HomeMy WebLinkAboutROOF LAYOUT GENERAL CONDITIONSACCEPTABLE ALTERNATE
EXTE*i) THFU 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
7 3" PANEL
032 THICK
STANDING SEAM CONNECTION
ALL IURMARE STAINLESS OR OALV
Lu
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EL
PANELS SHALL NOT BE
INSTALLED -IN -CORNER -
OF ROOF ASSEMBLIES.
RIDGE
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
continuous
strap
PLEASE NOTE: LOWER CLAMP/SPRING ASSEMBLY
MAYBE OMITTED PROVIDED A CONTINUOUS CROSS STRAP
IS INSTALLED NO MORE THAN 12" ABOVE LOWER/RETURN
a`'ASSEMBLY,. a
O
PANEL
1
RIDGE
R❑❑E LAYOUT GENERAL C❑NDITI❑NS
STRAP BI
DETAIL C
Nf E
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CU E
E:
NOTE: EAGLE CLAW Ij' �1C
HEADER BRACKET A6 iABLE ALTERNATE
ALUMINUM TOP CLAMP
1 /4"-20Y3/4" \ �5_ nR PAN HFAD
PAN HEAD
7-AD SCREW.
)OFING
MIN. 1 /2"
B. OR PLYWOOD
SHEATHING
STRAP SPACING upper clamp assembly oletai( A-1
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
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 INSTALA71ON
MANUAL OR AS SHOWN ON PLAN.
PANEL
2-# 14X 1 1/2-PAN HEAD
OR HEX HEAD SCREW.
WING
----- gO.S.B. OR PLYWOOD
•
SPRING ASSEMBLY
`� _ AT CONTRACTORS OPTION
14X 1 1/2"PAN HEAD
ro�z
Y �OR HEX HEAD
SCREW.
L "T"
MIN. 1 /2"
O.S.B. OR PLYWOOD
SHEATHING
lower clamp assembly detail B
NOTE: LOWER CLAMP/SPRING ASSEMBLY MAY BE DELETED PROVIDED
B70�u1 CQNTlI�jUPUSSTRAPcISr�QG�TED.-WITHIN {2" 0 ASE
MOUNTING BRACKET # 14X 1 1/2"PAN HEAD
BUILDING DIVISION
Ft 01ER "
WE
®ir3�n CIE
REVIEWED BY
DATE go ,g b
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
ENSURE TILE CAVITY IS FILLED COMPLETLY NO INSPEr-`rlc;N WILL BE MADE
WITH DOW TILE BOND ROOF TILE ADHESIVE r- -
OR EQUAL. APPLY ADHESIVE TO 11LE AQUA THERM
MOUNTING BRACKET IS ATTACHING TO PLUS ALL
TILES AROUND IT (5) MINIMUM. PROVIDE #12 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
1/2" O.S.B OR PLYWOOD
ROOF DECKING •
STRAP BRACKET
TILE R❑❑E
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REVISION
OR -HEX -HEAD- SCREW._
ROOFING
— MIN. 1/2"
O.S.B. OR PLYWOOD
SHEATHING
BRACKET
FLORIDA BUILDING CODE 2017 6th EDITIOA
TO INCLUDE THE RESIDENTIAAL & EXISTIN,Gp
CODES !
ULTIMATE DESIGN WIND SPEED: 170
NOMINAL DESIGN WIND SPEED: 132
RISK CATAGORY- II
IMPORTANCE FACTOR: 1.0
EXPOSURE CATAGORY: C
INTERNAL PRESSURE COEF: +-0
ENCLOSSED STRUCTURE
THE STRUCTURAL COMPONENTS 'T
PLAN ARE IN COMPLIANCE WI TH 017
AND 2018 FLORIDA BUILDING ODE WIND
LOAD COMPLIANCE AND ITS ESIS ANCE TO
GRAVITY AND DESIGN PRE URE
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DATE I
03-05-18
By JCK
SHEET NUMBER
S-1