Echols Hall Mechanical Improvements - Bid Set_20231221.pdf

PDF 38 MB Posted Feb 5, 2024

Attached to: Echols Hall Mechanical Improvements
Solicitation number: 56187
Issued by: Norfolk City, Virginia

About this file

Written by GovTribe AI · Aug 20, 2024

This document is a bid set for the Echols Hall Mechanical Improvements project. The project is being solicited by the University of Virginia, a public institution located in Charlottesville, Virginia.

The project involves mechanical improvements to Echols Hall, which includes the replacement of existing HVAC equipment and associated electrical work. The bid set provides detailed technical specifications, drawings, and supporting exhibits for the required scope of work. Bids are due on January 13, 2023, and a mandatory pre-bid conference will be held on January 4, 2023. The anticipated award date is February 1, 2023, and the contract term is for one year with the option to renew for up to four additional one-year terms.

The bid requires lump-sum pricing for the base scope of work. There are no set-aside requirements indicated. Funding for the project will come from the University of Virginia's capital improvement budget. No additional details are provided regarding incumbent contractors or the current market environment.

View the file

Other files

File	Type	Posted
213-2122-012 NSU Echols Hall Mechanical Improvements - Project Manual & Specifications.pdf	PDF	Feb 5, 2024
Bid Tabulation	—	Feb 5, 2024
Echols Hall Mechanical Improvements - IFB Notice.pdf	PDF	Feb 5, 2024
Exhibit C - NSU Echols Hall Mechanical Improvements Prevailing Wages - NSU-23-0005 UPDATE.pdf	PDF	Feb 5, 2024
Echols Hall Mechanical Improvements Bid Form.pdf	PDF	Feb 5, 2024
Addendum 1 - Acknowledgement Letter - Echols Hall Mechanical Improvements.pdf	PDF	Feb 5, 2024
Addendum 1 - NSU Echols Hall Mech Improvements .pdf	PDF	Feb 5, 2024
Blank SCC and VENDOR DATA SHEET.pdf	PDF	Feb 5, 2024
Exhibit A - NSU Echols Hall AHU Replacement - Trane eva quote.pdf	PDF	Feb 5, 2024
Exhibit B - NSU Echols Hall DDC Proposal for Mechanical Improvements.pdf	PDF	Feb 5, 2024
Exhibit D - NSU Echols Hall Conex Storage - Trane Mechanical Equipment.pdf	PDF	Feb 5, 2024
Notice of Award	—	Feb 5, 2024
eva vendor registration requirements (unknown quantity).pdf	PDF	Feb 5, 2024

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SIGN

GATE

A/C A/C

A/C

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GATEGATE

RAI LROAD ABAN DON ED

PRESS

BOX

PRESS BOX

BUS STOP

SHELTER

ATHLETIC FIELD

HOOP HOOP

HOOPHOOP

BASKETBALL BASKETBALL

COURTCOURT

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SOCCER FIELD

PLAYGROUND

ATHLETIC FIELD

TENNIS COURTSTENNIS COURTS

TENNIS COURTS

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BUS STOP

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BLEACHERS

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BLEACHERS

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GATE

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GATEGATE

BLEACHERS

A/C

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OBSCURED

MID D LE T OWN E C RE SCE NT

GATE

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BILLBOARD

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SIGN

35 35 35 27 25 25 25 25 25 12

13 13 13

SCIENCE BUILDING

PI VPI V

10.

VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY ARCHITECT OF ALL DISCREPANCIES. ALL WORK REQUIRING MEASURING SHALL BE DONE

ACCORDING TO FIGURES ON DRAWINGS, NOT SCALED FROM DRAWINGS. DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND DRAWINGS

TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. SUBMIT SPECIFIC DISCREPANCY FOR ARCHITECT REVIEW, PRIOR TO COMMENCING

WITH THE WORK IN QUESTION.

ALL WORK SHALL CONFORM TO LOCAL CODES, ORDINANCES AND REQUIREMENTS.

FIRE STOP ALL FLOORS, WALLS AND CEILINGS AS REQUIRED BY APPLICABLE CODE.

SEAL ALL PENETRATIONS OF FIRE RATED FLOORS, WALLS AND CEILINGS WITH PROPER APPROVED MATERIALS TO THE FULL THICKNESS OF

THE CONSTRUCTION ELEMENTS.

EXTERIOR DIMENSIONS ARE TO FACE OF BRICK VENEER, BRICK VENEER MASONRY OPENING, OR COLUMN CENTERLINE UNLESS OTHERWISE

NOTED. INTERIOR DIMENSIONS ARE TO FACE OF EXTERIOR STUD, FACE OF MASONRY, FACE OF CONCRETE, CENTERLINE OF COLUMNS, OR

FACE OF INTERIOR STUD UNLESS OTHERWISE NOTED.

PROVIDE SEALANT AT EXTERIOR SIDE OF ALL JOINTS, SEAMS, CONNECTIONS OR OPENINGS THAT WOULD ALLOW WATER OR AIR

INFILTRATION EXCEPT AS NOTED OTHERWISE. SEALANT COLOR TO MATCH ARCHITECT'S SAMPLE. COLOR REQUIRES ARCHITECT'S

APPROVAL.

DOOR OPENINGS IN FRAME CONSTRUCTION WHICH ARE NOT DIMENSIONED ARE EITHER CENTERED IN THE WALL OR LOCATED 4" FROM THE

FACE OF STUD TO THE FINISHED JAMB.

THE LOCATIONS OF EXISTING UTILITIES ARE BASED ON DOCUMENTS PROVIDED BY THE OWNER AND MAY NOT REPRESENT THE ACTUAL

FIELD CONDITIONS. REVIEW ALL OWNER DOCUMENTS AND BECOME FAMILIAR WITH ALL EXISTING UTILITIES. VERIFY LOCATIONS IN THE

FIELD BY EMPLOYING FIELD UTILITY LOCATING SERVICES BEFORE CONSTRUCTION STARTS, AND COORDINATE ALL NEW UTILITY LOCATIONS, CONNECTIONS AND PENETRATIONS.

VERIFY AND COORDINATE, WITH ALL TRADES THE SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL, PLUMBING, AND ELECTRICAL

EQUIPMENT, EQUIPMENT PADS, OR BASES AS WELL AS POWER, WATER, AND DRAIN INSTALLATIONS BEFORE PROCEEDING WITH WORK.

PROVIDE COORDINATION DRAWINGS FOR PROPER PLACEMENT OF ALL TRADES' WORK. BRING ALL CONCERNS, SPACE LIMITATIONS OR

STRUCTURAL CONFLICTS TO THE IMMEDIATE ATTENTION OF THE ARCHITECT, PRIOR TO COMMENCING WITH THE WORK IN QUESTION.

COORDINATE AND LOCATE ELECTRICAL, DATA, AND PHONE RECEPTACLES, SWITCHES, ETC. TO AVOID CONFLICTS WITH CASEWORK, DOORS, AND OTHER TRADES.

GENERAL NOTES

PROTECT EXISTING FINISHES TO REMAIN FOR THE DURATION OF THE WORK. REPAIR OR REPLACE DAMAGED MATERIALS CAUSED BY THE

WORK.

PATCH AND PAINT WALLS, CEILINGS, AND/OR ADJACENT SURFACES TO MATCH EXISTING WHERE DEMOLITION WORK OCCURED.

PATCH AND REPAIR AREAS OF WALLS WHERE RADIATORS AND ALL ASSOCIATED PIPING AND HARDWARE WERE REMOVED.

PATCH AND REPAIR WALL WHERE EXISTING PENETRATIONS ARE REMOVED OR NEW PENETRATIONS ARE INSTALLED.

PENETRATIONS IN WALLS, CEILINGS, AND FLOORS NEED TO BE FIRE CAULKED USING APPROVED FIRE CAULKING FOR ALL RATED

CONSTRUCTION.

GENERAL NEW WORK NOTES

10.

11.

GENERAL DEMOLITION NOTES ARE APPLICABLE TO ALL CONSTRUCTION

PRIOR TO PROCEEDING WITH ANY WORK UNDER THIS CONTRACT, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL

NECESSARY SAFEGUARDS TO MAINTAIN ALL PARTS OF THE EXISTING SITE AND BUILDING IN A SAFE AND OCCUPIABLE CONDITION

THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL PROTECT THE EXISTING BUILDING, IT'S CONTENTS, AND ALL

BUILDING MECHANICAL, ELECTRICAL, AND TELECOMMUNICATION SYSTEMS FROM DAMAGE AT ALL TIMES. ALL DAMAGES RESULTING

DIRECTLY OR INDIRECTLY FROM THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED TO A "LIKE NEW" CONDITION AT THE CONTRACTOR'S

EXPENSE WITHOUT ANY ADDITIONAL COST TO THE OWNER

THE INFORMATION INDICATED ON THE CONTRACT DOCUMENTS IS BASED ON EXISTING DRAWINGS AND FIELD MEASUREMENTS. ALL

DIMENSIONAL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. THE CONTRACTOR SHALL BECOME TOTALLY

FAMILIAR WITH AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS THAT AFFECT THE CONTRACT. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE DIMENSIONS, ELEVATIONS, AND SEQUENCES OF WORK NECESSARY FOR THE PROPER CONSTRUCTION AND

ALIGNMENT OF PORTIONS OF THE PROJECT THAT INTERFACE WITH EXISTING CONDITIONS TO REMAIN. THE CONTRACTOR SHALL MAKE ALL

MEASUREMENTS NECESSARY FOR THE PROPER EXECUTION, FABRICATION AND ERECTION OF ALL WORK ASSOCIATED WITH THIS

CONTRACT.

