HomeMy WebLinkAboutDrawings3 COLLEGE MAIN
ION** TX
COLLEGE STAT
Manuel Zacharias
F: 979.680.8841
www.gessnere
gineering.com
LU
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MEP Engineer Date: 09.12.2013
Project Number: 213.16
Drawn by: AS
Checked by: AGH
COVER
Ao-wo
SHEET 00 OF Ol
2
REVISIONS
ARCHITECTURAL SYMBOLS LEGEND
290.0•
SPOT ELEVATION
BUILDING SECTION
A•
a
CONCRETE
SECTION NUMBER
Ai__�
Unnamed
SHEET NUMBER
wP
--
WORK POINT
01
Al
REVISION
ELEVATION
EARTH FILL
GENERAL- INFORMATION
DRAWING NUMBER
A0.2
GYPSUM BOARD
,4x.x �-SHEET NUMBER
01
WALL TYPE
11
05
oa o
BUILT UP ROOFING
WALL SECTION
�- NOTE
KEYED NOTE
08
DRAWING NUMBER
09
ELLLLLL
LLLLLLLLL
ax.x SHEET NUMBER
O1
DOOR NUMBER KEY
C6.0
RIGID INSULATION
C7.0
INTERIOR ELEVATION
O
WINDOW OR LOUVER
�''-- ELEVATION NUMBER
BRICK & MASONRY
NUMBER KEY2
x 3 SHEET NUMBER
i1 E4
COLUMN LINE
4
19
METAL SIDING
20
1i
EQUIPMENT KEYDETAIL
All
22
A3.2
.� DRAWING NUMBER
A4.1
CENTER LINE, FLOOR LINES
'x SHEET NUMBER
_
IN EXTERIOR ELEVATIONS-----
---,--
A5.1
27
4 ) AREA OF DETAIL
- - -
PROPERTY/BOUNDARY LINES
------------
-----------ITEM
A6.1
IT EM SHOWN ABOVE/BELOW
Room name
--------
OR TO BE REMOVED U.O.N.ROOM
NAME
S1.1
(ON DEMO DWGS.)
101 NUMBER
34
BED OF SEALANT
150 SF AREA
�-- - -
MATCH LINE.
S2.1
37
ALIGN
38
S3.2
EXISTING STRUCTURE
39
S3.3
AND PARTITION
NORTH ARROW
S3.4
UNNAFFECTED AREAS
S5.1
42
SHEET NAMING CONVENTIONS
DRAWING SHEET DISCIPLINE
A - ARCHITECTURAL C CIVIL
S - STRUCTURAL M - MECHANICAL
E - ELECTRICAL P - PLUMBING
A2001
__j
SHEET NUMBER IN DISCIPLINE
MATERIAL SYMBOLS
CONCRETE (PLAN)
GENERAL- NOTES
A•
a
CONCRETE
-_E
(SECTION)
Unnamed
00
STEEL
COVER
01
BATT INSULATION.
FLOOR PIANS
II-III=111=III-
EARTH FILL
GENERAL- INFORMATION
02
A0.2
GYPSUM BOARD
03
A0.3
ACOUSTIC CEILING TILE
11
05
oa o
BUILT UP ROOFING
C 1.0
07
WOOD
08
C3.0
09
ELLLLLL
LLLLLLLLL
CERAMIC TILE
C5.0
11
C6.0
RIGID INSULATION
C7.0
13
IA1.0
STUCCO
A1.2
BRICK & MASONRY
A 1.3
17
A1.4
CMU BLOCK
A2.0
19
METAL SIDING
20
A2.2
21
All
22
A3.2
23
A4.1
E.I.F.S. SYSTEM
A4.2
FACE BRICK
A4.3
__z..
A5.1
27
A5.2
28
A5.3
CONTINUOUS WOOD
A6.1
30
A6.2
31
NON-CONTINOUS WOOD
32
S1.1
33
S1.2
34
BED OF SEALANT
35
�(((
36
S2.1
37
S3.1
38
S3.2
*******BUILDING SECTIONS
39
S3.3
*******FRAMING SECTIONS
*******FRAMING SECTIONS
*******FOUNDATION DETAILS
*******FOUNDATION DETAILS
*******FOUNDATION DETAILS
*******FRAMING DETAILS
*******FRAMING DETAILS
*******FRAMING DETAILS
*******MEP SITE PLAN
*******MECHANICAL HVAC PLAN
*******MECHANICAL HVAC PLAN
*******MECHANICAL ROOF PLAN
*******PLAN
*******ELECTRICAL SCHEDULES & DETAILS
*******ELECTRICAL POWER PLAN
*******ELE:CTRICAL LIGHTING PLAN
*******ELECTRICAL LIGHTING PLAN
*******ELE CTRICAL ROOF PLAN
*******ELE CTRICAL LIGHTING PLAN
*******PLUMBING RISER SCHEDULES
*******PLLJMBING DWV PLAN
*******PLLJMBING DOM WATER PLAN
40
S3.4
41
S5.1
42
S5.2
43
IS5.3
44
S5.4
45
S5.5
46
S5.6
47
MEP1.1
48
M1.1
GENERAL NOTES
1. DO NOT SCALE DRAWINGS. WHERE DIMENSIONS
BETWEEN SMALL SCALE AND DETAIL DRAWINGS
DIFFER, DETAIL DIMENSIONS SHALL GOVERN. FIELD
VERIFY ALL DIMENSIONS. NOTIFY ARCHITECT OF
ANY DISCREPANCIES.
2. PERFORM ALL WORK IN ACCORDANCE WITH THE
APPLICABLE CODES OF THE LOCAL JURISDICTION.
3. PERFORM ALL WORK IN ACCORDANCE WITH THE
ACCEPTED STANDARDS OF THE TRADES. INSTALL ALL
MANUFACTURED ITEMS IN STRICT ACCORDANCE
WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND
RECOMMENDATIONS COMPLETE WITH ALL
PLUMBING, MECHANICAL AND ELECTRICAL
CONNNECTIONS, AS REQUIRED FOR COMPLETE
INSTALLATION.
4. FIELD VERIFY EXISTING CONDITIONS PRIOR TO
STARTING THE WORK. SHOULD THE CONTRACTOR
FIND, AFTER THE VISIT TO THE SITE OR DURING
CONSTRUCTION, ANY DISCREPANCIES, OMMISIONS,
AMBIGUITIES, OR CONFLICTS IN OR AMONGTHE
DRAWINGS, OR BE IN DOUBT AS TO THEIR MEANIW'3,
HE/SHE SHOULD IMMEDIATELY NOTIFY THE
ARCHITECT IN WRITING BEFORE PROCEEDING.
5. WHERE THE WORDS "PATCH "M.ATCh" , "f.LyAIR ',
"REPLACE", AND THE LIKE ARE USED, SPECIAL CA
SHOULD BE TAKEN TO ENSURE THAT COLORS;
TEXTURES, SNF FINISHES OF DISTURBED ARErS STALL
MATCH IN ALL RESPECTS. REPLACE IS DEFINED AS
REMOVE EXISTING AND INSTALL NEW INCLUDING
ALL APPROPRIATE ELECTRICAL CONNECTIONS
AND WITH MATCHING OR COMPATIBLE
EQUIPMENT. OR MATERIAL AS SHOWN, SPECIFIED
OR REQUIRED FOR COMPLETE INSTALLATION.
6. DEMOLITION SHALL GENERALLY BE ARRANGED TO
AGREE WITH THE ACCOMPLISHMENT OF WORK IN
COORDINATION WITH THE WORK OF OTHER TRADES.
EXAMINE ALL DRAWINGS FOR ADDITIONAL
REQUIREMENTS.
7. PATCH ALL HOLES IN WALLS AND FLOORS, AND
REPAIR OR REPLACE ALL EXISTING ITEMS
DAMAGED BY THE WORK IN THE AREA AFFECTED.
BY THE WORK WHETHER OR NOT SPECIFICALLY.
8. ISOLATE DISSIMILAR METALS IN CONTACT' WITH
EACH OTHER TO PREVENT ELECTROLYTIC ACTION.
9. PROVIDE REINFORCED WALLS AND BACKUP AS
REQUIRED FOR ALL WALL HUNG OR SUPPORTED
ITEMS WHERE INDICATED FOR ITEMS PROVIDED BY
GC OR BY OWNER.
10. PROVIDE A REASONABLY SMOOTH AND LEVEL FOC "
SURFACE TO RECEIVE STUD PARTITIONS AND FI`,�iAL
FINISHES.
11. DOUBLE -UP STUDS AT ALL DOOR OR CASED
OPENINGS.
12. CONTRACTOR SHALL LAY OUT SPACE IN ITS
ENTIRETY FOR REVIEW BY ARCHITECT PRIOR TO
ELECTRICAL ROUGH -IN
13. CONTRACTOR SHALL LAY OUT ALL ELECTRICAL
SWITCHES AND RECEPTACLES FOR REVIEW BY
ARCHITECT PRIOR TO ELECTRICAL ROUGH -IN.
14. THE CONTRACTOR SHALL PERFORM ALL WORK IN
STRICT ACCORDANCE WITH THE CONTRACT
DOCUMENTS. THE CONTRACTOR WILL INFORM
THE ARCHITECT OF ANY PROPOSED SUBSTITUTIONS
IN WRITING AND WILL NOT PROCEED WITH THE
PROPOSED SUBSTITUTIONS WITHOUT CONSENT
FROM THE ARCHITECT.
15. ALL CONSTRUCTION AND EQUIPMENT IS NEW,
UNLESS NOTED OTHERWISE.
I
INDEX OF DRAWINGS
A0.5
GENERAL- NOTES
A0.6
PROJECT SPECIFICATIONS
A5.5
Unnamed
00
A0.0
COVER
01
A1.1
FLOOR PIANS
01
A0.1
GENERAL- INFORMATION
02
A0.2
ADA/TAS GUIDELINES
ADA/TAS GUIDELINES
LIFE SAFETY PLAN INFORMATION
*******GENERAL CIVIL NOTES
*******CIVIL DEMOLITION PLAN
*******CIVIL DIMENSION CONTROL PLAN
*******CIVIL PAVING PLAN
*******CIVIL GRADING PLAN
*******CIVIL UTILITY PLAN
*******ER(DSION CONTROL PLAN
*******CIVIL DETAILS
DEMOLITION PLAN
FLOOR PLAN
ROOF PLAN
OTHER OVERALL FLOOR PLANS
DEMOLITION ELEVATIONS
BUILDING ELEVATIONS
INTERIOR ELEVATIONS
FULL BUILDING SECTIONS
FULL WAL-L SECTIONS
ENLARGED FLOOR PLANS
PLAN ENI-ARGEMENTS
PLAN DERAILS
SECTION ENLARGEMENTS
SECTION DETAILS
ARCHITECTURAL DETAILS
ARCHITECTURAL SCHEDULES
ARCHITECTURAL SCHEDULES
*******OVERALL DIMENSION PLAN
*******FOUNDATION PLAN
*******PIER PLAN
*******BASEPLATE PLAN
*******WALL PLAN
*******PLAN
*******BUILDING SECTIONS
03
A0.3
04
A0.4
05
C0.0
06
C 1.0
07
C2.0
08
C3.0
09
C4.0
10
C5.0
11
C6.0
12
C7.0
13
IA1.0
15
A1.2
16
A 1.3
17
A1.4
18
A2.0
19
A2.1
20
A2.2
21
All
22
A3.2
23
A4.1
24
A4.2
25
A4.3
26
A5.1
27
A5.2
28
A5.3
29
A6.1
30
A6.2
31
S0.1
32
S1.1
33
S1.2
34
S1.3
35
SIA
36
S2.1
37
S3.1
38
S3.2
*******BUILDING SECTIONS
39
S3.3
*******FRAMING SECTIONS
*******FRAMING SECTIONS
*******FOUNDATION DETAILS
*******FOUNDATION DETAILS
*******FOUNDATION DETAILS
*******FRAMING DETAILS
*******FRAMING DETAILS
*******FRAMING DETAILS
*******MEP SITE PLAN
*******MECHANICAL HVAC PLAN
*******MECHANICAL HVAC PLAN
*******MECHANICAL ROOF PLAN
*******PLAN
*******ELECTRICAL SCHEDULES & DETAILS
*******ELECTRICAL POWER PLAN
*******ELE:CTRICAL LIGHTING PLAN
*******ELECTRICAL LIGHTING PLAN
*******ELE CTRICAL ROOF PLAN
*******ELE CTRICAL LIGHTING PLAN
*******PLUMBING RISER SCHEDULES
*******PLLJMBING DWV PLAN
*******PLLJMBING DOM WATER PLAN
40
S3.4
41
S5.1
42
S5.2
43
IS5.3
44
S5.4
45
S5.5
46
S5.6
47
MEP1.1
48
M1.1
49
M1.2
50
M2.1
51
M3.1
52
E0.1
53
E1.1
54
E1.2
55
E1.3
56
E2.1
57
E2.2
58
P0.1
59
P1.1
60
P1.2
INDEX OF DRAW
( + CREATE + SUSTAIN
Eastmark Drive Suite 200
ge Station, TX 77840
1.693.3179
>.693.8370
:insArch.com
NOT FOR
CONSTRUCTION
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PRELIMINARY
REVIEW
1.13.14
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Date: 09.12.2013
Project Number: 213.16
Drawn by: AS
Checked by: AGH
GENERAL
INFORMATION
A00.1
SHEET 01 OF 01
REVISIONS
E
E
E.
