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RUBBER COUPLING �—
TOP HEADER DISTANCE DECREASES FOR a
COLLECTOR COUPLING
UPPER HOLD DOWN CLAMP ARRAYS ENCROACHING IN PRESSURE '/�
4'x8',10'OR 12' \ / ZONE 2 AND/OR 3 HOSE CONNECTOR v J
SOLAR PANELS \\ (SEE DETAIL A)(2 PER PANEL MIN.) COLLECTOR HEADER 2.00"I.D.
NOT>48"CTC,NOT<'I6"CTC + (2)N0.14 x 2'MIN SS HEX �
ASHER HEAD OR SHEET
METAL SCREW PER MOUNT
N "A"LOCATION INTO PLYWOOD COLLECTOR TUBES o z
SHEATHING OR ONE SCREW
WITH FULL EMBEDMENT IN
RAFTER OR TRUSS EXISTING ROOFING
FENDERSWASHER MINIMUM 112'O.S.B.OR 1/2"CDX
PER SCREW PLYWOOD SHEATHING(DESIGN OF BB
DETAIL SHEATHING BY OTHERS)
scALE= N.r.s. OEM PVC ANCHOR SIF, �I9a
1/2"PLASTIC COATED 316 BUTTON OR 16 GA.7I8"X 9yJ { a
STAINLESS STELL STRAPPING LONG)
SS ANGLE(1 LE
STRAP SPACIN .048"THICK,670 LB BREAK NOA4 x 3"MIN SS HEX LONG)SLOTTED LEG FOR
(SEE DETAIL C ILL
STRENGTH WASHER HEAD OR SHEET STRAP INSTALLATION
METAL SCREW PER (TYP.)50°CTC MAX. a{ � $ ^�
j ANCHOR LOCATION i�ef3€$ h'e
ROOFING(EXISTING)
MEMEMOMMEM
' MINIMUM 1/2"O.S.B.OR 112"CDX
CONTINUOUS PLYWOOD SHEATHING(DESIGN OF
SHEATHING BY OTHERS)
I• SS STRAP TRUSSES OR RAFTER DETAIL B ANCHORING
EMBEDMENTS TRUSS OR RAFTER Z
Lill
ANCHORING SCREWS SHALL HAVE U
1/2"PLASTIC COATED 316 SCALD N.T.S. MAX.50'CTC MAX.ALONG STRAP
' x STAINLESS STELL STRAPPING - Uj
Q NO.14x3"MIN SS HEX
STRENGTH 670 LB BREAK WASHER HEAD OR SHEET
pO METAL SCREW PER ANGLE OR =
PVC BUTTON ANCHOR LOCATION ♦'- _
SOLAR PANEL(TYP.) BOTTOM HEADER ' ROOFING(EXISTING) F z N
(SEE DETAIL B) �� •..�,� 4 '. _ W <_--
P N EL-.�apy z V)
scAUST.LNdSE COU14TY MINIMUM tl2°O.S.B.OR 1/2"CDX O N
-- - - --- - - ---BUILDING DIVISION— -— -- --- _ _"II/\I_ PLYWOOD SHEATHING(DESIGN OF
—TRUSSES OR RAFTER �.�I — 0
REVIEWED —SHEATHING BY OTHERS)— -- -�— — —
DETAIL G
REVIEWED BY ;-� ANCHORING SCREWS SHALL HAVE
DATE / '( 1. THE STRUCTURAL SYSTEMS DEPICTED HEREIN THESE scAiE= N.rs. EMBEDMENT IN TRUSS OR RAFTER
PLANS AND PERMIT DRAWINGS WERE DESIGNED IN ACCORDANCE WITH MAX.50°CTC MAX.ALONG STRAP
MUST BE KEPT ON JOB OR THE FLORIDA BUILDING CODE 5TH EDITION(2014)AND
4' Fh�tN.^P5C7;;'�N WILL BE MADE ASCE 7'MINIMUM DESIGN LOADS FOR BUILDINGS AND
"' "^"""""'"""""• OTHER STRUCTURES(LATEST EDITION).
`2.--WIND-SPEED"IS-170 MPH ULTIMATE VELOCITY-(132 MPH——
NOMINAL WIND SPEED)RISK CATEGORY II STRUCTURES. 0
\\\\111111111/1� F.
