bit_ final

Luis Martín MedinaTexas Tech University College of ArchitectureBuilding Information TechnologyFinal

1A101

SIM

SECTION TAG

ELEVATION TAG

NORTH ARROW

A101 1

Ref

1 Ref

1

Ref

1 Ref

CONCRETE

EARTH

WOOD

INSULATION

CERAMIC TILE

GYPSUM WALL BOARD

BRICK

101 DOOR TAG

Room name150 SF

A1011

SIM

Room name101

1t

AREA TAG

CALLOUT HEAD

LEVEL TAG

WINDOW TAG

ROOM TAG

TAGS MATERIALS

PLYWOOD

Date

Class Time 8:00 AM

4.27.2011

MMMARTIN MEDINA

Revisions

No. Description Date

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A0.0

General

1. Cartoon

2. Grids, Columns3. Walls4. Foundation, Glass5. Section, Beam

1.26.2011

2.02.20112.09.20112.16.20112.23.2011

6. Roof, Walls Sections 3.02.20117. RCP, Details 3.09.20118. Interior, Schedules 3.23.20119. Site 3.30.2011

1. The general contractor (also referred to here as contractor)shall examine andbecome familiar with all contract documents, including all specifications in their entirety.The contractor shall survey the project & become familiar with all existing conditions andscope of work. All costs submitted shall be based on a thorough knowledge of work andmaterials required. Any discrepancy and or uncertainty as to what material or product isto 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 localcodes.3. The contractor will be solely responsible for construction means, methods,techniques, sequences and procedures required for safe execution and completion ofwork, and for initiating, maintaining and supervising all safety precautions and programsin connection with the work.4. Any errors, omissions or inconsistencies on these drawings or any variations orambiguities between these drawings and actual site and construction conditions and/orrequirements 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 andarchitect shall be notified prior to construction.6. Contractor shall verify all dimensions in the field and notify the architect of anydiscrepancies prior to construction.7. Contractor shall coordinate work with all trades and notify the owner and/or architectof 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 thesedrawings.9. All work and equipment to be fully guaranteed for one (1)year from the date ofcertificate of occupancy for each building. Pipe leaks, construction caused drain andsewer clogs, water supply stops, wiring fails to carry load, and ductwork separationsshall 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 necessaryintervals.12. All work and equipment shall be cleaned to the satisfaction of the owner beforeturning same over to owner.13. Submittals are required for all equipment and finishes. Shop drawings are requiredfor all structural steel and millwork.14. The contractor shall pay all fees, give all notices, file all necessary drawings andobtain all permits andCertificates or approval required in connection with all work under these contractdocuments. The contractor shall comply with all laws, ordinances, rules and regulationsof all authorities having jurisdiction.15. There shall be no deviation from specifications without the written approval of theowner, architect or engineer.16. The contractor shall employ an approved testing labarotory to make all tests forconcrete, soil compaction and welding of steel to insure compliance with plans,standards and codes.17. Drywall installation shall be in conformance with the gypsum associationsrecommended practices for thickness, nailing, taping and correct stud spacing.18. All framing to be in conformance with the national forest products “manual for houseframing”.19. All lumber to be grade marked (species & grade to be determined by the structuralengineer & 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 andgrading, 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 tolandscape plans for locations and details.23. Contractor shall not proceed with work over previously installed defective materialsand 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 areshown built-in to new millwork, under counter and between partitions.25. Items noted “by owner” in these contract documents shall be provided by the ownerand installed by the general contractor or his forces. The general contractor shall beresponsible for providing all accessory materials required to install such items as, andshall make final connections

DRAWING INDEX

AO.O- GENERALA1.0 - SITEA2.1 - FLOOR PLANSA2.2 - FOUNDATION AND SLAB PLANA3.1 -INTERIOR ELEVATIONSA3.2 - SCHEDULES AND LEGENDSA4.0 - REFLECTED CEILING PLANA5.1 - ROOF PLANA5.2 - FRAMING PLANA6.1 - NORTH/SOUTH ELEVATIONSA6.2 - EAST/WEST ELEVATIONSA7.0 - BUILDING SECTIONSA8.0 - WALL SECTIONSA9.0 - DETAILSA9.1 - DETAILS

NEW WELCOME CENTERLUBBOCK CHRISTIAN UNIVERSITY5601 19th street, Lubbock, Texas 79407Designed by MWM Architects, Lubbock, Texas

