Parkdale Plaza Corpus Christi, TX

SHEET INDEX: INTERNATIONAL BUILDING CODE (2003 EDITION)

PROJECT DESCRIPTION:

NEW CONSTRUCTION FOR SHELL SHOPPING CENTER

A. BUILDING BUILDING SQUARE FOOTAGE:

41,558 s.f.

NUMBER OF STORIES:

ONE STORY

EXTERIOR WALLS:

CONCRETE TILT-WALL & IMPACT RESISTANT STOREFRONT

B. CONSTRUCTION CLASSIFICATION TYPE:

TYPE II-B (FULLY SPRINKLED) CONVENTIONAL STEEL FRAME BUILDING STRUCTURE

C. OCCUPANCY CLASSIFICATION TYPE:

GROUP M (MERCANTILE)

D. ALLOWABLE HEIGHT and BUILDING AREAS Story Area

PROJECT LOCATION 4121 S. STAPLES STREET Corpus Christi, TX 78411

4 Story / 55 feet 12,500 s.f. (UNLIMITED WITH AUTOMATIC FIRE SPRINKLER)

E. PARKING 1 per 220 s.f.

F. ZONING CLASSIFICATION TYPE:

189 spaces required 265 spaces provided B-2

ALLOWANCES: 1. CONTRACTOR TO PROVIDE A LINE ITEM COST OF $12,000 FOR MATERIAL TESTING.

LOCATION MAP

SCALE: 1" = 5000'-0"

GRAPHIC SCALE 0

5000'

10000'

T-1

COVER SHEET

2.

T-2 Architectural

ACCESSIBILITY STANDARDS

3.

A1.1

OVERALL SITE PLAN

4.

A1.2

SIDEWALK PLAN and SITE DETAILS

5.

A2.0

FLOOR PLAN - OVERALL

6.

A2.1

FLOOR PLAN - ZONE A

7.

A2.2

FLOOR PLAN - ZONE B

8.

A2.3

FLOOR PLAN - ZONE C

9.

A3.1

ROOF PLAN - ZONE A

10.

A3.2

ROOF PLAN - ZONE B

11.

A3.3

ROOF PLAN - ZONE C and DETAILS

12.

A4.1

EXTERIOR ELEVATIONS

13.

A4.2

EXTERIOR ELEVATIONS

14.

A5.1

WALL SECTIONS

15.

A5.2

WALL SECTIONS

16.

A5.3

WALL SECTIONS

17.

A5.4

WALL SECTIONS

18. A6.1 Structural

CEILING PLAN - OVERALL

19.

S1-1

FOUNDATION PLAN - ZONE A

20.

S1-2

FOUNDATION PLAN - ZONE B

21.

S1-3

FOUNDATION PLAN - ZONE C

22.

S1-4

ROOF FRAMING PLAN - ZONE A

23.

S1-5

ROOF FRAMING PLAN - ZONE B

24.

S1-6

ROOF FRAMING PLAN - ZONE C

25.

S1-7

METAL DECK ATTACHMENT PLAN

26.

S1-8

PANEL ELEVATIONS AND DETAILS

27.

S1-9

PANEL ELEVATIONS

28.

S1-10

PANEL ELEVATIONS

29.

S1-11

PANEL ELEVATIONS

30.

S2-1

FOUNDATION DETAILS

31.

S3-1

FRAMING DETAILS

32.

S3-2

FRAMING DETAILS

33.

S3-3

FRAMING DETAILS

34.

S4-1

GENERAL NOTES

DATE

APPLICABLE BUILDING CODE:

1.

REVISION ISSUE / BY

4121 S. STAPLES STREET

NO.

ADDRESS:

LU DD EK E

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PROJECT DATA:

Mechanical - Electrical - Plumbing

PARKDALE PLAZA RETAIL CENTER

35.

E1.0

ELECTRICAL SITE PLAN

36.

E1.1

LIGHTING PLAN

37.

E2.1

POWER PLAN

38.

E3.1

ELECTRICAL SCHEDULES AND ONE-LINE RISER DIAGRAM

39.

P1.0

PLUMBING FLOOR PLAN - OVERALL

40.

P2.0

PLUMBING SCHEDULE & DETAILS

41.

MP1.0

ELECTRICAL SCHEDULES AND ONE-LINE RISER DIAGRAM

Landscape and Irrigation 42.

L1.0

LANDSCAPE PLAN

43.

L1.1

IRRIGATION PLAN

44.

L1.2

LANDSCAPE NOTES & DETAILS

45.

L1.3

IRRIGATION NOTES & DETAILS

C-1

LOCATION MAP - TITLE SHEET

2.

C-2

DEMOLITION PLAN

3.

C-3

PAVING AND GRADING PLAN

4.

C-4

RETAINING WALL PLAN AND PROFILE

5.

C-5

UTILITY PLAN

6.

7.

C-6

STORM WATER QUALITY MANAGEMENT PLAN

C-7

SITE DETAILS

8.

C-8

ACCESSIBILITY DETAILS

9.

C-9

UTILITY DETAILS

10.

C-10

MISCELLANEOUS DETAILS

11.

C-11

POLLUTION PREVENTION PLAN

12.

C-12

POLLUTION PREVENTION DETAILS

13.

CITY DRIVEWAY STANDARDS

14.

CITY DRIVEWAY STANDARDS

15.

CITY WATER STANDARDS

16.

CITY WATER STANDARDS

17.

CITY WATER STANDARDS

18.

CITY WATER STANDARDS

19.

20.

21.

CITY WATER STANDARDS TxDOT STANDARD RETAINING WALL TxDOT STANDARD RETAINING WALL

Public Water Improvements 1.

LOCATION MAP - TITLE SHEET

2.

WATER PLAN

3.

STANDARD WATER DETAILS

4.

5.

STANDARD WATER DETAILS

6.

STANDARD WATER DETAILS

7.

STANDARD WATER DETAILS

STANDARD WATER DETAILS Scale:

n/a Date:

12/17/10 Project No:

10036

DESIGN TEAM MEMBERS: PROJECT ARCHITECT Luddeke Architectural Design Group, Inc. Contact: B. Mark Luddeke, AIA 518 S. Enterprize Pkwy, Suite C Corpus Christi, Texas 78405 ph. 361.857.7628

CIVIL ENGINEER Urban Engineers Contact: Murf Hudson, PE 2527 Swantner Street Corpus Christi, Texas 78404 ph. 361.854.3101

LANDSCAPE ARCHITECT Robert Gignac Landscape Architect Contact: Robert Gignac, ASLA 3833 S. Staples St. Corpus Christi, Texas 78411 ph. 361.853.0795

STRUCTURAL ENGINEER REM Engineers Contact: Robert Martinez, PE 1528 W. Contour, #204 San Antonio, Texas 78212 ph. 210.320.1199

MEP ENGINEER NRG Engineering Contact: John Rodriguez, PE 5656 South Staple Street Corpus Christi, Texas 78413 ph. 361.852.2727

GENERAL CONTRACTOR KJM Commercial Contact: Kenny Mantor 1814 Holly Road Corpus Christi, Texas 78417 ph. 361.991.5600

OWNER Quick & Company Commerical Realty, Inc. Contact: Jerry Quick 606 W. 12th Street Austin, Texas 78701 ph. 512.435.6550

T-1 Sheet: of

TITLE SHEET

1.

Parkdale Plaza Retail Center S. Staples St. at Gollihar Rd.

Civil - Sitework Improvements

PARKING SYNOPSIS: Retail "A" 41,558 sf / 220 = 189 spaces required 265 spaces shown

IH L L O G

AR

R

D A O

Scale:

XX=1'-0" Date:

12/17/10 Project No:

10036

A1.1 Sheet: of

OVERALL SITE PLAN

NO.

REVISION ISSUE / BY

DATE

LU DD EK E

ARCHITECTURAL SITE PLAN 1 SCALE: 1" = 50'

Parkdale Plaza Retail Center S. Staples St. at Gollihar Rd.

