standard shop drawing details 01/15/2019 · outside face top edge of stem walls to reduce chipping...

STANDARD SHOP DRAWING DETAILS

01/15/2019

http://www.atmiprecast.com

960 RIDGEWAY AVE

AURORA, IL 60506

630-896-4679

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

SHOP DRAWING DETAILS

STANDARDS

1/15/2019

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 01/09/2017BEARING 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

D61 HEAVY 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

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

D62B HEAVY-DUTY SPANDREL TO STEEL COLUMN 12/11/2018

D62C SPANDREL TO STEEL COLUMN 12/11/2018

D62D 12/11/2018

D63A SPANDREL TO COLUMN - JOINT 12/11/2018

HEAVY-DUTY SPANDREL TO STEEL COLUMN

D63B HEAVY-DUTY SPANDREL TO COLUMN - JOINT 12/11/2018

D63C SPANDREL TO COLUMN - JOINT 12/11/2018

D63D 12/11/2018HEAVY-DUTY SPANDREL TO COLUMN - JOINT

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

7" 434 TRUSS (TYP) 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


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


3

OF

12"

FLOAT FINISH

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

XX

STANDARD PANEL CROSS SECTIONS

STANDARDS

09/06/2018

0

ATMI


EMBED DESCRIPTION

T/FTG

1"

EQ EQ

FIN FLR

1"

P-03E

E-53

F-04

1/2" ABOVE B/PNL

1/4 3

1/4 3

4"

1" S

HIM

&

GR

OU

T

FOOTING

(SIZE VARIES)

BY OTHERS

2" INSULATION (MAX)

OF

P-03E

E-53

PL1/2"x8"x8" w/ (4) 1/2"ØX 5" HS

PL 1/2"x6"x6", GRADE 50 KSI

F-04 PL1/2"x8"x8" w/ (4) 1/2"ØX 5" HS

D1A

BASE CONNECTION

AT TRENCH FOOTING

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

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D1A


STANDARDS

02/17/2017 08/15/2018

3

ATMI


EMBED DESCRIPTION

T/FTG

4"

EQ EQ

1'-4

" M

IN

SO

LID

P-31

E-50

F-04

1/2" ABOVE B/PNL

1/4 4

1/4 3

2" INSULATION (MAX)

1" S

HIM

&

GR

OU

T

FOOTING

(SIZE VARIES)

BY OTHERS

OF

P-31

E-50

PL1/2"x10"x1'-4" w/ (6) 1/2"ØX 5" HS

L4"x3"x3/8"x0'-7"

F-04 PL1/2"x8"x8" w/ (4) 1/2"ØX 5" HS

D1B

BASE CONNECTION

AT TRENCH FOOTING

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

3"

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D1B


STANDARDS

02/17/2017 08/15/2018

2

ATMI


T/FTG

FIN FLR

EMBED DESCRIPTION

P-03E

E-53

PL1/2"x8"x8" w/ (4) 1/2"ØX 5" HS

F-04

1" S

HIM

&

GR

OU

T1

"

1/4 3

1/2" ABOVE B/PNL

1/4 3

P-03E

E-53

OF

2" MIN

PL1/2"x8"x8" w/ (4) 1/2"ØX 5" HS

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

F-04

PL 1/2"x6"x6", GRADE 50 KSI

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D2


STANDARDS

01/09/2017 08/31/2018

1

ATMI


EMBED DESCRIPTION

P-04 3/4"Øx2 1/8"x4 1/2"

EXPANDED COIL

INSERT (CONAC

#C56C-3/4SC)

E-46 3/4"x3'-0" COIL ROD

OF

FIN FLR

1/2 O

F S

OG

TH

IC

KN

ES

S

P-04, SEE ELEVATIONS FOR

LOCATIONS

E-46, SUPPLIED BY

ATMI, INSTALLED BY

OTHERS

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.