0
0
36"
Min.
Minimum Clear Width
4.2.1 for Single Wheelchair
60" Diameter Space
48" Min.60" Min. f 48'i Min. 12" Min
N
l / _ ni
,
C> �d� o "
LL
Minimum Clear Floor Space 4.2.4 Parallel Alcove 1—
4.2.4 for Wheelchairs LMinimum Clear Floor Space 30" Min. in
30" Min. _J36 Mm. 4.2.a 6° 4.2.4 Parallel Alcove
4.2.4 Frontal Approach Alcove
a:2.4 PP Minimum Clear Floor Space
Frontal Approach. Frontal Approach Alcove Minimum Clear Floor Space
Minimum Clear Floor Space Minimum Clear Floor Space If x is greater than 15", then an additional
If X is greater than 24", then 12" min. of clearnace shall be provided as
an additional clearnace of 6"
Min. shall be provided as
" Max.
c
co� N
co
4.4.1 Protruding Objects
When the leading edge is between 27"
and 80" above F.F.
X
E
Shom
Z
48" Min.
4. 2.5 Maximum Forward Reach
Over an Obstruction
Note: X shall be < 25" , Z shall be > X.
When X, 20", then Y shall be 48" max.
When X is 20"-25", then Y shall be 44" max.
SPACE ALLOWANCES &REACH RANG
32" Min.
4.13.5 CLEAR WIDTH
POCKET DOOR
32" Min.
E
4.13.5 CLEAR WIDTH
FOLDING DOOR
All Types of Doors
32" Min:
E
4.13.5
DOORWAY WIDTH
MINIMUM
PULL SIDE
Y= 54" Min if Door has Closer
co
24" Min.
r, E32 Mm.
4.13.6 LATCH SIDE APPROACHES
SWINGING DOORS
o G
0
M
—t
x
_z_J
48" Min.
4.2.5 Maximum Forward Reach
Over an Obstruction
Note: X shall be < 25" , Z shall be >
X. When X, 20", then Y shall be 48"
max. When X is 20"-25", then Y shall
be 44" max.
c�
N
Cane Range
4.4.1 Protruding Objects
When the leading edge is at or
below 27" above F.F. protrusion
may be any depth
1
00
d-
1011 L 30" Min. —J
Max.
a 2 6 Clear Floor Space
Parallel Approach
Cane hits post
before person his
Nobject
CU
cu
C�
12" Max.
4.4.1 Protruding Objects
t g
When the object is free8! anding on posts ,
then 12" maximum protrusion.
Oo
�t-
4.13.6
FRONT APPROACH
SLIDING & FOLDING DOORS
32" Min.
N
4.13.5
DOORWAY DEPTH
MAXIMUM
10" Max
pith
Clear Width AnV DE
Required
26 to 50
F
CID
4
rn
t
�
4.2.6 Maximum Side Reach Limits
High limit =54" Low =9"
J
3
xs
Over an Obstruction
N
4.4.1 Protruding Objects
When the leading edge is at or below 27"
above F.F. protrusion may be any depth
SPACE ALLOWANCES &REACH RANG
32" Min.
4.13.5 CLEAR WIDTH
POCKET DOOR
32" Min.
E
4.13.5 CLEAR WIDTH
FOLDING DOOR
All Types of Doors
32" Min:
E
4.13.5
DOORWAY WIDTH
MINIMUM
PULL SIDE
Y= 54" Min if Door has Closer
co
24" Min.
r, E32 Mm.
4.13.6 LATCH SIDE APPROACHES
SWINGING DOORS
o G
0
M
—t
x
_z_J
48" Min.
4.2.5 Maximum Forward Reach
Over an Obstruction
Note: X shall be < 25" , Z shall be >
X. When X, 20", then Y shall be 48"
max. When X is 20"-25", then Y shall
be 44" max.
c�
N
Cane Range
4.4.1 Protruding Objects
When the leading edge is at or
below 27" above F.F. protrusion
may be any depth
1
00
d-
1011 L 30" Min. —J
Max.
a 2 6 Clear Floor Space
Parallel Approach
Cane hits post
before person his
Nobject
CU
cu
C�
12" Max.
4.4.1 Protruding Objects
t g
When the object is free8! anding on posts ,
then 12" maximum protrusion.
Oo
�t-
4.13.6
FRONT APPROACH
SLIDING & FOLDING DOORS
32" Min.
N
4.13.5
DOORWAY DEPTH
MAXIMUM
10" Max
30" Min.
tJ /-
1
26 to 50
c�
CID
4
rn
6
over 500
4.2.6 Maximum Side Reach Limits
High limit =54" Low =9"
30" Min. 24"
E
Number of Req'd
Wheelchair Spaces
tJ /-
1
26 to 50
c�
51 to 300
4
301 to 500
6
over 500
NT
M
3
4.2.6 Maximum Side Reach Limits
Over an Obstruction
High limit =46"
Capacity of Seating
in Assembl Areas
Number of Req'd
Wheelchair Spaces
4to25
1
26 to 50
2
51 to 300
4
301 to 500
6
over 500
pi.;nI �Ls al for each total
seating capacity increase of ISD
In places of assembly with fixed seating,
accessible wheelchair locations shall
comply with chart. In addition, 1 % (or at
least one) of all fixed seatis shall be and
aisle seat with no armrest on the aisle
side.
Accessible Seatbg
j— 54" Min. 1
I�
I I CV
}.13.6
SLIDE SIDE APPROACH
SLIDING & FOLDING DOORS
1E
E �
I
32" Min. 71 �
4.13.6 FRONTAL APPROACHES
SWINGING DOORS
IF DOOR HAS BOTH CLOSER & LATCH, X =12"
PUSH blult
Y = 48" Min. if Door has Closer
I- E - -� �
X
24" Min.
I
L/
4.13.6 LATCH SIDE APPROACHES
SWINGING DOORS
ADA/TAS O 1
VC Kivu muIn nmliura
SCALE: 1/8" = V-0"
� X 24" Min.
EI E
I
v
4.13.6
LATCH SIDE APPROACH
SLIDING & FOLDING DOORS
PULL SIDE
I
c I
Icp
18" Min. 24" on
32" Min.
4.13.6 FRONTAL APPROACHES
SWINGING DOORS
48" Min.
4.13.7
CLEAR FLOOR SPACE
TWO HINGED DOOR SERIES
48" Min.
4.13.7
CLEAR FLOOR SPACE
TWO HINGED DOOR SERIES
Equipment Permitted in Shaded Area
17"-25"
8" Min.
6" Max.
4.15.5 DRINKING FOUNTAIN
SPOUT HEIGHT & KNEE SPACE
WATER COOLERS
&DRINKING FOUNTAIN
CLEARANCES
II
(I
gr,° Min. 60" Min.
96" Min. for Vans
252" Min.
4.6.3 Dimensions of Acessible
Parking Spaces
Number of Req'd
Accessible S aces
To al Parking
I in Lot
Number of Req'd
Accessible Spaces
1 to 25
-
201. to 300
am- 6191 mg -�
26 to 50
80" Min.
68" Min.
8
51 to 75
3
401
EE
9
76 to 100
4
501
to 1000
2 percent of total
101 to 150
5
1001
h
over
'.
PI. 11 for
each 100 -at 1000
to 200
Ll 51 to 2=00
6.151
6
30" to 34" Max
Nominal Diameter of Handrail
1.25" to 1.5"
N
1.25" to 1.5" Max
Clear Space from Mounting Surface
s O- 00
a
2
1.5" Min
Elevators
cc� c
G C
c c
cc CC_
C C
_
L(7
Car ControlFloor Buttons
� O .0
Frontal Approach
48" Max
e� —
LO
LO
Lo
45" Max
L�Ci C� COP
00
64" Max
00 w0
_
Emergency Control Buttons
��
li
Z
a
C nterline of Button
oo M
I
35" Min
ZZ
mergency Communications
I
PAN L PANEL
PANEL
axMaxMax
-
C L 00
Controls/Ope ating Mechanisms
28 to 48 Max
28" to 42" Max
FIRE EXTINGUISHER
I
LO
M
Drinking Fountains & Water Cooler
�- J
" J
36 Min.
CABINET MOUNTING
pot erg o ou a
36" Max (;
4.10.9 36" Min.
4.10.9
Knee Clearance
HEIGHT
26" Min
28" Min
Side Approach
Interior Exterior
Spout Height
36" Max. l
32" Max.
34" Max.
Water Closets
ELEVATOR WITH CENTER OPENING
ELEVATOR WITH SIDE OPENING
14" to 15" Max
4.10.12
Grab Bars
33" to 36" Mak
28" to 30" Max
30" to 32" Max
ELEVATOR
CAB & CONTROLS CONDITIONS
42" Max
ELEVATOR coNTRoI_s & INDICATORS.ACCESSIBLE
Urinals
� X 24" Min.
EI E
I
v
4.13.6
LATCH SIDE APPROACH
SLIDING & FOLDING DOORS
PULL SIDE
I
c I
Icp
18" Min. 24" on
32" Min.
4.13.6 FRONTAL APPROACHES
SWINGING DOORS
48" Min.
4.13.7
CLEAR FLOOR SPACE
TWO HINGED DOOR SERIES
48" Min.
4.13.7
CLEAR FLOOR SPACE
TWO HINGED DOOR SERIES
Equipment Permitted in Shaded Area
17"-25"
8" Min.
6" Max.
4.15.5 DRINKING FOUNTAIN
SPOUT HEIGHT & KNEE SPACE
WATER COOLERS
&DRINKING FOUNTAIN
CLEARANCES
II
(I
gr,° Min. 60" Min.
96" Min. for Vans
252" Min.
4.6.3 Dimensions of Acessible
Parking Spaces
This unit has no knee space
I, 30" Min.
