HomeMy WebLinkAboutROOF LAYOUT GENERAL CONDITIONSP
ACCEPTABLE ALTERNATE _
EXTEND THRU TO SHEATHING r
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% 2 1/2" LAGS
4FT & 6 FT O.C. MAX TO EXISTING
TRUSSES BELOW
PANELS
S-5 CLAMP S-5 CLAMP
3" PANEL I� ;n
.032 THICK
STANDING SEAM CONNECTION
ALL HARDWARE SUIMIMS OR DALV
PANELS SHALL NOT BE
INSTALLED IN CORNER ZONES
OF ROOF ASSEMBLIES.
yiA
z RIDGE
n�.
�\Q 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
PLEASE NOTE: LOWER CLAMP/SPRING ASSEMBLY
MAYBE OMITTED PROVIDED A CONTINUOUS GROSS STRAP
IS INSTALLED NO MORE THAN 12" ABOVE LOWER/RETURN
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PANEL Fi
J
RIDGE
ROOF LAYOUT GENERAL C❑NDITI❑NS
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
NOTE: EAGLE CLAW PLASTIC i _ALUMINUM TOP CLAMP
HEADER BRACKET ACCEPTABLE ALTERNATE ,I_ F-- 1 /4"-20x3/4" Lg S.S. OR PAN HEAD
2-# 14x2"PAN HEAD
OR HEX HEAD SCREW.
ROOFING
MIN. 1/2"
OR SHEATHING
assembly detail A=1
2-# 14X 1 1/2"PAN HEAD
OR HEX HEAD SCREW.
---, --- O.S.B. ...
v SHEATHING
assembly detail Al
SPRING ASSEMBLY
AT CONTRACTORS OPTION
# 14X 1 1/2-PAN HEAD
F—OR HEX HEAD SCREW.
ROOFING
MIN. 1/2-
O.S.B. OR PLYWOOD
SHEATHING
lower clamp assembly detail B
NOTE: LOWER CLAMP/SPRING ASSEMBLY MAY BE DELETED PROVIDED
NUOU TRAP LOCATED THI F B E
MOUNTING BRACKET A 14X 1 1/2"PAN HEAD
BASED ON ASCE7-10 FOR SURFACE ST. L•UCIE COUNTY OR HEX HEAD SCREW.
AREAS FEET R SULTING IN A MAXIMUM WIND BUILDING DIVISION STRAPPING
PRESSURE OF <= 67 PSF. REVIEWED ROOFING
THE INSTALLATION SHALL UTILIZE. HARD- FOR COihl PLF�%Q CE
WARE PROVIDED BY THE MANUFACTURE REVIEWED�d-t
P' �
AS DETAILED IN THE INSTALATION DATE7iMANUAL OR AS SHOWN ON PLAN. �L LND WERMIT
UST BE Ord JOS OR MIN. 1/2'
O.S B. OR PLYWOOD
ENSURE TILE CAVITY IS FILLED COMPLE No INSPECTION WILL BE MADE SHEATHING
WITH DOW TILE BOND ROOF TILE ADHESI RAFTER
OR EQUAL. APPLY ADHESIVE TO TILE AQUA THERM
MOUNTING BRACKET IS ATTACHING TO PLUS ALL MOUNTING BRACKET
TILES AROUND IT (5) MINIMUM. PROVIDE #12 SCREWS W/C NPIL
ADEQUATE LENGTH TO S$C E� _
BRACKET TO CEMENT TILE.
DRILL HOLE THRU CONC. TI F? T
AND INSTALL SCREW SO A
NOT TO BREAK TILES. _
PANEL
RISER SYSTEM
1/2" O.S.B OR PLYWOOD
ROOF DECKING
STRAP BRACKET
TILE R❑❑F
-
CONC. BARREL/FLAT
TILE
DEC S 1 2017
PERNII-7, x
St. Loci: - ry
FLORIDA BUILDING CODE 2014, 5TH EDITION
TO INCLUDE THE EXISTING CODE
ULTIMATE DESIGN WIND SPEED:
180 MPH
NOMINAL DESIGN WIND SPEED:
140 MPH
RISK CATAGORY:
I
IMPORTANCE FACTOR:
0.87
EXPOSURE CATAGORY:
C
INTERNAL PRESSURE COEF
+-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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DATE 03-31-17
BY JCK
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