HomeMy WebLinkAboutINSTALLATION OF A ROOF TOP04
...... BY. DISTANCE DECREASE G IN PRES COLLECTOR COUPLING
RUBBER COUPLING: SURE COLLECTOR HEADER I.D.
. u
fl ARRAYS:ENCROACHIN .:... HOSE CONNECTOR
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TOP HEADER
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- UPPER.HOLD DOWN-e � ��1e � : � -ZONE 2 ANDIOR 3 : :: -
. 4'x8' 10'. OR 12 ..
SEE DETAIL A).(2: PER PANEL MIN. )
(2) N0..14 x 2� M IN SS HEX :: °
SOLAR PANELS
/:7::: NOT > 48" CTC, NOT < 16" CTC S
M ET
L
COL
LECTOR
ATI N INTO P
ER HEAD
' SCREW PER MOUNT
YWOOD
•
LECTOR TUBE
NG OR ONE SC
REW
_ EXISTIN
. tn. SHEATH( ` _ w
.. WITH FULL EMBEDMENT IN
m. L � = a
.. ... RAFTE
R OR TRUSS...:..
G ROOFING
o °
.
- 6... z
1„ DIA 1/2" O S
2" CDX
PLYWOOD
SS :...
. .. .. FE . , NDER WASHER::.:
PER SCREW
HEAT
.:::'MIN UM R �. IM :B..O ]/
• �ETAI : :.. S�ING.BEATHINGS.(DESIGN
... '- .. - N.T.S.
UTT O GA 7/8" X :...
OEM _
•
ANGL 1/8
. ..... „ GATED 316 :62, SSN R 1 (1�R
1/2 PLASTIC COATED STRAPPING :..OR
x3"MI
G:F
48" THICK, LB. BREAK HEET SNSTALLATION et'
.. ... ....... RAP I ,':CTCMAX.
SSS HEX � -
META
K 67
IC 0
- STRAP SPACIN m STRENGTH
SEE. DETAIL C W.LOCATION-
AN
WASHER H TMP
;. LSC
-
-
GHOR
j :ROOFING (EXISTING)...::.::..
1/2" O S 1/2" CD
..
.. (A PLYWOOD SHEATHING (DESIGN:OF
CONTINUOUS
.. RAFTER
OTHERS
TRAP T SE HIN SCREWS SHALL HAVE
RUS S OR
. SHEAT
SS ANCHORING
DETAIL p- IN TRUSS OR RAFTER
„ D scALE=' N.v MAX. 50". G C MAX. ALONG STRAP .:Co
P
ELL STRAP 14 x 3" MI > ... STAINLESS 0..
1l2 LAS.TIG COATED 316P
;'".. A NLESS ST NO
048 T
„ H z cno
N
LSC ANGLE
META
HICK, 670 LB BREAKING
WASHER HEAD: OR SHEET
- - !--STRENGTH
N
TTON _ � ANCHOR LOCATION H bo
LL
STREN
�. (STING ¢ O
-
PVC BU
-
:..ROOFING (EX
------ - -
BOTTOM HEADER -
.. (SEE DETAIL B)-.-- — — - - _ _
- -- --
SOLAR PANEL:(TYP.):....: -. _ . .- - — —
-• 1/2" CD
PANELS
... o .
SHEATHING BY OTHERS):: ... :.. .: INGS(DESIGN
ER1.
- � ..... :. TRUS
SES OR RAFT
PLYWOOD SHEATH OF
_.
. ::: ST. LUCIE COLNTY . .
BUILDING :D (VISION
�.. SCALE-
: C. - SHALL.:HAVE
C
Sp,EV1E�E _ N:T.s_ � N TRUSS OR RAFTER-.
Qo'i>r EIN:THESE RECEIVED .
- ANCHORING S
RAP
FOR OORA5 E WI 0 CTC
1. THE STRUCTURAL.SYSTEMS DEPICTED HER
13Y REDESIGNED -IN ACCORDANCE TH
MAX. 5 " MAX_. ALONG ST
REVIE)NED DRAWINGS'WE . ITION (2017) AND , :. 2�
ppTE 1 THE FLORIDA BUILDING CODE 6TH ED j
J,j -t e
PANS AN � Q� ASCE 7-10 "MINIMUM. DESIGN LOADS FOR BUILDINGS -
... P 9 P en
. _ {� O� JOG S„ d e mittinl De a.rtm
:.
