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OS
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LU
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75'-Sii
15
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L--- ---------------------
O
i
BARRICADE
I
I
77'-g"
I
01 5ITt
FLAN C)
REFERENCE: NONE SCALE: P=10'-0" NORTH
M -M DESIGN IS NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DE51GN
STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING
AND FOUNDATION. SHOULD A 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.
DOMINO'S PIZZA
3106 TEXAS AVE SOUTH
MAC PROPERTIES LLP
Zor` Ems` c'1
ACREAGE: .4017
PROPEIRTY LINE: 175.00' — N 41°26'15" E
SILT FENCE
EXISTING
14
TOTAL SOFT:
3,565.3
ADA TRUNCATED
I
RAHP—
NEW SOF
: 11 Ig8.3
I I-
IGHT: 21'-4"
13
I E
DEC 06 2011
SOUTHWOOD VALLEY PHASE 3
ELEV
IN
O
NER/DEVELOPER:
I Q to
PLO
3102 TEXAS AVE SOUTH
z
12
(w wv'
(q7q) 6q3-8870
Q
L.ICANT/BUILDER:
I a °L
GLENN THOMAS
tL
z
IQ m
II
lQ w
(q7q) , 412-5171
x
W
� �
IQ
a-
10
I
lb
I2
oq
1
I
01
L--- ---------------------
O
i
BARRICADE
I
I
77'-g"
I
01 5ITt
FLAN C)
REFERENCE: NONE SCALE: P=10'-0" NORTH
M -M DESIGN IS NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DE51GN
STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING
AND FOUNDATION. SHOULD A 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.
DOMINO'S PIZZA
3106 TEXAS AVE SOUTH
MAC PROPERTIES LLP
Zor` Ems` c'1
ACREAGE: .4017
PROPEIRTY LINE: 175.00' — N 41°26'15" E
SILT FENCE
EXISTING
BUILDING
TOTAL SOFT:
3,565.3
EXISTING SOFT.
21370.0
NEW SOF
: 11 Ig8.3
BUILDING H
IGHT: 21'-4"
SITE ACREAGE:
0.462
EXISTING
WOOD FENCE
SILT FENCE
II
: u l:
43 -6
IIS
II �
II:
�Lti I_
EXISTING
OVERHEAD
ELECTRICAL
II:
% II�
I
Lo EXISTING I
WATER LINE ( :
� II
k5 EXISTING SANITARY
Q(L SEWER LINE C)
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------ ----------------- --------I— --
15.0' UTILITY EASEMENT VOLUME 342 PAGE 605
j
WOOD FENCE L , , ,SIL1.T F1.EI
20.0' ACCESS EASEMENT
EXISTINGI PRIVATE ACCESS ROAD
PROPER -'Y LINE: 175.00' — N 41°2015" E
MINI LUBE GARAGE
3100 TEXAS AVENUE SOUTH
PETERSON, K. L. # VIVIAN - REVOCABLE TRUST
TYPE II COMMERCIAL
ACREAGE: 0.3780
271-011
GENERAL NOTES
01 IRRIGATION MUST BE PROVIDED PRIOR TO ISSUANCE OF C.O.
02 IRRIGATION SYSTEM MUST BE PROTECTED BY A PRESSURE
VACUUM BREAKER OR REDUCED PRESSURE BACK FLOW DEVICE
AND INSTALLED AS PER CITY ORDINANCE 2384.
03 BACK FLOW DEVICES MUST BE TESTED UPON INSTALLATION
AS PER CITY ORDINANCE 2384.
04 SHRUBS ALONG FRONT OF LOT MUST BE 3' HIGH FOR SCREENING
PURPOSES.
05 ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS
COUNTY TEXAS AND INCORPORATED AREA MAP NUMBERS
4804100144 G 4 4804100182 C, EFFECTIVE JULY 2, Igg2, TN15
PROPERTY 15 NOT LOCATED IN A 100 -YEAR FLOOD HAZARD AREA.
06 ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL
BE SCREENED FROM VIEW OR 150LATED 50 AS NOT TO BE
VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL
DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A
POINT 5' ABOVE GRADE. SUCH SCREENING SHALL BE
COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO
MAINTAIN A UNIFIED APPEARANCE.