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SOUTH STAPLES STREET

4'-0"

5'-3"

2'-0"

16'-0" 8'-0"

12"

6'-10"

3'-4"

4" WIDE STRIPING / DIRECTIONAL ARROWS CONCRETE PAVEMENT, RE: CIVIL CONCRETE SIDEWALK, "ROCK SALT FINISH" RE: CIVIL CONCRETE SIDEWALK, "WOOD PLANK STAMPED FINISH" RE: CIVIL GLAZED INSERT AREA DUMPSTER PAD and FENCE, RE: 5/A-1.2 LANDSCAPE AREA, RE: IRRIGATION PLAN FOR SLEEVES UNDER PAVEMENT LIGHT POLE BASE, RE: STRUCTURAL and ELECTRICAL WHEELSTOP, RE: 2/A-1.2 PIPE BOLLARD, RE: 3/ A-1.2 CONCRETE CURB, RE: CIVIL ACCESIBLE PARKING SIGN, RE: 4/A-1.2 ACCESIBLE LOGO, RE: SHEET T-2 ACCESSIBILITY STANDARDS ACCESSIBLE CURB RAMP. RE: SHEET T-2 ACCESSIBILITY STANDARDS TRANSFORMER PAD

2'-0" 2'-0"

1'-11"

6'-0" 4'-4"

5'-3"

8'-0"

5'-0"

2'-0"

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

LU DD EK E

10'-2"

6'-10"

12 '-0 "

6'-0"

1'-11"

NEW CONSTRUCTION KEYNOTES DESIGNATED BY: 10'-6"

14'-4"

26'-4"

1'-11"

2"

8" 4"

2"

2"

10'-2"

5'-3"

6'-10"

PRECAST CONC. WHEELSTOP

9"

2

1'-11"

13'-2"

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

17'0"

1'-1 1"

3"

3"

0" -1 6'

" '-1 12

2'-9"

1' -1 1"

" -3 5'

2'-0"

3' -8 "

3'-4 "

3'-8 "

3'-6"

7'-2 "

13 '-2 "

NO.

20'-

11"

17'-

7"

60" min.

7'-2 "

7'-5 "

5'-0 "

REVISION ISSUE / BY

12'-1"

3'-4 "

3'-8"

4'-10"

2"

4"

DATE

18"

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

4"

6

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

SIDEWALK 6"

5

TOWER SIDEWALK DETAIL

4' -1 0"

1'-6"

3

4

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

ACC. PARKING SIGN SCALE: 1 1/2"= 1'-0"

6"

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

TS 4X4 column with 3/4" x 3" headed studs in 12" diam x 36" deep pier

3"

2'-6"

2'-9"

7"

#6 bars x 42" long at 16" oc to correspond with cmu reinforcing.

1'-0"

PIPE RAIL 5 SCALE: 1-1/2"= 1'-0"

DUMPSTER FENCE SECTION 6 SCALE: 1/2"= 1'-0" TS 2X2 Steel frame TS 3/4"x3/4" Steel frame

20'-8" 20 ga sheet steel TS 4X4 column, galv and painted. Provide 1/4" steel plate cap on top of column.

4'-6"

4'-6"

4'-6" Scale:

AS NOTED

4"

Dumpster by Vendor

4'-6"

12/17/10

6'-0"

6'-8"

Date:

Split-Face CMU Integral Color

Project No:

4"

2'-0"

4-10036

SIDE ELEVATION 2"

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

10'-0"

2" 2"

10'-0"

2"

DUMPSTER PAD and FENCE 7 SCALE: 1/4"= 1'-0"

TS 4X4 Galv and Painted

REAR ELEVATION

FRONT ELEVATION

TS 2X2 Steel frame door with 3/4x3/4 steel tube interior frame and 20 ga sheet steel, galv and ptd.

Provide (3) barrel hinges per door and (1) 1/2" diam rod with (2) sleeves for securing door in closed position. Drill 3/4" diam hole 1" deep into concrete.

A1.2 Sheet: of

Sidewalk Plan

TS 4X4 column, galv and painted. Provide 1/4" steel plate cap on top of column.

Parkdale Plaza Retail Center S. Staples St. at Gollihar Rd.

8" integral color split-face cmu with #6 bars in grout-filled cells at 16" o.c.

6'-8"

3'-6"

8" cmu lintel block

8'-0"

7

PIPE BOLLARD

ENTRANCE SIDEWALK DETAIL

8"

11'-0"

NEW CONSTRUCTION KEYNOTES:

3'-4"

1'-11"

6'-0"

0" -1 8'

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26'-4" 14'-4"

6'-0"

LU DD EK E 70'-0"

DATE REVISION ISSUE / BY

367'-0"

NO.

EX P

A

N S IO

N

JO IN T

397'-2 5/8"

" '-0 0 7

C G IN G B D IL IN BU ILD BU

THIS PROJECT WILL REQUIRE THE FOLLOWING COMMITTMENTS: 1. Utilization of Local Contractors and Suppliers. At least 50 % of the total dollar amount of all construction contracts and supply agreements being paid to local contractors and suppliers.

2. Utilization of Disadvantaged Business Enterprises. At least 30 % of the total dollar amount of all construction contracts and supply agreements being paid to disadvantaged business enterprises (DBE).

GENERAL CONSTRUCTION NOTES: XFMR

EX P AN

SI O

N

JO IN T

STORAGE

B G A N I LD ING I BU ILD BU

EXIT CORRIDOR

100'-0"

UL Listed Assemblies:

C

Tenant Separation Wall Assembly: #U465 (Non-Bearing 1 hr.)

Exit Corridor Wall Assembly: #U465 (Non-Bearing 1 hr.)

Parkdale Plaza Retail Center S. Staples St. at Gollihar Rd.

Floor Plan - Overall PDF created with pdfFactory trial version www.pdffactory.com

Scale:

1/16"=1'-0"

B

Date:

12/17/10 Project No:

A

10036

PLAN NORTH

KEY PLAN

1

A2.0

FLOOR PLAN - Overall SCALE: 1/16" = 1'-0" Sheet:

of

LU DD EK E

NEW CONSTRUCTION KEYNOTES DESIGNATED BY: 1.

5'-0" WIDE SLAB LEAVE-OUT; LEAVE OPEN FOR FUTURE TENANT PLUMBING 2.

5'-0" WIDE SLAB LEAVE-OUT; POUR BACK AFTER PANEL INSTALLATION 3.

IMPACT RESISTANT ALUM. STOREFRONT SYSTEM 4.

SUNSCREEN LOUVER ABOVE 5.

1-3/4", 18 GAUGE, HOLLOW METAL FLUSH STEEL DOOR (GALVANIZED, PRIMED, PTD.) PROVIDE PEEP HOLE AT 5'-0" AFF 16 GAUGE HOLLOW METAL FRAME (GALVANIZED, PRIMED, PTD.) 20 MINUTE LABEL AT TENANT SEPERATION WALL 6.

1-1/2" EIFS CORNER PILASTER 7.

TYPICAL PANEL JOINT. PROVIDE BACKER ROD AND SEALANT BOTH SIDES 8.

STRUCTURAL STEEL COLUMN 9.

LIMESTONE VENEER 10. 10'-0" X 10'-0" OVERHEAD COILING DOOR, GALV. AND PTD. 11. TENANT SEPARATION WALLS: 6" 25 GA METAL STUDS AT 16" O.C. WITH 5/8" TYPE "X" GYP BD BOTH SIDES UP TO METAL DECK. FILL STUDS WITH 5 1/2" SOUND ATTENTUATION BATTS. 12. 6" DIA. CONCRETE FILLED PIPE BOLLARD. 13. DUMPSTER LOCATIONS 14. ROOF HATCH LADDER 15. 4" x 6" CONC. CURB, PTD.

68

" 2'-9 3'-2" 2'-0"

18'-0"

2'-0"

18'-0"

2'-0"

18'-0"

18'-0"

2'-0"

18'-0"

2'-4"2'-4"

15'-4"

2'-4"2'-4"

15'-4"

2'-0" 3'-0"

15'-4"

2'-4"2'-4"

2'-4"

6'-4"

7'-2"

15'-4"

11'-10"

2'-4"2'-4"

20 '-0 "

11'-4"

4" 2'-0"

1' -9

15'-4"

NO.

9' -8 "

13 '-2

2'-4"

130'-8"

15'-4"

Tenant Separation Wall: #U465 (Non-Bearing 1 hr.)

