University of Houston Main Campus Classroom and...

Team

G6-

1FFi

eld

Stud

y R

epor

tUniversity of Houston Main Campus Classroom and Business BuildingErin Ferguson, Bricio Vasquez, Allison van Heugten, Juliette Thompson, Jeremy Wood, Crystal (Nicole) Barrios

Project Building Name Classroom and Business BuildingClient Univeristy of Houston, Main CampusCity HoustonState TexasCountry USALat/Long/Elev 29.72º N 95.34º W. 43 ft above sea level.

Team Architect Terry Newell Gensler Architects

Structural Engineer Structures + Haynes WhaleyMEP Engineer E&C Engineers Civil Engineer Walter P. Moore Associates, Inc. Construction Linbeck Construction Co.

General Timeline Feburary 2011-CurrentFloor Area 146,940 SFOccupancy classrooms and academic support space; Cost $31,000,000

Site Site Description The building is located in the heart of the University of Houston Campus near the Melcher Hall, Cullen College of Engineering, and Calhoun Lofts Residence Hall.

Parking Cars None

Structure Stories 5 StoriesPlan Rectangular plan Foundation Reinforced Concrete SlabVertical Members

Horizontal Members Composite steel deck infilled with concrete supported by open web steel joists and bridging

Envelope Glass and Glazing1" insulated glass unit w/ vision glass (PPG solarban 70XL on clear glass)1" Insulated glass unit w/ vision glass (1/8" frit pattern spacing)1" Insulated glass unit with spandred glass

Insulation board on galvanized type B steel roof deck

HVAC Equipment Single zone fan coil unit with belt-drive, constant colume fan, chilled water cooling coil, hot water heating coil and realted controls

Cooling Type chilled water cooling coil Distribution BCASDuct Type Sheetmetal ductVertical Chases North side of the eastern elevator

Interior Partitions Gypsum board, sound attenuation blanket, metal studGypsum board, hat channel, contstruction substrateGypsum board shaft wall, Ch-H stud, sound attenuation blanket, Gypsum liner panel

FinishesScheduled stone/porcelain tile, scheduled carpet, scheduled partitions

Vertical Circulation A service elevator is located on the east side, two main elevators on the west side, a main staircase petruding from the west façade, and a secondary staircase centrally located on the north façade

Horizontal Circulation Two main corriodrs wrapping around central core

FurnitureIn seminar classrooms there are tiered seating around a head deskIn other classrooms there are meeting tables, desks, and chairsIn informal meetings areas, there are chairs and square coffee tablesIn offices, there are desks and chairs

Lighting Florecent lighting

9.29.11 9.29.11

Cladding

Roof

Structural Steel Wide Flange Columns

masonry construction at joints

Glazed aluminum curtain wall

Composite wall panelMetal wall panel Face brick

FIRST FLOOR WALL FRAMING FIRST FLOOR CLASSROOM - WALL FRAMING, CEILING BEAMS AND DUCT WORK

9.29.11 9.29.11WALL FRAMING PIPE & DUCT WORK

University of Houston Main Campus Classroom and Business BuildingErin Ferguson, Bricio Vasquez, Allison van Heugten, Juliette Thompson, Jeremy Wood, Crystal (Nicole) BarriosTe

am G

6-1F

Envi

ronm

enta

l Sys

tem

s A

naly

sis

4 AIR HANDLERS ON THE ROOF

BAUER BUILDING: 55’ CENTRAL PLANT: 27’MICHAEL CEMO HALL: 30’

9.29.11 9.15.11

PARTITION TYPE EAIR BARRIER DETAIL

INSULATED GLASS DETAIL

DAYLIGHTING USED ALL AROUND THE PERIMETER OF THE BULIDING FOR NATURAL LIGHT IN CLASSROOMS

HVAC DUCT WORK MECHANICAL CHASE PENETRATES ALL FLOORS

ACOUSTICAL TILE MOCK-UP

Strategies used for basic building siting, orientation, surface tovolume ratio, massing, and fenestration - Since this building is on a campus location it’s siting and orientation was dictated by surrounding building locations. Most other aspects of the building were dictated by programmatic requirements. For instance the surface to volume ratio was program driven, as the volume was designed to meet program requirements such that each space was appropriate to its use for both acoustical and and visual purposes. The building’s massing was also dictated by other buildings on campus, as it was designed to only be as tall as the library and had a limited footprint due to the surrounding buildings. The fenestration patterns were program oriented, with glazing allowing natural light into classroom settings, but excluding it from lecture halls where A/V equipment will frequently be used. The 1st floor has limited windows since it primarily consists of lecture halls, but small windows are included so there is some access to natural light but without glare and distractions. There is two-story glazing at the entry to denote the location of the building entrance and allow natural light into common areas.

