2-Leonard Hall Renovation - Full Drawing Set 12-22-2025.pdf

MEP ENGINEER

STRUCTURAL ENGINEER

C

PROJECT ADDRESS:

CLIENT INFO:

470 Washington Road, Pittsburgh, PA 15228

412.561.7117 www.DRAWcollective.com

PROJECT / CLIENT INFO:LOCATION MAP:

REVISIONS

1659 PA-228

CRANBERRY TWP PA 16006

COMPANY PHONE: (724) 741-0848

BARBER & HOFFMAN

1051 BRINTON RD #100

PITTSBURGH, PA 15221

COMPANY PHONE: (412) 371-9073

H.F. LENZ

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981 GRANT STREET INDIANA, INDIANA, PA, 15705

LEONARD HALL TEMP COM CLASSRM

RENOVATION

981 GRANT STREET

INDIANA, PA, 15705

INDIANA UNIVERSITY OF PENNSYLVANIA

ROBERTSHAW BUILDING

650 SOUTH THIRTEENTH ST

INDIANA, PA, 15705 CS

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Contact: Chris Brown Email:

chrisb@drawcollective.com

INDIANA UNIVERSITY OF PENNSYLVANIA ROBERTSHAW BUILDING

DRAWING INDEX

DR

AW

IN

G

NO

GENERAL

CS101 COVER SHEET

BC101 BUILDING CODE SUMMARY - GENERAL REQUIREMENTS

ARCHITECTURAL

A001 LEGENDS, ABBREVIATIONS, GENERAL NOTES AND INTERIOR PARTITION TYPES

A101 FOURTH FLOOR DEMO AND FLOOR PLAN

A102 FIFTH FLOOR & ROOF - PLAN

A601 DOOR SCHEDULES, DOOR AND FRAME TYPES

A701 FOURTH FLOOR - REFLECTED CEILING PLAN

A801 FOURTH FLOOR - INTERIOR LAYOUT PLAN

A901 INTERIOR ELEVATIONS

A921 INTERIOR DETAILS

FIRE PROTECTION

FP001 DEMAND SCHEDULE, GENERAL NOTES, SYMBOLS, DETAILS

FP201 FOURTH FLOOR PLAN - FIRE PROTECTION

PLUMBING

P001 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

P101 FOURTH FLOOR PLAN - PLUMBING

HVAC

M001 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

M101 FOURTH FLOOR PLAN - MECHANICAL DUCTWORK

M102 FIFTH FLOOR AND ROOF PLAN - MECHANICAL DUCTWORK

M201 FOURTH FLOOR PLAN - MECHANICAL PIPING

M401 DETAILS - MECHANICAL

M402 DETAILS - MECHANICAL

M501 SCHEDULES - MECHANICAL

ELECTRICAL

E001 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

E101 FOURTH FLOOR PLAN - POWER

E102 FIFTH FLOOR AND ROOF PLAN - POWER

E201 FOURTH FLOOR PLAN - LIGHTING

E401 ELECTRICAL DETAILS

E501 PANEL SCHEDULES

E502 PANEL SCHEDULES & LIGHTING FIXTURE SCHEDULE

E601 DIAGRAMS AND-OR RISERS - ELECTRICAL

NORTH

PROJ SCRN PROJ SCRN PROJ SCRN

PR

O

J

SC

R N

PR

O

J

SC

R N

UP

DN

UP

DN

NOTE: ALL OPERABLE ELEMENTS SHALL BE MOUNTED WITHIN THE REACH RANGES NOTED BELOW. OPERABLE ELEMENTS INCLUDE BUT ARE NOT LIMITED TO THERMOSTATS, LIGHT SWITCHES, WINDOW CONTROLS, INTERCOMS POWER AND DATA RECEPTACLES, SECURITY ALARM CONTROLS, GARAGE DOOR OPENERS, ACCESSIBLE MAILBOXES A/V CONTROLS, FIRE ALARM PULL STATIONS, APPLIANCES, SOAP DISPENSERS, FIRE EXTINGUISHERS, VENDING

MACHINES, ETC.

SEE DRAWINGS & SPECIFICATIONS FOR SPECIFIC MOUNTING HEIGHTS

OF OPERABLE ELEMENTS INCLUDING BUT NOT LIMITED TO ELECTRICAL

SWITCHES, CARD READERS, PULL STATIONS, VOLUME CONTROLS, ETC.

OBSTRUCTED HIGH SIDE REACH

10" MAX

" M

AX

" M

AX

255-610

>10-24

" M

AX

10" MAX

" M

AX

" M

AX

" M

AX

" M

AX

" M

IN

OBSTRUCTED HIGH FORWARD REACH

(a) (b)

UNOBSTRUCTED HIGH FORWARD REACH

20" MAX

" M

AX

>510-635

>20-25

" M

AX

UNOBSTRUCTED SIDE REACH

POLI-SCI DEPT

CHAIR OFFICE

407G

POLI-SCI

FACULTY OFFICE

407F

POLI-SCI

ADMIN

407H

POLI-SCI

FACULTY OFFICE

407I

STAIR 2

407S2

POLI-SCI

FACULTY OFFICE

407J

POLI-SCI

FACULTY OFFICE

407K

POLI-SCI

FACULTY OFFICE

407L

POLI-SCI

FACULTY OFFICE

407M

TOWN SQUARE

407B

POLI-SCI

FACULTY OFFICE

407E

POLI-SCI

FACULTY OFFICE

407D

POLI-SCI

FACULTY OFFICE

407C

CORRIDOR

406L

JOUR WORK AREA

406A

JOUR FACULTY

OFFICE

406K

JOUR FACULTY

OFFICE

406J

JOUR FACULTY

OFFICE

406I

JOUR FACULTY

OFFICE

406H

JOUR FACULTY

OFFICE

406G

JOUR FACULTY

OFFICE

406F

JOURN ADMIN

406E

JOUR FACULTY

OFFICE

406K

TOWN SQUARE

406C COAT

406B

ELEC

E403

DATA

E404

JAN

MEN'S

RESTROOM

WOMEN'S

RESTROOM

CORRIDOR

400H2

CORRIDOR

400H3

ELEVATOR LOBBY

400H1STAIR 1

407S1

CORRIDOR

407A

POLI-SCI

WORK AREA

407N

DIGITAL MEDIA

407N

JOURNALISM LAB

JOURNALISM LAB

PASSAGE

400H6

CORRIDOR

400H4

CORRIDOR

400H5

STAIR 4

400S4

ELEC

E415

STAIR 5

400S5

HVAC

SHAFT

HVAC

SHAFT

HVAC

SHAFT

2655 SF

CLASSROOM 1

3447 SF

CLASSROOM 2

HVAC SHAFT

EGRESS CAPACITY = 300 OCUPANTS

72" DOOR @ 0.15 PER OCC = 480 OCC

60" STAIR @ 0.20 PER OCC = 300 OCC

EXG CLASSROOM FUNCTION

785 SF @ 20 NET SF / OCC = 40 OCCUPANTS

EXG CLASSROOM FUNCTION

286 SF @ 20 NET SF / OCC = 20 OCCUPANTS

NEW CLASSROOM FUNCTION

2,655 SF @ 20 NET SF / OCC = 133 OCCUPANTS

EXG BUSINESS AREA FUNCTION

50 SF @ 150 GROSS SF / OCC = 1 OCCUPANT

EGRESS CAPACITY = 240 OCUPANTS

36" DOOR @ 0.15 PER OCC = 240 OCC

48" STAIR @ 0.20 PER OCC = 240 OCC

EXG ACCESSORY STORAGE / MECH FUNCTION

107 SF @ 300 GROSS SF / OCC = 1 OCCUPANT

NEW CLASSROOM FUNCTION

3,447 SF @ 20 NET SF / OCC = 173 OCCUPANTS

EGRESS CAPACITY = 240 OCUPANTS

36" DOOR @ 0.15 PER OCC = 240 OCC

48" STAIR @ 0.20 PER OCC = 240 OCC

NEW UNCONCENTRATED ASSEMBLY FUNCTION

90 SF @ 15 NET SF / OCC = 6 OCCUPANTS

NEW ACCESSORY STORAGE / MECH FUNCTION

99 SF @ 300 GROSS SF / OCC = 1 OCCUPANT

EGRESS CAPACITY = 240 OCUPANTS

36" DOOR @ 0.15 PER OCC = 240 OCC

48" STAIR @ 0.20 PER OCC = 240 OCC

EXG ACCESSORY STORAGE / MECH FUNCTION

189 SF @ 300 GROSS SF / OCC = 1 OCCUPANT

EXG BUSINESS AREA FUNCTION

4,806 SF @ 150 GROSS SF / OCC = 33 OCCUPANTS

FOURTH FLOOR EGRESS SUMMARY

TOTAL OCCUPANT LOAD: 409 OCCUPANTS

TOTAL EGRESS CAPACITY: 1,020 OCCUPANTS

110' TRAVEL DISTANCE

FROM MOST REMOTE POINT

2 HR FIRE BARRIER

1 HR FIRE BARRIER

2 HR FIRE BARRIER - EXISTING

1 HR FIRE BARRIER - EXISTING

LEVEL 2 CONSTRUCTION - PER IEBC

LEVEL 1 CONSTRUCTION - PER IEBC

NEW CONSTRUCTION

TRAVEL DISTANCE

GOVERNING CODES

PENNSYLVANIA UNIFORM CONSTRUCTION CODE (PA UCC)

INTERNATIONAL BUILDING CODE – 2021 EDITION (IBC-2021)

INTERNATIONAL EXISTING BUILDING CODE – 2021 EDITION (IEBC-2021)

INTERNATIONAL ENERGY CONSERVATION CODE – 2021 EDITION (IECC-2021)

INTERNATIONAL PLUMBING CODE – 2021 EDITION (IPC-2021)

INTERNATIONAL MECHANICAL CODE – 2021 EDITION (IMC-2021)

ACCESSIBLE BUILDINGS AND FACILITIES – 2017 EDITION (ICC A 117.1-2017)

