BIT_ Final by Luis Martin Medina

Luis MartĂn Medina Texas Tech University College of Architecture Building Information Technology Final

NEW WELCOME CENTER

LUBBOCK CHRISTIAN UNIVERSITY 5601 19th street, Lubbock, Texas 79407 Designed by MWM Architects, Lubbock, Texas

MARTIN MEDINA

BUILDING CODE TABULATION BUILDING CODE: 1BC 2003 OCCUPANT TYPE: B CONSTRUCTION TYPE: II-B ALLOWABLE SQ. FT. 14,5000 SQ. FT. RE: TABLE 503 AREA INCREASES AUTOMATIC SPRINKLERS 305% - SECTION 506.5 ALLOWABLE AREA = 14,500 + (14,500 X 300/ 150) TOTAL ALLOWABLE AREA = 50,000 SQ. FT. TOTAL BUILDINGS AREA = 21,935 SQ. FT. OCCUPANT LOAD ASSEMBLY UNCONCENTRATED 3,220 S.F./15 = 215 OCCUPANTS BUSINESS 15,157 S.F./100 = 152 OCCUPANTS STORAGE / MECH 2,326 S.F./300 = 8 OCCUPANTS TOTAL LOAD =375 OCCUPANTS 2 EXITS REQUIRED (4 PROVIDED) EXIT WIDTH REQ'D EXIT WIDTH + OCCUPANT LOAD = 0.15" + 375 X 0.15" + 56.25" EXIT WIDTH PROVIDED NORTH AND SOUTH = 240" EXIT WIDTH TOTAL EAST AND WEST = 120" EXIT WIDTH TOTAL

TAGS NORTH ARROW LEVEL TAG

SECTION TAG

GYPSUM WALL BOARD

SIM CALLOUT HEAD

101

DOOR TAG

1 Ref

Ref

ELEVATION TAG

1 Ref

Room name 101 1t

Axonometric

AREA MAP

INSULATION

AREA TAG

150 SF

A101

EARTH

CERAMIC TILE

Room name

CONCRETE

WOOD

SIM

A101

1 A101

MATERIALS

ROOM TAG

BRICK

PLYWOOD

EXIT WIDTH TOTAL = 360" PLUMBING FIXTURE COUNT MALE FEMALE WATER CLOSETS 215 OCCUPANTS ASSEMBLY A-3 108 108 FIXTURES REQUIRED 1 2 160 OCCUPANTS BUSINESS B 80 80 FIXTURES REQUIRED 3 3 TOTAL: 4 5 TOTAL PROVIDED: 6 6 LAVATORIES

MALE FEMALE 215 OCCUPANTS

ASSEMPBLY A-3 108 108 FIXTURES REQUIRED 1 1 160 OCCUPANTS BUSINESS B: 80 80 FIXTURES REQUIRED 2 2 TOTAL: TOTAL PROVIDED:

3 4

DRINKING FOUNTAINS ASSEMBLY A-3 26 OCCUPANTS FIXTURES REQUIRED 1 BUSINESS B 160 OCCUPANTS FIXTURES REQUIRED 2

WINDOW TAG

TOTAL: 3 TOTAL PROVIDED: 4

VICINITY MAP

1. The general contractor (also referred to here as contractor)shall examine and become familiar with all contract documents, including all specifications in their entirety. The contractor shall survey the project & become familiar with all existing conditions and scope of work. All costs submitted shall be based on a thorough knowledge of work and materials required. Any discrepancy and or uncertainty as to what material or product is to be used shall be verified with the owner and/or architect. 2. All construction shall comply with the 2003 ibc and all applicable state and local codes. 3. The contractor will be solely responsible for construction means, methods, techniques, sequences and procedures required for safe execution and completion of work, and for initiating, maintaining and supervising all safety precautions and programs in connection with the work. 4. Any errors, omissions or inconsistencies on these drawings or any variations or ambiguities between these drawings and actual site and construction conditions and/or requirements shall be brought to the attention of the architect, prior to construction. 5. In the event a discrepancy is found in the contract documents, the owner and architect shall be notified prior to construction. 6. Contractor shall verify all dimensions in the field and notify the architect of any discrepancies prior to construction. 7. Contractor shall coordinate work with all trades and notify the owner and/or architect of any discrepancies. 8. Dimensions shown in these contract documents shall take precedence over scale. Unless noted otherwise dimensions are to face of framing. Do not scale from these drawings. 9. All work and equipment to be fully guaranteed for one (1)year from the date of certificate of occupancy for each building. Pipe leaks, construction caused drain and sewer clogs, water supply stops, wiring fails to carry load, and ductwork separations shall be fully guaranteed for 2 years. 10. Store materials in spaces designated by owner. 11 Remove rubbish from premises and leave premises broom clean at necessary intervals. 12. All work and equipment shall be cleaned to the satisfaction of the owner before turning same over to owner. 13. Submittals are required for all equipment and finishes. Shop drawings are required for all structural steel and millwork. 14. The contractor shall pay all fees, give all notices, file all necessary drawings and obtain all permits and Certificates or approval required in connection with all work under these contract documents. The contractor shall comply with all laws, ordinances, rules and regulations of all authorities having jurisdiction. 15. There shall be no deviation from specifications without the written approval of the owner, architect or engineer. 16. The contractor shall employ an approved testing labarotory to make all tests for concrete, soil compaction and welding of steel to insure compliance with plans, standards and codes. 17. Drywall installation shall be in conformance with the gypsum associations recommended practices for thickness, nailing, taping and correct stud spacing. 18. All framing to be in conformance with the national forest products “manual for house framing”. 19. All lumber to be grade marked (species & grade to be determined by the structural engineer & local availability.) 21. Refer to civil/landscape drawings for exterior building lighting, for pool area layout, location of retaining walls and details. For curb cuts, for dimensional control plan and grading, for fire hydrant locations. 22. Refer to landscape drawings for sidewalk and irrigation design details and locations. Enclose pool areas by fences as required by code with ada accessible lockset. Refer to landscape plans for locations and details. 23. Contractor shall not proceed with work over previously installed defective materials and or workmanship. 24. Verify exact dimensions of all owner and/or sub-contractor supplied equipment, features and fixtures to assure a proper fit where equipment, features and fixtures are shown built-in to new millwork, under counter and between partitions. 25. Items noted “by owner” in these contract documents shall be provided by the owner and installed by the general contractor or his forces. The general contractor shall be responsible for providing all accessory materials required to install such items as, and shall make final connections

