7-5 - S2-2 - FIRST FLOOR FRAMING PLAN.pdf

B

C D E

1' - 0" 16' - 0" 18' - 0" 18' - 0" 17' - 0" 3' - 11" ±

A

/8

F.F.E. = (+0'-10"±)

EX S.O.G.

EX HW

EX HW

2"

O .C

EX

x1

W O

O D

J O

IS

TS

2"

O .C

EX

x1

W O

O D

J O

IS

TS

/8

1'

7"

/8

EQ

EQ

13' - 6" ±11 5/8" ±

2 2 2

ELEVATOR SHAFT

EX STAIRS

DOWN

G

8' - 6 7/8"

8typ

8typ

NEW CONCRETE BEAM AT

TOP OF BASEMENT WALL

C

S4.1

C

S4.1

B

S4.1 --- -A

S4.1

P.T. (3) 2x10

P.T. (3) 2x10

LAST JOIST

EXTEND TO

CANT

2' - 0"

CANT

2' - 0"

LAST JOIST

EXTEND TO 5 6

5 6

1'

1/

2"

1 3/4x14 LVL

1 3/4x14 LVL

F.F.E. = (+0'-0")

F.F.E. = (+0'-0")

TYP AT

COLUMNS

D

S3.1

EX POST & BEAM

SYSTEM BELOW

EX POST & BEAM

SYSTEM BELOW

CLEAN AND COLD

GALV EX LINTEL

1/ 2"

W O

R K

PO

IN

T

AT

F

AC

E O

F

EX

W

AL

L

1' - 0"

P.T. (2) 2x12

OPENING IN WALL BELOW

SEE ARCH

1' - 0" (MIN)

DUCT BELOW

SEE DET S/S4.1

FOR CENTER WALL

PENETRATION

2' - 7"

5' - 4 1/4"

EN

TI

R E

S

LA

B

EXISTING

CISTERN

9'

0"

G R

AD

E

BE

AM

B

S2.2

2' - 0" 2' - 0"

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).

SPREAD FOOTING SCHEDULE

MARK SIZE

REINFORCING

E.W. BOTTOM U.N.O.

1,500 PSF

F55 5'-6" x 5'-6" x 2'-0" (8) #5

SEE DET A/S3.1 FOR TYPICAL FOOTING CONSTRUCTION.

STEEL COLUMN (G-1)

SEE PLAN

EXCAVATE FILL IN TOP OF CISTERN AND

PROVIDE 2'-0" THICK LEAN CONCRETE CAP

(AROUND GRADE BEAM)

FOR FULL EXTENT OF CISTERN

(DO NOT UNDERMINE EXISTING BUILDING

WALLS AS PART OF CISTERN EXCAVATION

WITHOUT CONTACTING ENGINEER FOR

DIRECTION)

2' - 0" 2' - 0"

4' - 0"

GRADE BEAM 2'-0" DEEP x 4'-0" WIDE x

SEE PLAN FOR LENGTH

PROVIDE (6) #6 CONT TOP & BOTTOM &

#3 CLOSED TIES @ 16" O.C.

3'

0" 2'

0"

COMPACTED ENGINEERED BACKFILL

DISCOVERED EXISTING CISTERN

FILLED ENTIRELY W/ UNDOCUMENTED

LOOSE FILL

MEP LINES MAY OCCUR

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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S2.2

FIRST FLOOR FRAMING PLAN

GATEWAY URBAN CAMPUS

438-440 Scott St., Covington, KY 41011

01/06/14

201114.02

1/4" = 1'-0"S2.2

A FIRST FLOOR FRAMING PLAN

TAG NOTES

REMOVE EXISTING MASONRY TO UNDERSIDE OF NEW CONCRETE BEAM.

NEW STEEL COLUMN. SEE COLUMN SCHEDULE. SEE DET B/S4.1 FOR COLUMN BASE.

INSTALL SIMPSON LUS26 METAL CONNECTOR AT EXISTING CONNECTION MISSING

HANGER (1 LOCATION).

SHORE AND UNATTACH JOISTS SUPPORTED BY EXISTING WOOD HEADER. REPLACE

HEADER WITH NEW PRESERVATIVE TREATED (2) 2x12 HEADER. SUPPORT WALL END W/

WALL BEARING POCKET (3" MIN BEARING). SUPPORT OPPOSITE END WITH SIMPSON

LUS210-2 METAL CONNECTOR. RE-ATTACH JOISTS TO HEADER USING EXISTING METAL

CONNECTORS.

