6-7 - S2-4 - THIRD FLOOR FRAMING PLAN.pdf
PDF 178 KB Posted
- Solicitation number
- RFP260305
- Issued by
- Hart County, Kentucky
About this file
This is a Third Floor Framing Plan record drawing prepared by Brown & Kubican, PSC for the Commonwealth of Kentucky, Department for Facilities Management, Division of Engineering for the Professional Services Classroom Center project located at 438-440 Scott Street, Covington, Kentucky 41011. The drawing, dated January 6, 2014, provides detailed structural framing specifications for the third floor renovation and includes comprehensive notes regarding field verification procedures, material specifications, and construction sequencing. Key structural elements specified include existing wood joists at 13-inch on-center spacing, existing hardwood flooring systems with wood slat underlayment, existing wood girders measuring 9½ by 11 inches with wood top plates, steel channels (C5x6.7 and C12x20.7) for reinforcement, new laminated veneer lumber (LVL) members measuring 1¾ by 14 inches for floor system modifications, and various steel beam connections including W10x15, W10x22, W12x22, and W14x22 configurations. The plan identifies load reactions in kips at beam ends and specifies elevator shaft and stairwell locations with detailed connection requirements.
The drawing establishes a finished first floor reference elevation of +0'-0" with third floor finished floor elevation at +29'-5" and contains critical construction notes requiring contractor field verification of existing wood column positions prior to steel shop drawing submission, coordination of new framing with architectural drawings, and use of specified Simpson metal connectors (LUS210-2, LUS310, U14, LTT19, LS90) for structural connections. All dimensions are referenced to the face of masonry where applicable, with new steel member positioning intended to match adjacent existing floor elevations. The record drawing indicates approval for program concept only as of December 18, 2015, and references additional detail sheets (S1.1, S3.1, S4.1, S4.2) and demolition drawings for comprehensive construction information.
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Text version
B
S4.2
C
S4.2
N
S4.2
B
C D EA
3"
O .C
EX
x1
3/
W O
O D
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IS
TS
3"
O .C
EX
x1
3/
W O
O D
J O
IS
TS
EX HW +
(2) 3/4 SLATS
EX HW +
(2) 3/4 SLATS
2"
O .C
EX
x1
W O
O D
J O
IS
TS
94' - 10 1/4" ±
6' - 6" ± 16' - 0" ± 18' - 0" ± 18' - 0" ± 17' - 0" ± 3' - 11" ±
9 1/2" ±
5' - 1 1/4" 8' - 6 7/8" 11 5/8" ±
/8
/8
EX 9 1/2x11 WOOD GIRDER + 1x WOOD TOP PLATE
EX 9 1/2x11 WOOD GIRDER + 1x WOOD TOP PLATE
EX 9 1/2x11 WOOD GIRDER + 1x WOOD TOP PLATE
EX 9 1/2x11 WOOD GIRDER + 1x WOOD TOP PLATE
EX 9 1/2x11 WOOD GIRDER + 1x WOOD TOP PLATE
ELEVATOR SHAFT
EX WOOD GIRDER
EX STAIRS
DOWN
G
9typ
9typ
9typ 10typ
9typ10typ
S-3.0
C12x20.7
C12x20.7 5
C12x20.7
C12x20.7 5
C12x20.7
C12x20.7 5
C12x20.7
C12x20.7
Ftyp
S4.1
Gtyp
S4.1
5'
1/
4"
/4
1'
1/ 2"
A
S4.2
D
S4.2
C
S4.2
E
S4.2
W10x22 (8k) (HIGH)
W10x15 (8k) (LOW)
W x2
(1 3k
W x1
(8 k)
(+29'-2"±)
C5x6.7 @ 24" O.C. (MAX)
(+29'-2"±)
C5x6.7 @ 24" O.C. (MAX)
F
S4.2
F
S4.2
W14x22 (15k) (+29'-2"±)
C8x11.5 (+29'-2"±)
HSS 9x5x5/16
F
BP-1
BP-1
BP-1 (LOW)
BP-1 (H
IGH)
C12x20.7
C12x20.7
OPEN
1 3/4x14 LVL
(2 ) 2 x1
1 3/4x14 LVL
1 3/4x14 LVL
F.F.E. = (+29'-5"±)
F.F.E. = (+29'-5"±)
'-2
'-2
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L
S4.2
BP-1
3/
4x
L
VL
3/
4x
L
VL
(+29'-2"±)
(+29'-5"± F.V.)
