HomeMy WebLinkAbout812 W 2 St 13-304 PlansA ILIur Uall
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AB LCE4
1/2" AB OR LAG 14-16D BEAM
8-I01) POST 10-16D POST
W,
KNOWN OR ASSUMED
CMU PIER TYP
---- ------ T
7BLOCK OUT 12" WIDE
X 4" DEEP FOR VENT
SIMPSON A24 MAY L----„,,,,------._--
-J
BE SUBSTITUTED
W 1/2x3 LAG AND ----------
1/2x4 AB EPDXY SET 3” — — — — —
I
I I
4&5 I I
HH4 HH41NSTALLED
7-16Dx2.5 STUD LCE4 MAY BE INSTALLED INSTEAD
4-16Dx2.5 STUD
r --rt i--
0
w
nl — — EXISTING — — — — —
-----� 6
6 —;
I
XISTING CMU i
I
i I I I
LXISTING 6 1I
6 1 EXISTING '
IGN-WlTi-rCE-NT>=fl
R�_
— — — "OIR113GF BaARD— —
ED
20X20x10 W 3#5t v 6
I'-0" EA WAY - AS CLOSE
AS POSSIBLE TO THE 6
POINT OF THE FIREPLACE.
I ADJUST LOCATION TO O O L..� I—
AVOID CONFLICT WITH I I
I--- EXISTING FOOTING -------- I --------®------ I I I
-----_—_---- -------------- _
----- --- — -----------I----- .--__-----o=m��,—
3 I REBUILD WALL
6 I BELOW TO MATC
EXISTING ADJ
BLOCK OUT 12" WIDE
F—x 4" DEEP FOR VENT
NOTE: A DOUBLE 2x10
WITH 1/2" SPACER
REQUIRES A U410 HANGER
LSU26
U24
U26C
6-I0D FACE
4-10D HDR
r' 1
i t
2-10DX1.5 JOIST
A1ef
U26-2
ed 41"
H2.5A
HD3B
5-8DJOIST
5/8 X3 TIDEN HD
5-81)BEAM
2-5/8 X3 LAGS
is
14 -IOD HDR
6-I0D JOIST
.SM,'
I c
-'
RSP4
RSP4
4-8Dx1.5 PLATE 4-8Dxl.5 PLATE
4-8DX1.5 STUD
4-8DXI.5 STUD
W,
KNOWN OR ASSUMED
CMU PIER TYP
---- ------ T
7BLOCK OUT 12" WIDE
X 4" DEEP FOR VENT
SIMPSON A24 MAY L----„,,,,------._--
-J
BE SUBSTITUTED
W 1/2x3 LAG AND ----------
1/2x4 AB EPDXY SET 3” — — — — —
I
I I
4&5 I I
HH4 HH41NSTALLED
7-16Dx2.5 STUD LCE4 MAY BE INSTALLED INSTEAD
4-16Dx2.5 STUD
r --rt i--
0
w
nl — — EXISTING — — — — —
-----� 6
6 —;
I
XISTING CMU i
I
i I I I
LXISTING 6 1I
6 1 EXISTING '
IGN-WlTi-rCE-NT>=fl
R�_
— — — "OIR113GF BaARD— —
ED
20X20x10 W 3#5t v 6
I'-0" EA WAY - AS CLOSE
AS POSSIBLE TO THE 6
POINT OF THE FIREPLACE.
I ADJUST LOCATION TO O O L..� I—
AVOID CONFLICT WITH I I
I--- EXISTING FOOTING -------- I --------®------ I I I
-----_—_---- -------------- _
----- --- — -----------I----- .--__-----o=m��,—
3 I REBUILD WALL
6 I BELOW TO MATC
EXISTING ADJ
BLOCK OUT 12" WIDE
F—x 4" DEEP FOR VENT
NOTE: A DOUBLE 2x10
WITH 1/2" SPACER
REQUIRES A U410 HANGER
LSU26
U24
U26C
6-I0D FACE
4-10D HDR
CONCEALED FLANGES
5-I01) x1.5 JOIST
2-10DX1.5 JOIST
6-I0D HDR
U26-2
U26
4-10DXI.5 JOIST
8-I01) HDR
610D HDR
U410
4-I0D JOIST
4-10DX1.5 JOIST
14 -IOD HDR
6-I0D JOIST
IT # -43,3&LI
NEW 12 WIDE X 8 DEEP CONCRETE FOOTING
SUPPLEMENT W 2#5 FROM EXISTING CMU PIER
TO EXISTING CMU PIER. SECURE
WOOD EDGE BEAM TO THE NEW
FOOTING AS DETAILED - SEE
DRAWING 6. KNOWN AND SOME
ASSUMED PIERS HAVE BEEN
SHOWN ON THIS DRAWING. ADJUST
AS REQUIRED TO ACCOMODATE
FIELD CONDITIONS. ALL FOOTINGS
BE INSPECTED
BY TH CITY OF SANFORD
BAr<E OR CONCRETE IS POURED
BUILD THIS PIER
AS MUCH OF THE EXISTING CONSTRUCTION
IS NOT EXPOSED - HIDDEN CONDITIONS
MAY BE DISCOVERED - GET DIRECTIONS
FROM THE BUILDING INSPECTOR OR THE
ARCHITECT WHEN HIDDEN
CONDITIONS ARE DETERMINED
FOUNDATION NOTES
FOUNDATION IS EXISTING. NEW CONCRETE
FOOTINGS ARE SUPPLEMENTAL
ALL CONCRETE SHALL BE MININUM 2500
PSI AT 28 DAYS
ALL REINFORCING STEEL SHALL BE #5 OR
GREATER, GRADE 60 DEFORMED STEEL
ALL REINFORCING STEEL IS TO HAVE A
MINIMUM OF 3 INCH CONCRETE COVERAGE
ALL REINFORCING STEEL JOINTS SHALL
LAP A MINIMUM OF 40 BAR DIAMETERS OR
25 INCHES WHICHEVER IS GREATER
ALL LUMBER IN CONTACT WITH MASONRY
SHALL BE PRESSURE TREATED
COMPACT AND POISON ALL SOIL BELOW
SUPPLEMENTAL FOOTINGS
— — — — — — — — — — — — — —- _ = REMOVE ALL DEBRIS FROM THE
FOUNDATION CRAWL SPACE
b — — ---. -- — — NEW OR REPAIR
�2
I&2 EXISTING
6 6
CONNECTORS
RELOCATE THIS PLUMBING PIPE
BEFORE PLACING CONCRETE
REVISED DRAWING
17 JAN 2013
BEAM @ FIREPLACE RELOCATED
MIDSPAN BEAM ADDED
ALT TIEDOWN ADDED
FOUNDATION SUPPLEMENT
SCALE: 1/4" = 1'-0"
0
ANDREW KU-
ARCHITECI
AR 0006491
r� � rV'J 1 tttree42-
( 407) 415-65: