items of information - design criteria ioi guideline… · expansion joints (ej’s should occur in...

O F F I C E : 9 6 0 R I D G E W A Y A V E N U E , A U R O R A , I L 6 0 5 0 6 T E L 6 3 0 - 8 9 6 - 4 6 7 9 F A X 6 3 0 - 8 9 6 - 4 8 7 1

P L A N T : 9 6 0 R I D G E W A Y A V E N U E , A U R O R A , I L 6 0 5 0 6 T E L 6 3 0 - 8 9 7 - 0 5 7 7 F A X 6 3 0 - 8 9 6 - 0 7 4 7

ITEMS OF INFORMATION - Required by ATMI for Shop Drawings

July 9, 2019

Design Criteria

Building Code and fire Rating(s), if and where required

Building Live Loads including Surcharge Live Load on Slab-on-Grade

Wind Loading for Building Structure and Wind Loading for Cladding and Components

Seismic Loading (ATMI assumes a Seismic Response Modification Coefficient of R=3 and designs precast walls

as “Ordinary Precast Shear Walls)

Snow Loading

Equivalent fluid pressure for precast walls below grade (e.g., dock walls) (in “dry condition” and in active state)

Architectural

Assumed panel thickness, panelization (ATMI standard joint width is 1/2-inch) and panel finishes

Typical panel widths are nomimal 14’-0”, 13’-0” and/or 12’-0” wide panels

18-inch minimum jamb at openings required (minimum width from edge of panel to edge of any opening)

Top and bottom of precast panel elevations (ATMI assumes 1-inch grout annular space between bottom of

panel and top of footing/foundation)

Expansion joints (EJ’s should occur in wall panels where a roof EJ occurs; ATMI prefers roof EJ’s align with wall

panel joints, if not, EOR must fully detail sliding joints in roof; EJ width, anticipated in-plane and out-of-plane

movements, and EJ material, are the responsibility of the AOR/EOR to design and detail).

Scupper size and location, if required

Reveal size and locations (ATMI standard reveal depth is 1/2-inch)

Rough opening sizes (windows, doors, dock doors, clerestory windows, etc.)

Location of drips, wash, chamfers, etc. (see ATMI standard details)

Precast joints (butt, mitre, lapped, etc. see ATMI standard details). ATMI prefers butt or lapped precast joints.

Structural

Foundation Plans/details with T/Foundation identified (i.e., bottom of panel) including steps in foundations.

ATMI assumes all panels founded at -(3’-0”) or greater will be tied back to SOG with floor ties. ATMI will

provide floor tie loads for design of SOG by EOR.

Roof Framing Plans and details, with loads as outlined.

Provide all loads as Service Loads (or identify as ultimate loads)

Gravity Loads (typically service loads)

Deck loading; DL, LL, uplift (plf)

Joist/Beam/Joist Girder loadings, DL, LL, N (axial tension), uplift (kips)

Lateral Loads (diaphragm shears due to wind and seismic) imposed on precast due (plf at roof and

mezzanines)

Indicate whether or not seismic lateral loads noted take into account the weight of panels parallel to

direction of seismic load

Identify diaphragm chord element and if required, splices, and identify collectors, if required

Special Loads - Provide DL, LL, N (axial tension), uplift (kips) for each condition:

Canopies; Awnings; Wind girts; and other structural elements attached to precast

Provide detail and galvanizing (or other protection) requirements

Bottom of roof deck and bottom of mezzanine deck elevations (ATMI prefers, and unless directed otherwise,

bids and assumes constant elevation bottom of deck elevations)

Identify fixed and sliding sides of EJ’s; detail sliding connections fully through roof framing until the EJ aligns

properly with vertical wall panel expansion joints; ATMI prefers not to have sliding joints at edges of spandrel

beams if possible. Also see Expansion Joint comments under Architectural.

Details: See ATMI standard details attached.

