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COUPLING w
RUBBER G < w
TOP HEADER DISTANCE DECREASES FOR ; �6AtV�I�� r =
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Y E OACHIN -
COLLECTOR COUPL �.
- 4'x8', 1U OR 12.''
ER HOLD DOWN CLAMP`.- SE CONNECTOR.
ZONE AND/OR 3" G 2 00 I.D.
IN PRESSURE
(SEE DETAIL A) (2: PER PANEL MIN.) H
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SOLAR PANELS :.:' . � OE�C�R,�I,�,�"A`DER
NOT > 48' CTC, NOT < 16 CTC (2) N0. 14 x 2' MIN SS H�(
.. .. ...
�WASHER HEAD OR SHEET
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COLECTO
N. ::METAL LOCA TO PL OOD... S o .z. .
AL SCREW PER NOUN
TION.IN YW
R_ TUBE
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SHEATMING OR ON
WITH FULL EMBEDMENT- Y
RAFTER OR TRUSS"" EXISTING ROOFING • c 2 o wN
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- DIA SS
MINIMUM
PERSCREW PLYWOOD SHEATHING (DESIGN OF. WASHER /2" O S:B..OR ]/2" COX _
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DETAIL
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SHEATHING BY OTHER) €S:
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- N.T.S.E
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sc ALE
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.. 16 ...... ....... ... B�nPV fW -ads - • .
1/2" PLASTIC COATED 3. 1/8
C:AN
A. 7/ "
G 1/2 SS ANGLE 1
048" THICK, N0.14; x 3" MIN SS HEX, LONG) SLOTTED LEG:FOR$
STAINLESS STELL.STRAPPIN
HE INSTALLATION e=a1
-STRAP SPACIN •
S
(SEE DETAIL C w. -
TRENGTH WASHER HEAD ORS ET STRAP
Sig �R .
Q METHL R'LOCATION- vz-3
50" CT
ANC O e
(TYP. C MAX
. ROOFING (EXISTING)
:.
-- CD MINIMUM.1/2" O.S.-B. OR 1/.2".CDX, .
CONTINUOUS
SS STRAP .: .. TRUSSES OR RAFTER
PLYWOOD SHEATHING (D
SHEATHING BY OTHERS)
.
p ANCHORING SCREWS "SHALL HAVE
D E 1T Al L- 4 .. EMBEDMENT IN TRUSS OR RAFTER ..
Z
' I SCALE= x 3 MI .ALONG W � � ni
- 48" THICK, .. a,
70 LB
S SS ST STRAPPING3• ES TIC COATED
N � ;0 ICK, 6 BREAK NO 14 N S 5� TC a a
N T.S.
� WASHER HEAD, OR SHEET D_ � Q m
cn oo STRENGTH PVC BUTTON ANCHOR LMETAL SCREW PER C�OCATION ' H Z LE OR: =
TR
- --
SOLAR PANEL: (TYP ): ; BOTTOM HEADER ROOFING (EXISTING).. z n . -
(SEE DETAIL B)
mmm - -
-PANELS - - -
z
SCALE N.T.S.
..- PLYWOOD SHEATHING (DESIGN OF
TRUSSES OR RAFTER
... SHEATHING BY OTHERS)
ANCHORING SCREWS SHALL HAVE
TAI C
STRUCTURALSYSTEMS DEPICTED HEREIN THESE EscaLE= L N.rs.. EMBEDM TRUSS OR RAFTER M:
1r3s �` . ... ... ESIGNED IN ACCORDANCE WITH ... M 0 EN T ,r L T P ..
1: THE STRUCTU TL.IN
DRAWINGS WER. E" D _
�w- ` �j
_. THE FLORIDA BUILDING CODE 6TH ELATION (2017) AND ;
r fi 4 4ECEIVED.:. .. i-10 °MINI LOADS F .... ASCE MUM. DESIGN OR BUILDINGS
y
0.
