Fajitaville Grille Corpus Christi

PROJECT DATA:

SHEET INDEX:

APPLICABLE BUILDING CODE:

International Building Code (2003 Edition)

PROJECT DESCRIPTION:

New Construction

A. BUILDING

Concrete, Structural Steel, and Light Gauge Metal Frame

B. TYPE OF CONSTRUCTION

PROJECT LOCATION Physical Address: xxxx Hotel Place South Legal Address: LOTS 52,53,54,55,56,57 BLOCK III CORPUS BEACH HOTEL ADDITION

Group A-2 Restaurant

D. ALLOWABLE HEIGHT and BUILDING AREAS (Table 503) Story Area Height

3 Story 15,500 s.f.

65 ft.

Actual: 3 Story Actual: 6,340 s.f.

Actual: 52 ft.

E. OCCUPANT LOAD (Table 1004) 2nd Floor Assembly: 2nd Floor Kitchen: 3rd Floor Assembly: 3rd Floor Kitchen:

1,333 sf / 15 sf Net = 89 Occupants 754 sf / 200 sf Gross = 4 Occupants 1,093 sf / 15 sf Net = 73 Occupants 400 sf / 200 sf Gross = 2 Occupants Total = 168 Occupants

F. EXITS REQUIRED (Section 1014) 2nd Floor: 3rd Floor:

93 Occupants = 2 Exits Required (2 Exits Provided) 75 Occupants = 2 Exits Required (2 Exits Provided)

G. EXIT WIDTH (Section 1008) 2nd Floor: 3rd Floor:

93 Occupants X .2" = 18.6" 75 Occupants X .2" = 15.0"

33.6" Required (41" per stair x 2 = 82" Provided)

H. FIRE RESISTANCE OF EXTERIOR WALLS (Table 602) <30' Group A, Type II-A = 0 HR Rating I. PARKING Building J. ZONING Classification Type:

6,340 sf / 100 = 64 Spaces Reqd.

(35 Spaces Shown on site) ZBA APPROVED REDUCTION AT

K. FLOOD MAP Flood Insurance Rate Map:

(FIRM) = V22 Base Flood Elevation (BFE)=13.00

GRAPHIC SCALE 0

5000'

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

S1-1 S1-2 S1-3 S1-4 S2-1 S2-2 S2-3 S3-1 S3-2 S3-3 S3-4 S3-4 S4-1

FOUNDATION PLAN SECOND FLOOR FRAMING PLAN THIRD FLOOR FRAMING PLAN ROOF FRAMING PLAN FOUNDATION DETAILS FOUNDATION DETAILS FOUNDATION DETAILS FRAMING DETAILS FRAMING DETAILS FRAMING DETAILS FRAMING DETAILS FRAMING DETAILS STRUCTURAL GENERAL NOTES

Mechanical - Electrical - Plumbing

LOCATION MAP

SCALE: 1" = 5000'-0"

Structural

10000'

29.

30.

31.

32.

33.

34.

35.

36.

37.

38.

39.

40.

41.

42.

43.

44.

45.

46.

47.

47.

48.

49.

50.

51.

52.

53.

54.

55.

56.

57.

58.

MEP-1.1 M-1.1 M-1.2 M-1.3 M-1.4 M-2.1 M-3.1 M-3.2 M-3.3 M-3.4 ESP-1.1 E-1.1 E-1.2 E-1.3 E-2.1 E-2.2 E-2.3 E-2.4 E-3.1 E-4.1 E-5.1 P-1.1 P-1.2 P-1.3 P-2.1 P-2.2 P-2.3 P-2.4 P-3.1 P-4.1 P-5.1

Landscape 59. L-1 60. L-2 61. L-3 62. L-4

SPECIFICATION SHEET MECHANICAL FLOOR PLAN - 1st FLOOR MECHANICAL FLOOR PLAN - 2nd FLOOR MECHANICAL FLOOR PLAN - 3rd FLOOR MECHANICAL ROOF PLAN MECHANICAL SCHEDULES MECHANICAL DETAILS MECHANICAL DETAILS MECHANICAL DETAILS MECHANICAL DETAILS ELECTRICAL SITE PLAN LIGHTING PLAN - 1st FLOOR LIGHTING PLAN - 2nd FLOOR LIGHTING PLAN - 3rd FLOOR POWER PLAN - 1st FLOOR POWER PLAN - 2nd FLOOR POWER PLAN - 3rd FLOOR POWER PLAN - ROOF LEVEL ELECTRICAL SCHEDULES & ONE-LINE DIAGRAM ELECTRICAL DETAILS FIRE ALARM PLANS 1st FLOOR PLUMBING DWV PLAN 2nd FLOOR PLUMBING DWV PLAN 3rd FLOOR PLUMBING DWV PLAN 1st FLOOR PLUMBING WATER PLAN 2nd FLOOR PLUMBING WATER PLAN 3rd FLOOR PLUMBING WATER PLAN PLUMBING ROOF PLAN PLUMBING SCHEDULES PLUMBING DETAILS PLUMBING RISER DIAGRAMS LANDSCAPE LANDSCAPE IRRIGATION IRRIGATION

PLAN NOTES and DETAILS PLAN NOTES and DETAILS

Civil 63.

