RFB 2026-31 Attachment 1b Madison Hgwy Office BID DWGS REV 1.pdf

ARCHITECTURAL

A0.00 LEGENDS, SYMBOLS, AND DETAILS

A1.01 DEMO, FLOOR AND REFLECTED CEILING PLANS

A3.01 WALL SECTIONS & DETAILS

A5.01 DOOR & WINDOW SCHEDULE

A5.02 STRUCTURAL NOTES & DETAILS

DRAWING INDEX

COVERPAGE

GENERAL

G0.01 CODE COMPLIANCE PLAN - FIRST FLOOR

HVAC

H0.01 LEGENDS, SCHEDULES, DETAILS AND GENERAL NOTES

H0.02 SPECIFICATIONS

H1.01 FLOOR PLAN - DEMOLITION

H2.01 FLOOR PLAN

ELECTRICAL

E0.01 LEGENDS, SCHEDULES AND SPECIFICATIONS

E1.01 FLOOR PLAN - DEMOLITION

E2.01 FLOOR PLAN

358 West Jefferson Street Syracuse, NY 13202 p 315 | 671-2400 f 315 | 671-7891 www.kingarch.com

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Issued for Construction 07/14/2026

-1

1-

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ARCHITECT'S CERTIFICATION

THE UNDERSIGNED CERTIFIES THAT TO THE BEST OF THEIR KNOWLEDGE, INFORMATION AND

BELIEF, THE PLANS AND PROJECT MANUAL ARE IN ACCORDANCE WITH APPLICABLE

REQUIREMENTS OF THE 2025 NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING

CODE, THE 2025 STATE ENERGY CONSERVATION CONSTRUCTION CODE, CONSTRUCTION

STANDARDS OF THE STATE EDUCATION DEPARTMENT, AND, IF APPLICABLE, THE NEW YORK

STATE DEPARTMENT OF LABOR INDUSTRIAL CODE RULE #56.

LOCATION MAP

crogers New Stamp

MARK DESCRIPTION DATE

Issued for Construction

07/14/2026DRAWING DATE:

DIGITAL REPRODUCTIONS OF THESE

DRAWINGS SHALL NOT BE POSTED TO WEB

SITES WITHOUT THE DIRECT WRITTEN

PERMISSION OF THE ARCHITECT.

IT IS A VIOLATION OF THE STATE EDUCATION

LAW FOR ANY PERSON, UNLESS UNDER THE

DIRECTION OF A LICENSED ARCHITECT TO

ALTER THIS DOCUMENT IN ANY WAY.

ALTERATIONS MUST HAVE THE SEAL AFFIXED

ALONG WITH THE DESCRIPTION OF THE

ALTERATION AND SIGNATURE AND DATE.

COPYRIGHT ©.

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26-11-9418

KING + KING PROJ. NO.:

G0.01

SCALE:

DRAWING TITLE:

As Noted

CODE COMPLIANCE PLAN

- FIRST FLOOR

A

B

C

D

E

1 2 3 4 5 6

DRAWN BY:

BUILDING INFORMATION:

OCCUPANCY CLASSIFICATION: Group B - Business (NYSBC Section 304.1)

Group S-1 - Storage, Moderate Hazard (NYSBC Section 311.2)

Group U - Private Garage (NYSBC Section 312)

CONSTRUCTION CLASSIFICATION:

EXISTING: IIB

PROPOSED: IIB

SITE ACCESSIBLE: 4 Sides

SPRINKLER: Sprinkler system not provided.

ALLOWABLE BLDG. AREA: 8,500 (U use is most restrictive or 30,625 SF (S-1 use).

(PER 2025 BUILDING CODE OF NEW YORK STATE - SECTION 506)

ACTUAL BLDG. AREA: for B) 35,276 SF (Existing Non-Conforming for U and S-1, Conforming

ALLOWABLE HEIGHT IN STORIES: 2 STORIES, 55'-0"

(PER 2025 BUILDING CODE OF NEW YORK STATE - SECTION 504)

ACTUAL HEIGHT IN STORIES: 1 STORY, <30'-0"

BUILDING OCCUPANCY: OFFICE: 450 SF / 150 = 3 OCCUPANTS

STORAGE: 34,042 / 500 = 69 OCCUPANTS

BREAK RM. 784 SF / 15 = 53 OCCUPANTS

TOTAL OCCUPANCY = 125

EGRESS CAPACITY: 125 OCCUPANCTS X 0.2" = 25" (USE 36" FOR DOORS)

BUILDING AREAS

DESIGNATION ALLOWABLE AREA* AREA MODIFICATION*

ALLOWABLE AREA +

ADDITIONS

ACTUAL AREA OF

AREA 1

AREA 2

AREA 3

AREA 4

AREA 5

EXISTING BUILDING AREA:

TOTAL BUILDING AREA:

PLUMBING FIXTURE COUNT

125 OCC. 63 FEMALE 63 MALE

Required Fixtures FEMALE MALE Unisex Water Closets 1 1 Lavatories 1 1 Service Sink 1 Drinking Fountains 1

Existing Fixtures FEMALE MALE Unisex Water Closets 1 2 Lavatories 1 2 Urinals 2 Service Sink 1 Drinking Fountains 1

OCCUPANT LOAD

ROOM ROOM AREA PERIMETEROCCUPANCYSQ. FT. / OCC OCCUPANT

NO. NAME SQ. FT. (NET) (NET) TYPE LOAD

FIRST FLOOR

0 SF 0 OCC.

SECOND FLOOR

0 SF 0 OCC.

THIRD FLOOR

0 SF 0 OCC.

FOURTH FLOOR

0 SF 0 OCC.

TOTAL 0 OCC.

NOTES

YELLOW HIGHLIGHT DENOTES INPUT BY USER

BUILDING INFORMATION:

OCCUPANCY CLASSIFICATION: Group B - Business (NYSBC Section 304.1)

Group S-1 - Storage, Moderate Hazard (NYSBC Section 311.2)

Group U - Private Garage (NYSBC Section 312)

CONSTRUCTION CLASSIFICATION:

EXISTING: IIB

PROPOSED: IIB

SITE ACCESSIBLE: 4 Sides

SPRINKLER: Sprinkler system not provided.

ALLOWABLE BLDG. AREA: 8,500 (U use is most restrictive or 30,625 SF (S-1 use).

(PER 2025 BUILDING CODE OF NEW YORK STATE - SECTION 506)

ACTUAL BLDG. AREA: for B) 35,276 SF (Existing Non-Conforming for U and S-1, Conforming

ALLOWABLE HEIGHT IN STORIES: 2 STORIES, 55'-0"

(PER 2025 BUILDING CODE OF NEW YORK STATE - SECTION 504)

ACTUAL HEIGHT IN STORIES: 1 STORY, <30'-0"

BUILDING OCCUPANCY: OFFICE: 450 SF / 150 = 3 OCCUPANTS

STORAGE: 34,042 / 500 = 69 OCCUPANTS

BREAK RM. 784 SF / 15 = 53 OCCUPANTS

TOTAL OCCUPANCY = 125

EGRESS CAPACITY: 125 OCCUPANCTS X 0.2" = 25" (USE 36" FOR DOORS)

PLUMBING FIXTURE COUNT

125 OCC. 63 FEMALE 63 MALE

Required Fixtures FEMALE MALE Unisex Water Closets 1 1 Lavatories 1 1 Service Sink 1 Drinking Fountains 1

Existing Fixtures FEMALE MALE Unisex Water Closets 1 2 Lavatories 1 2 Urinals 2 Service Sink 1 Drinking Fountains 1

OCCUPANT LOAD

ROOM ROOM AREA PERIMETEROCCUPANCYSQ. FT. / OCC OCCUPANT

NO. NAME SQ. FT. (NET) (NET) TYPE LOAD

FIRST FLOOR

0 SF 0 OCC.

SECOND FLOOR

0 SF 0 OCC.

THIRD FLOOR

0 SF 0 OCC.

FOURTH FLOOR

0 SF 0 OCC.

TOTAL 0 OCC.

NOTES

YELLOW HIGHLIGHT DENOTES INPUT BY USER

1 HR. FIRE RATED PARTITION

SMOKE PARTITION

EXIT WIDTH PER OPENING36" E.W.

2 HR. FIRE BARRIER

ALTERATION L1

MINIMAL / NO WORK

NWC/NDF NEW WATER COOLER /DRINKING FOUNTAIN

N.F.E. NEW FIRE EXTINGUISHER LOCATION

RATED PARTITION LEGEND:

CONSTRUCTION TYPE DESIGNATIONS:

EMERGENCY EGRESS LEGEND:

GENERAL LEGEND:

ALTERATION L2

E.F.E. EXISTING FIRE EXTINGUISHER LOCATION

EWC/EDF EXG. WATER COOLER /DRINKING FOUNTAIN

ALL EXISTING PARTITIONS ARE ASSUMED TO HAVE THE

REQUIRED RATINGS BASED ON THE EXISTING AS-BUILTS.

GENERAL NOTES

GENERAL NOTES - ALL TRADES

AND AS FOLLOWS:

CONCEALED SHALL BE PROTECTED AS DESCRIBED IN DIVISIONS 21, 22, 23, 26, 27 AND 28, OR SMOKE BARRIERS (WALLS, FLOORS, AND ROOF) WHETHER EXPOSED OR

DUCTS, AND SIMILAR BUILDING SERVICE EQUIPMENT THROUGH EXISTING OR NEW FIRE

G-1 ALL PASSAGES OF EXISTING AND NEW PIPES, CONDUITS, CABLES, WIRES, AIR

MAINTAINING AN AIR TIGHT CONDITION.

THE FIRE/SMOKE BARRIER, DESIGNED FOR THE SPECIFIC PURPOSE, AND CAPABLE OF

BE FILLED WITH A MATERIAL CAPABLE OF MAINTAINING THE FIRE/SMOKE RESISTANCE OF

a. THE SPACE BETWEEN THE PENETRATING ITEM AND THE FIRE/SMOKE BARRIER SHALL

CONDITION.

DESIGNED FOR THE SPECIFIC PURPOSE, AND CAPABLE OF MAINTAINING AN AIR TIGHT

CAPABLE OF MAINTAINING THE FIRE/SMOKE RESISTANCE OF THE FIRE/SMOKE BARRIER,

SPACE BETWEEN THE ITEM AND THE SLEEVE SHALL BE FILLED WITH A MATERIAL

BARRIER, THE SLEEVE SHALL BE SOLIDLY SET IN THE FIRE/SMOKE BARRIER AND THE

b. WHERE THE PENETRATING ITEM USES A SLEEVE TO PENETRATE THE FIRE/SMOKE

AS POSSIBLE AND TO THE OWNER'S SATISFACTION.

