HomeMy WebLinkAboutSOLAR PANELS ANCHORING DETAILSPANELS SHALL NOT BE
INSTALLED IN CORNER ZONES
OF ROOF ASSEMBLIES.
w RIDGE
a
RlPANEL
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
upper hold down
damp see detail A
or optional detail A-1
4'x8', 10' or 12'
solar panels
PROVIDE2 SCREWS W/CONICAL
ADEQUA p1LENGTH TO SECURE
BRACKET TO CEMENT TILE.
DRILL HOLE THRU CONC. TILE
AND INSTALL SCREW SO AS
NOT TO BREAK TILES.
PANEL
RISER SYSTEM
RAFTER
S-5 CLAMP S-5 CLAMP
73" PANEL ;�
032 THICK
7 ,
STANDING SEAM C❑NNECTI❑N
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PLEASE NOTE LOWER CLAMP/SPRING ASSEMBLY
MAYBE OMITTED PROVIDED A CONTINUOUS CROSS STRAP
IS INSTALLED NO MORE THAN 10 ABOVE LOWER/RETURN
ASSEMBLY
DETAIL
continuous
strap
ENSURE TILE CAVITY IS FILLED COMPLETLY
WITH DOW TILE BOND ROOF TILE ADHESIVE
OR EQUAL APPLY ADHESIVE TO TILE AQUA THFRM
MOUNTING BRACKET IS ATTACHING TO PLUS ALL
TILES AROUND IT (5) MINIMUM.
ACCEPTABLE ALTERNATE
EXTEND THRU 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
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 VATH 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 UTIUZE HARD-
WARE PROVIDED BY THE MANUFACTURER
AS DETAILED IN THE INSTALATION
MANUAL OR AS SHOWN ON PLAN.
NOTE: EAGLE CLAW PLASTIC -
HEADER BRACKET ACCEPTABLE ALTERNATE
:zrI x
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E:
STRAP SPAONG
48' O.C. MAX
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V
(U
LOWER hold dove
damp see detall
PAN HEAD
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2-$OR HEX NEAR CRT
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UPPEROO NG -->F rE s�I� ((
ASSEMBLY
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MINA/PLYWOOD C! Qj`� .._
SHEATHING lower \ tie down
to tower
acceptable alternate
NOTE LOWER CLAMP/SPRING ASSEMBLY MAY BE DELETED PROVIDED
BOTTOM CONTINUOUS STRAP 15 LOCATED WITHIN 1r OF BASE
PLASTIC MOUNTING BRACKETCAP
STRAPPING PLASTIC BASE SET
1-g14xl 1J' PAN HEAD
ROOFING OR HEX HEAD
MIN. 1/2'
O.S.B. OR PLYWOOD
x � SHEATHNG
RAFTER
RECEIVED
DEC 12 2010
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Permitting DepartmeC
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MOUNTING BRACKET
STRAPPING —
RAFTER
SCANNED
BY
St. Lucie Courtly
$ 14X 1 1/2-PAN HEi
OR HEX HEAD SCREW.
— MIN. 1/2'
O.S.B. OR PLYWOOD
SHEATHING
MOUNTING BRACKET
FLORIDA BUILDING CODE 2017, BTH EDITION,
TO INCLUDE THE EXISTING AND
RESIDENTIAL CODES
ULTIMATE DESIGN WIND SPEED: 180
NOMINAL DESIGN WIND SPEED: 140
RISK CATAGORY: 2
PORTANCE 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
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DATE 10-03-18 1
BY JCK
SHEET NUMBER
S-1