BUILDING TYPE / CLASSIFICATION

OCCUPANCY CLASSIFICATION AND USE: BUSINESS GROUP B w/ ASSEMBLY A-3 AREAS

CONSTRUCTION TYPE: IIA

BUILDING HEIGHT (STORIES): 5 STORIES ABOVE GRADE PLANE / 1 STORY BELOW

BUILDING HEIGHT (FEET): FIFTH FLOOR IS 66 ’-9” ABOVE GRADE PLANE

BUILDING AREA: SEE SUMMARY TABLE BELOW

AUTOMATIC SPRINKLER SYSTEM: SPRINKLERED THROUGHOUT BUILDING

STANDPIPE SYSTEM: PROVIDED

FIRE ALARM AND DETECTION SYSTEM: THROUGHOUT BUILDING

EXISTING BUILDING CODE (IEBC-2021) ANALYSIS OF ALTERATIONS

LEVEL OF ALTERATIONS: LEVEL 1 AND 2 IN PROJECT AREA – SEE PLAN THIS SHEET

CHANGE OF OCCUPANCY: PARTIAL CHANGE FROM GROUP B TO ASSEMBLY A-3

ADDITIONS: NO ADDITIONS OR CHANGES TO OVERALL BUILDING

RELOCATED BUILDING: NOT A RELOCATED BUILDING

BUILDING WORK AREAS

LEVEL 2 ALTERATIONS USED AS EQUIVALENT FOR WORK AREA FOLLOWING THE DEFINITION OF “RECONFIGURED SPACES”

LEVEL EXIST AREA WORK AREA WORK AREA % OF TOTAL

GROUND FLOOR 17,247 SF NONE 0%

FIRST FLOOR 25,054 SF NONE 0%

SECOND FLOOR 25,212 SF NONE 0%

THIRD FLOOR 17,461 SF NONE 0%

FOURTH FLOOR 17,285 SF 7,115 SF 41.2%

FIFTH FLOOR 17,183 SF NONE 0%

TOTAL 119,442 SF 7,115 SF 5.9%

IEBC CHAP / CHAPTER HEADING

3 PROVISIONS FOR ALL COMPLIANCE METHODS

307.7.1 WERE AN ALTERATION AFFECTS THE ACCESSIBILTY TO, OR CONTAINS AN AREA OF PRIMARY FUNCTION, THE

ROUTE TO THE PRIMARY FUNCTION AREA SHALL BE ACCESSIBLE AND SHALL INCLUDE TOILET FACILITIES AND

DRINKING FOUNTAINS SERVING THE AREA OF PRIMARY FUNCTION.

6 CLASSIFICATION OF WORK

SEE PLAN FOR AREAS WITH ALTERATIONS AND CLASSIFICATION OF WORK (LEVEL 2 ALTERATIONS USED AS EQUIVALENT

FOR WORK AREA FOLLOWING THE DEFINITION OF “RECONFIGURED SPACES”)

604.1 WORK AREA DOES NOT EXCEED 50% OF THE BUILDING AREA; NO LEVEL 3 ALTERATIONS

7 ALTERATIONS – LEVEL 1

702 NEWLY INSTALLED WALLS, CEILING, TRIM, AND FLOOR FINISHES SHALL COMPLY WITH CHAPTER 8 OF THE

IBC-2021

8 ALTERATIONS – LEVEL 2

801.2 ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 7

802.4 THE INTERIOR FINISH OF WALLS AND CEILINGS IN EXITS AND CORRIDORS IN ANY WORK AREA SHALL COMPLY

WITH THE REQUIREMENTS OF THE IBC-2021

805.4.1.1 IN ANY WORK AREA ALL ROOMS AND SPACES HAVING AN OCCUPANT LOAD GREATER THAN 50 OR IN WHICH THE TRAVEL DISTANCE TO AN EXIT EXCEEDS 75 ’ SHALL HAVE NOT FEWER THAN TWO EXIT DOORWAYS

804.5.4 IN ANY WORK AREA AND IN THE EGRESS PATH FROM ANY WORK AREA TO THE EXIT DISCHARGE, IN AREAS OF GROUP A OCCUPANCY WITH AN OCCUPANT LOAD GREATER THAN 100, ALL REQUIRED EXIT DOORS SHALL

HAVE PANIC OR FIRE EXIT HARDWARE

807.1 RECONFIGURED SPACES INTENDED FOR OCCUPANCY AND SPACE CONVERTED TO OCCUPIABLE SPACE IN ANY WORK AREA SHALL BE PROVIDED WITH NATURAL OR MECHANICAL VENTILATION PER THE IMC-2021

10 CHANGE OF OCCUPANCY

1001.2.2.1 WHERE THE OCCUPANCY CLASSIFICATION OR GROUP OF A PORTION OF AN EXISTING BUILDING IS CHANGED, SECTION 1011 SHALL APPLY

1011.3 IN AREAS OF THE BUILDING UNDERGOING THE CHANGE OF OCCUPANCY CLASSIFICATION, THE INTERIOR

FINISH OF WALLS AND CEILINGS SHALL COMPLY WITH THE REQUIREMENTS OF THE IBC-2021

1011.5 MEANS OF EGRESS HAZARD CATEGORY. EXISTING (B) = RELATIVE HAZARD CATEGORY 4; CHANGE TO (A) =

RELATIVE HAZARD CATEGORY 3. CHANGE IS TO HIGHER HAZARD CATEGORY

1011.5.1 MEANS OF EGRESS CHANGE TO HIGER HAZARD CATEGORY SHALL COMPLY WITH CHAPTER 10 OF THE I

BC-2021

1011.6 HEIGHT AND AREA HAZARD CATEGORY. EXISTING (B) = RELATIVE HAZARD CATEGORY 4; CHANGE TO (A-3) =

RELATIVE HAZARD CATEGORY 2. CHANGE IS TO HIGHER HAZARD CATEGORY

1011.6.1 HEIGHT AND AREA CHANGE TO A HIGHER HAZARD CATEGORY SHALL COMPLY WITH THE REQUIREMENTS OF

CHAPTER 5 OF THE IBC-2021

1011.7 EXTERIOR WALL FIRE RESISTANCE HAZARD CATEGORY. EXISTING (B) = RELATIVE HAZARD CATEGORY 3;

CHANGE TO (A) = RELATIVE HAZARD CATEGORY 3. NO CHANGE TO EXTERIOR WALL FIRE RESISTANCE HAZARD

CATEGORY

1011.7.2 WHERE A CHANGE OF OCCUPANCY CLASSIFICATION IS MADE TO AN EQUAL OR LESSER EXTERIOR WALL FIRE RESISTANCE HAZARD CATEGORY, EXTERIOR WALLS, INCLUDING OPENINGS, SHALL BE ACCEPTED

1011.8.2 WHEN THE MEANS OF EGRESS CHANGE IS TO A HIGHER HAZARD CATEGORY, INTERIOR STAIRWAYS SHALL BE

ENCLOSED AS REQUIRED BY THE INTERNATIONAL BUILDING CODE

1011.8.3 WHEN THE MEANS OF EGRESS CHANGE IS TO A HIGHER HAZARD CATEGORY, INTERIOR VERTICAL SHAFTS OTHER THAN STAIRWAYS, INCLUDING BUT NOT LIMITED TO ELEVATOR HOISTWAYS AND SERVICE AND UTILITY

SHAFTS SHALL BE ENCLOSED AS REQUIRED BY THE IBC-2021

IBC CHAP / CHAPTER HEADING

3 USE AND OCCUPANCY CLASSIFICATION

303.4 ASSEMBLY GROUP A-3 (EXISTING AND NEW) FOR CLASSROOMS W/ OCCUPANT LOAD > 50

304.1 BUSINESS GROUP B (EXISTING) FOR OFFICE USE AND EDUCATIONAL OCCUPANCIES FOR STUDENTS

ABOVE THE 12TH GRADE

4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY

NONE APPLY

5 GENERAL BUILDING HEIGHTS AND AREAS

504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE= 85 ’ FOR A AND B OCCUPANCIES

(EXISTING IS 66 ’-9”)

504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE = 6 STORIES FOR B OCCUPANCIES; 4 STORIES FOR A-3 OCCUPANCIES (EXISTING IS 5 STORIES ABOVE GRADE PLANE; NO A-3 OCCUPANCIES ABOVE 4

STORIES ABOVE GRADE PLANE)

506.2 ALLOWABLE AREA = 112,500/STORY FOR B OCCUPANCY*; 46,500/STORY FOR A-3 OCCUPANCY* (LARGEST STORY IS 25,212 SF; FOURTH FLOOR IS 17,285 SF) *NOT INCLUDING FRONTAGE INCREASE

508.4 BUILDINGS OR PORTIONS OF BUILDINGS THAT COMPLY WITH THE PROVISIONS OF THIS SECTION SHALL

BE CONSIDERED SEPARATED OCCUPANCIES

508.4.3 EACH SEPARATED OCCUPANCY SHALL COMPLY WITH THE BUILDING HEIGHT LIMITATIONS AND STORY LIMITATIONS (SEPARATED A-3 OCCUPANCIES LIMITED TO THE FOURTH FLOOR OF THE BUILDING AND BELOW)

508.4.4 REQUIRED SEPARATION BETWEEN A AND B OCCUPANCIES = 1 HOUR FIRE BARRIER (TABLE 508.4)

6 TYPES OF CONSTRUCTION

TYPE IIA CONSTRUCTION (EXISTING TO BE MAINTAINED)

TABLE 601 FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS

PRIMARY STRUCTURAL FRAME: 1 HR

BEARING WALLS – EXTERIOR: 1 HR

BEARING WALLS – INTERIOR: 1 HR

NONBEARING WALLS AND PARTITIONS – EXTERIOR: 0 HRS

NONBEARING WALLS AND PARTITIONS – INTERIOR: 0 HRS

FLOOR CONSTRUCTION AND SECONDARY MEMBERS: 1 HR

ROOF CONSTRUCTION AND SECONDARY MEMBERS: 1 HR

7 FIRE AND SMOKE PROTECTION FEATURES

713.4 SHAFT ENCLOSURES SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS THAN 1 HOUR WHERE CONNECTING LESS THAN FOUR