64.

65.

66.

67.

68.

69.

1 2.

3.

4.

5.

6.

7.

8.

DESIGN TEAM MEMBERS: STRUCTURAL ENGINEER REM Engineering Contact: Robert Martinez, PE 1528 West Contour Drive San Antonio, Texas 78212 ph. 210.355.5250

MEP ENGINEER NRG ENGINEERING Contact: John Rodriguez, PE 5656 South Staples Street Corpus Christi, Texas 78411 ph. 361.852.2727

CIVIL ENGINEER Bass & Welch Engineering Contact: Murray Bass, PE 3054 S. Alameda St. Corpus Christi, Texas 78404 ph. 361.882.5521

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

KITCHEN CONSULTANT Mission Restaurant Supply Contact: Gabe Cason 1737 N. Padre Island Dr. Corpus Christi, Texas 78408 ph. 361.289.5255

EXISTING TOPOGRAPHY PLAN PAVING and GRADING PLAN UTILITIES PLAN SITE LAYOUT JOINTING PLAN DETAILS DETAILS

Scale:

Water Lines Construction

FajitaVille Grille of Corpus Christi PROJECT ARCHITECT Luddeke Architectural Design Group Contact: B. Mark Luddeke, AIA 518 S. Enterprize Parkway Corpus Christi, Texas 78405 ph. 361.857.7628

C-1 C-2 C-3 C-4 C-5 C-6 C-7

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

C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8

COVER SHEET QUANTITIES, NOTES & TESTING PLAN DETAILS DETAILS DETAILS DETAILS DETAILS

N.A. Date:

12/17/10 Project No:

4-10062

T-1 Sheet: of

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Classification Type:

ARCHITECTURAL SITE PLAN and DETAILS GROUND LEVEL FLOOR PLAN SECOND LEVEL FLOOR PLAN THIRD LEVEL FLOOR PLAN ENLARGED PLANS and FINISH SCHEDULE FLOOR FINISHES ROOF PLAN and DETAILS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS BUILDING and WALL SECTIONS DOOR & WINDOW SCHEDULE and DETAILS INTERIOR ELEVATIONS CEILING PLANS

REVISION ISSUE / BY

C. OCCUPANCY (Chapter 3)

TYPE II-A (Unprotected and Fully Sprinklered per Table 601 exception D) Steel Studs with EIFS veneer

A-1.1 A-2.1 A-2.2 A-2.3 A-2.4 A-2.5 A-3.1 A-4.1 A-4.2 A-5.1 A-6.1 A-6.2 A-7.1

NO.

Classification Type:

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

COVER SHEET

Exterior Walls:

6,003sf + 337sf (Roofed Terrace) Three Story

COVER SHEET ACCESSIBILITY STANDARDS

A New Restaurant for FajitaVille Grille of Corpus Christi

Building Square Footage: Number of Stories:

1.

T-1 2.

T-2 Architectural

DATE

xxxx Hotel Place South

LU DD EK E

ADDRESS:

Hotel Place South

LU DD EK E

20'-0"

18'-0"

4'-0"

4'-0"

300'-0"

63'-0"

18'-0"

2'-0"

4'-0"

9'-0"

4'-0"

7'-0"

24'-0"

7'-0"

117'-0"

31'-0"

18'-0"

14'-0"

76'-0"

10'-0"

5'-0"

10'-0"

10'-0" REVISION ISSUE / BY

18'-0"

3'-0"

3'-0"

10'-0"

NO.

18'-0"

20'-0"

30'-6"

4'-0"

DATE

90'-0"

60'-0"

7'-0"

27'-0"

90'-0"

27'-0"

90'-0"

46'-0"

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

2"

2"

2"

8" 4"

9"

2"

4"

6"

18"

NEW CONSTRUCTION KEYNOTES:

PRECAST CONC. WHEELSTOP SCALE: 1 1/2'= 1'-0"

TS 2X2 Steel frame

TS 4X4 Galv and Painted

TS 3/4"x3/4" Steel frame

Dumpster by Vendor

2"

Scale:

as noted

20 ga sheet steel 6"

4'-8"

8" cmu lintel block

3

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

FRONT ELEVATION

10'-8"

Project No:

4-10062

3"

7"

8'-0"

12/17/10

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

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

6'-8" 8"

2'-6"

REAR ELEVATION

2"

6'-0"

SIDE ELEVATION

3"

2'-0"

6'-8"

10'-4"

Split-Face CMU Integral Color

Date:

2'-0"

4'-8" 4"

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

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.

60" min.

