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#14xY2' SMS W/ INTEGRAL 44'0
WASHER AND NEDPRENE GASKET
TOP 4 #14XW SMS BOTTOM.
@ 12' D.C. (COMPOSITE RODE)
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COMPOSITE PANEL
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a�•'- SEALANT
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BEFORE ATTACHING RECEIVING CHANNELJJII
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OR RECEIVING CHANNEL C0.044' MIN. THIFFFFFFKNESS)
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IF CLEARANCE PROHIBITS INSTALLAT
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'ELY THRDUGH COMPOSITE ROOF.
i:' 0 x 2W LONG WOOD LAG SCREW`DR
I.' 0 x 2344' LONG MASONRY ANCHORS
@ 24' D.C. MAX.
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(MASONRY OR WORD)
EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044' MIN. THICO
COMPOSITE ROOF TO HOST STRUCTURE
CONNECTION DETAIL
(I) WTHIN 3 SCREW
EDGES
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I"x2" O.B. (TYP.)
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SEE PLANK F'O `SIZE
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SECTION WITH �j 4x1Yt S.M.S.®
24" O.C.
2x2yX" ANGLLEE 2" LONG (EACH SIDE)
W/( 1; 4" S.M.S. TO POST
& 3 8 0 H.D. GALV. EXP. BOLT
W/ 2 1), " MIN. EMBEDMENT
CONNECTION DETAIL
1xlxX" BY 3" LONG —
ANGLE, EACH SIDE (TYP.)
is
#10x(PANEL TH
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2x3 GIRT/(CHAIR RAIL)
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2 SCREWS
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5" ANGLE, (TYP.) UPRIGHT
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STRUCTURAL CONCRETE (TYP))�_
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MIN. 0.050" WALL i , S.M.S., INTO SCREW BOSS,
THICKNESS) I i EACH SIDE (TYP.)
I ,
COLUMN/POST
(SEE PLAN FOR SIZE)
TO HOLLOW E
COLUMN
2y," MAX. THICK BRICK PAVERS
SET IN MORTAR ON TOP OF FOOTER
.— O.B. SOLE PLATE
A.
TY4'0x5uCONCRETE
D.C. MIN. CON(.
(TYP.). YCONEMBEDMENT (MIN.) EMEDMENT (TYP.)
TYPCIAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
OPTIONAL
POST
'— I I —III I III— r .,.. •' •ry : •
_UNDISTURBED SOIL OR COMPACTED
CRUSHED LIMEROCK (907 PROCTOR)
I #5 REBAR CONTINUOUS, SPLICE
4"--NOMINAL CONCRETE SLAB
W2W.M. PSI
FIBER REINFORCED 0
[POLYPROPYLENE FIBER — 1.5
POUND (MIN.)PER C.Y.] ` -
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
Tel: (813) 374-0321
Fax: (813) 374-0322
71191 ISSUED
2017
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DRAWN BY:
DYK
CHECKED BY:
DYK
SCALE:
ASSHOWN
17A_ c
3/27/O6
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO IM & SOCIATES, LLC
C 26887
X 10039
Ta 33679
THICKENED EDGE 8° UST ❑VERLAP z0' MIN,
:EDGE OF CONCRETE 1' CTYPJ z 3• CDVER (TYPJ Drawing No. - 060327
SLAB/POST DETAIL SHEET 1 OF 2
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