12-11 - S4-2 - FRAMING DETAILS.pdf
PDF 119 KB Posted
- Solicitation number
- RFP260305
- Issued by
- Hart County, Kentucky
About this file
This is a set of record framing detail drawings prepared by Brown & Kubican, PSC for the Commonwealth of Kentucky Finance and Administration Cabinet, Department for Facilities Management, Division of Engineering. The drawings document structural framing specifications for the Gateway Urban Campus located at 438-440 Scott Street in Covington, Kentucky. The document contains thirteen detailed sections (S4.2 A through S4.2 N) at a scale of 3/4" = 1'-0", illustrating connections and construction methodologies for floor joists, steel beam installations, temporary shoring requirements, firestop construction, and stair framing systems. Key construction elements include the protection of existing hardwood flooring during construction, the installation of steel beams with wood shims and adhesive anchors, the use of Simpson LUS310 metal connectors for joist fastening, and coordination requirements with stair framing systems designed by the stair supplier. The drawings reference architectural drawings for rated shaft wall construction, fire-rated landing closures, and mechanical unit installations. All sections specify field verification of elevations and provide detailed notes regarding material specifications, fastening methods using A307 and A325-N bolts, and blocking requirements spaced at 8-foot on-center maximum intervals.
The record drawings were approved for program concept only and dated January 6, 2014, with engineering division review and authorization documented as of December 18, 2015. The drawings acknowledge that the record documents were prepared in part on information compiled and furnished by others, with the engineers noting non-responsibility for errors or omissions resulting from erroneous information provided by third parties. No pricing, funding sources, or contractual terms are specified within the technical framing details document.
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Text version
EX WOOD
FLOOR JOIST
EX HARDWOOD FLOORING
PROTECT FROM DAMAGE DURING
CONSTRUCTION
2x12 BLOCKING BETWEEN
EACH CUT FLOOR JOIST
STEEL BEAM
SEE PLAN
CUT EX JOISTS TO BE FLUSH
W/ EDGE OF CONT 2x PLATE
CONT 2x6 WOOD PLATE
FASTEN TO BEAM PER DET G/S3.1
SEE ARCH DWGS FOR
RATED SHAFT WALL CONSTRUCTION
TYP
SEE ARCH DWGS FOR REQUIRED
FIRESTOP CONSTRUCTION AT EACH SPACE
STAIR FRAMING SYSTEM &
SUPPORT CONNECTIONS
TO BE DESIGNED BY STAIR SUPPLIER
STEEL BEAM
SEE PLAN
PROVIDE WOOD SHIM AS
REQUIRED TO CREATE
BEARING
FINISHED THIRD FLOOR
FIELD VERIFY ELEV
F.
V.
F.
V.
C O
O R
D
IN
AT
E
W / S
TA
IR
F R
AM
IN
G C
O N
ST
R
U C
TI
O
N
FASTEN JOIST TO CONT WOOD PL
W/ (3) 8d TOE NAILS
EX WOOD
FLOOR JOIST
EX HARDWOOD FLOORING
PROTECT FROM DAMAGE DURING
CONSTRUCTION
STEEL BEAM
SEE PLAN
SEE ARCH DWGS FOR
RATED SHAFT WALL CONSTRUCTION
TYP
SEE ARCH DWGS FOR REQUIRED
FIRESTOP CONSTRUCTION AT EACH SPACE
SHORE & CUT EX WOOD JOIST
FASTEN TO NEW SUPPORT W/
SIMPSON LUS310 METAL CONNECTOR
ADD SHIMS TO SIDE OF JOIST AT
CONNECTOR TO CREATE TIGHT FIT
N O
TC
H
2" M
AX
S-3.0 SLAB
CONSTRUCTION
3" E.O.S.
CONT L3x3x1/4
FINISHED THIRD FLOOR
FIELD VERIFY ELEV
CONT (2) 2x12
BEAR ON BOT BEAM FLANGE
BEVEL BOT OF INSIDE MEMBER
TO AVOID CONFLICT W/ STEEL
BEAM RADIUS
1/2"ø A307 THRU BOLTS
(W/ WASHERS) @ 12" O.C.
