HomeMy WebLinkAboutSOLAR PANEL DETAILSEd
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PANELS SHALL NOT BE
INSTALLED IN CORNER ZONES
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.
PANEL
RIDGE
ROOF LAYOUT GENERAL C❑NDITI❑NS
PLUMBING
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1/2- O.S.B OR PLYWOOD
ROOF DECKING
STRAP BRACKET
TILE ROOF
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upper hold down
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or optional detail A-1
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NOTE: EAGLE CLAW PLASTIC..
HEADER BRACKET ACCEPTABLE ALTERNATE
color panels
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STRAP BIT
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DETAIL C
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PROVIDE b12 SCREWS W�CONICAL
ADEQUATE LENGTH TO CURE
BRACKET TO CEMENT TILE.
DRILL HOLE THRU CONIC. TILE
AND INSTALL SCREW SO AS
NOT TO BREAK TILES.
PANEL
RISER SYSTEM
GONG. BARREL/FLAT
. � TILE
RAFTER
S-5 CLAMP S-5 CLAMP
7 3" PANEL
032 THICK
STANDING SEAM C❑NNECTI❑N
AU. Nudllu6: S7A OR MV
PLEASE NOTE LOWER DAMP/SPRING ASSSIBLY
MAYBE OMITTED PROVIDED A CONTINUOUS CROSS STRAP
IS INSTAU.ED NO MORE THAN 12' ABOVE LOWER/RETURN
ASSEMBLY
-' strap
STRAP SPACING
48' O.C. MAX
` LOWER/F
PANELSLOWER hold dowi
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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.
ACCEPTABLE ALTERNATE
EXTEND THRU TO SHEATHING BELOW
ADD SEALENT AT CONNECTION
ADEQUATVIDE E ALENGTHCON SCREWS
TOES CURE
BRACKET TO CEMENT TILE
DRILL HOLE THRU CONC. TILE
AND INSTALL TAPCON SO AS
NOT TO BREAK TILES
1/4' LAO 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
1. THE SOLAR COLLECTOR INSTALLATION
AS DETAILED IN THE DRAWINGS IS
FOR THE INSTALA71ON 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.
PANS,
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PANS.
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PLASTIC BASE SET
1-#14x1 1J' PAN HEAD
OR HEX HEAD
M❑UNTING BRACKET
FLORIDA BUILDING CODE 2017. 6TH EDITION,
TO INCLUDE THE EXISTING AND
RESIDENTIAL CODES
ULTIMATE DESIGN WIND SPEED: 180
NOMINAL DESIGN WIND SPEED: 140
-R15K CATAGORY: 2
IMPORTANCE FACTOR: 1.0
EXPOSURE CATAGORY. C
INTERNAL PRESSURE COEF: +-0.18
ENCLOSED STRUCTURE
THE STRUCTURAL COMPONENTS OF THIS
PLAN ARE IN COMPLIANCE WITH THE 2017
FLORIDA BUILDING CODE, WIND LOAD
COMPLIANCE AND ITS RESISTANCE TO
GRAVITY AND DESIGN PRESSURES
ROOFING
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REVISION I DATE
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DATE 10-03-18
By JCK
SHEET NUMBER
S-1