THE BUILDING SHALL REMAIN OCCUPIED AND IN OPERATION DURING THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL

ENSURE THAT UTILITY SERVICES TO THE EXISTING FACILITY ARE NOT DISRUPTED BY THE CONTRACTOR'S ACTIVITIES WITHOUT ADVANCE

APPROVAL FROM THE OWNER.

REFERENCE MECHANICAL AND ELECTRICAL SERIES DRAWINGS FOR DEMOLITION SCOPE.

UNLESS OTHERWISE NOTED, REMOVE EXISTING CONSTRUCTION ON DEMOLITION PLANS THAT IS INDICATED BY A DASHED LINE, EXISTING

CONSTRUCTION TO REMAIN IS INDICATED BY SOLID LINES

AREAS OF LIMITED RENOVATION SCOPE INDICATED WITH HATCH PATTERN. HATCHED AREA IS OUTSIDE OF MAIN WORK AREA BUT MAY HAVE

LIMITED REMOVAL / REPLACEMENT OF CEILINGS FOR ROUTING OF NEW SERVICES - COORDINATE EXTENTS WITH MECHANICAL AND

ELECTRICAL DRAWINGS.

ALL PATCHES AND REPAIRS OF EXISTING / NEW FINISHES SHALL ALIGN WITH ADJACENT FINISH FACE AND SHALL MATCH IN MATERIAL, COLOR, AND TEXTURE. REPAIRS TO DAMAGED EQUIPMENT, MECHANICAL SYSTEMS, PLUMBING SYSTEMS, ELECTRICAL SYSTEMS AND

TELECOMMUNICATION SYSTEMS SHALL BE MADE WITH MATERIALS THAT ARE IDENTICAL TO MATERIALS, ITEMS AND SYSTEMS PATCHED

UNLESS SPECIFICALLY INDICATED OTHERWISE.

REMOVE ABANDONED SERVICES AT FLOOR AND CEILING DECK, COMPLETE. PREP PENETRATIONS FOR PLUG AND FILL, TYPICAL

REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR REMOVAL OF CEILING MOUNTED DEVICES, PIPING, AND EXISTING DUCTWORK.

REMOVE ALL ABANDONED FASTENERS, BRACKETS, LEDGERS, ETC. WITHIN THE PROJECT SCOPE BOUNDARY AND ASSOCIATED WITH THE

DEMOLISHED AND MODIFIED SYSTEMS.

MISCELLANEOUS DEMOLITION/CUTTING & PATCHING BEYOND WHAT IS INDICATED ON THE DRAWINGS MAY BE NECESSARY FOR CONDUITS

AND PIPING. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ROUTING OF THESE ITEMS.

GENERAL DEMOLITION NOTES

PROJECT DESCRIPTION

THIS PROJECT INCLUDES REMOVING EXISTING AIR HANDLING UNITS, TERMINAL BOXES, AND CONTROLS. THE WORK SHALL INCLUDE REPLACING THE

DEMOLISHED SYSTEMS IN-KIND WITH UPGRADED AIR HANDLING UNITS, TERMINAL BOXES, AND MECHANICAL CONTROLS.THE WORK WILL REQUIRE

SELECTIVE DEMOLITION AND REPAIRS TO SUPPORT MECHANICAL SYSTEMS INSTALLATION.

CODES AND STANDARDS

VIRGINIA UNIFORM STATEWIDE BUILDING CODE (VUSBC) - 2018

VIRGINIA EXISTING BUILDING CODE (VEBC) - 2018

VIRGINIA MAINTENANCE CODE - 2018

CONSTRUCTION AND PROFESSIONAL SERVICES MANUAL (CPSM) - 2021

ACCESSIBILITY CODE: ADA STANDARDS FOR ACCESIBLE DESIGN - 2010

OTHER DESIGN STANDARDS:

VIRGINIA PLUMBING CODE - 2018 EDITION

VIRGINIA MECHANICAL CODE - 2018 EDITION

VIRGINIA FUEL GAS CODE - 2018 EDITION

VIRGINIA ENERGY CONSERVATION CODE (VECC) - 2018 EDITION

CONSTRUCTION CLASSIFICATIONS

THIS UNDERTAKING WILL NOT CHANGE THE USE GROUP CLASSIFICATION OR THE BUILDING OCCUPANCY

PROJECT DATA

REFLECTED CEILING PLAN SYMBOLS

GENERAL NOTES:

1. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURES - SEE MECHANICAL DRAWINGS FOR DIFFUSERS AND GRILLES AND ADDITIONAL SCOPE.

2. CEILING FIXTURES AND DEVICES NOT SHOWN ON ARCHITECTURAL DRAWINGS. FIXTURE LOCATIONS TO REMAIN AS EXISTING. ANY FIXTURES

TEMPORARILY RELOCATED DURING CONSTRUCTION TO BE REPLACED IN ORIGINAL LOCATION, UNLESS OTHERWISE SPECIFICALLY NOTED IN

DESIGN DOCUMENTS.

2' x 2' CEILING GRID GRAY HATCH INDICATES "NOT IN SCOPE"

ABBREVIATIONS

SYMBOL INDICATIONS

MATERIAL INDICATIONS

ADA

AFF

BES

BLDG

BLKG

CSMU

CL CMU

CONC

COORD

CONT

DIAG

DIM

DTL

DWG

ELEC

ELEV

AMERICANS WITH DISABILITIES ACT

ABOVE FINISH FLOOR

BUILD EXPANSION JOINT

BUILDING

BLOCKING

CALCIUM SILICATE MASONRY UNIT

CENTERLINE, CLEAR

CONCRETE MASONRY UNIT

CONCRETE

COORDINATE

CONTINUOUS

CONTROL JOINT

DIAGONAL

DIMENSION

DETAIL

DRAWING

EACH

ELECTRICAL

ELEVATION

ERTS

EXT

FEC

FLR

FRT

GALV

GYP BD

HIR

HORIZ

HPDL

MAX

MFR

OPP

EQUAL

EMERGENCY RESPONSE

TELEPHONE SYSTEM

EXTERIOR

FIRE EXTINGUISHER CABINET

FLOOR

FLOOR DRAIN

FIRE RETARDANT TREATED

FIELD VERIFY

GALVANIZED

GYPSUM BOARD

HEARING IMPAIRED ROOM

HORIZONTAL

HEIGHT

HIGH PRESSURE DECORATIVE

LAMINATE

MAXIMUM

MANUFACTURER

ON CENTER

OPPOSITE

PART

REQD

SCHED

SIM

SPEC

T&G

TYP

UON

VERT

PARTIAL

PAINT, POINT

PANEL JOINT

ROOF DRAIN

REQUIRED

SCHEDULE

SIMILIAR

SPECIFICATION

TONGUE AND GROOVE

TYPICAL

UNDERWRITERS LABORATORY

UNLESS OTHERWISE NOTED

VERTICAL

WITH

BUILDING SECTION NUMBER

SHEET WHERE SECTION IS FOUND

WALL SECTION NUMBER

SHEET WHERE SECTION IS FOUND

DETAIL NUMBER OR LETTER

SHEET WHERE DETAIL IS FOUND

EXTERIOR ELEVATION LETTER

SHEET WHERE ELEVATION IS FOUND

INTERIOR ELEVATION LETTER

SHEET WHERE ELEVATION IS FOUND

ROOM NUMBER

WITH LETTER OR NUMBER

INDICATES CENTERLINE OF

COLUMN

PARTITION TYPE

DOOR NUMBER

MORTAR

CONCRETE

CMU

ROUGH CARPENTRY

BLOCKING - SIZED AS REQUIRED

RIGID INSULATION

SPEC NOTE

A101

12.00.00

SERVICE ENTRANCE

CONSTRUCTION LAY-DOWN

AREA AND TRAILER SITE -

MAINTAIN DRIVEWAY

ACCESS THROUGHOUT

CONSTRUCTION

ECHOLS HALL

SITE PLAN

JOSEPH ECHOLS HALL

CONSTRUCTION

ENTRANCE -

ACCESS GATE #8

GOOGLE MAPS

VICINITY MAPLOCATION MAP - NORFOLK STATE UNIVERSITY

HANBURY EVANS WRIGHT VLATTAS + COMPANY

DRAWN BY:

CHECKED BY:

PROJECT CODE:

DESCRIPTIONDATEMARK

SHEET TITLE:

SHEET NUMBER:

3 42 51 6

21 43 5 6

C O

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DATE:

HANBURY PROJECT NO:

