exhibit a - houston · a-2 a-3 a-4 a-5 b e f-1 f-2 h-1 h-2 h-3 h-4 s-2 first tier s-2 second tier...
TRANSCRIPT
To whom it may concern,
This proposed new construction project consists of a 150,513 square foot pre-cast 10-tier garage located at 805 Franklin Street, Houston, Texas 77002. The foundation consists of auger cast piles with slab on grade concrete on the first floor and pre-cast floor construction on all levels above grade. With the exception of the stair tower guardrail, all building components of the garage including the floors, roof, and elevator shafts are constructed of pre-cast concrete.
Included below you will find images labeled “Exhibit A” looking East from Milam Street and “Exhibit B” looking North from Franklin Street that show the current building conditions as they stand today. Prior to this proposed construction this site has been an asphalt surface parking lot since 1966.
Exhibit A
Exhibit B
A PROJECT FOR
ARCHITECTS PROJECT #
SCOTT + REID
805 Franklin St.Houston Texas 77002
S+
R F
RA
NK
LIN
GA
RA
GE
151122
S+R FRANKLIN GARAGE
151122
Scott + Reid General Contractors, Inc.
3118 Richmond Avenue, Suite 250
Houston, TX 77098713.471.4404
713.338.2515
General Contractor
Mr. Joe Price, AIA
Stanton Rad Capital, LLC898 Sepulveda Boulevard Suite 500
El Segundo, California 90245310.414.2706
646.957.6015
Owner
Mr. Timothy Ronan
Dawson Van Orden
1250 Wood Branch Park Dr., Suite 210
Houston, TX 77079281-293-7500
713-854-4461
MEP
Mr. Jason Feit
Asa Daily
9800 Richmond Ave
Houston, TX 77042
713-337-8881 EXT105
713-320-4700
Structural
Fred Daily
Kimley-Horn & Associates, Inc.12012 Wickchester Lane, 500
Houston, TX 77079281.920.6583
801.735.7411
Civil
Mr. Ben Allsop
Powers Brown Architecture
1314 Texas Avenue, 2nd Floor
Houston, Texas 77002
713.224.0456
713.224.0457
Architect
Mr. David Robinson, AIA
TDLR#: EABPRJ6809390
TEXASHOUSTON
A PROJECT FOR
SCALE:
151122
PERSPECTIVE3D VIEWS
SCOTT + REID
S+R FRANKLIN GARAGE
04/26/16
N.T.S.
3D SOUTHEAST CORNER2SCALE:
3D SOUTHWEST CORNER1
AREA AND HEIGHT MODIFICATIONS
AUTOMATIC SPRINKLER SYSTEMINCREASEFOR HEIGHT AND STORY
(Per Section 504.2)
FRONTAGE AREA INCREASE
(Per Section 506.2; Equation 5-2)
AUTOMATIC SPRINKLER SYSTEM INCREASE(Per Section 506.3)
TOTAL ALLOWABLE FLOOR AREA
(Per Section 506.1; Equation 5-1)
ACTUAL FLOOR AREA
TOTAL ALLOWABLE BUILDING AREA
(Per Section 506.4)
UNLIMITED AREA
(Per Section 507)
Number of Exitsand Exit Widthfrom Each Floor
Number of Exits Exit Width
(Per Table 1021) (Per Table 1005.1)
Stairs Other Egress Components
Required Provided Required Provided Required Provided
First Tier
Second Tier
Third Tier
Fourth Tier
Fifth Tier
Sixth Tier
Are Areas of Rescue Assistance Required? Yes No
(Per TAS Section 4.1.3 (9) Exception)
Exit Access Travel Distance(Per Table 1016.1)
Occupancy Maximum Travel Distance Travel Distance Provided
Minimum Corridor Width: 44" minimum unless provided for otherwise in the Exceptions
(Per Section 1017.2)
Minimum Means of Egress Height: 7'-6" per NFPA unless provided for otherwise in the Exceptions
(Per Section 1003.2)
Maximum Dead-End Corridor 20'-0" maximum unless provided for otherwise in the Exceptions
(Per Section 1017.3)
Stairway Clear Headroom Stairways shall have a minimum headroom clearance of 80" (6'-8")
(Per Section 1009.2)
Stairway Treads & RisersStairways shall have a maximum riser height of 7", a minimumriser height of 4", and a minimum treaddepth of 11"(Per Section 1009.3)
Common Path of Egress Travel
75'-0" maximum in occupancies other than group H-1, H-2, H-3 unless provided for otherwise in the Exceptions(Per Section 1014.3)
Fire-Resistance Rating Requirements for Building Elements (hours) (Per Table 601 + 602)
Building Element Rating Required Rating Provided U.L. Assembly #
Structural Frame
Bearing Walls - Exterior
Bearing Walls - Interior
Non-bearing walls and partitions - Exterior
Non-bearing walls and partitions - Interior
Floor construction
Roof construction
Automatic Fire Extinguishing System Reduction Claimed? Yes No(1 Hour Reduction Allowed, See Footnote - D, Table 601)
Stairwells
(Per Section 707 and Section 1019.1)
Elevator Shafts
(Per Section 707)
Corridors
(Per Table 1016.1)
Fire Rated Doors
(Per Table 715.4)
Fire Protection Systems
Automatic Fire Sprinkler System
(Per Section 903)Required: Type of System Provided: N/A
Not Required but Provided: N/A Type of System Provided: N/A
Not Required per Section 903
Alternative Automatic Fire Extinguishing Systems
(Per Section 904)Required: Type of System Provided: N/A
Not Required per Section 904:
Standpipe System & Hose Connections
(Per Section 907)Required: Type of System Provided: CLASS 1
Not Required per Section 905:
Portable Fire Extinguishers
(Per Section 906)Required: Number Provided: 3 PER FLOOR (OVERALL)Not Required because: ESFR Sprinkler system (Groups A, B, and E) Group U
Fire / Emergency Alarm and Detection Systems
(Per Section 907)Required: Type of System:
Not Required per Section 907
HVAC & Air Distribution System Controls
(Per Section 907.12, IFC 2003)Required as Noted on Sheet: N/A
No HVAC units over 2,000 CFM used in this system: N/A
No Fire / Smoke Dampers in the Building: N/A
Smoke Control Systems:
(Per Section 909)Required as Noted on Sheet: N/A
Occupancy Type and Load
Occupancy Classification Specific Use 1 2 3
A-1
A-2
A-3
A-4
A-5
B
E
F-1
F-2
H-1
H-2
H-3
H-4
S-2 FIRST TIER
S-2 SECOND TIER
S-2 THIRD TIER
S-2 FOURTH TIER
S-2 FIFTH TIER
S-2 SIXTH TIER
S-2 SEVENTH TIER
S-2 EIGHTH TIER
S-2 NINTH TIER
S-2 TENTH TIER
Total Gross
1 - List Square Footage in each Occupancy classification.
2 - List Floor Area in Square Foot per Occupant per IBC Table 1004.1
3 - List Allowable Occupants per Occupant Classification
Interior Finish
Occupancy Group Exits, Enclosures,Exit Passageways
CorridorsRooms and Enclosed Spaces
APPLICABLE BUILDING CODES & REQULATIONS
TDLR PROJECT NO.
PROJECT DESCRIPTION
BUILDING NAME:
BUILDING ADDRESS:
LEASE SPACE ADDRESS AND/OR SUITE NO.
SCOPE OF PROJECT:
NEW CONSTRUCTION:
ADDITION:
REMODEL:
FOUNDATION:
DEMOLITION:
OTHER:
GRADE ELEVATION OF BUILDING:
BUILDING LENGTH:
BUILDING GROSS SQUARE FOOTAGE:
GARAGE SQUARE FOOTAGE:
NUMBER OF TIERS:
SPRINKLERED:
OCCUPANCY TYPE:
SINGLE OCCUPANCY:
SEPARATED USES:
NON-SEPARATED USES:
OCCUPANCY SEPARATION REQUIREMENTS:
CONSTRUCTION TYPE:(Per Section 602 )
ALLOWABLE HEIGHT:(Per Table 406.5.4)
ALLOWABLE AREA:(Per Table 406.5.4)
ACTUAL HEIGHT:
ACTUAL AREA:
PROJECT INFORMATION
BUILDING WIDTH:
ESTIMATED COST OF CONSTRUCTION:
MIXED OCCUPANCY:
R VALUE
R Value Required
Walls
Roof
* OPEN PARKING GARAGE
(Per Table 803.5)
2012 INTERNATIONAL BUILDING CODE WITH CITY OF HOUSTON AMENDMENTS
2012 INTERNATIONAL FIRE CODE WITH CITY OF HOUSTON AMENDMENTS
2012 UNIFORM MECHANICAL CODE WITH CITY OF HOUSTON AMENDMENTS
2012 UNIFORM PLUMBING CODE WITH CITY OF HOUSTON AMENDMENTS
2014 NATIONAL ELECTRICAL CODE WITH CITY OF HOUSTON AMENDMENTS
CITY OF HOUSTON SIGN CODE
2012 TEXAS ACCESSIBILITY STANDARDS
2009 INTERNATIONAL ENERGY CONSERVATION CODE
CITY OF HOUSTON CODE WORD
PARKING
Occupancy Spaces Required
Spaces ProvidedADA Spaces Required
TOTAL
TOTAL
* ADA spaces provided are included in the total number ofparking spaces provided.
CITY OF HOUSTON ORDINANCES
THE PROJECT SCOPE OF WORK CONSISTS OF CONSTRUCTING
A 10 TIER PRECAST PARKING GARAGE WITH ASSOCIATED SITE WORK
S & R FRANKLIN GARAGE
N/A
X
145'-0"
98'-0"
N/A
150,513 SF
1 GRADE LEVEL + 10 ELEVATED TIERS
5,200,000
S-2
N/A
TYPE IB
12 TIERS
UNLIMITED
13,683 SF
NOT REQUIRED
NOT REQUIRED
S-2 MOTOR VEHICLE RELATED OCCUPANCY 300' MAX
Seventh Tier
Eighth Tier
Ninth Tier
Tenth Tier
2 MIN
10 TIERS AT 103'-6"
2
2 MIN 2
2 MIN 2
2 MIN 2
2 MIN 2
2 MIN 2
2 MIN 2
2 MIN 2
2 MIN 2
2 MIN 2
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
PARKING GARAGE 200 69
PARKING GARAGE 200
PARKING GARAGE 200
PARKING GARAGE 200
PARKING GARAGE 200
PARKING GARAGE 200
PARKING GARAGE 200
PARKING GARAGE 200
PARKING GARAGE 200
PARKING GARAGE 200
150,513 SF 759
S-2 PARKING GARAGE N/A N/A C
NO N/A
YES
NO
NO
NO
0 0 N/A
0 0 N/A
0 0 N/A
90 MIN. 90 MIN.
N/A N/A N/A
2 HR 2HR
0 0 N/A
1 HR 2 HR
0 0 N/A
0 0 N/A
NO
S-2 GROUND LEVEL PARKING GARAGE 13,683 SF 200 69
69
69
69
69
69
69
69
69
69
S-2 300
20.7" = 44" 48"
48"
48"
48"
48"
48"
48"
48"
48"
48"
Spaces Provided
7 7
300
805 Franklin St. Houston Texas 77002
N/A
* TYPICAL CLEAR HEIGHT TO BE 7'-0" MINIMUM.
* CLEAR HEIGHT AT VAN ACCESSIBLE SPACES, ANDALONG ROUTE TO SAID SPACES TO BE 8' - 2"MINIMUM
* PER SECTION 406, THE AREA OF OPENINGS ON THEEXTERIOR WALL SHALL NOT BE LESS THAN 20% THETOTAL AREA OF EACH TIER.
* THE AGGREGATE LENGTH OF OPENINGS SHALLNOT BE LESS THAN 40% OF THE PERIMETER OF THETIER SEE SHEET G004 FOR OPEN AREACALCULATION.
20.7" = 44"
20.7" = 44"
20.7" = 44"
20.7" = 44"
20.7" = 44"
20.7" = 44"
20.7" = 44"
20.7" = 44"
20.7" = 44"
(ALLOWED TO BE 7'-0" PER SECTION 406.4.1.)
