HomeMy WebLinkAboutPLANS - ROOF TOP SOLAR POOL HEATERTOP HEADER
SOLAR PANELS
PANEL (TYP.)
°A
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.
ATTACHMENT HARDWARE
NOTE: CONTRACTOR TO USE OEMI-_AkCHMENT PARTS ONLY
(SEE DETAIL B)
MOUNT A - (2) NO.14 x 2" MIN
SS HEX WASHER HEAD OR
SHEET METAL SCREW PER
ANCHOR LOCATION,
DISTANCE DECREASES FOR
0
i
COLLECTOR COUPLING
ARRAYS ENCROACHING IN PRESSURE
HOSE CONNECTOR
ZONE2AND/OR3
m
COLLECTOR HEADER 2.00" 1. D.
(2) NO. 14 x 2" MIN SS HEX
u
--WASHER
HEAD OR SHEET
u�
SCREW PER MOUNT
N
IFMETAL
/n
"A" LOCATION INTO PLYWOOD
COLLECTOR TUBES
-
SHEATHING OR ONE SCREW
00
WITH FULL EMBEDMENT IN
RAFTER OR TRUSS
EXISTING ROOFING
E
cli
1" DIA SS
FENDER WASHER
MINIMUM 1/2" O.S.B. OR 1/2" COX
PER SCREW
OD SHEATHING (DESIGN OF
DETAIL A
SHEATHING BY OTHERS)
SCALE= N.T.S.
OEM PVC ANCHOR
cl)
1/2" PLASTIC COATED 316
BUTTON OR 16 GA. 7/8" X
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
STRAP SPAC I
I w
STRENGTH
WASHER HEAD OR SHEET STRAP INSTALLATION
(SEE DETAIL
CATPER (TYP.) 50" CTC MAX.
ANCHOR LOMETAL
ION
ROOFING (EXISTING)
f I \ MINIMUM 1/2" O.S.B. OR 1/2" COX
CONTINUOUS PLYWOOD SHEATHING (DESIGN OF
SS STRAP TRUSSES OR RAFTER \Bn
SHEATHING BY OTHERS)
ANCHORING SCREWS SHALL HAVE
DETAIL EMBEDMENT IN TRUSS OR RAFTER
1/2" PLASTIC COATED 316 SCALE,- N.T.S. MAX. 50" CTC MAX. ALONG STRAP
STAINLESS STELL STRAPPING N0.14 x 3" MIN SS HEX
N 9 STRENGTH THICK, 670 LB BREAK WASHER HEAD OR SHEET
= STRENGTHcoMETAL SCREW PER ANGLE OR
PVC BUTTON ANCHOR LOCATION
ROOFING (EXISTING)
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 8 D (SEE NOTE 97)
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 NIPH 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
a VA�,,
DETAIL C
SCALE= N.T.S.
FILE COPY
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REVIEWED FORAND
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CODE COMPLIP.NCmy
ST. LUCIE COU TY$4
B®CC
MINIMUM 1/2" O.S.B. OR 112" CDX
PLYWOOD SHEATHING (DESIGN OF
SHEATHING BY OTHERS)
ANCHORING SCREWS SHALL HAVE
EMBEDMENT IN TRUSS OR RAFTER
MAX. 50" CTC MAX. ALONG STRAP
SICANNED
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FLORIDA LICENSED
LED REQUIRES A
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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
(6061-T6)
INSTALL A MIN. OF (2)
3/8' BULLET NOSE STAINLESS
STEEL SET SCREWS 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 014 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-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 PACE S-1 FOR MAX. SPACING
o�o�nn Tn ouu nr o•un\
0) VACUUM RELIEF
THERMOMETER
® SENSOR
Oq BALL VALVE
OS CHECK VALVE
06 3-WAY VALVE
7® WATER SENSOR
OB FILTER
09 PUMP
10� AUXRLARY HEATER
11� AUT13MATIC CONTROL
■ OPTIONAL COMPONENTS
ON POOL
GENERAL NOTE- ■ COMPONENTS ARE OPTIONAL
TYP. PLUNABINO ✓ AA'M
e - KTS
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 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
h
h
AND STRAPPING. CONTRACTOR MUST BE CAREFUL TO "CENTER" ANCHORS
SO SCREWS ARE INSTALLED INTO THE CENTER OF THE TRUSS TOP CHORD
a
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.
a a
BLOCKING SHALL BE CONNECTED TO TRUSS OR RAFTER WITH SIMPSON
A34 OR A23 ON EACH FACE OF BLOCKING (2 CONNECTORS PER
Ffat RoofHIP Root rP< 0s 27"1
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
n
n
LEAKS AT INITIAL INSTALLATION OR AS THE SYSTEM "AGES".