STAGGER TOP & BOT
3/16 2-16 6"
1/
2"
TEMPORARY SHORING
BY CONTRACTOR
SEE NOTES ON S1.1
FOR REQUIREMENTS
EX WOOD FLOOR JOIST
TYP
EX HARDWOOD FLOORING
PROTECT FROM DAMAGE DURING
CONSTRUCTION
SEE ARCH DWGS FOR
RATED SHAFT WALL CONSTRUCTION
TYP
SEE ARCH DWGS FOR REQUIRED
FIRESTOP CONSTRUCTION AT BEAM FACE
CONT L3x3x1/4
(FOR EXTENT OF LANDING)
STEEL BEAM
SEE PLAN
TYP
S-3.0 SLAB
CONSTRUCTION
FINISHED THIRD FLOOR
FIELD VERIFY ELEV
3/16 2-12
3" E.O.S.
NEW LVL SUPPORT
ALONG FLOOR EDGE
SEE PLAN
2x12 BLOCKING SPACED
TO MATCH EX JOIST
BRIDGING LOCATIONS
(8' O.C. MAX)
EX HARDWOOD FLOORING
PROTECT FROM DAMAGE DURING
CONSTRUCTION
SEE ARCH DWGS FOR
RATED SHAFT WALL
CONSTRUCTION
TYP
STEEL BEAM
SEE PLAN
FINISHED THIRD FLOOR
FIELD VERIFY ELEV3"
EX WOOD FLOOR JOIST
TYP
SEE ARCH DWGS FOR REQUIRED
FIRESTOP CONSTRUCTION AT BEAM FACE
NEW LVL SUPPORT
ALONG FLOOR EDGE
SEE PLAN
2x12 BLOCKING SPACED
TO MATCH EX JOIST
BRIDGING LOCATIONS
(8' O.C. MAX)
1/2"øx6" EMBED
ADHESIVE ANCHORS
@ 24" O.C.
STAGGER TOP & BOT
2" 3"
S-3.0 SLAB
CONSTRUCTION
MATCH EX FINISHED FLOOR
FIELD VERIFY ELEV
SEE DET
L/S3.1
STEEL BEAM
SEE PLAN
TYP
EX LOAD BEARING
MASONRY WALL
2"
1/2"øx6" EMBED
ADHESIVE ANCHORS
@ 16" O.C. (MAX)
MIN (3) PER MEMBER
S-3.0 SLAB
CONSTRUCTION
MATCH EX FINISHED FLOOR
FIELD VERIFY ELEV
STEEL BEAM
SEE PLAN
TYP
EX LOAD BEARING
MASONRY WALL
EX WOOD
FLOOR JOIST
TYP
EX HARDWOOD FLOORING
PROTECT FROM DAMAGE DURING
CONSTRUCTION
STEEL BEAM
SEE PLAN
SEE ARCH DWGS FOR
RATED SHAFT WALL CONSTRUCTION
TYP
SEE ARCH DWGS FOR REQUIRED
FIRESTOP CONSTRUCTION AT BEAM FACE
TYP
STEEL BEAM
SEE PLAN
SEE ARCH DWGS FOR
FIRE RATED LANDING CLOSURE
(RESTROOM CEILING)
EX SUB-FLOOR
WOOD SHEATHING
NEW CONT 2x
RIP TO FIT TIGHT BETWEEN
FLOORING LAYERS
(WHERE / IF APPLICABLE)
3"
STAIR FRAMING SYSTEM &
SUPPORT CONNECTIONS
TO BE DESIGNED BY STAIR SUPPLIER
FINISHED SECOND FLOOR
FIELD VERIFY ELEV
F.
V.
