HomeMy WebLinkAboutproject infoACCEPTABLE ALTERNATE
EXTEND THIRD TO SHEATHING BELOW
ADD SEALENT AT CONNECTION
PROVIDE TAPCON SCREWS OF
ADEQUATE LENGTH TO SECURE
BRACKET TO CEMENT TILE,
DRILL HOLE THIRD GONG, 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
S-5 CLAMP
PANELS
S-5 CLAMP
3" PANEL HIT
.032 THICK
STANDING SEAM C❑NNECTI❑N
Pll XPRDWME $IPINLE55 OR WLV
PANELS SHALL NOT BE
INSTALLED IN CORNER ZONES
OF ROOF ASSEMBLIES.
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w RIDGE
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'x8'. 10' or 19'
;Dior panels
�LljX
F
E
STRAP Bf
A KET
DETAIL C
X
C
E
NOTE: EAGLE CLAW PLASTIC ALUMINUM TOP CLAMP
HEADER BRACKET ACCEPTABLE ALTERNAIc
1/4"-20x3 /4" La S.S. DR PAN HEAD
"PAN HEAD
EAD SCREW
IOFING
MIN. 1/2"
IT OR PLYWOOD
SHEATHING
STRAP SPACING upper clomp asseml`i y retail A-1
48" O.C. MAX
sirap'u V"'
LowER/RET
LOWER hold down
clamp see detail B
PLEASE NOTE: LOWER CLAMP/SPRING ASSEMBLY
MAYBE OMITTED PROVIDED A CONTINUOUS CROSS STRAP
15 INSTALLED NO MORE THAN 12" ABOVE LOWER/RETURN
ASSEMBLY
0
PANEL z
w
a
RIDGE �
R❑❑E TAY❑UT GENERAL C❑NDITI❑NS
1. THE SOLAR COLLECTOR INSTALLATION
AS DETAILED IN THE DRAWINGS IS
FOR THE INSTALLATION 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.
P,
-# 14Y 1 1/2"PAN HEAD
�R HEX HEAD SCREW.
)FING
MIN. 1/2"
O.S.B. OR PLYWOOD
SHEATHING
upper ClaOmp assembly detail A
SPRING ASSEMBLY
._ ----------- ---ION
1/2 -PAN HEAD
iEAD SCREW.
lower clamiD assem)b
ROOFING
— MIN. 112"
O.S.B, OR PLYWOOD
SHEATHING
detail B
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W
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CD W WQ
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Q Q rn r
BE Y = 0 N
Q N 0 -
Z W Z W DOCE OJ
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z
w
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U 0
NOTE: LOWER CLAMP/SPRING ASSEMBLY MAY BE DELETED PROVIDED
BOTTOM CONTINUOUS STRAP IS LOCATED WITHIN 12" OF BASE REVISION GATE
MOUNTING BRACKET # 14X 1 1/2"PAN HEAD
STRAPPING
OR HEX HEAD SCREW.
i ROOFING
ENSURE TILE CAVITY IS FILLED COMPLETLY
WITH DOW TILE BOND ROOF TILE ADHESIVE
OR EQUAL. APPLY ADHESIVE TO TILE AQUA THERM
MOUNTING BRACKET 15 ATTACHING TO PLUS ALL PROVIDE #12 SCREWS W/CONICAL
TILES AROUND IT (5) MINIMUM, ADEQUATE LENGTH TO SECURE
BRACKET TO CEMENT TILE,
DRILL HOLE THRU CONC. TILE
/ AND INSTALL SCREW SO AS
NOT TO BREAK TILES,
112" O.S.B OR PLYWOOD_
ROOF DECKING
STRAP BRACKET
TILE R❑❑TOTE
PANEL
RISER SYSTEM
GONG. BARREL/FLAT
TILE
011
LMQ
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yry97
RAFTER APR 10 20
PERY0ITTiPIG
St. LNGie C7': ' . FL
MIN, 1/2"
OR PLYWOOD
E
/'
FLORIDA BUILDING CODE 2014, 5TH EDITION
TO INCLUDE THE EXISTING CODE
ULTIMATE DESIGN WIND SPEED:
180 MPH
NOMINAL DESIGN WIND SPEED:
140 MPH
RISK CATAGORY:
I
IMPORTANCE FACTOR:
0.87
EXPOSURE CATAGORY:
B
INTERNAL PRESSURE COEF:
+-0.18
ENCLOSED STRUCTURE
STRUCTURAL COMPONENTS OF THIS
PLAN ARE IN COMPLIANCE WITH THE 2014
FLORIDA BUILDING CODE, WIND LOAD
COMPLIANCS AND ITS RESISTANCE TO
W
H
Z
DATE 01-10-17
BY JCK
SHEET
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