2

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

1'-0"

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

A-1.1

1'-6"

4

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

Sheet: of

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ARCHITECTURAL SITE PLAN

4"

1

GENERAL CONSTRUCTION NOTES:

SITE PLAN

12"

A New Restaurant for FajitaVille Grille of Corpus Christi

300'-0"

NEW CONSTRUCTION KEYNOTES:

77'-4" 15'-0"

15'-0"

31'-4"

1'-0"

1'-0"

14'-0"

1'-0"

6"

14'-0"

1'-0"

Breakaway Wall

9" 15'-0"

1" 2"

NO.

15'-0"

15'-0"

15'-0"

15'-0"

6"

10'-0"

5'-0"

Edge of Deck

76'-0"

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

3

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

Scale:

as noted Date:

12/17/10 Project No:

4-10062

A-2.1 Sheet: of

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2x12 R.S. Cedar above

GROUND LEVEL FLOOR PLAN

2'-0"

1'-0"

A New Restaurant for FajitaVille Grille of Corpus Christi

2" 1'-0"

6"

2"

15'-0"

1-1/2" EIFS over 1/2" Sheathing and 2X4 Wood Studs TS 4X4 Column

1'-0"

1'-0" 6"

DATE

47'-0" 5'-0" 1'-6"

9"

2'-6"

Breakaway Wall

2"

7'-6" 14'-3"

14'-6"

Breakaway Wall

Up 14'-6"

Breakaway Wall

Breakaway Wall

6"

Breakaway Wall

REVISION ISSUE / BY

13'-0" 2'-0"

2'-6"

1'-0"

7'-2"

Breakaway Wall

4'-4"

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

2"

8'-0"

10'-2"

ENLARGED PLAN

2

1'-0"

30'-6"

Edge of Foundation

15'-0"

7'-7"

1-1/2" EIFS over 1/2" Sheathing and 2X4 Wood Studs 13'-0"

7'-4"

STORAGE 102

10'-4"

2'-0"

2'-6" 6"

1/2" Gap with Sealant and Backer Rod, typical all around

1/2"

2'-6"

STAIR A

16'-11"

Breakaway Wall

4'-2"

Breakaway Wall

4/A6.2

3/A6.2

Finish Floor @ 5.31' Above Sea Level (NGVD 1929)

4'-8 1/2"

FIRE RISER 103

8'-5"

LOBBY 101

Concrete Column with 3/4" chamfered edges, typical

DECK 105

2'-6"

6" 1'-5" 9'-8 1/2" 1'-5" 6"

COVERED AREA 104

Breakaway Wall 1/A6.2

2'-0"

2'-6" 2'-6"

3'-10"

LU DD EK E

10'-0" 10'-0"

3'-4"

10'-0"

2'-8"

14'-3"

Breakaway Wall Breakaway Wall

10'-0" 3'-4"

5'-0"

6'-0"

2'-8"

2/A6.2

15'-0"

7'-0"

59'-11"

3'-4"

2'-0"

3'-10"

10'-3 1/2"

7'-0"

1'-4"

1'-4"

7'-6"

Breakaway Wall Breakaway Wall

10'-0" 2'-6"

2'-6"

14'-6" 15'-0"

24'-4"

6'-8"

1'-6"

Breakaway Wall

5'-0"

Breakaway Wall

2'-6"

2'-6"

5" 5'-1"

OUTDOOR STAIR

14'-0"

15'-0"

2'-6"

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

6'-0"

15'-0"

10'-0"

15'-0"

1'-10"

NEW CONSTRUCTION KEYNOTES:

77'-4" 8'-5"

1'-8"

6'-9"

15'-2"

14'-10"

7'-6"

15'-2"

7'-6" 8"

9'-0"

8" 3'-0"

Up

3'-6"

DATE

9'-0"

14/A6.2

NO.

3'-0" 8"

15'-2"

4"

14'-10"

15'-2" 76'-0"

1

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

15'-0"

9'-0" 15'-2"

8" 3'-0" 4"

Scale:

as noted Date:

12/17/10 Project No:

4-10062

A-2.2 Sheet: of

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3'-0" 2'-0"

4"

4'-2"

9'-8"

10'-2"

KITCHEN 202

2nd LEVEL FLOOR PLAN

1'-0"

11'-4"

A New Restaurant for FajitaVille Grille of Corpus Christi

3'-0"

9'-10 1/2" 19'-6 1/2"

2'-0" 34'-10 1/2"

6"

BAR 203

9'-0"

5'-0"

7'-0"

3'-7"

8'-10"

Down

Up 7'-10"

REVISION ISSUE / BY

1'-0"

4'-2"

STAIR A

8"

3'-0"

1'-4"

3'-0"

7/A6.2

60'-0"

5/A6.2

WOMEN 206

WAITING 201

4'-2"

14'-8"

3'-0"

3'-10"

9'-3 1/2"

9'-7 1/2" 8'-4"

9'-0"

3'-4"

2'-8" 3'-4"

6/A6.2

2'-8"

DINING 204

8/A6.2

3'-4"

8" 1'-4"

1'-4" 4'-10 1/2"

1'-4" 8"

30'-6"

2'-8"

