HomeMy WebLinkAboutDrawings9'-0" PLATE LINE
METAL AWNING
FINISHED FLOOR LINE
q'-0" PLATE LINE
METAL AWNING -
QUOIN CORNER
FINISHED FLOOR LINE
BRICK 230 SQ.FT. q3.5%
WINDOWS 16 SQ. FT. 6.5%
TOTAL FACADE 24(o SQ. FT.
(, 141-611
BRICK 101.3 SQ.FT. 87.1%
WINDOWS 15 SQ.FT. I 12.q%
TOTAL FACADE 1116.3 SQ.FT. 21
tn1 NORTH ELEVATION
4
0 mpw REFERENCE: NONE
SCALE: %4'=1'-0"
ELEVATION
SCALE: %4"=1'-O"
03 5OUTH ELt7.VATION
REFERENCE: NONE SCALE: %4'=1'-0"
301-811
BRICK 238 SQ. FT. q6.7%
WINDOWS 8 SQ.FT. 1 3.3%
TOTAL FACADE 246 SQ. FT.
PLATE LINE
AL AWNING
)RNER
FLOOR LINE
q'-0" PLATE LINE
FINISHED FLOOR LINE
9'-0" PLATE LINE
FINISHED FLOOR LINE
R E ° �'.7 baa# a D F� F— -
co p
JUL 2 t 2i
DEVELORAAERR MS
P AT — �s
DATE:
2gAPRI L11
PROJECT:
MH -11-133
DRAWN:
KHO
CHECKED:
SRM
HEATED:
444.741
SLAB:
444.70
REVISION:
SJUNEII
6JULY11
22JULY1 I
SHEET NUMBER
4 = 3,v2
SHEET 03 OF 03
0
GENERAL NO` E&
01 RAFTERS ARE 2xG's @ 16" O.C.
02 FRAMING MATERIAL SHALL BE #2 SOUTHERN YELLOW PINE
(K. D. 15).
03 RAFTERS TO BE 16" O.C. BASED ON 20 POUNDS PER SQUARE
FOOT (P.S.F.) LIVE LOAD AND 7 POUNDS PER SQUARE FOOT
(P.S.F.) DEAD LOAD. MAXIMUM UNSUPPORTED RAFTER SPAN
SHALL BE II' -0".
04 BRACE LONGER SPANS WITH 2x4 STRUTS @ 48" O.C. WITH
2x6 PURLINS CONTINUOUS. MAXIMUM SPAN SHALL BE 6'-011.
05 RIDGES, NIPS AND VALLEYS TO BE ONE SIZE LARGER THAN
CONNECTING RAFTER AND SHALL BE SIZED TO MATCH THE
CUT END OF THE CONNECTING RAFTER. EXAMPLE: 2x6 RAFTER
- 2x8 VALLEY.
06 RAFTERS SHALL BE NAILED TO ADJACENT CEILING JOIST TO
FORM A CONTINUOUS TIE BETWEEN EXTERIOR WALLS WHEN
SUCH JOISTS ARE PARALLEL TO THE RAFTERS. WHERE NOT
PARALLEL, RAFTER TIES SHALL BE SPACED NOT MORE THAN
48" O.C.
07 2x6 COLLAR TIES AT 48" O.G. AT UPPER 1/3 OF ROOF.
08 ROOF DECKING TO BE %2" G.D.X. WITH PANEL SPAN RATING
OF 24-0.
Oq CRICKETS SHALL BE APPLIED TO ROOF DECKING.
10 REFER TO ELEVATIONS ON SHEET A-3.1 FOR ROOF PITCHES.
11. DOUBLE FRAMING AROUND CHIMNEYS, DORMERS, SKYLIGHTS
AND ANY MAJOR ROOF OPENINGS.
12- OUTLOOKERS TO BE 2x4 @ 16" O.G.