1 Axonometric

GENERAL NOTES

10. General 4.06.201111. Check-set 4.13.2011

VICINITY MAPAREA MAP

BUILDING CODE1.) DESIGNED TO INTERNATIONAL BUILDING CODE - 2003 STANDARDS2.) BUILDING SIZE - 19,829 S.F. GROUND FLOOR 2,106 S.F. MECH.MEZZANINE 21,935 S.F. TOTAL (CALCULATED TO EXTERIOR FACE OFEXTERIOR WALL)3.) BUILDING PROJECT SCOPE INCLUDES THE INSTALLTION OF ANAPPROVED AUTOMATIC FIRE SPRINKLER SYSTEM4.) CONSTRUCTION TYPE - TYPE B5.) IBC ALLOWABLE SIZE - 58,000

BUILDING CODE TABULATIONBUILDING CODE: 1BC 2003OCCUPANT TYPE: BCONSTRUCTION TYPE: II-BALLOWABLE SQ. FT. 14,5000 SQ. FT. RE: TABLE 503

AREA INCREASESAUTOMATIC SPRINKLERS 305% - SECTION 506.5ALLOWABLE AREA = 14,500 + (14,500 X 300/ 150)TOTAL ALLOWABLE AREA = 50,000 SQ. FT.TOTAL BUILDINGS AREA = 21,935 SQ. FT.

OCCUPANT LOADASSEMBLY UNCONCENTRATED3,220 S.F./15 = 215 OCCUPANTSBUSINESS15,157 S.F./100 = 152 OCCUPANTSSTORAGE / MECH2,326 S.F./300 = 8 OCCUPANTS

TOTAL LOAD =375 OCCUPANTS2 EXITS REQUIRED (4 PROVIDED)EXIT WIDTH REQ'DEXIT WIDTH + OCCUPANT LOAD = 0.15" + 375 X 0.15" + 56.25"EXIT WIDTH PROVIDEDNORTH AND SOUTH = 240"EXIT WIDTH TOTAL

EAST AND WEST = 120"EXIT WIDTH TOTAL

EXIT WIDTH TOTAL = 360"PLUMBING FIXTURE COUNTWATER CLOSETS MALE FEMALE 215 OCCUPANTSASSEMBLY A-3 108 108FIXTURES REQUIRED 1 2 160 OCCUPANTSBUSINESS B 80 80FIXTURES REQUIRED 3 3

TOTAL: 4 5TOTAL PROVIDED: 6 6

LAVATORIES MALE FEMALE 215 OCCUPANTS

ASSEMPBLY A-3 108 108FIXTURES REQUIRED 1 1

160 OCCUPANTSBUSINESS B: 80 80FIXTURES REQUIRED 2 2

TOTAL: 3 3TOTAL PROVIDED: 4 4

DRINKING FOUNTAINSASSEMBLY A-3 26 OCCUPANTSFIXTURES REQUIRED 1

BUSINESS B 160 OCCUPANTSFIXTURES REQUIRED 2

TOTAL: 3TOTAL PROVIDED: 4

BUILDING CODE

12. Final set 4.27.2011

NORTH ARROW

CONCRETE

EARTH

GRASS

LEGEND

Date

Class Time 8:00 AM

4.27.2011

MMMARTIN MEDINA

Revisions


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A1.0

Site

1" = 20'-0"1 Site

1. Cartoon 1.26.2011

2. Site 3.30.2011

19TH STREET

NEW WELCOME CENTERFINISHED FLOOR = 100' - 0" = 3273.22'EI

LEEN

AVE

NU

E

DO

VER

AVE

NU

E

L.E.

V. L.

E.V.

L.E.

V. L.

E.V

.

CARPOOL

CARPOOL

CARPOOL

CARPOOL

19 EQUAL SPACES = 171' 0"




REMOVE EXISTING TREES AS REQ'DRELOCATE PER LANDSCAPE PLANS

TYPICAL 4" W. WHITE PAVEMENTMARKINGS UNLESS OTHERWISENOTED

10 E

QU

AL S

PAC

ES =

90'

0"

10 E

QU

AL S

PAC

ES =

90'

0"

TYPICAL 4" W. WHITE PAVEMENTMARKINGS UNLESS OTHERWISENOTED

24' 0 " WIDE FIRELANE MARKINGS AS PER CITY OF LUBBOCK STANDARDS24' 0 " WIDE FIRELANE MARKINGS AS PER CITY OF LUBBOCK STANDARDS

ASPHALT PAVEMENTAS SPECIFIED TYP.

3. Check-set 4.13.2011

HANDICAP

TREES

LOW EMISSION VEHICLE(CARPOOL)L.E.V.

4. Final set 4.27.2011

4

4

C.