2 HR 2 HR
SEE TABLES BELOW
SEE TABLES BELOW
SEE TABLES BELOW
N/A
135'
13,683 SF
13,683 SF
13,683 SF
13,683 SF
13,683 SF
13,683 SF
13,683 SF
13,683 SF
13,683 SF
13,683 SF
6809390
Columns 2 HR 2HR SEE TABLES BELOW
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5 P
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WN
AR
CH
ITE
CTU
RE
this
dra
win
g an
d th
e ar
chite
ctur
al w
ork
depi
cted
ther
ein
are
the
sole
pro
perty
of P
ower
s B
row
n A
rchi
tect
ure.
No
porti
on o
f thi
s dr
awin
g m
ay b
e co
pied
with
out t
he e
xpre
ss w
ritte
n co
nsen
t of t
he A
rchi
tect
.
PROJECT NO:
DRAWN BY:
CHECKED BY:
A PROJECT FOR
1314 Texas Ave., 2nd FloorHouston, Texas 77002713.224.0456713.224.0457 faxwww.powersbrown.com
SHEET NUMBER
GENERAL NOTES
PROJECT TITLE
SHEET TITLE
SEAL
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151122
JB
DR
SCOTT + REID
S+R FRANKLINGARAGE
G007
CODE SUMMARY
805 Franklin St.Houston Texas 77002
1
1
2
2
2
2
3
DATE REVISION
2016-01-29 ISSUE FOR PRICING
2016-02-03 ISSUE FOR PERMIT
1 2016-03-31 ADDENDUM 1
2 2016-04-29 ADDENDUM 2
3 2016-05-19 ADDENDUM 3
UP
CC
PROPOSED 11 LEVEL PARKING GARAGE(S2 OCCUPANCY)
EXISTING FIRE HYDRANT
285 FT HOSE LAY
296 FT HOSE LAY
1' -
3 1/
4"
PROPERTY LINE
FH
MIN.
26' - 0"
MIN.
15' - 0"
20' -
0"
AERIAL APPARATUS LANE
FRANKLIN STREET
MIL
AM
STR
EE
T
1' - 10 7/8"145' - 0"
4' - 4 3/4"
6"
4' - 4 3/4"
R 28'
150' MAX
150' MAXON
E W
AY
ONE WAY
DRIVE WAY
25' - 0"
DR
IVE
WA
Y
35' -
0"
R 50'
1' -
6"
98' -
0"
1' -
6"
DESIGNATED AERIAL APPARATUS LANE - MIN. 26 FT. WIDE
DENOTES 400FT MAXIMUM HOSELAY EXTENT
EXISTING CONSTRUCTION TO REMAIN
150 FT HOSELAY
PRELIMIN
ARYCURRENT A
S OF:
JOE D
. POW
ERS
REGISTRATIO
N #103
98
NOT FOR CONSTRUCTIO
N, PERMIT,
OR REGULA
TORY APPROVAL
PRELIMIN
ARYCURRENT A
S OF:
NAZIR K
HALFE
REGISTRATIO
N #250
00
NOT FOR CONSTRUCTIO
N, PERMIT,
OR REGULA
TORY APPROVAL
PRELIMIN
ARYCURRENT A
S OF:
JEFFREY B
. BROW
N
REGISTRATIO
N #180
00
NOT FOR CONSTRUCTIO
N, PERMIT,
OR REGULA
TORY APPROVAL
PRELIMIN
ARYCURRENT A
S OF:
BRUCE J. W
ALCK
REGISTRATIO
N #203
65
NOT FOR CONSTRUCTIO
N, PERMIT,
OR REGULA
TORY APPROVAL
Cop
yrig
ht ©
201
5 P
OW
ER
S B
RO
WN
AR
CH
ITE
CTU
RE
this
dra
win
g an
d th
e ar
chite
ctur
al w
ork
depi
cted
ther
ein
are
the
sole
pro
perty
of P
ower
s B
row
n A
rchi
tect
ure.
No
porti
on o
f thi
s dr
awin
g m
ay b
e co
pied
with
out t
he e
xpre
ss w
ritte
n co
nsen
t of t
he A
rchi
tect
.
PROJECT NO:
DRAWN BY:
CHECKED BY:
A PROJECT FOR
1314 Texas Ave., 2nd FloorHouston, Texas 77002713.224.0456713.224.0457 faxwww.powersbrown.com
SHEET NUMBER
GENERAL NOTES
PROJECT TITLE
SHEET TITLE
SEAL
C:\U
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151122
JB
DR
SCOTT + REID
S+R FRANKLINGARAGE
FM101
FIRE MARSHALL PLAN
805 Franklin St.Houston Texas 77002
SCALE: 3/32" = 1'-0"
FIRE MARSHALL PLAN
N
1
1
DATE REVISION
2016-01-29 ISSUE FOR PRICING
2016-02-03 ISSUE FOR PERMIT
1 2016-03-31 ADDENDUM 1
UP
UP
UP
A1
A301
A1
A303
A B C D E
01
02
03
04
27' -
6"
65' -
0"
5' -
6"
98' -
0"
28' - 6" 35' - 6" 36' - 0" 45' - 0"
145' - 0"
A1
A302
A1
A304
A430
A4
A432
A4
SLOPE UP 14%
SLOPE UP 1%
A431
A4
102
TRANSFORMERVAULT
SLOPE 1:12"
RAMP
SLOPE 1:12"
RAMP
GALV. STEEL CONTINUOUSGUARDRAIL ON RETAININGWALL
-0' - 8 3/4"-1' - 4 1/4"
-2' - 0 1/8"-6' - 8 1/2"
T.O. RETAINING WALL 1' - 5"
WATER METEREASEMENT
-7' - 7 3/4"
-7' - 6"
-7' - 3 5/8"
-7' - 4 3/4"
-7' - 1 1/4"
-6' - 10 3/4"
-7' - 2 1/2"
0' - 0"
-1' - 1"
9' - 0" 8' - 0" 9' - 0" 9' - 0" 27' - 4" 9' - 0"
8 EQ SPACES @ 9' - 0"
72' - 0"
LANDING
5' - 0"
RAMP
30' - 0"
LANDING
5' - 0"
RAMP
30' - 0" 10' - 6"
PROPERTY LINE
105
ELEVATORLOBBY
106
STAIR 01
101
GARAGE
CONTINUOUSHAND RAIL
104
102A
2 HR PRECAST CONCRETE WALL
PROVIDE 6" x 2' SLOTOPENINGS IN RETAININGWALL 5' ON CENTER
1' -
8"3
EQ
SP
AC
ES
@ 7
' - 6
"
22' -
6"
1' -
8"
(CLR
)
33' -
0"
(CLR)
17' - 8"
2" (RO)3' - 0"
7' -
10"
17' - 0"
-7' - 6"
-7' - 0"
(RO
)
17' -
0"
(RO
)
16' -
0"
35' -
0"
18' - 8" 16' - 8"
104
FIRE PUMPROOM
22' - 0" 3' - 0"
CLR
17' -
9"
1' - 6"
-2' - 0"
-7' - 1 1/4" -4' - 6"
-1' - 4 1/8"
(TY
P)
5' -
0"
2' -
9"
(TYP)
5' - 0" 6' - 9 3/4"
6" DIA. CONCRETEFILLED GALV. STEELBOLLARD, PAINTED(TYP)
4' - 4 3/4"
6"
1' -
6"
1' - 10 7/8"
1' -
3 1/
4"
0' - 0"
-7' - 1 1/4"
18' - 0"
19' -
0"
18' -
6"
26' -
3"
2' - 6"
5' - 0"3' - 2"
7 E
Q S
PA
CE
S @
7' -
6"
52' -
3 1
/4"
25' - 3"
1' - 10 7/8" 4' - 4 3/4"
1' -
6"
1' - 5"
T.O. RETAINING WALL
1' - 5"
T.O. RETAININGWALL
PROVIDE STEELPROTECTION COVERPLATE FOR STORM DRAIN(TYP)
EX
ITE
NTR
AN
CE
LINE OF BEAM, ABOVE
A432
A1
FIRE CAULK ALLPANEL JOINTSBOTH SIDES
2J8A
2J8A
2J8A
0' - 0"
-2' - 0"
+1'-6"
102D
102C
2' -
6"11
' - 6
"2'
- 6"
12' -
0"
9' -
2"4'
- 6"
11' -
4"
PRELIMIN
ARY
CURRENT AS O
F:
NAZIR K
HALFE
REGISTRATIO
N #250
00
NOT FOR CONSTRUCTIO
N, PERMIT,
OR REGULA
TORY APPROVAL
Cop
yrig
ht ©
201
5 P
OW
ER
S B
RO
WN
AR
CH
ITE
CTU
RE
this
dra
win
g an
d th
e ar
chite
ctur
al w
ork
depi
cted
ther
ein
are
the
sole
pro
perty
of P
ower
s B
row
n A
rchi
tect
ure.
No
porti
on o
f thi
s dr
awin
g m
ay b
e co
pied
with
out t
he e
xpre
ss w
ritte
n co
nsen
t of t
he A
rchi
tect
.
PROJECT NO:
DRAWN BY:
CHECKED BY:
A PROJECT FOR
1314 Texas Ave., 2nd FloorHouston, Texas 77002713.224.0456713.224.0457 faxwww.powersbrown.com
SHEET NUMBER
A
B
C
D
1 2 3 4
GENERAL NOTES
PROJECT TITLE
SHEET TITLE
SEAL
1 2 3 4
A
B
C
D
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151122
JLS, JB
DR
SCOTT + REID
S+R FRANKLINGARAGE
A101
OVERALL GROUNDLEVEL PLAN
805 Franklin St.Houston Texas 77002
SCALE: 1/8" = 1'-0"
OVERALL GROUND LEVEL PLAN
N
NOTE:
A ANOTATED ELEVATION (0' - 0") EQUALS (+35' - 0")ON CIVIL DRAWINGS.
1
B GARAGE CLEAR HEIGHT TO BE 7'-2" MINIMUM
DATE REVISION
2016-01-29 ISSUE FOR PRICING
2016-02-03 ISSUE FOR PERMIT
1 2016-03-31 ADDENDUM 1
A204
B2
A1
A301
A1
A303
A B C D E
01
02
03
04
A201 B2
A202
B2
A203B2
DOWN SLOPE 14% UP SLOPE 12%
A1
A302
A1
A304
28' - 6" 35' - 6" 36' - 0" 45' - 0"
145' - 0"
27' -
6"
65' -
0"
5' -
6"
98' -
0"
20' - 6" 7' - 0"2' - 0"
33' - 6"2' - 0"
34' - 0"2' - 0"
25' - 0" 19' - 0"
OPEN TO BELOW
9' - 9 7/8"
9' - 9 7/8"
11' - 3"
UP SLOPE 2% 11' - 3"
A431
B4
A430
B4
A432
B4
10 EQ SPACES @ 9' - 0"
90' - 0"
PROVIDE STEELPROTECTION COVERPLATE FOR STORM DRAIN(TYP)
PROVIDE STEELPROTECTION COVERPLATE FOR STORM DRAIN(TYP)
PRE-CASTGUARDRAIL AT3'-6"
8' - 0"
6" DIA. CONCRETEFILLED GALV. STEELBOLLARD, PAINTED(TYP)
11' - 3"
8 EQ SPACES @ 9' - 0"
72' - 0"
19' -
0"
26' -
0"
18' -
6"
25' - 4" 18' - 0"
7 E
Q S
PA
CE
S @
7' -
6"
52' -
3 1
/4"
9' -
2"4'
- 6"
11' -
4"
CLOTHCANOPYBELOW(TYP)
NOTES:
A. LOADS ON HANDRAIL AND GUARDRAIL SYSTEMS:ALL HANDRAIL AND GUARDRAIL SYSTEMS SHALLBE DESIGNED TO RESIST A SINGLECONCENTRATED LOAD OF 200 LB (0.89 KN)APPLIED IN ANY DIRECTION AT ANY POINT ONTHE HANDRAIL OR TOP RAIL AND TO TRANSFERTHIS LOAD THROUGH THE SUPPORTS TO THESTRUCTURE TO PRODUCE THE MAXIMUM LOADEFFECT ON THE ELEMENT BEING CONSIDERED.FURTHER, ALL HANDRAIL AND GUARDRAILSYSTEMS SHALL BE DESIGNED TO RESIST A LOADOF 50 LB/FT (POUND-FORCE PER LINEAR FOOT)(0.73 KN/M) APPLIED IN ANY DIRECTION ALONGTHE HANDRAIL OR TOP RAIL. THIS LOAD NEEDNOT BE ASSUMED TO ACT CONCURRENTLY WITHTHE LOAD SPECIFIED IN THE PRECEDINGPARAGRAPH, AND THIS LOAD NEED NOT BECONSIDERED FOR THE FOLLOWINGOCCUPANCIES: 1. ONE- AND TWO-FAMILYDWELLINGS. 2. FACTORY, INDUSTRIAL, ANDSTORAGE OCCUPANCIES, IN AREAS THAT ARENOT ACCESSIBLE TO THE PUBLIC AND THATSERVE AN OCCUPANT LOAD NOT GREATER THAN50. INTERMEDIATE RAILS (ALL THOSE EXCEPTTHE HANDRAIL), AND PANEL FI LLERS SHALL BEDESIGNED TO WITHSTAND A HORIZONTALLYAPPLIED NORMAL LOAD OF 50 LB (0.22 KN) ON ANAREA NOT TO EXCEED 12 IN. BY 12 IN. (305 MM BY305 MM) INCLUDING OPENINGS AND SPACEBETWEEN RAILS AND LOCATED SO AS TOPRODUCE THE MAXIMUM LOAD EFFECTS.REACTIONS DUE TO THIS LOADING ARE NOTREQUIRED TO BE SUPERIMPOSED WITH THELOADS SPECIFIED IN EITHER PRECEDINGPARAGRAPH.