TO CLEAN UP AFTER ALL OPERATIONS IN ORDER TO KEEP THE AREA AND SITE AS CLEAN

REMAIN IN USE DURING CONSTRUCTION, THEREFORE, SPECIAL CARE SHALL BE TAKEN

G-2 ALL OTHER AREAS OF THE BUILDING WHERE ANY WORK IS TO BE DONE SHALL

LOCATION OF THESE PARTITIONS SHALL BE COORDINATED WITH THE OWNER.

INSTALLED AROUND THE LOCATION OF WORK TAKING PLACE. THE EXTENT AND

G-3 AT ALL TIMES THAT WORK IS GOING ON, DUST TIGHT PARTITIONS SHALL BE

SHALL BE REPAIRED AND PATCHED WITH MATCHING CONSTRUCTION AND FINISHES.

STRUCTURE WHICH ARE DAMAGED OR REMOVED DUE TO DEMOLITION, OR NEW WORK

PROTECTED FROM DAMAGE. ALL EXISTING SURFACES, WORK, EQUIPMENT, AND

G-4 ALL EXISTING FINISHES, WORK, EQUIPMENT, AND STRUCTURE TO REMAIN ARE TO BE

CLEANING OF SURFACES AS PER MANUFACTURER'S INSTRUCTIONS, ETC.

FINISHES, INCLUDING FINISH PATCHING OF NEW AND EXISTING HOLES, VOIDS, CRACKS,

G-5 NOTED EXISTING AND NEW SURFACES ARE TO BE PREPARED TO RECEIVE NEW

LOCATION OF NEW OR RELOCATED ITEMS.

G-6 CONTRACTOR IS TO COORDINATE WITH ARCHITECT AND OWNER THE EXACT

ELECTRICAL ITEMS.

WALLS, AND FLOORS DISTURBED FOR THE INSTALLATION OF MECHANICAL AND

G-7 CONTRACTOR TO PATCH AND REPAIR TO MATCH EXISTING AREAS OF CEILINGS,

SURFACES TO MATCH EXISTING AND PREPARE SURFACES FOR NEW FINISH.

G-8 WHERE EQUIPMENT, ETC. HAS BEEN REMOVED BY OWNER, CONTRACTOR TO PATCH

STAIRS SHALL BE MAINTAINED AT ALL TIMES.

G-9 WORK SHALL NOT INTERFERE WITH LEGAL FIRE EXITS. ALL CORRIDORS AND EXIT

MAINTAINED OR RESTORED.

ALL OPENINGS SHALL BE SEALED AIR TIGHT, AND WHERE APPLICABLE, FIRE RATINGS

EXISTING FLOORS AND WALLS WITH CONSTRUCTION AND FINISH TO MATCH EXISTING.

G-10 PATCH ALL OPENINGS (NEW AND EXISTING) WHETHER EXPOSED OR CONCEALED IN

SURFACES, JOINTS, ETC. SHALL BE EASILY CLEANABLE.

G-11 ALL PENETRATIONS INTO RENOVATED ROOMS SHALL BE SEALED AND ALL

ARCHITECTURAL PLANS, DETAILS, END BEARING REQUIREMENTS AND DIVISION 23.

THAT CORRECT HEIGHT AND LENGTH OF LINTELS WILL BE OBTAINED. COORDINATE WITH

THOSE TO BE PROVIDED FOR DUCTWORK AND OTHER MECHANICAL PENETRATIONS, SO

G-12 CONTRACTOR SHALL VERIFY ALL MASONRY OPENING DIMENSIONS, INCLUDING

LINTELS OVER ALL OPENINGS THROUGH MASONRY WALLS AND PARTITIONS.

G-13 EXCEPT WHERE OTHERWISE SCHEDULED OR INDICATED, PROVIDE LOOSE STEEL

GENERAL STRUCTURAL NOTES - ALL TRADES

BEAMS, JOISTS, OR BRIDGING RIBS WITHOUT THE ARCHITECT'S APPROVAL.

1. DO NOT DRILL, CORE, OR CUT ANY PORTION OF EXISTING CONCRETE COLUMNS,

DRAWINGS WITHOUT THE ARCHITECT'S APPROVAL.

2. DO NOT CUT OPENINGS THROUGH EXISTING CONCRETE WHICH ARE NOT SHOWN ON

3. CORE-DRILL NEW OPENINGS WHEREVER POSSIBLE.

CONCRETE AS FOLLOWS:

4. WHERE CORE-DRILLING IS NOT PRACTICAL, CUT OPENING THROUGH EXISTING

NO PORTION OF EXISTING BEAMS OR JOISTS WILL BE ALTERED IN ANY WAY.

a. PRIOR TO CUTTING, DETERMINE THE LOCATION OF PROPOSED OPENINGS SUCH THAT

THE FOUR CORNERS OF NEW OPENING.

b. CORE-DRILL ROUND HOLES THROUGH EXISTING SUPPORTING STRUCTURAL SLABS AT

REMOVE CONCRETE.

c. SAW-CUT STRUCTURAL SLAB TO MINIMUM DEPTH OF 2" BETWEEN HOLES AND

GENERAL NOTES - 2025 NYSBC:

MAXIMUM CORRIDOR TRAVEL DISTANCE TO EXITS IN

FEET (NYSBC T 1017.2):

- 200 FEET

NOTE: TRAVEL DISTANCES COMPLY W/ THESE

REQUIREMENTS.

CORRIDOR FIRE RESISTANCE RATINGS

(PER 2025 BUILDING CODE OF NYS - SECTION T 1020.2):

- 1 HOUR min.

ALL NEW WORK IS DESIGNED TO COMPLY WITH ICC A117.1 -

2017 'STANDARD FOR ACCESSIBLE AND USABLE BUILDINGS

AND FACILITIES.'

MAXIMUM COMMON PATH OF TRAVEL IN FEET (NYSBC

T 1006.2.1):

- 75 FEET

NOTE: TRAVEL DISTANCES COMPLY W/ THESE

REQUIREMENTS.

GENERAL NOTES - 2025 NYSEBC:

CH. 3, 7, 8: ALL NEW WORK SHALL COMPLY WITH BCNYS.

CH. 10 - CHANGE OF USE TO PORTION OF BLDG. (S-1 TO B)

-1007: ALL NEW ELECTRICAL IN OFFICE AREA

SHALL MEET NYSBC.

-1008: ALL NEW MECHANICAL IN OFFICE AREA

SHALL MEET NYSBC.

-1009: PLUMBING FIXTURE DEMAND: ADEQUATE

FACILITIES EXIST.

1010.1: LIGHT & VENTILATION FOR NEW USE SHALL

MEET NYSBC.

1011 - AUTOMATIC SPRINKLER SYSTEM NOT FOR

AREA WITH CHANGE OF OCCUPANCY (BUSINESS)

T 1011.5: S-1 TO B = EQUAL HAZARD RATING:

EXISTING ELEMENTS OF MEANS OF EGRESS

SHALL COMPLY WITH SECTION 905.

T 1011.6: S-1 TO B = LOWER HAZARD RATING:

THE HEIGHT AND AREA OF THE EXISTING

BUILDING SHALL BE DEEMED ACCEPTABLE.

T 1011.7: S-1 TO B = LOWER HAZARD RATING:

EXISTING EXTERIOR WALLS AND OPENINGS SHALL

BE ACCEPTED.

NYSBC 406 MOTOR VEHICLE RELATED OCCUPANCIES

-406.9.3 PRIVATE GARAGES SHALL COMPLY

WITH 406.2 AND 406.3.

-EXISTING PRIVATE GARAGE IS EXISTING

NON-CONFORMING. NEW WORK

TO ENLARGE OFFICE AREA SHALL MEET 406.2

AND 406.3.

-406.3.1 AND 406.3.2: PRIVATE GARAGE IS

CLASSIFIED AS GROUP U AND SHALL BE

SEPARATED PER 508.

-508.2: ACCESSORY OCCUPANCIES ARE THOSE

THAT ARE ANCILLARY TO THE MAIN

OCCUPANCY OF THE BUILDING.

(ANCILLARY DEFINED IN THIS CASE AS: A

SPACE THAT PROVIDES NECESSARY SUPPORT

TO A PRIMARY ACTIVITY. I.E. STAFF DIRECTLY

RELATED TO HIGHWAY DEPT. ACTIVITIES.)

508.2.4: NO SEPARATION IS REQUIRED

BETWEEN ACCESSORY OCCUPANCIES AND

THE MAIN OCCUPANCY.

EX.23 EX.24 EX.25 EX.26

EX.F

EX.G

EX.H

EX.J

EX.K

EX.L

EX.M

EX.N

EX.P

EX.R

BREAK RM.

MEN'S LOCKER RM.

OFFICE

CORRIDOR

STOCK RM.

REPAIR SHOP

STORAGE RM.

WELDING SHOP

CARPENTRY SHOP

TRUCK PARKING

TOILET

107A

OFFICE

W-1

W-1

EXIT ACCESS TRAVEL

DISTANCE = 34'-0"

EXIT ACCESS TRAVEL

DISTANCE = 34'-0"

36" E.W.

36" E.W.

GENERAL NOTES

GENERAL NOTES - ALL TRADES

AND AS FOLLOWS:

CONCEALED SHALL BE PROTECTED AS DESCRIBED IN DIVISIONS 21, 22, 23, 26, 27 AND 28, OR SMOKE BARRIERS (WALLS, FLOORS, AND ROOF) WHETHER EXPOSED OR

DUCTS, AND SIMILAR BUILDING SERVICE EQUIPMENT THROUGH EXISTING OR NEW FIRE

G-1 ALL PASSAGES OF EXISTING AND NEW PIPES, CONDUITS, CABLES, WIRES, AIR

MAINTAINING AN AIR TIGHT CONDITION.

THE FIRE/SMOKE BARRIER, DESIGNED FOR THE SPECIFIC PURPOSE, AND CAPABLE OF

BE FILLED WITH A MATERIAL CAPABLE OF MAINTAINING THE FIRE/SMOKE RESISTANCE OF

a. THE SPACE BETWEEN THE PENETRATING ITEM AND THE FIRE/SMOKE BARRIER SHALL

CONDITION.

DESIGNED FOR THE SPECIFIC PURPOSE, AND CAPABLE OF MAINTAINING AN AIR TIGHT

CAPABLE OF MAINTAINING THE FIRE/SMOKE RESISTANCE OF THE FIRE/SMOKE BARRIER,

SPACE BETWEEN THE ITEM AND THE SLEEVE SHALL BE FILLED WITH A MATERIAL

BARRIER, THE SLEEVE SHALL BE SOLIDLY SET IN THE FIRE/SMOKE BARRIER AND THE

b. WHERE THE PENETRATING ITEM USES A SLEEVE TO PENETRATE THE FIRE/SMOKE

AS POSSIBLE AND TO THE OWNER'S SATISFACTION.