3

3

2

2

1

1

5

5

6

6

7

7

B.2

D.2

E.2

A.2

B.1

D.1

E.1

A.1

C1A7.0

3A7.0

4A7.0

1A8.0

2A8.0

3A8.0

4A8.0

4'-6"4'-

6"

5'-0"5'-

0"

4'-6"4'-

6"

4'-6"4'-

6"

4'-0"4'-

0"

4'-6"4'-

6"

4'-6"4'-

6"

4'-6"4'-

6"

4'-6"4'-

6"

4'-6"4'-

6"

4'-6"4'-6"

4'-0"4'-

0"

4'-0"

4'-0"

5'-0"5'-

0"

4'-0"4'-

0"

5'-0"

5'-0"

4'-6"

4'-6"

4'-0"

4'-0"

4'-6"4'-

6"

5'-0"5'-

0"

4'-6"4'-

6"

4'-0"4'-

0"

4'-6"4'-

6"

3'-6"

3'-6"

4'-6"

4'-6"

5'-0"

5'-0"

4'-6"

4'-6"

4'-6"

4'-6"

4'-0"

4'-0"

4'-6"

4'-6"

4'-6"

4'-6"

4'-6"

4'-6"

4'-6"

4'-6"

4'-6"

4'-6"

4'-6"

4'-6"

4'-0"

4'-0"

4'-0"4'-

0"

5'-0"

5'-0"

4'-0"

4'-0"

5'-0"5'-0"

4'-6"4'-

6"

4'-0"4'-

0"

4'-6"

4'-6"

5'-0"

5'-0"

4'-6"

4'-6"

4'-0"

4'-0"

4'-6"

4'-6"

3'-6"3'-

6"

C.J.

C.J.

C.J.

C.J.

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

C.J.

C.J.

C.J.

C.J.

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

AND 18/S2.1

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

WORK POINT(CENTER OFCIRCLE)

WORK POINT

CONTROL JOINT(C.J.) SEE17/S2.1AND 16/S2.1

7' - 6 1/8"

47' -

6 1

7/32

"43

' - 9

3/3

2"47

' - 6

17/

32"

47' -

6 1

7/32

"43

' - 9

3/3

2"47

' - 6

17/

32"

73' - 9 11/16" 42' - 0 3/8" 73' - 9 11/16"

15.00°

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

1. Foundation, Glass

2. Section, Beam

2.16.2011

2.23.2011

Date

Class Time 8:00 AM

4.27.2011

MMMARTIN MEDINA

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A2.2

Foundation &Slab Plan

4'-6"

4'-6"

3. Check-set 4.11.2011

4. Final set 4.27.2011

Level 10' - 0"

Level 213' - 4"

43 5

Level 420' - 0"

Level 530' - 9"

Level .316' - 8"

Level 10' - 0"

Level 213' - 4"

C.

Level 420' - 0"

Level 530' - 9"

C

Level .316' - 8"

Date

Class Time 8:00 AM

4.27.2011

MMMARTIN MEDINA

Revisions


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A3.1

InteriorElevations

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

2. Interior, Schedules 3.23.2011

1. Cartoon 1.26.2011

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

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

3. Site 3.30.2011

1/4" = 1'-0"2 East Interior Elevation

AIR GRILLESRE: MECH.


LIGHT FIX.RE: ELEC.

PAINTED GYP.BOARD CEILING

EXIT LIGHTRE: ELEC.


LIGHT FIX.RE: ELEC.

PAINTED GYP.BOARD CEILING


4. General 4.06.20115. Check-set 4.13.20116. Final set 4.27.2011

20' -

0"

3' -

4"6'

- 11

"0'

- 8"

2' -

1"7'

- 0"

6' - 9 31/32"

3' - 5" 3' - 5"3' - 5" 3' - 5"

6' - 9 31/32"

3' -

6 1/

4"6'

- 0

3/4"

1' -

9"8'

- 3"

20' -

0"

3' -

4"6'

- 11

"0'

- 8"

6' -

5"2'

- 8"

3' - 5" 3' - 5"

6' - 9 31/32"6' - 9 31/32"

3' - 5" 3' - 5"

3' -

4"6'

- 11

"0'

- 8"

6' -

5"2'

- 8"

20' -

0"

20' -

0"

3' -

4"6'

- 11

"0'

- 8"

9' -

1"

6' - 9 31/32"

3' - 5" 3' - 5"

PANICBARHDWR.

