2012-06-25 121082 CO..

2012-06-25 121082 CO..

Tenant

Walgreens

106 Wilmot Road, MS # 1620

Deerfield, IL 60015

847.315.3387 p

847.315.4900 f

[email protected]

Ms. Ami Shah

MEP

T&D Engineers, LP

1776 Yorktown St., Suite 300

Houston, Texas 77056

713.933.1001x315 p

713.933.1004 f [email protected]

Mr. Robert Thomas, PE

WALGREENS DISTRICT OFFICE

4920 WESTWAY PARK BLVD., SUITE 175

HOUSTON, TEXAS 77041

ARCHITECTS PROJECT #

TDLR# EABPRJB2815347

121082

A PROJECT FOR

WALGREENS

Owner

Lincoln Property Company

2929 Briarpark Drive, Suite 405

Houston, Texas 77042

713.785.1494 p

[email protected]

Mr. Kevin Wyatt

Architect

Powers Brown Architecture

1314 Texas Avenue, 2nd Floor

Houston, Texas 77002

713.224.0456 p

713.224.0457 f [email protected]

Mrs. Alaina Dixon

ABBREVIATIONS

Ø

#

&

@

DIAMETER

CENTER LINE

POUND/ NUMBER

AND

AT

LAV

LDG

LT

LWC

A/C

ACT

AIR CONDITIONING

ACOUSTICAL CEILING

TILE

ADA AMERICANS WITH

DISABILITIES ACT

ADDL ADDITIONAL

AFF

AFG

AHU

ABOVE FINISH FLOOR

ABOVE FINISH GRADE

AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ARCH ARCHITECT

LAVATORY

LANDING

LIGHT

LIGHTWEIGHT

CONCRETE

MAX

MFR

MIN

MO

MTD

MAXIMUM

MANUFACTURER

MINIMUM

MASONRY OPENING

MOUNTED

MTL METAL

MULL MULLION

NIC

NTS

NOT IN CONTRACT

NOT TO SCALE

BD

BFF

BOARD

BELOW FINISH FLOOR

BLDG BUILDING

BOM BOTTOM OF MULLION

BOR BOTTOM OF REVEAL

CAB

CJ

CLG

CIP

CABINET

CONTROL JOINT/

CONSTRUCTION JOINT

CEILING

CAST-IN-PLACE

CLR

CMU

CLEAR

CONCRETE MASONRY

UNIT

COL COLUMN

CONC CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUE

CORR CORRIDOR

CT CERAMIC TILE

OC ON CENTER

OF/CI OWNER FURNISHED/

CONTRACTOR

INSTALLED

OF/OI OWNER FURNISHED/

OWNER INSTALLED

OPH OPPOSITE HAND

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PR PAIR

PTD PAINTED

R RADIUS, RISER OR

RISERS

RD ROOF DRAIN

REQD REQUIRED

REV REVISION

RM

RO

RTU

ROOM

ROUGH OPENING

ROOF TOP UNIT

DF

DIM

DIST

DS

DWG

DRINKING FOUNTAIN

DIMENSION

DISTANCE

DOWNSPOUT

DRAWING

SECT SECTION

SIM SIMILAR

SPECD SPECIFIED

SQ

SST

SQUARE

STAINLESS STEEL

STO STORAGE

STRUCT STRUCTURAL

EIFS

EJ

EXTERIOR INSULATED

FINISH SYSTEM

EXPANSION JOINT

ELEC ELECTRIC

ELEV ELEVATOR

EQ EQUAL

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

TOC

TOM

TOP

TOR

TOS

TYP

TOP OF CURB

TOP OF MULLION

TOP OF PARAPET

TOP OF REVEAL

TOP OF SLAB

TYPICAL

UNO UNLESS NOTED

OTHERWISE

FD

FE

FEC

FLOOR DRAIN

FIRE EXTINGUISHER

FIRE EXTINGUISHER

CABINET

FLR FLOOR

FLUOR FLUORESCENT

FIN

FIXT

FV

FINISH

FIXTURE

FIELD VERIFY

VINYL COMPOSITION

TILE

VERT VERTICAL

VEST VESTIBULE

W/

W/O

WITH

WITHOUT

WD WOOD

WDW WINDOW

GA GAGE

GALV GALVANIZED

GYP GYPSUM

HB

HDW

HM

HOSE BIB

HARDWARE

HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HT HEIGHT

INSUL INSULATION

INFO INFORMATION

INT INTERIOR

JAN JANITOR

SYMBOL LEGEND

N

TRUE NORTH

PROJECT NORTH

NORTH ARROW

FIRE RATING

PARTITION TYPE

X

XXXX

VICINITY MAP

COLUMN ID

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE DEMOLISHED

NEW PARTITION

HEAD/ SILL CONDITION

STUD SIZE

PROJECT

LOCATION

290

I-10

59

610 LOOP

59

BELTWAY 8

I-4

5

I-10

EXISTING DOOR

NEW DOOR

TO CENTER LINE OF BUILDING ELEMENT

FACE OF FINISH

A1

A101

SIM

DETAIL NUMBER

SHEET NUMBER

DESCRIPTION OF SIMILAR OR OPPOSITE

AREA TO BE DETAILED

PROJECT LOCATION

A1

A101

A1

A101

A1

A101

A

A1

A101

XXXX

XXXX

XXXX

XXXX

X

W1

B1

F1

FEC

9'-0"

XXX

BLDG SECTION NUMBER

SHEET NUMBER

N

DRAWING INDEX

WALL SECTION OR DETAIL NUMBER

SHEET NUMBER

4920 WESTWAY PARK BLVD.

HOUSTON, TEXAS 77041

N

LOCATION ON ROW WHERE SHOWN

DIRECTION OF ELEVATION

ROW ON ELEVATION SHEET WHERE SHOWN

SHEET WHERE SHOWN

ROOM NAME

ROOM NUMBER

ROOM AREA

DOOR NUMBER (WITH SCHEDULE)

WINDOW TAG

FINISH - WALL (WITH SCHEDULE)

FINISH - BASE (WITH SCHEDULE)

FINISH - FLOOR (WITH SCHEDULE)

WALL MOUNTED ONE-WAY SWITCH

DATA / TELEPHONE, WALL MOUNTED

DATA / TELEPHONE, FLOOR MOUNTED

110 DUPLEX RECEPTACLE, WALL MOUNTED

110 DUPLEX RECEPTACLE, FLOOR MOUNTED

QUADRAPLEX RECEPTACLE, WALL MOUNTED

QUADRAPLEX RECEPTACLE, FLOOR MOUNTED

WALL MOUNTED DEDICATED DUPLEX

WALL MOUNTED SEPARATE DUPLEX

WALL MOUNTED DEDICATED FOURPLEX

WALL MOUNTED HALF DEDICATED FOURPLEX

PROJECT INFORMATION

APPLICABLE BUILDING CODES &

REQULATIONS:

TDLR PROJECT NO.:

PROJECT DESCRIPTION:

BUILDING NAME:

BUILDING ADDRESS:

2006 INTERNATIONAL BUILDING CODE WITH CITY OF HOUSTON AMENDMENTS

2006 INTERNATIONAL FIRE CODE WITH CITY OF HOUSTON AMENDMENTS

2006 UNIFORM MECHANICAL CODE WITH CITY OF HOUSTON AMENDMENTS

2006 UNIFORM PLUMBING CODE WITH CITY OF HOUSTON AMENDMENTS

2011 NATIONAL ELECTRICAL CODE WITH CITY OF HOUSTON AMENDMENTS

2009 HOUSTON COMMERCIAL ENERGY CONSERVATION CODE

ASHRAE 90.1-2007

CITY OF HOUSTON SIGN CODE

CITY OF HOUSTON CODE WORD

2012 TEXAS ACCESSIBILITY STANDARDS

EABPRJB2815347

NEW OFFICE FIT-OUT IN EXISTING CORE & SHELL

BUILDING. THE CORE & SHELL BUILDING IS MULTI-

STORY & THE FIT-OUT IS ON THE FIRST FLOOR

N/A

4920 WESTWAY PARK BLVD

LEASE SPACE ADDRESS AND/OR

SUITE NO.:

SPRINKLERED:

OCCUPANCY TYPE:

CONSTRUCTION TYPE:

(Per Section 602 )

AREA CALCULATIONS:

LEASE, SUITE 175

YES

OCCUPANCY B

OCCUPANCY A-3

TYPE II-B

14,616 SF B = BUSINESS

4,862 SF A-3 = ASSEMBLY

19,478 SF TOTAL TENANT SPACE

CEILING MOUNTED EXIT SIGN

FIRE EXTINGUISHER CABINET

DIMENSION OF CEILING ABOVE FINISH FLOOR

CEILING FINISH

Sheet Name

DRAWING INDEX - GENERAL

A000 COVER

G001 INDEX, PROJECT INFO, SYMBOL & ABBRV INDEX

G002 EGRESS AND FIRE EXTINGUISHER PLAN

G003 ACCESSIBILITY CODE SHEET

G004 TOILET STANDARDS

G005 SHEET SPECIFICATIONS

G006 SHEET SPECIFICATIONS

G007 SHEET SPECIFICATIONS

DRAWING INDEX - ARCHITECTURAL

A101 OVERALL FLOOR PLAN

A102 OVERALL REFLECTED CEILING PLAN

A103 OVERALL FINISH PLAN

A104 OVERALL FURNITURE PLAN

A401 ENLARGED PLANS & PLAN DETAILS

A501 INTERIOR ELEVATIONS & MILLWORK SECTIONS

A601 PARTITION TYPES

A602 DOOR AND FRAME SCHEDULE

A603 DOOR HARDWARE SCHEDULE & FINISH SCHEDULE

DRAWING INDEX - PLUMBING

● P1.01 PLUMBING PLAN

● P2.00 PLUMBING RISER, SCHEDULE & DETAILS

DRAWING INDEX - MECHANICAL

● MEP0.00 M/E/P NOTES

● MEP0.01 M/E/P LEGENDS & SYMBOLS

● M1.01 MECHANICAL PLAN

M2.00 MECHANICAL SCHEDULES

M3.00 MECHANICAL SPECIFICATIONS

M4.00 MECHANICAL DETAILS

M5.00 MECHANICAL DETAILS

DRAWING INDEX - ELECTRICAL

E1.01 ELECTRICAL POWER PLAN

E1.02 ENLARGED IT POWER PLAN

E2.01 ELECTRICAL LIGHTING PLAN

E3.00 ELECTRICAL ONE-LINE, DIAGRAMS & SCHEDULES

E3.01 ELECTRICAL ONE-LINE, DIAGRAMS & SCHEDULES

E3.02 ELECTRICAL DETAILS

E4.00 ELECTRICAL SPECS

E4.01 ELECTRICAL SPECS CONT.

1314 Texas Ave., 2nd Floor

Houston, Texas 77002

713.224.0456

713.224.0457 fax www.powersbrown.com

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD., SUITE 175

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

A ALL MATERIALS ON JOB TO COMPLY WITH FEDERAL AND

STATE VOC/AIM REGULATIONS.

B ALL CONSTRUCTION TO COMPLY WITH FEDERAL ADA

STANDARDS, CURRENT ENERGY CODE AND LOCAL

AMMENDMENTS OR REQUIREMENTS.

C ALL FIRE WALL PENETRATIONS SHALL BE SEALED WITH

FIRE RATED FOAM SEALANT (BOTH SIDES OF WALL).

SEALANT TYPE SHALL BE A COMPATIBLE RATING TO

THE WALL SYSTEMS.

D MAXIMUM CLEAR SPAN HEIGHTS FOR INTERIOR METAL

STUDS SHALL BE SUCH THAT DEFLECTION SHALL NOT

EXCEED L/360 UNDER A 5 PFS LOAD (CERAMIC TILE

FINISHES) AND 1/120 AT ALL OTHER AREAS.

E WHERE REQUIRED BY CODE ALUMINUM VERTICAL

MULLIONS TO RECEIVE STELL STIFFENER TO ACHIEVE

WIND LOAD CAPACITY.

F ALL WOOD FRAMING, BLOCKING, SHEATHING OR

BRACING SHALL BE FIRE RETARDANT TREATED.

G DO NOT SCALE THESE DRAWINGS FOR DIMENSIONAL

INFORMATION. REFER TO DIMENSIONS ON THE FLOOR

PLANS AND ENLARGED PLANS. IF THERE IS A CONFLICT

WITH THE PLAN DIMENSIONS OR AN EXISTING FIELD

CONDITION, CONTACT THE ARCHITECT. DIMENSIONS

ARE GIVEN TO FACE OF FINISH, UNO.

H REFER TO BUILDING ELEVATION DRAWINGS FOR FINISH

MATERIAL CALL OUTS AND PAINT REQUIREMENTS.

VERIFY COLOR OF MATERIALS NOT SHOWN ON THE

DRAWINGS WITH THE ARCHITECT.

J ALL GYPSUM BOARD THROUGHOUT THE PROJECT

SHALL BE 5/8" THICK, UNO. (TYPE 'X' IF REQUIRED) USE

WATER RESISTANT GYPSUM BOARD AT ALL WET

LOCATIONS AND 5/8" FIBER REINFORCED CEMENT

BOARD BEHIND ALL WALL TILE.

K GALVANIZE ALL EXPOSED EXTERIOR STEEL.

L COORDINATE ALL REQUIRED ELECTRICAL CONDUITS

AND SLEEVES FOR IRRIGATION UNDER SIDEWALK

AREAS AT DECORATIVE LIGHT POLES AND PLANTERS

WITH MECHANICAL AND ELECTRICAL PLANS.

DATE REVISION

06-25-2012 ISSUE FOR PERMIT

PROJECT NO:

DRAWN BY:

CHECKED BY:

121082

AEE

AD

SHEET TITLE

INDEX, PROJECT INFO,

SYMBOL & ABBRV INDEX

SEAL

SHEET NUMBER

G001

UP

EXIT

EXIT

EXIT

UP

NOT IN SCOPE OF WORK

FD

FD

UP

FD

EXIT

FEC

OVERALL BUILDING PLAN (LEVEL 01)

SCALE: 1" = 50'-0"

CMPS

REF.

UP

EXIT

CMPS

CMPS

CMPS

CMPS

EXIT

NOT IN

SCOPE OF

WORK

N

EXIT

EXIT

16' - 7 3/4"

B = BUSINESS

218

' - 4 1

/4"

CMPS

EXIT

TRAVEL DISTANCE = 181'-0"

FEC

EXIT

REF.

EXIT

5' - 0"

EXIT

TRAVEL DISTANCE = 155'-0"

PER TABLE 1016.1 FOR OCCUPANCY B, WITH A SPRINKLER SYSTEM, THE EXIT

ACCESS DISTANCE SHOULD BE 300'-0" MAXIMUM

PER TABLE 1016.1 FOR OCCUPANCY A-3, WITH A SPRINKLER

SYSTEM, THE EXIT ACCESS DISTANCE SHOULD BE 250'-0" MAXIMUM

REQUIRED NUMBER OF EXITS FOR OCCUPANCY B, PER SEC 1014 = 2; 2

PROVIDEDEXIT DOORS MUST SWING IN DIRECTION OF TRAVEL

REQUIRED NUMBER OF EXITS FOR OCCUPANCY A-3, PER SEC 1014 = 2 EACH; 2

EACH PROVIDED - EXIT DOORS MUST SWING IN DIRECTION OF TRAVEL

UP

EXIT

1 HR

RATED

CORRIDOR

EXIT

EXIT

EXIT

5' - 0"

EXIT

CMPS

49' - 2 1/2"

54' - 0

1/4"

A-3 =

ASSEMBLY

CMPS

56' - 2

"

A-3 =

ASSEMBLY

TRAVEL DISTANCE = 137'-0"

CMPS

55' - 6

1/4"

A-3 =

ASSEMBLY

CMPS

56' -

8 1/2

"

A-3 =

ASSEMBLY

TRAVEL DISTANCE = 56'-0"

EGRESS PLAN (LEVEL 01)

SCALE: 1/16" = 1'-0"

R 75

' - 0"

FEC

N

PER NFPA 13 PROVIDE WALL MOUNTED FIRE EXTINGUISHER

OR RECESSED FIRE EXTINGUISHER CABINET (FEC) - REFER

TO PLANS FOR EXACT LOCATION

PER NFPA 13 MAXIMUM TRAVEL DISTANCE BETWEEN FIRE

EXTINGUISHERS = 75'-0"; ALL PORTABLE FIRE EXTINGUISHERS

TO MEET NFPA 13

TOTAL FEC PROVIDED: 4

FIRE EXTINGUISHER DIAGRAM (LEVEL 01)

SCALE: 1/16" = 1'-0"

R 75

' - 0"

CMPS

UP

R 75

' - 0"

R 75' -

0"

CMPS

CMPS

1314 Texas Ave., 2nd Floor

Houston, Texas 77002

713.224.0456

713.224.0457 fax www.powersbrown.com

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD., SUITE

175

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

DATE REVISION

06-25-2012 ISSUE FOR PERMIT

N

PROJECT NO:

DRAWN BY:

CHECKED BY:

121082

AEE

AD

SHEET TITLE

EGRESS AND FIRE

EXTINGUISHER PLAN

SEAL

SHEET NUMBER

G002

PROTECT

SHADED AREA

FROM CROSS-

TRAFFIC

48"

24" MAX

DRINKING FOUNTAIN (PLAN)

SCALE: 3/8" = 1'-0"

SHOWER INT ELEVATION

SCALE: 3/8" = 1'-0"

36" MIN

23"

MAX

1 1/2"

MAX

FD - TYP

SHOWER HEAD

16"

MAX

SH1

SHOWER STALL TYPES

SCALE: 3/8" = 1'-0"

OVERHEAD HAZARDS

SCALE: 1/4" = 1'-0"

30" MIN

FREE-STANDING FOUNTAIN OR COOLER

(PARALLEL APPROACH)

BUILT-IN FOUNTAIN OR COOLER

(PARALLEL APPROACH)

SHOWER SEAT (FIXED)

CONT GRAB BAR, TYP

CONT GRAB BAR, TYP

CLEAR FLOOR SPACE (FORWARD APPROACH)

CANE

DETECTION

RAIL

HOISTWAY & ENTRANCES

SCALE: 3/8" = 1'-0"

MAXIMUM RUNNING

SLOPE 5%

DIRECTION OF

TRAVEL ALONG

ACCESSIBLE ROUTE

MAXIMUM CROSS

SLOPE 2%

ACCESSIBLE ROUTES

SCALE: 3/8" = 1'-0"

36" 6" 12"

MAX

42"

18" 23"

36"

HALL CALL

BUTTON

18"

30" MIN

SHOWER HEAD

CONTROL AREA

CONT GRAB BAR, TYP

NOT TO EXCEED

FOUNTAIN DEPTH

HALL CALL

LANTERN

PULL SIDE

18" MIN

24" PREFERRED

NOTE: X = 12" IF DOOR HAS

BOTH A CLOSER AND LATCH

(A) FRONT APPROACHES - SWINGING DOORS _

PULL SIDE PUSH SIDE

54" MIN

X

NOTE:

X = 36" MINIMUM IF Y = 60";

X = 42" MINIMUM IF Y = 54"

NOTE:

Y = 48" MINIMUM IF DOOR

HAS BOTH A LATCH AND CLOSER

(B) HINGE SIDE APPROACHES - SWINGING DOORS _

PULL SIDE

24" MIN 24" MIN

PUSH SIDE

(D) FRONT APPROACH _

- SLIDING DRS & FOLDING DRS

24" MIN

(F) LATCH SIDE APPROACH _

- SLIDING DRS & FOLDING DRS

DOOR CLEARANCES

SCALE: 3/16" = 1'-0"

2' - 8" MIN

CLR WIDTH

@ ALL DR

OPENINGS

X PUSH SIDE

NOTE:

Y = 54" MINIMUM IF

DOOR HAS A CLOSER

NOTE:

Y = 48" MINIMUM IF DOOR

HAS BOTH A LATCH AND CLOSER

(C) LATCH SIDE APPROACHES - SWINGING DOORS _

54" MIN

(E) SLIDE SIDE APPROACH _

- SLIDING DRS & FOLDING DRS

NOTE:

ALL DOORS IN ALCOVES SHALL

COMPLY WITH THE CLEARANCES

FOR FRONT APPROACHES

ACCESSIBILITY

ACCESSIBLE DOOR SHALL COMPLY WITH THE FOLLOWING:

1. THRESHOLD SHALL BE A MAXIMUM ½" IN HEIGHT.

2. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES AT ACCESSIBLE

DOORWAYS SHALL BE BEVELED WITH A SLOPE OF NO MORE THAN 12.

3. MAXIMUM DOOR OPENING FORCE SHALL NOT EXCEED 8.5 POUNDS FOR

EXTERIOR HINGED DOOR, 5 POUNDS FOR SLIDING, 5 POUNDS FOR

INTERIOR DOOR.

4. DOOR HARDWARE SHALL BE LEVER HANDLE OR EQUIVALENT AND

MOUNTED NOT MORE THAN 42" ABOVE FINISH FLOOR.

5. DOOR CLOSERS, WHERE PROVIDED, SHALL BE ADJUSTED TO CLOSE

FROM AN OPEN POSITION OF 70 DEGREES IN NOT LESS THAN THREE

SECONDS TO A POINT 3 INCHES FROM THE LATCH.

6. ALL DOORS SHALL BE CAPABLE OF OPENING SO THAT THE CLEAR

WIDTH OF THE OPENING IS NOT LESS THAN 32".

SIGNAGE SHALL COMPLY WITH THE FOLLOWING:

4. FINISH AND CONTRAST: THE CHARACTERS AND BACKGROUND OF

SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON-GLARE FINISH.

CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR

BACKGROUND: EITHER LIGHT CHARACTERS ON A DARK BACKGROUND

OR DARK CHARACTERS ON A LIGHT BACKGROUND.

5 MOUNTING LOCATION AND HEIGHT: WHERE PERMANENT

IDENTIFICATION IS PROVIDED FOR ROOM AND SPACES, SIGNS SHALL

BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE

DOOR, OR NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL BE 60"

ABOVE FINISH FLOOR TO THE CENTER LINE OF THE SIGN. MOUNTING

LOCATION FOR SUCH SIGNAGE SHALL BE SO THAT A PERSON MAY

APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING

PROTRUDING OBJECTS OR STANDING IN THE SWING OF THE DOOR.

LAVATORIES & ASSOCIATED MIRRORS TO BE INSTALLED AS

SHOWN:

1. HEIGHT: LAVATORIES AND SINKS SHALL BE MOUNTED WITH THE RIM OF

THE COUNTER SURFACE NO HIGHER THAN 34" ABOVE FINISH FLOOR.