PRELIMIN
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dra
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chite
ctur
al w
ork
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cted
ther
ein
are
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sole
pro
perty
of P
ower
s B
row
n A
rchi
tect
ure.
No
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on o
f thi
s dr
awin
g m
ay b
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C:\U
sers
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ocum
ents
\151
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entr
al_
ban
an.r
vt
8/3
1/2
016 1
1:3
3:0
5 A
M
151122
JLS
JLS
SCOTT + REID
S+R FRANKLINGARAGE
A102
OVERALL FIRST TIERLEVEL PLAN
805 Franklin St.Houston Texas 77002
SCALE: 1/8" = 1'-0"
OVERALL FIRST TIER LEVEL PLAN
N
1
11
1
DATE REVISION
2016-01-29 ISSUE FOR PRICING
2016-02-03 ISSUE FOR PERMIT
1 2016-03-31 ADDENDUM 1
A204
B2
A1
A301
A1
A303
A B C D E
01
02
03
04
A201 B2
A202
B2
A203B2
A1
A302
A1
A304
28' - 6" 35' - 6" 36' - 0" 45' - 0"
145' - 0"
27' -
6"
65' -
0"
5' -
6"
98' -
0"
20' - 0 7/8"21' - 6"
20' - 0 7/8"
20' - 6" 7' - 0"2' - 0"
33' - 6"2' - 0"
34' - 0"2' - 0"
25' - 0" 19' - 0"
21' - 6"
A431
C4
A432
C4
A433
A4
10 EQ SPACES @ 9' - 0"
90' - 0"
8 EQ SPACES @ 9' - 0"
72' - 0"
PROVIDE STEELPROTECTION COVERPLATE FOR STORM DRAIN(TYP)
PRE-CASTGUARDRAIL AT 3'-6"
7 E
Q S
PA
CE
S @
7' -
6"
52' -
8"
DOWN SLOPE 12% UP SLOPE 12%
UP SLOPE 2%
8' - 0"
PROVIDE STEELPROTECTION COVERPLATE FOR STORM DRAIN(TYP)
25' - 4" 18' - 0"
18' -
6"
26' -
0"
19' -
0"
CLR
3' - 0"
A430
B4
9' -
2"4'
- 6"
11' -
4"
11' -
4"
25' -
0"
EQ
EQ
EQ
EQ
EQ
EQ
4' -
9"
11' - 10" 11' - 10" 11' - 10" 12' - 0" 12' - 0" 12' - 0" 13' - 0" 13' - 0"
PRELIMIN
ARY
CURRENT AS O
F:
NAZIR K
HALFE
REGISTRATIO
N #250
00
NOT FOR CONSTRUCTIO
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OR REGULA
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Cop
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ht ©
201
5 P
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AR
CH
ITE
CTU
RE
this
dra
win
g an
d th
e ar
chite
ctur
al w
ork
depi
cted
ther
ein
are
the
sole
pro
perty
of P
ower
s B
row
n A
rchi
tect
ure.
No
porti
on o
f thi
s dr
awin
g m
ay b
e co
pied
with
out t
he e
xpre
ss w
ritte
n co
nsen
t of t
he A
rchi
tect
.
PROJECT NO:
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C:\U
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ocum
ents
\151
122_C
entr
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ban
an.r
vt
8/3
1/2
016 1
1:3
3:0
6 A
M
151122
JLS
JLS
SCOTT + REID
S+R FRANKLINGARAGE
A103
OVERALL SECOND TIERLEVEL PLAN
805 Franklin St.Houston Texas 77002
SCALE: 1/8" = 1'-0"
OVERALL SECOND TIER LEVEL
N
1
1
1
1
DATE REVISION
2016-01-29 ISSUE FOR PRICING
2016-02-03 ISSUE FOR PERMIT
1 2016-03-31 ADDENDUM 1
A1
A301
A1
A303
A B C D E
01
02
03
04
A201 B2
A202
B2
A203B2
A1
A302
A1
A304
145' - 0"
28' - 6" 35' - 6" 36' - 0" 45' - 0"
27' -
6"
65' -
0"
5' -
6"
98' -
0"
UP SLOPE 2%
A431
A3
A433
B4
8 EQ SPACES @ 9' - 0"
72' - 0"
TYP
5' - 0"
3' - 8"
PROVIDE STEELPROTECTION COVERPLATE FOR STORM DRAIN(TYP)
6" DIA CONCRETEFILLED GALV.STEEL BOLLARD,PAINTED (TYP)
10 EQ SPACES @ 9' - 0"
90' - 0" 8' - 0"
DOWN SLOPE 12% UP SLOPE 12%
CLR3' - 0"
19' -
0"
26' -
0"
18' -
6"
9 E
Q S
PA
CE
S @
7' -
6"
67' -
6"
(CLR
)
25' -
10"
31' - 9"
30' - 3 7/8"
30' - 3 7/8"31' - 9"
25' - 4" 18' - 0"
20' - 6" 7' - 0"
2' - 0"
33' - 6"
2' - 0"
34' - 0"
2' - 0"
25' - 0" 19' - 0"
PROVIDE STEELPROTECTION COVERPLATE FOR STORM DRAIN(TYP)
A430
B4
9' -
2"4'
- 6"
11' -
4"
11' -
4"
25' -
0"
EQ
EQ
EQ
EQ
EQ
EQ
4' -
9"
11' - 10" 11' - 10" 11' - 10" 12' - 0" 12' - 0" 12' - 0" 13' - 0" 13' - 0"
PRELIMIN
ARY
CURRENT AS O
F:
NAZIR K
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N #250
00
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Cop
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AR
CH
ITE
CTU
RE
this
dra
win
g an
d th
e ar
chite
ctur
al w
ork
depi
cted
ther
ein
are
the
sole
pro
perty
of P
ower
s B
row
n A
rchi
tect
ure.
No
porti
on o
f thi
s dr
awin
g m
ay b
e co
pied
with
out t
he e
xpre
ss w
ritte
n co
nsen
t of t
he A
rchi
tect
.
PROJECT NO:
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1314 Texas Ave., 2nd FloorHouston, Texas 77002713.224.0456713.224.0457 faxwww.powersbrown.com
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C:\U
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ocum
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\151
122_C
entr
al_
ban
an.r
vt
8/3
1/2
016 1
1:3
3:0
7 A
M
151122
JB
DR
SCOTT + REID
S+R FRANKLINGARAGE
A104
OVERALL TYPICAL TIERSLEVELS 3, 4, 5, PLAN
805 Franklin St.Houston Texas 77002
SCALE: 1/8" = 1'-0"
OVERALL FLOOR PLAN TYPICAL
1
1
11
1
DATE REVISION
2016-01-29 ISSUE FOR PRICING
2016-02-03 ISSUE FOR PERMIT
1 2016-03-31 ADDENDUM 1
A204
B2
A1
A301
A1
A303
A B C D E
01
02
03
04
A201 B2
A202
B2
A203B2
A1
A302
A1
A304
PROVIDE STEELPROTECTION COVERPLATE FOR STORM DRAIN(TYP)
6" DIA CONCRETEFILLED GALV.STEEL BOLLARD,PAINTED (TYP)
UP SLOPE 2%
DOWN SLOPE 12% UP SLOPE 12%
TYP
5' - 0"
9 E
Q S
PA
CE
S @
7'-6
"
67' -
6"
9 EQ SPACES @ 9'-0"
81' - 0" 8' - 0"
8 EQ SPACES @ 9'-0"
72' - 0"
61' - 0 7/8" 62' - 6"
62' - 6"
61' - 0 7/8"
19' -
0"
26' -
0"
18' -
6"
25' - 4" 18' - 0"
CLR
25' -
10"
28' - 6" 35' - 6" 36' - 0" 45' - 0"
145' - 0"
98' -
0"
27' -
6"
65' -
0"
5' -
6"
20' - 6" 7' - 0"2' - 0"
33' - 6"2' - 0"
34' - 0"2' - 0"
25' - 0" 19' - 0"
CLR
3' - 0"
2 EQ SPACES @ 7'-6"
15' - 0"A430
B4
A431
A3
A433
B4
9' -
2"4'
- 6"
11' -
4"
11' -
4"
25' -
0"
EQ
EQ
EQ
EQ
EQ
EQ
4' -
9"
11' - 10" 11' - 10" 11' - 10" 12' - 0" 12' - 0" 12' - 0" 13' - 0" 13' - 0"
PRELIMIN
ARY
CURRENT AS O
F:
NAZIR K
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REGISTRATIO
N #250
00
NOT FOR CONSTRUCTIO
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Cop
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5 P
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WN
AR
CH
ITE
CTU
RE
this
dra
win
g an
d th
e ar
chite
ctur
al w
ork
depi
cted
ther
ein
are
the
sole
pro
perty
of P
ower
s B
row
n A
rchi
tect
ure.
No
porti
on o
f thi
s dr
awin
g m
ay b
e co
pied
with
out t
he e
xpre
ss w
ritte
n co
nsen
t of t
he A
rchi
tect
.
