items of information - design criteria ioi guideline… · expansion joints (ej’s should occur in...
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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
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
EXPANDED POLYSTYRENE (EPS) INSULATION
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
EXPANDED POLYSTYRENE (EPS) INSULATION
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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"
HEIGHT = BEAM DEPTH + 4"
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
SHOP DRAWING DETAILS
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"
HEIGHT = BEAM DEPTH + 4"
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
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
SHOP DRAWING DETAILS
STANDARDS
12/11/2018 04/29/2019
1
ATMI
LOADS IMPOSED BY PRECAST TO
STRUCTURAL STEEL TO BE PROVIDED ON
SHOP DRAWINGS FOR DESIGN AND
COORDINATION BY GC/EOR.
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
SHOP DRAWING DETAILS
STANDARDS
12/11/2018 04/29/2019
1
ATMI
LOADS IMPOSED BY PRECAST TO
STRUCTURAL STEEL TO BE PROVIDED ON
SHOP DRAWINGS FOR DESIGN AND
COORDINATION BY GC/EOR.
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
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
SHOP DRAWING DETAILS
STANDARDS
01/09/2017 08/15/2018
1
ATMI