Window shading strategies for different orientations - No architecutural elements were designed for shading of the buliding. The glazing used will be a 1” insulated unit with UV coating on inside outside pane. Get copy of spec for section.

Moisture barrier construction - A tar and joint, peel and stick -to get corners and cracks to wrap entire opening. Fluid applied waterproofing (black) over top of building. Look at detail drawings for moisture barrier-flashing. (MEE, 197)

Air infiltration barrier construction - fluid applied air barrier, insulation board placed outside vapor barrier to prevent moisture from entering.

Mechanical equipment locations and physical sizes - 4 on the roof of the building at 37,000 cfm (cubic feet per minute)

Thermal zoning - There is no seperation of spaces for thermal control.

Daylighting - Classrooms are on perimter to allow natural light in. Offices are in the core with side lites. Daylight is saved for classroom spaces predominately. Windows have roller shades (not blackout) that cut out light as needed for A/V use. (MEE, 589)

Electric light zoning - Automatic control occupancy sensors and vacancy sensors are used based of CoH code requirements. Task lighting is used in offices through individual lamps so ambient lighting doesn’t need to be used as often. Classrooms are zoned, so that teaching area has it’s down own lighting and student areas have indirect fixtures. (MEE, 652)

Acoustical zoning - Two partition types are used for acoustical purposes. Partition type E includes sound bat insulation that adds a whole layer of acoustical value to wall. Partition type C has even more acoustical value and is being used for each classroom. Custom acoustical panels are used on classroom walls to reduce reverberant sound in the classroom to make it easier for students to hear teachers at the front of the room. The carpet was also selected to aid in acoustics. For the ceilings, a higher NRC 2x2 ceiling tile was used in classrooms and over the teacher’s area a more specialized ceiling tile was used with RPG diffuser. (MEE, 771-782)

PARTITION TYPE C

Team

G6-

1FSt

ruct

ural

Sys

tem

s A

naly

sis

University of Houston Main Campus Classroom and Business BuildingErin Ferguson, Bricio Vasquez, Allison van Heugten, Juliette Thompson, Jeremy Wood, Crystal (Nicole) Barrios

9.29.11 9.29.11

Calculated Dead Loads:

FloorsMaterial: concrete deck on steel forms

Steel Deck 1-10 PSF (approximate weight of building material)

Concrete Fill 1-9 PSF(approximate weight of building material)

RoofMaterial: rigid insulation board on steel roof deck

Steel Deck 1-5 PSF (approximate weight of building material)

Rigid Insulation Board 1 1/2 PSF(approximate weight of building material)

235,104 lbs-1,175,520 lbs

117,552 lbs-1,057,968 lbs

29,388 lbs-146,940 lbs

44,082 lbs

ColumnsMaterial: wide flange columns

load calculations per column size total (all floors) 122,588 lbs

Moveable Partitions(approximate weight of building material) 20 PSF 2,927,760 lbs

Total Dead Loads (excluding joists) 5,474,858 lbs

Superimposed Dead Loads:

Mechanical and ceiling 5 PSFMoveable partitions 20 PSF

Mechanically fastened single ply 2 PSF roof 10 PSF (calculated)

Built up roof (as required)Finishes (as required)

Total building SF=146,388per floor=29,388 SF

In accordance with The International Buidling Code, the floor system is designed to with-

stand a 2000 lbs concentrated load placed upon any space 2’-6”

square in accordance with The International Buidling Code

2 kips

2’-6”

BEAM AND DECKING DETAIL DECKING WITH FIREPROOFING SPRAY

Team

G6-

1FSt

ruct

ural

Sys

tem

s A

naly

sis

University of Houston Main Campus Classroom and Business BuildingErin Ferguson, Bricio Vasquez, Allison van Heugten, Juliette Thompson, Jeremy Wood, Crystal (Nicole) Barrios

joinery standards

all steel connections to comply with ASTM standards

connection bolts for structural steel members to be high strength

all welds to comply to the American Welding Society standards

concrete anchors to structural steel to comply with ASTM standards

1234567891011

A

B

C

D

E

F

G

H

J

K

0.8

1.4 0.6

A.5

W12

X16

(19

SC

)

