19-10 - S4-1 - FRAMING DETAILS.pdf
PDF 136 KB Posted
- Solicitation number
- RFP260305
- Issued by
- Hart County, Kentucky
About this file
This record drawing document details framing specifications for the Gateway Urban Campus project located at 438-440 Scott Street in Covington, Kentucky, prepared by the Commonwealth of Kentucky Finance and Administration Cabinet, Department for Facilities and Administration, Division of Engineering, in conjunction with the architectural and engineering firm Brown & Kubican, PSC. The drawing sheet S4.1, dated December 18, 2015, provides comprehensive framing details including floor and roof construction systems, structural connections, and reinforcement specifications for a renovation or construction project. The document includes multiple detailed sections (labeled A through S) drawn at 3/4" = 1'-0" scale, illustrating the integration of existing structural elements such as masonry walls, wood floor joists, wood rafters, and wood girders with new construction components including concrete beams, steel beams, steel columns, and wood headers. Key construction elements specified include concrete beam reinforcement with continuous ledger boards, installation of wood sleepers for hardwood flooring support, steel girder reinforcement channels, A307 and A325-N bolt connections, metal joist hangers, and temporary shoring requirements during construction.
The specifications emphasize critical construction quality standards, including proper concrete consolidation to prevent voids and honeycombs in exposed concrete faces, smooth formed and grout-cleaned finishes on all exposed concrete surfaces, and precise installation of hardwood shims to create proper bearing conditions where existing conditions prevent structural members from bearing directly on new steel. The document references multiple related detail drawings and specifications across various sheets, including architectural drawings for floor patches, roof construction, mechanical units, curbs, and chases. Additional notes address field verification requirements, temporary shoring adjustments limited to three inches maximum to ensure levelness between joists, and procedures for managing conflicts between new and existing through-bolts, with notification to the engineer required if conflicts cannot be avoided. The record drawings bear the notation that they were prepared based on information compiled by others and that the engineer is not responsible for errors or omissions resulting from erroneous information provided by third parties.
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Text version
FIELD VERIFY
1' - 7" ±
EX STONE MASONRY WALL
EX WOOD
FLOOR JOIST
TYP
EX HARDWOOD FLOORING
PROTECT FROM DAMAGE DURING
CONSTRUCTION
TYP
INSTALL WOOD SLEEPERS BETWEEN EX JOISTS
AT NEW FLOORING EDGES AND AS REQUIRED TO
ENSURE ALL HARDWOOD FLOORING PIECES ARE
SUPPORTED
SEE ARCH DWGS FOR
FLOOR PATCH CONSTRUCTION
ALONG TOP OF NEW CONC BEAM
CONT CONC BEAM
REINFORCE PER
DET R/S4.1
TEMPORARY SHORING BY CONTRACTOR
SEE NOTES ON S1.1 FOR REQUIREMENTS
TYP
CONC BEAM WIDTH SHALL
MATCH EX WALL WIDTH
NOTES:
1. PROPER CONSOLIDATION OF CONCRETE IS CRITICAL TO ENSURE
HONEYCOMBS, VOIDS, ETC. DO NOT OCCUR IN EXPOSED
CONCRETE FACES.
2. PROVIDE SMOOTH FORMED / GROUT CLEANED FINISH TO ALL
EXPOSED FACE OF CONCRETE BEAM.
3"
2" CLR 2" CLR
2" C
LR
NO CHAMFER
TYP
CONT 1 3/4x14 LVL W/ 5/8"øx4" EMBED EXP
(WEDGE) BOLTS @ 12" O.C. (MAX)
STAGGER TOP & BOT
TYP EA SIDE OF CONC BEAM
CUT EX JOIST CONNECT CUT
JOIST TO LEDGER W/ SIMPSON
U210R METAL CONNECTOR
(USING 10d NAILS)
TYP EA JOIST, EA SIDE OF CONC BEAM
PROVIDE CONT PLASTIC BARRIER
(4 MIL MIN) BETWEEN LVL FACE AND
CONCRETE SURFACE
TRIM TIGHT TO LVL
TYP
NOTE:
AFTER REMOVAL OF UPPER SHORING AND PRIOR
TO FASTENING THE JOIST HANGERS ADJUST
HIEGHT OF TEMPORARY SHORING IN BASEMENT TO
MAXIMIZE LEVELNESS BETWEEN JOISTS ON EACH
SIDE OF CONC BEAM. DO NOT ADJUST ELEVATION
BY MORE THAN 3".