.\NITIr A_
CENERAL NOTES
f
C,
INFORMATION
DRAWN:
BUSINESS:
VAN 5TAVERN VET CLINIC
s A =
HEATED:
3102 TEXAS AVE SOUTH
SLAB:
1.195.31p
COLLEGE STATION, TEXAS 77845
DEC 06 2011
SOUTHWOOD VALLEY PHASE 3
ELEV
BLOCK 16 LOT 22
O
NER/DEVELOPER:
NEIL VAN 5TAVERN
PLO
3102 TEXAS AVE SOUTH
c- 7
COLLEGE STATION, TEXAS 77845
(q7q) 6q3-8870
AP
L.ICANT/BUILDER:
BENCHMARK HOMES
GLENN THOMAS
1110 12TH MAN
COLLEGE STATION, TEXAS 77845
(q7q) , 412-5171
f
C,
DRAWN:
ED
I'2i
s A =
HEATED:
1.184.8
SLAB:
1.195.31p
REVISION:
DEC 06 2011
30NOV i I
ELEV
PLO
c- 7
REQU�h
C,
DRAWN:
ED
I'2i
SRM
HEATED:
1.184.8
SLAB:
1.195.31p
REVISION:
SQUARE FOOTAGES
TOTAL: 3, 568.3 1D
EXISTING: 2,570.0*
NEW: I, ig8.B*
BLDG HEIGHT: 21'-4"
SITE ACREAGE: 0.462
REVIEWED FOR
COMPLIANCE
1�
DEC1 6 2011
COLLEGE i ;'i
ENGINEERING
W
N
DATE: 28JU LY I i
PROJECT -1-11-161
DRAWN:
KHO
CHECKED:
SRM
HEATED:
1.184.8
SLAB:
1.195.31p
REVISION:
15NOVII
30NOV i I
SHEET NUMBER
SHEET 05 OF 05
I
FLO(
REFERENCE -NONE
SCALE: 4"=1'-0"
WALL 5RACING 5CHEDULE
LETTER
BRACING STYLE
A
IX4LET IN
$
5/8" WOOD SIDING
C
WOOD STRUCTURAL PANEL (PLYWOOD, OSB)
D
1/2" STRUCTURAL FIBERBOARD SHEATHING
E
1/2 GYPSUM BOARD (SHEETROCK)
F
PARTICLE BOARD WALL SHEATHING PANELS
G
CEMENT PLASTER
}-�
HARDBOARD PANEL 51DING (HARD[ PANEL)
J
ALTERNATE BRACED WALL SYSTEM
K
51MP50N STRONG WALL
L
HARDY FRAME PANEL
M
FULLY SHEATHED
tY
—HEADER
LUMBER SIZE
a_
2x4
0'-0" TO 3'-6"
D
3'-6" TO 6'-0"
H
U
�
O
2xI2
Z �
{�–
Z
Ul
W
U
12" O.G.
p
O
U
10'–qn
q' -4n
06 CHIMNEY SHALL. BE 'A MINIMUM
OF 2'-0" ABOVE ANY ROOF LINE
2x6-
16" D.G.
131-6
I '_q"
q'_qn
O
13'–q"
101-2"
GLEN
12" O.G.
2014"
15'-7"
MAN
14'-2"
12'-4"
STATION, TEXAS 77845
HAVE A 5.7 SQUARE FOOT
2x8
412-5171
inn
—HEADER
LUMBER SIZE
a_
2x4
0'-0" TO 3'-6"
D
3'-6" TO 6'-0"
H
O
�
®
O
2xI2
12'-0" TO 14' 0" �k
�
Z
Ul
16 LOT 22
NAILED.
12" O.G.
p
O
U
10'–qn
q' -4n
06 CHIMNEY SHALL. BE 'A MINIMUM
OF 2'-0" ABOVE ANY ROOF LINE
2x6-
16" D.G.
F f. -c
5f=AN!5
—HEADER
LUMBER SIZE
SPAN
2x4
0'-0" TO 3'-6"
2xfc
3'-6" TO 6'-0"
2x8
6'-0" TO 81-0"
2x10
8'-011 TO 12'-0"
2xI2
12'-0" TO 14' 0" �k
2x12 WITH %2" CD
14'-0" TO 16'-0"
PLY GLUED AND
16 LOT 22
NAILED.
12" O.G.
ALL HEADERS #2 Y.P. OR BETTER -
5f=A� TABLE
(' I A 1 l ON
(UNLESS OTHERWISE NOTED)
EXTERIOR DOOR SHALL BE MADE
JOIST
VET CLINIC
RAFTERS
1 3102 t
SIZE
SPACING
X20 P5F
36 PSF
40 PSF60
PSF
20 PSF
40 P5F
VENTILATION 15 REQUIRED AT ALL
16 LOT 22
BATHROOMS AND UTILITY
12" O.G.
151-61''
11_1011
10'–qn
q' -4n
06 CHIMNEY SHALL. BE 'A MINIMUM
OF 2'-0" ABOVE ANY ROOF LINE
2x6-
16" D.G.
