Drawings

MAIN ENTRANCE

TO LOBBY

REAR ENTRANCE

STAFF ROOM

OFFICE

BEYOND VIOLENCE WOMEN'S SHELTER

212 W 11TH STREET. BERWICK, PA 18603

PROJECT DESCRIPTION:

THIS PROJECT CONSISTS OF THE DEMOLITION AND RECONSTRUCTION OF THE

FAMILY CONSUMER SCIENCE ROOMS AT LOG COLLEGE MIDDLE SCHOOL AND

KLINGER MIDDLE SCHOOL

SITE MAP

KEY MAP

BARRY ISETT & ASSOCIATES

8 WEST BROAD STREET. SUITE 1100

HAZLETON, PA 18202

570-455-2999

CONTACT: RAYVEN KING-GRAY

LIST OF DRAWINGS

SHEET SHEET TITLE

CURRENT

REVISION

DATE

CURRENT

REVISION

CS COVER SHEET

D1.0 DEMOLITION - PLANS & ELEVATIONS

GA0.0 SCHEDULES, DETAILS, & NOTES

GA1.0 PROPOSED - PLANS & ELEVATIONS

ME0.0 MECHANICAL & ELECTRICAL INFORMATION SHEET

ME1.0 FLOOR PLANS - MECHANICAL & ELECTRICAL

ME2.0 MECHANICAL SPECIFICATIONS

APPLICABLE CODES GENERAL NOTES

GENERAL NOTES

1. THE CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS UNLESS NOTED OTHER WISE TO COMPLETE THE WORK.

2. ALL WORK WILL BE SUBJECT TO THE APPROVAL OF THE BUILDING OWNER AND PRIME DESIGN PROFESSIONAL.

3. ALL WORK IS TO BE COORDINATED WITH THE BUILDING OWNER, INCLUDING WORKING HOURS, DUMPSTER LOCATIONS, LOADING AREAS, ETC.

4. ALL WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE "2021 INTERNATIONAL BUILDING CODE" AND 2021 IEBC

5. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES AND ORDINANCES.

6. MECHANICAL AND ELECTRICAL SYSTEMS SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES AND ORDINANCES.

7. CONTRACTOR SHALL BE COMPLETELY FAMILIARIZED WITH ALL CONTRACT DOCUMENTS. BY SUBMITTING A COST PROPOSAL TO COMPLETE THE WORK, THE CONTRACTOR REPRESENTS THAT THEY HAVE VISITED THE SITE AND ARE FAMILIAR WITH THE

CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED.

8. WORK NOT INDICATED ON A PART OF THE DRAWINGS BUT REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT CORRESPONDING PLACES SHALL BE REPEATED.

9. JOBSITE SAFETY AND CONSTRUCTION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REVIEW OF THE CONSTRUCTION BY THE DESIGN PROFESSIONAL IS FOR GENERAL CONFORMANCE WITH DESIGN ASPECTS ONLY, NOT TO REVIEW THE CONTRACTOR'S PROVISIONS FOR JOBSITE SAFETY. LACK OF COMMENT ON THE PART OF THE DESIGN PROFESSIONAL WITH REGARD TO JOBSITE SAFETY IS NOT TO BE INTERPRETED AS APPROVAL OF JOBSITE SAFETY PRACTICES.

10. THE CONTRACTOR SHALL COORDINATE OPENINGS, SLEEVES, CONCRETE HOUSEKEEPING PADS, INSERTS, AND DEPRESSIONS SHOWN ON THE PRIME PROFESSIONAL, MECHANICAL AND ELECTRICAL DRAWINGS.

11. ALL COSTS OF INVESTIGATION AND/OR REDESIGN DUE TO CONTRACTOR IMPROPER INSTALLATION OF ELEMENTS OR OTHER ITEMS NOT IN CONFORMANCE WITH THE CONTRACT DOCUMENTS SHALL BE AT THE CONTRACTOR'S EXPENSE.

12. ALL DRAWINGS SHALL BE USED IN CONJUNCTION WITH EACH OTHER. IF THERE IS A DISCREPANCY BETWEEN DRAWINGS AND SPECIFICATIONS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PRIME PROFESSIONAL PRIOR TO PERFORMING THE WORK.

IN THE CASE OF A CONFLICT, THE MORE STRINGENT IN COST OR QUALITY SHALL APPLY.

13. THE CONTRACTOR SHALL VERIFY ALL EXISTING BUILDING INFORMATION SHOWN (DIMENSIONS, EXISTING CONDITIONS, ELEVATIONS, ETC.) AND NOTIFY THE PRIME PROFESSIONAL OF ANY DISCREPANCIES PRIOR TO FABRICATION OR INSTALLATION OF ANY COMPONENTS. FAILURE TO NOTIFY PRIME PROFESSIONAL OF UNSATISFACTORY CONDITIONS CONSTITUTES ACCEPTANCE OF UNSATISFACTORY CONDITIONS.

14. IF THE EXISTING FIELD CONDITIONS DO NOT PERMIT THE INSTALLATION OF THE WORK IN ACCORDANCE WITH THE DETAILS SHOWN, THE CONTRACTOR SHALL NOTIFY THE PRIME PROFESSIONAL IMMEDIATELY AND PROVIDE A SKETCH OF THE CONDITION WITH THE PROPOSED MODIFICATION OF THE DETAILS SHOWN ON THE CONTRACT DOCUMENTS. DO NOT COMMENCE WORK UNTIL CONDITION IS RESOLVED AND MODIFICATION IS APPROVED BY THE PRIME PROFESSIONAL.

15. SHOP DRAWINGS FOR ALL MATERIALS ARE TO BE SUBMITTED TO THE PRIME DESIGN PROFESSIONAL FOR REVIEW PRIOR TO THE START OF FABRICATION OR COMMENCEMENT OF WORK. REVIEW PERIOD SHALL BE A MINIMUM OF TWO (2) WEEKS.

16. REPRODUCTION OF ANY PORTION OF THE CONTRACT DRAWINGS FOR RESUBMITTAL AS SHOP DRAWINGS IS PROHIBITED. SHOP DRAWINGS PRODUCED IN SUCH A MANNER WILL BE REJECTED AND RETURNED.

17. SHOP DRAWINGS SUBMITTED FOR REVIEW SHALL CONSIST OF THREE (3) SETS OF PRINTS. ONLY ONE (1) MARKED UP SET WITH THE COMMENTS WILL BE RETURNED TO THE CONTRACTOR.

18. SHOP DRAWINGS SHALL BEAR THE CONTRACTOR'S STAMP OF APPROVAL WHICH SHALL CONSTITUTE CERTIFICATION THAT THE CONTRACTOR HAS VERIFIED ALL CONSTRUCTION CRITERIA, MATERIALS, AND SIMILAR DATA AND HAS CHECKED EACH DRAWING FOR

COMPLETENESS, COORDINATION, AND COMPLIANCE WITH THE CONTRACT DOCUMENTS.

19. THE DRAWINGS HAVE BEEN PRODUCED ENTIRELY ON A CAD SYSTEM. ANY OTHER LETTERING, LINES OR SYMBOLS, OTHER THAN PROFESSIONAL STAMPS AND SIGNATURES, HAVE BEEN MADE WITHOUT THE AUTHORIZATION OF BIA AND ARE NOT VALID.

20. ALL MATERIALS SHALL BE STORED TO PROTECT THEM FROM EXPOSURE TO THE ELEMENTS, IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS.

21. DEBRIS, WASTE OR OTHER UNUSED CONSTRUCTION MATERIALS SHALL NOT BE PERMITTED TO ACCUMULATE. EACH TRADE IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF THEIR RESPECTIVE DEBRIS. THE LOCATION OF DUMPSTER(S) ARE TO BE

APPROVED BY THE BUILDING OWNER.

22. UPON COMPLETION OF THE WORK, THE CONTRACTOR IS RESPONSIBLE FOR LEAVING THE SITE IN "BROOM-CLEAN" CONDITION.

23. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL FINISHES TO REMAIN, INCLUDING COMMON CORRIDORS, LOBBIES, STAIRS, LANDSCAPING, ETC.

24. THE CONTRACTOR SHALL PROVIDE AN ESTIMATED CONSTRUCTION WORK SCHEDULE. SCHEDULE SHALL BE UPDATED AS REQUIRED DUE TO CHANGES IN THE PROGRESS OF WORK AND UPON THE REQUEST OF THE BUILDING OWNER AND/OR PRIME DESIGN

PROFESSIONAL.

25. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE THE FOLLOWING SANITARY FACILITIES: TEMPORARY TOILETS, WASH FACILITIES, AND DRINKING WATER FOR USE OF CONSTRUCTION PERSONNEL. COMPLY WITH AUTHORITIES HAVING JURISDICTION FOR

TYPE, NUMBER, LOCATION, OPERATION, AND MAINTENANCE OF FIXTURES AND FACILITIES.

26. THE CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL PERMITS REQUIRED BY AUTHORITIES HAVING JURISDICTION.

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JOB:

1021526.000

COPYRIGHT 2026

DRAWN:

SCALE:

AS NOTED

DATE:

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THIS PROJECT IS DESIGNED AND SHALL BE BUILT TO COMPLY WITH THE

FOLLOWING CODES LISTED BELOW:

INTERNATIONAL EXISTING BUILDING CODE (IEBC) - 2021 (PA AMENDMENTS)

LEVEL 1

INTERNATIONAL MECHANICAL CODE (IMC) - 2021 (PA AMENDMENTS)

INTERNATIONAL PLUMBING CODE (IPC) - 2021 (PA AMENDMENTS)

INTERNATIONAL FIRE CODE (IFC) - 2021 (PA AMENDMENTS)

NATIONAL ELECTRICAL CODE (NEC) - 2020

ICC / ANSI A117.1 (ACCESSIBLE & USABLE BUILDINGS) - 2017

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL

APPLICABLE CODES OF THE AUTHORITY HAVING JURISDICTION AND MUST

NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES INDICATED BY

THESE DOCUMENTS FOUND PRIOR TO OR DURING CONSTRUCTION.

NOTIFICATION MUST BE GIVEN TO THE ENGINEER PRIOR TO PROCEEDING

WITH CONSTRUCTION.

