project information & code analysis st. vincent …

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EL: POINT OF ELEVATION HEIGHT SPOT ELEVATION WALL TYPE WINDOW # DOOR # EXTERIOR ELEVATION PLAN NORTH SECTION COLUMN GRID ROOM TAG WITH AREA DETAIL ELEVATION INTERIOR A P - 1 P - 3 P - 4 P - 2 1 A101 SIM ROOM NAME 101 150 SF 1 REVISION TAG 1 View Name 1/8" = 1'-0" VIEW TITLE A101 A101 1 Ref 1 Ref 1 Ref 1 Ref 1 Ref 1 Ref 1 Ref 1 Ref 101 A101 1 SIM 0 NEW ATHLETIC FACILITY 33,540 SF (1 - STY W/ 4000 SF MEZZ) 30,917 SF (2 - STY W/ BASEMENT) 8,167 SF (2 - STY) 19,800 SF 51' - 6" 88' - 0" FUTURE THEATER (NEW FOOTPRINT SHADED) 222' - 0" 170' - 0" 98' - 0 1/2" 44' - 0" 14' - 0" 3 - STY 2 - STY BUILDING A = 36,915 SF ALL FLOORS BUILDING B = 53,874 SF ALL FLOORS BUILDING C = 39,632 SF ALL FLOORS TO BE SPRINKLERED SPRINKLERED SPRINKLERED PARTIALLY SPRINKLERED 2 - HR CMU FIRE WALL 2 - HR CMU FIRE WALL SHEET TITLE: SHEET: SHEET ISSUE DATE: PROJECT NAME: Paul J. Gorman Architects 3928 Washington Blvd. Suite 201 Baltimore, MD 21227 Email: [email protected] Scale Consulting Architect: Paul Gorman Architectural Statement: I certify that these documents were reviewed by and approved by me and I am a duly licensed architect under the laws of the state of Maryland License Number 7622 Expiration Date 5.11.21 As indicated A1 Cover Sheet 05/01/20 ST. VINCENT PALLOTTI HIGH SCHOOL 113 St. Mary's Pl., Laurel, MD 20707 No. Description Date 113 ST. MARY'S PL., LAUREL, MD 20707 PROJECT INFORMATION & CODE ANALYSIS SYMBOL KEY SITE MAP KEY PLAN ENERGY CODE SHEET INDEX Number Sheet Title Issue Date Current Revision Current Revision Date A1 Cover Sheet 05/01/20 A2 Existing 1st Floor Plan 05/01/20 A3 New 1st Floor Plan 05/01/20 A3.1 2nd Floor Plan 05/01/20 A4 Building Sections, Insulation Details 05/01/20 A4.1 Enlarged Building Sections 05/01/20 A5 Exterior Elevations 05/01/20 A6 Partitions, Door Schedule, Restroom Details 05/01/20 A7 Life Safety Plan, Occupant Load 05/01/20 A8 Reflected Ceiling Plan 05/01/20 A9 Roof Plan 05/01/20 Climate Zone: 4A A=Moist Building Envelope Requirements: Roof, Metal Building R - 36 + R - 5 Therm. Block Roof, Insul. On Deck R - 30 Contin. Walls, Metal Studs R - 13 + R - 7.5 Contin. Wall, CMU R - 9.5 Contin. Frost Wall R - 10 Doors U=0.70 Metal Door Frames U=0.85 Windows SHGC=0.40 Fixed Fenestration U=0.38 Operable Fenestration U=0.45 Entrance Doors U=0.77 Skylights U=0.5 1. GENERAL DESCRIPTION THIS SET OF DRAWINGS DEPICTS THE WORK REQUIRED FOR A PRE - ENGINEERED STEEL SCHOOL BUILDING ADDITION. THE PRE - ENGINEERED METAL BUILDING SYSTEM SHALL INCLUDE ALL SCREWS, FASTENERS, FLASHING, MASTIC, BRACES, ETC. FOR A COMPLETE AND WEATHERTIGHT BUILDING PER MANUFACTURER'S RECOMMENDATIONS. DRAWINGS ARE BASED ON VARCO - PRUDEN STANDARDS OR EQUAL. THE BUILDING IS CLASSIFIED AS STRUCTURAL RISK CATEGORY III PER I BC TABLE 1604.5. 2. APPLICABLE CODES FOR THE CITY OF LAUREL 2017 NFPA 70 NATIONAL ELECTRICAL CODE 2017 NFPA 70 E ELECTRICAL SAFETY IN THE WORKPLACE 2018 NFPA 101 LIFE SAFETY CODE ALL NFPA CODES 2018 INTERNATIONAL BUILDING CODE IBC 2018 INTERNATIONAL ENERGY CONSERVATION CODE IECC 2018 INTERNATIONAL MECHANICAL CODE IMC 2018 PROPERTY MAINTENANCE CODE IPC 2010 AMERICAN DISABILITIES ACT ADA (MARYLAND ACCESSIBILITY CODE ) CONSTRUCTION ASSOCIATED WITH THIS APPLICATION SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES GOVERNING THIS PROPERTY. 3. IBC CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION: THIS BUILDING IS CLASSIFIED PER IBC SECTION 303.4, GROUP 'E' - SPRINKLERED. 303.1.3 A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES THAT IS ASSOCIATED WITH A GROUP E OCCUPANY IS NOT CONSIDERED A SEPARATE OCCUPANCY. 5. IBC CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS: A) TABLE 506.2 ALLOWABLE BUILDING HEIGHT FOR TYPE II - B CONSTRUCTION: GROUP 'E': 3 - STORIES - 75' FEET HIGH, 43,500 SF 506.2.3 SINGLE OCCUPANCY, MULTI - STORY A a = [43,500 SF + [(14,500 SF X .5% X .75)] X 2 STY = [43,500 SF + (5,437.5 SF)] X 2 STY = 48,937.5 SF X 2 STY ALLOWABLE FIRE AREA = 97,875 SF ALLOWABLE FLOOR AREA = 48,937.5 SF X 1 STY = 48,937.5 SF ACTUAL BUILDING A : 3 STORY - 40' FEET HIGH, 36,915 SF TOTAL OF ALL FLOORS/ 19,800 SF 1ST FLOOR ACTUAL BUILDING B : 2 STORY - 33' FEET HIGH, 53,874 SF TOTAL OF ALL FLOORS/ 45,707 SF 1ST FLOOR ACTUAL BUILDING C : 2 STORY - 33' FEET HIGH, 39,632 SF TOTAL OF ALL FLOORS/ 30,917 SF 1ST FLOOR 6. IBC CHAPTER 6 - TYPES OF CONSTRUCTION: A) BUILDING IS CLASSIFIED AS TYPE II - B TABLE 601 FIRE - RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: STRUCTURAL FRAME: 0 HR EXTERIOR LOAD BEARING WALLS: 0 HR INTERIOR LOAD BEARING WALLS: 0 HR EXTERIOR NON - LOAD BEARING WALLS: 0 HR INTERIOR NON - LOAD BEARING WALLS: 0 HR FLOOR CONSTRUCTION: 0 HR ROOF CONSTRUCTION: 0 HR B) TABLE 602 FIRE - RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE: 0 HRS - ENTIRE PERIMETER @ SEPARATION GREATER THAN 30' C) SECTION 603 FIRE RETARDANT TREATED WOOD SHALL BE PERMITTED IN BLOCKING FOR HANDRAILS, CABINETS, WINDOW & DOOR FRAMES PER 603.1. 