STANDARD SHOP DRAWING DETAILS

07/09/2019

http://www.atmiprecast.com

960 RIDGEWAY AVE

AURORA, IL 60506

630-896-4679

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

SHOP DRAWING DETAILS

STANDARDS

12/28/2018

0

ATMI

D1A BASE CONNECTION AT TRENCH FOOTING 08/15/2018

D2 BASE CONNECTION AT WIDE STEM WALL 08/31/2018

D4 FLOOR TIE 01/09/2017

D20 BEAM POCKET 08/31/2018

D20AB

BEAM POCKET EXPLODED VIEW &

ENLARGED DETAIL

01/09/2017

D21

BEAM POCKET AT JOINT (SECTION)

08/31/2018

D21A

BEAM POCKET AT JOINT (ELEVATION)

01/09/2017

D23 BEARING EMBED 12/08/2017

D30 JOIST GIRDER POCKET 08/31/2018

D31

JOIST GIRDER POCKET AT

PANEL JOINT (SECTION)

09/14/2018

D32 01/09/2017

JOIST GIRDER POCKET AT

PANEL JOINT (ELEVATION)

D36 07/01/2019BEARING ANGLE

D37 BEARING EMBED 01/12/2018

D40 DECK BEARING EMBED ANGLE 01/09/2017

D41

DECK BEARING AT

INTERMITTENT EMBED

01/09/2017

D44 ALIGNMENT CONNECTION 01/09/2017

D46 PANEL CONNECTION 01/09/2017

D47 SHEAR CONNECTION 01/09/2017

D50 MITER CORNER 01/09/2017

D51 OUTSIDE BUTT CORNER 01/09/2017

D52 INSIDE BUTT CORNER 01/09/2017

D53 OVERLAP CORNER 01/09/2017

D54 HIDDEN PANEL CONNECTION 01/09/2017

D60 SPANDREL SUPPORT 11/14/2017

D66 VERTICAL/HORIZONTAL REVEAL 01/09/2017

D67 CAULK CORNER 01/09/2017

D68 1/2" EDGE CHAMFER 01/09/2017

D69 3/4" EDGE CHAMFER 01/09/2017

D70 3/4" EDGE CHAMFER ON EACH FACE 01/09/2017

D71 DRIP REVEAL 01/09/2017

D72 SILL WASH 01/09/2017

D73 PANEL JOINT 01/09/2017

D74 FIRE RATED PANEL JOINT 01/09/2017

D80 PLANK BEARING ANGLE 12/08/2017

D81 PLANK BEARING EMBED 12/08/2017

D82 PLANK BEARING T/PRECAST 01/09/2017

D83 PLANK NON-BEARING 01/09/2017

D90 UTILITY ROOM SLAB BEARING 01/09/2017

D91 INSIDE BEARING UTILITY ROOM 01/09/2017

D92 NON-BEARING UTILITY ROOM 01/09/2017

D93

UTILITY ROOM SLAB TO SLAB

INTERMITTENT CONNECTION

01/09/2017

D94 UTILITY ROOM SLAB BEARING DETAIL 01/09/2017

D1B BASE CONNECTION AT TRENCH FOOTING 08/15/2018

D45

EXPANSION JOINT ALIGNMENT

CONNECTION

12/08/2017

3

2

1

1

1

1

1

1

1

1

1

2

1

D75 REINFORCING AROUND OPENINGS 10/17/2018

XX STANDARD PANEL CROSS SECTIONS 09/06/2018

1

D62A SPANDREL TO STEEL COLUMN 12/11/2018

D62C SPANDREL TO STEEL COLUMN 12/11/2018

D63A SPANDREL TO COLUMN - JOINT 12/11/2018

D63C SPANDREL TO COLUMN - JOINT 12/11/2018

1

D33

PERPENDICULAR

NOTCHED BEARING

07/01/2019

D34

PARALLEL

NOTCHED BEARING

07/01/2019

D39 PANEL TO PANEL TIE BACK 07/01/2019

http://www.atmiprecast.com/

XX

9 1/2" PANEL SECTION

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

3

1

2

"

3" IN

SU

L

3"

SEE ELEVATIONS

1

EXPANDED POLYSTYRENE (EPS) INSULATION

2

FORM FINISH (UNO)

3

OF

9

1

2

"FLOAT FINISH

XX

10 1/2" PANEL SECTION

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

3

1

2

"

4" IN

SU

L

3"

SEE ELEVATIONS

1


2

FORM FINISH (UNO)

3

OF

10

1

2

"FLOAT FINISH

NOTES:

1. PANEL WIDTHS SHOWN ON ELEVATIONS ARE NOMINAL PANEL WIDTHS. ACTUAL PANEL SIZE

ACCOUNTS FOR PRECAST JOINTS (ATMI STANDARD DETAIL D73).

2. INSULATION MAY NOT BE CONTINUOUS AS SHOWN. SOLID AREAS ARE REQUIRED AT DUNNAGE,

EMBEDDED MATERIAL LOCATIONS, AND ANY AREAS DEEMED NECESSARY TO MAINTAIN THE

STRUCTURAL INTEGRITY OF THE PRECAST MEMBER.