UL Listed Assemblies:

10'-8" 2'-4"

2'-0" 3'-2" 15'-9"

Storage 9'-6"

2'-4" 2'-4"

20 '-0 "

3' -4 "

49'-6"

6'-0" 6'-0"

25'-0"

6'-0"

6'-7"

6'-0"

11'-1"

4'-0"

5'-4"

23'-4 3/4"

23'-4 3/4" 140'-0"

23'-4 3/4"

26'-4 3/4" 20'-11"

14'-9 1/2"

13'-9 1/2"

14'-1 3/4"

5'-4"

1'-3"

5'-4"

10'-2"

23'-4 3/4" 20'-10"

4'-2"

15'-6"

15'-10"

7'-6"

Scale:

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

5'-4"

15'-0"

12/17/10

5'-4"

Project No:

25'-8"

10036

PLAN NORTH

A

FLOOR PLAN Zone A 1 SCALE: 1/8" = 1'-0"

A2.1

KEY PLAN Sheet:

of

Floor Plan - Zone A

Parkdale Plaza Retail Center S. Staples St. at Gollihar Rd.

Outside Door to have combination lock for tenant access to roof hatch

3'-0" 3'-4"

3'-4"

10'-0"

9'-9"

3'-9"

6'-0"

2'-4" 2'-4"

2'-0" 15'-9" 3'-2" 2'-0"

2'-8"

4' -0 "

1/ 2" 5' -5 6'-0"

3'-4"

6'-0"

66'-5"

15'-4"

8'-6"

24'-6"

2'-0"

3'-4" x 7'-3" Opening in wall for future service window

1'-3"

15'-0"

10 '-0 20 " '-1 1"

7'-6"

2'-0" 3'-4"

15'-9"

2'-4" 2'-4"

Exit Corridor Wall: #U465 (Non-Bearing 1 hr.)

90'-8"

15'-4"

100'-0"

15'-9" 2'-0"

Fire Riser

B NE A ZO NE ZO

UL Listed Assemblies:

5' -5

1/ 2"

R/R

6'-0"

2'-0"

Interior Door to have deadbolt lock

" '-6 19

79'-4"

: ies

6'-0"

bl

7'-11"

m

5" 1'-6"

se l: r.)

As al 1 h d nWg te atio arin Lis Separon-Be UL nant 5 (N Te U46 #

5'-4"

1' -9

1/ 4"

9'-4"

15'-0"

25'-8"

3/ 8"

1/ 4"

10'-8"

7'-11"

9'-4"

15'-0"

5'-4"

1'-3"

1'-6" 5"

" 1'-3

2'-0"

REVISION ISSUE / BY

5'-4"

6' -4 "

15'-0"

11 '-4 "

5'-4"

0" '-1 11

0" 15'-

25'-8"

DATE

" 2'-9

6" 20'-

25'-8"

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NEW CONSTRUCTION KEYNOTES:

1' -0 "

2"

4"

3' 1' 0" -0 "

NEW CONSTRUCTION KEYNOTES DESIGNATED BY: 1.

5'-0" WIDE SLAB LEAVE-OUT; LEAVE OPEN FOR FUTURE TENANT PLUMBING 2.

5'-0" WIDE SLAB LEAVE-OUT; POUR BACK AFTER PANEL INSTALLATION 3.

IMPACT RESISTANT ALUM. STOREFRONT SYSTEM 4.

SUNSCREEN LOUVER ABOVE 5.

1-3/4", 18 GAUGE, HOLLOW METAL FLUSH STEEL DOOR (GALVANIZED, PRIMED, PTD.) PROVIDE PEEP HOLE AT 5'-0" AFF 16 GAUGE HOLLOW METAL FRAME (GALVANIZED, PRIMED, PTD.) 6.

1-1/2" EIFS CORNER PILASTER 7.

TYPICAL PANEL JOINT. PROVIDE BACKER ROD AND SEALANT BOTH SIDES 8.

STRUCTURAL STEEL COLUMN 9.

LIMESTONE VENEER 10. 10'-0" X 10'-0" OVERHEAD COILING DOOR, GALV. AND PTD. 11. TENANT SEPARATION WALLS: 6" 25 GA METAL STUDS AT 16" O.C. WITH 5/8" TYPE "X" GYP BD BOTH SIDES UP TO METAL DECK. FILL STUDS WITH 5 1/2" SOUND ATTENTUATION BATTS. 12. 6" DIA. CONCRETE FILLED PIPE BOLLARD. 13. DUMPSTER LOCATIONS 14. ROOF HATCH LADDER 15. 4"X6" CONC. CURB, PTD. 16. ELECTRICAL GUTTER LOCATION

7 1/4"

15 '-4 "

2' -0 "

3

HM DOOR HEAD SCALE: 3" = 1'-0"

5' -4 "

15 '-4 "

3' -2 "2

'-0 "

2' -4 "2 '-4 "

18 '-0 "

LU DD EK E

2' -4 "2 '-4 "

18 '-0 "

15 '-4 "

2"

2' -0 "

2' -4 "

4"

18 '-0 "

6"

2' -4 "

DATE

" -8 4'

18 '-0 "

5' -4 " 11 '-4 "

20 '-0 "

REVISION ISSUE / BY NO.

5' 9' 4" -0 1' " -1 0"

20 '-0 "

11 5'-4 '-4 " " 1' -1 0"

2' -0 "3 '-2 "

15 '-4 "

1' -1 0"

19 '-0 "

SCALE: 3" = 1'-0"

C NE B ZO NE ZO

5' -4 "

15 '-4 "

5' -4 "

1' -1 0"

19 '-0 "

" -3 1' 0" '-1 11

4

HM DOOR THRESHOLD

1-1/8"

1-1/8"

" -6 1'

ALUM STOREFRONT HEAD SCALE: 1 1/2" = 1'-0"

3' -4 "

2' -4 "2 '-4 "

2' -6 "

1" -1 7'

18 '-0 "

5

15 '-4 "

2' -0 "

20 '-0 "

2' -4 "

5"

7 1/4" 1-1/8"

1-1/8"

SCALE: 3" = 1'-0"

2' -6 "

15'-4"

3'-4"

4'-2"

9'-8" 3'-0"

3'-4"

F.F.

7'-0"

10'-0"

8'-8" 1'-4"

7'-0"

8'-8" 1'-4"

1'-4"

20 '-0 "

7'-0"

8'-8"

20 '-0 "

4'-2"

11'-4" 3'-0"

4'-0"

4'-0"

3'-2"

3'-2"

6'-7"

B

3'-0"

10'-4"

4'-2"

11'-4" 3'-0"

1. PUSH-PULLS: SINGLE ACTING ARCHITECTS CLASSIC HARDWARE "CO-9 PULL" AND "CO-11 PUSH BAR." 2. DOOR CLOSURES: RY-D4550-EDA-689 WITH DROP PLATE RY-45-180 BY STANLEY SECURITY SOLUTIONS. 3. PIVOTS/BUTTS: MANUFACTURER'S STANDARD. 4. WEATHERSTRIPPING: MANUFACTURER'S STANDARD.

4'-2"

7'-0" 1'-4"

1'-4"

F.F.

10'-0"

8'-8" 8'-8"

10'-0" 7'-0"

1'-4"

1'-4"

PLAN NORTH

7'-3"

B NE A ZO NE ZO

KEY PLAN

5'-11"

8'-8"

3'-4"

7'-4"

20 '-0 "

3'-5"

HARDWARE: PER MANUFACTURER'S STANDARD AS FOLLOWS:

STOREFRONT SYSTEM: 2 3/4" x 5" FLUSH GLAZE I.R. FRAME WITH 9/16" I.R. CLEAR, LOW-E GLASS, CLEAR ANDODIZED FINISH, KAWNEER IR-500

Scale:

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

12/17/10 Project No:

10036

3'-3"

FLOOR PLAN Zone B 1 SCALE: 1/8" = 1'-0"

STOREFRONT TYPES 2 SCALE: 1/4" = 1'-0"

A2.2 Sheet: of

Floor Plan - Zone B

ALUM STOREFRONT SILL

3' -4 "

20 '-0 "

" -0 1'

6

Parkdale Plaza Retail Center S Staples St. at Gollihar Rd.

