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RUBBER COUPLING ° U)
TOP HEADER DISTANCE DECREASES FOR a
ARRAYS ENCROACHING IN PRESSURE COLLECTOR COUPLING
PPER HOLD DOWN CLAMP HOSE CONNECTOR
'/�
4'xB',10'OR 12' U u H v J
ZONE 2 AND/OR 3 w
SOLAR PANELS (SEE DETAIL A)(2 PER PANEL MIN.) COLLECTOR HEADER 2.00"I.D.
NOT>4B"CTC,NOT<16"CTC (2)NO.14 x 2'MIN SS HEX 3
ASHER HEAD OR SHEET w
METAL SCREW PER MOUNT u�
N "A"LOCATION INTO PLYWOOD COLLECTOR TUBES
° SHEATHING OR ONE SCREW
WITH FULL EMBEDMENT IN
RAFTER OR TRUSS EXISTING ROOFINGvi
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u o a u�w
W
1"DIA SS e¢a Y
FENDER WASHER MINIMUM 1/2"O.S.B.OR 1/2"CDX g
PER SCREW jL D HEATHING(DESIGN OF r
BY OTHERS) 3Ay46� ��
ru1,.s. OEM PVC ANCHOR
7/8°X g aas
112"PLASTIC COATED 316 BUTTON OR 16 GA. 9 48
STAINLESS STELL STRAPPING 1/2"SS ANGLE(1 1/8"
STRAP SPACI .048"THICK,670 LB BREAK NO.14 x 3"MIN SS HEX LONG)SLOTTED LEG FOR a a r
STRENGTH WASHER HEAD OR SHEET STRAP INSTALLATION.
(SEE DETAIL I w!y METAL SCREW PER (TYP.)50"CTC MAX.
ANCHOR LOCATION �E�SS'E 6Si�g
ROOFING(EXISTING)
� MINIMUM 1/2"O.S.B.OR 1/2"CDX
CONTINUOUS PLYWOOD SHEATHING(DESIGN OF
SS STRAP TRUSSES OR RAFTER A\B
SHEATHING BY OTHERS)
ANCHORING SCREWS SHALL HAVEDETAIL EMBEDMENT IN TRUSS OR RAFTER
1/2"PLASTIC COATED 316 SCALE- N.T.S. MAX,50".CTC MAX.ALONG STRAP
STAINLESS STELL STRAPPING Lq
x v°D
` ¢ N0.14 3"MIN SS HEX
c_V .048"THICK,670 LB BREAK - x
to STRENGTH WASHER HEAD OR SHEET J¢n
METAL N
SCREW PER ANGLE OR =,19
PVC BUTTON ANCHOR LOCATION
SOLAR PANEL(TYP.) BOTTOM HEADER ROOFING(EXISTING) z
(SEE DETAIL B) _
PANELS NEEMMMMMMENN
<-t
Z W-a
SCALE- N.T.S. / MINIMUM 1/2"O.S.B.OR 1/2"CDX 0 rn
1Y �4t •�°"' TRUSSES OR RAFTER) PLYWOOD SHEATHING(DESIGN OF O
SHEATHING BY OTHERS)
EKt
�'�'"" ANCHORING SCREWS SHALL HAVE
°8 r 1. THE STRUCTURAL SYSTEMS DEPICTED HEREIN THESE "` EMBEDMENT IN TRUSS OR RAFTER
�. al DRAWINGS WERE DESIGNED IN ACCORDANCE WITH 3:SILUING DI\ ....4
THE FLORIDA BUILDING CODE STH EDITION(2014)AND
AREVIEWC:3 MAX.50°CTC MAX.ALONG STRAP
ASCE 7"MINIMUM DESIGN LOADS FOR BUILDINGS AND FOR Oomph O,
OTHER STRUCTURES(LATEST EDITION). REVIEWED BY ;
2. WIND SPEED IS 170MPH ULTIMATE VELOCITY(132 MPH DATE a
NOMINAL WIND SPEED)RISK CATEGORY II STRUCTURES. PLANS AND fi7d5 i ( O
3.WIND EXPOSURE CATEGORY=C 8 D(SEE NOTE#7) MUST BE KEPT ON J':B OR "1 �/� F
4. ROOF ANGLE: 0°TO 45° ,.. II'IC"E'%TION WI!! -!::?AA D WITH f BLUE INK SIGNATURE I+•w
_ __ Mean
•ORIDI o�5 ,qF A FLORIDA LICENSED O
5. HEIGHT OF STRUCTURE<60 FT. R. LVEFM,P IC pp ED REQUIRES A O Q
I �•/ 7�I� 9 IGINAL P CDPY OF THIS PLAN,
6. MEAN ROOF HEIGHT(MRH):UP TO 30' 1'7� I I�Z; Nr BE USEo I LOS ON FILE. 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 'O:V Mry p�t Z= U.