3. CONCRETE IS COMPOSED OF NATURAL MATERIALS. VARIATIONS IN AESTHETIC APPEARANCE

(e.g. COLOR, TEXTURE) SHOULD BE EXPECTED WITH ATMI PRECAST'S STANDARD GRAY MIX.

4. REFER TO INDIVIDUAL PANEL MANUFACTURING DRAWINGS FOR STRAND, TRUSS, AND REBAR

LOCATIONS.

XX

12" PANEL SECTION

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

3

1

2

"

5

1

2

" IN

SU

L

3"

SEE ELEVATIONS

1


2

FORM FINISH (UNO)

3

OF

12"

FLOAT FINISH

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

XX

STANDARD PANEL CROSS SECTIONS

STANDARDS

09/06/2018

0

ATMI


T/FTG

1"

EQ EQ

FIN FLR

4"

1" S

HIM

&

GR

OU

T

FOOTING

(SIZE VARIES, 2'-0" MIN)

BY OTHERS

2" INSULATION (MAX)

OF

D1A

BASE CONNECTION

AT TRENCH FOOTING

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

1"

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D1A


STANDARDS

02/17/2017 04/29/2019

4

ATMI

T/FTG

4"

EQ EQ

1'-4" M

IN

SO

LID

2" INSULATION (MAX)

1" S

HIM

&

GR

OU

T

FOOTING

(SIZE VARIES, 2'-0" MIN)

BY OTHERS

OF

D1B

BASE CONNECTION

AT TRENCH FOOTING

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

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D1B


STANDARDS

02/17/2017 08/15/2018

2

ATMI


T/FTG

FIN FLR

1" S

HIM

&

GR

OU

T1"

OF

2" MIN

STEM WALL

(SIZE VARIES)

BY OTHERS

D2

BASE CONNECTION

AT STEM WALL

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

3/4" CHAMFER

NOTE:

ATMI RECOMMENDS ADDING CHAMFERED EDGE TO THE

OUTSIDE FACE TOP EDGE OF STEM WALLS TO REDUCE

CHIPPING & SPALLING DURING TYPICAL PRECAST

ERECTION.

SEE NOTE

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D2


STANDARDS

01/09/2017 08/31/2018

1

ATMI


OF

FIN FLR

1/2 O

F S

OG

TH

IC

KN

ES

S

NOTES:

1. DESIGN OF COIL ROD BASED ON

4-INCH THICK (MINIMUM)

CONVENTIONAL, CAST-IN-PLACE

CONCRETE SOG WITH AN f'c =

3,000 PSI. EOR TO NOTIFY ATMI

OF ANY EXCEPTIONS TAKEN.

2. EOR TO VERIFY REQUIREMENT

OF SOG REINFORCEMENT BASED

ON SERVICE LOADS INDICATED

IN THE ADJACENT TABLE. THESE

LOADS HAVE BEEN CALCULATED

BY ATMI BASED ON PROJECT

WIND DESIGN CRITERIA FOR

COMPONENTS AND CLADDING

SPECIFIED BY EOR.

SLAB-ON-GRADE (SOG) BY OTHERS

1"

COMPRESSIBLE FILL MATERIAL

AND JOINT SEALANT BY OTHERS

D4

FLOOR TIE

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

SERVICE LOADS IMPOSED

BY PANEL ON SOG TO BE

PROVIDED ON SHOP

DRAWINGS.

DESIGN NOTES FOR AOR/EOR/GC:

1. AT LOCATIONS WHERE THE PANEL EXTENDS MORE THAN 3'-0" BELOW SLAB-ON-GRADE

(SOG), ATMI PRECAST RELIES ON THE FLOOR TIE (COIL ROD INSERTS) TO BRACE PRECAST

WALL PANELS TO THE SOG. THE LATERAL LOAD (FORCE) IMPARTED ON THE FLOOR MUST

BE RESISTED BY THE SOG AND MUST BE TAKEN INTO ACCOUNT IN THE ANALYSIS/DESIGN

OF SOG BY THE ENGINEER OF RECORD.

2. IF AN ALTERNATIVE DETAIL IS REQUIRED, RE-DESIGN AND RE-PRICING OF PRECAST WILL

BE REQUIRED.