7. IBC CHAPTER 7 - FIRE AND SMOKE PROTECTION FEATURES A) 706.4 FIREWALL RESISTANCE RATING II - B CONSTRUCTION 2 HR PER 706.4 B) SECTION 707 FIRE BARRIERS FOR EDUCATIONAL OCCUPANCIES FIRE AREAS 2 HR PER 707.3.10 SHAFTS 1 HR PER 713.4 INTERIOR EXIT STAIRWAY & RAMP 1 HR PER 1023.2 EXIT ACCESS STAIRWAY 1 HR PER 713.4 EXIT PASSAGEWAY 1 HR PER 1024.3 8. IBC CHAPTER 8 - INTERIOR FINISHES: A) TABLE 803.11 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY: USE GROUP 'E' - SPRINKLERED, 1 - STORY ' E' INTERIOR EXIT STAIRWAYS, INTERIOR EXIT RAMPS AND EXIT PASSAGEWAYS: CLASS B CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND EXIT ACCESS RAMPS: CLASS C ROOMS AND ENCLOSED SPACES: CLASS C 9. IBC CHAPTER 9 - FIRE PROTECTION SYSTEMS: A) 903.2.3 SPRINKLERS REQUIRED IF THE FIRE AREA IS OVER 12,000 SF, B) SECTION 906.2 PORTABLE FIRE EXTINGUISHERS SHALL BE SELECTED, INSTALLED AND MAINTAINED IN ACCORDANCE WITH NFPA 10. C) SECTION 907 FIRE ALARM AND DETECTION SYSTEMS 907.2.3 GROUP E. A MANUAL FIRE ALARM SYSTEM THAT INITIATES THE OCCUPANT NOTIFICATION SIGNAL UTILIZING AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM MEETING THE REQUIREMENTS OF SECTION 907.5.2.2 AND INSTALLED IN ACCORDANCE WITH SECTION 907.6 SHALL BE INSTALLED IN GROUP E OCCUPANCIES. WHEN AUTOMATIC SPRINKLER SYSTEMS OR SMOKE DETECTORS ARE INSTALLED, SUCH SYSTEMS SHALL BE CONNECTED TO THE BUILDING FIRE ALARM SYSTEM. EXCEPTION : MANUAL FIRE ALARM BOXES ARE NOT REQUIRED WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1., THE OCCUPANT NOTIFICATION APPLIANCES WITH ACTIVATE THROUGHOUT THE NOTIFICATION ZONES UPON SPRINKLER WATER FLOW AND MANUAL ACTIVATION IS PROVIDED FROM A NORMALLY OCCUPIED LOCATION. 10. IBC CHAPTER 10 - MEANS OF EGRESS: A) MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT CLASSROOM 20 SF / PERSON OFFICE 100 SF / PERSON CONFERENCE 15 SF PERSON KITCHEN 200 SF / PERSON FOYER 15 SF / PERSON STORAGE 300 SF / PERSON GYM 5 SF / PERSON TOTAL DESIGN OCCUPANT LOAD OF ADDITION = 4,109 OCCUPANTS (SEE A7) ACTUAL NUMBER OF OCCUPANTS = 400 OCCUPANTS B) EGRESS WIDTH REQUIRED PER 1005.3.2 .2" PER OCCUPANT X 3,647 OCCUPANTS = 729.4" EGRESS WIDTH REQUIRED = 60.78' EGRESS WIDTH PROVIDED = 66' C) NUMBER OF EXITS PER 1006 MINIMUM # OF EXITS REQUIRED 4 NUMBER OF EXITS PROVIDED 13 D) MAXIMUM TRAVEL DISTANCE TO AN EXIT PER 1017 SPRINKLERED 'E' 250' E) CORRIDOR FIRE RESISTANCE RATING PER 1020.1 SPRINKLERED 'E' O HR F) MINIMUM CORRIDOR WIDTH PER 1020.2 'E' 72" G) DEAD ENDS 1020.4 SPRINKLERED 'E' 50' 11. IBC CHAPTER 29 - PLUMBING SYSTEMS THE SCHOOL IS DESIGNED FOR 500 TOTAL STUDENTS AND STAFF. CURRENTLY, THE SCHOOL HAS MORE THAN THE MINIMUM REQUIRED NUMBER OF PLUMBING FIXTURES. NEW FIXTURES ADDED WILL BE SUPPLEMENTARY. REQUIRED WATER CLOSETS REQUIRED LAVATORIES DRINKING FOUNTAINS REQUIRED EDUCATIONAL 'E' 1/50 OCCUPANTS 1/50 OCCUPANTS 1/100 OCCUPANTS TOTAL EDUCATIONAL OCCUPANTS 500 = 250 MALE / 250 FEMALE FIXTURES REQUIRED WATER CLOSETS LAVATORIES DRINKING FOUNTAINS 'E' 250 / 50 = 5 MALE 250 / 50 = 5 MALE 500/100 = 5 250 / 50 = 5 FEMALE 250 / 50 = 5 FEMALE ST. VINCENT PALLOTTI HIGH SCHOOL GENERAL NOTES 1. SEE METAL BUILDING MANUFACTURER'S DRAWINGS FOR ANCHOR BOLT DI AMETER AND LOCATION. SEE FOUNDATION PLAN FOR ANCHOR BOLT LENGTH. 2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL BY ARCHITE CT & STRUCTURAL ENGINEER. 3. CONTRACTOR SHALL VERIFY CONDITIONS & DIMENSIONS PRIOR TO FABR ICATION OR ORDERING MATERIALS & NECESSARY PERMITS ARE OBTAINED. 4. ALL EXPOSED STEEL TO BE PRIMED PAINTED, REPAIRED, CLEANED AND TOUCHED UP. 5. ALL BOLTS TO BE PLATED (CADMIUM, ETC.) NOT RAW STEEL, NOT PAI NTED. 6. SECONDARY STEEL TO BE GALVANIZED (PURLINS & GIRTS). SECTION C402 (IECC 2015) BUILDING ENVELOPE REQUIREMENTS C402.1 GENERAL (PRESCRIPTIVE) BUILDING THERMAL ENVELOPE ASSEMBLIES FOR BUILDINGS THAT ARE INTENDED TO COMPLY WITH THE CODE ON A PRESCRIPTIVE BASIS, IN ACCORDANCE WITH THE COMPLIANCE PATH DESCRIBED IN ITEM 2 OF SECTION C401.2, SHALL COMPLY WITH THE FOLLOWING: 1. THE OPAQUE PORTIONS OF THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH THE SPECIFIC INSULATION REQUIREMENTS OF SECTION C402.2 AND THE THERMAL REQUIREMENTS OF EITHER THE R - VALUE - BASED METHOD OF SECTION C402.1.3; THE U - , C - AND F - FACTOR - BASED METHOD OF SECTION C402.1.3; OR THE COMPONENT PERFORMANCE ALTERNATIVE OF SECTION C402.1.5. 2. ROOF SOLAR REFLECTANCE AND THERMAL EMITTANCE SHALL COMPLY WITH SECTION C402.3. 3. FENESTRATION IN BUILDING ENVELOPE ASSEMBLIES SHALL COMPLY WITH SECTION C402.4. 4. AIR LEAKAGE OF BUILDING ENVELOPE ASSEMBLIES SHALL COMPLY WITH SECTION C402.5. ALTERNATIVELY, WHERE BUILDINGS HAVE A VERTICAL FENESTRATION AREA OR SKYLIGHT AREA EXCEEDING THAT ALLOWED IN SECTION C402.4, THE BUILDING AND BUILDING THERMAL ENVELOPE SHALL COMPLY WITH SECTION C401.2, ITEM 1 OR SECTION C401.2, ITEM 3. WALK - IN COOLERS, WALK - IN FREEZERS, REFRIGERATED WAREHOUSE COOLERS AND REFRIGERATED WAREHOUSE FREEZER SHALL COMPLY WITH SECTION C403.2.15 OR C403.2.16. C402.4 FENESTRATION (PRESCRIPTIVE) FENESTRATION SHALL COMPLY WITH SECTIONS C402.4 THROUGH C402.4.4 AND TABLE C402.4. DAYLIGHT RESPONSIVE CONTROLS SHALL COMPLY WITH THIS SECTION C405.2.3.1. C402.4.1 MAXIMUM AREA. THE VERTICAL FENESTRATION AREA (NOT INCLUDING OPAQUE SPANDREL PANELS) SHALL NOT BE GREATER THAN 30% OF THE GROSS ABOVE - GRADE WALL AREA. THE SKYLIGHT AREA SHALL NOT BE GREATER THAN 3 PERCENT OF THE GROSS ROOF AREA. 1" = 50'-0" 1 Key Plan