WORK SHALL BE COMPLETED IN TWO (2) PHASES. PROJECT SCOPE AND

CONSTRUCTION ACTIVITIES SHALL BE SEQUENCED IN ACCORDANCE WITH THE

FOLLOWING PHASE REQUIREMENTS:

PHASE 1 – BUILDING OPENINGS, ROOF DRAINAGE, AND EXTERIOR

COMPONENT RENOVATIONS

1. RENOVATION AND REPLACEMENT OF FRONT WINDOW AND DOOR

ASSEMBLIES.

2. RENOVATION AND REPLACEMENT OF REAR WINDOW AND DOOR

ASSEMBLIES.

3. RENOVATION AND REPLACEMENT OF GUTTERS, DOWNSPOUTS, ROOF

FINISHES AND ROOF DRAIN COMPONENTS.

PHASE 2 – HVAC, MASONRY RESTORATION, AND SITE GRADING

IMPROVEMENTS

1. MECHANICAL AND ELECTRICAL INSTALLATION

2. MASONRY RESTORATION AND REPOINTING WORK.

3. SITE GRADING, AND FILL INSTALLATION AT REAR OF BUILDING

PHASED CONSTRUCTION

AutoCAD SHX Text CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS FOR THE ENTIRE PROJECT BEFORE PROCEEDING WITH THE WORK.

AutoCAD SHX Text FILENAME: C:\Users\rking-gray\DC\ACCDocs\Barry Isett and Associates\1021526.000__CCHRA_Beyond_Violence_Shelter\Project Files\Arch-CAD\1021526.000_BV_Womens_Shelter.dwg - May 15, 2026 12:16 PM

AutoCAD SHX Text CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS FOR THE ENTIRE PROJECT BEFORE PROCEEDING WITH THE WORK.

PARKING

ALT. ALT.

EX. CONCENTRIC

VENTS

80'-0" - EXTENT OF "D7"

'-0

EX. ROOF SCUPPEREX. ROOF SCUPPER

EX. CMU BLOCK

EX. (3) 3" CAPPED

PVC VENTS

EX.

GUTTER

EX. WINDOW

AC UNIT

EX. WINDOW

AC UNIT

122'-6 9/16" +/- EXTENT OF "D7"

'-9

9' -5

5/

EX. CMU BLOCK

GENERAL DEMOLITION NOTES:

1. DEMOLITION PLANS AND KEYNOTES ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY. THE CONTRACTOR SHALL REMOVE ALL MATERIALS THAT ARE NOT

REQUIRED IN THE FINISH WORK. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE PROTECTIVE COVERING FOR ALL FURNITURE AND EQUIPMENT

WITHIN THE WORK AREA AND IN AREAS ADJACENT.

2. ALL EXISTING ITEMS TO REMAIN IN THE WORK AREA SHALL BE PROTECTED DURING DEMOLITION AND NEW CONSTRUCTION.

3. ALL LOOSE ITEMS (ARTWORK, FRAMED PICTURES, ETC.) ON WALLS WILL BE REMOVED BY OWNER. FIXED ITEMS ON WALLS WILL REMAIN IN PLACE DURING

CONSTRUCTION UNLESS DESIGNATED FOR DEMOLITION OR HINDERING ACCESS TO THE WORK AREA.

4. ALL EQUIPMENT AND FURNISHINGS WITHIN THE RENOVATION AREA ARE TO BE REMOVED BY OWNER AND STORED OFF-SITE OR IN ON-SITE STORAGE PRIOR TO

THE START OF DEMOLITION.

5. ALL DEMOLISHED MATERIALS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR IN A SAFE AND LEGAL MANOR.

6. THE CONTRACTOR SHALL REPAIR WALLS, FLOORS, AND CEILINGS TO MATCH EXISTING MATERIALS WHERE OTHER MATERIALS ARE REMOVED (I.E. INTERSECTIONS

OF WALLS, FLOORS, ETC.) IF CONDITIONS ARE EXPOSED IN THE FINAL WORK. ALL PATCH AND REPAIR MATERIALS SHALL MATCH EXISTING TYPE, PLANE, AND

FINISH UNLESS OTHERWISE NOTED.

7. IN ACCORDANCE TO STATE LAW, THE CONTRACTOR SHALL BE REQUIRED TO CALL PA ONE-CALL FOR UTILITY MARK-OUT IN ADVANCE OF ANY UTILITY

EXCAVATION.

8. ANY LEAD AND/OR ASBESTOS ABATEMENT PROCEEDINGS MUST BE REPORTED TO THE APPROPRIATE STATE AGENCY AND BE COMPLETED BY A LICENSED

AND/OR CERTIFIED PARTY.

9. MAINTAIN A NEGATIVE AIR PRESSURE ENVIRONMENT AND UTILIZE DUST BARRIERS BETWEEN WORK ZONES AND OCCUPIED AREAS.

10. ALL EXISTING WALLS SHALL BE REPAINTED AS SCHEDULED. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PREPARING WALLS AND MINOR PATCHING (IN

ADDITION TO SPECIFIC PATCHING AS NOTED). ALL EXISTING DOOR FRAMES SHALL BE REPAINTED. PREPARE EXISTING FRAMES PRIOR TO PAINTING.

11. THE GENERAL CONTRACTOR IS TO COORDINATE ALL DEMOLITION AND NEW CONSTRUCTION WITH PLUMBING, ELECTRICAL, AND MECHANICAL CONTRACTORS.

12. SEE MEP & STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION.

13. THE DOCUMENTS SHOW THE OVERALL EXTENT OF DEMOLITION REQUIRED. ALTHOUGH EACH COMPONENT MAY NOT BE SHOWN OR REFERENCED, REMOVE ITEMS

CONSISTENT WITH THE NATURE OF DEMOLITION INDICATED.

14. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING REQUIRED PATHS OF EGRESS THROUGHOUT THE RENOVATION AREA AND SHALL NOT BLOCK A PATH OF

EGRESS. IF A PATH OF EGRESS MUST BE BLOCKED, AN ALTERNATE TEMPORARY PATH OF EGRESS MUST BE PROVIDED.

15. THE CONTRACTOR MUST MAINTAIN AND FOLLOW STRICT ACCESS PROTOCOLS TO PROTECT SENSITIVE DATA AND/OR SECURE ENVIRONMENTS. LIMIT SITE ENTRY

STRICTLY TO AUTHORIZED PERSONNEL.

16. ALL CONFIDENTIAL DOCUMENTATION AND SIGNAGE MUST BE REMOVED FROM WORK AREA BY OWNER PRIOR TO DEMOLITION.

17. ALL SALVAGED ITEMS MUST BE DOCUMENTED AND TURNED OVER TO THE OWNER AS DIRECTED, PREVENTING UNAUTHORIZED RETENTION OF SENSITIVE

PROPERTY.

18. VERIFY ALL EXISTING UTILITIES BEFORE DEMOLITION TO AVOID UNINTENDED SERVICE DISRUPTIONS TO SENSITIVE OR OCCUPIED ZONES.

19. ITEMS NOTED FOR SALVAGE MUST BE STORED SAFELY ON-SITE AND TURNED OVER TO THE OWNER, OR AS DESIGNATED.

20. REPORT ANY DISCREPANCIES IN SITE CONDITIONS TO THE OWNER OR ARCHITECT PRIOR TO PROCEEDING WITH WORK.

GEN. DEMOLITION KEYED NOTES

MARK NOTE

REMOVE EXISTING SIGNAGE ON ITEMS DESIGNATED

FOR DEMOLITION. PROTECT SIGNAGE DURING

REMOVAL TO PREVENT DAMAGE. STORE FOR

REUSE POST DEMOLITION.

REMOVE EXISTING WOOD-FRAMED PICTURE

WINDOW IN ITS ENTIRETY, INCLUDING FRAME, TRIM,

AND ASSOCIATED COMPONENTS. PREPARE

OPENING TO RECEIVE NEW WINDOW SYSTEM,

INCLUDING REQUIRED MODIFICATIONS TO BRICK OR

WOOD FRAME.

REMOVE EXISTING 3'-0" X 6'-8" EXTERIOR DOOR IN

ITS ENTIRETY, INCLUDING DOOR LEAFS, WOOD

FRAMES, JAMBS, EXTERIOR AND INTERIOR

CASING/TRIM, AND ALL ASSOCIATED HARDWARE.

REMOVE COMPONENTS TO FULLY CLEAR OPENINGS

AND EXPOSE ADJACENT SUBSTRATES AS

REQUIRED. PLACE DOOR AND EXISTING LOCKSET IN

STORAGE FOR REUSE POST DEMO.

"D3" ALTERNATE: REMOVE EXISTING 3'-0" X 6'-8"

EXTERIOR DOOR IN ITS ENTIRETY, INCLUDING DOOR

LEAFS, WOOD FRAMES, JAMBS, CASING/TRIM, AND

ALL ASSOCIATED HARDWARE. REMOVE

COMPONENTS TO FULLY CLEAR OPENINGS AND

EXPOSE ADJACENT SUBSTRATES AS REQUIRED.

REMOVE ALL EXISTING 3X4 DOWNSPOUTS

INCLUDING FASTENERS, STRAPS AND BRACKETS,

TRANSITIONS & ELBOWS.

CROSS-HATCHED AREAS INDICATE APPROXIMATE

AREAS OF CMU TO BE RESTORED. REFER TO CMU

BLOCK RESTORATION DETAILS ON GA0.0 FOR JOINT

REPOINTING, SEALING, AND WATERPROOFING.

PREPARE EXISTING MASONRY SURFACES TO

RECEIVE NEW PAINT FINISH. POWER WASH TO

REMOVE ALL PEELING, FLAKING, AND LOOSE PAINT,

AS WELL AS DIRT, DUST, AND DEBRIS. CLEAN AND

PROPERLY PREPARE SURFACE AS REQUIRED TO

ENSURE SOUND SUBSTRATE AND PROPER COATING

ADHESION. SURFACES TO BE CLEAN, DRY, AND

FREE OF CONTAMINANTS PRIOR TO APPLICATION

OF NEW PAINT.

REMOVE EXISTING 2X3 DOWNSPOUTS INCLUDING

SUBSTRATE APPROPRIATE FASTENERS, STRAPS

AND BRACKETS, TRANSITIONS, ELBOWS, AND

EXTENSIONS.

CUT BACK EXISTING 3" PVC ROOF DRAIN

PROTRUDING THROUGH WALL OR EXTENDING OVER

WALL AS REQUIRED TO ACCOMMODATE NEW PIPE

FITTINGS AND CONNECTIONS TO DIRECT WATER

AWAY FROM FACADE AND FOUNDATION.