II
E
� o
F -
co
4-
4.15,5 BUILT-IN
DRINKING FOUNTAIN
CLEAR FLOOR SPACE
This unit has no knee space
30" Min.
F
� O
E
15.5
DRINKING FOUNTAIN
BLEAR FLOOR SPACE
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.15.5
Molanting Height
Drinking Fountain
(AC)A & Non -ADA)
Full Length of Vehicle Pull Up Space
0
co
4.6.5 Access Aisle at Passenger
Loading Zones
4.7.5 CURB RAMPS
FLARED SIDES
If X is less than 48", then the slope of
the flared side shall not exceed 1:12
12
Signage Mounting
Location & Height
36�� Mir.
10
4.7.6 BUILT-UP CURB RAMPS
Shall be located so as not to project into vehicular traffic
lanes or into spaces that interfere with persons entering or
exiting parked or standing vehicles.
PARKING SPACES &CURB ALLOWANCES
SIGNAGE
Letters & numbers shall have a height to width ratio
between 3:5 and 1:1 and a stroke width to height
ration between 1:5 & 1:10 using a upper case "X" for
measurement.
Letters and Numerail shall be raised 1/32", upper
case, Sans Seri'; or Sln-iple Serif the font and shall be
accompanied with Grade 2 Braille. Raised
characters shall be at least 5/8" high but no higher
than 2". Pictograms shall be accompanied by the
equivalent verbal description placed directly below
the pictogram. The border dimension of the
pictogram shall be 6" minimum in height.
The finish of the characters & background shall be
eggshell, matte or other non -glare finishes.
Characters shall contrast with their background, by
means of dark and light color variations.
Parkin Space ; eguirements
Total Parking
in Lot
Number of Req'd
Accessible S aces
To al Parking
I in Lot
Number of Req'd
Accessible Spaces
1 to 25
1
201. to 300
am- 6191 mg -�
This unit has no knee space
I, 30" Min.
II
E
� o
F -
co
4-
4.15,5 BUILT-IN
DRINKING FOUNTAIN
CLEAR FLOOR SPACE
This unit has no knee space
30" Min.
F
� O
E
15.5
DRINKING FOUNTAIN
BLEAR FLOOR SPACE
� o
.15.5
Molanting Height
Drinking Fountain
(AC)A & Non -ADA)
Full Length of Vehicle Pull Up Space
0
co
4.6.5 Access Aisle at Passenger
Loading Zones
4.7.5 CURB RAMPS
FLARED SIDES
If X is less than 48", then the slope of
the flared side shall not exceed 1:12
12
Signage Mounting
Location & Height
36�� Mir.
10
4.7.6 BUILT-UP CURB RAMPS
Shall be located so as not to project into vehicular traffic
lanes or into spaces that interfere with persons entering or
exiting parked or standing vehicles.
PARKING SPACES &CURB ALLOWANCES
SIGNAGE
Letters & numbers shall have a height to width ratio
between 3:5 and 1:1 and a stroke width to height
ration between 1:5 & 1:10 using a upper case "X" for
measurement.
Letters and Numerail shall be raised 1/32", upper
case, Sans Seri'; or Sln-iple Serif the font and shall be
accompanied with Grade 2 Braille. Raised
characters shall be at least 5/8" high but no higher
than 2". Pictograms shall be accompanied by the
equivalent verbal description placed directly below
the pictogram. The border dimension of the
pictogram shall be 6" minimum in height.
The finish of the characters & background shall be
eggshell, matte or other non -glare finishes.
Characters shall contrast with their background, by
means of dark and light color variations.
Parkin Space ; eguirements
Total Parking
in Lot
Number of Req'd
Accessible S aces
To al Parking
I in Lot
Number of Req'd
Accessible Spaces
1 to 25
1
201. to 300
7
26 to 50
2
301 to 400
8
51 to 75
3
401
to 500
9
76 to 100
4
501
to 1000
2 percent of total
101 to 150
5
1001
h
over
'.
PI. 11 for
each 100 -at 1000
to 200
Ll 51 to 2=00
6.151
6
30" to 34" Max
Nominal Diameter of Handrail
1.25" to 1.5"
Access aisles adjacent to accessible spaces
shall be 60" wide at a minimun. (certain
exception where noted). Parallel Parking is
discouraged. Spaces nee to be located
along the accessible path! Each spot shall
have appropriate signage in complinace
with TAS guidelines.
General Reguirements
GENERAL PROVISIONS
Adult,
These are required provision
Grade K-5
Grade 6-9
Reach Ranges
with adults (above the age of 15) as primary
children (ages ranges
ron a Approachax
shown) as primary users. In
ax
ax
Side ApproachMax
with these provided
(MaxMax
Ramps & Stairs
opo an rar npprng u ace
34" to 38" Max
28" to 34" Max
30" to 34" Max
Nominal Diameter of Handrail
1.25" to 1.5"
Max 1.25" to 1.5" Ma
1.25" to 1.5" Max
Clear Space from Mounting Surface
1.5" Min
I
1.5" Min
1.5" Min
Elevators
Car ControlFloor Buttons
Frontal Approach
48" Max
42" Max
45" Max
Side Approach
64" Max
48" Max
51" Max
Emergency Control Buttons
li
C nterline of Button
35" Min
I
35" Min
35" Min
mergency Communications
I
Hig est Operable Part
axMaxMax
-
Platform Lifts
Controls/Ope ating Mechanisms
28 to 48 Max
28" to 42" Max
28" to 45" Max
I
Drinking Fountains & Water Cooler
Frontal Approach
pot erg o ou a
36" Max (;
32" Max
34" Max
Knee Clearance
27" Min (
26" Min
28" Min
Side Approach
Spout Height
36" Max. l
32" Max.
34" Max.
Water Closets
Top of Seat
17" to 19" M xk
14" to 15" Max
15" to 17" Max
Grab Bars
33" to 36" Mak
28" to 30" Max
30" to 32" Max
Flush Controls
44" Max
42" Max
44" Max
Urinals
1m o assnMax
axMax
Flush ControlsMax.Max.Max.
Lavatories & Sinks
Rim of <Counter u aceMax
I,
axMax
Knee Clearance
1n. I,
in.
in.
Faucet From Front EdgeMax
-
(MaxMax
Mirrors
o Bottom oReflective u aceMax
ax'Max
Bathtubs
Top of Seat
17" to 19" ax
14" to 15" Max
15" to 16" Max
Center of Grab Bars
33" to 36" M x
28" to 30" Max
30" to 32" Max
Hand Sha r Head Mounting
10" to a
42" Max
45" Max
Shower Stalls
j
opo ea
o
14" to 15" Max
15" to 16" Max
nter o Grabars
to 1
28" to 30" Max
30" to 32" Max
Hand Shower Head Mounting
I
Frontal ApproachMax
I_MaxMax
Side ApproachMaxMaxMax
Control Mounting Areas
36" x 36" Stall
38" Max - 48" Max
30" x 60" Stall
38" Min - 48" Max
Storage
Frontal ApproachMax
(
axMax
Side Approach
Distance From WheelChair
0"-10"Max
1
ax
ax
10" - 21"
ax (MaxMax
Controls & Operating Mechanisms
Highest Operable Part
Frontal ApproachMaxMaxMax
Side ApproachMax
axMax
Recptacle Height
15" Min
15" Min
15" Min
Fixed Or Built-in Furniture
Height of Tables & Counters
28" to 34" Max
28" to 30" Max
28" to 32" Max
Knee Clearance Height
27" Min. (I
26" Min.
28" Min.
Width
30" Min. Il
30" Min.
30" Min.
Depth
19" Min. II
19" Min.
19" Min.
Dressing & Fitting Rooms
Top of Bench
17" to 19" Max
14" to 15" Max
15" to 17" Max
I
Food Service Lines
Top of Tray SlideMax
I;MaxMax
I
I • V I r-.
This sheet and the informat on on it shall only
serve as a reference for allowable layouts and
alternate dimensions. The construction
drawings shall be followed for construction
purposes. Should a conflict ;arise between the
construction drawings and this sheet, contact
the architect for clarification.
Mable Variation Acceptable Variation International Symbol
of Symbol of Symbol of Accessibility
ACCESSIBLE SIGNAGE & GRAPHICS
i
THINK + CREATE + SUSTAIN
7607 Eastmark Drive Suite 200
College Station, TX 77840
T 979.693.3179
F 979.693.8370
HawkinsArch.com
NOT FOR
CONSTRUCTION
100 O
PRELIMINARY
REVIEW
1.13.14
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Date: 09.12.2013
Project Number: 213.16
Drawn by: AS
Checked by: AGH
ADA/TAS
GUIDELINES
A0.2
SHEET 02 OF 01
REVISIONS
I
E
E
E
0
0
These required for in facilitie
These are required provision
are provision use
for use in facilities with
with adults (above the age of 15) as primary
children (ages ranges
users. Unless specified, construction shall
shown) as primary users. In
comply with these provided dimensions.
specified projects,
construction shall comply
with these provided
I • V I r-.
This sheet and the informat on on it shall only
serve as a reference for allowable layouts and
alternate dimensions. The construction
drawings shall be followed for construction
purposes. Should a conflict ;arise between the
construction drawings and this sheet, contact
the architect for clarification.
Mable Variation Acceptable Variation International Symbol
of Symbol of Symbol of Accessibility
ACCESSIBLE SIGNAGE & GRAPHICS
i
THINK + CREATE + SUSTAIN
7607 Eastmark Drive Suite 200
College Station, TX 77840
T 979.693.3179
F 979.693.8370
HawkinsArch.com
NOT FOR
CONSTRUCTION
100 O
PRELIMINARY
REVIEW
1.13.14
i
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Date: 09.12.2013
Project Number: 213.16
Drawn by: AS
Checked by: AGH
ADA/TAS
GUIDELINES
A0.2
SHEET 02 OF 01
REVISIONS
I
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0
12" Min. X Min. 2" Min.
12" Min.
PC=
N
Curb Condition
X Min. X= 36" Min. if
–T ramp is less than
30'-0" in length
X= 44" Min. if
ramp is greater
%/�����//, than 30'-0" in
Wall Condition length
4.8.2 RAMP & HANDRAILS
PROJECTIONS & EXTENSIONS
36" Min.
18" 18" Min.
Lav
C
CD
Clear
Floor
Space
48" Min.
WATER CLOSET LAYOUT
CLEAR FLOOR SPACE
4" Max.
32" Min. Alternate door location
12" Min.
N
C
o=
i
36" Max.
CO
M
M
M
M
- M
C
C
ti o o
WALL HUNG WATER CLOSET
STALL MOUNTING DIMENSIONS
WALL HUNG WATER CLOSET
STALL MOUNTING DIMENSIONS
M
COCO
CO
M
00
�
u
52" Min. 1
a C
42" Min. for
w/ wall mounted W.C.
Latch side
approach only,
56" Min
all other
approaches
w/ floor mounted W.C.
48" Min.
59" Min
TOILET STALL STANDARD LAYOUT
Equipment permitted in shaded area
Lh
c ti
C
� N N
6" Max.
8" Min. I oeearance
Knee Clearance
17" Min, Depth Overall
LAVATORY CLEARANCES & HEIGHTS
ADA TAS 02
SCALE: 1/8" = 1'-0"
X Min.
0
a
Vertical Railing Condition X= 36 Min. if
ramp is less than
12" Min. X Min. 30'-U.' in length
X= 44" Min. if
ramp is greater
than 30'-0" in
length
Extended Platform Condition
4.8.2 RAMP & HANDRAILS
PROJECTIONS & EXTENSIONS
HANDRAIL & RAMP CONDITIONS & CLEARANCES
42" Min. 1811
U(D
_c
U'>
CD
Clear
Floor
Space
4
60" Min.