LOCATION T klfD+L (GRAVITY) klf W klf H klf

X X X X

-

X X X X

-

X X X X

-

SERVICE LOADS IMPOSED BY PANEL ON SOG

SLAB-ON-GRADE (SOG) BY OTHERS

1"

D- DEAD, L-LIVE, T-TEMPERATURE, W-WIND,

H-LATERAL EARTH PRESSURE

COMPRESSIBLE FILL MATERIAL

AND JOINT SEALANT BY OTHERS

D4

FLOOR TIE

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

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



EMBED DESCRIPTION

P-08C L8x6x1/2x1'-2" w/ (4) 5/8"Øx6" HS &

(2) 5/8"Ø x 2'-0" DBA

4"

BE

AM

D

EP

TH

T/STEEL

2'-6

"6

"

8"

P-08C

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

P-08C

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

P-08C

D20B

EXPLODED VIEW

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D20AB


STANDARDS

01/09/2017

0

ATMI



EMBED DESCRIPTION

P-08C L8x6x1/2X1'-2" w/ (4) 5/8"Øx6" HS &

(2) 5/8"Ø x 2'-0" DBA

4"

BE

AM

D

EP

TH

T/STEEL

2'-6

"6

"

8"

P-08C

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

P-08C

DECK SUPPORT

BRIDGING ACROSS POCKET

AS REQUIRED BY OTHERS

P-08C

SEE 'A'

1/2" THICK MASTICORD

BEARING PAD w/ DYNALON (PTFE)

TOP (BEARING AGAINST BOTTOM

OF STEEL BEAM), BY OTHERS

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"

EMBED, SEE CHART

6"

CE

NT

ER

E

MB

ED

ON

S

TE

EL

B

EA

M

STEEL BEAM, BY OTHERS

EMBED DESCRIPTIONDTL #

D23

D23A

D23B

D23C

D23D

P-15

P-15A

P-15B

P-15C

P-17

PL1/2"x1'-0"x2'-0" w/ (8) 5/8"Øx 6" HS

PL1/2"x1'-0"x3'-0" w/ (12) 5/8"Øx 6" HS

PL3/8"x1'-0"x1'-0" w/ (6) 1/2"Øx 4" HS

PL3/8"x1'-0"x1'-6" w/ (6) 1/2"Øx 4" HS

PL3/8"x8"x1'-0" w/ (6) 1/2"Øx 4" HS

D23

BEARING EMBED

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

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D23


STANDARDS

01/09/2017 12/08/17

1

ATMI



EMBED DESCRIPTION

P-08C L8x6x1/2x1'-2" w/ (4) 5/8"Øx6" HS &

(2) 5/8"Ø x 2'-0" DBA

6"

2"

JO

IS

T G

IR

DE

R D

EP

TH

4"

P-08C

P-03

8"

STABILIZER PLATE,

BY OTHERS

NOTE:

EOR TO DETERMINE WELD

SIZE/LENGTH TO TRANSFER

DIAPHRAGM SHEAR AND/OR

Nu FORCE AS WELL MEET

STRUCTURAL INTEGRITY

LOAD REQUIREMENTS OF

ASCE 7.

P-03 PL3/8"x8"x8" w/ (4) 1/2"Øx4" HS

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



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

EMBED DESCRIPTION

P-08C L8x6x1/2x1'-2" w/ (4) 5/8"Øx6" HS &

(2) 5/8"Ø x 2'-0" DBA

6"

2"

JO

IS

T G

IR

DE

R D

EP

TH

4"

P-03

PL1"x6"x1'-6"

T/JG

P-03 PL3/8"x8"x8" w/ (4) 1/2"Øx4" HS

D32

STABILIZER PLATE,

BY OTHERS

JOIST GIRDER,

BY OTHERS

E-15

NOTE:

EOR TO DETERMINE WELD

SIZE/LENGTH TO TRANSFER

DIAPHRAGM SHEAR AND/OR

Nu FORCE AS WELL 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.