KICKPLATE

8' -

8"

3' - 11 3/8"

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

5' -

11"

2' -

9"

6' -

9"1'

- 10

"

8' -

7"

6' - 10"

6' - 3"

4' -

11 1

1/16

"1'

- 9

5/16

"5'

- 0"

2' -

4"

14' -

1"

Date

Class Time 8:00 AM

4.27.2011

MMMARTIN MEDINA

Revisions


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A3.2

Schedules &Legends

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

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

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

AL-8-FACTORY PAINTED WIDE STILEALUMINUM DOORS-2" x 4 1/2" FACTORY PAINTED ALUMINUM STOREFRONT- GLASS AS SCHEDULED-FACTORY PAINTED ALUM.REMOVABLE MULLION

AL-7


AL-6 AL-5-FACTORY PAINTED WIDE STILEALUMINUM DOORS-2" x 4 1/2" FACTORY PAINTED ALUMINUM STOREFRONT- GLASS AS SCHEDULED-FACTORY PAINTED ALUM.REMOVABLE MULLION

PAINTED GYP BOARDPAINTED GYP BOARD

PAINTED STEELTUBE RE: STRUCT.



AL-4

PAINTED GYP BOARD



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


Aluminum window and doorschedule1/4" = 1'-0"

2. Site 3.30.2011

GLAZING SCHEDULE

1" INSULATED SOFT COATLOW-E, CLEAR TEMPEREDGLASS AS SPECIFIED

1/4" CLEAR TEMPERED GLASSAS SPECIFIED

1/4" CLEAR WARE GLASS ASSPECIFIED

7/8" INSULATED QUANTUM 2GLASS WITH HEAT MIRRORAS SPECIFIED

NOTE:FIELD VERIFY ALL DIMENSIONSPRIOR TO FABRICATION /MANUIFACTURE OF ALL DOORSAND WINDOWS.

A

A A

AA

A A

AA

A A

A A

A A A A

B

B

BB

B

B

A A

B

BB

B

A A

AA

A A

AA B B

BB

A A

AA

B

C

Q

3. General 4.06.20114. Check-set 4.13.2011

Door ScheduleConstructio

n Type Mark Count Height Width Thickness

3 1 7' - 2" 3' - 4" 0' - 2"4 1 7' - 2" 3' - 4" 0' - 2"5 1 7' - 2" 3' - 4" 0' - 2"6 1 7' - 2" 3' - 4" 0' - 2"7 1 7' - 2" 3' - 4" 0' - 2"8 1 7' - 2" 3' - 4" 0' - 2"9 1 7' - 2" 3' - 4" 0' - 2"10 1 7' - 2" 3' - 4" 0' - 2"29 1 7' - 2" 3' - 4" 0' - 2"30 1 7' - 2" 3' - 4" 0' - 2"13 1 7' - 2" 3' - 4" 0' - 2"14 1 7' - 2" 3' - 4" 0' - 2"15 1 7' - 2" 3' - 4" 0' - 2"16 1 7' - 2" 3' - 4" 0' - 2"32 1 7' - 2" 3' - 4" 0' - 2"

1 8' - 0 1/2" 6' - 4 31/32"1 7' - 0" 6' - 9 19/32"1 7' - 0" 6' - 4 31/32"1 8' - 0 1/2" 6' - 4 31/32"

20 1 8' - 0 1/2" 6' - 4 31/32"21 1 7' - 0" 6' - 9 19/32"22 1 8' - 0 1/2" 6' - 4 31/32"23 1 7' - 0" 6' - 9 19/32"28 1 6' - 8" 2' - 6" 0' - 2"29 1 6' - 8" 2' - 6" 0' - 1 1/2"30 1 6' - 8" 2' - 6" 0' - 1 1/2"31 1 6' - 8" 2' - 6" 0' - 1 1/2"32 1 6' - 8" 2' - 6" 0' - 1 1/2"33 1 6' - 8" 2' - 6" 0' - 1 1/2"34 1 6' - 8" 2' - 6" 0' - 2"24 1 6' - 6" 6' - 0" 0' - 2"2 1 7' - 2" 3' - 4" 0' - 2"

5. Final set 4.27.2011

PAINTED EXTERIOR GYP .BOARD CEILING SOPPITE

PLASTER CIELINGOVER SHOWER AREA


PAINTED GYP. BOARDCEILING AND BEAM

SURROUNDS IN ROTUNDA

PAINTED GYP. BOARDCEILING AND BEAM

SURROUNDS IN ROTUNDA


PLASTER CIELINGOVER SHOWER AREA


OPEN OFFICE

WOMEN

LOBBY

MEN

RISER

COMM/ELEC

8'-0" A.F.F.

8'-0" A.F.F.

8'-0" A.F.F.

OPEN OFFICE

OPEN OFFICE

MEN

LOBBY

WOMEN

JANITOR

COMM/ELEC

8'-0" A.F.F.

8'-0" A.F.F.

8'-0" A.F.F.