22 '-4 18 " 2' -4 "

5 5/8"

4' -6 "

2' -4 "

" -0 7'

4' -6 "

" '-0 70

" -0 6'

15 '-4 "

" -6 4'

1' -0 "

" -6 4'

2' -4 "2

'-4 "

18 '-0 "

15 '-4 "

2' -0 "

20 '-0 "

5"

" -0 5'

3' 1' 0" -0 "

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NEW CONSTRUCTION KEYNOTES:

5'-4"

54'-2"

15'-0"

5'-4"

5'-4" 4'-8"

6'-7"

10'-4"

6'-7"

6'-7"

4"

26'-6" 10'-4"

6'-7"

3'-0" 1'-3"

5'-7"

9'-10"

1'-9" 3'-4"

23'-6"

9' -8 "

1' -9

1/ 8"

10'-8"

1-1/2" EIFS adhered to wall

20'-0"

Outline of EIFS Crown above

4'-8"

7-1/4" thick Concrete Tilt-Wall Panel 4" nominal Limestone Veneer

5'-7"

5'-4"

3'-4" 1'-9" 15'-4"

7-1/4" thick Concrete Tilt-Wall Panel

3'-2"

9'-4" 1' -9 1/ 4"

15'-0" 2'-0" 3'-2"

9'-10"

18'-0"

5'-4"

2'-4"

4"x6" Concrete Curb, ptd.

4"

20'-0"

25'-8"

13 '-2

3/ 8"

1'-3"

4"

2'-8"

5'-4"

1'-3"

4"

9'-4"

3'-2"

LU DD EK E

PDF created with pdfFactory trial version www.pdffactory.com

25'-8"

DATE

ENLARGED DETAIL SCALE: 1" = 1'-0"

1'-3"

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

4"

2'-2

" 1'-3

/8" 25 4"

2'-4" 2'-4"

2 5/8"

7-1/4" thick Concrete Tilt-Wall Panel

NO.

2'-0"

4"

" 2'-9 1'-3"

REVISION ISSUE / BY

4

20'-0"

15'-4"

18'-0"

2'-0"

2'-4" 2'-4"

5

140'-0"

20'-0"

15'-4"

4"x6" Concrete Curb, ptd.

4'-8"

20'-0"

15'-4"

18'-0"

3'-10"

1'-5"

4'-1 3/8"

11 2

1" 1'-1

4'-8"

5'-4"

2'-0"

2'-4" 2'-4"

4'-1"

130'-8"

18'-0"

4" nominal Limestone Veneer

4"

2'-0"

4"

4" 1'-3"

3

ENLARGED DETAIL

6

SCALE: 1" = 1'-0"

ENLARGED DETAIL SCALE: 1" = 1'-0"

1'-6"

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

2'-0"

#4 Rebar in Grout-Filled cells

2' -4 "

6'-0"

Steel Column

4"

24'-9"

6' -4 "

6'-0"

Outline of Cast-Stone Cap

2'-0"

5'-2"

1'-0"

3'-4"

11'-4" 2'-4"

11 '-4 "

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

6'-0"

2' -4 "

20'-0"

0" 15'-

2'-9 "

20'-

6"

" -3 1'

2'-6"

6"x8"x16" Standard "Grey" CMU Split-Face, ptd.

7-1/4" thick Concrete Tilt-Wall Panel 4" nominal Limestone Veneer

ENLARGED DETAIL 2 SCALE: 1" = 1'-0" 49'-6"

4"x6" Concrete Curb, ptd.

ENLARGED DETAIL 7 SCALE: 1" = 1'-0"

14'-1 3/4"

3' -4 "

3'-4"

24'-9"

NEW CONSTRUCTION KEYNOTES:

C NE B ZO NE ZO

14'-1 3/4"

20'-6"

PLAN NORTH

NEW CONSTRUCTION KEYNOTES DESIGNATED BY: 1.

5'-0" WIDE SLAB LEAVE-OUT; LEAVE OPEN FOR FUTURE TENANT PLUMBING 2.

5'-0" WIDE SLAB LEAVE-OUT; POUR BACK AFTER PANEL INSTALLATION 3.

IMPACT RESISTANT ALUM. STOREFRONT SYSTEM 4.

SUNSCREEN LOUVER ABOVE 5.

1-3/4", 18 GAUGE, HOLLOW METAL FLUSH STEEL DOOR (GALVANIZED, PRIMED, PTD.) PROVIDE PEEP HOLE AT 5'-0" AFF 16 GAUGE HOLLOW METAL FRAME (GALVANIZED, PRIMED, PTD.) 6.

1-1/2" EIFS CORNER PILASTER 7.

TYPICAL PANEL JOINT. PROVIDE BACKER ROD AND SEALANT BOTH SIDES 8.

STRUCTURAL STEEL COLUMN 9.

LIMESTONE VENEER 10. 10'-0" X 10'-0" OVERHEAD COILING DOOR, GALV. AND PTD. 11. TENANT SEPARATION WALLS: 6" 25 GA METAL STUDS AT 16" O.C. WITH 5/8" TYPE "X" GYP BD BOTH SIDES UP TO METAL DECK. FILL STUDS WITH 5 1/2" SOUND ATTENTUATION BATTS. 12. 6" DIA. CONCRETE FILLED PIPE BOLLARD. 13. DUMPSTER LOCATIONS 14. ROOF HATCH LADDER 15. 4" x 6" CONC. CURB, PTD. 16. ELECTRICAL GUTTER LOCATION

FLOOR PLAN Zone C 1 SCALE: 1/8" = 1'-0"

Scale:

C

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

12/17/10 Project No:

10036

A2.3 KEY PLAN

Sheet: of

Floor Plan - Zone C

9"

Parkdale Plaza Retail Center S. Staples St. at Gollihar Rd.

9"

4"

4'-8 1/2"

6'-4"

2'-4"

11'-10" 3'-0" 2'-0"

2'-0"

4"x6" Concrete Curb, ptd.

20'-0"

15'-4"

18'-0"

4"

2'-9 "

4" nominal Limestone Veneer 4"

70'-0" 4"

7'-11" 2'-4"2'-4"

1'-6"

1'-3"

7-1/4" thick Concrete Tilt-Wall Panel

REVISION ISSUE / BY

DATE

LU DD EK E

PDF created with pdfFactory trial version www.pdffactory.com

NO.

1/4" PER FOOT

B NE A ZO NE ZO 1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

3-PLY MODIFIED BITUMEN SBS ROOF, SLOPE AT 1/4" PER FOOT BUILT-UP INSULATION ROOF CRICKET, SLOPE AT 1/2" PER FOOT ROOFTOP MECHANICAL ZONE FOR FUTURE EQUIPMENT, RE: STRUCTUAL DRAWING 8" DEEP X 6" WIDE X 2'-0" LONG CATCHMENT GUTTER, 24 GA. GALV. AND PTD. 10" X 6" DOWNSPOUT, 24 GA. GALV. AND PTD. THRU-WALL SCUPPER OPENING 5" OGEE GUTTER AND DOWNSPOUT, 24 GA. GALV. AND PTD. 24 GA. STANDING SEAM ROOF, GALVALUME ROOF EXPANSION JOINT 3' X 3' RUBBER TRAFFIC PAD AT LADDER 2' X 2' LOUVERED PENTHOUSE ACCESS PANEL WITH KEYED LATCH, PAINT TO MATCH PARAPET WALL OUTLINE OR CROWN TRIM LOUVERED SUNSCREEN 42" x 42" ROOF HATCH FINIAL OUTLINE OF WALL BELOW CANOPY OUTLINE OF CANTILEVERED PARAPET.

ROOF GENERAL NOTES: ROOF SYSTEMS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS AND THE TEXAS DEPARTMENT OF INSURANCE FOR WIND-SPEED OF 130 MPH. PROVIDE OWNER WITH WPI-8 CERTIFICATION OF COMPLIANCE UPON COMPLETION OF PROJECT. CONTRACTOR TO PROVIDE ALL LEAD FLASHINGS, COUNTER FLASHING, PITCH PANS, ETC TO ENSURE A COMPLETE AND WATER TIGHT INSTALLATION PROVIDE A CONCRETE SPLASH BLOCK @ EACH DOWNSPOUT MECHANICAL, ELECTRICAL, PLUMBING AND REFRIGERATION (MEPR) EQUIPMENT, PIPING AND CONDUIT FLASHING: MEPR CONTRACTORS SHALL FURNISH ALL REQUIRED MEPR FLASHING; ROOFING CONTRACTOR SHALL FURNISH ALL OTHER FLASHING; ROOFING CONTRACTOR SHALL INSTALL ALL FLASHING. ALL COPING, DOWNSPOUTS, GUTTERS, METAL FLASHING, ETC. SHALL BE 24 GAUGE GALVANIZED IRON.