13 RAKES SHALL BE 511.
14 FASCIAS AND RAKE BOARDS TO BE ►x(o's
15 I'-6" EAVES EXCEPT FRONT DORMERS WHICH ARE I'-0".
oni n"
GROSS WALL SQ. FT.: 682.51P PERCENTAGE OF FENESTRATION
FENESTRATION SQ. FT.: 3q.0113 TO WALL RATIO: 05.7%
IN ACCORDANCE WITH CHAPTER 5 OF THE INTERNATIONAL ENERGY
CONSERVATION CODE, AND BASED ON THE PRESCRIPTIVE BUILDING
ENVELOPE REQUIREMENTS FOR THE BRYAN/COLLEGE STATION AREA,
THE FOLLOWING SPECIFICATIONS WILL APPLY:
MAXIMUM SOLAR NEAT GAIN COEF: 0.35
MAXIMUM GLAZING U FACTOR: 0.65
MINIMUM EXTERIOR WALL R -VALUE: R-13
MINIMUM CEILING R -VALUE: R-30
MINIMUM HVAC SEER VALUE: 14 SEER W/ R6 DUCT INSULATION
NOTE
\E,�ADER
5FANe
LUMBER
SIZE
SPAN
0
2x4
0'-0" TO 3'-6"
HANGING LIGHT
2x6
3'-6" TO 6'-0"
-Q-
2x8
6'-0" TO 8'-0"
GROUND FAULT INTERRUPT
x10
V-0" TO 12'-0"
wP�
x12
12'-0" TO 14'-0"
2x12 dUEDTH
%2" CD
14'-0" TO 16'-0"
PLY
AND
M -M DESIGN IS NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
N
I I'iLED.
:,)N EXTERIOR DOORS.
ALL
FADERS #2 Y.P. OR BETTER
&* I I5®L L EGEN�) :
29APR I Li 1
BE SELF CLOSING.
21 WALLS ENCLOSING CORRIDOR TO HAVE
5/8" FIRE RATED GYP. BOARD ON E/�CH
(1) LAYER OF
SIDE.
ALL DRAWINGS, PLANS, AND SPECIFICATIONS ARE PROPERTY OF
0
DUPLEX OUTLET
-(�}-
HANGING LIGHT
GTO
COUNTER TOP DUPLEX
-Q-
WALL HUNG LIGHT
GF
GROUND FAULT INTERRUPT
60 PSF
20 P5F
wP�
WATER PROOF DUPLEX
23 CORRIDOR SHALL NOT SERVE AS AIF
12" O.C.
15'-6"
II' -10"
FLOURESCENT LIGHT
M -M DESIGN IS NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
CEILING DUPLEX
24 PUSH BAR PANIC HARDWARE TO BE
:,)N EXTERIOR DOORS.
2x6
16" O.G.
13'-6"
VENT
q' -q"
FLOOR DUPLEX
8'-6"
WALL MOUNTED
10'-2"
FA
AUDIO AND VISUAL
15'-711
220 VOLT OUTLET
12u
FIRE ALARM
$
SWITCH
2x8
GAS OUTLET
$3
3 -WAY SWITCH
T
NOSE BIB
FACILITY TO BE BUILT ACCORDING TO ACCEPTED BUILDING
PRACTICES IN ACCORDANCE WITH THE INTERNATIONAL BUILDING
CODE AND THE TEXAS ARCHITECTURAL BARRIERS ACT.
—015 FT
29APR I Li 1
BE SELF CLOSING.
21 WALLS ENCLOSING CORRIDOR TO HAVE
5/8" FIRE RATED GYP. BOARD ON E/�CH
(1) LAYER OF
SIDE.
ALL DRAWINGS, PLANS, AND SPECIFICATIONS ARE PROPERTY OF
MM DESIGN. PURCHASER'S RIGHT IS CONDITIONAL AND LIMITED
CHECKED:
RAFTERS
'ERS OF 5/8" FIRE
SIZE
SPACING
*20 PSF
30 PSF
40 P,
SF
60 PSF
20 P5F
40 PSF
23 CORRIDOR SHALL NOT SERVE AS AIF
SUPPLY OR RETURN
12" O.C.