131-6
I '_q"
q'_qn
8'-6"
13'–q"
101-2"
GLEN
12" O.G.
2014"
15'-7"
MAN
14'-2"
12'-4"
STATION, TEXAS 77845
HAVE A 5.7 SQUARE FOOT
2x8
412-5171
Oq FRAMING MATERIAL SHALL
BE #2 5,Y.P. (K.D.15).
10 STRUCTURAL 6EAM5 AND
HEADERS 514ALL BE #2 S.Y.P. (K.D. 15)
II PREFABRICATED FIREPLACES
SHALL BE U.L. AND I.C.B.O.
16" O.G.
17'-5"
141-211
12'-10"
il'-3"
17'-7"
13'-6"
(N,
12" O.C.
231-11"
Iq'–ID"
IS' -0"
15'-8"
SQUARE FOOT P.S.F.) DE
2x10
A SECOND FLO , R PARTITION.
N. IN SUCH A CASE FIRST FLOOR
CEILING 015T!Eli 514ALL BE
(;BASED ON A 40 POUNDS PER SQUARE
FOOT(P.S.F.) LIVE LOAD
AND A 10 POUNDS PER SQUARE FOOT
16" O.C.
201–q"16'-1"
SECOND FLOOR PARTITION 15
RUNNING PERP NDICULAR
13'-7"
22'-5"
17'-2"
FOOT (P.S.F.) AND 10 POUNDS
12" O.G.
PER SQUARE FiXT (P.S.F.)
18'-8"
211–W
18'-5"
13 SECOND FLOOR'CEILING JO�STS
2x 12
PER SQUARE FOOT (P.5.F.)
LIVE LOAD AND 10 POUNDS PER
SQUARE FOOT t P.S.F.) DEAD
LOAD.
14 ALL STEEL SHALL HAVE A
MINIMUM YIELD STRENGTH OF 36
16" O.G.
KIPS PER SQUARE INCH (K
211_1"
18'-10"
15'–II"
271-4"
20'-0"
ALL JOIST SPANS ARE LASED
ION THE GIVEN LIVE LOAD, A 10 POUND
.PER SQUARE FOOT I(P.S,F.)' DEAD
LOAD AND 1/360 DEFLECTION.
ALL RAFTER SPANS ARE BASED
ON THE GIVEN LIVE LOAD AND A 15
POUND PER SQUARE FOOT (P.
F.) DEAD LOAD.
SPANS ARE BASED I ON THE US
OF #2 Y.P. OR BETTER
* 20 P5F LIVE LOAD IS BASED
ON A 1/240 DEFLECTION.
1 f9_-0 IR1
(' I A 1 l ON
(UNLESS OTHERWISE NOTED)
EXTERIOR DOOR SHALL BE MADE
i
01 ALL WINDOWS WITHIN 2'-0'':OF
VET CLINIC
OF TEMPERED GLASS.
1 3102 t
EXAS AVE SOUTH
02 DOORS SHALL BE 0-8" IN
HEIGHT.
STATION, TEXAS 77845
03 HEADERS ON FIRST FLOO
SHALL BE 2xl2's.
I WOOD VALLEY PHASE 3
04 MECHANICAL OR NATURAL
VENTILATION 15 REQUIRED AT ALL
16 LOT 22
BATHROOMS AND UTILITY
ROOMS.
'A STAVERN
05 WALLS AND CEILINGS SHALL
BE GYPSUM BOARD.
AVE SOUTH
06 CHIMNEY SHALL. BE 'A MINIMUM
OF 2'-0" ABOVE ANY ROOF LINE
STATION, TEXAS 77845
WITHIN A 10-01' RADIUS.
(q79)
693-BB70
07 WINDOWS SHALL. BE ALUMI
I UM, SINGLE HUNG, WITH DIVIDED
HOMES
LIGHTS AND A161-511 HEADER.
GLEN
THOMAS
OS BEDROOM WINDOWS 5HALL
BE A MAXIMUM OF V-8" ABOVE
MAN
FINISHED FLOOR, A MINIMLM
OF 2'-0" HIGH x 1'-8" WIDE AND
STATION, TEXAS 77845
HAVE A 5.7 SQUARE FOOT
NET CLEAR OPENING.
412-5171
Oq FRAMING MATERIAL SHALL
BE #2 5,Y.P. (K.D.15).
10 STRUCTURAL 6EAM5 AND
HEADERS 514ALL BE #2 S.Y.P. (K.D. 15)
II PREFABRICATED FIREPLACES
SHALL BE U.L. AND I.C.B.O.
