G Squared Design Addendum Drawings.pdf

LOCATION PLAN

6848 SOUTH REVERE PARKWAY

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PROJECT DIRECTORY

ARCHITECT:

OZ ARCHITECTURE

M/P ENGINEERING:

OWNER/CLIENT:

STRUCTURAL ENGINEERING:

3003 LARIMER ST

DEVNVER, CO 80205

(303) 861-5704

CONTACT: JOE LEVI

EMAIL: JLEVI@OZARCH.COM

NATIONAL GUARD

6868 S REVERE PKWY,

CENTENNIAL, CO 80112

PHONE # (720) 584-3682

CONTACT: DUSTIN JONES

EMAIL: DUSTIN.D.JONES12.NFG@ARMY.MIL

12499 W COLFAX AVE,

LAKEWOOD, CO 80215

PHONE #: (303) 431-6100

CONTACT: MIKE GOLDSTEIN

EMAIL:

MGOLDSTEIN@MARTINMARTIN.COM

MARTINMARTIN

12600 WEST COLFAX AVENUE, SUITE A-400

LAKEWOOD, COLORADO 80215

PHONE #303.239.0909

CONTACT: PENNY JORDAN

EMAIL: PJORDAN@RMHGROUP.COM

RMH GROUP

G SQUARED DESIGN

10920 W ALAMEDA AVE #100

LAKEWOOD, CO 80026

(720) 502-4156

CONTACT: JESTIN GIECK

EMAIL: JG@G-2-DESIGN.COM

CONSULTING ARCHITECT:

ELEC ENGINEERING:

12600 WEST COLFAX AVENUE, SUITE A-400

LAKEWOOD, COLORADO 80215

PHONE #303.239.0909

CONTACT: JEREMY WHITLEY

EMAIL: JWHITLEY@RMHGROUP.COM

RMH GROUP

CHECKED BY:

DESIGNED BY:

DRAWN BY:

PROJECT #:

DATE:

10920 W. ALAMEDA AVE, SUITE 100

LAKEWOOD, COLORADO 80226

720.502.4156

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2026.060

07.22.26

NATIONAL GUARD

SECURE AREA RENOVATION

6848 SOUTH REVERE PARKWAY, CENTENNIAL, CO 80112

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SHEET LIST

GENERAL

G-000 COVER SHEET

G-010 GENERAL NOTES

G-101 LIFE SAFETY DIAGRAM - LEVEL 1

ARCHITECTURAL

AD-101 DEMOLITION FLOOR PLAN - LEVEL 2

AD-111 DEMOLITION RCP

A-101 FLOOR PLANS - LEVEL 2

A-102 FINISH PLAN - LEVEL 2

A-110 REFLECTED CEILING PLAN

A-161 SECURITY PLAN

A-300 SECTIONS/ELEVATIONS

A-590 VAPOR BARRIER DETAILS

A-591 VAPOR BARRIER PENETRATION DETAILS

A-620 PARTITION TYPES

A-630 PARTITION TYPE SHEET J

A-631 PARTITION TYPE SHEET K

A-801 SCHEDULES AND TYPES - DOORS

MECHANICAL

M-001 MECHANICAL LEGEND

MD-102 HVAC AND PIPING DEMOLITION PLAN LEVEL 2

M-102 HVAC AND PIPING PLAN LEVEL 2Unnamed

M-601 MECHANICAL SCHEDULES AND DETAILS

ELECTRICAL

E-001 ELECTRICAL LEGEND

ED-102 ELECTRICAL DEMOLITION PLAN LEVEL 2

ED-112 LIGHTING DEMOLITION PLAN LEVEL 2

E-102 ELECTRICAL PLAN LEVEL 2

E-112 LIGHTING PLAN LEVEL 2

E-601 ELECTRICAL ONE-LINE DIAGRAM

E-602 ELECTRICAL DETAILS/SCHEDULES

ISSUED FOR PERMIT 06/25/2026

FIRE ALARM IS TO BE A DELEGATED

DESIGN TO MEET NFPA 72

DEFERRED SUBMITTALS

FIRE ALARM

LICENSED ARCHITEC

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00402915JE

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DAVID GIECK

07/22/2026

1. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS,

THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEEKING CLARIFICATION/RESOLUTION

WITH THE DESIGN INTENT FROM THE ARCHITECT

2. REVIEW THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF SYSTEMS

SHOWN IN CONSULTING DRAWINGS

3. ENGINEERS' DOCUMENTS. DISCREPANCIES BETWEEN THE ARCHITECTURAL AND

ENGINEERING DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR

DIRECTION.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ALL WORK FOUND TO BE

INSTALLED IN CONFLICT WITH THE CONSTRUCTION DOCUMENTS AT NO ADDITIONAL

EXPENSE TO THE OWNER.

5. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT UPON FINDING ANY

CONFLICTS IN THE DRAWINGS AND SPECIFICATIONS.

6. DO NOT SCALE DRAWINGS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL-SCALE

DETAILS. WHEN CONFLICT OCCURS BETWEEN DRAWINGS AND SPECS, THAT WHICH

IMPLIES GREATER QUANTITY & QUALITY SHALL PREVAIL.

7. WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE OVER-SCALED DRAWINGS. NOTIFY

THE DESIGN TEAM OF ANY DISCREPANCIES.

8. CONTRACTOR TO ISSUE A COMPLETE SET OF CONTRACT DOCUMENTS TO EACH OF THE

SUB-CONTRACTORS FOR COORDINATION OF THEIR WORK AND DESCRIPTION OF THE

SCOPE

9. NO WORK DEFICIENT OR DEFECTIVE IN QUALITY IN ANY OF THE REQUIREMENTS OF THE

CONTRACT DOCUMENT WILL BE ACCEPTABLE DESPITE THE ARCHITECT'S FAILURE TO

DISCOVER OR POINT OUT DEFECTS OR DEFICIENCIES DURING CONSTRUCTION.

DEFECTIVE WORK REVEALED WITHIN THE TIME REQUIRED BY GUARANTEES OR

WARRANTIES SHALL BE REPLACED BY WORK CONFORMING WITH THE INTENT OF THE

CONTRACT. NO PAYMENT, EITHER PARTIAL OR FINAL, SHALL BE CONSTRUED AS

ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER MATERIALS

10. IT IS INTENDED THAT THE CONTRACTOR PROVIDE A COMPLETE JOB, AND ANY

OMISSIONS IN THESE NOTES OR THE OUTLINE OF WORK SHALL NOT BE CONSTRUED AS

RELIEVING THE CONTRACTOR OF SUCH RESPONSIBILITIES

11. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING CONTRACT DOCUMENTS, FIELD

CONDITIONS, AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT THE WORK IS

BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY

QUESTIONS REGARDING THESE OR OTHER COORDINATION ISSUES, THE CONTRACTOR

SHALL SUBMIT THEM, IN WRITING, TO THE ARCHITECT AND IS RESPONSIBLE FOR

OBTAINING A WRITTEN CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING

WITH THE WORK IN QUESTION OR RELATED WORK.

1. ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS SHOW WHERE DUCTWORK IS TO BE INSTALLED AT A SPECIFIC ELEVATION IN A CONTROLLED PATTERN. THE CONTRACTOR MUST RELY ON ALL OF THESE DISCIPLINES TO COMPLETE THE WORK AND SHOULD NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. THE CONTRACTOR SHALL COORDINATE THE LAYOUT, CLEARANCES, AND LOCATION OF HEAD HEIGHTS WITH THE STRUCTURE, MECHANICAL DUCTWORK, ELECTRICAL LIGHTING, DRAINAGE PIPING, AND THE ARCHITECTURAL REFLECTED CEILING PLANS.

2. THE CONTRACTOR SHALL PROVIDE AND COORDINATE THE EXACT DIMENSIONS, SIZES, AND POSITIONS OF ALL OPENINGS IN ANY FLOOR, ROOF, OR WALL CONSTRUCTION NECESSARY FOR THE INSTALLATION OF THE WORK, INCLUDING CONFIRMING THE LOCATION OF ALL SUCH OPENINGS BEFORE BEGINNING THE WORK.

3. THE ARCHITECTURAL AND STRUCTURAL DRAWINGS DESCRIBE VARIOUS FLOOR SLAB SLOPE REQUIREMENTS, RECESSES, AND EDGE CONDITIONS. THEREFORE, USE BOTH SETS OF DRAWINGS WHEN INSTALLING THE FLOOR

SLAB.

4. ALL VERTICAL AND HORIZONTAL DUCTS, PIPES, CONDUIT, ETC. IN FINISHED ROOMS SHALL BE FURRED-IN OR ENCLOSED WITH MATCHING WALL CONSTRUCTION AND FINISHED TO MATCH ADJACENT FINISHED SURFACES AND ANY REQUIRED WALL OR CEILING RATING. IN ADDITION, ALL VERTICAL SHAFT ENCLOSURES NOT CONTIGUOUS TO THE LOWEST FLOOR SLAB AND TERMINATE ABOVE THE CEILING SHALL BE CLOSED AT THE BOTTOM BY A FIRE- RATED HORIZONTAL SHAFT CONSTRUCTION WITH MATCHES THE FIRE-RATING OF THE SHAFT ASSEMBLY.