PROJECT NO:
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C:\U
sers
\banan\D
ocum
ents
\151
122_C
entr
al_
ban
an.r
vt
8/3
1/2
016 1
1:3
3:0
8 A
M
151122
JB
DR
SCOTT + REID
S+R FRANKLINGARAGE
A104B
OVERALL TYPICAL TIERSLEVELS 6 AND 7 PLAN
805 Franklin St.Houston Texas 77002
SCALE: 1/8" = 1'-0"
OVERALL TIER 6 LEVEL PLAN, TIER 7 SIM1
11
1
DATE REVISION
1 2016-03-31 ADDENDUM 1
A204
B2
A1
A301
A1
A303
A B C D E
01
02
03
04
A201 B2
A202
B2
A203B2
A1
A302
A1
A304
UP SLOPE 2%
PROVIDE STEELPROTECTION COVERPLATE FOR STORM DRAIN(TYP)
6" DIA CONCRETEFILLED GALV.STEEL BOLLARD,PAINTED (TYP)
DOWN SLOPE 12% UP SLOPE 12%
PROVIDE STEELPROTECTION COVERPLATE FOR STORM DRAIN(TYP)
28' - 6" 35' - 6" 36' - 0" 45' - 0"
145' - 0"
2J8A
2J8A
801
27' -
6"
65' -
0"
5' -
6"
98' -
0"
20' - 6" 7' - 0"2' - 0"
33' - 6"2' - 0"
34' - 0"2' - 0"
25' - 0" 19' - 0"
19' -
0"
26' -
0"
18' -
6"
10 EQ SPACES @ 9'-0"
90' - 0" 8' - 0"
25' - 4" 18' - 0"
9 E
Q S
PA
CE
S @
7'-6
"
67' -
6"
81' - 6 7/8"
81' - 6 7/8" 83' - 0"
83' - 0"
TYP
5' - 0" 3' - 0"
CLR
25' -
10"
8 EQ SPACES @ 9'-0"
72' - 0"
802
ELEVATORLOBBY
801
ELEVATORCONTROL
ROOM
CLR
3' - 0"
A430
D4
A430
B4
A431
A3
A433
B4
9' -
2"4'
- 6"
11' -
4"
11' -
4"
25' -
0"
EQ
EQ
EQ
EQ
EQ
EQ
4' -
9"
11' - 10" 11' - 10" 11' - 10" 12' - 0" 12' - 0" 12' - 0" 13' - 0" 13' - 0"
PRELIMIN
ARY
CURRENT AS O
F:
NAZIR K
HALFE
REGISTRATIO
N #250
00
NOT FOR CONSTRUCTIO
N, PERMIT,
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TORY APPROVAL
Cop
yrig
ht ©
201
5 P
OW
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WN
AR
CH
ITE
CTU
RE
this
dra
win
g an
d th
e ar
chite
ctur
al w
ork
depi
cted
ther
ein
are
the
sole
pro
perty
of P
ower
s B
row
n A
rchi
tect
ure.
No
porti
on o
f thi
s dr
awin
g m
ay b
e co
pied
with
out t
he e
xpre
ss w
ritte
n co
nsen
t of t
he A
rchi
tect
.
PROJECT NO:
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SHEET NUMBER
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GENERAL NOTES
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C:\U
sers
\banan\D
ocum
ents
\151
122_C
entr
al_
ban
an.r
vt
8/3
1/2
016 1
1:3
3:0
9 A
M
151122
JB
DR
SCOTT + REID
S+R FRANKLINGARAGE
A104C
OVERALL EIGHTH TIERLEVEL PLAN
805 Franklin St.Houston Texas 77002
1
1
1
1
1
DATE REVISION
1 2016-03-31 ADDENDUM 1
A1
A301
A1
A303
A B C D E
01
02
03
04
A201 B2
A202
B2
A203B2
A1
A302
A1
A304
145' - 0"
28' - 6" 35' - 6" 36' - 0" 45' - 0"
27' -
6"
65' -
0"
5' -
6"
98' -
0"
UP SLOPE 2%
PROVIDE STEELPROTECTION COVERPLATE FOR STORM DRAIN(TYP)
6" DIA CONCRETEFILLED GALV.STEEL BOLLARD,PAINTED (TYP)
DOWN SLOPE 12% UP SLOPE 12%
20' - 6" 7' - 0"
2' - 0"
33' - 6"
2' - 0"
34' - 0"
2' - 0"
25' - 0" 19' - 0"
PROVIDE STEELPROTECTION COVERPLATE FOR STORM DRAIN(TYP)
ELEVATOROVERRUN
96' - 11 7/8"
91' - 9 7/8" 93' - 3"
93' - 3"91' - 9 7/8"
19' -
0"
26' -
0"
19' -
0"
8 EQ SPACES @ 9'-0"
72' - 0"
CLR
3' - 0"
9 EQ SPACES @ 9'-0"
81' - 0" 8' - 0"
9 E
Q S
PA
CE
S @
7'-6
"
67' -
6"
25' - 4" 18' - 0"
2 EQ SPACES @ 7'-6"
15' - 0"
TYP
5' - 0" 3' - 0"9' -
2"4'
- 6"
11' -
4"
11' -
4"
25' -
0"
EQ
EQ
EQ
EQ
EQ
EQ
4' -
9"
11' - 10" 11' - 10" 11' - 10" 12' - 0" 12' - 0" 12' - 0" 13' - 0" 13' - 0"
PRELIMIN
ARY
CURRENT AS O
F:
NAZIR K
HALFE
REGISTRATIO
N #250
00
NOT FOR CONSTRUCTIO
N, PERMIT,
OR REGULA
TORY APPROVAL
Cop
yrig
ht ©
201
5 P
OW
ER
S B
RO
WN
AR
CH
ITE
CTU
RE
this
dra
win
g an
d th
e ar
chite
ctur
al w
ork
depi
cted
ther
ein
are
the
sole
pro
perty
of P
ower
s B
row
n A
rchi
tect
ure.
No
porti
on o
f thi
s dr
awin
g m
ay b
e co
pied
with
out t
he e
xpre
ss w
ritte
n co
nsen
t of t
he A
rchi
tect
.
PROJECT NO:
DRAWN BY:
CHECKED BY:
A PROJECT FOR
1314 Texas Ave., 2nd FloorHouston, Texas 77002713.224.0456713.224.0457 faxwww.powersbrown.com
SHEET NUMBER
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GENERAL NOTES
PROJECT TITLE
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SEAL
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C:\U
sers
\banan\D
ocum
ents
\151
122_C
entr
al_
ban
an.r
vt
8/3
1/2
016 1
1:3
3:0
9 A
M
151122
JB
DR
SCOTT + REID
S+R FRANKLINGARAGE
A104D
OVERALL NINTH TIERLEVEL PLAN
805 Franklin St.Houston Texas 77002
1
1
1
1
DATE REVISION
1 2016-03-31 ADDENDUM 1
A204
B2
A1
A301
A1
A303
A B C D E
01
02
03
04
A201 B2
A202
B2
A203B2
A1
A302
A1
A304
DOWN SLOPE 12%
UP SLOPE 2%
6" DIA CONCRETEFILLED GALV.STEEL BOLLARD,PAINTED (TYP)
10 EQ SPACES @ 9' - 0"
90' - 0" 8' - 0"
9 E
Q S
PA
CE
S @
7' -
6"
67' -
6"
8 EQ SPACES @ 9' - 0"
72' - 0"
CONCRETE VEHICLEBARRIER
25' - 4" 18' - 0"
103' - 6"102' - 0 7/8"
102' - 0 7/8"
103' - 6"
103' - 6"102' - 0 7/8"
4' - 6"
TYP
5' - 0"
TYP
5' - 0" 3' - 0"
19' -
0"
26' -
0"
18' -
6"
145' - 0"
28' - 6" 35' - 6" 36' - 0" 45' - 0"
27' -
6"
65' -
0"
5' -
6"
98' -
0"
20' - 6" 7' - 0"
2' - 0"
33' - 6"
2' - 0"
34' - 0"
2' - 0"
25' - 0" 19' - 0"
BUILDINGCORNICE
3' - 0"
BUILDINGCORNICE
3' -
0"11' -
4"
11' -
4"
PRELIMIN
ARY
CURRENT AS O
F:
NAZIR K
HALFE
REGISTRATIO
N #250
00
NOT FOR CONSTRUCTIO
N, PERMIT,
OR REGULA
TORY APPROVAL
Cop
yrig
ht ©
201
5 P
OW
ER
S B
RO
WN
AR
CH
ITE
CTU
RE
this
dra
win
g an
d th
e ar
chite
ctur
al w
ork
depi
cted
ther
ein
are
the
sole
pro
perty
of P
ower
s B
row
n A
rchi
tect
ure.
No
porti
on o
f thi
s dr
awin
g m
ay b
e co
pied
with
out t
he e
xpre
ss w
ritte
n co
nsen
t of t
he A
rchi
tect
.
PROJECT NO:
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ocum
ents
\151
122_C
entr
al_
ban
an.r
vt
8/3
1/2
016 1
1:3
3:1
0 A
M
151122
JB
DR
SCOTT + REID
S+R FRANKLINGARAGE
A105
OVERALL TENTH TIERLEVEL PLAN
805 Franklin St.Houston Texas 77002
SCALE: 1/8" = 1'-0"
OVERALL TENTH TIER PLAN
11
DATE REVISION
2016-01-29 ISSUE FOR PRICING
2016-02-03 ISSUE FOR PERMIT
1 2016-03-31 ADDENDUM 1
A B C D E
01
02
03
04
28' - 6" 35' - 6" 36' - 0" 45' - 0"
145' - 0"
27' -
6"
65' -
0"
5' -
6"
98' -
0"
DOWN
PREFINISHED METALGUTTER ANDDOWNSPOUTS
PREFINISHED METALGUTTER ANDDOWNSPOUTS
PRE-CAST ROOF ROLLEDON WATERPROOFINGMEMBRANE
PRE-CAST ROOF ROLLEDON WATERPROOFINGMEMBRANE
113' - 4" 113' - 4"SLO
PE
1/2
" / 1
'-0"
SLO
PE
1/2
" / 1
'-0"
113' - 4" 113' - 4"
BUILDINGCORNICEBELOW
3' -
0"
3' - 0" 20' - 6" 3' - 0"
11' -
4"
3' -
0"
26' - 6"
14' -
4"
3' - 0" 19' - 0" 3' - 0"
25' - 0"
11' -
4"
3' -
0"
14' -
4"
3' - 0"
BUILDINGCORNICEBELOW
PRELIMIN
ARY
CURRENT AS O
F:
NAZIR K
HALFE
REGISTRATIO
N #250
00
NOT FOR CONSTRUCTIO
N, PERMIT,
OR REGULA
TORY APPROVAL
Cop
yrig
ht ©
201
5 P
OW
ER
S B
RO
WN
AR
CH
ITE
CTU
RE
this
dra
win
g an
d th
e ar
chite
ctur
al w
ork
depi
cted
ther
ein
are
the
sole
pro
perty
of P
ower
s B
row
n A
rchi
tect
ure.
No
porti
on o
f thi
s dr
awin
g m
ay b
e co
pied
with
out t
he e
xpre
ss w
ritte
n co
nsen
t of t
he A
rchi
tect
.
PROJECT NO:
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CHECKED BY:
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B
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C:\U
sers
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ocum
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\151
122_C
entr
al_
ban
an.r
vt
8/3
1/2
016 1
1:3
3:1
1 A
M
151122
JLS
JLS
SCOTT + REID
S+R FRANKLINGARAGE
A106
OVERALL ROOF PLAN
805 Franklin St.Houston Texas 77002
N
SCALE: 1/8" = 1'-0"
OVERALL ROOF PLAN
11
DATE REVISION
2016-01-29 ISSUE FOR PRICING
2016-02-03 ISSUE FOR PERMIT
1 2016-03-31 ADDENDUM 1
UP
CC
GROUND LEVEL0"
TIER 0111' - 3"
TIER 0221' - 6"
TIER 0331' - 9"
TIER 0442' - 0"
TIER 0552' - 3"
TIER 0662' - 6"
TIER 0772' - 9"
TIER 0883' - 0"
TIER 0993' - 3"
TIER 10103' - 6"
A1
A301
01 02 03 04
A1
A310
A1
A302
27' - 6" 65' - 0" 5' - 6"
9' -
10"
10' -
3"
10' -
3"
10' -
3"
10' -
3"
10' -
3"
10' -
3"
10' -
3"
10' -
3"
10' -
3"
11' -
3"
7' -
0"
UNDERGROUND-7' - 0"
98' - 0"
113'
- 4"
7' -
0"
(RO
)
15' -
4 7
/8"
CONCRETE ROOF CAPROLLED ONWATERPROOFINGMEMBRANE WITH BUILDINGCORNICE TOP
113' - 4"
SLOPE 1/2" / 1'-0"
ALUMINUM PANELBUILDING SIGNAGE TOBE BOLTED ONTO PRE-CAST CONCRETEPANEL
CLEAR ANODIZEDALUMINUM FRAME (TYP)
CLEAR ANODIZEDALUMINUM FIN
BUILDINGCORNICE 3'OVERHANG
2' - 0"
5' - 0"
20' -
6"
PA
RK
ING
A A
11' - 4" 3' - 0"
1' -
0" 1' -
0"
ALUMINUM CANOPY WITHTIE BACKS AND LIGHTINGBELOW; 5' OVERAHANG(TYP)
TYP
FIN
PA
NE
L
10' -
0"
ALU
MIN
UM
FIN
80' -
0"
1' -
7 7/
8"
1' -
0"
A
01 02 03 04
27' - 6" 65' - 0" 5' - 6"
EXITENTRANCE
105
ELEVATORLOBBY
106
STAIR 01
2' - 9"
R.O.
