HomeMy WebLinkAboutINSTALLATION OF A ROOF TOP SOLAR POOL HEATER4 ,
TOP HEADER RUBBER COUPLING DISTANCE DECREASES FOR
COLLECTOR COUPLING
4
UPPER HOLD DOWN CLAMP ARRAYS ENCROACHING IN PRESSURE 'x8', 10' OR 12' HOSE CONNECTOR
MIN.) ZONE 2 AND/OR 3
SOLAR PANELS (SEE DETAIL A) (2 PER PANEL COLLECTOR HEADER 2.00" I.D.
NOT > 48 CTC, NOT < 16" CTC (2) NO. 14 x 2" MIN SS HEX
1-� - — -ON SHER HEAD OR SHEET
J
SOLAR PANEL (TYP.)
ATTACHMENT HARDWARE
L BOTTOM HEADER
(SEE DETAIL B)
PANELS
SCALE= N.T.S.
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ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COO ,LANCE
REVIEWED BY
DATE D 6
I3654S Atmo% MIT
MUST OR KrAPT ON JOB OR
NO INAPP-dIrldN WILL 9F- MADE
MOUNT A - (2) NO.14 x 2" MIN
SS HEX WASHER HEAD OR
SHEET METAL SCREW PER
ANCHOR LOCATION
ETAL SCREW PER MOUNT -
" LOCATION INTO PLYWOOD
HEATHING OR ONE SCREW
ITH FULL EMBEDMENT IN
FTER OR TRUSS
1" DIA SS
FENDER WASHER
PER SCREW
_ ml'' v
OEM PVC ANCHOR
BUTTON OR 16 GA. 7/8" X
1/2" SS ANGLE (1 1/8"
NO.14 x 3" MIN SS HEX LONG) SLOTTED LEG FOR
WASHER HEAD OR SHEET STRAP INSTALLATION
METAL SCREW PER (TYP.) 50" CTC MAX.
ANCHOR LOCATION
1/2" PLASTIC COATED 316
STAINLESS STELL STRAPPING
.048" THICK, 670 LB -BREAK
STRENGTH —�
TRUSSES OR
COLLECTOR TUBES
EXISTING ROOFING
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MINIMUM 1/2" O.S.B. OR 1/2" CDX
PLYWOOD SHEATHING (DESIGN OF
SHEATHING BY OTHERS)
ROOFING (EXISTING)
I \ A MINIMUM 1/2" O.S.B. OR 1/2" CDX
PLYWOOD SHEATHING (DESIGN OF
SHEATHING BY OTHERS)
ANCHORING SCREWS SHALL HAVE
TRUSS OR
1/2" PLASTIC COATED 316 DETAIL .B MAXE50" CTCIMAX. ALONG STRAPRAFTER
STAINLESS STELL STRAPPING N0S4 x 3" MIN SS HEX
.048" THICK, 670 LB BREAK WASHER HEAD OR SHEET
STRENGTH METAL SCREW PER ANGLE OR
PVC BUTTON ANCHOR LOCATION
TRUSSES OR
1. THE STRUCTURAL SYSTEMS DEPICTED HEREIN THESE
DRAWINGS WERE DESIGNED IN ACCORDANCE WITH
THE FLORIDA BUILDING CODE 5TH EDITION (2014) AND
ASCE 7 "MINIMUM DESIGN LOADS FOR BUILDINGS AND
OTHER STRUCTURES (LATEST EDITION).
2. WIND SPEED IS 170 MPH ULTIMATE VELOCITY (132 MPH
NOMINAL WIND SPEED) RISK CATEGORY IFSTRUCTURES.
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
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DETAIL C
SCALE= N.T.S.
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
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NOTE: CONTRACTOR TO USE OEM ATTACHMENT PARTS ONLY
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INSTALL A 3/8" S.S. MACHINE
SCREW THROUGH TUBE INTO
TOP OF S-5 CLAMP 1 /
1" SQ. X 1/8" ALUM. TUBE
(6061-T6)
"S-5" ALUM. CLAMP
-Od
2" 1 1/2" (6061-T6)
INSTALL A MIN. OF (2)
3/8" BULLET NOSE STAINLESS
STEEL SET SCREWS TO STANDING
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" 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 (48"
CTC FROM PANEL EDGE TO PANEL EDGE, AND AS SPECIFIED ON PAGE S-1 FOR MAX. SPACING
PADAI I Cl Tn DIM AC DAMO
LEGEND
O1 VACUUM RELIEF (1 MIN.
W/ OPTIONAL LOCATION)
2N THERMOMETER
3r SENSOR
04 BALL VALVE (OPTIONAL)
OS CHECK VALVE
06 3-WAY VALVE
7w WATER SENSOR
08 FILTER
09 PUMP
lOr1 AUXILLARY HEATER
11■ AUTOMATIC CONTROL
1 OPTIONAL COMPONENTS
OM POOL
GENERAL..NOTE,IN COMPONENTS ARE OPTIONAL
TYP. PLUMBINQ SCHEMATIC
SCME N.T.S.
NOTES:
1. PLUMBING SHALL BE INSTALLED AS PER DETAIL AND ALL REQUIREMENTS OF THE
FLORIDA BUILDING CODE 5TH EDITION (2014) PLUMBING. 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 2010 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 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 REDUCED 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 a:
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 h:
WIND PRESSURES. THE EXTERNAL WIND FORCES ARE THEN
TRANSFERRED TO THE ROOF FRAMING THROUGH THE SOLAR ATTACHMENT 0:
HARDWARE.
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 oot
Gable Roof (0 5 71
Hip Roof (704 A 5 271)
Gable Roof (70< 0 S 45"1
Interior Zones ® End Zones Comer Zones
fl001f•ZOM "WOPJ •2➢n0d R.I.- Z.. 2"A. Z., 6 Pooh. Z_3
PRESSURE ZONE NOTES
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.
THE STRUCTURAL SYSTEMS DEPICTED HEREIN THESE DRAWINGS
WERE DESIGNED' IN ACCORDANCE WITH THE FLORIDA BUILDING
CODE 5TH EDITION (2014) RESIDENTIAL AND ASCE 7 "MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (LATEST
EDITION). SEE PAGE 1 FOR DESIGN WIND SPEED, STRUCTURE
RISK CATEGORY, WIND EXPOSURE CATEGORY, ALLOWABLE ROOF
ANGLES, MAX. HEIGHT OF STRUCTURE AND MEAN ROOF HEIGHT,
AND STRAPING REQUIREMENTS.
COLLECTOR HEADER 2.00" I.D.
5/32" WALL THICKNESS
NOTE: -`"—
APPL 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"xl/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
� • T
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) j
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 TUBES
0.220 I.D. WITH
0.030 WALL
�- CONC. BARREUFLAT TILE
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