5. COORDINATE SCHEDULING PROVISIONS FOR INSTALLATION AND LOCATIONS OF ITEMS FURNISHED BY THE OWNER OR OTHERS. FACILITATE WORK WITH ALL TRADES ON THE PROJECT NOT UNDER CONTRACT TO THE CONTRACTOR (I.E., TELEPHONE, COMPUTER, ETC.). ANY CHANGES OR DELAYS ARISING FROM CONFLICTS BETWEEN SUCH TRADES AND THE CONTRACTOR SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR WITH THE RESOLUTION OF

THOSE CONFLICTS AT NO ADDITIONAL COST TO THE OWNER

6. ALL ATTACHMENTS TO AND PENETRATIONS THROUGH CONCRETE NOTED ON THE DRAWINGS TO BE

WATERPROOFED SHALL BE MADE BEFORE THE APPLICATION OF THE WATERPROOFING MATERIAL.

7. ALL OPERATING MECHANISMS IN PIPING AND DUCTWORK SHALL BE INSTALLED AT LOCATIONS THAT PROVIDE SAFE, DIRECT, AND EASY ACCESS FOR MAINTENANCE. ACCESS DOORS SHALL BE PROVIDED AT ALL WALLS AND CEILINGS

WHERE ACCESS TO SUCH MECHANISMS IS NOT OTHERWISE READILY AVAILABLE.

8. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND COORDINATE AND COMPLY WITH ALL REQUIREMENTS INDICATED ON THE PROJECT DOCUMENTS BEFORE PROCEEDING WITH THE WORK AND SHALL PROVIDE ALL WORK

NECESSARY TO INSTALL COMPLETE AND FULLY OPERATIONAL SYSTEMS AND COMPONENTS.

9. THE CONTRACTOR SHALL WORK WITHIN THE BOUNDARIES INDICATED IN THE PROJECT DOCUMENTS AND COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATIONS, AND ORDINANCE REQUIREMENTS. OCCUPANTS ADJACENT TO THE PROJECT AREA BOUNDARIES SHALL CONTINUE UNINTERRUPTED OCCUPANCY DURING THE CONSTRUCTION

PROJECT.

10. THE CONTRACTOR SHALL NOT INTERRUPT EXISTING UTILITIES SERVING EXISTING FACILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY THE OWNER AND ALL AUTHORITIES HAVING JURISDICTION AND SHALL PROVIDE TEMPORARY SERVICES DURING CONSTRUCTION ACCEPTABLE TO THE OWNER AND AUTHORITIES HAVING

JURISDICTION.

11. VERIFY IN THE FIELD THAT NO CONFLICTS EXIST, WHICH WOULD PROHIBIT THE LOCATION OF ANY AND ALL

MECHANICAL, ELECTRICAL, TELEPHONE, LIGHTING, PLUMBING, AND SPRINKLER EQUIPMENT, INCLUDING ALL REQUIRED PIPING, DUCTWORK, AND CONDUIT. CONFIRM THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND

MAINTENANCE OF THE ABOVE EQUIPMENT ARE PROVIDED.

12. ALL FLAG NOTES ARE SPECIFIC TO EACH DRAWING SHEET

13. ALL WORK SHALL BE PERFORMED BY THE GENERAL CONTRACTOR U.N.O. ALL REFERENCES TO THE "CONTRACTOR." INCLUDE THE GENERAL CONTRACTOR AND THE SUB-CONTRACTORS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE AND HAVE CONTROL OVER ALL CONSTRUCTION MEANS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK REQUIRED BY THE CONTRACT DOCUMENTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACTS AND OMISSIONS OF THE CONTRACTOR'S EMPLOYEES, SUB- CONTRACTORS AND THEIR AGENTS AND EMPLOYEES, AND ANY OTHER PERSONS PERFORMING ANY OF THE WORK

UNDER A CONTRACT WITH THE CONTRACTOR.

14. THOROUGHLY CLEAN ALL SURFACES OF DUST, DEBRIS, LOOSE CONSTRUCTION MATERIAL, AND EQUIPMENT 24 HOURS BEFORE OCCUPANCY OF ANY PHASE. VACUUM OR MOP AS APPROPRIATE ON ALL FLOORS, CLEAN

WINDOWS, AND GLAZING.

15. THE CONTRACT DOCUMENTS INTEND TO ALLOW FOR THE PERFORMANCE OF THE WORK. EVERY ITEM NECESSARILY

REQUIRED MAY NOT BE SPECIFICALLY MENTIONED OR SHOWN. UNLESS EXPRESSLY STATED, ALL SYSTEMS AND EQUIPMENT SHALL BE COMPLETELY AND APPROPRIATELY OPERABLE. PROVIDE ALL SPECIFIED AND APPROPRIATE ITEMS, ALL INCIDENTAL, ACCESSORY, AND OTHER ITEMS NOT SPECIFIED BUT REQUIRED FOR COMPLETE AND

FINISHED ASSEMBLY.

16. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY AND THE SUBCONTRACTORS TO REVIEW ALL DRAWINGS, PROJECT MANUAL, ADDENDA, ETC. TO ENSURE THE COORDINATION OF ALL WORK AFFECTING EACH TRADE.

FAILURE TO REVIEW AND COORDINATE ALL CONTRACT DOCUMENTS BY THE GENERAL CONTRACTOR WITH ALL THE SUBCONTRACTORS FOR APPLICABLE ITEMS SHALL NOT RELIEVE THE RESPONSIBLE PARTY FROM PERFORMING ALL

WORK SO REQUIRED AS PART OF THE CONTRACT.

17. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL OF THE SCOPE OF WORK, AFFECTING BOTH EXISTING CONDITIONS AND NEW WORK. NO CHANGE REQUESTS WILL BE CONSIDERED FOR ANY WORK THAT THE GENERAL THE CONTRACTOR SHOULD HAVE BECOME FAMILIAR WITH DURING THE SITE VISIT, FIELD REVIEW, AND SURVEY.

18. PROVIDE FOR THE PROPER SEQUENCE OF CONSTRUCTION, LOCATION, AND SIZE OF OPENINGS. COORDINATE ALL CONSTRUCTION AS INDICATED BY THE CONTRACT DOCUMENTS, INCLUDING SHOP DRAWINGS REVIEWED BY THE

ARCHITECT.

19. PROVIDE HORIZONTAL CONCEALED SOLID WOOD BLOCKING FOR ATTACHMENT OF CABINETS AND EQUIPMENT IN ALL NEW WALLS. INTERIOR K.D H.M. FRAMES IN LIGHT GAUGE WALLS TO HAVE WOOD BUCKS AS PART OF

ASSEMBLY.

20. ELECTRICAL PANELS IN THE CORRIDORS SHALL BE PAINTED TO MATCH THE ADJACENT WALL FINISH. IN ADDITION, ALL EXPOSED STEEL, IRONWORK, METAL PIPES, AND PRIMED METAL SURFACES OF MECHANICAL AND ELECTRICAL EXPOSED TO VIEW IN OCCUPIED, EGRESS STAIR, AND CIRCULATION SPACES SHALL BE PAINTED. THE PAINTING SUBCONTRACTOR SHALL PROVIDE A FIELD MOCK-UP OF PAINTED WALL(S) OF THE BASE AND ACCENT PAINT

COLORS FOR REVIEW AND APPROVAL BY THE OWNER AND ARCHITECT.

1. THE CONTRACTOR IS THE PERSON OR ENTITY IDENTIFIED AS SUCH IN THE OWNER/CONTRACTOR AGREEMENT, AND THIS MEANS THE GENERAL CONTRACTOR OR AT-RISK CONSTRUCTION MANAGER, HIS AUTHORIZED

REPRESENTATIVE, AND HIS COLLECTIVE SUB-CONTRACTORS.

2. THE TERM "ALIGN" REFERS TO LOCATING DIFFERENT COMPONENTS OF CONSTRUCTION TO PROVIDE A FLUSH, STRAIGHT, TRUE, AND PLUMB RELATION TO ADJACENT MATERIALS.

3. THE TERM "AS REQUIRED" REFERS TO COMPONENTS THAT MAY BE REQUIRED TO COMPLETE THE NOTED SYSTEM

AS INDICATED IN THE PROJECT DOCUMENTS.

4. THE TERM "HOLD" SHALL BE APPLIED TO DIMENSIONS CONSIDERED AS ABSOLUTE AND USED FOR LAYOUT AND

CONTROL UNLESS OTHERWISE DIRECTED BY THE ARCHITECT.

5. WHERE WORK OR EQUIPMENT IS INDICATED AS "N.I.C." (NOT IN CONTRACT), SUCH WORK AND EQUIPMENT SHALL BE PROVIDED BY OTHERS. THE CONTRACTOR SHALL COORDINATE AND COOPERATE TO ACCOMMODATE SUCH

INSTALLATION.

6. THE TERM "SIMILAR" REFERS TO COMPARABLE CHARACTERISTICS FOR THE ELEVATION, DETAIL NOTED, OR

SPECIFIC CONDITIONS SUCH THAT A COMPLETE SYSTEM AND COMPONENT SHALL BE PROVIDED.