��' new• :-`: : �iil1SY'RE lid I. pE:N1ADE AND OTHER STRUCTURE t. Luc
N 4P1 MATE VELOC TY :132 MPH
9tSE0710 IL.
N®; IN - 2. WIND SPEED IS 170 MPH. ULTI
SPEED) IS D w
NOT V w ` L WIND PE D R K.CATEGORY II STRUCTURES:LI Ix:
. ... ALI iiHOUT THE BLUE..INK .SIGNATURE
-� S Lucie County
dZ NOMINA
3. WIND EXPOSURE CATEGORY C &;D:(SEE N TE #7):. ,AND THE
0° TO 45° ENGINEER.ORIG 0 PUA0 REQUIRES LICENSED
4. ROOF ANGLE: FT R LAN
. ..
°tea
.MAY
5: HE OF STRUCTURE<. 60 � N
��I THIS'. P w
Flm:
6 M 36 `�. �li ij�' FILE O..EAN ROOFHEIGHT(MRH): UP T0.30'R � `' P SPACING FOR WIND EXPOSU E C IS ��.15 E..
. �O� za
" oc
- 7 SS STRAP-
L � FOR ZONE.1,:24":OC FOR ZONE.2. , 16". OC FOR ZONE-3. _ -
FOR MPH UP TO 15. . SS.STRAP SPACING FOR:WIND
- XPOSURE D IS 3l)" OC FOR ZONE 1, 20" OC FOR ZONE 2 , ••: W ' • Q �:
E..
1
12" OC, FOR ZONE 3 FOR MPH, UP T015'.. FOR EACH 5 FT. J
INCREASE IN MPH UP TO 30' -:DECREASE STRAP
•s Oi
„ SPACING BY 1". •
IN E 3 IN HVHZ T�P �I 08 ~\,• Z �
2 NO.14 x 2 M _
MOUNT A - O .. NO USE IN PRESSURE ZONE
SS. HEX WASHER HEAD,OR
8.o.
ET.METAL SCREW PER
SHE
ATTACHMENT HAR
DWARE. V PARE ANCHOR LOCATION
NOTE: CONTRACTOR TO USE OEM:ATTACHMENT.PARTS, ONLY ...
:. ... ..... _ . .
N
-.-
:. NO •
TES:- .
INSTALL --A- 3/8" S.S. MACHINE " 1.: CONTRACTOR IS ENCOURAGED TO INSTALL SYSTEM IN PRESSURE: ZONE 1.
1" SQ. X 1/8" 'ALUM.: TUBEZONE-2_ .
SCREW:THROUGH TUBE INTO.
IF PART OF,.SYSTEM MUST ENCROACH INTO PRESSURE OR 3,.....
OP OF S=5 -CLAMP :. (6061-T6) ANCHORING . SHA. LL BE ADJUSTED AS PER SPECIFICATIONS' HEREIN.
T
_.
ONTRACTOR SHALL ATTACH_COLLECTOR ARRAY 'WITH OEM HARDWARE ... n n. r
—...
.::
AND: STRAPPING. CONTRACTOR MUST BE CAREFUL TO "CENTER" ANCHORS
.N
1. m
° -
SO.:SCREWS ARE INSTALLED: INTO THE CENTER::OF THE TRUSS TOP:CHORD
a
?
fn
OR RAFTER 'BELOW. AN APPROVED ALTERNATIVE' WOULD. BE CONTRACTOR.
� o
INSTALLED NOMINAL 2"X4 SOUTHERN. PINE #2 BLOCKING. BETWEEN
'
..
...
.. .. ,. O S a ..