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D4

FLOOR TIE DETAIL

STANDARDS

01/09/2017

0

ATMI


4"

BE

AM

D

EP

TH

T/STEEL

2'-6"

6"

8"

BRIDGING ANGLE ACROSS POCKET AS SPECIFIED

BY EOR, FURNISHED AND INSTALLED BY OTHERS

1

2

"

SLOT IN BEAM FLANGE TO

ALLOW HORIZONTAL

MOVEMENT BY OTHERS

D20A

1"

D20

BEAM POCKET

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

T/PCPOCKET:

WIDTH = 1'-2"

HEIGHT = BEAM DEPTH + 5"

WHEN T/POCKET < 6" FROM T/PC, POCKET IS

EXTENDED TO TOP OF PANEL.

6"

PKT

1

2

"

6

1

2

"

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D20


STANDARDS

01/09/2017 08/31/2018

1

ATMI

1/2"

1"

1/2"

1/4" MIN.

STEEL BEAM & ASSEMBLY BY OTHERS REFER

EXPLODED VIEW (D20B) FOR MATERIAL INFORMATION

BY OTHERS

D20A

ENLARGED DETAIL

HAND TIGHTEN NUT w/ WASHER, BY OTHERS.

BURR THREADS AFTER INSTALLATION

3/16" END PLATE (MIN) WELDED TO BEAM, SPECIFIED

BY EOR AND PROVIDED BY OTHERS

STEEL BEAM w/ SLOTTED HOLES IN BOTTOM

FLANGE, SLOT DIMENSION AND BEAM BY OTHERS

1/2" THICK MASTICORD

BEARING PAD w/ DYNALON (PTFE)

TOP (BEARING AGAINST BOTTOM

OF STEEL BEAM), BY OTHERS

(2) 3/4"Ø WELDABLE THREADED RODS TO

CONNECTION PLATE BELOW, BY OTHERS

1/2" STEEL CONNECTION PLATE, BY OTHERS

D20B

EXPLODED VIEW

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D20AB


STANDARDS

01/09/2017

0

ATMI


4"

BE

AM

D

EP

TH

T/STEEL

2'-6"

6"

8"

POCKET:

WIDTH = 1'-2"

HEIGHT = BEAM DEPTH + 5 1/2"

WHEN T/POCKET < 6" FROM T/PC, POCKET IS

EXTENDED TO TOP OF PANEL.

BRIDGING ACROSS POCKET AS SPECIFIED BY

EOR, FURNISHED AND INSTALLED BY OTHER

1

2

"

SLOT IN BEAM FLANGE TO

ALLOW HORIZONTAL

MOVEMENT BY OTHERS

D21A

1

1

2

"

T/PC

D21

BEAM POCKET AT JOINT

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

6"

PKT

1

2

"

6

1

2

"

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D21


STANDARDS

01/09/2017 08/31/2018

1

ATMI

1/2"

1 1/2"

1"

BY OTHERS

DECK SUPPORT

BRIDGING ACROSS POCKET

AS REQUIRED BY OTHERS

SEE 'A'

1" STEEL CONNECTION PLATE,

BY OTHERS

NOTE:

STEEL BEAM & ASSEMBLY

BY OTHERS REFER TO

EXPLODED VIEWS (D20B,

SIM) FOR MATERIALS

INFORMATION.

D21A

BEAM POCKET AT JOINT

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

A

ENLARGED DETAIL

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D21A


STANDARDS

01/09/2017

0

ATMI


T/STEEL

6"

6"

CE

NT

ER

E

MB

ED

ON

S

TE

EL B

EA

M

STEEL BEAM, BY OTHERS

D23

BEARING EMBED

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

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D23


STANDARDS

01/09/2017 12/08/17

1

ATMI


6"

JO

IS

T G

IR

DE

R D

EP

TH

4"

8"

STABILIZER PLATE,

BY OTHERS

NOTE:

EOR TO DETERMINE WELD

SIZE/LENGTH TO TRANSFER

DIAPHRAGM SHEAR AND/OR

Nu FORCE AS WELL AS MEET

STRUCTURAL INTEGRITY

LOAD REQUIREMENTS OF

ASCE 7.

T/JG

JOIST GIRDER,

BY OTHERS

T/PC

POCKET:

WIDTH = 1'-2"


WHEN T/POCKET < 6" FROM T/PC, POCKET

IS EXTENDED TO TOP OF PANEL.

6"

PKT

BRIDGING ANGLE ACROSS POCKET AS SPECIFIED

BY EOR, FURNISHED AND INSTALLED BY OTHERS

D30

JOIST GIRDER POCKET

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

SEE NOTE

1

2

"

6

1

2

"

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D30


STANDARDS

01/09/2017 08/31/2018

1

ATMI

6"

2"

JO

IS

T G

IR

DE

R D

EP

TH

4"

T/JG

D32

STABILIZER PLATE,

BY OTHERS

JOIST GIRDER,

BY OTHERS

NOTE:

EOR TO DETERMINE WELD

SIZE/LENGTH TO TRANSFER

DIAPHRAGM SHEAR AND/OR

Nu FORCE AS WELL AS MEET

STRUCTURAL INTEGRITY

LOAD REQUIREMENTS OF

ASCE 7.