THE TOTAL DEPTH OF CLEAR SPACE BENEATH THE LAVATORY SHALL

NOT BE LESS THAN 17", OF WHICH TOE CLEARANCE SHALL NOT BE

MORE THAN 6" OF THE TOTAL DEPTH. KNEE CLEARANCE SHALL NOT BE

LESS THAN 29" IN HEIGHT AND 30" IN WIDTH.

2. EXPOSED PIPES AND SURFACES: HOT WATER AND EXPOSED DRAIN

PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR

OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE

SURFACE UNDER LAVATORIES OR SINKS.

3. FAUCETS: LEVER-OPERATED FAUCET CONTROL HANDLES SHALL BE

LOCATED NOT MORE THAN 17" FROM THE FRONT EDGE OF THE

LAVATORY, SINK, OR COUNTER. SELF CLOSING VALVES SHALL REMAIN

OPEN FOR AT LEAST 10 SECONDS PER OPERATION.

4. MIRRORS, DISPENSERS, AND OTHER FIXTURES: MIRRORS OR SHELVES

SHALL BE INSTALLED SO THAT THE BOTTOM OF THE SHELF IS WITHIN

40" OF FINISH FLOOR AND TOP EDGE.

5. MIRRORS IN SINGLE OCCUPANCY TOILET ROOMS ARE TO BE MOUNTED

WITH TOP EDGE 74" MINIMUM ABOVE FINISH FLOOR.

6. RESTROOM STALL PARTITION'S COLOR TO BE PAINTED STEEL.

CONTROLS & OPERATING MECHANISMS SHALL COMPLY

WITH THE FOLLOWING:

1. CLEAR FLOOR SPACE: CLEAR FLOOR SPACE COMPLYING WITH 4.2.4 OF

THE FEDERAL REGISTER /TAS THAT ALLOWS A FORWARD OR PARALLEL

APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED

AT CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERABLE

EQUIPMENT.

2. HEIGHT: THE HEIGHTS OPERABLE PART OF CONTROLS, DISPENSERS,

RECEPTACLES, AND OTHER EQUIPMENT SHALL BE PLACED AT LEAST

ON TO THE REACH RANGES SPECIFIED IN 4.2.5 AND 4.2.6. ELECTRICAL

AND COMMUNICATIONS SYSTEMS RECEPTACLES ON WALLS SHALL BE

MOUNTED NO LESS THAN 15" AFF.

3. OPERATION: CONTROLS AND OPERATING MECHANISMS SHALL BE

OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT

GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE

REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5

LBS.

PROJECT TITLE

1314 Texas Ave., 2nd Floor

Houston, Texas 77002

713.224.0456

713.224.0457 fax www.powersbrown.com

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD., SUITE

175

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

WATER CLOSETS

1. HEIGHT: THE HEIGHT OF THE WATER CLOSET SHALL BE 17" TO 19"

MEASURED TO THE TOP OF THE SEAT.

2. GRAB BARS: GRAB BARS SHALL BE 1 1/2" IN DIAMETER AND SHALL

PROVIDE A CLEARANCE OF 1 1/2" BETWEEN THE WALL AND THE BAR.

PROVIDE MINIMUM 250 POUND ALLOWANCE FORCE. EDGES SHALL

HAVE A MIN. RADIUS OF 1/8". BARS SHALL BE 36" IN LENGTH IN THE

REAR AND 42" IN LENGTH ALONG THE SIDE OF THE WATER CLOSET.

3. FLUSH CONTROLS: FLUSH CONTROLS SHALL BE MOUNTED ON THE

WIDE SIDE OF THE TOILET AREAS AND NOT MORE THAN 44" IN HEIGHT.

4. TOE CLEARANCE: IN STANDARD STALLS, THE FRONT PARTITION AND

AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE CLEARANCE OF

A MINIMUM OF 9".

5. TOILET PAPER DISPENSER: TP DISPENSER SHALL BE MOUNTED NO

FURTHER THAN 36" FROM FIXTURE WALL AT 19" AFF TO CENTER OF

DISPENSER.

6. URINALS SHALL BE STALL-TYPE, OR WALL-HUNG WITH A TAPERED

ELONGATED RIM MOUNTED AT A MAXIMUM OF 17" ABOVE THE FINISH

FLOOR. A TAPERED ELONGATED RIM IS ONE THAT NARROWS TOWARD

THE FRONT TO ALLOW A WHEELCHAIR USER TO STRADDLE THE BASIN

AND WHICH EXTENDS AT LEAST 14" FROM THE VERTICAL SURFACE ON

WHICH THE FIXTURE IS MOUNTED.

SIGNAGE SHALL COMPLY WITH THE FOLLOWING:

1. CHARACTER PROPORTION: LETTERS AND NUMBERS ON SIGNS SHALL

HAVE A WIDTH TO HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A STROKE

TO HEIGHT RATIO BETWEEN 1:5 AND 1:10.

2. CHARACTER HEIGHT: MINIMUM CHARACTER HEIGHT SHALL BE 3".

3. RAISED AND BRAILLED CHARACTER AND PICTORIAL SYMBOLS:

LETTERS AND NUMERALS SHALL BE RAISED 1/32", UPPER CASE SANS

SERIF TYPE SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE. RAISED

CHARACTERS SHALL BE AT LEAST 5/8" HIGH, BUT NO HIGHER THAN 2".

PICTOGRAM SHALL BE AT LEAST 6" IN HIGH.

DATE REVISION

05-09-2012 ISSUE FOR REVIEW

DOOR - CLEAR WIDTH

SCALE: 1/2" = 1'-0"

PROJECT NO:

DRAWN BY:

CHECKED BY:

121082

Author

Checker

SHEET TITLE

ACCESSIBILITY CODE

SHEET

SEAL

SHEET NUMBER

TWO LEVEL WHEEL CHAIR

ACCESSIBLE DRINKING FOUNTAIN

CHANNEL FRAME MIRROR SURFACE MOUNTED

SOAP DISP

SURFACE MOUNTED

DUAL-ROLL TOILET

PAPER DISP

SANITARY NAPKIN DISP SURFACE MOUNTED

SANITARY NAPKIN

DISPOSAL

2.0 GAL

SEMI-RECESSED

PAPER TOWEL DISP &

WASTE RECEPTACLE

9.0 GAL

SEMI-RECESSED

PAPER TOWEL DISP &

WASTE RECEPTACLE

WALL MOUNTED

SINK W/ ADA

PROTECTION WRAP

WALL MOUNTED

URINAL

WALL MOUNTED

URINAL

FEC

G003

ACCESSORY MOUNTING HEIGHTS - TYP.

SCALE: 3/8" = 1'-0"

1314 Texas Ave., 2nd Floor

Houston, Texas 77002

713.224.0456

713.224.0457 fax www.powersbrown.com

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD., SUITE

175

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

LAV

3' - 0" MIN

EQ EQ

6"

LAV

3' - 0" MIN

EQ EQ 3' - 6" 1' - 6" EQ

MIN

EQ

MIN

EQ EQ

4' - 0" MIN

CLEAR FLOOR SPACE AT SHOWER

CLEAR FLOOR AREA

SCALE: 3/8" = 1'-0"

WH L1

4' - 0" MIN

SOAP DISPENSER, TYP

L2

4' - 0" MIN

CLEAR FLOOR SPACE AT TOILETS

SOAP DISPENSER, TYP

5' - 0" MIN

L3

SOAP DISPENSER, TYP

3' - 0" CLR

CLEAR FLOOR SPACE AT URINAL

2' - 6"

CLEAR FLOOR SPACE AT LAVATORIES

U1 U2

1' - 6" 1' - 6"

LAVATORY TYPES

SCALE: 3/8" = 1'-0"

S1

2' - 10" MIN

1' - 6"

2' - 0" MIN

SURFACE MOUNTED

DUAL ROLL TOILET

PAPER DISPENSER

SURFACE MOUNTED

SANITARY NAPKIN

DISPOSAL (WOMEN

ONLY)

REFER PLAN

FOR DR SWING

DIRECTION

TOILET STALL TYPES

SCALE: 3/8" = 1'-0"

1' - 6" 3' - 0" 1' - 6"

S2

5' - 0" CLR

1' - 6"

1' - 6" 3' - 0" 3' - 0" 1' - 6"

GRAB BARS, TYP

SURFACE MOUNTED

DUAL ROLL TOILET

PAPER DISPENSER

SURFACE MOUNTED

SANITARY NAPKIN

DISPOSAL (WOMEN

ONLY)

1' - 6"

S3

5' - 0" CLR

2' - 8" MIN 3"

EQ EQ

3' - 0" CLR

URINAL STALL TYPES

SCALE: 3/8" = 1'-0"

S4

3' - 0" CLR

1' - 6"

PARTITION

OR WALL, TYP

SURFACE

MOUNTED DUAL

ROLL TOILET

PAPER DISPENSER

SURFACE MOUNTED

SANITARY NAPKIN

DISPOSAL (WOMEN

ONLY)

GRAB BARS, TYP

REFER PLAN

FOR DR SWING

DIRECTION

2' - 8" MIN

EQ EQ

2' - 8" CLR

DATE REVISION

05-09-2012 ISSUE FOR REVIEW

PROJECT NO:

DRAWN BY:

CHECKED BY:

121082

Author

Checker

SHEET TITLE

TOILET STANDARDS

SEAL

SHEET NUMBER

G004

SPECIFICATIONS

DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS

00 7200 AIA FORM A201 - GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION.

CONTRACTOR SHALL COMPLY WITH PROVISIONS OF THIS DOCUMENT.

00 4323 ALTERNATES: CONTACT OFFICE OF THE ARCHITECT FOR ADD/DEDUCT FORM FOR

EACH ALTERNATE. OWNER DETERMINE WHICH ALTERNATES ARE SELECTED FOR

INCLUSION IN THE PROJECT.

DIVISION 01 GENERAL REQUIREMENTS

01 1000 SUMMARY

THE WORK SHALL INCLUDE ALL WORK COVERED BY THE CONTRACT DOCUMENTS.

CONTRACTOR SHALL REVIEW ALL DOCUMENTS TO VERIFY DIMENSIONS AND

CONDITIONS. NO ALLOWANCE SHALL BE MADE FOR FAILURE TO VERIFY SITE

CONDITIONS. DRAWINGS ARE INTENDED TO PROVIDE A BASIS FOR PROPER

COMPLETION OF THE PROJECT AND SUITABLE USE BY THE OWNER. ITEMS NOT

EXPRESSLY SET FORTH, BUT WHICH ARE REASONABLY IMPLIED OR NECESSARY

FOR THE PROPER PERFORMANCE OF THIS PROJECT SHALL BE INCLUDED.

CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED TO PERFORM

THE WORK.

CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND NOTIFY

ARCHITECT OF ANY DISCREPANCIES DIFFERENT FROM THOSE INDICATED ON THE

DRAWINGS. DO NOT SCALE DRAWINGS, DIMENSIONS SHALL GOVERN. LARGE

DETAILS SHALL TAKE PRECEDENCE OVER SMALL DRAWINGS.

EXECUTION:

EXAMINE PRODUCTS COVERED BY ALLOWANCES PROMPTLY UPON DELIVERY

FOR DAMAGE OR DEFECTS. COORDINTE THEIR INSTALLATION TO ENSURE THESE

ITEMS ARE INTEGRATED WITH RELATED WORK.

01 2100 ALLOWANCES

SUMMARY:

CASH ALLOWANCES ARE INCLUDED IN THE CONTRACT SUM.

PRODUCTS:

NOT APPLICABLE.

EXECUTION:

EXAMINE PRODUCTS COVERED BY ALLOWANCES PROMPTLY UPON DELIVERY

FOR DAMAGE.

01 3000 ADMINISTRATIVE REQUIREMENTS

SUMMARY:

ALL WORK SHALL PERFORMED IN STRICT COMPLIANCE WITH ALL APPLICABLE

CODES AND ORDINANCES, AND AUTHORITIES HAVING JURISDICTION, INCLUDING

ADA REQUIREMENTS.

PRODUCTS:

PROVIDE PRODUCTS AND MATERIALS SPECIFIED. PROVIDE COLOR SELECTIONS

AS REQUIRED TO AVOID DELAYING PROGRESS OF THE WORK. PROVIDE

PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN

SATISFACTORY USE FOR THREE YEARS. USE EXPERIENCED INSTALLERS OF THE

PRODUCT INVOLVED. DELIVER, HANDLE AND STORE MATERIALS IN STRICT

ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

SUBMIT REQUESTS FOR SUBSTITUTIONS IN WRITING, GIVING REASONS FOR

CHANGE. PROVIDE TIME FOR ARCHITECT TO EVALUATE PROPOSED

SUBSTITUTION.

PROJECT MEETINGS SHALL BE HELD AS NECESSARY FOR REVIEW PROGRESS OF

THE WORK. CONTRACTOR SHALL TAKE AND DISTRIBUTE MEETING NOTES.

PROGRESS SCHEDULE SHALL BE DEVELOPED TO DEFINE PROGRESS ENTIRE

SCOPE OF WORK. SUBMIT WITH EACH PROJECT MEETING.

SUBMIT SHOP DRAWINGS AND OTHER SUBMITTALS AS REQUIRED TO CLARIFY

EXTENT OF THE WORK. SUBMIT HARDWARE SCHEDULE, CUT SHEETS, SAMPLES

AND OTHER ITEMS FOR REVIEW AND APPROVAL.

01 4000 QUALITY REQUIREMENTS

SUMMARY:

ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR QUALITY ASSURANCE

AND QUALITY CONTROL. THE QUANTITY OR QUALITY LEVEL SHOWN OR

SPECIFIED SHALL BE THE MINIMUM PROVIDED OR PERFORMED.

SUBMITTALS:

SCHEDULE TESTS AND INSPECTIONS REQUIRED. TESTS AND INSPECTIONS NOT

EXPLICITLY ASSIGNED TO OWNER ARE CONTRACTOR'S RESPONSIBILITY.

EXECUTION:

ON COMPLETION OF TESTING, REPAIR DAMAGED CONSTRUCTION AND RESTORE

SUBSTRATES AND FINISHES.

01 5000 TEMPORARY FACILITIES AND CONTROLS

SUMMARY:

REQUIREMENTS FOR TEMPORARY UTILITIES, SUPPORT FACILITIES, AND SECURITY

AND PROTECTION FACILITIES. COST OF TEMPORARY FACILITIES SHALL BE

INCLUDED IN THE CONTRACT SUM.

PRODUCTS:

PROVIDE TEMPORARY BARRICADES AS NECESSARY TO ENSURE PROTECTION OF

THE PUBLIC. PROVIDE ENCLOSURES FOR TEMPORARY

PARTITIONS OR FOR DUST CONTROL. PROVIDE COMMON-USE FIELD

OFFICE FOR USE OF CONSTRUCTION PERSONNEL. PROVIDE DESKS,

CHAIRS, TELEPHONE AND FAX MACHINES, HEATING AND AIR

CONDITIONING AS REQUIRED TO MAINTAIN INDOOR TEMPERATURE OF 72

DEG. F. PROVIDE STORAGE SHEDS AS NECESSARY FOR MATERIALS AND

EQUIPMENT FOR CONSTRUCTION OPERATIONS. PROVIDE FIRE

EXTINGUISHERS IN WORK AREAS DURING CONSTRUCTION.

EXECUTION:

LOCATE FACILITIES WHERE THEY WILL SERVE PROJECT ADEQUATELY

AND RESULT IN MINIMUM INTERFERENCE WITH PERFORMANCE OF THE

WORK. ARRANGE WITH UTILITY COMPANY FOR INSTALLING TEMPORARY

SERVICE. REMOVE EACH TEMPORARY FACILITY WHEN NEED FOR ITS

SERVICE HAS ENDED.

01 6000 PRODUCT REQUIREMENTS

SUMMARY:

ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR SELECTION OF

PRODUCTS FOR USE IN THE PROJECT, STORAGE AND HANDLING,

WARRANTIES, PRODUCT SUBSTITUTIONS AND COMPARABLE PRODUCTS.

SUBMITTALS:

SUBMIT WITHIN 10 DAYS A LIST SHOWING SPECIFIED PRODUCTS.

INCLUDE A WRITTEN EXPLANATION FOR OMISSIONS. SUBMIT THREE

COPIES OF EACH REQUEST FOR CONSIDERATION OF SUBSTITUTION.

INDICATE WHY SPECIFIED MATERIAL CANNOT BE PROVIDED, EFFECT ON

CONSTRUCTION SCHEDULE AND TIME, AND COST INFORMATION OF ANY

CHANGE IN CONTRACT SUM. ARCHITECT WILL REPLY WITHIN 15 DAYS OF

ACCEPTANCE, REJECTION OR REQUEST FOR ADDITIONAL INFORMATION.

DELIVER, STORE AND HANDLE PRODUCTS USING MEANS AND METHODS

THAT WILL PREVENT DAMAGE, DETERIORATION, AND/OR LOSS,

INCLUDING THEFT. WARRANTIES SPECIFIED IN OTHER SECTIONS SHALL

BE IN ADDITION, OR RUN CONCURRENTLY, WITH WARRANTIES REQUIRED

BY THE CONTRACT DOCUMENTS MANUFACTURER'S DISCLAIMERS AND

LIMITATIONS ON PRODUCT WARRANTIES DO NOT RELIEVE CONTRACTOR

OF OBLIGATIONS UNDER REQUIREMENTS OF THE CONTRACT

DOCUMENTS.

PRODUCTS:

PROVIDE PRODUCTS THAT COMPLY WITH CONTRACT DOCUMENTS.

WHERE SPECIFICATIONS NAME A SINGLE PRODUCT, PROVIDE THAT

NAMED PRODUCT. WHERE SPECIFICATIONS LIST A RANGE OF

PRODUCTS, PROVIDE ONE OF THE PRODUCTS LISTED. WHERE

SPECIFICATIONS INCLUDE THE PHRASE “STANDARD RANGE OF COLORS,

PATTERNS, TEXTURES OR SIMILAR PHRASE, ARCHITECT WILL SELECT

FROM MANUFACTURER'S PRODUCT LINE THAT DOES NOT INCLUDE

PREMIUM ITEMS.

EXECUTION:

NOT USED.

01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS

SUMMARY:

CUTTING AND PATCHING WORK TO PROPERLY COMPLETE THE PROJECT.

DO NOT REMOVE OR ALTER STRUCTURAL COMPONENTS WITHOUT

WRITTEN APPROVAL. PATCH WITH MATERIALS AND METHODS TO

PRODUCE PATCH WHICH IS NOT VISIBLE FROM A DISTANCE OF FIVE

FEET. PROVIDE TEMPORARY PROTECTION FOR ADJACENT

CONSTRUCTION.

SUBMITTALS:

SUBMIT QUALIFICATION DATA FOR ENGINEERS REQUIRED.

PRODUCTS:

NOT USED.

EXECUTION:

EXISTENCE AND LOCATION OF SITE IMPROVEMENTS, UTILITIES AND

OTHER CONSTRUCTION INDICATED ARE NOT GUARANTEED. BEFORE

BEGINNING WORK, INVESTIGATE AND VARY EXISTENCE OF MECHANICAL

AND ELECTRICAL SYSTEMS AND OTHER CONSTRUCTION AFFECTING THE

WORK. INSTALL PRODUCTS AT THE TIME AND UNDER CONDITIONS THAT

WILL ENSURE THE BEST POSSIBLE RESULTS. CLEAN AREAS WHERE

WORK IS IN PROGRESS TO THE LEVEL OF CLEANLINESS NECESSARY FOR

PROPER EXECUTION OF THE WORK. START EQUIPMENT AND OPERATING

COMPONENTS TO CONFIRM PROPER OPERATION. TEST AND ADJUST

EQUIPMENT FOR PROPER OPERATION.

01 7800 CLOSEOUT PROCEDURES

SUMMARY:

ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR INSPECTION

PROCEDURES, WARRANTIES AND FINAL CLEANING.

SUBMITTALS:

PREPARE PUNCH LIST FOR REMAINING WORK FOR REVIEW BY

ARCHITECT. SUBMIT OPERATING AND MAINTENANCE MANUALS. OBTAIN

AND SUBMIT COPY OF OCCUPANCY PERMIT. TRAIN OWNER'S

PERSONNEL IN USE OF BUILDING SYSTEMS. SUBMIT RECORD DRAWINGS

AND SPECIFICATIONS OF ACTUAL INSTALLATION WHICH VARIES FROM

DOCUMENTS SHOWN.

PRODUCTS:

PROVIDE FINAL CLEANING USING AGENTS RECOMMENDED BY

MANUFACTURER OR FABRICATOR. CLEAN PROJECT SITE, GROUNDS AND

OTHER AREAS DISTURBED BY CONSTRUCTION ACTIVITIES.

EXECUTION:

REMOVE ANY TEMPORARY FACILITIES AND TOUCH-UP AS REQUIRED.

RESTORE PORTIONS OF BUILDING, SITE OR OTHER ITEMS DAMAGED BY

CONSTRUCTION OPERATIONS AT NO ADDITIONAL EXPENSE TO THE

OWNER.

DIVISION 02 EXISTING REQUIREMENTS

02 4100 DEMOLITION

SUMMARY:

PROVIDE SELECTIVE DEMOLITION OF INTERIOR PORTIONS OF BUILDING

AND SYSTEMS AS REQUIRED FOR INSTALLATION OF NEW WORK. REMOVE

ABANDONED UTILITIES AND WIRING SYSTEMS. PROVIDE DEMOLITION OF

BELOW GRADE FOUNDATIONS AND SITE IMPROVEMENTS WHICH COULD

INTERFERE WITH NEW CONSTRUCTION.

SUBMITTALS:

SUBMIT DEMOLITION SCHEDULE, INCLUDING METHODS FOR PROTECTING

ADJACENT WORK AND LOCATION OF TEMPORARY PARTITIONS, IF

REQUIRED. HISTORIC ITEMS OR OTHER ITEMS OF INTEREST TO

OWNER SHALL BE CAREFULLY REMOVED AND DELIVERED TO THE OWNER.

PRODUCTS:

NOT USED.

DEMOLITION:

PERFORM DEMOLITION OPERATIONS BY METHODS WHICH DO NOT

ENDANGER ADJACENT SPACES, STRUCTURES OR THE PUBLIC. PROVIDE

POLLUTION CONTROL DURING DEMOLITION OPERATIONS. PROVIDE

REMOVAL AND LEGAL DISPOSAL OF MATERIALS NO LONGER

REQUIRED. DO NOT BURN DEMOLISHED MATERIALS AT THE SITE.