DRAWING INDEX AO.O- GENERAL A1.0 - SITE A2.1 - FLOOR PLANS A2.2 - FOUNDATION AND SLAB PLAN A3.1 -INTERIOR ELEVATIONS A3.2 - SCHEDULES AND LEGENDS A4.0 - REFLECTED CEILING PLAN A5.1 - ROOF PLAN A5.2 - FRAMING PLAN A6.1 - NORTH/SOUTH ELEVATIONS A6.2 - EAST/WEST ELEVATIONS A7.0 - BUILDING SECTIONS A8.0 - WALL SECTIONS A9.0 - DETAILS A9.1 - DETAILS

4.27.2011

5601 19th Street; Lubbock, Texas 79407 Design by MWM Architects, Lubbock, Texas

BUILDING CODE 1.) DESIGNED TO INTERNATIONAL BUILDING CODE - 2003 STANDARDS 2.) BUILDING SIZE - 19,829 S.F. GROUND FLOOR 2,106 S.F. MECH. MEZZANINE 21,935 S.F. TOTAL (CALCULATED TO EXTERIOR FACE OF EXTERIOR WALL) 3.) BUILDING PROJECT SCOPE INCLUDES THE INSTALLTION OF AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM 4.) CONSTRUCTION TYPE - TYPE B 5.) IBC ALLOWABLE SIZE - 58,000

Date

Lubbock Christian University

GENERAL NOTES

8:00 AM

New Welcome Center

BUILDING CODE

Class Time

Revisions No. Description

Date

1. Cartoon

1.26.2011

2. Grids, Columns

2.02.2011

3. Walls

2.09.2011

4. Foundation, Glass

2.16.2011

5. Section, Beam

2.23.2011

6. Roof, Walls Sections 3.02.2011 7. RCP, Details

3.09.2011

8. Interior, Schedules

3.23.2011

9. Site

3.30.2011

10. General 11. Check-set

4.06.2011 4.13.2011

12. Final set

4.27.2011

General

A0.0

19TH STREET

MM MARTIN MEDINA

Class Time

8:00 AM

ASPHALT PAVEMENT AS SPECIFIED TYP.

10 EQUAL SPACES = 90' 0"

13 EQUAL SPACES = 117' 0"

CARPOOL

7 EQUAL SPACES = 63' 0"

10 EQUAL SPACES = 90' 0"

REMOVE EXISTING TREES AS REQ'D RELOCATE PER LANDSCAPE PLANS

LEGEND

Revisions No. Description

CONCRETE 24' 0 " WIDE FIRELANE MARKINGS AS PER CITY OF LUBBOCK STANDARDS 24' 0 " WIDE FIRELANE MARKINGS AS PER CITY OF LUBBOCK STANDARDS

5601 19th Street; Lubbock, Texas 79407 Design by MWM Architects, Lubbock, Texas

15 EQUAL SPACES = 135' 0"

Lubbock Christian University

19 EQUAL SPACES = 171' 0"

TYPICAL 4" W. WHITE PAVEMENT MARKINGS UNLESS OTHERWISE NOTED

New Welcome Center

L.E.V .L.E.V .

L.E.V . L.E.V.

NEW WELCOME CENTER FINISHED FLOOR = 100' - 0" = 3273.22'

TYPICAL 4" W. WHITE PAVEMENT MARKINGS UNLESS OTHERWISE NOTED

4.27.2011

DOVER AVENUE

EILEEN AVENUE

Date

1. Cartoon

1.26.2011

2. Site

3.30.2011

3. Check-set

4.13.2011

4. Final set

4.27.2011

EARTH GRASS

NORTH ARROW

HANDICAP

Site

TREES

L.E.V. 1

Site 1" = 20'-0"

LOW EMISSION VEHICLE (CARPOOL)

A1.0

3 A7.0

MARTIN MEDINA

Class Time 2 4' 4' 6" -6 "

A.1

5' 5' 0" -0 "

" -0 5' 0" 5'

4' 4' 6" -6 "

" -6 4' 6" 4'

4' 4' 6" -6 "

" -6 4' 6" 4'

4' 4' 0" -0 "

" -0 4' 0" 4'

47' - 6 17/32"

C.J.

C.J. C.J.

" -6 4' 6" 4'

4' 4' 6" -6 "

4.27.2011

47' - 6 17/32"

4' 4' 6" -6 "

Date

A8.0

" -6 4' 6" 4'

A.2

8:00 AM

C.J.

3' 3' 6" -6 "

15.00째

" -6 4' 6" 4'

B.1

" -6 4' 6" 4'

4' 4' 6" -6 "

B.2

A8.0

C.J.

" -6 3' 6" 3'

4' 4' 6" -6 "

C.J.

4' 4' 6" -6 "

" -6 4' 6" 4'

C.J.

" -6 4' 6" 4'

C.J.

4 A8.0

" -0 4' 0" 4'

5' 5' 0" -0 " 4' 4' 0" -0 "

C.J.

" -0 4' 0" 4'

CONTROL JOINT (C.J.) SEE 17/S2.1 AND 16/S2.1 C.J.