STORIES; SHAFT ENCLOSURES SHALL HAVE A FIRE RESISTANCE RATING NOT LESS THAN THE FLOOR ASSEMBLY PENETRATED (1 HOUR)

716.1 OPENING PROTECTIONS REQUIREMENTS PER TABLE 716.1(2)

OPENING FIRE PROTECTION FOR 1 HOUR / OTHER FIRE BARRIERS:

MINIMUM FIRE DOOR ASSEMBLY RATING: ¾ HR

DOOR VISION PANEL SIZE: MAX TESTED

VISION PANEL GLAZING MARKING: D-H

MIN SIDELIGHT / TRANSOM RATING: ¾ HR

SIDELIGHT / TRANSOM GLAZING MARKING: D-H

8 INTERIOR FINISHES

803.13 INTERIOR WALL AND CEILING FINISH MATERIALS SHALL HAVE A FLAME SPREAD INDEX NOT GREATER THAN THE FOLLOWING:

SPACE SPRINKLERED B SPRINKLERED A-3

EXIT STAIRWAYS AND PASSAGEWAYS B B

CORRIDORS AND EXIT ENCLOSURES C B

ROOMS AND ENCLOSED SPACES C C

9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS

903 AUTOMATIC SPRINKLER SYSTEM – PROVIDED THROUGHOUT BUILDING

905 STANDPIPE SYSTEMS – PROVIDED IN BUILDING

906 PORTABLE FIRE EXTINGUISHERS – PROVIDED

907 FIRE ALARM AND DETECTION SYSTEM – PROVIDED THROUGHOUT BUILDING

10 MEANS OF EGRESS

1004 OCCUPANT LOAD – SEE FOURTH FLOOR SUMMARY ON DRAWING THIS SHEET; TOTAL FLOOR OCCUPANT LOAD = 409 (WAS 344)

1005 MEANS OF EGRESS SIZING – SEE FOURTH FLOOR SUMMARY ON DRAWING THIS SHEET BASED ON THE CAPACITY SIZING BELOW;

TOTAL FLOOR CAPACITY = 1,020 OCCUPANTS

STAIRWAYS = 0.2” PER OCCUPANT (EXCEPTION 1 TO 1005.3.1)

OTHER EGRESS COMPONENTS = 0.15 ” PER OCCUPANT (EXCEPTION 1 TO 1005.3.2)

1006.3.3 MINIMUM NUMBER OF EXITS FROM STORY = 2 (4 PROVIDED; 2 WITH DIRECT ACCESS FROM CORRIDOR)

1017.2 EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED 250 FEET FOR A OCCUPANCIES (110 ’ TRAVEL DISTANCE FROM MOST REMOTE

POINT PROVIDED)

1020.2 CORRIDOR FIRE RESISTANCE RATING REQUIRED: 0 HR

IPC CHAPTER CHAPTER HEADING

4 FIXTURES, FAUCETS AND FIXTURE FITTINGS

403.1 MINIMUM PLUMBING FACILITIES

NOTE: THIS SUMMARY USES THE CODE SUMMARY DRAWINGS FOR THE ORIGINAL BUILDING (11/14/2014 L&I PLAN REVISION) AS BASIS TO

ANALYZE THE CHANGES TO THE FOURTH FLOOR OF THE BUILDING

BUILDING EXISTING REQUIRED FIXTURES (OCC LOAD FROM ORIGINAL PERMIT DRAWINGS)

ELEMENT NON-INSTRUCTIONAL / B INSTRUCTIONAL / A-3 TOTAL*

OCC LOAD: 1,634 1,508 3,142

MALE FIXTURE REQUIREMENTS

MALE OCC LOAD: 817 754 1,571

MALE WC RATE: 1 per 25 FIRST 50 1 per 125

1 per 50 OVER 50

MALE WC** NO: 17.34 6.03 24

MALE LAV RATE: 1 per 40 FIRST 80 1 per 200

1 per 80 OVER 80

MALE LAV NO: 11.21 3.77 15

FEMALE FIXTURE REQUIREMENTS

FEMALE OCC LOAD: 817 754 1,571

FEMALE WC RATE: 1 per 25 FIRST 50 1 per 65

1 per 50 OVER 50

FEMALE WC NO: 17.34 11.60 29

FEMALE LAV RATE: 1 per 40 FIRST 80 1 per 200

1 per 80 OVER 80

FEMALE LAV NO: 11.21 3.77 15

DRINK FOUNTAIN RATE: 1 per 100 1 per 500

DRINK FOUNTAIN NO: 16.34 3.02 20

SERVICE SINK NO: 1 1 2

*PER 403.1.1, FRACTIONAL FIXTURE NUMBERS FOR EACH OCCUPANCY ARE ADDED BEFORE ROUNDING UP TO THE NEAREST WHOLE

NUMBER

**COUNT INCLUDES URINALS

PROPOSED CHANGES: FOURTH FLOOR INCREASE TO 409 OCCUPANTS (FROM 344) = INCREASE OF 156 INSTRUCTIONAL / A-3; REDUCTION OF

91 NON-INSTRUCTIONAL / B (NET INCREASE OF 65 OCCUPANTS)

UPDATED REQUIRED FIXTURES (W/ FOURTH FLOOR CHANGES)

ELEMENT NON-INSTRUCTIONAL / B INSTRUCTIONAL / A-3 TOTAL*

OCC LOAD: 1,543 1,664 3,207

MALE FIXTURE REQUIREMENTS

MALE OCC LOAD: 772 832 1,604

MALE WC RATE: 1 per 25 FIRST 50 1 per 125

1 per 50 OVER 50

MALE WC** NO: 16.44 6.66 24

MALE LAV RATE: 1 per 40 FIRST 80 1 per 200

1 per 80 OVER 80

MALE LAV NO: 10.65 4.16 15

FEMALE FIXTURE REQUIREMENTS

FEMALE OCC LOAD: 772 832 1,604

FEMALE WC RATE: 1 per 25 FIRST 50 1 per 65

1 per 50 OVER 50

FEMALE WC NO: 16.44 12.80 30

FEMALE LAV RATE: 1 per 40 FIRST 80 1 per 200

1 per 80 OVER 80

FEMALE LAV NO: 10.65 4.16 15

DRINK FOUNTAIN RATE: 1 per 100 1 per 500

DRINK FOUNTAIN NO: 15.43 3.33 19

SERVICE SINK NO: 1 1 2

*PER 403.1.1, FRACTIONAL FIXTURE NUMBERS FOR EACH OCCUPANCY ARE ADDED BEFORE ROUNDING UP TO THE NEAREST WHOLE

NUMBER

**COUNT INCLUDES URINALS

PROVIDED IN BUILDING

ORIG NEW

ELEMENT REQ’D REQ’D PROVIDED BLDG NET

MALE WC**: 24 24 35 +11

FEMALE WC: 29 30 39 +9

UNASSIGNED WC: - - 2 +2

MALE LAV: 15 15 24 +9

FEMALE LAV: 15 15 26 +11

UNASSIGNED LAV: - - 2 +2

DRINKING FOUNTAIN: 20 19 20 +1

SERVICE SINK: 2 2 4 +2

**COUNTS INCLUDE URINALS

BUILDING-WIDE SURPLUS OF ALL FIXTURE TYPES REMAINS AFTER OCCUPANT LOAD CHANGES TO FOURTH FLOOR

BUILDING CODE ANALYSIS SUMMARY CONT'D

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ACCESSIBLE HEIGHTS AND REACH RANGES OF OPERABLE ELEMENTS

BC101

FOURTH FLOOR CODE ANALYSIS PLAN

1/16" = 1'-0"

CODE STUDY LEGEND

CONCRETE BLOCK

SECTIONS/ SECTIONAL DETAILS

CAST-IN-PLACE-CONCRETE CONCRETE BLOCK WALLS

PLANS/ PLAN DETAIL GRAPHICS

CAST-IN-PLACE-CONCRETE

WALLS

METAL STUD WALLS

STRUCTURAL/MISCELLANEOUS

STEEL

EARTH

GRAVEL/ENGINEERED FILL

STONE, OR NATURAL

BUILDING STONE

PLASTER OR GYPSUM

BOARD, OR EXTERIOR

SHEATHING

BATT INSULATION

ROOF, TAPERED, CAVITY OR RIGID

INSULATION

FINISHED WOOD TRIM

BRICK WALLS, OR PORTIONS OF

WALLS

NEW CONCRETE SLABS AND/OR

CONCRETE SIDEWALKSPLYWOOD

SPECIAL MASONRY WALLS, OR

PORTIONS OF WALLS - SGFT, OR

GROUND-FACED - ETC.

CAVITY DRAINAGE MATERIAL

A101

SIM

WALL SECTION

DETAIL OR ENLARGED

PLAN REFERENCE

NEW COLUMN GRID MARKER

W99

A300

EXTERIOR ELEVATION

INTERIOR/CASEWORK

ELEVATION

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

SE-#

# EXISTING COLUMN GRID

MARKER

A101.1

CABINET MARKERCab_Type_Num W D H

1'-0" 1t CEILING TAG W/ELEVATION

FLOOR TRANSITION

A101

SIM

ROOM

XF999

CODE TAG, ROOM NAME,

AREA & OCCUPANCY

A101

SIM

C6a

VCT CPT

FE

FEC

BUILDING SECTION

A101

SIM

A101

SIM

FLOOR ELEVATION WORK POINT

X

WT-#

X

DOOR TAG

REVISION TAG

ROOM NAME & NUMBER

SPECIALTY EQUIPMENT TAG

WINDOW TAG

WINDOW TREATMENT

ROOM

150 SF

X

Type AREA: Adjusted Area

REVISION CLOUD

WALL TYPES

EXISTING DOOR AND/OR FRAME TO REMAIN - SEE

DOOR SCHEDULE FOR ANY ADDITIONAL WORK

EXISTING DOOR AND/OR FRAME TO BE REMOVED -

SEE DEMO PLAN/NOTES

NEW DOOR AND/OR FRAME TO BE PROVIDED -

SEE DOOR SCHEDULE

FIRE RATING DESIGNATIONS

CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING ALL FIRE

PARTITIONS TO MEET IBC 2021 REQUIREMENTS. ALL FIRE

PARTITIONS SHALL BE CONSTRUCTED TO FLOOR OR ROOF DECK

ABOVE AND SEALED AIR-TIGHT WITH DEFLECTION HEADS AND

FIRE SAFING. ALL FIRE PARTITIONS SHALL BE PER ASSEMBLIES

NOTED ON WALL TYPES LEGEND, AND EXTEND BEYOND BUILDING

ENVELOPE AND BE SEPARATE FROM STRUCTURE AS PER IBC 2021.

