HomeMy WebLinkAboutDrawingsI
422.1
FT. )
STUCCO (153.
,
„
Q. FT. )
' w '' r I 'STUCCO • . ,'e' "' I
,
,
,
TRANSPARENC1r (57.2 SO.FT.)
NEW RAILING
BRICK
BRICK (54.4 SCS. FT.)
STREET
� �sT�cco,' • y, '
VAT I 00� N
SCALE: %4'=1'—O" • . ,
ALL DRAWINGS, -PLANS AND SPECIFICATIONS ARE PROPERTY OF
MM DESIGN: PURCHASER 5'RIGH-T-i5 CONDITIONAL AND LIMITED
TO A ONE—TIME USE TO CONSTRUCT A'SINGLE PROJECT ON THE LOT --1,•'.,•, •' �. '' - —
-- STATED HEREIN. THE USE OR REPRODUCTION= OF THESE PLANS
r, y
CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED �'• '' ��1-UCC�: '
WITHOUT WRITTEN PERMISSION OF MM DESIGN IN COLLEGE STA, TX.
M—M DESIGN IS NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL�,"• 0 y ' '
' • ' ; • �• ' 'I'; NEW RAILING
FIRM.WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN
STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING
AND FOUNDATIONS. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THE'
DRAWING THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE
......,. .._ .._ .. I nnli v
DE (878.5- SQ.FT.)
(291.0 SO.FT.
DATE:
06/10/14
PROJECT:
CL -14-160
DRAWN:
SRM
CHECKED:
SRM
HEATED:
1/756.01P
SLAB:
0/000.0114
REVISION:
NONE
SHEET NUMBER
SHEET 03 OF 06
FLOCtlt� f=LAN
REFERENCE: NONE SCALE: %a'=I'-0"
CHURCH STREET
5 OF 5/8"
'K ON BAR
)R SIDE
UNG
AWNING
DEWALK
BRICK FACING
)EWALK
�RWko•
s� 6256 .•��
rF �F t�
j Jg-1s'
LUMBER
PROPERTY
SPAN
(ROUGH DRAFT
313
CHURCH ST.
3'-6" TO 6'-0"
TX. 77840
6'-0" TO 5'-0"
APPLICANT
RUSTY
RICHARDS
732
INWOOD DR.
8
)"AN, TX. 77802
7q-574-3323)
I�
I•��D�i� S�'�N�
LUMBER SIZE
SPAN
2x4
0'-0" TO 3'-6"
2x6
3'-6" TO 6'-0"
2x8
6'-0" TO 5'-0"
2x 10
V-0" TO 12'-0"
2x12
12'-0" TO 14'-0"
2x12 WITH %2' CD
14'-0" TO 16'-0"
PLY GLUED AND
NAILED.
ALL HEADERS #2 Y.P. OR BETTER
HANGING LIGHT
DUPLEX OUTLET 9- WALL HUNG LIGHT
`TI COUNTER TOP DUPLEX -{�- RECESSED LIGHT
4F { { GROUND FAULT INTERRUPT FLOOD LIGHT
wP WATER PROOF DUPLEX ® VENT
"GO CEILING DUPLEX VENT WITH LIGHT
F FLOOR DUPLEX O SMOKE/CARBON
MONOXIDE DETECTOR
220 VOLT OUTLET so SMOKE DETECTOR
$ SWITCH GAS OUTLET
$� 3 -WAY SWITCH T HOSE BIB
sr
G�ENEfR,4L 0TE5= (UNLESS OTHERWISE NOTED)
Ol ALL WINDOWS WITHI 1 2'-0" OF EXTERIOR DOOR SHALL BE MADE
OF TEMPERED GLASS.
02 DOORS SHALL BE V-! B" IN HEIGHT,
03 HEADERS ON FIRST (FLOOR SHALL BE 2x1219.
04 MECHANICAL OR NATURAL VENTILATION IS REQUIRED AT ALL
BATHROOMS AND UTILITY ROOMS.
05 WALLS AND CEILINGS SHALL BE GYPSUM BOARD.
06 FRAMING MATERIAL 'SHALL BE #2 S.Y.P. (K.D.15).
07 STRUCTURAL BEAMS AND HEADERS SHALL BE #2 S.Y.P. (K.D. 15)
05 FIRST FLOOR CEILING JOISTS SHALL BE BASED ON 20 POUNDS
PER SQUARE FOOT (P.S.F.) LIVE LOAD AND 10 POUNDS PER
SQUARE FOOT (P-S-F.DEAD LOAD UNLESS THEY SUPPORT
A SECOND FLOOR PARTITION. IN SUCH A CASE FIRST FLOOR
CEILING JOISTS SHALL BE BASED ON A 40 POUNDS PER SQUARE
FOOT (P.S.F.) LIVE i LOAD AND A 10 POUNDS PER SQUARE FOOT
OctALL STEEL SHALL NAVE A MINIMUM YIELD STRENGTH OF 36
KIPS PER SQUARENCH (K.S.I.).
10 A MINIMUM ,,CH' ENDALL BE PROVIDED OF ALL STRUCTURAL FOR
ND
VERTICAL
SUPPORT UNDER
ERR EEAG
HEADERS LONGER THAN 5'-011.
11 IF GAS HOT WATER HEATER IS TO BE USED AND IS NOT IN
ATTIC, THEN THE NOT WATER NEATER SHALL BE PLACED ON
A PEDESTAL 1'-6" ABOVE FINISHED FLOOR.
12 IIOV CONNECTIONS AND BATTERY BACKUP REQUIRED FOR
SMOKE DETECTORS''.
13 VENT ALL EXHAUST FANS TO THE OUTSIDE.
14 OUTLETS WITHIN A 6'-0" RADIUS OF A WATER SOURCE SHALL
BE GROUND FAULT INTERRUPT (G.F.I.)
15 PROVIDE ELECTRIC,( DISCONNECT FOR AIR CONDITIONING UNIT(S).
16 ALL IIOV OUTLETS TO BE TAMPER RESISTANT.
17 METAL STUDS ONLY, NO WOOD FRAMING. COMPLY WITH
NON-COMBUSTIBLE CONSTRUCTION
ALL DRAWINGS, PLANS(, AND SPECIFICATIONS ARE PROPERTY OF
MM DESIGN. PURCHAS'ER'S RIGHT 15 CONDITIONAL AND LIMITED
TO A To CONSTRUCT A SINGLE POJECT ON THE
STATED H RIME EIN. USE THE USE OR REPRODUCTION OR THESE PLANS LOT
CONCERNING ANY OTHER CONSTRUCTION 15 STRICTLY PROHIBITED
WITHOUT WRITTEN PERMISSION OF MM DESIGN IN COLLEGE STA, TX.
M -t-1 DESIGN IS NOT ENGINEERING FIRM NOR AN ARCHITECTURAL
FIRM. WE ARE NOT Q ALIFIED NOR ARE WE LICENSED TO DESIGN
STRUCTURAL FRAMING' OR FOUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE �;ONSULTED REGARDING STRUCTURAL FRAMING
AND FOUNDATIONS. SILITY FOR OULD AN ENGINEER'S SEAL BE PRESENT ON THE
DRAWING, THEN THE " NGINEER OF RECORD" SHALL BEAR THE 50LE
NOT BE HGN WILL
RESPONSIELD RESPONSIBLE FOR THE STRUCTURAL .DESIGN'HE STRUCTURAL DESIGN. rl-t-1 ( AND/OR
ANY PROBLEMS THAT IIMAY ARISE REGARDING THE DESIGN.
ull
DATE:
06/110/14
PROJECT:
CL -''114-160
DRAWN:
SRI" I
CHECKED:
SRM
HEATED:
1,75',8.0111
SLAB:
0100! 0.0'11
REVISION:
235EP14
13JANIS
SHEET NU
L01
a] r4-2:
_bN 12)
F 07 ,2;(
HANDI C
REFERENCE: 01/A -I i uv) 2 fRjR.
SGALE:1 =1'-0" REFERENCE: 01/A -I.1 SCALE.I"=I'-0"
a
v3 HANDICAP
REFERENCE: 01/A-1.1 SCALE: 0=I'-0"
GENERAL
REFERENCE: 01/A-1.1 SCALE: V= V-0"
RAP
'OSED
PES
0'. 4 FAR<ING
REFERENCE: 01/A-1.1 SCALE: 1"=i'-0"
SIGNAGE ELEVATION
REFERENCE: Ol/A-1.1
SCALE: I"=1'-0"
W.
�TF�OF
IJC.-"`sem
8..
0
i
06110/14
tV
-
DRAWN:
(n
CHECKED:
_I
N
21-011
Ot"22� KITC':
HEN & IN<
REFERENCE: 01)A -I. i
I, SCALE: 1"=I' -O"
M -M DESIGN IS NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN
STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONSU! TED REGARDING STRUCTURAL FRAMING
AND FOUNDATION. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THE
DRAWING, THEN THE "ENGIN R OF RECORD" SHALL BEAR THE SOLE
RESPONSIBILITY FOR THE 5 rUCTURAL DESIGN. M -M DESIGN WILL
NOT BE HELD RESPONSIBLE i OR THE STRUCTURAL DESIGN AND/OR
ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN.
i
DATE:
06110/14
PROJECT:
CL -14-116o
DRAWN:
SRM
CHECKED:
SRM
HEATED:
11758.010
SLAB:
01000.0',14
REVISION:
13JAN15,!