SEE NOTE

JO

IS

T

SE

AT

E-15

1"

D31

JOIST GIRDER POCKET

AT PANEL JOINT

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

P-08C

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

P-08C

P-03

8"

E-1

5 B

RID

GIN

G P

LA

TE

1'-2"JT1'-2"

1/4

1'-6"EQ EQ

GR

ID

ER

SE

AT

JOIST GIRDER, BY OTHERS

4

EOR TO INFORM ATMI OF

ANY EXCEPTIONS TAKEN

D32

JOIST GIRDER POCKET

AT PANEL JOINT

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

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D32


STANDARDS

01/09/2017

0

ATMI



3"

6"

3"

6"

6"

5

1

2

"

1

2

"

P-12

(4) #4 REBAR

OF

JOIST BRG

EMBED DESCRIPTION

P-12 L6x6x1/2 w/ 1/2"Øx6" HS @ 12"

JOIST, BY OTHERS

D36

BEARING ANGLE

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

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D36


STANDARDS

01/09/2017

0

ATMI



1"

1"

3"

1'-0

"6

"6

"

BEARING SUPPORT SUPPLIED

& INSTALLED BY OTHERS

EMBED DESCRIPTION

P-17 PL3/8"x1'-0"x8" w/ (6)1/2"Øx4" HS

(4) #4 REBAR

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.

P-17, AS REQUIRED

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D37


STANDARDS

01/12/2018

1

ATMI



3"

6"

6"

3

3

4

"

P-10

OF

DECK BRG

EMBED DESCRIPTION

P-10 L4x3x1/4 w/ 1/2"Øx4" HS @ 18"

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



2"

6"

6"

BEARING SUPPORT SUPPLIED

& INSTALLED BY OTHERS

P-03 @ 4'-0" UNO BY EOR

EMBED DESCRIPTION

P-03 PL3/8"x8"x8" w/ (4)1/2"Øx4" HS

(4) #4 REBAR

DECK BRG

2"

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



EMBED DESCRIPTION

P-30 JVI VECTOR CONNECTOR

E-40 PL1/2"x1"x3"

MAX, PER JVI

RECOMMENDATIONS 1/42 1/2

OF

P-30

1"

E-40

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

3

1

2

"

1

2

"

P-07

1/2" RECESS,

BOTH SIDES OF EJ

E-52

1/4 21/4 2

1

2

"

1'-8

" S

OL

ID

1'-8" SOLID

6" SOLID ALONG ENTIRE

PANEL EDGE AT EJ

EMBED DESCRIPTION

P-07 L6x4x1/2x0'-8" w/ (2) 1/2"ØX 4" HS &

(2) 5/8"Øx 1'-6" DBA

E-52 PL1/2"x2"x8"

D45

EXPANSION JOINT

ALIGNMENT CONNECTION

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

EDGE OF INSULATION, TYP

NOTE:

STANDARD DETAIL ALLOWS FOR

MAXIMUM 3" EXPANSION JOINT.

2"

2"

3

1

2

"

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D45


STANDARDS

03/03/2017 12/08/2017

1

ATMI

1

2

" R

EC

ES

S

EMBED DESCRIPTION

P-07 L6x4x1/2x0'-8" w/ (2) 1/2"ØX 4" HS &

(2) 5/8"Øx 1'-6" DBA

E-12 PL1/2"x4"x6"

OF

E-12

P-07

1 1/4" RETURNS

1/4 6

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

EMBED DESCRIPTION

P-13 L4x3x3/8x0'-8" w/ (2) 1/2"ØX 4" HS &

(1) #6x 5'-3" BENT REBAR

E-49 PL1"x1 1/4"x0'-7"

OF

2" R

EC

ES

S

E-49

P-13

1/4 6

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

EMBED DESCRIPTION

P-09 PL3/8"x6"x8" w/ (4) 1/2"ØX 4" HS & (2)

1/2"Øx 2'-6" DBA

E-25 L4x4x3/8x0'-4"

OF

OF

6"

1

1

4

"

3

4

"

1

1

4

"

6"