213-2122-012

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12/21/2023 BID SET

:4 :2

Author

Checker

COVER SHEET,

PROJECT DATA AND

DRAWING INDEX

G001

Issue Date

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21069.02

INDEX OF DRAWINGS - ARCHITECTURAL

SHEET

NUMBER SHEET NAME

AD103 THIRD FLOOR DEMOLITION PLAN - PART A

AD104 THIRD FLOOR DEMOLITION PLAN - PART B

A100 FIRST FLOOR REFERENCE PLAN - OVERALL

A101 FIRST FLOOR REFLECTED CEILING PLAN - PART A

A102 FIRST FLOOR REFLECTED CEILING PLAN - PART B

A103 THIRD FLOOR PLAN - PART A

A104 THIRD FLOOR PLAN - PART B

A201 EXTERIOR ELEVATIONS

A202 EXTERIOR ELEVATIONS

A203 EXTERIOR ELEVATION

A301 SECTIONS AND DETAILS

INDEX OF DRAWINGS - GENERAL

SHEET

NUMBER SHEET NAME

G001 COVER SHEET, PROJECT DATA AND DRAWING INDEX

G002 KEYNOTE MASTER LIST

INDEX OF DRAWINGS - MECHANICAL DEMOLITION

SHEET

NUMBER SHEET NAME

MD101 FIRST FLOOR PLAN - PART A DEMOLITION - DUCTWORK

MD102 FIRST FLOOR PLAN - PART B DEMOLITION -

DEMOLITION

MD103 THIRD FLOOR PLAN - PART A DEMOLITION

MD104 THIRD FLOOR PLAN - PART B DEMOLITION

MD201 FIRST FLOOR PLAN - PART A DEMOLITION - PIPING

MD202 FIRST FLOOR PLAN - PART B DEMOLITION - PIPING

MD203 THIRD FLOOR PLAN - PART A DEMOLITION

MD204 THIRD FLOOR PLAN - PART B DEMOLITION

MD301 SECTIONS

MD401 ENLARGED PLANS

INDEX OF DRAWINGS - STRUCTURAL

SHEET

NUMBER SHEET NAME

S001 GENERAL NOTES & SPECIAL INSPECTIONS

S101 MEZZANINE FRAMING PLAN – AREA A

S102 MEZZANINE FRAMING PLAN – AREA B

S501 TYPICAL DETAILS

INDEX OF DRAWINGS - MECHANICAL

SHEET

NUMBER SHEET NAME

M001 LEGEND, NOTES AND ABBREVIATIONS

M101 FIRST FLOOR DUCTWORK PLAN - PART A NEW WORK

M102 FIRST FLOOR DUCTWORK PLAN - PART B NEW WORK

M103 THIRD FLOOR DUCTWORK PLAN - PART A NEW WORK

M104 THIRD FLOOR DUCTWORK PLAN - PART B NEW WORK

M201 FIRST FLOOR PIPING PLAN - PART A NEW WORK

M202 FIRST FLOOR PIPING PLAN - PART B NEW WORK

M203 THIRD FLOOR PIPING PLAN - PART A NEW WORK

M204 THIRD FLOOR PIPING PLAN - PART B NEW WORK

M301 SECTIONS

M401 ENLARGED PLANS

M501 DETAILS

M601 SCHEDULES

M701 CONTROLS

M702 CONTROLS

M703 CONTROLS

M704 CONTROLS

M705 CONTROLS

ECHOLS HALL MECHANICAL IMPROVEMENTS

NORFOLK STATE UNIVERSITY

700 PARK AVENUE, NORFOLK, VIRGINIA BID SET - DECEMBER 21, 2023

INDEX OF DRAWINGS - ELECTRICAL

SHEET

NUMBER SHEET NAME

E001 LEGEND, NOTES AND ABBREVIATIONS

E-201 FIRST FLOOR POWER PLAN - PART A NEW WORK

E-202 FIRST FLOOR POWER PLAN - PART B NEW WORK

E-203 THIRD FLOOR POWER PLAN - PART A NEW WORK

E-204 THIRD FLOOR POWER PLAN - PART B NEW WORK

E-601 PANELBOARD SCHEDULES AND RISER DIAGRAMS

INDEX OF DRAWINGS - ELECTRICAL DEMOLITION

SHEET

NUMBER SHEET NAME

ED201 FIRST FLOOR PLAN - PART A DEMOLITION

ED202 FIRST FLOOR PLAN - PART B DEMOLITION

ED203 THIRD FLOOR PLAN - PART A DEMOLITION

ED204 THIRD FLOOR PLAN - PART B DEMOLITION

ISSUE FOR BID

HANBURY EVANS WRIGHT VLATTAS + COMPANY

DRAWN BY:

CHECKED BY:

PROJECT CODE:

DESCRIPTIONDATEMARK

SHEET TITLE:

SHEET NUMBER:

3 42 51 6

21 43 5 6

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DATE:

HANBURY PROJECT NO:

213-2122-012

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12/21/2023 BID SET

:4 :2

Author

Checker

KEYNOTE MASTER

LIST

G002

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21069.02

KEYNOTE LEGEND

Key Value Keynote Text

024119.01 DISMANTLE EXISTING METAL WALL PANEL SECTIONS TO EXTENT SHOWN AND STORE FOR REUSE (SEE PLAN DIMENSIONS AND HATCH PATTERN ON ELEVATIONS). CONTRACTOR TO PROVIDE TEMPORARY WEATHER PROTECTIVE BARRIER DURING CONSTRUCTION TO PREVENT WEATHER INFILTRATION AND DAMAGE TO

BUILDING INTERIOR DURING CONSTRUCTION.

024119.02 EXISTING ATTIC ACCESS LADDER TO REMAIN

024119.03 EXISTING ATTIC ACCESS LADDER OPENING - REMOVE ALL IMPEDING MATERIAL

024119.04 SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR DUCTWORK, PIPING, AND WIRING REMOVAL EXTENTS

024119.05 AT EXTERIOR WALL LOCATIONS BEING USED FOR MEZZANINE ACCESS OPENINGS, REMOVE BATT INSULATION FROM STUD CAVITY OF WORK AREA - PREPARE AREA TO RECEIVE NEW INSULATION

024119.06 EXISTING LOUVERS AND GRILLES TO REMAIN. WHERE REMOVAL IS REQUIRED, LOUVERS AND GRILLES SHALL BE SALVAGED FOR RE-INSTALLATION. AT FIRST FLOOR, EXISTING LOUVERS TO BE REMOVED FOR

EQUIPMENT PATHWAY, TYPICAL, FOR ALL AIR HANDLER LOCATIONS

024119.07 EXISTING ACCESS DOOR TO REMAIN

024119.08 DEMOLISH LIGHT GAUGE METAL STUDS TO EXTENTS SHOWN - CLIP HEADER AND SILL TRACK - PROVIDE SMOOTH EDGE CONDITION. PREPARE OPENING TO RECEIVE NEW DEMOUNTABLE RIGID STUD FRAME AFTER

USE AS TEMPORARY CONSTRUCTION OPENING

024119.09 COMPONENTS OF STRUCTURAL STEEL TO BE TEMPORARILY REMOVED AS NEEDED FOR EQUIPMENT ACCESS - REFERENCE STRUCTURAL DRAWINGS FOR DETAILS, SHORING, AND OTHER REQUIREMENTS. FOR CONDITIONS NOT IDENTIFIED IN CONTRACT DOCUMENTS, CONTRACTOR TO REQUEST ADDITIONAL

INFORMATION FROM STRUCTURAL ENGINEER.

024119.10 EXISTING ROOF SYSTEM - PROTECT 'EXISTING TO REMAIN' FOR THE DURATION OF THE WORK, TYPICAL.

REPAIR OR REPLACE DAMAGED MATERIALS CAUSED BY THE WORK.

024119.11 EXISTING COPING TO REMAIN. WHERE REMOVAL OR MANIPULATION IS REQUIRED, COPING SHALL BE

SALVAGED FOR RE-INSTALLATION OR READJUSTED TO LIKE-NEW CONDITION.

024119.12 EXISTING STRUCTURAL STEEL SHOWN SHADED (GRAY) TO REMAIN.

024119.13 REMOVE EXISTING SUSPENDED ACOUSTICAL PANEL CEILING GRID AND TILES IN WORK AREA - PROTECT AND STORE FOR REUSE. ASSUME REPLACEMENT OF 1000 SF OF SAPC TOTAL THROUGHOUT ALL AREAS INDICATED WITH THIS KEYNOTE. REMOVAL MAY BE REQUIRED IN AREAS BEYOND SCOPE BOUNDARY.

REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR CONCENTRATED AREAS OF WORK AT

EQUIPMENT LOCATIONS.

024119.14 EXISTING INSULATED KNEE WALL TO REMAIN - PROTECT IT AND RELATED ROOF BASE FLASHING ASSEMBLY

DURING ENTIRE WORK SEQUENCE TYPICAL

024119.15 DEMOLISH EXISTING WOOD PLATFORM AND STEP - PREPARE AREA TO RECEIVE NEW PREFABRICATED

METAL TREADS

024119.16 DEMOLISH EXISTING SUSPENDED ACOUSTICAL PANEL CEILING GRID AND TILES IN THIS CONTIGUOUS AREA.

REPLACE WITH ALL NEW CEILING AND GRID. FIELD VERIFY EXISTING CEILING SYSTEM AND REPLACE TO MATCH EXISTING. EXISTING LIGHTS AND SYSTEMS NOT IN REPLACEMENT SCOPE ARE TO BE PROTECTED

FOR REUSE.