TO CLEAN UP AFTER ALL OPERATIONS IN ORDER TO KEEP THE AREA AND SITE AS CLEAN

REMAIN IN USE DURING CONSTRUCTION, THEREFORE, SPECIAL CARE SHALL BE TAKEN

G-2 ALL OTHER AREAS OF THE BUILDING WHERE ANY WORK IS TO BE DONE SHALL

LOCATION OF THESE PARTITIONS SHALL BE COORDINATED WITH THE OWNER.

INSTALLED AROUND THE LOCATION OF WORK TAKING PLACE. THE EXTENT AND

G-3 AT ALL TIMES THAT WORK IS GOING ON, DUST TIGHT PARTITIONS SHALL BE

SHALL BE REPAIRED AND PATCHED WITH MATCHING CONSTRUCTION AND FINISHES.

STRUCTURE WHICH ARE DAMAGED OR REMOVED DUE TO DEMOLITION, OR NEW WORK

PROTECTED FROM DAMAGE. ALL EXISTING SURFACES, WORK, EQUIPMENT, AND

G-4 ALL EXISTING FINISHES, WORK, EQUIPMENT, AND STRUCTURE TO REMAIN ARE TO BE

CLEANING OF SURFACES AS PER MANUFACTURER'S INSTRUCTIONS, ETC.

FINISHES, INCLUDING FINISH PATCHING OF NEW AND EXISTING HOLES, VOIDS, CRACKS,

G-5 NOTED EXISTING AND NEW SURFACES ARE TO BE PREPARED TO RECEIVE NEW

LOCATION OF NEW OR RELOCATED ITEMS.

G-6 CONTRACTOR IS TO COORDINATE WITH ARCHITECT AND OWNER THE EXACT

ELECTRICAL ITEMS.

WALLS, AND FLOORS DISTURBED FOR THE INSTALLATION OF MECHANICAL AND

G-7 CONTRACTOR TO PATCH AND REPAIR TO MATCH EXISTING AREAS OF CEILINGS,

SURFACES TO MATCH EXISTING AND PREPARE SURFACES FOR NEW FINISH.

G-8 WHERE EQUIPMENT, ETC. HAS BEEN REMOVED BY OWNER, CONTRACTOR TO PATCH

STAIRS SHALL BE MAINTAINED AT ALL TIMES.

G-9 WORK SHALL NOT INTERFERE WITH LEGAL FIRE EXITS. ALL CORRIDORS AND EXIT

MAINTAINED OR RESTORED.

ALL OPENINGS SHALL BE SEALED AIR TIGHT, AND WHERE APPLICABLE, FIRE RATINGS

EXISTING FLOORS AND WALLS WITH CONSTRUCTION AND FINISH TO MATCH EXISTING.

G-10 PATCH ALL OPENINGS (NEW AND EXISTING) WHETHER EXPOSED OR CONCEALED IN

SURFACES, JOINTS, ETC. SHALL BE EASILY CLEANABLE.

G-11 ALL PENETRATIONS INTO RENOVATED ROOMS SHALL BE SEALED AND ALL

ARCHITECTURAL PLANS, DETAILS, END BEARING REQUIREMENTS AND DIVISION 23.

THAT CORRECT HEIGHT AND LENGTH OF LINTELS WILL BE OBTAINED. COORDINATE WITH

THOSE TO BE PROVIDED FOR DUCTWORK AND OTHER MECHANICAL PENETRATIONS, SO

G-12 CONTRACTOR SHALL VERIFY ALL MASONRY OPENING DIMENSIONS, INCLUDING

LINTELS OVER ALL OPENINGS THROUGH MASONRY WALLS AND PARTITIONS.

G-13 EXCEPT WHERE OTHERWISE SCHEDULED OR INDICATED, PROVIDE LOOSE STEEL

GENERAL STRUCTURAL NOTES - ALL TRADES

BEAMS, JOISTS, OR BRIDGING RIBS WITHOUT THE ARCHITECT'S APPROVAL.

1. DO NOT DRILL, CORE, OR CUT ANY PORTION OF EXISTING CONCRETE COLUMNS,

DRAWINGS WITHOUT THE ARCHITECT'S APPROVAL.

2. DO NOT CUT OPENINGS THROUGH EXISTING CONCRETE WHICH ARE NOT SHOWN ON

3. CORE-DRILL NEW OPENINGS WHEREVER POSSIBLE.

CONCRETE AS FOLLOWS:

4. WHERE CORE-DRILLING IS NOT PRACTICAL, CUT OPENING THROUGH EXISTING

NO PORTION OF EXISTING BEAMS OR JOISTS WILL BE ALTERED IN ANY WAY.

a. PRIOR TO CUTTING, DETERMINE THE LOCATION OF PROPOSED OPENINGS SUCH THAT

THE FOUR CORNERS OF NEW OPENING.

b. CORE-DRILL ROUND HOLES THROUGH EXISTING SUPPORTING STRUCTURAL SLABS AT

REMOVE CONCRETE.

c. SAW-CUT STRUCTURAL SLAB TO MINIMUM DEPTH OF 2" BETWEEN HOLES AND

07/14/2026DRAWING DATE:

DIGITAL REPRODUCTIONS OF THESE

DRAWINGS SHALL NOT BE POSTED TO WEB

SITES WITHOUT THE DIRECT WRITTEN

PERMISSION OF THE ARCHITECT.

IT IS A VIOLATION OF THE STATE EDUCATION

LAW FOR ANY PERSON, UNLESS UNDER THE

DIRECTION OF A LICENSED ARCHITECT TO

ALTER THIS DOCUMENT IN ANY WAY.

ALTERATIONS MUST HAVE THE SEAL AFFIXED

ALONG WITH THE DESCRIPTION OF THE

ALTERATION AND SIGNATURE AND DATE.

COPYRIGHT ©.

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A0.00

SCALE:

DRAWING TITLE:

As Noted

LEGENDS, SYMBOLS,

AND DETAILS

A

B

C

D

E

1 2 3 4 5 6

DRAWN BY:

101-1

101-2

1'-6"

3' -0

TYPICAL DOOR DIMENSIONS

4"

THE DRAWING COORDINATE SYSTEM IS USED TO STANDARDIZE NUMBERING FROM DRAWING TO DRAWING AND

FROM PROJECT TO PROJECT.

EACH SHEET SIZE IS BROKEN INTO COLUMNS AND ROWS STARTING AT THE BOTTOM LEFT CORNER OF THE SHEET. EACH QUADRANT IS NUMBERED ACCORDING TO ITS LOCATION ON THE GRID. THE ROW IS THE FIRST CHARACTER, AND IS ALWAYS A LETTER. THE COLUMN IS THE SECOND CHARACTER, AND IS ALWAYS A NUMBER.

E1 E2 E3 E4 E5

D1 D2 D3 D4 D5

C1 C2 C3 C4 C5

D6

C6

B1 B2 B3 B4 B5 B6

A6A5A4A3A2A1

COLUMNS

R O W S

DRAWING COORDINATE SYSTEM:

E

D

C

B

A

E6

1 2 3 4 5 6

MATERIAL INDICATION

ACOUSTIC TILE

ALUMINUM

BRICK

CERAMIC TILE

CONCRETE

CONCRETE BLOCK

DRYWALL CEILING

EARTH (UNDISTURBED)

GLASS

GLAZED STRUCTURAL TILE

GRAVEL

GYPSUM DRYWALL

LIGHT WEIGHT CONCRETE

METAL STUD PARTITION

PLASTER

PLYWOOD

RIGID INSULATION

STEEL

WOOD BLOCKING

WOOD SHIM

WOOD FINISHED

PATCHING

EARTH (DISTURBED)

EXISTING CONSTRUCTION

ABBREVIATIONS

PAR: parallel PC: piece PCC: precast concrete PCT: porcelain tile PREFAB: prefabricated PFN: prefinished PLAM: plastic laminate PLAS: plaster PLMB: plumbing(er) PL: plate PNL: panel PT: paint PR or P: pair PT: pressure treated PRF: preformed PSI: pounds per square inch PWD or PLYWD: plywood QT: quarry tile RAD: radius RB: rubber base RD: roof drain RE: reinforce(ed)(ing) REF: reference REQ'D: required REV: revision(s) or revised RFT: rubber floor tile RFG: roofing RM: room RO: rough opening RSF: resilient sports flooring RSL: rubber stair landings RSR: rubber stair risers RST: rubber stair treads RT: rubber tile RWC: rainwater conductor S: south SC: stained concrete SCH or SCHED: schedule SECT: section SFCMU: split face cmu SF or SQFT: square foot SGT: structural glazed facing tile SHT: sheet SHTG: sheathing SIM: similar SIN or SQIN: square inch SK: sink SPEC: specification SQ: square SS: solid surface SST: stainless steel ST: steel STA: station STD: standard STF: stiffener

@: at ACM: asbestos containing material ACT: acoustical ceiling tile AD: access door ADJ: adjustable AFF: above finish floor AL: aluminum ALT: alternate AP: access panel APPROX: approximate(ly) ARCH: architect(ural) ASSY: assembly AVG: average AWP: acoustic wall panel BD: board BLDG: building BLKG: blocking BM: bench mark BOT: bottom BO: bottom of BR: bumper rail BS: backsplash or both sides BSMT: basement BUR: built-up roof C: courses C/L: center line CB: chalkboard CC: cubical curtain CFMF: cold form metal framing CFT: cubic foot CG: corner guard CJ: control joint CL: closet CLG: ceiling CLR: clear CMT: ceramic mosaic tile CMU: concrete masonry unit COL: column CONC: concrete CONST: construction CONT: continue or continuous CONV: convector COORD: coordinate CPT: carpet CSWK: casework CT: ceramic tile CTR: counter CW: curtainwall CWT: ceramic wall tile CYD: cubic yard DF: drinking fountain DHW: domestic hot water DIA: diameter DIM: dimension DN: down

DIV: division DPCO: deck plate clean out DR: door DTL or DET: detail DWG: drawing E: east EA: each EB: expansion bolt EF: exhaust fan EIFS: exterior insulation finish system EL or ELEV: elevation ELEC: electric ENGR: engineer EPDM: ethylene propylene diene monomer EQ: equal EQP or EQUIP: equipment ETC: etcetera ETR: existing to remain EWC: electric watercooler EJ: expansion joint EXCA: excavation EXG: existing EXP: expansion or exposed EXT: exterior FAB: fabric FD: floor drain FE: fire extinguisher FEC: fire extinguisher cabinet FF: finish floor FIN: finish FLG: flashing FLR: floor FND: foundation FO: face of FP: fireproof or fire protection FR: fire rated FRG: fire rated glass FRP: fiber reinforced panel FSTN: fasten FTG: footing FUR: furred FWC: fabric wall covering GA: gauge GB: grab bar GCT: glazed ceramic tile GD or GR: grade GL: glass GPDW: gypsum drywall GV or GALV: galvanized GWT: glazed wall tile GYP: gypsum HM: hollow metal HORIZ: horizontal HPC: high performance coating