P-09, 1/2" RECESS

2" RETURNS

1/4 4

P-09, 1/2" RECESS

E-25

D50

MITER CORNER

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

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D50


STANDARDS

01/09/2017

0

ATMI



EMBED DESCRIPTION

P-09 PL3/8"x6"x8" w/ (4) 1/2"ØX 4" HS & (2)

1/2"Øx 2'-6" DBA

E-25 L4x4x3/8x0'-4"

OF

OF

6"

1'-8

" X

1

'-8

"

IN

SU

LA

TIO

N H

OL

D

6"

PANEL

THICKNESS -1"

P-09, 1/2" RECESS

1/4

P-07, 1/2" RECESS

E-25

2" RETURNS

4

P-07 L6x4x3/8x0'-8" w/ (2) 1/2"ØX 4" HS &

(2) 5/8"Øx 1'-6" DBA

D51

OUTSIDE BUTT CORNER

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

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D51


STANDARDS

01/09/2017

0

ATMI



EMBED DESCRIPTION

E-12 PL1/2"x4"x6"

OF

OF

JT

1/4

P-07, 1/2" RECESS

E-12

2" RETURNS

4

P-07 L6x4x3/8x0'-8" w/ (2) 1/2"ØX 4" HS &

(2) 5/8"Øx 1'-6" DBA

6"

P-07, 1/2" RECESS

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

OL

D

D52

INSIDE BUTT CORNER

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

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D52


STANDARDS

01/09/2017

0

ATMI



EMBED DESCRIPTION

P-09 PL3/8"x6"x8" w/ (4) 1/2"ØX 4" HS & (2)

1/2"Øx 2'-6" DBA

E-25 L4x4x3/8x0'-4"

OF

P-07 L6x4x3/8x0'-8" w/ (2) 1/2"ØX 4" HS &

(2) 5/8"Øx 1'-6" DBA

OF

6"6"

OVERLAP -1"

P-09, 1/2" RECESS

1/4

P-07, 1/2" RECESS

E-25

2" RETURNS

4

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



EMBED DESCRIPTION

P-03D PL3/8"x8"x8" w/ (4) 1/2"ØX 4" HS

& (2) 1/2"Øx 2'-6" DBA

ROSCOE 1/2"Øx0'-6" A706 WELDABLE REBAR

1"

8"

P-03D

ROSCOE

4

OF OF

1

2

" JT

D54

HIDDEN PANEL CONNECTION

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

P-03D

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D54


STANDARDS

01/09/2017

0

ATMI



6"

5"

8"

10

"

SHIMS,

AS REQUIRED

E-30

2"4"

1'-5

"

(4

) #

4 R

EB

AR

3"

4"

1"

JT

EMBED DESCRIPTION

P-07

P-06

L6x4x1/2x0'-8" w/ (2)1/2"ØX4" HS &

(2)5/8"ØX18" DBA

HSS8x4x0.25x1'-2" w/(4)#4X 3'-6" REBAR

E-30 HSS6x3x0.375x1'-7" w/(2)3"x3"x3/4" PLATE

4"X4" STEEL SHIMS

OF

11"

#5 BARS

(1)T & (1)B

SUPPORT

PANEL

SPANDREL

PANEL

6"

D60

SPANDREL SUPPORT

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

(3) #4 HAIRPINS

A

B

A

VIEW A

B

VIEW B

P-06

P-07

OF

6"

4" 2"

8"

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D60


STANDARDS

01/09/2017 11/14/17

1

ATMI



8"

5"

8"

1'-0

"

E-31

2"4"

1'-7

"

(4

) #

4 R

EB

AR

3"

4"

1"

EMBED DESCRIPTION

P-07

P-23

L6x4x1/2x0'-8" w/ (2)1/2"ØX4" HS &

(2)5/8"ØX18" DBA

HSS10x4x0.25x1'-2" w/(4)#6X 5'-0" REBAR

E-31 HSS8x3x0.375x1'-7" w/(2)3"x3"x3/4" PLATE

4"X4" STEEL SHIMS

OF

11"