035113.01 REMOVE ALL EXISTING TECTUM PANELS WITH DAMAGE OR FAILURE PRESENTING A HAZARDOUS CONDITION, TYPICAL AT MEZZANINE LEVEL. REPLACEMENT MAY BE REQUIRED BEYOND WHAT IS INDICATED ON THE DRAWINGS. INSPECT ANY UNDERLYING STRUCTURE AND PREPARE SURFACES TO RECEIVE NEW TECTUM

PANEL CUT TO FIT & SUPPORT TO MATCH EXISTING CONDITIONS.

035113.02 NEW TECTUM PANEL THIS LOCATION - FIELD VERIFY PANEL SIZE TO MATCH EXISTING OPENING. ADDITIONAL PANELS MAY BE REQUIRED BEYOND WHAT IS INDICATED ON THE DRAWINGS - CONTRACTOR TO FIELD

VERIFY.

035113.03 FILL AND PATCH ALL PENETRATIONS IN TECTUM WALL PANELS THAT ALLOW VISIBILITY TO ADJACENT SPACE, TYPICAL (ASSUME 100 SF TOTAL PATCH AND FILL AT TECTUM WALLS, FLOORS, AND CEILING AT MEZZANINE

LEVEL). PATCH AND FILL MAY BE REQUIRED BEYOND WHAT IS INDICATED ON THE DRAWINGS.

035113.04 REPLACE TECTUM FLOOR PANELS AT CONDITIONS WITH ABANDONED PENETRATIONS OVER 2" DIAMETER AND EXPOSURE TO ADJACENT SPACE, TYPICAL (ASSUME 400 SF). PATCH AND FILL OPENINGS IN EXISTING TO REMAIN PANELS WITH PENETRATIONS SMALLER THAN 2" DIAMETER (WEDGE CUT ROUGH OPENING SUCH THAT INFILL MATERIAL CANNOT FALL THRU OPENINGS, TYPICAL). REPLACEMENT OR PATCH AND FILL MAY BE REQUIRED BEYOND WHAT IS INDICATED ON THE DRAWINGS, FIELD VERIFY ENTIRE WORK AREA AND REPORT

ANY DISCREPANCIES TO THE ARCHITECT.

035113.05 EXISTING EXPOSED TECTUM ROOF DECK/CEILING TO REMAIN. FILL AND PATCH ANY HOLES, UTILITY PENETRATIONS, OR DEVICE CONNECTIONS NOT TO BE REUSED. PATCH, REPAIR, AND SEAL ALL PENETRATIONS IN ROOF DECK, WITH VISIBLE DAYLIGHT, LEAKS, OR OTHER WEATHER PERMEABLE

CONDITIONS, TYPICAL

055000.01 GALVANIZED METAL 3-STEP SHIPS LADDER TO ROOF ACCESS - FIELD VERIFY CLEARANCE AND STEPS

REQUIRED PRIOR TO FABRICATION

055119.01 STEEL STAIRS WITH 5 EQUAL RISER (INCLUDING EXISTING METAL SILL / DOOR THRESHOLD AT EXISTING DOORS) AND MINIMUM 12" DEEP BY WIDTH OF DOOR FRAME STEEL-BAR-GRATING TREADS - PROVIDE PIPERAIL TYPE GUARDRAIL ON EITHER SIDE AS SHOWN TYPICAL - FIELD VERIFY RISER DIMENSIONS REQUIRED AND WIDTH OF EXISTING DOOR FRAME - GUARDRAILS TO ABUT EXISTING DOOR FRAME ON

EITHER SIDE TYPICAL

064116.01 DEMOLISH EXISTING BASE CABINET COMPLETE. EXISTING SURROUNDING FINISHES AND EQUIPMENT TO REMAIN. PROTECT FLOOR, WALLS, SECURITY GRILLE, AND SURROUNDING CONDITIONS FROM DAMAGE AND DISTURBANCE DURING CONSTRUCTION. INSTALL NEW BASE CABINET TO MATCH ORIGINAL CABINET LOCATION AND ALIGNING FLOOR FINISHES. COORDINATE COUNTER INSTALLATION WITH EXISTING

OVERHEAD ROLLING SECURITY GRILLE.

072100.01 FOIL FACED INSULATION TYPE, THICKNESS & R-VALUE TO MATCH EXISTING - FIT TIGHTLY BETWEEN STUDS AND RUNNER TRACKS AND ATTACH WITH FOIL FACED ADHESIVE TAPE TYPICAL, FOR A COMPLETE

INSULATED SEAL

074213.01 CUSTOM FIT METAL PANEL INFILL PLATE AT CORRUGATED EXTERIOR WALL PANEL BASE – CAULK PERIMETER JOINT COMPLETE WITH MOISTURE RETARDANT SEALANT AND PACK TIGHTLY WITH INSULATION

AND NEOPRENE GASKET (ASSUME 40 L.F.)

078413.01 WHERE ALTERNATION OF PENETRATIONS OCCUR PROVIDE CONTINUOUS FIRESTOP SEALANT TO MATCH

EXISTING UL FLOOR PENETRATION DESIGN

078443.01 WHERE FIRE RATED JOINT CONDITIONS ARE REQUIRED OR MODIFIED PROVIDE CONTINIUOUS JOINT

FIRESTOPPING

092216.01 60"X60" DEMOUNTABLE FULLY WELDED 14 GAUGE LIGHT GAUGE BENT PLATE FRAME WITH 6" STUDS AT 16" O.C. - FIELD VERIFY MAXIMUM HORIZONTAL AND VERTICAL DIMENSION POSSIBLE AT EACH CONDITION - AT EACH LOCATION STENCIL "ACCESS PANEL BEYOND" IN 3" BLOCK LETTERS WITHIN 6" OF BOTTOM OF ALL EXTERIOR RIBBED METAL PANELS ON OUTSIDE OF DEMOUNTABLE FRAME LOCATIONS - PROVIDE 3/8" STAINLESS STEEL CARRIAGE BOLTS AT 12" OC & WITHIN 4" OF EACH CORNER THRU-BOLTED TO EXISTING CLIP ANGLE AT TOP AND EXISTING CHANNEL AT BOTTOM OF OPENING TYPICAL. WHERE ACCESS OPENINGS ARE SHOWN GREATER THAN 60" WIDE, PROVIDE MULTIPLE RIGID FRAMES TO MEET THE REQUIRED WIDTH.

092216.02 20 GAUGE NON-STRUCTURAL 6" RUNNER TRACK - TACK WELD TO 14 GAUGE BENT PLATE FRAME @ 12" OC

TYPICAL

092216.03 14 GAUGE LIGHT GAUGE BENT PLATE 4-SIDED FRAME FULLY WELDED - FIELD VERIFY EACH ROUGH OPENING

SO THAT ENTIRE ASSEMBLY IS EASILY REMOVABLE FROM EACH LOCATION TYPICAL

092216.04 20 GAUGE NON-STRUCTURAL 6" STUDS @ 16" OC EQUALLY SPACED FROM SIDE OF FRAME - TACK WELD TO 14 GAGE BENT PLATE FRAME @ 12" OC (SIDE STUDS) AND TOP AND BOTTOM OF INTERMEDIATE STUDS

092900.01 PATCH AND REPAIR GYPSUM BOARD OR CMU AT LOCATIONS ABOVE AND BELOW CEILING, IMPACTED BY THE

WORK, TYPICAL THROUGHOUT ENTIRE WORK AREA

IIIRISK CATEGORY

CLASSIFICATION OF BUILDING

LIVE LOADS - UNIFORM:

20 PSFROOF

128 MPHULTIMATE DESIGN WIND SPEED (VULT)

99 MPHNOMINAL DESIGN (VASD) WIND SPEED

±0.18INTERNAL PRESSURE COEFFICIENT

BEXPOSURE CATEGORY

WIND LOADS:

1.0IMPORTENCE FACTOR (IW)

D (ASSUMED)SITE CLASSIFICATION

ASEISMIC DESIGN CATEGORY

1.25IMPORTANCE FACTOR (IE)

SEISMIC LOADS:

SPECTRAL RESPONSE ACCELERATIONS:

0.086S 0.040S 0.137S 0.095S 0.092S 0.063S

1. THE STRUCTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH THE

ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. THE CONTRACTOR

MUST VERIFY THE REQUIREMENTS OF OTHER TRADES AS TO SLEEVES, CHASES,

HANGERS, INSERTS, ANCHORS, HOLES, AND ADDITIONAL ITEMS TO BE PLACED

OR SET IN THE STRUCTURAL WORK.

2. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE PROVISIONS

OF THE VIRGINIA CONSTRUCTION CODE, 2018 EDITION.

3. THE CONTRACTOR MUST PROVIDE TEMPORARY SHORING AND BRACING

REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL

PERMANENT SUPPORTS AND LATERAL BRACING ARE IN PLACE.

