1633 Selva Marina Drive (2) 3 4'-5,V2 go-C 3 5'-6,V4 ----------
r u t h
6'-8Y2 1 t-611 61-011 29-3" 71 and
6'-0" 39-0 of .4J* 3'-0 41A 6'-0" 41A 10J. 8'-5 dunavant
architects
A 0.
A A ., .
(3) PELL.A CM2371 (3) PELL CM 71 (3) PELLA CM2371 4
T' "a .N
q
4'
A
CASEMENTS CASEME S CASEMENTS A
INFILL EXIST. OOR NOTES:
1 . FIELD VERIFY ALL DIMENSIONS SHOWN
OPENING W1 OOD PELLA 7281
STUDS BEL.0 NEW INSWING 2. COORD. ALL FINISHES WITH OWNER
3. COORD. ALL NEW WINDOW TRIMS, COLUMN TRIMS,
WINDOW AN NEW
(ACTIVE-INAC IVE)' . 3
'1 4 -A INTERIOR AND EXTERIOR TRIMS AND MOLDINGS, NEW SIDING
WALL FINIS ES STYLE, DOOR STYLES, AND ALL FINISHES, AND ANYTHING
2�
NEW PORCH F.F.z %A:- A All REQUIRED TO COMPLETE CONSTRUCTION WITH OWNER
ARCHITECT
EL. -0'-10" TYP. 4. NOTIFY ARCHITECT AND OWNER OF ALL UNFORSEEN
-f NEW GI
RADE COURTYARD
C\J EL. -l '-4" (AT PORCH PERIMETE AND/OR CONFLICTING CONDITIONS WITH EXISTING
CONSTRUCTION AND NEW CONSTRUCTION AS SHOWN
d Cy)
FAMILY .. 1 .40 . C)
.4
. 4. 5
3 PELLA CM2371 ..- .. . * ,, .0 go CN 40
) 4 A* JA _011 10'-7y4" 43-091
81-01' 49-0"
__j CASEMENT
__j
0
-A NJ/
+
Ee a
'A. T . 4
4 . Id 1' 1,4 .1
PEI�Lk DJH -(jbIN') :'-
4�
4
4 A
�.065. E 0 C A 4':'
INFILL EXIS DOOR OPE ING V_ 14
(1 ) PELLA CA3571 'd_: I A 14 1 ,, D-' 5'1- 1' ' 1 1 ..1 -1-. r 0
Ln
W/ WOOD �;TUDS MATC
EXIST. WALL FINISHES 00 V I 1 .1 1 .1 . 1 1.-4 1 1 A 1. k -1
A 4 0)
EXIST. F.F. 4 Nt.W .tM 1`4 D Ih G I Z.'.117; K *moo
Ln
EL. -0'-6" ad I
4 OH30 -
16 ., 1q4 65-
00 7]
T 4
ILL —%:I -1---L I_ _L IL
L,J 0
PROVIDE NEW SIEPS (2) PELLA 1_0
CM2341 v
it J — CN
f 31-4'p 4'-Olp 2 1 OY2" PELLA 6081 0_1
.0, INSWING (ACTIVE-INACTIVE)
KITCHEN NEW KITCHEN
EXIST. FI FL EL. 0'-0 MILLWORK COORD. C)
WITH OWNER TYP. t C-)
DINING 5-7Y4" 4
ILI
F-1 NEW DR ,, - - - -
rREL' U"CATED wl ffl� I INIT LIVING
5-61V X 4*-4"R V.17. Li 2'6X
POWDER
tl!�IINDRY. cf) F-=
INFILL IST. DOOR OPENING EQ. 81-69' EQ. 21-8'1
L, Lu
W/ WOO STUDS MATCH I Cn
EXIST. WAL FINISHES F- 00A ___-j
NEW WOOD STAIR AND
HANDRAIL
121-6" Cn
. ... ... 2'-11 y4"
GARAGE "A <
L.Lj
(if
INFILL EXIST. DOOR
OPENING W/ WOOD
ENLARGED EXIST.
STUDS MATCH EXIST.-,,
4 \�_ NEW COLUMNS ON EXISTING WALL FINISHES NEW LIGHT* OPENINGS
& SWITCH NEW APPLIQUED WOOD
1% CONC. FOUNDATION EXISTING STUDY rfQy JI
- - - - - - - - HEADER TO REMAIN (0 AD &R (D TRIM TO FORM
EXIST. CIR. DECORATIVE COLUMNS
31-10 31/4 NEW FIRST
7 —7r— LIVING
FLOOR PLAN
H (REVISIONS)
1 714 I�I JI--+
L % L—F. L-2.1,� , .: ;1 . . .
L — — — — — — — — — 4:
— — — — — — — — — — — — — — — — — — — — — — —
f ...7-'.]_,,DASHED LINE INDICATES EDGE
00 0 OF CONC. FOUNDATION
NEW APPLIQUED
'd
WOOD TRIM TO FORM I
4.