7. THE TERM "TYPICAL" REFERS TO COMPARABLE CONDITIONS TO WHICH THE DETAIL, ELEVATION, NOTE, OR REQUIREMENT SHALL APPLY, WHETHER GRAPHICALLY REPRESENTED OR NOT, WHEN A DETAIL OR NOTE IS IDENTIFIED AS MIRRORED OR SHOWN IN THE OPPOSITE HAND, AND WHETHER OR NOT THE REFERENCE IS

REPEATED IN OTHER INSTANCES.

8. THE TERM "VERIFY" REFERS TO A CONDITION THAT MUST BE CONFIRMED BEFORE PROCEEDING WITH THE

ORDERING MATERIAL OR THE FABRICATION AND INSTALLATION OF A COMPONENT.

9. ABBREVIATIONS THROUGHOUT THE DOCUMENTS COMPLY WITH THE DOCUMENT ABBREVIATION LIST OR ARE

THOSE IN COMMON USE. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION.

10. WHERE THE TERM "OR EQUAL" IS USED, THE ARCHITECT ALONE SHALL DETERMINE EQUALITY BASED UPON INFORMATION SUBMITTED BY THE CONTRACTOR. SUBSTITUTION REQUESTS WILL ONLY BE CONSIDERED DURING

THE TIME FRAME ALLOWED BY SPECIFICATIONS DIVISION 1.

1. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC

ENGINEERING DISCIPLINES (SUCH AS CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL,

ETC), ARE COMPLEMENTARY AND ARE INTENDED TO BE USED TOGETHER; ITEMS

REFERENCED IN EITHER THE DRAWINGS OR SPECIFICATIONS SHALL BE AS IF SHOWN IN

BOTH DRAWINGS AND SPECIFICATIONS. WHERE THE INTENT CAN NOT BE REASONABLY

INFERRED FROM THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL SEEK

CLARIFICATION OR INTERPRETATION FROM THE ARCHITECT.

2. ALL DRAWINGS, NOTES, SYMBOLS, ETC. WITHIN THE CONSTRUCTION DOCUMENTS ARE

INTENDED TO CONVEY THE DESIGN INTENT. THEY ARE NOT INTENDED TO BE

EXHAUSTIVE IN SCOPE OR COMPREHENSIVE IN DETAIL, NOR ARE THEY MEANT TO BE

ALL-INCLUSIVE OF THE MATERIALS/LABOR TO PRODUCE THE JOB AS INTENDED.

3. NO DRAWING, NOTE, SYMBOL, ETC. SHALL SUPERSEDE ANOTHER.

4. THE DRAWING SET INDEX INDICATES A COMPLETE LIST OF SHEETS CONTAINED IN THE

DRAWING SET, INDEXED BY DISCIPLINE, SHEET NUMBER, AND SHEET TITLE, IN

SEQUENTIAL ORDER. NOTE: ALL SEQUENTIAL SHEET NUMBERS MAY NOT BE USED IN

THE DRAWING SET.

5. DISCIPLINE IDENTIFICATION IS IN THE ORDER BOUND IN THE DRAWING SET. REFER TO

THE DRAWING SET INDEX LISTED BELOW FOR DISCIPLINES CONTAINED IN THIS

DRAWING SET

6. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR THE

CONVENIENCE OF THE ARCHITECT AND CONTRACTOR. SUCH SEPARATIONS IN NO WAY

DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS AND

SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO

WAY SUGGESTS THAT THE WORK IS NOT TO BE CONSTRUCTED AS A COMPLETE,

INTEGRATED, AND UNIFIED WHOLE

7. ALL CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY ONE

WILL BE AS BINDING AS IF CALLED FOR BY ALL

G – GENERAL INFORMATION

A – ARCHITECTURAL

S – STRUCTURAL

M – MECHANICAL

P – PLUMBING

FP – FIRE PROTECTION

E – ELECTRICAL

T – TECHNOLOGY/LOW VOLTAGE

1. DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT CONFIGURATIONS OR DETAILS OF SPECIFIC MANUFACTURERS, TYPICALLY THE FIRST MANUFACTURER LISTED UNDER “ACCEPTABLE MANUFACTURERS” IN THE SPECIFICATIONS. THE SIZES, LOCATIONS FOR MOUNTING AND ATTACHMENTS, AND LOCATIONS OF UTILITY CONNECTIONS FOR EACH ITEM OF EQUIPMENT SHOWN ON THE DRAWINGS ARE FOR ILLUSTRATION PURPOSES

ONLY.

2. DIMENSIONS AND DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE INCORPORATED INTO THE WORK. ALSO, THE SIZES, LOCATIONS FOR MOUNTING AND ATTACHMENTS, AND LOCATIONS OF UTILITY CONNECTIONS CAN VARY FROM ONE MANUFACTURER TO ANOTHER AND ARE DEPENDENT ON THE EXACT MANUFACTURER’S MODEL FURNISHED. SO, THE CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED IN THE WORK, INCLUDING PARTITION THICKNESSES FOR RECESSED OR

SEMI-RECESSED PRODUCTS. ADDITIONALLY, THE CONTRACTOR IS RESPONSIBLE FOR ACCOMMODATING AND COORDINATING CHANGES TO OTHER MATERIALS, PRODUCTS OR ASSEMBLIES THAT ARE NECESSARY BECAUSE OF

THESE DIFFERENCES.

3. THE SIZES, LOCATION FOR MOUNTINGS AND ATTACHMENTS, AND LOCATIONS OF UTILITY CONNECTIONS FOR EACH ITEM OF EQUIPMENT SHOWN IN THE DRAWINGS ARE FOR ILLUSTRATION ONLY. ALL CAN VARY FROM ONE MANUFACTURER TO ANOTHER AND ARE DEPENDENT ON THE EXACT MANUFACTURER’S MODEL FURNISHED. THE CONTRACTOR SHALL PROVIDE AND COORDINATE EXACT DIMENSIONS RELATING TO THE SIZE OF EACH PIECE OF EQUIPMENT, THE LOCATIONS OF ALL MOUNTINGS AND ATTACHMENTS, AND FOR ALL UTILITY CONNECTIONS FOR EACH ITEM OF EQUIPMENT. IF THE SELECTED PRODUCT RESULTS IN STRUCTURAL CHANGES, THE CONTRACTOR

WILL BE RESPONSIBLE FOR ENGINEERING THE CHANGE AND ALL RELATED COSTS.\

1. BEFORE THE START OF WORK, THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH SITE CONDITIONS AS THEY MAY AFFECT THE CARRYING OUT OF THE WORK AS DESCRIBED IN THESE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR ALL THE CONDITIONS OF THE PROJECT ON WHICH THE WORK IS PERFORMED. ALSO, FOR THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE PERFORMANCE OF THE CONTRACT, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY ACTUAL FIELD CONDITIONS NOT CONSISTENT WITH THE WORK INDICATED IN THE CONTRACT DOCUMENTS OR THAT REQUIRE MODIFICATION BEFORE PROCEEDING WITH THE WORK. IF WORK CAN NOT BE PERFORMED AS SHOWN, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. WORK PERFORMED AFTER SUCH DISCOVERY, UNLESS AUTHORIZED BY THE ARCHITECT, SHALL BE DONE AT THE CONTRACTOR’S RISK.

2. BEFORE BEGINNING ANY WORK, THE CONTRACTOR SHALL THOROUGHLY INSPECT EXISTING CONDITIONS TO DETERMINE THE CONDITION OF THE WORK ALREADY IN PLACE. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING

OR REPLACING ANY EXISTING CONDITION OR EQUIPMENT THAT IS INTENDED TO REMAIN IN PLACE IF DAMAGED

DURING CONSTRUCTION.

3. THE CONTRACTOR SHALL VERIFY ALL EMBEDDED ITEMS AND MATERIALS ARE IN PLACE AND SECURELY ANCHORED

BEFORE POURING CONCRETE.

4. THE CONTRACTOR SHALL VERIFY THE DIMENSIONS AND LOCATIONS OF ALL OPENINGS, BASES, AND SPECIAL PROVISIONS REQUIRED FOR EQUIPMENT, PLUMBING FIXTURES, DUCTS, PIPING, CONDUIT, FINISH HARDWARE, ETC.

5. CUTTING, BORING, OR DRILLING THROUGH NEW OR EXISTING STRUCTURAL ELEMENTS SHALL BE ALLOWED ONLY WHEN SO DETAILED IN THE DRAWINGS OR WHEN REVIEWED AND ACCEPTED BY THE PROJECT’S STRUCTURAL

ENGINEER OF RECORD.

THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE SUBCONTRACTORS TO PROVIDE COMPLETE MECHANICAL COORDINATION DRAWINGS FOR CONSTRUCTION INDICATING THE LOCATION, RELATIONSHIP, AND ELEVATION OF ALL PLUMBING, SPRINKLER, MECHANICAL, AND ELECTRICAL WORK TO BE INSTALLED BY THE TRADES

1. THE GENERAL CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE FOR RESOLVING INSTALLATION CONFLICTS ON MECHANICAL COORDINATION DRAWINGS AND SUBMITTING THE DRAWINGS TO THE ARCHITECT AND ENGINEERS FOR REVIEW AND APPROVAL. CONFLICTS WITH THE FUNCTION AND APPEARANCE OF THE DESIGN WILL BE CLARIFIED BY THE ARCHITECT. INSTALLATION OF THE WORK SHALL NOT PROCEED BEFORE THE COMPLETION

OF THE MECHANICAL COORDINATION DRAWINGS.