HR: hour HT or HGT: height HVAC: heating, ventilating, & air conditioning HW: hardware HWD: hardwood ID: inside diameter IG: insulating glass INS or INSUL: insulation INT: interior INV: invert ITFG: insulated tempered float glass INFO: information IWB: interactive white board JST: joist JC or JAN: janitor's closet JT: joint KP: kickplate LIN: linoleum LKR: locker LOC: location LLH: long leg horizontal LLV: long leg vertical MAS: masonry MAX: maximum MB: markerboard MECH: mechanical MEMB: membrane MEJ: masonry expansion joint MET: metal MFR: manufacture(er)(ed)

MIL: 1/1000"

MIN: minimum MISC: miscellaneous MO: masonry opening MS: machine screw MT or MTD: mount(ed) MTG: mounting MTL: material NO or #: number N: north NAT: natural NIC: not in contract NOM: nominal NTS: not to scale OC: on center OD: outside diameter OFCI: owner furnished contractor installed OH: overhead door OPG: opening OPP: opposite

STN: stain STOR: storage STRUCT: structural SUSP: suspend(ed) SVF: sheet vinyl flooring SY or SQYD: square yard T: tread TB: tackboard T&B: top and bottom T&G: tongue and groove TEMP: temperature or temporary TERR or TZ: terrazzo TH or THK: thick(ness) THD: threshold TLT or TOIL: toilet TO: top of TOC or T/C: top of concrete TOF or T/F: top of footing TOJ: top of joist TOM: top of masonry TOS: top of steel TOW: top of wall TP: translucent panel TPO: thermoplastic polyolefin TYP: typical UL: Underwriter's Laboratories, Inc.

UNO: unless noted otherwise VAT: vinyl asbestos tile VB: vapor barrier VCT: vinyl composition tile VERT: vertical VEST: vestibule VIF: verify in field VWF: vinyl wall fabric VIN: vinyl VWC: vinyl wall covering W: wide, width, or west W/: with W/O: without WCV: wall covering WD: wood WDV: wood veneer finish WI: wrought iron WIN: window WS: waterstop or weatherstripping WP: wall protection WSCT: wainscot WT: weight WWM: welded wire mesh

GRAPHIC SYMBOLS

W1

(ACCESSIBILITY

ICON)

(ROOM AREA)

101-1 V1

W1

S6

(INTERIOR

WINDOW ID)

(PARTITION

TYPE ID)

(DOOR ID)

(EXISTING DOOR)

(DEMO WALL) (DEMO DOOR)

(DEMO OBJECT)

DRAWING #

SHEET #

(DRAWING LABEL)

D RA WI NG TI TL E

(18 point font)

(9 point font)

(EXTERIOR

ELEVATIONS)

(BUILDING AND

WALL SECTIONS)

(DETAIL

CALLOUT)

B1 A3.01

(SINGLE INTERIOR

ELEVATION)

(EXTERIOR

WINDOW ID)

(LOUVER ID)

L1

A1 A3.02

0 10 20 ft (NORTH ARROW)

(GRAPHIC SCALE)

(REVISION

NOTE)

(DEMO KEYED NOTE)

(CONSTRUCTION

KEYED NOTE)

A

B

A

B

(MATCH LINE)

MB-1

(EQUIP. DESIGNATION)

ALIGN

A

B

C

D

A4.01

CLASSROOM

AREA : 782 SF

CLASSROOM

AREA : 782 SF

(ROOM NUMBER)

(ROOM NAME)

A1 A4.01

D2

A9.01

D.1

(COUNTER AND

BACKSPLASH:

SOLID LINE)

(CABINET ABOVE

COUNTER: LONG

DASHED LINE)

(CABINET BELOW

COUNTER: SHORT

DASHED LINE)

C1 A9.01

2 31

A

B

C

D

(COLUMN GRID)

(MULTI INTERIOR

ELEVATIONS)

(COLUMN ID)

ACOUSTIC CEILING

SYSTEM, 2X4 OR 2X2

AS SHOWN ON DWG

DRYWALL/PLASTER

SPRINKLER HEAD

2X2 LIGHT FIXTURE

2X4 LIGHT FIXTURE

LINEAR LED FIXTURE

DOWNLIGHT

2X2 EMERGENCY

2X4 EMERGENCY

LINEAR EMERGENCY

DOWNLIGHT EMERGENCY

HVAC SUPPLY DIFFUSER

HVAC RETURN GRILLE

HVAC LINEAR DIFFUSER

RADIANT CEILING PANEL

CABINET UNIT HEATER

S SPEAKER

OS OCCUPANCY SENSOR

FIRE DETECTORF

ACCESS PANEL

CR CORD REEL

CURTAIN TRACK

REFLECTED CEILING PLAN SYMBOLS

EXIT LIGHT WALL MT

EXIT LIGHT CEILING MT

REFLECTED CEILING PLAN SYMBOLS

GENERAL NOTES:

1. ALL NEW PARTITIONS ARE DIMENSIONED FROM FACE OF STEEL STUD OR FACE OF BLOCK, UNLESS OTHERWISE NOTED.

2. ALL STEEL STUDS SHALL HAVE 1 LAYER GPDW EACH SIDE, UNLESS NOTED OTHERWISE.

3. EXTEND ALL PARTITIONS, STUDS, AND GPDW TO DECK ABOVE, UNLESS NOTED OTHERWISE.

4. ALL DRYWALL TO BE 5/8” THICK, UNLESS NOTED OTHERWISE.

5. WHERE UNBALANCED DRYWALL SYSTEM IS USED, ADDITIONAL LAYER IS ON SYMBOL SIDE.

6. SEE SPECIFICATIONS FOR THICKNESS OF ACOUSTIC INSULATION.

7. SEE FINISH SCHEDULE FOR FINISHES INCLUDING PAINT, SPECIALTY COATINGS, TILE, VINYL WALL COVERINGS, ETC. AT

LOCATIONS SCHEDULED TO RECEIVE WALL TILE, PROVIDE CEMENTITIOUS BACKER BOARD IN LIEU OF GPDW.

8. REFER TO CODE COMPLIANCE DRAWINGS FOR LOCATION OF RATED WALLS.

9. WHERE GPDW DOES NOT EXTEND FROM FLOOR TO DECK ON BOTH SIDES OF METAL STUD WALLS, PROVIDE STEEL CHANNEL

AND CLIP ANGLE BRIDGING AS SPECIFIED AT 4'-0” MAXIMUM ON CENTER, FULL HEIGHT OF ASSEMBLY. WHERE STUD KNOCKOUTS DON'T ALIGN OR ARE BLOCKED BY OTHER CONSTRUCTION, PROVIDE METAL STRAPPING AS SPECIFIED ON BOTH

FACES OF STUDS AT SAME SPACING.

10. AT DEFLECTION TRACK LOCATIONS OF RATED WALLS, PROVIDE CHANNEL AND CLIP BRIDGING OR STRAPPING AT 1'-0” MAXIMUM

BELOW STRUCTURE ABOVE.

PARTITION TYPES

758" 8" CONCRETE MASONRY UNITS

* MINIMUM EQUIVALENT THICKNESS: 4.0

* STC: 47

* FIRE RESISTANCE RATING: 1, 2 HOURS WHERE

INDICATED ON DRAWINGS

* REFERENCE BCNYS TABLE 722.3.2 AND PARAGRAPH

722.3.2.3

M8

07/14/2026DRAWING DATE:

DIGITAL REPRODUCTIONS OF THESE

DRAWINGS SHALL NOT BE POSTED TO WEB

SITES WITHOUT THE DIRECT WRITTEN

PERMISSION OF THE ARCHITECT.

IT IS A VIOLATION OF THE STATE EDUCATION

LAW FOR ANY PERSON, UNLESS UNDER THE

DIRECTION OF A LICENSED ARCHITECT TO

ALTER THIS DOCUMENT IN ANY WAY.

ALTERATIONS MUST HAVE THE SEAL AFFIXED

ALONG WITH THE DESCRIPTION OF THE

ALTERATION AND SIGNATURE AND DATE.

COPYRIGHT ©.

M A

D

IS

O N

C O

U N

TY

H

IG

H

W

AY

G A

R A

G E

O

FF

IC

E

A R

E A

R E

N O

VA

TI

O N

N O

R

TH

C O

U R

T

ST

R E

ET

W

AM

PS

VI

LL

E , N

Y

A1.01

SCALE:

DRAWING TITLE:

As Noted

DEMO, FLOOR AND

REFLECTED CEILING

PLANS

A

B

C

D

E

1 2 3 4 5 6

DRAWN BY:

CONSTRUCTION GENERAL NOTES

A. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.

B. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN DRAWINGS, SCHEDULES,

AND/OR SPECIFICATIONS FOR CLARIFICATION.

C. ALL DIMENSIONS ARE TAKEN FROM FACE OF STUD OR CMU UNLESS NOTED OTHERWISE. AT

EXISTING PARTITIONS, DIMENSIONS ARE TAKEN FROM FACE OF EXISTING FINISH.

D. WHERE NEW MASONRY IS BEING INSTALLED NEXT TO EXISTING MASONRY, TOOTH

MASONRY IN AT ALL LOCATIONS, UNLESS OTHERWISE NOTED.

E. WHERE EQUIPMENT/ CASEWORK WAS REMOVED FROM EXISTING WALLS, PATCH WALLS TO

MATCH ADJACENT EXISTING SURFACES OR TO RECEIVE NEW FINISHES AS SCHEDULED.

F. WHERE EXISTING WALLS WERE REMOVED, PATCH WALLS AND FLOORS TO MATCH

ADJACENT EXISTING SURFACES OR TO RECEIVE NEW FINISHES AS SCHEDULED.

G.

WHERE EXISTING DOOR FRAMES ARE SCHEDULED TO BE REPAINTED, EXISTING PRIMER

AND PAINT ARE TO BE SANDED DOWN TO A SMOOTH SURFACE BEFORE NEW COATS OF

PRIMER AND PAINT ARE APPLIED. REFER TO DOOR/FINISH SCHEDULES FOR DOOR FRAMES

OF SPLIT COLORS.

H.

THE GENERAL CONTRACTOR SHALL BE RESPONSIBILE FOR CUTTING AND PATCHING OF

EXISTING AND/OR NEW WALLS, FLOORS, ROOFS, ETC. AND COORDINATING WITH MEP

TRADES.

CONSTRUCTION KEYED NOTES

CONSTRUCTION KEYED NOTES ARE INDICATED ON DRAWINGS WITH A CIRCLE.

NOT ALL NOTES LISTED BELOW APPLY TO THIS SHEET.

1 ALIGN FACE OF NEW WALL WITH FACE OF ADJACENT EXISTING WALL, BOTH SIDES WHERE

APPLICABLE.

