1-4 - S2-1 - FOUNDATION PLAN.pdf

F.F.E. = (-10'-8"±)

EX S.O.G.

1'

7"

/8

82' - 9" ±

EX ELEVATOR SHAFT

FOUNDATION SLAB

1 1

EXISTING PERMANENT SHORING

TYP, U.N.O.

(-1 0'-

8"±

F30

C1C1C1C1

C1C1C1C1 1'

0"

1'

0"

6" 6' - 0" 6' - 0" 6' - 0"

EX MASONRY BEARING WALL

TYP

EX WOOD BEARING WALL

EX C.M.U.

ELEVATOR

SHAFT WALL

1/ 8"

(-1 0'-

8"±

F30

(-1 0'-

8"±

F30

(-1 0'-

8"±

F30

(-10'-8"±)

F3020

(-10'-8"±)

F3020

(-10'-8"±)

F3020

(-10'-8"±)

F3020

F.F.E. = (-10'-8"±)

EX S.O.G.

Ktyp

S3.1

EX STAIRS

UP

B

S2.1

--- - TYP

B

S2.1

--- - TYP

FOUNDATION LEGEND

1. ELEVATIONS SHOWN ARE TO THE TOP OF THE FOUNDATION AND

ARE REFERENCED FROM FINISHED FIRST FLOOR REFERENCE

ELEVATION = +0'-0".

2. DIMENSIONS ARE GIVEN TO FACE OF MASONRY WHERE APPLICABLE.

3. SEE DWG S1.1 FOR GENERAL NOTES AND COLUMN SCHEDULE.

4. SEE DWG S3.1 FOR TYPICAL DETAILS.

FOUNDATION PLAN NOTES

TAG NOTES

1 NEW 4" CONCRETE SLAB-ON-GRADE W/ 4x4-W2.1xW2.1 W.W.F. OVER

4" MIN CRUSHED STONE OVER 10 MIL VAPOR RETARDER.

CUT EXISTING SLAB AND PLACE NEW REINFORCED CONCRETE

FOUNDATION SLAB/FOOTING FOR STEEL POST SUPPORT. SEE

SPREAD FOOTING SCHEDULE THIS SHEET AND DET K/S3.1. TOP OF

FOOTING ELEVATION TO MATCH TOP OF EXISTING SLAB.

SEE ARCH DWGS FOR EXISTING WALL DEMOLITION EXTENTS AND

NEW JAMB END FINISH CONSTRUCTION.

INFILL OPENING (BEHIND COVERING PANEL) FOR FULL WALL

THICKNESS WITH NEW BRICK MASONRY. APPROXIMATE BLOCKOUT

DIMENSIONS = 4'-0"x3'-0" x WALL THICKNESS. BASE BID SHALL COVER

ALL COSTS TO INFILL FULL EXTENT OF EXISTING BLOCKOUT.

PROJECT

C1 = STEEL COLUMN. SEE COLUMN SCHEDULE

ON DWG S1.1.

F3020 = SHALLOW SPREAD FOOTING. SEE SCHEDULE THIS SHEET.

(-10'-8") = TOP OF FOOTING ELEVATION.

SPREAD FOOTING SCHEDULE

MARK SIZE

REINFORCING

E.W. BOTTOM U.N.O.

1,500 PSF

F3020 3'-0" x 2'-0" x 1'-4" (3) #5 LONG

(4) #5 SHORT*

*SEE DET K/S3.1 FOR SHORT BAR DOWELING REQUIREMENT.

CONTRACTOR TO VERIFY ALL

DIMENSIONS IN THE FIELD

= EXISTING LOAD BEARING C.M.U. WALL.

= EXISTING LOAD BEARING BRICK/STONE MASONRY WALL.

= NEW LEVELING COMPOUND & SEALER OVER PREPARED

EXISTING S.O.G. SEE SPECIFICATIONS (SECTION 033000)

FOR REQUIREMENTS.

= REQUIRED NEW CONCRETE SLAB-ON-GRADE INFILL.

INSTALL FULL DEPTH 2x WOOD BLOCKING

@ 16" O.C. FOR (3) JOIST SPACES FROM

INTERIOR FACE OF NEW C.M.U. WALL

(USE MULTIPLE 2x PIECES OR LVL

BLOCKING WHERE EXISTING JOIST DEPTH

EXCEEDS STANDARD 2x LUMBER

DIMENSIONS) (REMOVE ABANDONED

EXISTING DUCT WORK AS NEEDED FOR

BLOCKING INSTALLATION)

EXISTING WOOD FRAMING

TYP, U.N.O.

BRICK OR BLOCK INFILL

TIGHT TO EXISTING

CONSTRUCTION

EXISTING EXTERIOR SITE SLAB

(SIDEWALK)

FINISHED FIRST FLOOR

(SEE ARCH DWGS)

COORDINATE WATER-PROOFING

REQUIREMENTS W/ ARCHITECT

12" C.M.U.