4. PORTIONS OF THE STRUCTURE NOT ALTERED AND NOT AFFECTED BY THE

ALTERATION HAVE NOT BEEN REVIEWED FOR COMPLIANCE WITH THE CODE

REQUIREMENTS FOR A NEW STRUCTURE.

5. BEFORE PROCEEDING WITH WORK WITHIN THE EXISTING STRUCTURE, THE

CONTRACTOR MUST BECOME FAMILIAR WITH THE EXISTING STRUCTURAL

CONDITIONS. THE CONTRACTOR MUST BE SOLELY RESPONSIBLE FOR THE

DESIGN AND ERECTION OF ANY AND ALL SAFEGUARDS NECESSARY TO PROTECT

THE EXISTING STRUCTURE.

6. PRIOR TO ISSUING THE STRUCTURAL DRAWINGS FOR ANY PURPOSE,

AUTHORIZATION MUST BE OBTAINED FROM THE STRUCTURAL ENGINEER OF

RECORD. WHEN AUTHORIZED, THE DOCUMENTS THAT ARE RELEASED MUST BE

CLEARLY IDENTIFIED WITH THE AUTHORIZED PURPOSE AND MUST INCLUDE THE

DATE OF RELEASE.

7. DESIGN CRITERIA:

GENERAL NOTES:

S 1

MS M1

DS D1

1. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE AMERICAN INSTITUTE

OF STEEL CONSTRUCTION (AISC) 360.

2. STRUCTURAL STEEL SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS:

A. STRUCTURAL STEEL SHAPES, PLATES AND BARS (EXCEPT W-SHAPES) -

ASTM A 36, Fy = 36 KSI

3. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1, "STRUCTURAL WELDING

CODE - STEEL." WELD ELECTRODES MUST BE E70XX LOW HYDROGEN. UNLESS

OTHERWISE NOTED, PROVIDE CONTINUOUS FILLET WELDS WITH MINIMUM SIZE

REQUIRED BY TABLE J2.4, PART 4 OF THE AMERICAN INSTIYUTE OF STEEL

CONSTRUCTION (AISC) 360.

4. COORDINATE ALL MEMBER LOCATIONS, UNIT WEIGHTS, OPENING SIZES, AND

CURB DIMENSIONS FOR MECHANICAL EQUIPMENT WITH THE ACTUAL EQUIPMENT

FURNISHED.

STRUCTURAL STEEL NOTES:

1. COLD-FORMED METAL FRAMING MUST BE IN ACCORDANCE WITH THE AMERICAN

IRON AND STEEL INSTITUTE (AISI) "NORTH AMERICAN STANDARD FOR COLD-

FORMED STEEL FRAMING - GENERAL PROVISIONS"

2. COLD-FORMED METAL FRAMING MEMBERS MUST CONFORM TO ASTM C955, AND

BE FORMED OF CORROSION-RESISTANT STEEL CONFORMING TO ASTM A653 AND

ASTM C955 WITH A MINIMUM YIELD STRENGTH OF 33 KSI FOR 43 MIL AND

THINNER MEMBERS AND 50 KSI FOR ALL OTHER MEMBERS.

3. MEMBER SECTION PROPERTIES MUST CONFORM TO PART 'I' OF THE "COLD-

FORMED STEEL DESIGN MANUAL."

COLD-FORMED METAL FRAMING NOTES:

ARCH

BOT, B

CFMF

CLR

CONN

CONT

DWGS

EXIST

FV, ±

MAX

MECH

NTS

ARCHITECT

BOTTOM

COLD-FORMED METAL

FRAMING

CENTERLINE

CLEAR

CONNECTION

CONTINUOUS

DRAWINGS

EACH

EXISTING

FIELD VERIFY

MAXIMUM

MECHANICAL

NOT TO SCALE

OPH

PAF

PME

REF

SCHED

STD

T&B

TYP

UON

VERT

ON CENTER

OPPOSITE HAND

POWDER ACTUATED

FASTENER

PLATE

PLUMBING, MECHANICAL &

ELETRICAL

REFERENCE, REFER TO

SCHEDULE

STANDARD

TOP & BOTTOM

TYPICAL

UNLESS OTHERWISE NOTED

VERTICAL

WITH

ABBREVIATIONS:

= CHANGE IN ELEVATION -

REF ARCH DWGS FOR DIMENSIONS

PLAN KEY NOTE MARK=

COLUMN GRID MARK=

PLAN LEGEND:

Structural Engineers

LM Project #V21.111

400 Granby St Suite 401

Norfolk, VA 23510

757.671.8626 - lynchmykins.com

HANBURY EVANS WRIGHT VLATTAS + COMPANY

DRAWN BY:

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AREA OF WORK

Structural Engineers

LM Project #V21.111

400 Granby St Suite 401

Norfolk, VA 23510

757.671.8626 - lynchmykins.com

HANBURY EVANS WRIGHT VLATTAS + COMPANY

DRAWN BY:

CHECKED BY:

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MEZZANINE

FRAMING PLAN -

AREA A

S101

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KEY NOTES

01 EXISTING DOUBLE JOISTS MUST BE REINFORCED AS SHOWN ON THE

TYPICAL EXISTING JOIST STRENGTHENING DETAILS ON S501.

02 EXISTING ROOF BEAM.

03 EXISTING LONG-SPAN ROOF TRUSS.

04 EXISTING ROOF JOIST.

05 EXISTING STEEL COLUMN.

06 EXISTING ROOF FRAMING NOT SHOWN FOR CLARITY.

07 NEW OPENING IN EXISTING WALL. REFER TO TYPICAL NEW WALL OPENING

DETAIL ON S501. REFER TO ARCHITECTURAL DRAWINGS FOR OPENING

DIMENSIONS.

08 EXISTING SUPPORTS ON TOP OF FRAMING TO SUPPORT MECHANICAL

EQUIPMENT. REFER TO "TYPICAL EXISTING MECHANICAL UNIT SUPPORT

MODIFICATION DETAILS" WHERE NEW UNIT DIMENSIONS DO NOT MATCH

EXISTING SUPPORT DIMENSIONS.

1/8" = 1'-0"

MEZZANINE FRAMING PLAN - AREA A

FRAMING PLAN NOTES

A. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN.

B. NOT ALL EXISTING FRAMING MEMBERS SHOWN ON PLAN. ROOF FRAMING

IS ONLY SHOWN AT AREAS REQUIRING MODIFICATIONS FOR SUPPORT OF

NEW MECHANICAL EQUIPMENT.

C. EXISTING FRAMING ON TOP OF ROOF FRAMING MEMBERS SHALL BE

RE-USED TO SUPPORT NEW MECHANICAL EQUIPMENT.

NTS

KEY PLAN

18171615.81514131110986543.2321

TYP

AREA OF WORK

Structural Engineers

LM Project #V21.111

400 Granby St Suite 401

Norfolk, VA 23510

757.671.8626 - lynchmykins.com

HANBURY EVANS WRIGHT VLATTAS + COMPANY

DRAWN BY:

CHECKED BY:

PROJECT CODE:

DESCRIPTIONDATEMARK

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MEZZANINE

FRAMING PLAN -

AREA B

S102

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21069.02

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KEY NOTES

01 EXISTING DOUBLE JOISTS MUST BE REINFORCED AS SHOWN ON THE

TYPICAL EXISTING JOIST STRENGTHENING DETAILS ON S501.

02 EXISTING ROOF BEAM.

03 EXISTING LONG-SPAN ROOF TRUSS.

04 EXISTING ROOF JOIST.

05 EXISTING STEEL COLUMN.

06 EXISTING ROOF FRAMING NOT SHOWN FOR CLARITY.

07 NEW OPENING IN EXISTING WALL. REFER TO TYPICAL NEW WALL OPENING

DETAIL ON S501. REFER TO ARCHITECTURAL DRAWINGS FOR OPENING

DIMENSIONS.

08 EXISTING SUPPORTS ON TOP OF FRAMING TO SUPPORT MECHANICAL

EQUIPMENT. REFER TO "TYPICAL EXISTING MECHANICAL UNIT SUPPORT

MODIFICATION DETAILS" WHERE NEW UNIT DIMENSIONS DO NOT MATCH

EXISTING SUPPORT DIMENSIONS.

FRAMING PLAN NOTES

A. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN.

B. NOT ALL EXISTING FRAMING MEMBERS SHOWN ON PLAN. ROOF FRAMING

IS ONLY SHOWN AT AREAS REQUIRING MODIFICATIONS FOR SUPPORT OF

NEW MECHANICAL EQUIPMENT.

C. EXISTING FRAMING ON TOP OF ROOF FRAMING MEMBERS SHALL BE

RE-USED TO SUPPORT NEW MECHANICAL EQUIPMENT.

1/8" = 1'-0"

MEZZANINE FRAMING PLAN - AREA B

A1 NTS

KEY PLAN

NTS

TYPICAL EXISTING JOIST STRENGTHENING DETAILS

CL OF SUPPORT

JOIST SPAN

EXIST JOIST TOP

CHORD

ADD L1x1x1/8 EA

SIDE OF EXIST

WEB MEMBERS

LAP ANGLES 3/4"

ONTO VERT LEGS

OF CHORD

MEMBERS

EXIST JOIST

BOT CHORD

ELEVATION SECTION

NOTES :

A. PROVIDE ADDED WEB ANGLES AT

EACH END OF JOIST EXTENDING FROM

SUPPORT CENTERLINE TO A DISTANCE

OF 1/4 THE SUPPORT JOIST SPAN.