SEE PLANS FOR LOCATIONS.

DOOR DESIGNATIONSWALL DESIGNATIONS

NEW STUD WALL

NEW STUD WALL - W/ SOUND

BATT INSULATION

NEW BRICK WALL OR

PORTION OF WALL

NEW MASONRY WALL OR

PORTION OF WALL

CAST-IN-PLACE CONCRETE

WALL OR PORTION OF WALL

SPECIAL MASONRY WALLS,

OR PORTIONS OF WALLS -

SGFT, OR GROUND FACED -

ETC

2 HR FIRE BARRIER

1 HR FIRE BARRIER

EXISTING WALL TO REMAIN

DEMOLISHED WALL

2 HR FIRE BARRIER - EXISTING

1 HR FIRE BARRIER - EXISTING

IF WALL IS RATED, INSTALL FIRESAFING

AND FIRE SEALANT MATERIALS

CONTINUOUS BOTH SIDES

ST

RU

CT

UR

AL

D

RA

W

IN

GS

HE

IG

HT

V

AR

IE

S

- S

EE

S

EC

IO

NS

A

ND

CLG MAY OR MAY NOT OCCUR

ON ONE OR BOTH SIDES OF WALL

METAL STUDS @ 16" O.C. - SIZE

VARIES. SEE TYPE

(1) LAYER OF 5/8" GPBD EACH SIDE -

TYPE PER SPECS

SOUND BATT INSUL TO DECK WHERE

INDICATED - MIN. THICKNESS TO

MATCH STUD WIDTH

2 1/2" MTL STUD & GPBD PARTITION TO DECK (3 3/4")

C2

2 1/2" MTL STUD & GPBD PARTITION TO DECK W/ BATTS (3 3/4")

C2a

3 5/8" MTL STUD & GPBD PARTITION TO DECK (4 7/8")

C3

3 5/8" MTL STUD & GPBD PARTITION TO DECK W/ BATTS (4 7/8")

C3a

6" MTL STUD & GPBD PARTITION TO DECK (7 1/4")

C6

6" MTL STUD & GPBD PARTITION TO DECK W/ BATTS (7 1/4")

C6a

VERTICAL SLIP CONNECTION

ST

RU

CT

UR

AL

D

RA

W

IN

GS

HE

IG

HT

V

AR

IE

S

- S

EE

S

EC

TI

ON

A

ND

CLG MAY OR MAY NOT OCCUR

ON ONE OR BOTH SIDES OF WALL

METAL STUDS @ 16" O.C. - SIZE

VARIES. SEE TYPE

(1) LAYER OF 5/8" GPBD EACH SIDE -

TYPE PER SPECS

SOUND BATT INSUL TO DECK WHERE

INDICATED - MIN. THICKNESS TO

MATCH STUD WIDTH

2 1/2" MTL STUD & GPBD PARTITION TO ABOVE CEILING (3 3/4")

D2

2 1/2" MTL STUD & GPBD PARTITION TO ABOVE CEILING W/ BATTS (3 3/4")

D2a

3 5/8" MTL STUD & GPBD PARTITION TO ABOVE CEILING (4 7/8")

D3

3 5/8" MTL STUD & GPBD PARTITION TO ABOVE CEILING W/ BATTS (4 7/8")

D3a

6" MTL STUD & GPBD PARTITION TO ABOVE CEILING (7 1/4")

D6

6" MTL STUD & GPBD PARTITION TO ABOVE CEILING W/ BATTS (7 1/4")

D6a

MI

N6"

IF WALL IS RATED, INSTALL FIRESAFING

AND FIRE SEALANT MATERIALS

CONTINUOUS BOTH SIDES

AN

D

ST

RC

UT

UR

AL

D

RA

W

IN

GS

HE

IG

HT

V

AR

IE

S

- S

EE

S

EC

TI

ON

S

CLG MAY OR MAY NOT OCCUR

ON ONE OR BOTH SIDES OF WALL

METAL STUDS @ 16" O.C. - SIZE

VARIES. SEE TYPE

(2) LAYER OF 5/8" GPBD EACH SIDE -

TYPE PER SPECS

SOUND BATT INSUL TO DECK WHERE

INDICATED - MIN. THICKNESS TO

MATCH STUD WIDTH

2 1/2" MTL STUD & GPBD PARTITION TO DECK (5")

E2

2 1/2" MTL STUD & GPBD PARTITION TO DECK W/ BATTS (5")

E2a

3 5/8" MTL STUD & GPBD PARTITION TO DECK (6 1/8")

E3

3 5/8" MTL STUD & GPBD PARTITION TO DECK W/ BATTS (6 1/8")

E3a

6" MTL STUD & GPBD PARTITION TO DECK (8 1/2")

E6

6" MTL STUD & GPBD PARTITION TO DECK W/ BATTS (8 1/2")

E6a

VERTICAL SLIP CONNECTION VERTICAL SLIP CONNECTION

RE

FL

EC

TE

D

CE

ILI

NG

P

LA

N

HE

IG

HT

V

AR

IE

S

- S

EE

6"

M

IN

CLG

(1) LAYER OF 5/8" GPBD THIS SIDE -

TYPE PER SPECS

LAMINATED GPBD ONE SIDE TO ABOVE CEILING (5/8")

K1

NEW OR EXIST WALL

IF WALL IS RATED, INSTALL FIRESAFING

AND FIRE SEALANT MATERIALS

CONTINUOUS BOTH SIDES

ST

RU

CT

UR

AL

D

RA

W

IN

GS

HE

IG

HT

V

AR

IE

S

- S

EE

S

EC

TI

ON

S

AN

D

CLG MAY OR MAY NOT OCCUR

ON ONE SIDE OF WALL

C-H STUDS @ 24" O.C. - SIZE

VARIES. SEE TYPE

1/2" OR 5/8" FIRE CODE 'X' GPBD PROVIDE

(2) LAYERS AT 2 HR RATED WALLS

STEEL RUNNER CHANNEL IN BED OF SEALANT

2 1/2" MTL STUD & GPBD PARTITION TO DECK (3 3/4")

M2

4" MTL STUD & GPBD PARTITION TO DECK (5 1/4")

M4

4" MTL STUD & GPBD PARTITION TO DECK W/ BATTS (5 1/4")

M4a

STEEL 'J' RUNNER AND DEFLECTION TRACK

1" GYPSUM LINER PANEL

EXTEND GPBD TO DECK ON ONE

SIDE AT WALLS WHERE SOUND

BATT INSUL IS INDICATED

NOTE:

WHERE 1 HR RATED WALLS OCCUR ON

PLANS, PROVIDE UL #U419

NOTE:

WHERE 2 HR RATED WALLS OCCUR ON

PLANS, PROVIDE UL #U419

NOTE:

1. 'H' PORTION OF STUDS ON THE UNFINISHED SIDE OF THE WALL

2. WHERE RATED WALLS OCCUR ON PLANS, PROVIDE UL #U415

3. COMPLETE CONSTRUCTION OF WALL BEFORE CONSTRUCTING

ANY BULKHEAD AT THIS WALL TYPE

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T

GRAPHICS CONVENTIONS

A

< ANGLE

@ AT

A/C AIR CONDITIONING

AB ANCHOR BOLT

ACM ASBESTOS CONTAINING MATERIALS

ACOUS ACOUSTIC

AD AREA DRAIN

ADJ ADJUSTABLE

AED AUTOMATED EXTERNAL DEFIBRILLATOR

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

ALUM ALUMINUM

APC ACOUSTICAL PANEL CEILINGS

APPROX APPROXIMATE(LY)

ARCH ARCHITECT OR ARCHITECTURAL

ASPH ASPHALT

ASST ASSISTANT

AUTO AUTOMATIC

AVG AVERAGE

B

B/ BOTTOM OF

B/C BOTTOM OF CURB

BC BASE CABINET

BD BOARD

BET BETWEEN

BEV BEVELED

BIT BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BMK BENCH MARK

BOT BOTTOM

BR BRICK

BRG BEARING

BRKT BRACKET

BSMT BASEMENT

BUR BUILT-UP ROOF

C

[ CHANNEL

CAB CABINET

CB CATCH BASIN

CC CENTER TO CENTER

CEM PL CEMENT PLASTER

CF COMPOSITION FLOORING, OR CUBIC FOOT

CG CORNER GUARD

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLO CLOSET

CLR CLEAR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CP COPIER

CPT CARPET

CRSE COURSE

CS CONCRETE W/SEALER

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTR COUNTER

CUH CABINET UNIT HEATER

CW CURTAINWALL

CY CUBIC YARD

D

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DIR DIRECTOR

DN DOWN

DR DOOR

DW DISHWASHER

DWG DRAWING

DRAWING ABBREVIATION LIST

E

E EAST

EA EACH

EB EDGE BANDING

EFM ENTRANCE FLOOR MAT

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

EL SHT ELASTIC SHEET

ELE ELEVATOR

ELEC ELECTRICAL

ELEV ELEVATION

EMER EMERGENCY

ENCL ENCLOSE(URE)

