T.O.S.C. EL.SEE PLAN

T.O.S. EL.SEE PLAN

LEVEL 01100' - 0"

T.O.P.116' - 8"

34 2

5 34 25

11

S40-10

15

S40-10

HSS7X7X1/4

1

HS

S7X

3X

1/4

1

SEE PLAN

HSS7X7X3/8

MOMENT SPLICE

HSS7X7X5/16

MOMENT SPLICE

T.O.S.C. EL.SEE PLAN

T.O.S. EL.SEE PLAN

LEVEL 01100' - 0"

T.O.P.116' - 8"

B D J L P R S T U WF L.5E

B D J L P R S T U WF

15

S40-10

11

S40-10

HS

S7X

3X

1/4

HSS7X7X1/4

SEE PLAN

HSS7X7X1/2HSS7X7X1/4

HS

S7X

3X

1/4

HSS7X7X1/4

SEE PLAN1

1

11

U.2

HSS7X7X5/16

MOMENTSPLICE

HS

S7X

3X

1/4

SEE PLAN

MOMENTSPLICE

HSS7X7X1/4

HS

S7X

3X

1/4

SEE PLAN

T.O.S.C. EL.SEE PLAN

T.O.S. EL.SEE PLAN

LEVEL 01100' - 0"

Working - ROOF114' - 4"

T.O.P.116' - 8"

RSV NL.5 R.2 MN.4

LRSTUV NL.5 MO N.4

15

S40-10

11

S40-10

SEE PLAN

HS

S7X

3X

1/4

HSS7X7X1/4

2' - 0"

MOMENT SPLICE

HSS7X7X5/8HSS7X7X1/2

1

1

HS

S7X

3X

1/4

SEE PLANSEE PLAN

HS

S7X

3X

1/4

HSS BEAMSEE ELEVATION

2/S40-03

3" MIN.HSS TO HSS

RELIEF ANGLE EL.SEE ARCH'L

WT5X11 TOADJACENT BEAM

C7X12.2 EQUALLYSPACED AT 5'-4" MAX.

PL1/4X11X AS REQ'D.AT EACH CHANNEL

ROOF DECKSEE PLAN FOR DECKDIRECTION

RIBBON WINDOWSEE ARCH'L

SEE PLAN

1"

C.L. OF TUBE,CHANNELS , HSS ANDSTUD WALL

1

1

14/S40-10

1

HSS BEAMSEE ELEVATION

2/S40-03

RELIEF ANGLE EL.SEE ARCH'L

NOTESEE 11/S40-06 FORINFO. NOT SHOWN.

SEE PLAN

3/16

L6X4X1/2 X 0'-8" (LSH)

14/S40-10

1

ROOF DECKSEE PLAN FOR DECKDIRECTION

FINISHSEE ARCH'L

C7X12.2 @ 5'-4" MAX.W/C7X12.2 X CONT.AT BOTTOM

CURTAIN WALLSEE ARCH'L

CEILINGSEE ARCH'L

WT5X11 AT EACHCHANNEL/KICKER

L3X3X1/4 ATEACH CHANNEL

BEAMSEE PLAN

BEAMSEE PLAN

1' -

0"

3

2

1

C7X12.2 WITHC7X12.2 X CONT. TOP.

FINISHSEE ARCH'L

RIBBON WINDOWSEE ARCH'L

T.O.S.C. EL.= SEE PLAN

CHANNEL AND EMBEDAT EACH END OFWINDOW AND EQ.SPACED AT 8'-0" MAX.

PL.1"X11"X0'-11" W/4-#5 X 2'-0" (A706) @ 8" O.C.

C.L. OF WALL STUDSAND STEEL CHANNELS

SEE ARCH'L FORCHANNEL HEIGHT

NOTESEE 17/S30-01 FORINFO. NOT SHOWN.

1 1/2"

PLATE C.L.

1

3/16

3/16

3/16

1 1

/2"

1/4" TO3/4" MAX.

1 1

/2"

1"

N.S

.G

RO

UT

4"

6" METAL STUDS

1/2" MAX.

3 1

/2"

DETAIL "A"

TYPICAL DETAIL

DETAIL "B"

3/16 2-12

3/16

LINTEL TOTUBE

BRACE TO JOISTTOP CHORD

SEE ARCH'L

FACE OFMASONRY

2

NO SCALE

FRAMED LINTEL

L3x3x1/4

L5x3x1/4 LLV EA. SIDE W/3/4" THRU-BOLT IN 2"VERT. SLOTTED HOLE

1/2" BASE PL. W/2 - 3/4" DIA. EXP. BOLTS

HSS7x7x1/4COL. SHOPPRIMED

PL. 3/8x4x0'-7"

DE

TA

IL "

B"

2" RETURNEA. SIDE

EDGE OF MASONRYOPENING

L4x4x3/8x0'-7"

NOTES:

1. REFER TO LOOSE LINTEL SCHEDULE ON ARCHITECTURAL DRAWINGSFOR OPENINGS 7'-0" OR LESS IN WIDTH.

2. STEEL LINTELS AND HORIZONTAL TUBES SHALL BE HOT DIPGALVANIZED.

3. PROVIDE HSS6X6X1/4 COLUMN AT EACH END OF TUBE BEAM ASSHOWN IN DETAIL A.

4. LINTEL SIZED MUST COMPLY WITH BOTH MAXIMUM OPENING SIZEDAND MAXIMUM HEIGHT OF MASONRY ABOVE LINTEL NOTIFYSTRUCTURAL ENGINEER IF CONDITIONS EXIST THAT DO NOTCOMPLY WITH THIS SCHEDULE.

