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...

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


Maximum Dead-End Corridor 20'-0" maximum unless provided for otherwise in the Exceptions


Stairway Clear Headroom Stairways shall have a minimum headroom clearance of 80" (6'-8")


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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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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JB

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SCOTT + REID

S+R FRANKLINGARAGE

G007

CODE SUMMARY


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

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PROJECT NO:

DRAWN BY:

CHECKED BY:

A PROJECT FOR


SHEET NUMBER

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PROJECT TITLE

SHEET TITLE

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S+R FRANKLINGARAGE

FM101

FIRE MARSHALL PLAN


SCALE: 3/32" = 1'-0"

FIRE MARSHALL PLAN

N

1

1

DATE REVISION



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

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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

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NAZIR K

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REGISTRATIO

N #250

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NOT FOR CONSTRUCTIO

N, PERMIT,

OR REGULA

TORY APPROVAL

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PROJECT NO:

DRAWN BY:

CHECKED BY:

A PROJECT FOR


SHEET NUMBER

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PROJECT TITLE

SHEET TITLE

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S+R FRANKLINGARAGE

A101

OVERALL GROUNDLEVEL PLAN


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



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"



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

ARY

CURRENT AS O

F:

NAZIR K

HALFE

REGISTRATIO

N #250

00

NOT FOR CONSTRUCTIO

N, PERMIT,

OR REGULA

TORY APPROVAL

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CTU

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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:

A PROJECT FOR


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B

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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

3:0

5 A

M

151122

JLS

JLS

SCOTT + REID

S+R FRANKLINGARAGE

A102

OVERALL FIRST TIERLEVEL PLAN


SCALE: 1/8" = 1'-0"

OVERALL FIRST TIER LEVEL PLAN

N

1

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

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"


PRE-CASTGUARDRAIL AT 3'-6"

7 E

Q S

PA

CE

S @

7' -

6"

52' -

8"


UP SLOPE 2%

8' - 0"


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

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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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

3:0

6 A

M

151122

JLS

JLS

SCOTT + REID

S+R FRANKLINGARAGE

A103

OVERALL SECOND TIERLEVEL PLAN


SCALE: 1/8" = 1'-0"

OVERALL SECOND TIER LEVEL

N

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%

A431

A3

A433

B4

8 EQ SPACES @ 9' - 0"

72' - 0"

TYP

5' - 0"

3' - 8"


6" DIA CONCRETEFILLED GALV.STEEL BOLLARD,PAINTED (TYP)

10 EQ SPACES @ 9' - 0"

90' - 0" 8' - 0"


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"


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

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


SHEET NUMBER

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B

C

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1 2 3 4

GENERAL NOTES

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SHEET TITLE

SEAL

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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

3:0

7 A

M

151122

JB

DR

SCOTT + REID

S+R FRANKLINGARAGE

A104

OVERALL TYPICAL TIERSLEVELS 3, 4, 5, PLAN


SCALE: 1/8" = 1'-0"

OVERALL FLOOR PLAN TYPICAL

1

1

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%


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

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


SHEET NUMBER

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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

3:0

8 A

M

151122

JB

DR

SCOTT + REID

S+R FRANKLINGARAGE

A104B

OVERALL TYPICAL TIERSLEVELS 6 AND 7 PLAN


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%





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,

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


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

3:0

9 A

M

151122

JB

DR

SCOTT + REID

S+R FRANKLINGARAGE

A104C

OVERALL EIGHTH TIERLEVEL PLAN


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%




20' - 6" 7' - 0"

2' - 0"

33' - 6"

2' - 0"

34' - 0"

2' - 0"

25' - 0" 19' - 0"


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


SHEET NUMBER

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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

3:0

9 A

M

151122

JB

DR

SCOTT + REID

S+R FRANKLINGARAGE

A104D

OVERALL NINTH TIERLEVEL PLAN


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%


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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CHECKED BY:

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A

B

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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

0 A

M

151122

JB

DR

SCOTT + REID

S+R FRANKLINGARAGE

A105

OVERALL TENTH TIERLEVEL PLAN


SCALE: 1/8" = 1'-0"