1 3/4x14 LVL
1 3/4x14 LVL
1/ 2"
FRAMING LEGEND
FRAMING PLAN NOTES
PROJECT
CONTRACTOR TO VERIFY ALL
DIMENSIONS IN THE FIELD
SERVICE LOAD REACTION (KIPS) EACH END.
W12x53 (8k)
L-1 = STEEL LINTEL. SEE SCHEDULE DETAIL R/S3.1.
= APPROXIMATE ROOF SLOPE.
BP-1 = STEEL BEAM BEARING PLATE. SEE DETAIL F/S3.1.
= 2 7/16" NORMAL WEIGHT CONCRETE REINFORCED W/
4x4-W2.1xW2.1 W.W.F. ON 9/16" 24 GA GALVANIZED NON-COMPOSITE
STEEL FORM DECK. (3" TOTAL THICKNESS).
S-3.0
= WALL BELOW.
1. ELEVATIONS SHOWN ARE REFERENCED FROM THE FINISHED FIRST
FLOOR REFERENCE ELEVATION = +0'-0".
2. SEE DWG S1.1 FOR GENERAL NOTES AND COLUMN SCHEDULE.
3. SEE DWG S3.1 FOR TYPICAL DETAILS.
4. DIMENSIONS ARE GIVEN TO THE FACE OF MASONRY WHERE APPLICABLE.
5. STEEL FRAMING AT NEW STAIR CONSTRUCTION IS INTENDED TO BE
POSITIONED SUCH THAT FINISHED FLOOR ELEVATION AT THE NEW
LANDINGS MATCH ELEVATION OF THE ADJACENT EXISTING FLOOR.
FIELD VERIFY EXISTING FLOOR ELEVATIONS AND ADJUST NOTED BEAM
AND SLAB ELEVATIONS AS REQUIRED TO ACHIEVE DESIGN INTENT.
6. WHERE NEW STEEL MEMBER ELEVATION IS NOT GIVEN IN PLAN, SEE
DETAILS FOR ADDITIONAL INFORMATION.
= EXISTING LOAD BEARING C.M.U. WALL.
= EXISTING LOAD BEARING BRICK MASONRY WALL.
5/8±
EX HW
= EXISTING STRUCTURALLY SPANNING HARDWOOD FLOORING.
EX HW +
(2) 3/4 SLATS = EXISTING HARDWOOD FLOORING OVER (2) LAYERS OF
3/4" DIAGONAL WOOD SLATS.
EX WOOD
ROOF DECK = EXISTING WOOD ROOF DECK SYSTEM. OVERLAY WITH 15/32" APA
RATED SHEATHING (EXPOSURE 1). NOTE, EXISTING ROOFING SYSTEM
(EXCLUDING DECKING) TO BE REMOVED. SEE DEMOLITION DWGS FOR
COMPLETE INFORMATION FOR WHAT IS TO BE REMOVED.
+ NEW 15/32
APA
EX HW (HIGH) +
= EXISTING FLOOR SYSTEM CONSISTING OF STRUCTURALLY
SPANNING HARDWOOD OVER SLEEPERS OVER (2) LAYERS
OF 3/4" WOOD SLATS SUPPORTED BY FLOOR JOISTS.
(2) 3/4 SLATS (LOW)
STEEL BEAM SIZE.
(+15'-11") = TOP OF BEAM / FLOOR ELEVATION (AS APPLICABLE).
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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S2.4
THIRD FLOOR FRAMING PLAN
GATEWAY URBAN CAMPUS
438-440 Scott St., Covington, KY 41011
01/06/14
201114.02
1/4" = 1'-0"S2.4
A THIRD FLOOR FRAMING PLAN
TAG NOTES
EXISTING 2x4 BEARING WALL BELOW.
