HomeMy WebLinkAboutPLANSTOP HEADER RUBBER COUPLING DISTANCE DECREASES FOR COLLECTOR COUPLING
- - - -- UPPED HOLD DOWN CLAMP- - - ARRAYS ENCROACHING IN PRESSURE _ -HOSE-CONNECTOR
4'x8', 10- OR 12' (SEE DETAIL A) (2 PER PANEL MIN.) ZONE 2 AND/OR 3
SOLAR PANELS —� NOT > 48" OTC, NOT < 16" CTC (2) NO. 14 x 2" MIN SS HEX
ASHER HEAD OR SHEET
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SOLAR PANEL (TYP.) L_- esU I I Um nr.Huen
PANELS
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ATTACHMENT HARDWARE
MnTF• rr)N7PAr.TnR Tn usF nEM M►TTACHMENT PARTS ONLY
L- (SEE DETAIL B)
RECEIVED
OCT 19,2018
Permitting Department
St. Lucie County
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
COLLECTOR H "I.D.
�- COLLECTOR TUBES C
EXISTING ROOFING
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1
U N
1" DIA SS -
\_ MINIMUM 1/2" O.S.B. OR 1/2" CDX
FENDER WASHER
PER SCREW
PLYWOOD SHEATHING (DESIGN OF
A
DETAIL SHEATHING BY OTHERS)
SCALE= N.T.S.
OEM PVC ANCHOR
BUTTON OR 16 GA. 7/8" X
1/2" PLASTIC COATED 316
1/2" SS ANGLE (1 1/8"
STAINLESS STELL STRAPPING
048"THICK, 670 LB BREAK
N0.14 x 3" MIN SS HEX LONG) SLOTTED LEG FOR
WASHER HEAD OR SHEET STRAP INSTALLATION
STRENGTH
METAL SCREW PER (TYP•) SW CTC MAX.
ANCHOR LOCATION
ROOFING (EXISTING)
MINIMUM 1/2" O.S.B. OR 1/2" CDX
PLYWOOD SHEATHING (DESIGN OF
TRUSSES OR RAFTER SHEATHING BY OTHERS)
ANCHORING HAVE
DETAIL B EMBEDMENT INTRUSS ORSCEWSLRAFT R
STAINLESS STELA STRAPPING SCALE= N.T.S. • MAX. 50" CTC MAX. ALONG STRAP
NO.14 x 3' MIN SS HEX
.048 THICK, 670 LB BREAK WASHER HEAD OR SHEET
STRENGTH METAL SCREW PER ANGLE OR
D Q I PVC BUTTON 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 II STRUCTURES.
3. WIND EXPOSURE CATEGORY = C & D (SEE NOTE #7)
4. ROOF ANGLE: 0° TO 450
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
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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 VAUD WITHOUT THE BLUE INK SIGNATURE
AND THE ORIGINAL SEAL OF A FLORIDA LICENSED
ENGINEER. ` PULLED REQUIRES A
SEA[gell OFTHIS PLAN.
MA; �8 •��.......R.OP FILE.
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INSTALL A 3/8° S.S. MACHINE
SCREW THROUGH TUBE_ INTO
TOP OF S-5 CLAMP 1
1" SO. X I /e ALUM. TUBE
(6061-T6)
'S-5" ALUM. CLAMP
2" - e 1 1 " -� (6061-T6)
INSTALL A MIN. OF (2)
3/8" BULLET NOSE STAINLESS
STEEL Sp ttsCREWS 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 0S-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
PARALLEL TO RUN OF PANEL) _,&
_EGEND
fACUUM RELIEF
THERMOMETER
SENSOR
BALL VALVE
'.HECK VALVE
I —WAY VALVE
iATER SENSOR
-ILTER
PUMP
NUXILLARY HEATER
4UTOMATIC CONTROL
!ONAL COMPONENTS
TYIP. FLUMBIf G SCHEMATIC
SGLLE: ILLS.
NOTES:
1. PLUMBING SHALT_ 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_PART OF SYSTEM _MUSTENCROACH ACH INTO PRESSURE ZONE 2 OR 3,
ANCHORING SHALL BE ADJUSTED A-5 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 do 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,
"SANDWICNb" '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 ATTACHMENT0:
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
Flat of
Gable Roof (a 5 70)
Hip Roof (70< 0 5 27°t
Gable Roof (7°< (I 5 4501%
interior Zones ® End Zones . Comer Zones
flo"l•i..NRW•l. 4 eeoI•7m.5 ". o.z..7
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.
PROVIDE 1/41, STAINLESS STEEL TAPCON SCREWS
OF ADEQUATE LENGTH TO SECURE BRACKET TO COLLECTOR HEADER 2.00" I.D.
CEMENT TILE DRILL HOLE THRU CONIC. TILE ONLY 5132" WALL THICKNESS
(NOT INTO ROOF MEMBRANE) AND INSTALL TAPCON
SO AS NOT TO BREAK TILES.
COLLECTOR TUBES
0.220 I.D. WITH
NOTE: 0.030 WALL
APP[7 ADHESIVE TO THE INTERFACE OF THE SOLAR WORLD MOUNTING
BRACKET AND PVC BUTTON ANCHORS BEING ATTACHED TO THE CONC. BARREUFLAT TILE
CONCRETE FLAT TILE OR BARREL TILE. CONTRACTOR SHALL ALSO APPLY
ANCHORING EPDXY TO TAP CON SHAFT PRIOR TO INSTALLING TAP CON. MINIMUM 1/2" O.S.B. OR
TAP CON TO BE INSTALLED PRIOR TO EPDXY SETTING, A 3"x1"x118"
ALUMINUM (ALLOY: 6061-T6) ANGLE MAY BE USED TO MOUNT PANELS TO PLYWOOD SHEATHING
TILE AS A CONTRACTORS OPTION. APPROVED ANCHORING EPDXIES ARE RAFTER
CHEMLINK "M-1", SUREBOND "SB-19O" OR APPROVED EQUAL.
INTERMEDIATE BUTTON ANCHORS TO BE PROVIDED FOR SS STRAPPING N �LS�BLEB INK SIGNAT
AS DETAILED ON PAGE S-1. SPACING OF BUTTON ANCHORS ARE 48 OC AL peFLORIDA
ALONG THE SS STRAPING. SPACING OF STRAP ING 15 27 OC (EXP. C) & 24" � CR EVERY F ESMIT PULLE
OC (EXP. D) FOR PRESSURE ZONE 1 AND 161 OC (EXP. C) & 12" OC (EXP. D) EQ IR A SEg�,��, RIGINAL APER COPY
FOR PRESSURE ZONE #2. PANELS ON TILE SHALL NOT BE INSTALLED IN .'. THIS•' PL � HE Ll fl*MR PLANS
PRESSURE ZONE 3. ADJUST STRAPPING SPACING FOR MEAN ROOF FILE;. "
HEIGHT OF STRUCTURE FROM 15 FT. TO 30 FT. AS SPECIFIED ON PG. S-1. a : a
BUTTON ANCHORS TO BE INSTALLED IN CENTER AND/OR CROWN OF TILE. �� I
STRAP BRACKET TILE ROOF a.�.�:�b 58
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