WATER CLOSET LAYOUT
CLEAR FLOOR SPACE
F12
36"Min.. –
" Min. 12"
35" Min.
O
\ Clear
Floor
Space
Q56" Min, w/ wall mounted W.C.
59" Min. w/floor mounted W.C.
TOILET STALL LAYOUT
END OF ROW
36" Min.
12" Max. 40" (42") Min.
12" Min.
N
C
o=
i
36" Max.
CO
M
M
M
M
- M
C
C
ti o o
WALL HUNG WATER CLOSET
STALL MOUNTING DIMENSIONS
WALL HUNG WATER CLOSET
STALL MOUNTING DIMENSIONS
Equipment permitted in shaded area
Lh
c ti
C
� N N
6" Max.
8" Min. I oeearance
Knee Clearance
17" Min, Depth Overall
LAVATORY CLEARANCES & HEIGHTS
ADA TAS 02
SCALE: 1/8" = 1'-0"
X Min.
0
a
Vertical Railing Condition X= 36 Min. if
ramp is less than
12" Min. X Min. 30'-U.' in length
X= 44" Min. if
ramp is greater
than 30'-0" in
length
Extended Platform Condition
4.8.2 RAMP & HANDRAILS
PROJECTIONS & EXTENSIONS
HANDRAIL & RAMP CONDITIONS & CLEARANCES
42" Min. 1811
U(D
_c
U'>
CD
Clear
Floor
Space
4
60" Min.
WATER CLOSET LAYOUT
CLEAR FLOOR SPACE
F12
36"Min.. –
" Min. 12"
35" Min.
O
\ Clear
Floor
Space
Q56" Min, w/ wall mounted W.C.
59" Min. w/floor mounted W.C.
TOILET STALL LAYOUT
END OF ROW
36" Min.
12" Max.
12" Min.
N
C
o=
i
M
Extension at Top of Run
M
M
_
C
ti o o
WALL HUNG WATER CLOSET
STALL MOUNTING DIMENSIONS
17" Min.
o aM
19" N ax.
48" Min.
LAVATORY & SINK
CLEAR FLOOR SPACE
Cfl
M
M
M
WATER CLOSET
& GRAB BAR
HEIGHTS
13.5" Min.
54" Min.
1211
42" Min.
Toilet Paper
Co
co
� � M
ire �
WATER CLOSET
& GRAB BAR HEIGHTS
42" Min, 1
C
M M
M co
4u
in.
42"
42 Min.
66" Min w/ wall mounted W.C.
69" Min w/ floor mounted W.C.
TOILET STALL LAYOUT
ALTERNATE APPROACH
0
� C
C
� N
URINAL MOUNTING HEIGHT
ti
M N �
N
Lavatory (Sink) & Mirr
r
r
CV
1 L�
1 a.
42" Min. for 54" Min.
Latch side
approach only, 66" Min w/ wall mounted W.C.
all other
approaches 69" Min w/ floor mounted W.C.
48" Min.
TOILET STALL LAYOUT
ALTERNATE APPROACH
16" Max to 2"'' Max,
x /
cc
X to
co
L� II
M �
N
30" or 36"
15" Max
Full Depth of Stall
SHOWER SEAT DIMENSIONS
WATER CLOSET AND TOILET STALL CLEAR SPACES, GRAB BARS, AND ACCESSIBLE LAYOUTS
Stair Handrails
All stairways shall have handrails
along both sides of stairs.
Handrails shall be continuous at
switchbacks & doglegs. If
handrails are not continuous, they
shall extend at least 12" beyond
the top riser and at least 12" plus
the width of one tread beyond the
bottom riser. At the top the
extension shall run parallel with
the floor. At the bottom the
extension shall continue to slope
for the distance of one tread from
bottom riser with the remainder 4.9.4
parallel to the floor. Stair Handrails
Extension at Bottom of Run
—X-
12" Min.
N
C
o=
i
4.9.4
Stair Handrails
Extension at Top of Run
THINK + CREATE + SUSTAIN II
7607 Eastmark Drive Suite 200
College Station, TX 77840
T 979.693.3179
F 979.693.8370
HawkinsArch.com
NOT FOR
1,a" Max
600L \Radius
4.9.3 Angled Nosing
Useable rea I &
Acceptable Nosings
1114" -1,r211a"EX
4.26.2
Nominal Size & Spacing
of Handrails & Grab Bars
VFW\
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�V � .
This sheet and the information on it shall only Project Number:213.16Drawn by: AS
serve as a reference for allowable layouts and Checked by: AG S
alternate dimensions.' The construction
drawings shall be followed for construction ADA IT
AS
purposes. Should a conflict arise between the
construction drawings and this sheet, contact GUIDELINES
the architect for clarification.
AO*3
SHEET 03 OF 01
REVISIONS
N'- 10 114"
- � E
2
oo
M
N
Jill ,q
IL _
Jill
Jill
4hJill
4' - 10 1/2"
01
00
3'-0"
THINK + CREATE + SUSTAIN
7607 Eastmark Drive Suite 200
College Station, TX 77840
T 979.693.3179
F 979.693.8370
HawkinsArch.com
NOT FOR
CONSTRUCTION
007co
PRELIMINARY
REVIEW
1.13.14
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Drawn by: AS
Checked by: AGH
FLOOR PLANS
Alel
SHEET 01 OF 01
REVISIONS.
0
0
0
0
z
8 Risers
2nd Floor
16 Risers
Landing
4'-6"
_ 1st Floor n
0'-0"
t
pg
^'mss [rc �Fi.yy 2,c3"et .
a
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NORTH ELEVATION
SCALE: 3/16" = l'-0"
!nd Floor
-f2'-- 911
Landing
4'-6"
1st Floor�►
0'-0"
Pers ective
SCALE:
THINK + CREATE + SUSTAIN
7607 Eastmark Drive Suite 200
College Station, TX 77840
T 979.693.3179
F 979.693.8370
HawkinsArch.com
. NOT FOR
CONSTRUCTION
100 O
PRELIMINARY
REVIEW
1.13.14
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tiu': 4's" yy 4ZRk�Afa.Td.
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...
SHEET 19 OF 01
q io-. ���a�b`. Y.•i v. # � y E',i�. �3�� �i�1'�4' tY "�.
�-yy��'15�5':¢3y�,�
2nd Floor
16 Risers
Landing
4'-6"
_ 1st Floor n
0'-0"
t
pg
^'mss [rc �Fi.yy 2,c3"et .
a
4r
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NORTH ELEVATION
SCALE: 3/16" = l'-0"
!nd Floor
-f2'-- 911
Landing
4'-6"
1st Floor�►
0'-0"
Pers ective
SCALE:
THINK + CREATE + SUSTAIN
7607 Eastmark Drive Suite 200
College Station, TX 77840
T 979.693.3179
F 979.693.8370
HawkinsArch.com
. NOT FOR
CONSTRUCTION
100 O
PRELIMINARY
REVIEW
1.13.14
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Drawn by: AS
Checked by: AGH
BUILDING
ELEVATIONS
A.2e I
SHEET 19 OF 01
REVISIONS
0
0
0
0.
0
Section 1
SCALE: 3/16" = 1'4'
Roof
261-411
2nd Floor
12'-9"
Landi
4'-6"
1st FI or
0'
'-4
1HHHHHHHjMfljM2nd Floor.QE ME
12'-9"
Landing n
4'-6"
1 st Floor /1
0'-0
4
ARCHITECTURE
i
i.
I,
Roof —Roof
_
26'- 4.. — 26' - 4"
THINK + CREATE + SUSTAIN
7607 Eastmark Drive Suite 200
College Station, TX 77840
T 979.693.3179
F 979.693.8370
HawkinsArch.com
WALL HEAD
At SCALE: 1 1/2' = 1'-0.. N O 1 F O R
I. rnKCTD11rT1nK1
_ 2nd Floor IO
WAL.-. BASE
SCALE: 1 1/2" _ 1,-01.
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Project Number: 213.16
Drawn by: AS
Checked by: AGH
FULL BUILDING
SECTIONS
A3e 1.
SHEET 21 OF 01
REVISIONS
APPENDIX B (IBC 2009) Fire Protection Requirements
LIFE SAFETY GENERAL NOTES LIFE SAFETY LEGEND BUILDING CODE SUMMARY Life Safety Plan Sheet #, if Provided
Building Element Fire Rating Detail # Design # Design # Design #
RES TO BE FOLLOWED BY THE CONTRACTOR) FIRE -FIGHTING EQUIPMENT AND USE 1 HR..RATED FIRE BARRIER Name of Pro'ec : NutriSystem Separance Req'd Provided and for for for
INTERIM LIFE SAFETY MEASURES ( 5) PROVIDING ADDITIONAL FIRE FIG Q j Distance (W/_* Sheet # Rated Rated Rated
SAFETY MEASURES ILSM ARE A SERIES OF ADMINISTRATIVE TRAINING FOR PERSONNEL. Address: 263321-45 N, Oak Midge North, TX 77386 Feet Reduction)Asse bly Penetration Joints
A) INTERIM LIFE SAF ( )
RED TO BE TAKEN TO BE TEMPORARILYCOMPENSATE FOR _ _ _ _ _ _ Structural Frame,
ACTIONS REQUIRED � 6) PROHIBITING SMOKING IN OR ADJACENT TO ALL CONSTRUCTION Proposed Use: R ::ail including columns,
THE HAZARDS POSED BY THE EXISTING LIFE SAFETY CODE (LSC) AREAS. girders, & trusses 0 HR 0 HR Non Comb.
.DEFICIENCIES OR CONSTRUCTION ACTIVITIES. Owner or AvhOr�,�ed Agent: The Grocers Supply Co. Phone# 713 746-5615
7) DEVELOPING AND ENFORCING STORAGE, HOUSEKEEPING, AND 2 HR. RATED FIRE BARRIER Ownecl By: ■ Ci. c ountBearing Wails o HR o HR
y El ivate El (Texas)
B) IMPLEMENTATION OF ISLM IS REQUIRED IN OR ADJACENT TO ALL DEBRIS REMOVAL POLICIES AND PROCEDURES THAT REDUCE THE
Code Enforcement ■City Spring ■County Harris Exte
CONSTRUCTION AREAS AND THROUGHOUT BUILDINGS WITH EXISTING LSC rior o HR
DEFICIENCIES. ISLM APPLY TO ALL PERSONNEL, INCLUDING FLAMMABLE AND COMBUSTIBLE FIRE LOAD TO THE LOWEST LEVEL _ _ _ _ _ Jurisdiction: North o HR o HR
CONSTRUCTION WORKERS, MUST BE IMPLEMENTED UPON PROJECT NECESSARY FOR DAILY OPERATIONS.