APPROVED AND A COPY 0,
THE MANUFACTURERS INSTALLATION
MANUAL SHALL BE AVAILABLE
AT THE CONSTRUCTION SITE
AS NEEDED FOR IN5PECTI
(N,
12 FIRST FLOOR;( FILING JOISTS
SHALL BE BASED ON 20 POUNDS
PER SQUARE F T (P.S.F.
LIVE LOAD AND 10 POUNDS PER
SQUARE FOOT P.S.F.) DE
D LOAD UNLESS THEY SUPPORT
A SECOND FLO , R PARTITION.
N. IN SUCH A CASE FIRST FLOOR
CEILING 015T!Eli 514ALL BE
(;BASED ON A 40 POUNDS PER SQUARE
FOOT(P.S.F.) LIVE LOAD
AND A 10 POUNDS PER SQUARE FOOT
(P.5.F.) DEAD LOAD IF THE
SECOND FLOOR PARTITION 15
RUNNING PERP NDICULAR
TO THE DIRECTION OF THEIR SPAN
OR 60 POUNDS !PER SQUARE
FOOT (P.S.F.) AND 10 POUNDS
PER SQUARE FiXT (P.S.F.)
IF THE SECOND FLOOR PARTITION
15 RUNNING PA ALLEL TO
THE DIRECTION OF THEIR SPAN.
13 SECOND FLOOR'CEILING JO�STS
SHALL BE BASED ON 30 POUNDS
PER SQUARE FOOT (P.5.F.)
LIVE LOAD AND 10 POUNDS PER
SQUARE FOOT t P.S.F.) DEAD
LOAD.
14 ALL STEEL SHALL HAVE A
MINIMUM YIELD STRENGTH OF 36
KIPS PER SQUARE INCH (K
,SJ.).
15 A MINIMUM OF (2) 2x4's S
ALL BE PROVIDED FOR VERTICAL
SUPPORT UNDER EACH.EN
OF ALL STRUCTURAL BEAMS AND
HEADERS LONG=R THAN 5'-0".
16 IF GAS HOT H/ TER HEATER
15 TO BE USED AND 15 NOT IN
ATTIC, THEN T�E HOT WA
j ER HEATER SHALL BE PLACED ON
A PEDESTAL 1' 6" ABOVE
INISHED FLOOR.
17 IF GAS HOT WATER HEATER
15 LOCATED IN ATTIC THEN THE
HOT WATER HEATER TER SHALL
BE PLACED ABOVE A LOAD BEARING
PARTITION WALL IN A PAN,
INCLUDE RELIEF DRAIN LINE TO
OUT51 DE OF HOUSE.
18 IIOV CONNECTIONS AND BATTERY
BACKUP REQUIRED FOR
j
SMOKE DETECTORS.
Icl VENT ALL EXHAUST FANS
TO THE OUTSIDE.
20 OUTLETS WITH[ A 6'-0" R'
'DIUS OF A WATER SOURCE SHALL
BE GROUND FAULT LT INTERR
PT (G.F.I.)
21 PROVIDE LIGHT FIXTURE AD:
SMOKE DETECTOR AT EACH
HOT WATER HEATER AND
IR CONDITIONING UNIT LOCATION
IN ATTIC.
22 PROVIDE ELECTRIC DISCON
ECT FOR AIR CONDITIONING
UNIT(S).
23 VERIFY LOCATION OF ANY
FLOOR PLUG WITH OWNER.
24 WHOLE HOUSE TO BE ARC
FAULT AS REQUIRED BY CODE
25 ALL IIOV OUTLETS TO IBE
TAMPER RE51STANT
26 50% OF LIGHTING TO BE HIGH
EFFICIENCY
1 f9_-0 IR1
(' I A 1 l ON
BUSINESS:
i
VAN STAVERN
VET CLINIC
SRM
1 3102 t
EXAS AVE SOUTH
SLAB:
COLLEGE
STATION, TEXAS 77845
OINOVI I
SO,UT
I WOOD VALLEY PHASE 3
6L OCI<
16 LOT 22
OWNER/DEVELOPEFb:
i
NEIL
'A STAVERN
3102 TEXAS
AVE SOUTH
COLLEGE
STATION, TEXAS 77845
(q79)
693-BB70
APPLICANT/BUILDS
BENCHMARK
HOMES
GLEN
THOMAS
1110 121T14
MAN
COLLEGE
STATION, TEXAS 77845
;i
(q7q)
412-5171
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 PERM1551ON OF MM DE51GN 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 DE51GN AND/OR
ANY PROBLEMS THAT MAY ARI5E REGARDING THE DESIGN.