OPEN OFFICE

EXPOSED REF. FRAMING PLAN

ROTUNDA

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

2' X 4' LAY-IN LIGHT FIXTURERE: ELECT.

LIGHT FIXTURERE: ELECT.

LIGHT FIXTURERE: ELECT.

HVAC SUPPLY AIR GRILLERE: MECH.

HVAC RETURN AIR GRILLERE: MECH.

LIGHT

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

1. Cartoon 1.26.2011

2. RCP, Details 3.09.2011

Date

Class Time 8:00 AM

4.27.2011

MMMARTIN MEDINA

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A4.0

ReflectedCeiling Plan

(RCP)

3. Check-set 4.13.20114. Final set 4.27.2011

4

4

C.

3

3

2

2

1

1

5

5

6

6

7

7

B.2

D.2

E.2

A.2

B.1

D.1

E.1

A.1

C

SLO

PE1/

4FT

RE:

STR

UC

T.

ROOFINGAS SPEC.

20 GA. G.I. METALSPLASH PAN

2' 6" X 3'0" ROOFHATCH W/ SAFETYPOST ON LADDERRE: 4/A3.1

4" CANT STRIP

6"X10" PRE-FINISHEDMETAL GUTTER ATAT DOME AND 6"X6"DOWNSPOUTS (TYPFOR 2)

42" H. SAFETYRAIL ALL SIDES W/GATE AS SPEC.

ROOFINGAS SPEC

SLOPE: 1/4"/FT

RE: STR

UC

T.

SLOPE

1/4FT

RE: STR

UC

T.

ROOFINGAS SPEC.

20 GA. G.I. METALSPLASH PAN

2' 6" X 3'0" ROOFHATCH W/ SAFETYPOST ON LADDER

RE: 4/A3.1

4" CANT STRIP

6"X10" PRE-FINISHEDMETAL GUTTER AT

AT DOME AND 6"X6"DOWNSPOUTS (TYP

FOR 2)

42" H. SAFETYRAIL ALL SIDES W/

GATE AS SPEC.

ROOFINGAS SPEC

SLO

PE: 1

/4"/F

TR

E:ST

RU

CT.

SLOPE 1/4" FTRE: STRUCT.

SLOPE 1/4" FTRE: STRUCT.

SCUPPERS

1/4" FT TAPEREDINSULATION

SCUPPERS

1/4" FT TAPEREDINSULATION

PRE-FINISHED STANDING SEAMMETAL ROOF AS SPECIFIED

4" DIAMETER ROUNDSKULIGHT AS SPEC.

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

1. Cartoon 1.26.2011

2. Roof, Walls Sections 3.02.2011


Date

Class Time 8:00 AM

4.27.2011

MMMARTIN MEDINA

Revisions


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A5.1

Roof Plan


4

4

C.

3

3

2

2

1

1

5

5

6

6

7

7

B.2

D.2

E.2

A.2

B.1

D.1

E.1

A.1

C

W14X22

W14X22

W16X26

W14X22

W14X22

W14

X22

W16

X26

W16

X26

W12

X14

W16X26

W16X26

26K6

W14

X22

W16

X26

W16X26

W14X22

W18X35

W14X22

W16

X26

26K6

W18X35600S 16-54 METAL STUD JOISTS AT 24" O.C.

600S 16-54 METAL STUD JOISTS AT 24" O.C.

W14X22

W14X22

W16X26

W14X22

W14X22

W14

X22

W16

X26

W16

X26

W12

X14

W16X26

W16X26

26K6

W14

X22

W16

X26

W16X26

W14X22

W18X35

26K6

W18X35



4' - 11" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 1" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 2' - 9 1/2"

12 SP. AT 5'-0" = 60'-0"20' - 0"

20' - 1"

24' - 11"

65' - 0"

13-26K6 JOISTS

8-10K 1 JOISTS

8-10K 1 JOISTS

W10X22 (S) W10X30 (S)

W14X22

W14X22

20' - 0"

20' - 0"

20' - 0"

20' - 0"

80' - 0"

82' - 10 21/32"

17-26K6 JOISTS

W14X22

12 SP. AT 5'-0" = 60'-0"

20' - 0"

20' - 1"

24' - 11"

65' - 0"

13-26K6 JOISTS

8-10K 1 JOISTS

8-10K 1 JOISTS

W10X22 (S)W10X30 (S)

W14X22

W14X22

82' - 10 21/32"

17-26K6 JOISTS

20' - 0"

20' - 0"

20' - 0"

20' - 0"

80' - 0"

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

1. Roof, Wall Section 3.02.2011


Date

Class Time 8:00 AM

4.27.2011

MMMARTIN MEDINA

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A5.2

Framing Plan


Level 10' - 0"