2. WHERE RELOCATION IS REQUIRED DUE TO JOB CONDITIONS, THE PLUMBING, SPRINKLER, MECHANICAL, ELECTRICAL, OR OTHER WORK MAY BE ALTERED TO ALLOW FOR INSTALLATION WHILE MAINTAINING THE FUNCTION

AND APPEARANCE OF THE DESIGN, AS SHOWN.

3. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FURNISH AND INSTALL ACCESS PANELS, WHETHER SHOWN OR NOT, IN WALLS AND NON-ACCESSIBLE TYPE CEILINGS WHERE SERVICE OR ADJUSTMENT TO PLUMBING, SPRINKLER, MECHANICAL, OR ELECTRICAL EQUIPMENT OR CONSTRUCTION IS REQUIRED. WHERE WALLS OR CEILINGS ARE REQUIRED TO BE FIRE-RATED ASSEMBLIES, PROVIDE ACCESS PANELS FOR FIRE-RATING EQUAL TO THE SURFACE IN WHICH THEY OCCUR. ACCESS PANEL FINISH SHALL MATCH ADJACENT FINISH. STAINLESS STEEL

ACCESS PANELS SHALL BE USED IN ALL WET LOCATIONS.

DOCUMENTS WERE PRODUCED USING THE CONSTRUCTION SPECIFICATION INSTITUTE’S UNIFORM DRAWING SYSTEM AND

THE NATIONAL CAD STANDARD AS GUIDES.

1. THE ELECTRICAL SUBCONTRACTOR SHALL COORDINATE LIGHT FIXTURE TYPES AND LOCATIONS WITH THE REFLECTED CEILING PLANS DRAWING AND ELECTRICAL DRAWINGS. THE SUBCONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR AND THE ARCHITECT OF ANY DISCREPANCIES BEFORE BID SUBMISSION AND

INSTALLATION.

2. ELECTRICAL SUBCONTRACTORS SHALL COORDINATE THE LOCATION OF ALL DEVICES WITH THE DRAWINGS. THE ELECTRICAL SUBCONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BEFORE INSTALLING SMOKE DETECTORS, AND SPEAKERS SHALL BE INSTALLED AND LOCATED FOLLOWING THE REFLECTED CEILING

PLANS AND AT THE CENTER OF CEILING TILES.

3. THE ELECTRICAL SUBCONTRACTOR SHALL REVIEW THE ELECTRICAL DRAWINGS AND RCP IN TERMS OF ONE

ANOTHER AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BEFORE INSTALLATION.

GENERAL NOTES

CONFLICTS

COORDINATION

EQUIPMENT

DESIGN INTENTFIRE AND ACOUSTICAL SEPARATIONSPECIFICATIONS FIRE AND VERTICAL SEPARATION

DEFINITIONS

1. PROVIDE UL-APPROVED FIRE AND DRAFT STOPS IN ALL WALLS, FURRED SPACES, CEILINGS, ETC. AS REQUIRED AND

SPECIFIED BY APPLICABLE CODES.

2. THROUGH PENETRATION FIRE STOP SYSTEM” DETAILS ARE FOR REFERENCE ONLY. PENETRATION THROUGH FIRE-RATED FLOORS AND WALLS SHALL BE PROVIDED FOLLOWING APPLICABLE CODES. SYSTEMS SHALL BE INSTALLED PER THE

MANUFACTURER’S INSTALLATION INSTRUCTIONS.

3. ALL ELECTRICAL, MECHANICAL, AND PLUMBING PENETRATIONS THROUGH ANY COMPONENT OF A FIRE-RATED ASSEMBLY, INCLUDING CONDUIT AND PIPING THROUGH FIRE-RATED WALL, FLOOR, AND CEILING ASSEMBLIES, SHALL BE TIGHTLY AND SOLIDLY SEALED WITH MATERIAL CAPABLE OF PREVENTING THE PASSAGE OF FLAMES AND HOT GASES. WHERE AN ITEM PENETRATES AN AREA SEPARATION WALL, THE SECTION PASSING THROUGH THE WALL SURFACE AND THE FIXTURE

CONNECTIONS, THERE SHALL BE ONLY OF METAL.

4. PENETRATIONS INTO AND THROUGH PARTITIONS CONTAINING SOUND INSULATION SHALL BE SEALED WITH A PERMANENT RESILIENT SEALANT SPECIFIED FOR THAT PURPOSE. ELECTRICAL DEVICES, RECESSED CABINETS, ETC. SHALL BE SEALED, LINED, INSULATED, OR OTHERWISE TREATED TO MAINTAIN THE INTEGRITY OF THE ACOUSTICAL ASSEMBLY

5. PROVIDE PROPER SLEEVING AND CAULKING TO ALL PLUMBING AND ELECTRICAL CONDUITS AND PIPES PASSING THROUGH

SLAB ON GRADE AND CONCRETE OR MASONRY WALLS.

6. WHERE MECHANICAL WORK PENETRATES ANY FIRE-RATED ASSEMBLY ASSOCIATED WITH FIRE-RATED PARTITIONS, FLOORS, SHAFTS, AND CEILINGS, PROVIDE THE APPROPRIATE COMBINATION FIRE/SMOKE DAMPERS. COMBINATION FIRE/SMOKE DAMPERS SHALL BE USED AT DUCT PENETRATIONS OF RATED CORRIDOR PARTITIONS. IF, AT THE TIME OF BIDDING, IT IS NOT CLEAR WHETHER DUCTWORK PENETRATES A PORTION OF THE RATED ASSEMBLY, OBTAIN CLARIFICATION FROM THE

ARCHITECT BEFORE SUBMISSION OF THE BID.

7. FIRE DAMPER DETAILS ARE SHOWN FOR REFERENCE ONLY. FIRE DAMPERS SHALL BE APPROVED AND LISTED BY THE STATE

FIRE MARSHAL. INSTALL STRICTLY PER THE MANUFACTURER’S PRINTED INSTRUCTIONS.

8. WHERE FIRE EXTINGUISHER CABINETS AND OTHER EQUIPMENT ARE RECESSED IN FIRE-RATED PARTITIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IF IT IS DETERMINED THAT ANY PARTITION’S FIRE RATING CAN NOT BE

MAINTAINED BY THE CONSTRUCTION DETAILS INDICATED IN THE CONSTRUCTION DOCUMENTS.

9. FIRE ALARM AND FIRE SPRINKLER SYSTEM SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY THE FIRE DEPARTMENT

BEFORE INSTALLATION.

10. THE CONTRACTOR SHALL PROVIDE PROTECTION BY COMPLYING WITH THE APPLICABLE BUILDING CODE DURING ANY WELDING. FURTHER PROTECTION SHALL BE PROVIDED TO ANY OCCUPANTS AND THE PUBLIC WITH PORTABLE SOLID VISION BARRICADES AROUND LOCATIONS WHERE WELDING IS BEING PERFORMED AND WITH SIGNS WARNING AGAINST LOOKING AT

WELDING WITHOUT PROPER EYE PROTECTION.

11. ALL INTERIOR FINISHES AND INSULATION MATERIALS INSTALLED WITHIN ROOF-CEILING ASSEMBLIES, ATTICS, OR WALLS SHALL CONFORM TO THE REQUIREMENTS OF THE BUILDING CODE. ALL FINISHES AND INSULATION MATERIALS SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DENSITY NOT TO EXCEED 450 WHEN TESTED PER ASTM E84 OR UL 723.

12. PROVIDE LABELS ON DOORS, FRAMES, AND OTHER ASSEMBLIES AT OPENING SIN FIRE-RATED CONSTRUCTION, INCLUDING DOCUMENTATION FOR SECURITY-RATED SYSTEMS. PENETRATIONS THROUGH FIRE-RATED WALLS AND FLOORS SHALL BE SEALED WITH A MATERIAL CAPABLE OF PREVENTING THE PASSAGE OF FLAMES AND HOT GASES WHEN SUBJECTED TO THE REQUIREMENTS OF THE TEST STANDARD SPECIFIC FOR FIRE STOPS ASTM E-184 AND UBC STANDARD 7-5 AND IN

COMPLIANCE WITH THE PROJECT MANUAL.

13. FIRE-RATED DOOR ASSEMBLIES SHALL BE PROVIDED WITH APPROVED GASKETING MATERIAL INSTALLED TO PROVIDE A SEAL

WHERE THE DOOR MEETS THE STOP ON BOTH SIDES AND ACROSS THE TOP.

14. MANUFACTURERS’ INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE FOR ALL RATED OPENING

ASSEMBLIES.