B. DO NOT SUPPORT ANY NEW LOAD

(CEILING, DUCTS, LIGHTS, PLUMBING,

ELECTRICAL, EQUIPMENT, ETC) ON

EXISTING JOISTS UNTIL ALL

REINFORCING IS INSTALLED.

1/8

TYP

NTS

TYPICAL NEW WALL OPENING DETAIL

(2) 600S200-54

JAMB STUDS (TYP)

(2) PAF EXISTING

SUPPORTING

STRUCTURE

3/4" CLR

VERT SLIP CONN

EA SIDE OF JAMB

W/ MIN 350#

LATERAL FORCE

& MIN 3/4"

MOVEMENT

CONT 600T300-97

JAMB STUD

AT UNDERSIDE

9'-0" MAX

STUDS AS REQUIRED FOR NEW OPENING

REMOVE EXISTING PANEL AND CFMF

NTS

DETAIL AT SUPPORT

EXIST STUDS (TYP)

NTS

DETAIL AT BASE

REF ARCH DWGS

JAMB STUD

EXIST CHANNEL

16 GAGE RIGID

CLIP EA SIDE OF

JAMB

EXIST SUPPORT

(2) #10 SCREWS

(2) 0.157"Ø PAF

NEW UNIT SMALLER THAN

EXISTING SUPPORT PLAN

ADDED SUPPORT

PLATE AT NEW UNIT

NTS

TYPICAL EXISTING MECHANICAL UNIT SUPPORT MODIFICATION DETAILS

EXIST

BEAM

PL3/8

BEAM -

REF PLAN

STD CONN

3/16

SIDES

SECTION

MAX

3/16 3-12

CONT PL5/16 -

PLATE CAN EXTEND

1'-0" MAX BEYOND

BEAM EA END

NEW MECH UNIT -

REF PME DWGS

EXIST W8 SUPPORT

EXIST ATTIC FLOOR

DETAIL APPLIES WHERE NEW UNIT BEARS

LESS THAN 2" ON EXIST BEAM FLANGE

F V

MECH DWGS

COORD W/

M E

C H

D W

G S

C O

O R

D W

W8x24

EXIST 8x24

(TYP)

EXIST PIPE

SUPPORT

(TYP)

W x

Structural Engineers

LM Project #V21.111

400 Granby St Suite 401

Norfolk, VA 23510

757.671.8626 - lynchmykins.com

HANBURY EVANS WRIGHT VLATTAS + COMPANY

DRAWN BY:

CHECKED BY:

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DESCRIPTIONDATEMARK

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TYPICAL DETAILS

S501

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024119.09

024119.01

024119.08

024119.09

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024119.08

024119.09

024119.01

+/- 8" 12' - 0"

024119.08

024119.09

024119.01

024119.06024119.06 024119.07

024119.02

024119.03

024119.10024119.10 024119.10024119.10

024119.10024119.10

024119.04

024119.04024119.04

024119.04

024119.15

024119.15 024119.15

035113.01

024119.05 024119.05

024119.05024119.05

10.

11.

GENERAL DEMOLITION NOTES ARE APPLICABLE TO ALL CONSTRUCTION

PRIOR TO PROCEEDING WITH ANY WORK UNDER THIS CONTRACT, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL

NECESSARY SAFEGUARDS TO MAINTAIN ALL PARTS OF THE EXISTING SITE AND BUILDING IN A SAFE AND OCCUPIABLE CONDITION

THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL PROTECT THE EXISTING BUILDING, IT'S CONTENTS, AND ALL

BUILDING MECHANICAL, ELECTRICAL, AND TELECOMMUNICATION SYSTEMS FROM DAMAGE AT ALL TIMES. ALL DAMAGES RESULTING

DIRECTLY OR INDIRECTLY FROM THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED TO A "LIKE NEW" CONDITION AT THE CONTRACTOR'S

EXPENSE WITHOUT ANY ADDITIONAL COST TO THE OWNER

THE INFORMATION INDICATED ON THE CONTRACT DOCUMENTS IS BASED ON EXISTING DRAWINGS AND FIELD MEASUREMENTS. ALL

DIMENSIONAL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. THE CONTRACTOR SHALL BECOME TOTALLY

FAMILIAR WITH AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS THAT AFFECT THE CONTRACT. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE DIMENSIONS, ELEVATIONS, AND SEQUENCES OF WORK NECESSARY FOR THE PROPER CONSTRUCTION AND

ALIGNMENT OF PORTIONS OF THE PROJECT THAT INTERFACE WITH EXISTING CONDITIONS TO REMAIN. THE CONTRACTOR SHALL MAKE ALL

MEASUREMENTS NECESSARY FOR THE PROPER EXECUTION, FABRICATION AND ERECTION OF ALL WORK ASSOCIATED WITH THIS

CONTRACT.

THE BUILDING SHALL REMAIN OCCUPIED AND IN OPERATION DURING THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL

ENSURE THAT UTILITY SERVICES TO THE EXISTING FACILITY ARE NOT DISRUPTED BY THE CONTRACTOR'S ACTIVITIES WITHOUT ADVANCE

APPROVAL FROM THE OWNER.

REFERENCE MECHANICAL AND ELECTRICAL SERIES DRAWINGS FOR DEMOLITION SCOPE.

UNLESS OTHERWISE NOTED, REMOVE EXISTING CONSTRUCTION ON DEMOLITION PLANS THAT IS INDICATED BY A DASHED LINE, EXISTING

CONSTRUCTION TO REMAIN IS INDICATED BY SOLID LINES

AREAS OF LIMITED RENOVATION SCOPE INDICATED WITH HATCH PATTERN. HATCHED AREA IS OUTSIDE OF MAIN WORK AREA BUT MAY HAVE

LIMITED REMOVAL / REPLACEMENT OF CEILINGS FOR ROUTING OF NEW SERVICES - COORDINATE EXTENTS WITH MECHANICAL AND

ELECTRICAL DRAWINGS.

TELECOMMUNICATION SYSTEMS SHALL BE MADE WITH MATERIALS THAT ARE IDENTICAL TO MATERIALS, ITEMS AND SYSTEMS PATCHED

UNLESS SPECIFICALLY INDICATED OTHERWISE.

REMOVE ABANDONED SERVICES AT FLOOR AND CEILING DECK, COMPLETE. PREP PENETRATIONS FOR PLUG AND FILL, TYPICAL

REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR REMOVAL OF CEILING MOUNTED DEVICES, PIPING, AND EXISTING DUCTWORK.

REMOVE ALL ABANDONED FASTENERS, BRACKETS, LEDGERS, ETC. WITHIN THE PROJECT SCOPE BOUNDARY AND ASSOCIATED WITH THE

DEMOLISHED AND MODIFIED SYSTEMS.

MISCELLANEOUS DEMOLITION/CUTTING & PATCHING BEYOND WHAT IS INDICATED ON THE DRAWINGS MAY BE NECESSARY FOR CONDUITS

AND PIPING. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ROUTING OF THESE ITEMS.

GENERAL DEMOLITION NOTES

HANBURY EVANS WRIGHT VLATTAS + COMPANY

DRAWN BY:

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Checker

THIRD FLOOR

DEMOLITION PLAN -

PART A

AD103

Issue Date

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1/8" = 1'-0"A1

THIRD FLOOR DEMOLITION PLAN - PART A

KEYNOTE LEGEND - SHEET

Key Value Keynote Text

DAMAGE TO BUILDING INTERIOR DURING CONSTRUCTION.

024119.02 EXISTING ATTIC ACCESS LADDER TO REMAIN

024119.03 EXISTING ATTIC ACCESS LADDER OPENING - REMOVE ALL IMPEDING MATERIAL

024119.04 SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR DUCTWORK, PIPING, AND WIRING REMOVAL EXTENTS

024119.05 AT EXTERIOR WALL LOCATIONS BEING USED FOR MEZZANINE ACCESS OPENINGS, REMOVE BATT INSULATION FROM STUD CAVITY OF WORK AREA - PREPARE AREA TO RECEIVE NEW INSULATION

024119.06 EXISTING LOUVERS AND GRILLES TO REMAIN. WHERE REMOVAL IS REQUIRED, LOUVERS AND GRILLES SHALL BE SALVAGED FOR RE-INSTALLATION. AT FIRST FLOOR, EXISTING LOUVERS TO BE REMOVED FOR

EQUIPMENT PATHWAY, TYPICAL, FOR ALL AIR HANDLER LOCATIONS

024119.07 EXISTING ACCESS DOOR TO REMAIN

024119.08 DEMOLISH LIGHT GAUGE METAL STUDS TO EXTENTS SHOWN - CLIP HEADER AND SILL TRACK - PROVIDE SMOOTH EDGE CONDITION. PREPARE OPENING TO RECEIVE NEW DEMOUNTABLE RIGID STUD FRAME

AFTER USE AS TEMPORARY CONSTRUCTION OPENING

024119.09 COMPONENTS OF STRUCTURAL STEEL TO BE TEMPORARILY REMOVED AS NEEDED FOR EQUIPMENT ACCESS - REFERENCE STRUCTURAL DRAWINGS FOR DETAILS, SHORING, AND OTHER REQUIREMENTS.