2 INFILL EXISTING OPENING AS INDICATED. ALIGN FACE OF NEW CONSTRUCTION WITH FACE

OF EXISTING, BOTH SIDES. FINISH TO MATCH ADJACENT OR AS SCHEDULED.

3 LAMINATE 5/8" GPDW TO EXISTING CMU WALL AS INDICATED TO 6" ABOVE CEILING, TYP.

RETURN TO DOOR/WINDOW/VISION PANEL FRAME WHERE APPLICABLE.

4 FURNISH & INSTALL NEW WALL EXPANSION JOINT COVER AS SPECIFIED.

5 FURNISH & INSTALL NEW FLOOR EXPANSION JOINT COVER AS SPECIFIED.

6 FLOOR MOUNTED TOILET PARTITION. SEE SPECIFICATIONS.

FURNISH & INSTALL COUNTERTOP GRILLE WITH PENCIL PROOF VENT AT LOCATIONS

INDICATED. COORDINATE WITH FIN TUBE AND HVAC DRAWINGS. REFER TO CASEWORK

DETAILS AND SPECIFICATIONS FOR DESCRIPTION.

8 PROVIDE BLOCKING AS REQUIRED FOR SMARTBOARD INSTALLATION BY DISTRICT.

COORDINATE WITH ELECTRICAL DRAWINGS.

EX.23 EX.24 EX.25 EX.26

EX.F

EX.G

EX.H

EX.J

EX.K

EX.L

EX.M

MEN'S LOCKER RM.

OFFICE

CORRIDOR

TRUCK PARKING

TOILET

107A

OFFICE

W-1

W-1

FLOOR PLAN - PARTIAL

Scale: 1/4" = 1'-0"

B3 A1.01

KEYED CONSTRUCTION NOTES

REINFORCE CMU WALL WITH #5 REBAR @ 48" O.C. VERTICALLY (CENTERED), TYP. DRILL & EPOXY #5 BARS 5" MIN. INTO EXIST.

CONC. SLAB ON GRADE. LAP ALL BARS IN ACCORDANCE WITH MASONRY LAP SPLICE SCHEDULE. REINFORCE CMU WALLS W/ HORIZONTAL JOINT REINFORCING PER THE SPECIFICATIONS AND WITH 8" WIDE x 8" HIGH BOND BEAM AT TOP OF WALL. SEE TYPICAL WALL REINFORCING DETAILS FOR REINFORCING AROUND OPENINGS AND AT ENDS OF WALLS.

PROVIDE LINTEL L-1 ABOVE OPENING: (2) L6 x 3.5 x 5/16 LLV, GALVANIZED STEEL. 6" MIN. END BEARING.

PROVIDE LINTEL L-2 ABOVE OPENING: 8" WIDE x 8" HIGH BOND BEAM w/ (2) #5 REBAR CONTINUOUS.

W6x12 STEEL BEAM ABOVE CEILING, BEARING ON CMU WALLS WITH 1/2" x 5" x 7" BEARING PLATE ON 3/4" MIN. NON-SHRINK GROUT AT BOTH ENDS AND AT INTERMEDIATE MASONRY PIER. SEE TYPICAL BEAM BEARING ON MASONRY DETAIL. REFER TO

SECTION FOR INSTALL ELEVATION.

ANCHOR CMU WALL ENDS ABUTTING PERPENDICULAR EXISTING CMU WALL PER TYPICAL DETAIL ON A5.02.

HVAC CONDENSER ON PREFABRICATED STEEL ANGLE RACK ATTACHED TO CMU. REFER TO SECTION DETAIL.

PAINTED PLYWOOD COUNTER @ 34" A.F.F.

PROVIDE LINTEL L-3 ABOVE LOUVER OPENING: (2) L4 x 3 x 5/16 LLV GALVANIZED STEEL. REFER TO HVAC DWGS. AND

TYPICAL DETAIL. MODIFY METAL SIDING AS REQUIRED.

D4 A3.01

6'-4"3'-4"

M.O.

4'-8"

4' -0

4'

-0

M .O

4' -0

4'

-0

M .O

2' -8

'-8

14'-4"

1'-0"

EXISTING

FFE: 0'-0"

T.O. SLAB: -0'-2"

EXISTING

FFE: 0'-0"

T.O. SLAB: -0'-3"

EXISTING

T.O. SLAB: -0'-7"

@ TRENCH DRAIN

EXISTING

T.O. SLAB: 0'-0"

@ PERIM. (SLOPES

TO TRENCH DRAIN)

EXISTING

T.O. SLAB: 0'-0"

@ PERIM. (SLOPES

TO TRENCH DRAIN)

B6 A3.01

D5 A3.01

M8

M8

M8

1'-0"

MIN.

2'-4"

M8

#5 VERT.

REBAR, TYP.

W- 1

W- 1

1 07

KEY PLAN

Scale: 1/32" = 1'-0"

A6 A1.01

B1 A1.01

B3 A1.01

B6 A1.01

REFLECTED CEILING PLAN GENERAL NOTES

A. REFER TO LEGEND FOR REFLECTED CEILING PLAN SYMBOLS.

B. REFER TO FINISH LEGEND / SCHEDULE AND SPECIFICATIONS FOR CEILING FINISHES AND

SYSTEMS.

C. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN REFLECTED CEILING

PLAN AND HVAC / ELECTRICAL / FIRE PROTECTION / PLUMBING DRAWINGS.

D. CENTER GRID IN THE N, S, E, & W DIRECTIONS OF ALL SPACES UNLESS NOTED OR SHOWN

OTHERWISE. CEILING TILE ALONG THE WALL SHALL NOT BE LESS THAN 3".

E.

INSTALL ALL CEILING MOUNTED EQUIPMENT IN THE CENTER OF CEILING TILE, UNLESS

NOTED OR SHOWN OTHERWISE. IF DEVICE IS SHOWN TO ONE SIDE OF TILE (I.E. 2 X 4),

CENTER DEVICE IN THAT HALF OF THE TILE.

F.

COORDINATE CEILING MOUNTED EQUIPMENT SUCH AS PIPES, DUCTWORK, CONDUITS,

DATA, A/V CABLING / WIRING, AND FIXTURE SIZES AND LOCATIONS WITH HVAC / ELECTRICAL

/ FIRE PROTECTION / PLUMBING DRAWINGS.

G. GENERAL CONTRACTOR TO COORDINATE WITH ELECTRICAL DRAWINGS FOR LIGHT

FIXTURE TYPES, QUANTITY, AND LAYOUT.

H.

DAMAGE TO ANY CEILING TILE OR GRID THAT IS SCHEDULED TO BE REMOVED AND

REINSTALLED SHALL BE REPLACED WITH THE SAME PRODUCT BY THE G.C. PRIOR TO

REINSTALLATION.

I. NEW CEILINGS TO BE INSTALLED AT EXISTING CEILING HEIGHT UNLESS NOTED OTHERWISE.

J. ALIGN FACE OF SOFFIT / BULKHEAD WITH FACE OF WALL, BOTH SIDES WHERE APPLICABLE, UNLESS NOTED OTHERWISE.

ACOUSTIC CEILING

SYSTEM, 2X4 OR 2X2

AS SHOWN ON DWG

DRYWALL/PLASTER

SPRINKLER HEAD

2X2 LIGHT FIXTURE

2X4 LIGHT FIXTURE

LINEAR LED FIXTURE

DOWNLIGHT

2X2 EMERGENCY

2X4 EMERGENCY

LINEAR EMERGENCY

DOWNLIGHT EMERGENCY

HVAC SUPPLY DIFFUSER

HVAC RETURN GRILLE

HVAC LINEAR DIFFUSER

RADIANT CEILING PANEL

CABINET UNIT HEATER

S SPEAKER

OS OCCUPANCY SENSOR

FIRE DETECTORF

ACCESS PANEL

CR CORD REEL

CURTAIN TRACK

REFLECTED CEILING PLAN SYMBOLS

EXIT LIGHT WALL MT

EXIT LIGHT CEILING MT

EX.23 EX.24 EX.25 EX.26

EX.F

EX.G

EX.H

EX.J

EX.K

EX.L

EX.M

MEN'S LOCKER RM.

OFFICE

CORRIDOR

TRUCK PARKING

TOILET

107A

OFFICE

W-1

W-1

REFLECTED CEILING PLAN - PARTIAL

Scale: 1/4" = 1'-0"

B6 A1.01

EXISTING CEILING ASSEMBLY

TO REMAIN. REMOVE AND

REINSTALL WHERE REQUIRED

FOR NEW HVAC SYSTEM

ACCESS.

NEW DIFFUSER/GRILLE, REFER

TO HVAC DWGS., TYP.

8'-0"

EX.23 EX.24 EX.25 EX.26

EX.F

EX.G

EX.H

EX.J

EX.K

EX.L

EX.M

MEN'S LOCKER RM.

OFFICE

CORRIDOR

TRUCK PARKING

TOILET

107A

OFFICE

DEMOLITION PLAN - PARTIAL

Scale: 1/4" = 1'-0"

B1 A1.01

M.1

D.1 M.2

3'-4" 2'-8"

EXISTING UTILITY

SERVICE TO REMAIN

D.2D.2

D.2

D.2

DEMOLITION GENERAL NOTES

GN-1 NOTIFY THE ARCHITECT, IN WRITING, IMMEDIATELY UPON DISCOVERY OF ANY

DISCREPANCY AND/OR INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS.

GN-2

THE GENERAL CONTRACTOR SHALL REFER TO SPECIFICATION SECTION 011100 "SUMMARY

OF WORK" FOR A GENERAL DESCRIPTION OF THE SCOPE OF WORK ASSOCIATED WITH

DEMOLITION.

GN-3 WORK SHALL NOT INTERFERE WITH LEGAL FIRE EXITS. ALL CORRIDORS AND STAIRS SHALL

BE MAINTAINED CLEAR AT ALL TIMES.

GN-4

THE GENERAL CONTRACTOR SHALL BEAR RESPONSIBILITY OF CUTTING AND PATCHING OF

EXISTING AND/OR NEW WALLS, FLOORS, ROOFS, ETC. THE GENERAL CONTRACTOR SHALL

BE RESPONSIBLE FOR REVIEWING AND COORDINATING WITH HVAC, ELECTRICAL,

PLUMBING, AND ROOFING DRAWINGS FOR ANY ADDITIONAL DEMOLITION WORK

ASSOCIATED WITH CUTTING & PATCHING.

GN-5

PENETRATIONS, OPENINGS, CHASES, ETC. FOR MECHANICAL, PLUMBING, ELECTRICAL, AND

ROOFING WORK ARE SHOWN FOR COORDINATION PURPOSES ONLY. DIMENSIONS AND

LOCATIONS MUST BE VERIFIED AND COORDINATED WITH OTHER TRADES PRIOR TO

CONSTRUCTION.