ENGR ENGINEER

ENT ENTRANCE

EP ELECTRICAL PANEL / EPOXY PAINT

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXC EXCAVATE

EXCL EXCLUDE(ING)

EXIST EXISTING

EXP BLT EXPANSION BOLT

EXT EXTERIOR

F

F FABRIC

F/F FACE TO FACE

FAX FACSIMILE

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET W/ FIRE

EXTINGUISHER

FHC FIRE HOSE CABINET

FIN FINISH OR FINISHED

FL FLOOR

FL CO FLOOR CLEAN OUT

FLSH FLASH OR FLASHING

FP FIRE PROTECTION

FPRF FIREPROOF OR FIREPROOFING

FR FIRE RATED OR FRAME

FRP FIBERGLASS REINFORCED PLASTIC

FRSG FIRE RATED SAFETY GLAZING

FRT FIRE RETARDANT - TREATED WOOD

FT FOOT / FEET

FTG FOOTING

FURN FURNISH

G

GA GAUGE

GALV GALVANIZED

GCT GLAZED CERAMIC TILE

GCTB GLAZED CERAMIC TILE BASE

GD GRADE(ING)

GL GLASS OR GLAZING

GPBD GYPSUM DRYWALL BOARD

GRAN GRANITE

GRAV GRAVEL

GRD GROUND

GRT GROUT

H

HB HOSE BIBB

HC HANDICAP(PED)

HCWD HOLLOW-CORE WOOD

HD HEAD

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR OR HANDRAIL

HT HEIGHT

HTR HEATER

HVAC HEATING/VENTILATION/AIR CONDITIONING

HWC HOT WATER CONVECTOR

I

ICRA INFECTION CONTROL RISK ASSESSMENT

ID INSIDE DIAMETER

IN IINCH, INCHES,INVERT

INCL INCLUDE, INCLUDED, OR INCLUDING

INSUL IINSULATION

INT IINTERIOR

J

JAN JANITOR

JB JAMB

JST JOIST

JT JOINT

K

KIT KITCHEN

L

LAM LAMINATE OR LAMINATED

LAN LOCAL AREA NETWORK CONNECTION

LAV LAVATORY

LB POUND

LF LINEAL FOOT

LGT LENGTH

LIN LINOLEUM

LINB LINOLEUM SHEET FLOORING - COVED

LKR LOCKER

LL LEAD LINED

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LOW POINT

LT LIGHT

LTL LINTEL

LVR LOUVER

LWOD LESS WIDTH OF DOOR

M

MAS MASONRY

MAX MAXIMUM

MBL MARBLE

MCT MOSAIC CERAMIC TILE

MDF MEDIUM DENSITY FIBREBOARD

MECH MECHANICAL

MEMB MEMBRANE

MEZZ MEZZANINE

MF MICROFICHE

MFR MANUFACTURE OR MANUFACTURE

MH MANHOLE

MICRO MICROWAVE

MIN MINIMUM

MISC MISCELLANEOUS

MLDG MOULDING

MLTP MULTIPLE

MO MASONRY OPENING

MON MONITOR

MTD MOUNTED EL

MTL METAL

N

N NORTH

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NM NORMAL

NOM NOMINAL

NTS NOT TO SCALE

NUM NUMBER

O

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OPNG OPENING

OPP OPPOSITE

OZ OUNCE

P

PART PARTITION

PC PERSONAL COMPUTER

PED PEDESTAL

PERF PERFORATED

PERM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLAST PLASTIC

PLB PLUMBING

PLYWD PLYWOOD

PNL PANEL

PNT PAINT

POS POINT OF SALE

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATED

PREMLD PREMOLDED

PRI PRINTER

PROP PROPERTY

PROT PROTECT, PROTECTED, OR PROTECTION

PSI POUNDS PER SQUARE INCH

PSIG POUNDS PER SQUARE INCH GAUGE

PT POINT

PTD PAINTED

PVC POLY VINYL CHLORIDE

Q

QT QUARRY TILE

QTB QUARRY TILE BASE

QUAL QUALITY

R

R RISER OR RODS

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFER / REFERENCE

REFL REFLECTED

REG REGISTER

REINF REINFORCING

REQ'D REQUIRED

RES RESILIENT

RF ROOF

RFG REFRIGERATOR

RFT RUBBERIZED FABRIC TILE

RG RANGE

RM ROOM

RND ROUND

RO ROUGH OPENING

RSF RUBBER SHEET FLOORING

RT RIGHT

RT&R RUBBER STAIR TREAD & RISER

RTS RUBBER TRANSITION STRIP

RWC RAIN WATER CONDUCTOR

S

S SOUTH

SAN SANITARY

SC SPECIAL COATING

SCHD SCHEDULE

SCVC SOLID-CORE VINYL CLAD

SCWD SOLID-CORE WOOD

SEC SECTION

SERV SERVICE

SF SQUARE FOOT / STOREFRONT

SFC STORE FIXTURE CONTRACTOR

SHB STEEL HEAT BARRIER

SHT SHEET

SHTH SHEATHING

SI SQUARE INCH

SIM SIMILAR

SLD SOLID

SPEC SPECIFY, SPECIFIED OR SPECIFICATIONS

SPKLR SPRINKLER

SQ SQUARE

SS STAINLESS STEEL

SSM SOLID SURFACE MATERIAL

ST STREET

STD STANDARD

STL STEEL

STN STONE

STOR STORAGE

STRUC STRUCTURAL

SUPPT SUPPORT(ING)

SURF SURFACE

SUSP SUSPEND, SUSPENDED, OR SUSPENSION

SY SQUARE YARD

SYN SYNTHETIC

SYS SYSTEM

T

"T" TEE (BAR OR W)

T TREAD

T/ TOP OF

T/C TOP OF CURB

TB TACKBOARD

TC TERRA COTTA

TEL TELEPHONE

TEMP TEMPERED OR TEMPERATURE

TERM TERMINATE / TERMINAL

TERR TERRAZZO

TERRT&R TERRAZZO TREAD & RISER

THRESH THRESHOLD

TLT TOILET

TRTD TREATED

TV TELEVISION

TYP TYPICAL

U

U/S UNDERSIDE

UCT UNGLAZED CERAMIC TILE

UH UNIT HEATER

UL UNDERWRITER'S LABORATORY

UMCT UNGLAZED MOSAIC CERAMIC TILE

UNO UNLESS NOTED OTHERWISE

V

VASF VINYL ATHLETIC SHEET FLOORING

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VVB VENTED VINYL BASE

VWC VINYL WALLCOVERING

W

W WEST

W/ WITH

WC WATER CLOSET OR WALL CABINET

WCM WALL COVERING MATERIAL

WCS WOOD GRAIN STEEL

WD WOOD / WOOD PANEL MILLWORK

WDAF WOOD ATHLETIC FLOORING

WF WOOD FLOORING

WFP WOOD FIBER PANEL

WN WINDOW

WP WATERPROOF(ING)

WS WORKSTATION

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

Y

YR YEAR

Z

"Z" ZEE

GRAPHIC SYMBOLS LEGEND

PLAN COMPONENTS

WALL TYPES

UPUP

B C D E F G

5.2

B.3 B.9 C.3 D.3D.4 H

JOURNALISM LAB

JOURNALISM LAB

STAIR 4

400S4

ELEC

E415

STAIR 5

400S5

HVAC SHAFT

HVAC SHAFT

CLASSROOM 1

CLASSROOM 2

HVAC SHAFT

CORRIDOR

400H5

CORRIDOR

400H4

CONTROL

400H7

ST

UD

Y

LO

UN

GE

0H

5'

- 3

6"

5'

- 7

3/ 4"

1'-3"

401/2

402/1

402/2

400H7/1

401/1

1'-8"

2'-0"

HOLD

7'-6" 4'-8" +/-

H3C3a

H3a

H3

C3a

C3a

H3a

4'-

" 1'- 3"

1'- 3"

'-1

1"

1'- 3"

1.3

1.3

H3

H3

1.3

2.5

2.5 2.5

2.5

2.5

2.5

2.5

1.2

STORAGE

DATA

RACKS

401/3

C3a

M2

C3a

C3a

1.5

1.5

1.5

1.5

5'-

3/ 8"

3'- 5"

4 7 /8"

'-3

4 7

/8"

'-7 1/

4"

10 3/16"