Sc>uth 0 HR 0 HR
DEVELOPMENT, AND CONTINUOUSLY ENFORCED THROUGH PROJECT 8) CONDUCTING A MINIMUM OF TWO FIRE DRILLS PER SHIFT PER YEAR EDITION OF CODE: International Building Code 2009 National Electrical Code East 0 HR 0 HR
COMPLETION. QUARTER. FIRE EXTINGUISER CABINET
❑ New Construction ■Renovation (Existing Bldg) ❑ Upfit El Alteration west o HR o HR
Interior 0 HR 0 HR
C) ISLM ARE INTENDED TO PROVIDE A LEVEL OF LIFE SAFETY 9) INCREASING HAZARD SURVEILLANCE OF BUILDINGS, GROUNDS, FEC
Non-bearing walls and
COMPARABLE TO THAT DESCRIBED IN CHAPTER 1 THROUGH 7.31, AND AND EQUIPMENTS WITH SPECIAL ATTENTION TO EXCAVATIONS,
THE APPLICABLE OCCUPANCY CHAPTERS OF THE 1988 EDITION OF THE CONSTRUCTION AREAS, CONSTRUCTION STORAGE, AND FIELD BUILDING DATA: partitions
Exterior 0 HR 0 HR
LSC (NFPA 101). EACH ISLM ACTION MUST BE DOCUMENTED. EXCEPT AS HAZARDS. Construction Type: ❑ I -A [:11-B El 11-A El 11-B ElIII-A F] 111-B
STATED BELOW, FREQUENCY FOR INSPECTION, TESTING, TRAINING, AND North 0 HR o HR
MONITORING AND EVALUATION MUST BE ESTABLISHED BY THE 10) TRAINING WHEN STRUCTURAL OR Mixed Construction LINE DENOTES FACE OF EXIT E:1 IV ❑ don [:1V -B No [:1 Yes Types South 0 HR 0 HR
ORGANIZATION. ❑ i
COMPARTMENTATION FEATURES OR FIRE SAFETY ARE FIXTURE
COMPROMISED. Sprinklers: ■ No F-1YesEast o HR o HR
D) ISLM CONSISTS OF THE FOLLOWING ACTIONS Standpipe: ■ No F1 Yes Class El1 ❑ II ❑ III ❑ WET ❑ DRY West
EXIT t
i
trc:
Dis■ No El 1) INSURING EXITS PROVIDE FREE FREE AND UNOBSTRUCTED EGRESS. 11) CONDUCTING ORGANIZATION WIDE SAFETY EDUCATION Fire Interior 0 HR 0 HR
PERSONNEL SHALL RECEIVE TRAINING IF ALTERNATIVE EXITS MUST BE PROGRAMS TO ENSURE AWARENESS OF ANY LSC DEFICIENCIES, Building Height: Number of Stories ❑ Unlimited per
Floor construction
DESIGNATED CONSTRUCTION HAZARDS, AND THESE ISLM. ARROW DENOTES FACE OF EXIT Mezzanine: ■ No ❑Yes including supporting
FIXTURE W/ DIRECTIONAL ARROW High Rise: M No F-1YesCentral Reference Sheet # (if provided) beams and joists o HR o HR
2) INSURING FREE AND UNOBSTRUCTED EGRESS TO EMERGENCY NOTE: ALL OF THE ABOVE ACTIONS SHALL BE COORDINATED BY THE Roof construction
DEPARTMENTS/SERVICES AND FOR EMERGENCY FORCES. CONTRACTOR WITH THE ASSISTANCE OF THE CONSTRUCTION including supporting
MANAGER AND/OR OWNER. IF ANY QUESTIONS ARISE EXIT Gross Building Area: beams and joists 0 HR 0 HR
3) INSURING FIRE ALARM, DETECTION, AND SUPPRESSION SYSTEMS ARE CONCERNING THE IMPLEMENTATION AND USE OF ISLM, CONTACT Level Existing SF New SF Subtotal Shafts : Exit N/A N/A
NOT IMPAIRED. A TEMPORARY, BUT EQUIVALENT, SYSTEM SHALL BE THE PROJECT ARCHITECT IMMEDIATELY. 6th Floor None N/A
WHEN ANY FIRE SYSTEM IS IMPAIRED. TEMPORARY SYSTEMS 5th Floor None N/A Shafts =Other N/A N/A
PROVIDED HE FIRE RATING OF DOOR IN CorridorSeperation N/A
MUST BE INSPECTED AND TESTED MONTHLY. NOTE: ADD SUFFICIENT BLOCKING IN STUD WALLS TO SUPPORT ALL 4th Floor None N/A
ITEMS OR EQUIPMENT SPECIFIED TO BE ATTACHED TO THE WALLS. MINUTES WITH CLOSER 3rd Floor NW)e N/A Occupancy Seperation N/A 2 HR 2 HR A-A/A-2
4) INSURING TEMPORARY PARTITIONS ARE SMOKE TIGHT AND BUILT OF PROVIDE ADDITIONAL STRUCTURAL SUPPORT (ANGLES, CHANNELS, 2nd Hbor N/A Party/Fire Wall Seperation N/A N/A.
NON-COMBUSTIBLE MATERIALS. ETC.) WITHIN WALLS WHERE WEIGHT OF ATTACHED ITEMS OR 45 90 1 st Floor - 1 ='9 ---
60 120 "`'" Smoke Barrier Seperation N/A
EQUIPMENT IS TOO GREAT TO BE SUPPORTED BY METAL STUDS. XX MEr�ani �JoaO N/A
Basenlet .r N/A Tenant Seperation N/A N/A
T I ' S2 ___ *Indicdte section number permitting reduction j
THINK + CREATE + SUSTAIN
7607 Eastmark Drive Suite 200
College Station, TX 77840
T 979.693.3179
F 979.693.8370
HawkinsArch.com
NOT FOR
CONSTRUCTION
OOTCO
PRELIMINARY
REVIEW
1.13.14
restrictive type of construction, so determined, shall appy TO the entire building. EXIT WITH
3. Common Path of Egress Travel (Section 1014.3) 0
❑ Separated Mixed Occupancy A (302.3.2) - See below for area calculationsW I'll,
For each story, the area of the occupancy shall be such that the sum of the ratios of the 000
actual floor area of each use divided be the allowable floor area for each use not exceed 1. use Group or Space (a) (b) (c) Exit Width (in)2,3.4,5,6
Description Z
Actual Area of Occupancy A A c-, jai Area of Occupancy B Egress Width per Req'd Width Actual Width Z < X f�
_ p d +, p Y < 1 Area' Area Occupant Per Shown on Plans
Allowable Area of Occupancy A Allowable Area of Occupancy B - sq. ft. per occupant calculations 2009 IBC � F --
(Table 1004.1.1) O
x)OC� -� _ Stair(0.3") Level(
0.2") Stair Level Stair Level
-- < 1.00 LLI Z
' ' ' - Business Area 1,468 /(30) = 48.9(49) - .9.8" - 44" Min. - 44
XXX XxX Q �I> O
3m= Q LU
STORY NO. DESCRIPTION (A) (A) (C) (D) (E) (F) Q
AND USE BLE:`G AREA TABLE 5035 AREA FOR AREA FOR ALLOWABLE MAXIMUM
Pth;STORY AREA OPEN SPACE SPRINKLER AREA FOR BUILDING O
(ACTUAL) INCREASE' INCREASE2 UNLIMITED" AREA
V
1 - �
-- - I N/A -- - 8500 sf cc W
* PER SECTION 505.1 - MEZZANINES
1. Open space area increases from Section 506.1 are computed thus:
a. Perimeter which fronts a public way or open space having 20 minimum width = N/A (F)
b. Total Building Perimeter = N/A (P)
c. Ratio (F/P)
d. W = Minimum width of public way = N/A (w)
e. Percent of frontage increase I = f100 [F/P - 0.25] x W/30 = N/A (%)
2. The sprinkler increases per Section 506.3 is as follows
a. Multi -story building 1 5 200%
b. Single -story building 15 300%
3. Unlimited area applicable under conditions of Sections Group B,F,M,A-4 (507.2,507.3,507.5)
Group A motion picture (507.8); Malls (402.6); and H-2 aircraft paint paint hangers (507.6).
4. Maximum Building Area = Total number of stories in the building x W but not greater than 3 x E.
5. The maximum building area of parking garages must comply with 406.3.5. The maximum
area of air traffic must comply with 412.1.2.
ALLOWABLE HEIGHT
Allowable
Table 503 Increase for Sprinklers.
Type of Conslr.::iion Type Group - Type ---- Type
Building Height in Feet Feet Feet = H+20'= -
Building Height in Stories Stories 1 Stories + 1 = 2 Stories
1. See Table 1004.1.1 to determine whether net or gross area is applicable.
See definition "Area, Gross" and "Area Net" (Section 202)
2. Exit Width Calculated based on Occupant Load (Section 1005.1)
3. Minimum stairway width (Section 1009.1); min. corridor width (Section 1018.2); mindoor
4.Minimum width of exit passageway (Section 1023.2)
5. The Ic)ss of one means of egress shall not reduce the available capacity to less than 50
6. Assernbly occupancies (Section 1028)
width (Section 1008.1.1)
percent of total required (Section 1005.1)
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OCCUPANCY and ALLOWABLE AREA
2902.1)
L
Date: 09.12.2013
Project Number: 213.1&1
Drawn by: ASI;
Occupancy
❑ Assembly ❑ Business [:1 High Hazard E] Institutional ■ Mercantile ❑ Storage Parking Garage
EXIT REQUIREMENTS
Lavatories
Service
Sink(s)
Drinking Fountain(s)
Chef AGHij
PLAN
❑ A-1 ❑ Educational ❑ H-1 ❑ 1-1 ❑ Residential ❑ S-1 ❑ Open
Male
Female
Pat. Rooms
Male
Female
❑ A-2 ❑ Factory -Industrial ❑ H-2 ❑ 1-2 ❑ R-1 ❑ S-2 ❑ Enclosed
❑ A-3 ❑ ❑ H-3 El ❑ R-2 ❑ High -Piled E]Repair
F-1
NUMBER AND ARRANGEMENT OF
EXITS
N/A
1
-
❑ A-4 ❑ F-2 _ ❑ H-4 Cond. 1 2 3 4 5 ❑ R-3 ❑ Utility/Mise.
-Floor
❑ A-5 _ ❑ H-5 ❑ I-4 ❑ R-4
1
1
Room or
Space Designation
Minimum
Number of Exits2
- Travel Distance
N/A
Arrangement
Egress'�3(Section
Means of
1015.2)
Req'd
Shown
on Plans
Al;"owable Travel
~-)stance.
(Table 1016.2)
Actual Travel
Distance
As Shown
Between
Req'd Distance
Exit Doors
Actual Distance
Shown on Plans
Secondary Occupancy None
Level C>ne
1
2'
200'
50'-9.5"
�I
I'
27'
50'-9.5"
SHEET 04 OF 01
REVISIONS
Special Occupancy: ❑ 508.2 ❑ 508.3 ❑ 508.4 ❑ 508.5 El 508.6 ❑ 508.7 0 508.8
Lot or Parking Area
Total # of Parking Spaces
# of Accessible Spaces Provided
Total # Accessible
Provided
Required
Provided
Regu Regular i 5
Access Aisle
Mixed Occupancy: ■ No ❑ Yes Separation: Hr. Exception:
i
Aisle
- SQFT.