#5 BARS

(1)T & (1)B

JT SUPPORT

PANEL

SPANDREL

PANEL

6"

D61

HEAVY

SPANDREL SUPPORT

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

SHIMS,

AS REQUIRED

P-23

(5) #4 HAIRPINS

P-07

OF

A

B

A

VIEW A

B

VIEW B

6"

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D61


STANDARDS

01/09/2017 11/14/17

1

ATMI

EMBED DESCRIPTION

P-32

P-29

E-37

JVI NOTCHED STRAP NS09

PSA SLOTTED INSERT MN62J BY JVI

HSS8x4x0.25x1'-8" w/(4) #4 x 3'-2" REBAR

4" x 4" STEEL SHIMS

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

TYP

1/4 2

1

1

2

" MIN

3

1

2

" MAX

T

u,bot

T

u,top

T/BRG

SEE TABLE

1" SHIM

4"x4" STEEL SHIMS

PANEL

BEYOND

X

X

VIEW AA

P-29

E-37

X

X

VIEW BB

TUBE HAUNCH

DESIGN/INSTALL

BY OTHERS

6" MIN

P-32

1"

T/BRG

T

u,top

P

u

"LC" REFERS TO CONTROLLING, ULTIMATE LEVEL LOAD

COMBINATION PER ASCE 7, SECTION 2.3.2

T

u,bot

LOADS IMPOSED BY PRECAST ON COLUMN

LC

+XX'-XX" XXX kips XX.X kips XX.X kips (#)

XXX kips XX.X kips XX.X kips (#)


ELEV

X/XXX

+XX'-XX"

+XX'-XX"

XXX kips XX.X kips XX.X kips (#)+XX'-XX"



X/XXX

X/XXX

X/XXX

X/XXX

X/XXX

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D62A


STANDARDS

12/11/2018

0

ATMI


T/BRG

T

u,top

P

u



T

u,bot


LC




ELEV

X/XXX

+XX'-XX"

+XX'-XX"




X/XXX

X/XXX

X/XXX

X/XXX

X/XXX

EMBED DESCRIPTION

P-33

P-29

E-37



HSS8x4x0.25x1'-8" w/(4) #6 x 4'-6" REBAR

4" x 4" STEEL SHIMS

AA

D62B


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

T/PC

1'-0

"

MIN

SEE ELEVATIONS

AA

BB BB

P

u

HEAVY-DUTY

1'-0

"

MIN

T/COLUMN

SEE STRUCT. DWGS

TYP

1/4 2

T/BRG

SEE TABLE

1

1

2

" MIN

3

1

2

" MAX

T

u,bot

T

u,top

1" SHIM

4"x4" STEEL SHIM

PANEL

BEYOND

X

X

VIEW AA

P-29

E-37

X

X

VIEW BB

TUBE HAUNCH

DESIGN/INSTALL

BY OTHERS

6" MIN

P-33

1"

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D62B


STANDARDS

12/11/2018

0

ATMI


T/BRG

T

u,top

P

u



T

u,bot


LC




ELEV

X/XXX

+XX'-XX"

+XX'-XX"




X/XXX

X/XXX

X/XXX

X/XXX

X/XXX

EMBED DESCRIPTION

P-32

P-29

E-37



HSS8x4x0.25x1'-8" w/(4) #4 x 3'-2" REBAR

4" x 4" STEEL SHIMS

AA

D62C


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

TYP

1/4 2

T/BRG

SEE TABLE

1

1

2

" MIN

3

1

2

" MAX

T

u,top

PANEL

BEYOND

T

u,bot

1" SHIM

4"x4" STEEL SHIM

X

X

VIEW AA

P-29

E-37

BY

OTHERS

X

X

VIEW BB

TUBE HAUNCH

DESIGN/INSTALL

BY OTHERS

P-32

1"

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D62C


STANDARDS

12/11/2018

0

ATMI

T/BRG

T

u,top

P

u



T

u,bot


LC




ELEV

X/XXX

+XX'-XX"