W18X35 (20 SC) W21X50 C=3/4" (30 SC)

W21

X44

C= 1

1/4

" (3

8 S

C)

W1 0

X33

(18

SC

)

W21X50 C=3/4" (30 SC) W21X50 C=3/4" (30 SC) W21X50 C=3/4" (30 SC) W21X50 C=3/4" (30 SC) W21X50 C=3/4" (30 SC) W24X55 C=1" (34 SC)

W24X68 C=3/4" (36 SC)W21X44 (22 SC) W24X68 C=3/4" (36 SC) W24X68 C=3/4" (36 SC) W24X68 C=3/4" (36 SC) W24X68 C=3/4" (36 SC) W24X62 C=3/4" (33 SC) W24X68 C=1 1/4" (42 SC)

W18

X40

( 53

SC

)

W18

X5 5

C=1

1/ 4

" (3

8 S

C)

W1 8

X55

C= 1

1/4

" (3

8 S

C)

W1 8

X55

C=1

" (3

8 S

C)

W18

X5 5

C=1

1/4

" (3

8 S

C)

W1 8

X55

C=1

" (3

8 S

C)

W18

X55

C= 1

1/4

" (3

8 S

C)

W1 2

X16

( 19

SC

)

W1 8

X4 0

C= 1

1/4

" ( 3

8 S

C)

W18

X40

C= 1

1/ 4

" ( 3

8 S

C)

W21

X44

C= 1

1/4

" (3

8 S

C)

W21

X44

C=1

1/4

" ( 3

8 S

C)

W21

X44

C= 1

1/4

" (3

8 S

C)

W21

X4 4

C= 1

1/4

" ( 3

8 S

C)

W21

X44

C= 1

1/4

" (3

8 S

C)

W21

X4 4

C= 1

1/ 4

" ( 3

8 S

C)

W21

X44

C=1

1/4

" (3

8 S

C)

W21

X44

C= 1

1/ 4

" (3

8 S

C)

W2 1

X4 4

C=1

1/ 4

" ( 3

8 S

C)

W21

X44

C= 1

1/ 4

" (3

8 S

C)

W21

X44

C= 1

1/4

" ( 3

8 S

C)

W2 1

X44

C= 1

1/ 4

" (3

8 S

C)

W21

X4 4

C=1

1/ 4

" (38

SC

)

W21

X44

C= 1

1/ 4

" (3

8 S

C)

W21

X44

C=1

1/ 4

" ( 3

8 S

C)

W2 1

X44

C= 1

1/4

" ( 3

8 S

C)

W2 1

X44

C=1

1/4

" ( 3

8 S

C)

W21

X4 4

C=1

1/4

" ( 3

8 S

C)

W18

X4 0

C= 1

1/4

" ( 3

8 S

C)

W18

X40

C=1

1/4

" ( 3

8 S

C)

W18

X4 0

C= 1

1/4

" ( 3

8 S

C)

W1 8

X40

C= 1

1/4

" (3

8 S

C)

W16

X31

C=1

1/4

" ( 3

8 S

C)

W1 0

X12

( 10

SC

)

W1 8

X50

C=1

1/ 4

" (3

8 S

C)

W1 8

X55

C=1

1/4

" (3

8 S

C)

W18

X5 5

C=1

1/4

" ( 3

8 S

C)

W12X16 (13 SC)

W12X16 (13 SC)

W18

X55

C=1

1/ 4

" ( 3

8 S

C)

W1 8

X5 5

C= 1

1/4

" (3

8 S

C)

W1 8

X55

C=1

1/ 4

" (3

8 S

C)

W18

X55

C= 1

1/4

" (3

8 S

C)

W18

X5 5

C=1

1/ 4

" (3

8 S

C)

W1 8

X5 5

C=1

1/4

" (3

8 S

C)

W1 8

X5 5

C=1

1/4

" (3

8 S

C)

W18

X4 0

C=1

1/ 4

" ( 3

8 S

C)

W18

X4 0

C=1

1/ 4

" (3

8 S

C)