15. DRAWINGS THAT SHOW LISTED CONSTRUCTION HAVE BEEN DETAILED IN COMPLIANCE WITH UNDERWRITERS’

LABORATORIES (UL), WARNOCK HERSEY, AND OTHER RECOGNIZED TESTING LABORATORY LISTING REQUIREMENTS AND WITH ICBO REPORTS FOR THE MATERIALS SPECIFIED. IF AN ALTERNATE OR SUBSTITUTE MATERIAL IS PROPOSED BY THE CONTRACTOR, THE ALTERNATE OR SUBSTITUTION SHALL CONFORM TO THE REQUIREMENTS IN SPECIFICATION SECTION

01630 AND SHALL COMPLY WITH ONE OF THE APPROVED TESTING LABORATORIES NOTED ABOVE

16. ALL WOOD USED FOR BLOCKING, NAILERS, AND FRAMING USED FOR PERMANENT CONSTRUCTION SHALL BE FIRE

RETARDANT PRESSURE TREATED AND SHALL BEAR AN APPROVED INSPECTION AGENCY LABEL

17. PENETRATIONS THROUGH FIRE-RATED WALLS AND FLOORS SHALL BE SEALED WITH A MATERIAL CAPABLE OF PREVENTING THE PASSAGE OF FLAMES AND HOT GASES WHEN SUBJECTED TO THE REQUIREMENTS OF THE TEST STANDARD SPECIFIC FOR FIRE STOPS ASTM E-184 AND UBC STANDARD 7-5 AND IN COMPLIANCE WITH THE PROJECT MANUAL.

18. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS FURNISHED BY THE MANUFACTURER OF FIRE STOP MATERIAL WHICH CONFORMS AND SHALL BE SPECIFIED FOR EACH PENETRATION WITH ALL VARIABLES DEFINED. THESE FINAL AND APPROVED DRAWINGS SHALL BE READILY AVAILABLE TO THE DISTRICT INSPECTOR AT ALL TIMES AT THE PROJECT SITE.

19. DUCT INSULATION APPLIED TO THE EXTERIOR SURFACE OF DUCTS SHALL HAVE A FLAME-SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED RATING OR NOT MORE THAN 50 WHEN TESTED AS A COMPOSITE INSTALLATION, INCLUDING INSULATION, FACING MATERIALS, TAPES, AND ADHESIVES AS NORMALLY APPLIED.

20. THE CONTRACTOR SHALL PROVIDE PROTECTION DURING THE WELDING, COMPLYING WITH APPLICABLE CODES. FURTHER PROTECTION SHALL BE PROVIDED TO ANY OCCUPANTS AND THE PUBLIC WITH PORTABLE SOLID VISION BARRICADES AROUND THE LOCATION WHERE WELDING IS BEING PERFORMED. PROVIDE SIGNS WARNING AGAINST LOOKING AT WELDING

WITHOUT PROPER EYE PROTECTION OR EQUIVALENT.

21. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A-10BC WITHIN A 75 FEET TRAVEL DISTANCE

TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR.

22. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 10BC FOR ELECTRICAL ROOMS, MECHANICAL

ROOMS, ELEVATOR MACHINE ROOMS, AND TRASH ROOMS.

23. PROVIDE AN APPROPRIATE NUMBER OF PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 4A-60BC FOR

PROTECTION DURING CONSTRUCTION.

24. ALL ATTACHMENTS TO AND PENETRATIONS THROUGH CONCRETE NOTED ON THE DRAWINGS TO BE WATERPROOFED SHALL

BE BEFORE THE APPLICATION OF WATERPROOF MATERIALS.

1. THE CONTRACTOR SHALL KEEP ALL EXITS READILY ACCESSIBLE AND UNOBSTRUCTED AT ALL TIMES.

2. ALL EXIT DOORS, INCLUDING EACH LEAF OF PAIR OF DOORS, SHALL ALWAYS BE OPERABLE FROM THE INSIDE BY THE SIMPLE TURN OF A LEVER OR PUSHING AN EXIT DEVICE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT AND IN COMPLIANCE WITH REGULATIONS FOR THE ACCESSIBLE (BARRIER-FREE LAWS).

MAXIMUM EFFORT TO OPERATE THE DOORS SHALL NOT EXCEED 5 POUNDS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS.

COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS

WHEN FIRE-RATED DOORS ARE INDICATED.

3. PROVIDE A STRIP AT LEAST 2” WIDE OF CLEARLY CONTRASTING COLOR PLACED PARALLEL TO AND NOT MORE THAN 1” BACK FROM THE NOSE OF THE TOP AND BOTTOM TREAD OF ALL INTERIOR STAIR RUNS AND ON EACH

TREAD OF ALL EXTERIOR STAIR RUNS.

4. PROVIDE BARRICADES AND PROTECTIVE DEVICES SEPARATING CONSTRUCTION AREAS. PROVIDE TEMPORARY PASSAGES AS REQUIRED. BEFORE DELIVERING MATERIALS TO THE CONSTRUCTION ZONE AND REMOVAL OF WASTE FROM THE SITE, CHECK WITH THE OWNER/ARCHITECT/RESIDENT INSPECTOR FOR ACCEPTABLE ACCESS ROUTE AND TIME. UNDER NO CIRCUMSTANCES SHALL THE AREA OUTSIDE THE CONSTRUCTION ZONE BE USED

WITHOUT PRIOR CLEARANCE FROM THE OWNER/ARCHITECT/RESIDENT INSPECTOR.

5. ALL RATED DOORS SHALL BE POSITIVE LATCHING.

6. PER APPLICABLE BUILDING CODES, EXISTING BUILDINGS UNDERGOING CONSTRUCTION SHALL REMAIN UNDER THE

FOLLOWING REQUIREMENTS AT ALL TIMES:

A. WATER MAINS AND HYDRANTS SHALL BE OPERATIONAL.

B. FIRE EXTINGUISHERS SHALL REMAIN ACCESSIBLE AND OPERATIONAL. THE NUMBER AND TYPE OF

EXTINGUISHERS SHALL BE AS REQUIRED BY THE LOCAL FIRE DEPARTMENT, AND THE TYPE OF

EXTINGUISHER SHALL BE SUITABLE FOR THE TYPE OF FIRE ASSOCIATED WITH THE HAZARDS PRESENT.

C. EXITING COMPONENTS SHALL BE MAINTAINED. PROVIDE TEMPORARY 1-HOUR RATED PROTECTION

DURING CONSTRUCTION, WHERE REQUIRED.

D. COMBUSTIBLE DEBRIS, RUBBISH, AND WASTE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION SITE DAILY. WASTE MATERIAL AND TRASH SHALL NOT BE BURNED ON-SITE UNLESS APPROVED. DO NOT STORE BUILDING MATERIALS IN CORRIDORS AT ANY TIME. COMPLY WITH REQUIREMENTS AS SPECIFIED IN

THE PROJECT MANUAL.

E. FIRE RESISTIVE ASSEMBLIES AND CONSTRUCTION SHALL BE MAINTAINED DURING THE COURSE OF

CONSTRUCTION.

F. FIRE ASSEMBLIES (DOORS, DAMPERS, ETC.) SHALL BE PER MANUFACTURER’S STANDARDS. ANY FAILURE

SHALL BE REPLACED.

7. ALL FIRE-RATED DOOR ASSEMBLIES SHALL BE PROVIDED WITH APPROVED GASKETING MATERIALS INSTALLED TO

PROVIDE A SEAL WHERE THE DOOR MEETS THE STOP ON BOTH SIDES AND ACROSS THE TOP.

8. MANUFACTURERS’ INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE FOR ALL RATED OPENING

ASSEMBLIES.

MEANS OF EGRESS

MECHANICAL

ELECTRICAL

DOCUMENTS WERE PRODUCED USING THE CONSTRUCTION SPECIFICATION INSTITUTE’S UNIFORM DRAWING SYSTEM AND

THE NATIONAL CAD STANDARD AS GUIDES.

GRAPHIC STANDARDS

A-100

A-100

A-100

T.O.

X' - X"

DETAIL CALLOUT

REFERENCE CALLOUT

SHEET NUMBER

DETAIL REFERENCE

A-100

BUILDING SECTION

DETAIL NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

SET NAVIGATION ELEMENT TAGS

DOOR

NUMBER

DOOR TAG

ELEVATION TARGET SYMBOL

REFERENCE

ELEVATION HEIGHT (AFF)

CENTER LINEVIEW TITLE

TITLE

SCALE

4'2'1'0

EGRESS PATH

VIEW #

ELEVATION

NUMBER

SHEET

NUMBER

A-100

EXTERIOR ELEVATION

REVISION TAG TRAVEL DISTANCE

TD =0' - 0"

WALL SECTION

A-100

SECTION NUMBER

SHEET NUMBER

A-100

INTERIOR

ELEVATION

NUMBER

SHEET

NUMBER

INTERIOR ELEVATION

GRID HEAD

LEVEL HEAD

LEVEL

0' - 0"

NORTH ARROW

N

FLOOR FINISH TAG

T-01

ZX

B3

500 SF

WALL TYPE

T.O. WALL CONDITION

ROOM NAME

ROOM NUMBER

ADDITIONAL INFORMATION

ACOUSTICAL RATING INDICATOR

WALL TYPE

ROOM TAG

ROOM

FLOOR TRANSITION TAG

FLOOR FINISH NUMBER

FLOOR FINISH NUMBER

FLOOR TRANSITION LOCATIONT

-0

C

P T

-0

WALL AND BASE FINISH TAG

WALL FINISH TAG

BASE FINISH TAG

WALL EDGE

WB-1

P-1

A

WINDOW TAG

WINDOW LETTER

(UPPER CASE)

