5-6730 A2.2.2A.pdf

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WALL LEGEND

5/8" GYP. BOARD BOTH SIDES 3 5/8" LIGHT GA.

METAL FRAMING AT 16" O.C. SOUND BATT

FULL HEIGHT OF WALL. WALLS TO BOTTOM

OF DECK UNLESS NOTED OTHERWISE

CMU WALL SEE FLOOR PLANS FOR REQUIRED

WALL REINFORCING. NOMINAL DIMENSIONS

GIVEN

(8" TYPICAL U.N.O.)

-FIRE RATINGS AS CALLED FOR ON CODE COMPLIANCE PLAN

-DIMENSIONS GIVEN ARE TO THE FINISHED FACE OF CMU OR

GYPSUM WALL BOARD UNLESS NOTED OTHERWISE

METAL PANEL AND CMU WALL W/ 1 3/4"

INSULATION SEE FLOOR PLANS FOR REQUIRED

WALL REINFORCING. NOMINAL DIMENSIONS

GIVEN. SEE WALL SECTIONS FOR ADDITIONAL

DETAILS, BANDING, ETC.

(3 5/8" BRICK & 8" CMU TYPICAL U.N.O.)

4 7 /8"

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GENERAL FLOOR PLAN NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

A.

B.

C.

DIMENSIONS GIVEN ARE TO THE FACE OF MASONRY UNITS OR TO THE FINISHED FACE OF METAL STUD PARTITION WALLS.

REFERENCE STRUCTURAL DRAWINGS FOR CONCRETE SLAB SIZES AND SLAB RELATED INFORMATION.

INTERIOR STUD WALLS ARE TO USE 3 5/8" METAL STUD FRAMING UNLESS OTHERWISE NOTED.

TURN UP VAPOR RETARDER MATERIAL AT JOINTS BETWEEN FLOOR SLAB AND FOUNDATION WALL UNLESS NOTED

OTHERWISE.

SEE FOUNDATION PLANS FOR FLOOR SLAB RECESSES FOR TILE, WOOD FLOOR, ETC. (VERIFY RECESS REQUIRED BY MFR.)

EXTEND ALL INTERIOR WALL PARTITIONS (MASONRY OR STUDS) TO BOTTOM OF DECK ABOVE UNLESS NOTED OTHERWISE.

REFERENCE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL FOR ITEMS NOT SHOWN. COORDINATE AS REQUIRED

INCLUDING NECESSARY FRAMING, BLOCKING, ETC.

FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OF ANY CABINETRY, FRAMES, STRUCTURAL ITEMS, ETC.

PROVIDE PAINTED ACCESS PANELS IN WALLS AND CEILINGS TO PROVIDE ACCESS TO CONCEALED ITEMS INCLUDING BUT NOT LIMITED TO VALVES, CONTROLS, MECH. EQUIPMENT, ETC. ACCESS PANELS MAY NOT ALWAYS BE SHOWN ON PLANS. IT IS THE SUB CONTRACTOR RESPONSIBILITY TO DETERMINE LOCATIONS. COORDINATE LOCATIONS WITH OTHER GENERAL

CONTRACTOR / SITE SUPERVISOR.

COORDINATE WALLS WITH COLUMNS AND OTHER ENCASED ITEMS. COLUMNS ARE TO BE CONTAINED WITHIN WALLS. THE FRAMING CONTRACTOR SHALL INCREASE FRAMING SIZE TO ACCOMMODATE COLUMNS, DRAIN LEADERS, PIPING, ELECTRICAL PANELS, ETC. WHERE WALLS REQUIRE EXTRA WIDTH THE ENTIRE WALL SHALL BE WIDENED UNLESS

APPROVED BY ARCHITECT.

ALL GUARDRAILS AND HANDRAILS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH ALL REQUIREMENTS OF THE 2021 M.B.C., ANSI A117.1-2017 & AMERICANS WITH DISABILITIES ACT GUIDELINES. THE MOST STRINGENT SHALL

PREVAIL.

PROVIDE MINIMUM CLEARANCES AT ALL DOORS PER DETAILS. SEE G0.01 FOR REQUIREMENTS.

FOR ALL CABINETRY, SEE INTERIOR ELEVATIONS FOR LAYOUTS. FIELD VERIFY CLEAR WIDTHS PRIOR TO FABRICATION.

ALL EXTERIOR BLOCK CORNERS ARE TO BE BULLNOSE BLOCK EXCEPT CONCRETE BLOCK COLUMNS, PIERS AND WALLS TO

RECEIVE TILE - UNLESS NOTED OTHERWISE.