CUT BACK 1" PVC DRAIN PIPE PROTRUDING

THROUGH WALL AS REQUIRED TO ACCOMMODATE

NEW PIPE FITTINGS AND CONNECTIONS TO DIRECT

WATER AWAY FROM FACADE AND FOUNDATION.

REMOVE EXISTING AC UNIT AND WINDOW

COMBINATION OPENINGS IN ITS ENTIRETY DOWN TO

BARE CMU BLOCK, INCLUDING WINDOW UNITS,

FRAMING, CASING, TRIM, AND ALL ASSOCIATED

COMPONENTS. REMOVE MATERIALS TO FULLY

CLEAR OPENINGS AND EXPOSE ADJACENT

SUBSTRATES. PATCH AND REPAIR SURROUNDING

WALL SURFACES AS NECESSARY TO PREPARE FOR

NEW WINDOW AND FRAMING. PLACE AC UNITS IN

STORAGE FOR REUSE POST DEMO.

REMOVE EXISTING WOOD-FRAMED WINDOW IN ITS

ENTIRETY DOWN TO BARE CMU BLOCK, INCLUDING

WINDOW UNITS, FRAMING, CASING, TRIM, AND ALL

ASSOCIATED COMPONENTS. REMOVE MATERIALS

TO FULLY CLEAR OPENINGS AND EXPOSE

ADJACENT SUBSTRATES AS REQUIRED. PREPARE

FOR NEW WINDOW.

REMOVE EXISTING AWNING LOCATED ABOVE REAR

DOUBLE 2'-6" X 7'-0" SWING DOORS IN ITS ENTIRETY,

INCLUDING ALL SUPPORTS, BRACKETS, AND

ATTACHMENT HARDWARE.

REMOVE EXCESS EXISTING SPRAY FOAM

INSULATION AT PIPE WALL PENETRATION. CUT

BACK 1" DEEP FROM FACE OF CMU. CLEAN AND

PREPARE SURROUNDING WALL SURFACE TO

RECEIVE NEW SIDING PIPE BOOT. ENSURE

SUBSTRATE IS SMOOTH, CONTINUOUS, AND FREE

OF DEBRIS TO ALLOW PROPER INSTALLATION AND

SEALING.

REMOVE WOOD PANEL AND ASSOCIATED DEBRIS

AT CMU OPENING. REMOVE EXCESS EXISTING

SPRAY FOAM INSULATION AROUND PIPE

PENETRATIONS BY CUTTING BACK UNTIL RECESSED

1" FROM EXISTING CMU SURFACE. CUT BACK 3"

DRAINS AS FAR BACK AS POSSIBLE FROM INTERIOR

OF BUILDING, THEN RECAP.

REMOVE EXISTING EXTERIOR WOOD CASING.

STAFF ROOM

PANEL BOX CLOSET SHELVES

14'-11 1/2"

'-2

/2

OFFICE LOBBY

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RKG

RKG -

D1.0

EXISTING FRONT ELEVATION

SCALE: 3/16"=1'-0"

EXISTING RIGHT ELEVATION

SCALE: 3/16"=1'-0"

EXISTING REAR ELEVATION

SCALE: 3/16"=1'-0"

EXISTING STAFF ROOM - PLAN

SCALE: 3/16"=1'-0"

EXISTING LOBBY AND OFFICE - PLAN

SCALE: 3/16"=1'-0"

JOB:

1021526.000

COPYRIGHT 2026

DRAWN:

SCALE:

AS NOTED

DATE:

05/14/2026

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AutoCAD SHX Text D1

AutoCAD SHX Text D2

AutoCAD SHX Text D3

AutoCAD SHX Text D4

AutoCAD SHX Text D5

AutoCAD SHX Text D6

AutoCAD SHX Text D7

AutoCAD SHX Text D8

AutoCAD SHX Text D9

AutoCAD SHX Text D10

AutoCAD SHX Text D11

AutoCAD SHX Text D12

AutoCAD SHX Text D13

AutoCAD SHX Text D14

AutoCAD SHX Text D15

AutoCAD SHX Text D16

AutoCAD SHX Text FILENAME: C:\Users\rking-gray\DC\ACCDocs\Barry Isett and Associates\1021526.000__CCHRA_Beyond_Violence_Shelter\Project Files\Arch-CAD\1021526.000_BV_Womens_Shelter.dwg - May 15, 2026 12:16 PM

CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS FOR THE ENTIRE PROJECT BEFORE PROCEEDING WITH THE WORK.

DOOR AND FRAME SCHEDULE

DOOR DATA FRAME DATA

ALTERNATE

Y/N SIZE

MARK QTY. W. HT. THK. TYPE MFR. LOCATION MATERIAL FINISH SWING GLASS FIRE-RATING HARDWARE

SET MATERIAL FINISH REMARKS

D100 2 3-0 6-8 1-3/4 EXISTING EXISTING EXTERIOR STEEL PT-1 RIGHT HAND

REVERSE EXISTING -- HS-2 ENGINEERED

WOOD PT-1 REMARKS 1, 2, 4, & 5

Y D100 2 3-0 6-8 1-3/4

RECTANGLE

4-LIGHT,

4-PANEL

JELD-WEN EXTERIOR STEEL MODERN

WHITE

RIGHT HAND

REVERSE

4-LITE,

CLEAR.

TEMPERED

-- HS-1 AURALAST

WOOD FRAME

MODERN

WHITE REMARKS 1, 3, & 5

Hardware Set

Hinges

Lockset

Dead Bolt

Panic Device

Flush Bolt

Strike

Closer

Threshold

Weatherstripping

Silencers

Wall Bumper

H-1

LS-1 LOCKSET: STANLEY QCL250-E-626-S4-478S-SC5-ZB QCL250 SERIES, LEVER TYPE, ENTRY/OFFICE LOCK

FUNCTION, GRADE 2, SATIN CHROME

LS-1

STANDARD

TH-1

WS-1

H-1 3 HINGES: (3) HEAVY WEIGHT BALL-BEARING HINGES (4-1/2" X 4-1/2")

TH-1 THRESHOLD: 4" ALUMINUM SADDLE THRESHOLD

WS-1 WEATHERSTRIPPING: DUAL WOOL PILE PERIMETER SEAL AND RUBBER SNAP-IN BOTTOM SWEEP

1.

2.

ALL HARDWARE SHALL COMPLY WITH ANSI A117.1-2017.

COORDINATE KEYING REQUIREMENTS WITH OWNER.

1.

REMARKS NOTES:

3. ALL DOORS AND FRAMES SHALL BE INSTALLED PLUMB, LEVEL, AND IN ACCORDANCE WITH MANUFACTURER REQUIREMENTS.

4. VERIFY ALL OPENING SIZES IN FIELD PRIOR TO FABRICATION.

5.

6.

COORDINATE HARDWARE PREPARATION WITH APPROVED HARDWARE SCHEDULE.

ALL DOORS TO SWING IN DIRECTION OF EGRESS WHERE REQUIRED BY CODE.

ADD KICK PLATE (8" HIGH STAINLESS)

GENERAL NOTES:

2. DOOR AND FRAME TO BE PREPPED FOR NEW PAINT FINISH.

3. STEEL EDGE [DOOR] FINISH

WINDOW DATA

SIZE - RO

MARK QTY. W. HT. HDR

HT. TYPE MFR. LOCATION MATERIAL FINISH GLASS FIRE-RATING SAFETY

GLAZING REMARKS COMMENTS

1 108" 53-1/2" 82" PICTURE KAWNEER

451T EXTERIOR EXTRUDED

ALUMINUM

DARK

BRONZE CLEAR -- YES 1, 2, 3, 4, 5, 6

1 121" 53-1/2" 82" PICTURE KAWNEER

451T EXTERIOR EXTRUDED

ALUMINUM

DARK

BRONZE CLEAR -- YES 1, 2, 3, 4, 5, 6

PAINT INTERIOR SIDE OF WINDOW

LOCATED IN LOBBY BLACK TO

MATCH EXISTING INTERIOR LOBBY

DOOR & WINDOW FINISH

1 64" 19" 94" AWNING JELD-WEN EXTERIOR VINYL WHITE CLEAR -- -- 1, 2, 4, 5, 6

1 26-1/4" 19" 94" AWNING JELD-WEN EXTERIOR VINYL WHITE CLEAR -- -- 1, 2, 4, 5, 6

1 29" 19" 94" AWNING JELD-WEN EXTERIOR VINYL WHITE CLEAR -- -- 1, 2, 4, 5, 6

A

B

C

D

E

4. DOOR AND FRAME TO BE PAINTED WITH FINISH PT-1: SHERWIN-WILLIAMS PRO INDUSTRIAL DTM ACRYLIC, COLOR: EXTRA WHITE.

H-1

STANDARD

TH-1

WS-1

EXISTING

REMARKS:

1. VERIFY ROUGH OPENING IN FIELD PRIOR TO SUBMITTING SHOP DRAWINGS.

2. GLASS TO BE CLEAR, 1” THICK INSULATED GLASS WITH ARGON FILL.

3. OUTTER PANE TO BE TEMPERED SAFETY GLASS.

4. MANUFACTURER'S ARE LISTED AS A BASIS-OF-DESIGN, APPROVED SUBSTITUTIONS WILL BE ENTERTAINED.

5. AROUND EXTERIOR AND INTERIOR OF NEW FRAMES: INSTALL CONTINUOUS BACKER ROD AND FLEXIBLE SEALANT MAXIMUM ½” DEEP. PROIVDE CONCAVE

FINISH IN JOINT, NO BURPS. INSTALL WITH CONSISTENT LINES ON WINDOW FRAME AND BUILDING OPENING MATERIAL. POOR CAULKING WILL BE REPLACED

BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE.

6. ALL WINDOWS TO MEET THE INTERNATIONAL ENERGY CONSERVATION CODE, NOT ALL REQUIREMENTS LIST BELOW:

a. MAXIMUM .36 U-VALUE FOR FIXED WINDOWS:

b. MAXIMUM .45 U-VALUE FOR OPERABLE WINDOWS:

7. ALL DOORS TO HAVE THERMAL BREAK FRAME, INSULATED CORE, FULL PERIMETER WEATHERSTRIPPING, AND ADJUSTABLE THRESHOLD + SWEEP

8. ALL DOORS TO MEET THE INTERNATIONAL ENERGY CONSERVATION CODE MAXIMUM OF .40 U-VALUE OR BETTER.

5. PROVIDE AND INSTALL NEW ALUMINUM DOOR HEAD FLASHING

D100

EXISTING DOOR

NEW FRAME AND

ACCESSORIES

D100

NOTE "D3" NEW DOOR

ALTERNATE.