OSHALLF
Z
o
BLOCKING BE CONNECTED TO TRUSS OR RAFTER NTH.-SIMPSON
- 5
o
w
.o
A34' OR A23.ON EACH FACE OF, BLOCKING (2''CONNECTORS -PER Flat Roof. Hia Roof (7°< a s•27°)
o
0
S-, M. CLAMP
5" ALU
ONTRACT.ORCONNECTION TSHAL ADHERE: RUSS OR EQUIREMENT OF FBG CHAPTER 15
2 . ,
'Y
;
( 6061.=T6 )
0WATERPROOFING
(ROOFING) AND BEST- PRACTICES OF NRCA,.RO FING &
_';�
�$
j' 2"
2 /
MANUAL 0 ENSURE :THE: SOLAR INSTALLATION : DOES NOT CAUSE. ROOF
E SU
'AS "AGES".5
„
LEAKS AT INITIAL: INSTALLATION OR THE SYSTEM
INSTALL'A MIN::OF (2)
"
AS LONG: AS :CONNECTOR SPACING AND NUMBERS . .....a.. REDCUED. THE :: a a
:.'
3
3/B BULLET:'NOSE STAINLESS':
CONTRACTOR MAY USE A: SUBSTRATE OR ALUMINUM MOUNTING FRAME,
g ,
.
STEEL SET SCREWS TO STANDING'
:SEAM :..:.
"SANDWICHED" BETWEEN ::THE COLLECTOR AND' ON FLUSH MOUNT
a
LY. :..... - ...... •:: 11 ..:". . :a,. . ... a. .dssi
STANDING SEAM METAL ROOF .CONNECTION ASSEMBLY
"
wsTALLATIOHs %J
4. OEM STRONGLY -RECOMMENDS' AGAINST CLAMPS ON THE BOTTOM HEADER.-
a .
scALE= : N.T.S.
5. SOLAR UNITS. INSTALLED PER: THIS: -PLAN SHALL NOT -FORM PART OF::THE:
Gable Rbof(es7°): GableRbbfR°<es45°).
NOTE .. FOR TIEDOWN ANCHORAGE. OF. SOLAR PANELS T0. METAL ROOF; STRAPPING ASSEMBLIES
PAGE S-1 SHALL BE ANCHORED TO ASSEMBLY. DETAILED ABOVE FOR CONNECTION TO
BUILDING ENVELOPE (I_ E.:. WINDOW, DOOR). _ . SOLAR UNITS SHALL BE'
tedor Zones End Zones
7� , pourer Zones
'-z�rvroe,-z�. -- aoot:.rarovw,�..xs,
DETAILED:ON
.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
/
NOT REQUIRING:A PRESSURE_. RATING (I.E. WINDOWS,:DOORS). SOLAR
e5 xewun.
TAPPING SHEET- MEAL; SCREWS.
UNITS SHALL BE: MOUNTED VERY .CLOSE TO THE ROOF SURFACE, TO ..
PRESSURE ZONE NOTES _.
ASSEMBLY.ANCHORAGE: INSTALL 1" SQ. i 1/8" SQUARE ALUM. TUBING TRACKS - FOR SOLAR PANEL
PROVIDE PRESSURE EQUALIZATION BETWEEN THE'ROOF SURFACE AND THE
NTS
ANCHOftA6E'OVER 'S-5" ALUMINUM CLAMP (6061—T6 ALLOY). AS :MANUFACTURED BY 'DYNAMIC
BACK- OF THE SOLAR UNITS. THIS RESULTS: IN„ NO SIGNIFICANT. CHANGES
FASTENER) OVER STANDING SEAM .OF.'ROOF PANELS. CLAMP SPACING TO MATCH STRAP, SPACING (48"
IN THE LOADS ON 'THE -ROOF FRAMING -FORA PARALLEL MOUNT AND
PRESSURE -ZONE -NOTES
CTC FROM PANEL EDGE:TO PANEL EDGE, AND -AS SPECIFIED ON PAGE S-1 FOR MAX. SPACING
MODEST ,CH.ANGES IF TILT UP. . HOWEVER THE INTERNAL : AND EXTERNAL
OF
1WH N111M (EITHER
PARALLEL TO RUN'OF:P.ANEL) G "
COMPONENTS-:OF=:WIND PRESSU,RE:DE000PLE, E.G.: THE::ROOF RESISTS : THE°'
CH WHICHEVER LES "IJUTSNOT LESS 4 OF: LEAST
INTERNAL WIND PRESSURES'AND AND THE SOLAR UNITS RESIST THE EXTERNAL
HORIZONTAL DIMENSION - OR 3 FT:
:::-••
URES. THE EXTERNAL WIND: FORCES ARE THEN
�N D. PRESS h•
MEA HEIGHT. IN :FEET,: -:EXCEPT THAT EAVE HEIGHT SHALL
OFOR'ROOF
" FYS `='...........• LEGEND...