REPRESENTS ADDITION
SQUARE FOOTAGES
TOTAL: 3,565.30
EXISTING: 2,370.00
NEW: 1,1g8.3lp
BLDG HEIGHT: 21'-4"
SITE ACREAGE: 0.462
,cp
tt�
RE
DATE: 28JULY11
PROJECEY 11-161
DRAWN:
KHO
CHECKED:
SRM
HEATED:
1.184.81P
SLAB:
1.1%.3113
REVISION:
OINOVI I
15NOV I I
30NOV I I
SHEET NUMBER
SHEET 01 O�08
FOUND
AN
REFERENCE: NONE SCALE: %4'=1'-D"
BEND ALTERNATE #3'5
DOWN
REFER TO FOUNDATION
PLAN FOR LOCATION OF
BRICK/SIDING LEDGE
PROVIDE POSITIVE ---,G
DRAINAGE AWAY =tcv
REINFORCING - TOP AND
BOTTOM:
2'-0" DEEP BEAM: 3-#5's
2'-6" DEEP BEAM: 3-#6's
3'-0" DEEP BEAM: 3-#6's =�N
0
s
#3 STIRRUPS @ 3'-0" O.C.—
REFERENCE: 01/A-2.1
COMPACTED SELECT
FILL P.I. < 15
6 MIL. POLYETH.
VAPOR BARRIER
0-3 INTO
REFERENCE: 01/A-2.1
REFER TO FOUNDATION -
PLAN FOR LOCATION OF
BRICK/SIDING LEDGE
SLOPE: P IN 12' MIN.--�
--KV
COMPACTED SELECT
FILL P.I. <- 15
o�
6 MIL. POLYETH. —1 -
VAPOR BARRIER N
GENERAL NOTE6
1\LIXV 1 hLL L.J 1
LOCAL CODE
�== 14 t
— COMPACTED
SELECT FILL
P.I. < 15
�- 6 MIL. POLYETH.
VAPOR BARRIER
z
Q
#31s @ I'-0" D.C.E.W.
#3 STIRRUPS @ 3'-0" O.G.
REINFORCING - TOP AND
BOTTOM:
2'-0" DEEP BEAM: 3-#5's
2'-6" DEEP BEAM: 3-#6's
3'-0" DEEP BEAM: 3-#6's
—
�—
— —
— Je' `
m
i
III�III
�
o
i
i
i
i II
II
REFERENCE: 01/A-2.1
COMPACTED SELECT
FILL P.I. < 15
6 MIL. POLYETH.
VAPOR BARRIER
0-3 INTO
REFERENCE: 01/A-2.1
REFER TO FOUNDATION -
PLAN FOR LOCATION OF
BRICK/SIDING LEDGE
SLOPE: P IN 12' MIN.--�
--KV
COMPACTED SELECT
FILL P.I. <- 15
o�
6 MIL. POLYETH. —1 -
VAPOR BARRIER N
GENERAL NOTE6
1\LIXV 1 hLL L.J 1
LOCAL CODE
�== 14 t
— COMPACTED
SELECT FILL
P.I. < 15
�- 6 MIL. POLYETH.
VAPOR BARRIER
z
Q
#31s @ I'-0" D.C.E.W.
#3 STIRRUPS @ 3'-0" O.G.
REINFORCING - TOP AND
BOTTOM:
2'-0" DEEP BEAM: 3-#5's
2'-6" DEEP BEAM: 3-#6's
3'-0" DEEP BEAM: 3-#6's
REFERENCE: 01/A-2.1
FOUNDATION CONSTRUCTION
GRADE BEAM EXCAVATIONS SHALL BE PLUMB, NEAT AND
THOROUGHLY CLEANED. CONCRETE SHALL BE PLACED
IMMEDIATELY AFTER EACH POUR SECTION HAS BEEN PREPARED.
CONCRETE
ALL STRUCTURAL CONCRETE SHALL BE NORMAL -WEIGHT WITH
A MINIMUM 2B -DAY COMPRE551VE STRENGTH OF 3,000 P51.
CONCRETE MIX SHALL CONTAIN 5 SACKS OF CEMENT PER CUBIC
YARD (MINIMUM) AND 7 GALLONS OF WATER PER SACK OF
GEMENT (MINIMUM). ALL CONCRETE WORK SHALL CONFORM
TO AGI 31B.
REINFORCING STEEL
ALL REINFORCING BARS SHALL BE ASTM A615 GRADE 60
(EXCEPT #3 BARS GRADE 40), DETAILING, FABRICATING AND
PLACEMENT SHALL CONFORM TO THE AGI DETAILING MANUAL
AND AGI 31B. LAP CONTINUOUS BARS 40 DIAMETERS AT SPLICES.