3. WIND EXPOSURE CATEGORY=C&D(SEE NOTE#7) i�WWUUo x1rH I BLUE INK sicruiuRELL.Ix
4. ROOF ANGLE:0°T045° ` E•oRt11r5F�Y,�F A FLORIDA UCENSEO 0 W
5. HEIGHT OF STRUCTURE<60 FT. R. Ev P uLLEo REQUIRES A
6. MEAN ROOF HEIGHT(MRH):UP TO 30' _ 2•;9 IE 11 P OF THIS PLAN.
N BE USED Q LEIS ON FlLE. Q=
7. SS STRAP SPACING FOR WIND EXPOSURE C IS 36"OC
FOR ZONE 1,24'OC FOR ZONE 2,16°OC FOR ZONE 3 -G 7 V ,ry* 4p�t 2_ U.
O
FOR MPH UP TO 15'. SS STRAP SPACING FOR WIND =0.J 0'
EXPOSURE D IS E 3 OC FOR ZONE 1,20"OC EACH 5E2.
F' 2 ~ .;•� p G.
12"OC FOR ZONE 3 FOR MPH UP TO 15'. FOR EACH 5 FT. FQ yQ�
INCREASE IN MPH UP TO 30'-DECREASE STRAP �i� � �"-12•IL J J0
MOUNT A-(2)NO.14x2'.MIN SPACING BY 1". 4 y
SS HEX WASHER HEAD OR 8. NO USE IN PRESSURE ZONE 3 IN HVHZ T 6o jWk,Tf1,1PE FL#42082 y
ATTACHMENT HARDWARE SCREW PER z
ANCHOR
L LOCOCATION -
NOTE:CONTRACTOR TO USE OEM ATTACHMENT PARTS ONLY
INSTALL A 3/8"S.S.MACHINE NOTES: a ` i cn
SCREW THROUGH TUBE INTO 1"SO. X 1/8"ALUM.TUBE 1. CONTRACTOR IS ENCOURAGED.TO(INSTALL SYSTEM IN PRESSURE ZONE 1. t
IF PART OF SYSTEM MUST ENCROACH INTO PRESSURE ZONE 2 OR 3,
TOP OF S-5 CLAMP (6061-T6) w
ANCHORING SHALL BE ADJUSTED AS PER SPECIFICATIONS HEREIN. o
_ CONTRACTOR SHALL ATTACH COLLECTOR ARRAY WITH OEM HARDWARE h A u
AND STRAPPING. CONTRACTOR MUST BE CAREFUL TO "CENTER" ANCHORS w
SO SCREWS ARE INSTALLED INTO•THE CENTER OF THE TRUSS TOP CHORD a z$ y
OR RAFTER BELOW. AN APPROVED ALTERNATIVE WOULD BE CONTRACTOR i a a
INSTALLED NOMINAL 2"X4" SOUTHERN PINE #2 BLOCKING BETWEEN %� 6
TRUSSES OR RAFTERS AT SCREW LOCATION, CENTERED ON SCREW. A e
BLOCKING SHALL BE CONNECTED'TO TRUSS OR RAFTER WITH SIMPSON RO
A34 OR A23 ON EACH FACE OF BLOCKING (2 CONNECTORS PER Flat Roof HIP Roof(7"<e S27.1
CONNECTION TO TRUSS OR RAFTER).
"S-5"ALUM.CLAMP 2. CONTRACTOR SHALL ADHERE TO REQUIREMENT OF FBC CHAPTER 15 s 6
(6061-T6) (ROOFING) AND BEST PRA'CTIC6 01` NRCA ROOFING & WATERPROOFING $ '�
2" 1 1/2 MANUAL TO ENSURE THE SOLAR INSTALLATION DOES NOT CAUSE ROOF h hf � a
INSTALL A MIN.OF(2) LEAKS AT INITIAL. INSTALLATIOICOR AS THE SYSTEM "AGES".
3. AS LONG AS CONNECTOR SPACING AND NUMBERS ARE NOT REDUCED THE `rS bS
3/8'BULLET NOSE STAINLESS / e %b ¢�
STEEL SET SCREWS TO STANDING CONTRACTOR MAY USE A SUBSTRATE OR ALUMINUM MOUNTING FRAME, -leek
3F
SEAM "SANDWICHED" BETWEEN THE COLLECTOR AND ROOF ON FLUSH MOUNT
STANDING SEAM METAL ROOF CONNECTION ASSEMBLY INSTALLATIONS ONLY. •i o wgs;�p
SCALE- N.T.S. 4. OEM STRONGLY RECOMMENDS;AGAINST CLAMPS ON THE BOTTOM HEADER.