A PLAN NORTH

KEY PLAN

1

ROOF PLAN - Zone A SCALE: 1/8" = 1'-0"

MAINTAIN 12" MINIMUM CLEARANCE BETWEEN ALL ROOF PENETRATIONS AND VERTICAL SURFACES. DO NOT PENETRATE CANTS AND BASE FLASHING.

Scale:

PROVIDE CRICKETS AT ALL SQUARE PENETRATIONS AND VERTICAL SURFACES EXCEEDING 12" IN WIDTH MEASURED ACROSS FLOW DIRECTION, LOCATIONS TO MAINTAIN POSITIVE DRAINAGE PATTERNS. SERVICE PADS: SURROUND AHU UNITS AND ROOF EQUIPMENT AS NOTED AND PER ROOFING MEMBRANE MANUFACTURER. (TYP.)

Date:

1/8"=1'-0" 12/17/10 Project No:

10036

GUTTER EXPANSION JOINTS AT 40' O.C. MAXIMUM, TYPICAL. ALL FUTURE TENANT ROOF TOP EQUIPMENT SHALL BE MOUNTED ON CURBS

A3.1

ALL FUTURE ROOF PLUMBING OR CONDUIT PENETRATIONS (N.I.C.) SHALL BE AS PER DETAIL. PROVIDE 20 YEAR N.D.L. ROOF WARRANTY Sheet:

of

Roof Plan - Zone A

NEW CONSTRUCTION KEYNOTES DESIGNATED BY:

Parkdale Plaza Retail Center S. Staples St. at Gollihar Rd.

SLOPE ROOF

NE LI CH 3.2 AT AM : 1/ RE

NEW CONSTRUCTION KEYNOTES:

NO.

C NE B ZO NE ZO

REVISION ISSUE / BY

DATE

E LIN CH 3.3 AT AM : 1/ RE

LU DD EK E

PDF created with pdfFactory trial version www.pdffactory.com F O T RO OO PE R F O E SL " P 4 1/

NEW CONSTRUCTION KEYNOTES:

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

3-PLY MODIFIED BITUMEN SBS ROOF, SLOPE AT 1/4" PER FOOT BUILT-UP INSULATION ROOF CRICKET, SLOPE AT 1/2" PER FOOT ROOFTOP MECHANICAL ZONE FOR FUTURE EQUIPMENT, RE: STRUCTUAL DRAWING 8" DEEP X 6" WIDE X 2'-0" LONG CATCHMENT GUTTER, 24 GA. GALV. AND PTD. 10" X 6" DOWNSPOUT, 24 GA. GALV. AND PTD. THRU-WALL SCUPPER OPENING 5" OGEE GUTTER AND DOWNSPOUT, 24 GA. GALV. AND PTD. 24 GA. STANDING SEAM ROOF, GALVALUME ROOF EXPANSION JOINT 3' X 3' RUBBER TRAFFIC PAD AT LADDER 2' X 2' LOUVERED PENTHOUSE ACCESS PANEL WITH KEYED LATCH, PAINT TO MATCH PARAPET WALL OUTLINE OR EIFS CROWN TRIM LOUVERED SUNSCREEN 42" X 42" ROOF HATCH FINIAL OUTLINE OF WALL BELOW CANOPY OUTLINE OF CANTILEVERED PARAPET

NE LI CH 3.1 AT AM : 1/ RE

ROOF GENERAL NOTES: ROOF SYSTEMS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS AND THE TEXAS DEPARTMENT OF INSURANCE FOR WIND-SPEED OF 130 MPH. PROVIDE OWNER WITH WPI-8 CERTIFICATION OF COMPLIANCE UPON COMPLETION OF PROJECT. CONTRACTOR TO PROVIDE ALL LEAD FLASHINGS, COUNTER FLASHING, PITCH PANS, ETC TO ENSURE A COMPLETE AND WATER TIGHT INSTALLATION PROVIDE A CONCRETE SPLASH BLOCK @ EACH DOWNSPOUT MECHANICAL, ELECTRICAL, PLUMBING AND REFRIGERATION (MEPR) EQUIPMENT, PIPING AND CONDUIT FLASHING: MEPR CONTRACTORS SHALL FURNISH ALL REQUIRED MEPR FLASHING; ROOFING CONTRACTOR SHALL FURNISH ALL OTHER FLASHING; ROOFING CONTRACTOR SHALL INSTALL ALL FLASHING.

B NE A ZO NE ZO

ALL COPING, DOWNSPOUTS, GUTTERS, METAL FLASHING, ETC. SHALL BE 24 GAUGE GALVANIZED IRON.

B PLAN NORTH

MAINTAIN 12" MINIMUM CLEARANCE BETWEEN ALL ROOF PENETRATIONS AND VERTICAL SURFACES. DO NOT PENETRATE CANTS AND BASE FLASHING.

Scale:

PROVIDE CRICKETS AT ALL SQUARE PENETRATIONS AND VERTICAL SURFACES EXCEEDING 12" IN WIDTH MEASURED ACROSS FLOW DIRECTION, LOCATIONS TO MAINTAIN POSITIVE DRAINAGE PATTERNS. SERVICE PADS: SURROUND AHU UNITS AND ROOF EQUIPMENT AS NOTED AND PER ROOFING MEMBRANE MANUFACTURER. (TYP.)

Date:

1/8"=1'-0" 12/17/10 Project No:

10036

GUTTER EXPANSION JOINTS AT 40' O.C. MAXIMUM, TYPICAL.

ROOF PLAN - Zone B 1 SCALE: 1/8" = 1'-0"

KEY PLAN

ALL FUTURE TENANT ROOF TOP EQUIPMENT SHALL BE MOUNTED ON CURBS

A3.2

ALL FUTURE ROOF PLUMBING OR CONDUIT PENETRATIONS (N.I.C.) SHALL BE AS PER DETAIL. PROVIDE 20 YEAR N.D.L. ROOF WARRANTY Sheet:

of

Roof Plan - Zone B

1.

2.

3.

Parkdale Plaza Retail Center S. Staples St. at Gollihar Rd.

NEW CONSTRUCTION KEYNOTES DESIGNATED BY:

DATE

LU DD EK E

PDF created with pdfFactory trial version www.pdffactory.com

REVISION ISSUE / BY

Future HVAC Curb 3 SCALE: 3" = 1'-0"

NO.

Roof Expansion Joint 2 SCALE: 3" = 1'-0"

SLOPE ROOF 1/4" PER FOOT

4

Wall Flashing SCALE: 3" = 1'-0"

NEW CONSTRUCTION KEYNOTES: NEW CONSTRUCTION KEYNOTES DESIGNATED BY:

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

Plumbing Vent Stack 5 SCALE: 3" = 1'-0"

ROOF GENERAL NOTES: ROOF SYSTEMS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS AND THE TEXAS DEPARTMENT OF INSURANCE FOR WIND-SPEED OF 130 MPH. PROVIDE OWNER WITH WPI-8 CERTIFICATION OF COMPLIANCE UPON COMPLETION OF PROJECT. CONTRACTOR TO PROVIDE ALL LEAD FLASHINGS, COUNTER FLASHING, PITCH PANS, ETC TO ENSURE A COMPLETE AND WATER TIGHT INSTALLATION PROVIDE A CONCRETE SPLASH BLOCK @ EACH DOWNSPOUT

NE LI CH 3.2 AT AM : 1/ RE

C

MECHANICAL, ELECTRICAL, PLUMBING AND REFRIGERATION (MEPR) EQUIPMENT, PIPING AND CONDUIT FLASHING: MEPR CONTRACTORS SHALL FURNISH ALL REQUIRED MEPR FLASHING; ROOFING CONTRACTOR SHALL FURNISH ALL OTHER FLASHING; ROOFING CONTRACTOR SHALL INSTALL ALL FLASHING. ALL COPING, DOWNSPOUTS, GUTTERS, METAL FLASHING, ETC. SHALL BE 24 GAUGE GALVANIZED IRON. MAINTAIN 12" MINIMUM CLEARANCE BETWEEN ALL ROOF PENETRATIONS AND VERTICAL SURFACES. DO NOT PENETRATE CANTS AND BASE FLASHING. PROVIDE CRICKETS AT ALL SQUARE PENETRATIONS AND VERTICAL SURFACES EXCEEDING 12" IN WIDTH MEASURED ACROSS FLOW DIRECTION, LOCATIONS TO MAINTAIN POSITIVE DRAINAGE PATTERNS. SERVICE PADS: SURROUND AHU UNITS AND ROOF EQUIPMENT AS NOTED AND PER ROOFING MEMBRANE MANUFACTURER. (TYP.)