C O
O R
D
IN
AT
E
W / S
TA
IR
F R
AM
IN
G C
O N
ST
R
U C
TI
O
N
NEW 2x SUPPORT
ALONG FLOOR EDGE
SEE PLAN
2x12 BLOCKING SPACED
TO MATCH EX JOIST
BRIDGING LOCATIONS
(8' O.C. MAX)
EX WOOD
FLOOR JOIST
TYP
EX HARDWOOD FLOORING
PROTECT FROM DAMAGE DURING
CONSTRUCTION
STEEL BEAM
SEE PLAN
SEE ARCH DWGS FOR
RATED SHAFT WALL CONSTRUCTION
TYP
SEE ARCH DWGS FOR REQUIRED
FIRESTOP CONSTRUCTION AT EACH SPACE
SHORE & CUT EX WOOD JOIST
FASTEN TO NEW SUPPORT W/
SIMPSON LUS310 METAL CONNECTOR
ADD SHIMS TO SIDE OF JOIST AT
CONNECTOR TO CREATE TIGHT FIT
CONT (2) 2x12
BEAR ON BOT BEAM FLANGE
BEVEL BOT OF INSIDE MEMBER
TO AVOID CONFLICT W/ STEEL
BEAM RADIUS
1/2"ø A307 THRU BOLTS
(W/ WASHERS) @ 12" O.C.
STAGGER TOP & BOT
6" 2 1/
2"
FINISHED SECOND FLOOR
FIELD VERIFY ELEV3"
TEMPORARY SHORING
BY CONTRACTOR
SEE NOTES ON S1.1
FOR REQUIREMENTS
EX WOOD FLOOR JOIST
TYP
EX HARDWOOD FLOORING
PROTECT FROM DAMAGE DURING
CONSTRUCTION
SEE ARCH DWGS FOR
RATED SHAFT WALL CONSTRUCTION
TYP
SEE ARCH DWGS FOR REQUIRED
FIRESTOP CONSTRUCTION AT BEAM FACE
CONT L3x3x1/4
FINISHED SECOND FLOOR
FIELD VERIFY ELEV
S-3.0 SLAB
CONSTRUCTION
SEE DET
L/S3.1
STEEL BEAM
SEE PLAN
TYP
3/16 2-16
NEW 2x SUPPORT
ALONG FLOOR EDGE
SEE PLAN
2x12 BLOCKING SPACED
TO MATCH EX JOIST
BRIDGING LOCATIONS
(8' O.C. MAX)
3"
1'
4"
(4) #5 CONT
ADHESIVE DOWEL 6" INTO
EX MASONRY WALL
(2) DOWELS INTO FAR FACE
(2) DOWELS INTO NEAR FACE
TYPICAL, TOP & BOT
#3 ERECTION BARS
@ 24" O.C.
TOP & BOT
EX MASONRY BEARING WALL
(POCKET WALL FOR CONC BEAM
AND W10 BEAM INSTALLATION)
CONCRETE BEAM 3'-2" LONG
SEE PLAN FOR POSITIONING
5"
F.V.
1' - 0" ±
#3 TIES @ 12" O.C. (3 TIES MIN)
ADHESIVE EMBED EA LEG
8" INTO EX WALL
POSITION TIES TO AVOID CONFLICT
W/ COLUMN ANCHORS
MATCH EX FINISHED SECOND FLOOR
FIELD VERIFY ELEV
BEAM BEYOND NOT SHOWN
FOR CLARITY
STEEL BEAM
SEE PLAN
TYP
S-3.0 SLAB CONSTRUCTION
EX HARDWOOD FLOORING
PROTECT FROM DAMAGE DURING
CONSTRUCTION
CONT WT3x7.5
3/16 2-16
3" E.O.S.