5' - 1"3' - 6"
R.O.
4' - 6"9' - 2"
R.O.
12' - 0"
2' - 6"R.O.
11' - 6"
2' - 6"R.O.
16' - 0"
2' - 0"R.O.
25' - 10"8"
A A
PRECAST CONCRETE
VENNER BRICK
CHAIN LINK METAL FENCE
CLEAR ANODIZED ALUMINUM
MATERIAL LEGEND
TEXTURED PAINT
5' -
0"
LENGTH VARIES
12' - 0"
EQ
EQ
3' - 4" 5' - 4" 3' - 4"
RECESSED CAN LIGHT
ALUMINUM SOFFIT
PRELIMIN
ARY
CURRENT AS O
F:
NAZIR K
HALFE
REGISTRATIO
N #250
00
NOT FOR CONSTRUCTIO
N, PERMIT,
OR REGULA
TORY APPROVAL
Cop
yrig
ht ©
201
5 P
OW
ER
S B
RO
WN
AR
CH
ITE
CTU
RE
this
dra
win
g an
d th
e ar
chite
ctur
al w
ork
depi
cted
ther
ein
are
the
sole
pro
perty
of P
ower
s B
row
n A
rchi
tect
ure.
No
porti
on o
f thi
s dr
awin
g m
ay b
e co
pied
with
out t
he e
xpre
ss w
ritte
n co
nsen
t of t
he A
rchi
tect
.
PROJECT NO:
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PROJECT TITLE
SHEET TITLE
SEAL
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B
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C:\U
sers
\banan\D
ocum
ents
\151
122_C
entr
al_
ban
an.r
vt
8/3
1/2
016 1
1:3
3:1
2 A
M
151122
JLS
JLS
SCOTT + REID
S+R FRANKLINGARAGE
A201
ENLARGED BUILDINGELEVATIONS, PLANS &
DETAILS
805 Franklin St.Houston Texas 77002
SCALE: 1/8" = 1'-0"
PARTIAL ENLARGED WEST ELEVATION
SCALE: 1/8" = 1'-0"
PARTIAL ENLARGED FLOOR PLAN - WEST
1
1
SCALE: 1/4" = 1'-0"
ENLARGED TYPICAL CANOPY REFLECTED CEILING PLANA1
DATE REVISION
2016-01-29 ISSUE FOR PRICING
2016-02-03 ISSUE FOR PERMIT
1 2016-03-31 ADDENDUM 1
UP
UP
UP
UP
GROUND LEVEL0"
TIER 0111' - 3"
TIER 0221' - 6"
TIER 0331' - 9"
TIER 0442' - 0"
TIER 0552' - 3"
TIER 0662' - 6"
TIER 0772' - 9"
TIER 0883' - 0"
TIER 0993' - 3"
TIER 10103' - 6"
A1
A303
A B C D E
A2
A310
A1
A304
28' - 6" 35' - 6" 36' - 0" 45' - 0"
UNDERGROUND-7' - 0"
145' - 0"
GALVANIZED STEEL GUARDRAILW/ VERTICAL PICKETS
METALFENCE (TYP)
VERTICAL ANDHORIZONTALBRACING, ASREQUIRED TOBE DESIGNEDANDENGINEEREDBY OTHERS -STRUCTURE TOSUPPORTSTAIRHANDRAILS(TYP)
HM DOOR ASSCHEDULED
HM DOOR ASSCHEDULED
TOP113' - 4"
9' -
10"
10' -
3"
10' -
3"
10' -
3"
10' -
3"
10' -
3"
10' -
3"
10' -
3"
10' -
3"
10' -
3"
11' -
3"
7' -
0"
CLEAR ANODIZEDALUMINUMFRAME
ALUMINUMCANOPYBEYOND
BUILDINGCORNICE
BUILDINGCORNICEBEYOND
CLEAR ANODIZEDALUMINUM FINSYSTEM (TYP)
3' - 0"20' - 6"3' - 0"
1' -
0"
3' - 0" 19' - 0" 3' - 0"
BUILDINGSIGNAGE
B C D E
1' -
0"
A202
A1
3' - 0"
BUILDING CORNICE3' OVERHANG1'
- 0"
1' - 0"
ALUMINUM CANOPY WITH TIEBACKS AND LIGHTINGBELOW; 5' OVERHANG (TYP)
B1
A202
ALUMINUM FINBEYOND
FIN UPLIGHTING(TYP)
PAINTEDGRAPHIC ONCHAIN LINKFENCE (TYP)
TYP
FIN
SE
GM
EN
T
10' -
0"
ALU
MIN
UM
FIN
80' -
0"
A B C D E
03
04
20' - 6" 8' - 0" 35' - 6" 36' - 0" 26' - 0" 5' - 6" 8' - 0" 5' - 6"
102A
102
TRANSFORMERVAULT106
STAIR 01
105
ELEVATORLOBBY
104-2' - 0"
-2' - 0 3/8"1" / 1'-0"[No Slope]1" / 1'-0"[No Slope]
101
GARAGE
1' -
6"
4' - 4 3/4"(RO)
3' - 0"
102C
R.O.
5' - 6" 5' - 0"
R.O.
12' - 9" 5' - 0"
R.O.
12' - 9" 29' - 10"
R.O.
7' - 2"
11' -
4"
3' -
6"5'
- 1"
2' -
9"
104
FIRE PUMPROOM
B C D E
PRECAST CONCRETE
VENNER BRICK
CHAIN LINK METAL FENCE
CLEAR ANODIZED ALUMINUM
MATERIAL LEGEND
TEXTURED PAINT
A
(TYP)
2"
(TYP)2"
PRE-CAST CONCRETEPANEL
GALVANIZED CHAINLINK FENCE
GALVANIZED BRACINGFOR FENCE TO BEBOLTED INTOSTRUCTURE TO BEENGINEERED ANDDESINGED BY OTHERS
STEEL CHANNELBOLTEDSTRUCTUREAND TOPRECASTBELOW
PRECASTSPANDRELBELOW
ALUMINUM FIN
BACKER RODAND SEALANT(TYP)
ALUMINUMCOVER ATOPENINGS ONLY
4"
1' -
4 7/
8"
7 1/2"
PRELIMIN
ARY
CURRENT AS O
F:
NAZIR K
HALFE
REGISTRATIO
N #250
00
NOT FOR CONSTRUCTIO
N, PERMIT,
OR REGULA
TORY APPROVAL
Cop
yrig
ht ©
201
5 P
OW
ER
S B
RO
WN
AR
CH
ITE
CTU
RE
this
dra
win
g an
d th
e ar
chite
ctur
al w
ork
depi
cted
ther
ein
are
the
sole
pro
perty
of P
ower
s B
row
n A
rchi
tect
ure.
No
porti
on o
f thi
s dr
awin
g m
ay b
e co
pied
with
out t
he e
xpre
ss w
ritte
n co
nsen
t of t
he A
rchi
tect
.
PROJECT NO:
DRAWN BY:
CHECKED BY:
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GENERAL NOTES
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B
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C:\U
sers
\banan\D
ocum
ents
\151
122_C
entr
al_
ban
an.r
vt
8/3
1/2
016 1
2:2
0:5
2 P
M
151122
Author
JLS
SCOTT + REID
S+R FRANKLINGARAGE
A202
ENLARGED BUILDINGELEVATIONS, PLANS &
DETAILS
805 Franklin St.Houston Texas 77002
SCALE: 1/8" = 1'-0"
PARTIAL ENLARGED SOUTH ELEVATION
SCALE: 1/8" = 1'-0"
PARTIAL ENLARGED FLOOR PLAN - SOUTH
1
1
1
1
SCALE: 1 1/2" = 1'-0"
ENLARGED CHAIN LINK DETAILA1
SCALE: 1 1/2" = 1'-0"
ENLARGED FIN AT SPANDREL OPENING DETAILB1
DATE REVISION
2016-01-29 ISSUE FOR PRICING
2016-02-03 ISSUE FOR PERMIT
1 2016-03-31 ADDENDUM 1
UP
GROUND LEVEL0"
TIER 0111' - 3"
TIER 0221' - 6"
TIER 0331' - 9"
TIER 0442' - 0"
TIER 0552' - 3"
TIER 0662' - 6"
TIER 0772' - 9"
TIER 0883' - 0"
TIER 0993' - 3"
TIER 10103' - 6"
A1
A301
01020304
A1
A302
A3
A310
5' - 6" 65' - 0" 27' - 6"
98' - 0"
TOP113' - 4"
2 HR PRE-CAST WALL FIRECAULK BOTH SIDES
113'
- 4"
BUILDINGCORNICE
3 HR RATED H.M. DOORPAINTED (TYP)
3' - 0" 11' - 4"
1' -
0"
E
01020304
27' - 6"65' - 0"5' - 6"
102
TRANSFORMERVAULT
102A
6' - 8" 3' - 0" 20' - 0" 3' - 0" 10' - 4 3/4"2' - 0"
24' - 5 1/4" 1' - 0" 1' - 0"
25' - 3"
102C 102D
PRECAST CONCRETE
VENNER BRICK
CHAIN LINK METAL FENCE
CLEAR ANODIZED ALUMINUM
MATERIAL LEGEND
TEXTURED PAINT
PRELIMIN
ARY
CURRENT AS O
F:
NAZIR K
HALFE
REGISTRATIO
N #250
00
NOT FOR CONSTRUCTIO
N, PERMIT,
OR REGULA
TORY APPROVAL
Cop
yrig
ht ©
201
5 P
OW
ER
S B
RO
WN
AR
CH
ITE
CTU
RE
this
dra
win
g an
d th
e ar
chite
ctur
al w
ork
depi
cted
ther
ein
are
the
sole
pro
perty
of P
ower
s B
row
n A
rchi
tect
ure.
No
porti
on o
f thi
s dr
awin
g m
ay b
e co
pied
with
out t
he e
xpre
ss w
ritte
n co
nsen
t of t
he A
rchi
tect
.
PROJECT NO:
DRAWN BY:
CHECKED BY:
A PROJECT FOR
1314 Texas Ave., 2nd FloorHouston, Texas 77002713.224.0456713.224.0457 faxwww.powersbrown.com
SHEET NUMBER
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1 2 3 4
GENERAL NOTES
PROJECT TITLE
SHEET TITLE
SEAL
1 2 3 4
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B
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C:\U
sers
\banan\D
ocum
ents
\151
122_C
entr
al_
ban
an.r
vt
8/3
1/2
016 1
1:3
3:1
7 A
M
151122
JLS
JLS
SCOTT + REID
S+R FRANKLINGARAGE
A203
ENLARGED BUILDINGELEVATIONS, PLANS &
DETAILS
805 Franklin St.Houston Texas 77002
SCALE: 1/8" = 1'-0"
PARTIAL ENLARGED EAST ELEVATION
SCALE: 1/8" = 1'-0"
PARTIAL ENLARGED FLOOR PLAN - EAST
1
1
1
DATE REVISION
2016-01-29 ISSUE FOR PRICING
2016-02-03 ISSUE FOR PERMIT
1 2016-03-31 ADDENDUM 1
GROUND LEVEL0"
TIER 0111' - 3"
TIER 0221' - 6"
TIER 0331' - 9"
TIER 0442' - 0"
TIER 0552' - 3"
TIER 0662' - 6"
TIER 0772' - 9"
TIER 0883' - 0"
TIER 0993' - 3"
TIER 10103' - 6"
A1
A303
ABCDE A1
A304
A4
A310
UNDERGROUND-7' - 0"
7' -
0"11
' - 3
"10
' - 3
"10
' - 3
"10
' - 3
"10
' - 3
"10
' - 3
"10
' - 3
"10
' - 3
"10
' - 3
"10
' - 3
"
28' - 6"35' - 6"36' - 0"45' - 0"
145' - 0"
96' -
0"
TOP113' - 4"
2 HR PRE-CAST WALLFIRE CAULK BOTH SIDES
ALUMINUM CANOPYBEYOND
3' - 0"
1' -
0"
BUILDINGCORNICE
5' - 0"
ABCDE
01
28' - 6"35' - 6"36' - 0"45' - 0"
PRECAST CONCRETE
VENNER BRICK
CHAIN LINK METAL FENCE
CLEAR ANODIZED ALUMINUM
MATERIAL LEGEND
TEXTURED PAINT
PRELIMIN
ARY
CURRENT AS O
F:
NAZIR K
HALFE
REGISTRATIO
N #250
00
NOT FOR CONSTRUCTIO
N, PERMIT,
OR REGULA
TORY APPROVAL
Cop
yrig
ht ©
201
5 P
OW
ER
S B
RO
WN
AR
CH
ITE
CTU
RE
this
dra
win
g an
d th
e ar
chite
ctur
al w
ork
depi
cted
ther
ein
are
the
sole
pro
perty
of P
ower
s B
row
n A
rchi
tect
ure.