W24X68 C=1 1/4" (42 SC)

W10

X12

(9 S

C)

W1 0

X12

(9 S

C)

W1 0

X12

( 9 S

C)

W1 0

X12

(9 S

C)

W21X50 C=3/4" (30 SC)

W24X62 C=3/4" (33 SC)W24X68 C=3/4" (36 SC)

W21X50 C=3/4" (30 SC)W24X55 (30 SC)

W21

X44

C=

1 1/

4" ( 3

8 S

C)

W24X68 C=3/4" (36 SC)W24X68 (36 SC)W24X68 C=3/4" (36 SC)W24X68 C=3/4" (36 SC)W21X44 (25 SC)

W18

X35

C= 3

/ 4"

(38

SC

)

W18X35 (20 SC)

W21

X44

C= 1

1/ 4

" (3

8 S

C)

W21X50 C=3/4" (30 SC) W21X50 C=3/4" (30 SC) W21X50 (36 SC)

W21

X55

C= 1

" (3

8 S

C)

W21

X4 4

C= 1

1/ 4

" (3

8 S

C)

W18

X5 5

C=1

" ( 3

8 S

C)

W18

X55

C=1

1/ 4

" (3

8 S

C)

W10X12 (10 SC)

W10X12 (10 SC)

HSS8X8X3/8

HS

S8X

6X1 /

4

HSS8X8X3/8

W21

X44

C=

1 1 /

4 " (3

8 S

C)

W21

X44

C=

1 1/

4" ( 3

8 S

C)

W21

X44

C=

1 1/

4" ( 3

8 S

C)

W2 1

X4 4

C=

1 1/

4" (3

8 S

C)

W2 1

X4 4

C=

1 1/

4" (3

8 S

C)

W21

X44

C=

1 1/

4" (3

8 S

C)

W18

X40

C=

1 1/

4 " (3

8 S

C)

W21

X50

C= 1

1/4

" (4

4 S

C)

W21

X4 4

C= 1

1/4

" ( 3

8 S

C)

W21

X44

C=1

1/ 4

" (3

8 S

C)

W21

X4 4

C=1

1/ 4

" ( 3

8 S

C)

W21

X44

C= 1

1/4

" (3

8 S

C)

W14X22 (20 SC)

W14X22 (20 SC)

W10

X12

(5 S

C)

W1 2

X1 6

(17

SC

)

W1 0

X1 2

(16

SC

)

W21X57 C=1" (34 SC)

W18

X40

C=1

1/ 4

" (3

8 S

C)

W18

X40

C=1

1/ 4

" (3

8 S

C)

W18

X40

C=1

1/ 4

" ( 3

8 S

C)

W18

X40

C=1

1/ 4

" (3

8 S

C)

W16

X3 1

C=1

1/ 4

" (3

8 S

C)

W21

X44

C=1

1/ 4

" ( 3

8 S

C)

W2 1

X44

C=

1 1/

4" (3

8 S

C)

W21

X4 4

C=

1 1/

4" ( 3

8 S

C)

30' - 0"20' - 4"12' - 4"6' - 8"

14' -

2"

9' -

6"

30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 21' - 0" 12' - 8" 14' - 4"

19' -

4 1

/ 2"

9' -

6"

S8X18.4

W18

X40

C=

1 1/

4" (3

8 S

C)

W12

X1 6

(19

SC

)

W12X14 (15 SC)

W12X14 (15 SC)

W10

X12

( 20

SC

)

W10X12 (10 SC)

W10X12 (10 SC)

W10

X12

( 20

SC

)

W10X12 (10 SC)

W10X12 (10 SC)

W10

X12

(9 S

C)

W10

X12

(9 S

C)

G.7

1.2

2.3

24' -

4"

W10

X1 2

(9 S

C)

W1 0

X12

(9 S

C)

W1 0

X3 3

C=1

1/ 2

" (1

9 S

C)

W10

X1 2

(9 S

C)

W12

X16

(18

SC

)

W10

X1 2

(9 S

C)

W10

X1 2

19

SC

)W

1 0X

12 (9

SC

)

1' -

2 1 /

4"17

' - 0

"1 '

- 2

1/4"

1' - 1 3/4" 7' - 10" 1' - 0 1/4"

S8X18.4

S8X18.4

8" 4' - 2 1/4" 6"