2" 4"
EX HARDWOOD FLOORING
PROTECT FROM DAMAGE DURING
CONSTRUCTION
EX WOOD
FLOOR JOIST
TYP
CONT PRESERVATIVE
TREATED WOOD GIRDER
SEE PLAN FOR MEMBER SIZE
& SPLICE REQUIREMENTS
SIMPSON LCC4.5-3.5
METAL CONNECTOR AT
EACH COLUMN
STEEL COLUMN
SEE SCHEDULE
PROVIDE HARDWOOD
SHIM AS REQUIRED TO
CREATE BEARING
1/8
ATTACH BEAM TO EACH
EX JOIST W/ (2) DIAGONAL
SCREWS AS SHOWN
FIELD VERIFY
1' - 7" ±
EX HARDWOOD FLOORING
PROTECT FROM DAMAGE DURING
CONSTRUCTION
TYP
3"
POCKET CONT CONC BEAM AT COLUMN BASE
FILL POCKET WITH NON-METALLIC, NON-SHRINK
GROUT TO UNDERSIDE OF FLOOR CONSTRUCTION
AFTER STEEL COLUMN INSTALLATION
(AT COLUMN LOCATIONS ONLY)
SEE ARCH DWGS FOR
FLOOR PATCH CONSTRUCTION
ALONG TOP OF NEW CONC BEAM
SEE COLUMN SCHEDULE
FOR BASE PLATE
NOTE:
SEE DET A/S4.1 & B/S3.1 FOR
INFORMATION NOT SHOWN.
EM
BE
D M
EN
T
1'
6" M
IN
A
N C
H O
R
FIELD VERIFY
1' - 7" ±
EX MASONRY WALL
EX WOOD
FLOOR JOIST
TYP
EX HARDWOOD FLOORING
PROTECT FROM DAMAGE DURING
CONSTRUCTION
TYP
TEMPORARY SHORING
BY CONTRACTOR
SEE NOTES ON S1.1
FOR REQUIREMENTS
CONT PL 1/2 x
WALL THICKNESS
(MATCH OUT-TO-OUT
WIDTH OF WALL
INCLUDING FINISH)
3/16 2-16
3/16 2-16
STEEL BEAM
SEE PLAN
TOP OF STEEL
ELEV = +11'-0"
WALL FINISH
TYP
EX WOOD
FLOOR JOIST
TYP
EX HARDWOOD FLOORING
PROTECT FROM DAMAGE DURING
CONSTRUCTION
5"
1"ø A307 THRU BOLT
@ 3'-6" O.C. (MAX)
EX WOOD GIRDER
INSTALL STEEL TIGHT TO
UNDERSIDE OF EX JOISTS
WHERE EX CONDITIONS PREVENT
JOISTS FROM BEARING ON STEEL
(SUCH AS NOTCHES OR UNEVEN
JOISTS) INSTALL HARDWOOD SHIMS
TO CREATE BEARING CONDITION.
STEEL GIRDER REINFORCEMENT CHANNEL
SEE PLAN, TYP
NOTE:
SEE DET G/S4.1 FOR CHANNEL TO
EX WOOD GIRDER BOLTS AT BEAM ENDS.
EX WOOD FLOOR JOIST
TYP
EX HARDWOOD FLOORING
PROTECT FROM DAMAGE DURING
CONSTRUCTION
1" ± 3/4" 1" ± 3/4"
EX WOOD COLUMN
EX WOOD COLUMN CAP
(6) 1"ø A307 THRU BOLTS
EA END OF BEAM
(SEE DETAIL GG FOR SPACING)
TYP
FIELD ADJUST DIM SUCH THAT NEW THRU BOLTS
DO NOT CONFLICT W/ EX VERT THRU BOLTS
SEE NOTE 2. FOR ADDITIONAL INFORMATION
STEEL GIRDER REINFORCEMENT CHANNEL
EACH SIDE OF EX WOOD GIRDER
SEE PLAN, TYP
SEE DET F/S4.1 FOR ADDITIONAL INFORMATION.
IF BOLT CONFLICT CANNOT BE AVOIDED AT BOTH ENDS OF
BEAM, NOTIFY ENGINEER, REMOVE EX VERT THRU BOLT AND
RE-INSTALL AT LOCATION DIRECTED BY ENGINEER. PROVIDE
NEW BOLT TO MATCH EX IF EX BOLT CANNOT BE REUSED.