3.
AS LONG AS CONNECTOR SPACING AND NUMBERS .ARE NOT REDCUED THE
a a
CONTRACTOR MAY USE A SUBSTRATE OR ALUMINUM MOUNTING FRAME,
"SANDWICHED" BETWEEN THE COLLECTOR AND ROOF ON FLUSH MOUNT
INSTALLATIONS ONLY.
a'
4.
OEM STRONGLY RECOMMENDS AGAINST CLAMPS ON THE BOTTOM HEADER.
5.
SOLAR UNITS INSTALLED PER THIS PLAN SHALL NOT FORM PART OF THE
Gable Roof (057") Gable Roof (7'<0545'1
BUILDING ENVELOgE (I.E. WINDOW, DOOR). SOLAR UNITS SHALL BE
❑ Imenorzones End zones comer zones
MOUNTED ABOVE ROOF SURFACE LIKE A A/C CONDENSER. THEREFORE
n,w. m.um.mn, c n.rw zxv,.zr.e ae,,.m.,
NOT REQUIRING A PRESSURE RATING (I.E. WINDOWS, DOORS). SOLAR
UNITS SHALL BE MOUNTED VERY CLOSE TO THE ROOF SURFACE, TO
PRESSURE ZONE NOTES
PROVIDE PRESSURE EQUALIZATION BETWEEN THE ROOF SURFACE AND THE
NTS
BACK OF THE SOLAR UNITS. THIS RESULTS IN NO SIGNIFICANT CHANGES
IN THE LOADS ON THE ROOF FRAMING FOR A PARALLEL MOUNT AND
PRESSURE ZONE NOTES
MODEST CHANGES IF TILT UP. HOWEVER THE INTERNAL AND EXTERNAL
o.
COMPONENTS OF WIND PRESSURE DECOUPLE, E.G. THE ROOF RESISTS THE '
10 PERCENT OF THE LEAST HORIZONTAL DIMENSION OR .4h,
INTERNAL WIND PRESSURES AND THE SOLAR UNITS RESIST THE EXTERNAL
WHICHEVER IS LESS, BUT NOT LESS THAN EITHER 4% OF LEAST
WIND PRESSURES.. THE EXTERNAL WIND FORCES ARE THEN h:
HORIZONTAL DIMENSION OR 3 FT.
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
REVIEWED FOR
LISTING' AND RATINGS.
=<
CODE COMPLIANCE
VDwsS
FENDER WASHER ST. LUCIE COUNTY
PROVIDE 1W STAINLESS STEEL TAPCON SCREWS
OF ADEQUATE LENGTH TO SECURE BRACKET TO B O C C
CEMENT TILE DRILL -HOLE THRU CONC. TILE ONLY
(NOT INTO ROOF MEMBRANE) AND INSTALL TAPCON \ \ 5/32 LWALLTHICKNECTOR HEADER 00" I.D.
THICKNESS
SO AS NOT TO BREAK TILES.
NOTE:
APP-C4 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:-606fiT6) ANGLE MAY BE USED TO MOUNT PANELS TQ
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"
pN�I
Al
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
I
Z TI
PRESSURE ZONE 3. ADJUST STRAPPING SPACING FOR MEAN ROOF
FI
HEIGHT OF STRUCTURE FiRO05 FT. TO 30 FT. AS SPECIFIED ON PG. S-1.
=
BUTTON ANCHORS TO BE INSTALLED IN CENTER AND/OR CROWN OF TILE.
= J
STRAP BRACKET TILE ROOF
SCALE= N.T.S.
COLLECTOR TUBES
0.220 I.D. WITH
0.030 WALL
N
VJ
�- CONC. BARRELIFLAT TILE G]
C
MINIMUM 1/2" O.S.B. OR �
PLYWOOD SHEATHING 0
RAFTER W J
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