& AND

@ AT

A/C AIR CONDITIONER (ING)

ABV ABOVE

ACCS ACCESSORIES

ACSDR ACCESS DOOR

ACSFLR ACCESS FLOOR

ACST / ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH

DISABILITIES ACT

ADDL ADDITIONAL

ADDM ADDENDUM

ADJ ADJUSTABLE / ADJACENT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHR ANCHOR

AHU AIR HANDLING UNIT

AL / ALUM ALUMINUM

ALNMT ALIGNMENT

ALT ALTERNATE

ANOD ANODIZED

AP ACCESS PANEL

APPROX APPROXIMATELY

APPVD APPROVED

ARCH ARCHITECT(URAL)

ASPH ASPHALT

ASTM AMERICAN SOCIETY FOR

TESTING MATERIALS

AUTO AUTOMATIC

AVG AVERAGE

BD BOARD

BG BUMPER GUARD

BITUM BITUMINOUS

BL BLACK

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BMS BALANCE MAGNETIC SWITCH

BOS BOTTOM OF STEEL

BOT BOTTOM

BS BOTH SIDES

CAB CABINET

CAS CASEWORK

CB CATCH BASIN

CEM CEMENT

CER CERAMIC

CF CUBIC FOOT

CG CORNER GUARD

CH CEILING HEIGHT

CHAM CHAMFER

CHBD CHALKBOARD

CI CONTRACTOR INSTALLED

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEAN/CLEAR OUT

COL COLUMN

CONC CONCRETE

FOW FACE OF WALL

FP FIREPROOF

FPL FIREPLACE

FR FRAME

FRC FIBER REINFORCED

CONCRETE

FRGP FIBER REINFORCED

GYPSUM PLASTER

FRT FIRE RETARDANT TREATED

FS FLOOR SINK

FTG FOOTING

FURR FURRING

FUT FUTURE

GA GAUGE

GALV GALVANIZE(D)

GB GRAB BAR

GC GENERAL CONTRACTOR

GL GLASS / GLAZING

GND GROUND

GR GRADE

GRV GRAVEL

GT GLASS TILE

GYP GYPSUM

GYP BD GYPSUM BOARD

HB HOSE BIB

HC HOLLOW CORE

HCP HANDICAPPED

HD HEAVY DUTY

HD HARD

HDR HEADER

HDWR HARDWARE

HI HIGH

HM HOLLOW METAL

HMI HOLLOW METAL INSULATED

HOR / HORIZ HORIZONTAL

HP HIGH POINT

HR HANDRAIL

HR HOUR

HT HEIGHT

HVAC HEATING / VENTILATION /

AIR CONDITIONING

HW HARDWARE

HYD HYDRANT

ID INSIDE DIAMETER

IN INCH / INCHES

INCL INCLUDE(D) / INCLUDING

INSUL INSULATE / INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

KIT KITCHEN

LAB LABORATORY

LAM LAMINATE(D)

LAV LAVATORY

LB(S) POUND(S)

LF LINEAR FOOT (FEET)

LH LEFT HAND

LIB LIBRARY

LKR LOCKER

LNS LINOLEUM SHEET

LNT LINOLEUM TILE

LP LOW POINT

LT LIGHT

LVR LOUVER

LWT LIGHT WEIGHT

MACH MACHINE

MAINT MAINTENANCE

MATL MATERIAL

Q QUARTZ

QT QUARRY TILE

QTY QUANTITY

R RISER

RAD RADIUS

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD "ROOF DRAIN, REMOTE DOOR"

REF REFERENCE

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCE(D)

RESIL RESILIENT

RESS RESILIENT SHEET

REST RESILIENT TILE

RET RETAINING

REV REVISE / REVISION

RFG ROOFING

RFL REFLECTED

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

RP REMOTE POINT

RS RUBBER SHEET FLOORING

RST RUBBER STAIR TREADS

RSTR RUBBER STAIR TREADS &

RISERS

RT RUBBER TILE

RWD REDWOOD

RWL RAIN WATER LEADER

S SOUTH

SAFB SOUND ATTENUATION

FIRE BLANKET

SC SOLID CORE

SCD SEAT COVER DISPENSER

SCHED SCHEDULE

SCN SCREEN

SCR SCREEN

SD SOAP DISPENSER /

STORM DRAIN

SDC SEALED CONCRETE

SECT SECTION

SF SQUARE FEET

SHT SHEET

SHTG SHEATHING

SHWR SHOWER

SIM SIMILAR

SND SANITARY NAPKIN DISPENSER

SNR SANITARY NAPKIN

RECEPTACLE

SOG SLAB ON GRADE

SPEC SPECIFY / SPECIFICATION

SPK SPEAKER

SQ SQUARE

SQFT SQUARE FEET

SQIN SQUARE INCH(ES)

SS STAINLESS STEEL

ST STONE

STA STATION

STC STAINED CONCRETE

STD STANDARD

STDS STUDS

STIFF STIFFENER

STL STEEL

STOR STORAGE

STRUCT STRUCTURE / STRUCTURAL

SUSP SUSPENDED

SW SWITCH

SYM SYMMETRICAL

ARCHITECTURAL ABBREVIATIONS

CONST CONSTRUCTION

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET(ED)(ING)

CT CERAMIC TILE

CTR COUNTER

DBL DOUBLE

DEFS DIRECT APPLIED EXTERIOR

FINISH SYSTEM

DEG DEGREE

DEMO DEMOLISH

DEP DEPRESSION

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DIV DIVISION

DN DOWN

DR DOOR

DS DOWNSPOUT

DWG DRAWING

E EAST

EA EACH

EF EACH FREE

EIFS EXTERIOR INSULATION

AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSED / ENCLOSURE

ENG ENGINEER

EOD EDGE OF DECK

EOS EDGE OF SLAB

EQ EQUAL(LY)

EQPT EQUIPMENT

EST ESTIMATE

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FAST FASTEN(ER)

FCO FLOOR CLEAN OUT

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FEC (R) "FIRE EXTINGUISHER

CABINET, RECESSED"

FEC (SR) "FIRE EXTINGUISHER CABINET,

SEMI-RECESSED"

FEW "FIRE EXTINGUISHER,

WALL MOUNTED"

FF FINISHED FLOOR

FGL FIBERGLASS

FIN FINISH(ED)

FIXT FIXTURE

FL FLOOR

FLUOR FLUORESCENT

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUDS

MAX MAXIMUM

MC MEDICINE CABINET

ME MECHANICAL EQUIPMENT

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURE(R)

MH MANHOLE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MLD / MLDG MOULDING

MO MASONRY OPENING

MR MOISTURE RESISTANT

MTD MOUNTED

MTL METAL

MUL MULLION

N NORTH

NA OR N/A NOT AVAILABLE / APPLICABLE

NFPA NATIONAL FIRE

PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO / # NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OBS OBSCURE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFF OFFICE

OPG / OPNG OPENING

OPP OPPOSITE

OZ OUNCE

PART PARTIAL

PAT PATTERN

PBD PARTICLE BOARD

PC / PCC PRECAST CONCRETE

PED PEDESTAL

PER PERIMETER

PERF PERFORATED

PERP PERPENDICULAR

PF PRE-FINISHED

PIP POURED-IN-PLACE

PL PROPERTY LINE

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

PMF PRESSED METAL FRAMES

POP POINT OF PRESENCE

PR PAIR

PRCST PRE-CAST

PREFAB PREFABRICATED

PROP PROPERTY

PRT PORCELAIN TILE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

PTD PAPER TOWEL DISPENSER

PTD/WR PAPER TOWEL DISPENSER &

WASTE RECEPTACLE

PTDF PRESSURE TREATED

DOUGLAS FIR

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PVC POLYVINYL CHLORIDE

SYN SYNTHETIC

SYS SYSTEM

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TB TOWEL BAR

TBD TO BE DETERMINED

TC TOP OF CURB

TD TRAVEL DISTANCE

TEL TELEPHONE

TEMP TEMPORARY / TEMPERATURE

TER TERRAZZO

THK THICK

THRU THROUGH

TOC TOP OF CONCRETE

TOS TOP OF SLAB

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPTN TOILET PARTITION

TV TELEVISION

TYP TYPICAL

UC UNDERCUT

UG UNDERGROUND

UL UNDERWRITER'S LABORATORY

UNF / UNFIN UNFINISHED

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER

SUPPLY

UR URINAL

V VOLT

VAC VACUUM

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VENT VENTILATE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VNR VENEER

VOL VOLUME

VST VINYL STAIR TREADS

VSTR VINYL STAIR TREADS & RISERS

VT VINYL TILE

VTR VENT THRU ROOF

VWC VINYL WALLCOVERING

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WCV WALLCOVERING

WD WOOD

WF WIDE FLANGE

WG WIRE GLASS

WH WALL HOSE / HYDRANT

WI WROUGHT IRON

WIN WINDOW

WK WORK

WNSCT WAINSCOT

WP WATERPROOF(ING)

WPT WORK POINT

WR WATER RESISTANT

WRR WOOD RISER

WT WEIGHT

YD YARD

ALUMINUM

BRICK (ELEVATION)