--
-
-
-
_
❑ Non -Separated Mixed Occupancy (302.3.1)
The required type of construction for the building shall be determined by applying the height
and area limitations for each of the applicable occupancies to the entire building. The most
1. Two Exits (Section 1015.2.1)
2 Exit Access Travel Distance (Table 1016.1)
restrictive type of construction, so determined, shall appy TO the entire building. EXIT WITH
3. Common Path of Egress Travel (Section 1014.3) 0
❑ Separated Mixed Occupancy A (302.3.2) - See below for area calculationsW I'll,
For each story, the area of the occupancy shall be such that the sum of the ratios of the 000
actual floor area of each use divided be the allowable floor area for each use not exceed 1. use Group or Space (a) (b) (c) Exit Width (in)2,3.4,5,6
Description Z
Actual Area of Occupancy A A c-, jai Area of Occupancy B Egress Width per Req'd Width Actual Width Z < X f�
_ p d +, p Y < 1 Area' Area Occupant Per Shown on Plans
Allowable Area of Occupancy A Allowable Area of Occupancy B - sq. ft. per occupant calculations 2009 IBC � F --
(Table 1004.1.1) O
x)OC� -� _ Stair(0.3") Level(
0.2") Stair Level Stair Level
-- < 1.00 LLI Z
' ' ' - Business Area 1,468 /(30) = 48.9(49) - .9.8" - 44" Min. - 44
XXX XxX Q �I> O
3m= Q LU
STORY NO. DESCRIPTION (A) (A) (C) (D) (E) (F) Q
AND USE BLE:`G AREA TABLE 5035 AREA FOR AREA FOR ALLOWABLE MAXIMUM
Pth;STORY AREA OPEN SPACE SPRINKLER AREA FOR BUILDING O
(ACTUAL) INCREASE' INCREASE2 UNLIMITED" AREA
V
1 - �
-- - I N/A -- - 8500 sf cc W
* PER SECTION 505.1 - MEZZANINES
1. Open space area increases from Section 506.1 are computed thus:
a. Perimeter which fronts a public way or open space having 20 minimum width = N/A (F)
b. Total Building Perimeter = N/A (P)
c. Ratio (F/P)
d. W = Minimum width of public way = N/A (w)
e. Percent of frontage increase I = f100 [F/P - 0.25] x W/30 = N/A (%)
2. The sprinkler increases per Section 506.3 is as follows
a. Multi -story building 1 5 200%
b. Single -story building 15 300%
3. Unlimited area applicable under conditions of Sections Group B,F,M,A-4 (507.2,507.3,507.5)
Group A motion picture (507.8); Malls (402.6); and H-2 aircraft paint paint hangers (507.6).
4. Maximum Building Area = Total number of stories in the building x W but not greater than 3 x E.
5. The maximum building area of parking garages must comply with 406.3.5. The maximum
area of air traffic must comply with 412.1.2.
ALLOWABLE HEIGHT
Allowable
Table 503 Increase for Sprinklers.
Type of Conslr.::iion Type Group - Type ---- Type
Building Height in Feet Feet Feet = H+20'= -
Building Height in Stories Stories 1 Stories + 1 = 2 Stories
1. See Table 1004.1.1 to determine whether net or gross area is applicable.
See definition "Area, Gross" and "Area Net" (Section 202)
2. Exit Width Calculated based on Occupant Load (Section 1005.1)
3. Minimum stairway width (Section 1009.1); min. corridor width (Section 1018.2); mindoor
4.Minimum width of exit passageway (Section 1023.2)
5. The Ic)ss of one means of egress shall not reduce the available capacity to less than 50
6. Assernbly occupancies (Section 1028)
width (Section 1008.1.1)
percent of total required (Section 1005.1)
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PLUMBING FIXTURE REQUIREMENTS (Table
2902.1)
L
Date: 09.12.2013
Project Number: 213.1&1
Drawn by: ASI;
Occupancy
Waterclosets
Urinals
Lavatories
Service
Sink(s)
Drinking Fountain(s)
Chef AGHij
PLAN
Pat. Rooms
Male
Female
Pat. Rooms
Male
Female
Regular
Accessible
Required by Code
N/A
1
-
N/A
1
1
1
1
Provided on Project
N/A
1
-
N/A-
�I
I'
1. Separate facilities exception (Section 2902.2, #3)
ACCESSIBLE PARKING
SHEET 04 OF 01
REVISIONS
Lot or Parking Area
Total # of Parking Spaces
# of Accessible Spaces Provided
Total # Accessible
Provided
Required
Provided
Regu Regular i 5
Access Aisle
an paces
Access
i
Aisle
- SQFT.
--
-
-
-
THINK + CREATE + SUSTAIN
7607 Eastmark Drive Suite 200
College Station, TX 77840
T 979.693.3179
F 979.693.8370
HawkinsArch.com
NOT FOR
CONSTRUCTION
007co
PRELIMINARY
REVIEW
1.13.14
GENERAL NOTES
GENERAL NOTES
O
GENERAL NOTES
ARCHITECTURAL GENERAL
NOTES
1
THE CONTRACTOR SHALL PROTECT AREA AND NEW OR EXISTING MATERIALS AND
26
WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS OR
48
GC SHALL ASSURE THAT NO ELECTRIC RECEPTACLE OR TELECOMMUNICATIONS
1 THE FOLLOWING GENERAL NOTES APPLY TO ALL ARCH
TECTURAL DRAWINGS.
FINISHES FROM DAMAGE, WHICH MAY OCCUR FROM CONSTRUCTION, DEMOLITION,
z
LEVEL OF CRAFTSMANSHIP, SUCH AS STANDARDS SHALL BE MAINTAINED PER THE
OUTLET COVER PLATES HAVE BEEN INSTALLED PRIOR TO COMPLETION OF
FOR NOTES APPLICABLE TO ALL DRAWINGS OF DISCIPLINES,
REFER TO THE
DUST, WATER, ETC. AND SHALL PROVIDE AND MAINTAIN TEMPORARY BARRICADES,
LATEST EDITION AND/OR ADDENDUM.
0:�i
APPLICATION OF ANY WALL FINISH MATERIALS ANY SUCH COVER PLATES OR
*GENERAL NOTES*, SHEET A0.01
CLOSURE WALLS, ETC, AS REQUIRED, TO PROTECT THE PUBLIC/ADJACENT WORK
27
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE AND
SURFACE HARDWARE ETC. IN PLACE SHALL BE REMOVED PRIOR TO WALL FINISH
2 THE ARCHITECTURAL DRAWINGS ARE A -PART OF A LAR,,
ER SET OF DRAWINGS
AREAS DURING THE PERIOD OF CONSTRUCTION. DAMAGE TO NEW AND EXISTING
REPORT DISCREPANCIES O THE ARCHITECT BEFORE COMMENCING WORK.
W
APPLICATION.
WHICH, WHEN COMPLETE, CONSISTS OF ALL DRAWINGS
LISTED BY THE INDEX
MATERIALS, FINISHES, STRUCTURES, AND EQUIPMENT SHALL BE REPAIRED OR
28
ANY OMISSIONS OR CONFLICTS WITHIN THE DRAWINGS, NOTES OR DETAILS SHALL
49
GC SHALL PROVIDE AND MAINTAIN COMPLETE PROTECTION FOR ALL NEW
OF DRAWINGS. THE WORK DESCRIBED BY THE DRAWINGS
OF ANY ONE
I-_
Cn
REPLACED TO THE SATISFACTION OF THE OWNER, AT THE EXPENSE OF THE
0m�0
BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH WORK.
INSTALLED FLOOR FINISHES (INCLUDING CARPET) UNTIL ALL CONSTRUCTION
DISCIPLINE MAY BE AFFECTED BY THE WORK DESCRIBED
ON DRAWINGS OF
GENERAL CONTRACTOR. REFER TO THE OWNER'S WRITTEN BUILDING
29
WHERE SPECIFIC INSTRUCTIONS REQUIRE THAT A PARTICULAR PRODUCT OR
WORK IS COMPLETE. PROTECTION SHALL BE REMOVED ONLY IMMEDIATELY PRIOR
ANOTHER DISCIPLINE AND MAY REQUIRE REFERENCE TO
THE DRAWINGS OF
LU
INSTRUCTION FOR SPECIFIC INFORMATION RELATING TO USE OF PREMISES AND
OPERATIONS.
Z
MATERIAL BE INSTALLED BY THE MANUFACTURER OR PER MANUFACTURER'S
TO JOB COMPLETION:
ANOTHER DISCIPLINE. PARTIAL SETS OF DRAWINGS ARE
SHOULD NOT BE DISTRIBUTED OR UTILIZED BY THE CONTRACTOR.
INCOMPLETE AND
IT IS THE
INSTRUCTIONS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE
50
GC AND ALL VENDORS/SUBCONTRACTORS ARE RESPONSIBLE FOR FIELD
VERIFICATION OF ALL DIMENSIONS, QUANTITIES, ETC. OF RESPECTIVE
CONTRACTOR'S RESPONSIBILITY TO REVIEW AND COORDINATE
THE WORK OF
2
MATERIALS ARE SPECIFIED BY THEIR BRAND NAMES TO ESTABLISH STANDARDS OF
THAT ANY SUBCONTRACTORS ARE APPROVED APPLICATORS OR THAT OTHER
THEIR
ALL SUB -CONTRACTORS, TRADES AND SUPPLIERS WITH
THE REQUIREMENTS OF
QUALITY AND PERFORMANCE. ANY REQUEST FOR SUBSTITUTION SHALL BE
INSTALLERS FOLLOW THE MANUFACTURER'S INSTRUCTIONS.
WORK.
THE CONTRACT DOCUMENTS BEFORE COMMENCING CONSTRUCTION,
AND TO
SUBMITTED TO ARCHITECT FOR REVIEW FOR EQUAL QUALITY AND PERFORMANCE
30
DETAILS SHOWN SHALL BE INCORPORATED INTO CONSTRUCTION AT ALL
51
CONTRACTOR SHALL CARRY WORKMEN'S COMPENSATION AND LIABILITY
ASSURE THAT ALL PARTIES ARE AWARE OF ALL REQUIREMENTS,
REGARDLESS
AND SHALL NOT BE PURCHASED OR INSTALLED WITHOUT THEIR WRITTEN
APPROPRIATE LOCATIONS WHETHER SPECIFICALLY CALLED OUT IDENTIFIED OR
INSURANCE TO COVER ALL CONSTRUCTION OPERATIONS TO BE PERFORMED.
OF WHERE THE REQUIREMENTS OCCUR IN THE CONTRACT
DOCUMENTS, WHICH
APPROVAL.
NOT.
52
IF SPACE IS AVAILABLE, THE OWNER MAY PERMIT THE CONTRACTOR TO STORE
MIGHT AFFECT THE WORK OF THAT PARTY.
3
ALL WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS
SHALL BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR, EXCEPT.
31
TYPICAL DETAILS SHALL APPLY IN GENERAL CONSTRUCTION THROUGHOUT
SOME MATERIALS ON THE SITE IN AN AREA APPROVED BY THE OWNER PROVIDED
THAT THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY AND ALL
3 AS PART OF THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE
THE WORK
OTHERWISE NOTED. THE GENERAL CONTRACTOR SHALL CLOSELY
UNLESS DETAILED OTHERWISE ON DRAWINGS.
STORED MATERIALS.OF
ALL SUB -CONTRACTORS, TRADES, AND SUPPLIERS,
�JHEWHERE CONTRACTOR SHALL
COORDINATE HIS WORK WITH THAT OF OTHER CONTRACTORS OR VENDORS TO
32
THE GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS SHALL GUARANTEE ALL
WORK FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL COMPLETION/RECEIPT
53
THE BIDDER SHALL VISIT THE SITE TO VERIFY ALL DIMENSIONS AND FAMILIARIZE
ENDEAVOR TO IDENTIFY AND NOTIFY THE CITY ENGINEER
BETWEEN THE WORK OF DIFFERENCE PARTIES AT THE
OF ANY CONFLICTS
JEARLIEST POSSIBLE
ASSURE THAT ALL SCHEDULES ARE MET AND THAT ALL WORK IS DONE IN
CONFORMANCE TO MANUFACTURER'S REQUIREMENTS.
OF FINAL PAYMENT. SHOULD DEFECTS DEVELOP WITHIN THE GUARANTEE PERIOD.