SHEET NUMBER,
Ao
A»
ro.,
SHEET 07 OF 07
f -
w
Lu
-1 -II Al .1,111
V1 HVAC FLAN
REFERENCE: NONE SCALE: Y4"=1'-0"
C"URC" STREET
ROPERTY
RO'IUGN DRAFT
3i3 '
,CHURCH ST.
C. S,. TX. 77840
APPLICANT
RUS, HARDS
732 INWOOD DR.
BRYAN, TX. 77,602
(q719-574-3323)
rQ
r,
UEE
J
I.
OL
OL
DEHALK
DATE: 06/10/14
PROJECT: CL -14-160
DRAWN: SRM
CHECKED: SRM
HEATED: { 758.O1p
SLAB: 0/000.0
REVISION: 23SEP14
ALL DRAWINGS, PLANS, AND SPIE CIFICATIONS ARE PROPERTY OF 13JAN15
MM DESIGN. PURCHASER'S RIG I T IS CONDITIONAL AND LIMITED
��. TO A ONE-TIME USE TO CONSTRUCT A SINGLE PROJECT ON THE LOT
.��•,•�;�••.,,' STATED HEREIN. THE USE ORREPRODUCTION OF THESE PLANS
�,•� �!%'' CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED
NITHOUT WRITTEN PERMISSION Q
NF MM DESIGN IN COLLEGE STA, TX. SHEET NUMBER
Cts "t M -M DESIGN IS NOT AN ENGIEERING FIRM NOR AN ARCHITECTURAL
FIRM. HE ARE NOT QUALIFIED MOR ARE HE LICENSED TO DESIGN
STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL
S�••. ,'� ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING
AND FOUNDATIONS. SHOULD AN NGINEER'S SEAL BE PRESENT ON THE
00
DRAWING, THEN THE "ENGINEER rOF RECORD" SHALL BEAR THE SOLE
RESPONSIBILITY FOR THE STRU MURAL DESIGN. M -M DESIGN HILL
NOT BE HELD RESPONSIBLE 1 FOR THE STRUCTURAL DESIGN AND/OR ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN.
SHEET 06 OF 07
w
w
V1 F22ILWkwol5ING FLAN
REFERENCE: NONE SCALE: %4"=1'-0"
CHURCH STREET
PUBLIC SIDEWALK
ALL DRAWINGS, PLANS, AND SPECIFICATIONS ARE PROPERTY OF
MM DESIGN. PURCHASER'S RIGHT IS CONDITIONAL AND LIMITED
TO A ONE—TIME USE TO CONSTRUCT A SINGLE PROJECT ON THE LOT
STATED HEREIN, THE USE OR REPRODUCTION OF THESE PLANS
CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED
WITHOUT WRITTEN PERMISSION OF MM DESIGN IN COLLEGE STA, TX.
M—M DESIGN IS NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN
STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING
AND FOUNDATIONS. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THE
DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE
RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M—M DESIGN WILL
NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR
ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN.
PROPERTY
ROUGH DRAFT
313 CHURCH ST.
C.S. TX. 778.40
APPLICANT
RUSTY RICHARDS
732 INNOOD DR.
BRYAN, TX. 77802
(iliq7q-574-3323)
y4TF OF
n
DATE:
06/10/14
PROJECT:
CL -14-160
DRAWN:
SRM
CHECKED:
SRM
HEATED:
1/758.014
SLAB:
0/000.014
REVISION:
23SEP14
13JAN15
SHEET NUMBER
SHEET 05 OF 07
Lu
Lu
(o
I
co
It
ELECT. WH
13'-2" L 4'-10"
ING
'PROPERTY
- R UGI DRAFT
313 CHURCH ST.
IF C.E. TX . 778.40
IN
MAIN
DISCONNECT
PANEL APPLICANT
(200 AMP)
RUe TY RICHARDS
73 1NW00D DR.
BRY� N, TX. 77802
(q7q-57,4-3323)
Q z
22'-4.1 -
PROJECT:
CL -14-160
DRAWN:
[4 >'
( I I NEW FANS
SRM
Lw 3
v
SLAB:
0, 000.0 tp
REVISION:
z a
((( LIGHT KITS
F-1
13JAN15
Ld
J F-
l7 O
cz J tV
X_l(�j
Q' W
I w ---a"
I /
SUB
200 AMPLu
P EL
RAMP
I
ICE MACHINE
KEG COOLER
11'-O" X e'-0"
30
LIQUOR DISPLAY
SERVICE AREA Zo
Iii I 1u UNDER CO OP
BART PE LIGHTS—
.� iIL
— — XALL
SYI (BCL L C �J - - HANGING LIGHT
z3011X721 DUPLEX OUTLET -{�}- WALL HUNG LIGHT
DART BOAR ��AREACOUNTER TOP DUPLEXRECESSED LIGHT
mENTRANCE
GFS{GROUND FAULT INTERRUPTEXIT LIGHT
12°68 FWDEXISTING wit 12 6 7' OFF FLOOR
6 68 DBL o e FWD it wad.{ WATER PROOF DUPLEX VENT
rDIMlENSIONS
FRDE V4ALt.S — — -- QUAD DUPLEX i VENT WITH LIGHT
I
EXI TING n DEDICATED CIRCUIT O SMOKE/CARBON
MONOXIDE DETECTOR
— — — — — — — — — — — — — — — — —— — — — — — — — EXISTING AWNING 220 VOLT OUTLET sD SMOKE DETECTOR
— — — — — — — — — — — — —
-- _----- $ SWITCH
GAS OUTLET
— — — — — — —i— — — — — — — —i— — — — — — — — — — — — — —
-------� $3 3 -WAY SWITCH
TV CABLE
t7---LECTRICAL FLAN
REFERENCE: NONE SCALE: %4"=1'-0"
CHURCH STREET
GENERAL NOTES (UNLESS OTHERWISE NOTED)
Ol 220V CIRCUIT TO KEG COOLER
02 ALL QUAD RECEPTICLES 7' OFF ILOOR
03 IIOV DEDICATED RECEPTICLES FOR ICE MACHINE
04 MECHANICAL OR NATURAL VENTILATION IS REQUIRED AT ALL
BATHROOMS.
05 (2) NEW EXIT SIGNS WITH FROG 'EYES
06 (4) 0 FLO FIXTURES FOR 2AM CLOSING
07 (5) DED IIOV RECEPTICLES AT LOCATIONS TBD
08 (3) LED STRIP LIGHTS UNDER BAR
09 (2) J BOXES FOR FUTURE CEILIING FANS
ALL DRAWINGS, PLANS, AND SPECIFIdATIONS ARE PROPERTY OF
MM DESIGN, PURCHASER'S RIGHT IS IGONDITIONAL AND LIMITED
TO A
STATED HERIME EIN. USE TO CONSTRUCT THE USE OR REPRO SINGLE PROJECT ON THE LOT
L+:'Y ,DUCTION OF THESE PLANS
`CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED
WITHOUT WRITTEN PERMISSION OF Mr i DESIGN IN COLLEGE STA, TX.
M -M DESIGN IS NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
FIRM. WE ARE NOT QUALIFIED NOR A2E WE LICENSED TO DESIGN
�>`''•.•625�2.••' •�y STRUCTURAL FRAMING OR FOUNDATIO 15. A LICENSED PROFESSIONAL
�rE ENGINEER ONG
F �ANDFOUNDATIONS. BSHOULD AN ENGINEER'S E CONSULTED REGARDING
SEAL BE PRESENT ON STRUCTURAL I THE
DRAWING, THEN THE "ENGINEER OF Rl `CORD" SHALL BEAR THE SOLE
RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M -M DESIGN WILL
NOT BE HELD RESPONSIBLE FOR THETRUCTURAL DESIGN AND/OR
ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN,
DATE:
06/10/14
PROJECT:
CL -14-160
DRAWN:
SRM
CHECKED:
SRM
HEATED:
1/758.00
SLAB:
0, 000.0 tp
REVISION:
23SEP14
13JAN15
SHEET NUMBER
3,rl
SHEET 04 OF 07
cab
111
0 TO S' TRANSP. FACADE
BRI K
STUCCO (q9.8 SO.FT.)
BRICK
CHURCN STREET
F—FRONT ELt:—____VAT10N
REFERENCE: OVA -1.1 SCALE: %4'-1'-0"
TRANSPARENCY (210.85 SO. FT.)
0 TO 8' TRANSP. FACADE
8'N( --,HT. STUCCO (G2.00 SO.FT.
EXISTING AWNING
BRICK WAINSCOT
NEW RAILING
NSP.'FAC
ALL DRAWINGS, PLANS, AND SPECIFICATIONS ARE PROPERTY OF
MM DESIGN. PURCHASER'S RIGHT IS ,CONDITIONAL AND LIMITED
TO A ONE—TIME USE TO CONSTRUCT A -SINGLE PROJECT ON THE LOT
STATED HEREIN. THE USE OR—REPRODUCTION OF THESE PLANS
CONCERNING ANY OTHER CONSTRUCTION 15 STRICTLY PROHIBITED
WITHOUT WRITTEN PERMISSION OF MM DESIGN IN COLLEGE STA, TX.
