HomeMy WebLinkAboutConstruction PlansPANELS SHALL NOT BE
INSTALLED IN CORNER ZONES
OF ROOF ASSEMBLIES.
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GE
oANEL
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.
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RIDGE
ROOF LAYOUT GENERAL C❑NDITI❑NS
FLO'
1/2" PLYWOOD
ROOFROOF DECKING
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STRAP BRACKET
TILE ROOF
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PLUMBING
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upper hold down
clamp sea dalall A
or optional detoll A-1
44B'. 10' or 12'
NOTE: EAGLE CLAW PLASTIC
HEADER BRACKET ACC'EPTABL:--"-.ERNATE-
solar Panels
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STRAP B
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DETAIL C
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PROVIDE q12 SCREWS W CONICAL
ADEQUATE LENGTH TO CURE
BRACKET TO CEMENT TILE.
DRILL HOLE THRU CONC. TILE
AND INSTALL SCREW SO AS
strop
STRAP SPACING
48" O.C. MAX
2-J14A HEy/NERD '
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UPPER
LOWER ETURN ASSEMBLY
LOWER 0a do .
PANELS 11 MIN. 1 API
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NOT TO BREAK TILES ENSURE TILE CAVITY IS FILLED COMPLETLY NOTE LOWER CLAMP/SPRING ASSEMBLY MAY BE DELETED PROVIDED
WITH DOW TILE BOND ROOF TILE ADHESIVE BOTTOM CONK U9US STRAP IS LOCATED WITHIN 12" OF BASE
OR EQUAL APPLY ADHESIVE TO TILE AQUA THERM
PANEL
MOUNTING BRACKET IS ATTACHING TO PLUS ALL
PLASTIC MOUNTING BRACKETCAP
RISER SYSTEM a�iILES
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ACCEPTABLE ALTERNATE
STRAPPING
PLASTIC BASE SET
1-614xl k" PAN HEAD
ROOFING OR HEX HEAD
CONC. BARREL/FIAT
EXTEND THRU TO SHEATHING BELOW
ADD SEALEN7 AT CONNECTION
PROVIDE TAPCONSCREWS OF
"
�TILE
\\
ADEQUATE LENGTH TO SECURE
LENGTH
BRACKET TO CEMENT TILE.
DRILL HOLE THRU CONS. TILE
\
AND INSTALL TAPCON SO AS
NOT TO BREAK TILES.
MIN. 1/27
Q58 OR PLYWOOD
\
SHEATHING
1/4" LAG ACCEPTABLE ALTERNATE OR
RAFTER
814 PHIL PAN OR HEX HEAD ACCEPTABLE ALTERNATE
RAFTER
\
NOTE: THE MOUNTING BRACKET BY
ALL PLASTIC STRAP BRACKET
IRONRIDGE IS ACCEPTABLE FOR
INSTALLATION OF THE PANELS
PRVIDE 3/8"x 2 1/2" LAGS
4FT & 6 FT O.C. MAX TO EXISTING
S-5 CLAMP S-5 CIAMP TRUSSES BELOW
7 3" PANEL ,
032 THICK
STANDING SEAM C❑NNECTI❑N
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PLEASE NOTE LOWER CLAMP/S'NNG ASSEMBLY
MAYBE OMITTED PROVIDED A CONTINUOUS GROSS STRAP
IS INSTALLED NO MORE THAN IV ABOVE LOWER/RETURN
ASSEMBLY
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
BASED ON ASCE7-10 FOR SURFACE
AREAS BETWEEN 20 AND 48 SQUARE
FEET RESULTING IN A MAXIMUM WIND
PRESSURE OF G= 67 PSF.
THE INSTALLATION SHALL UTILIZE HARD-
WARE PROVIDED BY THE MANUFACTURER
AS DETAILED IN THE INSTALATION
MANUAL OR AS SHOWN ON PLAN.
- Of 7d
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COIN i
REVIEWED BY
DATE
PLANS AND PERM
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
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— MIN. 1/27
0.111 OR PLYWOOD
SHEATHWG
V 11RAFTER
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
RISK CATAGORY: 2
IMPORTANCE FACTOR: 1.0
EXPOSURE CATAGORY: C
INTERNAL PRESSURE COEF: +-0.18
ENCLOSED STRUCTURE
THE STRUCTURAL COMPONENTS e0F1IPLAN ARE IN COMPLIANCE WITFLORIDA BUILDING CODE, WIND COMPLIANCE AND ITS RESISTANGRAVITY AND DESIGN PRESSUR
REVISION
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DATE I
DATE 05-24-19
IBY JCK I
1y, SHEET NUMBER
�1 S-1