4'-4 1/2"

12/A6.2

7'-0"

10'-3 1/2"

59'-11"

3'-4"

3'-10"

3'-10"

7'-0"

13/A6.2

14'-10"

1'-4"

MEN 205

10"

3'-4"

10'-0"

24'-4"

" 1/2 7 ' R5

1'-4"

3'-0"

4'-0"

2'-8"

5'-0"

3'-4"

4'-0"

4'-10"

6'-6"

24'-7"

LU DD EK E

9'-0"

1'-4"

10'-4"

STAIR B

9'-8"

5'-1"

OUTDOOR STAIR

3'-0"

3"

2'-0"

31'-4"

4"

5"

5"

46'-0" 6'-6" 3'-0"

4"

TS Column

8'-8" 5-1/2" Batt Insulation

1-1/2" EIFS over 1/2" Sheathing and 6" Steel Studs

1'-6"

3'-0"

9"

8"

5/8" Gyp. Bd. on 2-1/2" Metal Studs

7'-10"

5'-3" 30'-0"

2'-0"

60'-0"

5'-6"

1'-7" 2'-4"

1'-10 1/4"

9'-0"

1'-4" 1'-7"

5'-6"

1'-5"

5/8" Gyp. Bd. on 2-1/2" Metal Studs

1'-1"

2'-0"

1-1/2" EIFS over 1/2" Sheathing and 6" Steel Studs

10'-0"

WAITING 301

1'-11" 2' -8 "

4'-8 1/2"

6'-9"

14'-10"

15'-0" 15'-2"

7'-6"

7'-6"

15'-0"

1'-4"

1'-10 1/4"

1'-7"

4'-10"

1'-8" 1'-2"

1'-8"

1'-7"

8'-8" 6'-6"

8'-8"

4"

76'-0"

2'-3 1/2"

NEW CONSTRUCTION KEYNOTES:

4

SCALE: 1" = 1'-0"

PLAN - 3rd LEVEL SCALE: 3/16" = 1'-0" 4'-4" 2'-0 1/2" 1'-0"

6"

Scale:

as noted Date:

1'-7"

1'-7"

12/17/10 Project No:

4-10062

1'-2"

1'-4"

1'-4"

2'-0"

1'-2" 2'-4"

1

ENLARGED PLAN

A New Restaurant for FajitaVille Grille of Corpus Christi

8'-5"

1'-4"

2'-4"

9"

4"

5'-0"

52'-4" 4"

NO.

2'-0" 5'-3" 2'-0"

9'-0" 3'-0"

2'-5"

8"

TERRACE 307

34

1'-10"

SCALE: 1" = 1'-0"

1'-7 1/2"

5'-3"

11'-6"

3

ENLARGED PLAN

1'-6"

2'-10" 6'-4"

9'-6"

15'-0"

2'-0" 21 '-2

3'-0" 5'-0"

14'-6 1/2"

BAR 303

21'-0"

6"

8'-1"

7'-10"

Down

KITCHEN 302

8"

5'-6"

1/ 2"

6' -4 " 2' -1 1

5'-0"

STAIR A

1'-10 1/2" Mechanical Chase

5'-0" 6" M.S.

4'-2"

5'-6"

3'-8" 1'-0"

1/ 4"

8'-4"

1'-0"

1'-1"

6' -4 "

2' -1 1

3'-0"

1/ 4"

WOMEN 9/A6.2 306 11/A6.2

SCALE: 1" = 1'-0"

2'-0"

3'-4"

3'-10"

10/A6.2

3'-4"

ENLARGED PLAN

5-1/2" Batt Insulation

8/A6.2

2'-8"

6'-1"

4'-10 1/2" 14'-8"

3'-4"

15/A6.2

16/A6.2

9'-7 1/2" 1'-4" 8"

30'-6"

2'-8"

8" 1'-4"

1'-4" 7'-0"

10'-3 1/2"

60'-0"

3'-4"

DINING 304

3'-10"

3'-10"

7'-0"

2'-0"

9'-0" 4'-4 1/2"

3'-0"

2'-8"

4'-0"

MEN 305

3'-0"

4'-0"

3'-4"

1'-4"

3'-4" 2'-8"

19'-10"

1'-4"

2

Down

1'-4"

10'-4"

9'-8"

5'-3"

STAIR B

ENLARGED PLAN 5 SCALE: 1" = 1'-0"

ENLARGED PLAN 6 SCALE: 1" = 1'-0"

A-2.3 Sheet: of

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4"

8"

1'-4"

19'-6 1/2"

8"

DATE

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

22'-4"

8'-8"

REVISION ISSUE / BY

7'-6"

3rd LEVEL FLOOR PLAN

7'-6"

LU DD EK E

15'-2"

4"

WOMEN 206

WOMEN 306

RESTROOM- 2nd LEVEL

2

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

LU DD EK E

MEN 305

RESTROOM - 3rd LEVEL SCALE: 1/4" = 1'-0"

REVISION ISSUE / BY NO.