5'0 5'- " 0"

" -6 4' 6" 4'

4' 4' 6" -6 "

0" 5'- " 0 5'-

D.1

" -0 4' 0" 4'

4' 4' 0" -0 "

4' 4' 6" -6 "

" -6 4' 6" 4'

D.2

4' 4' 0" -0 "

C.J.

47' - 6 17/32"

CONTROL JOINT (C.J) SEE 17/S2.1 AND 18/S2.1 " -0 4' 0" 4'

47' - 6 17/32"

CONTROL JOINT (C.J) SEE 17/S2.1 AND 18/S2.1

C.J.

Revisions No. Description

4' 4' 6" -6 "

" -6 4' 6" 4' " -0 5' 0" 5'

5' 5' 0" -0 "

5601 19th Street; Lubbock, Texas 79407 Design by MWM Architects, Lubbock, Texas

WORK POINT

" -0 5' 0" 5'

4' 4' 0" -0 "

7' - 6 1/8"

Lubbock Christian University

A7.0

New Welcome Center

43' - 9 3/32"

C.J.

4' 4' 0" -0 "

43' - 9 3/32"

3 A8.0

C.J.

" -0 4' 0" 4'

WORK POINT (CENTER OF CIRCLE)

Date

1. Foundation, Glass

2.16.2011

2. Section, Beam

2.23.2011

3. Check-set

4.11.2011

4. Final set

4.27.2011

4' 4' 6" -6 "

" -6 4' 6" 4'

E.2

E.1 73' - 9 11/16"

4 A7.0

42' - 0 3/8"

73' - 9 11/16"

Foundation & Slab Plan

A2.2 1

Foundation and Slab Plane 1/8" = 1'-0"

MARTIN MEDINA

PAINTED GYP. BOARD CEILING

Class Time

Level 5 30' - 9"

8:00 AM

Date

4.27.2011

Level 4 20' - 0" Level .3 16' - 8"

LIGHT FIX. RE: ELEC.

Level 2 13' - 4"

EXIT LIGHT RE: ELEC.

North Interior Elevation 1/4" = 1'-0"

C. C

PAINTED GYP. BOARD CEILING

Level 5 30' - 9"

Level 4 20' - 0" Level .3 16' - 8"

LIGHT FIX. RE: ELEC.

Level 2 13' - 4"

5601 19th Street; Lubbock, Texas 79407 Design by MWM Architects, Lubbock, Texas

Lubbock Christian University

Restroom Elevation 1/4" = 1'-0"

Level 1 0' - 0"

AIR GRILLES RE: MECH.

New Welcome Center

AIR GRILLES RE: MECH.

Revisions No. Description 1. Cartoon

Date 1.26.2011

2. Interior, Schedules

3.23.2011

3. Site

3.30.2011

4. General 5. Check-set

4.06.2011 4.13.2011

6. Final set

4.27.2011

Level 1 0' - 0" AIR GRILLES RE: MECH. 4

Restroom Elevation 2 1/4" = 1'-0"

East Interior Elevation 1/4" = 1'-0"

AIR GRILLES RE: MECH.

Interior Elevations

A3.1

MM MARTIN MEDINA

Class Time

8:00 AM

Date

4.27.2011

Door Schedule

1/4" CLEAR TEMPERED GLASS AS SPECIFIED

1/4" CLEAR WARE GLASS AS SPECIFIED

7/8" INSULATED QUANTUM 2 GLASS WITH HEAT MIRROR AS SPECIFIED

20 21 22 23 28 29 30 31 32 33 34 24 2

NOTE: FIELD VERIFY ALLDIMENSIONS PRIOR TO FABRICATION / MANUIFACTURE OF ALL DOORS AND WINDOWS.

6' - 9 31/32"

3' - 5"

Thickness 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2"

0' - 2" 0' - 1 1/2" 0' - 1 1/2" 0' - 1 1/2" 0' - 1 1/2" 0' - 1 1/2" 0' - 2" 0' - 2" 0' - 2"

6' - 9 31/32"

3' - 5"

3' - 4" 3' - 4" 3' - 4" 3' - 4" 3' - 4" 3' - 4" 3' - 4" 3' - 4" 3' - 4" 3' - 4" 3' - 4" 3' - 4" 3' - 4" 3' - 4" 3' - 4" 6' - 4 31/32" 6' - 9 19/32" 6' - 4 31/32" 6' - 4 31/32" 6' - 4 31/32" 6' - 9 19/32" 6' - 4 31/32" 6' - 9 19/32" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 6' - 0" 3' - 4"

3' - 5"

3' - 4"

3' - 5"

3' - 4"

3' - 5"

6' - 11"

3' - 5"

3' - 4"

3' - 5"

3' - 4"

3' - 5"

6' - 9 31/32"

7' - 2" 7' - 2" 7' - 2" 7' - 2" 7' - 2" 7' - 2" 7' - 2" 7' - 2" 7' - 2" 7' - 2" 7' - 2" 7' - 2" 7' - 2" 7' - 2" 7' - 2" 8' - 0 1/2" 7' - 0" 7' - 0" 8' - 0 1/2" 8' - 0 1/2" 7' - 0" 8' - 0 1/2" 7' - 0" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 6" 7' - 2"

6' - 11"

6' - 9 31/32"

Width

1 -2" x 4 1/2" FACTORY PAINTED ALUMINUM STOREFRONT - GLASS AS SCHEDULED

Aluminum window and door schedule 1/4" = 1'-0"

AL-1 -2" x 4 1/2" FACTORY PAINTED ALUMINUM STOREFRONT - GLASS AS SCHEDULED

AL-8 -2" x 4 1/2" FACTORY PAINTED ALUMINUM STOREFRONT - GLASS AS SCHEDULED -PRE-FINISHED LOUVERS RE:MECH.

