01-0357-002 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
Project Name:
ro' x 6' WOOD POST TO SUPPORT
M 1 RAILING (TYP) z
0 -011 91-41 9'-4' 8'-m' 4 O
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co
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2' x 6' AT 1!o' O.0 LL
I I 21_2' 4'-1m' o f
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EXISTING DECK , Q w
AND SCREEN ENCLOSURE -�,_Im. I z W
K (2) 2' x 12' No. 2 KD SO. PINE NAILED
TOGETHER W/ l(od NAILS a 6' OC. Q •�
(TYP.)
14.95' I 1 co
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t
EXISTING ' W
I ONE STORY CBS RESIDENCE ( 00 O
I #6131 I (n
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(2) 2' x O
12' O
(TYP.)
2' x ro' No. 2 KD 50.
151-ON
PINE AT 16" O.C. (TYP) _
1 ,
' I EXISTING RESIDENCE e _
2 x 12 No. 2 KD SO. PINE LEDGER wRITfEN DIMENSIONS ON TICS DRAWDIG StInLL
a) 1 REFER TO SHEATHING NOTE
HAVE aRECEDE14CE OVER SCALED DIMENSIONS.
_ N OR CONNECTIONS. CONTRA(.TnR SHALL VERIFY ".ND BE RESPCNSI-
N I I BLE FOR AI'. r!MENSIONS_AND-CONDITIONS ON
THE J013 AND-rHE OWNrh 1AUST-BE NOTIFIED
OF ANY VARIATION FROM THE ')IMENSIONo.
EXISTING - -- _ --- -
DECK AND Revisioris -
SCREEN No. Description - --- D9te
-
H
I i
I 1 (2) 2' x 12' No. 2 KD S0. PINE NAILED
TOGETHER W/ 16d NAILS e (o' O.G.
CTYP.) STAIR PLATFORM
I -Im'
FRAMING W/ 2' x 6' P.T.
I WOOD JOISTS a 16' O.C.
AND 4" WOOD POSTS
EXISTING I
ASPHALT
G- I DRIVEWAY ( ,
m �
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II 6' x (o' WOOD
I I POST TO
I I SUPPORT
RAILING CONSULTANTS
m
1 2" x h' No. 2 KD SO. PINE LEDGER PT YP) T 16' O.C. (TYP)
I W/ aid' P x 6' LONG EXP. BOLT AT ;
8
F , 24' O.G.
I �
I �
EXISTING CONCRETE LANDING
E
m
6'-5' 41-61 8'-01 51-01 6' x ro" P.T. WOOD POSTS
(TYP.)
PROVIDE LANDSCAPE FABRIC (2) 2' x 12' No. 2 KD 50. PINE
UNDERNEATH DECK AREA (TYP,)
D SOUTHWEST 86th STREET TO PREVENT WEED GROWTH 2' x No. 2 KD SO. PINE JOIST
6 i�' O.G. J015TS TO BE
_
SPLICED AT BEAM LOCATIONS
ONLY
SITE DATA: Project No. 2001 -57
C DESCRIPTION REQUIRED PROPOSED Scale: AS NOTED
LOCATION PLAN FOUNDATION AND FRAMING PLAN MUNICIPALITY: CITY OF SOUTH MIAMI
Date: 3/21 /01
1. ZONING: RS-3
SCALE:1' -10' RS-3 RS-3
10' 20' 30' 40' 0 4' 8' 12' 16'
2. SITE AREA: .29 ACRE (12,500 SO. FT.) - _ Drawn: co
SCALE:1/4' -1'-0'
3. SETBACKS: Checked: CQ
FRONT: SW 86th STREET 25'-0' 66'-0'
SUPERIMPOSED LOADS: SHEATHING Cad File: A1 -1
SIDES INTERIOR(EAST) T-6' T-6'
1 INTERIOR(WEST) 7-6' 15-0'
LIVE LOAD: 6m PSF IN x 4' P.T. DECKING W/(3)-I0d NAILS AT ALL CONTACT POINTS. REAR 25'-0' 27-9'
DEAD LOAD: 10 PSF ALL NAILS SHALL BE RING SHANK GALVANIZED. Drawing Title:
z WIND LOAD AS PER ANSI/ASCE 7-93 FLOOR JOISTS
CATEGORY: 1 2' x �' No. 2KD SO. PINE Fb=125m Fv=9m E=1.6 X lm6 LOCATION PLAN, FOUNDATION
' `'' AND FRAMING PLAN AND
J EXPOSURE: G 2' x 12' No. 2KD SO. PINE Fb=9l5 Fv=90 E=1.6 X 10 SITE DATA
N IMPORTANCE FACTOR: L5 0 a ,• •.,�/
A LEDGER
'•.
2' x 12' No. 2KD SO. PINE WITH 3i¢' 0 x 6' LONG EXP. BOLT a 24' O.G.
Sheet No. A1.1
PROVIDE (2)-3%' 0 x ro' LONG EXP. BOLTS e (2) 2' x 12' MEMBERS.
x t^ A T E dF.. •ti
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