HomeMy WebLinkAboutConstruction PlansTOP HEADER RUBBER COUPLING t
4'x8', 10' OR 12' \ UPPER HOLD DOWN CLAMP
SOLAR PANELS \ (SEE DETAIL A) (2 PER PANEL MIN.)
\\\ NOT > 48" CTC, NOT < 16" CTC
PANEL (TYP.) L BOTTOM HEADER L (SEE DETAIL B)
PANELS
SCALE= N.T.S.
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DATE":
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DATE:.
PLUMB:
DATE: o5-14
MECH:
PATE12) NO.14 x 2" IN
ATTACHMENT HARDWARE SHEETMETAL7SCRE77PER
ANCHOR LOCATION
NOTE: CONTRACTOR TO USE OEM ATTACHMENT PARTS ONLY
DISTANCE DECREASES FOR COLLECTOR COUPLING
ARRAYS ENCROACHING IN PRESSURE HOSE CONNECTOR
ZONE 2 AND/OR 3
COLLECTOR HEADER 2.00" I.D.
(2) NO. 14 x 2" MIN SS HEX
ASHER HEAD OR SHEET
METAL SCREW PER MOUNT
N "A" LOCATION INTO PLYWOOD COLLECTOR TUBES
- SHEATHING OR ONE SCREW
°.� WITH FULL EMBEDMENT IN
RAFTER OR TRUSS - r— EXISTING ROOFING
U)
W;
1" DIA SS
FENDER WASHER MINIMUM 1/2" O.S.B. OR 1/2"CDX
PER SCREW PLYWDETAIL A SHEATOHING BYOD AOTHERS)
THING (DESIGN OF
SCALE= N.T.S.
OEM PVC ANCHOR
1/2" PLASTIC COATED 316 BUTTON OR 16 GA. 7/8" X
STAINLESS STELL STRAPPING 1/2" SS ANGLE (1 1/8"
STRAP SPACIN .048" THICK, 670 LB BREAK NO.14 x 3" MIN SS HEX LONG) SLOTTED LEG FOR
(SEE DETAIL C w STRENGTH WASHER HEAD OR SHEET STRAP INSTALLATION
METAL SCREW PER (TYP.) 50" CTC MAX.
ANCHOR LOCATION -
ROOFING (EXISTING)
NA MINIMUM 1/2" O.S.B. OR 11T CDX
CONTINUOUS PLYWOOD SHEATHING (DESIGN OF
SS STRAP TRUSSES OR RAFTER / \I SHEATHING BY OTHERS)
ANCHORING SCREWS SHALL HAVE
/ DETAIL B EMBEDMENT IN TRUSS OR RAFTER
1/2" PLASTIC COATED 316 SCALE- N.T.S. MAX. 50" CTC MAX. ALONG STRAP
STAINLESS STELL STRAPPING
U) WASH14 O
ER HEAD SHEET O.048" THICK, 670 LB BREAK x 3" MIN HEX
(D STRENGTH WASH
METAL SCREW PER ANGLE OR
] PVC BUTTON ANCHOR LOCATION
ROOFING (EXISTING)
TRUSSES OR RAFTER) n n\
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 11 STRUCTURES.
3. WIND EXPOSURE CATEGORY = C & 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 MPH UP TO 15'. FOR EACH 5 FT.
INCREASE IN MPH UP TO 30'- DECREASE STRAP
SPACING BY V.
8. NO USE IN PRESSURE ZONE 3 IN HVHZ
SCALE= N.T.S.
MIN. <-.. , ; r •r
` FRONT
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MINIMUM 112" 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
VAUD WITHOUT
THE ORIGIM'
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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
2" �Ar of 1 1/2" (6061-T6)
INSTALL A MIN. OF (2)
3/8" BULLET NOSE STAINLESS
STEEL SET SCREWS TO STANDING
SEAM
STANDING SEAM METAL ROOF CONNECTION ASSEMBLY
NOTE: FOR 71EDOWN 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 "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
o AoertEl TA DIM nr O"MCIt
LEGEND
D3 VACUUM RELIEF
2® THERMOMETER
3® SENSOR
04 BALL VALVE
OS CHECK VALVE, .