NEW FRAME AND

ACCESSORIES

MASONRY SEALER AND WATERPROOFING:

1. THOROUGHLY CLEAN CMU BLOCK.

2. PROSOCO CLEANING PRODUCTS ARE LISTED AS A BASIS OF DESIGN.

SUBSTITUTIONS WILL BE CONSIDERED DURING BIDDING PHASE ONLY.

3. CONSOLIDATOR AND SILOXANE PRODUCTS MUST BE COMPARABLE.

4. BOTH APPLICATIONS MUST BE FIELD TESTED AND RESULTS EVALUATED BY THE

CONTRACTOR, ENGINEER AND OWNER PRIOR TO USING FOR THE FULL SCOPE OF

RESTORATION AREAS. TESTING CAN BE COMPLETED ON THE BACK SIDE OF THE

EXISTING CHIMNEY.

5. PROTECT ADJACENT SURFACES NOT WITHIN THE SCOPE OF WORK. THIS INCLUDES

STONE, BRICK SURFACES, WINDOWS, ETC.

6. COORDINATE WITH OWNER FOUR DAYS IN ADVANCE OF APPLICATION FOR

PROTECTION OF VEHICLES AND PEDESTRIANS. IT MAY BE NECESSARY TO KEEP

THE PARKING LOT AND ADJACENT STREET EMPTY AND REDIRECT FOOT TRAFFIC

DURING APPLICATION.

7. DO NOT APPLY ON EXCESSIVELY WINDY DAYS.

8. PRIOR TO APPLYING THE CONSOLIDATOR OR SEALANT, ALL CMU BLOCK MUST BE

REPLACED (IF APPLICABLE) AND ALL JOINTS REPOINTED AND DRIED.

9. PREPARE SURFACES AND APPLY PRODUCT IN STRICT ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS FOR SURFACE

PREPARATION, ON-SITE TESTING, PROTECTION, APPLICATION, CLEANUP,

POST-TREATMENT AND WARRANTY.

10. APPLY CONSOLIDATOR: PROSOCO OH100 CONSOLIDATION TREATMENT.

11. APPLY SEALANT: PROSOCO SILOXANE PD

REPOINTING CMU BLOCK JOINTS:

ALL MASONRY RESTORATION SHALL BE PERFORMED IN ACCORDANCE WITH GUIDELINES

ESTABLISHED BY THE INTERNATIONAL MASONRY INSTITUTE (IMI) AND APPLICABLE ASTM

STANDARDS. CONTRACTOR SHALL FIELD VERIFY CONDITIONS AND ADJUST METHODS

AS REQUIRED TO SUIT EXISTING CMU CONSTRUCTION.

1. REMOVE EXISTING DETERIORATED MORTAR FROM CMU JOINTS TO A MINIMUM

DEPTH OF 3/4" OR TWO (2) TIMES THE JOINT WIDTH, WHICHEVER IS GREATER, UNTIL

SOUND MORTAR IS REACHED. DO NOT REMOVE MORTAR IN EXCESS OF ONE-THIRD

THE DEPTH OF THE CMU UNIT. RAKE JOINTS UNIFORMLY TO FULL WIDTH TO FORM A

CONSISTENT “U”-SHAPED PROFILE. “V”-SHAPED OR IRREGULAR JOINT PROFILES

ARE NOT ACCEPTABLE.

2. REMOVE ALL LOOSE MATERIAL, DUST, AND DEBRIS FROM JOINTS BY BRUSHING,

LOW-PRESSURE AIR, OR WATER RINSING. ALLOW SURFACE TO DRY TO A DAMP

CONDITION (SSD – SATURATED SURFACE DRY) PRIOR TO MORTAR INSTALLATION.

3. THE REPOINTING MORTAR SHALL MEET ASTM C 270 SPECIFICATIONS AND SHALL BE

PREHYDRATED- NOT ALLOWING THE MORTAR TO SHRINK PRIOR TO PLACEMENT.

PREHYDRATED TYPE N MORTAR OR PREHYDRATED MORTAR FROM TYPE I CEMENT

IS SUITABLE. IMI RECOMMENDS THE FOLLOWING STEPS FOR MORTAR HYDRATION:

- PLACE DRY INGREDIENTS IN A MIXING BOX AND THOROUGHLY MIX ALL DRY

INGREDIENTS.

- ADD HALF THE AMOUNT OF WATER THAT WOULD BE USED FOR MORTAR IN

NEW CONSTRUCTION.

- MIX THE MORTAR UNTIL IT WILL HOLD SHAPE WHEN FORMED INTO A SOLID

BALL- NO FLOW OR SPREAD OF THE MORTAR.

- LET THE MIX HYDRATE FOR ONE TO TWO HOURS PER ASTM C 270

- ADD WATER AS NEEDED TO BE WORKABLE BUT REMAINING RELATIVELY

STIFF.

4. PLACING THE MORTAR:

- PRE-DAMPEN JOINTS PRIOR TO INSTALLATION. JOINTS TO BE MOISTENED

WITH SPRINKLE NOZZLE OR BRUSH AND BUCKET OF WATER.

- PLACE MORTAR IN THE JOINTS WITH 1/4" LIFTS TIGHTLY AND COMPLETELY

FILLING THE JOINTS. APPLY SUBSEQUENT LIFTS AFTER PREVIOUS MORTAR

IS IN "THUMBPRINT HARD" CONDITION.

- PRESS MORTAR INTO JOINTS TIGHTLY AND IN ONE DIRECTION ONLY TO

AVOID AIR POCKETS AND VOIDS.

- TOOL JOINTS TO MATCH EXISTING ADJACENT CMU PROFILE (CONCAVE) FOR

CONSISTENCY AND WEATHER RESISTANCE.

5. REMOVE EXCESS MORTAR FROM CMU SURFACES PRIOR TO FINAL SET TO PREVENT

SMEARING AND STAINING. CLEAN FINISHED WORK USING APPROPRIATE METHODS

AND CLEANING AGENTS COMPATIBLE WITH CMU. PROTECT COMPLETED WORK

FROM RAPID DRYING, FREEZING, AND PRECIPITATION UNTIL FULLY CURED.

CMU BLOCK RESTORATION DETAILS

ALL MASONRY WORK SHALL BE PERFORMED IN ACCORDANCE WITH GUIDELINES

ESTABLISHED BY THE INTERNATIONAL MASONRY INSTITUTE (IMI) AND APPLICABLE

ASTM STANDARDS. THE FOLLOWING SCOPE APPLIES TO NEW ROWLOCK BRICK

INSTALLATION AT BRICK FACADE CONDITIONS. ACTUAL FIELD CONDITIONS MAY

REQUIRE ADDITIONAL MEASURES.

1. SURFACE PREPARATION

PREPARE SUBSTRATE TO RECEIVE NEW ROWLOCK BRICK INSTALLATION. REMOVE

ALL LOOSE MATERIALS, DETERIORATED MORTAR, DUST, AND DEBRIS FROM

INSTALLATION AREA BY BRUSHING, LOW-PRESSURE AIR, OR WATER RINSING.

VERIFY SUPPORTING SURFACES ARE SOUND, CLEAN, LEVEL, AND CAPABLE OF

RECEIVING NEW MASONRY WORK.

PROVIDE THROUGH-WALL FLASHING AND WATER MANAGEMENT COMPONENTS

PRIOR TO INSTALLATION WHERE ROWLOCK COURSE OCCURS AT WINDOW

CONDITIONS. INSTALL FLASHING WITH END DAMS AND DRIP EDGE TO DIRECT

WATER TO EXTERIOR. PROVIDE WEEPS WHERE APPLICABLE.

2. MORTAR MATERIALS

MORTAR TO BE IN ACCORDANCE WITH ASTM C270. USE TYPE N MORTAR (UNLESS

NOTED OTHERWISE) COMPATIBLE WITH EXISTING BRICK AND ADJACENT MASONRY

CONDITIONS.

PREHYDRATE MORTAR IN ACCORDANCE WITH IMI RECOMMENDATIONS TO REDUCE

SHRINKAGE AND IMPROVE BOND:

THOROUGHLY MIX DRY INGREDIENTS

ADD APPROXIMATELY HALF THE REQUIRED WATER

MIX TO A STIFF, NON-SLUMP CONSISTENCY

ALLOW MIX TO HYDRATE FOR 1–2 HOURS

REMIX AND ADD WATER AS REQUIRED FOR WORKABILITY WHILE MAINTAINING A

RELATIVELY STIFF MIX

3. ROWLOCK BRICK INSTALLATION

INSTALL NEW ROWLOCK BRICK TO MATCH EXISTING SIZE, COLOR, TEXTURE, AND

BOND PATTERN. VERIFY ALIGNMENT, JOINT SPACING, AND COURSE ELEVATIONS

PRIOR TO INSTALLATION.

SET BRICK IN FULL MORTAR BED WITH SOLID HEAD AND BED JOINTS. FULLY BUTTER

ALL CONTACT SURFACES TO ELIMINATE VOIDS AND AIR POCKETS. INSTALL BRICK

LEVEL, PLUMB, AND TRUE WITH UNIFORM JOINT THICKNESS.

PROVIDE TEMPORARY SUPPORTS AS REQUIRED UNTIL MORTAR HAS ADEQUATELY

CURED. WHERE REQUIRED, INSTALL GALVANIZED MASONRY REINFORCEMENT OR

ANCHORS TO SECURE ROWLOCK COURSE TO BACKUP CONSTRUCTION.

TOOL JOINTS TO MATCH EXISTING ADJACENT BRICK JOINT PROFILE (TYPICALLY

CONCAVE) FOR CONSISTENT APPEARANCE AND WEATHER RESISTANCE. ENSURE

JOINTS ARE FULLY FILLED AND PROPERLY COMPACTED TO PREVENT WATER

INFILTRATION AT HORIZONTAL SURFACES.

4. CLEANING AND PROTECTION

REMOVE EXCESS MORTAR FROM BRICK SURFACES PRIOR TO FINAL SET TO

PREVENT SMEARING AND STAINING. CLEAN FINISHED WORK USING METHODS AND

CLEANING AGENTS APPROPRIATE FOR BRICK MASONRY.