M—M DESIGN IS NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN
STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING
AND FOUNDATIONS. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THE
DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE
RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M—M DESIGN WILL
NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DE51GN AND/OR
ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN.
BRICK(173.ql SO.FT.)
0 TO 8' TRANSP. FACADE
ADDED BRICK, (""2q.4 SO.FT.)
(203-31 OF 878.41 TOTAL) = 23.1
STUCCO (gg.8 = 20.6%)
TRANSPARENCY (210.55 = 43.5%)
BRICK (173.81 = 35.8%)
TRANSP. FACADE (484.(0 =100%)
TRANSP. FACADE (484.G SO.FT.)
RANSPA
BRICK (5 2.2
ENCY (G3.2 SQ
CI—IECKED:
SRM
HEATED:
1,758.0
SLAB:
o,000.oa
REVISION:
INWOOD DR.
BRYAN,
TX. -77802
(q7q-574-3323)
I
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BRICK
CHURCN STREET
F—FRONT ELt:—____VAT10N
REFERENCE: OVA -1.1 SCALE: %4'-1'-0"
TRANSPARENCY (210.85 SO. FT.)
0 TO 8' TRANSP. FACADE
8'N( --,HT. STUCCO (G2.00 SO.FT.
EXISTING AWNING
BRICK WAINSCOT
NEW RAILING
NSP.'FAC
ALL DRAWINGS, PLANS, AND SPECIFICATIONS ARE PROPERTY OF
MM DESIGN. PURCHASER'S RIGHT IS ,CONDITIONAL AND LIMITED
TO A ONE—TIME USE TO CONSTRUCT A -SINGLE PROJECT ON THE LOT
STATED HEREIN. THE USE OR—REPRODUCTION OF THESE PLANS
CONCERNING ANY OTHER CONSTRUCTION 15 STRICTLY PROHIBITED
WITHOUT WRITTEN PERMISSION OF MM DESIGN IN COLLEGE STA, TX.
M—M DESIGN IS NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN
STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING
AND FOUNDATIONS. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THE
DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE
RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M—M DESIGN WILL
NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DE51GN AND/OR
ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN.
BRICK(173.ql SO.FT.)
0 TO 8' TRANSP. FACADE
ADDED BRICK, (""2q.4 SO.FT.)
(203-31 OF 878.41 TOTAL) = 23.1
STUCCO (gg.8 = 20.6%)
TRANSPARENCY (210.55 = 43.5%)
BRICK (173.81 = 35.8%)
TRANSP. FACADE (484.(0 =100%)
TRANSP. FACADE (484.G SO.FT.)
RANSPA
BRICK (5 2.2
ENCY (G3.2 SQ
CI—IECKED:
SRM
HEATED:
1,758.0
SLAB:
o,000.oa
REVISION:
INWOOD DR.
BRYAN,
TX. -77802
(q7q-574-3323)
REVIEWED FOR
COMPLIANCE
SIS
JAN COLiar.i.ar. -) itii ION
2 2
)EVELOPMEN
BRICK (52.2 SO.F-T
73.E OF 2c11-0
.) A
.) ADDED
TOTAL) _
SECOND ST
LEFT 51 F=-oo
REFERENCE: 01/A—I.1
0 TO 8' TRANSP. F
PROPERTY
ROUGAPPLICANT
H DRAFT
313 CHURCH 1ST .
C.S. TX . 77840
RU �15 TY R i CHAR DS
73 I1
28
1
SCALE: %4"=1'-0"
T.)
21.4 so. FT.
0 TO 8' TRANSP. FACADE
NEW RAILING
21.4 so. FT.
25.3
E (177.4 SQ.FT.)
EETL I
'C SERVICES
11�
DATE: 06/10/14
PROJECT: CL-14—IE
DRAWN: SRM
SHEET NUMBER
SHEET 03 OF
CI—IECKED:
SRM
HEATED:
1,758.0
SLAB:
o,000.oa
REVISION:
23SEP14
13JAN15
SHEET NUMBER
SHEET 03 OF
CHURCH
STREET
FRONT ELEVAT"ION
r/i
REFERENCE: Ol/A-1.1
SCALE: %4'=1'-O"
SECOND STREET
'R t=f�
IV .9 1
Jo'r L T 511D
(/J t� f��LEVATION
SCALE: 4"=1'-0"
n ;4
2vts �.
JAN ,2 2 M
CULLcur: J iAi iUN
DEVELOPMENT SERVICES
PLAT FILED:
ALL DRAWINGS, PLANS, AND SPECIFICATIQNS ARE PROPERTY OF
MM DESIGN. PURCHASER'S RIGHT IS CONDITIONAL AND LIMITED
TO A ONE-TIME USE TO CONSTRUCT A S,NGLE PROJECT ON THE LOT
STATED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS
CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED
WITHOUT WRITTEN PERMISSION OF MM DHSIGN IN COLLEGE STA, TX.
M -M DESIGN IS NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN
STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING
AND FOUNDATIONS. SHOULD AN ENGINEERS SEAL BE PRESENT ON THE
DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE
RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M -M DESIGN WILL
NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR
ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN.
PROPERTY
'ROUGH DRAFT
� 13 CHURCH ST.
C.S. TX. 77840
APPLICANT
USTY RICNARDS
32 INWOOD DR.
BRYAN,
TX. 77802
�q7q-574-3323)
f
2vts �.
JAN ,2 2 M
CULLcur: J iAi iUN
DEVELOPMENT SERVICES
PLAT FILED:
ALL DRAWINGS, PLANS, AND SPECIFICATIQNS ARE PROPERTY OF
MM DESIGN. PURCHASER'S RIGHT IS CONDITIONAL AND LIMITED
TO A ONE-TIME USE TO CONSTRUCT A S,NGLE PROJECT ON THE LOT
STATED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS
CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED
WITHOUT WRITTEN PERMISSION OF MM DHSIGN IN COLLEGE STA, TX.
M -M DESIGN IS NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN
STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING
AND FOUNDATIONS. SHOULD AN ENGINEERS SEAL BE PRESENT ON THE
DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE
RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M -M DESIGN WILL
NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR
ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN.
PIPESll
�t
� O
NLO-
_I m
N
N
ANfFR.t7z;�lv
f a o : n
-5
REFERENCE: 01/A- I.1 SCALE: 1"=1'-0" REFERENCE: 01/A-1.1 SCALE: I"=1' -0"
HA
N D f AVr
REFERENCE: OI/A-1.1 SCALE: 0=1'-0"
f
REFERENCE: 01/A-1.1
f N A
0 GENE JAL a a L E VAT f ON
• 1 REFERENCE: OVA -1.1
N
REFERENCE: 01 /A-1. l SCALE: I"=1' -0"
e
WN
a
5 f N
SCALE: l"=1'-0"
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N
sa.
_I
N
m-
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05 I ief
REFERENCE: 01/A-1.1
..:.... DATE- 06/10/14
weo PROJECT: CL -14-160
.�' Sr;�,�► DRAWN: SRM
CHECKED: SRM
!-I FATE D : 1/758.00
' •..sz§ °' SLAB: 01000.01P
REVISION: NONE
z3
-1L1
II HEET NUMBER
M -M DESIGN 15 NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN
STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING
AND FOUNDATION. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THE
DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE
RESPONSIBILITY FOR THE STRU URAL DESIGN. M -M DESIGN WILL
NOT BE HELD RESPONSIBLE FORITHE STRUCTURAL DESIGN AND/OR
ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN.
SHEET 07 OF 07
_ ,,,,
sa.
as
�
J
'r-, lo%o �o
05 I ief
REFERENCE: 01/A-1.1
..:.... DATE- 06/10/14
weo PROJECT: CL -14-160
.�' Sr;�,�► DRAWN: SRM
CHECKED: SRM
!-I FATE D : 1/758.00
' •..sz§ °' SLAB: 01000.01P
REVISION: NONE
z3
-1L1
II HEET NUMBER
M -M DESIGN 15 NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN
STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING
AND FOUNDATION. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THE
DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE
RESPONSIBILITY FOR THE STRU URAL DESIGN. M -M DESIGN WILL
NOT BE HELD RESPONSIBLE FORITHE STRUCTURAL DESIGN AND/OR
ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN.
SHEET 07 OF 07
_ ,,,,
CHURCH STREET
DEWALK
PtzOPETZTY
34ILLffi98!
ROUGH
DRAT
313
CHURCH ST.
DRAWN:
SRM
C.S,
TX. 77840
ApIS
PLICANT
I
RUSTY
RICNARDS
732
'INWDOD DR.
BRYAN,
TX. 77802
(q7qi
-574-3323)
c�_23 if
ALL DRAWINGS, PLANS, AND SPECIFICATIONS ARE PROPERTY OF
MM DESIGN. PURCHASER'S RIGHT IS', CONDITIONAL AND LIMITED
TO A ONE-TIME USE TO CONSTRUCT 'IA SINGLE PROJECT ON THE LOT
STATED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS
CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED
WITHOUT WRITTEN PERMISSION OF Mill DESIGN IN COLLEGE STA, TK.