GRIDS ARE SET TO NEW STEEL COLUMNS AND MAY OR MAY NOT ALIGN
WITH EXISTING WOOD COLUMNS AT UPPER LEVELS. CONTRACTOR
SHALL FIELD VERIFY EXISTING WOOD COLUMN POSITIONS PRIOR TO
SUBMITTING STEEL SHOP DRAWINGS FOR REVIEW. TRUE EXISTING
COLUMN POSITION SHALL BE NOTED ON THE STEEL SHOP DRAWINGS.
SISTER NEW LVL ON EXISTING CUT JOIST. BEAR LVL ON CENTER
GIRDER SUPPORT BEAM AND STUD WALL. SEE DET H/S3.1 FOR LVL
CONNECTION DETAILING.
SISTER NEW LVL ON EXISTING SPLIT JOIST. BEAR LVL ON CENTER
GIRDER SUPPORT BEAM AND STUD WALL. SEE DET H/S3.1 FOR LVL
CONNECTION DETAILING.
REINFORCE EXISTING GIRDER WITH NOTED CHANNEL ON EACH SIDE.
CONNECT CHANNELS TO GIRDER PER DET F/S4.1 AND G/S4.1.
POSITION NEW JOIST AT EDGE OF OPENING (COORDINATE W/ ARCH
DWGS). SUPPORT JOIST W/ SIMPSON LUS210-2 METAL CONNECTOR AT
EACH END. PROVIDE 2x VERTICAL SLEEPERS AS REQUIRED TO ENSURE
SOLID FLOOR SYSTEM AT OPENING EDGE.
SISTER NEW LVL TO SIDE OF EX JOIST PER DET H/S3.1. LVL TO BE
POSITIONED ON OPENING SIDE OF EX JOIST.
SHORE AND CUT EX FLOOR JOISTS. FASTEN TO NEW HEADER W/
SIMPSON LUS310 METAL CONNECTOR. ADD WOOD SHIMS TO THE SIDE
OF EX JOIST AT CONNECTOR TO CREATE TIGHT FIT. CONNECT NEW
HEADER TO SUPPORTS W/ SIMPSON U14 METAL CONNECTOR AT EACH
END.
SIMPSON LTT19 SIMPSON TIE FROM JOIST TO WALL @ 6'-0" O.C. (MAX) W/
(1) 5/8"øx6" EMBED ADHESIVE ANCHOR. POSITION TIE ON SIDE FACE OF
JOIST.
WHERE FLOOR JOIST RUN PARALLEL TO WALL, ADD 2x BOLCKING
BETWEEN JOIST FOR SIMPSON TIE CONNECTION.
POCKET EX MASONRY WALL BEAR CHANNEL REINFORCING MEMBERS 8"
MINIMUM ON WALL. GROUT SOLID BELOW BEARING. CONNECT (BOLT)
END OF EX WOOD GIRDER TO CHANNEL AS SHOWN IN DET G/S4.1.
PROVIDE 2x12 BLOCKING ON EACH SIDE OF LVL TO MATCH EX BRIDGING
LOCATIONS (8' O.C. MAX). AT WALL END OF LVL, BEAR IN BEAM POCKET
PRIOR TO GROUTING POCKET SOLID. AT CENTER GIRDER END OF LVL,
BEAR ON GIRDER BEAM. PROVIDE HARDWOOD SHIMS AT BEARINGS AS
REQUIRED.
PROVIDE 2x12 BLOCKING ON EX FLOOR SIDE OF LVL TO MATCH EX
BRIDGING LOCATIONS (8' O.C. MAX). BEAR LVL ON CENTER GIRDER AND
SUPPORT OPPOSITE END WITH SIMPSON LS90 METAL CONNECTOR SIM
TO DET B/S4.2. PROVIDE HARDWOOD SHIMS AT BEARING AS REQUIRED.
COPE TOP FLANGE OF HSS, WELD COVER PLATES AT COPE, AND
SUPPORT HSS WITH DOUBLE ANGLE SHEAR CONNECTION (ANGLES TO
BE WELDED TO HSS AND BOLTED TO SUPPORTING MEMBER).
File details come from the government source that posted it. Updated .