HIMSELF WITH THE EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE AFTER
DATE SO AS TO ALLOW REASONABLE AND ADEQUATE TIME
FOR THE CONFLICT
DUE TO FAULTS IN MATERIALS AND OR LABOR, THE CONTRACTOR SHALL MAKE
AWARD BECAUSE THE CONTRACTOR FAILED TO ACQUAINT HIMSELF WITH, AND
TO BE RESOLVED WITHOUT DELAYING THE WORK. ALL
EVIATIONS FROM THAT
4
THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF
REPAIRS AND COMPLETE ALL NECESSARY WORKS AS SOON AS POSSIBLE.
EVALUATE THE EXISTING CONDITIONS IN RELATION TO THIS PROJECT. BEFORE
WHICH IS REQUIRED BY THE CONTRACTOR DOCUMENT
MUST BE APPROVED IN
CONSTRUCTION DOCUMENTS ON THE JOB SITE DURING ALL PHASES OF
SPECIFIC MATERIAL AND OR MATERIAL ASSEMBLIES SUPPLIED BY INDEPENDENT
FABRICATION OF THE WORK, THE CONTRACTOR SHALL TAKE SITE DIMENSIONS OF
ADVANCE BY THE CITY ENGINEER.
CONSTRUCTION FOR USE OF ALL TRADES AND SHALL PROVIDE ALL
SUBCONTRACTORS WITH CURRENT CONSTRUCTION DOCUMENTS, AS REQUIRED.
MANUFACTURERS SHALL BE GUARANTEED AS FOLLOWS: (1) IF
MANUFACTURERS/FABRICATORS GUARANTEESNVARRANTIES EXCEED THE ONE
EXISTING CONDITIONS. PRIOR TO VISITING THE SITE, PROSPECTIVE BIDDERS
SHALL TELEPHONE THE OWNER, TO ARRANGE FOR A SITE VISIT AND INSPECTION.
4 REFER TO THE STRUCTURAL, MECHANICAL, ELECTRICAL,
CIVIL, LANDSCAPE AND
5
THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON A
YEAR STIPULATED PERIOD OF GUARANTEENVARRANTY THAN SUCH
54
NO WORK IS TO COMMENCE UNTIL PLANS HAVE BEEN APPROVED BYTHEMECHANICAL,
PLUMBING DRAWINGS FOR THE DETAILED DESIGN OF S
.ELECTRICAL, PLUMBING, CIVIL AND MBING!
RT
SYSTEMSOF WHICH
REGULAR BASIS AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING TO
GUARANTEESNVARRANTIES SHALL BE BINDING FOR THE DURATION STIPULATED IN
DEPARTMENT OF BUILDINGS AND A PERMIT TO BUILD HAS BEEN OBTAINED BY THE
PORTIONS MAY BE SHOWN ON THE ARCHITECTURAL DRAWINGS.
PREVENT ANY DIRT, DEBRIS OR DUST FROM AFFECTING, IN ANY WAY, FINISHED
EXCESS OF THE ONE YEAR STIPULATED PERIOD. (2) IF
GENERAL CONTRACTOR.
AREAS IN OR OUTSIDE JOB SITE. THE BUILDING REFUSE FACILITIES SHALL NOT BE
MANUFACTURER'S/FABRICATORS GUARANTEES/WARRANTIES ARE LESS THAN THE
55
ANY DISCREPANCIES FROM THIS PLAN AND THE ACTUAL CONDITIONS ARE TO BE
USED FOR THIS PURPOSE. SEE NOTES ABOVE.
ONE YEAR STIPULATED PERIOD OF GUARANTEENVARRANTY THAN THE
REPORTED IMMEDIATELY TO THE ARCHITECT OR HIS REPRESENTATIVE.
6
CONTRACTOR SHALL COORDINATE ALL WORK WITH MECHANICAL, ELECTRICAL,
CONTRACTOR AND ASSOCIATED SUB -CONTRACTORS SHALL ASSUME THE
GUARANTEES/WARRANTIES FOR MATERIALS AND MATERIAL ASSEMBLIES TO THE
56
DO NOT SCALE DRAWINGS, WHERE DIMENSIONS BETWEEN SMALL SCALE AND
PLUMBING AND OTHER SUB -TRADES AND REPORT TO ARCHITECT ANY
DISCREPANCIES FOR CORRECTION OR ADJUSTMENT. NO ALLOWANCE WILL BE
ONE YEAR STIPULATED PERIOD.
DETAIL DRAWINGS DIMENSIONS, NOTIFY FFR, DETAIL E DIME IONS SHALL A GOVERN, FIELD VERIFY ALL
DEMOLITION NOTE
MADE FOR INCREASED COST INCURRED DUE TO LACK OF PROPER COORDINATION.
33
IT SHALL BE THE RESPONSIBILITY OF THE GC TO FILE ALL NECESSARY PLANS AND
57
PERFORM ALL WORK IN ACCORDANCE WITH THE APPLICABLE CODES OF THE
7
THE CONTRACTOR, OR SUBCONTRACTORS, SHALL SECURE AND PAY FOR ALL
APPLICATIONS WITH THE BUILDING DEPARTMENT, OBTAIN APPROVAL FOR
LOCAL JURISDICTION.
PERMITS, GOVERNMENTAL FEES AND LICENSES REQUIRED FOR PROPER
COMPLETION OF THE WORK. THE CONTRACTOR SHALL REQUEST ALL INSPECTIONS
PROPOSED WORK AND PAYING ALL FILING FEES.
PRIOR TO
58
PERFORM ALL WORK IN ACCORDANCE WITH THE ACCEPTED STANDARDS OF THE
1 ALL DEMOLITION SHALL BE UNDERTAKEN WITH EXTRE
DISTURB EXISTING STRUCTURAL ELEMENTARY (COLUMNS,
E CARE SO AS TO NOT
BEARING WALLS,
REQUIRED BY LOCAL GOVERNMENTAL AGENCIES AND COORDINATE HIS WORK
34
G.C. SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS TO
SUBMITTING BIDS AND SHALL REPORT ANY OMISSIONS OR DISCREPANCIES THAT
TRADES. t�ISTALL ALL MANUFACTURED ITEMS IN STRICT ACCORDANCE WITH
ETC)
WITH SUCH.
WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK.
MANUFAC' URER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS COMPLETE
WITH ALL PLUMBING MECHANICAL AND ELECTRICAL CONNECTIONS AS REQUIRED
2 ALL DEMOLITION SHALL BE SCHEDULED SUCH THAT NO`ESSARY
THE
8
THE GENERAL CONTRACTOR SHALL SUBMIT ONE (1) COPY OF ALL
35
ALL NEW MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH
FOR A COMPLETE INSTALLATION. �
BUILDING IS EXPOSED TO THE WEATHER FOR AN UNNE
ESSARY PERIOD OF
E
MANUFACTURER'S WARRANTIES AND OPERATIONS/MAINTENANCE INSTRUCTIONS
MANUFACTURER'S LATEST PRINTED INSTRUCTIONS AS WELL AS PERTINENT CODE.
59
FIELD -VERIFY EXISTING CONDITIONSPRIOR TO STARTING THE WORK. SHOULD THE
TIME OR DURING INCLEMENT WEATHER.
TO OWNER.
REQUIREMENTS.
CONTRACTOR FIND AFTER THE VISIT TO THE SITE OR DURING CONSTRUCTION
3 ALL DAY DEBRIS SHALL BE REMOVED FROM THE SITE A
D DISPOSED OF
9
LOCATIONS OF ALL PARTITIONS AND DOORS SHALL BE APPROVED BY THE OWNER
36
ALL ITEMS SPECIFIED ARE TO ESTABLISH EQUAL QUALITY OF WORK. PRODUCTS OF
ANY DISCREPANCIES, OMISSIONS, AMBIGUITIES, OR CONFLICTS IN OR AMONG THE
LEGALLY AT THE EXPENSE OF THE DEMOLITION CONT
CTOR.
AS MARKED IN THE FIELD PRIOR TO CONSTRUCTION; CONTRACTOR SHALL NOTIFY
OTHER MANUFACTURES EQUAL IN DESIGN, COLOR AND QUALITY MAY BE
DRAWINGS, OR BE IN DOUBT AS TO THEIR MEANING HE/SHE SHOULD IMMEDIATELY
THE OWNER IN WRITING OF ANY DISCREPANCIES OR CONFLICTS.
SUBSTITUTED IF AND ONLY IF THEY ARE APPROVED BY
NOTIFY THE ARCHITECT TIN WRITING BEFORE PROCEEDING.
10
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD
37
ALL NECESSARY WOOD BLOCKING/GROUNDS, ETC. ARE TO BE SUPPLIED AS
60
WHERE TF!E WORDS "PATCH", "MATCH", "REPAIR" "REPLACE" AND THE LIKE ARE
AND NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES PRIOR TO THE
-PROOFED TREATED FIRE -PROOFED ELEMENTS. GC SHALL FULLY COORDINATE
USED, SPECIAL CARE SHOULD BE TAKEN TO ENSURE THAT COLORS, TEXTURES,
START OF WORK.
SETTING/PLACEMENT OF THESE ELEMENTS AS REQUIRED BY LOCAL
AND FINI :HES OF DISTURBED AREAS SHALL MATCH IN ALL RESPECTS. REPLACE IS
11
ALL WOOD BLOCKING TO BE FIRE TREATED
CODE/BUILDING OR SURROUNDING CONSTRUCTION CONDITIONS.
DEFINED AS REMOVE EXISTING AND INSTALL NEW INCLUDING ALL APPROPRIATE
—
12
CONTRACTOR SHALL COMPLY WITH CURRENT APPLICABLE LOCAL ORDINANCES
38'°
GROUNDS/BLOCKING MAY NOT BE WHOLLY SHOWN ON DRAWINGS AND GOOD
ELECTRICAL CONNECTIONS AND WITH MATCHING OR COMPATIBLE EQUIPMENT OR
FOR UTILITY SERVICES
CONSTRUCTION PRACTICE SHALL GOVERN/DETERMINE SAID USE WHERE A
MATERiAI._-AS SHOWN, SPECIFIED OR REQUIRED FOR COMPLETE INSTALLATION.
13
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING
-
QUESTION ARISES.
61
DEMOLITION SHALL GENERALLY BE ARRANGED TO AGREE WITH THE
UNDERGROUND UTILITIES, WHERE ENCOUNTERED, MAKE ALL NECESSARY
GC TO PAY PARTICULAR ATTENTION TO ALL LOCATIONS OF DRY WALL PARTITION
ACCOMPLISHMENT OF WORK IN COORDINATION WITH THE WORK OF OTHER
ARRANGEMENTS FOR SUPPORT, SHORE -UP, REROUTE OR UTILITY
CONSTRUCTION THAT ABUT OR RECEIVE MILLWORK OR CABINET WORK
TRADES. EXAMINE ALL DRAWINGS FOR ADDITIONAL REQUIREMENTS.
DISCONNECTIONS AS REQUIRED BY APPLICABLE LOCAL OR PRIVATE UTILITY
CONSTRUCTION. INTERNAL WOOD BLOCKING SHALL BE SUPPLIED FOR STURDY
62
PATCH ALL HOLES IN WALLS AND FLOORS AND REPAIR OR REPLACE ALL EXISTING
j
COMPANIES:
ANCHORAGE AT INTERSECTIONS OF WOOD/GLASS BORROWED LIGHT PARTITIONS
ITEMS DAMAGED BY THE WORK IN THE AREA AFFECTED BY THE WORK WHETHER
14
THE CONTRACTOR SHALL VERIFY ALL ELECTRICAL AND PLUMBING ROUGH -IN
AND ADJACENT DRYWALL CONSTRUCTION, AS REQUIRED.
OR NOT SPECIFICALLY.
LOCATIONS FOR ANY SPECIAL EQUIPMENT THE SUPPLIER OF SUCH EQUIPMENT.