GROUT SOLID

BREAK UP ALL SLAB ON EXTERIOR

SIDE OF NEW BASEMENT WALL

(AT THIS ELEVATION -

NOT SIDEWALKS ABOVE)

EXISTING BASEMENT S.O.G.

SAWCUT SLAB FOR FOOTING

INSTALLATION AND PROVIDE DOWELS

PER DET C/S3.1 @ 16" O.C.

EXISTING RECESSED WOOD

SHEATHING LAYER MAY OCCUR

SET EXTERIOR FACE OF NEW WALL 8"

FROM OUTSIDE FACE OF EXTERIOR

MOST WOOD FRAMING MEMBER

PROVIDE MOISTURE BARRIER / FLASHING

BTWN ALL MASONRY & WOOD CONSTRUCTION

(COORDINATE REQUIREMENTS W/ ARCHITECT)

WOOD FRAMING MEMBER AT FLOOR EDGE

MAY VARY IN SIZE AND ELEVATION

COORDINATE WALL CONSTRUCTION WITH

EXISTING CONDITIONS IN THE FIELD

2' - 0"

1'

0"

3"

2'

7" L

AP

DOWELS

MATCH VERT WALL REINF

SIZE & SPACING

#5@16" O.C.

SPLICE AS NEEDED

LAP LENGTH = 2'-7"

INTERIOR

(BASEMENT)

(3) #5 CONT

WHERE FOOTING TERMINATES

PROVIDE (3) #5x2'-6" DOWELS

ADHESIVE EMBED 6" INTO EXISTING

MASONRY/CONCRETE

#4 ERECTION BARS

@ 48" O.C. (MAX)

#5x2'-8" DOWEL @ 16" O.C.

ADHESIVE EMBED 8" INTO EXISTING

MASONRY (HILTI HIT-HY 70)

TYP WHERE WALL ABUTTS EXISTING

STRUCTURE (OFFSET IN C.M.U. AS NEED

TO TIE INTO EXISTING STRUCTURE)

B.B.

B.B.

B.B. @ WALL MID-HEIGHT

B.B. = 8" BOND BEAM

W/ (2) #5 CONT

NOTE 1.

SEE SHEET SR-4 FOR DETAIL NOTES.

NO WORK

INSIDE OF EX

MASONRY

VAULT

11 5/8"

8"

NOTE 2.

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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S2.1

FOUNDATION PLAN

GATEWAY URBAN CAMPUS

438-440 Scott St., Covington, KY 41011

01/06/14

201114.02

1/4" = 1'-0"S2.1

A FOUNDATION PLAN

SECTION

1/2" = 1'-0"S2.1

B

SIMPSON GALVANIZED HEAVY ANGLE HL53 @ 16" O.C.

(POSITION TO ALIGN W/ WOOD BLOCKING) GROUT INTO

MASONRY WALL, FASTEN TO WOOD FRAMING W/

(2) 1/2"øx6" LAG SCREWS. PROVIDE A MINIMUM OF (3)

CONNECTORS PER WALL SEGEMENT REGARDLESS OF

SPACING. WHERE CONNECTORS ARE LESS THAN 16" O.C.

ADD WOOD BLOCKING BETWEEN ADJACENT FLOOR

JOISTS AT EACH CONNECTOR LOCATION.

INSTALL FLATWISE PRESERVATIVE TREATED WOOD 2x6

MEMBERS AS NEEDED TO BUILD DOWN WOOD FRAMING

TO MATCH ADJACENT BOTTOM OF ADJACENT FLOOR

JOIST ELEVATION. FASTEN EACH 2x6 LAYER TO WOOD FRAMING ABOVE W/ (2) 1/4"x3" WOOD SCREWS @ 16" O.C.

ON EXISTING MECHANICAL ROOM ROOM SIDE OF

BASEMENT BETWEEN FREESTANDING MASONRY PIER AND

ADJACENT WALL, THERE ARE TWO WOOD BEAMS AT A

LOW ELEVATION (SHOWN IN PHOTO BELOW). THE BEAMS,

MOST NOTABLY THE EXTERIOR MOST BEAM, WILL LIKELY

INTERFERE WITH THE NEW C.M.U. WALL LOCATION. IF

INTERFERANCE DOES OCCUR, CUT AND REMOVE LOW

WOOD BEAM/S, THEN INFILL POCKETS IN ADJACENT

MASONRY WITH NON-SHRINK GROUT. (IF EXISTING BEAMS

DO NOT CONFLICT WITH NEW WALL, LEAVE THEM IN

PLACE.)

CONSTRUCT NEW C.M.U. WALL TIGHT TO EXISTING

MASONRY WALLS, PIERS, SLAB ABOVE, AND FOOTING

BELOW AS REQUIRED TO CLOSEOUT THE BASEMENT

SPACE WITH THIS WALL BEING A TRUE BUILDING

PERIMETER WALL.

BASMENT WALL INFILL NOTES

1.

2.

3.

4.