DIVISION 03 CONCRETE

03 1000 CONCRETE ACCESSORIES

SUMMARY:

REMODEL EXISTING CONCRETE WORK AS REQUIRED FOR NEW

CONSTRUCTION. COMPLY WITH ACI 301, ACI 318 AND CRSI MANUAL OF

STANDARD PRACTICE. PROVIDE INDEPENDENT LABORATORY TO SAMPLE

NEW CONCRETE.

BARS SHALL BE ASTM A615, GRADE 60, DEFORMED UNLESS OTHERWISE

SHOWN. UNDER SLAB VAPOR BARRIER SHALL STEGO 10-MIL THICK

CONFORMING TO ASTM E 1745. POLYETHYLENE VAPOR BARRIER IS

PROHIBITED. CURING COMPOUND SHALL BE EUCLID “DIAMOND CLEAR, ASTM

C309. JOINT FILLER IN FLOOR SLABS SHALL BE EUCLID “EUCO 700” TWO

COMPONENT, SEMI-RIGID, FLEXIBLE EPOXY JOINT FILLER.

EXECUTION:

START INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED AND

BEFORE SURFACE IS DRY. SCREED FLOORS LEVEL MAINTAINING F(F) OF 50

AND F(L) OF 35. APPLY CURING COMPOUND IN TWO COATS, AT RIGHT

ANGLES, USING APPLICATION RATE RECOMMENDED BY MANUFACTURER.

STEEL TROWEL SURFACES THAT WILL RECEIVE CARPETING, RESILIENT

FLOORING OR WILL BE LEFT EXPOSED. NONSLIP BROOM FINISH FOR

EXTERIOR CONCRETE PLATFORMS, STAIR TREADS, RAMPS AND SLOPED

WALKS. CORRECT DEFECTS BY GRINDING OR REMOVAL AND REPLACEMENT

OF THE DEFECTIVE WORK.

03 3000 CAST-IN-PLACE CONCRETE

SUMMARY:

CAST-IN-PLACE CONCRETE INCLUDING FORMWORK, REINFORCING,

MATERIALS, PLACEMENT AND FINISHES.

SUBMITTALS:

PRODUCT DATA FOR EACH MATERIAL INDICATED. PROVIDE TESTING

AGENCY QUALIFICATIONS FOR TESTING INDICATED.

PRODUCTS:

PROVIDE FORMS THAT WILL PROVIDE CONTINUOUS, TRUE, AND SMOOTH

CONCRETE SURFACES. REINFORCEMENT SHALL CONFORM TO ASTM A615,

GRADE 60, DEFORMED. PROVIDE DOWELS, BOLSTERS, SPACERS, CHAIRS

AND OTHER DEVICES FOR SUPPORTING AND MAINTAINING BARS IN PROPER

POSITION. CONCRETE DESIGN MIX SHALL PROVIDE FOR 3500 PSI

CONCRETE AT 28 DAY COMPRESSIVE STRENGTH, UNLESS OTHERWISE

SPECIFIED.

EXECUTION:

DESIGN, BRACE AND MAINTAIN FORMWORK ACCORDING TO ACI 301 AND

TIGHT ENOUGH TO PREVENT LOSS OF CONCRETE MORTAR. DEPOSIT

CONCRETE CONTINUOUSLY IN ONE LAYER SO NO PLANES OF WEAKNESS

CAN BE FORMED OR MATERIALS SUBJECT TO SEGREGATION. AFTER

APPLYING FLOAT FINISH, TROWEL SLAB SMOOTH TO RECEIVE FINISH

FLOOR MATERIALS. FOR SLABS ON GRADE PROVIDE F(F) VALUE OF 25 AND

F(L) OF 17. CURE CONCRETE BY APPLYING A COAT OF CURING AND

SEALING COMPOUND

DIVISION 04 MASONRY

04 2000 UNIT MASONRY

SUMMARY:

BRICK MASONRY AND/OR CMU AS SCHEDULED. REPAIR DAMAGEMASONRY

AND RE-POINT DAMAGED JOINTS. SUBMIT SAMPLES AND PRODUCT DATA

FOR APPROVAL.

SUBMITTALS:

SUBMIT PRODUCT DATA AND SAMPLES FOR APPROVAL. PROVIDE MOCK-UP

WHERE REQUIRED.

PRODUCTS:

FACE BRICK SHALL BE STANDARD MODULAR SIZE OR MATCH EXISTING. CMU

UNITS SHALL BE ASTM C90, 1500 FM COMPRESSIVE STRENGTH,

LIGHTWEIGHT WITH STANDARD FACE FINISH AND NOMINAL FACE

DIMENSIONS OF 8” X 16” X WIDTH AS REQUIRED FOR APPLICATION. BOND

PATTERN SHALL BE RUNNING UNLESS SHOWN OTHERWISE. MORTAR MIX

SHALL BE ASTM C270, TYPE N, FOR ABOVE GROUND APPLICATIONS.

MORTAR MATERIALS SHALL BE PORTLAND CEMENT, NATURAL COLOR,

HYDRATED LIME, MORTAR AGGREGATE AND CLEAN WATER. JOINT

REINFORCING SHALL BE GALVANIZED WELDED WIRE REINFORCING WITH

SIDE RODS. TIES AND ANCHORS SHALL BE ADJUSTABLE GALVANIZED STEEL

ANCHORS AT 16” O.C VERTICALLY AND 24” O.C. HORIZONTALLY.

EXECUTION:

COMPLY WITH PCA RECOMMENDED PRACTICES AND BIA TECH

NOTES. SAW CUT UNITS WHEN REQUIRED. MAINTAIN UNIFORM JOINT

WIDTH. PROVIDE FULL BED, HEAD AND COLLAR JOINTS, EXCEPT AT

WEEPHOLES. INSTALL LINTELS AS REQUIRED AND COORDINATE

INSTALLATION OF FLASHINGS. REMOVE AND REPLACE ANY

DAMAGED UNITS. TOOL JOINTS SLIGHTLY CONCAVE WHEN

THUMBPRINT HARD. CLEAN BRICK BY USING BUCKET AND BRUSH

METHOD AND CONCRETE MASONRY BY DRY BRUSHING.

DIVISION 05 METALS

05 5000 METAL FABRICATIONS

SUMMARY:

PROVIDE SHOP FABRICATED STEEL ITEMS INCLUDING LADDERS,

LOOSE STEEL LINTELS AND OTHER MISCELLANEOUS STEEL ITEMS.

SUBMIT SHOP DRAWINGS AND PRODUCT DATA.

PRODUCTS:

STEEL SHAPES, PLATES AND BARS SHALL BE ASTM A36. STEEL

TUBING SHALL BE ASTM A500.

EXECUTION:

CONTINUOUSLY SEAL JOINED MEMBERS BY WELDING. COMPLY WITH

AISC CODES AND ASC STRUCTURAL WELDING CODE. FABRICATE

ITEMS WITH OINTS TIGHTLY FITTED AND SECURED. GRIND EXPOSED

JOINTS FLUSH AND SMOOTH. SUPPLY COMPONENTS REQUIRED FOR

ANCHORAGE OF FABRICATIONS. PRIME PINT ALL STEEL ITEMS.

GALVANIZE ALL EXTERIOR STEEL ITEMS. INSTALL ALL ITEMS PLUMB

AND LEVEL, ACCURATELY FITTED AND FREE FROM DISTORTION OR

DEFECTS.

05 5100 METAL STAIRS

SUMMARY:

PREASSEMBLED METAL STAIRS WITH CONCRETE TREADS, HANDRAILS

OF ½” ROUND TUBING. DESIGN AND FABRICATE STEEL ASSEMBLY

TO SUPPORT A UNIFORM LIVE LOAD OF 100 LB/SF AND A

CONCENTRATED LOAD OF 300 LB WITH DEFLECTION NOT TO EXCEED

1/240 OF SPAN.

SUBMITTALS:

PROVIDE PRODUCT DATA AND SHOP DRAWINGS.

PRODUCTS:

A. STEEL PANS SHALL BE 14 GAGE WITH 2500 PSI CONCRETE FILL

AND WIRE MESH REINFORCEMENT AND RISERS OF SAME MATERIAL.

B. STRINGERS SHALL BE 10 INCH ROLLED STEEL CHANNELS. PROVIDE

CAST IRON ABRASIVE NOSINGS FULL WIDTH OF TREAD.

C. LANDINGS SHALL BE OF SAME CONSTRUCTION AS TREADS AND

REINFORCED TO ACHIEVE LOAD CAPACITY.

D. HANDRAILS SHALL BE 1 ½ INCH STEEL TUBING WITH 1” STEEL

RODS, VERTICALLY WITH SPACING TO NOT EXCEED 4” O.C. WELD,

GRIND SMOOTH AND FLUSH ALL EXPOSED JOINTS.

EXECUTION:

FIT AND SHOP ASSEMBLE IN LARGEST PRACTICAL SECTIONS. MAKE

EXPOSED JOINTS BUTT TIGHT, FLUSH AND HAIRLINE. SUPPLY

COMPONENTS REQUIRED FOR ANCHORAGE OF FABRICATIONS.

PREPARE SURFACES TO BE PRIMED IN ACCORDANCE WITH SSPC-SP

2. INSTALL COMPONENTS PLUMB AND LEVEL, ACCURATELY FITTED

AND FREE FROM DISTORTION AND DEFECTS. INTERIOR STAIRS

SHALL BE FABRICATED WITH PRIME PAINTED STEEL.

05 5980 ALUMINUM CANOPIES

SUMMARY:

PREASSEMBLED METAL STAIRS WITH CONCRETE TREADS, HANDRAILS

OF ½” ROUND TUBING. DESIGN AND FABRICATE STEEL ASSEMBLY

TO SUPPORT A UNIFORM LIVE LOAD OF 100 LB/SF AND A

CONCENTRATED LOAD OF 300 LB WITH DEFLECTION NOT TO EXCEED

1/240 OF SPAN.

SUBMITTALS:

SUBMIT PRODUCT DATA AND COMPLETE SHOP DRAWINGS.

PRODUCTS:

ACCEPTABLE MANUFACTURER: AVADEK. SUBSTITUTIONS NOT

PERMITTED. ALUMINUM FINISH SHALL BE CLEAR ANODIZED FINISH, AM-

10C-22A-31, CLASS II. CANOPY SHALL BE CAPABLE OF

WITHSTANDING DESIGN LOADS SPECIFIED BY APPLICABLE CODES.

DECK SHALL BE EXTRUDED ALUMINUM.

EXECUTION:

FASTEN TO BUILDING AS PER DETAIL AND MANUFACTURER'S

INSTALLATION INSTRUCTIONS. SET BENTS PLUMB, STRAIGHT AND

TRUE AND ADEQUATELY BRACED.

DIVISION 06 WOOD, PLASTICS & COMPOSITES

06 1000 ROUGH CARPENTRY

SUMMARY:

PROVIDE ROUGH CARPENTRY ITEMS FOR WOOD FURRING, GROUNDS

AND BLOCKING AS REQUIRED.

SUBMITTALS:

SUBMIT PRODUCT DATA.

PRODUCTS:

LUMBER SHALL COMPLY WITH PS 20, AMERICAN SOFTWOOD LUMBER

STANDARD AND INSPECTION AGENCY GRADE STAMPS. PLYWOOD

SHALL COMPLY WITH PS 1, U.S. PRODUCT STANDARD FOR

CONSTRUCTION AND INDUSTRIAL PLYWOOD; APA PRP-108.

PRESERVATIVE TREATMENT SHALL COMPLY WITH AWPA C2 FOR

LUMBER AND AWPA C9 FOR PLYWOOD WATERBORNE PRESSURE

TREATMENT. FIRE RETARDANT TREATED MATERIAL SHALL COMPLY

WITH AWPA C20 AND C27 FOR PLYWOOD. DIMENSION LUMBER SHALL

BE STUD, NO. 3 OR STANDARD GRADE.

EXECUTION:

PROVIDE NAILERS, BLOCKING AND GROUNDS WHERE REQUIRED. SET

WORK PLUMB, LEVEL AND ACCURATELY CUT. COMPLY WITH

MANUFACTURER'S REQUIREMENTS FOR TREATED MATERIALS.

06 4000 ARCHITECTURAL WOODWORK

SUMMARY:

PROVIDE INTERIOR ARCHITECTURAL WOODWORK FOR CASEWORK AND

COUNTERTOPS, WOOD PANELING, WOOD TRIM AND REFINISHING OF

EXISTING WOODWORK.

SUBMITTALS:

SUBMIT PRODUCT DATA, SHOP DRAWINGS AND MOCK-UP OF EACH TYPE.

PROVIDE COLOR SAMPLES OF PLASTIC LAMINATE FOR APPROVAL.

PRODUCTS:

COMPLY WITH AWI “ARCHITECTURAL WOODWORK STANDARDS.” PLASTIC

LAMINATE CLAD CASEWORK SHALL BE CUSTOM GRADE WITH FLUSH

OVERLAY STYLE FACE. DRAWERS SHALL HAVE DOVETAIL CONSTRUCTION,

FULL EXTENSION SIDE MOUNTED DRAWER SLIDES, POLISHED CHROME

FINISH PULLS. SHELF SUPPORTS SHALL BE SIDE MOUNTED USING

RECESSED SHELF STANDARDS OR MULTIPLE HOLES FOR PIN SUPPORTS.

PROVIDE MAGNETIC CATCHES AND EUROPEAN STYLE CONCEALED SELFCLOSING

HINGES. HIGH PRESSURE LAMINATE (HPDL) SHALL BE 0.048 INCH

FOR HORIZONTAL SURFACES, 0.028 INCH FOR VERTICAL SURFACES AND

0.020 INCH LAMINATE BACKER AS REQUIRED. PROVIDE SCREWS, NAILS OR

ANCHORS FOR PROPER INSTALLATION.

EXECUTION:

COMPLY WITH STANDARDS REFERENCED. PROVIDE TRIM FOR SCRIBING

AND SITE CUTTING. INSTALL WORK PLUMB, LEVEL AND IN PROPER

ALIGNME PROVIDE WORK FREE FROM TOOL MARKS AND BLEMISHES.

INSTALL IN LENGTHS TO MINIMIZE JOINTS AND SEAMS. SECURELY FASTEN

TO SUBSTRATES.

DIVISION 07 THERMAL AND MOISTURE PROTECTION

07 1200 BITUMINOUS WATERPROOFING

SUMMARY:

HOT/COLD APPLIED ASPHALT DAMPPROOFING

SUBMITTALS:

SUBMIT PRODUCT DATA, SHOP DRAWINGS AND WARRANTY.

PRODUCTS:

HOT-APPLIED: DAMPPROOFING ASPHALT, ASTM D449, TYPE 1

COLD-APPLIED: TROWEL GRADE ASPHALT, ASTM 4586, TYPE 1.

PROTECTION COURSE: COMPATIBLE WITH MATERIALS APPLIED.

EXECUTION:

COMPLY WITH MANUFACTURER'S INSTRUCTIONS.

07 2100 THERMAL INSULATION

SUMMARY:

BLANKET FIBERGLASS INSULATION IN EXTERIOR WALLS AND OVER

UNHEATED AREAS. ACOUSTIC BATT INSULATION AT INTERIOR PARTITIONS.

SUBMITTALS:

SUBMIT PRODUCT DATA.

PRODUCTS:

GLASS FIBER BATTS: ASTM C 665, UNFACED TO THICKNESS SCHEDULED.

EXECUTION:

INSTALL INSULATION WITH CONTINUOUS COVERAGE TO PROVIDE

OPTIMUM PERFORMANCE. SEAL JOINTS WITH PRESSURE SENSITIVE TAPE.

07 2400 EXTERIOR INSULATION AND FINISH SYSTEMS

SUMMARY:

APPLY EIFS OVER CONCRETE SURFACES.

SUBMITTALS:

SUBMIT DATA, FINISH SAMPLES, SHOP DRAWINGS, MOCK-UP AND

WARRANTY.

PRODUCTS:

TYPE EIMA CLASS PB. BASE COAT SHALL BE PORTLAND CEMENT AND

POLYMER ADHESIVE, 3/8” THICK. SECOND COAT: SAME AS BASE COAT.

FINISH COAT: POLYMER EMULSION 1/8” THICK. THERMAL INSULATION

SHALL BE MOLDED RIGID CELLULAR POLYSTYRENE TO SHAPES SHOWN

AND MECHANICALLY ATTACHED WITH CORROSION-RESISTANT

FASTENERS. REINFORCING FABRIC SHALL BE STANDARD WEIGHT

FIBERGLASS.

EXECUTION:

WRAP EDGES OF INSULATION BOARD WITH FABRIC AND FINISH COATING

AT REVEALS AND SEALANT JOINTS. PROVIDE IMPACT-RESISTANCE

REINFORCING AT AREAS SUBJECT TO ABUSE.

07 5400 TPO MEMBRANE ROOFING

SUMMARY:

SINGLE-PLY TPO ROOF MEMBRANE OVER INSULATION. PROVIDE 10-YEAR

WARRANTY FOR 45-MIL ROOF AND 15-YEAR WARRANTY FOR 60-MIL ROOF

COVERING MATERIALS AND WORKMANSHIP.

PRODUCT:

SINGLE-PLY 60-MIL MEMBRANE AND POLYISOCYNAURATE ROOF

INSULATION TO PROVIDE R-21 RATING. INSULATION AND MEMBRANE SHALL BE

MECHANICALLY FASTENED AS PER MANUFACTURER'S

RECOMMENDATIONS. PROVIDE STACK BOOTS AND EXPANSION JOINTS

WHERE SCHEDULED. PROVIDE WALKWAY PROTECTION BOARD

COMPATIBLE WITH MEMBRANE.

PROJECT TITLE

SEAL

1314 Texas Ave., 2nd Floor

Houston, Texas 77002

713.224.0456

713.224.0457 fax www.powersbrown.com

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD., SUITE

175

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

DATE

05-09-2012 ISSUE FOR REVIEW

PROJECT NO:

DRAWN BY:

CHECKED BY:

121082

PBA

JDP

SHEET TITLE

REVISION

SHEET SPECIFICATIONS

SHEET NUMBER

G005

SPECIFICATIONS

EXECUTION:

COMPLY WITH MANUFACTUER'S INSTALLATION INSTRUCTIONS.

COORDINATE ROOFING INSTALLATION WITH FLASHINGS AND METAL

ACCESSORIES TO SHED WATER PROPERLY.

07 6200 SHEET METAL FLASHING AND TRIM

SUMMARY:

PROVIDE SHEET METAL FOR EXTERIOR WALL FLASHING AND

COUNTERFLASHING. PROVIDE GUTTERS AND DOWNSPOUTS TO SIZES

AND SHAPES SHOWN.

SUBMITTALS:

SUBMIT PRODUCT DATA, SAMPLES AND SHOP DRAWINGS.

PRODUCTS:

ZINC-COATED STEEL: ASTM A 526, G90 HOT-DIP GALVANIZED, 20 GAUGE.

SHEET ALUMINUM: ASTM B 209, ALLOY 3003, CLEAR ANODIZED, 20 GAUGE.

FLEXIBLE MEMBRANE FLASHING: NON-REINFORCED FLEXIBLE BLACK

ELASTIC SHEET, 50 TO 65 MILS THICK, NEOPRENE SYNTHETIC

RUBBER SHEET. ELASTIC EXPANSION JOINTS: FACTORY-FABRICATED

METAL-FLANGED EDGES TO FIT CURBS AND CURB SUBSTRATE. AUXILIARY

MATERIALS: SOLDER COMPATIBLE WITH METAL. BITUMINOUS ISOLATION

COATING, ASPHALTIC ROOFING CEMENT, REGLETS AND METAL

ACCESSORIES.

EXECUTION:

INSTALL FLASHING AND SHEET METAL WITH PROVISION FOR EXPANSION

AND CONTRACTION. INSTALL SHEET METAL AND FLASHING TO SHED

WATER PROPERLY. INSTALL GUTTERS AND DOWNSPOUTS TO DRAIN

WATER PROPERLY. ISOLATE DISSIMILAR METALS WITH BITUMINOUS

COATING.

07 8400 FIRESTOPPING

SUMMARY:

PROVIDE FIRESTOPPING AT PENETRATIONS THROUGH FIRE-RESISTANCE

RATED FLOOR AND ROOF CONSTRUCTION, THROUGH FIRE-RESISTANCE

RATED WALLS AND PARTITIONS, THROUGH SMOKE BARRIERS AND

CONSTRUCTION ENCLOSING COMPARTMENTALIZED AREAS. COMPLY

WITH ASTM E 119, E 814 AND LOCAL REGULATIONS.

SUBMITTALS:

SUBMIT PRODUCT DATA, TEST RESULTS AND MOCK-UP OF EACH TYPE OF

JOINT.

PRODUCTS:

THROUGH-PENETRATION FIRESTOP SYSTEMS MAY BE CERAMIC-FIBER AND

MASTIC COATING, ENDOTHERMIC LATEX COMPOUNDS AND/OR

INTUMESCENT LATEX SEALANT. JOINT SEALANTS SHALL BE SINGLECOMPONENT,

NEUTRAL-CURING, SILICONE SEALANT OR MULTICOMPONENT,

NONSAG, URETHANE SEALANT.

EXECUTION:

INSPECT EXISTING AND NEW WORK FOR PROPER FIRESTOPPING PRIOR TO

CLOSE-IN OF CEILINGS AND WALLS. PROVIDE MATERIAL THICKNESSES

NECESSARY TO PROVIDE FIRE-RESISTANCE RATINGS REQUIRED BY

AUTHORITIES HAVING JURISDICTION.

07 9005 JOINT SEALERS

SUMMARY:

PROVIDE JOINT SEALERS AT INTERIOR AND EXTERIOR VERTICAL AND

HORIZONTAL JOINTS. SUBMIT MOCK-UP OF EACH JOINT TYPE.

SUBMITTALS:

SUBMIT PRODUCT DATA, SAMPLES AND MOCK-UP OF EACH JOINT TYPE

SHOWING ADHESION TEST RESULTS. SUBMIT WARRANTY TO REPAIR OR

REPLACE JOINT SEALANTS THAT DO NOT COMPLY WITH PERFORMANCE

OR OTHER REQUIREMENTS FOR A PERIOD OF MINIMUM 2 YEARS. COLORS

SHALL MATCH ADJACENT MATERIALS.