40
BLOCKING FOR ALL MILLWORK INSTALLATIONS, BUILT-IN FURNITURE, DRAPERY
63
ISOLATE DISSIMILAR METALS IN CONTACT WITH EACH OTHER TO PREVENT
15
THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF THEIR SEPARATE
TRACKS AND PRESENTATION BOARDS SHALL BE PROVIDED BY GC REFER TO
ELECTROLYTIC ACTION.
CONTRACTORS SUCH AS WINDOWS, ETC. THE CONTRACTOR SHALL COORDINATE
FURNITURE PLAN AND FINISH PLAN FOR COMPLETE SCOPE. REFER TO FURNITURE
64
PROVIDE REINFORCED WALLS AND A BACKUP AS REQUIRED FOR ALL WALL HUNG
THE INSTALLATION AND REQUIRED CLEARANCES OF THE EQUIPMENTS, NO
PLAN AND FINISH PLAN FOR COMPLETE SCOPE. REFER TO MECHANICAL PLAN FOR
OR SUPPORTED ITEMS PROVIDED BY GC OR OWNER.
STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED OUT, BLOCKED OUT, OR
BLOCK REQUIREMENTS FOR WALL MOUNTED HVAC EQUIPMENT IN TELEPHONE
65
PROVIDE A REASONABLY SMOOTH AND LEVEL FLOOR SURFACE TO RECEIVE STUD
RELOCATED WITHOUT PRIOR APPROVAL BY THE ARCHITECT OR ENGINEER.
EQUIPMENT ROOM.
PARTITIONS AND FINAL FINISHES.
16
THE GENERAL CONDITIONS OF THE CONDITION, AIA DOCUMENT A-201 THE LATEST
41
PRIOR TO START OF CONSTRUCTION GC SHALL COORDINATE SCHEDULING OF
66
DOUBLE -UP STUDS AT ALL DOOR OR CASED OPENINGS.
EDITION, SHALL BE MADE A PART OF THESE DRAWINGS.
MEETING WITH HIS PROJECT PERSONNEL, THE BUILDING/LANDLORD REP(S),
17
ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY LESS THAN 8 INCHES
ARCHITECT PROJECT MANAGER, OTHERS, FOR REVIEW OF PROJECT SCOPE,
67
CONTRACTOR SHALL LAY OUT SPACE IN ITS ENTIRETY FOR REVIEW BY ARCHITECT
FROM THE GROUND SHALL BE PRESSURE TREATED OR REDWOOD.
DESIGN, INTENT, CONSTRUCTION QUALITY EXPECTED, AND FINAL DISCUSSION OF
PRIOR TO ELECTRICAL ROUGH -IN
18
WINDOWS AND DOOR LIGHT WITH 40" OF THE LOCKING DEVICE OF THE DOOR
DRAWINGS/DETAILS/QUESTIONS.
68
CONTRACTOR SHALL LAY OUT ALL ELECTRICAL SWITCHES AND RECEPTACLES FOR
SHALL BE FULLY TEMPERED.
42
CEILING PLANE SHALL BE LEVEL AND TRUE AND IN ALIGNMENT WITH ALL LIGHTING,
REVIEW BY ARCHITECT PRIOR TO ELECTRICAL ROUGH -IN.
..
19
ALL LIGHTING FIXTURES AND HVAC GRILLS TO BE LOCATED ON CEILING GRID U.O.N.
SPRINKLER HVAC AND OTHER ELEMENTS INCORPORATED IN ITS CONSTRUCTION
69
THE CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE
CONTRACTOR SHALL NOTIFY THE OWNER OF ANY CONFLICTS WITH SUSPENDED
GRID SHALL BE CONTINUOUS THROUGHOUT THE DEMISED AREA EXCEPT WHERE
CONTRACT DOCUMENTS: THE CONTRACTOR WILL INFORM THE ARCHITECT OF ANY
GRID SYSTEM PRIOR TO INSTALLATION.
NOTED ON CDS.
PROPOSED SUBSTITUTIONS IN WRITING AND WILL NOT PROCEED WITH THE
20
THE ELECTRIC SUBCONTRACTOR SHALL FURNISH AND INSTALL EXIT LIGHTS IN
43
MECHANICAL, HVAC AND PLUMBING ELEMENTS SHALL AT NO TIME COME IN
PROPOSED SUBSTITUTIONS WITHOUT CONSENT FROM THE ARCHITECT.
ACCORDANCE WITH THE PREVAILING BUILDING AND FIRE CODES.
CONTACT WITH CEILING CONSTRUCTION, EXCEPT AS NECESSARY PENETRATIONS
70
ALL CONSTRUCTION AND EQUIPMENT IS NEW UNLESS NOTED OTHERWISE.
MAY REQUIRE.
21
THE ROUND AND SQUARE CEILING FIXTURES TO BE LOCATED AT CENTER OF
44DRAWINGS
AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE REMAIN THE
CEILING TILE, U.O.N.
PROPERTY OF ARCHITECT AND ARE PROTECTED UNDER COMMON LAW COPYRIGHT
22
THESE DOCUMENTS ARE THE COPYRIGHTED PROPERTY AND INTELLECTUAL
PROVISIONS. THEY ARE NOT TO BE REUSED EXCEPT BY WRITTEN AGREEMENT AND
PROPERTY OF THE CARNEGIE MELON UNIVERSITY URBAN DESIGN BUILDING
WITH THE AGREED COMPENSATION TO THE ARCHITECT. IF REUSED, WITHOUT
STUDIO. THE DOCUMENTS ARE NOT TO BE REPRODUCED OR UTILIZED FOR ANY
PERMISSION, THE ARCHITECT SHALL BE INDEMNIFIED AND HELD HARMLESS FROM
PURPOSE OTHER THAN ORIGINALLY INTENDED AS STIPULATED ON THE COVER
ALL LIABILITY, LEGAL EXPOSURE, CLAIMS, DAMAGES, LOSSES & EXPENSES.
SHEET AND TITLE BLOCK USE OF THE DOCUMENTS FOR ANY PURPOSE.
DRAWINGS SHALL NOT BE USED FOR ISSUANCE OF A BUILDING PERMIT UNLESS
SPECIFICALLY STIPULATED OR NOT, SHALL BE GRANTED ONLY VIA AUTHORIZED
SIGNED AND SEALED BY THE ARCHITECT DRAWINGS SHALL NOT BE USED FOR
WRITING BY THE CARNEGIE MELON UNIVERSITY URBAN DESIGN BUILD STUDIO.
MULTIPLE OR PROTOTYPE DEVELOPMENT WITHOUT WRITTEN AUTHORIZATION
23
ALL PRODUCTS AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH
FROM THE ARCHITECT.
MANUFACTURER'S INSTRUCTIONS/SPECIFICATIONS UNLESS SPECIFIED
45
SHOP DRAWINGS: CONTRACTORS SHALL FURNISH SHOP DRAWINGS FOR ALL SHOP
OTHERWISE.
FABRICATED ITEMS AND WHERE CUSTOMARILY REQUIRED AND SUBMIT FOUR SETS
24
MATERIALS, EQUIPMENT, AND CRAFTSMANSHIP OF ALL TRADES SHALL CONFORM
OF SHOP DRAWINGS FOR REVIEW. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
TO RECOGNIZED ASTM OF QUALITY APPROPRIATE TO GRADE OF SAID MATERIALS
CHECKING THE SHOP DRAWINGS FOR ACCURACY, COORDINATION WITH OTHER
EQUIPMENT AND CRAFTSMANSHIP, MATERIALS AND EQUIPMENT SHALL BE NEW,
TRADES AND COMPLIANCE WITH THE CONTRACT DOCUMENTS BEFORE BEING
SOUND, OF HIGH QUALITY AND SUITABLE FOR APPLICATIONS SPECIFIED.
SUBMITTED FOR APPROVAL. ARCHITECTS OR ENGINEERS APPROVAL OF SHOP
MATERIALS SHALL BE POSITIONED IN AN ORDERLY MANNER AND SHALL BE
DRAWINGS SHALL CONSTITUTE REVIEW AND APPROVAL OF THE GENERAL
ALIGNED WITH THE BUILDING STRUCTURE. VERTICAL MEMBERS/SURFACES SHALL
ARRANGEMENT OF COMPONENTS TO COMPLY WITH THE GENERAL INTENT OF THE
BE PLUMB. HORIZONTAL MEMBERS/SURFACES SHALL BE LEVEL AND ALL SURFACES
CONSTRUCTION DOCUMENTS. EVEN IF SUCH ITEMS ARE NOT SHOWN ON THE SHOP
TRUE TO PLANES SPECIFIED. CRAFTSMANSHIP SHALL BE NEAT, CLEAN AND TRUE
DRAWINGS. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS
TO LINE AND DIMENSION. FINISH MATERIALS SHALL BE FREE OF TOOL MARKS,
TO INSURE A PROPER FIT UNDER FIELD CONDITIONS AND SHALL MAKE
FLAWS AND BLEMISHES, JOINERY AND CONNECTIONS SHALL BE ACCURATE,
ADJUSTMENTS AS REQUIRED TO MAKE PARTS ALIGN. ALL REVISIONS TO SHOP
CLOSE/TIGHT FITTING AND WELL CRAFTED. TOLERANCES RECOGNIZED BY
DRAWINGS AFTER THE FIRST SUBMISSION MUST BE PROPERLY IDENTIFIED ON
NATIONAL TRADE ASSOCIATIONS WILL BE THE MINIMUM ACCEPTABLE STANDARD
SUBSEQUENT SUBMISSIONS.
FOR RESPECTIVE TRADE WORK.
46
A MINIMUM QUANTITY OF TWO (2) V-0" X V-0" FINISH SAMPLES OF ALL SPECIFIED
25
MATERIALS, EQUIPMENT AND/OR CONSTRUCTIVE SERVICES NOT INDICATED IN
FINISHES AND CURRENT STOCK CUTTINGS OF ALL SPECIFIED WALL -COVERINGS
DRAWINGS SPECIFIED HEREIN, BUT REQUIRED FOR SUCCESSFUL AND EFFICIENT
SHALL BE PROVIDED FOR APPROVAL PRIOR TO ORDERING.
COMPLETION OF THE INSTALLATION SHALL BE CONSIDERED IMPLIED IN THE
47
PAINT FOR WALL FINISHES SHALL BE PROVIDED AS A THREE (3) COAT EGGSHELL
DOCUMENTS CONTENTS AND SAID MATERIAL EQUIPMENT AND/OR CONSTRUCTIVE
LATEX ENAMEL PAINT INSTALLATION [ONE (1) PRIME AND TWO (2) FINISHED COAT],
SERVICES SHALL BE FURNISHED AND INSTALLED AT NO ADDITIONAL COST TO THE
COLORS AS SPECIFIED. METAL ELEMENTS AND DOOR FRAMES SHALL HAVE A 3
OWNER.
COAT SEMI -GLOSS ALKYD ENAMEL FINISH TO MATCH EXISTING.
THINK + CREATE + SUSTAIN
7607 Eastmark Drive Suite 200
College Station, TX 77840
T 979.693.3179
F 979.693.8370
HawkinsArch.com
NOT FOR
CONSTRUCTION
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PRELIMINARY
REVIEW
1.13.14
Date: 09.12.2013
Project Number: 213.16
Drawn by: AS
Checked by: AGH
GENERAL NOTES
AOeS
SHEET OF 01
REVISIONS
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Date: 09.12.2013
Project Number: 213.16
Drawn by: AS
Checked by: AGH
GENERAL NOTES
AOeS
SHEET OF 01
REVISIONS