T/PC

POCKET:

WIDTH = 1'-2"


WHEN T/POCKET < 6" FROM T/PC, POCKET

IS EXTENDED TO TOP OF PANEL.

BRIDGING ANGLE ACROSS POCKET

AS SPECIFIED BY EOR, FURNISHED

AND INSTALLED BY OTHERS

SEE NOTE

JO

IS

T

SE

AT

1"

D31

JOIST GIRDER POCKET

AT PANEL JOINT

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

8"

6"

PKT

1

2

"

6

1

2

"

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D31


STANDARDS

01/09/2017 09/14/2018

2

ATMI

DECK BEARING ANGLE

BRIDGING ANGLE ACROSS POCKET

AS REQUIRED, BY OTHERS

8"

1'-2"JT1'-2"

1'-6"EQ EQ

GR

ID

ER

SE

AT

JOIST GIRDER, BY OTHERS

D32

JOIST GIRDER POCKET

AT PANEL JOINT

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

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D32


STANDARDS

01/09/2017

0

ATMI


D33

PERPENDICULAR

NOTCHED BEARING

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

A

VIEW A

2'-1" S

OLID

2'-0" SOLID

2'-0" SOLID

2'-1" S

OLID

SPANDREL

PANEL

1

2

" JOINT

EQ. EQ.

EQ.EQ.

1

2

" SHIM

SPACE

OF

A

OF

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D33


STANDARDS

07/01/2019

0

ATMI


D34

PARALLEL

NOTCHED BEARING

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

OF

EQ.EQ.

10" NOTCH

1

2

" SHIM

SPACE

2'-1" S

OLID

2'-0" SOLID

A

VIEW A

1

2

" JOINT

SOLID EDGE AT

EXPOSED EDGE

6"

A

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D34


STANDARDS

07/01/2019

0

ATMI


6"

11" M

IN

6"

5

1

2

"

1

2

" GAP

OF

JOIST BRG

JOIST, BY OTHERS

STIFFENER AT

DISCONTINUOUS

ENDS OF ANGLE

D36

JOIST BEARING ANGLE

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

NOTE:

BEARING ANGLE IS DISCONTINUOUS AT

PRECAST JOINTS. IF SPLICE IS REQUIRED

BY EOR, CONNECTION IS NOT BY ATMI.

EOR TO COORDINATE WITH GC.

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D36


STANDARDS

01/09/2017 07/01/2019

1

ATMI


3"

1'-0"

6"

6"

BEARING SUPPORT SUPPLIED

& INSTALLED BY OTHERS

JOIST BRG

JOIST, BY OTHERS

D37

BEARING

EMBED

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

NOTE:

EMBED PLATE MAY BE CAST TIPPED OR NOT CAST FLUSH

WHILE STILL REMAINING WITHIN PCI TOLERENCES. EOR TO

REVIEW THE FINAL CONFIGURATION OF THE INSTALLED

EMBED WITH GC AND PROVIDE THE STEEL FABRICATOR

WITH A DETAIL (USE OF SHIM BARS OR PLATES TO

COMPENSATE FOR THE PRECAST EMBED TOLERENCES)

THAT FACILITATES THE WELD CONNECTION BETWEEN THE

BEARING STEEL AND THE EMBED.

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D37


STANDARDS

01/12/2018 03/28/2018

2

ATMI


D39

PANEL TO PANEL

TIE BACK

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

4"

9"

9"

4

1

2

" 4

1

2

"

6"

6"

6"

SOLID

OF OF

A

A

VIEW A

1

2

"

JOINT

6"

9" x 9" ACCESS HOLE

D67

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D39


STANDARDS

07/01/2019

0

ATMI


3"

6"

6"

3

3

4

"

OF

DECK BRG

STEEL DECK

(SPAN DIRECTION VARIES)

BY OTHERS

D40

DECK BEARING

AT EMBED ANGLE

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

NOTE:

BEARING ANGLE IS DISCONTINUOUS AT

PRECAST JOINTS. IF SPLICE IS REQUIRED

BY EOR, CONNECTION IS NOT BY ATMI.

EOR TO COORDINATE WITH GC.