1.5

1.7

1.7

1.7

1.7

B C D E F G

5.2

B.3 B.9 C.3 D.3D.4 H

JOURNALISM LAB

JOURNALISM LAB

CORRIDOR

400H4

PASSAGE

400H7

GEOGRAPHY LAB

GEOGRAPHY SEMINAR RM

PASSAGE

400H8

GEOGRAPHY LAB

CORRIDOR

400H5

STAIR 4

400S4

ELEC

E415

GEOGRAPHY

TOWN SQUARE

414P

PASSAGE

414 A

GRADUATE

414 S

DISPLAY

414 R

GRADUATE

414 Q

PLANNING STUDIO

GEOGRAPHY

FACULTY OFFICE

414O

GEOGRAPHY

FACULTY OFFICE

414N

GEOGRAPHY

FACULTY OFFICE

414M

GEOGRAPHY

FACULTY OFFICE

414L

GEOGRAPHY

FACULTY OFFICE

414K

GEOGRAPHY

FACULTY OFFICE

414J

STORAGE

414T

CORRIDOR

414U

STAIR 5

400S5

GEOGRAPHY

FACULTY OFFICE

414I

GEOGRAPHY

FACULTY OFFICE

414H

GEOGRAPHY

DEPT CHAIR OFFICE

414G

GEOGRAPHY

FACULTY OFFICE

414F

GEOGRAPHY

FACULTY OFFICE

414E

GEOGRAPHY

FACULTY OFFICE

414D

GEOGRAPHY

FACULTY OFFICE

414C

GEOGRAPHY

FACULTY OFFICE

414B

HVAC SHAFT

HVAC SHAFT

1.1B

1.1C 1.2A 1.4A

1.4B

1.4B

2.1A

2.2B

4.1A 7.1

7.4

1.1C

1.1C

2.2B2.2B

2.2B2.2B

2.2B

2.2B

4.4B4.4B 4.4B 4.4B 4.4B 4.4B4.4B4.4B4.4B

4.4B 4.4B 4.4B 4.4B 4.4B 4.4B 4.4B

4.4B

4.4B

2.1A

1.1C 2.1A 1.1C 2.1A1.1C 2.1A1.1C 2.1A1.1C 2.1A1.1C 2.1A

1.1C 2.1A 1.1C 2.1A 1.1C 2.1A 1.1C 2.1A 1.1C 2.1A 1.1C 2.1A

1.1C 2.1A

1.1C 2.1A

1.2A

1.2A

1.1C

1.4A 1.2B

2.2A

1.1C 2.1A

1.1C 2.1A

1.4B

1.1C 2.1A

1.4B

1.1C 2.1A

7.5

4.4B

4.4B

4.4B

4.4B

4.4B

4.4B

2.2A

2.2A

2.2B

1.4A 1.4B

2.1A

1.4B2.1A

2.1A

2.1A

2.1A

2.1A

4.7B 4.7A

2.2B

2.2B

4.1C

1.1C

1.1D

1.1E

EXISTING TILE

FLOOR TO REMAIN

EX413/2

EX411/1

EX411/2

4.1B

2.2A

1.1D

1.1C

1.1C

1.2A

1.1C 1.2A

1.2A

1.2B

1.2A

1.2A

1.2A

1.2A 1.2A 1.2A 1.2A 1.2A 1.2A

1.2A1.2A 1.2A 1.2A

1.2A

1.2A

1.2A

1.1C 1.2A 1.2A1.2A

1.2A

1.2A

1.2A 1.4B

1.4A

1.4A

1.4A 1.4A 1.4A 1.4A 1.4A

1.4A

1.4A

1.4A1.4A1.4A1.4A1.4A1.4A

1.4A

1.4B

EXG APC CLG

IN CORRIDOR

TO REMAIN

1.2B

1.2A

1.2A

1.2B

1.2A

1.2A

1.2A

1.4B

1.4B

1.2A

1.4E

1.4E

1.2A

EXG APC CLG

IN CORRIDOR

TO REMAIN

2.2B

EX413/1

EX414T

EXISTING ROOM NUMBER KEY

"E-126" - "E" Denotes existing rooms "126" Denotes room numbers assigned for field survey

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

THE DEMOLITION PLANS ARE SCHEMATIC AND SHALL SERVE AS A

GENERAL GUIDE AND ARE NOT INTENDED TO BE TOTALLY INCLUSIVE.

CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL EXISTING

CONDITIONS.

COORDINATE DEMOLITION ACTIVITIES WITH ALL OTHER

CONSTRUCTION IDENTIFIED ON CONSTRUCTION DOCUMENTS.

ITEMS SHOWN DASHED ON THE DEMOLITION PLANS SHALL BE

REMOVED, TYPICAL, UNO. KEYNOTES / ARROWS POINT TO A

REPRESENTATIVE AMOUNT OF THE DEMOLITION WORK BUT ARE NOT

INTENDED TO BE ALL INCLUSIVE.

THE FOLLOWING APPLIES TO MASONRY WALLS IDENTIFIED TO BE

REMOVED:

IF WALL RESTS ON FLOOR SLAB, SCRAPE FLOOR CLEAN TO RECEIVE

NEW FINISH FLOORING. IF WALL EXTENDS BELOW FLOOR SLAB,

REMOVE WALL TO 8" BELOW FLOOR SURFACE AND PATCH FLOOR

TO MATCH ADJACENT SURFACES UNO.

NOTE: FLOOR SLAB ELEVATIONS MAY VARY ON EACH SIDE OF

WALL. G.C. SHALL PATCH / FILL FLOOR SURFACES TO OBTAIN A

MAXIMUM 1/8" PER FOOT SLOPE BETWEEN FLOOR SURFACES.

LINTELS SHALL BE INSTALLED IN NEW OPENINGS IN EXISTING

MASONRY WALLS. SEE STRUCTURAL DRAWINGS FOR SIZES.

REFER TO PHASING PLANS FOR THE SEQUENCE OR PHASE OF

SELECTED DEMO OPERATIONS.

REFER TO SPEC SECTION DIVISION 01 "SELECTIVE DEMOLITION" FOR

SPECIFIC REQUIREMENTS REGARDING DEMOLITION SHOWN ON THIS

DRAWING.

REFER TO SPEC SECTION DIVISION 01 "CUTTING AND PATCHING" FOR

SPECIFIC REQUIREMENTS REGARDING CUTTING AND PATCHING

SHOWN ON THIS DRAWING.

REMOVE ALL TACKBOARDS, MARKERBOARDS, AND/OR CHALKBOARDS

AND MASTIC, UNO.

REMOVE ALL SIGNAGE & RETAIN FOR REUSE.

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25A101

FOURTH FLOOR PLAN

1/8" = 1'-0"

CONSTRUCTION NOTES

NUM DESCRIPTION

1.2 PROTECT EXISTING FLOOR FINISH DURING CONSTRUCTION

1.3 ALIGN FINISH FACES

1.5 EXISTING WALL TO ACHIEVE 1 HR FIRE BARRIER RATING. VERIFY FULL EXTENTS OF

WALL (FLOOR TO DECK) AND PATCH ANY OPENINGS TO MAINTAIN UL #U419

ASSEMBLY REQUIREMENTS

1.7 EXISTING RATED WALL/PARTITION/SHAFT - MAINTAIN RATING

2.5 PROVIDE BLOCKING FOR WALL-MOUNTED TV; SEE ELEV FOR HEIGHT

A101

FOURTH FLOOR DEMO PLAN

1/8" = 1'-0"

GENERAL DEMOLITION NOTES

DEMOLITION NOTES

NUM DESCRIPTION

1.1B REMOVE LINOLEUM SHEET FLOORING & MASTIC; PREP FOR NEW FLOOR

1.1C REMOVE CARPET/CARPET TILE & MASTIC; PREP FOR NEW FLOOR

1.1D REMOVE QUARRY TILE/CERAMIC TILE/TERRAZZO TILE & SETTING BED DOWN TO

EXISTING FLOOR SLAB; PREP FOR NEW FLOOR

1.1E EXISTING FLOORING AND BASE TO REMAIN - PROTECT DURING DEMO

1.2A REMOVE RUBBER BASE & MASTIC

1.2B REMOVE RUBBER BASE & MASTIC - SALVAGE BASE FOR REUSE; PREP WALL FOR

BASE REINSTALL

1.4A REMOVE ACOUSTIC PANEL CEILING & SYSPENSION SYSTEM, GRILLES, DIFFUSERS,

& LIGHTING

1.4B REMOVE PLASTER/GYP BOARD CEILING/BULKHEAD & SYSPENSION

SYSTEM/FRAMING

1.4E EXG PLASTER/GYP BOARD CEILING/BULKHEAD & SYSPENSION SYSTEM/FRAMING

TO REMAIN

2.1A REMOVE GPBD & STUD PARTITION

2.2A REMOVE DOOR(S), FRAME, AND FLOOR/WALL STOPS WHERE PRESENT -

SALAVAGE WOOD DOORS, FRAME HARDWARE & TRIM FOR REUSE

2.2B REMOVE DOOR(S), FRAME, AND FLOOR/WALL STOPS WHERE PRESENT

4.1A REMOVE PLASTIC LAMINATE/ WOOD/ METAL CASEWORK, COUNTERTOPS,

BLOCKING & ASSOCIATED SUPPORTS - SALVAGE AND RETAIN FOR REUSE

4.1B REMOVE PLASTIC LAMINATE/ WOOD/ METAL CASEWORK, COUNTERTOPS,

BLOCKING & ASSOCIATED SUPPORTS

4.1C REMOVE WALL MOUNTED ACCESSORIES--PAPER TOWEL DISP, SOAP DISP,

ETC--AND SALVAGE FOR REUSE

4.4B REMOVE WINDOW TREATMENTS AND RETAIN FOR REINSTALLATION

4.7A REMOVE CEILING CAMERAS, MICROPHONES, SPEAKERS, PROJECTORS, & OTHER

AV EQUIP & TECH; SALVAGE FOR REUSE

4.7B REMOVE TOILET ACCESSORIES INCL'D TOILET PAPER, PAPER TOWEL, SOAP,

SANITARY DISPENSORS, WASTE & SANITARY DISPOSAL, MIRRORS, AND HOOKS

7.1 REMOVE PLUMBING FIXTURES

7.4 REMOVE KITCHEN EQUIPMENT

7.5 REMOVE WATER FOUNTAINS AND RETAIN FOR REINSTALLATION

UP

EXISTING ROOM NUMBER KEY

"E-126" - "E" Denotes existing rooms "126" Denotes room numbers assigned for field survey

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

THE DEMOLITION PLANS ARE SCHEMATIC AND SHALL SERVE AS A

GENERAL GUIDE AND ARE NOT INTENDED TO BE TOTALLY INCLUSIVE.

CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL EXISTING

CONDITIONS.

COORDINATE DEMOLITION ACTIVITIES WITH ALL OTHER

CONSTRUCTION IDENTIFIED ON CONSTRUCTION DOCUMENTS.

ITEMS SHOWN DASHED ON THE DEMOLITION PLANS SHALL BE

REMOVED, TYPICAL, UNO. KEYNOTES / ARROWS POINT TO A

REPRESENTATIVE AMOUNT OF THE DEMOLITION WORK BUT ARE NOT

INTENDED TO BE ALL INCLUSIVE.

THE FOLLOWING APPLIES TO MASONRY WALLS IDENTIFIED TO BE

REMOVED:

IF WALL RESTS ON FLOOR SLAB, SCRAPE FLOOR CLEAN TO RECEIVE

NEW FINISH FLOORING. IF WALL EXTENDS BELOW FLOOR SLAB,

REMOVE WALL TO 8" BELOW FLOOR SURFACE AND PATCH FLOOR

TO MATCH ADJACENT SURFACES UNO.

