The URL can be used to link to this page

Home My WebLink AboutPLANS. � J o Y TOP HEADER RUBBER COUPLING COLLECTOR COUPLING DISTANCE DECREASES FOR t P-P-ER HOLD -DOWN -CLAMP RBAYS_EINCROgCHIN_G111PR_SSSURE _ B ; 10rO12' ZONE 2 AND/OR 3 HOSE CONNECTOR W v' SOLAR PANELS (SEE DETAIL A) (2 PER PANEL MIN.) COLLECTOR HEADER 2.00" I.D. ° NOT > 48" CTC, NOT < 16" CTC (2) NO. 14 x 2" MIN SS HEX U —WASHER HEAD OR SHEET w S METAL SCREW PER MOUNT N a W a; N "WITH INTO PLYWOOD COLLECTOR TUBES � o H - SHEATHING OR ONE SCREW EO WITH FULL EMBEDMENT IN-- a Z gg RAFTER OR TRUSS EXISTING ROOFING aa W W K = a U W 1" DIA SS s FENDER WASHER MINIMUM 1/2" O.S.B. OR 1/2" CDX , PER SCREW PLYWOOD DETAIL A SHEATHING BYOTHERS) THING (DESIGN OF MTh PANEL (TYP.) ;f L- BOTTOM HEADER PANELS SCALE= N.1.5. ��l 9 eck,� ATTACHMENT HARDWARE NOTE: CONTRACTOR TO USE OEM ATTACHMENT PARTS ONLY (SEE DETAIL B) MOUNT A - (2) NO.14 x 2" MIN SS HEX WASHER HEAD OR SHEET METAL SCREW PER ANCHOR LOCATION STRAP SPACIN (SEE DETAIL Cr— r w§- 0) CONTINUOUS SS STRAP 1/2" PLASTIC COATED 316 STAINLESS STELL STRAPPING .048" THICK, 670 LB BREAK STRENGTH —x TRUSSES OR 1/2" PLASTIC COATED 316 STAINLESS STELL STRAPPING .048" THICK, 670 LB BREAK STRENGTH 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 SCALE= DETAIL B SCALE= N.T.5. n VN \ DETAIL C 6CALE= N.T,S. ;ot . , N.T.S. OEM PVC ANCHOR E$>;a BUTTON OR 16 GA. 7/8" X 1/2" SS ANGLE (1 118" s N0.14 x 3" MIN SS HEX LONG) SLOTTED LEG FOR" WASHER HEAD OR SHEET STRAP INSTALLATION METAL SCREW PER (TYP.) 50" CTC MAX, 11:j s 9lll ANCHOR LOCATION %Wfi , ROOFING (EXISTING) MINIMUM 1/2" O.S.B. OR 1/2" CDX PLYWOOD SHEATHING (DESIGN OF y SHEATHING BY OTHERS) ANCHORING SCREWS SHALL HAVE EMBEDMENT IN TRUSS OR RAFTER MAX. 50" CTC MAX. ALONG STRAP NO. 14x3"MIN SS HEX WASHER HEAD OR SHEET METAL SCREW PER ANGLE OR PVC BUTTON ANCHOR LOCATION ROOFING (EXISTING) MINIMUM 1/2" O.S.B. OR 1/2" CDX PLYWOOD SHEATHING (DESIGN OF SHEATHING BY OTHERS) ANCHORING SCREWS SHALL HAVE EMBEDMENT IN TRUSS OR RAFTER MAX. 50" CTC MAX. ALONG STRAP ^ NOT VALID WITHOUT THE BLUE INK SIGNATURE D AND THE ORIGINAL SEAL OF A FLORIDA LICENSED ® ENGINEER. PULLED REQUIRES A MAALEQt I�I {�Ap R P:P THIS PLAN. MAY .��Of B � 1�6R P N FILE. ` •.•• W - '� Q •'sMIr�P��l oaf,• K. W clo, ¢ a M� Su§m 2 QUN fA r = C Z w 0- �. o� O O On St a 0 I— Oui I-. �a a= 00 oa P It JO a � Z ED County INSTALL A 3/80 S.S. MACHINE SCREW THROUGH TUBE INTO TOP OF S-5 CLAMP 1 1' SQ. X 1/8- ALUM. TUBE from —TA) NOTES: 1. CONTRACTOR IS ENCOURAGED TO INSTALL SYSTEM IN PRESSURE ZONE 1. IF PART OF SYSTEM MUST ENCROACH INTO PRESSURE ZONE 2 OR 3, CV 'S-5' ALUM. CLAMP 2. (6061-T6) 2" 1 1/2" _ INSTALL A MIN. OF (2) 3 3/8- BULLET NOSE STAINLESS STEEL SET SCREWS TO STANDING STANDING SEAM METAL ROOF CONNECTION ASSEMBLY SCALE- N.T.S. 4. NOTE: FOR 11EDOWN ANCHORAGE OF SOLAR PANELS TO METAL ROOF, STRAPPING ASSEMBLIES 5' 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- SO. 