p
FOR MPH UP TO 15'. SS STRAP SPACING FOR WIND =O;•J=O• �(�j E•w Z d
EXPOSURE D IS 3 OC FOR ZONE 1, OC FOR ZONE 2, O•'
12"OC FOR ZONEE 3 FOR MPH UP TO 15'. FOR EACH 5 FT. •J Q� �
INCREASE IN MPH UP TO 30'-DECREASE STRAP �� - �' (�^1 Z•I g O
MOUNT A-(2)NO.14 x 2"MIN SPACING BY I" ��� J
SS HEX WASHER HEAD OR 8. NO USE IN PRESSURE ZONE 31N HVHZ T bO µ fakJf1,1PE h#42082to
to
ATTACHMENT HARDWARE SHEET METAL SCREW PER
ANCHOR LOCATION ?
NOTE:CONTRACTOR TO USE OEM ATTACHMENT PARTS ONLY
1
( ( N
0 N-u)
NOTES: e � �
INSTALL A 3/8-S.S.MACHINE 1. CONTRACTOR IS ENCOURAGED TO INSTALL SYSTEM IN PRESSURE ZONE 1.. t '
SCREW THROUGH TUBE INTO 1" SO. X 1/8'ALUM.TUBE IF PART OF SYSTEM MUST ENCROACH INTO PRESSURE ZONE 2 OR 3, v)
TOP OF S-5 CLAMP (6061-T6) u N
ANCHORING SHALL BE ADJUSTED AS PER SPECIFICATIONS HEREIN. o
_ CONTRACTOR SHALL ATTACH COLLECTOR ARRAY WITH OEM HARDWARE
AND STRAPPING. CONTRACTOR MUST BE CAREFUL TO "CENTER" ANCHORS l
�.o,. 0
SO SCREWS ARE INSTALLED INTO THE CENTER OF THE TRUSS TOP CHORD / 1 0 A d
a.- Yo,.
— OR RAFTER BELOW. AN APPROVED ALTERNATIVE WOULD BE CONTRACTOR � �� � � �� rc
INSTALLED NOMINAL 2"X4" SOUTHERN PINE #2 BLOCKING BETWEEN
TRUSSES OR RAFTERS AT SCREW LOCATION, CENTERED ON SCREW. �" '�ak \' a•.�
BLOCKING SHALL BE CONNECTED TO TRUSS OR RAFTER WITH SIMPSON ? w
A34 OR A23 ON EACH FACE OF BLOCKING (2 CONNECTORS PER ELalBosl HIP Raal(7°<osM u o<
CONNECTION TO TRUSS OR RAFTER).
"S-5"ALUM. CLAMP 2. CONTRACTOR SHALL ADHERE TO REQUIREMENT OF FBC CHAPTER 15 rc g6
(6061-TB) (ROOFING) AND BEST PRACTICES OF NRCA ROOFING & WATERPROOFING Eta"
2" 1 1/2" MANUAL TO ENSURE THE SOLAR INSTALLATION DOES NOT CAUSE ROOF h' a
INSTALL A MIN.OF(2) LEAKS AT INITIAL INSTALLATION OR AS THE SYSTEM "AGES".
3/8 BULLET NOSE STAINLESS 3. AS LONG AS CONNECTOR SPACING AND NUMBERS ARE NOT REDUCED THE K ` �" { 6'
STEEL SET SCREWS TO STANDING CONTRACTOR MAY USE A SUBSTRATE OR ALUMINUM MOUNTING FRAME,
SEAM "SANDWICHED" BETWEEN THE COLLECTOR AND ROOF ON FLUSH MOUNT a g
CONNECTION ASSEMBLY INSTALLATIONS ONLY.
STANDING SEAM METAL ROOF CONN
scALE= N.r.s. 4. OEM STRONGLY RECOMMENDS AGAINST CLAMPS ON THE BOTTOM HEADER.