15'-6"
II' -10"
10' Iq"
M -M DESIGN IS NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
9'-4"
24 PUSH BAR PANIC HARDWARE TO BE
:,)N EXTERIOR DOORS.
2x6
16" O.G.
13'-6"
10'-q"
q' -q"
8'-6"
13'-q"
10'-2"
12" O.C.
20'-1"
15'-711
14'
12u
12'-4"
DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE
2x8
RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M -M DESIGN WILL
27 FIRE ALARM CONTRACTOR TO SUBMIT
PLANS AND SPECS
NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR
FOR PROJECT. SYSTEM TO INCLUD
BUT NOT LIMITED TO,
16" O.C.
17'-5"
14'-2"
12'-10"
II' -3"
17'-7"
13'-6"
12" O.C.
23'-11"
Iq'-10"
18'
'0"
15'-8"
2x10
16" O.C.
20'-q"
18'-011
16'
i!'
13'-7"
22'-5"
17'-2"
" O.C.O.C'
128
18'"
21'_Igh
18'-5"
2x12
__I-2"_
16" O.C.
21'-1"
IS' -11011
15' -II"
27'-4"
20'-0"
ALL JOIST SPANS ARE BASED ON THE GIVEN
LIVE LOAD, A 10 POUND
PER SQUARE FOOT (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.S.F.) DEAD
LOAD.
SPANS ARE BASED ON THE USE OF #2 Y.P.
OR BETTER
* 20 PSF LIVE LOAD IS BASED ON A 1/240
DEFLECTION.
GENE f;P,L I ` CTE 5= (UNLESS OTHERWISE NOTED)
01 ALL WINDOWS WITHIN 2'-011 OF EXTERIOR DOOR SHALL BE MADE
OF TEMPERED GLASS.
02 DOORS SHALL BE V-8" IN HEIGHT.
03 HEADERS ON FIRST FLOOR SHALL BE 2x12's.
04 MECHANICAL OR NATURAL VENTILATI T N IS REQUIRED AT ALL
BATHROOMS AND UTILITY ROOMS.
05 WALLS AND CEILINGS SHALL BE GYP UM BOARD.
06 WINDOWS SHALL BE ALUMINUM, SING IE HUNG, WITH DIVIDED
LIGHTS AND A V-8" HEADER.
07 FRAMING MATERIAL SHALL BE #2 S. '.P. (K.D.15). @ 16' O.C.
08 STRUCTURAL BEAMS AND HEADERS SHALL BE #2 S.Y.P. (K.D. 15)
Oq 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 ONj A 40 POUNDS PER SQUARE
FOOT (P.S.F.) LIVE LOAD AND A 10 OUNDS PER SQUARE FOOT
(P.S.F.) DEAD LOAD IF THE SECOND FLOOR PARTITION IS
RUNNING PERPENDICULAR TO THE DIRECTION OF THEIR SPAN
OR 60 POUNDS PER SQUARE FOOT ( S.F.) AND 10 POUNDS
PER SQUARE FOOT (P.S.F.) IF THE IECOND FLOOR PARTITION
IS RUNNING PARALLEL TO THE DIRE ION OF THEIR SPAN.
10 ALL STEEL SHALL HAVE A MINIMUM IELD STRENGTH OF 36
KIPS PER SQUARE INCH (K.S.I.).
11 A MINIMUM OF (2) 2x4'5 SHALL BE PROVIDED FOR VERTICAL
SUPPORT UNDER EACH END OF ALL STRUCTURAL BEAMS AND
,,HEADERS LONGER THAN V-0".
12 IF GAS HOT WATER NEATER IS TO BE USED AND IS NOT IN
ATTIC, THEN THE HOT WATER NEATER SHALL BE PLACED ON
A PEDESTAL 1'-6" ABOVE FINISHED LOOR.