2 1/

4"19

' - 0

"2

1 /4 "

7' - 10 1/2"

6"

10' - 9"

10 1/2"

5' -

0 1/

2"

4"

15' -

6 1

/2"

6"

S8X18.4

S8X18.4

1' - 2" 4' - 5" 6"

2 1/

4"1 9

' - 0

"2

1 /4 "

1 /4 "

1 0' -

2"

6 "

2' - 0 3/4"

7' - 3"6"

8 1/2" 6' - 10" 6' - 9" 6' - 9" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 7' - 0" 7' - 0" 7' - 0" 9' - 3 1/2"

3' - 4 1/2"

8 1/2"

8 1/2"

1' -

1 3 /

4"1 '

- 1

3/4"4"

1' -

11"8 1/

2"

38' -

6"

8 1/

2"

BR

AC

E 1

BR

AC

E 2

BRACE 3

BRACE 4

1

S05.04

1

S05.04

4

S05.04

4

S05.04

4

S05.04

8

S05.04

9

S05.04

8

S05.04

BEAM ATMID-LANDING

2

S05.04

1

S05.04

2

S05.04

5

S05.04

5

S05.04

2

S05.04

2

S05.04

3

S05.04

2

S05.04

3

S05.04

1

S05.04

2

S05.04

3

S05.04

1

S05.04

14

S05.04

14

S05.04

14

S05.04

15

S05.04

7

S05.04

5

S05.04

5

S05.04

4

S05.04

1.5

HSS12X6X3/8 (LSV)

HS

S12

X6 X

3/8

( LS

H)

HSS12X6X3/8 (LSV)

HS

S16

X1 2

X5 /

1 6

HSS12X4X1/4 (LSV)

HS

S12

X4X

1 /4

1

S07.02

2

S07.02

3

S07.02

8 1/

2"

6"

6"6" 6 "

6 "

MC

MC

MC

MC

MC

5' -

9"1 '

- 8"

8' - 8"

HS

S12

X4X

1 /4

7

S05.06

6"

9' - 3 1/2"

9.29.11

COMPOSITE STEEL DECK

3x3x14 GAGE ANGLES

WHERE EDGE OF SLAB IS

PROVIDE ANGLES AS SHOWN WHERE FRAMING ME MBERS DO NOT EXIST TO SUPPORT DECK

USE L 3 x 3 x 1/4"

LESS THAN 3" FROM FACEOF COLUMN (TYPICAL)

1/4"TYP.

BEAM

3x3x14 GAGE ANGLES AT

CONTRACTOR MAY SHORE DECKAS REQUIRED INSTEAD OF USING

1/8TYP.

3"MAX

NOTE:DECK SHALL BE MODIFIED AS REQUIRED AT EDGE AND INTERIOR SUPPORTS PARALLELTO THE DECK RIBS SO THE DECK CAN BE ATTACHED TO THE SUPPORT AT 6" O.C.

ROOFING, INSULATION, FINISH, ETC...RE: ARCHITECTURAL DRAWINGS

STEEL DECK

#10 TEK SCREWS AT

WELD OR POWDER ACTUATED FASTENER AT 6" O.C.(SEE STRUCTURAL NOTES)

DECK SUPPORT PARALLEL TO DECK RIBS

6" O.C. (STAGGERED)USE 1/2" (MIN.) EDGE DISTANCE

(BEAM, JOIST, ANGLE, ETC...)

DETAIL APPLIES TO STEEL ROOF DECK AND STEEL COMPOSITE FLOOR/ROOF DECK

1/4"

(4) - 3/4" DIA. A325BOLTS FORERECTION

COLUMN BASE PLATE MATCHFLANGE THICKNESS(3/8" MIN.)

(2) WEB STIFF EACH SIDEMATCH WALL THICKNESS(3/8" MIN.)

1 1/2"1 1/2"

4"W

IDTH

CO

L.4"

2"2"

COLUMN BASE PLATE MATCH


1/4"


FLANGE THICKNESS(3/8" MIN.)

4"W

IDTH

CO

L.4"

2"2"

1 1/2" 1 1/2"


BOLTS FORERECTION ASREQ'D

BEAM - SEE PLAN

1/4" CAP PL

COLUMN - SEEPLAN

L8x8x1/2x0'-10" W/1/2" THK. STIFF.(TYP.)