5'-0 1/2"

2'-9 1/4" Finished Hoistway

2 1/2"

1'-4 1/2" 1'-4 1/2" 2'-9" Finished Hoistway 3'-6 5/8"

DUMBWAITER 5 SCALE: 1/2" = 1'-0"

TBD

Scale:

8'-4"

Total Travel 35' Max

TBD

Overhead Clearance 8" Min. Door Height may be at floor level

2'-3" Inside Cab 2'-4" Outside Cab 4" 5" 3'-1" Finished Hoistway 2'-2 1/2" Inside Cab 2'-4" Outside Cab

6'-0"

as noted Date:

12/17/10 Project No:

4-10062

Door Height 30" Min.

2 1/2"

2 1/2"

2'-4" Inside Cab 2'-5 1/2" Outside Cab 5" 4" 3'-2 1/2" Finished Hoistway

2'-4 1/4" Outside Cab 2'-4" Inside Cab

1'-7 3/4"

2 1/2"

1'-4 5/8"

8'-0 3/4"

1'-4 5/8"

A-2.4 DUMBWAITER SECTION 6 SCALE: NTS

ELEVATOR 7 SCALE: 3/8" = 1'-0"

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RESTROOM 3rd LEVEL 4 SCALE: 1/4" = 1'-0"

A New Restaurant for FajitaVille Grille of Corpus Christi

5'-8"

4"

4"

2'-8"

4'-8"

5'-0 1/2"

2'-3 1/2"

5'-4"

8"

21'-4"

1'-6"

5'-0 1/2"

4'-11"

4" 6" 6"

3'-0"

1'-6"

1'-7"

RESTROOM2nd LEVEL 3 SCALE: 1/4" = 1'-0"

4'-11" 3'-8"

2'-8"

4'-2 1/2"

5'-0 1/2"

4" 2'-8 1/2"

TBD Rough Opening

4"

4'-0 1/2"

TBD Rough Opening

5'-4"

1'-4" 2'-8 1/2" 4" 2'-8 1/2"

ENLARGED PLANS and ROOM FINISH SCHEDULE

1'-5 1/2"

5'-8"

4"

4" 4"

5'-0 1/2"

2'-9"

7'-0"

4'-8"

4" 2'-8 1/2"

5'-0 1/2"

8" 4'-0 1/2"

3'-0"

1'-6"

5'-4"

3'-0"

2'-9"

21'-4"

4'-11"

5'-0 1/2"

1'-6"

2'-0"

3'-8"

4'-11"

4" 6" 6"

3'-0"

5'-0 1/2"

2'-9"

5'-3 1/2"

2'-8"

1'-4" 2'-8 1/2" 4" 2'-8 1/2" 2'-9"

7'-0"

3'-4"

5'-3 1/2"

4'-2 1/2"

4"

4'-0"

5'-4"

4"

5'-3 1/2"

3'-4"

4"

4'-0"

DATE

1

MEN 205

12" X 12"

SEALED CONCRETE TREADS AND LANDING

SEALED CONCRETE TREADS AND LANDING

6" X 6"

12" X 12"

12" X 12"

FLOOR FINISHES - 2nd Level

3

SCALE: 3/16" = 1'-0" 12" X 12"

FLOOR FINISHES - 3rd Level

CARPET

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

12" X 12"

LU DD EK E

2

6" X 6"

12" X 12"

12" X 12" SEE 2ND LEVEL FOR ELEVATOR

6" X 6"

6" X 6"

12" X 12"

6" X 6"

18" X 18"

6" X 6"

12" X 12"

12" X 12"

18" X 18"

18" X 18"

12" X 12"

12" X 12"

6" X 6"

6" X 6"

12" X 12"

18" X 18"

REVISION ISSUE / BY

DATE

12" X 12"

12" X 12"

MONOLITHIC POLYMER

SEALED CONCRETE TREADS AND LANDING

18" X 18"

SEALED CONCRETE TREADS AND LANDING MONOLITHIC POLYMER

MONOLITHIC POLYMER

NO.

MONOLITHIC POLYMER

12" X 12"

12" X 12"

18" X 18"

TREX DECK

12" X 12" Scale:

as noted Date:

12/17/10 Project No:

4-10062 SEALED CONCRETE TREADS AND LANDING SEALED CONCRETE

A-2.5 Sheet: of

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STAINED AND SEALED CONCRETE

SEE 2ND LEVEL FOR ELEVATOR

FLOOR FINISHES PLANS

FLOOR FINISHES 1st Level 1 SCALE: 3/16" = 1'-0"

A New Restaurant for FajitaVille Grille of Corpus Christi

12" X 12" DIAGONAL 12" X 12" BORDER

NEW CONSTRUCTION KEYNOTES: NEW CONSTRUCTION KEYNOTES DESIGNATED BY: 3-PLY MODIFIED BITUMEN TAPERED ROOF SYSTEM ROOF, SLOPE AT 1/4" PER FOOT FINIAL, GALV. & PTD. TDI APPROVED METAL TILE ROOF BY: DECRA- VILLA TILE SERIES COLOR: "CAPRI CLAY" ROOF DRAIN OVERFLOW DRAIN MECHANICAL EQUIPMENT PER HVAC 24 X24 ALUMINUM ACCESS HATCH DOOR NOT USED GALV. METAL PARAPET CAP, PTD. OUTLINE OF WALL BELOW OUTLINE OF CORBEL BELOW CANOPY BELOW EXIT STAIR BELOW NOT USED NOT USED NOT USED OUTLINE OF EXHAUST OUTLINE OF BALCONY BELOW

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18.