AL-7 -FACTORY PAINTED WIDE STILE ALUMINUM DOORS -2" x 4 1/2" FACTORY PAINTED ALUMINUM STOREFRONT - GLASS AS SCHEDULED -FACTORY PAINTED ALUM. REMOVABLE MULLION

AL-6 -2" x 4 1/2" FACTORY PAINTED ALUMINUM STOREFRONT - GLASS AS SCHEDULED

AL-5 -FACTORY PAINTED WIDE STILE ALUMINUM DOORS -2" x 4 1/2" FACTORY PAINTED ALUMINUM STOREFRONT - GLASS AS SCHEDULED -FACTORY PAINTED ALUM. REMOVABLE MULLION

20' - 0"

6' - 0 3/4" 1' - 9"

Revisions 8' - 3"

6' - 5"

0' - 8"

20' - 0"

0' - 8"

AL-4 -2" x 4 1/2" FACTORY PAINTED ALUMINUM STOREFRONT - GLASS AS SCHEDULED

2' - 8"

6' - 5"

2' - 4"

20' - 0"

KICK PLATE

2' - 1" 0' - 8"

20' - 0"

0' - 8" 1' - 10"

PAINTED STEEL TUBE RE: STRUCT.

2' - 8"

PAINTED STEEL TUBE RE: STRUCT.

PAINTED GYP BOARD

7' - 0"

PAINTED GYP BOARD

9' - 1"

8' - 7"

6' - 9"

PANIC BAR HDWR.

6' - 10"

14' - 1"

A 5' - 11"

8' - 8"

PAINTED STEEL TUBE RE: STRUCT.

5' - 0"

2' - 9"

1' - 10 7/16" 1' - 10 7/16"

1' - 9 5/16"

4' - 11 11/16"

PAINTED GYP BOARD

6' - 11"

3' - 11 3/8"

6' - 11"

6' - 3"

AL-4 -2" x 4 1/2" FACTORY PAINTED ALUMINUM STOREFRONT - GLASS AS SCHEDULED

5601 19th Street; Lubbock, Texas 79407 Design by MWM Architects, Lubbock, Texas

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Height

Lubbock Christian University

1" INSULATED SOFT COAT LOW-E, CLEAR TEMPERED GLASS AS SPECIFIED

Count

New Welcome Center

3 4 5 6 7 8 9 10 29 30 13 14 15 16 32

GLAZING SCHEDULE A

Mark

3' - 6 1/4"

Constructio n Type

No. Description

Date

1. Interior, Schedules

3.23.2011

2. Site

3.30.2011

3. General 4. Check-set

4.06.2011 4.13.2011

5. Final set

4.27.2011

AL-2 -FACTORY PAINTED WIDE STILE ALUMINUM DOORS -2" x 4 1/2" FACTORY PAINTED ALUMINUM STOREFRONT - GLASS AS SCHEDULED -FACTORY PAINTED ALUM. REMOVABLE MULLION

Schedules & Legends

A3.2

MM MARTIN MEDINA

Class Time

8:00 AM

Date

4.27.2011

PAINTED EXTERIOR GYP . BOARD CEILING SOPPITE

OPEN OFFICE

ROTUNDA

PLASTER CIELING OVER SHOWER AREA

PAINTED GYP. BOARD CEILING AND BEAM SURROUNDS IN ROTUNDA

WOMEN

MEN

8'-0" A.F.F.

EXPOSED REF. FRAMING PLAN

8'-0" A.F.F.

LOBBY

MEN RISER

8'-0" A.F.F.

LOBBY

PAINTED GYP. BOARD CEILING AND BEAM SURROUNDS IN ROTUNDA

8'-0" A.F.F.

WOMEN JANITOR

OPEN OFFICE

Lubbock Christian University

8'-0" A.F.F.

5601 19th Street; Lubbock, Texas 79407 Design by MWM Architects, Lubbock, Texas

COMM/ELEC

New Welcome Center

COMM/ELEC

Revisions No. Description

LIGHT 2' X 2' LAY-IN SUSPENDED TYPE 1 TILE CEILING

Date

1. Cartoon

1.26.2011

2. RCP, Details

3.09.2011

3. Check-set

4.13.2011

4. Final set

4.27.2011

2' X 4' LAY-IN LIGHT FIXTURE RE: ELECT. LIGHT FIXTURE RE: ELECT. PAINTED EXTERIOR GYP . BOARD CEILING SOPPITE

PAINTED EXTERIOR GYP . BOARD CEILING SOPPITE

LIGHT FIXTURE RE: ELECT. HVAC SUPPLY AIR GRILLE RE: MECH.

Reflected Ceiling Plan (RCP) 1/8" = 1'-0"

HVAC RETURN AIR GRILLE RE: MECH.

Reflected Ceiling Plan (RCP)

A4.0

MARTIN MEDINA

Class Time

8:00 AM

Date

4.27.2011

A.1

A.2

SLOPE 1/4" FT RE: STRUCT.

SCUPPERS

ROOFING AS SPEC.

FT E 1/4 SLOP RUCT. T RE: S

ROOFING AS SPEC.

B.1

B.2

20 GA. G.I. METAL SPLASH PAN

PRE-FINISHED STANDING SEAM METAL ROOF AS SPECIFIED

4" CANT STRIP

42" H. SAFETY RAIL ALL SIDES W/ GATE AS SPEC.

42" H. SAFETY RAIL ALL SIDES W/ GATE AS SPEC. 4" DIAMETER ROUND SKULIGHT AS SPEC.

6"X10" PRE-FINISHED METAL GUTTER AT AT DOME AND 6"X6" DOWNSPOUTS (TYP FOR 2)

D.2 ROOFING AS SPEC

SLOP E: RE: S 1/4"/FT TRUC T.