M -M DESIGN IS NOT AN ENGINEERINGI FIRM NOR AN ARCHITECTURAL
FIRM. WE ARE NOT QUALIFIED NOR RE WE LICENSED TO DESIGN
STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONSULTED RARDING STRUCTURAL FRA
M►NG
AND FOUNDATIONS. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THE
DRAWING, THEN THE "ENGINEER OF CORD" SHALL BEAR THE SOLE
RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M -M DESIGN WILL
NOT BE HELD RESPONSIBLE FOR THEI STRUCTURAL DESIGN AND/OR
ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN.
xt. :.
r
34ILLffi98!
DATE:
06/10/14
PROJECT:
CL -14=160
DRAWN:
SRM
CHECKED:
SRM
HEATED:
1, 75B.01P
SLAB:
01000.00
REVISION:
23SEP14
CHURCH STREET
ALL DRAWINGS, PLANS, AND SPECIFICATIONS ARE PROPERTY OF
MM DESIGN. PURCHASER'S RIGHT IS CONDITIONAL AND LIMITED
TO A ONE-TIME USE TO CONSTRUCT A SINGLE PROJECT ON THE LOT
STATED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS
CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED
WITHOUT WRITTEN PERMISSION OF MM DESIGN IN COLLEGE STA, TX.
M -M DESIGN IS NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN
STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING
AND FOUNDATIONS. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THE
DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE
RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M -M DESIGN WILL
NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR
ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN.
PROPERTY
'ROUGH DRAFT
313 CHURCH ST.
'C.S. TX. 77840
APPLICANT
RUSTY FZICNARDS
732 IN
WQOp DR.
BRYAN, TX. 7702
(q7q-574-3323)
DATE:
06/10/14
PROJECT:
CL -14-160
DRANN:
SRM
CHECKED:
SRM
HEATED:
1, 758.0 �p
SLAB:
0, 000.0 1P
REVISION:
23SEP14
SHEET NUMBERtl6
w
4,rl
MRi
210 cFr► � ' I
4'-10"
ROOF
INC DPAIN
MAIN
DISCONNECT
o e PANEL
(200 AMP)
_x I T
-'LED
6"LED / 6"LED '� I I 6'LED
co
6"LED i.
I
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- MEN RR�d
32"
/. $$
ELECT. WH
III
Ali
III I /
X II
v1.
Q 6_Oy Q NEW
FANS
11'-4"Z Q Z LIGHT KTS
q Q — � Ui l I M
i z q
SUB
200 AMP
Lu
LLJ
PANEED L
�iLQii i/ ///P//i//i %J// r�<9/;/
/ �/AICE MACHINE i t t"N
r - LIQUOR DISPLAY/ I I v Q EW FANS
I % STORAGE � KEG COOLER�
6'-0" X 8'-O"
III -11'-0"X
HT KITS l
i (j j4;C 3p \� `-- -- -- I 3"L D%
co -------_ss SERVICE ARE, 101
o� � —
I
UNDER COUNTER ROPE LIGHTS — — — — — — — — ---
zwBAR TOP
0
6 a I \I 3111- D
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`oi Ir — — — ------ ��---- — -� — _ •5`r� 0L LE END', HANGING LIGHT
Z DUPLEX OUTLET -(}-
WALL HUNG LIGHT
30"X72" T
DART BOARD..cr
AREA y O
COUNTER TOP DUPLEX -- RECESSED LIGHT
(� o ENTRANCE �
GROUND FAULT INTERRUPT EXIT LIGHT
° e EXISTING ALL Q AD 7' OFF FLOOR
,
'�//�� 12 FWD 12°60 FWD r WP WATER PROOF DUPLEX VENT
J ,-, - i c,
/''%////,'%%'.';"Y//:/ii%/ //1 ': i%/,;;i/ �/;%/.%!/////•.,�;/.%;!%//,%%'/.:4i1%%iY%//%%//f//i%/�T%: i,i.� !,';i ,//!.i %///ii , �/,%///'.4i/.li/%J;'%iii'cJ
QUAD DUPLEX VENT WITH LIGHT
- DEG
DEDICATED CIRCUIT sc SMOKE/CARBON
MONOXIDE DETECTOR
— -
12!--2 — — — _ _ — �- �� EXISTING AWNING Nt 220 VOLT OUTLET sa SMOKE DETECTOR
--- ------------- ---18_2------------- ---
58' -0"
$ SWITCHGAS OUTLET
— — — — — — — — — — — — — -
- — — — — — — — — — — — — — — — — —i— — — — — — — —i— — _
I — — — — — — — I $3 3 -WAY SWITCH TV CABLE
GENE AL NOTES.':, (UNLESS OTHERWISE NOTED)
01 220V CIRCUIT TO KEG COOLER
02 ALL QUAD RECEPTICLES 7' OFF (FLOOR
03 IIOV DEDICATED RECEPTICLES I R ICE MACHINE
04 MECHANICAL OR NATURAL VENTILATION IS REQUIRED AT ALL
BATHROOMS.
05 (2) NEW EXIT SIGNS WITH FROG EYES
06 (4) G' FLO FIXTURES FOR 2AM CLOSING
' v I � � � STREET
07 (5) DED I IOV RECEPTICLES AT ,LOCATIONS TBD
08 (3) LED STRIP LIGHTS UNDER BAP.
`_0 44 Oq (2) J BOXES FOR FUTURE CEILING FANS
ECTFR
ALL DRAWINGS PLANS AND SPECIFICATIONS ARE
CAL r r PROPERTY OF
ANMM DESIGN. PURCHASER'S RIGHT ISI' CONDITIONAL AND LIMITED
'��'' •�'�• '' TO A ONE-TIME USE TO CONSTRUCT'A SINGLE PROJECT ON THE LO
OF '15 STATED HEREIN, THE USE OR REPRODUCTION OF THESE PLANS T
REFERENCE: NONE SCALE: %"=I'-0" mrrrtCONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED
1 WITHOUT WRITTEN PERMISSION OF M11 DESIGN IN COLLEGE STA, TX.
M -M DESIGN IS NOT AN ENGINEERING(, FIRM NOR AN ARCHITECTURAL
FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN
STRUCTURAL FRAMING OR FOUNDATIQNS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING
AND FOUNDATIONS. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THE
DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE
RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M -M DESIGN WILL
NOT BE HELD RESPONSIBLE FOR THE(STRUCTURAL DESIGN AND/OR
ANY PROBLEMS THAT MAY ARISE RE,�ARDING THE DESIGN.
PROPERTY
06/10/14
RO�JGH
DRAFT
313
CHURCH ST.
C.S1.
TX. 77640
X�PPLICANT
1,758.0*
RUSHY
RICHARDS
732
I NHOOD DR.
BRY
N, TX. 77302
(q701-574-3323)
DATE:
06/10/14
PROJECT:
CL -14-160
DRAWN:
SRM
CHECKED:
SRM
HEATED:
1,758.0*
SLAB:
0/000.01p
REVISION:
23SEP14
PROPERTY
I
ROUGH
DRAFT
I
313
CHURCH ST.
C. S.
TX. 77840
APPLICANT
ARE PROPERTY OF
(CONDITIONAL AND LIMITED
RUSTY
RICHARDS
732 INNOOD
DR.
BRYA
TX. 77802
Q V
07
574-3323)
I
DATE:
06/10/14
SECOND STREET
f�
a
A7%i )kti 3�w,
f
Ul 4—
ALL DRAWINGS, PLANS, AND SPECIFICATIONS
MM DESIGN. PURCHASER'S RIGHT IS
ARE PROPERTY OF
(CONDITIONAL AND LIMITED
LEi`�T
REFERENCE: 01/A-I.I
&IDE
ELE\/ATo=))Nl(-'TO
SCALE: %4"-V-0"
A ONE-TIME USE TO CONSTRUCT
STATED HEREIN. THE USE OR REPRODUCTION
CONCERNING ANY OTHER CONSTRUCTION
WITHOUT IARITTEN PERMISSION OF MhI
M -M DESIGN 15 NOT AN ENGINEERING
A SINGLE PROJECT ON THE LOT
OF THESE PLANS
IS STRICTLY PROHIBITED
DESIGN IN COLLEGE 5TA, TX,
FIRM NOR AN ARCHITECTURAL
Q V
FIRM. WE ARE NOT QUALIFIED NOP. ARE
WE LICENSED TO DESIGN
STRUCTURAL FRAMING OR FOUNDATIONS.