No
porti
on o
f thi
s dr
awin
g m
ay b
e co
pied
with
out t
he e
xpre
ss w
ritte
n co
nsen
t of t
he A
rchi
tect
.
PROJECT NO:
DRAWN BY:
CHECKED BY:
A PROJECT FOR
1314 Texas Ave., 2nd FloorHouston, Texas 77002713.224.0456713.224.0457 faxwww.powersbrown.com
SHEET NUMBER
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D
1 2 3 4
GENERAL NOTES
PROJECT TITLE
SHEET TITLE
SEAL
1 2 3 4
A
B
C
D
C:\U
sers
\banan\D
ocum
ents
\151
122_C
entr
al_
ban
an.r
vt
8/3
1/2
016 1
1:3
3:1
7 A
M
151122
JLS
JLS
SCOTT + REID
S+R FRANKLINGARAGE
A204
ENLARGED BUILDINGELEVATIONS, PLANS &
DETAILS
805 Franklin St.Houston Texas 77002
SCALE: 1/8" = 1'-0"
PARTIAL ENLARGED NORTH ELEVATION
SCALE: 1/8" = 1'-0"
PARTIAL ENLARGED FLOOR PLAN - NORTH
1
1
DATE REVISION
2016-01-29 ISSUE FOR PRICING
2016-02-03 ISSUE FOR PERMIT
1 2016-03-31 ADDENDUM 1
A 18' - 4"
9' -
2"
3' - 11 1/2"
CLR
4' - 9" 11"
CLR
4' - 9" 3' - 11 1/2"
A3
A430
INFILL OPENING WITH CMU FOR2HR MAINTAINED FIRE BARRIERINTO ELEVATOR SHAFT
2J8A
8" PRECASTCONCRETEPANEL (TYP)
CLR
7' -
10"
CLR
17' - 0"
A18' - 4"
18' - 4"
18' - 4"
CLR
7' -
10"
CLR
17' - 0"
A3
A430
INFILL OPENING WITH CMU FOR2HR MAINTAINED FIRE BARRIERINTO ELEVATOR SHAFT
8" PRECASTCONCRETEPANEL (TYP)
3' - 11 1/2"
CLR
4' - 9" 11"
CLR
4' - 9" 3' - 11 1/2"
2J8A
GROUND LEVEL0"
TIER 0111' - 3"
TIER 0883' - 0"
TIER 0993' - 3"
TIER 10103' - 6"
UNDERGROUND-7' - 0"
2' -
0"
DO
OR
OP
EN
ING
8' -
3"8'
- 8
1/8"
DO
OR
OP
EN
ING
8' -
3"1'
- 5
1/8"
8' -
9 7/
8"1'
- 5
1/8"
5' -
5"
UNDERSLABCONTINUOUSVAPOR BARRIER
NOTE: PROVIDEGALVANIZED STEELPIT LADDER & LIGHTPERMANUFACTURERS'RECOMMENDATIONSEVERY 12" MAX (W/SLIP RESISTANCECOATING) 3/8 STEELGALVANIZED RAILSMOUNTED TO SHAFTWALL W6" X 3" X 3"3/8" GALVANIZEDSTEEL CLIP ANGLES- HOLD FACE OFRAILS 7" OFF OFSHAFT WALLCOORDINATE FINALWITH ELEVATORMANUFACTURER.
CONCRETESLAB ONGRADE
UNDER PITBLINDSIDEMEMBRANE,GRACE PREPRUFE
5' -
5"
5' -
7"
MIN
IMU
M O
VE
RR
UN
15' -
5"
DOUBLE TEE
12' -
5"
2' -
0"
DO
OR
OP
EN
ING
8' -
3"
A
CLR
17' - 0"
CLR
7' -
10"
ELEVATOR PIT LADDER
SUMP PUMP PROVIDEDBY OTHERS
-12' - 5"
18' - 4"
9' -
2"
INFILL OPENING WITH CMU FOR2HR MAINTAINED FIRE BARRIERINTO ELEVATOR SHAFT
8" PRECASTCONCRETEPANEL (TYP)
2J8A
3' - 11 1/2" 4' - 9" 11" 4' - 9" 3' - 3 1/2"
B
03
CLR
7' - 0" 1' - 0"
9"
CLR
4' -
5"
2J8A
2J8A
TRANSFORMER
REGISTER BOXCONTROLLER
ALIGN
801
801
ELEVATORCONTROL
ROOM
PRELIMIN
ARY
CURRENT AS O
F:
NAZIR K
HALFE
REGISTRATIO
N #250
00
NOT FOR CONSTRUCTIO
N, PERMIT,
OR REGULA
TORY APPROVAL
Cop
yrig
ht ©
201
5 P
OW
ER
S B
RO
WN
AR
CH
ITE
CTU
RE
this
dra
win
g an
d th
e ar
chite
ctur
al w
ork
depi
cted
ther
ein
are
the
sole
pro
perty
of P
ower
s B
row
n A
rchi
tect
ure.
No
porti
on o
f thi
s dr
awin
g m
ay b
e co
pied
with
out t
he e
xpre
ss w
ritte
n co
nsen
t of t
he A
rchi
tect
.
PROJECT NO:
DRAWN BY:
CHECKED BY:
A PROJECT FOR
1314 Texas Ave., 2nd FloorHouston, Texas 77002713.224.0456713.224.0457 faxwww.powersbrown.com
SHEET NUMBER
A
B
C
D
1 2 3 4
GENERAL NOTES
PROJECT TITLE
SHEET TITLE
SEAL
1 2 3 4
A
B
C
D
C:\U
sers
\banan\D
ocum
ents
\151
122_C
entr
al_
ban
an.r
vt
8/3
1/2
016 1
1:3
3:1
8 A
M
151122
JLS
JLS
SCOTT + REID
S+R FRANKLINGARAGE
A430
ELEVATOR PLANS,SECTIONS AND DETAILS
805 Franklin St.Houston Texas 77002
SCALE: 1/4" = 1'-0"
ENLARGED ELEVATOR AT GROUND LEVEL PLANA4
SCALE: 1/4" = 1'-0"
ENLARGED ELEVATOR AT TYPICAL TIER LEVEL PLANB4
SCALE: 1/4" = 1'-0"
SECTION AT ELEVATORA3
SCALE: 1/4" = 1'-0"
ENLARGED ELEVATOR PITC4
SCALE: 1/4" = 1'-0"
ENLARGED ELEVATOR CONTROL ROOMD4
1
DATE REVISION
2016-01-29 ISSUE FOR PRICING
2016-02-03 ISSUE FOR PERMIT
1 2016-03-31 ADDENDUM 1
UP
UP
UP
UP
GROUND LEVEL0"
TIER 0111' - 3"
TIER 0221' - 6"
TIER 0993' - 3"
TIER 10103' - 6"
A
UNDERGROUND-7' - 0"
A3
A430
1' -
5 1/
8"
9 E
Q R
ISE
RS
5' -
1 1/
2"
9 E
Q R
ISE
RS
5' -
1 1/
2"
11 E
Q R
ISE
RS
6' -
4 1/
4"
9 E
Q R
ISE
RS
5' -
2 5/
8"
9 E
Q R
ISE
RS
5' -
3"
9 E
Q R
ISE
RS
5' -
1 1/
2"
9 E
Q R
ISE
RS
5' -
1 1/
2"
9 E
Q R
ISE
RS
5' -
1 1/
2"
CONTINUOUSGALVANIZED STEELHANDRAIL
CONTINUOUSGALVANIZED STEELGUARDRAIL WITHVERTICAL PICKETING
PRE-CAST CONCRETESTAIRS AND LANDING
7' - 2"
GALVINZED RAILBELOW STAIR FORCANE DETECTION
8 TREADS @ 12"
8' - 0"
4' - 0"
5' - 2"
PRE-CAST PANELGUARD RAIL
7' - 2"
TOP113' - 4"
A
03
04
A2
A431
8" 4" 6' - 10"
8 TREADS @ 12"
8' - 0" 4' - 0" 8"CLR
19' - 2"
CLR
4' -
0"8"
CLR
4' -
0"
7' - 2"
8 TREADS @ 12"
8' - 0" 4' - 0"
GUARDRAILFOR CANEDETECTION
A
03
04
A2
A431
CLR
4' -
0"8"
CLR
4' -
0"3"
8' -
11"
CLR
19' - 2"
7' - 2"
8 TREADS @ 12"
8' - 0" 4' - 0"
CHAINLINK GUARDRAILDESIGNED ANDENGINEERED BY OTHERS
5' - 2"
10 TREADS @ 12"
10' - 0" 4' - 0"
PRECASTGUARDRAILAT 3'-6"
A603
2
A
03
04
A2
A431
8" 4" 6' - 10"
8 TREADS @ 12"
8' - 0" 4' - 0"
3"
CLR
4' -
0"8"
CLR
4' -
0"
CLR
19' - 2"
CHAINLINK GUARDRAILDESIGNED ANDENGINEERED BY OTHERS
8' -
11"
A
03
04
A2
A431
4" 6' - 10"
8 TREADS @ 12"
8' - 0" 4' - 0" 8"
CLR
4' -
0"8"
CLR
4' -
0"
8"
CLR
19' - 2"
PRECASTGUARDRAILAT 3'-6"
CHAINLINK GUARDRAILDESIGNED ANDENGINEERED BY OTHERS
7' - 2"
8 TREADS @ 12"
8' - 0" 4' - 0"
A
03
04
A2
A431
8"
CLR
19' - 2" 8"
7' - 2"
8 TREADS @ 12"
8' - 0" 4' - 0"
3"
CLR
4' -
0"8"
CLR
4' -
0"
CONTINUOUSGALVANIZEDSTEEL HANDRAIL
CHAINLINK GUARDRAILDESIGNED ANDENGINEERED BY OTHERS
4"6' - 10"
8 TREADS @ 12"
8' - 0" 3' - 8"4"
PRECASTGUARDRAILAT 3'-6"
8' -
11"
1'-0" AT TOP OF STAIR
1'-11" AT BOTTOM OF STAIR
SCHEDULEDPARTITION
1 1/2" DIA STEEL HANDRAIL- PAINTED
LINE OF STAIR NOSINGBELOW
1 1/
2"1
1/2"
RETURN HANDRAILTO WITHIN 1/4" OFWALL
1 1/2" DIA STEEL PIPEHANDRAIL - GALVANIZED(TYP)
STEEL WALLBRACKET -GALVANIZED (TYP)
SCHEDULEDPARTITION
1 1/2" 1 1/2"
PRECAST STAIRTREAD / RISE
1 1/2" DIA GUARDRAILPOST - GALVANIZED(TYP)
3/4" DIA VERTICAL STEELPICKET - 4" O.C. MAX -GALVANIZED (TYP)
11"
1' - 0"
1"
4" M
IN
7" M
AX
ø 6"
ø 4"
NOTES:
A. LOADS ON HANDRAIL AND GUARDRAIL SYSTEMS:ALL HANDRAIL AND GUARDRAIL SYSTEMS SHALLBE DESIGNED TO RESIST A SINGLECONCENTRATED LOAD OF 200 LB (0.89 KN)APPLIED IN ANY DIRECTION AT ANY POINT ONTHE HANDRAIL OR TOP RAIL AND TO TRANSFERTHIS LOAD THROUGH THE SUPPORTS TO THESTRUCTURE TO PRODUCE THE MAXIMUM LOADEFFECT ON THE ELEMENT BEING CONSIDERED.FURTHER, ALL HANDRAIL AND GUARDRAILSYSTEMS SHALL BE DESIGNED TO RESIST A LOADOF 50 LB/FT (POUND-FORCE PER LINEAR FOOT)(0.73 KN/M) APPLIED IN ANY DIRECTION ALONGTHE HANDRAIL OR TOP RAIL. THIS LOAD NEEDNOT BE ASSUMED TO ACT CONCURRENTLY WITHTHE LOAD SPECIFIED IN THE PRECEDINGPARAGRAPH, AND THIS LOAD NEED NOT BECONSIDERED FOR THE FOLLOWINGOCCUPANCIES: 1. ONE- AND TWO-FAMILYDWELLINGS. 2. FACTORY, INDUSTRIAL, ANDSTORAGE OCCUPANCIES, IN AREAS THAT ARENOT ACCESSIBLE TO THE PUBLIC AND THATSERVE AN OCCUPANT LOAD NOT GREATER THAN50. INTERMEDIATE RAILS (ALL THOSE EXCEPTTHE HANDRAIL), AND PANEL FI LLERS SHALL BEDESIGNED TO WITHSTAND A HORIZONTALLYAPPLIED NORMAL LOAD OF 50 LB (0.22 KN) ON ANAREA NOT TO EXCEED 12 IN. BY 12 IN. (305 MM BY305 MM) INCLUDING OPENINGS AND SPACEBETWEEN RAILS AND LOCATED SO AS TOPRODUCE THE MAXIMUM LOAD EFFECTS.REACTIONS DUE TO THIS LOADING ARE NOTREQUIRED TO BE SUPERIMPOSED WITH THELOADS SPECIFIED IN EITHER PRECEDINGPARAGRAPH.