"/FT E: 1/4 SLOP TRUCT. RE: S

ROOFING AS SPEC

D.1

1/4" FT TAPERED INSULATION SCUPPERS

5601 19th Street; Lubbock, Texas 79407 Design by MWM Architects, Lubbock, Texas

2' 6" X 3'0" ROOF HATCH W/ SAFETY POST ON LADDER RE: 4/A3.1

Lubbock Christian University

2' 6" X 3'0" ROOF HATCH W/ SAFETY POST ON LADDER RE: 4/A3.1

New Welcome Center

SLOP E RE: S 1/4FT TRUC T.

1/4" FT TAPERED INSULATION

Revisions No. Description

Date 1.26.2011

1. Cartoon

2. Roof, Walls Sections 3.02.2011

E.2

3. RCP, Details

3.09.2011

4. Check-set 5. Final set

4.13.2011 4.27.2011

E.1 1

Roof Plan

A5.1 1

Roof Plan 1/8" = 1'-0"

MM MARTIN MEDINA

Class Time

A.1

A.2

24" O .C.

16600S

W14X 22

W16X26

17-26 K6

26 W16X

ISTS K6 JO 17-26

JOIST S

80' - 0 " 82' - 1 0

" 20' - 0

" 80' - 0

21/32 "

0 82' - 1 20' - 0 "

" 21/32

" 20' - 0

B.2

20' - 0 "

W14X 22

B.1

" 20' - 0

22 W14X

W14X 22

22 W14X W16X 26

W10X30 (S)

W16X26

60 '-0" =

'-0"

W14X22

D.2

. AT 5 12 SP

4' - 11 "

5' - 0"

24' - 1 1"

1" 24' - 1

W14X 22 W14X 22

65' - 0 " 5' - 0"

5' - 0"

26K6

" 20' - 0

1 JOIS

W14X 22

22 W14X

" 20' - 1 " 65' - 0

22 W14X

W10X22 (S)

8-10K

TS 1 JOIS 8-10K

22 W14X

5' - 0"

5' - 1" 20' - 1 5' - 0 " "

13-26 K6 J 12 SP OISTS . AT 5 '-0" = 60

ISTS K6 JO 13-26

5' - 0"

5' - 0" 20' - 0 5' - 0 " "

D.1

5' - 0"

2' - 9

1/2"

'-0"

5601 19th Street; Lubbock, Texas 79407 Design by MWM Architects, Lubbock, Texas

W10X30 (S)

W10X22 (S)

1 JOIS

Lubbock Christian University

8-10K

New Welcome Center

1 JOIS

W12X14

8-10K

26 W16X

W16X26

W16X 26

W16X26

W12X14

26 W16X

W14X22

35 W18X

22 W14X W16X 26

20' - 0 "

.C. 24" O

22 W14X W14X 22

20' - 0 "

TS AT D JOIS U T S TAL 54 ME

4.27.2011

26K6

16-54 META L STU D JOIS TS AT

Date

W14X22

600S

W18X 35

8:00 AM

W16X26

Revisions W16X 26

26 W16X 26K6

W14X 22

22 W14X

35 W18X

L STU META 4 5 6 1 600S

TS AT D JOIS

No. Description

600S

.C. 24" O

16-54 META L STU D JOIS TS AT

3.02.2011

2. RCP, Details

3.09.2011

3. Check-set

4.13.2011

4. Final set

4.27.2011

24" O .C.

E.1 1

Framing Plan 1/8" = 1'-0"

1. Roof, Wall Section

W18X 35

E.2

Date

Framing Plan

A5.2

MM MARTIN MEDINA

Class Time

8:00 AM

Date

PRE-FINISHED GALVANIZED STANDING SEAM METAL ROOF CONTOURED TO DOME

Level 5 30' - 9"

PAINTED STEEL TENSION RING RE: STRUCTURAL PREFINISHED 22 GA. GL CAP FLASHING ON TREATED 2X BLOCKING

4.27.2011

SANDBLASTED CONCRETE BEAM RE: STRUCTURAL

PREFINISHED 22 GA. GL CAP FLASHING ON TREATED 2X BLOCKING

Level 4 20' - 0" Level .3 16' - 8" Level 2 13' - 4"

Level 1 0' - 0" SANDBLASTED CONCRETE COLUMNS RE: STRUCTURAL

WINDOWS AS SCHEDULED

ALUMINUM DOORS AS SCHEDUELED

WINDOWS AS SCHEDULED

TYPE A FACE BRICK

SANDBLASTED CONCRETE COLUMNS RE: STRUCTURAL

PRE-FINISHED GALVANIZED STANDING SEAM METAL ROOF CONTOURED TO DOME

PREFINISHED 22 GA. GL CAP FLASHING ON TREATED 2X BLOCKING

Level 5 30' - 9"

PAINTED STEEL TENSION RING RE: STRUCTURAL SANDBLASTED CONCRETE BEAM RE: STRUCTURAL

SANDBLASTED CONCRETE BEAM RE: STRUCTURAL

PREFINISHED 22 GA. GL CAP FLASHING ON TREATED 2X BLOCKING

Level 4 20' - 0" Level .3 16' - 8" Level 2 13' - 4"

Lubbock Christian University

5601 19th Street; Lubbock, Texas 79407 Design by MWM Architects, Lubbock, Texas

North 1/8" = 1'-0"

New Welcome Center

TYPE A FACE BRICK

Revisions No. Description

Level 1 0' - 0" SANDBLASTED CONCRETE COLUMNS RE: STRUCTURAL

TYPE A FACE BRICK

WINDOWS AS SCHEDULED

ALUMINUM DOORS AS SCHEDUELED

WINDOWS AS SCHEDULED

TYPE A FACE BRICK

SANDBLASTED CONCRETE COLUMNS RE: STRUCTURAL

Date

1. Cartoon

1.26.2011

2. Grids, Columns

2.02.2011

3. Walls

2.09.2011

4. Foundation, Glass

2.16.2011

5. Section, Beam

2.23.2011

6. Roof, Walls Sections 3.02.2011 7. Check-set

4.13.2011

8. Final set

4.27.2011

South 1/8" = 1'-0"