CARPET

CMU

CEMENTITIOUS DECKS

& TOPPINGS

CONCRETE

PRECAST CONCRETE

EARTH

CRUSHED STONE

ACOUSTIC TILE CEILING

GRANITE & MARBLE

GYPSUM WALL BOARD

PARTICLE BOARD

PLYWOOD

RIGID INSULATION

STEEL

WOOD

MATERIALS DESIGNATION

BATT INSULATION

MORTAR/SETTING BED/GROUT SAND

CONCRETE BLOCK (SECTION)

MASONRY BRICK (SECTION) EIFS

PLYWOOD

CHECKED BY:

DESIGNED BY:

DRAWN BY:

PROJECT #:

DATE:

10920 W. ALAMEDA AVE, SUITE 100

LAKEWOOD, COLORADO 80226

720.502.4156

TH

E O

R

IG

IN

A

L O

F T

H

IS

D R

A W

IN

G

I S

X

I F T

H

IS

C O

P Y

I S

A N

Y O

TH

E R

S

IZ

E

IT

H A

S B

E E N

R E D

U C

E D

O R

E N

LA

R

G E D

History Date

OZ ARCHITECTURE, INC

:3

:4

P M

G-010

GENERAL NOTES

S

O U

T H

R E V

E R E P

A R K W

A Y C

E N

T E N

N

IA

L C

O

N A

T

IO

N A

L G

U A

R D

JG

RP,JG

RP

2026.060

07.22.26

S E C

U R

E A

R E A

R E N

O V

A T

IO

N

ISSUED FOR PERMIT 06/25/2026

LICENSED ARCHITEC

T

ST

AT

E OF COLORADO

00402915JE

ST

IN

S S

BBE

J J J

CR CR

DB

DBJ

CODE PLAN LEGEND

PROJECT LIMIT LINE

1-HR RATED WALL

EXIT ARROW

EXIT ACCESS ARROW

EXIT DISCHARGE ARROW

TYPE 1 FIRE EXTINGUISHER

TYPE 1

XX

XX

XX

B- OCC

A- OCC

2024 CENTENNIAL PROPERTY MAINTENANCE CODE

2023 NATIONAL ELECTRIC CODE (NEC)

2021 INTERNATIONAL BUILDING CODE (IBC)

2021 INTERNATIONAL PLUMBING CODE (IPC)

2021 INTERNATIONAL MECHANICAL CODE (IMC)

2021 INTERNATIONAL FUEL GAS CODE (IFGC)

2024 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

2017 ICC A117.1 AMERICAN NATIONAL STANDARD - AS REFERENCED IN THE 2021 INTERNATIONAL BUILDING CODE 2021 INTERNATIONAL FIRE CODE (IFC) IS ENFORCED BY SOUTH METRO FIRE RESCUE. APPLICANTS MUST APPLY

SEPARATELY TO SOUTH METRO FIRE.

CODE SUMMARY

APPLICABLE CODES

EXISTING BUILDING AREA GROSS SQUARE FOOTAGE (INFORMATION PROVIDED FROM OWNER PROVIDED

DICUMENTS)

LEVEL 1: 14,974 S.F.

LEVEL 2: 14,467 S.F.

LEVEL 3: 14,467 S.F.

TOTAL: 43,908 S.F.

PROJECT AREA SQUARE FOOTAGE

AREA OF WORK 1,110 S.F.

SUMMARY OF WORK

BUILDING AREA SUMMARY

BUILDING AREA SUMMARY

Existing Building Reference Information

Use and Occupancy Classifications Group A Assembly Group A occupancy includes, among others, the use of a building or structure, or a portion thereof, for the gathering of persons for purposes such as civic, social or religious functions;

recreation, food or drink consumption or awaiting transportation.

Group B Business Group B occupancy includes, among others, the use of a building or structure, or a portion thereof, for office, professional or service-type transactions, including storage of records and accounts.

Group S-1 Storage Group S occupancy includes, among others, the use of a building or structure, or a portion thereof, for storage that is not classified as a hazardous occupancy.

Type of Construction Type II-B, provided by Owner from previous Construction Documents

Fully Sprinklered

NONE

Existing Building Code Reference Information

Change in Occupancy Classification in Scope of Work No

Compliance Method Chosen Work Area

Classification Alteration - Level 2

2021 International Existing Building Code

Section 301 Administration

301.3 Alteration, Addition or Change of Occupancy. The repair, alteration, change of occupancy, addition or relocation of all existing buildings shall comply with one of the methods listed in Section 301.1.1 through 301.1.3 as selected by the applicant.

Sections 301.1.1 through 301.1.3 shall not be applied in combination with each other.

301.3.2 Work Area Compliance Method. Alterations, additions, changes in occupancy complying with the applicable requirements of Chapter 7 through 12 of this code shall be considered in compliance with the provisions of this code.

Section 603 Alteration - Level 2

603.1 Scope. Level 2 Alterations include the reconfiguration of space, the addition or elimination of any door or window, the reconfiguration or extension of any system, or the installation of any additional equipment.

603.2 Application. Level 2 Alterations shall comply with the provisions of Chapter 7 for Level 1 Alterations as well as the rovisions of Chapter 8.

Section 602 Alteration - Level 1

602.1 Scope. Level 1 Alterations as described in Section 602 shall comply with the requirements of this chapter.

602.2 Conformance. An existing building or portion thereof shall not be altered such that the building becomes less safe than its existing condition.

Section 702 Building Elements and Materials

702.6 Materials and Methods. New work shall comply with the materials and methods requirements in the International Building Code, International Energy Conservation Code, International Mechanical Code, and International Plumbing Code, as applicable, that specify materials standards, detail of installation and connection, joints, penetrations, and continuity of any element, component, or system in the building.

Section 703 Fire Protection

703.1 General. Alterations shall be done in a manner that maintains the level of fire protection provided.

Section 704 Means of Egress

704.1 General. Alterations shall be done in a manner that maintains the level of protection provided for the means of egress.

Section 707 Energy Conservation

707.1 Minimum Requirements. Level 1 Alterations to existing buildings or structures do not require the entire building or structure to comply with the energy requirements of the International Energy Conservation Code. The alterations shall conform to the energy requirements of the International Residential Code as they relate to new construction only.

Section 801 Alteration - Level 2

801.1 Scope. Level 2 Alterations as described in Section 603 shall comply with the requirements of this chapter.

801.2 Alteration Level 1 Compliance. In addition to the requirements of this chapter, all work shall comply with the requirements of Chapter 7.

801.3 Compliance. New construction elements, components, systems, and spaces shall comply with the requirements of Chapter 7.

Section 802 Building Elements and Materials

802.1 Scope. The requirements of this section are limited to work areas in which Level 2 Alterations are being performed and shall apply beyond the work area where specified.

802.4 Interior Finish. The interior finish of walls and ceilings in exits and corridors in any work area shall comply with the requirements of the International Building Code.

THIS PROJECT IS TO REMODEL AN EXISTING OFFICE SPACE IN A BUILDING TO BE BROUGHT UP TO NEW STANDARDS.

THE PROJECT WILL HAVE UPDATES TO WALLS, DOORS, FINISHES, MECH AND ELECTRICAL IN THE WORK AREA

NO CHANGE TO BUILDING SQUARE FOOTAGE, OCCUPANCY LOADS, OR EGRESS PATHS..

312 SF

B

150 SF/OCC

3 OCC

OFFICE

208 SF

B

150 SF/OCC

2 OCC

OFFICE

168 SF

B

150 SF/OCC

1 OCC

OFFICE

210 SF

B

15 SF/OCC

14 OCC

CONF

302 SF

B

150 SF/OCC

3 OCC

OFFICE

53 SF

B

150 SF/OCC

1 OCC

VESTIBULE

179 SF

STAIRS

1429 SF

HALL

236 SF

B

150 SF/OCC

2 OCC

HALL

104 SF

B

150 SF/OCC

1 OCC

OFFICE

COMMON PATH OF TRAVEL 40'-5"

WORK AREA

OPEN TO BELOW

STAIRS

WOMENS

MENS

NOTE: EXISTING CORRIDOR SYSTEM

IS ONE-HOUR CONSTRUCTION

CHECKED BY:

DESIGNED BY:

DRAWN BY:

PROJECT #:

DATE:

10920 W. ALAMEDA AVE, SUITE 100

LAKEWOOD, COLORADO 80226

720.502.4156

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OZ ARCHITECTURE, INC

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LIFE SAFETY

DIAGRAM - LEVEL 1

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07.22.26

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N 16'8'4'0

1/8" = 1'-0"

1 LEVEL 1 CODE PLAN

1/8" = 1'-0"

2 LEVEL 2 CODE PLAN

NO CHANGES TO LEVEL 1 SHOWN FOR REF ONLY

N

16'8'4'0

ISSUED FOR PERMIT 06/25/2026

1 ADD #1 07/22/2026

LICENSED ARCHITEC

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GENERAL DEMOLITION NOTES

1. THE CONTRACTOR SHALL MAINTAIN THE EXISTING STRUCTURAL AND FIREPROOFING INTEGRITY OF THE ENTIRE BUILDING EXCEPT

WHERE OTHERWISE NOTED.