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EL:

POINT OF ELEVATION

HEIGHTSPOT

ELEVATION

WALLTYPE

WINDOW#

DOOR#

EXTERIOR

ELEVATION PLANNORTH

SECTION

COLUMNGRID

ROOMTAG

WITH AREADETAILELEVATION

INTERIOR

A

P-1

P-3

P-4 P-2

1

A101

SIM

ROOM NAME

101

150 SF

1

REVISION TAG

1View Name1/8" = 1'-0" VIEW

TITLEA101A101

1

Ref

1

Ref

1

Ref

1

Ref

1 Ref

1

Ref

1 Ref

1

Ref

101

A1011

SIM

0

NEW ATHLETICFACILITY33,540 SF(1-STY W/

4000 SF MEZZ)

30,917 SF(2-STY W/

BASEMENT)8,167 SF(2-STY)

19,800 SF

51' -

6"

88' - 0"

FUTURETHEATER(NEW FOOTPRINTSHADED)

222' -

0"

170' - 0"

98' -

0 1

/2"

44' - 0"

14' -

0"

3-STY

2-S

TY

BUILDING A = 36,915 SF ALL FLOORS BUILDING B = 53,874 SF ALL FLOORS BUILDING C = 39,632 SF ALL FLOORS

TO BE SPRINKLERED

SPRINKLERED

SPRINKLERED

PARTIALLYSPRINKLERED

2-HR CMUFIRE WALL

2-HR CMUFIRE WALL

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Consulting Architect: Paul GormanArchitectural Statement: I certify that these documents were reviewed by and approved by me and I am a duly licensed architect under the laws of the state of Maryland

License Number 7622Expiration Date 5.11.21

As indicated

A1

Cover Sheet

05/01/20

ST

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INC

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IGH

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No. Description Date

113 ST. MARY'S PL., LAUREL, MD 20707

PROJECT INFORMATION & CODE ANALYSIS

SYMBOL KEY

SITE MAPKEY PLAN

ENERGY CODE SHEET INDEX

Number Sheet Title Issue DateCurrentRevision

CurrentRevision Date

A1 Cover Sheet 05/01/20

A2 Existing 1st Floor Plan 05/01/20

A3 New 1st Floor Plan 05/01/20

A3.1 2nd Floor Plan 05/01/20

A4 Building Sections, Insulation Details 05/01/20

A4.1 Enlarged Building Sections 05/01/20

A5 Exterior Elevations 05/01/20

A6 Partitions, Door Schedule, Restroom Details 05/01/20

A7 Life Safety Plan, Occupant Load 05/01/20

A8 Reflected Ceiling Plan 05/01/20

A9 Roof Plan 05/01/20

Climate Zone: 4A A=MoistBuilding Envelope Requirements:Roof, Metal Building R-36 + R-5 Therm. BlockRoof, Insul. On Deck R-30 Contin.Walls, Metal Studs R-13 + R-7.5 Contin.Wall, CMU R-9.5 Contin.Frost Wall R-10Doors U=0.70Metal Door Frames U=0.85Windows SHGC=0.40Fixed Fenestration U=0.38Operable Fenestration U=0.45Entrance Doors U=0.77Skylights U=0.5

1. GENERAL DESCRIPTIONTHIS SET OF DRAWINGS DEPICTS THE WORK REQUIRED FOR A PRE-ENGINEERED STEEL SCHOOL BUILDING ADDITION. THE PRE-ENGINEERED METAL BUILDING SYSTEM SHALL INCLUDE ALL SCREWS, FASTENERS, FLASHING, MASTIC, BRACES, ETC. FOR A COMPLETE AND WEATHERTIGHT BUILDING PER MANUFACTURER'S RECOMMENDATIONS. DRAWINGS ARE BASED ON VARCO-PRUDEN STANDARDS OR EQUAL.

THE BUILDING IS CLASSIFIED AS STRUCTURAL RISK CATEGORY III PER IBC TABLE 1604.5.

2. APPLICABLE CODES FOR THE CITY OF LAUREL2017 NFPA 70 NATIONAL ELECTRICAL CODE2017 NFPA 70 E ELECTRICAL SAFETY IN THE WORKPLACE2018 NFPA 101 LIFE SAFETY CODEALL NFPA CODES2018 INTERNATIONAL BUILDING CODE IBC2018 INTERNATIONAL ENERGY CONSERVATION CODE IECC2018 INTERNATIONAL MECHANICAL CODE IMC2018 PROPERTY MAINTENANCE CODE IPC2010 AMERICAN DISABILITIES ACT ADA (MARYLAND ACCESSIBILITY CODE)CONSTRUCTION ASSOCIATED WITH THIS APPLICATION SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES GOVERNING THIS PROPERTY.

