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Home My WebLink AboutPLANSTOP HEADER 4'' OR 12' \ SOLAR PANELS PANEL (TYP.) RUBBER COUPLING UPPER HOLD DOWN CLAMP (SEE DETAIL A) (2 PER PANEL MIN.) NOT > 48" CTC, NOT < 16" CTC BOTTOM HEADER L (SEE DETAIL B) DISTANCE DECREASES FOR COLLECTOR COUPLING ARRAYS ENCROACHING IN PRESSURE HOSE CONNECTOR ZONE 2 AND/OR 3 . (2) NO. 14 x 2" MIN SS HEX ASHER HEAD ORSHEET METAL SCREW PER MOUNT :Cll "A"LOCATION INTO PLYWOO- SHEATHING OR ONE SCREW ao WITH FULL EMBEDMENT IN RAFTER OR TRUSS 0) rn STRAP W CONTINUOUS SS STRAP COLLECTOR HEADER 2.00" 1. 0. COLLECTOR TUBES EXISTING ROOFING rU) F r=y U w w 0 U wm "law O F o z 0 a 8aa;� w C S 6 moo C V S I K I 1" DIA SS FENDER WASHER MINIMUM 1/2" O.S.B. OR 1/2" COX PERSCREW PLYWOOD SHEATHING DETAIL SHEATHING BY THERS)ESIGNOF SCALE= N.T.S. OEM PVC ANCHOR BUTTON OR 16 GA. 718"X 1/2" PLASTIC COATED 31S 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 w STRENGTH WASHER HEAD OR SHEET STRAP INSTALLATION SCREW PER (TYP•) 50" CTC MAX. 0: j ANCHOR LOCATION ANCHOR ROOFING (EXISTING) MINIMUM 1/2" O.S.B. OR 1/2"CDX PLYWOOD SHEATHING (DESIGN OF TRUSSES OR RAFTER v \I SHEATHING BY OTHERS) �I ANCHORING SCREWS SHALL HAVE D ETAI L B EMBEDMENT IN TRUSS OR RAFTER 112" PLASTIC COATED 316 SCALE= N.TS. MAX. 50" CTC MAX. ALONG STRAP x STAINLESS STELL STRAPPING N0.14 x 3" MIN SS HEX `I ¢ .048" THICK, 670 LB BREAK WASHER HEAD OR SHEET /n STRENGTH METAL SCREW PER ANGLE OR °D wl PVC BUTTON ANCHOR LOCATION r ROOFING (EXISTING) PANELS SCALE- N.T.S. (5��, f' (Vr�, (I �'•M' k TRUSSES OR V t� ATTACHMENT HARDWARE NOTE: CONTRACTOR TO USE OEM ATTACHMENT PARTS ONLY 1. THE STRUCTURAL SYSTEMS DEPICTED HEREIN THESE — DRAWINGS WERE DESIGNED IN ACCORDANCE WITH RECEIVED THE FLORIDA BUILDING CODE 6TH EDITION (2017) AND ASCE 7-10 "MINIMUM DESIGN LOADS FOR BUILDINGS NOV 18 20?9 AND OTHER STRUCTURES". 2. WIND SPEED IS 170 MPH ULTIMATE VELOCITY (132 MPH NOMINAL WIND SPEED) RISK CATEGORY II STRUCTURE ST. Lucie County, Permitting 3, WIND EXPOSURE CATEGORY = C 8, D (SEE NOTE 07) 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 MOUNT A - (2) NO.14 x 2" MIN SPACING BY 1". SS HEX WASHER HEAD OR 8. NO USE IN PRESSURE ZONE 3 IN HVHZ SHEET METAL SCREW PER ANCHOR LOCATION a B'� DETAIL C SCALE- N.T.S. ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR C��IANCE IIEWED BY rE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE vraarTdl.J- MINIMUM 1/2" O.S.B. OR 112" COX PLYWOOD SHEATHING (DESIGN OF SHEATHING BY OTHERS) ANCHORING SCREWS SHALL HAVE EMBEDMENT IN TRUSS OR RAFTER MAX. 50" CTC§XAANLONG TRAP �(, BY St. Lucie Cnnfil. NOT VAUD WITHOUT THE BLUE INK SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA LICENSED SN�GI�NEER. PULLED TR1115UIPLAN.RES A MA `B R P �PN FILE op� GINS $,y .,,.��• W - 1.SjAITwpE.F&2Oq�, i ASS'• P�; •�� . flit., iww d z W D- f" G Cl) Z 0 O F- INSTALL A 3/8" S.S. MACHINE 1" SQ. X 1/8- ALUM, TUBE SCREW THROUGH TUBE INTO TOP OF S-5 CLAMP (6061-T6) 2" 11'F INSTALL A MIN. OF (2) 3/8" BULLET NOSE STAINLESS STEEL SET SCREWS TO STANDING PVT 17, 'S-5" ALUM. CLAMP (6061-T6) �1 NOTE: FOR TIEDOWN ANCHORAGE OF SOLAR PANELS TO METAL ROOF, STRAPPING ASSEMBLES DETAILED ON PAGE S-1 SHALL BE ANCHORED TO ASSEMBLY DETAILED ABOVE FOR CONNECTION TO STANDING SEAM METAL ROOFS. SCREWS SHALL BE 114 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 (6061-76 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 o .... , m euu ne osuo\ GENERAL NOTE. ■ COMPONENTS ARE OPTIONAL Tyr. PLUMHRtK11 80HEMIATIC SGIk. MTS LEGEND VACUUM RELIEF THERMOMETER SENSOR BALL VALVE CHECK VALVE 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. 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 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 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. 1" CIA SS FENDER WASHER 3—WAY VALVE PROVIDE 1/4" STAINLESS STEEL TAPCON SCREWS WATER SENSOR OF ADEQUATE LENGTH TO SECURE BRACKET TO FILTER CEMENT TILE DRILL HOLE THRU CONC. TILE ONLY PUMP (NOT INTO ROOF MEMBRANE) AND INSTALL TAPCON SO AS NOT TO BREAK TILES. (IBM) AUXILLARY HEATER (Ila) AUTOMATIC CONTROL • OPTIONAL COMPONENTS :OM P00L 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 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. Flat Roof Gable Roof (B S 70) Hip Roof rr< B 5 2r Gable Roof W<0545") Interior Zones End Zones ■ Comer Zones 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. �MIN ,'\ Itl NOTE: AP _V 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 MAYBE 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 STRAFING 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 HEADER2.00" 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 RAFTER NI l� lGl i�lgl pNi�OO�`My`$q'EA, DRy16611-NDU1�)I I BC49 LINK SIGNATUF MIT PULLED LEZTHGUI wk-AA SE$Lj$ N E AL OF W-FLEIRIDA IUNAQL RY APR CANS C FILE. 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