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D40


STANDARDS

01/09/2017

0

ATMI


6"

6"

BEARING SUPPORT SUPPLIED

& INSTALLED BY OTHERS

DECK BRG

STEEL DECK

(SPAN DIRECTION VARIES)

BY OTHERS

2"

6"

NOTE:

EMBED PLATE MAY BE CAST TIPPED OR NOT CAST FLUSH

WHILE STILL REMAINING WITHIN PCI TOLERENCES. EOR TO

REVIEW THE FINAL CONFIGURATION OF THE INSTALLED

EMBED WITH GC AND PROVIDE THE STEEL FABRICATOR

WITH A DETAIL (USE OF SHIM BARS OR PLATES TO

COMPENSATE FOR THE PRECAST EMBED TOLERENCES)

THAT FACILITATES THE WELD CONNECTION BETWEEN THE

BEARING STEEL AND THE EMBED.

D41

DECK BEARING AT

INTERMITTENT EMBED

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

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D41


STANDARDS

01/09/2017

0

ATMI


MAX, PER JVI

RECOMMENDATIONS

OF

1"

1'-0" HORIZ

X 2'-6" VERT

INSULATION HOLD

D44

ALIGNMENT CONNECTION

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

1'-0" HORIZ

X 2'-6" VERT

INSULATION HOLD

JT

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D44


STANDARDS

01/09/2017

0

ATMI

EJ

1'-8" S

OLID

1'-8" SOLID

6" SOLID ALONG ENTIRE

PANEL EDGE AT EJ

D45

EXPANSION JOINT

ALIGNMENT CONNECTION

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

EDGE OF INSULATION, TYP

NOTES:

STANDARD DETAIL ALLOWS FOR

MAXIMUM 3" EXPANSION JOINT.

DO NOT WELD EITHER PLATE ON

BOTH SIDES OF THE JOINT.

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D45


STANDARDS

03/03/2017 12/08/2017

1

ATMI


1

2

" R

EC

ES

S

OF

1'-8" X 1'-8"

INSULATION HOLD

D46

PANEL CONNECTION

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

1'-8" X 1'-8"

INSULATION HOLD

JT

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D46


STANDARDS

01/09/2017

0

ATMI

2'-0" HORIZ X

4'-2" VERT

INSULATION HOLD

OF

2" R

EC

ES

S

1

1

4

"

D47

SHEAR CONNECTION

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

2'-0" HORIZ X

4'-2" VERT

INSULATION HOLD

JT

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D47


STANDARDS

01/09/2017

0

ATMI

OF

OF

6"

1

1

4

"

3

4

"

1

1

4

"

6"

D50

MITER CORNER

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

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D50


STANDARDS

01/09/2017

0

ATMI


OF

OF

6"

1'-8" X

1'-8"

IN

SU

LA

TIO

N H

OLD

6"

PANEL

THICKNESS -1"

D51

OUTSIDE BUTT CORNER

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

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D51


STANDARDS

01/09/2017

0

ATMI


OF

OF

JT

6"

1'-8" X 1'-8"

INSULATION HOLD

REVEALS ON THIS FACE

ARE TERMINATED 1 1/2"

PAST OUTSIDE FACE OF

PERPENDICULAR PANEL

3/4" CHAMFER

1'-8" X

1'-8"

IN

SU

LA

TIO

N H

OLD

D52

INSIDE BUTT CORNER

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

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D52


STANDARDS

01/09/2017

0

ATMI


OF

OF

6"6"

OVERLAP -1"

JT

1'-8" X 1'-8"

INSULATION HOLD

D53

OVERLAP CORNER

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

REVEALS ON THIS FACE

ARE TERMINATED 1 1/2"

PAST OUTSIDE FACE OF

PERPENDICULAR PANEL

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D53


STANDARDS

01/09/2017

0

ATMI


1"

8"

OF OF

1

2

" JT

D54

HIDDEN PANEL CONNECTION

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

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D54


STANDARDS

01/09/2017

0

ATMI


6"

5"

8"

10"

SHIMS,

AS REQUIRED

4"

1"

JT

OF

SUPPORT

PANEL

SPANDREL

PANEL

6"

D60

SPANDREL SUPPORT

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

A

B

A

VIEW A

B

VIEW B

OF

6"

4" 2"

8"

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D60


STANDARDS

01/09/2017 11/14/17

1

ATMI

AA

D62A

SPANDREL TO STEEL COL.