ENGINEER SHOULD BE CONSULTED REGARDING
AND FOUNDATIONS. SHOULD AN ENGINEER'S
DRAWING, THEN THE "ENGINEER OF RECORD"
RESPONSIBILITY FOR THE STRUCTURAL
NOT BE HELD RESPONSIBLE FOR THE
A LICENSED PROFESSIONAL
STRUCTURAL FRAMING
SEAL BE PRESENT ON THE
SHALL BEAR THE SOLE
DESIGN. M -M DESIGN WILL
ISTRUCTURAL DESIGN AND/OR
r
its
ANY PROBLEMS THAT MAY ARISE REARDING
THE DESIGN.
x'
I
DATE:
06/10/14
PROJECT:
f�
a
A7%i )kti 3�w,
f
Ul 4—
HEATED:
1, 756.01P
SLAB:
01000.00
REVISION:
23SEP14
/i�p NF
Q V
r
its
x'
y
W t9
I
DATE:
06/10/14
PROJECT:
CL -14-160
DRAWN:
SRM
CHECKED:
SRM
HEATED:
1, 756.01P
SLAB:
01000.00
REVISION:
23SEP14
CHURCH STREET
REFERENCE: NONE SCALE: %4"=I'-0"
ALL HEADERS #2 Y.P. OR BETTER-
� �
PROPERTY
2x 2 S.
MECHANICAL OR NATURI L VENTILATION IS REQUIRED AT ALL
,ROUGH DRAFT
WALL HUNG LIGHT .
313 CHURCH ST.
cro COUNTER TOP DUPL
C. S. TX. 77840
APPLICANT
R,
USTY RICHARDS
WATER PROOF DUPLEX
X32 1NV400D DR.
'RYAN, TX. 77802
VENT WITH LIGHT
07q-574-3323)
CHURCH STREET
REFERENCE: NONE SCALE: %4"=I'-0"
ALL HEADERS #2 Y.P. OR BETTER-
� �
D = -y- HANGING LIGHT
2x 2 S.
MECHANICAL OR NATURI L VENTILATION IS REQUIRED AT ALL
DUPLEX OUTLET9-
WALL HUNG LIGHT .
cro COUNTER TOP DUPL
X - RECESSED LIGHT
cF GROUND FAULT INT
RRUPT FLOOD LIGHT
05
WATER PROOF DUPLEX
VENT
c"10 CEILING DUPLEX
VENT WITH LIGHT
FRAMING MATERIAL SHALL BE #2 S.Y.P. (K.D.15).
- - Fr 0 FLOOR DUPLEX
sc SMOKE/CARBON
07
05
MONOXIDE DETECTOR
�220 VOLT OUTLET
T
sn
O SMOKE DETECTOR
$ SWITCH
T GAS OUTLET
3 -WAY SWITCH
NB
HOSE BIB
II
NL NETS:
�Ii
I
(UNLESS OTHERWISE NOTED)
01 ALL WINDOWS WITHIN 2
-0" OF EXTERIOR DOOR SHALL BE MADE
OF TEMPERED GLASS.
02 DOORS SHALL BE 6'-S"
IN HEIGHT.
CEILING JOISTS SHALL BE BASED ON A 40 POUNDS PER SQUARE
03 HEADERS ON FIRST FL
OR SHALL BE I '
A PEDESTAL I'-6" ABOVE FINISHED FLOOR. O
12 IIOV CONNECTIONS AND BATTERY BACKUP REQUIRED FOR
SI" (OKE DETECTORS.
13 VENT ALL EXHAUST FANS TO THE OUTSIDE.
14 OUTLETS WITHIN A 6'-0" RADIUS OF A WATER SOURCE SHALL
BE GROUND FAULT INTERRUPT (G.F.I.) LNR
6/10/14
15 PROVIDE ELECTRIC DISCONNECT FOR AIR CONDITIONING UNIT(S). L-14-160
16 ALL IIOV OUTLETS TO BE TAMPER RESISTANT. RM
17 METAL STUDS ONLY, NO WOOD FRAMING. COMPLY WITH RI"(
NON-COMBUSTIBLE CONSTRUCTION
758.0
--- , 000.03SEP1ALL DRAWINGS, PLANS, AND SPECIFICATIONS AREPROPERTYOF
MM DESIGN. PURCHASER'S RIGHT IS CONDITIONAL AND LIMITED
itTO A ONE-TIME USE TO COI�ISTRUCT A SINGLE PROJECT ON THE LOT,,
STATED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS
CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED
WITHOUT WRITTEN PERMISSION OF MM DESIGN IN COLLEGE STA, TX. SHEET NUMBER,!
*,9q'm4• M -M DESIGN IS NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN
STRUCTURAL FRAMING OR F�DUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING
AND FOUNDATIONS. SHOULD �JAN ENGINEER'S SEAL BE PRESENT ON THE
�/~ r DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE
RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M -M DESIGN WILL
NOT BE HELD RESPONSIBLE I FOR THE STRUCTURAL DESIGN AND/OR
ANY PROBLEMS THAT MAY IAI RISE REGARDING THE DESIGN,
SHEET 01 OF 07
_, r'
04
2x 2 S.
MECHANICAL OR NATURI L VENTILATION IS REQUIRED AT ALL
BATHROOMS AND UTILITY ROOMS.
05
WALLS AND CEILINGS SHALL BE GYPSUM BOARD.
(LING
06
FRAMING MATERIAL SHALL BE #2 S.Y.P. (K.D.15).
07
05
STRUCTURAL BEAMS AND HEADERS SHALL BE #2 S.Y.P. (K.D.
FIRST FLOOR CEILING JOISTS SHALL BE BASED ON 20 POUNDS
AWNING
PER SQUARE FOOT (P. F.) LIVE LOAD AND 10 POUNDS PER
SQUARE FOOT (P.S.F.)',DEAD LOAD UNLESS THEY SUPPORT
A SECOND FLOOR PARTITION. IN SUCH A CASE FIRST FLOOR
IDEWALK
CEILING JOISTS SHALL BE BASED ON A 40 POUNDS PER SQUARE
FOOT (P.S.F.) LIVE LOAD AND A 10 POUNDS PER SQUARE FOOT
IIS
Oq
ALL STEEL SHALL NAVE A MINIMUM YIELD STRENGTH OF 36
KIPS PER SQUARE INCH (K.S.I.).
-
10
A MINIMUM OF (2) 2x4's SHALL BE PROVIDED FOR VERTICAL
BRICK FACING
SUPPORT UNDER EACH '''END OF ALL STRUCTURAL BEAMS AND
HEADERS LONGER THAN V-0".
II
IF GAS NOT WATER HEATER IS TO BE USED AND IS NOT IN
)EWALK
ATTIC THEN THE NOT WATER NEATER SHALL BE PLACED N
A PEDESTAL I'-6" ABOVE FINISHED FLOOR. O
12 IIOV CONNECTIONS AND BATTERY BACKUP REQUIRED FOR
SI" (OKE DETECTORS.
13 VENT ALL EXHAUST FANS TO THE OUTSIDE.
14 OUTLETS WITHIN A 6'-0" RADIUS OF A WATER SOURCE SHALL
BE GROUND FAULT INTERRUPT (G.F.I.) LNR
6/10/14
15 PROVIDE ELECTRIC DISCONNECT FOR AIR CONDITIONING UNIT(S). L-14-160
16 ALL IIOV OUTLETS TO BE TAMPER RESISTANT. RM
17 METAL STUDS ONLY, NO WOOD FRAMING. COMPLY WITH RI"(
NON-COMBUSTIBLE CONSTRUCTION
758.0
--- , 000.03SEP1ALL DRAWINGS, PLANS, AND SPECIFICATIONS AREPROPERTYOF
MM DESIGN. PURCHASER'S RIGHT IS CONDITIONAL AND LIMITED
itTO A ONE-TIME USE TO COI�ISTRUCT A SINGLE PROJECT ON THE LOT,,
STATED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS
CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED
WITHOUT WRITTEN PERMISSION OF MM DESIGN IN COLLEGE STA, TX. SHEET NUMBER,!
*,9q'm4• M -M DESIGN IS NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN
STRUCTURAL FRAMING OR F�DUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING
AND FOUNDATIONS. SHOULD �JAN ENGINEER'S SEAL BE PRESENT ON THE
�/~ r DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE
RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M -M DESIGN WILL
NOT BE HELD RESPONSIBLE I FOR THE STRUCTURAL DESIGN AND/OR
ANY PROBLEMS THAT MAY IAI RISE REGARDING THE DESIGN,
SHEET 01 OF 07
_, r'
U CCC /-4Z I (o 0 �--DQ o .
STUCC
' r, rt �',, 1, ,•.�• , ' ' •',, ,,r; '' ,r•'; '''. ti' ''' r ,r, rr .. !',''•r r' - - -
d EXh5T�N�i,, STUCCO
•r. .. � r r ,r r•1, r r r r5, r ,r r ti' ,'
' . • r. ' ri{. • ' r�1'r ''r r r r .• •.Yr '.• 1r . ' . 1 . ' .• r ' r ' '1. ' „' r' • • • r. •. . , r r .�. ...,
•5', ir, r„'",, rr r !' � r� ,r „i r••r,, ', r.. ' r r•r r'.r r r .• .r r- ,r ' • rr 4rr ,, .) -
EXISTING AWNING
'r r� r '1 , ' •r rti 5 , o , r. n i t • • 1 • . r r r ' 1• r . r r r r ,
EXISTING STUCCD
r ''` II r '' 1' .•t, "t ,r r.. r' r.r r r '.�', �' � r' '• -
NEW BRICK WAINSCOT
-
I r _ e
7
In
NEW RAILING
T3:
_I
0 (193.0 SO -'F -T.)