PRELIMIN
ARY
CURRENT AS O
F:
NAZIR K
HALFE
REGISTRATIO
N #250
00
NOT FOR CONSTRUCTIO
N, PERMIT,
OR REGULA
TORY APPROVAL
Cop
yrig
ht ©
201
5 P
OW
ER
S B
RO
WN
AR
CH
ITE
CTU
RE
this
dra
win
g an
d th
e ar
chite
ctur
al w
ork
depi
cted
ther
ein
are
the
sole
pro
perty
of P
ower
s B
row
n A
rchi
tect
ure.
No
porti
on o
f thi
s dr
awin
g m
ay b
e co
pied
with
out t
he e
xpre
ss w
ritte
n co
nsen
t of t
he A
rchi
tect
.
PROJECT NO:
DRAWN BY:
CHECKED BY:
A PROJECT FOR
1314 Texas Ave., 2nd FloorHouston, Texas 77002713.224.0456713.224.0457 faxwww.powersbrown.com
SHEET NUMBER
A
B
C
D
1 2 3 4
GENERAL NOTES
PROJECT TITLE
SHEET TITLE
SEAL
1 2 3 4
A
B
C
D
C:\U
sers
\banan\D
ocum
ents
\151
122_C
entr
al_
ban
an.r
vt
8/3
1/2
016 1
1:3
3:2
0 A
M
151122
JLS, JB
DR
SCOTT + REID
S+R FRANKLINGARAGE
A431
STAIR 1 PLANS,SECTIONS AND DETAILS
805 Franklin St.Houston Texas 77002
SCALE: 1/4" = 1'-0"
SECTION - STAIR 1A2 SCALE: 1/4" = 1'-0"
ENLARGED STAIR 1 GROUND LEVEL PLANA4
SCALE: 1/4" = 1'-0"
ENLARGED STAIR 1 FIRST TIER LEVEL PLANB4
SCALE: 1/4" = 1'-0"
ENLARGED STAIR 1 AT TYPICAL TIER LEVEL PLANA3
SCALE: 1/4" = 1'-0"
ENLARGED STAIR 1 AT SECOND TIER LEVEL PLANC4
SCALE: 1/4" = 1'-0"
ENLARGED STAIR 1 AT TENTH TIER LEVEL PLANB3
SCALE: 3" = 1'-0"
ENLARGED PLAN AT HANDRAIL1D4SCALE: 3" = 1'-0"
SECTION THROUGH HANDRAIL @ PARTITION1D2
SCALE: 1 1/2" = 1'-0"
TREAD / RISE @ PRESCAST STAIRC3
1
DATE REVISION
2016-01-29 ISSUE FOR PRICING
2016-02-03 ISSUE FOR PERMIT
1 2016-03-31 ADDENDUM 1
E
A3
A432CLR
4' -
0"8"
CLR
4' -
0"
8" 17' - 8" 8"
10 TREADS @ 12"
10' - 0" 4' - 0"
2' - 4"
R.O
.
8' -
8 3/
4"
GUARDRAIL PERT.A.S .CANEDETECTION
UP
E
A3
A432
3"8'
- 8"
CLR
4' -
0"8"
4' -
0"
10 TREADS @ 12"
10' - 0" 4' - 0" 8"
8 TREADS @ 12"
8' - 0" 4' - 0" 8"
DOWN
UP
R.O
.
8' -
8 3/
4"
E
A3
A432CLR
4' -
0"8"
CLR
4' -
0"
5' - 8"
8 TREADS @ 12"
8' - 0" 4' - 0" 8"
R.O
.
8' -
8 3/
4"
8' -
8"3"
DOWN
GROUND LEVEL0"
TIER 0111' - 3"
TIER 0221' - 6"
E
UNDERGROUND-7' - 0"
11 E
Q R
ISE
RS
6' -
3 1/
2"
11 E
Q R
ISE
RS
6' -
3 1/
2"
9 E
Q R
ISE
RS
5' -
1 1/
2"
9 E
Q R
ISE
RS
5' -
1 1/
2"3'
- 6"
CONTINUOUSGALVANIZED STEELHANDRAIL
PRE-CAST GUARDRAIL
PRE-CAST CONCRETESTAIRS AND LANDINGBEYOND
UNDERSLAB CONTINOUSVAPER BARRIER
4' - 0"
4' - 0"
PRE-CAST CONCRETESTAIRS AND LANDING
PRECAST CONCRETEPANEL
MA
X
4"
MIN
3' -
6"
2' -
10" M
IN T
O 3
'- 0
" MA
X
1 1/2" DIA STEELGUARDRAIL -GALVANIZED (TYP)
1 1/2" DIA STEELHANDRAIL -GALVANIZED (TYP)
3/4" DIA STEELPICKET -GALVANIZED(TYP)
1 1/2" DIA STEELPIPERAIL -GALVANIZED (TYP)
1 1/2"
GROUND LEVEL0"
03
UNDERSLABCONTINUOUSVAPER BARRIER
7 E
Q R
ISE
RS
3' -
6"
104
FIRE PUMPROOM
6"1'
- 0"
BASE FLOODELEVATION 35.5'
STEEL HANDRAILSAND GUARDRAIL
03
B1
A432
CLR
3' - 8"
104
6 TR
EA
DS
@ 1
2"
6' -
0"
LAN
DIN
G
3' -
0"2J8A
UP
A603
5
PRELIMIN
ARY
CURRENT AS O
F:
NAZIR K
HALFE
REGISTRATIO
N #250
00
NOT FOR CONSTRUCTIO
N, PERMIT,
OR REGULA
TORY APPROVAL
Cop
yrig
ht ©
201
5 P
OW
ER
S B
RO
WN
AR
CH
ITE
CTU
RE
this
dra
win
g an
d th
e ar
chite
ctur
al w
ork
depi
cted
ther
ein
are
the
sole
pro
perty
of P
ower
s B
row
n A
rchi
tect
ure.
No
porti
on o
f thi
s dr
awin
g m
ay b
e co
pied
with
out t
he e
xpre
ss w
ritte
n co
nsen
t of t
he A
rchi
tect
.
PROJECT NO:
DRAWN BY:
CHECKED BY:
A PROJECT FOR
1314 Texas Ave., 2nd FloorHouston, Texas 77002713.224.0456713.224.0457 faxwww.powersbrown.com
SHEET NUMBER
A
B
C
D
1 2 3 4
GENERAL NOTES
PROJECT TITLE
SHEET TITLE
SEAL
1 2 3 4
A
B
C
D
C:\U
sers
\banan\D
ocum
ents
\151
122_C
entr
al_
ban
an.r
vt
8/3
1/2
016 1
1:3
3:2
2 A
M
151122
JB
DR
SCOTT + REID
S+R FRANKLINGARAGE
A432
STAIR 2,4, AND 5 PLANS,SECTIONS AND DETAILS
805 Franklin St.Houston Texas 77002
SCALE: 1/4" = 1'-0"
ENLARGED STAIR 2 AT GROUND LEVEL PLANA4
SCALE: 1/4" = 1'-0"
ENLARGED STAIR 2 AT FIRST TIER LEVEL PLANB4
SCALE: 1/4" = 1'-0"
ENLARGED STAIR 2 AT SECOND TIER LEVEL PLANC4
SCALE: 1/4" = 1'-0"
SECTION - STAIR 2A3
SCALE: 1 1/2" = 1'-0"
SECTION THROUGH GUARDRAIL / HANDRAILC2
SCALE: 1/4" = 1'-0"
SECTION - STAIR 5B1
SCALE: 1/4" = 1'-0"
ENLARGED STAIR 5 AT GROUND LEVEL PLANA1
1
1
DATE REVISION
2016-01-29 ISSUE FOR PRICING
2016-02-03 ISSUE FOR PERMIT
1 2016-03-31 ADDENDUM 1
E
03
04
A1
A433
8"
CLR
17' - 8" 8"
5' - 8"
8 TREADS @ 12"
8' - 0" 4' - 0"
CLR
4' -
0"8"
CLR
4' -
0"
17' - 8"
UP
CHAINLINK GUARDRAILDESIGNED ANDENGINEERED BY OTHERS
E
03
04
A1
A433
CLR
4' -
0"8"
CLR
4' -
0"
4" 5' - 4"
8 TREADS @ 12"
8' - 0" 4' - 0"
5' - 8"
8 TREADS @ 12"
8' - 0" 4' - 0"
CLR
17' - 8"
UP
DOWN
CHAINLINK GUARDRAIL DESIGNEDAND ENGINEERED BY OTHERS
TIER 0221' - 6"
TIER 0331' - 9"
TIER 0442' - 0"
TIER 0552' - 3"
TIER 0883' - 0"
TIER 0993' - 3"
TIER 10103' - 6"
E
9 E
Q R
ISE
RS
5' -
1 1/
2"
9 E
Q R
ISE
RS
5' -
1 1/
2"
9 E
Q R
ISE
RS
5' -
1 1/
2"
9 E
Q R
ISE
RS
5' -
1 1/
2"
9 E
Q R
ISE
RS
5' -
1 1/
2"
9 E
Q R
ISE
RS
5' -
1 1/
2"3'
- 6"
9 E
Q R
ISE
RS
5' -
1 1/
2"
9 E
Q R
ISE
RS
5' -
1 1/
2"
9 E
Q R
ISE
RS
5' -
1 1/
2"
9 E
Q R
ISE
RS
5' -
1 1/
2"
9 E
Q R
ISE
RS
5' -
1 1/
2"
CONTINUOUSGALVANIZED STEELHANDRAIL
CONTINUOUSGALVANIZEDSTEELGUARDRAILWITH VERTICALPICKETING
PRE-CAST CONCRETESTAIRS AND LANDING
TOP113' - 4"
PRE-CAST CONCRETESTAIRS AND LANDINGBEYOND
PRE-CAST CONCRETEPANEL
PRE-CAST CONCRETEGUARDRAIL AT 3'-6"(TYP)
E
03
04
A1
A433
CLR
4' -
0"8"
CLR
4' -
0"
5' - 8"
8 TREADS @ 12"
8' - 0" 4' - 0"
8' -
8"
CLR
17' - 8"
4" 5' - 4"
8 TREADS @ 12"
8' - 0" 4' - 0"
DOWN
CONCRETE PRE-CASTGUARDRAIL AT 3'-6"(TYP)
CHAINLINK GUARDRAIL DESIGNEDAND ENGINEERED BY OTHERS
NOTES:
A. LOADS ON HANDRAIL AND GUARDRAIL SYSTEMS:ALL HANDRAIL AND GUARDRAIL SYSTEMS SHALLBE DESIGNED TO RESIST A SINGLECONCENTRATED LOAD OF 200 LB (0.89 KN)APPLIED IN ANY DIRECTION AT ANY POINT ONTHE HANDRAIL OR TOP RAIL AND TO TRANSFERTHIS LOAD THROUGH THE SUPPORTS TO THESTRUCTURE TO PRODUCE THE MAXIMUM LOADEFFECT ON THE ELEMENT BEING CONSIDERED.FURTHER, ALL HANDRAIL AND GUARDRAILSYSTEMS SHALL BE DESIGNED TO RESIST A LOADOF 50 LB/FT (POUND-FORCE PER LINEAR FOOT)(0.73 KN/M) APPLIED IN ANY DIRECTION ALONGTHE HANDRAIL OR TOP RAIL. THIS LOAD NEEDNOT BE ASSUMED TO ACT CONCURRENTLY WITHTHE LOAD SPECIFIED IN THE PRECEDINGPARAGRAPH, AND THIS LOAD NEED NOT BECONSIDERED FOR THE FOLLOWINGOCCUPANCIES: 1. ONE- AND TWO-FAMILYDWELLINGS. 2. FACTORY, INDUSTRIAL, ANDSTORAGE OCCUPANCIES, IN AREAS THAT ARENOT ACCESSIBLE TO THE PUBLIC AND THATSERVE AN OCCUPANT LOAD NOT GREATER THAN50. INTERMEDIATE RAILS (ALL THOSE EXCEPTTHE HANDRAIL), AND PANEL FI LLERS SHALL BEDESIGNED TO WITHSTAND A HORIZONTALLYAPPLIED NORMAL LOAD OF 50 LB (0.22 KN) ON ANAREA NOT TO EXCEED 12 IN. BY 12 IN. (305 MM BY305 MM) INCLUDING OPENINGS AND SPACEBETWEEN RAILS AND LOCATED SO AS TOPRODUCE THE MAXIMUM LOAD EFFECTS.REACTIONS DUE TO THIS LOADING ARE NOTREQUIRED TO BE SUPERIMPOSED WITH THELOADS SPECIFIED IN EITHER PRECEDINGPARAGRAPH.