Level 213' - 4"

3 2 1567

Level 420' - 0"

Level 530' - 9"

Level .316' - 8"

Level 10' - 0"

Level 213' - 4"

321 5 6 7

Level 420' - 0"

Level 530' - 9"

Level .316' - 8"

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

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

1. Cartoon


1.26.2011

2.02.20112.09.20112.16.20112.23.2011


Date

Class Time 8:00 AM

4.27.2011

MMMARTIN MEDINA

Revisions


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A6.1

North/SouthElevation

7. Check-set 4.13.2011

SANDBLASTEDCONCRETE COLUMNSRE: STRUCTURAL

TYPE AFACE BRICK

WINDOWS ASSCHEDULED

ALUMINUM DOORSAS SCHEDUELED

PREFINISHED 22 GA. GLCAP FLASHING ONTREATED 2X BLOCKING SANDBLASTED

CONCRETE BEAMRE: STRUCTURAL

PRE-FINISHED GALVANIZEDSTANDING SEAM METALROOF CONTOURED TO DOME

PAINTED STEEL TENSION RINGRE: STRUCTURAL

SANDBLASTEDCONCRETE COLUMNS

RE: STRUCTURAL

TYPE AFACE BRICK

WINDOWS ASSCHEDULED

PREFINISHED 22 GA. GLCAP FLASHING ON

TREATED 2X BLOCKINGSANDBLASTEDCONCRETE BEAMRE: STRUCTURAL

SANDBLASTEDCONCRETE COLUMNS

RE: STRUCTURAL

TYPE AFACE BRICK

WINDOWS ASSCHEDULED

PREFINISHED 22 GA. GLCAP FLASHING ON

TREATED 2X BLOCKINGSANDBLASTEDCONCRETE BEAMRE: STRUCTURAL

SANDBLASTEDCONCRETE COLUMNSRE: STRUCTURAL

TYPE AFACE BRICK

WINDOWS ASSCHEDULED

PREFINISHED 22 GA. GLCAP FLASHING ONTREATED 2X BLOCKING SANDBLASTED

CONCRETE BEAMRE: STRUCTURAL




8. Final set 4.27.2011

Level 10' - 0"

Level 213' - 4"

C.

Level 420' - 0"

Level 530' - 9"

C

Level .316' - 8"

Level 10' - 0"

Level 213' - 4"

C.

Level 420' - 0"

Level 530' - 9"

C

Level .316' - 8"

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

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

1. Cartoon


1.26.2011

2.02.20112.09.20112.16.20112.23.2011

Date

Class Time 8:00 AM

4.27.2011

MMMARTIN MEDINA

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A6.2

East/WestElevation

6. Check-set 4.13.2011

TYPE AFACE BRICK

WINDOWS ASSCHEDULED


PREFINISHED 22 GA. GLCAP FLASHING ONTREATED 2X BLOCKING

SANDBLASTEDCONCRETE BEAMRE: STRUCTURAL



SPANDREL GLASS ASSCHEDULED

TYPE AFACE BRICK

WINDOWS ASSCHEDULED


TYPE AFACE BRICK

WINDOWS ASSCHEDULED


PREFINISHED 22 GA. GLCAP FLASHING ONTREATED 2X BLOCKING




SPANDREL GLASS ASSCHEDULED

TYPE AFACE BRICK

WINDOWS ASSCHEDULED


7. Final set 4.27.2011

Level 10' - 0"

Level 213' - 4"

4321 5 6 7

Level 420' - 0"

Level 530' - 9"

Level .316' - 8"

Level 10' - 0"

Level 213' - 4"

Level 420' - 0"

Level 530' - 9"

C

Level .316' - 8"

B.2A.2

Level 10' - 0"

Level 213' - 4"

D.2 E.2C.

Level 420' - 0"

Level 530' - 9"

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

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

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

1. Cartoon

2. Foundation, Glass3. Section, Beam

1.26.2011

2.16.20112.23.2011


Date

Class Time 8:00 AM

4.27.2011

MMMARTIN MEDINA

Revisions


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A7.0

BuildingSections


A9.02

A9.01

PARAPET FLASHINGAS SPEC. EXTEND UPWALL AND LAP OVER WD.BLKING AND UNDERMETAL COPING

5/8" TREATED CDXPLYWD. ON 1/2" GYP.SHEATHING

4" FIBER CANT, CONT.

ROOFING AS SPEC.ON R-22 RIGID INSUL.MECH. ATTACH TOMETAL DECK

R 19 BATTINSULATIONWITH VAPORBARRIER TOINTERIOR FACE

5/8"GYP BOARDON 6" METAL STUDSAT 16" O.C.

