A-481_-_INTERIOR_SECTION_DETAILS-ADDN3.pdf

SECOND FLOOR

111'-6"

/4

/2

(2) LAYERS 5/8" GYPSUM BD

ON 3 5/8" METAL STUDS

AT 16" OC. REFER TO

FLOOR PLAN AND

PARTITION SCHEDULE

BASE AS SCHEDULED

METAL SPLICE PLATE

ON 1'-0" METAL TRACK

FLOOR FINISH ON

3/4" STRUCTURAL

CEMENT BD

1'-0" DEEP METAL

JOIST AT 16" OC

FLOOR FINISH ON 3/4"

STRUCTURAL CEMENT BD

ON 6" X 18 GA METAL

STUDS AT 16" OC

RUBBER STAIR NOSING AT

PERIMETER OF EACH RISER

FLOOR FINISH ON (2) LAYERS

3/4" STRUCTURAL FIRE-RATED CEMENT BD

ON 3 5/8" x 18 GA STRUCTURAL METAL

JOISTS AT 16 OC

PT WD SHIMS AT 12” OC

ALIGN TOP OF 4” JOIST

WITH ELEVATION OF

CONCRETE FLOOR DECK

METAL SPLICE PLATE AT 16" OC

ON 4" NOTCHED METAL TRACK

EXISTING

STRUCTURAL SLAB

/4

"CEMENTITIOUS

UNDERLAYMENT

WITH SELF- LEVELER

/4

ACOUSTICAL BATT

INSULATION, TYP

ENTRY FLOOR

96'-4 1/2"

5/8" GYPSUM BD ON

3 5/8" MTL STUDS AT 16" OC.

REFER TO FLOOR PLAN AND

PARTITION TYPES

2-HR FIRE RATED SHAFTWALL

WITH 1" GYP LINER

ON 2 1/2" C-H STUDS AND

(2) LAYERS OF 1/2" TYPE 'X'

GYP BD

SEALANT AT PERIMETER

MINERAL WOOL

INSULATION TO

UNDERSIDE OF SLAB

METAL RUNNER

SEALANT AT

PERIMETER

EXISTING

CONCRETE STAIR

STRUCTURAL REINFORCED

CONCRETE SLAB INFILL 1'-0" L STEEL DOWELS AT 12"

OC INSTALLED INTO

EXISTING SLAB WITH EPOXY

W14X22 STEEL BEAM

DRY-PACK BETWEEN BOTTOM OF

DROP PANEL AND TOP WITH

ZERO-SLUMP 3,000 PSI CONCRETE

W10X22 STEEL BEAM

EXISTING CONCRETE SLAB

MAX

6"

DOUBLE ANGLES L4x3x5/16 x 6" WITH

(2) ROWS OF 3/4" DIA A325-N BOLTS

FINISHED FLOOR

CEILING AS

SCHEDULED

REFER TO RCP

ADDITIONAL LAYER

OF 1/2" GYP BOARD

AT HORIZONTAL IF

WALL IS 2 HR RATED

MEP OR OTHER NON-

SPECIFIC

OBSTRUCTION

1" GYPSUM LINER

PANEL

STRUCTURE ABOVE

CONT 2" X 2" X 22 GA

ANGLE

3 5/8" METAL STUD

BRACING AT 48" OC

5/8" GYP. BD. ON 3 5/8"

STUDS AT 16" OC. REMOVE

EXISTING FRAMING FOR

NEW HALF HIGH PARTITION

STUD BLOCKING AS

REQUIRED

EXISTING BASE AT STAIR TO

REMAIN UNDISTURBED

3/4" SOLID SURFACE CAP

3x3 TUBE STEEL AT TOP, CORNER

AND END OF WALL LOCATIONS

FOR 250LBS RESISTANCE. WELD

FRAME AND ATTACH WITH PLATES

TO FLOOR SLAB BELOW

1/2" ALUM C-TRIM BOTH

SIDES, FINISH TO MATCH

WALL

5 1/2"

2x4 PT WD BLOCKING

BASE AS SCHEDULED

PATCH EXISTING GYPSUM BD

WALL, FINISH TO MATCH

NEW PARTITION

EXISTING CONCRETE

SLAB AND WALL BELOW

FLOOR LINE BEYOND

FIRST FLOOR

100'-0"

3/4" CEMENT BD ON

3 5/8" x 18GA METAL C-JOISTS

AT 16" OC.

FINISH BASE AS NOTED

3 5/8" x 18GA METAL

TRACK WITH 2 1/2"

METAL CLIPS AT 16" OC

BATT INSULATION

FULL DEPTH OF C-JOISTS

FLOOR FINISH - REFER

TO FINISH PLANS

SEALANT AT

PERIMETER

CEMENTITIOUS UNDERLAYMENT

WITH SELF LEVELER

/2

/2

E X

IS

T

IN

G

C U

R B

EXISTING CONCRETE SLAB - SLOPED

EXISTING EXTERIOR WALL

AND WINDOW FRAME EXISTING WALL

/8

/2

M

A X

/2

REFER TO FINISH PLANS

FOR FLOORING AND

TRANSITION INFORMATION

3/4" CEMENT BOARD

EXISTING OR NEW

ADJACENT

CONCRETE SLAB

AT TRANSITION

METAL SPLICE

PLATE AT 16" OC

ON 3 5/8" x 18 GA

METAL TRACK

EXISTING CONCRETE SLAB -

SLOPED - CONDITIONS VARY

BATT INSULATION

CEMENTITIOUS

UNDERLAYMENT

WITH SELF-LEVELER

3 5/8" x 18GA METAL

JOISTS AT 16" OC

SHEET:

DATE:

DESIGNED BY:

JOB NO:

DRAWN BY:

CHECKED BY:

SCALE:

OF

APPROVED BY:

A

B

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D

1 2 3 4 5

1 2 3 4 5

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)5

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SHEET IDENTIFICATION

C

R e v it P ro je c ts

\F t K n o x -B ld g

R e n o v a ti o n C n tr l_ c h e ilm a n n .r v t

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As indicated

B U

I L D

IN

G

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V A

T I O

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Y F

O U

O

INTERIOR

SECTION

DETAILS

Designer

31MAR16

54581

Checker

Author

Approver

A-481 1" = 1'-0"A-481

6 FLOOR DETAIL AT OPS CENTER

1" = 1'-0"A-481

3 SECTION DETAIL

1 1/2" = 1'-0"A-481

2 SECTION DETAIL - FLOOR INFILL

1 1/2" = 1'-0"A-481

SECTION THROUGH PARTITION INTERRUPTED

BY NON-SPECIFIC OBSTRUCTION

3" = 1'-0"A-481

1 SECTION DETAIL

3" = 1'-0"A-481

7 FLOOR DETAIL AT PORCH INFILL

6" = 1'-0"A-481

5 TRANSITION DETAIL AT PORCH INFILL

THE ENTIRE SHEET A-481

WAS REVISED FOR

ADDENDUM #3

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