HomeMy WebLinkAboutBuilding PlansTOP HEADER RUBBER COUPLING
4'x8', 19 OR 12' UPPER HOLD DOWN CLAMP
SOLAR PANELS \ (SEE DETAIL A) (2 PER PANEL MIN.)
NOT > 46" CTC, NOT < 16" CTC
PANEL (TYP.) L— BOTTOM HEADER
(SEE DETAIL B)
PANELS
SCALE= NT.S.
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R I �ED OR
CODE COMPLIANCE
ST. L CIE COU TY
ATTACHMENT HARDWARE
NOTE: CONTRACTOR TO USE OEM ATTACHMENT PARTS ONLY
MOUNT A - (2) NO.14 x 2" MIN
SS HEX WASHER HEAD OR
SHEET METAL SCREW PER
ANCHOR LOCATION
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 OR SHEET
METAL SCREW PER MOUNT
N "A" LOCATION INTO PLYWOOD
SHEATHING OR ONE SCREW
I WITH FULL EMBEDMENT IN
RAFTER OR TRUSS
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1" DIA SS
FENDER WASHER J MINIMUM 1/2" O.S.S. OR 112" COX
OD SHEATHING ESIGNOF
PER SCREW PLYWDETAIL SHEATOHINGBYOTHERS)
SCALE- N.T.S.
OEM PVC ANCHOR
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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 N0.14 x 3" MIN SS HEX LONG) SLOTTED LEG FOR..
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STRENGTH WASHER HEAD OR SHEET STRAP INSTALLATION
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METAL SCREW PER (TYPO 50" CTC MAX.
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ANCHOR LOCATION
ROOFING (EXISTING)
MINIMUM 1/2" O.S.B. OR 1/2" COX
CONTINUOUS
PLYWOOD SHEATHING (DESIGN OF
SS STRAP
TRUSSES OR RAFTER I/ \I SHEATHING BY OTHERS)
y�l ANCHORING SCREWS SHALL HAVE
DETAIL B
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EMBEDMENT IN TRUSS OR RAFTER
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1/2" PLASTIC COATED 316 SCALE- NT& MAX. 50" CTC MAX. ALONG STRAP
STAINLESS STELL STRAPPING
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NO.14 x 3" MIN SS HEX
.048"THICK, 670 LB BREAK WASHER
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STRENGTH HEAD OR SHEET
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METAL SCREW PER ANGLE OR
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PVC BUTTON ANCHOR LOCATION
ROOFING (EXISTING)
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MINIMUM 1/2"O.S.B.OR1/2"COX
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/ PLYWOOD SHEATHING (DESIGN OF
TRUSSES OR RAFTER) SHEATHING BY OTHERS)
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DETAIL C
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 it STRUCTURES.
3. WIND EXPOSURE CATEGORY = C & q (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".
B. NO USE IN PRESSURE ZONE 31N HVHZ
ANCHORING SCREWS SHALL HAVE
SCALE- N.TS. EMBEDMENT IN TRUSS OR RAFTER
MAX. 50" CTC MAX. ALONG STRAP
NOT VALID WITHOUT THE BLUE INK SIGNATURE
AND THE ORIGINAL SEAL OF A FLORIDA LICENSED
ENGINEER. PULL9,ED REQUIRES A
MAY R P ONTFlLE.PLAN.
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INSTALL A 3/8' S.S. MACHINE
SCREW, THROUGH TUBE INTO 1' SQ. X 1/8' ALUM, TUBE
TOP OF S-5 CLAMP (6061-T6)
"S-5" ALUM. CLAMP
i� (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 ASSEMBLES
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 '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
DADdnn m ouu nr D1l,ri\
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 P.i2ESSURE ZONE 2 OR 3,
ANCHORING SHALL BE ADJUSTED AS PER S{, CIFICATIONSHEREIN.
CONTRACTOR SHALL ATTACH COLLECTOR ARRAY W-,(H OEM MARDWARE
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AND STRAPPING. CONTRACTOR MUST BE CAREFUL='TO "CENTER" ANCHORS
SO SCREWS ARE. INSTALLED INTO THE CENME -OF JTHE TRUSS TOP CHORD
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OR RAFTER BELOW. AN APPROVED ALTERNATIVE WOULD BE CONTRACTOR
a
INSTALLED NOMINAL 2"X4" SOUTHERN PINE #2 BLOCKING BETWEEN
TRUSSES OR RAFTERS AT SCREW LOCATION; CtRTERE-D�QA SCREW.
a
BLOCKING SHALL BE CONNECTED TO TRUSS-.-
RUSS; OR RAFTER WITH SIMPSON
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A34 OR A23 ON EACH FACE OF BLOCKING (2 C6NNECTORS PER
Flat Roof Hip Roof (7^<6 A 27"t
CONNECTION TO TRUSS OR RAFTER). S tii
2.
CONTRACTOR SHALL ADHERE TO REQUIREMENTT OF"FBC'CHAPTER 15
(ROOFING) AND BEST PRACTICES OF NRCA ROOFING' & WATERPROOFING
MANUAL TO ENSURE THE SOLAR INSTALLATION'qtlES}NOS CAUSE ROOF
LEAKS AT INITIAL INSTALLATION OR AS THE SYSTEM "AGES".