CONCRETE PROTECTION FOR REINFORCEMENT (COVER) SHALL
BE AS FOLLOWS:
I" TOP FOR GRADE BEAMS
29 CAST AGAINST FORMS
3" CAST AGAINST SOIL
PROVIDE SUPPORT CHAIRS FOR ALL REINFORCING STEEL.
INSTALL #5 x 4-0" L -SHAPED BARS TOP AND BOTTOM IN
EXPOSED FACE OF EXTERIOR GRADE BEAM CORNERS.
MISCELLANEOUS
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO:
01 EXAMINE ALL DRAWINGS FOR FLOOR ELEVATIONS, CURBS,
SLOPES DEPRESSED FLOOR AREAS AND EMBEDDED ITEMS.
02 COMPARE ARCHITECTURAL AND STRUCTURAL SECTIONS AND
REPORT ALL DISCREPANCIES TO THE DESIGNER PRIOR TO
FABRICATING OR INSTALLING STRUCTURAL FRAMING.
03 VERIFY DIMENSIONS PRIOR TO STARTING WORK.
THESE DRAWINGS DO NOT INCLUDE ALL COMPONENTS NOR
PROCEDURES NECE55ARY FOR CONSTRUCTION SAFETY; SUCH
ITEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR,
11-211 OR AS
REQUIRED BY
LOCAL CODE
REINFORCING - TOP AND BOTTOM:
2'-0" DEEP BEAM: 3-#5's
2'-6" DEEP BEAM: 3-#61s
3'-0" DEEP BEAM: 3-#6'5
— —
— Je' `
m
III 1�1=1
i
i II
II
III
hN
'
m
I1=I
#3's @ 1'-0" O.C.E.W._
~xN
a
I
#3 STIRRUPS @
U
j
3'-0" D.C.
REFERENCE: 01/A-2.1
FOUNDATION CONSTRUCTION
GRADE BEAM EXCAVATIONS SHALL BE PLUMB, NEAT AND
THOROUGHLY CLEANED. CONCRETE SHALL BE PLACED
IMMEDIATELY AFTER EACH POUR SECTION HAS BEEN PREPARED.
CONCRETE
ALL STRUCTURAL CONCRETE SHALL BE NORMAL -WEIGHT WITH
A MINIMUM 2B -DAY COMPRE551VE STRENGTH OF 3,000 P51.
CONCRETE MIX SHALL CONTAIN 5 SACKS OF CEMENT PER CUBIC
YARD (MINIMUM) AND 7 GALLONS OF WATER PER SACK OF
GEMENT (MINIMUM). ALL CONCRETE WORK SHALL CONFORM
TO AGI 31B.
REINFORCING STEEL
ALL REINFORCING BARS SHALL BE ASTM A615 GRADE 60
(EXCEPT #3 BARS GRADE 40), DETAILING, FABRICATING AND
PLACEMENT SHALL CONFORM TO THE AGI DETAILING MANUAL
AND AGI 31B. LAP CONTINUOUS BARS 40 DIAMETERS AT SPLICES.
CONCRETE PROTECTION FOR REINFORCEMENT (COVER) SHALL
BE AS FOLLOWS:
I" TOP FOR GRADE BEAMS
29 CAST AGAINST FORMS
3" CAST AGAINST SOIL
PROVIDE SUPPORT CHAIRS FOR ALL REINFORCING STEEL.
INSTALL #5 x 4-0" L -SHAPED BARS TOP AND BOTTOM IN
EXPOSED FACE OF EXTERIOR GRADE BEAM CORNERS.
MISCELLANEOUS
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO:
01 EXAMINE ALL DRAWINGS FOR FLOOR ELEVATIONS, CURBS,
SLOPES DEPRESSED FLOOR AREAS AND EMBEDDED ITEMS.
02 COMPARE ARCHITECTURAL AND STRUCTURAL SECTIONS AND
REPORT ALL DISCREPANCIES TO THE DESIGNER PRIOR TO
FABRICATING OR INSTALLING STRUCTURAL FRAMING.
03 VERIFY DIMENSIONS PRIOR TO STARTING WORK.
THESE DRAWINGS DO NOT INCLUDE ALL COMPONENTS NOR
PROCEDURES NECE55ARY FOR CONSTRUCTION SAFETY; SUCH
ITEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR,
11-211 OR AS
REQUIRED BY
LOCAL CODE
REINFORCING - TOP AND BOTTOM:
2'-0" DEEP BEAM: 3-#5's
2'-6" DEEP BEAM: 3-#61s
3'-0" DEEP BEAM: 3-#6'5
tLj=CTR-�IAL
REFERENCE: NONE SCALE: y4'=1'-0"
01
IIOV CONNECT
-(-
SMOKE DET5
02
VENT ALL EN
03
OUTLETS HIT
`�G(t
BE GROUND 1
04
PROVIDE LIGI
HOT WATER
HWOOD VALLEY PHASE 3
IN ATTIC.