PROPERTY
OG/10/14
R06GH
DRAFT
SP.1'1
313
CH U RCS{ ST.
C.s
TX. 77640
APPLICANT
0,000.01p
RUSTY
I
RICHARDS
732
I NNOOD DR.
B 1? Y
N, TX. 77802
(q7q:-574-3323)
TRAN SPAR ENC""r (21.0.84 SO.FT.)
BRICK (IC�.�II SO.FT.)
FACADE (878.4q
STUCCO (421.68 48%)
TR NSPARENCY 210.8.4 = 24%
BRICK (166.91
MOULDING (79.0( 9%)
TOTAL FACADE (878.49 =100%)
T(
OG/10/14
F
CL-14-iG0
SP.1'1
SRM
HEATED:
1, 758.010
SLAB:
0,000.01p
REVISION:
23S!-fP14-.
i
STUCCO (421-G8 SO.FT.)
STUCCO (153.0'
8' HGHT. STUCCO (G2.
r•
X *Ta 1 '. ST[JCGO +
SO. FT.
SQ. FT.
PROPERTY
ROUGH DRAFT
313 CHURCH ST.
C. S. TX. 77840
APPLICANT
RUSTY RICNARDS
732 INWOOD DR.
BRYAN, TX. 77802
(q7q-574-3323)
EXISTING AWNING
'(57.2 SO.FT.)
EXISTING STUCCO ` ;•J + e-PARENC)""'
• ,
•; .; .J �-a- NTRANS
EW BRICK
WAINSCOT
i
MMI
i
NEW RAILING
I
;
BRICK
NEW
BRICK,BRICK SO.FT.)
CtURC STREET"'•
A I
LJL
1 i J 'STUCCO ;
AF gr I
TION-EL=EVA'- ,•, '
0 TO 8' TRANSP. FACADE
REFERENCE: 0I /A- I . i SCALE:
r ONE WINE
Mom
NOW
��_����������■ �� .- �. • itts•�1�tt�L�t�i I�.����J.�1 .■ii iii
("liwiI,,",'."I ■i...t�!
NINE am a_- i -El ■ ■ME mg
u .taml
i
---IMMMMMMM----------`if
—mi
' �� ice.■—.. ■n m.a Mfg moml
ME ME
0 MEN
if
NOMINEES= Emil
TRANSPARE�: C'**Ir o . 8- SO.FT.)
SECOND STREET
AF
LEFT 51DE
ELEVATION
vool REFERENCE: 01 /A-1.1 SCALE: 4"=V-0"
E3 R I C r, (1(o(o:�,91 SQ.FT.)
o— STUCCO (153.05 = 52.6%)
STUCCO (421.68 - 48% ) 0 TO 8' TRANSP. FACADE
CY (57.2 = 1q.65%)
TR NSPARENCY 210.84 = 24%
\ STUCCO (62.7 = 3q.1%)
o i �
BRICK (50.q
BRICK (166 . q i = i q%
TRANSPARENCY (57.2 = 32.2%)
s
MOULDING 7q.06 = q%) 50.q = 25.7%)I"fOULDINC (2q.85 = 10.25%)
( BRICK (
q =100%) TOTAL FACADE (291.0 =100%)
TOTAL FACADE (878.4
TR N5P. FACADE (177.4 =100%)
0
sle
i
TOTAL FACADE (2ql .0 SO. F .
v
S\
e A SQ♦FTOTAL AC (177.4
E �o
TRANSP.
FACADE (87B.4cl S
i
i
k A
DATE:
06/10/14
PROJECT:
CL -14-160
DRAWN:
SRM
CHECKED:
SRM
HEATED:
1 1758.0$
SLAB:
0/000.01p
REVISION:
23SEP14
29OCT14
SHEET NUMBER
SHEET 03 OF 07
0 TO 8' TRANSP. FACADE
NW
BRICK
MISS
•
_
NMI =M111-1011 III
i_.1.1__i..,.-mal,- /f --- —J U_._J ■_,:01111 ---_--__ _�_-_.-.-------_-----------.---:—_
mw
I�t_1_./�t�t/ II Sam ■■■ ■,.■ --�: •--� t�--J L./J. _. _.i_... _I��...1WE
Ex )-v ----1-son
-----
�...f_.._:�f_.I . •-��� ■■■■ ■■'■ _:-•.-1-:-... �1�.,....��. (�.. �i_S_■■_, 1--t--i-tt....�1__.1
f. a.�_f�.. _.. 1,1 ..�. ---! „ ■■■■ ■■- •---"-•---'-.. �It�■I _,_. .�'i_■ai�'� �a�ttl �.I tl■._t.■-1--..I �,�f1a1■
_ttl. ,ttl OEM) ttl.■■�:,t�.atlt■_ t:__I__t-f--•--�- _t-�Ilt�._.tl _I �.
_.-1_t1■__1__. ■ ■t. �, ■■. _�_■■t■.r_:_■■_It�;.tti/■�I). ft��■moi t/: �.■_i _._ ��I�t�tti �1__ti _
I_.i,t�_I�tl�t _.� 11 ■_.� ■-�? ■.. _I_ � ■�7�__■■moi_;_■I _I_ ■■�ifr ,- t�t�.-_!tl■._.tl� 1mcmr.'"Mr'■
�.t�f__t__I�ti: � .. ��w■�1_)�o■�f_.�■■_ ■■�1 I�:_.tl �l� int■�J__t-�A
1_tit�_1�-.t__ -1 �_.� .� ��" "."' ■tr 11 _�1. "'., "',1 ,,,, ,/// �f -�- i `�■:■�i� Itt1■.■_i_._■■_�_.._.. _��.� r.� ammo �l _.tt1.__I__.t.I_I
■w1.
NW
BRICK
CHURCH STREET---
FRONT
REFERENCE: Ol/A-1.1 SCALE: %4'=1'-0"
TRANSPARENCr (210.85 SQ.FT.)
0 TO 8' TRANSP. FACADE
HGHT. STUCC
(G2. 0 SO. FT.
EXISTING AWNING I i
SPARENC
N BRICK WAINSCOT
NEW RAILING
ALL DRAWINGS, PLANS, AND SPECIFICATIONS ARE PROPERTY OF
MM DESIGN. PURCHASER'S RIGHT IS CONDITIONAL AND LIMITED
TO A ONE-TIME USE TO CON A SINGLE PROJECT ON THE LOT
STATED HEREIN. THE USE OR "REPRODUCTION OF THESE PLANS
CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED
WITHOUT WRITTEN PERMISSION OF MM DESIGN IN COLLEGE STA, TX.
M -M DESIGN IS NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN
STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING
AND FOUNDATIONS. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THE
DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE
RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M -M DESIGN WILL
NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR
ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN
Lj r;�_l I �,� rl_� ( I /'n.'I I �D U. �-
ADDED BRICK (21.4 SO. -FT.)
(203.31 OF 878.4 TOTAL) = 23.10
0 TO 8' TRANSP. FACADE
STUCCO (qq.8 = 20.6%)
TRANSPARENCY (210.85 = 43.5Z)
BRICK (173.g1 = 35.q%)
TRANSP. FACADE (484.0 =100%)
TRANSP. FACADE (484.6 SQ.FT.)
BRICK (52.2
63.2 SQ. F
SQ. FT.) A
STUCC
SECON
LEFT
REFERENCE: 01/A -I . I
0 TO V TRANSP. F.
j��L EC-�V ow =5 OF5:
oa-
��b5 "'I• Z'�s SF.
U -U
* Z,5%IDE t� L t:� v
x
SCALE:
- t-iEM P R -o oC to ; G SF
TRANSP. FACADE (177.4 S
oic
AF
lij
(y.
lu
'I
DATE: 06/10/14
PROJECT: CL -14-160
DRAWN: SRM
CHECKED: SRM
HEATED: 11 758.01P
SLAB: 01000.01p
REVISION: 23SEP14
290CT14
�I
SHEET NUMBER
10% Alft
A=2,V2 �l
tr
c
SHEET 03 OF 07
0 TO 8' TRANSP. FACADE
STUCCO (qq.8
SO. FT.)
NW
BRI K
NEW
BRICK
CHURCH STREET
faal`�RONT VM/ ELt=VATI u"'N'
REFERENCE: OI/A—I.I SCALE: %4'=1'-0"
TRANSPARENC",r (210.85 SO.FT.)
BRICK (173.g1
0 TO 8' TRANSP. FACADE
so. FT. )
STUCCO (qq.8 = 20.6%)
TRANSPARENCY (210.85 = 43.5%)
BRICK (173.81 = 35.q%)
TRANSP. FACADE (484.6 =100%)
TRANSP. FACADE (484.6 SQ.FT.)
0 TO 8' TRAN5P. FACADE
8' HGHT. STUCCO (62.0 SO.FT.
EXISTING AWNING
NEW BRICK WAINSCOT TRANSPARENC",r
NEW RAILING
ALL DRAWINGS, PLANS, AND SPECIFICATIONS ARE PROPERTY OF
MM DESIGN. PURCHASER'S RIGHT 15 CONDITIONAL AND LIMITED
TO A ONE—TIME USE TO CONSTRUCT A SINGLE PROJECT ON THE LOT
STATED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS
CONCERNING ANY OTHER CONSTRUCTION 15 STRICTLY PROHIBITED
WITHOUT WRITTEN PERMISSION OF MM DESIGN IN COLLEGE STA, TX
M—M DESIGN 15 NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN
STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONSULTED. REGARDING STRUCTURAL FRAMING
AND FOUNDATIONS. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THE
DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE
RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M—M DESIGN WILL
NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR
ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN.