North/South Elevation

A6.1

MM MARTIN MEDINA

Class Time

8:00 AM

Date

4.27.2011

C. C PRE-FINISHED GALVANIZED STANDING SEAM METAL ROOF CONTOURED TO DOME

Level 5 30' - 9"

PAINTED STEEL TENSION RING RE: STRUCTURAL PREFINISHED 22 GA. GL CAP FLASHING ON TREATED 2X BLOCKING

Level 4 20' - 0" Level .3 16' - 8" Level 2 13' - 4"

SANDBLASTED CONCRETE BEAM RE: STRUCTURAL

Level 1 0' - 0" WINDOWS AS SCHEDULED

SPANDREL GLASS AS SCHEDULED

ALUMINUM DOORS AS SCHEDUELED

TYPE A FACE BRICK

WINDOWS AS SCHEDULED

PRE-FINISHED GALVANIZED STANDING SEAM METAL ROOF CONTOURED TO DOME

Level 5 30' - 9"

PAINTED STEEL TENSION RING RE: STRUCTURAL PREFINISHED 22 GA. GL CAP FLASHING ON TREATED 2X BLOCKING

Level 4 20' - 0" Level .3 16' - 8" Level 2 13' - 4"

Lubbock Christian University

C. C

5601 19th Street; Lubbock, Texas 79407 Design by MWM Architects, Lubbock, Texas

East 1/8" = 1'-0"

New Welcome Center

TYPE A FACE BRICK

Revisions No. Description SANDBLASTED CONCRETE BEAM RE: STRUCTURAL

SANDBLASTED CONCRETE BEAM RE: STRUCTURAL

Level 1 0' - 0" WINDOWS AS SCHEDULED

TYPE A FACE BRICK

SPANDREL GLASS AS SCHEDULED

ALUMINUM DOORS AS SCHEDUELED

TYPE A FACE BRICK

WINDOWS AS SCHEDULED

Date

1. Cartoon

1.26.2011

2. Grids, Columns

2.02.2011

3. Walls

2.09.2011

4. Foundation, Glass

2.16.2011

5. Section, Beam

2.23.2011

6. Check-set 7. Final set

4.13.2011 4.27.2011

West 1/8" = 1'-0"

East/West Elevation

A6.2

MM MARTIN MEDINA

Class Time

8:00 AM

Date

4.27.2011

Level 5 30' - 9"

Level 4 20' - 0" Level .3 16' - 8" Level 2 13' - 4"

Level 1 0' - 0"

Section 1 1/8" = 1'-0"

Level 5 30' - 9"

Section 2 1/8" = 1'-0"

A.2

B.2

D.2

E.2 Level 5 30' - 9"

5601 19th Street; Lubbock, Texas 79407 Design by MWM Architects, Lubbock, Texas

Level 1 0' - 0"

Lubbock Christian University

Level 4 20' - 0" Level .3 16' - 8" Level 2 13' - 4"

New Welcome Center

Revisions No. Description

Level 4 20' - 0"

Date

1. Cartoon

1.26.2011

2. Foundation, Glass

2.16.2011

3. Section, Beam

2.23.2011

4. Roof, Walls Sections 3.02.2011 5. Check-set

4.13.2011

6. Final set

4.27.2011

Level 2 13' - 4"

Level 1 0' - 0"

Section 3 1/8" = 1'-0"

Building Sections

A7.0

PRE-FINISHED ARCHITECTURAL STANDING BEAM METAL ROOF AS SPEC ON ROOF MEMBRANE PRE-FINISHED ARCHITECTURAL AS SPEC ON 5/8" FIRE TREATED CDX BEAM METAL ROOF AS PLYWOOD ONSTANDING CUVED STRUCTURAL SPEC ON ROOF MEMBRANE METAL STUDS RE: STRUCT. AS SPEC ON 5/8" FIRE TREATED CDX PLYWOOD ON CUVED STRUCTURAL METAL STUDS RE: STRUCT.

MM MM MARTIN MEDINA

Class Time

8:00 AM MARTIN MEDINA

Date

4.27.2011

Class Time

PRIMED AND PAINTED STEEL TENSION RING RE: STRUCTURAL

8:00 AM

Date

4.27.2011

PRIMED AND PAINTED STEEL TENSION RING RE: STRUCTURAL

A.1

3 A9.0

A.1

SANDBLASTEDA9.0 CONCRETE COLUMNS RE: STRUCTURAL SANDBLASTED CONCRETE COLUMNS RE: STRUCTURAL REVEAL TYPICAL AT ALL ROTUNDA COLUMNS RE: STRUCTURAL REVEAL TYPICAL AT ALL ROTUNDA COLUMNS RE: STRUCTURAL

5/8" TREATED CDX PLYWD. ON 1/2" GYP. SHEATHING 5/8" TREATED CDX PLYWD. ON 1/2" GYP. 4" FIBER CANT, CONT. SHEATHING FIBER CANT, CONT. ROOFING AS 4" SPEC. ON R-22 RIGID INSUL. MECH. ATTACH TO METAL DECK ROOFING AS SPEC. ON R-22 RIGID INSUL. MECH. ATTACH TO METAL DECK

PAINTED 5/8" GYP BOARD PAINTED 5/8" GYP BOARD

PARAPET FLASHING AS SPEC. EXTEND UP WALL AND LAP OVER WD. PARAPET FLASHING BLKING AND UNDER METAL AS SPEC. EXTEND UP COPING WALL AND LAP OVER WD. BLKING AND UNDER METAL COPING FALSHING CONT. THRU-WALL

