORS TO BE INSTALLED IN CENTER AND/OR CROWN OF TILE. STRAP BRACKET TILE ROOF SCALE= N.T.S. COLLECTOR HEADER 2DO" I.D. 5132" WALL THICKNESS COLLECTOR TUBES 0.220 I.D. WITH 0.030 WALL CONC. BARREL/FLATTTLE c \ MINIMUM 1/2" O.S.B. OR PLYWOOD SHEATHING � �AqF�7TEER flp, \\\1\1111�I1If////, O Z ip, ii��GG�� INK SIGNATURE71 Q E Ea g{��y EVERY PE MITT PULLED O -1 QUIR Z Y OF 00 TSIS:p S TBE II *FtRRIGINAL RPLANS ON Z G. THIS P 7�L ' F Foie z