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Home My WebLink AboutINSTALLATION SOLAR POOL HEATERI TOP HEADER RUBBER COUPLING 4'x8', 10' OR 12' \ SOLAR PANELS (SEE DETAIL A) (2 PER PANEL MIN.) NOT > 48" CTC, NOT < 16" CTC DISTANCE DECREASES FOR COLLECTOR COUPLING ZONE 2 AND/OR 3 " __ _"" _ I (2) NO. 14 x 2" MIN SS HEX SHER HEAD OR SHEET CONTINUOUS SS ST RAP SOLAR PANEL (TYP.) BOTTOM HEADER (SEE DETAIL En— 0 P-y PANELS SCALE= N.T.S. ATTACHMENT HARDWARE NOTE: CONTRACTOR TO USE OEM ATTACHMENT PARTS ONLY RECEIVED NOV 15 2918 ST. Lucie County, Permitting MOUNT A - (2) NO.14 x 2" MIN SS HEX WASHER HEAD OR SHEET METAL SCREW PER ANCHOR LOCATION AL SCREW PER MOUNT — LOCATION INTO PLYWOOD ATHING OR ONE SCREW H FULL EMBEDMENT IN - ER OR TRUSS 1" DIA SS FENDER WASHER PER SCREW COLLECTOR HEADER 2.00" I.D. COLLECTOR TUBES EXISTING ROOFING �— MINIMUM 1/2" O.S.B. OR 1/2" CDX LYWOOD SHEATHING (D DETAIL A SHEATHING BY OTHERS)ESIGN OF SCALE- N.T.S. OEM PVC ANCHOR 112" PLASTIC COATED 316 BUTTON OR 16 GA. 7/8" X 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 STRENGTH WASHER HEAD OR SHEET STRAP INSTALLATION METAL SCREW PER (TYP•) 50" CTC MAX. ANCHOR LOCATION ROOFING (EXISTING) MINIMUM 1/2" O.S.B. OR 1/2" CDX ` PLYWOOD SHEATHING (DESIGN OF TRUSSES OR RAFTER \VA SHEATHING BY OTHERS) f2" PLASTIC COATED 316 PAINLESS STELL STRAPPING 48" THICK, 670 LB BREAK TRENGTH ___N 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 II 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 WIND EXPOSURE D IS 30" OC FOR ZONE 1, 20" OC FOR ZONE 2, 12" OC FOR ZONE 3 FOR MPH UP TO 15'. FOR EACH 5 FT. INCREASE IN MPH UP TO 30' - DECREASE STRAP SPACING BY 1". 8. NO USE IN PRESSURE ZONE 3 IN HVHZ DETAIL B ANCHORING SCREWS SHALL HAVE EMBEDMENT IN TRUSS OR RAFTER SCALE= N.T.S. MAX. 50" CTC MAX. ALONG STRAP WN 14 x 3" MIN SS HEX WASHER HEAD OR SHEET METAL SCREW PER ANGLE OR PVC BUTTON ANCHOR LOCATION ROOFING (EXISTING) yN BUILDING DIVISION REVIEWED FOR 00twPl q�OE REVIEWED By��7J�� DATE PLANS IA015 PrERIVIT MUST 6E KEPT ON JOB OR o NO INSPECTION WILL M MADENIiA� tell- o3vS 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 WITHOUT THE BLUE INK SIGNATURE RIGINAL SEAL OF A FLORIDA LICENSED PULLED REQUIRES A �I OF THIS PLAN. MA `.�1QT B • • • • R PLAN` PN FILE. 1`L �n�� r •�SjNITi�PP.F��087��•' � • rn c�i¢m JZ� L Q V N pz ¢_� Wa c 0. o. O E" �a Q M Op oa ag Q0) CO) Z INSTALL A 3/8' S.S. MACHINE ='SCREW THROUGH TUBE INTO 1" SQ. X 1/8' ALUM. TUBE "S-5" ALUM. CLAMP 2" 1 1 /2r, IL 11 (6061-T6) INSTALL A MIN. OF (2) 3/8" BULLET NOSE STAINLESS STEEL SET SCREWS TO STANDING SEAM STANDING SEAM METAL ROOF CONNECTION ASSEMBLY SCALE= N.T.S. 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 SHALL 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 FASTENER') 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 DADAI 1 n 'rn DIM ne DAMO LEGEND 01 VACUUM RELIEF 2� THERMOMETER 3® SENSOR 04 BALL VALVE 05 CHECK VALVE 06 3-WAY VALVE 7® WATER SENSOR OB FILTER 09 PUMP 10R AUXILLARY HEATER lla AUTOMATIC CONTROL ■ OPTIONAL COMPONENTS 3M POOL GENERAL NOTEi x COMPONENTS ARE OPTIONAL TYP. PL.UMN40 8c*&MATIC SCAM KTA 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 ABS 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 RESONSIBILITY. 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-P-AR-T-OF-SYS-T-E-Iu-M E-NCR-OACH-INTO-P-RE-SSURE-ZONE-2-OR-Zi--- ANCHORING SHALL BE ADJUSTED AS PER SPECIFICATIONS HEREIN. CONTRACTOR SHALL ATTACH COLLECTOR ARRAY WITH OEM HARDWARE 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 T0. 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 THE INTERNAL WIND PRESSURES AND THE SOLAR UNITS RESIST THE EXTERNAL WIND PRESSURES. THE EXTERNAL WIND FORCES ARE THEN 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. 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 INSTALL TAPCON SO AS NOT TO BREAK TILES. Flat oof Gable Roof (9 5 70) _ --Hip Roof (7°< 9 5 27°)_ Gable Roof (71< 85 45°) Intedor Zones ® End Zones . Comer Zones Root -Z=tAV&b-Zo 4 RW"-Z-PAWL-2-5 Rmb-Zm-3 PRESSURE ZONE NOTES NTS PRESSURE ZONE NOTES 10 PERCENT OF THE LEAST HORIZONTAL DIMENSION OR .4h. WHICHEVER IS LESS, BUT NOT LESS THAN EITHER 4% 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. NOTE: AP LL 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"xVxl/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) & 24" OC (EXP. D) FOR PRESSURE ZONE 1 AND 16" OC (EXP. C) & 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 2.00" I.D. 5/32" WALL THICKNESS COLLECTOR TUBES 0.220 I.D. WITH 0.030 WALL CONC. BARREL/FLAT TILE MINIMUM 1/2" O.S.B. OR PLYWOOD SHEATHING MFTER jM111/��' ` 1,D�lIi HDU� TTiEJE BLNf INK SIGNATUf D FDA lo g�w��1EVERY AL OFK a MIT LORI PULLED EQI� THI PL A SE�iC4VDr BE FRIGtNL�APER COPY I FIRPLANS E FILE.dv ' ; T` 11 k.lix 1'.., _ N I 111111111