GN-6

SEAL ALL OPENINGS CAUSED BY REMOVAL OF EXTERIOR DOORS, WINDOWS, WALLS, ETC.

AT THE END OF EACH SHIFT WITH SECURELY ANCHORED PLYWOOD CLOSURES UNTIL

PERMANENT CLOSURES ARE INSTALLED.

GN-7

ALL EXISTING STRUCTURE, FINISHES, AND EQUIPMENT TO REMAIN SHALL BE PROTECTED

FROM DAMAGE THROUGHOUT THE DURATION OF CONSTRUCTION. EXISTING STRUCTURE,

FINISHES, AND EQUIPMENT DAMAGED OR REMOVED DUE TO DEMOLITION OR NEW WORK

SHALL BE REPAIRED AND/OR PATCHED WITH MATCHING CONSTRUCTION AND FINISHES.

GN-8

WHERE INTERIOR PARTITIONS ARE TO BE REMOVED AND NOT REPLACED, THE GENERAL

CONTRACTOR IS RESPONSIBLE FOR PROVIDING A LEVEL TRANSITION BETWEEN THE TWO

ADJACENT FLOORS AND/OR WALL SURFACES. IN NO CASE SHALL THE SLOPE OF THE

FLOOR TRANSITION BE GREATER THAN 1/16 INCH PER FOOT.

GN-9

NOTED EXISTING AND NEW SURFACES ARE TO BE PREPARED TO RECEIVE NEW FINISHES,

INCLUDING FINISH PATCHING OF NEW AND EXISTING HOLES / VOIDS / CRACKS AND

CLEANING OF SURFACES AS PER MANUFACTURER'S INSTRUCTIONS, ETC.

GN-10

PENETRATIONS, OPENINGS, CHASES, ETC. FOR MECHANICAL, ELECTRICAL, AND/OR

PLUMBING WORK ARE SHOWN FOR COORDINATION PURPOSES. DIMENSIONS OF

OPENINGS/PENETRATIONS AND LOCATIONS MUST BE VERIFIED AND COORDINATED WITH

OTHER TRADES PRIOR TO CONSTRUCTION.

GN-11

THE GENERAL CONTRACTOR SHALL REFER TO THE STRUCTURAL DRAWINGS FOR

REMOVALS OF STRUCTURAL COMPONENTS, INCLUDING PENETRATIONS FROM OTHER

CONTRACTORS' WORK.

GN-12 THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT AND OWNER FOR

THE EXACT LOCATION OF NEW AND/OR RELOCATED ITEMS.

GN-13 REFER TO DRAWING A0.00 FOR SYMBOLS THAT APPLY TO THIS SHEET AS WELL AS

DEMOLITION DRAWINGS.

DEMOLITION KEYED NOTES

DEMOLITION KEYED NOTES ARE INDICATED ON DRAWINGS WITH A SQUARE.

NOT ALL NOTES LISTED BELOW APPLY TO THIS SHEET.

D. INTERIOR WALL AND FINISH DEMOLITION

WALL CONSTRUCTION:

D.1

CUT OPENING IN MASONRY WALL CONSTRUCTION WHERE INDICATED. INSTALL LINTEL AS

REQUIRED. TOOTH IN BOTH JAMBS OF OPENING WITH FINISHED CONCRETE BLOCKS TO

MATCH EXISTING.

D.2

CUT OPENING IN MASONRY WALL CONSTRUCTION ABOVE CEILING SYSTEM FOR HVAC DUCT

OR LOUVER. INSTALL LINTEL AS REQUIRED IN EXTERIOR WALL OPENINGS. COORDINATE

WITH HVAC EQUIPMENT/DWGS.

G. CEILING DEMOLITION

G.1

CAREFULLY REMOVE A PORTION OF LAY-IN CEILING AND SUSPENSION SYSTEM AS REQUIRED

FOR NEW WORK. HATCH INDICATES APPROXIMATE SIZE AND LOCATION OF REMOVALS.

COORDINATE WITH CONSTRUCTION DRAWINGS. STORE SUSPENSION SYSTEM AND TILE IN

SAFE PLACE FOR REINSTALLATION AT COMPLETION OF WORK. EXISTING SUSPENSION

SYSTEM AND TILES TO BE REWORKED TO ACCOMMODATE NEW CONSTRUCTION. GC IS

RESPONSIBLE FOR REPLACING ANY DAMAGED TILE OR GRID TO MATCH EXISTING.

H. EXTERIOR DEMOLITION

H.1

REMOVE A PORTION OF EXTERIOR WALL CONSTRUCTION WHERE INDICATED. EXISTING

COLUMNS AND BEAMS TO REMAIN. SHORE EXISTING FASCIA CONSTRUCTION AS NEEDED

UNTIL NEW WALL CONSTRUCTION IS IN PLACE.

K. FLOOR DEMOLITION

K.1

REMOVE VINYL TILE, BASE, AND MASTIC COMPLETE. REMOVE REMAINING MASTIC [WITH

SOLVENT ACCEPTABLE TO ARCHITECT AND NEW FLOORING MANUFACTURER] [BY BEAD

BLASTING]. PREPARE SLAB FOR NEW FINISH AS SCHEDULED AND IN MANNER REQUIRED BY

NEW FINISH MANUFACTURER.

M. MISCELLANEOUS DEMOLITION

M.1

FLAMMABLE STORAGE CABINET: DISCONNECT PVC VENT, RELOCATE CABINET AND

EXTEND/RECONNECT PVC VENT PIPE IN NEW LOCATION. EXISTING EXTERIOR WALL

PENETRATION TO REMAIN.

M.2 REMOVE WINDOW A/C UNIT IN WALL AND TURN OVER TO OWNER.

N. COORDINATION WITH ABATEMENT & MEP TRADES DEMOLITION

N.1 HVAC CONTRACTOR TO REMOVE UNIT VENTILATOR AND FIN TUBE COVER. STORE ON SITE

FOR REINSTALLATION AFTER [ABATEMENT] WORK HAS BEEN COMPLETED.

N.2 HVAC CONTRACTOR TO REMOVE UNIT VENTILATOR. PATCH EXG. FLOOR/ CONCRETE SLAB

SCHEDULED TO REMAIN AS REQUIRED BY NEW FINISHES.

N.3

AFTER FLOOR DRAIN REMOVAL BY PLUMBING CONTRACTOR, SCARIFY CONCRETE SLAB

SURFACE AT AREA SLOPED TO FLOOR DRAIN AND FILL DEPRESSION WITH SELF-LEVELING

CEMENTITIOUS UNDERLAYMENT, UP TO LEVEL WITH FINISHED SLAB SURFACE.

N.4 AFTER [WATER CLOSET] [LAVATORY] REMOVAL BY PLUMBING CONTRACTOR, PATCH

REMAINING SURFACES [TO MATCH EXISTING] [TO RECEIVE NEW FINISH AS SCHEDULED].

07/14/2026DRAWING DATE:

DIGITAL REPRODUCTIONS OF THESE

DRAWINGS SHALL NOT BE POSTED TO WEB

SITES WITHOUT THE DIRECT WRITTEN

PERMISSION OF THE ARCHITECT.

IT IS A VIOLATION OF THE STATE EDUCATION

LAW FOR ANY PERSON, UNLESS UNDER THE

DIRECTION OF A LICENSED ARCHITECT TO

ALTER THIS DOCUMENT IN ANY WAY.

ALTERATIONS MUST HAVE THE SEAL AFFIXED

ALONG WITH THE DESCRIPTION OF THE

ALTERATION AND SIGNATURE AND DATE.

COPYRIGHT ©.

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A3.01

SCALE:

DRAWING TITLE:

As Noted

WALL SECTIONS &

DETAILS

A

B

C

D

E

1 2 3 4 5 6

DRAWN BY:

SECTION DETAIL

Scale: 3/4" = 1'-0"

B6 A3.01

T.O. CMU / T.O. STEEL

9'-4"

LEVEL 1

0'-0"

M.O. SILL

3'-4"

M.O. HEAD

7'-4"

2' -8

C O

U R

S E

S

4' -0

C O

U R

S E

S

2' -0

(3 C

O U

R S

E S

9' -4

(1

C

O U

R S

E S

T.O. EXIST. CMU (EXT. WALL)

14'-0"

'-0

E X

IS

T.

C O

U R

S E

S

8" CMU WALL, REINFORCED w/ VERT. #5 REBAR

@ 48" O.C. (CENTERED) AND HORIZ. JOINT REINF.

(NOT SHOWN) PER SPECS.

H.M. WINDOW

BOND BEAM LINTEL, L-2

ACT-1 SUSP. ACOUSTICAL CEILING SYSTEM

8' -0

" C E

IL

IN

G H

E

IG

H T

PREFIN. METAL ROOFING

SYSTEM

T.O. CONC. CURB

0'-8"

T.O. EXIST. FLR.

VARIES

8"

EXISTING EXTERIOR TRANSLUCENT WALL PANEL

SYSTEM TO REMAIN

EXISTING EXTERIOR CMU WALL SYSTEM

TO REMAIN

1'-0"

BOND BEAM w/ (2) #4 REBAR @ SILL

CONT. NON-SWELLING WATERSTOP

8" WIDE x 8" HIGH BOND BEAM w/ (2) #4 REBAR CONTINUOUS

SEALED CEMENTITIOUS TOPPING

OVER SHOTBLASTED EXIST. 6" +/-

CONC. SLAB ON GRADE

CONT. PREFIN. METAL CLOSURE STRIP

PREFIN. METAL CLOSURE TRIM

w/ DRIP EDGE

PREFIN. METAL OR PVC TRIM

CLOSURE

2x6 F.R.T. WOOD BLOCKING, CONT.

BETWEEN TRUSSES, TYP.

3/4" T&G FIRE TREATED

PLYWOOD, TYP.

DESIGN-DELEGATED

PREFABRICATED CFMF

TRUSSES @ 24" O.C.

DRILL & EPOXY #5 REBAR @ 48" O.C. INTO

EXISTING SLAB w/ 5" MIN. EMBED

CONT. 8" WIDE CONCRETE CURB, REINFORCED w/

(2) #4 REBAR CONTINUOUS. INSTALL (2) 2'-0" x 2'-0"

L-SHAPED CORNER BARS AT WALL CORNER.

8' -8

" V .I.

F.

HVAC MANUF. PREFAB.

MOUNTING BRACKET, POWDER

COATED. MOUNT TO CONCRETE

BLOCK WITH MIN. OF (4) 3/8" DIA.

STAINLESS STEEL HEX-HEAD

SLEEVE ANCHORS (HILTI HLC

OR EQ.) WITH 1.5" EMBEDMENT.

PROVIDE A MIN. OF (2)

ANCHORS IN THE PROVIDED

ANCHOR HOLES IN THE TOP

HORIZONTAL PORTION AND (1)

ANCHOR IN THE PROVIDED

ANCHOR HOLES NEAR THE

BOTTOM OF EACH OF THE TWO

VERTICAL LEGS OF THE

BRACKET. REFER TO HVAC

DWGS.