05
PROVIDE ELE
UNIT. ALLOY
06
VERIFY LOCA
07
WHOLE HOU5f
08
ALL IIOV OUT
Oq
50% OF LIG147
0
DUPLEX C
-(-
COUNTER
GFlI.(
GROUND f
`meq
WATER PI
`�G(t
CEILING C
Fp tl
FLOOR DL
220 VOLT
ADDITION TO ORIGINAL PLANS
%5: (UNLESS OTHERWISE NOTED)
CRY BACKUP REQUIRED FOR
THE OUTSIDE.
DIU5 OF A WATER SOURCE 514ALL
'T (G.F.I.)
SMOKE DETECTOR AT EACH
R CONDITIONING UNIT LOCATION
C DISCONNECT AT EACH AIR CONDITIONING
Z 2 AIR NDITIONING UNITS.
I!
OF FLOG i PLUG WITH OWNER.
BE ARG FAULT AS REQUIRED BY CODE
3 TO BE TAMPER RESISTANT
TO BE HIGH EFFICIENCY
-�}- HANGING LIGHT
-(�-
WALL HUNG LIGHT
-(-
RECESSED LIGHT
VAN
FLOOD LIGHT
®
VENT
®
VENT WITH LIGHT
O
SMOKE/CARBON
MONOXIDE DETECTOR
sD SMOKE DETECTOR
GAS OUTLET
IY
FQFQ
"ATI Oil
BUSINESS:
VAN
5TAVERN VET CLINIC
HEATED:
3102
TEXAS AVE SOUTH
I .Ig8.3
COL
LEGE STATION, TEXAS 77845
SOU
HWOOD VALLEY PHASE 3
30NOV I 1
BI -MK
16 LOT 22
OWNER/DEVELOPER:
NEIL:
;VAN STAVERN
310ZI
TEXAS AVE SOUTH
COL
LEGE STATION, TEXAS 77845
(97
) 693-8870
APPLICANT/BUILD
R: BEN
HMARK HOMES
GLEN
THOMAS
1110
12TH MAN
COL
EGE STATION, TEXAS 77845
(c17
412-5171
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 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 THI
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 AR15E REGARDING THE DESIGN.
SQUARE FOOTAGES
TOTAL: 3,56B.3111
EXISTING: 2,370.0*
NEW: I119B.31P
BLDG HEIGHT: 21'-4"
SITE ACREAGE: 0.462
m
Lo
Iq
r
r
X
Lu
z
LU
J
J
0
U
z0
dh �L1-I
Q
Lu
0
m
4
U
m�
DATE: 28JULY1 I
PROJECEt- I I -161
DRAWN:
KHO
CHECKED:
SRM
HEATED:
1.184.8*
SLAB:
I .Ig8.3
REVISION:
OINOVII
15NOVII
30NOV I 1
SHEET NUMBER
A-3.1
SHEET 03 OF 08
01 �IECHANIGAL
REFERENCE: NONE SCALE: 4"=1'-0"
ADDITION TO ORIGINAL PLANS
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 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.
SQUARE FOOTAGES
TOTAL: 3,56B.3$
EXISTING: 2,370.0*
NEW: I, Ig8.3*
BLDG HEIGHT: 21'-4"
SITE ACREAGE: 0.462
u1
}
z
d
z
OL
DATE: 28JULY1 I
1,NFoATION1"fi
DRAWN:
BUSINESS:
VA
STAVERN VET CLINIC
HEATED:
310
� TEXAS AVE SOUTH
1.198.3111
COLLEGE
STATION, TEXAS 77845
SO
�-t"HWOOD VALLEY PHASE 3
30NOV I I
BLOCK
16 LOT 22
OWNER/DEVELOPER:
NEIL
VAN STAVERN
3102
TEXAS AVE SOUTH
COLLEGE
STATION, TEXAS 77845
'i
(q7�t)
Gq3-8870
APPLICANT/BUIL
'ER: BE
CHMARK HOMES
GLENN
THOMAS
1110
12TH MAN
COLLEGE
STATION, TEXAS 77845
(q7l)
1,
412-5171
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 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.