PRODUCTS:

SILICONE ELASTOMERIC JOINT SEALANTS: ONE-PART, NON-ACID-CURING

SILICONE ASTM C 920 FOR VERTICAL AND HORIZONTAL JOINTS, MODULUS

AS REQUIRED FOR APPLICATION, EXTERIOR AND INTERIOR USE.

POLYSULFIDE ELASTOMERIC JOINT SEALANTS: TWO-PART NONSAG

POLYSULFIDE SEALANT, ASTM C920 FOR VERTICAL JOINTS, EXTERIOR AND

INTERIOR USE. LATEX JOINT SEALANTS: ASTM C 834 FOR INTERIOR JOINTS

IN VERTICAL AND OVERHEAD SURFACES WITH LIMITED MOVEMENT.

SYNTHETIC RUBBER FOR ACOUSTICAL SEALANT FOR CONCEALED

JOINTS. PAVING JOINT FILLERS SHALL BE BITUMINOUS FIBER.

EXECUTION:

TEST SEALANT ADHESION FOR EACH SUBSTRATE REQUIRED. INSTALL IN

PROPER RELATION WITH ADJACENT WORK, INCLUDING BACKERS AS

REQUIRED. CLEAN ADJACENT SURFACES SOILED WITH SEALANT

IMMEDIATELY AND PROTECT UNTIL PROPERLY SURED.

07 9513 EXPANSION JOINT COVER ASSEMBLIES

SUMMARY:

ARCHITECTURAL JOINT SYSTEMS FOR BUILDING INTERIORS.

SUBMITTALS:

SUBMIT SHOP DRAWINGS AND SAMPLES FOR APPROVAL.

PRODUCTS:

CLEAR ANODIZED ALUMINUM JOINT COVERS FOR FLOOR, WALL AND

CEILING APPLICATION. FLOOR SYSTEMS SHALL BE FLUSH WITH FLOOR

FINISH. WALL AND CEILING SYSTEMS SHALL MATCH WITH ELASTOMERIC

SEAL MATERIAL.

EXECUTION:

COMPLY WITH MANUFACTURER'S INSTRUCTIONS.

DIVISION 08 OPENINGS

08 1113 HOLLOW METAL DOORS AND FRAMES

SUMMARY:

PROVIDE EXTERIOR DOORS AND FRAMES. COMPLY WITH ANSI/SDI-100

FOR STANDARD LEVEL 1 DOORS AND FRAMES.

SUBMITTALS:

SUBMIT PRODUCT DATA AND SHOP DRAWINGS.

PRODUCTS:

STANDARD SEAMLESS FLUSH PANEL DOORS WITH COMPOSITE

CONSTRUCTION, GRADE III, EXTRA-HEAVY DUTY, MINIMUM 16 GAGE

GALVANIZED SHEET STEEL, 1 ¾” THICK. FABRICATE FULLY WELDED

GALVANIZED STEEL FRAMES, 16 GAUGE, WITH DOOR SILENCERS AND

PLASTER GUARDS. PROVIDE JAMB AND FLOOR ANCHORS FOR FRAMES.

FIRE-RATED ASSEMBLIES TO COMPLY WITH NFPA 80. FACTORY PRIMED,

FIELD PAINTED WITH LOUVERS AND/OR GLAZING STOPS AS SCHEDULED.

EXECUTION:

COMPLY WITH SDI-100 AND NFPA 80 FOR FIRE-RATED ASSEMBLIES.

INSTALL FRAMES FOR SQUARENESS, ALIGNMENT AND SECURELY BRACED.

INSTALL DOORS TO ACCURATELY FRAMES AND ADJUST DOOR FOR EASE

OF OPERATION.

08 1116 ALUMINUM DOORS & FRAMES

SUMMARY:

PROVIDE INTERIOR ALUMINUM DOOR AND SIDELIGHT FRAMES.

SUBMITTALS:

SUBMIT PRODUCT DATA AND SHOP DRAWINGS.

PRODUCTS:

RACO CLASSIC EXTRUDED ALUMINUM 6063 ALLOY. FRAME, 0.062

INCH THICK, MACHINED FOR MORTISED HARDWARE WITH PROFILE AS

INDICATED. FIELD MACHINING AND DRILLING NOT ACCEPTABLE.

ANCHORS AND FASTENERS SHALL BE MANUFACTURER'S STANDARD.

FINISH SHALL BE AAMA 608.1 CLEAR ANODIZED.

EXECUTION:

ANCHOR SECURELY IN PLACE; INSTALL PLUMB, LEVEL AND IN TRUE

ALIGNMENT. COORDINATE WITH HARDWARE SECTION TO RECEIVE

SPECIFIED HARDWARE AND GLAZING SECTION TO RECEIVE GLAZING

WORK. AFTER INSTALLATION OF DOORS AND HARDWARE, ADJUST

CLEARANCES AND OPERATING PARTS SUCH THAT PARTS WILL OPERATE

PROPERLY AND NOT BIND.

08 1416 FLUSH WOOD DOORS

SUMMARY:

PROVIDE INTERIOR SOLID CORE FLUSH DOORS WITH P. LAM FACES.

COMPLY WITH AWI ARCHITECTURAL QUALITY STANDARDS.

SUBMITTALS:

SUBMIT PRODUCT DATA, SAMPLES, SHOP DRAWINGS, AND WARRANTY

FOR LIFE OF INSTALLATION.

PRODUCTS:

INTERIOR DOORS SHALL BE CUSTOM GRADE, 5-PLY CONSTRUCTION

WITH PARTICLEBOARD CORE. FACES SHALL BE GP-50, 0.050 INCH THICK

NEMA LD 3 HIGH PRESSURE PLASTIC LAMINATE. EDGES SHALL MATCH

DOOR FACE. FABRICATE TRANSOM PANELS TO MATCH DOOR. FACTORY

MACHINE DOORS FOR HARDWARE THAT IS NOT SURFACE APPLIED.

EXECUTION:

COMPLY WITH AWI QUALITY STANDARDS. COMPLY WITH NFPA 80 FOR

FIRE-RATED ASSEMBLIES. PREFIT DOORS TO FRAMES, PRE-MACHINE

DOORS FOR HARDWARE AND FACTORY BEVEL. INSTALL WITH NOT MORE

THAN 1/8 INCH CLEARANCE AT TOP AND SIDES, ¼ INCH AT BOTTOM,

UNLESS UNDERCUT IS REQUIRED. COMPLY WITH NFPA 80 FOR RATED

ASSEMBLIES.

08 3100 ACCESS DOORS & PANELS

SUMMARY:

PROVIDE ACCESS DOORS FOR WALLS AND CEILINGS.

PRODUCTS: FRAMES SHALL BE 16 GAUGE SHEET STEEL WITH FLANGE

SUITABLE FOR ADJACENT MATERIAL. DOORS SHALL BE 14 GAUGE SHEET

STEEL, FLUSH WITH CYLINDER LOCK. PROVIDE FIRE RATING WHEN

REQUIRED AND PROVIDE FACTORY PRIME FINISH FOR FIELD FINISHING.

SUBMITTALS: SUBMIT PRODUCT DATA.

PRODUCTS:

FRAMES SHALL BE 16 GAUGE SHEET STEEL WITH FLANGE SUITABLE FOR

ADJACENT MATERIAL. DOORS SHALL BE 14 GAUGE SHEET STEEL, FLUSH,

WITH CYLINDER LOCK AND SPRING LOADED HINGES. PROVIDE FIRE

RATING WHEN REQUIRED AND PROVIDE FACTORY PRIME FINISH FOR FIELD

FINISHING.

EXECUTION:

COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS.

INSTALL DOORS AND FRAMES FLUSH WITH ADJACENT MATERIAL OR

RECESSED TO RECEIVE FINISH MATERIAL. ADJUST DOORS FOR PROPER

OPERATION.

08 3313 COILING COUNTER DOORS

SUMMARY:

PROVIDE COILING COUNTER DOORS FOR OPENINGS SCHEDULED.

SUBMITTALS: SUBMIT PRODUCT DATA AND SHOP DRAWINGS.

PRODUCTS:

PROVIDE STANDARD SERVICE DOOR TYPE WITH CLEAR ANODIZED

ALUMINUM DOOR CURTAIN, FLAT-FACE SLAT PROFILE; MANUAL CHAIN

HOIST OPERATION. PROVIDE GUIDES, BRACKETS, TORSION SPRING

COUNTERBALANCE, HOOD, LIFTING HANDLES, LOCK AND OPERATING

MECHANISM.

EXECUTION:

INSTALL AS PER MANUFACTURER'S INSTRUCTIONS. INSTALL AS PER NFPA

80 WHERE REQUIRED. LUBRICATE AND ADJUST TO OPERATE EASILY, FREE

OF WARP OR TWIST.

08 3513 FOLDING DOORS

SUMMARY:

PROVIDE ACCORDION FOLDING DOORS, PANEL DOORS OR BI-FOLDING

DOORS AS SCHEDULED. INSTALLER SHALL BE APPROVED BY DOOR

MANUFACTURER.

SUBMITTALS: SUBMIT SAMPLES AND PRODUCT DATA.

PRODUCTS:

ACCORDIAN DOORS SHALL BE TOP-SUPPORTED DOORS WITH VINYL

PANELS REINFORCED WITH WOVEN BACKING. DOORS WITH PANELS SHALL

BE ¾ INCH THICK PARTICLEBOARD WITH FIELD FINISHED. WOOD VENEER

OR WITH PLASTIC LAMINATE FACE PANELS. TOP TRACK SHALL BE STEEL

CHANNEL DESIGNED TO LIMIT DEFLECTION AND TO CONTAIN 4-WHEEL

CARRIER. INTERNAL HARDWARE SHALL HAVE GALVANIZED STEEL

PANTOGRAPH. PROVIDE, WHERE SCHEDULED, SOUND BLOCKS ON ALL

SIDES OF PARTITION. PROVIDE LEAD POSTS AND JAMB MOLDING. PROVIDE

LATCHES, LOCKS AND TRACK MOULDINGS FOR COMPLETE INSTALLATION.

STACK SINGLE DOORS AT ONE-END OF OPENING, CENTER-OPENING

DOORS AT EACH END.

EXECUTION:

COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS.

STANDARD BOTTOM CLEARANCE SHALL BE ¼ INCH. ADJUST AS

NECESSARY FOR SMOOTH, QUIET OPERATION WITHOUT WARPING OR

BINDING.

08 4313 ALUMINUM-FRAMED STOREFRONTS

SUMMARY:

PROVIDE ALUMINUM ENTRANCES, SIDELIGHTS AND STOREFRONT

FRAMING FOR SINGLE-STORY APPLICATION. USE kAWNEER SERIES 450/451

AS BASIS OF DESIGN. SYSTEM SHALL BE CAPABLE OF WITHSTANDING

STRUCTURAL LOADS, THERMAL MOVEMENT AND MOVEMENT OF

STRUCTURE INDICATED ON THE DRAWINGS.

SUBMITTALS:

SUBMIT PRODUCT DATA, SHOP DRAWINGS AND 5-YEAR WARRANTY.

PRODUCTS:

FRAMING MEMBERS SHALL BE STANDARD EXTRUDED-ALUMINUM FRAMING

OF THICKNESS REQUIRED TO SUPPORT IMPOSED LOADS. FINISH SHALL BE

CLASS II, CLEAR ANODIC FINISH. GLAZING GASKETS SHALL BE

MANUFACTURER'S STANDARD COMPRESSION TYPE, REPLACEABLE, THAT

MAINTAIN UNIFORM PRESSURE AND WATERTIGHT SEAL. ENTRY DOORS

SHALL BE 1 ¾” THICK MEDIUM CONCEALED WELDED STYLE AND RAIL

DOORS WITH TEMPERED SINGLE GLAZING AND OFFSET PIVOT HANGING

DEVICE. CLOSER SHALL BE CONCEALED IN DOOR HEAD. GLAZING SYSTEM

SHALL BE SINGLE AND/OR INSULATED AS SCHEDULED. ALUMINUM FINISH

SHALL BE CLEAR ANODIZED. FABRICATE MEMBERS WITH PROFILES THAT

ARE SHARP, STRAIGHT AND FREE OF DEFECTS OR DEFORMATION.

FASTENS, ANCHORS AND CONNECTION DEVICES SHALL BE CONCEALED

FROM VIEW TO GREATEST EXTENT POSSIBLE.

EXECUTION:

ANCHOR SECURELY IN PLACE; INSTALL PLUMB, LEVEL AND IN TRUE

ALIGNMENT. ISOLATE DISSIMILAR MATERIALS AND COORDINATE WITH

GLAZING AND HARDWARE REQUIREMENTS. ADJUST DOORS FOR SMOOTH

OPERATION AND TIGHT FIT.

08 4413 GLAZED ALUMINUM CURTAIN WALLS

SUMMARY:

ALUMINUM GLAZED WALL SYSTEM FOR MULTI-STORY APPLICATION.

KAWNEER 1600 SERIES AS BASIS OF DESIGN.

SUBMITTALS:

SUBMIT PRODUCT DATA, SHOP DRAWINGS AND 5-YEAR WARRANTY.

PRODUCTS:

SIMILAR TO ABOVE WITH CENTER GLAZING AND THERMAL BREAKS AND INTERIOR

DRAINAGE SYSTEM. ALUMINUM FINISH SHALL BE CLEAR ANODIZED.

EXECUTION:

INSTALL ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS.

ANCHOR SECURELY IN PLACE; PLUMB, LEVEL AND IN TRUE ALIGNMENT.

COORDINATE WITH GLAZING, SEALANTS, AND HARDWARE SECTIONS.

08 6200 UNIT SKYLIGHTS

SUMMARY:

INDIVIDUAL PLASTIC DOUBLE DOME SKYLIGHTS ON INSULATED PERIMETER

FRAME TO SIZE AS SCHEDULED.

SUBMITTALS:

SUBMIT PRODUCT DATA, SHOP DRAWINGS AND WARRANTY AGAINST

LEAKAGE, YELLOWING OR DETERIORATION OF HERMETIC SEAL.

PRODUCT:

FACTORY-ASSEMBLED UNITS THAT INCLUDE GLAZING, INSULATED CURB,

GASKETS AND INTEGRAL FLASHING. DOME SHALL BE UVA FORMULATED

WITH UV ABSORBER WITH OUTER DOME OF GRAY-TINTED ACRYLIC AND

INNER DOME OF COLORLESS ACRYLIC GLAZING. ALUMINUM FRAME SHALL

BE CLEAR ANODIZED FINISH WITH CORE INSULATION. PROVIDE STEEL BAR

SECURITY GRILL OVER TOP OF UNIT.

EXECUTION:

COORDINATE SKYLIGHT INSTALLATION WITH ROOFING ELEMENTS. INSTALL

ACCORDING TO MANUFACTURER'S INSTRUCTIONS. ANCHOR SECURELY

TO SUPPORTING SUBSTRATES. CLEAN EXPOSED SURFACES.

08 7100 DOOR HARDWARE

SUMMARY:

PROVIDE HARDWARE FOR EXTERIOR AND INTERIOR DOORS. COMPLY WITH

CODE AND ACCESSIBILITY REQUIREMENTS.

SUBMITTALS:

SUBMIT PRODUCT DATA, SAMPLES, HARDWARE SCHEDULE AND MAINTENANCE

DATA. PROVIDE A DHI HARDWARE CONSULTANT TO REVIEW SELECTION AND

INSTALLATION. SUBMIT 5-YEAR WARRANTY FOR CLOSERS.

PRODUCTS:

PROVIDE COMMERCIAL LEVEL QUALITY HARDWARE. BUTTS SHALL BE PRIME FINISH;

PROVIDE 1 ½ SETS FOR DOORS UP TO 7'-6” AND 2 SETS FOR TALLER DOORS.

LOCKSETS AND LATCHSETS SHALL BE MORTISE AND/OR CYLINDER TYPE WITH

LEVER DESIGN AND FINISH AS SELECTED. KEY TO OWNER'S REQUIREMENTS.

CLOSERS SHALL FULLY HYDRAULIC, FULL RACK AND PINION ACTION WITH 1 ½ INCH

DIAMETER PISTON. PROVIDE SURFACE MOUNTED OR CONCEALED AS SCHEDULED.

EXIT DEVICES SHALL BE TOUCHPAD TYPE IN FINISH TO MATCH BALANCE OF DOOR

HARDWARE. DEVICES SHALL BE UL LISTED. PROVIDE PUSH/PULL PLATES, KICK

PLATES, STOPS, SILENCERS, THRESHOLDS AND WEATHERSTRIPPING AS REQUIRED.

PROVIDE 3 CHANGE KEYS PER LOCK AND KEY CONTROL CABINET FOR

NUMBER OF LOCKS PLUS 10%.

EXECUTION:

COMPLY WITH DHI RECOMMENDED LOCATIONS AND ADJUST EACH

OPERATING ITEM TO ENSURE PROPER OPERATION.

08 8000 GLAZING

SUMMARY:

PROVIDE GLASS AND GLAZING FOR UNITS NOT FACTORY GLAZED. INSULATED

GLASS SHALL HAVE VISTEON GRAY 2000 AS BASIS OF DESIGN.

SUBMITTALS:

SUBMIT PRODUCT DATA, SAMPLES, SHOP DRAWINGS, WARRANTY AND

MAINTENANCE DATA. PROVIDE SIMILAR REQUIREMENTS FOR MIRRORS WITH

5-YEAR WARRANTY.

PRODUCTS:

PRIMARY GLASS SHALL BE ASTM C1036, TYPE I, CLEAR, FLOAT AND/OR TINTED

FLOAT AS SCHEDULED. HEAT TREATED PRODUCTS SHALL BE ASTM C1048, TYPE I,

HEAT-STRENGTHENED, TEMPERED COATED. LAMINATED GLASS SHALL ASTM C1172

WITH POLYVINYL BUTYRAL INTERLAYER. FACTORY SEALED INSULATING UNITS

SHALL COMPLY WITH ASTM E 774, CLASS A, 1 INCH THICK. HIGH PERFORMANCE

COATINGS SHALL BE LOW-E TYPE. GLAZING SHALL HAVE ELASTOMERIC SEALANT

GLAZING WITH SETTING BLOCKS, SPACERS AND COMPRESSIBLE FILLER RODS AS

REQUIRED. MIRRORS SHALL BE 6 MM ANNEALED MONOLITHIC GLASS WITH

SILVERING AND PROTECTIVE COATING. PERFORMANCE COATINGS SHALL BE LOW-E

TYPE. GLAZING SHALL HAVE ELASTOMERIC SEALANT GLAZING WITH SETTING

BLOCKS, SPACERS AND COMPRESSIBLE FILLER RODS AS REQUIRED. MIRRORS

SHALL BE 6 MM ANNEALED MONOLITHIC GLASS WITH SILVERING AND PROTECTIVE

COATING.

EXECUTION:

COMPLY WITH FGMA GLAZING MANUAL AND MANUFACTURER'S

RECOMMENDATIONS. PROTECT GLASS EDGES FROM DAMAGE. INSTALL SETTING

BLOCKS AND SPACERS AS REQUIRED. INSTALL COMPRESSION GASKETS BETWEEN

GLASS AND FRAME SO IT IS SECURELY IN PLACE WITH JOINTS MITER CUT AND

BONDED TOGETHER AT CORNERS FOR A WEATHERTIGHT SEAL. SET MIRRORS ON

STAINLESS STEEL CHANNELS AND ADHERE TO WALL WITH MASTIC.

08 9100 LOUVERS

SUMMARY:

PROVIDE ANODIZED ALUMINUM OPERATING LOUVERS AND FRAMES AS

SCHEDULED. DESIGN TO RESIST POSITIVE AND NEGATIVE WIND LOAD OF 25

PSF WITHOUT DAMAGE. DESIGN TO ALLOW MAXIMUM OF 0.01 OZ/SQ FT.

WATER PENETRATION

SUBMITTALS: SUBMIT SHOP DRAWINGS FOR APPROVAL.

PRODUCTS:

FACTORY FABRICATED AND ASSEMBLED COMPLETE WITH FRAME, MULLIONS AND

ACCESSORIES; AMCA CERTIFIED UNDER AMCA 511. DRAINABLE BLADES WITH RAIN

STOP AND MATCHING BIRD SCREEN ATTACHED ON THE INTERIOR.

EXECUTION:

INSTALL LOUVERS PLUMB AND LEVEL WITH FLASHING TO ENSURE

PROPER DRAINAGE. SECURE IN WALL OPENING WITH CONCEALED

FASTENERS. ADJUST OPERABLE LOUVERS FOR FREEDOM OF

MOVEMENT.

DIVISION 09 FINISHES

09 2116 GYPSUM BOARD ASSEMBLIES

SUMMARY:

GYPSUM WALLBOARD AS FINISH FOR INTERIOR WALLS AND CEILINGS AND SHAFT

WALLS WITH TAPE AND JOINT COMPOUND FINISH. INSTALL CEMENTITIOUS BACKER

UNITS AS BASE FOR TILE. GYPSUM BOARD SCREW ATTACHED TO NON-LOAD

BEARING GALVANIZED FRAMING AND FURRING. PROVIDE SHAFT WALL ASSEMBLIES

FOR ELEVATORS AND CHASE ENCLOSURES.

PROJECT TITLE

1314 Texas Ave., 2nd Floor

Houston, Texas 77002

713.224.0456

713.224.0457 fax www.powersbrown.com

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD., SUITE

175

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

SUBMITTALS:

SUBMIT PRODUCT DATA ON MATERIAL AND ACCESSORIES.

PRODUCTS:

WALLBOARD ASTM C 36, 5/8 INCH THICK. CEMENTITIOUS BACKER UNITS, ANSI A

118.9, CEMENT-COATED PORTLAND CEMENT PANELS. JOINT TREATMENT SHALL BE

ASTM C 1178, 3-COAT SYSTEM. TRIM ACCESSORIES SHALL BE METAL CORNERBEAD,

EDGE TRIM AND CONTROL JOINTS. STEEL STUDS SHALL BE ASTM C 645, 22 GAUGE,

“C” SHAPED SET IN RUNNERS TO MATCH SPACED AT 16” O.C. SEE DRAWINGS FOR

DEPTH. STEEL FRAMING FOR SUSPENDED AND FURRED CEILINGS SHALL USE 25

GAUGE STANDARD CHANNELS. SHAFT WALL, ASTM C 1396, 1 INCH THICK, SQUARE

WITH TONGUE AND GROOVE EDGES. AUXILIARY MATERIALS SHALL INCLUDE

GYPSUM BOARD SCREWS AND SOUND ATTENUATION BLANKETS WHERE

SCHEDULED. INSTALL SUPPLEMENTARY FRAMING FOR SHAFT WALLS AS REQUIRED

FOR BLOCKING, BRACING AND SUPPORT OF LOADS OF FIXTURES, HANDRAILS, AND

EQUIPMENTS.