NOTE: FLOOR SLAB ELEVATIONS MAY VARY ON EACH SIDE OF

WALL. G.C. SHALL PATCH / FILL FLOOR SURFACES TO OBTAIN A

MAXIMUM 1/8" PER FOOT SLOPE BETWEEN FLOOR SURFACES.

LINTELS SHALL BE INSTALLED IN NEW OPENINGS IN EXISTING

MASONRY WALLS. SEE STRUCTURAL DRAWINGS FOR SIZES.

REFER TO PHASING PLANS FOR THE SEQUENCE OR PHASE OF

SELECTED DEMO OPERATIONS.

REFER TO SPEC SECTION DIVISION 01 "SELECTIVE DEMOLITION" FOR

SPECIFIC REQUIREMENTS REGARDING DEMOLITION SHOWN ON THIS

DRAWING.

REFER TO SPEC SECTION DIVISION 01 "CUTTING AND PATCHING" FOR

SPECIFIC REQUIREMENTS REGARDING CUTTING AND PATCHING

SHOWN ON THIS DRAWING.

REMOVE ALL TACKBOARDS, MARKERBOARDS, AND/OR CHALKBOARDS

AND MASTIC, UNO.

REMOVE ALL SIGNAGE & RETAIN FOR REUSE.

F G

CHAIR OFFICE

508NN

ADMIN OFFICE

508OO

STAIR 5

500S5

STOR

508FF

OFFICE

508PP

OFFICE

508QQ

OFFICE

508RR

OFFICE

508KK

OFFICE

508LL

OFFICE

508MM

CORRIDOR

508EE

M2

6'-2"

2'- 6"

1.5

DUCTS - SEE HVAC DRAWINGS

SHAFT ENCLOSURE - COORDINATE

LAYOUT AND SIZE WITH DUCT LOCATION

AND MINIMIZE SIZE IN OFFICE

EXISTING SHAFT ENCLOSURE -

MAINTAIN RATING

1 HOUR RATED SHAFT

ENCLOSURE CONNECTING

FOURTH FLOOR TO ROOF

F G

ROOFTOP MECHANICAL UNIT -

SEE HVAC DRAWINGS

SET CURB AND FLASH TO EXSITING

ROOFTOP MEMBRANE PER

MANUFACTURERS REQUIREMENTS TO

MAINTAIN ALL WARRANTY COVERAGE

F G

CHAIR OFFICE

508NN

ADMIN OFFICE

508OO

STAIR 5

500S5

STOR

508FF

OFFICE

508PP

OFFICE

508QQ

OFFICE

508RR

OFFICE

508KK

OFFICE

508LL

OFFICE

508MM

CORRIDOR

508EE

3.8

1.

A.

B.

C.

D.

2.

A.

B.

CODES AND STANDARDS

New construction has been designed to, and shall be constructed in accordance with the following building codes and standards:

Pennsylvania Uniform Construction Code 2018 International Building Code (IBC 2018) 2018 International Existing Building Code (IEBC 2018) ASCE 7-16, Minimum Design Loads and Associated Criteria for Buildings and Other Structures

Unless explicitly modified in the Contract Drawings and Specifications, the Contractor shall comply with provisions of:

AISC 360-16, Specification for Structural Steel Buildings AWS D1.1-15, Structural Welding Code - Steel

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

GENERAL

New construction shall comply with the Contract Documents and the Building Code.

Do not start work without appropriate permits from Authority Having Jurisdiction (AHJ).

Drawings are not to be scaled.

Typical details and general notes apply to all parts of the work except where specifically detailed or unless otherwise noted.

The structural drawings illustrate structural members. Refer to Contract Documents for non-structural items which require coordination with structural members.

No items shall be embedded into structural members unless shown on the structural drawings or approved by the Structural Engineer of Record (SEoR).

No structural elements shall be cut unless specifically approved by the SEoR.

Sleeves and openings shall be located in a manner that will maintain structural integrity of the element.

The Contractor shall verify and be responsible for dimensions and conditions which impact the work. Field verify sizes, elevations, hole locations, etc., prior to fabrication.

The Contractor shall carefully review the drawings to identify the scope of work required, visit the site to relate the scope of work to existing conditions and determine the extent to which those conditions and physical surroundings will impact the work.

The Contractor shall resolve any conflicts on the drawings or in the specifications with the design team before proceeding with the work.

Any deviation, modification, or substitution from the approved set of structural documents shall be submitted to the Owner and design team for review/approval prior to its use or inclusion on the shop drawings.

The Contractor shall review shop drawings for completeness and compliance with Contract Documents and stamp shop drawings prior to submission to the design team.

Review of the shop drawings by the design team shall not be construed as an authorization to deviate from the Contract Documents.

Shop drawings will not be processed if incomplete, lack coordination with relevant portion of Contract Documents, lack calculations if required, or if deviations, modifications, and substitutions are indicated without prior written approval from the Architect/SEoR.

The Contractor's Engineers and the Delegated Design Engineers hired by the Contractor shall be Professional Engineers licensed in the jurisdiction where the project is located.

1.

A.

B.

C.

2.

3.

4.

A.

B.

C.

5.

6.

7.

A.

a.

b.

c.

d.

B.

a.

b.

c.

C.

8.

9.

A.

B.

10.

11.

12.

A.

B.

C.

STRUCTURAL STEEL CONSTRUCTION

Structural steel detailing, fabrication, and erection shall conform to:

AISC 303, Code of Standard Practice for Steel Buildings and Bridges.

RCSC's Specification for Structural Joints Using High-Strength Bolts.

AWS D1.1, Structural Welding Code.

Fabricator shall be an AISC-Certified Plant, Category BU.

Erector shall be an AISC-Certified Erector, Category CSE.

Structural Steel shall meet the following:

W, WT, C, and MC shapes per ASTM A992, Grade 50.

M, S, and L shapes per ASTM A572, Grade 50.

Plates and bars per ASTM A572, Grade 50.

The full design and load-carrying capacity of the steel shall not be impaired due to fabrication, shipment, or erection procedures. Throughout the complete process, the stability of individual members and assemblies shall be maintained.

See Construction Documents for miscellaneous steel requirements.

Connections - high--strength bolted or welded:

Bolted Connections:

Bolts shall meet ASTM F3125, with ASTM F436 hardened washers and ASTM A563 nuts.

Provide bearing type connections with thread included in the shear plane for connections other than slip critical connections.

Bolts shall be tightened to full pretensioning load, except slip connections and other connections noted shall be snug tight.

Use standard holes with the following exceptions: oversize holes are permitted when bolts are loaded in tension; short slotted holes are permitted for shear loading perpendicular to the slot.

Welded Connections:

Welding electrodes shall be E70XX except where other electrodes are required for compatibility with material being welded.

Where minimum AISC fillet weld thickness requirement exceeds welds shown on details, or weld size is not specified, provide minimum AISC weld.

All shop and field welding shall be performed by a welder with current valid certificate in the type of weld specified.

Copes and cut openings where specified shall have a 1/2" radius minimum.

Grout under base plates and bearing plates shall be non-metallic, non-shrink grout conforming to ASTM C1107.

Protective coatings, unless otherwise noted:

Prepare surfaces of interior steel not exposed to view to SSPC-SP 2; exterior steel and interior steel exposed to view to SSPC-SP 6/NACE No. 3.

Interior steel: Provide chemically active, modified alkyd primer at 1.5 mils dry thickness.

Provide 1/4" closure plates at open ends of HSS members.

Miscellaneous hanging loads such as stair stringers, pipes, mechanical units, etc., supported by steel members shall be applied in such a manner that no torsional forces are induced in the steel members, i.e., loads shall pass through the centerline of wide flange sections and through the shear center of channels.

Submittals shall include:

Product data, mill test reports, and material certificates for all materials.

Embedment drawings with details and locations of each embedment.

Shop drawings with erection drawings, details of cuts, connections, splices, camber, holes, bolts, welds, coatings, and other pertinent data.

1.

2.

3.

A.

B.

4.

STRUCTURAL TESTING AND SPECIAL INSPECTIONS

Structural testing and special inspections are required and shall include items outlined in Chapter 17 of the Building Code. The Owner shall engage a qualified independent testing agency to conduct structural testing and special inspections.

Special inspectors shall be employed or retained by the approved testing agency and have the recommended experience and certifications as summarized in Appendix C of the current International Code Counsel (ICC) Special Inspection Manual. The testing agency may employ or retain multiple special inspectors with differing areas of expertise as required for the project.

Structural observations performed by the Architect/SEoR during construction:

Are not special inspection services and do not waive the responsibility for the inspections required by the AHJ or the testing agency.

Do not guarantee the Contractor's performance and shall not be considered as supervision of construction.

The qualified testing agency shall submit a written summary statement indicating that applicable structural testing and special inspections have been completed. The written summary statement shall clearly identify non-compliant test and inspection results. The written summary statement shall be sealed by the testing agencies supervising Professional Engineer and be submitted to the Owner, Contractor, building official, and design professionals.

C8x11.5 (2 SIDES)

3/8" STIFFENER PLATE

(EA. CORNER)

TOP OF ANGLE/CHANNEL

FRAME TO BE FLUSH

WITH TOP OF JOIST

OR BEAM

EX. STEEL BEAM

NOTES:

1. IF "X" IS 4" OR LESS, ELIMINATE ANGLE

PARALLEL TO JOIST OR BEAM.

2. CONTRACTOR TO VERIFY SIZE AND

LOCATION OF ALL OPENINGS. SEE

ARCHITECTURAL, MECHANICAL, ETC.

DRAWINGS FOR OPENINGS NOT

SHOWN ON STRUCTURAL DRAWINGS.

3. CUT HOLE IN ROOF/FLOOR DECK AFTER

INSTALLATION OF ALL FRAME MEMBERS

OPENING

"X"

OP

EN

PLAN

SECTION A-A

ROOF/FLOOR DECK OPENING DETAIL

A-A

1/4

2 SIDES

8'-0" MAX.