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

REVISION ISSUE / BY

DATE

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.

NO.

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

4" min. 4" min.

6" min. flange

Scale:

as noted Date:

12/17/10 Project No:

4-10062

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

PLUMBING VENT THRU ROOF 3 SCALE: 1 1/2" = 1'-0"

ROOF CURB TYPE 1 4 SCALE: 1 1/2" = 1'-0"

ROOF CURB TYPE 2 5 SCALE: 1 1/2" = 1'-0"

A-3.1 Sheet: of

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

ROOF PLAN and DETAILS

ROOF PLAN

10" [254mm] nominal flashing height

1

A New Restaurant for FajitaVille Grille of Corpus Christi

ALL FUTURE ROOF PLUMBING OR CONDUIT PENETRATIONS (N.I.C.) SHALL BE AS PER DETAIL.

NEW CONSTRUCTION KEYNOTES: NEW CONSTRUCTION KEYNOTES DESIGNATED BY: EXPOSED CONCRET STRUCTURE, PTD. BREAKAWAY WALL EIFS TRIM EIFS WALL FAUX WOOD CORBEL OVERHEAD SECTIONAL DOOR I.R. ALUMINUM STOREFRONT SIGN BY OWNER 6" X 8" DOWNSPOUT, GALV. & PTD. CONDUCTOR HEAD AND THRU-WALL SCUPPER METAL "BARREL STYLE" ROOF ROOF FINIAL, GALV. & PTD. EXHAUST STACK. RE: MECHANICAL WALL LOUVER, RE: MECHANICAL RAILING SYSTEM DUMPSTER GATE AND CMU ENCLOSURE

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13.

14.

15.

16.

Scale:

as noted Date:

12/17/10 Project No:

4-10062

A-4.1 2

ELEVATION - East (Facing Bay) SCALE: 3/16" = 1'-0"

Sheet: of

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

EXTERIOR ELEVATIONS

A New Restaurant for FajitaVille Grille of Corpus Christi

NO.

REVISION ISSUE / BY

DATE

Fajitaville Grille

NEW CONSTRUCTION KEYNOTES: NEW CONSTRUCTION KEYNOTES DESIGNATED BY: EXPOSED CONCRET STRUCTURE, PTD. BREAKAWAY WALL EIFS TRIM EIFS WALL FAUX WOOD CORBEL OVERHEAD SECTIONAL DOOR I.R. ALUMINUM STOREFRONT SIGN BY OWNER 6" X 8" DOWNSPOUT, GALV. & PTD. CONDUCTOR HEAD AND THRU-WALL SCUPPER METAL "BARREL STYLE" ROOF ROOF FINIAL, GALV. & PTD. EXHAUST STACK. RE: MECHANICAL WALL LOUVER, RE: MECHANICAL RAILING SYSTEM DUMPSTER GATE AND CMU ENCLOSURE

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13.

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15.

16.

C.J.

Fajitaville Grille C.J. C.J.

DATE

C.J.

11'-0"

3'-6"

11'-0"

11"

REVISION ISSUE / BY

4'-11"

NO.

17'-10"

R3 '-0 "

C.J.

C.J.

C.J.

C.J. C.J.

C.J.

Scale:

as noted Date:

10/07/10 Project No:

4-10062 OPEN

A-4.2 ELEVATION East (Courtyard) 3 SCALE: 3/16" = 1'-0"

ELEVATION North (Courtyard) 4 SCALE: 3/16" = 1'-0"

ELEVATION West (Facing Parking) 2 SCALE: 3/16" = 1'-0"

Sheet: of

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

EXTERIOR ELEVATIONS

1

ELEVATION - North

A New Restaurant for FajitaVille Grille of Corpus Christi

7'-0"

OPEN

Galv. Metal Parapet Cap, PTD.

6"

Pre-Engineered Light Gauge Metal Trusses, RE: Structural Cant Strip

1'-4"

24 GA. Corrugated Metal Siding Over 1/2" Sheathing

Metal Roof per Sheet A-3.1

LU DD EK E

Modified Bitumen Tapered Roof System Over 3" Rigid Insulation

EIFS Soffit Faux Beam Corbel

4" 1'-4"

24 GA. Galv.

Metal Facia, PTD.

EIFS Trim

1-1/2" Metal Deck

3'-0"

ROOF HATCH LADDER SECTION (PLAN) 2 SCALE: 1" = 1'-0"

Composite Floor, RE: Structural

NO.