H
BRICK (52.2
1.--'....+ +
ti.
STUCC,
PROPERTY
ROUGH G DRAFT
313 CHURCH ST.
C.S. TX. 77840
APPLICANT
USTY RIGNARDS
32 INWOOD DR.
RYAN, TX. 77802
(97q-574-3323)
i
—EXISTING STUCC
■ r_ r
I
am A 11 `---�
mmimm
(an
_r.r..._�r_., .
._a.�.��_.:.-Am�. a
_r�...■_�.1_■ ■
i_n■�_i_.■_1. ��
'
�
',
r_r
iif
■��i
..�.
ii
—_�_
ii
..moi
-
��i�d_■.._a_t.■�1�:�.J
■. �.
■■1) ■■■■--}�
NN. '','.'I '
■■■■
MONO
..
=-�'-;�:�
,_•. �i
---.—��—--—r■.:r�.■■_■■-��——err_—.—
r. ANN sr.:._;�
�._.:■�).■;nm•. ��-
No M
Arm It
�..�i�i. ��
__.. ._ .....a_.�.n i_:_r.�i_AN an,.:_.�
�i�.j_i...J�c�■■_i_r�.r mmr.._._m;...�,�t....Ja
■��i�>•n
i_... _���r._��-� ■.� �. _1�i•�. �i on on �
An.
.
nan�i01
.Imaging --■■.Y�.
noml
,_q.ANN
A._.an, MEAN
_r.■_:� ■
Vic__... �t _ �■'a
mxmzumm
NW
BRI K
NEW
BRICK
CHURCH STREET
faal`�RONT VM/ ELt=VATI u"'N'
REFERENCE: OI/A—I.I SCALE: %4'=1'-0"
TRANSPARENC",r (210.85 SO.FT.)
BRICK (173.g1
0 TO 8' TRANSP. FACADE
so. FT. )
STUCCO (qq.8 = 20.6%)
TRANSPARENCY (210.85 = 43.5%)
BRICK (173.81 = 35.q%)
TRANSP. FACADE (484.6 =100%)
TRANSP. FACADE (484.6 SQ.FT.)
0 TO 8' TRAN5P. FACADE
8' HGHT. STUCCO (62.0 SO.FT.
EXISTING AWNING
NEW BRICK WAINSCOT TRANSPARENC",r
NEW RAILING
ALL DRAWINGS, PLANS, AND SPECIFICATIONS ARE PROPERTY OF
MM DESIGN. PURCHASER'S RIGHT 15 CONDITIONAL AND LIMITED
TO A ONE—TIME USE TO CONSTRUCT A SINGLE PROJECT ON THE LOT
STATED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS
CONCERNING ANY OTHER CONSTRUCTION 15 STRICTLY PROHIBITED
WITHOUT WRITTEN PERMISSION OF MM DESIGN IN COLLEGE STA, TX
M—M DESIGN 15 NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN
STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONSULTED. REGARDING STRUCTURAL FRAMING
AND FOUNDATIONS. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THE
DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE
RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M—M DESIGN WILL
NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR
ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN.
H
BRICK (52.2
1.--'....+ +
ti.
STUCC,
(63.2 SCI. FT.)
'00w,
SECOND STREE
LEt�T SILI)f±
REFERENCE: 01/A-1.1 SCALE: %V=1'-0"
0 TO 8' TRANSP. FACADE
TRANSP. FACADE (177.4 S
.81
0 TO 8' TRANSP. FACADE
NEW RAILING
PROPERTY
ROUGH G DRAFT
313 CHURCH ST.
C.S. TX. 77840
APPLICANT
USTY RIGNARDS
32 INWOOD DR.
RYAN, TX. 77802
(97q-574-3323)
(63.2 SCI. FT.)
'00w,
SECOND STREE
LEt�T SILI)f±
REFERENCE: 01/A-1.1 SCALE: %V=1'-0"
0 TO 8' TRANSP. FACADE
TRANSP. FACADE (177.4 S
.81
0 TO 8' TRANSP. FACADE
NEW RAILING
0 TO 8' TRANSP. FACADE
stucco (c19.8 SO.FT.)
0 TO V TRANSP. FACADE
1-11 F11 1-1110
I I Imi r 11 7roi iinnii rinii IFE11 r[011
NW
BRI K
NEW
BRICK
CHURCP STREET
AMW "NT 9 If I F FRU'00'
ELEVAT10"N
vmool REFERENCE: 01/A-1.1 SCALE: %4'=1'-0”
vet
(G2.0 SO. FT.
PROPERTY
8'
HG"T.
STUCCO
313 CHURCH ST.
L
TX. 77840
APPLICANT
RUSTY
RICHARDS
732 I NWOOD DR.
B
RYAH, TX. 77802
eq7q-574-3323)
.,.,' E
EXI�TaNG', STC1'CO�.
,
' ,
�! . 'j a ..
. '' ,, � , ' ' ,t, ' ' , , ti; r, .' , , , '!.`, .. '„,'' , ,,
.•' " . ., q . .� , ..j ,
1-11 F11 1-1110
I I Imi r 11 7roi iinnii rinii IFE11 r[011
NW
BRI K
NEW
BRICK
CHURCP STREET
AMW "NT 9 If I F FRU'00'
ELEVAT10"N
vmool REFERENCE: 01/A-1.1 SCALE: %4'=1'-0”
vet
(G2.0 SO. FT.
I (G3.2 SQ.FT.)
NEW BRICK WAINSCOT I
NEW RAILING
1-7
B R I C K, (5 2.2 SO. FT.)
II
1 '
STUCCO
0 TO 8' TRANSP. FACADE
NEW RAILING
fitI
NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR
ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN. 1
ALL DRAWINGS, PLANS, AND SPECIFICATIONS ARE PROPERTY OF
MM DESIGN. PURCHASER'S RIGHT IS CONDITIONAL AND LIMITED
TO A ONE-TIME USE TO CONSTRUCT A SINGLE PROJECT ON THE LOT
STATED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS
CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED
WITHOUT WRITTEN PERMISSION OF MM DESIGN IN COLLEGE STA, TX.
M -M DESIGN IS NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN
STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING
AND FOUNDATIONS. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THE
DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE
RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M -M DESIGN WILL
0
N
li
Is
:� `i, b Asa ?sli yl, 31sa-63-(P5
2v
TI
LEFT 51DE -ELtV4,1iT1u'ow""N01 c
t9 GREFERENCE: 01/A-1.1 SCALE: /4"=V- 0 •—
ul
BRIC<SO.FT.)
II
O
O
O
0 TO 8 TRANSP. FACADE 2 ��
N
�I
STUCCO (62.0 = 34.q%)
DATE: 06/10/14
0 TO 8 TRANSP. FACADE (9 PROJECT: CL -14-11 160
3o io :�t
TRANSPARENCY (63.2 = 35.6'6) s'
n
STUCCO 5 = O 6 -- � � 1�1 ►— 5 � 'Dh DRAWN: SRM
T (qq. 2 %) b� C --
CHECKED: SRM
i �'�•�'%
HEATED: 1755.0
BRICK (52.2 2q.5%)�� r� .,t.
TRANSPARENCY (210.85 = 43.5%) SLAB: o, 000.0,1
n REVISION: 23SEP1'4
�" `�� � BRICK 173.gi 35.q� Y ` � TRANSP. FACADE (177.4 =100%) 2gOCT1!4
( )
TRANSP. FACADE (484.6 =100%) SHEETSER
N
m- T IA-li F C11 1
A m2ar
Q1,
i
TRANSP. FACADE(484. G SO. FT.)TRANSP. FACADE (177.4 S;:?. FT.
SHEET 03 OF 07
J
�i
PROPERTY
ROUGH DRAFT
313 CHURCH ST.
L
TX. 77840
APPLICANT
RUSTY
RICHARDS
732 I NWOOD DR.
B
RYAH, TX. 77802
eq7q-574-3323)
I (G3.2 SQ.FT.)
NEW BRICK WAINSCOT I
NEW RAILING
1-7
B R I C K, (5 2.2 SO. FT.)
II
1 '
STUCCO
0 TO 8' TRANSP. FACADE
NEW RAILING
fitI
NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR
ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN. 1
ALL DRAWINGS, PLANS, AND SPECIFICATIONS ARE PROPERTY OF
MM DESIGN. PURCHASER'S RIGHT IS CONDITIONAL AND LIMITED
TO A ONE-TIME USE TO CONSTRUCT A SINGLE PROJECT ON THE LOT
STATED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS
CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED
WITHOUT WRITTEN PERMISSION OF MM DESIGN IN COLLEGE STA, TX.