NOTE: FOR TIEDOWN ANCHORAGE OF SOLAR PANELS TO METAL ROOF,STRAPPING ASSEMBLIES 5. SOLAR UNITS INSTALLED PER THIS PLAN SHALL NOT FORM PART OF THE Gable R5m U 5 T J Gobia Foal LT"<H 545°1 y P
DETAILED ON PAGE S-1 SHALL BE ANCHORED TO ASSEMBLY DETAILED ABOVE FOR CONNECTION TO BUILDING ENVELOPE (I.E. WINDOW, DOOR). SOLAR UNITS SHALL BE 9yy�Lk
Imelim 2anos End Zonos Comer Zonas p
STANDING SEAM METAL ROOFS. SCREWS SHALL BE#14 X 1"MIN.SS HEX WASHER HEAD OR SS SELF MOUNTED ABOVE ROOF SURFACE LIKE A A/C CONDENSER. THEREFORE �".•+��>=gym.=•��".• �"a•�r•••w•�•�••^� ���•��-• f E g.�
TAPPING SHEET MEAL SCREWS. NOT REQUIRING A PRESSURE RATING (I.E. WINDOWS, DOORS). SOLAR tit:d�; Asa
ASSEMBLY ANCHORAGE: INSTALL 1'SQ.X 1/8'SQUARE ALUM.TUBING TRACKS FOR SOLAR PANEL UNITS SHALL BE MOUNTED VERY CLOSE TO THE ROOF SURFACE, TO PRESSURE ZONE NOTES
PROVIDE PRESSURE EQUALIZATION BETWEEN THE ROOF SURFACE AND THE TS
ANCHORAGE OVER'S-5"ALUMINUM CLAMP(6061-T6 ALLOY)AS MANUFACTURED BY"DYNAMIC BACK OF THE SOLAR UNITS. THIS RESULTS IN NO SIGNIFICANT CHANGES PRESSURE NE NOTES
FASTENER-)OVER STANDING SEAM OF ROOF PANELS.CLAMP SPACING TO MATCH STRAP SPACING(48" IN THE LOADS ON THE ROOF FRAMING FOR A PARALLEL MOUNT AND a: 10 PERCENT OF THE LEAST HORIZONTAL DIMENSION OR .4h,
CTC FROM PANEL EDGE TO PANEL EDGE,AND AS SPECIFIED ON PAGE S-1 FOR MAX.SPACING MODEST CHANGES IF TILT UP. HOWEVER THE INTERNAL AND EXTERNAL WHICHEVER IS LESS, BUT NOT LESS THAN EITHER 4%OF LEAST
PARALLEL TO RUN OF PANEL) COMPONENTS OF WIND PRESSURE DECOUPLE, E.G. THE ROOF RESISTS THE HORIZONTAL DIMENSION OR 3 FT.
tie INTERNAL WIND PRESSURES AND THE SOLAR UNITS RESIST THE EXTERNAL h: MEAN ROOF HEIGHT, IN FEET, EXCEPT THAT EAVE HEIGHT SHALL d
S°r WIND PRESSURES. THE EXTERNAL WIND FORCES ARE THEN BE USED FOR ROOF ANGLES <THAN 10 DEGREES. Z
Qpt�F'V {;q �,:�..,,, LEGEN➢ TRANSFERRED TO THE ROOF FRAMING THROUGH THE SOLAR ATTACHMENT ANGLE OF PLANE OF ROOF FROM HORIZONTAL, IN DEGREES.
VACUUM RELIEF(1 MIN. HARDWARE. THE STRUCTURAL SYSTEMS DEPICTED HEREIN THESE DRAWINGS LU
of S0�' V/OPTIONAL LOCATION E TESTED [L c�
5. SOLAR POOL HEATING COLLECTORS ARE REQUIRED TO B WERE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING
+`.;%ti: i%;4::r:";:i' 2. THERMOMETER
O CERTIFIED AND LISTED BY THE FLORIDA SOLAR ENERGY CENTER. CODE 5TH EDITION(2014)RESIDENTIAL AND ASCE 7"MINIMUM =
SENSOR CONTRACTOR SHALL PROVIDE DOCUMENTATION TO OWNER OF THEIR LL m
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES(LATEST F- z=^
O BALL VALVE(OPTIONAL) LISTING AND RATINGS. EDITION). SEE PAGE 1 FOR DESIGN WIND SPEED, STRUCTURE ¢U a
01 -
1"DIA SS RISK CATEGORY,WIND EXPOSURE CATEGORY,ALLOWABLE ROOF
of r of os CHECK VALVE - FENDER WASHER ANGLES•MAX.HEIGHT•OF STRUCTURE AND MEAN ROOF HEIGHT, Z ¢a
x a
__ z o6 3-WAY VALVE STRAPING REQUIREMENTS. .-
�. PROVIDE 114`STAINLESS STEEL TAPCON SCREWS 0
VATER SENSOR
c5 c� ® OF ADEQUATE LENGTH TO SECURE BRACKET TO
oe FILTER CEMENT TILE DRILL HOLE THRU CONC.TILE ONLY
u. COLLECTOR HEADER 2.00°LD.