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

REVISION ISSUE / BY

1'-0"

EIFS Trim

33.31' 3rd Floor Elevation

DATE

6" Steel Studs per Structural

14'-0"

8'-10"

Ceiling Line Where Scheduled

Bar Joist

5/8" GYP. BD

Paint Exposed Face of Concrete

2'-0"

1'-4"

19.31' 2nd Floor Elevation

8"

8" Half Round EIFS Trim

1-1/2" Rigid Insulation, PTD.

Permanent 2x6 Nailer to Conc. Beam

Hold Wall 1" Back From Face of Column

2x6 Breakaway Wall Panel Constructed Per FEMA Technical Bulletin 9, Dated August 2008 1/2" Sheathing with 1-1/2" EIFS

7'-8 1/4"

12'-0"

14'-0"

13.00' Base Flood Elevation

4'-3 3/4"

Breakaway 2x6 with Nails per Table

1/2" Gap and Sealant

Scale:

as noted 5.31' Ground Floor Elevation

Date:

Breakaway 2x6 with Nails per Table Permanent 2x6 nailer to Slab

12/17/10

3'-6"

Project No:

4-10062

Foundation Per Structural

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

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

A-5.1 Sheet: of

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6" Steel Studs per Structural

BUILDING SECTIONS

5-1/2" Batt Insulation

A New Restaurant for FajitaVille Grille of Corpus Christi

1-1/2" EIFS on 1/2" Sheathing and Cont.

Mastic Damproofing

14'-0"

14'-0"

Ceiling Line Where Scheduled

Door and Frame Schedule Louver Elev. Mat'l.

Width Height

Sill

Set No.

Keyside Room No.

Fire Rating

3"

3"

3"

Notes

7'-0"

VISION PANEL KICK PLATE

8'-0"

Glazing

6'-0"

3'-0"

7'-0"

Mat'l.

3"

7'-0"

Size Width Height Thick.

6'-0"

Hardware

8'-0"

Mark

Frame Detail Head Jamb

10'-2"

3'-0"

10'-0"

Door

3'-0"

LU DD EK E

HINGE

DOOR TYPES

1

SCALE: 1/4" = 1'-0" 9'-0"

9'-0"

3'-0"

1'-4"

3'-4" 3/A6.1

3/A6.1

8'-0"

6'-5"

4/A6.1

2"

5/A6.1

5/A6.1

5/A6.1

REVISION ISSUE / BY

5-1/8" Batt Insulation

2'-0"

Mastic Cont. Damproofing

2'-0"

DATE

4/A6.1

5'-0"

4/A6.1

7'-1"

7'-0" 5'-0"

8'-4"

3/A6.1

5-1/8" Batt Insulation

Mastic Cont. Damproofing

Outline of EIFS Trim 1-1/2" EIFS on 1/2" Sheathing

Built-up Stud Header

1-1/2" EIFS

Built-up Stud Header

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

Galv. Mtl. Flashing 2x Treated Blocking

2x Treated Blocking Cont. Drip Galv. & PTD.

Insulated H.M. Door & Frame, Galv. & PTD.

Cont. Sealant

Cont. Sealant

NO.

6" Wide Peel-n-Stick Rubber Flashing, Typ.

IR Storefront

2"

Mastic Cont. Damproofing

SCALE: 3" = 1'-0" 2"

6"

6"

5-1/2" Batt Insulation

5/8" GYP. BD.

5/8" GYP. BD.

5-1/8" Batt Insulation

Built-up Stud Jamb

Double Stud

Wall finish as Scheduled

Box Header 1-1/2" EIFS on 1/2" Sheathing

Extend GYP. BD. into Frame Min. 1/2" 6" Wide Peel-n-Stick Rubber Flashing, Typ.

2x Treated Blocking

Cont. Sealant 16 GA H.M. Frame, PTD.

Corner Bead

Insulated H.M. Door & Frame, Galv. & PTD.

Cont. Sealant

Door as Scheduled

Cont. Sealant 1 1/4"

4

STOREFRONT JAMB

7

SCALE: 3" = 1'-0"

EXTERIOR DOOR JAMB

9

SCALE: 3" = 1'-0"

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

Wall/Jamb Beyond Adnodized Alum.

Subsill set in full Bed of Sealant

Cont. Sealant Corner Bead

5/8" GYP. BD. Insulated H.M. Door

Outline of 1-1/2" EIFS Trim

Double Studs

Cont. Alum. Threshold set in Full Bed of Sealant

STOREFRONT SILL 5 SCALE: 3" = 1'-0"

3 Anchors Per Jamb

Project No:

4-10062 2"

-

2"

Built-up Stud Sill Foundation

Cont. Mastic Damproofing

Date:

12/17/10 Cont. Sill Drip and Sweep

2"

2x Treated Blocking

as noted

Finish As Scheduled 9/16"

6" Wide Peel-n-Stick Rubber Flashing

Scale:

VARIES

A-6.1

5/8" GYP. BD.