PROTECT COMPLETED WORK FROM RAPID DRYING, FREEZING, PRECIPITATION, AND

CONSTRUCTION DAMAGE UNTIL FULLY CURED. FINAL INSTALLATION SHALL BE

CLEAN, UNIFORM, WEATHER-TIGHT, AND MATCH ADJACENT EXISTING BRICK

CONDITIONS.

REPLACEMENT BRICK:

ALL REPLACEMENT BRICK TO MATCH EXISTING AS CLOSE AS POSSIBLE.

BASIS OF DESIGN REPLACEMENT BRICK TO BE: RED CONCRETE STRAIGHT-EDGE BRICK.

SUBMIT SAMPLES FOR VERIFICATION.

NEW MORTAR TO BE FIELD VERIFY AND MATCH TO EXISTING.

INDIVIDUAL BRICK REPLACEMENT ALLOWANCE :

PROVIDE AN ALLOWANCE FOR THE REMOVAL AND

REPLACEMENT OF ROWLOCK BRICK BELOW

WINDOWS.

ROWLOCK BRICK REPLACEMENT DETAILS

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AutoCAD SHX Text FILENAME: C:\Users\rking-gray\DC\ACCDocs\Barry Isett and Associates\1021526.000__CCHRA_Beyond_Violence_Shelter\Project Files\Arch-CAD\1021526.000_BV_Womens_Shelter.dwg - May 15, 2026 12:16 PM

CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS FOR THE ENTIRE PROJECT BEFORE PROCEEDING WITH THE WORK.

EXTENT OF "P16"

A B

4' -5

/2

6' -1

0"

D100 D100

10'-1"9'-0"

PARKING

6' -0

80'-0" EXTENT OF "P11"

'-0

122'-6" +/- EXTENT OF "P11"

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GENERAL PROPOSAL NOTES:

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE BUILDING CODES, INDUSTRY

STANDARDS, AND MANUFACTURER REQUIREMENTS.

2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND OPENINGS PRIOR

TO FABRICATION AND INSTALLATION. REPORT DISCREPANCIES TO DESIGN TEAM PRIOR TO

PROCEEDING.

3. COORDINATE ALL WORK WITH EXISTING BUILDING CONDITIONS, INCLUDING STRUCTURAL,

MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS. PROVIDE REQUIRED MODIFICATIONS FOR A

COMPLETE AND FUNCTIONAL INSTALLATION.

4. PROTECT EXISTING CONSTRUCTION, EQUIPMENT, AND FINISHES TO REMAIN. REPAIR OR REPLACE

ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES.

5. ALL NEW WORK SHALL BE INSTALLED PLUMB, LEVEL, AND TRUE, AND SHALL ALIGN WITH ADJACENT

EXISTING CONSTRUCTION.

6. PROVIDE CONTINUOUS AIR, MOISTURE, AND WEATHER BARRIERS AT ALL NEW AND MODIFIED

EXTERIOR WALL CONDITIONS, INCLUDING PROPER FLASHING, SEALANTS, AND TRANSITIONS.

7. ALL PENETRATIONS THROUGH EXTERIOR WALLS SHALL BE SLEEVED, SEALED, AND FLASHED TO

MAINTAIN A WEATHER-TIGHT AND AIR-TIGHT BUILDING ENVELOPE.

8. PROVIDE BACKER ROD AND HIGH-PERFORMANCE ELASTOMERIC SEALANT AT ALL CONTROL JOINTS, PERIMETER JOINTS, AND MATERIAL TRANSITIONS.

9. MATCH EXISTING ADJACENT FINISHES, MATERIALS, PROFILES, AND COLORS WHERE WORK

INTERFACES WITH EXISTING CONSTRUCTION UNLESS OTHERWISE NOTED.

10. INSTALL ALL DOORS, WINDOWS, AND WALL SYSTEMS WITH PROPER FLASHING (SILL, JAMB, AND HEAD)

IN SHINGLE-LAP FASHION TO DIRECT WATER TO EXTERIOR.

11. PROVIDE ADEQUATE STRUCTURAL SUPPORT, BLOCKING, AND BACKING FOR ALL NEW EQUIPMENT, CASEWORK, AND WALL-MOUNTED ITEMS. VERIFY LOCATIONS IN FIELD.

12. ALL MATERIALS SHALL BE NEW, FREE FROM DEFECTS, AND INSTALLED IN ACCORDANCE WITH

MANUFACTURER SPECIFICATIONS.

13. MAINTAIN CLEAN AND SAFE WORK AREA AT ALL TIMES. FINAL CONDITION SHALL BE CLEAN, UNIFORM, AND READY FOR USE.

14. COORDINATE INSTALLATION SEQUENCING TO ENSURE PROPER INTEGRATION OF SYSTEMS,

INCLUDING FRAMING, SHEATHING, AIR/WATER BARRIERS, FINISHES, AND MECHANICAL INSTALLATIONS.

ASSESS IF ROWLOCK BRICK IS DAMAGED, LOOSE,

UNSUPPORTED, OR OTHERWISE DETERMINED UNSUITABLE

DURING WINDOW REMOVAL OR NEW WINDOW

INSTALLATION. REPLACE AFFECTED ROWLOCK BRICK AS

REQUIRED TO PROVIDE A PROPERLY SUPPORTED

OPENING FOR NEW WINDOW INSTALLATION. PROVIDE NEW

BRICK TO MATCH EXISTING BRICK AND NEW MORTAR.

ENSURE NEW MASONRY IS PROPERLY ALIGNED AND

INTEGRATED WITH ADJACENT CONSTRUCTION. REFER TO

SHEET GA0.0 FOR ADDITIONAL INFORMATION.

REINSTALL EXISTING 3'-0"X6'-8" DOOR WITH NEW

ENGINEERED WOOD JAMB ASSEMBLY. VERIFY EXISTING

CLEARANCES, ALIGNMENT, SWING, AND LATCHING

OPERATION.

1. INFILL GAPS WITH SPRAY FOAM.

2. INSTALL SELF-ADHERED SILL, JAMB, AND HEAD

FLASHING.

3. PROVIDE NEW WEATHER-RESISTANT ENGINEERED

WOOD JAMB ASSEMBLY WITH DEPTH TO MATCH EXISTING

WALL CONDITION. INSTALL FRAME PLUMB, LEVEL, SQUARE,

AND SECURELY ANCHORED TO ROUGH OPENING.

4. PROVIDE THREE (3) NEW HINGES TO MATCH EXISTING

HINGE SIZE, MORTISE STYLE, AND SWING CONFIGURATION.

5. PREP DOOR SURFACE FOR NEW PAINT AND

ACCESSORIES.

6. REINSTALL EXISTING LEVER LOCKSET AND KEYING.

7. PROVIDE NEW FULL-WIDTH THRESHOLD INSTALLED

OVER CONTINUOUS SEALANT BED.

8. SEAL ALL PERIMETER JOINTS, FASTENER

PENETRATIONS, AND TRANSITIONS WITH BACKER ROD AND

HIGH-PERFORMANCE ELASTOMERIC SEALANT.

9. PROVIDE NEW INTERIOR WOOD TRIM TO MATCH WIDTH,

PROFILE, AND FINISH OF REMOVED TRIM.

REFER TO SHEET GA0.0 FOR DOOR SCHEDULE AND

FINISHES. REFER TO NOTE “P12” FOR EXTERIOR TRIM

REQUIREMENTS.

"P3" NEW DOOR ALTERNATE: INSTALL NEW 3'-0" X 6'-8"

EXTERIOR DOOR IN PLACE OF EXISTING DOOR WITH NEW

DOOR JAMB, JAMB EXTENSION, THREE 4X4 HINGES, AND

COMPLETE HARDWARE PACKAGE INCLUDING LEVER

LOCKSET AND KEYING ON EXTERIOR SIDE. INSTALL NEW

FULL OPENING WIDTH THRESHOLD. INSTALL WOOD TRIM

AT INTERIOR THAT MATCHES WIDTH AND PROFILE OF

REMOVED TRIM. INSTALL COMPLETE ASSEMBLY IN

ACCORDANCE WITH MANUFACTURER REQUIREMENTS. SEE

SHEET GA0.0 FOR DOOR SCHEDULE. REFER TO NOTE “P12”

FOR EXTERIOR TRIM REQUIREMENTS.

PROVIDE NEW MORTAR IN NOTE "D6" AREAS REFERRED TO

ON SHEET D1.0. MORTAR SHALL COMPLY WITH ASTM C270

(TYPE N UNLESS OTHERWISE NOTED). PACK MORTAR

TIGHTLY INTO JOINTS IN LIFTS AS REQUIRED TO ENSURE

FULL BOND AND ELIMINATE VOIDS. TOOL JOINTS TO MATCH

EXISTING PROFILE. CURE MORTAR IN ACCORDANCE WITH

MANUFACTURER RECOMMENDATIONS AND INDUSTRY

STANDARDS. CLEAN ADJACENT MASONRY SURFACES OF

EXCESS MORTAR AND LEAVE FINISHED WORK NEAT AND

UNIFORM.

EXISTING GUTTER TO REMAIN. REPLACE 2X3

DOWNSPOUTS IN THEIR ENTIRETY, INCLUDING FASTENERS,

STRAPS, AND BRACKETS. INSTALL ALL COMPONENTS

PLUMB AND SECURELY ANCHORED TO ADJACENT

CONSTRUCTION. PROVIDE SEALANT AT ALL JOINTS,

TRANSITIONS, ELBOWS, AND EXTENSIONS TO ENSURE A

WATERTIGHT SYSTEM DIRECTED AWAY FROM

FOUNDATION. REMOVABLE EXTENSIONS TO BE MINIMUM

48" LENGTH.

PROVIDE AND INSTALL NEW 3X4 DOWNSPOUTS COMPLETE

WITH SUBSTRATE-APPROPRIATE FASTENERS, STRAPS,

AND BRACKETS. INSTALL ALL COMPONENTS PLUMB AND

SECURELY ANCHORED TO ADJACENT CONSTRUCTION.

PROVIDE SEALANT AT ALL JOINTS, TRANSITIONS, ELBOWS,

AND EXTENSIONS TO MAINTAIN A WATERTIGHT SYSTEM

DIRECTED AWAY FROM FOUNDATION. REMOVABLE

EXTENSIONS TO BE MAXIMUM 48" LENGTH. COORDINATE

INSTALLATION WITH EXISTING DOWNSPOUT SYSTEM AND

SITE DRAINAGE CONDITIONS.

