HomeMy WebLinkAboutANCHORINGACCEPTABLE ALTERNATE
EXTEND THRU TO SHEATHING BELOW
AQD EA1,aN7 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
PRMDE 3/8"x 2 1/2" LAGS
4FT & 6 FT O.C. MAX TO EXISTING
TRUSSES BELOW
PANES
S-5 CLAMP S-5 CLAMP
17
7 3" PANEL <
032 THICK
STANDING SEAM CONNECTION
ALL HARDWARE STAINLESS OR CAW
PANELS SHALL NOT BE
INSTALLED IN CORNER ZONES
OF ROOF ASSEMBLIES.
y�A
w RIDGE
a <
�\Q PANEL
ROOF CORNER ZONE SHALL BE 10 PERCENT
OF SHORT DIMENSION OF BUILDING OR 4.0
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
continuous
strop
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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DETAIL C
SCANNIIE®
BY
u d . 4. Lucie County
E
STRAP SPACING
48" O.C. MAX
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cv
E
LOWER/RETURN
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.
Y
NOTE: EAGLE CLAW P,ac7r
HEADER BRACKET ACC 'BLE ALTERNATE
upper clamp assembly oletal(
PANEL
ALUMINUM TOP CLAMP
1/4"-200/4" 11 r . OR PAN HEAD
F F—
2-# 14x2"PAN HEAD
OR HEX HEAD SCREW.
ROOFING
MIN. 1 /2"
O.S.B. OR PLYWOOD
SHEATHING
A-1
_2-# 14X 1 1/2"PAN HEAD
OR HEX HEAD SCREW.
� ROOFING
F
O.S.B. OR PLYWOOD
upper• assemloty ► •
SPRING ASSEMBLY
AT CONTRACTORS OPTION
# 14X 1 1/2-PAN HEAD
F— OR HEM ROOFING EAD REW.
/i
GSHEATHING
tower
c�lamp assembly oletail
CLAMP/SPRING ASSEMBLY MAY_BE_DELETED PROVIDED
ST. LUCIE COUNTY
BUILDING DIVISION
FiEQ EMI
FOR f�`®Pr7k� OE
REVIEWED BY r
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
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 N12`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
�\ / RISER SYSTEM
NG BRACKET # 14X 1 1/2-PAN HEAD
OR HEX HEAD SCREW.
STRAPPING
— MIN. 1/2"
O.S.B. OR PLYWOOD
SHEATHING
E—y � RAFTER
-= U TING BRACKET
r'AIL
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REVISION I DATE
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FLORIDA BUILDING CODE 2017 6th EDITION
=
TO INCLUDE THE RESIDENTIAAL & EXISTING
U
C N._ ARREL/F T
CODES
TILE
ULTIMATE DESIGN WIND SPEED: 170
NOMINAL DESIGN WIND SPEED: 132
DATE 03-05-18
RISK CATAGORY: II
IMPORTANCE FACTOR: S
1/2"
EXPOSURE CATAGORY:
ROF
RO
INTERNAL PRESSURE COEF:0/®
B' JCK
ENCLOSSED STRUCTURE
SHEET NUMBER
RAFTER
STRAP BRACKET
PLANTHE AREN STRUCTURAL OMPLOIANCEEN�TS E 017
AND 2018 FLORIDA BUILDING E, ND
S-1
LOAD COMPLIANCE AND ITS IST VICE TO
TILE ROOF
GRAVITY AND -DESIGN PRES ES