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

T/PC

T/COLUMN

SEE STRUCT. DWGS

1'-0"

MIN

SEE ELEVATIONS

1'-0"

MIN

AA

BB BB

P

u

1

1

2

" MIN

3

1

2

" MAX

T

u,bot

T

u,top

T/BRG

SEE TABLE

PANEL

BEYOND

X

X

VIEW AA

X

X

VIEW BB

TUBE HAUNCH

DESIGN/INSTALL

BY OTHERS

6" MIN

1"

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D62A


STANDARDS

12/11/2018

0

ATMI

LOADS IMPOSED BY PRECAST TO

STRUCTURAL STEEL TO BE PROVIDED ON

SHOP DRAWINGS FOR DESIGN AND

COORDINATION BY GC/EOR.

AA

D62C

SPANDREL TO STEEL COL.

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

T/PC

1'-0

"

MIN

SEE ELEVATIONS

1'-0

"

MIN

AA

BB BB

P

u

T/COLUMN

SEE STRUCT. DWGS

T/BRG

SEE TABLE

1

1

2

" MIN

3

1

2

" MAX

T

u,top

PANEL

BEYOND

T

u,bot

X

X

VIEW AA

BY

OTHERS

X

X

VIEW BB

TUBE HAUNCH

DESIGN/INSTALL

BY OTHERS

1"

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D62C


STANDARDS

12/11/2018

0

ATMI





AA

D63A

SPANDREL TO COL.-JOINT

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

T/PC

T/COLUMN

T/BRG

SEE STRUCT. DWGS

1

1

2

" MIN

3

1

2

" MAX

1'-0

"

MIN

SEE ELEVATIONS

1'-0

"

MIN

AA

BB BB

P

u

T

u,bot

T

u,top

SEE TABLE

VIEW AA

X

X

PC

JO

IN

T

VIEW BB

X

TUBE HAUNCH

DESIGN/INSTALL

BY OTHERS

X

PC

JO

IN

T

1"

12"

M

IN

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D63A


STANDARDS

12/11/2018 04/29/2019

1

ATMI





AA

D63C

SPANDREL TO COL.-JOINT

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

T/PC

T/COLUMN

T/BRG

SEE STRUCT. DWGS

1

1

2

" MIN

3

1

2

" MAX

1'-0

"

MIN

SEE ELEVATIONS

1'-0

"

MIN

AA

BB BB

P

u

T

u,bot

T

u,top

SEE TABLE

VIEW AA

X

X

PC

JO

IN

T

BY OTHERS

X

X

PC

JO

IN

T

VIEW BB

TUBE HAUNCH

DESIGN/INSTALL

BY OTHERS

1"

12

" M

IN

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D63C


STANDARDS

12/11/2018 04/29/2019

1

ATMI





OF

RE

VE

AL D

IM

EN

SIO

N

SE

E E

LE

VA

IO

NS

D66

VERTICAL/HORIZONTAL REVEAL

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

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D66


STANDARDS

01/09/2017

0

ATMI


OF

6"

INSULATION

HOLD AT

EXPOSED EDGES

CAULK CORNER (EASED EDGE)

D67

CAULK CORNER

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

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D67


STANDARDS

01/09/2017

0

ATMI


OF

6"

INSULATION

HOLD AT

EXPOSED EDGES

1/2" CHAMFER

D68

1/2" EDGE CHAMFER

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

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D68


STANDARDS

01/09/2017

0

ATMI


OF

6"

INSULATION

HOLD AT

EXPOSED EDGES

3/4" CHAMFER

D69

3/4" EDGE CHAMFER

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

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D69


STANDARDS

01/09/2017

0

ATMI


OF

6"

INSULATION

HOLD AT

EXPOSED EDGES

3/4" CHAMFER

D70

3/4" EDGE CHAMFER ON EACH FACE

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

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D70


STANDARDS

01/09/2017

0

ATMI


OF

6"

IN

SU

LA

TIO

N

HO

LD

3

4

"

CONTINUOUS

DRIP REVEAL

D71

DRIP REVEAL

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

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D71


STANDARDS

01/09/2017

0

ATMI


OF

6"

IN

SU

LA

TIO

N

HO

LD

1

2

"

CONTINUOUS WASH

D72

SILL WASH

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

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D72


STANDARDS

01/09/2017

0

ATMI


OF

1

2

"

SEALANT & BACKER ROD

AS REQUIRED

3/4" CHAMFER, TYPICAL

D73

PANEL JOINT

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

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D73


STANDARDS

01/09/2017

0

ATMI


OF

1

2

"

FIRE RATED JOINT TREATMENT

AS REQUIRED PER UL.