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3.
AS LONG AS CONNECTOR SPACING AND NUMBERSIARE NOT REDCUED THE
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CONTRACTOR MAY USE A SUBSTRATE OR ALUMINUM MOUNTING FRAME,
"SANDWICHED" BETWEEN THE COLLECTOR AND, OOF 91 FLUSH MOUNT
INSTALLATIONS ONLY. f'
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4.
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OEM STRONGLY RECOMMENDS AGAINST CLAMPS ONyTHE BOTTOM HEADER.
5.
SOLAR UNITS INSTALLED PER THIS PLAN SHALL -,NOT FORM PART OF THE
Gable Roof fB 57"1 Gable Roof (7"<Beg 45ot
BUILDING ENVELOPE (I.E. WINDOW, DOOR). SOLAR UIJI:TS SHALL BE
MOUNTED ABOVE ROOF SURFACE LIKE A A/C CONDENSER. THEREFORE
❑ hte pr zones End zones .rner zones
1bY,. b„MY,.Ln, NmI,. Ln,9WID-tm,]
NOT REQUIRING A PRESSURE RATING (I.E. WINDOWS,,DOORS). SOLAR
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UNITS SHALL BE MOUNTED VERY CLOSE TO TI tE RWNSURFACE, TO
PRESSURE ZONE NOTES
PROVIDE PRESSURE EQUALIZATION BETWEEN7,7HE ROOFCSURFACE AND THE
NTS
BACK OF THE SOLAR UNITS. THIS RESULTS 1N NO SIGNIFICANT CHANGES
IN THE LOADS ON THE ROOF FRAMING FOR A PARALLEL MOUNT AND
PRESSURE ONE NOTES
MODEST CHANGES IF TILT UP. HOWEVER THE INTERNA�AND EXTERNAL
a.
COMPONENTS OF WIND PRESSURE DECOUPLE; E G. THEryR00F RESISTS THE
10 PERCENT OF THE LEAST HORIZONTAL DIMENSION OR .4h,
INTERNAL WIND PRESSURES AND THE SOLARIGNITS RESIST THE EXTERNAL
WHICHEVER IS LESS, BUT NOT LESS THAN EITHER 4% OF LEAST
WIND PRESSURES. THE EXTERNAL WIND FORCES'ARE THEN
HORIZONTAL DIMENSION OR 3 FT.
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TRANSFERRED TO THE ROOF FRAMING THROUGH THE SOLAR ATTACHMENT
MEAN ROOF HEIGHT, IN FEET, EXCEPT THAT EAVE HEIGHT SHALL
BE
HARDWARE. r;pa
USED FOR ROOF ANGLES < THAN 10 DEGREES.
,+") 0:
ANGLE OF PLANE OF ROOF FROM: HORIZONTAL, IN DEGREES.
5.
SOLAR POOL HEATING COLLECTORS ARE REQUIREDN40 BE TESTED,
CERTIFIED AND LISTED BY THE FLORIDA SOL'AR-ENERGY CENTER.
CONTRACTOR PROVIDE DOCUMENTATION TO OWNER OF THEIR
FOR
LISTING AND RATINGS.
REVIEWED
3-WAY VALVE
PROVIDE 1/4" STAINLESS STEEL TAPCON SCREW,
VATER SENSOR
OF ADEQUATE LENGTH TO SECURE BRACKET TO
FILTER
CEMENT TILE DRILL HOLE THRU CONC. TILE ONL)
PUMP
(NOT INTO ROOF MEMBRANE) AND INSTALL TAPC
SO AS NOT TO BREAK TILES.
AUKILLARY NEATER
1
(Ila) AUTOMATIC CONTROL
- OPTIONAL COMPONENTS
IM POOL
GENERAL NOTE- ■ COMPONENTS ARE OPTIONAL
TYP. PLUMBMO SCHE MAI=
SDML. 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.
SS
:R WASHER
APPLY ADHESIVE TO THE INTERFACE OFT HE SOLAR VJORLD OUNTING
BRACKET AND PVC BUTTON ANCHORS BEING ATTACHED,fO THE'°
CONCRETE FLAT TILE OR BARREL TILE. CONTRACTOR SHALL ALSO APPLY
ANCHORING EPDXY TO TAP CON SHAFT PRIOR TO INSTAI,LING*AP CON.
TAP CON TO BE INSTALLED PRIOR TO EPDXY SETTING. A 3' X1'Sc1/6"
ALUMINUM (ALLOY: 6061-T6) ANGLE MAY BE USED TO MOUNT PANELS TO
TILE AS A CONTRACTORS OPTION. APPROVED ANCHORIV..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 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 f12. 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 ATILE. STRAP BRACKET TILE ROOF <
SCALE= N.T.S.
CODE COMPLIANCE
ST• LUCIE COUNTY
SOCC
- COLLECTOR HEADER 2.00" I.D.
5/32" WALL THICKNESS
COLLECTOR TUBES
0.2201.D. WITH
0.030 WALL
CONC. BARREL/FLAT TILE
MINIMUM 112" O.S.B. OR
PLYWOOD SHEATHING
�IIRAFTER
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