HVAC UNIT, REFER TO HVAC

DWGS.

REMOVE PORTION OF METAL PANEL

TO ALLOW BRACKET TO BE

DIRECTLY MOUNTED TO EXISTING

CONCRETE BLOCK. TRIM AROUND

PERIMETER OF FRAME WITH

MATCHING METAL TRIM.

PREFIN. .040" METAL FLASHING

ABOVE & BELOW FRAME, TYP.

15# FELT PAPER

UNDERLAYMENT, TYP. 362S162-43 CONT. BOTTOM CHORD

BRIDGING AT/NEAR MIDSPAN.

FASTEN TO EACH TRUSS AND AT

ENDS W/ (2) #10 SCREWS

12 GA. GALV. BYPASS SLIDE CLIP CONNECTOR

(SIMPSON SC32 OR EQ.). FASTEN TO CFMF TRUSS

CHORD W/ (2) #10 SCREWS. FASTEN TO CMU WALL

W/ (2) 1/4" DIA. TAPCONS W/ 1 1/4" EMBED, TYP.

EVERY OTHER TRUSS, TOP & BOTTOM.

362S162-43 CONT. DIAG. BRACING.

FASTEN TO EACH TRUSS W/ (2) #10

SCREWS AND FASTEN TO CMU WALL

BOTH ENDS W/ GALV. L3x3x12 GA. x 5"

LONG CLIP (SIMPSON RCA335/97 OR

EQ.). FASTEN BRACE TO CLIP W/ (4)

#10 SCREWS. FASTEN CLIP TO CMU

WALL W/ (2) 1/4" DIA. TAPCONS W/ 1

1/4" MIN. EMBED.

FASTEN EACH TRUSS TO STEEL BEAM

W/ GALV. L4x2x12 GA. LLV x 3 1/2" LONG

CLIP (CLARK DIETRICH T973 OR EQ.).

FASTEN TO TRUSS CHORD WEB W/ (4)

#10 SCREWS. FASTEN TO BEAM TOP

FLANGE W/ (2) #12 SCREWS.

W6x12 BEAM CONTINUOUS. BEAR AND

ANCHOR TO CMU AT BOTH ENDS AND AT

INTERIOR SUPPORT PIER PER TYPICAL

BEAM BEARING DETAIL ON A5.02.

EX.23 EX.24 EX.25 EX.26

EX.F

EX.G

EX.H

EX.J

EX.K

EX.L

EX.M

MEN'S LOCKER RM.

OFFICE

CORRIDOR

TRUCK PARKING

TOILET

107A

OFFICE

FLOOR LEVELING PLAN - PARTIAL

Scale: 1/4" = 1'-0"

B3 A3.01

KEYED FLOOR FINISH NOTES

PREPARE EXISTING SLAB BY SHOT BLASTING. NSTALL CEMENTITIOUS TOPPING TO BRING FINISH FLOOR TO ELEVATIONS INDICATED. SLOPE COATING IN AREAS INDICATED TO MEET EXISTING FLOOR ELEVATIONS. DO NOT EXCEED 1:20 SLOPE.

PROVIDE LEVEL AREA AT DOORWAYS AS NOTED. WHERE NEEDED, INSTALL TOPPING IN SECTIONS BASED ON TOPPING THICKNESS RESTRICTIONS AND NEED TO EXTEND BAG MIX WITH WASHED STONE AGGREGATE FOR THICKER PLACEMENTS.

CLEAN SURFACE AND SEAL TOPPING NEAR END OF CONSTRUCTION PERIOD. STRICTLY FOLLOW APPROVED TOPPING

MANUFACTURERS INSTALLATION GUIDELINES.

EXISTING

FFE: 0'-0"

T.O. SLAB: -0'-2"

EXISTING

FFE: 0'-0"

T.O. SLAB: -0'-3"

EXISTING

T.O. SLAB: -0'-7"

@ TRENCH DRAIN

EXISTING

T.O. SLAB: 0'-0"

@ PERIM. (SLOPES

TO TRENCH DRAIN)

EXISTING

T.O. SLAB: 0'-0"

@ PERIM. (SLOPES

TO TRENCH DRAIN)

LEVEL PORTION AT DOOR

CLEARANCE, TYP. (FFE: 0'-0")

5' -0

M

IN

5'-0" MIN.

4' -0

M

IN

EXISTING

FFE: 0'-0"

T.O. SLAB: VARIES

SLOPE TO MEET EXISTING

T.O. SLAB, TYP.

SECTION DETAIL

Scale: 3/4" = 1'-0"

D5 A3.01

T.O. CMU

9'-4"

PREFIN. METAL ROOFING SYSTEM

PREFIN. METAL CLOSURE TRIM w/ DRIP EDGE

3/4" T&G FIRE TREATED PLYWOOD

CFMF TRUSSES @ 24" O.C.

3/4" T&G FIRE TREATED PLYWOOD

FRP PANEL SYSTEM WITH PERIMETER

TRIM AND EXPOSED FASTENERS

EXISTING CMU WALL BEYOND

FASTEN EACH TRUSS TO STEEL BEAM (BEYOND) W/

GALV. L4x2x12 GA. LLV x 3 1/2" LONG CLIP (CLARK

DIETRICH T973 OR EQ.). FASTEN TO TRUSS CHORD

WEB W/ (4) #10 SCREWS. FASTEN TO BEAM TOP

FLANGE W/ (2) #12 SCREWS.

W6x12 BEAM (BEYOND). BEAR

AND ANCHOR TO CMU AT BOTH

ENDS AND AT INTERIOR

SUPPORT PIER PER TYPICAL

BEAM BEARING DETAIL ON A5.02.

8" CMU WALL, REINFORCED w/ VERT. #5

REBAR @ 48" O.C. (CENTERED) AND HORIZ.

JOINT REINF. (NOT SHOWN) PER SPECS.

362S162-43 CONT. BOTTOM

CHORD BRIDGING AT/NEAR

MIDSPAN. FASTEN TO EACH

TRUSS AND AT ENDS W/ (2)

#10 SCREWS

EXISTING MASONRY WALL

TO REMAIN

8" WIDE x 8" HIGH BOND BEAM w/ (2) #4 CONT.

600T125-43 TRACK, TYP. TOP & BOT.

600S162-43 STUDS 16" O.C. FASTEN TO

TRACKS W/ #10 SCREW EACH FACE.

600S162-43 BLOCKING & DIAG. BRACE

24" O.C. IN END BAY

FASTEN TRACK TO BOND BEAM W/ 1/4" DIA. TAPCONS

(STAGGERED) 16" O.C. W 1 1/4" MIN. EMBED.

L5x3x1/4 LLV x 10" LONG AT BOT.

CHORD BRIDGING. FASTEN TO

CMU WALL W/ (2) 1/2" DIA. SLEEVE

ANCHORS (HILTI HLC OR EQ.) 8"

O.C. W/ 1 1/2" MIN. EMBED.

SLOPING CONT. L5x3x1/4 LLV.

FASTEN TO CMU WALL W/ 1/2"

DIA. SLEEVE ANCHORS (HILTI

HLC OR EQ.) 24" O.C. W/ 1 1/2"

MIN. EMBED.

#10 SELF-DRILLING SCREWS

@ 6" O.C.

#10 SELF-DRILLING SCREWS @ 6" O.C. (STAGGERED)

PLAN DETAIL

Scale: 3/4" = 1'-0"

D4 A3.01

EXISTING WINDOW

ASSEMBLY TO REMAIN

USE FINISH CMU UNIT AT

END OF WALL, TYP.

CONT. .050" PREFIN.

ALUM. FLASHING TRIM AT

END OF BLOCK WALL,

TYP.

EXISTING WALL, TYP.

1'-0" MIN.

ANCHOR WALL END TO EX.

CMU WALL ABOVE AND

BELOW EX. WINDOW PER

TYPICAL DETAIL ON A5.02.

#5 VERT. WALL

REINFORCING. GROUT

CORES SOLID FULL HEIGHT.

TYP. LOUVER DETAIL

Scale: 3/4" = 1'-0"

E5 A3.01

LOUVER, REFER TO HVAC

DWGS.

EXISTING WALL ASSEMBLY

REMOVE PORTION OF METAL

PANEL TO INSTALL LOUVER. TRIM

AROUND PERIMETER OF LOUVER

WITH MATCHING METAL TRIM.

PREFIN. .040" METAL

FLASHING ABOVE & BELOW

FRAME, TYP.

NOTE: SEE KEYED NOTES ON PLAN FOR GALV.

STEEL LINTEL OVER LOUVER OPENING

A

2" AS SCHD. 2"

A S

S C

H D

4"

DOOR FRAMES

1/4" = 1'-0"

A4 A5.01

G

8" 8"VARIES

9" 2'

-9

3' -6

DOOR TYPES

1/4" = 1'-0"

A5 A5.01

1/4" CLEAR TEMPERED SAFETY

GLASS

MARK DESCRIPTION DATE

Issued for Construction

07/14/2026DRAWING DATE:

DIGITAL REPRODUCTIONS OF THESE

DRAWINGS SHALL NOT BE POSTED TO WEB

SITES WITHOUT THE DIRECT WRITTEN

PERMISSION OF THE ARCHITECT.

IT IS A VIOLATION OF THE STATE EDUCATION

LAW FOR ANY PERSON, UNLESS UNDER THE

DIRECTION OF A LICENSED ARCHITECT TO

ALTER THIS DOCUMENT IN ANY WAY.

ALTERATIONS MUST HAVE THE SEAL AFFIXED

ALONG WITH THE DESCRIPTION OF THE

ALTERATION AND SIGNATURE AND DATE.

COPYRIGHT ©.

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A5.01

SCALE:

DRAWING TITLE:

As Noted

DOOR & WINDOW

SCHEDULE

A

B

C

D

E

1 2 3 4 5 6

DRAWN BY:

DOOR SCHEDULE

DOOR FRAME ASSEMBLY HDWR

SET # KEYED NOTES

DOOR NO. TYPE WIDTH HEIGHT THICK. MATERIAL GLASS TYPE HEAD DETAIL JAMB DETAIL WALL DEPTH FINISH LABEL

FIRST FLOOR

107 F 3'0" 7'0" 1 3/4" HM GL-1 HM B4/A5.01 B5/A5.01 7 5/8" PT-2 - 01 1

GENERAL NOTES

A. REFER TO SPECIFICATION SECTION 088000 'GLAZING' FOR ALL GLAZING TYPES.

B. FIELD VERIFY DEPTHS OF EXISTING WALLS SCHEDULED TO RECEIVE NEW DOORS / FRAMES.

C. NOTE: FRAME DEPTHS = WALL DEPTH + 1", UNLESS OTHERWISE NOTED.

KEYED NOTES

1. PROVIDE 4" HIGH FRAME AT HEAD OF DOOR (TO MEET BLOCK COURSING).

FINISH LEGEND

FINISH MANUFACTURER STYLE COLOR NOTES

ACOUSTICAL CEILING TILE

ACT-1 USG MARS ACOUSTICAL PANELS, 2' X 2' WHITE SLT EDGE PROFILE (ANGLED TEGULAR) w/ CLIMAPLUS PERFORMANCE 15/16" GRID, WHITE.