13 IF GAS HOT WATER NEATER IS LOCA ED IN ATTIC THEN THE
HOT WATER NEATER SHALL BE PLACED ABOVE A LOAD BEARING
PARTITION WALL IN A PAN. INCLUDE RELIEF DRAIN LINE TO
OUTSIDE OF HOUSE.
14 IIOV CONNECTIONS AND BATTERY BACKUP REQUIRED FOR
SMOKE DETECTORS.
15 VENT ALL EXHAUST FANS TO THE OUTSIDE.
16 ALL COUNTER TOP OUTLETS TO BE GROUND FAULT (G.F.C.Q.
17 PROVIDE LIGHT FIXTURE AND SMOKE1 DETECTOR AT EACH
HOT WATER HEATER AND AIR CONDITIONING UNIT LOCATION
IN ATTIC.
IS PROVIDE ELECTRIC DISCONNECT FOR 'AIR CONDITIONING
UNIT(S).
Iq PROVIDE FIRE DAMPER AT EACH RETURN AIR PLENUM.
20 CORRIDOR DOORS TO HAVE 20 MINUTE FIRE RATING AND
ti tTj
N
a
14 ui
zC V
Quj
c Z
Hca a
WW F5 g 6
Ul Ula cn Ww
O 021,2
-
0
o W CCW
9
aia.
0
O
uj C ty
:W ®.ci
.j
..1
0 �
V
LA. til
0 c 3
Q m Ix
■
DATE:
29APR I Li 1
BE SELF CLOSING.
21 WALLS ENCLOSING CORRIDOR TO HAVE
5/8" FIRE RATED GYP. BOARD ON E/�CH
(1) LAYER OF
SIDE.
ALL DRAWINGS, PLANS, AND SPECIFICATIONS ARE PROPERTY OF
MM DESIGN. PURCHASER'S RIGHT IS CONDITIONAL AND LIMITED
CHECKED:
22 CORRIDOR CEILING TO HAVE (2) LA
'ERS OF 5/8" FIRE
TO A ONE-TIME USE TO CONSTRUCT A SINGLE PROJECT ON THE LOT
SLAB:
RATED GYP. BOARD ON EACH SIDE.
REVISION:
STATED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS
CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED
23 CORRIDOR SHALL NOT SERVE AS AIF
SUPPLY OR RETURN
WITHOUT WRITTEN PERMISSION OF MM DESIGN IN COLLEGE STA, TX.
FOR ADJOINING AREAS.
M -M DESIGN IS NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
24 PUSH BAR PANIC HARDWARE TO BE
:,)N EXTERIOR DOORS.
FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN
STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL
25 CONTINUOUS RIDGE AND SOFFIT VEN
S TO BE PROVIDED
ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING
FOR ATTIC VENTILATION.
AND FOUNDATIONS. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THE
26 PANIC DEVICE TO BE INSTALLED ON
PLAYGROUND GATE.
DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE
RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M -M DESIGN WILL
27 FIRE ALARM CONTRACTOR TO SUBMIT
PLANS AND SPECS
NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR
FOR PROJECT. SYSTEM TO INCLUD
BUT NOT LIMITED TO,
ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN.
PULL STATION(S), 24 POUR MONITO
ING AND CONTROL PANEL.
ti tTj
N
a
14 ui
zC V
Quj
c Z
Hca a
WW F5 g 6
Ul Ula cn Ww
O 021,2
-
0
o W CCW
9
aia.