SQUARE FOOTAGES
TOTAL: 3,56B.3$
EXISTING: 2,370.0*
NEW: I, Ig8.3*
BLDG HEIGHT: 21'-4"
SITE ACREAGE: 0.462
u1
}
z
d
z
OL
DATE: 28JULY1 I
PROJECE,-11-161
DRAWN:
KHO
CHECKED:
SRM
HEATED:
1.184.8
SLAB:
1.198.3111
REVISION:
OINOVII
15NOV I I
30NOV I I
SHEET NUMBER
SHEET 04 OF 05
ADDITION TO ORIGINAL PLANS
ALL DRAWINGS, PLANS, AND SPECIFICATIONS ARE PROPERTY OF
MM DESIGN. PURI HASER'5 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 PERM15510N OF MM DE51GN 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.1 SHOULD AN ENGINEER'S SEAL BE PRESENT ON TH;
DRAWING, THEN THE "ENGINEE OF RECORD" SHALL BEAR THE SOLE
RESPONSIBILITY FOR TI4E 5TR CTURAL DESIGN. M -M DESIGN WILL
NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR
ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN.
�I �� Ir,��L. I �t�..s ►�. (UNLESS OTHERWISE NOTED)
I
01 RAFTERS ARE 2xVs @ 16" O.G.
02 FRAMING MATERIAL SHALL BE #2 SOUTHERN YELLOW PINE
(K.D. 15).
03 RAFTERS TO BE 16" O.G. BASED ON 20 POUNDS PER SQUARE
FOOT (P.S.F.) LIVE LOAD ND 7 POUNDS PER SQUARE FOOT
(P.S.F.) DEAD LOAD. MAXIMUM UNSUPPORTED RAFTER SPAN
SHALL BE Il' -0".
04 BRACE LONGER15PAN5 WITH 2x4 STRUTS @ 48" O.G. WITH
2x6 PURLINS CONTINUOUS.i MAXIMUM SPAN SHALL BE 6'-0".
05 RIDGES, HIPS AND VALLEY ; TO BE ONE SIZE LARGER THAN
CONNECTING RAFTER AND SHALL BE SIZED TO MATCH THE
CUT END OF THE CONNECTI G RAFTER. EXAMPLE: 2x6 RAFTER
- 2x8 VALLEY
06 RAFTERS SHALL BE NAILEDTo ADJACENT CEILING JOIST TO
FORM A CONTINUOUS TIE BEETWEEN EXTERIOR WALLS WHEN
SUCH JOISTS A E PARALLEL TO THE RAFTERS. WHERE NOT
PARALLEL, RAFTER TIES SHALL BE SPACED NOT MORE THAN
48" O.C.
07 2x6 COLLAR TIES AT 48" G.C. AT UPPER 1/3 OF ROOF.
08 ROOF DECKING TO BE %a' C'D.X. WITH PANEL SPAN RATING
OF 24-0.
Ocl CRICKETS SHALL BE APPLIED TO ROOF DECKING.
10 REFER TO ELE ATION5 ONSHEET A-3.1 FOR ROOF PITCHES.
II DOUBLE FRAMING AROUND CHIMNEYS, DORMERS, SKYLIGHTS
AND ANY MAJOR ROOF;OPE ING5.
12 OUTLOOKER5 to BE 2x4 @ 6" O.C.
13 RAKES SHALL i 8".
14 FASCIAS AND RAKE BOARDS TO BE IxVs
(NFO
SRM
1„fiAT ION
BUSINE
S: VAN
STAVERN VET CLINIC
REVISION:
31021
TEXAS AVE SOUTH
15NOVII
COLLEGE
STATION, TEXAS 77845
SOU
HWOOD VALLEY PHASE 3
BLO
i
K I6 LOT 22
OWNER/DEVELOPER:
NEIL
VAN STAVERN
3102
TEXAS AVE SOUTH
COLLEGE
STATION, TEXAS 77845
(q7q)
693-8870
APPLICANT/BUILDf-R:
BEN
-HMARK HOMES
GLENN�
THOMAS
1110
12TH MAN
COLLEGE
STATION, TEXAS 77645
(97G)
i
412-5171
SQUARE FOOTAGES
TOTAL: 31565.341
EXISTING: 2,370.00
NEW: i, Ig8.3*
BLDG HEIGHT: 21'-4"
SITE ACREAGE: 0.462
REFERENCE: NONE SCALE: %4"=I'-0"
N
H
ms
a
m
DATE: 28JULY1 I
PROJECEt-11-161
DRAWN: KHO
tN
S,
m
CHECKED:
SRM
HEATED:
1.184.81P
SLAB:
I . I q8.3
REVISION:
OI NOV 11
15NOVII
30NOV I I
SHEET NUMBER
SHEET 07 OF 08