HomeMy WebLinkAboutBuilding PlanTOP HEADER RUBBER COUPLING
4'x8', 10' OR 12' UPPER HOLD DOWN CLAMP
SOLAR PANELS \ (SEE DETAIL A) (2 PER PANEL MIN.)
NOT > 48" OTC, NOT < 16" CTC
PANEL (TYP.) L BOTTOM HEADER
(SEE DETAIL B)
PANELS
SCALE= NTS,
&EWED FOR
CODE COMPLIANCE
ST. LUCIE COUN
BOCC �? �
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
—WASHER HEAD OR SHEET
METAL SCREW PER MOUNT
C',"A" LOCATION INTO PLYWOOD
0 - SHEATHING OR ONE SCREW
co WITH FULL EMBEDMENT IN
RAFTER OR TRUSS
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(DESIGN OF
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INMINIMUM
SHEATHING
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SCALE= N.T.S.
OEM PVC ANCHOR
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1/2" PLASTIC COATED 316 _ BUTTON OR 16 GA. 718" X
STAINLESS STELL STRAPPING 1/2" SS ANGLE (1 1/8"
.048" THICK, 670 LB BREAK NO.14 x3" MIN SS HEX LONG) SLOTTED LEG FOR
STRAP SPACIN
TRAPSPACC(SEE
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STRENGTH WASHER HEAD OR SHEET STRAP INSTALLATION
DETAIL C
METAL SCREW PER (TYP•) SO" CTC MAX.
ANCHOR LOCATION
ROOFING (EXISTING)
MINIMUM 1l2" O.S.B. OR 1/2" CDX
CONTINUOUS
PLYWOOD SHEATHING (DESIGN OF
SS STRAP
TRUSSES OR RAFTER SHEATHING BY OTHERS)
DETAIL B ANCHORING SCREWS SHALL HAVE
1/2" PLASTIC COATED 316 EMBEDMENT IN TRUSS OR RAFTER
SCALE- - N.T.S. MAX. 50" CTC MAX. ALONG STRAP
STAINLESS STELL STRAPPING
M
.048" THICK, 670 LB BREAK N0.14 x 3" MIN SS HEX
to
STRENGTH WASHER HEAD OR SHEET
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METAL 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 #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".
S. NO USE IN PRESSURE ZONE 3 IN HVHZ
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DETAIL C
SCALE= N.T.S.
MINIMUM 1/2" O.S.B. OR 112" COX
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
MAY VYi1G1 OF THIS PLAN.
MAY `B . R P 11N FILE.
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INSTALL A 3/8" S.S. N
SCREW THROUGH TUBE
TOP OF S-5 CLAMP .
N
1' SQ. X 1/8" ALUM, TUBE
(6061-T6)
1'f
INSTALL A MIN. OF (2)
3/8" BULLET NOSE STAINLESS
STEEL SET SCREWS TO STANDING
"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 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
DADAI I Cl m Died nV DAMM %
GENERAL NOTE. is COMPONENTS ARE OPTIONAL
TYP. PLUMISING f3CHE"M M
srur.: KTS
LEGEND
VACUUM RELIEF
THERM13METER
SENSOR
BALL VALVE
CHECK VALVE
3-WAY 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>RAFTERaWITH SIMPSON
A34 OR A23 ON EACH FACE OF BLOCKING (2,CCIVNEiCTORS 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 AN,D_ROOF,.O& FLUSH MOUNT
INSTALLATIONS ONLY. y
4. OEM STRONGLY RECOMMENDS AGAINST CLAMPS ONVTHE BOTTOM HEADER.
5. SOLAR UNITS INSTALLED PER THIS PLAN SHAALL=-NOT.FORM PART OF THE
BUILDING ENVELOPE (I.E. WINDOW, DOOR). SOLAR UNITSISHALL 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 BETWEENITHE ROOF SURFACE AND THE
BACK OF THE SOLAR UNITS.. THIS RESULTSLIN NO -SIGNIFICANT CHANGES
IN THE LOADS ON THE ROOF FRAMING FOR A`PARALLEL MOUNT AND
MODEST CHANGES IF TILT UP. HOWEVER THEJNTERNAL AND EXTERNAL
COMPONENTS OF WIND PRESSURE DECOUPLE, E.G. THE%`ROOF RESISTS THEO:
INTERNAL WIND PRESSURES AND THE SOLAR„UNITS.RESIST THE EXTERNAL
WIND PRESSURES. THE EXTERNAL WIND FORCES%ARE THEN
h TRANSFERRED TO THE ROOF FRAMING THROUGH THE SOLAR ATTACHMENT
HARDWARE. " 0;
5. SOLAR POOL HEATING COLLECTORS ARE REQUIRED Ta; BE TESTED,
CERTIFIED AND LISTED BY THE FLORIDA SOLAOaENERGY CENTER.
CONTRACTOR SHALL PROVIDE DOCUMENTATION TO OWNER OF THEIR
LISTING AND RATINGS. /
1" CIA SS
FENDER WASHER --,
WATER SENSOR PROVIDE 1/4" STAINLESS STEEL TAPCON SCREWS
OF ADEQUATE LENGTH TO SECURE BRACKET TO
FILTER CEMENT TILE DRILL HOLE THRU CONC. TILE ON"Y -T
PUMP (NOT INTO ROOF MEMBRANE) AND INSTALL TAPCON
SO AS NOT TO BREAK TILES.
10� AUKILLARY HEATER
Ili AUTOMATIC MNTR13L
• OPTIONAL COMPONENTS
3M 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 30&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.
Flat of
Gable Roof IB 57"1
Will Roof W< B 5 27"1
Gable Roof O"< e 5 46"1
(Interior Zones End Zones . CCoornm Zones
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.
APPLY ADHESIVE TO THE INTERFACE OF THE SOLAR WORLD°MOU(JTING
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 INSTALbNG;1`AP CON.
TAP CON TO BE INSTALLED PRIOR TO EPDXY SETTING.i Wx1"z1/8"
ALUMINUM (ALLOY: 6061-T6) ANGLE MAY BE USED TO MOUNT PANELS TO
TILE AS A CONTRACTORS OPTION. APPROVED ANCHORING EPDXIES ARE
CHEMLINK "M-1", SURESOND "SB-190" OR APPROVED EQUAL.
INTERMEDIATE BUTTON ANCHORS TO BE PROVIDED FOR SS STRAPPING
AS DETAILED ON PAGE S-1. SPACING OF BUTTON AN40ORS ARE 48" OC
ALONG THE SS STRAFING. PA T PING IS 27- L G SPACING OF S RA 66 (EXP. C) 8 24"
OC (EXP. D) FOR PRESSURE ZONE 1 AND 16" OC (EXP. C) & 12" QC (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 INCENTER AND/OR
TRAP B TRACKET TILE ROOF <
a7 SCALE= N.TS,
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
COLLECTOR HEADER 2.00" I.D.
5/32" WALL THICKNESS
COLLECTOR TUBES
0.220 I.D. VVITH
0.030 WALL
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