GENERAL NOTES

EXECUTION:

INSTALL WALLBOARD ACROSS FRAMING WITH JOINTS ONLY OVER FRAMING

MEMBERS. APPLY TO CEILING BEFORE WALL APPLICATION. DO NOT ALLOW

BUTT-TO-BUTT JOINTS. PROVIDE BLOCKING FOR SUCH ITEMS AS RAILINGS, GRAB

BARS, CASEWORK, TOILET ACCESSORIES AND SIMILAR ITEMS. PROVIDE

ACOUSTICAL SEALANT AT RUNNER TRACKS, WALL PERIMETERS, OPENINGS AND

CONTROL JOINTS AND WHERE SHAFT WALLS ABUT OTHER WORK. INSTALL GYPSUM

BOARD ASSEMBLIES TRUE, PLUMB, LEVEL AND IN PROPER RELATION TO ADJACENT

SURFACES. PROVIDE 3-COAT JOINT TREATMENT TO LEVEL 4 FINISH UNLESS

SPECIFICALLY SHOWN OTHERWISE.

092236.23 METAL LATH

SUMMARY:

METAL LATH FOR PORTLAND CEMENT PLASTER.

SUBMITTALS: SUBMIT PRODUCT DATA.

PRODUCTS:

DIAMOND MESH METAL LATH, ASTM C 847, WEIGHT 2.5 LB/SQ FT., GALVANIZED AND

SELF FURRING. CHANNELS SHALL BE ¾ INCH DEEP

X 1 ½ INCH HIGH X 0.05 INCH THICK ACCESSORIES SHALL GALVANIZED INCLUDE

STEEL HANGER WIRE, BEADS, SCREEDS AND OTHER TRIM.

EXECUTION:

INSTALL LATH IN ACCORDANCE WITH ASTM C 1063. SECURE CARRYING CHANNELS

@ 6 FT. O.C. MAXIMUM. APPLY LATH TAUNT WITH LONG DIMENSION

PERPENDICULAR TO SUPPORTS. ATTACH LATH TO SUPPORTS @ 6 INCHES O.C.

PROVIDE CASING BEADS, STRIP MESH DIAGONALLY AT CORNERS OF OPENINGS

AND CONTROL JOINTS AS INDICATED. ACCESSORIES SHALL BE GALVANIZED.

09 2400 PORTLAND CEMENT PLASTERING

SUMMARY:

INTERIOR AND EXTERIOR STUCCO FINISH.

PRODUCTS:

PREMIXED PLASTER FOR 3-COAT APPLICATION. APPLY BASE COAT 3/8” THICK,

SECOND COAT 3/8” AND FINISH COAT 1/8” THICK TO APPROVED FINISH TEXTURE.

MAXIMUM VARIATION IN TRUE FLATNESS 1/8 INCH IN 10 FT. ADD ½”

POLYPROPYLENE FIBER FOR INCREASED COHESIVENESS.

EXECUTION:

APPLY IN ACCORDANCE WITH ASTM REQUIREMENTS.

09 3000 TILING

SUMMARY:

CERAMIC, QUARRY AND PORCELAIN TILE FOR FLOORS, CEILINGS, SHOWERS AND

COUNTERS OVER CEMENTITIOUS TILE BACKER BOARD INSTALLED UNDER GYPSUM

BOARD SECTION. WHERE COLOR VARIATIONS OCCUR, BLEND TILE AND PACKAGE

AT FACTORY.

DATE REVISION

05-09-2012 ISSUE FOR REVIEW

PROJECT NO:

DRAWN BY:

CHECKED BY:

121082

PBA

Checker

SHEET TITLE

SHEET SPECIFICATIONS

SUBMITTALS: SUBMIT PRODUCT DATA, CERTIFICATES AND SAMPLES OF EACH TYPE.

PRODUCTS:

UNGLAZED CERAMIC MOSAIC TILE TO SIZES SHOWN ON DRAWINGS WITH PLAIN

FACE AND CUSHION EDGES. GLAZED WALL TILE WITH PLAIN FACE AND MODIFIED

SQUARE EDGE. UNGLAZED QUARRY TILE SHALL BE ABRASIVE EDGED FLAT TILE, 3/8

INCH THICKNESS WITH PLAIN FACE. SETTING MATERIALS SHALL BE THIN-SET

ORGANIC ADHESIVE. GROUT SHALL BE COMMERCIAL LATEX PORTLAND CEMENT

GROUT, ASTM A118.6.

EXECUTION:

COMPLY WITH ANSI INSTALLATION STANDARDS FOR MATERIALS SHOWN.

SEAL

SHEET NUMBER

G006

SPECIFICATIONS

LAYOUT TILE IN PATTERN INDICATED WITH UNIFORM JOINT WIDTHS IN

ACCORDANCE WITH TCA HANDBOOK METHOD F 113 FOR FLOORS AND W244 FOR

WALLS. LAY OUT TILE BY CENTERING IN BOTH DIRECTIONS OF SPACE OR WALL.

PERFORM CUTTING AND DRILLING WITHOUT MARRING VISIBLE SURFACES. ALIGN

JOINTS IN FLOOR, BASE AND WALLS. VERIFY THAT FLOORS ARE SMOOTH AND FLAT

BEFORE BEGINNING. MAKE TILE JOINTS WATERTIGHT, WITHOUT VOIDS, CRACKS OR

EXCESS MORTAR. USE MILDEW-RESISTANT SILICONE SEALANT FOR TILE JOINTS.

UPON COMPLETION, CLEAN RESIDUE FROM TILE FACE AS SOON AS POSSIBLE. WITH

CLEANER RECOMMENDED BY TILE MANUFACTURER.

09 3033 STONE TILING

SUMMARY:

STONE TILE FOR FLOORS, CEILINGS AND SHOWERS OVER CEMENTITIOUS BACKER

BOARD.

SUBMITTALS: SUBMIT PRODUCT DATA, SHOP DRAWINGS AND SAMPLES FOR

APPROVAL.

PRODUCTS:

TILES THAT ARE DIMENSIONALLY CONSISTENT, ACCURATELY CUT AND FREE OF

DEFECTS. FACE DIMENSIONS SHOULD NOT VARY BY +/- 1/64”. BACK OF PIECES

SHOULD BE SMOOTH AND FLAT. SEE FINISH SCHEDULE FOR STONE, TYPE, VARIETY

AND COLOR. INSTALL USING ORGANIC ADHESIVE AND STANDARD POLYMER

MODIFIED CEMENT GROUT.

EXECUTION:

LIPPAGE SHALL CONFORM TO A108.22. LAY TILE TO PATTERN SHOWN WITH

UNIFORM JOINTS. COMPLY WITH REQUIREMENTS OF ANSI A108. ACCURATELY

FORM INTERSECTIONS AND RETURNS. ALIGN JOINTS WITH ADJOINING TILES ON

FLOOR, BASE AND WALLS. REPLACE ANY HOLLOW SOUNDING UNITS. CLEAN TILES

AFTER SETTING AND GROUTING IS COMPLETE USING PROCEDURES

RECOMMENDED BY MANUFACTURER.

09 5100 ACOUSTICAL CEILINGS

SUMMARY:

ACOUSTICAL LAY-IN CEILINGS AND METAL SUSPENSION SYSTEM.

SUBMITTALS:

SUBMIT PRODUCT DATA AND SAMPLES FOR APPROVAL.

PRODUCTS:

MINERAL FIBER TILE THAT COMPLY WITH ASTM E1264, 24”X24”X3/4”,WHITE, WITH

FISSURED FACE AND TEGULAR EDGE. SUSPENSION SYSTEM SHALL BE STANDARD,

EXPOSED GRID, 15/16” WIDTH, INTERMEDIATE DUTY AND WHITE PAINTED FINISH.

PROVIDE PERIMETER EDGE MOLDING TO MATCH. PROVIDE GALVANIZED WIRE

HANGERS, BRACES AND TIES.

EXECUTION:

INSTALL TO COMPLY WITH ASTM C636. RIGIDLY SECURE SUSPENSION SYSTEM.

HANG SYSTEM INDEPENDENT OF WALLS, COLUMNS, DUCTS, ETC. LAYOUT CEILING

TO AVOID LESS THAN HALF PANEL UNITS. FIT ACOUSTICAL UNITS IN PLACE, FREE

OF DAMAGED UNITS AND PATTERN PARALLEL TO LONGEST ROOM AXIS.

09 5423 LINEAR METAL CEILINGS

SUMMARY:

SUSPENDED, PRE-FINISHED, STEEL AND OR ALUMINUM CEILING PANELS.

SUBMITTALS:

SUBMIT PRODUCT DATA AND SAMPLES FOR APPROVAL.

PRODUCTS:

STEEL CEILING PANELS THAT COMPLY WITH ASTM E1264 SHALL BE 24 GAUGE

ZINC-COATED STEEL WITH CLASS B BAKED ENAMEL FINISH AND PERFORATED FACE

PATTERN. ALUMINUM METAL PANELS SHALL BE 0.020 INCH THICK ALUMINUM SHEET

WITH PERFORATED FACE. FINISH SHALL BE CLEAR ANODIZED. SUSPENSION

SYSTEM SHALL HAVE PANEL CARRIERS WITH BRACING CHANNELS MINIMUM 25

GAUGE ELECTRO-GALVANIZED STEEL AND SECURED WITH HANGER WIRE.

EXECUTION:

INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS.

DO NOT HANG FROM STEEL FORMS OR FLOOR DECK. INSTALL SUSPENSION

SYSTEM SO THEY ARE SQUARE, LEVEL AND SECURELY INTERLOCKED WITH ONE

ANOTHER. REPLACE ANY DAMAGED OR DENTED MEMBERS.

09 6429 WOOD STRIP FLOORING

SUMMARY:

HARDWOOD STRIP AND PLANK FLOORING NAILED TO SUBSTRATE. SAND AND

REFINISH EXISTING WOOD FLOORING.

SUBMITTALS:

SUBMIT PRODUCT DATA AND SAMPLES FOR APPROVAL.

PRODUCTS:

PROVIDE PLAIN SAWN, SELECT GRADE SOLID WHITE OAK, 25/32 INCH THICK.

PROVIDE ADHESIVE, UNDERLAYMENTS, AND FASTENERS AS RECOMMENDED BY

MANUFACTURER.

EXECUTION:

PLACE POLYETHYLENE BARRIER OVER SUBFLOOR, SEALING EDGES. INSTALL

SLEEPERS TO LEVEL LINE AND FASTEN TO CONCRETE SUBSTRATE. INSTALL FINISH

FLOORING IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, LAYING

PARALLEL TO LENGTH OF ROOM. FINISH FLOOR BY SANDING UNTIL SMOOTH AND

FREE OF SANDER MARKS. APPLY STAIN AS PER MANUFACTURER'S INSTRUCTIONS,

LIGHTLY BUFFING BETWEEN COATS.

09 6500 RESILIENT FLOORING

SUMMARY:

INSTALL VCT, RUBBER, BASE AND STAIR TREADS.

SUBMITTALS:

SUBMIT PRODUCT DATA AND SAMPLES FOR APPROVAL.

PRODUCTS:

VINYL COMPOSITION TILE, ASTM F1066, COMPOSITION 1, NON ASBESTOS

FORMULATED AS CLASS 1, 12”X12”X1/8” THICK. RESILIENT BASE SHALL BE

VULCANIZED RUBBER, 4” HIGH, TOP SET COVE IN COLORS AS SELECTED. PROVIDE

EXTERNAL PREMOLDED CORNERS AND END STOPS.

EXECUTION:

VERIFY FLOOR SURFACES ARE FLAT AND FREE OF MOISTURE AS PER ASTM F710.

LAY OUT FLOOR TILES FROM CENTER MARKS ESTABLISHED WITH PRINCIPAL

WALLS. INSTALL TILE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. LAY

FLOORING IN PLACE WITH TIGHT JOINTS AND SEAMS PARALLEL TO BUILDING LINE.

PRESS WITH HEAVY ROLLER TO ATTAIN FULL ADHESION. BOND BASE TIGHTLY TO

WALL. MITER INTERNAL CORNERS; USE PREMOLDED UNITS FOR EXTERNAL UNITS.

REMOVE EXCESS ADHESIVE, CLEAN, SEAL AND WAX IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS.

09 6800 CARPETING

SUMMARY:

DIRECT-GLUED CARPET AND ACCESSORIES.

SUBMITTALS:

SUBMIT PRODUCT DATA AND SAMPLES FOR APPROVAL. SUBMIT MANUFACTURER'S

STANDARD WARRANTY TO INCLUDE EDGE RAVELING, SNAGS, RUNS AND

DELAMINATION.

PRODUCTS:

SEE FINISH SCHEDULE FOR CARPET MATERIAL AND PATTERN. PROVIDE FLOOR

FILLER AS REQUIRED FOR A LEVEL INSTALLATION. USE ADHESIVE AS

RECOMMENDED BY CARPET MANUFACTURER.

EXECUTION:

VERIFY FLOOR SURFACES ARE FLAT AND FREE OF MOISTURE. VERIFY CARPET

MATCH BEFORE CUTTING TO ENSURE MINIMAL VARIATION BETWEEN DYE LOTS.

INSTALL PATTERN PARALLEL TO WALLS AND BORDERS. APPLY ADHESIVE TO

FLOOR AT A UNIFORM RATE AND PRESS CARPET INTO ADHESIVE. ROLL WITH

HEAVY ROLLER TO ENSURE COMPLETE CONTACT OF CARPET. CLEAN CARPET OF

EXCESS ADHESIVE AND OTHER SURFACE BLEMISHES. REMOVE YARNS THAT

PROTRUDE FROM CARPET AND VACUUM TO CLEAN.

09 6813 CARPET TILES

SUMMARY:

PROVIDE CARPET MODULES FULLY ADHERED TO SUBSTRATE.

SUBMITTALS:

SUBMIT PRODUCT DATA, SHOP DRAWINGS AND SAMPLES FOR APPROVAL.

PRODUCTS:

SEE FINISH SCHEDULE FOR CARPET TILE PATTERN AND COLOR. PROVIDE FLOOR

FILLER AS REQUIRED FOR A LEVEL INSTALLATION. USE ADHESIVE AS

RECOMMENDED BY TILE MANUFACTURER.

EXECUTION:

VERIFY FLOOR SURFACES ARE FLAT AND FREE OF MOISTURE. APPLY ADHESIVE TO

FLOOR AT A UNIFORM RATE AND PRESS TILES IN PLACE WITH TIGHT SEAMS AND

TILE GRAIN RUNNING IN THE SAME DIRECTION. CUT AND FIT TILE TO ABUT TIGHTLY

TO VERTICAL SURFACES AND BUILT-IN FURNITURE. PROVIDE EDGE GUARD AT

CHANGE OF FLOOR MATERIALS.

09 6900 ACCESS FLOORING

SUMMARY:

ELEVATED, MODULAR PANELS, FLOOR COVERING AND SUPPORT SYSTEM.

SUBMITTALS:

SUBMIT PRODUCT DATA, DETAIL SHEETS, TEST REPORTS AND SAMPLES FOR

APPROVAL.

PRODUCTS:

PEDESTAL ASSEMBLY SHALL BE CORROSION RESISTANT, ALL STEEL WELDED

CONSTRUCTION WITH ADJUSTMENT RANGE OF +/- 1”.

STRINGERS SHALL BE INDIVIDUALLY AND RIGIDLY FASTENED TO THE PEDESTAL TO

PROVIDE STRINGER GRID TO ENSURE MAXIMUM LATERAL STABILITY IN ALL

DIRECTIONS. FLOOR PANELS SHALL CONSIST OF A STEEL BOTTOM PAN FILLED

WITH LIGHTWEIGHT CEMENTITIOUS MATERIAL. FASTEN PANS TO PEDESTAL HEADS

SO THERE WILL BE A PANEL GAP NOT TO EXCEED 0.015”. FINISH PANEL SURFACE

WITH COVERING AS INDICATED ON FINISH SCHEDULE. HIGH PRESSURE LAMINATE

SHALL MEET REQUIREMENTS OF NEMA LD3, GRADE HDH.

EXECUTION:

COORDINATE INSTALLATION OF ACCESS FLOOR WITH OTHER TRADES TO MAINTAIN

INTEGRITY OF THE INSTALLED SYSTEM. INSTALLED PANELS SHALL BE STRAIGHT

AND SQUARE SO THAT DISTANCE FROM ANY LINE OF 12 PANELS IS NOT LESS THAN

24 FEET OR MORE THAN 24' 1/8”.

09 7200 WALL COVERING

SUMMARY:

VINYL COATED WALL COVERING AND SURFACE PREPARATION.

SUBMITTALS:

SUBMIT PRODUCT DATA AND SAMPLES FOR APPROVAL. BUILD MOCK-UP WHERE

REQUIRED TO VERIFY SELECTIONS.

PRODUCTS:

VINYL WALL COVERING TYPE TO COMPLY WITH FS CCC-W-408A TYPE II MEDIUM

DUTY. SEE FINISH SCHEDULE FOR SPECIFIC COLOR AND PATTERN. PRIMER/SEALER

AND ADHESIVE SHALL BE TYPE RECOMMENDED BY MANUFACTURER TO SUIT

APPLICATION TO SUBSTRATE.

EXECUTION:

SUBSTRATE SHALL BE SMOOTH AND FREE OF IRREGULARITIES. APPLY ADHESIVE

TO WALL SURFACE IMMEDIATELY BEFORE APPLICATION AND ALLOW TO SET TACK

FREE. USE WALL COVERING IN ROLL NUMBER SEQUENCE. APPLY WALL COVERING

WITHOUT WRINKLES, GAPS OR OVERLAPS. HORIZONTAL SEAMS ARE NOT

ACCEPTABLE. DO NOT SEAM WITHIN 2 INCHES OF INTERNAL CORNERS OR 6

INCHES OF EXTERNAL CORNERS.

09 9100 PAINTING

SUMMARY:

PAINTING AND SURFACE PAINTING FOR EXTERIOR AND INTERIOR UNFINISHED

SURFACES AS SCHEDULED. PROVIDE PRODUCT DATA AND SAMPLES OF EACH

TYPE OF PAINT USED. FOLLOW MANUFACTURER'S RECOMMENDED PROCEDURES

FOR BEST RESULTS. DOP NOT APPLY MATERIALS WHEN SURFACE AND AMBIENT

TEMPERATURES ARE OUTSIDE THE RANGES REQUIRED BY THE PAINT

MANUFACTURER. ALL MATERIAL SHALL BE READY-MIXED AND USED WITHOUT

THINNING OR DILUTING.

SUBMITTALS:

SUBMIT PRODUCT DATA AND COLOR SAMPLES FOR VERIFICATION. APPLY MOCK-UP

TO VERIFY SELECTIONS.

PRODUCTS:

PROVIDE FIRST-LINE COMMERCIAL PRODUCTS, SHERWIN-WILLIAMS OR EQUAL, FOR

ALL COATING SYSTEMS. CONCRETE/MASONRY SHALL HAVE ONE COAT OF FILLER

AND TWO COATS OF FLAT ALKYD ENAMEL.

FERROUS METALS SHALL HAVE ONE COAT OF LATEX PRIMER AND TWO COATS OF

LATEX ENAMEL. GALVANIZED METAL SHALL HAVE ONE COAT OF GALVANIZE

PRIMER AND TWO COATS OF LATEX ENAMEL. GYPSUM DRYWALL SHALL HAVE ONE

COAT OF LATEX PRIMER AND TWO COATS OF SATIN LATEX FINISH. WOOD FOR

PAINTED FINISH SHALL HAVE ONE COAT ALKYD ENAMEL UNDERCOAT AND TWO

COATS SEMI GLOSS ALKYD ENAMEL. STAINED WOOD SHALL HAVE ONE COAT

WATER BASE WOOD STAIN, ONE COAT BAASE SEALER AND TWO COATS WATER

BASE VARNISH.

EXECUTION:

CLEAN SURFACES THOROUGHLY AND CORRECT DEFECTS PRIOR TO COATING

APPLICATION. TINT EACH UNDERCOAT A LIGHTER SHADE TO FACILITATE

IDENTIFICATION OF EACH COAT. APPLY PAINTS TO PRODUCE SURFACE FILMS

WITHOUT CLOUDINESS, HOLIDAYS, LAPS, BRUSH MARKS, RUNS, SAGS OR OTHER

SURFACE IMPERFECTIONS. PAINTED CONCRETE AND MASONRY SHALL HAVE DIRT

AND OTHER FOREIGN MATTER REMOVED WITH TRI-SODIUM PHOSPHATE. PAINTED

GYPSUM SHALL HAVE MINOR DEFECTS CORRECTED WITH FILLER COMPOUND.

GALVANIZED SURFACES SHALL HAVE APPLIED A COAT OF ETCHING PRIMER.

SHOP-PRIMED SURFACES SHALL HAVE LOOSE PRIMER AND RUST REMOVED. PRIME

BARE STEEL SURFACES. WOOD SURFACES SHALL BE WIPED CLEAN AND KNOTS,

PITCH STREAKS AND SAPPY SECTIONS SEALED. FILL NAILHOLES AND SAND

LIGHTLY BETWEEN COATS. METAL DOORS SHALL HAVE TOP AND BOTTOM EDGE

SURFACES PAINTED. APPLY COATS TO DRY BEFORE NEXT COAT IS APPLIED.

RE-INSTALL ELECTRICAL COVER PLATES, HARDWARE, LIGHT FIXTURES, ETC.

REMOVED PRIOR TO FINISHING.

DIVISION 10 SPECIALTIES

10 1101 VISUAL DISPLAY BOARDS

SUMMARY:

MARKERBOARDS, TACKBOARDS AND ACCESSORIES.

SUBMITTALS:

SUBMIT PRODUCT DATA AND SAMPLES FOR APPROVAL.

PRODUCTS:

MARKERBOARDS SHALL HAVE PORCELAIN ENAMEL FACE FOR LIQUID-TYPE

MARKERS. CHALKBOARDS SHALL HAVE PORCELAIN ENAMEL FACE AND CORE

MATERIAL. TACK BOARDS SHALL HAVE VINYL-FACED CORK. TRIM, WHERE

INDICATED SHALL HAVE METAL FRAME, ANODIZED FINISH.

EXECUTION:

INSTALL IN COMPLIANCE WITH MANUFACTURER'S INSTRUCTIONS.

