HomeMy WebLinkAboutSolar planACCEPTABLE ALTERNATE
EXTEND THRU TO SHEATHING
ADD SEALENT AT CONNECTION
ADEQUATE LENGTHSTOES CURE
BRACKET TO CEMENT TILE.
DRILL HOLE THRU CONIC. 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
3" PANEL
'032 THICK
STANDING SEAM CONNECTION
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PANELS SHALL NOT BE
wctei i cn iu rnoucc vnurc
PERCENT OF MEAN HEIGHT, OR 3 FT.
WHICH EVER IS SMALLER.
upper hold down
clamp see detail A
or optional detail A-1
10' ar 12'
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STRAP Bf
A KET
DETAIL C
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NOTE: EAGLE CLAW PLASTIC J"`i. ALUMINUM TOP CLAMP
HEADER BRACKET ACCEPTABLE ALTER
�1/4"-20x3/4' Lq S.S. OR PAN I.
PANEL
2-/ 14x2"PAN HEAD
OR HEX HEAD SCREW.
— MIN. 1/2"
O.S.B. OR PLYWOOD
SHEATHING
STRAP SPACING upper clamp assembly detail A-1
48" O.C. MAX
strap..,_._ —�
LOWER/RET
LOWER hold down
clamp see detail B
PLEASE NOTE: LOWER CLAMP/SPRING ASSEMBLY
MAYBE OMITTED PROVIDED A CONTINUOUS CROSS STRAP
IS INSTALLED NO MORE THAN 12" ABOVE LOWER/RETURN
ASSEMBLY
ROOF LAYOUT GENERAL CONDITIONS
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
-F OR HEX HEAD SCREW.
7 A F 'ROOFING
&—_'L m u
----------i---
O.S.B. OR PLYWOOD
SHEATHING
::
SPRING ASSEMBLY
AT CONTRACTORS OPTION
III 14X 1 1/2-PAN HEAD
r—OR HEX HEAD SCREW.
lower damn assemlo(
ROOFING
MIN. 1/2"
O.S.B. OR PLYWOOD
SHEATHING
detail B
NOTE: LOWER CLAMP/SPRING ASSEMBLY MAY BE DELETED PROVIDED
BOTTOM CONTINUOUS STRAP IS LOCATED WITHIN 12" OF BASE
BASED ON ASCE7-10 FOR SURFACE
AREAS BETWEEN 2D AND 48 SQUARE
FEET RESULTING IN A MAXIMUM WIND
PRESSURE OF <- 67 PSF. x � '�
THE INSTALLATION SHALL UTUZE HARD- 1'I
WARE PROVIDED BY THE MANUFACTURER
NRER (70 `— yl�
AS DETAILED IN THE (SHOWN ON ! V
MANUAL OR AS SHOWN ON PLAN.
ENSURE TILE CAMN. IS FILLED COMPLETLY
WITH DOW TILE BOND ROOF TILE ADHESIVE
OR EQUAL APPLY ADHESIVE TO TILE AQUA THERM ;q1 /
MOUNTING BRACKET IS ATTACHING 70 PLUS ALL PROVIDE
LENGTH TO SECURE L
TILES AROUND IT (S) MINIMUM. BRACKET TO CEMENT TILE.
DRILL HOLE THRU CONC, TILE
AND INSTALL SCREW SO AS
NOT TO BREAK TILES.
MOUNTING BRACKET 14X 1 1/2"PAN HEAD
STRAPPING OR HEX HEAD SCREW.
/ ROOFING
MIN. 1/2"
O.3B. OR PLYWOOD
SHEATHING
rERRAFT
MOUNTING BRACKET
DUAL C
FLORIDA BUILDING CODE 2014 5TH EDITION
O
TO INCLUDE THE EXISTING AND
PANEL
RISER SYSTEM
RESIDENTIAL CODES
ULTIMATE DESIGN WIND SPEED: 180
NOMINAL DESIGN WIND SPEED: 140
RISK CATAGORY: 2
IMPORTANCE FACTOR: 1.0
CONIC. BARREL/FLAT
EXPOSURE CATAGORY: C
TILE
INTERNAL PRESSURE COEF: +-0.18 --
ENCLOSED STRUCTURE
T `9,AY
THE STRUCTURAL COMPONENTS OF THIS-
1/2' D.S.e OR PLYWOOD
PLAN ARE IN COMPLIANCE WITH THE 2014
ROOF DECKING
FLORIDA BUILDING CODE, WIND LOAD
COMPLIANCE AND ITS RESISTANCE TO
STRAP
BRACKET RAFTER
GRAVITY AND DESIGN PRESSURES
TILE
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REVISION I DATE
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VATE 06-11-16
BY CK
ET NUMBER
44
S-1