MODIFY EXISTING 3X4 DOWNSPOUT. PROVIDE AND INSTALL

NEW 3X4 DOWNSPOUT EXTENSION PARTS ONLY. SUPPLY

AND INSTALL SUBSTRATE-APPROPRIATE FASTENERS,

STRAPS, AND BRACKETS. INSTALL ALL COMPONENTS

PLUMB AND SECURELY ANCHORED TO ADJACENT

CONSTRUCTION. PROVIDE SEALANT AT ALL JOINTS,

TRANSITIONS, ELBOWS, AND EXTENSIONS TO MAINTAIN A

WATERTIGHT SYSTEM DIRECTED AWAY FROM

FOUNDATION. REMOVABLE EXTENSIONS TO BE MINIMUM

48" LENGTH.

CONNECT NEW PIPE AND FITTINGS TO EXISTING 3" PVC

ROOF DRAIN PROTRUDING THROUGH REAR FACADE.

CONTINUE ROOF DRAIN PIPING WITH A MINIMUM SLOPE OF

1/8" PER FOOT UNLESS OTHERWISE REQUIRED BY CODE

OR SITE CONDITIONS. INSTALL CONTINUATION OF DRAIN

AS CLOSE TO FACE OF FACADE AS POSSIBLE. MAINTAIN

CONTINUOUS FALL WITH NO LOW POINTS OR BACK-PITCH.

PIPE SHALL BE PVC SCHEDULE 40. PROVIDE COMPATIBLE

FITTINGS, PRIMER, AND SOLVENT CEMENT PER

MANUFACTURER RECOMMENDATIONS. MAKE ALL

CONNECTIONS WATERTIGHT AND PROPERLY SEALED.

VERIFY FIELD CONDITIONS, ELEVATIONS, AND TIE-IN

LOCATIONS PRIOR TO INSTALLATION. INSTALL WITH FIXED

45 DEGREE ELBOW AT BASE AND REMOVABLE EXTENSION

WITH MINIMUM 48" LENGTH.

CONNECT NEW PIPE AND FITTINGS TO EXISTING 3" PVC

ROOF DRAIN EXTENDING OVER REAR FACADE. CUT BACK

DRAIN AND REPLACE PVC ELBOW FITTING SO THAT DRAIN

IS CLOSER TO GUTTER & FACADE. INSTALL CONTINUATION

OF DRAIN AS CLOSE TO FACE OF FACADE AS POSSIBLE.

MAINTAIN CONTINUOUS FALL WITH NO LOW POINTS OR

BACK-PITCH. PIPE SHALL BE PVC SCHEDULE 40. PROVIDE

COMPATIBLE FITTINGS, PRIMER, AND SOLVENT CEMENT

PER MANUFACTURER RECOMMENDATIONS. MAKE ALL

CONNECTIONS WATERTIGHT AND PROPERLY SEALED.

EXTENSIONS TO BE MINIMUM 48" LENGTH.

PROVIDE NEW HIGH-BUILD, 100% ACRYLIC ELASTOMERIC

MASONRY PAINT COATING FOR ALL EXTERIOR CMU

SURFACES. SHERWIN-WILLIAMS LOXON® XP OR

APPROVED EQUIVALENT. COATING SHALL BRIDGE

HAIRLINE CRACKS, RESIST RAIN, AND ACCOMMODATE

SUBSTRATE MOVEMENT. APPLY IN STRICT ACCORDANCE

WITH MANUFACTURER REQUIREMENTS. COLOR: EXTRA

WHITE. MINIMUM TWO COATS. SHEEN: FLAT. PRODUCT#

LX11W0051

PROVIDE AND INSTALL NEW EXTERIOR PVC CASING

AROUND EXTERIOR OF DOOR. ROYAL BUILDING PRODUCTS

OR APPROVED EQUAL, 2-1/4" WIDE, WM356 PROFILE,

COLOR: WHITE, WITH MITERED CORNERS. INSTALL OVER

CONTINUOUS SELF-ADHERED FLASHING MEMBRANE

ALONG PERIMETER OF OPENING. SEAL ALL JOINTS,

MITERS, AND PERIMETER CONDITIONS WITH TITEBOND

WEATHERMASTER HIGH-PERFORMANCE ELASTOMERIC

SEALANT OR APPROVED EQUAL, TO PROVIDE A

CONTINUOUS WEATHER AND AIR-TIGHT INSTALLATION.

INFILL EXISTING CMU OPENING AT (3)3" CAPPED DRAINS

AND SINGLE 1" DRAIN LOCATION WITH MORTAR. XTRIM

BACK EXPANDING FOAM MIN. 1" DEPTH FOR MORTAR

APPLICATION. APPLY A WEATHER-RESISTANT BARRIER

OVER THE SPRAY FOAM. INSTALL (3) LAYERS OF

GALVANIZED METAL MESH WITH MASONRY ANCHORS

DIRECTLY INTO THE CMU STRUCTURE TO SUPPORT

MORTAR BOND. HOLD THE MESH SLIGHTLY AWAY FROM

THE FOAM, ALLOWING MORTAR TO EMBED THE WIRES.

APPLY HIGH-QUALITY POLYMER-MODIFIED THIN-SET OR

SAND-MIX MORTAR, PACKED AND TOOLED TO MATCH

ADJACENT CMU FINISH. FINISH FLUSH WITH EXISTING CMU

WALL PLANE, BRUSH TEXTURED FINISH. SEAL MORTAR.

PAINT TO MATCH ADJACENT SURFACES.

INFILL EXISTING WINDOW OPENING WITH NEW CMU TO

MATCH ADJACENT WALL CONSTRUCTION. PREPARE

OPENING BY CLEANING AND ROUGHENING EXISTING

MASONRY SURFACES TO RECEIVE NEW WORK. PROVIDE

AND INSTALL CMU UNITS MATCHING EXISTING SIZE, TYPE,

AND FINISH. TIE NEW MASONRY TO EXISTING WALL USING

MECHANICAL TIES ANCHORED INTO EXISTING CMU.

INSTALL REINFORCEMENT AS REQUIRED TO MAINTAIN

STRUCTURAL INTEGRITY. LAY CMU IN RUNNING BOND WITH

TYPE S MORTAR. TOOL JOINTS TO MATCH EXISTING

ADJACENT MASONRY. GROUT SOLID AS REQUIRED AT

REINFORCED CELLS. PATCH, REPOINT, AND FINISH ALL

ADJACENT SURFACES TO MATCH EXISTING. PAINT

EXTERIOR AND INTERIOR CMU TO MATCH EXISTING.

"P14" CMU INFILL ALTERNATE: INFILL EXISTING OPENING

WITH PRESSURE-TREATED WOOD STUD FRAMING AT 12"

O.C. SECURE FRAMING TO EXISTING CMU WITH

APPROPRIATE FASTENERS. PROVIDE SOLID BLOCKING AS

REQUIRED FOR PANEL SUPPORT AND EDGE CONDITIONS.

VERIFY OPENING IS LEVEL, PLUMB, AND SQUARE PRIOR TO

INSTALLATION. PROVIDE AND INSTALL 1/2"

EXTERIOR-GRADE PLYWOOD SHEATHING,AND

CONTINUOUS AIR/WATER BARRIER OVER SHEATHING.

SEAL ALL SEAMS, PENETRATIONS, AND TRANSITIONS TO

MAINTAIN A CONTINUOUS WEATHER-TIGHT AND AIR-TIGHT

ENVELOPE. PROVIDE AND INSTALL INSULATED METAL

PANEL (IMP) SYSTEM AS EXTERIOR FINISH. INSTALL

PANELS IN ACCORDANCE WITH MANUFACTURER

REQUIREMENTS, INCLUDING ALL TRIM, FLASHING,

FASTENERS, SEALANTS, AND ACCESSORIES FOR A

COMPLETE AND WEATHER-TIGHT INSTALLATION. PROVIDE

SILL, JAMB, AND HEAD FLASHING AT OPENING PERIMETER.

PROVIDE BACKER ROD AND HIGH-PERFORMANCE

ELASTOMERIC SEALANT AT PERIMETER JOINT BETWEEN

NEW INFILL AND EXISTING CONSTRUCTION. ALIGN

FINISHED SURFACES WITH ADJACENT WALL AND MATCH

EXISTING PROFILE AND COLOR WHERE APPLICABLE.

INSTALL 1/2" SANDED PLYWOOD AT INTERIOR TO ENCASE

STUD FRAMING. FINISH EDGES WITH QUARTER ROUND.

PAINT TO MATCH EXISTING INTERIOR COLOR.

EXISTING SINGLE HUNG WINDOWS AT FRONT FACADE TO

REMAIN.

EXISTING METAL FRONT ENTRY DOOR AND WINDOW

ASSEMBLY TO REMAIN.

EXISTING FRONT AWNING OVER ENTRY DOOR TO REMAIN.

EXISTING REAR METAL DOORS WITH HOLLOW-CORE METAL

JAMBS TO REMAIIN.

PROVIDE NEWLY FRAMED OPENING FOR EXISTING AIR

CONDITIONING UNIT. VERIFY DIMENSIONS ON-SITE.

INCLUDE WATERPROOFING ASSEMBLY AND SEALANTS.

REFINISH INTERIOR WINDOW OPENING WITH NEW WOOD

CASING, SILL, AND TRIM. PAINT TO MATCH EXISTING.

LIFTED ROOF FLASHING: SECURE TO ADJACENT SURFACE

WITH APPROPRIATE FASTENERS AND SEALANT TO

MAINTAIN A WATERTIGHT CONDITION.

CUT BACK EXISTING 1" DRAIN PROTRUDING THROUGH

REAR FACADE. CONNECT NEW PIPE AND FITTINGS TO NEW

DRAIN. ROUTE DRAIN WITH A MINIMUM SLOPE OF 1/4" PER

FOOT AS CLOSE TO FACE OF FACADE AS POSSIBLE. PIPE

SHALL BE PVC SCHEDULE 40. PROVIDE COMPATIBLE

FITTINGS, PRIMER, AND SOLVENT CEMENT PER

MANUFACTURER RECOMMENDATIONS. MAKE ALL

CONNECTIONS WATERTIGHT AND PROPERLY SEALED.

PATCH AND REPAIR ADJACENT WALL SURFACES AS

REQUIRED FOLLOWING REMOVAL OF REAR AWNING ABOVE

DBL. 6-0 DOOR.

EXISTING RECESSED 3-0X6-8 DOOR AT FRONT FACADE TO

REMAIN.