0
O
uj C ty
:W ®.ci
.j
..1
0 �
V
LA. til
0 c 3
Q m Ix
■
DATE:
29APR I Li 1
PROJECT:
MH -II -133
DRAWN:
KHO
CHECKED:
SRM
HEATED:
444.7 E
SLAB:
444.7*
REVISION:
8JUNE11
SHEET NUMBER
SHEET 01 OF 03
O
•
4@b7
REFER TO FOUNDATION
PLAN FOR LOCATION OF
BRICK/SIDING LEDGE
PROVIDE POSITIVE
DRAINAGE AWAY
-1N
REINFORCING - TOP AND
BOTTOM:
2'-0" DEEP BEAM: 3-#5's
2'-6" DEEP BEAM: 3-#6's
3'-0" DEEP BEAM: 3-#6'5 �N
0
#3 STIRRUPS @ 3'-0" O.C.-
1'-2" OR AS 72"
REQUIRED BY
LOCAL CODE
AMM
ff If 12 tXT. 5EA�l StCT�ICN
vmo� ® REFERENCE: 01/A-2.1 SCALE: 1"4-0"
Q
z w
� U
(17
COMPACTED SELECT
FILL P.I. < 15
6 MIL. POLYETH.
VAPOR BARRIER
2gAPRILII
Q
MN—i1-133
w
z
J
U
�
-1N
-'VN
i
N
I I
1'-2" OR AS 72"
REQUIRED BY
LOCAL CODE
AMM
ff If 12 tXT. 5EA�l StCT�ICN
vmo� ® REFERENCE: 01/A-2.1 SCALE: 1"4-0"
Q
z w
� U
(17
COMPACTED SELECT
FILL P.I. < 15
6 MIL. POLYETH.
VAPOR BARRIER
2gAPRILII
�
MN—i1-133
DRAWN:
REFERENCE: 01/A-2.1
z
SRM
HEATED:
REFER TO FOUNDATION
i
N
I I
REVISION:
w z
PLAN FOR LOCATION OF
_
U
BRICK/SIDING LEDGE
z
_I
� N
I i Illilllliil
SLOPE: I" IN 12' MIN.
h, ,'
o
_
0
III
N
4
fn
'
J
I I
O
�
_
N
U
I I
N
cn
o
ern'
_�
1'-2" OR AS 72"
REQUIRED BY
LOCAL CODE
AMM
ff If 12 tXT. 5EA�l StCT�ICN
vmo� ® REFERENCE: 01/A-2.1 SCALE: 1"4-0"
Q
z w
� U
(17
COMPACTED SELECT
FILL P.I. < 15
6 MIL. POLYETH.
VAPOR BARRIER
Iz-
COMPACTED
SELECT FILL
P.I. < 15
Ed Q 6 MIL. POLYETH.
0 VAPOR BARRIER
z
Q
w
O
fel a e) -
r IITI=III
IIII
@ I'-0" O.C.E.W.
I
#3 STIRRUPS @ 3'-0" O.C.
REINFORCING - TOP AND
BOTTOM:
71"21-011 ORA 2" 21-011 DEEP BEAM: 3-#5's
2'-(o" DEEP BEAM: 3-#6'5
REQUIRED BY 3'-0" DEEP BEAM: 3-#6's
LOCAL CODE
03 IN7.
2gAPRILII
�
MN—i1-133
DRAWN:
REFERENCE: 01/A-2.1
z
SRM
HEATED:
REFER TO FOUNDATION
i
N
-
Q -iN
REVISION:
w z
PLAN FOR LOCATION OF
_
U
BRICK/SIDING LEDGE
z
_I
� N
__
SLOPE: I" IN 12' MIN.
h, ,'
o
Q
w
J
U
III III_I i I II II
cn
Iz-
COMPACTED
SELECT FILL
P.I. < 15
Ed Q 6 MIL. POLYETH.
0 VAPOR BARRIER
z
Q
w
O
fel a e) -
r IITI=III
IIII
@ I'-0" O.C.E.W.
I
#3 STIRRUPS @ 3'-0" O.C.
