HomeMy WebLinkAboutSTRAP BRACKET TILE ROOFACCEPTABLE 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
PANES
S-5 CLAMP S-5 CLAMP
J-- ,
7 3" PANEL <
032 THICK
STANDING SEAM CONNECTION
ALL MARDWARE STAINLESS OR OALV
PANELS SHALL NOT BE
INSTALLED IN CORNER ZONES
OF ROOF ASSEMBLIES.
y�A
Uj RIDGE
a
4Q 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
48% 10' or 12' _
solar panels
TS BI
DETAIL C
A ET
continuous
strap
PLEASE NOTE: LOWER CLAMP/SPRING ASSEMBLY
MAYBE OMITTED PROVIDED A CONTINUOUS CROSS STRAP
IS INSTALLED NO MORE THAN 12' ABOVE LOWER/RETURN
ASSEMBLY
PANEL
RIDGE
ROOF LAYOUT GENERAL C❑NDITI❑NS
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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.
1/2" 0
F
NOTE: EAGLE,' ;q PLASTIC ALUMINUM TOP( ;IP
HEADER BRA; ACCEPTABLE ALTERNATE __1
1 /0-70s3/4" 1 n SS nR PAN HFAn
PAN HEAD
:AD SCREW.
)OFING
MIN. 1 /2"
B. OR PLYWOOD
SHEATHING
upper clamp assembly detail A-1
PANEL _2-# 14X 1 1/2"PAN HEAD
OR HEX HEAD SCREW.
ROOFING
,ill SHEATHING
upper damp assemla�y .-.
SPRING ASSEMBLY
AT CONTRACTORS OPTION
# 14X 1 1/2"PAN HEAD
OR HEX HEAD SCREW.
Y ROOFING
rM
MIN. 1 /2"
O.S.B. OR PLYWOOD
SHEATHING
lower clamp assembly detail B
NOTE: LOWER CLAMP/SPRING ASSEMBLY MAY BE DELETED PROVIDED
BOTTOM CONTINUOUS STRAP IS LOCATED WITHIN 12" OF BASE
MINN
MOUNTING BRACKNERro # 14X 1 1/2-PAN HEAD
STRAPPING OR HEX HEAD SCREW.
� ROOFING
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. PROVIDE y12 SCREWS W//CONICAL
ADEQUATE LENGTH TO SECURE
BRACKET TO CEMENT TILE.
DRILL HOLE THRU CONC, TILE
AND INSTALL SCREW SO AS
NOT TO BREAK TILES.
PANEL
k0A�\ / RISER SYSTEM
STRAP BRACKET
TILE ROOF
.R
— MIN. 1/2'
O.S.B. OR PLYWOOD
SHEATHING
If � RAFTER
M❑UNTING BRACKET
DETAIL C
FLORIDA BUILDING CODE 2017 6th EDITION
TO INCLUDE THE RESIDENTIAAL & EXISTING
CODES
ULTIMATE DESIGN WIND SPEED: 170
NOMINAL DESIGN WIND SPEED: 132
RISK CATAGORY:
IMPORTANCE FACTOR: 0
EXPOSURE CATAGORY: C
INTERNAL PRESSURE COEF: 0.18
ENCLOSSED STRUCTURE
THE STRUCTURAL COMPO T F THIS
PLAN ARE IN COMPLIAN THE 2017
AND 2018 FLORIDA B IN ODE, WIND
LOAD COMPLIANCE A IT ESISTANCE TO
GRAVITY AND DESIG PRE URES
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REVISION I DATE
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054
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DATE 03-05-18
By JCK
SHEET NUMBER
S-1