HomeMy WebLinkAboutDrawings/ \ _ELK PRESIGE
/ \
WEATHERED
/ \
— — — — — — — — — — — — — — — — — — — — — — —
/ \
IN
\
\
I / \
10'-0" PLATE LINE \ IN —
/
—� g'-0" PLATE LINE —�
�— — — ____— _— — _
I i I
I STONE .
PILASTER
I I
EXISTING OFFICE BUILDING
I i -
I I I
I I
FINISHED FLOOR LINE
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— — — — — — — — — — L — — — — — — — — — — — — —
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PITCH 8:12
r�ELK PRESIGE
WEATHERED O
.om INIMIN
pNNE No
� CEN MEINFOUNDATION
/-
TOTAL SQUARE FOOT OF FACADE 328.6 5Q. FT.
80RAL BRICK -DOVER QUEEN 22.3 SQ.FT. 67.7%
-_-__ — -__-' - _ _-_ _ _ _�- -�
12 \\
/ PITCH 12:12 8 \
/ 12 \
/ / 8 ��ELK PRESIGE \
/ WE WOOD ED
10'-0" PLATE LINE /
q'-0" PLATE LINEOX STONE
WINDOW -i PI LA5TER� WINDOW
BRICK
FINISHED FLOOR LINE -
tno) LI=F=Tt=LEVATION
REFERENGE:NONE
SCALE: %4''=1'-0"
TOTAL SQUARE FOOT OF FACADE 442.8 SQ.FT.
BORAL BRICK -DOVER QUEEN
359.0
SQ.FT. 81.1%
PAINTED FIBER CEMENT TRIM
2q.0
SQ.FT. 6.5%
ALENCO ALMOND VINYL WINDOWS
36.0
SQ.FT. 8.2%
STONE PILASTER
18.8
5Q.FT. 4.2%
0
FOUNDATION --
E3AC< tLEVATION
REFERENCE: NONE SCALE: %4"=1'-0"
STONE
-f-PI LASTER
BRICK
ELK PRESIGE
WEATHERED
WOOD
10'-0" PLATE LINE
- q'-0" PLATE LINE
FINISHED FLOOR LINE
12
112
BRICK
17 1 7=01 0
10'- 0" PLATE LINE
R'• 0" PLATE �INE
FINISH
NE
l�'
�lmll'TIO
PROJECT:
PAINTED FIBER CEMENT TRIM
20.9 SQ.FT. 6.3%
ALENCO ALMOND VINYL WINDOWS
76.0 SQ.FT. 23.1%
STONE PILASTER
9.4 SQ.FT. 2.q%
STONE
-f-PI LASTER
BRICK
ELK PRESIGE
WEATHERED
WOOD
10'-0" PLATE LINE
- q'-0" PLATE LINE
FINISHED FLOOR LINE
12
112
BRICK
17 1 7=01 0
10'- 0" PLATE LINE
R'• 0" PLATE �INE
FINISH
NE
l�'
�lmll'TIO
PROJECT:
CL-Oq-113
i *AlUa0N
: DVISOF
S, LLC OFPIC
(ORIGINALi
1 UBMIT1L_ DATE:
q/03/09)
OWNEWDEVELOPER:
PARAGON
ADVISORS, LLC
NONE
215 ROCK
PRAIRE ROAD
�I
COLLEGE
STATION, TX 77845
(q7q) 6q3-3807
ENGINEER:
McCLURE
t BROWNE ENGINEERING
MICHAEL
McCLURE
1008
COLLEGE
REEK DR, SUITE 103
(',STATION, TX
(q7q, 693-3838
APPLICANT:
M-MDE
IGN
5TEV,E I" I
SSER
1817-A B
OTHERS BLVD
CL GE
STATION, TX 77845
(q7q ii 6q
-7059
ALL DRAWINGS, PLANS, AND E PECIFIGATI6
N5 ARE PROPERTY OF
MM DESIGN. PURCHASER'S I$RUCT
HT 15 (�ACONDITIONAL AND LIMITED
TO A ONE-TIME USE TO CON A SINGLE .PROJECT ON THE LOT
STATED HEREIN. THE USE Q . REPRODUCTION OF THESE PLANS
CONCERNING ANY OTHER CONS RUCTION 13 STRICTLY PROHIBITED
WITHOUT WRITTEN PERMISSION OF MMS DESIGN IN COLLEGE STA, TX.