PL

ALL FULL PENETRATION WELDSSHALL BE TESTED WITH NON-DESTRUCTIVE TEST

ERECTION BOLTS

TO MATCH BM. FLG. THICKNESSEACH SIDE OF COL. PLATE THICKNESSSTIFFENER PLATES TOP & BOTT.,

M TOP & BOTT.3 SIDEMIN.

3"3"

TESTING BE PERFORMED.NON-DESTRUCTIVE WELD-IT WILL BE REQUIRED THATBE MOMENT-CONNECTED, ANDREQUIRED THAT THE BEAMSCONTINUOUS BUT IT WILL BEOPTION, THE COLUMN MAY BEAT GENERAL CONTRACTOR'S

WITH (4) -3/4" DIA. A325 BOLTS1" THICK COLUMN BASE PLATE

(MINIMUM)

HEAVIER COLUMNMATCH FLANGE THICKNESS OFSTIFFENER PLATE EACH SIDE

CANTILEVERED STEEL BEAMOR GIRDER CONTINUOUSCONNECTION

STEEL COLUMN

WITH (4) -3/4" DIA. A325 BOLTS1" THICK COLUMN BASE PLATE

(MINIMUM)

3. THE SUPPORTING PLATE CAPACITY SHALL BE BASED UPON AN ALLOWABLE LOAD PER

CAPACITY PROPORTIONALLY FOR A LESSER WEB THICKNESS.

2. ALLOWABLE WELD CAPACITY IS BASED UPON A BEAM WEB THICKNESS OF 1/2" FOR A36 MATERIAL AND 3/8" FOR ASTM A572, GRADE 50 MATERIAL. REDUCE THIS

1. REFER TO AISC - MANUAL OF STEEL CONSTRUCTION (SECTION 1).

4 ROWS

2 ROWS3 ROWS

6 ROWS5 ROWS

4. FOR COPED BEAM CONNECTIONS, THE CAPACITY OF THE NET SHEAR AREA OF THE WEB

CONNECTIONS ON TWO SIDES, THE SUM OF THE LOADS PER BOLT SHALL BE

SHALL BE VERIFIED.

CONSIDERED.

PER INCH OF PLATE THICKNESS FOR ASTM A572, GRADE 50 MATERIAL. FOR BEAM

W33 & W36W27 & W30W18, W21, & W24W14 & W16W10 & W12

BOLT OF 65 KIPS PER INCH OF PLATE THICKNESS FOR A36 MATERIAL OR 73 KIPS

E70XX

(NOTE 2)

1/4"

MIN. WEB THICKNESS

(2) - L4x3 1/2"x5/16"

SUPPORTING PLATE

122

100

77

48

160

198

180

143

215

L (INCHES)

14 1/2

11 1/2

8 1/2

5 1/2

20 1/2

23 1/2

29 1/2

26 1/2

17 1/2

130

186

167

148

111

93

74

56

37

CAPACITY (KIPS)

ALLOWABLE BOLT"n"

5

4

3

2

7

9

8

6

10

ALLOWABLE WELD

CAPACITY (KIPS)

NOTES

5. THE CAPACITY OF THE CONNECTION SHALL BE THE LESSER VALUE OF THE ALLOWABLE BOLT CAPACITY, ALLOWABLE WELD CAPACITY, SUPPORTING PLATE CAPACITY OR THE WEB NET SHEAR AREA CAPACITY.

6. THE MINIMUM NUMBER OF ROWS OF BOLTS SHALL BE AS FOLLOWS:

1" MIN VARIES 1" MIN

4" 4" 1 1/

4"R

OW

S A

T 3"

n BO

LT1

1/4"

NO

TE 1

MIN

LN

OTE

1M

IN

TO C

OPE

1/2"

MIN

3 1/2"

C LC L

(3) WEB STIFF EACH SIDE.MATCH WALL THICKNESS(3/8" MIN.)

1/4"


COL BASE PLATE TO MATCHFLANGE THICKNESS (3/8" MIN.)

COL TOP PLATE TO MATCHFLANGE THICKNESS (3/8" MIN.)



1/4"



1' -

8 16

9 /25

6"

COL TOP PLATE TO MATCHFLANGE THICKNESS(3/8" MIN)



1/4"



COLUMN BASE PLATETO MATCH FLANGETHICKNESS (3/8" MIN)

DOUBLE ANGLEA.I.S.C.CONNECTION.