+XX'-XX"




X/XXX

X/XXX

X/XXX

X/XXX

X/XXX

EMBED DESCRIPTION

P-33

P-29

E-37



HSS8x4x0.25x1'-8" w/(4) #6 x 4'-6" REBAR

4" x 4" STEEL SHIMS

AA

D62D


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

T/PC

1'-0

"

MIN

SEE ELEVATIONS

AA

BB BB

P

u

HEAVY-DUTY

1'-0

"

MIN

T/COLUMN

SEE STRUCT. DWGS

TYP

1/4 2

T/BRG

SEE TABLE

PANEL

BEYOND

T

u,bot

T

u,top

1" SHIM

4"x4" STEEL SHIM

1

1

2

MIN

3

1

2

" MAX

X

X

VIEW AA

P-29

E-37

BY

OTHERS

X

X

VIEW BB

TUBE HAUNCH

DESIGN/INSTALL

BY OTHERS

P-33

1"

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D62D


STANDARDS

12/11/2018

0

ATMI

T/BRG

T

u,top

P

u



T

u,bot


LC




ELEV

X/XXX

+XX'-XX"

+XX'-XX"




X/XXX

X/XXX

X/XXX

X/XXX

X/XXX

EMBED DESCRIPTION

P-32

P-29

E-37



HSS8x4x0.25x1'-8" w/(4) #4 x 3'-2" REBAR

4" x 4" STEEL SHIMS

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

1" SHIM

AA

BB BB

TYP

1/4 2

P

u

T

u,bot

T

u,top

4"x4" STEEL SHIM

SEE TABLE

VIEW AA

X

E-37

P-29

X

PC

JO

IN

T

VIEW BB

X

TUBE HAUNCH

DESIGN/INSTALL

BY OTHERS

X

PC

JO

IN

T

P-32

1"

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D63A


STANDARDS

12/11/2018

0

ATMI

T/BRG

T

u,top

P

u



T

u,bot


LC




ELEV

X/XXX

+XX'-XX"

+XX'-XX"




X/XXX

X/XXX

X/XXX

X/XXX

X/XXX

EMBED DESCRIPTION

P-33

P-29

E-37



HSS8x4x0.25x1'-8" w/(4) #6 x 4'-6" REBAR

4" x 4" STEEL SHIMS

AA

T/PC

T/COLUMN

T/BRG

SEE STRUCT. DWGS

1

1

2

" MIN

3

1

2

" MAX

1'-0"

MIN

SEE ELEVATIONS

1" SHIM

AA

BB BB

TYP

1/4 2

P

u

T

u,bot

T

u,top

4"x4" STEEL SHIM

D63B


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

HEAVY-DUTY

SEE TABLE

1'-0"

MIN

VIEW AA

X

E-37

P-29

X

PC

JO

IN

T

VIEW BB

X

TUBE HAUNCH

DESIGN/INSTALL

BY OTHERS

X

PC

JO

IN

T

P-33

1"

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D63B


STANDARDS

12/11/2018

0

ATMI


T/BRG

T

u,top

P

u



T

u,bot


LC




ELEV

X/XXX

+XX'-XX"

+XX'-XX"




X/XXX

X/XXX

X/XXX

X/XXX

X/XXX

EMBED DESCRIPTION

P-32

P-29

E-37



HSS8x4x0.25x1'-8" w/(4) #4 x 3'-2" REBAR

4" x 4" STEEL SHIMS

AA

D63C


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

1" SHIM

TYP

1/4 2

4"x4" STEEL SHIM

SEE TABLE

VIEW AA

X

X

PC

JO

IN

T

BY OTHERS

E-37

P-29

X

X

PC

JO

IN

T

VIEW BB

TUBE HAUNCH

DESIGN/INSTALL

BY OTHERS

P-32

1"

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D63C


STANDARDS

12/11/2018

0

ATMI

T/BRG

T

u,top

P

u



T

u,bot


LC




ELEV

X/XXX

+XX'-XX"