PROVIDE AND INSTALL NEW PRESSURE-TREATED WOOD

BUCK AT CMU WALL OPENINGS TO CREATE LEVEL AND

SQUARE OPENINGS. ANCHOR BUCK TO MASONRY WITH

APPROPRIATE FASTENERS. PROTECT BUCK WITH

SELF-ADHERED FLASHING MEMBRANE. PROVIDE AND

INSTALL NEW VINYL AWNING WINDOWS. FLASH OPENINGS

WITH SLOPED SILL PAN, JAMB FLASHING, AND HEAD

FLASHING TO DIRECT WATER TO EXTERIOR. PROVIDE

WEEPS WHERE APPLICABLE. SEAL PERIMETER WITH

HIGH-PERFORMANCE ELASTOMERIC SEALANT TITEBOND

WEATHERMASTER OR APPROVED EQUIVALENT, AND

LOW-PRESSURE EXPANDING FOAM TO ACHIEVE

CONTINUOUS AIR AND MOISTURE BARRIER. RETOUCH

PAINT AT INTERIOR SILL WHERE APPLICABLE. INSTALL

EXTERIOR TRIM AND INTERIOR TRIM.

PROVIDE NEW CLEAN FILL AT SPECIFIED SUNKEN GRADE

LOCATIONS. COMPACT FILL IN LIFTS AND ESTABLISH

POSITIVE DRAINAGE WITH MINIMUM SLOPE AWAY FROM

BUILDING FOUNDATION (MIN. 5% FOR FIRST 10'-0" UNLESS

NOTED OTHERWISE). FINAL GRADE SHALL DIRECT WATER

AWAY FROM STRUCTURE AND PREVENT PONDING.

PROVIDE SUN & SHADE GRASS SEEDING WITH FERTILIZER

AT DISTURBED AREAS.

PROVIDE AND MAINTAIN A SLEEVE OR OPENING WITHIN

EXISTING CMU FOR CONDENSER LINES TO PASS TO

INTERIOR. SIZE AND LOCATE OPENING AS REQUIRED AND

COORDINATE WITH MECHANICAL. SEAL AROUND

PENETRATIONS WITH BACKER ROD AND

HIGH-PERFORMANCE ELASTOMERIC SEALANT FOR A

WEATHER-TIGHT CONDITION.

EXISTING STEEL LINTEL. WIRE BRUSH ALL RUSTED OR

BARE SPOTS AND SAND EXISTING PAINT FINISH SMOOTH.

PRIME ALL EXPOSED SURFACES AND APPLY (2) FINISH

COATS, COLOR “RED” TO MATCH BRICK.

REINSTALL HANDICAPPED PARKING SIGN AT 72" AFF TO

TOP.

STAFF

ROOM

PANEL BOX CLOSET SHELVES

OFFICE LOBBY

PROPOSED KEYED NOTES

MARK NOTE

PROVIDE AND INSTALL NEW ALUMINUM

STOREFRONT WINDOW SYSTEM. REFER TO WINDOW

SCHEDULE FOR BASIS OF DESIGN AND PERFORMANCE

REQUIREMENTS. ENSURE WINDOW SYSTEM IS PROPERLY

ALIGNED, PLUMB, LEVEL, AND SECURED TO EXISTING

ROUGH OPENING FRAMING. PROVIDE BACKER ROD AND

CONTINUOUS FLEXIBLE SEALANT AT INTERIOR AND

EXTERIOR PERIMETER OF WINDOW FRAME. REFER TO

WINDOW SCHEDULE FOR ADDITIONAL REQUIREMENTS. IF

NEW WINDOW FRAME DEPTH IS LESS THAN EXISTING

WINDOW CONDITION, REMOVE EXISTING INTERIOR WOOD

WINDOW SILL AND PROVIDE NEW EXTENSION JAMBS TO

MATCH NEW WINDOW DEPTH AND FINISHED WALL

CONDITION. INSTALL NEW SILL LEVEL AND SECURELY

FASTENED. PATCH AND REPAIR ADJACENT WALL

SURFACES AS REQUIRED FOR A CLEAN, CONTINUOUS

FINISH. SILL HORN AND NOSING TO MATCH EXISTING.

PAINT ALL NEW WORK AND ADJACENT SURFACES TO

MATCH EXISTING CONDITIONS.

PR

O

PO

SE

D

PL

AN

S

EL

EV

AT

IO

N S

RKG

RKG -

GA1.0

PROPOSED FRONT ELEVATION

SCALE: 3/16"=1'-0"

PROPOSED RIGHT ELEVATION

SCALE: 3/16"=1'-0"

PROPOSED REAR ELEVATION

SCALE: 3/16"=1'-0"

PROPOSED STAFF ROOM

SCALE: 3/16"=1'-0"

PROPOSED LOBBY AND OFFICE

SCALE: 3/16"=1'-0"

JOB:

1021526.000

COPYRIGHT 2026

DRAWN:

SCALE:

AS NOTED

DATE:

05/14/2026

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AutoCAD SHX Text FILENAME: C:\Users\rking-gray\DC\ACCDocs\Barry Isett and Associates\1021526.000__CCHRA_Beyond_Violence_Shelter\Project Files\Arch-CAD\1021526.000_BV_Womens_Shelter.dwg - May 15, 2026 12:16 PM

CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS FOR THE ENTIRE PROJECT BEFORE PROCEEDING WITH THE WORK.

CONTROL EQUIPMENT

MANUAL MOTOR STARTER - OVERLOADS SIZED TO

ACCOMODATE MOTOR - 4'-0" AFF UNLESS OTHERWISE NOTED

COMBINATION MOTOR STARTER - TYPE/SIZE/NEMA

ENCLOSURE AS INDICATED - MOUNT 4'-6" AFF TO CENTERLINE

OF OPERATING HANDLE. PROVIDE OVERCURRENT AND

OVERLOADS IN ACCORDANCE WITH MANUFACTURERS'

RECOMMENDATIONS FOR MOTOR HP

MOTOR - HORSEPOWER AS INDICATED

DISCONNECT SWITCH - AMPS/POLES/FUSES/NEMA

ENCLOSURE AS INDICATED - MOUNT 4'-6" AFF TO CENTERLINE

OR OPERATING HANDLE

TRANSFORMER

M

T

30/3/NF/12

FVNR/SIZE1/3R

MS

NOTE:

NOT ALL ABBREVIATIONS AND SYMBOLS

INDICATED MAY APPEAR ON THESE CONTRACT

DRAWINGS. THIS IS FOR REFERENCE ONLY.

ABBREVIATIONS

SYMBOL DESCRIPTION

PIPING SYMBOLS

A

M

GENERAL NOTES

POINT OF CONNECTION-NEW TO EXISTING

H HUMIDISTAT

# DRAWING NOTE SYMBOL

# REVISION SYMBOL

# SECTION NUMBER

# DETAIL OR SECTION NUMBER

DIRECTION OF VIEW

MISCELLANEOUS SYMBOLS

T THERMOSTAT

DRAWING FROM WHICH SECTION OR

DETAIL IS TAKEN

DRAWING ON WHICH SECTION OR

DETAIL IS SHOWN

DESIGNATES SUPPLY DIFFUSER TYPE IN AREAS*

DESIGNATES RETURN DIFFUSER TYPE IN AREAR*

DESIGNATES EXHAUST GRILLE TYPE IN AREAE*

S SWITCH

POINT OF DEMOLITION CONCLUSION

CS

V

LPR

LPS

PCR

MPS

RS

RL

MPR

FOR

FOS

HG

FOV

HPR

HPS

HWR

HWS

D

CHS

CA

BF

CHR

CR

VFD (VARIABLE FREQUENCY DRIVE)

1. CONTRACT DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE

RELATION OF PIPING, DUCTWORK, CONNECTIONS, AND EQUIPMENT. THE

DRAWINGS DO NOT INDICATE ALL OFFSETS, ELBOWS, AND FITTINGS

THAT MAY BE REQUIRED. THEREFORE, THE CONTRACTOR SHALL

CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISH CONDITIONS

AFFECTING THE WORK AND ACTUAL EQUIPMENT PROVIDED. THE

CONTRACTOR SHALL FURNISH ALL OFFSETS, ELBOWS, FITTINGS,

HANGERS, AND ACCESSORIES AS MAY BE REQUIRED TO MEET THESE

CONDITIONS AT NO ADDITIONAL COST TO THE OWNER.

2. INSTALL ALL EQUIPMENT AND MATERIALS IN STRICT ACCORDANCE WITH

THE CURRENTLY ADOPTED INTERNATIONAL MECHANICAL CODE, ALL

PERTINENT CODES, LAWS, ORDINANCES, REGULATIONS, AND

RESPECTIVE MANUFACTURER'S WRITTEN INSTRUCTIONS.

3. ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN STRICT

ACCORDANCE WITH SMACNA AND ASHRAE STANDARDS.

4. COORDINATE HVAC WORK WITH THE WORK OF ALL OTHER

CONTRACTORS AND OWNER.

5. THE HVAC CONTRACTOR SHALL ARRANGE THE PROGRESS OF HIS WORK

SO AS TO CONFORM TO THE PROGRESS OF THE TRADES AND SHALL

COMPLETE THE ENTIRE INSTALLATION AS SOON AS THE CONDITION OF

THE PROJECT WILL PERMIT.

6. ALL ITEMS OF LABOR, MATERIAL, AND EQUIPMENT NOT SPECIFICALLY

DESCRIBED HEREIN NOR DETAILED ON THE DRAWINGS BUT INCIDENTAL

TO OR NECESSARY FOR THE COMPLETION OF THE WORK, SHALL BE

CONSIDERED AS INCLUDED WITHOUT EXTRA COST.

7. COORDINATE EXACT LOCATIONS OF DIFFUSERS/DUCTWORK WITH

LIGHTS, SPRINKLERS, AND CEILING WITH REFLECTED CEILING PLAN AND

ARCHITECT.

8. PROVIDE INDIVIDUAL VOLUME DAMPERS FOR BALANCING ON ALL

SUPPLY, RETURN, RELIEF, AND EXHAUST MAIN BRANCH AND BRANCH

TAKE-OFFS. LOCATE VOLUME DAMPER AS CLOSE AS POSSIBLE TO TAKE

OFF POINTS. PROVIDE CABLE CONTROL VOLUME DAMPERS FOR ALL

INACCESSIBLE CEILINGS.