TAPERED INSULATION BOARD TO PROVIDE POSITIVE DRAINAGE TO THRU-WALL SCUPPERS. FIELD VERIFY TO ELIMINATE PONDING.

KEY PLAN

GUTTER EXPANSION JOINTS AT 40' O.C. MAXIMUM, TYPICAL.

C G IN G B ILD IN BU ILD BU

ALL FUTURE TENANT ROOF TOP EQUIPMENT SHALL BE MOUNTED ON CURBS ALL FUTURE ROOF PLUMBING OR CONDUIT PENETRATIONS (N.I.C.) SHALL BE AS PER DETAIL.

6

Parapet Cap with EIFS SCALE: 3" = 1'-0"

7

Parapet Cap without EIFS

Scale:

1/8"=1'-0"

SCALE: 3" = 1'-0" Date:

12/17/10 Project No:

PROVIDE 20 YEAR N.D.L. ROOF WARRANTY

10036

PLAN NORTH

1

Roof Plan - Zone C SCALE: 1/8" = 1'-0"

A3.3 Sheet: of

Roof Plan - Zone C

4.

3-PLY MODIFIED BITUMEN SBS ROOF, SLOPE AT 1/4" PER FOOT BUILT-UP INSULATION ROOF CRICKET, SLOPE AT 1/2" PER FOOT ROOFTOP MECHANICAL ZONE FOR FUTURE EQUIPMENT, RE: STRUCTUAL DRAWING 8" DEEP X 6" WIDE X 2'-0" LONG CATCHMENT GUTTER, 24 GA. GALV. AND PTD. 10" X 6" DOWNSPOUT, 24 GA. GALV. AND PTD. THRU-WALL SCUPPER OPENING 5" OGEE GUTTER AND DOWNSPOUT, 24 GA. GALV. AND PTD. 24 GA. STANDING SEAM ROOF, GALVALUME ROOF EXPANSION JOINT 3' X 3' RUBBER TRAFFIC PAD AT LADDER 2' X 2' LOUVERED PENTHOUSE ACCESS PANEL WITH KEYED LATCH, PAINT TO MATCH PARAPET WALL OUTLINE OR EIFS CROWN TRIM LOUVERED SUNSCREEN 42" X 42" ROOF HATCH FINIAL OUTLINE OF WALL BELOW CANOPY OUTLINE OF CANTILEVERED PARAPET

Parkdale Plaza Retail Center S. Staples St. at Gollihar Rd.

1.

2.

3.

PDF created with pdfFactory trial version www.pdffactory.com

NEW CONSTRUCTION KEYNOTES:

5'-0"

5'-0"

5'-0"

5'-0"

11'-0"

3'-10"

ALTERNATE #1 REPLACE PAINTED CMU WITH LIMESTONE VENEER

20'-0" 5'-0"

5'-0"

5'-0"

11'-0"

9'-8"

19'-5"

NO.

22'-10"

5'-0"

REVISION ISSUE / BY

5'-4"

SEE 3-A4.1

9'-6"

MATCH LINE

9'-6"

R77'-0"

EQ. EQ.

DATE

TYPICAL AT EACH CANOPY COLUMN.

SEE 1-A4.1

MATCH LINE

FRONT ELEVATION Zone C 1 SCALE: 1/8" = 1'-0"

CONCRETE TILT-WALL PANEL, PTD. CONCRETE TILT-WALL PANEL REVEAL CONCRETE TILT-WALL PANEL JOINT SCULPTURAL GRILLE IMPACT RESISTANT ALUMINUM STOREFRONT SYSTEM NOT USED NOT USED 3" WIDE EIFS TRIM SURROUND PLATE CONNECTION KNEE BRACE WALL PACK LIGHT FIXTURE SIGN BY TENANT LOUVERED SUNSCREEN LIMESTONE VENEER 8" WIDE EIFS TRIM HM DOOR AND FRAME, PTD. 6"X8" GUTTER, GALV. AND PTD. 6"X10" DOWNSPOUT, GALV. AND PTD. DECORATIVE WALL MOUNT LIGHT FIXTURE 1-1/2" THICK EIFS (HEAVY FINISH) 24" WIDE ROOF ACCESS LADDER, GALV. AND PTD. METAL DRIP OVER DOOR, GALV. AND PTD. 4" WIDE X 6" HIGH CONCRETE CURB, PTD. FINIAL ROOF LINE BEYOND (SHOWN DASHED) 24 GA. GALVALUME SS ROOF PANEL PRECAST SILL 22 GA. METAL PARAPET CAP, GALV. AND PTD. 5" OGEE GUTTER, GALV. AND PTD. 8" TS COLUMN, GALV. AND PTD. THRU-WALL SCUPPER, GALV. AND PTD. 6"x8"x16" CENTER SCORE SPLIT-FACE CMU, PTD. DUMPSTER LOCATION OUTLINE CANOPY STRUCTURE 2"x2" TUBE BRACKET, GALV. AND PTD. 5" BOX GUTTER, GALV. AND PTD. FAUX WOOD BEAM CORBEL EIFS BANDING AT TOP OF WALL

LU DD EK E

20'-0"

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

31.

32.

33.

34.

35.

36.

37.

SEE 2-A4.1

MATCH LINE

NEW CONSTRUCTION KEYNOTES DESIGNATED BY:

ELEVATION GENERAL NOTES:

EXTERIOR FINISHES: 20'-0" 5'-0"

5'-0"

5'-0"

FRONT ELEVATION - Zone A SCALE: 1/8" = 1'-0"

20'-0" 5'-0"

5'-0"

5'-0"

23'-6"

EXTERIOR PAINT SCHEDULE

5'-10 1/2" 5'-10 1/2" 5'-10 1/2" 5'-10 1/2"

5'-0"

4'-0"

4'-0"

4'-0"

5'-9"

3'-10"

4'-0"

5'-9"

9'-4"

Scale:

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

12/17/10 Project No:

10036

4

SIDE ELEVATION - Zone A SCALE: 1/8" = 1'-0"

5

SIDE ELEVATION - Zone A SCALE: 1/8" = 1'-0"

A4.1 Sheet: of

Exterior Elevations

5'-0"

Parkdale Plaza Retail Center S. Staples St. at Gollihar Rd.

3

SEE 2-A4.1

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

MATCH LINE

2

FRONT ELEVATION - Zone B

PDF created with pdfFactory trial version www.pdffactory.com

NEW CONSTRUCTION KEYNOTES:

REVISION ISSUE / BY

MATCH LINE

DATE

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

LU DD EK E

REAR ELEVATION - Zone A

SEE 1-A4.2

10'-0" NO.

10'-0"

SEE 2-A4.2

REAR ELEVATION Zone B 2 SCALE: 1/8" = 1'-0" MATCH LINE

ELEVATION GENERAL NOTES:

4'-0"

EXTERIOR FINISHES:

10'-0"

REAR ELEVATION Zone C 3 SCALE: 1/8" = 1'-0"

PRO AUDIO KEYBOARDS

4

FRONT ELEVATION - East SCALE: 1/8" = 1'-0"

DRUMS SOFTWARE

5

SIDE ELEVATION - South SCALE: 1/8" = 1'-0"

EXTERIOR PAINT SCHEDULE

Scale:

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

12/17/10 Project No:

10036

REAR ELEVATION West 6 SCALE: 1/8" = 1'-0"

SIDE ELEVATION North 7 SCALE: 1/8" = 1'-0"

A4.2 Sheet: of

Exterior Elevations

10'-0"

Parkdale Plaza Retail Center S. Staples St. at Gollihar Rd.