SEE SUBMITTAL ELSEWHERE.

"A" SOLID

SEE TABLE

3/4" CHAMFER, TYPICAL

"A" SOLID

SEE TABLE

A FIRE RATING

6" 3 HOUR

8" 4 HOUR

1 & 2 HOUR0"

SEALANT AND BACKER ROD

D74

FIRE RATED PANEL JOINT

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

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D74


STANDARDS

01/09/2017

0

ATMI


D75

REINFORCING AROUND OPENINGS

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

2"

2"

1

1

2

"

(2) #5 REBAR, FULL WIDTH

EACH FACE, ABOVE/BELOW OPENING

PROVIDE (1) #5, EACH FACE

ADJACENT TO OPENING

2'-0"

RO

2'-0"

6" SOLID (TYP)

PANEL

EDGE

L-BAR, REQUIRED WHEN

LEG LESS THAN 2'-0"

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D75


STANDARDS

09/06/2018 10/17/2018

1

ATMI


6"

6"

6"

5

1

2

"

OF

T/ FLR

PLA

NK

TO

PP

IN

G

BY

O

TH

ER

S

5"

D80

PLANK BEARING ANGLE

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

1" JT

6"

1

8

" C

ON

T.

BR

G S

TR

IP

8" MIN

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D80


STANDARDS

01/09/2017 08/15/2018

2

ATMI

1" JT

T/ FLR

PLA

NK

TO

PP

IN

G

BY

O

TH

ER

S

3"

9"

6"

BEARING STEEL & 1/8" BEARING STRIP

SUPPLIED & INSTALLED BY OTHERS

D81

PLANK BEARING EMBED

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

6"

5"

6"

8" MIN

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D81


STANDARDS

01/09/2017 08/15/2018

2

ATMI

6"

6"

5

1

2

"

OF

T/ PLANK

PLA

NK

3"

1"

6"

D82

PLANK BEARING T/PRECAST

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

1

8

" C

ON

T.

BR

G S

TR

IP

8" MIN

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D82


STANDARDS

01/09/2017 08/15/2018

1

ATMI

PLA

NK

OF

1"

T/PLANK

EMBED IN GROUTED CORE,

BY OTHERS

(6" x 6" MIN)

1'-0"

6"

6"

3

1

2

"

6"

D83

PLANK NON-BEARING

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

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D83


STANDARDS

01/09/2017 08/15/2018

1

ATMI


T/SLAB

6"

UTILITY ROOM

INTERIOR

SLA

B

TH

K

BE

AR

IN

G S

TR

IP

N

OT

SH

OW

N F

OR

C

LA

RIT

Y

(1) A

T E

AC

H C

OR

NE

R

OF

E

VE

RY

S

LA

B

OF

3/4" CHAMFER TYP AT ALL EXPOSED

PRECAST EDGES OF UTILITY ROOM

D90

UTILITY ROOM SLAB BEARING

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

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D90


STANDARDS

01/09/2017 08/15/2018

1

ATMI


T/SLAB

SLA

B

TH

K

1

2

"

3/4" CHAMFER, TYP. AT ALL EXPOSED

PC EDGES OF UTILITY ROOM

D91

INSIDE BEARING

UTILITY ROOM

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

BE

AR

IN

G S

TR

IP

N

OT

SH

OW

N F

OR

C

LA

RIT

Y

(1) A

T E

AC

H C

OR

NE

R

OF

E

VE

RY

S

LA

B

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D91


STANDARDS

01/09/2017 08/15/2018

1

ATMI

T/SLAB

SLA

B

TH

K

1"

BOLT, TIGHTEN SNUG AND

THEN BACK OFF

1

3

RD

TURN

3/4" CHAMFER

OF

D92

NON-BEARING UTILITY ROOM

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

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D92


STANDARDS

01/09/2017

0

ATMI


T/SLAB

SLA

B

TH

K

6"

1

2

"

3/4" CHAMFER TYP AT ALL

EXPOSED PRECAST EDGES

OF UTILITY ROOM

D93

UTILITY ROOM SLAB TO SLAB

INTERMITTENT CONNECTION

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

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D93


STANDARDS

01/09/2017

0

ATMI


6"

6"

1"

1

2

" JT

OF

T/SLAB

5"

6"

5

1

2

"

SLA

B

TH

K

6"

D94

UTILITY ROOM SLAB

BEARING DETAIL

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

STRIP, (1) AT EACH

CORNER OF EVERY SLAB

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D94


STANDARDS

01/09/2017 08/15/2018

1

ATMI


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