A. '--EDGE OF BRICK VENEER
DECORATIVE
COLUMNS 0
MAS: NEW ENTRY PORCH - NEW
NEWENTRY DOOR & COLUMNS ON CONIC. FOUNDATION'
_j SIDELIGHTS AS SUPPORTING NEW ROOF
SELECTED BY OWNER NEW BRICK PAVERS ON STEPS
2'-419 6r--3/ "
01 J* V2 2'-419 AND LANDING
—7 10'--11y2"
7r I _.e- ISSUE DATE: AUGUST 11,2003
ri,4� REVISIONS: N/A
81
`_�o 2' 4'
FIRST FLOOR PLAN
1/4" 1*-0" z
SCALE: 1 /411 11-019 j
(IF SHEET IS LESS THAN 24"06" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) A4 -
7
)/E
LL
E
0
0(
0 N i
j NEI
ES
All
�YETE
:V4
L,,6A-O J
ST. FII` FL EL.
F
NEW RIDGE LINE BEYOND TO
ALIGN WITH EXISTING RIDGE r u t h
AS SHOWN and
dunavant
/2 NEW WOOD VERT. architects
EXISTING RIDGE LINE SIDING AND FLASHING
BEYOND SHOWN DASHED AT ROOF
2ND FLR CEILING
- — — — — — — — — -——————— — — — NEW CAST STONE
FACING ON EXIST.
FIREPLACE
NEW GABLE TO MATCH
EXISTING ADJACENT
GABLE 2ND FLR
n n n n n n n n n n n n n n n - — — — — — — — — —
Fl- NEW BOXED OUT RAKE
F- - - - - - - - - - - F - - - - - - - - - - -
I I I I ACE OF WALL
EXIST. WINDOW I I EXISTING WINDOW I I EXISTING WINDOW NEW 1X WOOD TRIM
I I I I
TO REMAIN I I TO REMAIN I I TO REMAIN BOARDS
__z
Nv 1ST FLR . FAMILY ROOM FLR
_ _ j I - -- - - - -
F
NEW WOOD 6X6 COLU MNS NEW WOOD 6X6 COLUMNS "�'�� NEW WOOD LAP SIDING
AND TRELLIS AND WINDOWS
NEW PATIO W/ PAVERS
REAR (EAST) ELEVATION
1/411 1p-011
0-1
NEW RIDGE LINE BEYOND TO
ALIGN WITH EXISTING RIDGE
AS SHOWN EXIST. WOOD LAP
SIDING AND
WINDOWS
EXISTING RIDGE LINE LLJ
BEYOND SHOWN DASHED A-11 ELLIPTICAL Q—�
F-71 CURVED SOFFIT 2ND FLR CEILING
EEH EEH
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
ffi E:H E:H
LL L==]=-=Ij LE LLU LLJ
12 MTL. DRIP EDGE &
CROWN 2ND FLR
r3 bI
DOUBLE CROWN
EXIST. WOOD -4�
VERT. SIDING AND A, E EVATIONS
WINDOW r -A, J-L] (REVISIONS)
III >1 >LIA I I
v 1/1
DECORATIVE
�Lljj I IL11
ELLIPTICAL PANEL 1 ST FLR
14-4
NEWWOOD 6X6 COLUMNS NEW WOOD 6X6 -J NEW COVERED
MODIFIED WALLS (MATCH AND OPENING TRIM NEW BRICK STEPS AND ENTRY PORCH
SIDING TO EXIST.)AND ROOF NEW WOOD LAP SIDING LANDING
NEW WINDOWS TO AND RELOCATED 81
MATCH EXISTING WINDOW UNIT. 0 21 4'
WINDOWS AT MAIN FRONT (WEST) ELEVATION
HOUSE. 1/4" = 1'-0"
SCALE: 1 /4" l '—O" ISSUE DATE: AUGUST 11,2003
REVISIONS: N/A
(IF SHEET IS LESS THAN 24"x36" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) A6 - R
r u t h
and
dunavant
architects
C-D
C)
C-)
EXISTING RESIDENCE
or--
C/-)
SMOOTH WOOD
I LLL1 I FASCIA NEW SLOPED ROOF
OVER EXISTING
BUILT-UP ROOF
-41
NEW WOOD LAP SIDING
AND WINDOWS ELEVATIONS
(REVISIONS)
-- NEW WOOD WINDOW TRIM TO
MATCH EXIST.