AND OTHER STRUCTURES": S L C E COUNTY
_. . WIND SPEED IS 170 MPH ULTIMATE VELOC TY 132 H T. U
MAR 0 6 2018 NOMINAL WIND SPEED) RISK CATEGORY II STRUCT ES: BUILDING DIVISION
ECATEGORY .®
3. WIND EXPOSURE = C &:D:(SEE NOTE #7 REVIEWED I : W:
ST. Lucle County, R smirking - 4. ROOF ANGLE: 0° TO 45' FOR COMI`�L{/�/�ICE ANo EDORIGINAL SEAL: OF A IFLORIDA �LR E SED. O F-
��i�"'` ENGINEER. PULLED REQUI ES A
5. HEIGHT OF 9TRUCTURE:<60 FT. R IEWED BY `` 0 W
- SEA �IGI OF THIS PLAN:
6. MEAN ROOF. HEIGHT (MRH): UP TO 30 D I�AY B R P
OR WIND EXPOSURE C IS 36" PLANS NO PEFi IY �N.: FILE. Q
7. SPACING
T SIo ICE `��0 ''�� 0 0.
SS STRAPS F P
FOR ZONE.1, FOR ZONE.2. , 16" OC FOR ZONE MUS P`�' ON JOB OR
FOR MPH UP TO 15'. SS,STRAP SPACING FORWINI 110 INSPECTION WILL 8E MADE p.• 1G T p 0
EXPOSURE D IS 30" OC.FOR ZONE 1, 20" OC FOR ZO � • � OG ' �
12 OC FOR ZONE 3 FOR MPH UP TO 15, FOR EACH 5 FT. : 03 _ J
INCREASE IN MP 30 - STRAP - 9'
.. H UP TO DECREASE � .. ; .�• � J p •,
MOUNT A - (2) NO.14 x 2" MIN SPACING BY 1". ,
SS HEX WASHER HEAD OR .8. NO USE IN PRESSURE ZONE 3 IN HVHZ
ATTACHMENT HARDWARE SHEET. METALSCREWPER �,� ?
ANCHOR LOCATIONP
NOTE: CONTRACTOR TO USE OEM ATTACHMENT PARTS ONLY 41111 i L" �
-...
TO "CENTER" AN
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:: ... .. ... .. .. Z .` F-
AND STRAPPING CONTRACTOR MUST BE CAREFUL CHORS
SO.:SCREWS ARE INSTALLED: INTO THE CENTER::OF THE TRUSS TQP CHORD
OR RAFTER BELOW. AN' APPROVED: -ALTERNATIVE WOULD. -BE CONTRACTOR.: ~ o z
INSTALLED -NOMINAL 2"X4" SOUTHERN. PINE #2 BLOCKING.. BETWEEN
0
.. ... S RAFTERS ON E a" a W.
N' BLOCK NGO HALL BE CONN CTED TO TRUSS.:OR RAFTER WITHCSIMP.SON w a
a uJ
:..
A34 OR .A23.ON EACH FACE, OF..BLOCKING-�(2 CONNECTORS PER: Fiat Roof. HiaRoof(7°<9527°) o 0 0.o.�
r.. ...
.. .. -
'
.75-5' ALU 2 Y
-. M. CLAMP...: CONTRACTOR'TSHA. SHALL ADHERE TO RO TRUSS OR EQUIREMENT OF. FBC :CHAPTER 15:: s;" „.. .
(6061-T6) (ROOFING) AND BEST .PRACTICES OF NRCA..ROOFING &WATERPROOFING
2°
: MANUAL TO ENSURE :THE:. -SOLAR INSTALLATION: DOES NOT CAUSE: -ROOF �f „$
INSTALLATION OR AS SYSTEM "AGES" n f
INSTALL'A MIN. (2) a ... a ... �With.. .