3. IBC CHAPTER 3-USE AND OCCUPANCY CLASSIFICATION:THIS BUILDING IS CLASSIFIED PER IBC SECTION 303.4, GROUP 'E' - SPRINKLERED. 303.1.3 A ROOM OR SPACE USEDFOR ASSEMBLY PURPOSES THAT IS ASSOCIATED WITH A GROUP E OCCUPANY IS NOT CONSIDERED A SEPARATE OCCUPANCY.

5. IBC CHAPTER 5-GENERAL BUILDING HEIGHTS AND AREAS:A) TABLE 506.2 ALLOWABLE BUILDING HEIGHT FOR TYPE II-B CONSTRUCTION: GROUP 'E': 3-STORIES - 75' FEET HIGH, 43,500 SF

506.2.3 SINGLE OCCUPANCY, MULTI-STORYAa = [43,500 SF + [(14,500 SF X .5% X .75)] X 2 STY

= [43,500 SF + (5,437.5 SF)] X 2 STY = 48,937.5 SF X 2 STY

ALLOWABLE FIRE AREA = 97,875 SF ALLOWABLE FLOOR AREA = 48,937.5 SF X 1 STY = 48,937.5 SF

ACTUAL BUILDING A: 3 STORY - 40' FEET HIGH, 36,915 SF TOTAL OF ALL FLOORS/ 19,800 SF 1ST FLOORACTUAL BUILDING B: 2 STORY - 33' FEET HIGH, 53,874 SF TOTAL OF ALL FLOORS/ 45,707 SF 1ST FLOORACTUAL BUILDING C: 2 STORY - 33' FEET HIGH, 39,632 SF TOTAL OF ALL FLOORS/ 30,917 SF 1ST FLOOR

6. IBC CHAPTER 6 - TYPES OF CONSTRUCTION:A) BUILDING IS CLASSIFIED AS TYPE II-BTABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS:

STRUCTURAL FRAME: 0 HREXTERIOR LOAD BEARING WALLS: 0 HRINTERIOR LOAD BEARING WALLS: 0 HREXTERIOR NON-LOAD BEARING WALLS: 0 HRINTERIOR NON-LOAD BEARING WALLS: 0 HRFLOOR CONSTRUCTION: 0 HRROOF CONSTRUCTION: 0 HR

B) TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE:0 HRS-ENTIRE PERIMETER @ SEPARATION GREATER THAN 30'C) SECTION 603 FIRE RETARDANT TREATED WOOD SHALL BE PERMITTED IN BLOCKING FOR HANDRAILS, CABINETS, WINDOW & DOOR FRAMES PER 603.1.

7. IBC CHAPTER 7 - FIRE AND SMOKE PROTECTION FEATURESA) 706.4 FIREWALL RESISTANCE RATING II-B CONSTRUCTION 2 HR PER 706.4

B) SECTION 707 FIRE BARRIERS FOR EDUCATIONAL OCCUPANCIESFIRE AREAS 2 HR PER 707.3.10SHAFTS 1 HR PER 713.4INTERIOR EXIT STAIRWAY & RAMP 1 HR PER 1023.2EXIT ACCESS STAIRWAY 1 HR PER 713.4EXIT PASSAGEWAY 1 HR PER 1024.3

8. IBC CHAPTER 8 - INTERIOR FINISHES:A) TABLE 803.11 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY:USE GROUP 'E' - SPRINKLERED, 1-STORY 'E'INTERIOR EXIT STAIRWAYS, INTERIOR EXIT RAMPS AND EXIT PASSAGEWAYS: CLASS B CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND EXIT ACCESS RAMPS: CLASS C ROOMS AND ENCLOSED SPACES: CLASS C

9. IBC CHAPTER 9 - FIRE PROTECTION SYSTEMS:A) 903.2.3 SPRINKLERS REQUIRED IF THE FIRE AREA IS OVER 12,000 SF,B) SECTION 906.2 PORTABLE FIRE EXTINGUISHERS SHALL BE SELECTED, INSTALLED AND MAINTAINED IN ACCORDANCE WITH NFPA 10.C) SECTION 907 FIRE ALARM AND DETECTION SYSTEMS

907.2.3 GROUP E. A MANUAL FIRE ALARM SYSTEM THAT INITIATES THE OCCUPANT NOTIFICATION SIGNAL UTILIZING AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM MEETING THE REQUIREMENTS OF SECTION 907.5.2.2 AND INSTALLED IN ACCORDANCE WITH SECTION 907.6 SHALL BE INSTALLED IN GROUP E OCCUPANCIES. WHEN AUTOMATIC SPRINKLER SYSTEMS OR SMOKE DETECTORS ARE INSTALLED, SUCH SYSTEMS SHALL BE CONNECTED TO THE BUILDING FIRE ALARM SYSTEM.EXCEPTION: MANUAL FIRE ALARM BOXES ARE NOT REQUIRED WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1., THE OCCUPANT NOTIFICATION APPLIANCES WITH ACTIVATE THROUGHOUT THE NOTIFICATION ZONES UPON SPRINKLER WATER FLOW AND MANUAL ACTIVATION IS PROVIDED FROM A NORMALLY OCCUPIED LOCATION.

10. IBC CHAPTER 10 - MEANS OF EGRESS:A) MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT

CLASSROOM 20 SF / PERSONOFFICE 100 SF / PERSONCONFERENCE 15 SF PERSONKITCHEN 200 SF / PERSONFOYER 15 SF / PERSONSTORAGE 300 SF / PERSONGYM 5 SF / PERSONTOTAL DESIGN OCCUPANT LOAD OF ADDITION = 4,109 OCCUPANTS (SEE A7)ACTUAL NUMBER OF OCCUPANTS = 400 OCCUPANTS

B) EGRESS WIDTH REQUIRED PER 1005.3.2.2" PER OCCUPANT X 3,647 OCCUPANTS = 729.4"EGRESS WIDTH REQUIRED = 60.78' EGRESS WIDTH PROVIDED = 66'

C) NUMBER OF EXITS PER 1006MINIMUM # OF EXITS REQUIRED 4NUMBER OF EXITS PROVIDED 13

D) MAXIMUM TRAVEL DISTANCE TO AN EXIT PER 1017SPRINKLERED'E' 250'

E) CORRIDOR FIRE RESISTANCE RATING PER 1020.1SPRINKLERED 'E' O HR

F) MINIMUM CORRIDOR WIDTH PER 1020.2'E' 72"

G) DEAD ENDS 1020.4SPRINKLERED'E' 50'

11. IBC CHAPTER 29 - PLUMBING SYSTEMS THE SCHOOL IS DESIGNED FOR 500 TOTAL STUDENTS AND STAFF. CURRENTLY, THE SCHOOL HAS MORE THAN THE MINIMUM REQUIRED NUMBER OF PLUMBING FIXTURES. NEW FIXTURES ADDED WILL BE SUPPLEMENTARY.