M -M DESIGN IS NOT AN ENGI ERINGiiFIR0 NOR AN ARCHITECTURAL
FIRM. WE ARE NOT QUALIFIEC NOR ARE WE LICENSED TO DESIGN
STRUCTURAL FRAMING OR FOL qDATIIIIONS. I' A LICENSED PROFE55IONAL
ENGINEER SHOULD BE CONSULT ED REGARDING 5TRUCTURAL FRAMING
AND FOUNDATIONS. SHOULD Al I ENGINEER'S SEAL BE PRESENT ON THE
DRAWING, THEN THE "ENGINEE OF RECORD" SHALL BEAR THE SOLE
RESPONSIBILITY FOR THE STIR JCTURA, DESIGN. M -M DESIGN WILL
NOT BE HELD RESPONSIBLE F( R THE (STRUCTURAL DESIGN AND/OR
ANY PROBLEMS THAT MAY AR SE REGARDING THE DESIGN.
DATE:
20FEBOq
PROJECT:
CL-Oq-113
DRAWN:
KHO
CHECKED:
SRM
HEATED:
2, Og4.3 0
SLAB:
21Og3.81P
REVISION:
NONE
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TOTAL SQUARE FOOT OF FACADE 439.3 SQ.FT.
BORAL BRICK -DOVER QUEEN
208.3 SQ.FT.
47.4%
PAINTED FIBERGLASS COLUMN
18';2. SQ.FT.
4.2%
PAINTED FIBER CEMENT TRIM
107.5 SQ.FT.
24.57
ALENCO ALMOND VINYL WINDOWS
84.q SQ.FT.
Iq.3%
FRONT ENTRY DOOR
20.4 SQ. FT.
4.6%
q'-0" PLATE LINE
FIN15HED FLOOR I
q'-0" PLATE LINE
------ - -
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02
FRIGHT
tLtVATION
Z_ REFERENCE: NONE SCALE: %4'=1'-0"
TOTAL SQUARE FOOT OF FACADE 31.6 SQ.FT.
BORAL BRICK -DOVER QUEEN 127.6_5Q. FT. 185.0%
PAINTED FIBER CEMENT TRIM 1 3.8 SQ.FT. 12.0%
1NF'r
RMA,1
T
10N
FARC GON
vIS
LLC OFFICE
(ORIGINAL SU.
I'
MITAL 'D�
i
E: 9/03/09)
OWNER/DEVELOPER
ARAGON ADVISORS,
LLC
25AUGOq
5 ROCK PRAIRE
ROAD
LLEGE STATION,
TX 77845
( 7q) (o 5-
907
ENGINEER:
I
P cCLURE 4
I ROWNE ENGINEERING
r ICHAE1111 Mc
LURE
108
WOODC
EEK DR, SUITE 103
LLEGE 5-1f
TION, TX
7q) 693-
B35
APPLICANT:
I,
-M D
EVE 11USSER
1417-A
I ROtHERS
BLVD
LLEGE STATION,
TX 77845
791) 6 4-7059
ALL DRAWINGS, PLANS, AND SP
MM DESIGN. PURCHASER'S RIGS
TO A ONE-TIME USE TO CONSTF
STATED HEREIN. THE USE OR I
CONCERNING ANY OTHER CONSTF
WITHOUT WRITTEN PERMISSION t
M -M DESIGN 15 NOT AN ENGINEE
FIRM. WE ARE NOT QUALIFIED I
STRUCTURAL FRAMING OR FOUND
ENGINEER SHOULD BE CONSULTE
AND FOUNDATIONS. SHOULD AN
DRAWING, THEN THE "ENGINEER
RESPONSIBILITY FOR THE STRUC
NOT BE HELD RESPONSIBLE FOR
ANY PROBLEMS THAT MAY ARIS
I .
IFICATIC, NS ARE PROPERTY OF
IS CONDITIONAL AND LIMITED
:T A SINGLE PROJECT ON THE LOT
'RODUOTION OF THESE PLANS
"TION IS STRICTLY PROHIBITED
MM DESIGN IN COLLEGE STA, TX.
NG FIRM NOR AN ARCHITECTURAL
Z ARE WE LICENSED TO DESIGN
TI N5.1 A LICENSED PROFESSIONAL
REGARDING' STRUCTURAL FRAMING.
,aINEER!'S SEAL BE PRESENT ON THE
RECORD" SHALL BEAR THE SOLE
1RAL DESIGN. M -M DESIGN WILL
HE STRUCTURAL DESIGN AND/OR
ZEGARPING THE DESIGN.
DATE:
20FEBOq
PROJECT:
CL-Oq-113
DRAWN:
KHO
CHECKED:
SRM
HEATED:
21094.3
SLAB:
21093.50
REVISION:
25AUGOq
120CT09
P]
1V4q