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CU
41.5'
SITE PLAN SCALE: 1"=1'-0"
SITE INFORMATION FORM SURVEY BY MF-HLBURGER ENGINEERS INC. DATED REV. OCT. 5, 1978
NEW COMPOSITION ROOF
MATCH EXISTING DETAII
12' DIA. TUSCAN COLUMt
3 114" SO. BALUSTERS
NEWEL POST SEE DET
STEPS - SEE DETAI
REMOVE NON-i
FOUNDATION, ADD CRAWL SHACt VtN 15 HtH CURL
PARTIAL EAST ELEVATION SCALE: 1/4"=1'-0"
E: 1/4" =1
2X12 THREAD —
2X12 RUNNERS R
24' O.C. —�
314' NOSING
i X RISER—
`— 2' CONC. BLOCK
SECTION PLAN
NOTE: ALL MATERIAL
OSMOS TREATED
GRADE -1
_E SECTION
- UNIT "B"
2X32 RUNNER
2X12 THREADS
ELEVATION
TYPICAL WOOD STEP DETAILS SCALE: 3/4'=1'-0"
NEWELPOST
SOUTH ELEVATION SCALE: 1/4"=1'-O"
EXISTING SIDING
24 GA. G.I. FLASH
90# ROOF: GRANULATED EPDM ROOF OVER 1/2"
COX PLY'WD AND 2X6 RAFTERS AT 24' O.C.
2X4 CEILING JOISTS SUPPORTING 1X4 T&G BEADED
BOARD CEILING.
4 114' COVE -CROWN MOULD w
J
2-2X8 BEAM IX8 FACIA BOARD o u
1" DIA. HALF ROUND 1X6 r, 0
2 114' BED MOULD
0
IX12 Z
1' HALF ROUND
_ <V
NEW DOOR AND TRANSOM
2X8 JOIST AT 16' O.C.
F-0' VERIFY
EXISTING GRADE
Z
i
io
8" ROUND, PLAIN, TUSCAN COLUMN AND CAP
TYP. RAILING
IX4 T&G DECK. #1
NOTE: ALL MATERIALS
OSMOSIS TREATED
2-2X8 GIRDER
314' QTR. ROUND
IX10 SKIRT
2X8 SILL
1/2' RD ANC. BOLT
AT 48' O.C.
4' CONC. BLOCK
BRICK TO MATCH
EXISTING CURB
' CONC. FOOTING
WITH
WITH 2#3 REBAR CONT.,
#2 TIES AT 24" O.C.
SECTION AT NEW EAST PORCH SCALE: 3/4' =1'-0'
NEW COMPOSITION ROOF
MATCH EXISTING DETAILS
SIDING TO MATCH EXISTING
12' ROUND, PLAIN, TUSCAN COLUMN
NEW WINDOWS - MATCH EXISTING 2/2
WOOD WINDOWS
IX4 T&G BOARD DECK
IX10SKIRT
3/4' QTR. ROUND
1"SO.WROUGHT IRON
-SHAPED 2X8
2 1/4" BED MOULD
�t
N
3 1/4 X 3 1/4
BALUSTER
SHAPED 2X6
2 1/4" BED MOULD
�— PORCH DECK
COLONIAL RAILING
I A
i
" SO. X 12GA. WROUGHT
RON TUBE RAILING WI
" X 3" ANC. PLATE AT
OP OF RAIL & 1 X 2" ANC. PLATE
AT ENDS - SCREW MOUNT
WROUGHT IRON RAILINGSCALE: 1 1/2" =1'-0"
11 1/4' X 11 1/4" CAP - SLOPE TOP
—al
2 114' BED MOULD
1' HALF ROUND oN
1/2' THREADED STEEL DOWEL
7 1/4' X - 2, TREATED
3/4' QTR. ROUND
2X12 THREAD
VERTICAL NEWEL SECTION SCL:3/4"=1'-0"
NJO II II II N D o NJA II U 11 A U D D All C ffECT
700 Sp G�3 U�(��I C� /SQ�TG3�(C�/Q�C��TQ SS 72206
1501 1 375-4249 A. I. A.
PLAN AND ELEVATIONS
APARTMENT RENOVATIONS
TOM AND BETH FOTI
510 EAST 15TH. STREET
LITTLE ROCK, ARKANSAS
29 NOVEMBER 1996
CROSS SECTI N
PN96:399
SHEET
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