HomeMy WebLinkAboutANCHORING OF AQUATHERM SOLAR PANALSACCEPTABLE ALTERNATE
EXTEND THRU TO SHEATHING BELOW
ADD SEALENT AT CONNECTION
PROVIDE TAPCON SCREWS OF
ADEQUATE LENGTH TO SECURE
BRACKET-TO-CEMSNT-TlLS.
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
PROIDE=37'B"x 2=1 j2"=EAiGS
4FT & 6 FT O.C. MAX TO EXISTING
TRUSSES BELOW
PANES
S-5 CLAMP S-5 CLAMP
r2
3" PANEL <7
032 THICK
STANDING SEAM C❑NNECTI❑N
ALL. WAOWARE SfMK M OR OM.V
PANELS SHALL NOT BE
INSTALLED IN CORNER ZONES
OF ROOF ASSEMBLIES.
yA
w RIDGE
Yel
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.
upper hold down
clamp see detail A
or optional detail A-1
4'x8', 10' or 12'
so or panes
° X
cu 0
- -- - - - - ( --£ - -
STRAP SPACING
48" O.C. MAX
continuous
strop LOWER/RETURN AS MBLY
PLEASE NOTE: LOWER CLAMP/SPRING ASSEMBLY
MAYBE OMITTED PROVIDED A CONTINUOUS CROSS STRAP
IS INSTALLED NO MORE THAN 12" ABOVE LOWER/RETURN
A
0
PANEL w
J
RIDGE
ROOF LAYOUT GENERAL C❑NDITI❑NS
\— LOWER hold down \
clamp see detail B
1. THE SOLAR COLLECTOR INSTALLATION
AS DETAILED IN THE DRAWINGS IS
FOR THE INSTALATION 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 <= 67 PSF.
THE INSTALLATION SHALL UTILIZE HARD-
WARE PROVIDED BY THE MANUFACTURER
AS DETAILED IN THE INSTALATION
MANUAL OR AS SHOWN ON PLAN.
NOTE: EAGLE CLAW PLC" , ALUMINUM TOP CLAMP
HEADER BRACKET ACC LE ALTERNATE f
1/4"-20x3/4" Ls1 OR PAN HEAD
PANEL
2-# 14x2"PAN HEAD
OR HEX HEAD SCREW.
ROOFING
upper clamp assembly detail A-1
N
-# 14X 1 1/2"PAN HEAD
R HEX HEAD SCREW.
)FING
O.S.B. OR PLYWOOD
SHEATHING
SPRING ASSEMBLY
AT CONTRACTORS OPTION
[_ # 14X 1 1/2"PAN HEAD
OR HEX HEAD SCREW.
ROOFING
MIN. 1 /2"
O.S.B. OR PLYWOOD
SHEATHING
lower clamrD assembly detail B
NOTE: LOWER CLAMP/SPRING ASSEMBLY MAY BE DELETED PROVIDED
OTT0M CO. TINUW- TRA WI I " OF BASE
MOUNTING BRACKET —
ST LUCIE COUNTY STRAPPING
BUILDING DIVISION
REVIEWED,
FIPR COMPL QE
REVIEWED BY
DATE
.. PLANS A � PER IT .
M6ST BE KEPT ON JOB OR
ENSURE TILE CAVITY IS FILLED COMPLETLY NO INSPECT401N VALL BE MADE
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. PROVIDE #12 SCREWS WLCONICAL
ADEQUATE LENGTH TO SECURE
BRACKET TO CEMENT TILE.
DRILL HOLE THRU CONC. TI
AND INSTALL SCREW SO AS16
EEEE1'1
NOT TO BREAK TILES.
PANEL
wl,z�lloi / RISER SYSTEM
1/2" O.S.B OR PLYWOOD
ROOF DECKING
STRAP
TILE
BRACKET
ROOF
CONC. BARREL/FLAT
TILE
# 14X 1 1/2-PAN HEAD
OR HEX HEAD SCREW.
i ROOFING
— MIN. 1/2"
O.S.B. OR PLYWOOD
SHEATHING
If � RAFTER
M❑UNTING BRACKET
DETAIL c 9CANNED
y BY
CC
M Lucie Cour
FLORIDA BUILDING CODE 2017 6th EDITION
TO INCLUDE THE RESIDENTIAAL & EXISTING
CODES'
ULTIMATE DESIGN WIND SPEED: 180
NOMINAL DESIGN WIND SPEED: 140
RISK CATAGORY: If
IMPORTANCE FACTOR: 1.0
EXPOSURE CATAGORY: C
INTERNAL PRESSURE COEF: +-0.1BI-
ENCLOSSED STRUCTURE X /
THE STRUCTURAL COMPONENTS OF THIS
PLAN ARE IN COMPLIANCE WITH THE 2
AND 2018 FLORIDA BUILDING CODE, D
LOAD COMPLIANCE AND ITS RESISTA CE
GRAVITY AND DESIGN PRESSURES
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DATE D6-10-18
i✓BY 'JCK I
SHEET NUMBER
S-1