—NEW WOOD 6X6 COLUMNS
_71
NEW PATIO W/ PAVERS L_ NEW WOOD 6X6 COLUMNS
AND TRELLIS
NEW COVERED 0 2' 41 80
ENTRY PORCH T� LEV.ATION
/24 1 _O�� SCALE: 1 /4" l '-O"
ISSUE DATE: AUGUST 11,2003
REVISIONS: N/A
(IF SHEET IS LESS THAN 24"x36" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) A7 - R
NOTES:
1 . MINIMUM SOIL BEARING CAPACITY ASSUMED 2000 PSF
2. ALL NEW FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL OR PROPER
FILL FREE OF DEBRIS AND ORGANIC MATERIAL COMPACTED TO 95% r u t h
PORCH: 12"X 24" MODIFIED PROCTOR and
TRUNED DOWN EDGE 3. MIN. CONC. SLAB AND FOOTING STRENGTH 2000 PSI AT 28 DAYS dunavant
W/ (3) #5 REBAR 4. MIN. COVERAGE OF STEEL REINF. 3" WHERE IN CONTACT WITH EARTH architects
CONT. AT BOTTOM 5. COORD. ALL EMBED ITEMS SUCH AS COLUMN BASE CONNECTORS, WALL
SHEAR AND UPLIFT CONNECTORS, SILL ANCHOR BOLTS, ETC.
- - - - - - - - - - - - - - - - - - - - A a 4- 6. COORDINATE ALL SLAB ELEVATIONS WITH FLOOR AND PORCH FINISHES
FOR FINAL ELEVATIONS AS SHOWN ON PLANS
3
'41
'1A A
NEW PORCH AND ADDITION SLAB: ON
GRADE - 4"THICK REINF. CONC.
6X6 10/10 WWM ON VAPOR BARRIER
Z, WITH TURNED DOWN EDGES WHERE
4 SHOWN - COORD. SLAB ELEVATIONS
EXIST. FOUNDATION
WITH FINISH MATERIALS AS SELECTED
SLAB ON GRADE _4-416 4
BY OWNER - SEE SECTIONS AND
PLANS
4
A.* PORCH: 12"X 24"
40 ADDITION: 12"X 2'-8"
FAMILY /2 TRUNED DOWN EDGE
TRUNED DOWN EDGE W/ W/ (3) #5 REBAR
(4) #5 REBAR CONT. AT CONT. AT BOTTOM
-0 BOTTOM
M% 4 4.,
.14 4. 4
A A
. : 'd
11 A 74
4. 4 'o
-o'd
4 4: LIZ
:od 4
4. . 4. .4. rA A .0 A A
.0.
. . ' ' a I A 4 4
4. VI. .
�.q A
.4.4 ' - -- A .04
4 4
ld . A -.0 1 A: A.*.
I _Zq
4
— — — — — — — — — —
r
- - - - - - - - - - - -- - - r- - - - - - - - - - - - - - - - - - - - - - - - - --i
CN
C�'
EXIST. FOUNDATION C-)
I EXIST. FOUNDATION
SYSTEM WITH OFF kWH, EN STEM WALL AND REINF. CONC.
EXIST. FOUNDATION GRADE FLOOR I LANDING ON TOP
SLAB ON GRADE FRAMING I FOOTING OF NEW SLAB -
CD
DINING SEE FLOOR PLAN C-)
COORD. FINISHED
ELEVATIONS CD
Li LIVING
POWDER LAUNDRY
NEW FOOTING - REMOVE A - - - - - - - - - - - - EXIST. FOUNDATION Cf
PORTION OF EXIST. SLAB
AND PROVIDE 12"X 24" 7A - - - - - - -- - - - - 71_ _4 _ SYSTEM WITH OFF
TRUNED DOWN EDGE W/ (3) J I GRADE FLOOR
I I FRAMING
A X-- - - - - - - - - - - - - - - - - - -
#5 REBAR CONT. AT BOTTOM 7w
GARAGE
..... ..... ...
— — — — — — — — — — — — — — — — — — — — — — — — — _j
I STUDY FOYER
I
I
I FOUNDATION
I I I LIVING
IL - - - - - - - - - - - - -- - - - - - - -rT- (REVISIONS)
[��i __ 1�__fl
L-- - - - - - - - - - - - - - - - - A . . '. . ... -
f6�:L_
-DOWN PORCH SLAB:
4. A NEW TURNED
ON GRADE - 4"THICK REINF. CONC.
BRICK VENEER AT SIDES OF CONC. W/6X6 (10/10) WWM ON VAPOR BARRIER TO
FOUNDATION WALL. PROVIDE BRICK TIES AT
FORM LANDING & STEPS. PROVIDE (3) #5
16" O.C. EACH WAY. PROVIDE 4"X4" INTEGRAL `43 Fd:.0- REBAR CONT. AT BOTTOM. COORDINATE
.: ...' j
SEAT FOR BRICK AT CONC. FOUNDATION. ACTUAL ELEVATION WITH OWNER SELECTED
BRICK PAVERS TO BE PLACED ON TOP OF
0 SLAB. ALLOW 1 /4" PER FOOT SLOPE AWAY
FROM HOUSE.
ISSUE DATE: AUGUST 11,2003
(4) NEW 6X6 P.T. COLUMNS WITH WOOD TRIM REVISIONS: N/A
CLADDING. PROVIDE SIMPSON ELEVATED POST
BASE (EPB66) AT EACH POST. '_�o 21 4' 8*
FOUNDATION PLAN
1
1/4" l'-O"
(IF SHEET IS LESS THAN 24"x36" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) SCALE: 1 /411 ll-011 A8 - R