DOUBLE ANGLEA.I.S.C.CONNECTION. AT WEB

AT FLANGE



3. PROVIDE ADDITIONAL ITEMS AS MAY BE REQUIRED BY OSHA.

PER STEEL GENERAL NOTES SHEET. IN ADDITION, CONN TO BECONN. TO BE ADEQUATE FOR VERTICAL END REACTION DETERMINED

NOTES:-

ADEQUATE FOR HORIZONTAL AXIAL BRACING FORCE = 1% OF WORKINGCOLUMN LOAD PLUS VERTICAL END REACTION DETERMINED PER STEELGENERAL NOTES SHEET (U.N.O. ON DWG.) ALLOWABLE STRESS CANBE INCREASED 1/3 FOR THIS CONDITION. COLUMN LOAD WILL BEFURNISHED OR CAN BE DETERMINED FROM AISC MANUAL FOR FLOORTO FLOOR HEIGHT.

1.

2. SINGLE PLATE CONNECTION IS ALLOWED ONLY WHEN AXIAL FORCEBRACING THE COLUMN IS LESS THAN 20 KIPS. THE DESIGN OFSINGLE PLATE CONNECTION WITH AXIAL FORCE LESS THAN 20 KIPS.SHOULD BE SUBSTANTIATED BY CALCULATION AND IS SUBJECT TOENGINEER'S APPROVAL.

BACKING BAR (TYP)

PROVIDE ERECTION BOLTS AT ANGLES

1/4

M

ELEVATION

PLAN

THRU PLATEA.I.S.C. CONNECTION.

1/2"

WEB

A.I.S.C. CONNECTION.THRU PLATE

3/8" PLATE (MIN. THK.)

CONNECTION SHALL BEDESIGNED FORECCENTRICITY OF BEAMREACTION.

BACKING BAR(TYPICAL)

ERECTION BOLTS

BACKING BAR(TYPICAL).

1.15.5

PROVIDE STIFFENERSAS REQ'D. BY A.I.S.C.

PLAN

3/8" CAP PLATE

JOISTS AND DECKNOT SHOWN FOR CLAIRITY

THRU PLATETUBE COLUMN

A.I.S.C. CONNECTION.

3/8" MIN THRU PLATE W/A.I.S.C. SINGLE SHEAR BOLTEDCONNX., SHOP WELD TO COLUMNPER A.I.S.C./A.W.S. SPEC'S.

1/2

WE

B T

HK

.

2 1/

2"

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

8 SECTIONSCALE: 3/4" = 1'-0"

9 SECTIONSCALE: 3/4" = 1'-0"

10 SECTION - TRANSFER TUBE COL.

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

11 SECTION - TRANSFER WIDE FLANGE COL.SCALE: 3/4" = 1'-0"

12 SECTION - BEAM OVER COL. STD. CONNECTIONSCALE: 3/4" = 1'-0"

13 SECTION - BEAM TO COL. MOMENT CONNECTIONSCALE: 3/4" = 1'-0"

14 SECTION

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

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

17 STACKED CONN. @ PIPE COLS.SCALE: 3/4" = 1'-0"

18 STACKED CONN. @ HSS COLS.SCALE: 3/4" = 1'-0"

19 STACKED CONN. @ WIDE FLANGE COLS.

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

1 SHEAR CONNECTIONSCALE: 3/4" = 1'-0"


3 MOMENT CONNECTIONSCALE: 3/4" = 1'-0"


5 SKEWED BEAM TO BEAM CONNECTIONSCALE: 3/4" = 1'-0"

6 MOMENT CONNECTION

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

7 CONNECTION AT FLANGE (WELDED)

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

15 TYP. BEAM TO TUBE COL SHEAR CONN. AT ROOF

TYPICAL BEAM TO BEAM TYPICAL BEAM TO MAEB LACIPYTMAEB OT MAEB LACIPYTNMULOC SMAEB HTPED LAUQENU.LOC EBUT OT

TYPICAL BEAM TO COLUMN MOMENT

FRAMING DETAILS

FOURTH FLOOR FRAMING PLAN

9.29.11WALL JOINT DETAIL EXTERIOR FRAMING

University of Houston Main Campus Classroom and...

Documents

Transcript of University of Houston Main Campus Classroom and...