12-272-013EL + 8' -0"
TOP OF BEAM
CONC. SLAB (REFER TO
FOUNDATION PLAN FOR
THICKNESS AND REINF.)
I.J.
- PREFABRICATED WD. TRUSS (2X6 TOP CHORD)
(REFER TO ROOF FRAMING PLAN FOR ADD. INFO.)
PLYWOOD SHEATHING (REFER TO
ROOF FRAMING PLAN FOR ADD.
WD. ANCHOR (REFER TO INFO.)
ROOF FRAMING AND WD.
ANCHOR SCHEDULE FOR
12 TYPE)
-
ooF�iTCy
2' -0•
(OVERHANG)
i•
I
N
8" REINFORCED MASONRY
(f'm =1500 PSI) (REFER TO
FOUNDATION PLAN FOR REINF.)
VALLEY SET
TRUSS (TYP.)
SCALE: N.T.S.
CONC. COL. (REFER TO
FOUNDATION PLAN
AND COL. SCHEDULE
FOR SIZE AND REINF.)
CONC. SLAB (REFER TO
FOUNDATION PLAN FOR
THICKNESS AND REINF.) 1. J. (TYP.)
(TYP.)
OILREFEU TO PLAN
T.O. SLAB
' -11I lII III I� 'II Ili =1II IIh'-
' Z� ' l l-1 hI
J
O -
U �
COMPACTED SOIL EMBED. TOP REINF. MIN. 6"
WFA INTO EXIST. CONC. FOOTING
W IN EPDXY ADHESIVE
OL TO MATCH EXIST
T.O. DOTING
CONTINUE EXISTING WALL COLUMN FOOTING ( REFER TO
FOOTING REINF. THRU NEW FOUNDATION PLAN AND FOUNDATION
COLUMN FOOTING
SCHEDULE FOR SIZE AND REINF.)
TYP. EXISPNEW CONC. FTG. 4
SCALE: 3/4 " = 1' -0" S -3
'RIPPED' 2x4 -----
(CONT.) FASTENED
WITH 12d NAILS
AT 12 c/c (TYP.)
PLYWOOD SHEATHING (REFER TO
ROOF FRAMING PLAN FOR ADD.
INFO.) I
PREFABRICATED WD.
TRUSS @24 "O.C. W /2X6
TOP CHORD (REFER TO
ROOF FRAMING PLAN FOR
ADD. INFO.)
NVRT -12 TWISTED RAFTER
TIE BY 'NU -VUE' AT EACH
TRUSS BELOW (24" c /c)
FASTENED WITH (3) 16d
NAILS TO EA. TRUSS
(CAP =454 LBS. ,NOA #03- 0327.14)
TYP. PIGGY BACK DETAIL
SCALE: N.T.S.
ST. CONC. BEAM
_---EMBED. #5 REINF.
MIN. 4" INTO EXIST.
CONC. BEAM IN
/ EPDXY ADHESIVE
gCRETE COLUMN (C4)
J GARAGE DOORS
)T SHOWN FOR
- A PITT\/\
,TYP.)
FILL OPENING
REINF. HAS
NSTALLED
NEW INFILL
COLUMN DETAIL
N.T.S.
AT EXIST
CONC. COL. (REFER TO
FOUNDATION PLAN
AND COL. SCHEDULE
FOR SIZE AND REINF.)
CONC. SLAB (REFER TO
FOUNDATION PLAN FOR
THICKNESS AND REINF.)
(TYP.)
REFER TO PLAN
T.O. SLAB I
1 -1 11 =1 I ICI ' z
I ; 111, ; .1'
O
V 7
COMPACTED SOIL (TYP.) o=
rN
W
v_
W
fif-
TO MATCH EXIST
T.O. I N G ..m.M
U I
CONTINUOUS WALL FOOTING (REFER
FOUNDATION PLAN AND FOUNDATION
SCHEDULE FOR SIZE AND REINF.)
TYP. COLUMN C FTG.
SCALE: 3/4" = 1' -0"
NEW MASONRY WALL
(REFER TO FOUNDATION
PLAN FOR REINF,)
EXISTING CONCRETE TIE BEAM
OL ELEV. VARIES
T.O. BEAM
EXISTING CONCRETE TIE BEAM
EMBED. (4) #5X30" REINF. MIN.
4 INTO EXIST. CONC. BEAM IN
EPDXY ADHESIVE
--- EXISTING MASONRY WALL
—NEW 8X12 CONCRETE TIE
COLUMN W/4 #5 VERTICALS
do #3 TIES 4 8 "O.C. (NOT
SHOWN FOR CLARITY)
EMBED. (2) #5 VERT. DOWELS.
4" INTO EXIST. CONC. BEAM IN
EPDXY ADHESIVE
W
U
d
En
T
BED. #5 REINF.
J. 4" INTO EXIST. EMBED. (4) #5X36" REINF.
ANC. BEAM IN MIN. 6" INTO EXIST. CONC.
OXY ADHESIVE BEAM IN EPDXY ADHESIVE
NEW 16 "X12" CONC. FTG.
REINF. W/2 #5 BOTT.(TYP.)
EXIST. CONC. FTG.-
NEW WALL /EXIST.
WALL REINF. DETAIL
N.T.S.
1. J. (TYP.)
JC. BEAM
ED. #5 REINF. MIN. 4" INTO
J. CONC. BEAM IN EPDXY
ESIVE
F. (TYP.)
)UT FILL OPENING ONCE
�F. HAS BEEN
TALLIED
W
U
=D. #5 REINF. MIN. 4" INTO
T. CONC. BEAM IN EPDXY
-SIVE
CONC. FTG.
EXIST. WALL REIN. DETAIL
6 N.T.S.
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J 0 B N U M B E R
2012 -098
FILE No.
DRAWN : �s cD c--1
REVIEWED: � (= a
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L E N G`��```\��
S ntiago AranegUi
Re No.: PE 0048106
Th a drawings and the •leslgns here
illustrated are the sole property of
SANTIAGO ARANEGUI P.E_
and may not lie reproduced in whole
or in part without express permission.
D A T E : 09/3/12
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