REQUIRED WATER CLOSETS REQUIRED LAVATORIES DRINKING FOUNTAINS REQUIREDEDUCATIONAL 'E' 1/50 OCCUPANTS 1/50 OCCUPANTS 1/100 OCCUPANTS

TOTAL EDUCATIONAL OCCUPANTS 500 = 250 MALE / 250 FEMALE

FIXTURES REQUIREDWATER CLOSETS LAVATORIES DRINKING FOUNTAINS

'E' 250 / 50 = 5 MALE 250 / 50 = 5 MALE 500/100 = 5250 / 50 = 5 FEMALE 250 / 50 = 5 FEMALE

ST. VINCENT PALLOTTI

HIGH SCHOOL

GENERAL NOTES1. SEE METAL BUILDING MANUFACTURER'S DRAWINGS FOR ANCHOR BOLT DIAMETER AND LOCATION. SEE FOUNDATION PLAN FOR ANCHOR BOLT LENGTH.2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL BY ARCHITECT & STRUCTURAL ENGINEER.3. CONTRACTOR SHALL VERIFY CONDITIONS & DIMENSIONS PRIOR TO FABRICATION OR ORDERING MATERIALS & NECESSARY PERMITS ARE OBTAINED.4. ALL EXPOSED STEEL TO BE PRIMED PAINTED, REPAIRED, CLEANED AND TOUCHED UP.5. ALL BOLTS TO BE PLATED (CADMIUM, ETC.) NOT RAW STEEL, NOT PAINTED.6. SECONDARY STEEL TO BE GALVANIZED (PURLINS & GIRTS).

SECTION C402 (IECC 2015)BUILDING ENVELOPE REQUIREMENTS

C402.1 GENERAL (PRESCRIPTIVE) BUILDING THERMAL ENVELOPE ASSEMBLIES FOR BUILDINGS THAT ARE INTENDED TO COMPLY WITH THE CODE ON A PRESCRIPTIVE BASIS, IN ACCORDANCE WITH THE COMPLIANCE PATH DESCRIBED IN ITEM 2 OF SECTION C401.2, SHALL COMPLY WITH THE FOLLOWING:

1. THE OPAQUE PORTIONS OF THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH THE SPECIFIC INSULATION REQUIREMENTS OF SECTION C402.2 AND THE THERMAL REQUIREMENTS OF EITHER THE R-

VALUE-BASED METHOD OF SECTION C402.1.3; THE U-, C- AND F-FACTOR-BASED METHOD OF SECTION C402.1.3; OR THE COMPONENT PERFORMANCE ALTERNATIVE OF SECTION C402.1.5.2. ROOF SOLAR REFLECTANCE AND THERMAL EMITTANCE SHALL COMPLY WITH SECTION C402.3.3. FENESTRATION IN BUILDING ENVELOPE ASSEMBLIES SHALL COMPLY WITH SECTION C402.4.4. AIR LEAKAGE OF BUILDING ENVELOPE ASSEMBLIES SHALL COMPLY WITH SECTION C402.5.

ALTERNATIVELY, WHERE BUILDINGS HAVE A VERTICAL FENESTRATION AREA OR SKYLIGHT AREA EXCEEDING THAT ALLOWED IN SECTION C402.4, THE BUILDING AND BUILDING THERMAL ENVELOPE SHALL COMPLY WITH SECTION C401.2, ITEM 1 OR SECTION C401.2, ITEM 3.WALK-IN COOLERS, WALK-IN FREEZERS, REFRIGERATED WAREHOUSE COOLERS AND REFRIGERATED WAREHOUSE FREEZER SHALL COMPLY WITH SECTION C403.2.15 OR C403.2.16.

C402.4 FENESTRATION (PRESCRIPTIVE)FENESTRATION SHALL COMPLY WITH SECTIONS C402.4 THROUGH C402.4.4 AND TABLE C402.4. DAYLIGHT RESPONSIVE CONTROLS SHALL COMPLY WITH THIS SECTION C405.2.3.1.C402.4.1 MAXIMUM AREA.THE VERTICAL FENESTRATION AREA (NOT INCLUDING OPAQUE SPANDREL PANELS) SHALL NOT BE GREATER THAN 30% OF THE GROSS ABOVE-GRADE WALL AREA. THE SKYLIGHT AREA SHALL NOT BE GREATER THAN 3 PERCENT OF THE GROSS ROOF AREA.

1" = 50'-0"1

Key Plan

DN

DN

DN

DN

UP

DN

DN

UP

DN

UP

5' - 4 1/2" 14' - 7 1/2" 1' - 0" 14' - 7 1/2" 1' - 0" 1' - 0" 14' - 7 1/2" 1' - 0" 14' - 7 1/2" 8' - 8 1/2"

64' - 11 1/2"

11' - 2"

1' - 0"

2' - 8" 37' - 4" 40' - 0"

2' -

8"

9' - 0"23' -

9 3

/8"

25' -

6 5

/8"

7' -

0"0' -

8"

24' - 2" 0' - 8" 9' - 10" 1' - 8"

49' - 0" 31' - 0"

80' - 0" 7' - 5"

49' -

4"

141' - 0" 52' - 1"

158' -

6 5

/16"

31' -

4 1

/16"

POOL/COURTYARD

GYM

COURTYARD

FOYER(SPRINKLED)

0' - 6" 13' - 8" 6' - 6" 24' - 2 1/2"

2' - 8"

3' -

4"

43' -

4"

30' - 11" 3' - 4" 14' - 9" 31' - 0"

1' -

5"

7' -

9"

25' - 6"

30' - 11"

9' -

0"

6' -

4"

0' -

5"

6' -

11"

4' -

2"

6' -

11 1

/2"

4' -

1 1

/2"

6' -

11"

8' -

1"

3' -

4"

4' -

5"

2' -

4 1

/2"

45' -

5"

108' -

7"

4' -

0"

5' -

10"

3' -

10"

4' -

2"

ELE

C.