FOR CONDITIONS NOT IDENTIFIED IN CONTRACT DOCUMENTS, CONTRACTOR TO REQUEST ADDITIONAL

INFORMATION FROM STRUCTURAL ENGINEER.

024119.10 EXISTING ROOF SYSTEM - PROTECT 'EXISTING TO REMAIN' FOR THE DURATION OF THE WORK, TYPICAL.

REPAIR OR REPLACE DAMAGED MATERIALS CAUSED BY THE WORK.

024119.15 DEMOLISH EXISTING WOOD PLATFORM AND STEP - PREPARE AREA TO RECEIVE NEW PREFABRICATED

METAL TREADS

RECEIVE NEW TECTUM PANEL CUT TO FIT & SUPPORT TO MATCH EXISTING CONDITIONS.

8' 16' 24'0'

15 15.83.2

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024119.01

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024119.01

024119.08

024119.09

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024119.08

024119.09

024119.01

+/- 8" 12' - 0"

024119.08

024119.09

024119.01

024119.07 024119.06024119.06

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024119.10024119.10

024119.04

024119.05

024119.15

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HANBURY EVANS WRIGHT VLATTAS + COMPANY

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HANBURY PROJECT NO:

213-2122-012

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THIRD FLOOR

DEMOLITION PLAN -

PART B

AD104

Issue Date

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21069.02

1/8" = 1'-0" A1

THIRD FLOOR DEMOLITION PLAN - PART B

KEYNOTE LEGEND - SHEET

Key Value Keynote Text

AND DAMAGE TO BUILDING INTERIOR DURING CONSTRUCTION.

024119.02 EXISTING ATTIC ACCESS LADDER TO REMAIN

024119.03 EXISTING ATTIC ACCESS LADDER OPENING - REMOVE ALL IMPEDING MATERIAL

024119.04 SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR DUCTWORK, PIPING, AND WIRING REMOVAL EXTENTS

024119.05 AT EXTERIOR WALL LOCATIONS BEING USED FOR MEZZANINE ACCESS OPENINGS, REMOVE BATT INSULATION FROM STUD CAVITY OF WORK AREA -

PREPARE AREA TO RECEIVE NEW INSULATION

024119.06 EXISTING LOUVERS AND GRILLES TO REMAIN. WHERE REMOVAL IS REQUIRED, LOUVERS AND GRILLES SHALL BE SALVAGED FOR RE-INSTALLATION. AT FIRST FLOOR, EXISTING LOUVERS TO BE REMOVED FOR EQUIPMENT PATHWAY, TYPICAL, FOR ALL AIR HANDLER LOCATIONS

024119.07 EXISTING ACCESS DOOR TO REMAIN

024119.08 DEMOLISH LIGHT GAUGE METAL STUDS TO EXTENTS SHOWN - CLIP HEADER AND SILL TRACK - PROVIDE SMOOTH EDGE CONDITION. PREPARE OPENING TO RECEIVE NEW DEMOUNTABLE RIGID STUD FRAME AFTER USE AS TEMPORARY CONSTRUCTION OPENING

ADDITIONAL INFORMATION FROM STRUCTURAL ENGINEER.

024119.10 EXISTING ROOF SYSTEM - PROTECT 'EXISTING TO REMAIN' FOR THE DURATION OF THE WORK, TYPICAL. REPAIR OR REPLACE DAMAGED MATERIALS

CAUSED BY THE WORK.

024119.15 DEMOLISH EXISTING WOOD PLATFORM AND STEP - PREPARE AREA TO RECEIVE NEW PREFABRICATED METAL TREADS

035113.01 REMOVE ALL EXISTING TECTUM PANELS WITH DAMAGE OR FAILURE PRESENTING A HAZARDOUS CONDITION, TYPICAL AT MEZZANINE LEVEL.

REPLACEMENT MAY BE REQUIRED BEYOND WHAT IS INDICATED ON THE DRAWINGS. INSPECT ANY UNDERLYING STRUCTURE AND PREPARE SURFACES

TO RECEIVE NEW TECTUM PANEL CUT TO FIT & SUPPORT TO MATCH EXISTING CONDITIONS.

A202

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Q Q

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15.8

3.2

N2 N2

A201C2

A201A2A203 C2

A203 A2

RECEPTION

OFFICE

104 OFFICE

OFFICE

COMP LAB

OFFICE

109B

OFFICE

109A

OFFICE

MEN'S

RESTROOM

PE STORAGE

ROTC STORAGE

WOMEN'S

RESTROOM

HALL OF FAME

CLASSROOM

CLASSROOOM

CONFERENCE

CLASSROOM

WOMEN'S

RESTROOM

MECH

123A

STORAGE

119A

MEN'S

RESTROOM

STORAGE

MECH

STORE ROOM

127A

MECH

M LOCKER

W LOCKER

M LOCKER

OFFICE

WOMEN'S

RESTROOM

M LOCKER

OFFICE

W LOCKER

ELEC

142A

MEN'S

RESTROOM

MECH

LAUNDRY

OFFICE

W LOCKER

151B

STORAGE

OFFICE

M LOCKER

MEN'S

RESTROOM

RECEPTION

STORAGE

OFFICE

RECEPTION

OFFICE

MECH

AAA

MEN'S

RESTROOM

OFFICE

STORAGE

170A

A301 C1 A301B1

HANBURY EVANS WRIGHT VLATTAS + COMPANY

DRAWN BY:

CHECKED BY:

PROJECT CODE:

DESCRIPTIONDATEMARK

SHEET TITLE:

SHEET NUMBER:

3 42 51 6

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HANBURY PROJECT NO:

213-2122-012

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FIRST FLOOR

REFERENCE PLAN -

OVERALL

A100

Issue Date

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21069.02

16' 32'0' 48' 1/16" = 1'-0"A1

FIRST FLOOR REFERENCE PLAN - OVERALL

REFERENCE REFLECTED CEILING PLANS

FOR WORK THIS LEVEL

15 15.83.2

024119.06

024119.16

024119.13

024119.16

024119.13 024119.13

024119.13

024119.13024119.13

024119.13

024119.16

W LOCKER

M LOCKER

OFFICE

WOMEN'S

RESTROOM

M LOCKER

OFFICE

W LOCKER

ELEC

142A

MEN'S

RESTROOM

MECH

LAUNDRY

OFFICE

W LOCKER

151B

STORAGE

OFFICE

M LOCKER

MEN'S

RESTROOM

RECEPTION

STORAGE

OFFICE

RECEPTION

OFFICE

MECH

AAAMEN'S

RESTROOM

OFFICE

STORAGE

170A

LOUNGE AREA

151A

092900.01

PROTECT EXISTING FINISHES TO REMAIN FOR THE DURATION OF THE WORK. REPAIR OR REPLACE DAMAGED MATERIALS CAUSED BY THE

WORK.

PATCH AND PAINT WALLS, CEILINGS, AND/OR ADJACENT SURFACES TO MATCH EXISTING WHERE DEMOLITION WORK OCCURED.

PATCH AND REPAIR AREAS OF WALLS WHERE RADIATORS AND ALL ASSOCIATED PIPING AND HARDWARE WERE REMOVED.

PATCH AND REPAIR WALL WHERE EXISTING PENETRATIONS ARE REMOVED OR NEW PENETRATIONS ARE INSTALLED.

PENETRATIONS IN WALLS, CEILINGS, AND FLOORS NEED TO BE FIRE CAULKED USING APPROVED FIRE CAULKING FOR ALL RATED

CONSTRUCTION.

GENERAL NEW WORK NOTESREFLECTED CEILING PLAN SYMBOLS

GENERAL NOTES:

1. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURES - SEE MECHANICAL DRAWINGS FOR DIFFUSERS AND GRILLES AND ADDITIONAL SCOPE.

2. CEILING FIXTURES AND DEVICES NOT SHOWN ON ARCHITECTURAL DRAWINGS. FIXTURE LOCATIONS TO REMAIN AS EXISTING. ANY FIXTURES

TEMPORARILY RELOCATED DURING CONSTRUCTION TO BE REPLACED IN ORIGINAL LOCATION, UNLESS OTHERWISE SPECIFICALLY NOTED IN

DESIGN DOCUMENTS.

2' x 2' CEILING GRID GRAY HATCH INDICATES "NOT IN SCOPE"

HANBURY EVANS WRIGHT VLATTAS + COMPANY

DRAWN BY:

CHECKED BY:

PROJECT CODE:

DESCRIPTIONDATEMARK

SHEET TITLE:

SHEET NUMBER:

3 42 51 6

21 43 5 6

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HANBURY PROJECT NO:

213-2122-012

P R

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C T

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-2

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12/21/2023 BID SET

:4 :0

Author

Checker

FIRST FLOOR

REFLECTED

CEILING PLAN -

PART A

A101

Issue Date

E C

H O

L S

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21069.02

1/8" = 1'-0"A1

FIRST FLOOR REFLECTED CEILING PLAN - PART A

KEYNOTE LEGEND - SHEET

Key Value Keynote Text

024119.06 EXISTING LOUVERS AND GRILLES TO REMAIN. WHERE REMOVAL IS REQUIRED, LOUVERS AND GRILLES SHALL BE SALVAGED FOR RE-INSTALLATION. AT FIRST FLOOR, EXISTING LOUVERS TO BE REMOVED FOR

EQUIPMENT PATHWAY, TYPICAL, FOR ALL AIR HANDLER LOCATIONS

REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR CONCENTRATED AREAS OF WORK AT

EQUIPMENT LOCATIONS.

