HomeMy WebLinkAboutANCHORING DETAILSACCEPTABLE ALTERNATE
EXTEND THRU TO SHEATHING BELOW
ADD SEALEN7 AT CONtTECTION
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
PANELS
S-5 CLAMP S-5 CLAMP
73" PANEL <
— .032 THICK
STANDING SEAM CONNECTION
ALL KWI NARE STAINLESS OR &AW
PANELS SHALL NOT BE
INSTALLED IN CORNER ZONES
OF ROOF ASSEMBLIES.
y�A
w RIDGE
a
Ile
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' _
solar panels
STRAP BRA
DETAIL C
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
0
w
J
6
1/2' 0
R
I
NOTE: EAGLE CLAW Pl( ALUMINUM TOP CLAMP —
HEADER BRACKET ACL-4�9LE ALTERNATE
F1/4'-20x3/4' L, � OR PAN HEAD
PAN HEAD
=AD SCREW.
>OFING
MIN. 1/2-
B. OR PLYWOOD
SHEATHING
STRAP SPACING upper clamp assembly detail A-1
48" O.C. MAX
LOWER/RETURN
LOWER hold,dewn \
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.
Y
P,
4X 1 1/2-PAN HEAD
X HEAD SCREW.
O.S.B. OR PLYWOOD
LApper C�ampassembly detail
SPRING ASSEMBLY
AT CONTRACTORS OPTION
# 14X 1 1 /2"PAN HEAD
OR HEX HEAD SCREW.
�01 / ROOFING
------ --� O.S.B. OR • • r
ill SHEATHING
lower• • ► e• i
CLAMP/SPRING ASSEMBLY MAY BE DELETED PROVIDED
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fi &R �� ON JOB 0R
�,�1 00 04 WiLL BE IMAbE
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 #12 SCREWfg/ECCO
ADEQUATE' LENGTH TURE
BRACKET TO CEMENT TILE.
DRILL HOLE THRU CONC. TILE
AND INSTALL SCREW SO AS
NOT TO BREAK TILES.
PANEL
RISER SYSTEM
STRAP BRACKET
TILE ROOF
MENEM-
0 . 1iRE2 T
,,— TILE
ER
MOUNTING BRACKET
STRAPPING —
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M❑UNTING
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# 14X 1 1/2-PAN HEAD
REVISION
DATE
OR HEX HEAD SCREW.
ROOFING
in
in
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cc
MIN. 1/2'
O.S.B. OR PLYWOOD
p
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FLORIDA BUILDING CODE 2017 6th EDITION
TO INCLUDE THE RESIDENTIAAL & EXISTING
CODES
ULTIMATE DESIGN WIND SPEED: 170
NOMINAL DESIGN WIND SPEED: 132
RISK CATAGORY: II
IMPORTANCE FACTOR: 0
EXPOSURE CATAGORY-
INTERNAL PRESSURE COEF: + .1
ENCLOSSED STRUCTURE
THE STRUCTURAL COMPONENT OF IS
PLAN ARE IN COMPLIANCE H E 2017
AND 2018 FLORIDA BUILDIN C E, WIND
LOAD COMPLIANCE AND IT R ISTANCE TO
GRAVITY AND DESIGN PRESSU ES
Q
DATE 03-05I By -18
JCK
SHEET NUMBER
S-1