10 1400 SIGNAGE

SUMMARY:

INTERIOR DOOR AND ROOM SIGNS TO COMPLY WITH ADAAG AND APPLICABLE

CODES.

SUBMITTALS:

SUBMIT PRODUCT DATA AND SAMPLES FOR APPROVAL.

PRODUCTS:

ACRYLIC PLASTIC PANEL WITH TEXT IN CONTRASTING COLOR, 3 INCHES HIGH. USE

HELVETICA FONT. PROVIDE GRAPHICS FOR TOILET ROOMS AND OTHER PUBLIC

SPACES. SIGNS SHALL COMPLY WITH ADA REQUIREMENTS FOR SIZE AND

PLACEMENT.

EXECUTION:

INSTALL SIGNS USING PERMANENT TAPE ADHESIVE. COMPLY WITH

MANUFACTURER'S INSTRUCTIONS.

10 2226.13 FOLDING PANEL PARTITIONS

SUMMARY:

OPERABLE PANEL PARTITIONS SUSPENDED ON OVERHEAD TRACK.

SUBMITTALS:

SUBMIT PRODUCT DATA AND SAMPLES FOR APPROVAL.

PRODUCTS:

PAIRED PANELS SIDE STACKED AND CONTINUOUSLY HINGED. SOUND

TRANSMISSION CLASS OF 50, ASTM E413. MANUAL OPERATION OF STEEL

REINFORCED ALUMINUM FRAME AND DECORATIVE LAMINATE FACE PANEL.

PROVIDE POCKET DOORS AT END OF PARTITION.

EXECUTION:

PROVIDE STRUCTURAL FRAMING TO SUPPORT PARTITION. INSTALL ACCORDING TO

MANUFACTURER'S INSTRUCTIONS. ADJUST FOR SMOOTH OPERATION.

10 2800 METAL TOILET COMPARTMENTS

SUMMARY:

STAINLESS STEEL FLOOR ANCHORED, OVERHEAD BRACED TOILET COMPARTMENTS

AND URINAL SCREENS.

SUBMITTALS:

SUBMIT PRODUCT DATA AND SAMPLES FOR APPROVAL.

PRODUCTS:

STAINLESS STEEL DOORS, PANELS AND PILASTERS, ASTM A666, TYPE 304.

PROVIDE INTERNAL REINFORCEMENT FOR ATTACHMENT OF HARDWARE AND

FITTINGS. DOOR PANELS SHALL BE 1 INCH THICK AND 24 INCHES WIDE EXCEPT FOR

HANDICAP STALLS. HEIGHT SHALL BE 58 INCHES. PILASTERS SHALL BE 1 ¼” THICK.

PROVIDE STEEL PILASTER SHOES, CHROME-PLATED HEAD RAILS AND BRACKETS

OF STAINLESS STEEL. STAINLESS STEEL HARDWARE SHALL INCLUDE PIVOT

HINGES, DOOR LATCH, DOOR STRIKE AND KEEPER AND COAT HOOK.

EXECUTION:

INSTALL PARTITIONS SECURE, RIGID, PLUMB AND LEVEL IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS. ADJUST AND ALIGN FOR UNIFORM CLEARANCE

AND CONSISTENCY OF LINE OR PLANE.

10 2800 TOILET ACCESSORIES

SUMMARY:

TOILET AND UTILITY ROOM ACCESSORIES. CONFORM TO ADA REQUIREMENTS FOR

PLACEMENT.

SUBMITTALS:

SUBMIT PRODUCT DATA AND SAMPLES FOR APPROVAL.

PRODUCTS:

FACTORY ASSEMBLED UNITS OF STAINLESS STEEL OR CHROME PLATED FINISH

AND ANCHOR COMPONENTS FOR INSTALLATION. ALL ACCESSORIES BASED ON

AMERICAN SPECIALTIES, INC.

TOILET PAPER DISPENSER: DOUBLE ROLL # 0032; COMBINATION TOWEL

DISPENSER/WASTE RECEPTACLE: #6467 FOR MULTIFOLD TOWEL CAPACITY; SOAP

DISPENSER #0332 LIQUID DISPENSER, DECK MOUNTED; GRAB BARS: #3800, 1 ½

INCH DIAMETER WITH LENGTH AND CONFIGURATION AS SHOWN ON DRAWINGS;

SANITARY NAPKIN/TAMPON DISPENSER: #04684-TM, NO CHARGE SLOTS AND

DISPOSAL UNIT: #6471. METAL FRAMED MIRRORS SHALL BE 24”X36” WITH 6 MM

MIRROR GLASS.

UTILITY ROOM MOP AND BROOM HOLDER: #8215 STAINLESS STEEL WITH 3

SPRING-LOADED CAM HOLDERS.

EXECUTION:

COORDINATE WITH THE PLACEMENT OF INTERNAL WALL REINFORCEMENT.

INSTALL ACCESSORIES PLUMB AND LEVEL, SECURELY AND RIGIDLY ANCHORED TO

SUBSTRATE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

10 4400 FIRE PROTECTION SPECIALTIES

SUMMARY:

FIRE EXTINGUISHERS AND CABINETS TO COMPLY WITH CODE REQUIREMENTS.

SUBMITTALS:

SUBMIT PRODUCT DATA.

PRODUCTS:

COMPLY WITH NFPA 10 AND UL RATED. DRY CHEMICAL TYPE FIRE EXTINGUISHERS,

CLASS A, B, C, SIZE 10 PAINTED RED COLOR. CABINETS SHALL BE RECESSED

TRIMLESS TYPE. DOOR GLAZING SHALL BE CLEAR GLASS WITH “FIRE

EXTINGUISHER” ON THE FACE. CABINET INTERIOR SHALL BE WHITE ENAMEL;

EXTERIOR SHALL BE FIELD FINISHED.

EXECUTION:

INSTALL WHERE REQUIRED BY CODE. SECURE RIGIDLY IN PLACE AND IN

ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

10 5100 METAL LOCKERS

SUMMARY: STEEL WARDROBE LOCKERS AND BENCHES.

SUBMITTALS:

SUBMIT PRODUCT DATA AND COLOR SAMPLES FOR APPROVAL.

PRODUCTS:

CONSTRUCTED OF SHEET STEEL; 24 GAUGE BACK AND SIDES, 16 GAUGE TOP,

BOTTOM AND DOORS. LAYOUT SHALL BE SINGLE AND/OR DOUBLE TIER AS

SCHEDULED. DOOR FACE SHALL HAVE PUNCHED LOUVERS AND PADLOCK LOCK

TOPS SHALL BE SLOPED AND UNITRS SHALL BE MOUNTED ON ELEVATED BASE.

PROVIDE NUMBER PLATES, FILLER STRIPS AND WOOD BENCHES AS DETAILED.

EXECUTION:

INSTALL TO LAYOUT SHOWN, RIGIDLY AND SECURE AND IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS.

DIVISON 11 EQUIPMENT

11 1313 LOADING DOCK BUMPERS

SUMMARY:

LAMINATED REINFORCED RUBBER WITH STEEL FRAME AND ANCHORS.

SUBMITTALS:

SUBMIT PRODUCT DATA FOR APPROVAL.

PRODUCTS:

COMPRESSED BUMPER WITH GALVANIZED STEEL RODS AND THREADED ENDS.

PROJECT FROM WALL 4 ½ INCHES; VERTICAL HEIGHT 10 INCHES; LENGTH 15

INCHES.

EXECUTION:

INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SET PLUMB AND

LEVEL AND SECURELY ANCHORED TO CONCRETE.

PROJECT TITLE

1314 Texas Ave., 2nd Floor

Houston, Texas 77002

713.224.0456

713.224.0457 fax www.powersbrown.com

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD., SUITE

175

HOUSTON, TEXAS 77041

11 1316 LOADING DOCK SEALS & SHELTERS

SUMMARY:

COMPRESSION SEALS AND SHELTERS FOR TRUCKS.

SUBMITTALS:

SUBMIT PRODUCT DATA FOR APPROVAL.

PRODUCTS:

CLOSED CELL FOAM CUSHION WITH VINYL IMPREGNATED WATERPROOF NYLON

FABRIC. SEAMS SHALL BE MOLDED WITHOUT MECHANICAL STITCHING; DOUBLE PLY

AT EXPOSED FACE.BOTTOM DOOR SAME AS ABOVE.

EXECUTION:

INSTALL SEAL AND SHELTER COMPONENTS IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS. SET PLUMB AND LEVEL AND ANCHORED TO

WALL CONSTRUCTION. ADJUST INSTALLED UNIT FOR SMOOTH AND BALANCED

OPERATION.

11 1319.13 LOADING DOCK LEVELERS

SUMMARY:

PREFABRICATED STEEL LEVELER, OPERATING HARDWARE AND MECHANICAL

RESTRAINT SAFETY VEHICLE LOCK.

SUBMITTALS:

SUBMIT PRODUCT DATA FOR APPROVAL.

PRODUCTS:

MANUAL OPERATIONAL LEVELER WITH 30,000LBS. CAPACITY DECK WIDTH SHALL BE

72” AND LENGTH 96”.

EXECUTION:

INSTALL DOCK LEVELER IN PREPARED OPENING IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS. ANCHOR SECURELY TO DOCK AND FLUSH WITH

DOCK. ADJUST INSTALLED UNIT AND SAFETY DEVICES FOR SMOOTH AND

BALANCED OPERATION.

11 5213 PROJECTION SCREENS

SUMMARY:

FRONT PROJECTION SCREENS TO SIZES SHOWN.

SUBMITTALS:

SUBMIT PRODUCT DATA AND SAMPLES FOR APPROVAL.

PRODUCTS:

GLASS BEADED SURFACE FOR RECESS IN CEILING. SCREENS IN EXCESS OF 150 SQ.

FT. SHALL BE ELECTRICALLY OPERATED. SCREEN SHALL HAVE BLACK MASKING

BORDERS. CASE SHALL BE ALUMINUM WITH DOOR OPENING THAT OPENS AND

CLOSES WITH RAISING OR LOWERING OF SCREEN.

EXECUTION:

PROVIDE BLOCKING AND SUPPORTS TO HOUSE THE SCREEN HOUSING. INSTALL IN

ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

A PROJECT FOR

WALGREENS

GENERAL NOTES

DATE REVISION

06-25-2012 ISSUE FOR PERMIT

DIVISION 12 FURNISHINGS

12 2113 HORIZONTAL LOUVER BLINDS

SUMMARY:

ALUMINUM SLAT BLINDS WITH OPERATING HARDWARE.

SUBMITTALS:

SUBMIT PRODUCT DATA, SHOP DRAWINGS AND SAMPLES FOR APPROVAL.

PRODUCTS:

HORIZONTAL SLAT LOUVERS HUNG FROM FULL-WIDTH HEADRAIL WITH LIFTING

CORD AND WAND FOR TILTING SLATS. SLATS SHALL BE ½” WIDE IN ANODIZED

ALUMINUM FINISH. COMPLETE ACCESSORY HARDWARE AS RECOMMENDED BY

BLIND MANUFACTURER. FABRICATE BLINDS TO FIT IN OPENINGS WITH UNIFORM

EDGE CLEARANCE OF ¼ INCH.

EXECUTION:

SECURE IN PLACE WITH FLUSH COUNTERSUNK FASTENERS AND INSTALLED IN

ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ADJUST FOR SMOOTH

OPERATION.

12 4813 ENTRANCE FLOOR MATS AND FRAMES

SUMMARY:

RECESSED VINYL LINK MATS WITH PERIMETER FRAME.

SUBMITTALS:

SUBMIT PRODUCT DATA, SHOP DRAWINGS AND SAMPLES FOR APPROVAL.

PRODUCTS:

VINYL LINK MATS IN SINGLE SIZE AND SET IN ANODIZED ALUMINUM FRAME.

EXECUTION:

INSTALL MATS IN FLOOR RECESS FLUSH WITH FINISH FLOOR AND IN ACCORDANCE

WITH MANUFACTURER'S INSTRUCTIONS.

PROJECT NO:

DRAWN BY:

CHECKED BY:

121082

PBA

PBA

SHEET TITLE

SHEET SPECIFICATIONS

SEAL

SHEET NUMBER

G007

A B

1

2' - 6" 30' - 0 1/2"

C

29' - 11 1/2"

2

D

27' - 6"

E F

182' - 6"

2' - 6" 30' - 0"

3

G G.1

6' - 0" 24' - 0"

H

1' - 1"

17' - 7 1/4" 14' - 5" 12' - 3 3/4" 12' - 4 1/4" 12' - 7" 2' - 4 1/4" 10' - 0" 12' - 5 1/2" 14' - 10" 11' - 2 1/4"

10

15

OFFICE

119

119

C2A

OFFICE

126

126

2' - 0"

4' - 11"

CLR

127

OFFICE

127

OFFICE

118

OFFICE

117

H2A

TYP

OFFICE

116

OFFICE

115

OFFICE

114

OFFICE

113

CONFERENCE

ROOM

112

112

OFFICE

111

EXISTING DOOR

120

2' - 0"

OFFICE

120

135

OFFICE

121

13' - 2 1/4"

121

4' - 6"

CLR

136

2' - 0"

OFFICE

122

OFFICE

123

137

122

CORR

106

138

123

OFFICE

124

OFFICE

125

17' - 8 1/4"

124

125

139

140

141

118 117 116

CORR

102

115 114 113

A3B

111

A3B

101

RECEPTION

101

OFFICE

135

OFFICE

136

12' - 10"

OFFICE

137

OFFICE

138

OFFICE

139

OFFICE

140

OFFICE

141

12' - 5 1/4"

128

OFFICE

128

A2

A401

14' - 5"

OFFICE

142

142

OPEN

OFFICE

154

INTERVIEW

ROOM

170

INTERVIEW

ROOM

171

170

A3B

A3B

171

OFFICE

143

12' - 5"

143

5"

4' - 6"

CLR

24' - 0 1/4" 4' - 6"

CLR

19' - 5 3/4" 4' - 6"

CLR

17' - 8 1/4" 5' - 0"

CLR

TYP

C2A

C2A

TYP

OFFICE

144

144 149

OFFICE

149

OFFICE

155

155

OPEN

OFFICE

159

ALIGN

OPEN

OFFICE

163

166B

TYP

160

164A CMPS

A3B

TYP

145 150 OFFICE

150

OFFICE

156

156

FILE ROOM

160

OFFICE

145

CORR

104

FEC

C2A

TYP

OFFICE

146

OFFICE

147

B2

A401

146

147

CORR

107

151

152

OFFICE

151

OFFICE

152

A3B

OFFICE

148

12' - 5"

CORR

105

129

OFFICE

129

149

CONF

ROOM

153

153

4' - 6"

CLR

130

OFFICE

130

H2A

TYP

12' - 10 1/4"

FUTURE

OFFICE

131

A3B

131

C2B

A3B

OFFICE

158

11' - 2"

10' - 7" 10' - 1" 12' - 2 3/4"

A3B

ELECTRICAL

ROOM

174

174

A3B

DATA ROOM

157

157

CORR

108

11' - 4 1/4"

PROVIDE

WOOD

BLOCKING IN

WALL

FOR TELE

PHONE

158

132

FUTURE

OFFICE

132

A1

A401

162A

4' - 6"

CLR

COPY/ MAIL

ROOM

161

167A

CONFERENCE

ROOM

164

A3B

164B

A3B

TYP

A6A

CONFERENCE

ROOM

162

UP

167B

TYP

PROVIDE WOOD

BLOCKING IN WALL

FOR TV (EQUIP)

19' - 5 3/4"

133

OFFICE

133

A3B

134

STORAGE

134

CORR

109

REF.

BREAK

ROOM

165

PROVIDE WOOD

BLOCKING FOR

UPPER CABINETS

WALL MOUNTED

BULLETIN BOARD

- (OF/OI)

162B

4' - 6" 17' - 8 1/4"

CLR

1 HR RATED CORRIDOR

1A3A

CORR

173

CORR

110

173B

5' - 0"

CLR

A3B

TYP

168B

173A 169A

11' - 4 1/4"

EXISTING CLOSET

TO BE REMOVED

REMOVE EXISTING

DOOR & PARITION AS

REQUIRED

GC TO FV EXISTING

PARTITION FOR

1 HR RATING

EXISTING EXTERIOR

EXIT DOOR

EXISTING EXTERIOR WINDOW TO

BE REMOVED - SAW CUT TILTWALL

PANEL AS REQUIRED - REPLACE

WITH EXTERIOR EXIT DOOR IN

ALUMINUM STOREFRONT

SYSTEM - MATCH EXISTING

169B

A3B

TYP

21' - 6"

PROVIDE

CONCRETE

PAVING AS

REQUIRED

A3B

TRAINING

ROOM

166

TRAINING

ROOM

168

TRAINING

ROOM

169

11' - 2 1/4"

CMPS

CMPS

CMPS

CMPS

CONTRACTOR TO F.V. DOOR

HEIGHT CLEARANCES

WITH EXISTING OVERHEAD

BRACE

TRAINING

ROOM

167

H2A

TYP

C2B

10' - 5"

CEILING MOUNTED

PROJECTOR SCREEN

ABOVE (TYP)

STORAGE

ROOM

172

172

10' - 5"

166A

FIELD VERIFY EXISTING

DEMISING WALL GOES

TO DECK & 1 HR FIRE RATED

AS REQUESTED BY LANDLORD

CEILING MOUNTED

PROJECTOR - MOTORIZED

ABOVE (TYP)

OVERALL FLOOR PLAN (LEVEL 01)

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

1 2 3 4

30' - 0"

4

J

1314 Texas Ave., 2nd Floor

Houston, Texas 77002

713.224.0456

713.224.0457 fax www.powersbrown.com

9

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD., SUITE 175

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

11

12

NOT IN SCOPE OF WORK

MILLWORK

INDICATES EXISTING PARTITION TO REMAIN

INDICATES EXISTING DOOR TO REMAIN

FEC = FIRE EXTINGUISHER CABINET - RECESSED

CMPS= CEILING MOUNTED PROJECTOR SCREEN

A FIELD VERIFY ALL EXISTING CONDITIONS (TYP)

B FURNITURE & EQUIPMENT SHOWN FOR GRAPHIC

PURPOSES ONLY - NOT IN CONTRACT (TYP)

C ALL PARTITIONS TO BE A3A (TYP UNO)

D PROVIDE BATT INSULATION @ BACK OF EXTERIOR WALL

E REFER TO A601 FOR PARTITION TYPES

F PATCH, REPAIR INFILL AND PAINT ANY EXISTING WALLS

AFFECTED BY DEMOLITION AND/OR NEW

CONSTRUCTION (TYP)

G EXTERIOR WINDOW BLINDS TO BE PROVIDED BY

OWNER

H PROVIDE FLOOR ELECTRICAL/DATA OUTLETS AS

REQUIRED UNDERNEATH CONFERENCE ROOM TABLES -

COORIDNATE WITH FURNITURE LAYOUT

13

BUILDING KEY PLAN

NOT IN SCOPE

14

NOT IN

SCOPE

DATE REVISION

06-25-2012 ISSUE FOR PERMIT

N

16

PROJECT NO:

DRAWN BY:

CHECKED BY:

121082

AEE

AD

SHEET TITLE

OVERALL FLOOR PLAN

SEAL

SHEET NUMBER

A101

10

15

1

A B

A

A

A

A

A

A

A

A

A

A

A

A

A

A

OVERALL REFLECTED CEILING PLAN (LEVEL 01)

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

1

C

2

D E F

3

G G.1

H

4

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A A A A A A A

A

A

EQ

A

EQ

C

C

C

A

A A

B

9' - 0"

B

10' - 0"

B

B

B

B

B

B

C2

A

B B

A

B

B

A A

CMPS

B B

C3

A401

A

A

A

A

B

B

9' - 0"

B

B

10' - 0"

B

C2

B

A

A

A

A

D

A

A3

A401

A

A

A

A

A

A

A

A

AREA OPEN TO STRUCTURE 1 HR RATED CEILING

ASSEMBLY WITH RATED

LIGHT FIXTURES

A

A

A

A

CMPS

A

A

9' - 0"

A

CMPS

A

A

A

A

CMPS

A

A

9' - 0"

A

CMPS

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

J

1314 Texas Ave., 2nd Floor

Houston, Texas 77002

713.224.0456

713.224.0457 fax www.powersbrown.com

9

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD., SUITE 175

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

11

CEILING

MOUNTED

PROJECTOR

SCREEN

(TYP)

12

CEILING

MOUNTED

PROJECTOR

(TYP)

13

GENERAL NOTES

NOT IN SCOPE OF WORK

INDICATES EXISTING PARTITION TO REMAIN

CMPS= CEILING MOUNTED PROJECTOR SCREEN

A FIELD VERIFY ALL EXISTING CONDITIONS (TYP)

B ALL CEILING HEIGHTS TO BE 9'-0" (TYP UNO)

D REFER TO A601 FOR PARTITION TYPES

E PATCH, REPAIR INFILL AND PAINT ANY EXISTING WALLS

AFFECTED BY DEMOLITION AND/OR NEW

CONSTRUCTION (TYP)

F GC TO FIELD VERIFY ALL EXISTING BUILDING

DIMENSIONS (TYP)

Mark

A

B

C

D

EX

LIGHT FIXTURE SCHEDULE

Type

2' x 4' (4

Lamps)

Comments

DIRECT/INDIRECT FLUOR LT

6" (60 Watt) RECESSED FLUOR LT

4' Length UTILTIY FLUOR LT

WALL

SCONCE

NEW

WALL

SCONCE

EXIST

MATCH EXISTING STAIR

FIXTURE

EXISTING STAIR WALL

MOUNTED

BUILDING KEY PLAN

NOT IN SCOPE

14

NOT IN

SCOPE

DATE REVISION

06-25-2012 ISSUE FOR PERMIT

N

16

PROJECT NO:

DRAWN BY:

CHECKED BY:

121082

AEE

AD

SHEET TITLE

OVERALL REFLECTED

CEILING PLAN

SEAL

SHEET NUMBER

A102

2 3 4

10

15

A B

1

C

2

D E F

3

G G.1

H

4

OFFICE

119

OFFICE

120

OFFICE

121

OFFICE

122

CORR

106

OFFICE

123

W2

OFFICE

124

OFFICE

125

OFFICE

126

W2

OFFICE

127

OFFICE

118

OFFICE

135

OFFICE

140

OFFICE

141

OFFICE

136

OFFICE

137

OFFICE

138

OFFICE

139

OFFICE

128

INDICATES CARPET TILE

DIRECTION INSTALLATION

FOR OFFICES (TYP)