LEAKS AT INITIAL � � THE •
3/B"' BULLET: NOSE STAINLESS-: . ::
:3. AS LONG: AS CONNECTOR SPACING::AND NUMBERS ARE: NOT REDCUED, THE :.. .n
STEEL SET SCREWS' TO STANDING CONTRACTOR MAY USE A: SUBSTRATE OR ALUMINUM MOUNTING FRAME,
SEAM :. "SAN HED" BE DWIC TWEEN THE COLLECTOR �AND::ROOF ON FLUSH MOUNT
STANDING -SEAM METAL ROOF CONNECTION ASSEMBLY ... INSTALLATIONS ONLY:' a,.
scALE= N.T.S. 4. OEM STRONGLY .RECOMMENDS AGAINST CLAMPS ON_ -THE BOTTOM HEADER,._ ,
5 THE s:jo): s as°)
NOTE .. FOR. TIEDOWN ANCHORAGE. OF. SOLAR PANELS TO METAL ROOF; STRAPPING ASSEMBLIES . '
SOLAR UNITS: INSTALLED PER: THIS PLAN SHALL NOT FORM PART OF:: Gable Roof.(9" .: Gable: Raof (7°< e
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
::: 'STANDING SEAM METAL ROOFS.. -SCREWS SHALL BE #14 X,1'. MI.N;:SS HEX WASHER :HEADD OR:SS SELF MOUNTED ABOVE ROOF -;SURFACE LIKE A. . A�C ; CONDENSER.:: THEREFORE 13 -Z—I &b-Z-4 �d zz_zwd. �.s ■: �me�r ones
TAPPING SHEET MEALSCREWS. NOT REQUIRING: PRESSUR YT1NG (I.E. WINDOWS; DOORS). SOLAR
A$SEMBLY,ANCHORAGE INSTALL. ' Sq.. X 1/8' SgUARE.ALUM. TUBING TRACKS FOR soLAR PANEL UNITS SHALL. B MOUNTED R CLQ E TO THE ROOF SURFACE, TO PRESSURE ZONE NOTES
ANCHORAGE 'OVER Adt" ALUUM CLAMP 1/8":ST6 ALLOY)- AS:MANUFACTURED O -DYNAMIC PROVIDE PRESSURE EQUALIZATION BETWEEN .THE ROOF SURFACE AND' THE NTS
FASjENER :OVER STANDING: SEAM OF: ROOF PANELS. CUIMR.SPACING TO MATCH STRAF,SFACING (48' BACK:,OF THE SOLAR UNITS. THIS RESULT -:IN NO SIGNIFICANT CHANGES
CTC FROM PANEL'EDGE TO PANEL EDGE, AND''AS SPECIFIED ON PAGE S=1 FOR'MAX. SPACING IN THE LOADS ON 'THE'ROOF. FRAMING FOR':A 'PARALLEL. MOUNT' AND.
PRESSURE ZONE NOTES
CHANCESMODEST TILTR E E D EXTERNAL.
PARALLEL TO RUN OF:PANEL) 6 COMPONE TSOF=:WIND R SSURE DECOUPLE, E.G.. THE ROOF RESISTS: THE° PERCENT T 4h .. _
S� 1WHICHEVER IS LESS - BUT NOT LESS THAN (EITHER 47. OF LEAST
c� INTERNAL WIND PRESSURES: AND THE SOLAR: UNITS RESIST THE EXTERNAL HORIZONTAL DIMENSION OR 3: FT:
ND FORCES ARE THEN
�5' :• .; ..:.::.. WIND: PRESSURES. THE EXTERNAL WI h: MEAN..ROOF: HEIGHT, IN :FEET,:: EXCEPT THAT EAVE HEIGHT SHALL
PN� LEGEND .. -. TRANSFERRED .TO THE ROOF -FRAMING- THROUGH' THE- SOLAR ATTACHMENT
Q BE USED FOR ROOF ANGLES < THAN 10:DEGREES.
:::; :• ::.:'-:.. ;:.::- .... of vacuuM RELIEF HARDWARE. ,
m s
0.:ANGLE OF PLANE'OF:ROOF FROM HORIZONTAL IN DEGREES.