024119.16 DEMOLISH EXISTING SUSPENDED ACOUSTICAL PANEL CEILING GRID AND TILES IN THIS CONTIGUOUS AREA. REPLACE WITH ALL NEW CEILING AND GRID. FIELD VERIFY EXISTING CEILING SYSTEM AND REPLACE TO MATCH EXISTING. EXISTING LIGHTS AND SYSTEMS NOT IN REPLACEMENT SCOPE ARE TO BE

PROTECTED FOR REUSE.

092900.01 PATCH AND REPAIR GYPSUM BOARD OR CMU AT LOCATIONS ABOVE AND BELOW CEILING, IMPACTED BY

THE WORK, TYPICAL THROUGHOUT ENTIRE WORK AREA

15 15.83.2

024119.06

024119.13

024119.13 024119.13

024119.13024119.13

024119.13

024119.16

024119.13

024119.16

024119.13

RECEPTION

OFFICE

COMP LAB

OFFICE

109B

OFFICE

109A

OFFICE

MEN'S

RESTROOM

PE STORAGE

ROTC STORAGE

WOMEN'S

RESTROOM

HALL OF FAME

CLASSROOM

CLASSROOOM

CONFERENCE

CLASSROOM

WOMEN'S

RESTROOM

MECH

123A

STORAGE

119A

MEN'S

RESTROOM

STORAGE

MECH

STORE ROOM

127A

MECH

M LOCKER

W LOCKER

092900.01

024119.16

078413.01

078443.01 078413.01

078443.01

A301 C1 A301B1

PROTECT EXISTING FINISHES TO REMAIN FOR THE DURATION OF THE WORK. REPAIR OR REPLACE DAMAGED MATERIALS CAUSED BY THE

WORK.

PATCH AND PAINT WALLS, CEILINGS, AND/OR ADJACENT SURFACES TO MATCH EXISTING WHERE DEMOLITION WORK OCCURED.

PATCH AND REPAIR AREAS OF WALLS WHERE RADIATORS AND ALL ASSOCIATED PIPING AND HARDWARE WERE REMOVED.

PATCH AND REPAIR WALL WHERE EXISTING PENETRATIONS ARE REMOVED OR NEW PENETRATIONS ARE INSTALLED.

PENETRATIONS IN WALLS, CEILINGS, AND FLOORS NEED TO BE FIRE CAULKED USING APPROVED FIRE CAULKING FOR ALL RATED

CONSTRUCTION.

GENERAL NEW WORK NOTESREFLECTED CEILING PLAN SYMBOLS

GENERAL NOTES:

1. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURES - SEE MECHANICAL DRAWINGS FOR DIFFUSERS AND GRILLES AND ADDITIONAL SCOPE.

2. CEILING FIXTURES AND DEVICES NOT SHOWN ON ARCHITECTURAL DRAWINGS. FIXTURE LOCATIONS TO REMAIN AS EXISTING. ANY FIXTURES

TEMPORARILY RELOCATED DURING CONSTRUCTION TO BE REPLACED IN ORIGINAL LOCATION, UNLESS OTHERWISE SPECIFICALLY NOTED IN

DESIGN DOCUMENTS.

2' x 2' CEILING GRID GRAY HATCH INDICATES "NOT IN SCOPE"

HANBURY EVANS WRIGHT VLATTAS + COMPANY

DRAWN BY:

CHECKED BY:

PROJECT CODE:

DESCRIPTIONDATEMARK

SHEET TITLE:

SHEET NUMBER:

3 42 51 6

21 43 5 6

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L A

DATE:

HANBURY PROJECT NO:

213-2122-012

P R

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12/21/2023 BID SET

:4 :0

Author

Checker

FIRST FLOOR

REFLECTED

CEILING PLAN -

PART B

A102

Issue Date

E C

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21069.02

1/8" = 1'-0"A1

FIRST FLOOR REFLECTED CEILING PLAN - PART B

KEYNOTE LEGEND - SHEET

Key Value Keynote Text

024119.06 EXISTING LOUVERS AND GRILLES TO REMAIN. WHERE REMOVAL IS REQUIRED, LOUVERS AND GRILLES SHALL BE SALVAGED FOR RE-INSTALLATION. AT FIRST FLOOR, EXISTING LOUVERS TO BE REMOVED FOR

EQUIPMENT PATHWAY, TYPICAL, FOR ALL AIR HANDLER LOCATIONS

REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR CONCENTRATED AREAS OF WORK AT

EQUIPMENT LOCATIONS.

PROTECTED FOR REUSE.

078413.01 WHERE ALTERNATION OF PENETRATIONS OCCUR PROVIDE CONTINUOUS FIRESTOP SEALANT TO MATCH

EXISTING UL FLOOR PENETRATION DESIGN

078443.01 WHERE FIRE RATED JOINT CONDITIONS ARE REQUIRED OR MODIFIED PROVIDE CONTINIUOUS JOINT

FIRESTOPPING

092900.01 PATCH AND REPAIR GYPSUM BOARD OR CMU AT LOCATIONS ABOVE AND BELOW CEILING, IMPACTED BY

THE WORK, TYPICAL THROUGHOUT ENTIRE WORK AREA

ETR

ETR ETRETRETR

ETR

E E

1 2 43 5 6 8 9 10 11 13 14 16 17 18

15 15.83.2

A301

092216.01

072100.01

024119.01

024119.08

024119.06

024119.01

024119.08

024119.01

024119.08

024119.01

024119.06024119.06 024119.07

024119.10024119.10 024119.10024119.10

024119.10024119.10

035113.05035113.05

074213.01

035113.04

035113.05035113.05

035113.04

055000.01

055000.01055000.01

035113.03

024119.02

TYP

A301

TYP

035113.02

072100.01

092216.01 092216.01

092216.01

072100.01 072100.01

PROTECT EXISTING FINISHES TO REMAIN FOR THE DURATION OF THE WORK. REPAIR OR REPLACE DAMAGED MATERIALS CAUSED BY THE

WORK.

PATCH AND PAINT WALLS, CEILINGS, AND/OR ADJACENT SURFACES TO MATCH EXISTING WHERE DEMOLITION WORK OCCURED.

PATCH AND REPAIR AREAS OF WALLS WHERE RADIATORS AND ALL ASSOCIATED PIPING AND HARDWARE WERE REMOVED.

PATCH AND REPAIR WALL WHERE EXISTING PENETRATIONS ARE REMOVED OR NEW PENETRATIONS ARE INSTALLED.

PENETRATIONS IN WALLS, CEILINGS, AND FLOORS NEED TO BE FIRE CAULKED USING APPROVED FIRE CAULKING FOR ALL RATED

CONSTRUCTION.

GENERAL NEW WORK NOTES

HANBURY EVANS WRIGHT VLATTAS + COMPANY

DRAWN BY:

CHECKED BY:

PROJECT CODE:

DESCRIPTIONDATEMARK

SHEET TITLE:

SHEET NUMBER:

3 42 51 6

21 43 5 6

C O

N S

U L T

A N

P R

E D

K E

Y P

L A

DATE:

HANBURY PROJECT NO:

213-2122-012

P R

O J E

C T

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D E

-2

-0

12/21/2023 BID SET

:4 :0

Author

Checker

THIRD FLOOR PLAN

- PART A

A103

Issue Date

E C

H O

L S

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21069.02

1/8" = 1'-0"A1

THIRD FLOOR PLAN - PART A

8' 16' 24'0'

KEYNOTE LEGEND - SHEET

Key Value Keynote Text

DAMAGE TO BUILDING INTERIOR DURING CONSTRUCTION.

024119.02 EXISTING ATTIC ACCESS LADDER TO REMAIN

024119.06 EXISTING LOUVERS AND GRILLES TO REMAIN. WHERE REMOVAL IS REQUIRED, LOUVERS AND GRILLES SHALL BE SALVAGED FOR RE-INSTALLATION. AT FIRST FLOOR, EXISTING LOUVERS TO BE REMOVED FOR

EQUIPMENT PATHWAY, TYPICAL, FOR ALL AIR HANDLER LOCATIONS

024119.07 EXISTING ACCESS DOOR TO REMAIN

024119.08 DEMOLISH LIGHT GAUGE METAL STUDS TO EXTENTS SHOWN - CLIP HEADER AND SILL TRACK - PROVIDE SMOOTH EDGE CONDITION. PREPARE OPENING TO RECEIVE NEW DEMOUNTABLE RIGID STUD FRAME

AFTER USE AS TEMPORARY CONSTRUCTION OPENING

024119.10 EXISTING ROOF SYSTEM - PROTECT…

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