1' - 0 1/2" 15' - 0 1/2" 1' - 0" 14' - 10" 0' - 3" 14' - 11" 1' - 0" 14' - 10" 0' - 3" 14' - 10" 1' - 0" 7' - 10" 3' - 0"4' - 0"0' - 3"

4' - 1"

3' - 0" 7' - 9" 1' - 0"4' - 2"3' - 0" 7' - 11"0' - 0" 16' - 0"

1' - 1"

6' -

2 3

/4"

4' -

2"

24' -

10"

0' -

8"

1' -

4"

5' -

4"

2' -

7"

64' -

3"

99' -

0"

1' - 4"

0' -

8"

50' - 1 3/8"

4' -

6"

12'-10 1/2"TO B.O.GUTTER

22'-6"TO B.O.GUTTER

20'-10"TO B.O.GUTTER

10' -

0"

13' - 8 3/4"

92' - 6 5/8"

119' -

1 7

/16"

13' - 8 3/8"

23' -

7 5

/8"

14' - 0"

13' -

6"

18' - 3 1/2" 0' - 4 5/8"

13' -

0"

4' - 2 5/8" 21' - 5"

4' -

3"

3' - 3"

4' -

5"

23' -

7 1

/8"

19' -

8 1

/8"

4' -

3"

8' -

4"

19' - 10 3/16"

23' - 6 1/8"

6' - 8" 48' - 1"12' -

10 1

/4"

0' -

8"

18' -

10 7

/8"

4' - 7 1/2" 19' - 10 3/16"

5' - 10"29' -

2"

5' - 10"

ATRIUM

13' - 6"

19' -

8"

17' -

2"

14' - 10"

6' - 0"

9' -

8"

14' - 2"

15' - 6" 22' - 9"

32' - 1"

MEN'S RESTROOM

WOMEN'S RESTROOM

SCHOOL STORE

23' -

4 3

/4"

23' -

3"

11' - 0 1/2"11' - 0"

SNACK BAR

MEDIA ROOM

CAFETERIA

REMOVE EX.HALF-GLASS DOORSW/ TRANSOM & SIDE-LITESWIRED GLASS.

IN-FILL POOL

REMOVEEXISTINGSTORAGEBUILDINGREMOVE

SECTIONOF EXISTINGWALL FORNEW ENTRANCE

REMOVENON-BEARINGPARTITION

REMOVEEXISTINGCONC.STEPS

CHAPEL

CLASSROOMS

CLASSROOM

REMOVEEXISTINGWINDOWS

REMOVEEXISTINGWINDOWS

SAWCUT& REMOVEEXISTINGSTAIR &STAGESECTION

REMOVE EXT.WALL SECTIONAND PREP. FORNEW DOOR

NEW OPENING

OFFICE OFFICE

EXISTINGRESTROOMS

CLASSROOM

CLASSROOMCLASSROOM

CLASSROOM CLASSROOM CLASSROOM

REMOVEEXISTINGDOOR

CLASSROOM AREA TO BE DEMOED IN THE FUTURE(SHOWN FORSITE DEVELOPMENT.NOT IN BUILDINGCALCULATIONS.)

EX. CMU FIRE WALL

2 SETS OF EX.1.5 HR. RATED DOORS

SHEET TITLE:

SHEET:

SHEET ISSUE DATE:

PR

OJE

CT

NA

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Gorm

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rchitects

392

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Scale

Consulting Architect: Paul GormanArchitectural Statement: I certify that these documents were reviewed by and approved by me and I am a duly licensed architect under the laws of the state of Maryland

License Number 7622Expiration Date 5.11.21

1/16" = 1'-0"

A2

Existing 1st FloorPlan

05/01/20

ST

. V

INC

EN

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SC

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11

3 S

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Pl.

, L

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07

07

1/16" = 1'-0"1

Existing Level 1

No. Description Date

DN DN

UP

DN

DN

DN

UP

DN

UP

UP

UP

DN

DN

-- -

64' - 11 1/2"

23' - 6 1/2"

2' -

11

1/8

"3

2' -

5 1

/8"

63

' - 1

0"

88' - 0"

1 2 3 4 5

A

B

D

C

49

' - 1

"

34

' - 0

"

108' - 4 1/16" 16' - 6 7/16"

36' - 4 1/2"

7' - 5"

10

8' -

7"

168' - 7"

12

' - 0

"2

10

' - 0

"

14

' - 0

"11' - 0"

12

' - 0

"

11

10

9

8

7

5

4

3

2

A B C D E F G H J

MEZZANINE ABOVE4,000 SF +/-

11

7' -

7"

84

' - 0

"7

' - 0

"

23' - 9"

10

1' -

7"

21' - 3" 21' - 3" 21' - 3" 21' - 3" 21' - 3" 21' - 3" 21' - 3" 21' - 3"

22

' - 0

"2

6' -

0"

26

' - 0

"2

6' -

0"

22

' - 0

"2

2' -

0"

22

' - 0

"2

2' -

0"

22

' - 0

"2

2' -

0"

26

' - 0

"2

6' -

0"

26

' - 0

"

106' - 3"

148' - 9"

50

' - 0

"

15505 SF

TURF FIELD

10

COURTYARD

4200 SF

GYM

1

1945 SF

WEIGHT ROOM

2

464 SF

RECEPTION /SNACK BAR

4

613 SF

CLASSROOM

5

607 SF

CLASSROOM

6

THEATER

5589 SF

EX. CAFETERIA

17

11225 SF

EX. GYM

16

20' - 0"

155' - 0"

91

' - 0

"1

0' -

7"

10

0' -

0"

7' -

0"

1

A4

6' - 9 1/2" 6' - 9 1/2"

40' - 0"

32' - 0"

1133 SF

TRAINING

3

35

' - 1

"

33' -

3"

32' -

1 3

/4"

10' - 0" 50' - 0" 17' - 3 1/2"

11' - 0" 170' - 0"

20' -

0 1

/2"

9' - 6"EXISTINGRESTROOMS

X X

CLASSROOM

SECURITYGATE W/PANIC HDW

44' - 0"

NEW EXIT FROM CAFETERIA

IN-FILLOPENINGS W/MASONRY TOUPGRADE TOFIRE WALL

FILL IN WINDOWOPENINGS W/MASONRY TOUPGRADE TOFIRE WALL

A5 2

A51

A5

4

A5

3

MEN

8

ACCESS CORRIDOR

7

WOMEN

9

ACCESS CORRIDOR

14

4' P

OR

TA

BLE

BLE

AC

HE

RS

P-3

P-3

P-3

P-3

P-3

P-3

P-3

P-3

P-1P-1

P-1

27

28

29

13 14 16

15

31

17

18

19

20

5

4

12

P-3

7' - 2" 29' - 0 1/4"

13' -

3 1

/2"

6

3 2 1

35

7

89

10

11

36

K L22' - 0" 22' - 0"

1

7.2

UPGRADE DOOR TO1.5 HR FIRE DOOR

NEW CONC.STEPS & LANDING

FILL IN EXT. WINDOW OPENINGS W/ CMU AND REPLACE EX. DOORS W/ FIRE RATED DOORS TO UPGRADE EXISTING MASONRY WALL TO A 2-HR. FIRE WALL PER U-904 (SHOWN IN RED)

1' -

5 1

/2"

A61

6

2

A4

FU

LL H

T.

