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� Tachnt�l Olractor ��`== ^� ;'�•`-`:
Date: Mnl , 2017
I SECN i6 02F7g n v CF G 79 Cleedzpe Road 0 Co U en;i(y or Central Florida. '` "`-:;`�'•'- u;<.K�;,-
coy, Fladda3292 r
(321) 638.•I426 A Fe- 7
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PANELS SHALL NOT'-,,
INSTALLED IN CORNER ZONES
OF ROOF ASSEMBLIES
Hq
i RIDGE
a
�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.
PANEL
RIDGE
ROOF LAYOUT GENERAL C❑NDITI❑NS
PLUMBING
RUMV2KE wY
sr owe
upper hold down
clamp see detail A
or optional detail A-1
A•.B' in• .,. io'
NOTE: EAGLE CLAW PLASTIC
HEADER BRACKET ACCEPTABLE ALTI a.., 67.
solar panels
x
N
d
E
STRAP BF
A XET
DETAIL C
I
V'
N
�
PROVIDE q12 SCREWS W CONICAL
ADEQUATE LENGTH TO CURE
BRACKET TO CEMENT TILE.
DRILL HOLE THRU CONC. TILE
� AND INSTALL SCREW SO AS
NOT TO BREAK TILES
APANEL
RISER SYSTEM
1/2" O.S.B OR PLYWOOD
ROOF DECKING
STRAP BRACKET
TILE ROOF
STRAP SPACING
48' O.C. MAX , 1
erg
/ H READ j/Z5 E
/ UR RFMArMBLY
PPX
det
a55e�b1�
sw
da n asse�'bdetaA b
IL
lower tie
�— PANG
eppO2 OR HEX/H 4N�E�
BLY
UPPER CLAMP ASSEM
strap LOWER ETURN ASSEMBLY
LOWER hold dow
PANELS vy p 55e�b`
clamp sea detail MIN•
ENTM1G �`e lower
Ue down
acceptable OlteoteNao
ENSURE TILE CAVITY IS FILLED COMPLETLY NOTE LOWER CLAMP/SPRING ASSEMBLY MAY BE DELETED PROVIDED
WITH DOW TILE BOND ROOF TILE ADHESIVE BOTTOM CONTINUOUS STRAP IS LOCATED WITHIN 12' OF BASE
OR EQUAL APPLY ADHESIVE TO TILE AQUA THERM —
MOUNTING BRACKET IS ATTACHING TO PLUS ALL PLASTIC MOUNTING BRACKETCAP
TILES AROUND IT (5) MINIMUM. I MOUNTING BRACKET.
ACCEPTABLEALTERNATE
EXTEND THRU TO SHEATHING BELOW
—¶ ADD SEAVIDE T T O C CREWS ON
PROVIDE LENGTH
SCREWS OF
ADEQUATE LENGTH TO SECURE
BRACKET TO CEMENT TILE.
DRILL HOLE THRU CONS. TILE
\ AND INSTALL TAPCONTILES. SD AS
TILES. \ NOT TO BREAK
1/4' LAG ACCEPTABLE ALTERNATE OR
RAFTER A14 PHIL PAN OR HEX HEAD ACCEPTABLE ALTERNATE
S-5 CLAMP S-5 CLAMP
7 3" PANEL )
032 THICK 7
STANDING SEAM C❑NNECTI❑N
uL xuareae scwess cw avv
PIEASE NOTE LOWER CLAMP/3 RING ASSdBLY
MAYBE OMITTED PROVIDED A CONTINUOUS CROSS STRAP
IS INSTALLED NO MORE THAN 12' ABOVE LOWER/RETURN
ASSEMBLY
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 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 UTIUZE HARD—
WARE PROVIDED BY THE MANUFACTURER
AS DETAILED IN THE INSTALATION
MANUAL OR AS SHOWN ON PLAN.
STRAPPING TIC PLASBASE SET I STRAPPING
1ATIC B' PAN HEAD
,ROOFING OR HEX HEAD
— MIN 1/2'
O.SB. OR PLYWOOD
SHEATHING
RAFTER
/90S-a Ss-�
RECEIVEb
SCAIVI��®
EYyA MAY 31 2019
S1. Lucie Courb ST, Lucie County, Permitting
REVIEWED FOR
CODE COMPLIANT
STe LUCIE COU
BOCC
aetf B
14X 1 1/2-PAN HEf
t HEX HEAD SCREW.
— MIN. 1/2-
O.S.H. OR PLYWOOD
SHEATHING
If RAFTER
M❑UNTING BRACKET
FILE-
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
,EACLOSED STRUCTURE
THE STRUCTURAL COMPONENTS OF THIS
n PLAN ARE IN COMPLIANCE WITH THE 2017
FLORIDA BUILDING CODE, WIND LOAD
COMPLIANCE ITS RESISTANCE
GRAVITY ANDAND DESIGN PRESSURES TO
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DATE 10-03-18
By JCK
SHEET NUMBER
S-1