The URL can be used to link to this page

Home My WebLink AboutPLANSTOP HEADER 0' OR 12' SOLAR \ 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 PANELS SCALE= N.T.S. DISTANCE DECREASES FOR COLLECTOR COUPLING ARRAYS ENCROACHING IN PRESSURE HOSE CONNECTOR ZONE 2 ANDIOR 3 (2) NO.14 x 2" MIN SS HEX WASHER HEAD OR SHEET METAL SCREW PER MOUNT N "A" LOCATION INTO PLYWOOD SHEATHING OR ONE SCREW WITH FULL EMBEDMENT IN RAFTER OR' COLLECTOR HEADER 2.00" I.D. COLLECTOR TUBES EXISTING ROOFING 9 1" DIA SS FENDER WASHER MINIMUM 1/2" O.S.B. OR 1/2" COX PER SCREW DETAIL A SHEATHING B OTHERS) (DESIGN OF SCALE= N.T.S. OEM PVC ANCHOR 1/2" PLASTIC COATED 316 BUTTON OR 16 GA. 7/8" X C COATED STAINLESS STRAPPING ANGLED LONG) E G) .048" THICK, 670 LB BREAK N0.14 x 3" MIN SS HEX LONG) SLOTTED LEG FOR I STRAP SPACIN rn STRENGTH WASHER HEAD OR SHEET STRAP INSTALLATION (SEE DETAIL w METAL SCREW PER (TYP )50" CTC MAX. j ANCHOR LOCATION ROOFING (EXISTING) MINIMUM 112" O.S.B. OR 1/2" CDX CONTINUOUS PLYWOOD SHEATHING (DESIGN OF SS STRAP TRUSSES OR RAFTER SHEATHING BY OTHERS) ANCHORING SCREWS SHALL HAVE DETAIL B EMBEDMENT IN TRUSS OR RAFTER 1/2" PLASTIC COATED 316 SCALE- N.T.S. MAX. 50" CTC MAX. ALONG STRAP STAINLESS STELL STRAPPING NO.14 x 3" MIN SS HEX .048" THICK, 670 LB BREAK WASHER HEAD OR SHEET fn - 00 STRENGTH METAL SCREW PER ANGLE OR PVC BUTTON ANCHOR LOCATION el ROOFING (EXISTING) 1 (SEE DETAIL B) File Copy RA ED FOR CODE COMPLIANCE ATTACHMENT HARDWARE NOTE: CONTRACTOR TO USE OEM ATTACHMENT PARTS ONLY LUCIE COURT - wm BOCC U, llj jjl MOUNT A - (2) NO.14 x 2" MIN SS HEX WASHER HEAD OR SHEET METAL SCREW PER ANCHOR LOCATION 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, 1W 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". B. NO USE IN PRESSURE ZONE 3 IN HVHZ MINIMUM 1/2" O.S.B. OR 1/2" COX PLYWOOD SHEATHING (DESIGN OF SHEATHING BY OTHERS) DETAI L C ANCHORING SCREWS SHALL HAVE SCALE- N.T.S. EMBEDMENT IN TRUSS OR RAFTER MAX. 50" CTC MAX. ALONG STRAP SCANNED BY St, Luce Coun1T, NOT VALID WITHOUT THE BLUE INK SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA LICENSED PULLED A ENGINEER. G� TRHISUIRESPLAN MAY BC R P �N FILE. .��0� SEy� :W - - _ LL I. S[NITW, P F�c42087�� ,o .......... U z LLl LU cc R CR m¢n 2 �Zrn ro=C Z Wa oN O Il O F LL D! Ka ax 00 oa F Q J H to z z INSTALL A 3/8" S.S. MACHINE SCREW THROUGH TUBE INTO TOP OF S-5 CLAMP 1 SEAM 1" SO. X 1/8" ALUM, TUBE (6061-T6) L )�fi INSTALL A MIN. OF (2) 3/8- BULLET NOSE STAINLESS STEEL SET SCREWS TO STANDING I '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 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 PANES. CLAMP SPACING TO MATCH STRAP SPACING (48" CTC FROM PANEL EDGE TO PANEL EDGE, AND AS SPECIFIED ON PAGE S-1, FOR MAX. SPACING Deno.n TA euu nr n."m GENERAL NOTE. ■ COMPONENTS ARE OPTIONAL TYP. PLU ABM 8CFD3MTc sz E NTS 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 TRANSFERRED TO THE ROOF FRAMING THROUGH THE SOLAR ATTACHMENT h' 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 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 CONIC. TILE ONLY (NOT INTO ROOF MEMBRANE) AND INSTALL TAPCON POMP SO AS NOT TO BREAK TILES. Del) AUXILLARY HEATER (I19) AUTOMATIC CONTROL • OPTIONAL COMPONENTS OM POOL 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 RESONSIBlUTY. 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. 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"xt'X1/9" 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 STRAFING. 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 Flat Ron Gable Roof (B 5 711 Hfo Roof (P< B 5 27°7 t 2 Gable Roof (r< B 9450) Interior Zones INEnd ZGnas . Comer Zones am,.>m.rmev,.ra., aoee.",. rMur,.m.° wn.m.a PRESSURE ZONE NOTES NTS PRESSURE ZONE NOTES 10 PERCENT OF THE LEAST HORIZONTAL DIMENSION OR .4h, WHICHEVER IS LESS, BUT NOT LESS THAN EITHER 49 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. TILE ROOF SCALE-- N.T.S. REVIEWED FOR CODE COMPL"IANGE ST" L.UC®IE/C09. NTY BONG COLLECTOR HEADER 2.00" I.D. 5/32" WALL THICKNESS COLLECTOR TUBES 0.220 I.D. WITH 0.030 WALL CONIC. BARREUFLAT TILE G MINIMUM 1/2" O.S.B. OR itO PLYWOOD SHEATHING \ It z `t1a11t111A1Rlfj�ER 4 W N ` ODMLS�{TBye WZ INK SIGNATUR U) Q N]RR7�66 AL, OF LORIDA tL O. T� E7�W16�E D? 4 T PULLED O J EO IR6$. SA SE��{,��IRIGINAL APER COPY OF Vr O y THL PLAN,. MfiIC4VOT BE L1%&FER PLANS ON Z O DID z � y Q fill