REINFORCING - TOP AND
BOTTOM:
71"21-011 ORA 2" 21-011 DEEP BEAM: 3-#5's
2'-(o" DEEP BEAM: 3-#6'5
REQUIRED BY 3'-0" DEEP BEAM: 3-#6's
LOCAL CODE
03 IN7.
2gAPRILII
�
MN—i1-133
DRAWN:
REFERENCE: 01/A-2.1
SCALE: 0=1'-0"
SRM
HEATED:
REFER TO FOUNDATION
SLAB:
444.70
REVISION:
w z
PLAN FOR LOCATION OF
_
U
BRICK/SIDING LEDGE
z
__
SLOPE: I" IN 12' MIN.
h, ,'
-IN
COMPACTED SELECT
FILL P.I. < 15
-IN
O
6 MIL. POLYETH.
VAPOR BARRIER w
=N
2gAPRILII
�
MN—i1-133
DRAWN:
KHO
CHECKED:
SRM
HEATED:
444.70
SLAB:
444.70
REVISION:
BJUNE11
' , (,'' '"y, '�, 'l. . 't l• I r
. r r.,1
� ' y'. , ' fir, i y' r
..y .'.
h, ,'
III III_I i I II II
o
— III
_�
I
i
i us@ I -0 O.G.E.
I
O
N._
N
I
N
W
#3
STIRRUPS @ U
31-
O.C.
`— —
I
rn
i
NL
REI FORGING - TOP AND
71" lu BO OM:
2 1'-2" OR AS 72 2'-0' DEEP BEAM: 3-#5'5
REQUIRED BY 2'-6'' DEEP BEAM: 3-#05
LOCAL CODE 3'-0' DEEP BEAM: 3-#6's
f"0f<CH 6ECTION:
REFERENCE: 01/A-2.1 SCALE: I"=1'-0"
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 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 -t-1 DESIGN WILL
NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR
ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN.
5IM50L. LEGiEND:
— TYPICAL BEAM. REFER TO 02, 03, AND 04
ON SHEET A-2.1 FOR BEAM DETAILS.
5%2" BRICK LEDGE. REFER TO 02 AND 04 ON SHEET
A-2.1 FOR DETAILS.
SLOPED/RECESSED AREA.
i
NERAL NOTE5
GRADE BEAM EXCAVATIONS SHALL BE PLUMB, NEAT AND
THOROUGHLY CLEANED. CONCRETE SHALL BE PLACED
IMMEDIATELY AFTER EACH POUR SECTI N HAS BEEN PREPARED.
CONCRETE
ALL STRUCTURAL CONCRETE SHALL BE ; NORMAL -WEIGHT WITH
A MINIMUM 28 -DAY COMPRESSIVE STR NGTH OF 3,000 PSI.
CONCRETE MIX SHALL CONTAIN 5 SACKS OF CEMENT PER CUBIC
YARD (MINIMUM) AND 7 GALLONS OF WATER PER SACK OF
CEMENT (MINIMUM). ALL CONCRETE W RK SHALL CONFORM
TO AGI 318.
REINFORCING STEEL
ALL REINFORCING BARS SHALL BE AST111 A615 GRADE 60
(EXCEPT #3 BARS GRADE 40). DETAILING, FABRICATING AND
PLACEMENT SHALL CONFORM TO THE ACII DETAILING MANUAL
AND ACI 318. LAP CONTINUOUS BARS 4CI DIAMETERS AT SPLICES
CONCRETE PROTECTION FOR REINFORCE ENT (COVER) SHALL
BE AS FOLLOWS:
I" TOP FOR GRADE BEAMS
23 CAST AGAINST FORMS
3" CAST AGAINST 501L
PROVIDE SUPPORT CHAIRS FOR ALL RE NFORCING STEEL.
INSTALL #5 x 4'-0" L -SHAPED BARS TOP AND BOTTOM IN
EXPOSED FACE OF EXTERIOR GRADE B M CORNERS.