+XX'-XX"




X/XXX

X/XXX

X/XXX

X/XXX

X/XXX

EMBED DESCRIPTION

P-33

P-29

E-37



HSS8x4x0.25x1'-8" w/(4) #6 x 4'-6" REBAR

4" x 4" STEEL SHIMS

AA

D63D


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

AA

BB BB

P

u

T

u,bot

T

u,top

1" SHIM

TYP

1/4 2

4"x4" STEEL SHIM

HEAVY-DUTY

SEE TABLE

1'-0

"

MIN

VIEW AA

X

X

PC

JO

IN

T

BY OTHERS

E-37

P-29

X

X

PC

JO

IN

T

VIEW BB

TUBE HAUNCH

DESIGN/INSTALL

(BY OTHERS)

P-33

1"

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D63D


STANDARDS

12/11/2018

0

ATMI


OF

1

2

"

1

2

" D

RA

FT

1

2

" D

RA

FT

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"

(HORIZONTAL SHOWN, VERTICAL SIMILAR)

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D66


STANDARDS

01/09/2017

0

ATMI



OF

6"

INSULATION

HOLD AT

EXPOSED EDGES

CAULK CORNER

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

"

2

1

2

"

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

"

4

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

"R

O2

'-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


3"

6"

3"

6"

6"

5

1

2

"

P-12

(4) #4 REBAR

OF

EMBED DESCRIPTION

P-12 L6x6x1/2 w/ 1/2"Øx6" HS @ 12"

T/ FLR

PL

AN

K

TO

PP

IN

G

BY

O

TH

ER

S

5"

EMBED

E-12 PL1/2"x4"x6"

P-03

D80

PLANK BEARING ANGLE

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

1" JT

E-12

P-03

1/4 4

1/4 4

2" RETURNS

6"

PL3/8"x8"x8" w/ (4) 1/2"ØX 4" HS

1

8

" C

ON

T.

BR

G S

TR

IP

1/8"x CONTINUOUS BEARING STRIP

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D80


STANDARDS

01/09/2017 12/08/17

1

ATMI



1" JT

P-17

(4) #4 REBAR

EMBED DESCRIPTION

P-17

T/ FLR

PL

AN

K

TO

PP

IN

G

BY

O

TH

ER

S

E-12

P-03

EMBED

E-12 PL1/2"x4"x6"

1/4 4

1/4 4

1"

1"

3"

9"

6"

BEARING STEEL & 1/8" BEARING STRIP

SUPPLIED & INSTALLED BY OTHERS

PL3/8"x1'-0"x8" w/ (6)1/2"Øx4" HS

D81

PLANK BEARING EMBED

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

2" RETURNS

6"

5"

6"

P-03 PL3/8"x8"x8" w/ (4) 1/2"ØX 4" HS

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D81


STANDARDS

01/09/2017 12/08/17

1

ATMI



3"

6"

3"

6"

5

1

2

"

P-12

(4) #4 REBAR

OF

EMBED DESCRIPTION

P-12 L6x6x1/2 w/ 1/2"Øx6" HS @ 12"

T/ PLANK

PL

AN

K

3"

E-12

P-11

EMBED

E-12 PL1/2"x4"x6"

1/4 2

1"

6"

P-11 L4x3x1/4 w/ 1/2"Øx4" HS @ 16"

D82

PLANK BEARING T/PRECAST

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

1

8

" C

ON

T.