1-H

R F

IRE

BA

RR

IER

92' -

3 1

1/1

6"

CLASSROOMCLASSROOM

CLASSROOM CLASSROOM CLASSROOM

G.6

2' - 6"

UPGRADE DOORSTO 1.5 HR FIRE RATED

UPGRADE DOORSTO 1.5 HR FIRE RATED

30

P-3

32

CLOSET

15

P-4

P-4

P-4

1' -

0"

P-4

P-4

P-4

26

34" H. X 36" W.ADA TRANSACTIONCOUNTER

3' - 0"

FUTURE THEATER(SHOWN FORSITE DEVELOPMENT.NOT IN BUILDINGCALCULATIONS.)

RAISE FINISH GRADEW/ WATER PROOFING& DRAINS AS REQUIRED

FILL INOPENINGS W/MASONRY TOUPGRADE TO2-HR. FIRE WALL

33

34

UPGRADE DOORSTO 1.5 HR FIRE RATED

6' - 0"

6' -

0"

25' -

9 3

/4"

ATRIUM

MEN'S RESTROOM

WOMEN'S RESTROOM

SCHOOL STORE

SNACK BAR

MEDIA ROOM

OFFICE OFFICE

P-3

OUTDOORCOURTYARD

FILL IN EXT. WINDOW OPENINGS W/ CMU AND REPLACE EX. DOORS W/ FIRE RATED DOORS TO UPGRADE EXISTING MASONRY WALL TO A 2-HR. FIRE WALL PER U-904 (SHOWN IN RED)

UP

NO SLAB

100' x 155'

37 38

5

4

3

2

E F G

10' - 0"

10

' - 0

"

29' - 4 3/4"

1994 SF

WRESTLINGROOM

11

OP

EN

M

EZ

ZA

NIN

E

40' - 0"

BA

SE

KT

BA

LL

C

OU

RT

BE

LO

W

75

' - 8

1/4

"

42" H. GUARD

MEZZ. ACCESS CORRIDOR

12

22

21

23

24

P-3

P-3

P-3

1

6

2

A4

G.6

P-4

P-4

P-4

SHEET TITLE:

SHEET:

SHEET ISSUE DATE:

PR

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CT

NA

ME

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Paul J.

Gorm

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rchitects

392

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Scale

Consulting Architect: Paul GormanArchitectural Statement: I certify that these documents were reviewed by and approved by me and I am a duly licensed architect under the laws of the state of Maryland

License Number 7622Expiration Date 5.11.21

1/16" = 1'-0"

A3

New 1st FloorPlan

05/01/20

ST

. V

INC

EN

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SC

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Pl.

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07

1/16" = 1'-0"1

New Level 1

1/16" = 1'-0"3

New Mezzanine

No. Description Date

DN

DN

DN

DN

DN

1 2 3 4 5

A

B

D

C

11

10

9

8

7

5

4

3

2

A B C D E F G H J

1

A4

K L

1

7.2

6

2

A4

G.6

WRESTLING ROOM

11

MEZZ. ACCESS CORRIDOR

12

IN-FILLOPENINGS W/MASONRY TOUPGRADE TO2-HR. FIRE WALL

UPGRADE DOORSTO 1.5 HR FIRE RATED

21

22

23

24

25

32

P-3

P-3

P-3

P-3

P-3

P-3

P-3

P-17' - 0"

10' - 0" 29' - 0 1/2"

P-4

P-4

P-4

P-4

P-4

42" H. GUARD

P-3

OUTDOORCOURTYARD

NEW 2ND FLOOR

GYMBELOW

NEW MEZZANINE

EX. 2ND FLOOR

KEY

2 SETS OF EX.1.5 HR. RATED DOORSTO REMAIN

THEATER

CLASSROOMCLASSROOMCLASSROOM

CLASSROOM CLASSROOM CLASSROOMOFFICE OFFICE

OUTDOORCOURTYARD

SHEET TITLE:

SHEET:

SHEET ISSUE DATE:

PR

OJE

CT

NA

ME

:

Paul J.

Gorm

an A

rchitects

392

8 W

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Scale

Consulting Architect: Paul GormanArchitectural Statement: I certify that these documents were reviewed by and approved by me and I am a duly licensed architect under the laws of the state of Maryland

License Number 7622Expiration Date 5.11.21

1/16" = 1'-0"

A3.1

2nd Floor Plan

05/01/20

ST

. V

INC

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07

No. Description Date

1/16" = 1'-0"1

New Level 2

Level 10' - 0"

Level 10' - 0"

Level 212' - 0"

Level 212' - 0"

T.O. Ex. Parapet21' - 4"

A B C D EFGHJ

New Gym Eave26' - 0"

New Gym Eave26' - 0"

LO

W E

AV

E

19' -

6"

12' -

0"

ROOF PURLIN, TYP.

3 1/2" (R-11) + 8" (R-25)VINYL FACED FIBERGLASS

BATT ROOF INSULATION

THERMAL BLOCK (R-5)

REINFORCED CONCRETE SLAB

2" R-10 RIGID INSUL.MIN 24" HORIZ. &

24" BELOW GRADE TYP.

6 MIL. POLYETHYLENE VAPOR BARRIER & STONE BASE, TYP.

FINISH GRADE

PREFORMED METAL GUTTER AND DOWNSPOUT SYSTEM

STRUCTURAL EAVE STRUT

8 1/2" WALL GIRT

R-9.5 CONTIN.RIGID INSULATION

@ CMU, TYP.

26 GA. METAL SHEETING

8" R-26 VINYL FACED FIBERGLASS BATT INSULATION

CMU

J TRIM

BASE PLATE

KL G.6

2"

1'-0"

GROUND FACECMU (TYP.)

42" H. GUARD

12' H. MAX RUN W/NO INTERM. LANDING

CMU2' - 8"

CMU2' - 8"

TURF FIELD

10

TURF FIELD

10

TRANSLUCENT PANEL

TURF FIELD BYMANUFACTURER'SSPECIFICATIONS

Flame Spread Rating 25 or LessSmoke Develop Rating 450 or Less

3 1/2" R-11 Crushed + 8" R-25 Non-Compressed Fiberglass Batt Insulation PSK 50R-5 Thermal Blocks on Purlins+ Vapor Barrier = R-36 Total

Insulation Facing:Wall Insulation - Insulated Panel Roof Insulation

Thermal Block (R-5)

3 1/2" (R-11) Fiberglass Batt Insulation

8" (R-25) Fiberglass Batt Insulation

Vapor Barrier

MetalRoof Deck

10" Roof Purlin

8 1/2" Wall Girt1/8" Break Tape

Prefin. Wall Sheathing

8" (R-26) Wall Insul. w/ Vapor Barrier

Steel Bldg.Column

26 ga. Metal Panel

Level 10' - 0"

Level 212' - 0"

T.O. Ex. Parapet21' - 4"

A B C D EFGHJ

New Gym Eave26' - 0"

ROOF PURLIN, TYP.