M -M DESIGN IS NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN
STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING
AND FOUNDATIONS. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THE
DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE
RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M -M DESIGN WILL
0
N
li
Is
:� `i, b Asa ?sli yl, 31sa-63-(P5
2v
TI
LEFT 51DE -ELtV4,1iT1u'ow""N01 c
t9 GREFERENCE: 01/A-1.1 SCALE: /4"=V- 0 •—
ul
BRIC<SO.FT.)
II
O
O
O
0 TO 8 TRANSP. FACADE 2 ��
N
�I
STUCCO (62.0 = 34.q%)
DATE: 06/10/14
0 TO 8 TRANSP. FACADE (9 PROJECT: CL -14-11 160
3o io :�t
TRANSPARENCY (63.2 = 35.6'6) s'
n
STUCCO 5 = O 6 -- � � 1�1 ►— 5 � 'Dh DRAWN: SRM
T (qq. 2 %) b� C --
CHECKED: SRM
i �'�•�'%
HEATED: 1755.0
BRICK (52.2 2q.5%)�� r� .,t.
TRANSPARENCY (210.85 = 43.5%) SLAB: o, 000.0,1
n REVISION: 23SEP1'4
�" `�� � BRICK 173.gi 35.q� Y ` � TRANSP. FACADE (177.4 =100%) 2gOCT1!4
( )
TRANSP. FACADE (484.6 =100%) SHEETSER
N
m- T IA-li F C11 1
A m2ar
Q1,
i
TRANSP. FACADE(484. G SO. FT.)TRANSP. FACADE (177.4 S;:?. FT.
SHEET 03 OF 07
J
�i
'.
i—
4 10ii
—
RAMP
// a i
�/o a
o g
/
/
/ . fy
/ ✓ // ! / ifs-
o�
EXIT:
i
_
-
r
!
L
y
/
.. ..........
/
D W
Q
O
d.;
i
6a
J
V_
Q
-
Q
3
22'-4"
u
z
J
i
n
12X12
RIOT
W ATER
f
4"ICE
SS
MACHINE NOT WATER
3/4"
/
IL
41"55—
w
t
_
I
3cn
12X12 FS =
m
Q
3
:
I
tJLOOP
•,;,
VENT
/
WATER
3/4"
-
N
METER
!
/
li % ! //i
fi !a / lir
/iri r i / // /
o 0
0 0 ° SS
I
O
EXIT
r
=
CNs
m
o
-�- --
--ate
_
RAMP
,r
LL -
`9
�
DA RT BOARD
, -
Lo
I
"
/
m
I
c
ENTRANCE
I R�'q 11VL
y
_
/
6
12 o s OND
CAPOFF FF OLD
l
•diff/
i2o6 a ON D
BATHROOM
DIMENSIONS,
SL
FR
MINSIDE
(
WAL
S
-
--�—---------------AWNING
— — — — — — — —
— — -- —
—
— —
7
IS -4
— — — — — — —
— — — — — —
— -- —
--
BUILDING SIDEWALK
NEW BRICK FACING
PUBLIC SIDEWALK
CHURCH
ALL DRAWINGS PLANS AND SPECIFICATIONS A
DRAWINGS, r T RE PROPERTY OF
MM DESIGN.PURCHASER'S
G RIGHT IS CONDITIONAL. AND LIMITED
TO � ;
A ONE-TIME USE TO CONSTRUCT A SIN LE P
I G PROJECT ON THE LOT
STATED T TED HE EIN ..;
R THE USE OR REPRODUCTION OF THESE PLANS
CONCERNING ANY OTHER CONSTRUCTION!, 15 STRICTLY PROHIBITED
WITHOUT WRITTEN PERMISSION OF MM DESIGN IN COLLEGE STA, TX.
M -M DESIGN 15 NOT AN EN IN IN
G EER G FIRM NOR AN ARCHITECTURAL
FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED
TO DESIGN
STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING
AND FOUNDATIONS. INE 514OULD AN ENGINE >%Rt 5 SEAL BE PRESENT ON THE-:
_ DRAWING THEN °
THE ENGINEER OF RECORD SHALL BEAR THESOLE
RESPONSIBILITY-
FOR THE STRUCTURAL DESIGN. M M DESIGN WILL
NOT BE HELD RESPONSIBLE E PONSIBLE .FOR THE STRUCTURAL DESIGN AND/OR .,
ANY PROBLEMS THAT ..,
H T MAY ARISE REGARDING THE DESIGN.
II ..,
DATE:
n- {
PROJECT:
#�
DRAWN:
SRI'1
CHECKED:
`y;kq
a:
1/153.00
SLAB:
01000.00
REVISION:
NONE.. .
t !moi
ALL DRAWINGS PLANS AND SPECIFICATIONS A
DRAWINGS, r T RE PROPERTY OF
MM DESIGN.PURCHASER'S
G RIGHT IS CONDITIONAL. AND LIMITED
TO � ;
A ONE-TIME USE TO CONSTRUCT A SIN LE P
I G PROJECT ON THE LOT
STATED T TED HE EIN ..;
R THE USE OR REPRODUCTION OF THESE PLANS
CONCERNING ANY OTHER CONSTRUCTION!, 15 STRICTLY PROHIBITED
WITHOUT WRITTEN PERMISSION OF MM DESIGN IN COLLEGE STA, TX.
M -M DESIGN 15 NOT AN EN IN IN
G EER G FIRM NOR AN ARCHITECTURAL
FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED
TO DESIGN
STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING
AND FOUNDATIONS. INE 514OULD AN ENGINE >%Rt 5 SEAL BE PRESENT ON THE-:
_ DRAWING THEN °
THE ENGINEER OF RECORD SHALL BEAR THESOLE
RESPONSIBILITY-
FOR THE STRUCTURAL DESIGN. M M DESIGN WILL
NOT BE HELD RESPONSIBLE E PONSIBLE .FOR THE STRUCTURAL DESIGN AND/OR .,
ANY PROBLEMS THAT ..,
H T MAY ARISE REGARDING THE DESIGN.
II ..,
DATE:
06,110114
PROJECT:
CL -14-160
DRAWN:
SRI'1
CHECKED:
SRM
HEATED:
1/153.00
SLAB:
01000.00
REVISION:
NONE.. .
KtI--FKF-NC;F: NONE SCALE: /d"=1'-0"
v -c vr���cr�vUvtI iVIV ur I t 1C5C t'LAIVS
CONCERNING ANY OTHER CONSTRUCTION 15 STRICTLY PROHIBITED
t-4ITH0UT WRITTEN PERMISSION OF MM DESIGN IN COLLEGE STA, TX.
M -M DESIGN 15 NOT AN ENGINEERING FIRM NOR AN ARCHITECT
FIRM. WE ARE NOT QUALIFIED NOR WE LICENSED TO DESIGN
N
STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONSULTEDI
REGARDING STRUCTURAL FRAMING
AND FOUNDATIONS. SHOULD AN EN
GINEERS SEAL BE PRESENT ON THE
u
DRAWING, THEN THE ENGINEER OF
RECORD" SHALL BEAR THE SOLE
;
E
R SPONSIBILIT Y FOR THE STRUCTURAL
_ ..
DESIGN. M M D
II DESIGN WILL
NOT BE HELD RESPONSIBLE FOR
THE STRUCTURAL DESIGN AND/OR
ANY PROBLEMS THAT MAY ARISE
REGARDIN TH
G E DESIGN.
I,
LEFT 511DE ELEVATION
REFERENCE: Ol/A-1.1 SCALE: 4'=V-0!'
s I
FSHEET NUMBER
® 0011044
,DID
SHEET 02 OF 06
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REFERENCE:NONE SCALE: %4'=V -0u
/711 FLOOR PLAN
REFERENCE: NONE SCALE: %4°=V-0`
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SHEET 01 OF 05
ii
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04 MECHANICAL OR NATURAL VENTILATION IS REQUIRED AT ALL
BATHROOMS. L.
05 (2) NEW EXIT SIGNS WITH FROG EYES
-'
_: DATE. 06110114
06 4 6' FLO FIXTURES FOR 2AI'1 CLOSING
O
O -1 -160
PROJECT: CL 4
CHURCH STREE I't'
07 (5) DED IIOV RECEPTICLES AT LOCATIONS TBD
05 (3) LED STRIP LIGHTS UNDER BAR
Oq (2) J BOXES FOR FUTURE CEILING FANS
DRAWN. SRN
CHECKED: SRM
HEATED: 11758.0
SLAB: 01000.00
REVISION:' NONE
ALL DRAWINGS, PLANS, AND SPECIFICATIONS ARE PROPERTY OF
MM DESIGN. PURCHASER'S RIGHT IS C(DNDITIONAL AND LIMITED
TO A ONETIME USE TO CONSTRUCT - UC A SINGLE PROJECT ON THE LOT
I
H EIN H EPRODUCTION OF THESE PLANS
z
ST TED ER T E SE OR R
CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED
WITHOUT WRITTEN PERMISSION OF MM DESIGN IN COLLEGE STA, TX.
REFERENCE: NONE SCALE: %4"=1'-0' - M -M DESIGN IS NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN
STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL
- ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING
AND FOUNDATIONS. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THE
DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE
RESPONSIBILITY FOR THE STRUCTURAL', DESIGN. M -M DESIGN WILL
NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR
ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN.
i 1,