CONCRETE (FINISHED)

CONC-1 CONCRETE SEALER CLEAR

PAINT

PT-1 (FIELD) SHERWIN WILLIAMS MATCH EXISTING MATCH EXISTING

PT-2 (DOOR AND FRAME) SHERWIN WILLIAMS MATCH EXISTING MATCH EXISTING

--- NO FINISHES

EXG EXISTING FINISH TO REMAIN

EXPOSED EXPOSED CEILING

FINISH SCHEDULE

ROOM

NO. ROOM NAME FLOOR BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING KEYED

NOTESFINISH FINISH FINISH FINISH FINISH FINISH FINISH

FIRST FLOOR

107A OFFICE CONC-1 - PT-1 PT-1 PT-1 PT-1 ACT-1

GENERAL NOTES

A. SEE INTERIOR ELEVATIONS, SECTIONS, REFLECTED CEILING PLANS, CONSTRUCTION AND FINISH FLOOR PLANS FOR FINISH LOCATIONS.

B. REFER TO REFLECTED CEILING PLANS FOR CEILING AND SOFFIT HEIGHTS.

KEYED NOTES

1.

NOTE: THIS FINISH SCHEDULE (DUMMY) POPULATES ONLY THE SPACE NAME AND

NUMBER FROM THE SPACE TAG OBJECTS. INPUT ALL OTHER FIELDS MANUALLY.

FINISH GENERAL NOTES

A.

NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN DRAWINGS, SCHEDULES AND

SPECIFICATIONS. REFER TO SUPPLEMENTARY GENERAL CONDITIONS FOR FURTHER

INFORMATION REGARDING CONSTRUCTION DOCUMENTS.

B. PAINT ALL NEW [INTERIOR/EXTERIOR] EXPOSED [LINTELS, TRIM, ETC..].LINTELS TO BE

[PAINT COLOR].

C. DOOR FRAMES TO BE PT-2 UNLESS NOTED OTHERWISE.

WALL TYPE

PER PLAN

GROUT JAMB BLOCK

CORE SOLID

FRAME ANCHORS PER

SPECIFICATION

SEALANT ALL AROUND BOTH

SIDES OF FRAME (TYP.)

HOLLOW METAL FRAME

2" 1 4"

834"

DOOR JAMB DETAIL

1 1/2" = 1'-0"

B5 A5.01

WALL TYPE

PER PLAN

HOLLOW METAL FRAME

SEALANT ALL AROUND BOTH

SIDES OF FRAME (TYP.)

GROUT CMU VOID SOLID

STEEL LINTEL

4" 1 4"

834"

DOOR HEAD DETAIL

1 1/2" = 1'-0"

B4 A5.01

NOTE: WINDOW HEAD DETAIL SIM, WITH 2" FRAME

INTERIOR WINDOW TYPES

1/4" = 1'-0"

A6 A5.01

W-1

2" 3'-8" 2"

2" 3'

-8

2"

4' -0

4'-0"

3' -4

HOLLOW METAL FRAME. PAINT

PT-2 BOTH SIDES, TYP.

1/4" CLEAR TEMPERED SAFETY

GLASS

B4 A5.01

B5 A5.01

SIM.

07/14/2026DRAWING DATE:

DIGITAL REPRODUCTIONS OF THESE

DRAWINGS SHALL NOT BE POSTED TO WEB

SITES WITHOUT THE DIRECT WRITTEN

PERMISSION OF THE ARCHITECT.

IT IS A VIOLATION OF THE STATE EDUCATION

LAW FOR ANY PERSON, UNLESS UNDER THE

DIRECTION OF A LICENSED ARCHITECT TO

ALTER THIS DOCUMENT IN ANY WAY.

ALTERATIONS MUST HAVE THE SEAL AFFIXED

ALONG WITH THE DESCRIPTION OF THE

ALTERATION AND SIGNATURE AND DATE.

COPYRIGHT ©.

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A5.02

SCALE:

DRAWING TITLE:

As Noted

STRUCTURAL NOTES &

DETAILS

A

B

C

D

E

1 2 3 4 5 6

DRAWN BY:

SHOWN ON PLAN AS

W = BEARING PLATE WIDTH

SEE BEARING PLATE SCHEDULE

W+1"

TYP BEAM BEARING ON MASONRY WALL DETAIL

GROUT OR MORTAR CMU CORES

SOLID MIN. (2) COURSES BELOW &

1'-4" WIDE BELOW BEARING.

MASON IN POCKET AFTER

BEAM ERECTION

NOTES: 1. IF BEAM BEARING OCCURS AT A BOND BEAM, DO NOT INTERRUPT BOND

BEAM REINFORCING. PROVIDE HOLES IN BEAM WEB AS REQUIRED TO RUN

BOND BEAM REINFORCING CONTINUOUS THROUGH BEAM BEARING(S)

1/2"x5"x7" BEARING PLATE

ON 3/4" NON-SHRINK GROUT

(2) 1/2" DIA. GRADE 36 ANCHOR RODS

W/ 12" MIN. EMBED.

WF BEAM

3/16 3/16

REINFORCED CMU WALL SCHEDULE

WALL

LOCATION WALL TYPE

OFFICE AREA

EXPANSION

ALL MASONRY

WALLS

WALL

THICKNESS

(NOMINAL)

VERTICAL REINFORCING SIZE & SPACING

FIELD END OF WALL (NOTE 2a)

8" #5 @ 48"

(1) #5 FOR M.O. < 4',

(2) #5 @ 8" FOR 4'<M.O.<6'

"FIELD" REINFORCING, TYP.

SEE SCHEDULE FOR SIZE &

SPACINGNOTES: 1. GENERAL:

a) ALL CMU WALLS SHOWN ON STRUCTURAL DRAWINGS ARE STRUCTURAL WALLS (LOAD-BEARING WALLS, SHEAR WALLS, RESIST OUT-OF-PLANE WIND OR SEISMIC LOADS, FIREWALLS, OR WALLS THAT ARE

STRUCTURAL FOR OTHER REASONS).

b) DO NOT LOCATE CMU CONTROL JOINTS WITHIN 16" OF A WALL OPENING JAMB IF A MASONRY LINTEL IS

INDICATED, U.N.O.

c) REINFORCING LAP LENGTHS SHALL BE PER THE LAP SPLICE SCHEDULE.

2. VERTICAL REINFORCING:

a) START "END OF WALL" REINFORCING WITHIN 16" OF OPENING JAMBS WITH END-BEARING STEEL LINTELS AND WITHIN 8" OF JAMBS WITH MASONRY LINTELS OR NON-END-BEARING STEEL LINTELS, WALL ENDS, CORNERS, AND EACH SIDE OF CONTROL JOINTS AND EXPANSION JOINTS. SEE "CASE 1" AND "CASE 2" DETAILS

BELOW FOR VERTICAL WALL REINFORCING AT WALL OPENING JAMBS.

b) VERTICAL REINFORCING SHALL BE CENTERED IN GROUTED CORES, U.N.O.

c) UNLESS NOTED OR DETAILED OTHERWISE, PROVIDE ONLY ONE VERTICAL REINFORCING BAR PER CORE.

d) VERTICAL REINFORCING IS FOR FULL HEIGHT OF WALL, U.N.O.

e) ALL VERTICAL BARS SHALL HAVE MATCHING DOWELS DRILLED AND EPOXIED 5 INCHES MINIMUM INTO THE

EXISTING CONCRETE SLAB ON GRADE.

3. HORIZONTAL REINFORCING:

a) MINIMUM REINFORCING AWAY FROM WALL OPENINGS:

1) BELOW FLOOR LEVELS, ROOF LEVELS, AND TOP OF WALLS - (2) #4'S IN KNOCK-OUT BLOCKS.

2) BELOW GRADE - LADDER-TYPE JOINT REINF. W/ 9 GA. SIDE WIRES, 8" O.C.

3) ABOVE GRADE - LADDER-TYPE JOINT REINF. W/ 9 GA. SIDE WIRES, 16" O.C.

b) REINFORCING ABOVE WALL OPENINGS: SEE APPLICABLE LINTEL SCHEDULE. REINFORCEMENT TO EXTEND GREATER OF 24" AND 40db BEYOND OPENING JAMBS, U.N.O.

c) REINFORCING BELOW WALL OPENINGS: REINFORCEMENT TO EXTEND GREATER OF 24" AND 40db BEYOND

OPENING JAMBS, U.N.O.

1) M.O.<8': 8"H KNOCK-OUT BLOCK W/ (2) #4 CONT.

2) 8'<M.O.<12': 8"H KNOCK-OUT BLOCK W/ (2) #5 CONT.

3) 12'<M.O.<18': 16"H KNOCK-OUT BLOCK W/ (2) #5 CONT. TOP & BOTTOM

MASONRY OPENING (M.O.) WIDTH

JA

M

B"FIELD" SPC.

SEE SCHED.

"FIELD" SPC.

SEE SCHED.

"END OF WALL" REINFORCING.

SEE SCHEDULE FOR QTY, SIZE &

SPACING

CASE 1: BOND BEAM LINTEL

MASONRY OPENING (M.O.) WIDTH

JA

M

B"FIELD" SPC.

SEE SCHED.

"FIELD" SPC.

SEE SCHED.

"END OF WALL" REINFORCING.

SEE SCHEDULE FOR QTY, SIZE &

SPACING

CASE 2: END-BEARING STEEL LINTEL

"FIELD" REINFORCING, TYP.

SEE SCHEDULE FOR SIZE &

SPACING

GROUT CORE BELOW LINTEL

BEARING & REINF. W/ (1) "END

OF WALL" BAR

WALL

GROUTED

SOLID?

NO

MASONRY LAP SPLICE SCHEDULE

BAR

SIZE

CMU

SIZE

LAP SPLICE LENGTH (MINIMUM)

CENTERED BARS OFFSET BARS

#4 22"16"

8"

10"

12"

8"

10"

12"

8"

10"

12"

#5

#6

22"16"

22"16"

36"20"

36"16"

36"16"

64"38"

64"24"

30" 64"

8"

10"

12"

#7 34"

40"

8"

10"

12"

#8 79"

54"

61"

50"

[M]

[M]

[M]

[M]

[M]

[M]

NOTES: 1. SCHEDULED VALUES ARE VALID FOR MASONRY HAVING NET AREA

COM…