9. MOUNT ALL THERMOSTATS AT 48" AFF, TO THE TOP OF THE

THERMOSTAT BOX. COORDINATE ALL LOCATIONS WITH ARCHITECT

PRIOR TO ROUGH-IN AND INSTALLATION.

10. PROVIDE PROTECTION FOR ALL PENETRATIONS OF FIRE RESISTANCE

RATED ASSEMBLIES IN ACCORDANCE WITH THE REQUIREMENTS OF THE

CURRENTLY ADOPTED INTERNATIONAL BUILDING CODE.

11. UNLESS SPECIFICALLY STATED OTHERWISE OR APPROVED BY THE

ARCHITECT IN ADVANCE, NO EXPOSED CONDUIT OR PIPING WILL BE

ACCEPTABLE IN NEW CONSTRUCTION IN FINISHED SPACES AND NO

CONDUIT OR PIPING OF ANY KIND WILL BE PERMITTED IN THE CAVITY.

S*

SUPPLY/RETURN DIFFUSER TYPE

NECK SIZE

CFM

ME0.0: MECHANICAL & ELECTRICAL INFORMATION SHEET

ME1.0: FLOOR PLANS - MECHANICAL & ELECTRICAL

ME2.0: MECHANICAL SPECIFICATIONS

DRAWING LIST

A/C

AFF

AFG

AMB

AMP

AP

APROX

ARR

ATC

AUTO

AUX

AVG

BF

BHP

BOD

BOP

BOT

BP

BSMT

BTU

CA

CAP

CF

CFM

CL

CO

COL

CONC

CONN

CONT

CTR

D

DB

DDC

DEG

DET

DIA, Ø

DISC

DN

DWG

EA

EAT

EER

EFF

EJ

EL

ELEC

ENT

ESP

EVAP

EWT

EXH

EXP

EXST

EXT

F&T

FC

FDW

FLA

FLR

FO

FPM

FPS

FS

FT

GA

GAL

GALV

GND

GPH

GPM

GR

HD

HG

HGT

HMD

HORIZ

HP

HTD

HTR

Hz

INSUL

INTL

LAT

LBS

LIN

LP

LRA

LVL

LVR

LWT

MAN

MAX

MBH

MIN

MOD

MTD

MU

NA

NC

NEG

NIC

NO

NTS

OA

OED

OFCI

OV

PCR

PD

PG

PL

PNEU

PRESS

PROP

PSIG

QTY

REF

REQD

REV

RL

RM

RS

RTN

S

SCH

SD

SEC

SENS

SEP

SEQ

SER

SERV

SHT

SOL

SP

SPLY

SS

STL

SUCT

TD

TEMP

TH

THK

TSP

TYP.

UON

V

VAC

VAV

VB

VEL

VERT

VIB

VOL

VSD

VTR

W

WB

WMS

HERTZ

INSULATION

INTERNAL

LEAVING AIR TEMPERATURE

POUNDS

LINEAL

LOW PRESSURE

LOCKED ROTOR AMPS

LEVEL

LOUVER

LEAVING WATER TEMPERATURE

MANUAL

MAXIMUM

THOUSAND BRITISH THERMAL UNITS PER HOUR

MINIMUM

MODEL

MOUNTED

MAKEUP

NOT APPLICABLE

NORMALLY CLOSED

NEGATIVE

NOT IN CONTRACT

NORMALLY OPEN

NOT TO SCALE

OUTSIDE AIR

OPEN END DUCT

OWNER FURNISHED CONTRACTOR INSTALLED

OUTLET VELOCITY

PUMPED CONDENSATE RETURN

PRESSURE DROP

RESSURE GAUGE

PLATE

PNEUMATIC

PRESSURE

PROPELLER

POUNDS PER SQUARE INCH GAUGE

QUANTITY

REFERENCE

REQUIRED

REVISION

REFRIGERANT LIQUID

ROOM

REFRIGERANT SUCTION

RETURN

SWITCH

SCHEDULE

SMOKE DAMPER

SECONDARY SECONDS

SENSIBLE

SEPARATE

SEQUENCE

SERIES

SERVICE

SHEET

SOLENOID

STATIC PRESSURE

SUPPLY

STAINLESS STEEL

STEEL

SUCTION

TEMPERATURE DIFFERENTIAL

TEMPERATURE

THERMOMETER

THICK

TOTAL STATIC PRESSURE

TYPICAL

UNLESS OTHERWISE NOTED

VENT OR VOLT

VACUUM

VARIABLE AIR VOLUME

VACUUM BREAKER

VELOCITY

VERTICAL

VIBRATION

VOLUME

VARIABLE SPEED DRIVE

VENT THRU ROOF

WATT, WIDTH OR WIDE

WET BULB

WIRE MESH SCREEN

AIR CONDITIONING

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AMBIENT

AMPERE

ACCESS PANEL

APPROXIMATE

ARRANGEMENT

AUTOMATIC TEMPERATURE CONTROL

AUTOMATIC

AUXILIARY

AVERAGE

BOILER FEED

BRAKE HORSEPOWER

BOTTOM OF DUCT

BOTTOM OF PIPE

BOTTOM

BACK PRESSURE

BASEMENT

BRITISH THERMAL UNIT

COMPRESSED AIR

CAPACITY

CUBIC FOOT (FEET)

CUBIC FOOT (FEET) PER MINUTE

CENTER LINE

CLEANOUT

COLUMN

CONCRETE OR CONCENTRIC

CONNECT OR CONNECTION

CONTINUATION

CENTER

DRAIN OR DEEP

DRY BULB

DIRECT DIGITAL CONTROL

DEGREE

DETAIL

DIAMETER

DISCONNECT

DOWN

DRAWING

EACH

ENTERING AIR TEMPERATURE

ENERGY EFFICIENCY RATIO

EFFICIENCY

EXPANSION JOINT

ELEVATION

ELECTRICAL

ENTERING

EXTERNAL STATIC PRESSURE

EVAPORATOR

ENTERING WATER TEMPERATURE

EXHAUST

EXPANSION

EXISTING

EXTERNAL

FLOAT & THERMOSTATIC

FLEXIBLE CONNECTION

FEED WATER

FULL LOAD AMPS

FLOOR

FUEL OIL

FOOT (FEET) PER MINUTE

FOOT (FEET) PER SECOND

FLOW SWITCH

FOOT (FEET)

GAUGE

GALLONS

GALVANIZED

GROUND

GALLONS PER HOUR

GALLONS PER MINUTE

GRAIN

HEAD

HOT GAS

HEIGHT

HUMIDITY

HORIZONTAL

HORSEPOWER

HEATED

HEATER

SHUT-OFF VALVE

GLOBE VALVE

CHECK VALVE

FLOW SETTER

ANGLE GATE VALVE

RELIEF OR SAFETY VALVE

SOLENOID VALVE

BUTTERYFLY VALVE

2-WAY CONTROL VALVE

3-WAY CONTROL VALVE

PRESSURE REDUCING VALVE

UNION

STRAINER W/BLOW-OFF & CAP

PIPE GUIDE

PIPE ANCHOR

FLEXIBLE CONNECTOR

EXPANSION JOINT

THERMOMETER

PRESSURE GAUGE W/COCK

AUTOMATIC AIR VENT

MANUAL AIR VENT

DIRECTION OF FLOW

DIRECTION OF SLOPE

CONCENTRIC REDUCER

ECCENTRIC REDUCER

PIPE UP

PIPE DOWN

PIPE THROUGH

TOP TAKE-OFF

EXISTING TO REMAIN

EXISTING TO BE REMOVED

NEW WORK

BOILER FEED WATER

COMPRESSED AIR

CHILLED WATER RETURN

CHILLED WATER SUPPLY

CONDENSER WATER RETURN

CONDENSER WATER SUPPLY

CONDENSATE DRAIN OR DRAIN

FUEL OIL RETURN

FUEL OIL SUPPLY

FUEL OIL TANK VENT

HOT GAS

HIGH PRESSURE CONDENSATE RETURN

HIGH PRESSURE STEAM SUPPLY

HEATING WATER RETURN

HEATING WATER SUPPLY

LOW PRESSURE CONDENSATE RETURN

LOW PRESSURE STEAM SUPPLY

MEDIUM PRESSURE CONDENSATE RETURN

MEDIUM PRESSURE STEAM SUPPLY

PUMPED CONSENSATE RETURN

REFRIGERANT LIQUID

REFRIGERANT SUCTION

VENT LINE

WIRING DEVICES

DUPLEX RECEPTACLE - NEMA 5-20R, MOUNT 1'-6" AFF UNLESS

OTHERWISE NOTED

GFI DUPLEX RECEPTACLE - MOUNT AT 1'-6" AFF UNLESS

OTHERWISE NOTED

PANELBOARDS

SURFACE MOUNTED PANEL

FLUSH MOUNTED PANEL

EXISTING SURFACE MOUNTED PANEL

EXISTING FLUSH MOUNTED PANEL

JOB:

1021526.000

COPYRIGHT 2026

DRAWN:

SCALE:

AS NOTED

DATE:

05/14/2026

P MGR:

APPRD:

CHK

DSGN:

BE

YO

N D

V

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C E

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IN

FO

R

M

AT

IO

N

S H

EE

T

SHC

SRA

SHC BIA

CM

ME0.0

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CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS FOR THE ENTIRE PROJECT BEFORE PROCEEDING WITH THE WORK.

FCU-1

HP-1

R L/

R S

C O

N D

STAFF

ROOM

(E)PANEL "200"

(E)PANEL "150"

(E)DISCONNECT

SWITCH

30/2/NF/3R

30/2/NF/1

WP 4

200-34,36

1 1

OFFICE LOBBY

JOB:

1021526.000

COPYRIGHT 2026

DRAWN:

SCALE:

AS NOTED

DATE:

05/14/2026

P MGR:

APPRD:

CHK

DSGN:

BE

YO

N D

V

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C E

W O

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'S S

H

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B

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K, P

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N

FL

O

O R

P

LA

N S

- M

EC

H

AN

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AL

E

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C

TR

IC

AL

SHC/MS

SRA

SHC/MS BIA

CM

ME1.0

1. VERIFY ALL EXISTING CONDITIONS BEFORE BEGINNING WORK. IF

EXISTING CONDITIONS DIFFER FROM PLANS, CONTACT ENGINEER

THROUGH WRITTEN COMMUNICATION.

GENERAL NOTES:

NO MECHANICAL OR ELECTRICAL SCOPE IN THIS AREA.

PIPE 3/4"…