CONT WOOD SHIM
SIZE TO FILL GAP
EX FLOOR JOIST
TYP
TACK WELD BOLT HEADS
TO PREVENT ROTATION
SEE ARCH DWGS FOR REQUIRED
FIRESTOP CONSTRUCTION
EX MASONRY BEARING WALL
(BEYOND)
STEEL COLUMN
SEE PLAN
BOTTOM OF BEAM
ELEV = (+10'-4")
5/16" WEB STIFFNER
EA SIDE OF WEB
STEEL BEAM
SEE PLAN
STEEL CHANNEL REINFORCEMENT
FOR EX WOOD GIRDER
EXTEND 1 1/2" BEYOND CENTERLINE
OF W BEAM MEMBER ABOVE
SEE PLAN, TYP
HANGER PL 5/16x4x1'-3"
CENTERED ABOUT W BEAM
W/ (3) 3/4"ø A325-N BOLTS
TYP AT EA CHANNEL
STIFF PL 5/16x2
ALIGN W/ W BEAM WEB
3/16
TYP
EX WOOD GIRDER NOT SHOWN
CUT GIRDER SHORT OF CHANNEL
SUPPORT CONNECTION
SUPPORT (BOLT) END OF WOOD GIRDER AS IF
IT WAS AT A COLUMN LOCATION
SEE DET G/S4.1
S-3.0 SLAB
CONSTRUCTION
MATCH EX FINISHED THIRD FLOOR
FIELD VERIFY ELEV
CONT HSS5x2x1/4
AT FREE LANDING EDGE
RAILING SYSTEM
BY OTHERS
STEEL BEAM
SEE PLAN
2-12
2-12
PROVIDE PLASTIC BODY FILLER OVER
JOINT ON EXPOSED FACE AND SAND
TO CREATE SMOOTH FACE
G
EX WOOD RAFTER
TO REMAIN CONTINUOUS OVER
STEEL BEAM SUPPORT
EX ROOF SHEATHING
NEW 15/32" APA OVERLAY
SHEATHING
SEE MEP & ARCH DWGS FOR
MECHANICAL UNIT, CURB, &
CHASE CONSTRUCTION
SEE ARCH DWGS FOR
NEW ROOF CONSTRUCTION
CONT 2x6 PLATE
ATTACH TO STEEL BEAM
PER DET G/S3.1
STEEL BEAM
SEE PLAN
(BEAM SLOPES TO
MATCH ROOF SLOPE)
2x12 BLOCKING BELOW UNIT
PERIMETER
PROVIDE HARD WOOD SHIMS
AS REQUIRED TO CREATE EX JOIST
BEARING CONDITION
APPROVED FOR PROGRAM CONCEPT ONLY
APPROVED FOR PROGRAM CONCEPT ONLY
DATE
DATE
ENGINEERING
DIVISION OF
AGENCY
AUTHORIZED AGENT
FOR INTENT ONLY
DIV. OF ENGR.
REVIEWED
ENGR. ACCT. NO.
DRAWING NO.
DATE
A&E FILE NO.
CHECKED BY
SHEET DRAWN BY
RECORD DATE
DATEREVISIONS
COMMONWEALTH OF KENTUCKY
FINANCE AND ADMINISTRATION CABINET
DEPARTMENT FOR FACILITIES MANAGEMENT
DIVISION OF ENGINEERING
FRANKFORT, KENTUCKYDK
BSM
470-C5N5-NC11-01
PROFESSIONAL SERVICES CLASSROOM CENTER
RECORD DRAWINGS DATE: 12/18/2015
BROWN & KUBICAN, PSC.
These record drawings have been prepared, in part, on the basis of information compiled and furnished by others. The Engineers has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated as a result of erroneous information provided by others.
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S4.2
FRAMING DETAILS
GATEWAY URBAN CAMPUS
438-440 Scott St., Covington, KY 41011
01/06/14
201114.02
SECTION
3/4" = 1'-0"S4.2
A SECTION
3/4" = 1'-0"S4.2
B SECTION
3/4" = 1'-0"S4.2
C SECTION
3/4" = 1'-0"S4.2
D
SECTION
3/4" = 1'-0"S4.2
E SECTION
3/4" = 1'-0"S4.2
F SECTION
3/4" = 1'-0"S4.2
G SECTION
3/4" = 1'-0"S4.2
H
SECTION
3/4" = 1'-0"S4.2
J SECTION
3/4" = 1'-0"S4.2
K
SECTION
3/4" = 1'-0"S4.2
L
SECTION
3/4" = 1'-0"S4.2
N
SECTION
3/4" = 1'-0"S4.2
M
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