PUMP (NOT INTO ROOF MEMBRANE)AND INSTALL TAPCON ~
09
�� rJ 0S SO AS NOT TO BREAK TILES. 5/32"WALL THICKNESS
10. AU%ILLARY,HEATER ,
7 oe o9 COLLECTOR TUBES
_ 11. AUTOMATIC CONTROL NOTE:
L ® • �ADHESIVE TO THE INTERFACE OF THE SOLAR WORLD MOUNTING 0.2201.D.WITH
OPTIONAL COMPONENTS
w BRACKET AND PVC BUTTON ANCHORS BEING ATTACHED TO THE 0.030 WALL
11I,1SCHARGE FROM POOL I NTAKE FROM POOL CONCRETE FLAT TILE OR BARREL TILE. CONTRACTOR SHALL ALSO APPLY
ANCHORING EPDXY TO TAP CON SHAFT PRIOR TO INSTALLING TAP CON. CO NC.BARREL/FLAT TILE p
GENERAL NOTE.. COMPONENTS ARE OPTIONAL TAP CON TO BE INSTALLED PRIOR TO EPDXY SETTING.A 3"xl"x1I8"
ALUMINUM(ALLOY:6061-T6)ANGLE MAY BE USED TO MOUNT PANELS TO J n 1 ,� QlIR7L41d14VpP S.B.OR O
TILE AS A CONTRACTORS OPTION:APPROVED ANCHORING EPDXIES ARE %! ,, ��� Si4i`ING
TYP.PLLNu1BDJOEiCHEMA•f1C i�!, 1.:''� `�`� ♦ N
CHEMLINK"M-1",SUREBOND"SB-190°OR APPROVED EQUAL. )•.:. ���
scan lus INTERMEDIATE BUTTON ANCHORS TO BE PROVIDED FOR SS STRAPPINGp�rly 1 9♦ O Z
r1 •
NOTES: AS DETAILED ON PAGE S-1. SPACING OF BUTTON ANCHORS ARE 48"OC 2 7 NO ��.ln�iM��y1p'�E BLU GNATUR v�Q
1. PLUMBING SHALL BE INSTALLED AS PER DETAIL AND.ALL REQUIREMENTS OF THE ALONG THE SS STRAPING. SPACING OF STRAPING IS 27"OC(EXP.C)&24" )7�'3 �I?, AN `t .ORG�JJ��!(IL S AL OF A LL o.
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.D) I L1NSEQ ENBIIGEEREV PP tt (TYCULLED O J
TAKEN REGARDING PIPE SUPPORT, PER FPC TABLE 306.5. THE ABS VALUE OF 4 FT. FOR PRESSURE ZONE 42. PANELS ON TILE SHALL NOT BE INSTALLED IN THII PLAsA SSH YL NEI �LANS ON Opy OF Z O
SHALL BE TAKEN AS THE MAXIMUM FOR HORIZONTAL AND 10 FT. FOR VERTICAL PRESSURE ZONE 3. ADJUST STRAPPING SPACING FOR MEAN ROOF
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. FIL t ��
MANUAL GRAIN DOWN VALVES AND INSTRUCT OWNER IN DRAINING AND RE BUTTON �i�',�"'•. f4,,. : O
BUTTON ANCHORS TO BE INSTALLED IN CENTER AND/OR CROWN OF TILE. i,
THIS SOLAR POOL HEATING SYSTEM. OWNER SHALL BE INFORMED THAT FREEZE it, V
PROTECTION IS IP TO OWNER. IF SOLAR POOL HEATER FREEZES, IT IS THE.OWNER'S STRAP BRACKET TILE ROOF �(q�e4 •-1 L z
SOLE RESONSIBILITY. FREEZE DAMAGE RESULTS FROM AN ERROR IN'OPERATION. SCALE- N.T.S. a
COLLECTORS SHOULD ALWAYS BE DRAINED BY OWNER OR OWNER'S REPRESENTATIVE IN
ADVANCE OF NEAR FREEZING WEATHER. TODD N.SMITH,PE FLN 42082