2. UPON THE DISCOVERY OF HAZARDOUS MATERIALS ENCOUNTERED DURING CONSTRUCTION, NOTIFY THE DESIGNER AND OWNER IMMEDIATELY AND AWAIT FURTHER INSTRUCTIONS, THE WORK AREA SHALL BE COMPLETELY SEALED OFF DURING ABATEMENT.

3. WORK INCLUDED IN THE CONTRACT IS ILLUSTRATED IN BOLD-DASHED LINE WORK. UNLESS NOTED OTHERWISE, BOLD-DASHED ITEMS INDICATED SUCH AS: PARTITIONS, DOORS, WINDOWS, EQUIPMENT, ETC. ARE TO BE REMOVED.

4. WHERE THE TERM "REMOVE" IS USED, THE CONTRACTOR SHALL REMOVE FROM THE SITE AND LEGALLY DISPOSE OF.

5. WHERE THE TERM "SALVAGE" IS USED, THE CONTRACTOR SHALL REMOVE FROM THIS PROJECT AND RETURN TO OWNER.

6. WHERE THE TERM "REMOVE AND REINSTALL" IS USED, THE CONTRACTOR IS TO DETACH ITEMS FROM EXISTING CONSTRUCTION, PREPARE THEM FOR REUSE, AND REINSTALL THEM WHERE INDICATED.

7. WHERE THE TERM "EXISTING TO REMAIN" IS USED, THE EXISTING ITEMS OF CONSTRUCTION ARE NOT TO BE REMOVED.

8. SEE REFLECTED CEILING DEMOLITION PLANS FOR CEILING DEMOLITION WORK.

9. SEE ENGINEERING DRAWINGS FOR THE REMOVAL OF SPECIFIC STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE ALARM

SYSTEMS.

10. REINSTALLED EQUIPMENT AND DEVICES ARE TO BE CLEANED OF FOREIGN MATERIAL.

11. WHEREVER MECHANICAL, ELECTRICAL, AND PLUMBING DEVICES ARE REMOVED, ALL PIPING AND/OR CONDUITS THAT ARE

ABANDONED SHALL BE CAPPED OFF BELOW THE FLOOR, INSIDE THE WALLS, OR ABOVE THE CEILINGS EXCEPT WHERE NOTED OTHERWISE. MECHANICAL/ELECTRICAL CONTRACTOR TO REMOVE ALL UNUSED WIRING TO PANEL BOXES. PATCH AND REPAIR FINISHES TO MATCH SURROUNDING FINISHES. BLANK COVER PLATES OVER EXISTING BOXES ARE NOT ACCEPTABLE, UNO.

12. REMOVE WALL BASE IN AREAS WHERE FLOORING IS BEING REMOVED.

13. AT FLOORS AND WALLS: WHERE WALLS OR PARTITIONS THAT ARE REMOVED EXTEND ONE FINISHED AREA INTO ANOTHER, PATCH

AND REPAIR FLOOR AND WALL SURFACES IN THE NEW SPACE TO PROVIDE AN EVEN SURFACE OF UNIFORM FINISH, COLOR, TEXTURE, AND APPEARANCE.

14. PROTECT EXPOSED CONCRETE DURING CONSTRUCTION

15. ALL FURNITURE TO BE REMOVED AND REINSTALLED BY OWNER

16. REMOVE ALL STRAPS, HANGARS AND SUPPORTS FROM CONTROLLED SPACE AREA (3-238)1

FLAGNOTES #

DEMOLITION FLOOR PLAN LEGEND

AREA NOT IN CONTRACT (NIC)

PROJECT LIMIT LINE

TEMPORARY CONSTRUCTION BARRIER

EXISTING DEMOLITION

WALLS

3-238

OFFICE

3-238A

MAN TRAP

3-239

CONFERENCE

3-240

OFFICE

3-241

OFFICE

3-246

OFFICE

3-247

CLOSET

3-245

OFFICE

HALL

HALL

STAIRS

A

7 9 99

UP

7 8

15 7

KEY PLAN

CHECKED BY:

DESIGNED BY:

DRAWN BY:

PROJECT #:

DATE:

10920 W. ALAMEDA AVE, SUITE 100

LAKEWOOD, COLORADO 80226

720.502.4156

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OZ ARCHITECTURE, INC

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DEMOLITION FLOOR

PLAN - LEVEL 2

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1. REMOVE GYP PARTITION WALL.

2. REMOVE GYP FURRING. NOTIFY ARCHITECT OF ANY UTILITIES.

3. SALVAGE DOOR FRAME AND HARDWARE.

4. REMOVE DOOR FRAME AND HARDWARE.

5. ALL WALL MOUNTED ITEMS SUCH AS, BUT NOT LIMITED TO, WHITEBOARDS, PICTURES, PLAQUES, TVS, ETC TO BE REMOVED AND

REINSTALLED BY OWNER.

6. REMOVE ALL FLOORING AND BASE.

7. REMOVE GYP FURRING WALL. WALL GOES TO GRID.

8. REMOVE AND REINSTALL FIRE EXTINGUISHER CABINET IN NEW LOCATION.

9. REMOVE AND REINSTALL CARPET, SHOWN HATCHED

10. REMOVE GYP FURRING WALL. DO NOT DAMAGE CMU STAIR CORE. NOTIFY ARCHITECT OF AND HOLES OR PENETRATIONS IN CMU

WALL.

11. SALVAGE DOORBELL FOR REINSTALL. RE: ELEC

12. SALVAGE CARD READER AND RETURN TO OWNER.

13. REMOVE AND REINSTALL WALL MOUNTED TV

14. REMOVE AND REINSTALL SAFE

15. DEMO PORTION OF WALL FOR NEW SECURE PERIMETER WALL

N

6'4'2'0 1/4" = 1'-0"

1 DEMOLITION PLAN

ISSUED FOR PERMIT 06/25/2026

1 ADD #1 07/22/2026

LICENSED ARCHITEC

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DEMOLITION RCP LEGEND

AREA NOT IN CONTRACT (NIC)

PROJECT LIMIT LINE

TEMPORARY CONSTRUCTION BARRIER

2X4 LIGHT FIXTURE, RE:

ELECTRICAL

2X4 ACOUSTICAL CEILING TILE

AND SUSPENSION SYSTEM

EXHAUST, RE: MECHANICAL

SUPPLY, RE: MECHANICAL

EXISTING DEMOLITION

2X2 LIGHT FIXTURE, RE:

ELECTRICAL

2X2 ACOUSTICAL CEILING TILE

AND SUSPENSION SYSTEM

OVERHEAD OR WALL MOUNTED

EMERGENCY EXIT SIGN WITH

TRAVEL DIRECTION INDICATOR,

RE; ELECTRICAL

DEMO

AREA OF CEILING DEMO ABOVE

GENERAL DEMOLITION NOTES

1. THE CONTRACTOR SHALL MAINTAIN THE EXISTING STRUCTURAL AND FIREPROOFING INTEGRITY OF THE ENTIRE BUILDING EXCEPT

WHERE OTHERWISE NOTED.

2. UPON THE DISCOVERY OF HAZARDOUS MATERIALS ENCOUNTERED DURING CONSTRUCTION, NOTIFY THE DESIGNER AND OWNER IMMEDIATELY AND AWAIT FURTHER INSTRUCTIONS, THE WORK AREA SHALL BE COMPLETELY SEALED OFF DURING ABATEMENT.

3. WORK INCLUDED IN THE CONTRACT IS ILLUSTRATED IN BOLD-DASHED LINE WORK. UNLESS NOTED OTHERWISE, BOLD-DASHED ITEMS INDICATED SUCH AS: PARTITIONS, DOORS, WINDOWS, EQUIPMENT, ETC. ARE TO BE REMOVED.

4. WHERE THE TERM "REMOVE" IS USED, THE CONTRACTOR SHALL REMOVE FROM THE SITE AND LEGALLY DISPOSE OF.

5. WHERE THE TERM "SALVAGE" IS USED, THE CONTRACTOR SHALL REMOVE FROM THIS PROJECT AND RETURN TO OWNER.

6. WHERE THE TERM "REMOVE AND REINSTALL" IS USED, THE CONTRACTOR IS TO DETACH ITEMS FROM EXISTING CONSTRUCTION, PREPARE THEM FOR REUSE, AND REINSTALL THEM WHERE INDICATED.

7. WHERE THE TERM "EXISTING TO REMAIN" IS USED, THE EXISTING ITEMS OF CONSTRUCTION ARE NOT TO BE REMOVED.

8. SEE REFLECTED CEILING DEMOLITION PLANS FOR CEILING DEMOLITION WORK.

9. SEE ENGINEERING DRAWINGS FOR THE REMOVAL OF SPECIFIC STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE ALARM

SYSTEMS.

10. REINSTALLED EQUIPMENT AND DEVICES ARE TO BE CLEANED OF FOREIGN MATERIAL.

11. WHEREVER MECHANICAL, ELECTRICAL, AND PLUMBING DEVICES ARE REMOVED, ALL PIPING AND/OR CONDUITS THAT ARE

ABANDONED SHALL BE CAPPED OFF BELOW THE FLOOR, INSIDE THE WALLS, OR ABOVE THE CEILINGS EXCEPT WHERE NOTED OTHERWISE.