CONTRACTOR TO MAINTAIN / REPAIR RATING OF EXISTING PARTITIONS AS AFFECTED BY DEMOLITION / NEW

CONSTRUCTION. TYPICAL THROUGHOUT.

SEAL ALL PENETRATIONS IN FIRE RATED FLOORS AND WALLS WITH APPROVED FIRESTOPPING.

WHERE SPECIALTY BLOCK IS REQUIRED AT THE SAME HEIGHT ON BOTH SIDES OF A WALL USE (2) SPECIALTY BLOCKS BACK TO BACK TO MAINTAIN THE FINISHED WALL APPEARANCE BOTH SIDES OF THE WALL. COORDINATE WITH STRUCTURAL FOR

LINTELS CONDITIONS PER SPECIFICATIONS.

WALLS TO BE PATCHED WITH LIKE MATERIALS WHERE EXISTING WALLS HAVE BEEN COMPROMISED FROM DEMOLITION. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO REMOVAL AND REINSTALLATION OF CASEWORK AND WALL MOUNTED EQUIPMENT IN ORDER TO ACHIEVE SAID PATCH. IN AREAS WHERE BLOCK OR BRICK HAVE BEEN USED, NEW MASONRY TO BE TOOTHED IN AND MATCH EXISTING. AREAS AND FINISHES IN QUESTION SHALL BE COORDINATED WITH

ARCHITECT.

SEE STRUCTURAL FRAMING PLANS FOR ADDITIONAL WALL REINFORCING REQUIREMENTS. MINIMUM REINFORCING (FOR ALL

WALLS NOT OTHERWISE NOTED ON STRUCTURAL PLANS):

ALL BEARING WALLS SHALL RECEIVE A MINIMUM REINFORCING OF R1-5-48.

ALL EXTERIOR WALLS SHALL RECEIVE A MINIMUM REINFORCING OF R1-5-48.

ALL INTERIOR NON-BEARING WALLS OVER 16'-0" HIGH SHALL RECEIVE A MINIMUM REINFORCING OF R1-5-48.

A2.2.2A

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14 15 17 20 22 25 30

6' - 8" 1' - 6" 20' - 8" 19' - 8"

LAB SPACE

A113

RECEIVING

A101

65" TV

65" TV

65" TV65" TV

OWNER PROVIDED

CONTRACTOR INSTALLED

OWNER PROVIDED

CONTRACTOR INSTALLED

OWNER PROVIDED

CONTRACTOR INSTALLED

W02W01

BUILDING TRADES

A116

CONSTRUCTION MAINTENANCE

A126

REFRIG. & CLIMATE CONTROL

A119

CORRIDOR

A127

MEZZANINE

A201

MECHANICAL EQUIPMENT

SUSPENDED FROM

JOISTS ABOVE. REFER TO

STRUCTURAL AND

MECHANICAL DRAWINGS.

LADDER

A6.1.01

A6.1.01

A6.1.01

0"

MEZZANINE PROTECTIVE

GUARDRAIL; REFER TO

SPECIFICATIONS

A6.1.01

FIRST FLOOR

100' - 0"

T.O. PANEL 28'-9"

120' - 9"

30 28 25 22 20 17 15

W02 W01

0" 3'

- 0

A102AA103AA101DA101F

28 151720222530

7'

- 4

3' - 4"

A6.1.01

TOOTH IN NEW CMU (TO MATCH

EXISTING) IN FORMER DOOR

OPENING. NEW METAL PANEL TO

NEAREST VERTICAL SEAM.

PROJECT NO.

DRAWN

REVIEWED

NO PART OF THIS DRAWING MAY BE

USED OR REPRODUCED IN ANY FORM

OR BY ANY MEANS, OR STORED IN A

DATA BASE OR RETRIEVAL SYSTEM,

WITHOUT PRIOR WRITTEN

PERMISSION OF

ALL RIGHTS RESERVED

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A2.2.2A

5-6730

UNIT 'A' MEZZANINE PLAN

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1/8" = 1'-0"

UNIT 'A' MEZZANINE PLAN

05.14.2026 BIDS &

CONSTRUCTION

05.28.2026 ADDENDUM 001

06.04.2026 ADDENDUM 002

A2.2.2A 1/8" = 1'-0"

1 WEST ELEVATION

A2.2.2A - UNIT 'A' MEZZANINE PLAN