MASONRYOPENING

FRAMED LINTEL SCHEDULE

LINTEL SIZE

7'-1" TO 10'-0"

10'-1" TO 13'-0"

L6x3 1/2x5/16 LLVHSS6x4x3/16 HORIZ

L6x3 1/2x5/16 LLVHSS6x6x1/4 HORIZ

DETAIL

A

A

MAX HT. OFBRICK ABOVE

7'-8"

9'-0"

MAX HT. OF 4"CMU ABOVE

13'-4"

15'-8"

C.L. OF TUBE& C.L. OFSTUD WALL

14/S40-10 1

1 1

/2"

HSS6X4X5/16 (LLH)

HSS BEAMSEE ELEVATION

SHIM PL. 1/2"X3" X 0'-3" EQ.SPACED @ 1'-9" MAX.

1/2" +/- GYP BOARDSPACER

1 1

/2"

1 1

/2"

C.L. OF STEEL TUBEAND THE C.L. OF THESTUD WALL

HILTI S-WW 12-24 X 2 13/16" PFH #53M KWIK FLEX @ 6" O.C.

PRE-DRILL HOLES IN THESHEATHING FOR SELFTAPING SCREWS

SHEET NUMBER

TITLE

Approved

Checked

Drawn

Job Number

ISSUE CHART

15 234

A

D

B

C

15 234

A

D

B

C

CONSULTANTS

KEYPLAN

PROJECT

STRUCTURAL

CIVIL

MEP

CONSULTANT SPARE 1

CONSULTANT SPARE 2

CONTRACTOR

FACILITY

LANDSCAPING

OWNER

Datum Engineers IncorporatedWWW.DATUMENGINEERS.COM | CO REG. NO. F-2819

Datum Project No.

Dallas San Antonio214-358-0174 210-858-2869

Austin512-469-9490

7/1

3/2

015 7

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S40-10

RIBBON WINDOWFRAMES AND DETAILS

Checker

Author

142973.000

Approver

HECTOR P. GARCIACLINIC

Copyright © 2014 Perkins+Will

919 Hidden Ridge DriveIrving, TX 75038

2606 HOSPITAL BLVD.CORPUS CHRISTI, TX 78405

CHRISTUS Health

EA

RL

Y R

EL

EA

SE

PA

CK

AG

E #

1 -

19 J

UN

E 2

015

DATUM ENGINEERS, INC.

URBAN ENGINEERING

2725 SWANTNER AVENUECORPUS CHRISTI, TX 78404

6516 FOREST PARK ROADDALLAS, TX 75235

CCRD PARTNERS

3625 N. HALL STREET, STE 1300DALLAS, TX 75219

CLK ARCHITECTS & ASSOCIATES

615 NORTH UPPER BROADWAY, STE 1250CORPUS CHRISTI, TX 78401

CBRE

2100 MCKINNEY AVENUE, STE 700 DALLAS,TX 75201

MCCARTHY BUILDING COMPANIES, INC

8 GREENWAY PLAZA, STE 1010 HOUSTON,TX 77046

GIGNAC LANDSCAPE ARCHITECTURE

3833 SOUTH STAPLES, STE 119CORPUS CHRISTI, TX 78411

CHRISTUS SPOHN HEALTH SYSTEM

919 HIDDEN RIDGE DRIVE IRVING, TX 75038

15025.01

Address 1Address 2Address 3

City, State ZIPt 987.654.3210f 012.345.6789

www.perkinswill.com

1/8" = 1'-0" 2

1/8" = 1'-0" 10

1/8" = 1'-0" 5

1" = 1'-0" 11 1" = 1'-0" 12 1" = 1'-0" 13 3/4" = 1'-0" 15

3/4" = 1'-0" 20

1 1/2" = 1'-0" 14

1

NOTES:1. ALL STRUCTURAL STEEL WITHIN THE PERIMETER WALL FRAMING IS MISCELLANEOUS METAL.2. SEE ARCHITECTURAL SECTIONS AND ELEVATIONS FOR INFORMATION NOT SHOWN.3. THE STRUCTURAL STEEL SUBCONTRACTOR SHALL PROVIDE A UNIT PRICE FOR ANY MISCELLANEOUS STEEL

ADDS DURING THE PROJECT. THIS PRICE SHALL ADDRESS DETAILING, FABRICATION, DELIVERY, COATINGS,AND ERECTION. THE ADD PRICE SHALL BE HELD CONSTANT THROUGHOUT THE PROJECT DURATION.

1

MARK ISSUE DATE

1 Addendum No. 1 07/13/2015