MATCH LINE

1

EQUAL

CONCRETE TILT-WALL PANEL, PTD. CONCRETE TILT-WALL PANEL REVEAL CONCRETE TILT-WALL PANEL JOINT SCULPTURAL GRILLE IMPACT RESISTANT ALUMINUM STOREFRONT SYSTEM NOT USED NOT USED 3" WIDE EIFS TRIM SURROUND PLATE CONNECTION KNEE BRACE WALL PACK LIGHT FIXTURE SIGN BY TENANT LOUVERED SUNSCREEN LIMESTONE VENEER 8" WIDE EIFS TRIM HM DOOR AND FRAME, PTD. 6"X8"X24" LONG GUTTER, GALV. AND PTD. 6"X10" DOWNSPOUT, GALV. AND PTD. DECORATIVE WALL MOUNT LIGHT FIXTURE 1-1/2" THICK EIFS (HEAVY FINISH) 24" WIDE ROOF ACCESS LADDER, GALV. AND PTD. METAL DRIP OVER DOOR, GALV. AND PTD. 4" WIDE X 6" HIGH CONCRETE CURB, PTD. FINIAL ROOF LINE BEYOND (SHOWN DASHED) 24 GA. GALVALUME SS ROOF PANEL PRECAST SILL 22 GA. METAL PARAPET CAP, GALV. AND PTD. 5" OGEE GUTTER, GALV. AND PTD. 8" TS COLUMN, GALV. AND PTD. THRU-WALL SCUPPER, GALV. AND PTD. 6"x8"x16" CENTER SCORE SPLIT-FACE CMU, PTD. 10' x 10' OVERHEAD CEILING DOOR. GALV. & PTD. CANOPY STRUCTURE 2"x2" TUBE BREACKET, GALV. & PTD. 5" BOX GUTTER, GALV. & PTD. FAUX WOOD BEAM CORBEL EIFS BANDING AT TOP OF WALL ELECTRICAL GUTTER LOCATION

SEE 3-A4.2

EQUAL

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

31.

32.

33.

34.

35.

36.

37.

38.

SEE 2-A4.2

MATCH LINE

NEW CONSTRUCTION KEYNOTES DESIGNATED BY:

1/2"

3/4" 3/4"

1 1/2"

1/2"

1/2"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

Backer Rod and Sealant, both sides

PANEL JOINT 6 SCALE: 3" = 1'-0"

2X Wood Nailer bolted to wall panel at 2'-8" o.c.

Epoxy paint backside of exposed concrete tilt-wall, typical throughout

4"

3"

Epoxy paint backside of exposed concrete tilt-wall, typical throughout

10 1/4"

2X Wood Nailer bolted to wall panel at 2'-8" o.c.

8"

Springlok removeable surface mounted flashing, continuous

"Vee" shaped reveal 4" Cant Strip

4" Cant Strip

REVISION ISSUE / BY

Springlok removeable surface mounted flashing, continuous

1'-0"

Epoxy paint backside of exposed concrete tilt-wall, typical throughout

10 1/4"

DATE

2X Wood Nailer bolted to wall panel at 2'-8" o.c.

24 ga Galv Metal Parapet Cap, ptd.

8"

24 ga Galv Metal Parapet Cap, ptd.

4"

24 ga Galv Metal Parapet Cap, ptd.

LU DD EK E

EIFS REVEAL 5 SCALE: 3" = 1'-0"

1'-0"

1'-8"

PANEL REVEAL 4 SCALE: 3" = 1'-0"

1 1/2" EIFS on 1/2" Sheathing

3"

Concrete Tilt-Wall Panel

Continuous Sealant 1-1/2" thick EIFS bands

1-1/2" thick EIFS bands

18'-6" TOJ

18'-6" TOJ

Springlok removeable surface mounted flashing, continuous

NO.

Modified Bitumen B/U roof over R-19 Rigid insulation, 3/4" cover board and 1 1/2" steel deck

Concrete Wall Panel, ptd.

7 1/4"

Bar Joist 10'-9"

Galv. Metal Gutter, ptd.

21'-9" Top of Concrete Wall Panel AFF

Concrete Wall Panel, ptd.

7 1/4"

Cont. Sealant

Cont. Sealant

24 ga. Galv. Flashing and Counter-flashing, ptd.

24 ga. Galv. Flashing and Counter-flashing, ptd.

24 ga. Galvalume Standing Seam metal roof

24 ga. Galvalume Standing Seam metal roof

1'-8 3/8"

1'-8 3/8" 2'-0"

12 4

2'-0" 2'-0"

2'-0"

8"

8" 2'-0"

3'-8"

2'-0" 2'-0"

2'-0"

Galv. & Ptd. Structural Steel

Galv. & Ptd. Structural Steel (Paint Before installation of S.S. Metal Roof)

Concrete Sealer to be applied to all interior faces of tilt-wall panels, typical throughout

8"

8"

5" 24 ga. Box Gutter, galv. & ptd.

TS Beam, galv. & ptd. re: Structural

Continuous Sealant and Backer rod

3'-4 3/8"

Limestone Veneer Cap

Concrete Splashblock

Standard "Grey" Split-Face CMU 6"X8"X16" Center Score with reinforcing bars, ptd.

Split-Face CMU 6"X8"X16" Center Score, PTD. 1'-4"

Paint exposed face of pier cap Exp. Jt. filler, all around

0'-0" Finish Floor

Sidewalk, re: Civil

Sidewalk, re: Civil 8'-8"

4'-4"

8'-8"

Pier Cap re: Structural

4'-4" Scale:

3/4" = 1'-0" Carton Form, re: Structural

Carton Form, re: Structural

Date:

12-17-10 Project No:

10036

WALL SECTION at REAR 1 SCALE: 3/4" = 1'-0"

WALL SECTION at FRONT CANOPY 2 SCALE: 3/4" = 1'-0"

WALL SECTION at FRONT CANOPY 3 SCALE: 3/4" = 1'-0"

A-5.1 Sheet: of

WALL SECTIONS

TS Column, galv. & ptd. re: Structural

9'-8"

21'-9" Top of Concrete Wall Panel AFF

5'-8" 5 1/2" thick Reinforced Concrete Wall Panel

9'-8"

10'-0"

Clear Anodized Aluminum Storefront Impact Resistant

21'-9" Top of Concrete Wall Panel AFF

13'-8"

10" wide x 6" deep Downspout, ptd.

2" TS Bracket, galv. & ptd. re: Structural

Parkdale Plaza Retail Center S. Staples St. at Gollihar Rd.

2'-6"

2'-6"

"Vee" shaped reveal 3'-0"

8"

Bent Plate facia, galv. & ptd. re: Structural

8'-8"

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3/4"

LU DD EK E

PDF created with pdfFactory trial version www.pdffactory.com 24 ga Galv Metal Parapet Cap, ptd.

24 ga Galv Metal Parapet Cap, ptd.

2X Wood Nailer bolted to wall panel at 2'-8" o.c.

2X Wood Nailer bolted to wall panel at 2'-8" o.c.

2X Wood Nailer bolted to wall panel at 2'-8" o.c.

EIFS Banding

Cont. Sealant Springlok removeable surface mounted flashing, continuous

"Vee" shaped reveal

Springlok removeable surface mounted flashing, continuous

Roof Hatch - 42"x42"

8"

Modified Bitumen B/U roof over R-19 Rigid insulation, 3/4" cover board and 1 1/2" steel deck

4" Springlok removeable surface mounted flashing, continuous

EIFS Banding

8"

SLOPE 1"

ROOF HATCH LADDER DETAIL 6 SCALE: 3/4" = 1'-0"

REVISION ISSUE / BY

1'-8"

1'-2"

1'-8"

Epoxy paint backside of concrete tilt wall panels Typical throughout

DATE

24 ga Galv Metal Parapet Cap, ptd.

8"

3" NO.

1-1/2" Varies w/ Slope TOJ

Slip Tract Connection

10'-1"

Slip-tract Connection

10'-9"

Concrete tilt-wall panel, ptd.

2" wide EIFS surround 9'-1"

21'-9" Top of Concrete Wall Panel AFF

Eyebolt welded to 8"x8"x3/8" Steel Plate, galv. and ptd.

1/2" dia. Rod and Hook, PTD

Overhead Coiling Door

3'-2"

5'-0"

8"

8"

8"

8"

8"

8"

6"

Roof Hatch Ladder RE: 6/A5.2

1-1/2" Thick EIFS

4"

6"

21'-9"

10" 21'-9"

Fire-Safing at metal deck flutes, typical

1/2" CDX Plywood

Tapered Steel Beam, galv. and ptd.

Concrete Sealer to be applied to all interior faces of tilt-wall panels, typical throughout

5/8" Type "X" Gyp. Bd. on 6" metal studs 16" o.c.

8'-8"

7'-4"

10'-0"

6" 20 ga. Metal Studs 16" o.c. with 5/8" type "x" gyp. board both sides and 5-1/2" batt insulation to deck.

