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1 ALUMINUM TOP CLAMP /
ACCEPTABLE ALTERNATE NOTE:EAGLE BRACKET
PLASTIC ( 1 _
--r1upper hold down HEADER BRACKET ACCEPTABLE ALTERNATE
EXTEND THRU TO SHEATHING BELOW clomp see del oil A 1/4"-20v0/4"Lg S.S.OR PAN HEAD 0 E
ADD SEALENT AT CONNECTION ar optional detail A-1 } UU
PROVIDE TAPCON SCREWS OF - HE
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ADEQUATE LENGTH TO SECURE q'v8' OR 14v2PAN D W 1Z. U
BRACKET TO CEMENT TILE. solar ponels OR HEX HEAD SCREW. 3 q 0_ ¢Ol
DRILL HOLE THRU CONIC.TILE PANEL rW-r L+/ q
AND INSTALL TAPCON SO AS - N L3 W.. lyI
NOT TO BREAK TILES. R00 > �O X W_) Y
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upper clamp assembly d e a�
INSTALL ION a KET STRAP SPACING =¢j_ g N
DETAIL C 48"O.C.MAX q N 0- N I,
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AT CONTRACTORS OPTION z W
S-5 CLAMP S-5 CLAMP O ORI HEX IHEM)SCREW. cn W
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pin
caolmpous Y z
alrap RETURN AS BLY ROOFING W
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31' PANEL n Own _ N
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STANDING SEAM C❑NNECTI❑N lower clamp assembly detail B
PLEASE NOTE:LOWER CLMN/SPRPG ASSCMBLYAUYBE OMmEO PROVOCO A CON1mupU5 CROSS BiPAP 1.THE SOLAR CTALUTIONIS S ALLEO NO MARE THAN 1f'ABOVE LOWER/RETURN AS DETALEDINGS IS NOT•1()ER CLAMP/SPRING ASSEMBLY MAY BE DELETED PROVIDED
FOR THE INSTEMS ON STRUCTURES
WATER 0 Y F{QOU B[R ISvLOGpTED )T I OF BASE REVISION DATE
�yrlL?5T}(S�'{Pyl.£'yq;Ix�,W'IgCW'.72t})'�AiPs.��tnti HEATING SYSTEMS ON STRUCTUflCS �-�.r�i� 2':
UP TO 35 FEET IN HEIGHT WITH ROOF
PANELS SHALL NOT BE SLOPES BETWEEN 0 AND 00 DEGREES, MOUNTING BRACKET dOR Ex 1 HEX HEAD SCREW.
1/2"PAN HEAD
INSTALLED IN CORNER ZONES ROOF AREAS 1 AND 2 BUT NOT CORNERS.
OF ROOF ASSEMBLIES. 2.THE DESIGN Of THIS INSTALLATION IS STRAPPING
BASED ON ASCE7-10 FOR SURFACE ROOFING
/ AREAS BETWEEN 20 AND 48 SQUARE
FEET RESULTING IN A MAXIMUM WIND
PRESSURE OF— 67 PSF. w
THE INSTALLATION SHALL UTILIZE HARD-
WARE PROVIDED BY THE MANUFACTURER N.1/2" j
AS DETAILED IN THE INSTALATION O.S.B.OR PLYWOOD p'
EtMANUAL OR AS SHOWN ON PLAN. SHEATHING Z
tiq PANEL RAFTER
W
ED ENSURE TILE CAVITY IS FILLED COMPLETLY MOUNTING BRACKET W J
' T�L WITH DOW TILE BOND ROOF TILE ADHESIVE 2 W
RIDGE E `v1 OR EQUAL.APPLY ADHESIVE TO TILE AQUA THERM QZ
5 1 MOUNTING BRACKET IS ATTACHING TO PLUS ALL PROVIDE BLE SCREWS W/CONICAL Oa
ADEQUATE LENGTH T SECURE
.1 TIlES-AROUND IT(5)MINIMUM. BRACKET TO CEMENT TILE. DETAIL'C Q,
PANEL DRILL HOLE THRU CONIC.TILE Og
ag / '; (pC1 AND INSTALL SCREW SO AS
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7/1
FLORIDA BUILDING CODE 2014,57H EDITION Z`)
10 INCLUDE THE EXISTING CODE
PANEL ULTIMATE DESIGN WIND SPEED: 180 MPH o
RISER SYSTEM
NOMINAL DESIGN WIND SPEED: 140 MPH U
RISK CATAGORY: I a
IMPORTANCE FACTOR: 0.87'
CONC.BARREL/FLAT EXPOSURE CATACORY: B
TILE INTERNAL PRESSURE COEF: +-0.18 DATE 01-10-17
ROOF CORNER ZONE SHALL BE 10 PERCENT ENCLOSED STRUCTURE
OF SHORT DIMENSION OF BUILDING OR 40
WHICH NEVER SE SMALLER. OR}FT. STRUCTURAL COMPONENTS OF THIS BY JCK
1/2"ROOF OR PLYWOOD
' - POOP DECKING PLAN ARE IN COMPLIANCE WITH THE 1014 SHEET NUMBEfl
FLORIDR❑❑E LAYOUT GENERAL C❑NDITI❑NS STRAP BRACKET COMPLABmLmNGTSCODE,ISTA WIND LOAD
RAFrzR COMPLIANCS AND Lis RESISTANCE TO �Q I
CRANNY AND DESIGN PRESSURES
TILE R❑❑ENQTE "ell