CONCRETE SLABRE: STRUCT.

FLOOR FINISHAS SCHED.

BASE AS SCHED.

2" RIGID CLOSED CELLINSULATION AS SPEC.

RADIANT FLOORTUBING

RE: MECH.

FACE BRICK TYPE "A"WITH BRICK TIES AT16" O.C. E.W.

"TYVEK" VAPOR BARRIERON 1/2" GYP. SHEATHING

FACE BRICK TYPE "B"SOLDIER COURSES

SEALANT ON CONT.EXP. JT. MATERIAL

FINISH GRADE VARIESRE: CIVIL

CONT. THRU- WALLFLASHING WITH 1/4",45° DRIP EXTENSIONAND TUBE TYPEWEEPHOLESAT 24" O.C.


A.1


PARAPET FLASHINGAS SPEC. EXTEND UPWALL AND LAP OVER WD.BLKING AND UNDER METALCOPING5/8" TREATED CDX

PLYWD. ON 1/2" GYP.SHEATHING



CONT. THRU-WALL FALSHINGWITH 1/4" 45º DRIP EXTENSIONAND TUBE TYPE WEEPHOLESAT 24" O.C.

CONT. SEALANT

PAINTED CONT. SURFACE MOUNTED22 GA. GI. COUNTERFLASHING

PARAPET FLASHING AS SPEC. EXTENDUP AND UNDER SURFACE MOUNTEDCOUNTERFLASHING






BASE AS SCHED.


RADIANTFLOOR TUBING

RE: MECH.




RE: STRUCT.

PAINTED EXTERIOR GYP. BOARDSOFFIT WITH CONT. 1" SOFFITVENT AT EDGES. RE:RCP

SANDBLASTED CONCRETECOLUMNS AND BEAMSRE: STRUCTURAL

VAPOR BARRIERAS SPEC.

FILL CAVITY BELOWTHRU-WALL FLASHING

WITH GROUT

RE: STRUCT., TYP


Level 10' - 0"

A9.03

PRE-FINISHED ARCHITECTURALSTANDING BEAM METAL ROOF ASSPEC ON ROOF MEMBRANEAS SPEC ON 5/8" FIRE TREATED CDXPLYWOOD ON CUVED STRUCTURALMETAL STUDS RE: STRUCT.

PRIMED AND PAINTED STEELTENSION RING RE: STRUCTURAL

SANDBLASTED CONCRETECOLUMNS RE: STRUCTURAL

REVEAL TYPICAL ATALL ROTUNDA COLUMNSRE: STRUCTURAL

ROOFING AS SPEC.ON R-22 RIGID INSUL.MECH. ATTACH TO METALDECK

PAINTED 5/8"GYP BOARD


BASE ASSCHED.




3/4" = 1'-0"1 Section 5 3/4" = 1'-0"2 Section 6

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

1. Cartoon 1.26.2011

2. Sections, Beam 2.23.2011

3. Roof, Wall Sections 3.02.20114. RCP, Details 3.09.2011

Date

Class Time 8:00 AM

4.27.2011

MMMARTIN MEDINA

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A8.0

Wall Sections



A9.02

A9.01









BASE AS SCHED.


RADIANT FLOORTUBING

RE: MECH.








A.1







CONT. SEALANT








BASE AS SCHED.


RADIANTFLOOR TUBING

RE: MECH.




RE: STRUCT.





WITH GROUT

RE: STRUCT., TYP


Level 10' - 0"

A9.03








BASE ASSCHED.




3/4" = 1'-0"1 Section 5 3/4" = 1'-0"2 Section 6

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

1. Cartoon 1.26.2011



Date

Class Time 8:00 AM

4.27.2011

MMMARTIN MEDINA

Revisions


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A8.0

Wall Sections



PREFINISHED 22 GA. GLCAP FLASHING

CONT. TREATED 2XWOOD BLOCKING

RE STRUCT

PARAPET FLASHINGAS SPEC. EXTEND UPWALL AND OVERWOOD BLOCKING

4" FIBER CANT. CONT.


5/8" GYP. BOARD


FACE BRICK TYPE "A"WITH BRICK TIES AT16" O.C.E.W

6" MTL. STUDSAT 16" O.C.

R-19 BATT INSULATIONW/ VAPOR BARRIERTO INTERIOR FACE


FACE BRICKWITH BRICK TIESAT 16" O.C.E.W.

CONT. TERMINATION BAR

CONT. THRU-WALL FLASHINGWITH 1/4" 45° DRIP EXTENSIONAND TUBE TYPE WEEPHOLESAT 24" O.C.

