HomeMy WebLinkAboutSolar pool heater info, engineeringACCEPTABLE ALTERNATE I,
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 PARDON SO AS
NOT TO BREAK TILES.
1/4" LAG ACCEPTABLE ALTERNATE OR
A14 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
PANELS
S-5 CLAMP S-5 CLAMP
3" PANEL
.032 THICK
STANDING SEAM CONNECTION
ALL HARDWARE SIAWLf55 0e WLY
PANELS SHALL OCT BE
INSTALLED IN CORNER ZONES
OF ROOF ASSEMBLIES.
El x'%o
RIDGE
a
I
Q PANEL
ROOF CORNER ZONE SHALL BE 10 PERCENT
OF SHORT DIMENSION OF BUILDNG OR 40
PERCENT OF MEAN HEIGHT, OR 3 FT.
WHICH EVER IS SMALLER.
upper hold down
Clomp see detail A
or Optlo,dl detail A-1
4'x8'. 10' or 12'
solar panels
X
CU
O
STRAP B
A( NET
DETAu_ C
X
N
NOTE: EAGLE CLAW PLASTIC S"� r ALUMINUM TOP CLAMP
HEADER BRACKET ACCEPTABLE ALTERNATE
1/4"-200/4" In S.S. OR PAN HFAO
"PAN HEAD
EAD SCREW
)OFING
MIN. 1/2"
B. OR PLYWOOD
SHEATHING
STRAP SPACING upper Cl,amp a55er-bl,y deta�� A-1
48" O.C. MAX
strap �
LOWER/RETI
LOWER hold down
clamp see detail B
PLEASE NOTE: LOWER CLAMP/SPRING ASSEMBLY
(MAYBE OMITTED PROVIDED A CONTINUOUS CROSS STRAP
IS INSTALLED NO MORE THAN IH" ABOVE LOWER/RETURN
ASSEMBLY
ED
PANEL u
m
RIDGE
ROOT LAYOUT GENERAL CONDITIONS
1. THE SOLAR COLLECTOR INSTALLATION
AS DETAILED IN THE DRANINGS 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 SUIT NOT CORNERS,
2. THE DESIGN OF THIS INSTALLATION IS
BASED ON ASCE7-1C FOR SURFACE
AREAS BETWEEN 20 AND ^5 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 INSTA_ATION
MANUAL OR AS SHOWN ON PLAN.
P,
-k 14Y 1 1/2"PAN HEAD
R HEX HEAD SCREW,
)F1NG
MIN. 1/2'
O.S.B. OR PLYWOOD
SHEATHING
nipper ClaMp asser_lbly detail A
SPRING ASSEMBLY
CCJJ AT CONTRACTORS OPTION
\ # 14X 1 1/2"PAN HEAD
r X OR HEX HEAD
ROOF NGREW.
MIN. 1/2''
O. S.B OR PLYWOOD
\ SHEATHING
I ower ClaMD aSSC-Mbly detail B
NOTE: LOWER CLAMP/SPRING ASSEMBLY MAY BE DELETED PROVIDED
BOTTOM CONTINUOUS STRAP IS LOCATED WITHIN 12" OF BASE
ENSURE TILE CAVITY IS FILLED COMPLE7LY
WITH DOW TILE BOND ROOF TILE ADHESIVE
OR EQUAL. APPLY ADHESIVE TO TILE AQUA THERM
MOUNTING BRACKET IS ATTACHING TO PLUS ALL PROVIDE #12 SCREWS W/CONICAL
TILES AROUND IT 5 MINIMUM, ADEQUATE LENGTH TO SECURE
�) BRACKET TO CEMENT TILE,
DRILL HOLE THRU CONC. TILE
�Q AND INSTALL SCREW SO AS
NOT TO BREAK TILES.
112' O.S.B OR PLYW000____j
ROOF DECKING
STRAP BRACKET
PANEL
RISER SYSTEM
CONC. BARREL/FLAT
TILE
MOUNTING BRACKET
I STRAPPING
k 14X 1 112"PAN HEAD
OR HEX HEAD SCREW.
MIN. 1/2'
O.S.B. OR PLYWOOD
SHEATHING
ROOFING
— RAFTER
MOUNTING BRACKET
DETAIL C
FLORIDA BUILDING CODE 2014, 5TH EDITION
TO INCLUDE THE EXISTING CODE
ULTIMATE DESIGN WINO SPEED:
180 MPH
NOMINAL DESIGN WIND SPEED:
140 MPH
RISK CATAGOR :
I
IMPORTANCE FACTOR:
0.87
EXPOSURE CATAGORY:
B
INTERNAL PRESSURE GOLF:
+-0,18
ENCLOSED STRUCTURE
STRUCTURAL COMPONENTS OF THIS
PLAN ARE IN COMPLIANCE WITH THE 2014
FLORIDA BUILDING CODE, WIND LOAD
COMPLIANCS AND ITS RESISTANCE TO
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REVISION I OAT,
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DATE 01.-16-if (!
BY JCK
TILE RUONOTE