MISCELLANEOUS
IT SHALL BE THE RESPONSIBILITY OF I NE CONTRACTOR TO:
01 EXAMINE ALL DRAWINGS FOR FLOOR ;ELEVATIONS, CURBS,
SLOPES DEPRESSED FLOOR AREAS AND EMBEDDED ITEMS.
02 COMPARE ARCHITECTURAL AND STR IDI CTURAL 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 ALLICOMPONENTS NOR
PROCEDURES NECESSARY FOR CONSTRUCTION SAFETY; SUCH
ITEMS ARE THE RESPONSIBILITY OF TN '!-CONTRACTOR.
DATE:
2gAPRILII
PROJECT:
MN—i1-133
DRAWN:
KHO
CHECKED:
SRM
HEATED:
444.70
SLAB:
444.70
REVISION:
BJUNE11
SHEET NUMBER
A=2,vl
SHEET 02 OF 03
«y -O" PLATE LINE
F|N1514ED FLOOR LINE
-
_
FINISHED FLOOR UNE
- -------- -- -- ----
9'+0" PLATE LINE
FINISHED FLOOR LINE
F/NUGAEQ FLOOR LINE
DATE:
2qAPRILII
PROJECT:
NH -11-133
DRAWN:
KHO
CHECKED:
SRM
14EATED:
444.7 EP
SLAB:
444.7rP
REVISION:
BJUNE11
q'-0" PLATE LINE
METAL AWNI
FINISHED FLOOR LINE
q'-0" PLAT
METAL
Quc
FINISHED F
301-811
BRICK 230 SQ.FT. q3.5%
WINDOWS 16 SQ.FT. 6.5%
TOTAL FACADE 246 SQ.FT.
ol
NOIRITH ELt=VATION
REFERENCE:NONE
SCALE: %4"=1'-0"
BRICK 101.3 SQ.FT.j 87.1%
WINDOWS 15 SQ.FT. 12.q%
TOTAL FACADE 1116.3 SQ.FT.
Mo)EA5T ELEVATION: NONE
SCALE: %4"=V -Q"
PLATE LINE
ETAL AWNING
CORNER
D FLOOR LINE
q'-0" PLATE LINE
INISHED FLOOR LINE
q'-0" PLATE LINE
- FINISHED FLOOR LINE
DATE:
2gAPRl L11
PROJECT:
MH—II-133
DRAWN:
KHO
CHECKED:
SRM
HEATED:
444.71P
SLAB:
444.7
REVISION:
SJUNEII
BRICK
SQ.FT.
238
O 5UTH
ELt�=VATICN
W
WINDOWS
8
3.3%
SQ.FT. 3.3%
03
TOTAL FACADE
246
SQ. FT.
REFERENCE: NONE
SCALE: %4'=1'-0"
PLATE LINE
ETAL AWNING
CORNER
D FLOOR LINE
q'-0" PLATE LINE
INISHED FLOOR LINE
q'-0" PLATE LINE
- FINISHED FLOOR LINE
DATE:
2gAPRl L11
PROJECT:
MH—II-133
DRAWN:
KHO
CHECKED:
SRM
HEATED:
444.71P
SLAB:
444.7
REVISION:
SJUNEII
6JULY11
22JU LY 11
SHEET NUMBER
)4=32
0
SHEET 03 OF 03
\\t5client\M\Project5\Marlott Pomes, Inc\( MH-II-13) Golden Keys Addition\5ite Plao.c6q, 61812011 10:4727 AM
d
10
UN
N
r
A
m n
r
ro
A_tIt
w7
O-
b
�r
�
23'-4"—
N
1
W
20.0' DIE DD / BL
I
I PROF'I - I
I ADD17101
I-k
lb,
103
IF
Id a
I
T <[I
ml
-u
1�7I
-
I�
m
I
I
I
I
N
N
i
I
I
m
N
I
1
ut
NI
I
�I
I
---L
I I
---L
12. PUBLIC A
_ _ RIVATE
4G.50' N 44'37'14"
IS ROAD _