WITH 1/4" 45º DRIP EXTENSION AND TUBE TYPE WEEPHOLES AT 24" O.C. CONT. THRU-WALL FALSHING WITH 1/4" 45º DRIP EXTENSION AND TUBE TYPE WEEPHOLES AT 24" O.C. CONT. SEALANT

5/8" TREATED CDX PLYWD. ON 1/2" GYP. SHEATHING 5/8" TREATED CDX PLYWD. ON 1/2" GYP. 4" FIBER CANT, CONT. SHEATHING ROOFING AS SPEC. 4" FIBER CANT, CONT. ON R-22 RIGID INSUL. MECH. ATTACH TO METAL DECK ROOFING AS SPEC. ON R-22 RIGID INSUL. MECH. ATTACH TO METAL DECK

CONT. SEALANT PAINTED CONT. SURFACE MOUNTED 22 GA. GI. COUNTERFLASHING

1 A9.0

PAINTED CONT. SURFACE MOUNTED PARAPET FLASHING AS SPEC. EXTEND 22 GA. GI. COUNTERFLASHING UP AND UNDER SURFACE MOUNTED COUNTERFLASHING PARAPET FLASHING AS SPEC. EXTEND UP AND UNDER SURFACE MOUNTED COUNTERFLASHING ROOFING AS SPEC. ON R-22 RIGID INSUL. MECH. ATTACH TO METAL ROOFING AS SPEC. DECK ON R-22 RIGID INSUL. MECH. ATTACH TO METAL DECK

PARAPET FLASHING AS SPEC. EXTEND UP WALL AND LAP OVER WD. PARAPET FLASHING BLKING AND UNDER AS SPEC. EXTEND UP METAL COPING WALL AND LAP OVER WD. BLKING AND UNDER METAL COPING

"TYVEK" VAPOR BARRIER A9.0 ON 1/2" GYP. SHEATHING "TYVEK" VAPOR BARRIER ON 1/2" GYP. SHEATHING

"TYVEK" VAPOR BARRIER ON 1/2" GYP. SHEATHING

FLOOR FINISH AS SCHED. FLOOR FINISH AS SCHED.

BASE AS SCHED.

BASE AS SCHED. FLOOR FINISH BASE AS SCHED. AS SCHED.

CONCRETE SLAB RE: STRUCT.

FLOOR FINISH CONCRETE SLAB RE: STRUCT.AS SCHED.

CONCRETE SLAB RE: STRUCT.

CONCRETE SLAB RADIANT RE: STRUCT. FLOOR TUBING RE: MECH. RADIANT FLOOR TUBING RE: MECH.

2" RIGID CLOSED CELL INSULATION AS SPEC. 2" RIGID CLOSED CELL INSULATION AS SPEC. Level 1 0' - 0"

VAPOR BARRIER AS SPEC. VAPOR BARRIER AS SPEC.

Section 7 3/4" = 1'-0" 3

FACE BRICK TYPE "B" SOLDIER COURSES FACE BRICK TYPE "B" SOLDIER COURSES

SEALANT ON CONT. EXP. JT. MATERIAL SEALANT ON CONT. FINISH GRADE VARIES EXP. JT. MATERIAL RE: CIVIL

FLOOR FINISH AS SCHED.

Level 1 0' - 0"

Revisions

FACE BRICK TYPE "B" SOLDIER COURSES

FLOOR FINISH CONCRETE SLAB AS SCHED. RE: STRUCT. RADIANT FLOORCONCRETE SLAB RE: STRUCT. TUBING RE: MECH. RADIANT FLOOR TUBING 2" RIGID CLOSED CELL INSULATION AS SPEC. RE: MECH.

FINISH GRADE VARIES RE: CIVIL

2" RIGID CLOSED CELL INSULATION AS SPEC.

No. Description 1. Cartoon

Date

1.26.2011

2 FACE BRICK TYPE "B"2. Sections, Beam 2.23.2011 A9.0 No. Description SOLDIER COURSES

SEALANT ON CONT. EXP. JT. MATERIAL

3. Roof, Wall Sections 3.02.2011 1. Cartoon 3.09.2011 4. 2 RCP, Details 2. Sections, Beam A9.0 5. Interior, Schedules 3.23.2011 3. Roof, Wall Sections 6. Check-set 4.13.2011 4. RCP, Details 7. Final set 4.27.2011 5. Interior, Schedules

SEALANT ON CONT. FINISH GRADE VARIES EXP. JT. MATERIAL RE: CIVIL

Revisions Date 1.26.2011 2.23.2011 3.02.2011 3.09.2011 3.23.2011

6. Check-set

4.13.2011

7. Final set

4.27.2011

FINISH GRADE VARIES RE: CIVIL

2" RIGID CLOSED CELL INSULATION AS SPEC.

BASE AS SCHED.

2" RIGID CLOSED CELL VAPOR BARRIER AS SPEC. AS INSULATION SPEC.

BASE AS SCHED.

FILL CAVITY BELOW VAPOR BARRIER THRU-WALL FLASHING AS SPEC. WITH GROUT FILL CAVITY BELOW THRU-WALL FLASHING RE: STRUCT., TYP WITH GROUT 2

Section 7 3/4" = 1'-0"

BASE AS SCHED.

5601 19th Street; Lubbock, Texas 79407 Design by MWM Architects, Lubbock, Texas

FACE BRICK TYPE "A" WITH BRICK TIES AT 16" O.C. E.W. FACE BRICK TYPE "A" WITH BRICK TIES AT 16" O.C. E.W.

Lubbock Christian University

5/8"GYP BOARD ON 6" METAL STUDS AT 16" O.C. 5/8"GYP BOARD ON 6" METAL STUDS AT 16" O.C.