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 (w CTC FROM PANEL EDGE TO PANEL EDGE, AND AS SPECIFIED ON PAGE S-1 FOR MAX. SPACING n Anx, I el TA nlul AC C6\RI\ LEGEND O! VACUUM RELIEF ® THERMOMETER 3® SENSOR 04 BALL VALVE 05 CHECK VALVE 06 3—WAY VALVE 7® WATER SENSOR OS FILTER 09 PUMP 10K AUXILLARY HEATER file AUTOMATIC CONTROL r OPTIMAL COMPONENTS OM POOL GENERAL NOTEI x COMPONENTS ARE OPTIONAL TWIP. MLWBMD SCHBMMC SCAT ILT.s 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 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. r11YVl 1%11 %1 IV w J, I/" ,- —_ . • -- . •— - -- - 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 TO TRUSS OR RAFTER WITH SIMPSON A34 OR A23 ON EACH FACE OF BLOCKING (2 CONNECTORS PER CONNECTION-TO--TRUSS-OR-RAF-TER). - -- 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". 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. OEM STRONGLY RECOMMENDS AGAINST CLAMPS ON THE BOTTOM HEADER. 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 THE Flat a f Hip Roof (70< 8 5 27°) Gable Roof (B s 70) Gable Roof (70< 0 S 45°1 Interior Zones ® End Zones . Comer Zones Hab•7e°e1Nbb•laa4 node. lam MO..lae8 xzle•lane7 PRESSURE ZONE NOTES NTS IN T— HE L07CDS C�N`TFiE ROOF FRAMING FOR A PARALLEL MOUNT AND PRESSURE 7 E NOTES MODEST CHANGES IF TILT UP. HOWEVER THE INTERNAL AND EXTERNAL a. 10 PERCENT OF THE LEAST HORIZONTAL DIMENSION OR .4h, COMPONENTS OF WIND PRESSURE DECOUPLE, E.G. THE ROOF RESISTS THE,. HE ' WHICHEVER IS LESS, BUT NOT LESS THAN EITHER 4% OF LEAST INTERNAL WIND PRESSURES AND THE SOLAR UNITS RESIST THE EXTERNAL HORIZONTAL DIMENSION OR 3 FT. WIND PRESSURES. THE EXTERNAL WIND FORCES ARE THEN h: MEAN ROOF HEIGHT, IN FEET. EXCEPT THAT EAVE HEIGHT SHALL TRANSFERRED TO THE ROOF FRAMING THROUGH THE SOLAR ATTACHMENT BE USED FOR ROOF ANGLES < THAN 10 DEGREES. HARDWARE. 0: ANGLE OF PLANE OF ROOF FROM HORIZONTAL, IN DEGREES. 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. 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"X1"X1/8" ALUMINUM (ALLOY: 6061-T6) ANGLE MAY BE USED TO MOUNT PANELS TO TILE AS A CONTRACTORS OPTION. APPROVED ANCHORING EPDXIES ARE CHEMLINK "MA", 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. SS-1. BUTTON ANCHORS TO BE INSTALLED IN CENTER AOR CROWN OFTILE. S1TI�P BRACKET TILE ROOF � SCALE= N.T.S. COLLECTOR HEADER 2.00" I.D. 5132" WALL THICKNESS COLLECTOR TUBES 0.220 I.D. WITH 0.030 WALL CONC. BARREUFLAT TILE MINIMUM 1/2" O.S.B. OR PLYWOOD SHEATHING ��Rq /FTER unx�ve`[1n i'> [Y2 1{rT+k/B/ OE INK SII -� -- - EQUIR A SE RIGINAL APER COPY .�. THIS.' P BE 0;%FAIR PLANS wAtj�.j /IIIIIIII la d FAI LU °cu,° uj rn _ -'¢rn m ¢UN CA Ern Z NOL - Q CoT O F- �N J W fA a OD ZO R o. O V Z a