06 3—WAY VALVE
7® WATER SENSOR
OS FILTER
09 PUMP-
SAUXILLARY HEATER
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 REDCUED 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
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 ATTACHMENT h*
HARDWARE. 0:
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.
I UT AUTOMATIC CONTROL NOTE:
I- ® • OPTIONAL COMPONENTS APPLY ADHESIVE TO THE INTERFACE OF THE SOLAR WORLD MOUNTING
D+ BRACKET AND PVC BUTTON ANCHORS BEING ATTACHED TO THE
ISCHARGE FROM POOL NTAKE FROM POOL CONCRETE FLAT TILE OR BARREL TILE. CONTRACTOR SHALL ALSO APPLY
ANCHORING EPDXY TO TAP CON SHAFT PRIOR TO INSTALLING TAP CON.
GENERAL NOTE. ■ COMPONENTS ARE OPTIONAL b w - TAP CON TO BE INSTALLED PRIOR TO EPDXY SETTING. A 3"x1"x1/B"
,�+[,!j y ) ALUMINUM_(ALLOY:;6061-T6) ANGLE MAY BE USED TO MOUNT PANELS TO
w ( .g TILE AS'A CONTRACTORS OPTION. APPROVED ANCHORING EPDXIES ARE
TYP. PLUMBING SCHEMATIC CHEMLINK "MA", SUREEOND "S13-190" OR APPROVED EQUAL.
scu -taus. '- INTERMEDIATE`BUTTON:ANCHORS TO BE PROVIDED FOR SS STRAPPING
NOTES: -- AS DETAILED ON PACES-1. SPACING OF BUTTON ANCHORS ARE 48" OC
1. PLUMBING SHALL BE INSTALLED AS PER DETAIL AND ALL REQUIREMENTS OF THE; ALONG THE -SS STRAPING. SPACING OF STRAPING IS 2T' OC (EXP. C) & 24"
6th ED. FLORIDA PLUMBING CODE (2017). SPECIAL CARE SHALL BE TAKEN REGARDI�G OC (EXP_ D)-FOR PRESSURE ZONE 1 AND 16" OC (EXP. C) & 12" OC (EXP. D)
PIPE SUPPORT, PER FPC TABLE 308.5. THE ABS VALUE OF 4 FT, SHALL BE TAKEN, FOR PRESSURE ZONE #2. PANELS ON TILE SHALL NOT BE INSTALLED IN
AS THE MAXIMUM FOR HORIZONTAL AND 10 FT. FOR VERTICAL SOLAR PIPING. PER '- --PRESSURE ZONE 3. ADJUST STRAPPING SPACING FOR MEAN ROOF
6th ED. FLORIDA MECHANICAL CODE, CONTRACTOR SHALL INSTALL MANUAL DRAIN --:HEIGHT OF STRUCTURE FROM 15 FT. TO 30 FT. AS SPECIFIED ON PG. S-1.
DOWN VALVES AND INSTRUCT OWNER IN DRAINING AND RE -STARTING THIS SOLAR BUTTON
TOOWNERANCHORS TO BE INSTALLED IN CENTER AND/OR CROWN OF TILE.
On IF SOLAR POOLTSTHE OWNER'SSOLERESON NG SYSTEM. VHEATER FREEZES, INER SHALL BE ORED THAT ZOSBIIIY TECTION S.T. STRAP BRACKET
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 Roof
Gable Roof (A 5 7")
Hip Roof (7"< B 5 27°)
Gable Roof W< 45 451I
Interior Zones End Zones - Comer Zones
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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.
TILE ROOF
SCALE= N.T.S.
COLLECTOR HEADER 2.00" I.D.
5/32" WALL THICKNESS
COLLECTOR TUBES
0.220 I.D. WITH
0.030 WALL
�1� /— CONC. BARRELIFLAT TILE
\ MINIMUM 1/2" O.S.B. OR
PLYWOOD SHEATHING
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