12-703-002i'
ti
NEW 40" HIGH F
—IN
n
N
N
TREATED 2X6 DECKING- RUN
DECKING PERPENDICULAR TO
JOIST FRAMING
TREATED 2X6 @ 1611 O.C.
FASTENED TO DOUBLE
JOISTS WITH METAL JOIST
HANGERS, TYP.
TREATED 4X4 POST
EMBEDED IN NEW
CONCRETE FOOTING
NEW 10" DIA. CONCRETE
FOOTING, MINIMUM
2800 PSI COMPRESSIVE
STRENGTH @ 28 DAYS.
201 -74"
DECK PLAN
SCALE; 1/4" =1' -O"
w^e9 G`AT ^ AV/' V1n IM C I.^Tn`T'
TYPICAL CONNECTION DETAIL
SCALE: 111 =1' -O"
DOWN 2 RISERS TO
EXISTING GRADE
TREATED 2X6 DECKING- RUN
DECKING PERPENDICULAR TO
�. JOIST FRAMING
TREATED 2X6 @ 1611 O.C.
FASTENED TO DOUBLE
JOISTS WITH METAL JOIST
HANGERS, TYP.
TREATED 4X4 POST
EMBEDED IN NEW
CONCRETE FOOTING
NEW 10" DIA. CONCRETE
FOOTING. MINIMUM
2800 PSI COMPRESSIVE
STRENGTH 0 28 DAYS.
0
N
N
�n
J
u)
0
9 Al—nil
FATED WOOD STAIR
RINGERS AS REQUIRED
\\1 I I I I I I ( I I I I I III
TREATED 2X6 DOUBLE
too JOIST OVER POSTS, TYP
I Ilj
I� I r Imo- 16T - tl- V71
7
TREATED ' 2X6 JOISTS 0 1611 O,C., TYPICAL-
RUN DECKING PERPENDICULAR TO JOIST
I I FRAMING
II I I I IX I I I I I I I I
I N I TREATED 4X4 POSTS SET IN 1011 DIA.
I CONCRETE FOOTING, MINIMUM 24"
BELOW GRADE, TYPICAL
�I I 13
r —OUTLINE OF DECKING ABOVE
A -10 Q
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10
BUILDING OUTLINE
II 2X6 (TYP) o
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NOTES:,
ALL SCREWS TO BE 9X3'1 BY 'DECKMATE' OR EQUAL
ALL LAG BOLTS TO BE ZINC PLATED 3/811 X 4 -1/211
ALL CONCRETE TO BE 2800 PSI COMPRESSIVE
STRENGTH AT 28 DAYS
ALL LUMBER TO BE EXTERIOR GRADE TREATED
LUMBER
DECK FRAMING PLAN
�.,... ��., ..... ,.. , JOIST
ED
TYPICAL CONNECTION DETAIL
SCALE: 1/411 =11-0"
SCALE: 1/4111' -011
ij �E s�..j l
EC —rior
•••• ••• m •. ......
TYPICAL RAILING DETAIL
SCALE: 1/4" =1' -0"
•
fs
•
•
•
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•
•
r
•
•
F�
RIEVISIONS:z.
NO.:
DESCRIPTION:
DATE'
DRAWING TITLE:
DECK PLAN
FRAMING PLAN
DETAILS
SEAL & SIGNATURE
DATE: AUG 06 2012
SCALE: AS NOTED
CKD BY:
DRAWN BY: ACL
PROJECT:
12 -006
DWG NO.:
A -100
y,
IN
�h
R
Mi
k
1
CLIENT REVIEW
8/6/2012
ISSUES:
PANTELAKIS RESIDENCE
ION
6251 SW 58TH STREET
SOUTH MIAMI, FL 33143
PROJECT:
PROPOSED NEW DECK
EXISTING REAR YARD
AT
DRAWING TITLE:
DECK PLAN
FRAMING PLAN
DETAILS
SEAL & SIGNATURE
DATE: AUG 06 2012
SCALE: AS NOTED
CKD BY:
DRAWN BY: ACL
PROJECT:
12 -006
DWG NO.:
A -100
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