EX WOOD GIRDER
9 1/2"±W x 11"±D + 1x CONT WOOD TOP PL
EX WOOD COLUMN
EX THRU BOLT
TYP
5" 4" 4" 4" 4" 4"
5" 3"
DETAIL GG
NOTE:
1.
2.
EX WOOD RAFTER
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)
CONT BAND BOARD
CONSTRUCT FROM (2) LAYERS 3/4"
APA SHEATHING CUT TO FIT
TIGHT BETWEEN ROOF SHEATHING
& CONT 2x PLATE
EX WOOD RAFTER
TYP
EX ROOF SHEATHING
NEW 15/32" APA OVERLAY
SHEATHING
SEE ARCH DWGS FOR
NEW ROOF CONSTRUCTION
CONT 2x6 PLATE
ATTACH TO STEEL BEAM
PER DET G/S3.1
STEEL BEAM
SEE PLAN
2x12 BLOCKING @ 48" O.C.
ALIGN ONE SIDE OF
MECH UNIT SUPPORT W/
EX RAFTER LOCATION
SEE PLAN
(OTHERWISE INSTALL
CONTINUOUS BAND
BOARD AND BLOCKING
AS SHOWN IN DET P/S4.1)
3"
1/2" GAP
1 1/2"
7"
(3) 3/4"ø A325-N BOLTS
PL 3/8x7x9
CANTILEVER WHERE
SHOWN IN PLAN
CAP PL 1/2x9x11
(4) 3/4"ø A325-N BOLTS @ 5 1/2"x5 1/2" GAGE
1/4
STEEL COLUMN
SEE SCHEDULE
STEEL BEAM
SEE PLAN
TYP
3/8" STIFF PLATE
EA SIDE OF BEAM WEB
CENTERED OVER COLUMN WEB
(4) 1/2"øx12" EMBED
ADHESIVE ANCHORS
@ 14"x18" GAGE
(OVER COLUMNS ONLY)
SLANT TO WALL INTERIOR
W/ TAPERED WASHERS
5/16
NOTE:
SEE DET D/S4.1 FOR
INFORMATION NOT SHOWN.
9" 9"
EX WOOD
ROOF RAFTER
TYP
STEEL GIRDER REINFORCEMENT CHANNEL
SEE PLAN, TYP
EX ROOF SHEATHING
NEW 15/32" APA OVERLAY
SHEATHING
SEE ARCH DWGS FOR
NEW ROOF CONSTRUCTION
SEE DET P/S3.1
STEEL BEAM
SEE PLAN
STEEL GIRDER REINFORCEMENT CHANNEL
SEE PLAN, TYP
EX ROOF SHEATHING
NEW 15/32" APA OVERLAY
SHEATHING
SEE ARCH DWGS FOR
NEW ROOF CONSTRUCTION
EX WOOD ROOF RAFTER
TYP
1"ø A307 THRU BOLT
@ 3'-6" O.C. (MAX)
EX WOOD GIRDER
INSTALL STEEL TIGHT TO
UNDERSIDE OF EX RAFTERS
WHERE EX CONDITIONS PREVENT
RAFTERS FROM BEARING ON STEEL
(SUCH AS NOTCHES OR UNEVEN
RAFTERS) INSTALL HARDWOOD SHIMS
TO CREATE BEARING CONDITION.
4"
NOTE:
SEE DET M/S4.1 FOR CHANNEL TO
EX WOOD GIRDER BOLTS AT BEAM ENDS.
EX WOOD ROOF RAFTER
TYP
EX WOOD COLUMN
EX WOOD COLUMN CAP
(4) 1"ø A307 THRU BOLTS
EA END OF BEAM
(SEE DETAIL MM FOR SPACING)
TYP
STEEL GIRDER REINFORCEMENT CHANNEL
EACH SIDE OF EX WOOD GIRDER
SEE PLAN, TYP
EX WOOD GIRDER
8"±W x 11"±D
EX THRU BOLT
TYP
5" 4" 4" 4"
4" 3"
DETAIL MM
FIELD ADJUST DIM SUCH THAT NEW THRU BOLTS
DO NOT CONFLICT W/ EX VERT THRU BOLTS
SEE NOTE 2. FOR ADDITIONAL INFORMATION
SEE DET L/S4.1 FOR ADDITIONAL INFORMATION.
IF BOLT CONFLICT CANNOT BE AVOIDED AT BOTH ENDS OF
BEAM, NOTIFY ENGINEER, REMOVE EX VERT THRU BOLT AND
RE-INSTALL AT LOCATION DIRECTED BY ENGINEER. PROVIDE
NEW BOLT TO MATCH EX IF EX BOLT CANNOT BE REUSED.