Tape only - no float or paint.

One Hour Rating (UL Design #U465)

1'-0" Typical

2'-0" Typical

Impact Resistant Storefront

Acoustical Sealant

1'-4"

Standard "Grey" Split-Face CMU 6"X8"X16" Center Score with reinforcing bars, ptd.

0'-0" Finish Floor

Pier Cap re: Structural

Scale:

3/4" = 1'-0" Date:

12-17-10 Project No:

10036

WALL SECTION at SEPARATION 1 SCALE: 3/4" = 1'-0"

WALL SECTION at SIDE WALL 2 SCALE: 3/4" = 1'-0"

WALL SECTION at PILASTERS 3 SCALE: 3/4" = 1'-0"

WALL SECTION at ROOF HATCH 4 SCALE: 3/4" = 1'-0"

WALL SECTION at OVERHEAD DOOR 5 SCALE: 3/4" = 1'-0"

A-5.2 Sheet: of

WALL SECTIONS

Angle Embed with headed anchor at head and jambs of opening

"Vee" shaped reveal

Parkdale Plaza Retail Center S. Staples St. at Gollihar Rd.

4x4 Western Red Cedar Stained and Sealed with thru-bolt to angle.

8"

8"

1'-6"

EIFS Banding

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Galv. Steel Finial, ptd.

"Carnival" style by C&J Metal Products, Inc. www.cjmetals.com or approved equal

Wood Blocking for Finial Anchorage

4"

LU DD EK E

Standing Seam Metal Roof over steel deck

6" 20 ga. Metal Studs 16" o.c. with 1/2" Densglas sheathing and 1-1/2" EIFS with Damproofing Wood Blocking 4x6 Wood Bracket, stained and sealed

Steel Studs

Concrete tilt-wall panel

1'-3"

NO.

Align face of EIFS with Concrete tilt-wall panel

8"

Modified Bitumen B/U roof over R-19 Rigid insulation, 3/4" cover board and 1 1/2" steel deck Springlok removeable surface mounted flashing, continuous

10'-1" EIFS Banding

Concrete tilt-wall panel, ptd.

8"

3'-2"

Concrete tilt-wall panel, ptd.

7'-2"

5'-10"

Impact Resistant Storefront

8'-8"

11'-0"

14'-0"

15'-0"

EIFS Banding, project 1" beyond face of stone

Limestone Veneer

Standard "Grey" Split-Face CMU 6"X8"X16" Center Score with reinforcing bars, ptd.

Scale:

4"X6" Reinforced Concrete Curb. painted 1'-4"

3/4" = 1'-0" Date:

12-17-10

0'-0"

Project No:

Finish Floor

WALL SECTION at CORNER TOWERS 1 SCALE: 3/4" = 1'-0"

10036

WALL SECTION at CORNER TOWERS 2 SCALE: 3/4" = 1'-0"

A-5.3 Sheet: of

WALL SECTIONS

Prefinished Aluminum Sunscreen

by ALL BROWARD HURRICANE PANEL, (954) 974-3300

Parkdale Plaza Retail Center S. Staples St. at Gollihar Rd.

18'-3 1/2" Top of Concrete Wall Panel AFF

Concrete Sealer to be applied to all interior faces of tilt-wall panels, typical throughout

Top of Concrete Wall Panel AFF

26'-6"

4" 8"

6" 5'-

3"

Coordinate Wedge Anchors with Pre-fab Louvered Sunsrceen Shop Dwgs.

EIFS Soffit on 1/2" Densglass Sheathing and 8" steel studs 16" o.c.

EIFS Soffit on 1/2" Densglass Sheathing and 8" steel studs 16" o.c.

8"

Countersunk Lag Bolt

6"

6'-3"

Countersunk Wedge Anchors

DATE

2'-6"

REVISION ISSUE / BY

1-1/2" Thick EIFS Banding and Soffit

5'-0"

Countersunk Lag Bolt

1'-0"

Pre-fab light gauge trusses, re: Structural

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Rake Edge Flashing to match S.S. Roof

Standing Seam Metal Roof over 1-1/2" steel deck

2X Wood Blocking anchored to continuous steel angle

1'-0"

LU DD EK E

4"

1'-0"

Varies w/ Arc

10" Bar Joists

1-1/2" EIFS Banding

DATE

4" 1'-0" 3'-0"

EIFS Soffit Faux Beam Corbel, ptd.

REVISION ISSUE / BY

4" 1'-0"

24 ga. galv. metal parapet cap, ptd.

3/4" CDX Plywood 4"x4" Angle at 4'-0" oc anchored to top of concrete wall panel. Infill with 6" 20 ga steel studs at 16" o.c.

Epoxy paint backside of exposed concrete tilt-wall panels, typ.

"Vee" shaped reveal

Springlok removeable surface mounted flashing, continuous 8"

Springlok removeable surface mounted flashing, continuous

Conc. tilt-wall panel, ptd.

NO.

Epoxy paint backside of exposed concrete tilt-wall panels, typ.

5'-3"

2'-8"

Modified Bitumen B/U roof over R-19 Rigid insulation, 3/4" cover board and 1 1/2" steel deck

Modified Bitumen B/U roof over R-19 Rigid insulation, 3/4" cover board and 1 1/2" steel deck

Modified Bitumen B/U roof over R-19 Rigid insulation, 3/4" cover board and 1 1/2" steel deck EIFS Banding

1-1/2" EIFS

EIFS Soffit on 1/2" Densglass Sheathing and 8" steel studs 16" o.c.

EIFS Soffit on 1/2" Densglass Sheathing and 8" steel studs 16" o.c.

4"

4"

10'-1"

EIFS Soffit on 1/2" Densglass Sheathing and 8" steel studs 16" o.c.

8"

25'-6"

8"

6" 5'-

6" 5' -

EIFS Banding

8"

EIFS Banding

Concrete tilt-wall panel, ptd.

3/4" chamfer at all edges, typical

3'-2"

8"

19'-5"

3'-2"

15'-0" 11'-0"

14'-0" 8'-8" 8'-8"

11'-0"

8'-8"

14'-0"

15'-0"

EIFS Banding, project 1" beyond face of stone

Impact Resistant Storefront

Impact Resistant Storefront

Limestone Veneer

Standard "Grey" Split-Face CMU 6"X8"X16" Center Score with reinforcing bars, ptd.

Scale:

3/4" = 1'-0" 1'-4"

1'-4"

4"X6" Reinforced Concrete Curb. painted

Standard "Grey" Split-Face CMU 6"X8"X16" Center Score with reinforcing bars, ptd.

Date:

12-17-10

0'-0"

Project No:

Finish Floor

WALL SECTION at INSIDE TOWERS 1 SCALE: 3/4" = 1'-0"

10036

WALL SECTION at INSIDE TOWERS 2 SCALE: 3/4" = 1'-0"

WALL SECTION at MIDDLE TOWER 3 SCALE: 3/4" = 1'-0"

A-5.4 Sheet: of

WALL SECTIONS

Prefinished Aluminum Sunscreen

3"

Prefinished Aluminum Sunscreen

Parkdale Plaza Retail Center S. Staples St. at Gollihar Rd.

EIFS Banding

8"

7'-5"

Eq.

7'-5"

Eq.

4'-5"

7'-5"

4'-5"

LU DD EK E

7'-5"

Wall Pack Eq.

7' -8 "

.

Eq

CEILING PLAN 2 SCALE: 3/16" = 1'-0"

DATE

6' -3 "

Eq.

7' -8 "

8'-0 "

NO.

9' -0 "

7' -8 "

REVISION ISSUE / BY

.

Eq

8'-0 "

" -6 5'

6' -3 "

7' -8 "

8'-0 "

CEILING PLAN 4 SCALE: 3/16" = 1'-0"

Recessed Can Light in EIFS Soffit

Wall Sconce

Wall Sconce

Recessed Can Light in EIFS Soffit Recessed Can Light in EIFS Soffit

Wall Pack

C

Scale:

1/16"=1'-0"

B

Date:

12/17/10

Recessed Can Light in EIFS Soffit

Project No:

A PLAN NORTH

10036

KEY PLAN

A6.1

CEILING PLAN Overall 1 SCALE: 1/16" = 1'-0" Sheet:

of

Ceiling Plan - Overall

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

Parkdale Plaza Retail Center S. Staples St. at Gollihar Rd.

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Wall Sconce