AT CONTRACTOR'S OPTION EACH OUTSIDE PLY MAY BE SPLICED ABOVE CENTERLINE OF

SUPPORT. (OTHERWISE BEAM MUST BE CONTINUOUS FOR FULL LENGTH.)

AT CONTRACTOR'S OPTION INSIDE PLY MAY BE SPLICED ABOVE CENTERLINE OF

SUPPORT. (OTHERWISE BEAM MUST BE CONTINUOUS FOR FULL LENGTH.)

AT WALL BELOW, REMOVE EXISTING MASONRY AND EXISTING STEEL LINTEL TO

UNDERSIDE OF NEW CONCRETE BEAM. NEW CONCRETE BEAM TO BE FORMED OVER

OPENING.

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.

SISTER NEW LVL (SIZE NOTED IN PLAN) TO (3) JOISTS POSITIONED UNDER FUTURE ROW

OF STYLING CHAIRS (COORDINATE WITH ARCH DWGS). SEE DET H/S3.1 FOR LVL

ATTACHMENT TO EX JOIST.

SHORE EXISTING FLOOR JOISTS AND INSTALL NEW CONTINUOUS REINFORCED

CONCRETE BEAM PER DET A/S4.1 AND B/S4.1. COORDINATE WALL DEMOLITION WITH

SUPPORT/DEMOLITION OF MASONRY WALL ABOVE THE FIRST FLOOR LEVEL.

CUT AND REMOVE 3'x3' PATCH OF EXISTING SLAB IN APPROXIMATE LOCATION SHOWN.

USE ACCESS CREATED TO COMPLETELY FILL VOID BELOW SLAB WITH CRUSHED STONE

TO UNDERSIDE OF SLAB. AFTER PLACEMENT OF CRUSHED STONE AND INSTALLATION

OF PLUMBING LINES, PATCH SLAB WITH NEW 4" THICK SLAB-ON-GRADE REINFORCED

WITH 4x4-W2.1xW2.1 W.W.F.

CRUSHED STONE FILL BELOW EXISTING SLAB, SEE TAG NOTE 11. EXTENTS SHOWN ARE

APPROXIMATE AND THICKNESS OF STONE SHALL BE AS REQUIRED TO COMPLETELY FILL

ALL VOIDS BELOW THE EXISTING SLAB-ON-GRADE.

STAIR FRAMING AND CONNECTIONS TO SUPPORTS SHALL BE DESIGNED, DETAILED, AND

SUPPLIED BY STAIR SUPPLIER.

(4) #5 x 2'-8" ADHESIVE DOWELS (8" EMBED INTO EX WALL) LAP W/ CONC BEAM BOT

BARS.

PATCH EXISTING SLAB OPENING. SEE TAG NOTE 11 FOR NEW SLAB CONSTRUCTION.

PROVIDE TEMPORARY SUPPORT FOR EXISTING S.O.G. AND FILL AS REQUIRED TO

INSTALL NEW FOOTING.

AFTER PLACEMENT OF NEW CRUSHED STONE IS COMPLETE, PRESSURE INJECT GROUT

BELOW SLAB TO FILL VOIDS BETWEEN BASE MATERIAL (CRUSHED STONE) AND BOTTOM

OF SLAB-ON-GRADE. SEE SPECIFICATIONS FOR COMPLETE "SLAB LIFTING"

REQUIREMENTS.

NOTE:

TEMPORARY SHORING SYSTEM IS REQUIRED TO SUPPORT FLOOR JOIST DURING CONCRETE

BEAM INSTALLATION. SHORING SYSTEM SHALL BE USED TO "JACK" FIRST FLOOR SUPPORT

JOISTS TO MAXIMIZE LEVELNESS OF THE FINISHED FIRST FLOOR. CONCRETE BEAM SHALL BE

PLACED AFTER JACKING OF FRAMING HAS OCCURRED. SEE GENERAL NOTES ON DWG S1.1

FOR ADDITIONAL SHORING REQUIREMENTS / INFORMATION.

IT IS RECOMMENDED THAT SHORING ENGINEER COORDINATE FIRST FLOOR JOIST SHORING AND

SHORING REQUIRED FOR EXTENT OF CENTER WALL DEMOLITION TO MAXIMIZE EFFICIENCY.

SECTION

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

B