b64 b :
NOTE: FOR TIEOOWN ANCHORAGE OF SOLAR PANELS TO METAL ROOF,STRAPPING ASSEMBLIES 5. SOLAR UNITS INSTALLED PER THIS PLAN'SHALL NOT FORM PART OF THE Gable Root(6 S 711 Gable Roaf W<8 S 45"1
DETAILED ON PAGE S-1 SHALL BE ANCHORED TO ASSEMBLY DETAILED ABOVE FOR CONNECTION TO BUILDING ENVELOPE I.E. WINOO•W, DOOR). SOLAR UNITS SHALL BE El
STANDING SEAM METAL ROOFS. SCREWS SHALL BE J14%1'MIN.SS HEX WASHER HEAD OR SS SELF MOUNTED ABOVE ROOF SURFACE LIKE A A/C CONDENSER. THEREFORE intedorzones Endzonps comer zones 9
TAPPING SHEET MEAL SCREWS. NOT REQUIRING A PRESSURE.RATING (I.E. WINDOWS, DOORS). SOLAR
ASSEMBLY ANCHORAGE: INSTALL 1'SQ.%i/8'SQUARE ALUM.TUBING TRACKS FOR SOLAR PANEL UNITS SHALL BE MOUNTED VERY CLOSE TO THE ROOF SURFACE, TO PRESSURE ZONE NOTES
ANCHORAGE OVER AGE: ALUMINUM CLAMP 1 8'SQUARE
ALLOY) . MANUFACTURED OR SOLAR
P PROVIDE PRESSURE EQUALIZATION BETWEEN THE ROOF SURFACE AND THE N7S
FASTENER')OVER STANDING SEAM OF ROOF PANELS.CLAMP SPACING TO MATCH STRAP SPACING(48' BACK OF THE SOLAR UNITS., T(;11S RESULTS IN NO SIGNIFICANT CHANGES PRESSURE ZONE NOTES
CAC FROM PANEL EDGE IN PANEL OF R AND AS SPECIFIED S PAGE TO FOR MAX.SPACING IN THE LOADS ON THE ROOF FRAMING FOR A PARALLEL MOUNT AND a: 10 PERCENT OF THE LEAST HORIZONTAL DIMENSION OR .4h,
PARALLEL P RUN OF PANEL) MODEST CHANGES IF TILT UP. HOWEVER THE INTERNAL AND EXTERNAL WHICHEVER IS LESS, BUT NOT LESS THAN EITHER 4%OF LEAST
COMPONENTS PRESSURE
DECOUPLE, E.G. THE
INTERNAL WIND PRESSURES OAR UNITS RESIST THE RESISTS
DIMENSION
THEEXTERNAL'h: MEAN ROOF HEIGHT, IN FEET, EXCEPT THAT EAVE HEIGHT SHALL
E�s9 WIND PRESSURES. THE EXTERNAL WIND FORCES ARE THEN BE USED FOR ROOF ANGLES <THAN 10 DEGREES. Z
%.?:.......,. LEGEND TRANSFERRED TO THE ROOF FRAMING THROUGH THE SOLAR ATTACHMENT 0: ANGLE OF PLANE OF ROOF FROM HORIZONTAL, IN DEGREES.
;;y;:q' ;:,;,`:;;;:j " 01 VACUUM RELIEF(1 MIN. HARDWARE. °o
01 so O Wi OPTIONAL LOCATION) ''I'( THE STRUCTURAL SYSTEMS DEPICTED HEREIN THESE DRAWINGS LL!
;5} ;;.;i:':'" 5. SOLAR POOL HEATING COLLECTORS ARE REQUIRED TO BE TESTED, O m¢n
'THERMOMETER CERTIFIED AND, LISTED BY THE IFLORIDA SOLAR ENERGY CENTER. WERE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING
r r:: :;...` CODE 5TH EDITION(2014)RESIDENTIAL AND ASCE 7'MINIMUM =
f .. 3. SENSOR CONTRACTOR SHALL PROVID DOCUMENTATION TO OWNER OF THEIR
" O DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES(LATEST
BALL VALVE(OPTIONAL) LISTING AND RATINGS. c(OPTIONAL) 1 EDITION). SEE PAGE 1 FOR DESIGN WIND SPEED,STRUCTURE �
i'at CHECK VALVE 1"DIA SS RISK CATEGORY,WIND EXPOSURE CATEGORY,ALLOWABLE ROOF Z I:
of OS m S`•'
'�' �`� FENDER WASHER ANGLES,MAX.HEIGHT OF STRUCTURE AND MEAN ROOF HEIGHT, a
3-WAY VALvE ( �' AND STRAFING REQUIREMENTS. Z w`r a
7.WATER SENSOR PROVIDE 1/4"STAINLESS STEEI,T'APCON SCREWS L w
04 __ __ OF ADEQUATE LENGTH TO SECS,RE BRACKET TO
06 FILTER CEMENT TILE DRILCHOLE THRU CONC.-TILE ONLY - — - - ------�-
a' (NOT INTO ROOF MEMBRANE)AND°INSTALL TAPCON COLLECTOR HEADER 2.00"I.D.