BR

G S

TR

IP

1/8"x CONTINUOUS BEARING STRIP

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D82


STANDARDS

01/09/2017

0

ATMI



PL

AN

K

OF

P-29

1/4 2

STRAP

JVI MN62 PSA SLOTTED INSERT

(GREEN CAP)

EMBED DESCRIPTION

P-29

JVI PSA NOTCHED STRAP (NS13)STRAP

1"

T/PLANK

EMBED IN GROUTED CORE,

BY OTHERS

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

0

ATMI



T/SLAB

1/4

P-07, 1/2" RECESS, SEE PLAN FOR SPACING

E-12

6"

2" RETURNS

4

UTILITY ROOM

INTERIOR

SL

AB

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

3/4" CHAMFER TYP AT ALL EXPOSED

PRECAST EDGES OF UTILITY ROOM

P-07, 1/2" RECESS, SEE PLAN FOR SPACING

D90

UTILITY ROOM SLAB BEARING

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

EMBED DESCRIPTION

E-12 PL1/2"x4"x6"

P-07 L6x4x3/8x0'-8" w/ (2) 1/2"Øx4" HS &

(2)5/8"Øx 1'-6" DBA

PAD 1/2" x 4" x 4'-0" HDP BEARING STRIP

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D90


STANDARDS

01/09/2017

0

ATMI



EMBED DESCRIPTION

P-07 L6x4x3/8x0'-8" w/ (2) 1/2"ØX 4" HS &

(2) 5/8"Øx 1'-6" DBA

T/SLAB

SL

AB

TH

K

1

2

"

NOTE:

STAGGER CONNECTION

ALONG TOP OF WALL ON

BOTH FACES

1/4

2" RETURNS

4

P-07, 1/2" RECESS

E-25

P-03, 1/2" RECESS

3/4" CHAMFER, TYP. AT ALL EXPOSED

PC EDGES OF UTILITY ROOM

P-03 PL3/8"x8"x8" w/ (4) 1/2"ØX 4" HS

E-25 L4x4x3/8x0'-4

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

E-25


REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D91


STANDARDS

01/09/2017

0

ATMI



EMBED DESCRIPTION

T/SLAB

SL

AB

TH

K

1"

1/4

2" RETURNS

4

E-45

P-03, 1/2" RECESS

P-03 PL3/8"x8"x8" w/ (4) 1/2"ØX 4" HS

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"

NOTE:

(2) CONNECTIONS (MIN.) PER

WALL AT 2'-0" O.C. FROM EDGE

AND 10'-0" MAXIMUM SPACING.

E-45 L8x4x1/2x0'-4 w/ 1 1/16"Øx2 1/2"

VERTICAL SLOTTED HOLE

BOLT 1"Ø x 2" NC THREADED BOLT

P-03A PL3/8"x8"x8" w/ (4) 1/2"ØX 4" HS &

(1) 1"Ø x 6" FERRULE LOOP

P-03A

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D92


STANDARDS

01/09/2017

0

ATMI



EMBED DESCRIPTION

E-12

P-03 PL3/8"x8"x8" w/ (4) 1/2"ØX 4" HS

PL1/2"x4"x6"

T/SLAB

SL

AB

TH

K

6"

1

2

"

1/4

2" RETURNS

4

E-12

P-03, 1/2" RECESS

3/4" CHAMFER TYP AT ALL

EXPOSED PRECAST EDGES

OF UTILITY ROOM

NOTE:

(2) CONNECTIONS PER SLAB 2'-0" MINIMUM

(IN DIRECTION OF SPAN) FROM SLAB EDGE

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



3"

6"

3"

6"

1"

1

2

" JT

P-12

(4) #4 REBAR

OF

T/SLAB

EMBED DESCRIPTION

5"

6"

5

1

2

"

SL

AB

TH

K

E-12

P-03

1/4

2" RETURNS

4

1/4 4

P-12 L6x6x1/2 w/ (2) 1/2"Øx6" HS @ 12"

P-03 PL3/8"x8"x8" w/ (4) 1/2"ØX 4" HS


E-12 PL1/2"x4"x6"

6"

D94

UTILITY ROOM SLAB

BEARING DETAIL

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

PAD, (1) AT EACH CORNER

REVISED:ISSUED:

TITLE:

PROJECT:

BY:

D94


STANDARDS

01/09/2017

0

ATMI



standard shop drawing details 01/15/2019 · outside face top edge of stem walls to reduce chipping...

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