HomeMy WebLinkAboutSOLAR PANEL PAPERWORKPANELS SHALL NOT
INSTALLED IN CORNER ZONES
OF ROOF ASSEMBLIES.
0
yq PANEL w
RIDGE RIDGE
a
.__�NQ. PANEL
ROOF CORNER ZONE SHALL BE 10 PERCENT
OF SHORT DIMENSION OF BUILDING OR 40_
PERCENT OF MEAN HEIGHT, OR 3 FT.
WHICH EVER IS SMALLER.
ROOF LAYOUT GENERAL C❑NDITI❑NS
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PLUMBING
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m anma
O
1/2" O.S.B OR PLYWOOD_)
ROOF DECKING
STRAP BRACKET
TILE ROOF
upper hold down
clamp see detail A
or optional detail A-1
exB', 10' or 12'
solar panels
NOTE: EAGLE CLAW PLASTIC
HEADER BRACKET ACCEPTABLE ALTERNATE
x
d
(LJ
STRAP BE
A XET
DETAIL C
V
CU
£
PROVIDE �ry2 SCREWS W CONICAL
ADEQUATE LENGTH TO CURE
BRACKET TO CEMENT TILE
DRILL HOLE THRU CONIC. TILE
AND INSTALL SCREW SO AS
NOT TO BREAK TILES.
PANEL
RISER SYSTEM
RAFTER
S-5 CLAMP S-5 CLAMP
7 3" PANEL
032 THICK 724
STANDING SEAM C❑NNECTI❑N
rLL xNaxwWs srANMs DR rxv
PLEASE NOTE: LOWER CLAMP/SPRING ASSEMBLY
MAYBE OWNED PROVIDED A CONTINUOUS CROSS STRAP
IS INSTALLED NO MORE IMAM 12* ABOVE LOWER/RETURN
ASSEMBLY
strop,VV"o —,
STRAP SPACING
48" O.C. MAX
`- LOWER/TI
°� see hold
down
PANELS detail
ENSURE TILE CAVITY IS FILLED COMPLETLY
WITH DOW TILE BOND ROOF TILE ADHESIVE
OR EQUAL APPLY ADHESIVE TO TILE AQUA THERM
MOUNTING BRACKET IS ATTACHING TO PLUS ALL
TILES AROUND IT (5) MINIMUM.&
--ACCEPTABLE ALTERNATE.
EXTEND THRU TO SHEATHING BELOW
ADD SEALENT AT CONNECTION
PROVIDE TAPCON SCREWS OF
ADEQUATE LENGTH TO SECURE
BRACKET TO CEMENT TILE.
DRILL HOLE THRU CONC. TILE
AND INSTALL TAPCON SO AS
NOT TO BREAK TILES.
1/4" LAG ACCEPTABLE ALTERNATE OR
#14 PHIL PAN OR HEX HEAD ACCEPTABLE ALTERNATE
NOTE: THE MOUNTING BRACKET BY
IRONRIDGE IS ACCEPTABLE FOR
INSTALLATION OF THE PANELS
PRVIDE 3/8"x 2 1/2" LAGS-
4FT & 6 FT O.C. MAX TO EXISTING
TRUSSES BELOW
1. THE SOLAR COLLECTOR INSTALLATION
AS DETAILED IN THE DRAWINGS IS
FOR THE INSTALA71ON OF POTABLE WATER
HEATING SYSTEMS ON STRUCTURES
UP TO 35 FEET IN HEIGHT WITH ROOF
SLOPES BETWEEN 0 AND 30 DEGREES,
ROOF AREAS 1 AND 2 BUT NOT CORNERS.
2. THE DESIGN OF THIS INSTALLATION IS
BASED ON ASCE7-10 FOR SURFACE
AREAS BETWEEN 20 AND 48 SQUARE
FEET RESULTING IN A MAXIMUM WIND
PRESSURE OF <= 57 PSF.
THE INSTALLATION SHALL UTILIZE ARD-
WARE PROVIDED BY THE MANUFACTURER
AS DETAILED IN THE INSTALATION
MANUAL OR AS SHOWN ON PLAN.
PLASTIC MOUNTING
STRAPPING
qwv-
r
2-$14X 1 1/2 SEMI. AD
OR HEX HEAD ASSFM01
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etaI
0SSe�bl �,
>m,G 'V �
do n asse�,bl det0.
lower tie
PANG'
2-PA" VvEAD
2—$C HE)L/AEA;
SORE
W.
UPPER CLAMP
RAFTER
�senb,
50D C`Qf it%
lower tie dawn
to 1ow�
acceptoble oltemote
ASSEMBLY MAY BE DELETED PROVIDED
MOUNTING BRA
PLASTIC BASE SET STRAPPING
1-y14x1 a" PAN HEAD
OR HEX HEAD
— MIN. 1/2-
C. OR PLYWOOD
SHEATHING
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLIANCE
REVIEWED BY
Fj—
DATE 9
NO
PLANS AND PERMIT
SEP 2 4 2019
ST. Lucie County,
t
I SCANNED
BY
St. Lucie County
14X 1 1/2-PAN HEA
t HEX HEAD SCREW.
— MR 1/2"
G.S.G. OR PLYWOOD
SHEATHING
v V � RAFTER
M❑UNTING BRACKET
FLORIDA BUILDING CODE 2017, 6TH EDITION,
TO INCLUDE THE EXISTING AND
RESIDENTIAL CODES
ULTIMATE DESIGN WAND SPEED: 180
NOMINAL DESIGN WIND SPEED: 140
RISK CATAGORY: 2
IMPORTANCE FACTOR: 1.0
EXPOSURE CATAGORY: C
INTERNAL PRESSURE COEF: +-0.18.
ENCLOSED STRUCTURE
THE STRUCTURAL COMPONENTS OF THIS
PLAN ARE IN COMPLIANCE WITH THE 2017
FLORIDA BUILDING CODE, WIND LOAD
COMPLIANCE AND ITS RESISTANCE TO
GRAVITY AND DESIGN PRESSURES
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SHEET NUMBER
S - 1