PRELIMIN
ARY
CURRENT AS O
F:
NAZIR K
HALFE
REGISTRATIO
N #250
00
NOT FOR CONSTRUCTIO
N, PERMIT,
OR REGULA
TORY APPROVAL
Cop
yrig
ht ©
201
5 P
OW
ER
S B
RO
WN
AR
CH
ITE
CTU
RE
this
dra
win
g an
d th
e ar
chite
ctur
al w
ork
depi
cted
ther
ein
are
the
sole
pro
perty
of P
ower
s B
row
n A
rchi
tect
ure.
No
porti
on o
f thi
s dr
awin
g m
ay b
e co
pied
with
out t
he e
xpre
ss w
ritte
n co
nsen
t of t
he A
rchi
tect
.
PROJECT NO:
DRAWN BY:
CHECKED BY:
A PROJECT FOR
1314 Texas Ave., 2nd FloorHouston, Texas 77002713.224.0456713.224.0457 faxwww.powersbrown.com
SHEET NUMBER
A
B
C
D
1 2 3 4
GENERAL NOTES
PROJECT TITLE
SHEET TITLE
SEAL
1 2 3 4
A
B
C
D
C:\U
sers
\banan\D
ocum
ents
\151
122_C
entr
al_
ban
an.r
vt
8/3
1/2
016 1
1:3
3:2
3 A
M
151122
JB
DR
SCOTT + REID
S+R FRANKLINGARAGE
A433
STAIR 3 PLANS,SECTIONS AND DETAILS
805 Franklin St.Houston Texas 77002
SCALE: 1/4" = 1'-0"
ENLARGED STAIR 3 AT SECOND TIER LEVEL PLANA4
SCALE: 1/4" = 1'-0"
ENLARGED STAIR 3 AT TYPICAL TIER LEVEL PLANB4
SCALE: 1/4" = 1'-0"
SECTION - STAIR 3A1
SCALE: 1/4" = 1'-0"
ENLARGED STAIR 3 AT TENTH TIER LEVEL PLANC4
1
DATE REVISION
2016-01-29 ISSUE FOR PRICING
2016-02-03 ISSUE FOR PERMIT
1 2016-03-31 ADDENDUM 1
TYPE "A" TYPE "B"
TYPE "D"TYPE "C"
VERIFY SIZE ANDLOCATION OFWINDOW WITHARCHITECT
TYPE "E"
PRELIMIN
ARY
CURRENT AS O
F:
JOE D
. POW
ERS
REGISTRATIO
N #103
98
NOT FOR CONSTRUCTIO
N, PERMIT,
OR REGULA
TORY APPROVAL
PRELIMIN
ARY
CURRENT AS O
F:
NAZIR K
HALFE
REGISTRATIO
N #250
00
NOT FOR CONSTRUCTIO
N, PERMIT,
OR REGULA
TORY APPROVAL
PRELIMIN
ARY
CURRENT AS O
F:
JEFFREY B
. BROW
N
REGISTRATIO
N #180
00
NOT FOR CONSTRUCTIO
N, PERMIT,
OR REGULA
TORY APPROVAL
PRELIMIN
ARY
CURRENT AS O
F:
BRUCE J. W
ALCK
REGISTRATIO
N #203
65
NOT FOR CONSTRUCTIO
N, PERMIT,
OR REGULA
TORY APPROVAL
Cop
yrig
ht ©
201
5 P
OW
ER
S B
RO
WN
AR
CH
ITE
CTU
RE
this
dra
win
g an
d th
e ar
chite
ctur
al w
ork
depi
cted
ther
ein
are
the
sole
pro
perty
of P
ower
s B
row
n A
rchi
tect
ure.
No
porti
on o
f thi
s dr
awin
g m
ay b
e co
pied
with
out t
he e
xpre
ss w
ritte
n co
nsen
t of t
he A
rchi
tect
.
PROJECT NO:
DRAWN BY:
CHECKED BY:
A PROJECT FOR
1314 Texas Ave., 2nd FloorHouston, Texas 77002713.224.0456713.224.0457 faxwww.powersbrown.com
SHEET NUMBER
GENERAL NOTES
PROJECT TITLE
SHEET TITLE
SEAL
C:\U
sers
\banan\D
ocum
ents
\151
122_C
entr
al_
ban
an.r
vt
8/3
1/2
016 1
1:3
3:2
4 A
M
151122
RP, JB
DR
SCOTT + REID
S+R FRANKLINGARAGE
A602
DOOR AND FRAMESCHEDULE
805 Franklin St.Houston Texas 77002
DOOR ASSEMBLY DOOR MATERIAL FRAME MATERIAL
Har
dwar
e S
et
Fire
Rat
ing
RemarksLocation Number Type Description
Dimensions
Door Material Finish Material FinishWid
th
Hei
ght
Thi
ckne
ss
TRANSFORMER VAULT 102A A DOUBLE 8' - 0" 10' - 0" 1 3/4" HM PAINTED HM PAINTED 01 3HR WATER PROF GATE AND SEALS
TRANSFORMER VAULT 102C A SINGLE 3' - 0" 7' - 0" 1 3/4" HM PAINTED HM PAINTED 03 3HR
TRANSFORMER VAULT 102D A SINGLE 3' - 0" 7' - 0" 1 3/4" HM PAINTED HM PAINTED 03 3HR
FIRE PUMP ROOM 104 A SINGLE 3' - 0" 7' - 0" 1 3/4" HM PAINTED HM PAINTED 02 2HR CLOSER REQUIRED
ELEVATOR CONTROL ROOM 801 A SINGLE 3' - 0" 7' - 0" 1 3/4" HM PAINTED HM PAINTED 02 2HR CLOSER REQUIRED
DOOR & FRAME SCHEDULEDOOR ELEVATIONS
DOOR HARDWARE SCHEDULE
1
2
DATE REVISION
2016-01-29 ISSUE FOR PRICING
2016-02-03 ISSUE FOR PERMIT
1 2016-03-31 ADDENDUM 1
2 2016-04-29 ADDENDUM 2
A
R.O.
12' - 0"
R.O
.
14' -
7 3
/4"
ANODIZEDALUMINUMFRAME(TYP)
6' - 0" 6' - 0"
3' -
0 7/
8"4'
- 6"
2' -
5"4'
- 7
7/8"
T.O.M.
T.O.M.
B.O.M.
B
R.O.
5' - 6"
R.O
.
14' -
2 1
/8"
1' -
8 7/
8"4'
- 6"
2' -
3"4'
- 8"
1' -
0 1/
4"
T.O.M.
T.O.M.
T.O.M.
B.O.M.
2' - 3"3' - 3"
C
R.O.
12' - 9"
4' - 4 1/2" 3' - 8" 4' - 8 1/2"
R.O
.
14' -
0"
2' -
0 1/
2"4'
- 6"
2' -
3"4'
- 8"
6 1/
2"B.O.M.
T.O.M.
T.O.M.
T.O.M.
ALUMINIUM FRAMETO SLOPE WITHGARAGESTRUCTURE (TYP)
D
R.O
.
12' -
9 3
/4"
R.O.
12' - 9"
2' -
4 3/
4"4'
- 6"
2' -
5"3'
- 6"
ALUMINIUM FRAMETO SLOPE WITHGARAGESTRUCTURE (TYP)
4' - 4 1/2" 3' - 8" 4' - 8 1/2"
B.O.M.
T.O.M.
T.O.M.
E
R.O.
7' - 2"
R.O
.
7' -
11 3
/8"
3' - 7" 3' - 7"
1' -
8"4'
- 8"
1' -
7 3/
8"
B.O.M.
T.O.M.
CHAIN LINKFENCE INSERT
PRELIMIN
ARY
CURRENT AS O
F:
JEFFREY B
. BROW
N
REGISTRATIO
N #180
00
NOT FOR CONSTRUCTIO
N, PERMIT,
OR REGULA
TORY APPROVAL
Cop
yrig
ht ©
201
5 P
OW
ER
S B
RO
WN
AR
CH
ITE
CTU
RE
this
dra
win
g an
d th
e ar
chite
ctur
al w
ork
depi
cted
ther
ein
are
the
sole
pro
perty
of P
ower
s B
row
n A
rchi
tect
ure.
No
porti
on o
f thi
s dr
awin
g m
ay b
e co
pied
with
out t
he e
xpre
ss w
ritte
n co
nsen
t of t
he A
rchi
tect
.
PROJECT NO:
DRAWN BY:
CHECKED BY:
A PROJECT FOR
1314 Texas Ave., 2nd FloorHouston, Texas 77002713.224.0456713.224.0457 faxwww.powersbrown.com
SHEET NUMBER
GENERAL NOTES
PROJECT TITLE
SHEET TITLE
SEAL
C:\U
sers
\banan\D
ocum
ents
\151
122_C
entr
al_
ban
an.r
vt
8/3
1/2
016 1
1:3
3:2
4 A
M
151122
ZU
DR
SCOTT + REID
S+R FRANKLINGARAGE
A603
WINDOW TYPES
805 Franklin St.Houston Texas 77002
DATE REVISION
2016-01-29 ISSUE FOR PRICING
2016-02-03 ISSUE FOR PERMIT