OVERALL TENTH TIER PLAN

11

DATE REVISION



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

C

D

C:\U

sers

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ocum

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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


N

SCALE: 1/8" = 1'-0"

OVERALL ROOF PLAN

11

DATE REVISION



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

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REGISTRATIO

N #250

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depi

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ther

ein

are

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sole

pro

perty

of P

ower

s B

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n A

rchi

tect

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No

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on o

f thi

s dr

awin

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ay b

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151122

JLS

JLS

SCOTT + REID

S+R FRANKLINGARAGE

A201

ENLARGED BUILDINGELEVATIONS, PLANS &

DETAILS


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



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



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

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OR REGULA

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CTU

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this

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win

g an

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e ar

chite

ctur

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depi

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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

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xpre

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151122

Author

JLS

SCOTT + REID

S+R FRANKLINGARAGE

A202


DETAILS


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



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



MATERIAL LEGEND

TEXTURED PAINT

PRELIMIN

ARY

CURRENT AS O

F:

NAZIR K

HALFE

REGISTRATIO

N #250

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CTU

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win

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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

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out t

he e

xpre

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ritte

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151122

JLS

JLS

SCOTT + REID

S+R FRANKLINGARAGE

A203


DETAILS


SCALE: 1/8" = 1'-0"

PARTIAL ENLARGED EAST ELEVATION

SCALE: 1/8" = 1'-0"

PARTIAL ENLARGED FLOOR PLAN - EAST

1

1

1

DATE REVISION



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



MATERIAL LEGEND

TEXTURED PAINT

PRELIMIN

ARY

CURRENT AS O

F:

NAZIR K

HALFE

REGISTRATIO

N #250

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CTU

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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

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ritte

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t of t

he A

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tect

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151122

JLS

JLS

SCOTT + REID

S+R FRANKLINGARAGE

A204


DETAILS


SCALE: 1/8" = 1'-0"

PARTIAL ENLARGED NORTH ELEVATION

SCALE: 1/8" = 1'-0"

PARTIAL ENLARGED FLOOR PLAN - NORTH

1

1

DATE REVISION



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



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"



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

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win

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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

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151122

JLS

JLS

SCOTT + REID

S+R FRANKLINGARAGE

A430

ELEVATOR PLANS,SECTIONS AND DETAILS


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



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"


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"



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


4"6' - 10"

8 TREADS @ 12"

8' - 0" 3' - 8"4"


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:


PRELIMIN

ARY

CURRENT AS O

F:

NAZIR K

HALFE

REGISTRATIO

N #250

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TORY APPROVAL

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yrig

ht ©

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5 P

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ITE

CTU

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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

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on o

f thi

s dr

awin

g m

ay b

e co

pied

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SHEET NUMBER

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1 2 3 4

GENERAL NOTES

PROJECT TITLE

SHEET TITLE

SEAL

1 2 3 4

A

B

C

D

C:\U

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ents

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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


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



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"


PRE-CAST GUARDRAIL

PRE-CAST CONCRETESTAIRS AND LANDINGBEYOND

UNDERSLAB CONTINOUSVAPER BARRIER

4' - 0"

4' - 0"


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:

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A PROJECT FOR


SHEET NUMBER

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B

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GENERAL NOTES

PROJECT TITLE

SHEET TITLE

SEAL

1 2 3 4

A

B

C

D

C:\U

sers

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ents

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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


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



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


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"


CONTINUOUSGALVANIZEDSTEELGUARDRAILWITH VERTICALPICKETING


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:


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


SHEET NUMBER

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B

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1 2 3 4

GENERAL NOTES

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SEAL

1 2 3 4

A

B

C

D

C:\U

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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


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



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 ©

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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


SHEET NUMBER

GENERAL NOTES

PROJECT TITLE

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8/3

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016 1

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4 A

M

151122

RP, JB

DR

SCOTT + REID

S+R FRANKLINGARAGE

A602

DOOR AND FRAMESCHEDULE


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



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


SHEET NUMBER

GENERAL NOTES

PROJECT TITLE

SHEET TITLE

SEAL

C:\U

sers

\banan\D

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ents

\151

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entr

al_

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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


DATE REVISION



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...

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