L4x4x1/2 (2 SIDES)

3' -0

" M

AX

1/4

2 SIDES

ROOF DECK

(SEE PLAN)

STEEL BEAM OR

JOIST (SEE PLAN)

NOTE:

COORDINATE MECHANICAL UNIT

LOCATION AND SUPPORT STRUCTURE

WITH EQUIPMENT SUPPLIER

COORDINATE ROOFING

WITH ARCHITECTURAL

DRAWINGS

MC6x12 CONTINUOUS

CHANNEL SUPPORT

MECHANICAL UNIT.

COORDINATE W/ ARCH.

AND MECH. DWGS.

MECHANICAL UNIT SUPPORT OVER STEEL DECK

3/16 2

EACH SIDE OF

CHANNEL AT BEAM

OR JOIST

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CONSTRUCTION NOTES

NUM DESCRIPTION

1.2 PROTECT EXISTING FLOOR FINISH DURING CONSTRUCTION

1.3 ALIGN FINISH FACES

1.5 EXISTING WALL TO ACHIEVE 1 HR FIRE BARRIER RATING. VERIFY FULL EXTENTS OF

WALL (FLOOR TO DECK) AND PATCH ANY OPENINGS TO MAINTAIN UL #U419

ASSEMBLY REQUIREMENTS

1.7 EXISTING RATED WALL/PARTITION/SHAFT - MAINTAIN RATING

2.5 PROVIDE BLOCKING FOR WALL-MOUNTED TV; SEE ELEV FOR HEIGHT

GENERAL DEMOLITION NOTES

A102

FIFTH FLOOR - SHAFT ENCLOSURE

1/8" = 1'-0"

A102

ROOF - NEW HVAC

1/8" = 1'-0"

A102

FIFTH FLOOR - SHAFT ENCLOSURE DEMO

1/8" = 1'-0"

DEMOLITION NOTES

NUM DESCRIPTION

3.8 CUT OPENING IN IN FLOOR FOR NEW HVAC - SEE MEP DWGS

GENERAL NOTES - STRUCTURAL

4.

5.

A.

B.

6.

7.

8.

9.

10.

11.

12.

13.

14.

1. HM DOOR FRAMES TO MATCH WALL PAINT

2. DOOR FINISH AND WOOD TO MATCH EXISTING DOORS

3. INSTALL BACKER ROD AND SEALANT IN COLOR AS SELECTED BY

ARCHITECT -- FULL PERIMETER OF FRAME, BOTH SIDES.

INSTALL HINGE SIDE OF ALL DOOR FRAMES MINIMUM 4" FROM

ADJACENT OR PERPENDICULAR WALL UNLESS NOTED OR

DIMENSIONED OTHERWISE.

MAINTAIN CLEARANCES AT LATCH EDGE OF ALL DOORS IN

OCCUPIED SPACES AS FOLLOWS:

PULL SIDE MINIMUM 18" CLEAR

PUSH SIDE MINIMUM 12" CLEAR

REPORT CONDITIONS WHICH DO NOT MEET THESE

REQUIREMENTS TO ARCHITECT.

ALL HOLLOW METAL FRAMES REQUIRING FACE ANCHORS SHALL

BE FILED, SANDED, AND PRIMED IN FIELD PRIOR TO FINAL

PAINTING.

ALL HOLLOW METAL WINDOWS AND DOOR FRAMES SHALL BE

FULLY WELDED CONSTRUCTION. ALL HOLLOW METAL FRAME

WELDS SHALL BE GROUND SMOOTH, PRIMED, AND READY FOR

FINAL PAINT IN FIELD UNLESS NOTED OTHERWISE.

APPLIED STOPS SHALL BE ON INTERIOR/LOCKED (ROOM OR

BUILDING) SIDE OF HOLLOW METAL FRAME - TYPICAL.

GROUT ALL HM DOOR FRAMES FULL IN MASONRY WALLS.

REINFORCE FRAMES IN STUD WALLS IN ACCORDANCE WITH

"TYPICAL STEEL STUD JAMB DETAILS /ELEVATIONS".

ALL RATED OPENINGS SHALL HAVE MATCHING RATED FRAMES,

AND HAVE UL LISTED DOOR HARDWARE. LABELED TAGS SHALL

NOT BE PAINTED.

WHERE ALUMINUM FRAMING IS ABUTTING DISSIMILAR METALS,

APPLY BITUMINOUS PAINT TO SURFACES OF BOTH ADJOINING

METALS.

Existing construction door notes

GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

CONDITIONS AND DIMENSIONS.

ALL EXISTING INTERIOR, AND EXTERIOR HOLLOW METAL DOOR

FRAMES TO REMAIN, ARE TO BE REPAINTED.

REPAIR EXISTING HOLLOW METAL FRAMES TO REMAIN WHERE

HINGES, DEADBOLTS, OR OTHER HARDWARE IS REMOVED WITH

STEEL PLATES. PREP, GRIND SMOOTH, THEN SAND AREAS TO

RECEIVE FIELD PAINTING.

TYP INTERIOR UNO

- 1/4" TEMPERED GLASS

INTERIOR FIRE PROTECTED

CERAMIC GLASS

- 2.2 - 45 MINUTES

F (FLUSH)

- MATERIAL VARIES,

SEE DOOR SCHEDULE

SE

E

SC

HE

D

SEE SCHED

HM-1

AS

SCHEDULUED

AS

S

CH

ED

UL

ED

2"

2" 2"

AS

SCHEDULUED

AS

S

CH

ED

UL

ED

2"

2" 1'-11" 2"

HM-2

AS

SCHEDULED

AS

S

CH

ED

UL

ED

2"

2" 1'-6" 2"

HM-3

GLGL

2.2 2.2

DOOR HARDWARE SET TYPES LISTED TO INDICATE DOOR OPERATION AND ANY SPECIAL

CONDITIONS FOR THE DOOR TYPE.

FOR EACH HARDWARE SET TYPE, PROVIDE ALL REQUIRED DOOR HARDWARE FOR A FULLY

FUNCTIONAL DOOR - INCLUDING LATCH SETS, LEVERS, HINGES, CLOSERS, LOCK AND LATCH

STRIKES, DOOR STOPS, GASKETING AND TRIM, ETC.

DOOR HARDWARE MAKE, MODEL, STYLE, AND FINISHES TO MATCH EXISTING SCHOOL STANDARDS.

1.

2.

3.

4.

SET NO. FUNCTION/STYLE LATCH SET DETAILS NOTES

CLASSROOM FUNCTION EXG LEVERS & COMBINATION LOCK INCLUDE WALL STOP

INCLUDE PANIC HARDWARE

NO LONGER USED

OFFICE FUNCTION EXG LEVERS & COMBINATION LOCK INCLUDE WALL STOP

STORAGE FUNCTION USE EXG LEVERS INCLUDE WALL STOP

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DOOR SCHEDULE - FOURTH FLOOR

NUM

PANEL SIZE PANEL FRAME

RATING

HDW SET

NO. REMARKS COMMENTSWIDTH HEIGHT THICK MATL TYPE GLAZ MATL TYPE GLAZ

400H7/1 3' - 0" 7'-0" 1 3/4" WD F - HM HM-1 - - 3 REINSTALL SALVAGED DOOR & FRAME EX414T/1

401/1 3' - 0" 7'-0" 1 3/4" WD F - HM HM-3 2.2 45 1 REINSTALL SALVAGED DOOR & FRAME EX413/1, PROVIDE CLOSER &

PANIC HARDWARE

401/2 3' - 0" 7'-0" 1 3/4" WD F - HM HM-1 - - 4 PAINT FRAME TO MATCH WALL COLOR

401/3 3' - 0" 7'-0" 1 3/4" WD F - HM HM-3 2.2 45 1 EXG DOOR TO REMAIN IN PLACE, PROVIDE CLOSER & PANIC

HARDWARE

402/1 3' - 0" 7'-0" 1 3/4" WD F - HM HM-2 2.2 45 1 REINSTALL SALVAGED DOOR & FRAME EX411/1, PROVIDE CLOSER &

PANIC HARDWARE

402/2 3' - 0" 7'-0" 1 3/4" WD F - HM HM-2 2.2 45 1 REINSTALL SALVAGED DOOR & FRAME EX411/2, PROVIDE CLOSER &

PANIC HARDWARE

GENERAL DOOR NOTESGLAZING LEGEND

DOOR TYPESDOOR FRAME TYPES

DOOR HARDWARE NOTES

EXISTING DOORS TO BE REUSED

NUM

PANEL SIZE PANEL FRAME

RATING

HDW SET

NO. REMARKS COMMENTSWIDTH HEIGHT THICK MATL TYPE

GLA

Z MATL TYPE GLAZ

EX411/1 3' - 0" 7'-0" 1 3/4" WD F - HM HM-2 2.2 45 REUSE FOR 402/1

EX411/2 3' - 0" 7'-0" 1 3/4" WD F - HM HM-2 2.2 45 REUSE FOR 402/2

EX413/1 3' - 0" 7'-0" 1 3/4" WD F - HM HM-3 2.2 45 EXG DOOR & FRAME TO REMAIN IN PLACE

EX413/2 3' - 0" 7'-0" 1 3/4" WD F - HM HM-3 2.2 45 REUSE FOR 401/1

EX414T 3' - 0" 7'-0" 1 3/4" WD F - HM HM-1 - - REUSE FOR 401/2

PROJ SCRN PROJ SCRN PROJ SCRN

PR

O

J

SC

R N

PR

O

J

SC

R N

1.

2.

3.

4.

5.

6.

GRILLES, DIFFUSERS, & SPRINKLER CAPS IN GPBD BULKHEADS

SHALL BE PAINTED TO MATCH BULKHEAD COLOR TYPE, EXCEPT

WHERE BULKHEAD IS WHITE.

PAINT ALL EXPOSED SURFACES - FACES AND UNDERSIDE OF GPBD

BULKHEADS AND CEILINGS COLOR PNT-2 UNO. PNT-X DESIGNATION

ON…