5::::::...�...,.::•::,::. • ... .SOLAR .POOL HEATING.. COLLECTORS ARE. REQUIRED 'TO: BE TESTED,
2 THERMOMETER
CERTIFIED AND LISTED_ BY -THE FLORIDA. SOLAR' ENERGY CENTER. „�
3' SENSOR CONTRACTOR SHALL .PROVIDE DOCUMENTATION TO OWNER OF THEIR
•r':•:":"^:zcii is :•i ® y ��
O LISTING AND RAT(
-'— - - - --- 04 -BALL- VALVE. - -
- -- 1" CIA SS
ul 01 OS CHECK VALVE - — --
O. . FENDER WASHER
O3-WAY VALVE - - _
® PROVIDE 1/4 'STAINLESS STEEL
7 TER SENSOR
os � OF ADEQUATE LENGTH TO SECURE BRACKET TO
VA
oe -FILTER CEMENT TILE DRILL. HOLE THRU CONC. TILE ONLY
EC
-. NOT INTO ROOF MEMBRANE) AND INS
09 :pump COLLECTOR
� :..... �..... ... .. :...: SO AS NOT TO BREAK .TILES. A .. .... .. ..
ALL:TAPCON \
-�� I
10� AUXILLARY HEATER
o■ COLLECTOR T BES
1: AUTOMATIC:CONTRO
_ 1 4 NOTE: .... w0,220 LD: WITH'
® �.6PTIONAL COMPONENTS .
APPLY ADHESIVE TO THE INTERFACE OF THE SOLAR WORLD MOUNTING 0.0 WALL
04 : : L " . BRACKET AND PVC BUTTON: ANCHORS BEING ATTACHED TO THE
CONCRETE FLAT TILE OR -BARREL TILE: CONTRACTOR SHALL ALSO APPLY
ISCHARGE .FROM POOL I NTAKE FROM POOL �. :.. CONC_ BARREL(FLAT TILE .
N 'A , 'ANCHORING EPDXY TO: TAP CON SHAFT PRIOR TO INSTALLING TAP CON.
GENERAL: NOTES ■COMPONENTS ARE OPTIONAL TAP CON TO BE INSTALLED PRIORTO EPDXY SETTING.-A3"x1"ic1/B"MINIMUM 1/2"
ALUMINUM .(ALLOY: 6061-T6) ANGLE: MAY BE USED TO MOUNT PANELS TO
TILE AS'A CONTRACTORS OPTION: APPROVED.ANCHORING EPDXIES ARE
PLYWOOD SHEATHINGR
TYP. PLIJMBM SCHEMATIC, - •
NK"M
sc�uE KT.s:.. j:fR
CHEMLI 1", SUREBOND "SB 190" OR APPROVED EQUAL
INTERMEDIATE BUTTON ANCHORS TO BE PROVIDED FOR SS STRAPPING 11:1
1 l
AS DETAILED.ON PAGE S-1. SPACING OF BUTTON ANCHORS ARE 48" OC \ �N. L,_ /�
NOTES: ..: �5.c ,�►tE
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!' ATURI
K IGN ' N I HO DV S
6th : ED. FLORIDA- PLUMBING CODE (2017). SPECIAL CARE SHALL BE TAKEN REGARDING OC (EXP. D) FOR PRESSURE ZONE 1 AND 16" OC (EXP. C) 8 T OC (EXP, D) E7i VERY PESMIT PULLED
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 IR A. SE ��jIRIGMAL FFf�APER COPY OF
U Ee�UC4V8T'
AS THE MAXIMUM: FOR HORIZONTAL AND 10 FT. FOR VERTICAL SOLAR PIPING... PER PRESSURE ZONE 3. ADJUST STRAPPING SPACING FOR. MEAN ROOF- AT S: PL BE FMR PLANS W
6th ED. F.LORIDA MECHANICAL CODE, 'CONTRACTOR SHALL, :INSTALL MANUAL DRAIN HEIGHT.OF STRUCTURE FROM.15, FT. TO 30 FT. AS SPECIFIED ON PG. S-1. FILE.:' : .
DOWN • VALVES, -AND INSTRUCT OWNER :IN DRAINING AND RE -STARTING THIS SOLAR, - BUTTON ANCHORS TO BE INSTALLED IN CENTER AND/OR
OF TILE.
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. STRAP BRACKET TILE ROOF 15
FREEZE DAMAGE RESULTS -FROM AN ERROR- IN .OPERATION. COLLECTORS SHOULD - SCALE= g ALWAYS BE: DRAINED BY OWNER OR OWNER'S REPRESENTATIVE IN ADVANCE OF: NEAR
N.T.S.
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