OFFICE

117

OFFICE

116

CORR

102

OFFICE

115

OFFICE

114

W3

OFFICE

113

W2

CONFERENCE

ROOM

112

A501

D2

OFFICE

111

OFFICE

142

W2

INDICATES CARPET TILE

DIRECTION INSTALLATION

OPEN

OFFICE

154

OFFICE

143

CORR

107

OFFICE

144

OFFICE

149

CORR

103

OFFICE

155

W3

OFFICE

145

FEC

OFFICE

146

OFFICE

147

OFFICE

148

OFFICE

129

OFFICE

150

OFFICE

156

CORR

108

CORR

104

OFFICE

151

W2

W3

OFFICE

130

OFFICE

152

CORR

105

W2

CONF

ROOM

153

FUTURE

OFFICE

131

ELECTRICAL

ROOM

174

F3

B2

DATA ROOM

157

F3

B2

W3

W2

OFFICE

158

FUTURE

OFFICE

132

OPEN

OFFICE

159

FILE ROOM

160

COPY/ MAIL

ROOM

161

F2

B2

W3

W2

CONFERENCE

ROOM

162

W2

CORR

109

OPEN

OFFICE

163

CMPS

W3

CONFERENCE

ROOM

164

CORR

110

W3

BREAK

ROOM

165

F2

B2

D3

A501

A501

C2

OFFICE

133

STORAGE

134

F2

B2

FV EXISTING FLOORING IN

STAIRWAY - MATCH EXISTING

UP

CORR

173

RECEPTION

101

INTERVIEW

ROOM

170

INTERVIEW

ROOM

171

1

A501

TRAINING

ROOM

166

F1

W2

FP1

CMPS

TRAINING

ROOM

167

F1

W2

FP1

TRAINING

ROOM

168

F1

W2

FP1

CMPS

CMPS

CMPS

TRAINING

ROOM

169

F1

W2

INDICATES CARPET TILE

DIRECTION INSTALLATION

STORAGE

ROOM

172

F2

B2

W2

J

9

11

1314 Texas Ave., 2nd Floor

Houston, Texas 77002

713.224.0456

713.224.0457 fax www.powersbrown.com

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD., SUITE 175

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

NOT IN SCOPE OF WORK

MILLWORK

INDICATES EXISTING PARTITION TO REMAIN

INDICATES FINISH TRANSITION

FEC = FIRE EXTINGUISHER CABINET - RECESSED

D REFER TO FINISH SCHEDULE ON A603

12

13

14

BUILDING KEY PLAN

NOT IN SCOPE

NOT IN

SCOPE

DATE REVISION

06-25-2012 ISSUE FOR PERMIT

16

N

PROJECT NO:

DRAWN BY:

CHECKED BY:

121082

AEE

AD

SHEET TITLE

OVERALL FINISH PLAN

SEAL

SHEET NUMBER

A103

OVERALL FINISH FLOOR PLAN (LEVEL 01)

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

1 2 3 4

10

15

A B

1

C

2

D E F

3

G G.1

H

72

24x72

2072

36x72

CD

24x36

OFFICE

119

OFFICE

118

D1

H

C1

D1

H

C1

OFFICE

120

F1

D1

H

C1

D1

H

C1

OFFICE

121

F1

CORR

106

F1

OFFICE

122

OFFICE

135

OFFICE

136

OFFICE

137

OFFICE

138

D1

H

C1

F1

OFFICE

123

F1

OFFICE

124

OFFICE

139

D1

H

C1

F1

OFFICE

125

OFFICE

126

OFFICE

140

OFFICE

141

OFFICE

127

OFFICE

128

OFFICE

142

OFFICE

143

F1

OFFICE

144

OFFICE

145

OFFICE

117

CORR

107

OFFICE

116

CORR

102

H H

OFFICE

115

8'X8'

WKS

8'X8'

WKS

P65/49 P

F1

F1

P65/49 P

CORR

103

P65/49 P

F1

P65/49 P

H

D2

S4

D2

H

S4

S3

P65/49 P

S3

S3

P65/49 P

S3

S4

D2

H

P65/49 P

H

D2

S4

F1

P65/49 P

OFFICE

149

OFFICE

150

F1

OFFICE

155

OFFICE

156

OFFICE

114

8'X8'

WKS

8'X8'

WKS

OFFICE

113

H H

8'X8'

WKS

8'X8'

WKS

CORR

104

FEC

F1

OFFICE

146

OFFICE

151

OFFICE

147

OFFICE

148

OFFICE

152

OFFICE

129

CORR

105

OFFICE

130

CONF

ROOM

153

H

D2

C2

FUTURE

OFFICE

131

F1

ELECTRICAL

ROOM

174

CORR

108

DATA ROOM

157

OFFICE

158

FUTURE

OFFICE

132

OFFICE

133

F1

OPEN

OFFICE

159

FILE ROOM

160

F P

T3

COPY/ MAIL

ROOM

161

S1

S1

T1

S1

CONFERENCE

ROOM

162

STORAGE

134

OPEN

OFFICE

154

T2

CORR

109

CONFERENCE

ROOM

112

8'X8'

WKS

8'X8'

WKS

OPEN

OFFICE

163

S1

CMPS

S1

T1

S1

CONFERENCE

ROOM

164

S1

S1

T1

S1

REF.

BREAK

ROOM

165

UP

8'X8'

WKS

8'X8'

WKS

OFFICE

111

8'X8'

WKS

8'X8'

WKS

CORR

110

8'X8'

WKS

RECEPTION

101

CMPS

TRAINING

ROOM

168

INTERVIEW

ROOM

170

INTERVIEW

ROOM

171

STORAGE

ROOM

172

**

CMPS

TRAINING

ROOM

166

CMPS

TRAINING

ROOM

167

CMPS

TRAINING

ROOM

169

4

J

9

11

1314 Texas Ave., 2nd Floor

Houston, Texas 77002

713.224.0456

713.224.0457 fax www.powersbrown.com

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD., SUITE 175

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

NOT IN SCOPE OF WORK

MILLWORK

INDICATES EXISTING PARTITION TO REMAIN

INDICATES EXISTING DOOR TO REMAIN

FEC = FIRE EXTINGUISHER CABINET - RECESSED

A FURNITURE & EQUIPMENT SHOWN FOR GRAPHIC

PURPOSES ONLY - NOT IN CONTRACT (TYP)

B PROVIDE FLOOR ELECTRICAL/DATA OUTLETS AS

REQUIRED UNDERNEATH CONFERENCE ROOM TABLES -

CORRIDNATE WITH FURNITURE LAYOUT

12

13

14

DATE REVISION

06-25-2012 ISSUE FOR PERMIT

16

N

PROJECT NO:

DRAWN BY:

CHECKED BY:

121082

AEE

Checker

SHEET TITLE

OVERALL FURNITURE

PLAN

SEAL

SHEET NUMBER

A104

OVERALL FURNITURE FLOOR PLAN (LEVEL 01)

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

1 2 3 4

PROVIDE CORNER

GUARD AT ALL

OUTSIDE CORNERS

TO 5'-0" AFF

1

A1

CORNER GYP BOARD DETAIL

SCALE: 3" = 1'-0"

1

2 3

EQ EQ

B

9' - 0"

B

2' - 6" 3' - 8 3/4" 6' - 2 3/4"

E

3' - 8 3/4"

F

2' - 6"

B B

10' - 0"

B

B

4

13

1' - 0 1/8" R.O.

SEMI-RECESSED

FIRE EXTINGUISHER

CABINET

5/8" GYP BOARD (TYP)

C3

ENLARGED RCP @ CONF 162

SCALE: 1/4" = 1'-0"

B

B

C2

B

2' - 6" 3' - 8 3/4" 6' - 2 3/4"

B

2' - 6 1/4" 2' - 6"

1' - 2 1/2"

B

EQ EQ

B

2' - 6" 11' - 10 1/2"

CEILING MOUNTED PROJECTOR SCREEN

2' - 6"

12

CMPS

5/8" GYP BOARD

METAL STUD

FRAMING (TYP)

A2

HOLLOW METAL JAMB DETAIL

SCALE: 3" = 1'-0"

2

B B

BATT

ATTENUATION

B2

FIRE EXTINGUISHER CABINET DETAIL (TYP)

SCALE: 3" = 1'-0"

METAL STUD

FRAMING

SOUND BATT

ATTENUATION (TYP)

HOLLOW

METAL

DOOR FRAMING

SCHEDULED

DOOR

5/8" GYP BOARD

METAL STUD

FRAMING (TYP)

A3

ENLARGED RCP @ CONF 164

SCALE: 1/4" = 1'-0"

3

B

9' - 0"

10' - 0"

B

B

EQ EQ

C2

2' - 6" 2' - 4"

B

6' - 6 1/4"

B

EQ EQ

B

3' - 0 1/4" 2' - 6"

CEILING

MOUNTED

PROJECTOR

13

4

1314 Texas Ave., 2nd Floor

Houston, Texas 77002

713.224.0456

713.224.0457 fax www.powersbrown.com

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD., SUITE 175

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

NOT IN SCOPE OF WORK

INDICATES EXISTING PARTITION TO REMAIN

A FIELD VERIFY ALL EXISTING CONDITIONS (TYP)

B ALL CEILING HEIGHTS TO BE 9'-0" (TYP UNO)

D REFER TO A601 FOR PARTITION TYPES

E PATCH, REPAIR INFILL AND PAINT ANY EXISTING WALLS

AFFECTED BY DEMOLITION AND/OR NEW

CONSTRUCTION (TYP)

F GC TO FIELD VERIFY ALL EXISTING BUILDING

DIMENSIONS (TYP)

Mark

A

B

C

D

EX

LIGHT FIXTURE SCHEDULE

Type Comments

2' x 4' (4

Lamps)

DIRECT/INDIRECT FLUOR LT

6" (60 Watt) RECESSED FLUOR LT

4' Length UTILTIY FLUOR LT

WALL

SCONCE

NEW

MATCH EXISTING STAIR

FIXTURE

WALL

SCONCE

EXIST

EXISTING STAIR WALL

MOUNTED

DATE REVISION

06-25-2012 ISSUE FOR PERMIT

PROJECT NO:

DRAWN BY:

CHECKED BY:

121082

AEE

AD

SHEET TITLE

ENLARGED PLANS &

PLAN DETAILS

SEAL

SHEET NUMBER

A401

1

1

2

5' - 0"

1' - 9"

3

A4

A501

A3

A501

D2

TYPICAL CONF RM DOOR ELEVATION

SCALE: 1/4" = 1'-0"

12

5' - 0"

1' - 9"

5' - 0"

1' - 9"

CM

TD

SD

MC

REF

WR

D3

EQUIP -

OF/OI

PROVIDE WATER LINE TO

COFFEE MAKER & HOT WATER

LINE TO BREAKROOM SINK

BREAK ROOM 165 NORTH ELEVATION

SCALE: 1/4" = 1'-0"

13

1' - 9"

5' - 0"

14

4

3' - 3 3/4" 4' - 1 1/2"

15' - 0"

5' - 0" 2' - 7"

MATCH EXISTING EXTERIOR

WINDOW SYSTEM - TEMPERED

GLAZING AS REQUIRED

1' - 9"

5' - 0"

1' - 9"

5' - 0"

1314 Texas Ave., 2nd Floor

Houston, Texas 77002

713.224.0456

713.224.0457 fax www.powersbrown.com

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD., SUITE 175

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

FEC = FIRE EXTINGUISHER CABINET - RECESSED

CM = COFFEE MAKER - EQUIP - OF/OI

SD = SOAP DISPENSER - WALL MOUNTED - EQUIP - OF/OI

TD = TOWEL DISPENSER - WALL MOUNTED - EQUIP - OF/OI

WR = WASTE RECEPTACLE - EQUIP - OF/OI

REF = REFRIGERATOR - EQUIP - OF/OI

W1

B1

1/4" TEMPERED GLAZING

SIDELIGHT - VISION GLAZING

IN HM FRAME (TYP)

SOLID CORE WOOD DOOR

IN HM DOOR & FRAME (TYP)

C2

CORR 110 EAST ELEVATION

SCALE: 1/4" = 1'-0"

1' - 2"

1/4" DIA HOLES DRILLED @

1" O.C. W/ SHELF SUPPORT PIN

(TYP BOTH SIDES)

3/4" MDF CABINET FRONT

(BOTH SIDES CLAD IN

PLASTIC LAMINATE)

3/4" ADJUSTABLE SHELVES

(TYP)

BEVELED DOOR EDGE FOR

CONT INTEGRAL DOOR PULL

1/2" HARDWOOD BACK ON 1x4

CLEATS

3/4" COUNTER TOP

3/4" FACE PANEL @ SINK

(TO ALIGN W/ CABINETS

BEYOND)

ADA ACCESSIBLE SINK (6

1/2" MAX DEPTH)

3/4" MDF CABINET

FRONT (BOTH SIDES

CLAD IN PLASTIC

LAMINATE)

PROVIDE PIPE PROTECTION

AT EXPOSED PIPING

2' - 0"

A3

SECTION THRU LOWER SINK & UPPER CABS

SCALE: 1" = 1'-0"

3

1' - 2"

1/4" HOLES DRILLED @

1" O.C. W/ SHELF

SUPPORT PIN (TYP BOTH

SIDES)

3/4" MDF CABINET FRONT (BOTH

SIDES CLAD IN PLASTIC

LAMINATE)

3/4" ADJUSTABLE SHELVES (TYP)

1/2" HARDWOOD BACK ON

1x4 CLEATS

RECESSED LIGHT FIXTURE

BEVELED DOOR EDGE FOR CONT

INTEGRAL DOOR PULL

3/4" BACKSPLASH

3/4" COUNTER TOP

3/4" DRAWER FACE

(TYP)

2' - 0"

HARDWOOD TRIM (TYP)

3/4" MDF CABINET

FRONT (BOTH SIDES

CLAD IN PLASTIC

LAMINATE)

1/2" HARDWOOD

BACK ON 1x4 CLEATS

PLASTIC LAMINATE BASE

A4

BASE CABINET W/ DRAWER & UPPER CABINETS (TYP)

SCALE: 1" = 1'-0"

4

DATE REVISION

06-25-2012 ISSUE FOR PERMIT

PROJECT NO:

DRAWN BY:

CHECKED BY:

121082

AEE

AD

SHEET TITLE

INTERIOR ELEVATIONS &

MILLWORK SECTIONS

SEAL

SHEET NUMBER

A501

2

07

BASE DETAIL

SCALE: 1 1/2" = 1'-0"

08

BASE DETAIL

SCALE: 1 1/2" = 1'-0"

1

1

PARTITION AS SCHEDULED

METAL RUNNER TRACK

CONTINUOUS ACOUS SEALANT

STRUCTURE

PARTITION AS SCHEDULED

MASONRY JOINT REINFORCEMENT

AT 16" O.C. VERT., MAX.

MORTAR

STRUCTURE

01

HEAD DETAIL

SCALE: 1 1/2" = 1'-0"

02

HEAD DETAIL

SCALE: 1 1/2" = 1'-0"

03

HEAD DETAIL

SCALE: 1 1/2" = 1'-0"

04

HEAD DETAIL

SCALE: 1 1/2" = 1'-0"

05

HEAD DETAIL

SCALE: 1 1/2" = 1'-0"

06

HEAD DETAIL

SCALE: 1 1/2" = 1'-0"

2

SUSPENSION SYSEM

METAL RUNNER TRACK

ACOUSTICAL PANEL CEILING

EDGE TRIM, LC-BEAD

COMPRESSIBLE GASKET

PARTITION AS SCHEDULED

SUSP GYP BD CLG SYS

GYPSUM BOARD

FASTENER

METAL RUNNER TRACK

CONTINUOUS ACOUS SEALANT

JOINT REINFORCEMENT

PARTITION AS SCHEDULED

PARTITION AS SCHEDULED

CEILING, PER RCP

DECK

FASTENER

METAL RUNNER TRACK

CONTINUOUS ACOUS SEALANT

PARTITION AS SCHEDULED

3 4

SOUND ATTENUATION BLANKET

GYP BD SHAFT WALL

C-H STUD

GYP LINER PANEL

SOUND ATTENUATION BLANKET

GYP BD 5/8"

METAL STUD

1314 Texas Ave., 2nd Floor

Houston, Texas 77002

713.224.0456

713.224.0457 fax www.powersbrown.com

TYPE

STUD

SIZE

WALL

THICKNESS

STUD

SPACING

GAUGE

SOUND ATTEN.

BLANKET

HEAD

DETAIL

SILL

DETAIL

FIRE

RATING

TESTED

ASSEMBLY

PARTITION TYPE 'G'

SCALE: 1 1/2" = 1'-0"

1/2"

TYPE

A3A

A3B

A6A

1A3A

STUD

SIZE

3 5/8"

3 5/8"

6"

3 5/8"

WALL

THICKNESS

4 7/8"

4 7/8"

7 1/4"

4 7/8"

STUD

SPACING

16" O.C.

16" O.C.

16" O.C.

16" O.C.

GAUGE

25

16

16

16

SOUND ATTEN.

BLANKET

3 5/8"

3 5/8"

6"

3 5/8"

HEAD

DETAIL

01

04

04

04

PARTITION TYPE 'A'

SCALE: 1 1/2" = 1'-0"

SILL

DETAIL

07

07

07

07

FIRE

RATING

N/A

N/A

N/A

1 HR

TESTED

ASSEMBLY

N/A

N/A

N/A

N/A

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD., SUITE 175

HOUSTON, TEXAS 77041

SOUND ATTENUATION BLANKET

CONT. SUBSTRATE

METAL STUD

GYP BD 5/8"

GYP BD 5/8"

METAL STUD

A PROJECT FOR

WALGREENS

TYPE

H2A

STUD

SIZE

2 1/2"

WALL

THICKNESS

3 5/8"

STUD

SPACING

16" O.C.

GAUGE

16

SOUND ATTEN.

BLANKET

2 1/2"

HEAD

DETAIL

04

SILL

DETAIL

07

FIRE

RATING

N/A

TESTED

ASSEMBLY

N/A

PARTITION TYPE 'H'

SCALE: 1 1/2" = 1'-0"

PARTITION TYPE 'J'

SCALE: 1 1/2" = 1'-0"

1/2"

REFER STRUCTURAL

FOR REINFORCING

CONC MASONRY UNIT

TYPE

STUD

SIZE

WALL

THICKNESS

STUD

SPACING GAUGE

SOUND ATTEN.

BLANKET

HEAD

DETAIL

SILL

DETAIL

FIRE

RATING

TESTED

ASSEMBLY

SOUND ATTENUATION BLANKET

CONT. SUBSTRATE

METAL STUD

TYPE

STUD

SIZE

WALL

THICKNESS

STUD

SPACING GAUGE

SOUND ATTEN.

BLANKET

HEAD

DETAIL

SILL

DETAIL

FIRE

RATING

TESTED

ASSEMBLY

TYPE

STUD

SIZE

WALL

THICKNESS

STUD

SPACING

PARTITION TYPE 'B'

SCALE: 1 1/2" = 1'-0"

TYPE

C2A

C2B

STUD

SIZE

2 1/2"

2 1/2"

WALL

THICKNESS

3 1/8"

3 1/8"

STUD

SPACING

16" O.C.

16" O.C.

PARTITION TYPE 'C'

SCALE: 1 1/2" = 1'-0"

TYPE

STUD

SIZE

WALL

THICKNESS

STUD

SPACING

GAUGE

SOUND ATTEN.

BLANKET

HEAD

DETAIL

SOUND ATTENUATION BLANKET

GYP BD 5/8"

METAL STUD

GAUGE

16

16

SOUND ATTEN.

BLANKET

2 1/2"

2 1/2"

HEAD

DETAIL

01

04

SILL

DETAIL

07

07

FIRE

RATING

N/A

N/A

TESTED

ASSEMBLY

N/A

N/A

SOUND ATTENUATION BLANKET

GYP BD 5/8"

METAL STUD

GAUGE

SOUND ATTEN.

BLANKET

HEAD

DETAIL

SILL

DETAIL

FIRE

RATING

TESTED

ASSEMBLY

SILL

DETAIL

FIRE

RATING

TESTED

ASSEMBLY

GENERAL NOTES

A NOT ALL PARTITION TYPES SHOWN MAY BE USED;

REFER TO PLANS FOR LOCATIONS AND EXTENT

B PROVIDE CEMENTITOUS WALL BOARD IN LIEU OF 5/8"

GYP BOARD AT ALL WALLS TO RECEIVE PORCELAIN

TILE, STONE, CERAMIIC TILE OR FRP

C WHERE U.L. ASSEMBLIES OR OTHER TESTED

ASSEMBLIES ARE INDICATED, COMPLY WITH DETAILED

REQUIREMENTS SHOWN ON U.L. ASSEMBLY SHEETS.

U.L. ASSEMBLIES (OR OTHER TESTED ASSEMBLIES)

REQUIREMENTS OVERRIDE THE PBA PARTITIONS

D REFER TO FINISH SCHEDULE AND/OR FINISH PLAN FOR

LOCATIONS OF SPECIAL FIRE-RESISTIVE WALLBOARD,

FOIL-BACKED GYPSUM WALLBOARD,

ABUSIVE-RESISTANT GYPSUM WALLBOARD,

WATER-RESISTANT GYPSUM WALLBOARD, GLASS-MAT

WATER-RESISTANT BACKING BOARD, OR

CEMENTITIOUS BACKER UNITS THAT MAY BE REQUIRED

IN PLACE OF GYPSUM WALLBOARD INDICATED

E INSTALL CONTROL JOINTS AT LOCATIONS INDICATED. IF

NOT INDICATED, DETERMINE LOCATIONS BY

CONSULTING WITH ARCHITECT

F BATT INSULATION TO BE INSTALLED B/W STUD FRAMING

INSIDE EXTERIOR WALL FURRING AND BETWEEN ALL

ROOF FRAMING MEMEBERS. SECURE ROOF

INSULATION BATTS IN PLACE WITH WIRE MESH

ATTACHED TO FRAMING MEMEBERS

G INTERIOR ROOF BATT INSULATION TO MEET MINIMUM

JURISDICTION PERFORMANCE REQUIREMENTS

H INSULATION ALONG EXTERIOR WALL FURRING AND

ROOF SPACES TO BE INSTALLED WITHOUT GAPS OR

VOIDS; DO NOT COMPRESS INSULATION. USE R-19 ON

ROOFS AND R-13 ON WALL, UNO

J MAXIMUM CLEAR SPAN HEIGHTS FOR INTERIOR METAL

STUDS SHALL BE SUCH THAT DEFLECTION SHALL NOT

EXCEED L/360 UNDER A 5 PSF LOAD (CERAMIC TILE

FINISHES) AND L/240 AT ALL OTHER AREAS

PARTITION TYPE 'K'

SCALE: 1 1/2" = 1'-0"

2

DECK

FASTENER

PARTITION AS SCHEDULED

CEILING PER RCP

DECK

CONTINUOUS ACOUS SEALANT

FASTENER

METAL RUNNER TRACK

METAL STUD CROSS BRACE

PARTITION AS SCHEDULED

3

PARTITION TYPE 'D'

SCALE: 1 1/2" = 1'-0"

VARIES

SOUND ATTENUATION BLANKET

2 1/2" METAL STUD CROSS BRACE

AT 48" O.C. VERT., MAX.

