HomeMy WebLinkAboutANCHORING INFORMATIONACCEPTABLE ALTERNATE
EXTEND THRU TO SHEATHING BELOW
ADD SEALANT 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��1��IVrn
#14 PHIL PAN OR HEX HEAD ACCEPTABLE ALTERNATE i
Lucie County
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
7 3" PANEL <
032 THICK
STANDING SEAM CONNECTION
ALL HAMAK STMUMS OR 04LV
PANELS SHALL NOT BE
INSTALLED IN CORNER ZONES
- - - -/�— OF -ROOF ASSEMBLIES. -
w RIDGE
a
�\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
4'xB', 10' or 12'
solar panels
continuous
strap
PLEASE NOTE: LOWER CLAMP/SPRING ASSEMBLY
MAYBE OMITTED PROVIDED A CONTINUOUS CROSS STRAP
�IS INSTALLED NO MORE THAN 12" ABOVE LOWER/RETURN
�SSEMBLY
0
PANEL 6
W
i
Q
RIDGE
ROOF LAYOUT GENERAL C❑NDITI❑NS
DETAIL C
SIX
CLI E
E:
STRAP SPACING
48' O.C. MAX
`_ 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
Y
NOTE: EAGLE CLAW, ;TIC
HEADER BRACKET , ,TABLE ALTERNATE
ALUMINUM TOP CLAMP _
s nI7 vnu ucen
PAN HEAD
:AD SCREW.
IOFING
MIN. 1/2-
B. OR PLYWOOD
SHEATHING
upper clamp assembly. oletai( A-1
Pi
1!"1 4 �p;a
NS
-# 14X 1 1/2-PAN HEAD
R HEX HEAD SCREW.
)FING
SPRING ASSEMBLY
^TION
1/2-PAN HEAD
1EAD SCREW.
ROOFING
MIN. 1/2"
O.S.B. OR PLYWOOD
SHEATHING
lower clamp assembly oletall B
N,_ NOTE: LOWER CLAMP/SPRING ASSEMBLY MAY BE DELETED PROVIDED
BOTTOM CONTINUOUS STRAP IS LOCATED WITHIN 12` OF BASE
_MWWBRACKET # 14X 1 1/2"PAN HEAD
ST. LUCIE COUNTY STRAPPING FOR HEX HEAD SCREW.
BUILDING DIVISION
IREVOEWED
FOR C6MP!! UA
REVIEWED BY
DATE- -- -_- -- 73 /Z T57
-
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
ENSURE TILE CAVITY IS FILLED COMPLETLY NO INSPECTION WILL BE MADE
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 p12 SCREWS W CONICAL
ADEQUATE LENGTH TO CURE
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
=R
FEB.16 2018
V RAFTER
M❑UNTING BRACKET
Permitting Department
St. LUcie County
FILE COPY
DETAIL C
FLORIDA BUILDING CODE 2017 6th EDITION
TO INCLUDE THE RESIDENTIAAL & EXISTING
CODES
ULTIMATE DESIGN WIND SPEED: 180
NOMINAL DESIGN WIND SPEED: 140
RISK CATAGORY: II
IMPORTANCE FACTOR: 1.0
EXPOSURE CATAGORY- C
INTERNAL PRESSURE COEF: +-0.18
ENCLOSSED STRUCTURE
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BY /JCK
DATE I
17
THE STRUCTURAL COMPONENTS OF THIS V SHEET NUMBER
PLAN ARE IN COMPLIANCE WITH THE 2017
AND 2018 FLORIDA BUILDING CODE, WIND
LOAD COMPLIANCE AND ITS RESISTANCE
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GRAVITY AND DESIGN PRESSURES ZQy