1/2" D. SEALANT ONFULL DEPTH EXP.JOINT MATERIAL

FILL CAVITY BELOWTHRU-WALL FLASHINGWITH GROUT

R-19 BATTINSULATION WITHVAPOR BARRIERTO INTERIOR FACE

5/8" GYP BOARDON 6" METAL STUDSAT 16" O.C.

BASE AS SCHED.

FLOOR FINISHAS SCHED


RE: STRUCTTYPICAL

SANDBLASTED CONCRETECOLUMNSRE: STRUCTURAL

PRE-FINISHED ARCHITECTURALSTANDING BEAM METAL ROOFAS SPEC ON ROOF MEMBRANEAS SPEC ON 5/8" FIRE TREATEDCDX PLYWOOD ON CURVEDSTRUCTURAL METAL STUDSRE: STURCT.


OPEN CELL FOAMINSULATION AS SPEC PRIMED AND PAINTED STEEL

TENSION RING RE:STRUCTURAL

STOREFRONTAS SCHED.

8" X 8" PRE-FINISHEDMETAL GUTTER


RE: STRUCT.


PREFINISHED 22 GA GI CAP FLASHING

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

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


1. Cartoon 1.26.2011



Date

Class Time 8:00 AM

4.27.2011

MMMARTIN MEDINA

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A9.0

Details

4. Interior, Schedules 3.23.20115. Check-set 4.13.2011

3/4" = 1'-0"5 Extra Credit Detail

6. Final set 4.27.2011

A9.02

A9.01









BASE AS SCHED.


RADIANT FLOORTUBING

RE: MECH.








A.1







CONT. SEALANT








BASE AS SCHED.


RADIANTFLOOR TUBING

RE: MECH.




RE: STRUCT.





WITH GROUT

RE: STRUCT., TYP


Level 10' - 0"

A9.03








BASE ASSCHED.




3/4" = 1'-0"1 Section 5 3/4" = 1'-0"2 Section 6

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

1. Cartoon 1.26.2011



Date

Class Time 8:00 AM

4.27.2011

MMMARTIN MEDINA

Revisions


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A8.0

Wall Sections



PREFINISHED 22 GA. GLCAP FLASHING

CONT. TREATED 2XWOOD BLOCKING

RE STRUCT

PARAPET FLASHINGAS SPEC. EXTEND UPWALL AND OVERWOOD BLOCKING

4" FIBER CANT. CONT.


5/8" GYP. BOARD


FACE BRICK TYPE "A"WITH BRICK TIES AT16" O.C.E.W

6" MTL. STUDSAT 16" O.C.

R-19 BATT INSULATIONW/ VAPOR BARRIERTO INTERIOR FACE


FACE BRICKWITH BRICK TIESAT 16" O.C.E.W.

CONT. TERMINATION BAR

CONT. THRU-WALL FLASHINGWITH 1/4" 45° DRIP EXTENSIONAND TUBE TYPE WEEPHOLESAT 24" O.C.

1/2" D. SEALANT ONFULL DEPTH EXP.JOINT MATERIAL

FILL CAVITY BELOWTHRU-WALL FLASHINGWITH GROUT

R-19 BATTINSULATION WITHVAPOR BARRIERTO INTERIOR FACE

5/8" GYP BOARDON 6" METAL STUDSAT 16" O.C.

BASE AS SCHED.

FLOOR FINISHAS SCHED


RE: STRUCTTYPICAL

SANDBLASTED CONCRETECOLUMNSRE: STRUCTURAL

PRE-FINISHED ARCHITECTURALSTANDING BEAM METAL ROOFAS SPEC ON ROOF MEMBRANEAS SPEC ON 5/8" FIRE TREATEDCDX PLYWOOD ON CURVEDSTRUCTURAL METAL STUDSRE: STURCT.


OPEN CELL FOAMINSULATION AS SPEC PRIMED AND PAINTED STEEL

TENSION RING RE:STRUCTURAL

STOREFRONTAS SCHED.

8" X 8" PRE-FINISHEDMETAL GUTTER


RE: STRUCT.


PREFINISHED 22 GA GI CAP FLASHING

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



1. Cartoon 1.26.2011



Date

Class Time 8:00 AM

4.27.2011

MMMARTIN MEDINA

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A9.0

Details

4. Interior, Schedules 3.23.20115. Check-set 4.13.2011

3/4" = 1'-0"5 Extra Credit Detail

6. Final set 4.27.2011

bit_ final

Documents

owner beforeturning

general contractor

contract documents

owner andor architectof

shop drawings

necessary drawings andobtain

architect of anydiscrepancies

street lubbock