09 PUMP ps 10. AU%ILLARY HEATER SO AS NOT TO BREAK TILES. " • 5/32"WALL THICKNESS
rp�
7 m p9
_ It. AUTOMATIC CONTROL NOTE: COLLECTOR TUBES
L ® •OPTIONAL COMPONENTS APPLY ADHESIVE TO THE INTERFACE OF THE SOLAR WORLD MOUNTING 0.220 I.D.WITH
0+ BRACKET AND PVC BUTTON ANCHORSgEING ATTACHED TO THE 0.030 WALL
.. _—I. ISCHARGE_FROM.POOL_ _I NTAKE FROM_POOL- _ CONCRETE FLAT TILE OR BARREL TILE; CONTRACTOR SHALL ALSO APPLY
-- -- ANCHORING-EPDXY TO TAP-CONSHAFT-PRIOR'TO'INSTALLING'TAP CONS-- -- -- — --- - CONCH BARREL/FLAT-TILE -- — - —
GENERAL NOTES■ COMPONENTS ARE OPTIONAL TAP CON TO BE INSTALLED PRIOR TO EPDXY SETTING.A 3'xl"x118" IV
ALUMINUM(ALLOY:6061-T6)ANGLE MAY BE USED TO MOUNT PANELS TO \` ttllWoIdl4VW, S.B.OR O
TILE AS A CONTRACTORS OPTION:APPROVED ANCHORING EPDXIES ARE ,\ w S ING
TYP.PLUMBNO SCHEMATIC CHEMLINK"M-1",SUREBOND"SB-190'OR APPROVED EQUAL. `� Lyq j , KQ V)
scuE Nl.s INTERMEDIATE BUTTON ANCHORS TO BE PROVIDED FOR SS STRAPPING , .♦s J W
NOTES: AS DETAILED ON PAGE S-1. SPACING OF BUTTON ANCHORS ARE 48"OC Q:•rr�' e-e�� •4' O Z
1. PLUMBING SHALL BE INSTALLED AS PER DETAIL AND ALL REQUIREMENTS OF THE ALONG THE SS STRAFING. SPACING bF STRAPING IS 27"OC(EXP.C)&24° NOT: }D.y1TH�T THE➢LU �yGNATUR N <
FLORIDA BUILDING CODE 5TH EDITION (2014) PLUMBING. SPECIAL CARE SHALL BE OC(EXP.D)FOR PRESSURE ZONE 1 AND 16"OC(EXP.C)&12"OC(EXP.CI) LIENSE9 EN®MELLLLER EVFOAF�P T(IB�AULLE➢- O ..l
TAKEN REGARDING PIPE SUPPORT, PER FPC TABLE 308.5. THE ABS VALUE OF 4 FT. FOR PRESSURE ZONE#2. PANELS ON TILE SHALL NOT BE INSTALLED IN RE(,1fJIRE A EALE➢0 L GLANS OF O O SHALL BE TAKEN AS THE MAXIMUM FOR HORIZONTAL AND 10 FT. FOR VERTICAL PRESSURE ZONE 3.ADJUST STRAPPING SPACING FOR MEAN ROOF F,LI,Z PLA}J. MAY N0� u Z a
SOLAR PIPING. PER 2010 FLORIDA MECHANICAL CODE, CONTRACTOR SHALL INSTALL HEIGHT OF STRUCTURE FROM 15 FT.TO 30 FT.AS SPECIFIED ON PG.S-1. 10 -R'
MANUAL DRAIN DOWN VALVES AND INSTRUCT.OWNER IN DRAINING AND RE-STARTING ••.
BUTTON ANCHORS TO BE INSTALLED IN CENTER AND/OR CROWN OF TILE. O
THIS SOLAR POOL HEATING SYSTEM. OWNER SHALL BE INFORMED THAT FREEZE l !• �`• p�+,� _
PROTECTION IS IP TO OWNER. IF SOLAR POOL HEATER FREEZES, IT IS THE OWNER'S STRAP BRACKET TILE ROOF •" I"�t4``.1 z
SOLE RESONSIBILITY. FREEZE DAMAGE RESULTS FROM AN ERROR IN OPERATION. SCALE- N.T.S. (t L4 <
COLLECTORS SHOULD ALWAYS BE DRAINED BY OWNER OR OWNER'S REPRESENTATIVE IN
ADVANCE OF NEAR FREEZING WEATHER. TODD Ni SMITH,PE FL#42082