NOTE:
1.
2.
EX ROOF SHEATHING
NEW 15/32" APA OVERLAY
SHEATHING
SEE ARCH DWGS FOR
NEW ROOF CONSTRUCTION
1" ± 3/4" 1" ± 3/4"
EX WOOD
ROOF RAFTER
STEEL GIRDER REINFORCEMENT CHANNEL
SEE PLAN, TYP
EX ROOF SHEATHING
NEW 15/32" APA OVERLAY
SHEATHING
SEE ARCH DWGS FOR
NEW ROOF CONSTRUCTION
EX WOOD
ROOF GIRDER
CONT WOOD PLATE
SIZE TO FIT TIGHT
SEE ARCH DWGS FOR
ROOF HATCH CONSTRUCTION
EX WOOD ROOF RAFTER
SEE PLAN FOR SIMPSON
METAL CONNECTOR
(FOR SUPPORT OF EX RAFTER)
CONT (2) 2x12
CONNECT TO NEW LVL AT EACH
END W/ SIMPSON LUS210-2 METAL
CONNECTOR
NEW HEADER
SEE PLAN
EX WOOD RAFTER
TYP
EX ROOF SHEATHING
NEW 15/32" APA OVERLAY
SHEATHING
SEE ARCH DWGS FOR
NEW ROOF CONSTRUCTION
CONT 2x6 PLATE
ATTACH TO STEEL BEAM
PER DET G/S3.1
STEEL BEAM
SEE PLAN
SEE MEP & ARCH DWGS FOR
MECHANICAL UNIT, CURB, &
CHASE CONSTRUCTION
2x12 BLOCKING @ 48" O.C.
INSTALL ON BOTH SIDES OF
BAND BOARD OUTSIDE OF
AREA BELOW MECH UNIT
CONT BAND BOARD
CONSTRUCT FROM
(2) LAYERS 3/4" APA
SHEATHING CUT TO
MATCH ADJACENT
EX RAFTERS DEPTH
CENTERED BETWEEN GRIDS
5' - 2" LAP
5' - 2" LAP 5' - 2" LAP
5' - 2" LAP
CENTERED BETEWEEN GRIDS
5' - 2" LAP
5' - 2" LAP
CENTERED BETWEEN GRIDS
5' - 2" LAP
3" MAX
3" MAX
STD 90° HOOK
STD 90° HOOK
18" O.C. (MAX)
A B C D E
18" O.C. (MAX) 18" O.C. (MAX) 18" O.C. (MAX)
(4) #8 CONT
TOP & BOT
TYP
#3 CLOSED TIES
SPACED AS SHOWN
TYP
6" 6" 1' - 0" 1' - 0" 6" 6"1' - 0" 6" 6" 6" 6" 1' - 0" 1' - 0" 6" 6" 6" 6" 1' - 0"6" 6" 1' - 0" 1' - 0" 6" 6" 4"
ADHESIVE DOWELS
INTO EX WALL
SEE PLAN
ADHESIVE DOWELS
INTO EX WALL
SEE PLAN
12"ø BLOCKOUT FOR DUCT PENETRATION
SEE DET S/S4.1
2' - 7"
6" 1'
0"
12"ø BLOCKOUT IN
CONCRETE BEAM
W/ 1" COMPRESSIBLE
FILLER MATERIAL
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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S4.1
FRAMING DETAILS
GATEWAY URBAN CAMPUS
438-440 Scott St., Covington, KY 41011
01/06/14
201114.02
SECTION
3/4" = 1'-0"S4.1
A SECTION
3/4" = 1'-0"S4.1
CSECTION
3/4" = 1'-0"S4.1
B SECTION
3/4" = 1'-0"S4.1
D
SECTION
3/4" = 1'-0"S4.1
F SECTION
3/4" = 1'-0"S4.1
G SECTION
3/4" = 1'-0"S4.1
H
SECTION
3/4" = 1'-0"S4.1
N
SECTION
3/4" = 1'-0"S4.1
E
SECTION
3/4" = 1'-0"S4.1
K SECTION
3/4" = 1'-0"S4.1
L SECTION
3/4" = 1'-0"S4.1
MSECTION
3/4" = 1'-0"S4.1
J
SECTION
3/4" = 1'-0"S4.1
P
1/4" = 1'-0"S4.1
R CONCRETE BEAM REINFORCING
NOT TO SCALES4.1
S DUCT PENETRATION THRU CONCRETE BEAM
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