3-6 - S2-3 - SECOND FLOOR FRAMING PLAN.pdf
PDF 176 KB Posted
- Solicitation number
- RFP260305
- Issued by
- Hart County, Kentucky
About this file
This is a second floor framing plan record drawing prepared by Brown & Kubican, PSC for the Commonwealth of Kentucky Finance and Administration Cabinet, Department for Facilities Management, Division of Engineering, for the Professional Services Classroom Center renovation project located at 438-440 Scott Street, Covington, Kentucky. The drawing details structural framing specifications for the second floor, including steel beam installations (W12x53 beams with continuous plates), wood joist systems at 12-inch and 16-inch on-center spacing, concrete slab specifications (2 7/16 inches reinforced with 4x4-W2.1xW2.1 wire fabric on galvanized steel form deck), and stair system support connections. The plan incorporates both new structural elements and existing hardwood flooring, wood sleepers, and masonry walls, with finished floor elevations referenced at +16'-2" and beam elevations at +15'-11". The drawing was approved for program concept and dated December 18, 2015, with revisions documented throughout the record.
The document establishes comprehensive construction requirements and field verification protocols, mandating that the contractor verify all dimensions in the field and adjust noted beam and slab elevations as required to match adjacent existing floor elevations. Critical specifications include the use of pinning beams and temporary shoring during W12 beam installation with reshoring to the slab-on-grade, careful preservation of existing ceilings and finished flooring, proper surface preparation of existing steel elements with zinc-rich primer, and specific metal connector requirements including Simpson LUS310, LUS210-2, LTT19, and adhesive anchors. The plan references additional details in drawings S1.1, S3.1, S4.1, S4.2, and BP-1 specifications, with service load reactions noted for each steel member and specific notation that the stair system and support connections are to be designed by the stair supplier.
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Text version
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2"
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EX HW +
(2) 3/4 SLATS
EX HW (HIGH) +
EX STAIRS
DOWN
ELEVATOR SHAFT
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" ±
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W12x53 + CONT PL
W12x53 + CONT PL
W12x53 + CONT PL
W12x53 + CONT PL
2 2
2 2
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S-3.0
EX HW +
(2) 3/4 SLATS
D
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S4.1
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S4.1
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S4.1
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(2) 3/4 SLATS (LOW)
F.F.E. = (+16'-2"±)
OPEN
3' - 0" 3' - 0" 3' - 0"
11 1/2" CANT
11 1/2" CANT
3 3
@ 16" O.C.
EX 1 3/4x7 3/4
9typ
9typ 10typ
EX
x1
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EX (2) 2x11
EX (2) 2x11
EX (2) 2x11
EX
(2
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5'
1/
4"
/4
1'
1/ 2"
W10x22 (8k) (HIGH)
W10x15 (8k) (LOW)
W x2
(1 2k
W x1
(8 k)
(+15'-11"±)
C5x6.7 @ 24" O.C. (MAX)
HSS 9x5x5/16
C8x11.5 (+15'-11"±)
F
S4.2
E
S4.2
G
S4.2
H
S4.2
J
S4.2
F
BP-1
BP-1
F.F.E. = (+16'-2"±)
F.F.E. = (+16'-2"±)
BP-1 (LOW)
BP-1 (H
IGH)
1 3/4x11 1/4 LVL
CANT
(2) 2x12
(2) 2x12
(2 ) 2 x1
1/ 2"
2 2 2 2
(+15'-11"±)
'-1 1"
1'
8" 1'
6"
'-1 1"
(+16'-2"± F.V.)
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S4.2
2x12
2x12
1 3/4x11 1/4 LVL
EX STEEL LINTEL
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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S2.3
SECOND FLOOR FRAMING PLAN
GATEWAY URBAN CAMPUS
438-440 Scott St., Covington, KY 41011
01/06/14
201114.02
1/4" = 1'-0"S2.3
A SECOND FLOOR FRAMING PLAN
TAG NOTES
USE PINNING BEAMS (BETWEEN TOP OF W12 AND BOTTOM OF CEILING)
AND TEMPORARY SHORING AS REQUIRED FOR W12 BEAM
INSTALLATION. RESHORE DOWN TO SLAB-ON-GRADE. DO NOT
DAMAGE EXISTING CEILINGS AT TOP OF FIRST FLOOR (UNDERSIDE OF
SECOND FLOOR).
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.
BEAM TO COLUMN CONNECTION TO BE SIMILAR TO DETAIL E/S4.1.
SHOP WELD BOLTS TO COLUMN CAP PLATE WHERE ACCESS TO
CONNECTION WILL BE PREVENTED IN THE ERECTED STRUCTURE.
SISTER NEW LVL TO SIDE OF EXISTING GIRDER JOIST. SEE DET H/S3.1
FOR LVL CONNECTION DETAILING.
CLEAN EXISTING STEEL LINTEL OF ALL LOOSE RUST, DEBRIS, ECT.
PAINT WITH ZINC RICH PRIMER. SEE SPECS FOR COMPLETE SURFACE
PREPARATION REQUIREMENTS.
WHEN CONSTRUCTING OPENING, ONLY DAMAGE EX FLOORING &
SHEATHING THAT IS WITHIN THE OPENING EXTENTS OR REQUIRED FOR
NEW LVL INSTALLATION. ONLY DAMAGE CEILING BELOW WITHIN
OPENING EXTENTS.
SISTER NEW 1 3/4x11 1/4 LVL TO SIDE OF EX JOIST PER DET H/S3.1. LVL
TO BE POSITIONED ON OPENING SIDE OF EX JOIST. INSTALL NEW
MEMBERS FROM THE SECOND FLOOR AND DO NOT DAMAGE CEILING
BELOW. CAREFULLY REMOVE FINISHED FLOORING AND RE-INSTALL
AFTER NEW JOISTS ARE INSTALLED.
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 LUS210-2 METAL CONNECTOR AT
EACH END. SEE TAG NOTE 6 FOR ADDITIONAL REQUIREMENTS.
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 BLOCKING
BETWEEN JOIST FOR SIMPSON TIE CONNECTION.
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.
EXTEND BEAM TO WITHIN 1/2" OF WALL JAMB. FIELD VERIFY REQUIRED
CANTILEVER DIMENSION.
NEW DUCT PENETRATION TO OCCUR IN EXISTING WALL. PROVIDE
STEEL LINTEL/S PER LOOSE LINTEL SCHEDULE ON DWG S1.1. REPAIR
DAMAGED WALL FINISHES TO MATCH ADJACENT FINISH
CONSTRUCTION. ANY TEMPORARY SHORING REQUIRED FOR LINTEL
INSTALLATION IS THE RESPONSIBILITY OF THE CONTRACTOR, SEE
NOTES ON DWG S1.1 FOR ADDITIONAL INFORMATION. INSTALL LINTEL
DIRECTLY ABOVE DUCT WORK; A MINIMUM OF (4) MASONRY COURSES
SHALL REMAIN BETWEEN OPENING AND BOTTOM OF FLOOR JOISTS
ABOVE.
File details come from the government source that posted it. Updated .