METAL STUD

GYP BD 5/8"

TYPE

STUD

SIZE

WALL

THICKNESS

STUD

SPACING GAUGE

SOUND ATTEN.

BLANKET

HEAD

DETAIL

SILL

DETAIL

FIRE

RATING

TESTED

ASSEMBLY

DATE REVISION

06-25-2012 ISSUE FOR PERMIT

PARTITION TYPE 'E'

SCALE: 1 1/2" = 1'-0"

PROJECT NO:

DRAWN BY:

CHECKED BY:

121082

AEE

AD

SHEET TITLE

PARTITION TYPES

SOUND ATTENUATION BLANKET

GYP BD SHAFT WALL

C-H STUD

GYP LINER PANEL

TYPE

STUD

SIZE

WALL

THICKNESS

STUD

SPACING GAUGE

SOUND ATTEN.

BLANKET

HEAD

DETAIL

SILL

DETAIL

FIRE

RATING

TESTED

ASSEMBLY

SEAL

SHEET NUMBER

A601

PARTITION TYPE 'F'

SCALE: 1 1/2" = 1'-0"

4

DOOR ELEVATIONS

TYPE "A" TYPE "B"

TYPE "E"

6" 2' - 0" 6"

TYPE "C" TYPE "D"

DOOR & FRAME SCHEDULE

DOOR ASSEMBLY DOOR MATERIAL

Dimensions

Location

RECEPTION

OFFICE

OFFICE

FUTURE OFFICE

FUTURE OFFICE

OFFICE

STORAGE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

CONFERENCE ROOM

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

CONF ROOM

OFFICE

OFFICE

DATA ROOM

OFFICE

CORR

FILE ROOM

CONFERENCE ROOM

CONFERENCE ROOM

CONFERENCE ROOM

CONFERENCE ROOM

TRAINING ROOM

CORR

TRAINING ROOM

TRAINING ROOM

TRAINING ROOM

TRAINING ROOM

TRAINING ROOM

INTERVIEW ROOM

INTERVIEW ROOM

CORR

CORR

CORR

135

136

137

138

139

140

129

130

131

132

133

134

141

142

143

144

145

146

147

116

117

118

119

120

121

111

112

113

114

115

122

123

124

125

126

127

128

162A

162B

164A

164B

166A

166B

167A

167B

168B

169A

169B

170

171

172

173A

155

156

157

158

159

160

149

149

150

151

152

153

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

C

A

A

A

A

A

A

A

A

A

E

A

A

A

A

A

A

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

Number Type Description

101 C PAIR 6' - 0" 8' - 10"

Door Material

EXISTING TO REMAIN

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 9 1/2" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

3' - 0" 8' - 10" 1 3/4" EXISTING TO REMAIN

173B A SINGLE 3' - 0" 8' - 10" 1 3/4" HM

ELECTRICAL ROOM 174 E SINGLE 3' - 0" 8' - 10" 1 3/4" SOLID CORE WOOD

FRAME MATERIAL

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

Material

EXISTING TO

REMAIN

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

EXISTING TO

REMAIN

HM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

Finish

EXISTING TO

REMAIN

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

PLAM

EXISTING TO

REMAIN

PTD TO MATCH

WALL COLOR

PLAM ALUM

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

Finish

EXISTING TO

REMAIN

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

CLR ANO

EXISTING TO

REMAIN

PTD TO

MATCH WALL

COLOR

CLR ANO

EX01

01

01

01

01

01

01

01

01

03

01

01

01

01

01

01

01

01

01

01

01

01

01

01

01

01

01

06

01

01

01

01

01

01

01

01

01

01

06

06

06

06

06

06

06

06

06

06

06

02

02

02

EX02

01

06

05

01

01

04

01

01

06

01

01

01

07

04

1 HR

Remarks

1314 Texas Ave., 2nd Floor

Houston, Texas 77002

713.224.0456

713.224.0457 fax www.powersbrown.com

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD., SUITE 175

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

A HOLLOW METAL DOORS & FRAMES - PAINT TO MATCH

WALL COLOR

DATE REVISION

06-25-2012 ISSUE FOR PERMIT

PROJECT NO:

DRAWN BY:

CHECKED BY:

121082

AEE

AD

SHEET TITLE

DOOR AND FRAME

SCHEDULE

SEAL

SHEET NUMBER

A602

DOOR HARDWARE SCHEDULE

1314 Texas Ave., 2nd Floor

Houston, Texas 77002

713.224.0456

713.224.0457 fax www.powersbrown.com

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD., SUITE 175

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

FINISH SCHEDULE

CODE MATERIAL

FLOOR

F1

F2

F3

BASE

B1

B2

CARPET

VCT

SDT

RUBBER BASE

RUBBER BASE

WALL

W1

W2

PAINT

PAINT

W3

CEILING

C1

PAINT

ACOUSTICAL CEILING TILE

C2

FOLDING PARTITION

GYP BOARD PAINTED

FP1 FOLDING PARTITION

TRANSITION

TR1

DOOR

PL3

MILLWORK

PL1

PL2

RUBBER TRANSITION

PLASTIC LAMINATE

PLASTIC LAMINATE

PLASTIC LAMINATE

MANUFACTURER

THE NEW PATCRAFT

DESIGNWEAVE

ARMSTRONG

FORBO

JOHNSONITE

JOHNSONITE

BENJAMIN MOORE

BENJAMIN MOORE

BENJAMIN MOORE

ARMSTRONG

HUFCOR

JOHNSONITE

WILSONART

WILSONART

DESCRIPTION

FINISH SCHEDULE

COLOR DEALER

BIG SPLASH IO164

12" X 12" X 1/8" STANDARD EXCELON

24" X 24" COLOREX VINYL TILE

DIVE SHEET 00418

SANDY BEACH 51929

SD 150201 EVEREST

THE NEW PATCRAFT

DESIGNWEAVE

ARMSTRONG

FORBO

4 1/4" QUAD RWDCT-69 PERCEPTIONS DESIGNER WALL BASE

RECESS PROFILE, RWDCT-69 AT OUTSIDE CORNERS

4 1/4" QUAD RWDC-69 PERCEPTIONS DESIGNER WALL BASE RECESS

PROFILE, RWDC-69 AT OUTSIDE CORNERS

69 STERLING SILVER

69 STERLING SILVER

EGGSHELL FINISH (LEVEL 3 FINISH)

EGGSHELL FINISH (LEVEL 3 FINISH)

EGGSHELL FINISH (LEVEL 3 FINISH)

24" X 24" X 5/8" FINE FISSURED HUMIGUARD

MODEL 3900 ACCORDION DOOR - UNISPAN OVERHEAD SUPPORT

SYSTEM BY MANU - STC RATING OF 40

JOHNSONITE

JOHNSONITE

ICE CUBE SILVER 2121-50 SHERWIN WILLIAMS

SILVER HALF DOLLAR

2121-40

SHERWIN WILLIAMS

DECORATORS WHITE SHERWIN WILLIAMS

1728 - WHITE

ICE CUBE SILVER BM 2121

ARMSTRONG

237 CLOUD HUFCOR, INC.

ADAPTOR (CORRDINATE FINISH HEIGHTS) 69 STERLING SILVER

STANDARD GRADE PLASTIC LAMINATE VENEER TO MATCH EXISTING

BUILDING STANDARD

BUILDING STANDARD

MATTE FINISH

MATTE FINISH

XANDO 795K-18

SATIN STAINLESS

4830K-18

JOHSONITE

WILSONART

WILSONART

REP NAME

JULIE CHESNEY

SHERRIDAN NELLY

COURTNEY GAY

PADDOCK

MILLICENT MCLANE

MILLICENT MCLANE

NUBIA HEINZ

NUBIA HEINZ

NUBIA HEINZ

BRIANNE DEVER

CRAIG CUNARD

MILLICENT MCLANE

BRAD PURSER

BRAD PURSER

CONTACT NO REMARKS

832.515.7024

214.783.1553

214.783.1553

FIELD

BREAK ROOM/ COPY AREA

ELECT/ DATA ROOM

CARPET AREA

VCT/CONCRETE AREA

713.629.1616

713.629.1616

713.629.1616

717.396.4325

FIELD

CONFERENCE ACCENT

ACCENT

FIELD

CONF RM ACCENT

80..542.2371X271

TRANING ROOMS

214.783.1553

713.304.7704

713.304.7704

RESILENT FLOORING TO CARPET

DOOR LAMINATE

CABINETS (VERTICAL)

COUNTERTOPS (HORIZONTAL)

DATE REVISION

06-25-2012 ISSUE FOR PERMIT

PROJECT NO:

DRAWN BY:

CHECKED BY:

121082

AEE

AR

SHEET TITLE

DOOR HARDWARE

SCHEDULE & FINISH

SCHEDULE

SEAL

SHEET NUMBER

A603

UP

T & D E N G I N E E R S , L L C

1 7 7 6 Y O R K T O W N S T .

S U I T E # 3 0 0

H O U S T O N , T X 7 7 0 5 6

PHONE: 7 1 3 . 9 3 3 . 1 0 0 1

FAX: 7 1 3 . 9 3 3 . 1 0 0 4

T E X A S R E G I S T R A T I O N # F - 1 0 4 2 1

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

DATE

6.22.12

REVISION

ISSUE FOR PERMIT, PRICING

AND CONSTRUCTION

PROJECT NO:

DRAWN BY:

CHECKED BY:

12158

MS/SL

TLG

SHEET TITLE

PLUMBING PLAN

SEAL SHEET NUMBER

P1.01

T & D E N G I N E E R S , L L C

1 7 7 6 Y O R K T O W N S T .

S U I T E # 3 0 0

H O U S T O N , T X 7 7 0 5 6

PHONE: 7 1 3 . 9 3 3 . 1 0 0 1

FAX: 7 1 3 . 9 3 3 . 1 0 0 4

T E X A S R E G I S T R A T I O N # F - 1 0 4 2 1

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

DATE

6.22.12

REVISION

ISSUE FOR PERMIT, PRICING

AND CONSTRUCTION

PROJECT NO:

DRAWN BY:

CHECKED BY:

12158

SL

TLG

SHEET TITLE

PLUMBING RISER,

SCHEDULE & DETAILS

SEAL

SHEET NUMBER

P2.00

T & D E N G I N E E R S , L L C

1 7 7 6 Y O R K T O W N S T .

S U I T E # 3 0 0

H O U S T O N , T X 7 7 0 5 6

PHONE: 7 1 3 . 9 3 3 . 1 0 0 1

FAX: 7 1 3 . 9 3 3 . 1 0 0 4

T E X A S R E G I S T R A T I O N # F - 1 0 4 2 1

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

DATE

6.22.12

REVISION

ISSUE FOR PERMIT, PRICING

AND CONSTRUCTION

PROJECT NO:

DRAWN BY:

CHECKED BY:

12158

SL/NM

TLG

SHEET TITLE

M/E/P NOTES

SEAL SHEET NUMBER

T & D E N G I N E E R S , L L C

1 7 7 6 Y O R K T O W N S T .

S U I T E # 3 0 0

H O U S T O N , T X 7 7 0 5 6

PHONE: 7 1 3 . 9 3 3 . 1 0 0 1

FAX: 7 1 3 . 9 3 3 . 1 0 0 4

T E X A S R E G I S T R A T I O N # F - 1 0 4 2 1

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

DATE

6.22.12

REVISION

ISSUE FOR PERMIT, PRICING

AND CONSTRUCTION

PROJECT NO:

DRAWN BY:

CHECKED BY:

12158

SL/NM

TLG

SHEET TITLE

M/E/P LEGENDS &

SYMBOLS

SEAL

SHEET NUMBER

UP

T & D E N G I N E E R S , L L C

1 7 7 6 Y O R K T O W N S T .

S U I T E # 3 0 0

H O U S T O N , T X 7 7 0 5 6

PHONE: 7 1 3 . 9 3 3 . 1 0 0 1

FAX: 7 1 3 . 9 3 3 . 1 0 0 4

T E X A S R E G I S T R A T I O N # F - 1 0 4 2 1

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

DATE

6.22.12

REVISION

ISSUE FOR PERMIT, PRICING

AND CONSTRUCTION

PROJECT NO:

DRAWN BY:

CHECKED BY:

12158

SL/NM

TLG

SHEET TITLE

MECHANICAL PLAN

SEAL

SHEET NUMBER

M1.01

T & D E N G I N E E R S , L L C

1 7 7 6 Y O R K T O W N S T .

S U I T E # 3 0 0

H O U S T O N , T X 7 7 0 5 6

PHONE: 7 1 3 . 9 3 3 . 1 0 0 1

FAX: 7 1 3 . 9 3 3 . 1 0 0 4

T E X A S R E G I S T R A T I O N # F - 1 0 4 2 1

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

DATE

6.22.12

REVISION

ISSUE FOR PERMIT, PRICING

AND CONSTRUCTION

PROJECT NO:

DRAWN BY:

CHECKED BY:

12158

NM

TLG

SHEET TITLE

MECHANICAL

SCHEDULES

SEAL SHEET NUMBER

M2.00

T & D E N G I N E E R S , L L C

1 7 7 6 Y O R K T O W N S T .

S U I T E # 3 0 0

H O U S T O N , T X 7 7 0 5 6

PHONE: 7 1 3 . 9 3 3 . 1 0 0 1

FAX: 7 1 3 . 9 3 3 . 1 0 0 4

T E X A S R E G I S T R A T I O N # F - 1 0 4 2 1

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

DATE

6.22.12

REVISION

ISSUE FOR PERMIT, PRICING

AND CONSTRUCTION

PROJECT NO:

DRAWN BY:

CHECKED BY:

12158

NM

TLG

SHEET TITLE

MECHANICAL

SPECIFICATIONS

SEAL SHEET NUMBER

M3.00

T & D E N G I N E E R S , L L C

1 7 7 6 Y O R K T O W N S T .

S U I T E # 3 0 0

H O U S T O N , T X 7 7 0 5 6

PHONE: 7 1 3 . 9 3 3 . 1 0 0 1

FAX: 7 1 3 . 9 3 3 . 1 0 0 4

T E X A S R E G I S T R A T I O N # F - 1 0 4 2 1

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

DATE

6.22.12

REVISION

ISSUE FOR PERMIT, PRICING

AND CONSTRUCTION

PROJECT NO:

DRAWN BY:

CHECKED BY:

12158

NM

TLG

SHEET TITLE

MECHANICAL DETAILS

SEAL

SHEET NUMBER

M4.00

T & D E N G I N E E R S , L L C

1 7 7 6 Y O R K T O W N S T .

S U I T E # 3 0 0

H O U S T O N , T X 7 7 0 5 6

PHONE: 7 1 3 . 9 3 3 . 1 0 0 1

FAX: 7 1 3 . 9 3 3 . 1 0 0 4

T E X A S R E G I S T R A T I O N # F - 1 0 4 2 1

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

DATE

6.22.12

REVISION

ISSUE FOR PERMIT, PRICING

AND CONSTRUCTION

PROJECT NO:

DRAWN BY:

CHECKED BY:

12158

NM

TLG

SHEET TITLE

MECHANICAL DETAILS

SEAL

SHEET NUMBER

M5.00

UP

T & D E N G I N E E R S , L L C

1 7 7 6 Y O R K T O W N S T .

S U I T E # 3 0 0

H O U S T O N , T X 7 7 0 5 6

PHONE: 7 1 3 . 9 3 3 . 1 0 0 1

FAX: 7 1 3 . 9 3 3 . 1 0 0 4

T E X A S R E G I S T R A T I O N # F - 1 0 4 2 1

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

DATE

6.22.12

REVISION

ISSUE FOR PERMIT, PRICING

AND CONSTRUCTION

PROJECT NO:

DRAWN BY:

CHECKED BY:

12158

MS/SL

TLG

SHEET TITLE

ELECTRICAL POWER

PLAN

SEAL

SHEET NUMBER

E1.01

T & D E N G I N E E R S , L L C

1 7 7 6 Y O R K T O W N S T .

S U I T E # 3 0 0

H O U S T O N , T X 7 7 0 5 6

PHONE: 7 1 3 . 9 3 3 . 1 0 0 1

FAX: 7 1 3 . 9 3 3 . 1 0 0 4

T E X A S R E G I S T R A T I O N # F - 1 0 4 2 1

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

DATE

6.22.12

REVISION

ISSUE FOR PERMIT, PRICING

AND CONSTRUCTION

PROJECT NO:

DRAWN BY:

CHECKED BY:

12158

MS/SL

TLG

SHEET TITLE

ENLARGED IT

POWER PLAN

SEAL

SHEET NUMBER

E1.02

REF.

CMPS

UP

CMPS

CMPS

CMPS

CMPS

T & D E N G I N E E R S , L L C

1 7 7 6 Y O R K T O W N S T .

S U I T E # 3 0 0

H O U S T O N , T X 7 7 0 5 6

PHONE: 7 1 3 . 9 3 3 . 1 0 0 1

FAX: 7 1 3 . 9 3 3 . 1 0 0 4

T E X A S R E G I S T R A T I O N # F - 1 0 4 2 1

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

DATE

6.22.12

REVISION

ISSUE FOR PERMIT, PRICING

AND CONSTRUCTION

PROJECT NO:

DRAWN BY:

CHECKED BY:

12158

MS/SL

TLG

SHEET TITLE

ELECTRICAL LIGHTING

PLAN

SEAL SHEET NUMBER

E2.01

T & D E N G I N E E R S , L L C

1 7 7 6 Y O R K T O W N S T .

S U I T E # 3 0 0

H O U S T O N , T X 7 7 0 5 6

PHONE: 7 1 3 . 9 3 3 . 1 0 0 1

FAX: 7 1 3 . 9 3 3 . 1 0 0 4

T E X A S R E G I S T R A T I O N # F - 1 0 4 2 1

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

DATE

6.22.12

REVISION

ISSUE FOR PERMIT, PRICING

AND CONSTRUCTION

PROJECT NO:

DRAWN BY:

CHECKED BY:

12158

SL/NM

TLG

SHEET TITLE

ELECTRICAL ONE-LINE,

DIAGRAMS &

SCHEDULES

SEAL

SHEET NUMBER

E3.00

T & D E N G I N E E R S , L L C

1 7 7 6 Y O R K T O W N S T .

S U I T E # 3 0 0

H O U S T O N , T X 7 7 0 5 6

PHONE: 7 1 3 . 9 3 3 . 1 0 0 1

FAX: 7 1 3 . 9 3 3 . 1 0 0 4

T E X A S R E G I S T R A T I O N # F - 1 0 4 2 1

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

DATE

6.22.12

REVISION

ISSUE FOR PERMIT, PRICING

AND CONSTRUCTION

PROJECT NO:

DRAWN BY:

CHECKED BY:

12158

SL/NM

TLG

SHEET TITLE

ELECTRICAL ONE-LINE,

DIAGRAMS &

SCHEDULES

SEAL SHEET NUMBER

E3.01

5

SATELLITE ANTENNA SYSTEM

NOT TO SCALE

1

ANTENNA EQUIPMENT ORIENTATION DETAIL

NOT TO SCALE

2

CONDUIT GROUPING MOUNTING SUPPORT DETAIL

NOT TO SCALE

7

BURGLAR ALARM CONTROL PANEL DETAIL

NOT TO SCALE

8

GROUNDING NOTES (LP-CT CIRCUITS)

T & D E N G I N E E R S , L L C

1 7 7 6 Y O R K T O W N S T .

S U I T E # 3 0 0

H O U S T O N , T X 7 7 0 5 6

PHONE: 7 1 3 . 9 3 3 . 1 0 0 1

FAX: 7 1 3 . 9 3 3 . 1 0 0 4

T E X A S R E G I S T R A T I O N # F - 1 0 4 2 1

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

6

ALARM SIREN CONNECTION DETAIL

NOT TO SCALE

3

EQUIPMENT CONNECTION STUB-UP DETAIL

NOT TO SCALE

4

KEYPAD CONNECTION DETAIL

NOT TO SCALE

DATE

6.22.12

REVISION

ISSUE FOR PERMIT, PRICING

AND CONSTRUCTION

PROJECT NO:

DRAWN BY:

CHECKED BY:

12158

SL/NM

TLG

SHEET TITLE

ELECTRICAL DETAILS

SEAL

SHEET NUMBER

E3.02

T & D E N G I N E E R S , L L C

1 7 7 6 Y O R K T O W N S T .

S U I T E # 3 0 0

H O U S T O N , T X 7 7 0 5 6

PHONE: 7 1 3 . 9 3 3 . 1 0 0 1

FAX: 7 1 3 . 9 3 3 . 1 0 0 4

T E X A S R E G I S T R A T I O N # F - 1 0 4 2 1

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

DATE

6.22.12

REVISION

ISSUE FOR PERMIT, PRICING

AND CONSTRUCTION

PROJECT NO:

DRAWN BY:

CHECKED BY:

12158

AW

TLG

SHEET TITLE

ELECTRICAL SPECS

SEAL

SHEET NUMBER

E4.00

T & D E N G I N E E R S , L L C

1 7 7 6 Y O R K T O W N S T .

S U I T E # 3 0 0

H O U S T O N , T X 7 7 0 5 6

PHONE: 7 1 3 . 9 3 3 . 1 0 0 1

FAX: 7 1 3 . 9 3 3 . 1 0 0 4

T E X A S R E G I S T R A T I O N # F - 1 0 4 2 1

PROJECT TITLE

WALGREENS

DISTRICT OFFICE

4920 WESTWAY PARK BLVD

HOUSTON, TEXAS 77041

A PROJECT FOR

WALGREENS

GENERAL NOTES

DATE

6.22.12

REVISION

ISSUE FOR PERMIT, PRICING

AND CONSTRUCTION

PROJECT NO:

DRAWN BY:

CHECKED BY:

12158

AW

TLG

SHEET TITLE

ELECTRICAL SPECS

CONT.

SEAL SHEET NUMBER

E4.01

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