EXTERIOR DOOR SILL 8 SCALE: 3" = 1'-0"

INTERIOR DOOR JAMB 10 SCALE: 3" = 1'-0"

Sheet: of

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6

SCALE: 3" = 1'-0"

EXTERIOR DOOR HEAD

DOOR & WINDOW SCHEDULE and DETAILS

3

STOREFRONT HEAD

A New Restaurant for FajitaVille Grille of Corpus Christi

1 1/4"

2'-0"

2'-9"

5'-5"

10'-0" 2'-8"

ELEVATION 4 SCALE: 3/8"= 1'-0"

14'-10"

5'-1"

4"

10'-0" 4"

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

10'-6" 5'-0"

5'-6"

1'-0" 10'-0"

5'-6"

5'-6" 2'-8" 6"

ELEVATION 2 SCALE: 3/8"= 1'-0"

2'-9"

1'-0" 1'-0"

4'-11"

12'-2 1/2"

10'-6"

6'-0"

3'-11" DATE

4"

5'-0"

1'-0"

8'-0"

REVISION ISSUE / BY

3'-0"

NO.

4'-0"

8'-0"

1'-0"

3'-0" 4'-0"

8'-0"

1'-0"

3'-0" 1'-0" 2'-10"

4'-0"

8'-0"

8'-0"

1'-0"

2'-0"

3'-4"

1'-6"

2'-9"

4'-0"

1'-6"

4'-0"

1'-0"

3'-0"

1'-0"

4'-0"

5'-0"

1'-0"

4"

10'-0"

5'-6" 4" 2'-8" 6"

ELEVATION 1 SCALE: 3/8"= 1'-0" 14'-10 1/2"

5'-0"

1'-0"

1'-0"

4'-7 7/8"

3'-6"

6"

1'-5 5/8"

2'-0" 1'-0"

1'-0"

2'-8"

5'-0"

1'-0"

6"

5'-0"

1'-0"

1'-0"

5'-0"

1'-0" 1'-0"

9'-8 1/2"

22'-0"

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9'-7 1/2"

22'-0"

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

ELEVATION 7 SCALE: 3/8"= 1'-0"

ELEVATION 9 SCALE: 3/8"= 1'-0"

22'-0" 5'-0"

1'-0"

5'-0"

1'-0"

5'-0"

1'-0"

2'-0"

4'-9"

10'-0"

10'-0"

5'-6"

5'-6"

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

4"

ELEVATION-2ND FLOOR 12 SCALE: 3/8"= 1'-0" 22'-0"

23'-0" 5'-0"

1'-0"

5'-0"

1'-0"

5'-0"

1'-0" 1'-0"

1'-0" 1'-0"

5'-0"

1'-0"

5'-0"

1'-0"

6'-0"

1'-0"

2'-0"

1'-5 5/8"

3'-6"

1'-0"

1'-0"

9'-7 1/2"

1'-0"

3'-0"

ELEVATION-2ND FLOOR 13 SCALE: 3/8"= 1'-0" 4'-7 7/8" 1'-0"

10

ELEVATION 11 SCALE: 3/8"= 1'-0"

ELEVATION

6"

6"

2'-8"

2'-8"

4'-0"

2'-10"

4'-0"

4"

8'-0"

1'-0"

8'-0"

1'-0"

2'-0"

3'-0"

1'-0"

6'-0"

4'-7 7/8" 1'-0"

1'-6"

3'-0"

7'-6"

3'-6"

1'-0"

12'-2 1/2"

10'-6"

1'-5 5/8"

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

5'-6"

Date:

4" 2'-8"

10'-0"

4" 2'-8"

6"

14

ELEVATION-2ND FLOOR

as noted

6"

4" 2'-8"

10'-0"

10'-0"

5'-6"

5'-6"

Scale:

15

ELEVATION-3RD FLOOR SCALE: 3/8"= 1'-0"

16

ELEVATION-3RD FLOOR SCALE: 3/8"= 1'-0"

12/17/10 Project No:

4-10062

A-6.2 Sheet: of

PDF created with pdfFactory trial version www.pdffactory.com

1'-0" 1'-0"

9'-7 1/2"

INTERIOR ELEVATIONS

ELEVATION 6 SCALE: 3/8"= 1'-0"

A New Restaurant for FajitaVille Grille of Corpus Christi

ELEVATION 5 SCALE: 3/8"= 1'-0"

Up

Down

CEILING PLAN - 2nd Level

2

3

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

REVISION ISSUE / BY

as noted Date:

12/17/10 Project No:

Up

4-10062

A-7.1 Sheet: of

PDF created with pdfFactory trial version www.pdffactory.com

Scale:

CEILING PLANS

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

NEW CONSTRUCTION KEYNOTES:

A New Restaurant for FajitaVille Grille of Corpus Christi

NO.

Down

Down

Up

DATE

LU DD EK E

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

CEILING PLAN - 3rd Level