5601 19th Street; Lubbock, Texas 79407 Design by MWM Architects, Lubbock, Texas

"TYVEK" VAPOR BARRIER ON 1/2" GYP. SHEATHING

R 19 BATT INSULATION WITH VAPOR BARRIER TO R 19 BATT INSULATION INTERIOR FACE WITH VAPOR BARRIER TO INTERIOR FACE

Lubbock Christian University

5/8"GYP BOARD ON 6" METAL STUDS AT 16" O.C. 5/8"GYP BOARD ON 6" METAL STUDS AT 16" O.C.

PAINTED EXTERIOR GYP. BOARD SOFFIT WITH CONT. 1" SOFFIT VENT AT EDGES. RE:RCP PAINTED EXTERIOR GYP. BOARD SOFFIT WITH CONT. 1" SOFFIT VENT"A" AT EDGES. RE:RCP FACE BRICK TYPE WITH BRICK TIES AT 16" O.C. E.W. FACE BRICK TYPE "A" WITH BRICK TIES AT 16" O.C. E.W.

CONT. THRU- WALL FLASHING WITH 1/4", 45° DRIP EXTENSION CONT. THRU- WALL AND TUBE TYPE WEEPHOLES FLASHING WITH 1/4", AT 24" O.C. 45° DRIP EXTENSION AND TUBE TYPE WEEPHOLES AT 24" O.C.

New Welcome Center

R 19 BATT INSULATION WITH VAPOR BARRIER TO R 19 BATT INSULATION INTERIOR FACE WITH VAPOR BARRIER TO INTERIOR FACE

RE: STRUCT. SANDBLASTED CONCRETE COLUMNS AND BEAMS RE: STRUCTURAL SANDBLASTED CONCRETE COLUMNS AND BEAMS RE: STRUCTURAL

New Welcome Center

RE: STRUCT.

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

RE: STRUCT., TYP Section 6 3/4" = 1'-0"

CONT. THRU- WALL FLASHING WITH 1/4", 45° DRIP EXTENSION CONT. THRU- WALL AND TUBE TYPE WEEPHOLES FLASHING WITH 1/4", AT 24" O.C. 45° DRIP EXTENSION AND TUBE TYPE WEEPHOLES AT 24" O.C.

CONT. THRU- WALL FLASHING WITH 1/4", 45° DRIP EXTENSION CONT. THRU- WALL AND TUBE TYPE WEEPHOLES FLASHING WITH 1/4", AT 24" O.C. 45° DRIP EXTENSION AND TUBE TYPE WEEPHOLES AT 24" O.C. 1

Section 5 3/4" = 1'-0" 1

Section 5 3/4" = 1'-0"

Wall Sections Wall Sections

A8.0

MM MARTIN MEDINA

Class Time

8:00 AM

Date

PRE-FINISHED ARCHITECTURAL STANDING BEAM METAL ROOF AS SPEC ON ROOF MEMBRANE AS SPEC ON 5/8" FIRE TREATED CDX PLYWOOD ON CURVED STRUCTURAL METAL STUDS RE: STURCT. PAINTED 5/8" GYP BOARD

4.27.2011

PREFINISHED 22 GA. GL CAP FLASHING CONT. TREATED 2X WOOD BLOCKING PARAPET FLASHING AS SPEC. EXTEND UP WALL AND OVER WOOD BLOCKING

8" X 8" PRE-FINISHED METAL GUTTER

4" FIBER CANT. CONT. ROOFING AS SPEC. ON R-22 RIGID INSUL. MECH. ATTACH TO METAL DECK

OPEN CELL FOAM INSULATION AS SPEC

"TYVEK" VAPOR BARRIER ON 1/2" GYP. SHEATHING

PRIMED AND PAINTED STEEL TENSION RING RE: STRUCTURAL

FACE BRICK TYPE "A" WITH BRICK TIES AT 16" O.C.E.W

6" MTL. STUDS AT 16" O.C. R-19 BATT INSULATION W/ VAPOR BARRIER TO INTERIOR FACE

SANDBLASTED CONCRETE COLUMNS RE: STRUCTURAL

Callout of Section 7 1 1/2" = 1'-0"

R-19 BATT INSULATION WITH VAPOR BARRIER TO INTERIOR FACE 5/8" GYP BOARD ON 6" METAL STUDS AT 16" O.C.

BASE AS SCHED.

FLOOR FINISH AS SCHED

Callout 2 of Section 5 1 1/2" = 1'-0"

"TYVEK" VAPOR BARRIER ON 1/2" GYP. SHEATHING FACE BRICK WITH BRICK TIES AT 16" O.C.E.W. PREFINISHED 22 GA GI CAP FLASHING CONT. TERMINATION BAR

PAINTED CONT. SURFACE MOUNTED 22 GA. GI. COUNTERFLASHING

CONT. THRU-WALL FLASHING WITH 1/4" 45째 DRIP EXTENSION AND TUBE TYPE WEEPHOLES AT 24" O.C.

5601 19th Street; Lubbock, Texas 79407 Design by MWM Architects, Lubbock, Texas

5/8" GYP. BOARD

Lubbock Christian University

STOREFRONT AS SCHED.

New Welcome Center

RE STRUCT

Revisions No. Description 1. Cartoon

Date 1.26.2011

2. Roof, Walls Sections 3.02.2011

RE: STRUCT.

3. RCP, Details

3.09.2011

4. Interior, Schedules

3.23.2011

5. Check-set 6. Final set

4.13.2011 4.27.2011

SANDBLASTED CONCRETE COLUMNS AND BEAMS RE: STRUCTURAL

VAPOR BARRIER AS SPEC.

Callout of Section 5 1 1/2" = 1'-0"

RE: STRUCT TYPICAL

1/2" D. SEALANT ON FULL DEPTH EXP. JOINT MATERIAL FILL CAVITY BELOW THRU-WALL FLASHING WITH GROUT

Details 5

Extra Credit Detail 3/4" = 1'-0"

A9.0