TRANSFERRED .TO- THE'ROOF ROOF FRAMING- THROUGH THE SOLAR ATTACHMENT
USED 'ANGLES < THAN DEGREES.
.....:.: .e$ ,..
of VACUUM RELIEF
HARDWARE. 0:
LE OF PLANE OF ROOF FROM INDEGREES.
ANGLE ANE R HORIZONTAL
SO�p4�
S. SOLAR HEATING .COLLECTORS ARE REQUIRED TO BE TESTED,
'ism i:}c:•.;;`i '' 2 ,THERMOMETER
.POOL
CERTIFIED AND LISTED BY: THE FLORIDA' SOLAR ENERGY CENTER.
:•:ia ....... --- 3
"`. `'''''`' SENSOR
CONTRACTOR SHALL .PROVIDE DOCUMENTATION TO OWNER OF THEIR'
....::::
x.• ' 04 BALL VALVE
LISTING AND RATINGS
.
---- ---- - 1„ DIA-SS:..
4A__.
1-101) os CHECK VALVE
- FENDER WASHER-.,
06 :3-WAY VALVE
WATER.SENSbk
OB FILTER
09 : PUMP
10>t AUXILLARY- HEATER
ll�e AUTOMATIC: CONTROL
m.OPTIONAL COMPONENTS
ZOM POOL
GENERAL NOTE- ■ COMPONENTS ARE OPTIONAL
Tyr., PLUMMG SCHEMATIC. .
' SCAIB M.T.S: ... .
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 308.5. 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
rorr71AIC LU/CATWrP - -- -
PROVIDE 1/4" STAINLESS STEEL TAPCON_SCREWS
OF ADEQUATE LENGTH TO SECUREBRACKET TO
CEMENT TILE DRILL HOLE THRU CONC. TILE ONLY
(NOT INTO ROOF MEMBRANE)"AND INSTALL TAPCON
SO AS NOT TO BREAKTILES.'
NOTE: .. .
APPLY ADHESIVE TO THE INTERFACE OF THE SOLAR WORLD MOUNTING
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 INSTALLING -TAP CON,
TAP CON TO BE INSTALLED PRIOR TO EPDXY SETTING. A.3"x1"x1/8"
ALUMINUM.(ALLOY: 6061-T6) ANGLE MAY BE USED TO MOUNT PANELS TO
TILE AS A CONTRACTORS OPTION: APPROVED ANCHORING EPDXIES ARE
CHEMLINK "MA", SUREBOND "SB-190" OR APPROVED EQUAL.
INTERMEDIATE BUTTON ANCHORS TO BE PROVIDED FOR SS STRAPPING.
AS DETAILED ON PAGE S-1. SPACING.OF BUTTON ANCHORS ARE 48" OC
ALONG THE:SS. STRAPING. SPACING OF STRAPING IS:2T:' OC (EXP. C) & 24"
OC (EXP. b) FOR PRESSURE•ZONE 1 AND 16" OC (EXP. C) & 12" OC (EXP: D)
FOR PRESSURE ZONE:02..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 IN CENTER STRAP OF
TILE ROOF
SCALE= N.T.S.
�- COLLECTOR HEADER 2.00" I'D.-.
5/32" WALL THICKNESS
COLLECTOR TUBES
0.220 I.D: WTH
0.030 WALL
CONC. BARREL/FLAT TILE
\ MINIMUM 1/2" O.S:B. OR
PLYWOOD SHEATHING
RAFTER
NT `\ OD)t OUJ TT 'B�N INK SIGNATUI
oAL.'OF: CORIDA
CM AT`A S�gl,����pRIIRY FAPERFeSMIT COPY CS. PO E�VLWtl?' BE 11¢ FAR PLANS E
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