3 1/2" (R-11) + 8" (R-25)VINYL FACED FIBERGLASS

BATT ROOF INSULATION

THERMAL BLOCK (R-5)

REINFORCED CONCRETE SLAB

2" R-10 RIGID INSUL.MIN 24" HORIZ. &

24" BELOW GRADE, TYP.

6 MIL. POLYETHYLENE VAPOR BARRIER & STONE BASE, TYP.

FINISH GRADE

PREFORMED METAL GUTTER AND DOWNSPOUT SYSTEM

STRUCTURAL EAVE STRUT

8 1/2" WALL GIRT

R-9.5 CONTIN.RIGID INSULATION

@ CMU, TYP.

26 GA. METAL SHEETING

8" R-26 VINYL FACED FIBERGLASS BATT INSULATION

CMU

J TRIM

BASE PLATE

11' - 0"

G.6

NETTING ABOVEPARTITION TOROOF PURLINS

12' -

0"

NE

TT

ING

14' -

0"

EXISTINGFOOTING/FROST WALL

4' -

8 7

/16

"

UPGRADE EX. WALLTO 2-HR FIRE WALLFILL IN OPENINGSW/ MASONRY

42" H. GUARD

UPGRADE EX. WALLTO 2-HR FIRE WALLFILL IN OPENINGSW/ MASONRY

P-4

REMOVEEX. COPING,GUTTER & D.S.

FLASH &ADD ROOFDRAINS ASREQUIRED

4' H. +/- CMU PARPAPET@ 2-HR. FIRE WALL(30" H. MIN. FIRE WALL PARAPETAT LOW ROOF)

R-9.5 CONTIN.RIGID INSULATION@ EXT. CMU, TYP.

A.F.F.2' x 2' ACT System

12' - 0"

21

' - 9

"

CE

ILIN

G

10

' - 0

"

WRESTLING ROOM

11

TRAINING

3

GYM

1

CLASSROOM

6CE

ILIN

G

12

' - 0

"

CMU2' - 8"

A.F.F.2' x 2' ACT System

10' - 0"

A4.12A4.1

1

TRANSLUCENT PANEL

SHEET TITLE:

SHEET:

SHEET ISSUE DATE:

PR

OJE

CT

NA

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:

Paul J.

Gorm

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rchitects

392

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Scale

Consulting Architect: Paul GormanArchitectural Statement: I certify that these documents were reviewed by and approved by me and I am a duly licensed architect under the laws of the state of Maryland

License Number 7622Expiration Date 5.11.21

As indicated

A4

BuildingSections,

Insulation Details

05/01/20

ST

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1/8" = 1'-0"1

Section 2

No. Description Date

1/8" = 1'-0"2

Section 3

Level 10' - 0"

Level 212' - 0"

T.O. Ex. Parapet21' - 4"

G

New Gym Eave26' - 0"

G.6

CMU2' - 8"

EXISTINGFOOTING/FROST WALL

4' -

8 7

/16

"

UPGRADE EX. WALLTO 2-HR FIRE WALLFILL IN OPENINGSW/ MASONRY

REMOVEEX. COPING,GUTTER & D.S.

FLASH &ADD ROOFDRAINS ASREQUIRED

4' H. +/- 8" CMU PARPAPET@ 2-HR. FIRE WALL(30" H. MIN. FIRE WALL PARAPET AT LOW ROOF)

R-9.5 CONTIN.RIGID INSULATION@ EXT. CMU, TYP.

21

' - 9

"

2"

1'-0"

3 1/2" (R-11) + 8" (R-25)VINYL FACED FIBERGLASS

BATT ROOF INSULATION

EXISTINGMASONRY WALL

A.F.F.2' x 2' ACT System

10' - 0"

TRAINING

3

WRESTLINGROOM

11

Level 10' - 0"

Level 212' - 0"

Level 324' - 0"

Catwalk13' - 0"

A

New Gym Eave26' - 0"

CMU2' - 8"

ROOF PURLIN, TYP.

THERMAL BLOCK (R-5)

REINFORCED CONCRETE SLAB

2" R-10 RIGID INSUL.MIN 24" HORIZ. &

24" BELOW GRADE, TYP.

6 MIL. POLYETHYLENE VAPOR BARRIER & STONE BASE, TYP.

FINISH GRADE

PREFORMED METAL GUTTER AND DOWNSPOUT SYSTEM

STRUCTURAL EAVE STRUT

8 1/2" WALL GIRT

R-9.5 CONTIN.RIGID INSULATION@ CMU, TYP.

26 GA. METAL SHEETING

8" R-26 VINYL FACED FIBERGLASS BATT INSULATION

CMU

J TRIM

BASE PLATE

12' -

0"

NE

TT

ING

14' -

0"

CE

ILIN

G

12

' - 0

"

2"

1'-0"

TRANSLUCENT PANEL - ARCOPLUS 547TRANSLUCENT POLYCARBONATEPANELS W/ ANOD.ALUM. FRAMINGSYSTEM (R-5.3)

SECURITY LIGHT

A.F.F.2' x 2' ACT System

12' - 0"

P-4

METAL STUD& GYP. BD.

CLASSROOM

6

SHEET TITLE:

SHEET:

SHEET ISSUE DATE:

PR

OJE

CT

NA

ME

:

Paul J.

Gorm

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rchitects

392

8 W

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Scale

Consulting Architect: Paul GormanArchitectural Statement: I certify that these documents were reviewed by and approved by me and I am a duly licensed architect under the laws of the state of Maryland

License Number 7622Expiration Date 5.11.21

1/2" = 1'-0"

A4.1

EnlargedBuilding Sections

05/01/20

ST

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INC

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07

No. Description Date

1/2" = 1'-0"1

Enlarged Building Section 11/2" = 1'-0"

2Enlarged Building Section 2

1110987

1

A4

7.2

TRANSPARENT PANEL 5' -

0"

9' -

4"

2' -

8"

Level 10' - 0"

Level 212' - 0"

11 10 9 8 7

5 4 3 2

New Gym Eave26' - 0"

1

A4 1

7.2

6

2

A4

TRANSPARENT PANEL EXISTING BUILDING

5' -

0"

9' -

4"

2' -

8"

CMU2' - 8"

SECURITY LIGHTING, TYP.

5' -

0"

12

' - 0

"

Level 10' - 0"

Level 10' - 0"

Level 212' - 0"

A B C D E

New Gym Eave26' - 0"

2"

1'-0"

2"

1'-0"

TRANSPARENT PANEL

5' -

0"

9' -

4"

2' -

8"

GROUND FACE CMU, TYP.

CMU2' - 8"

CMU2' - 8"

SECURITY LIGHTING, TYP.

A B C D EFGHJKL G.6

19

' - 6

7/1

6"

2' -

6"

2"

1'-0"

2"

1'-0"

ADD CMU PARAPET@ 2-HR FIRE WALL

TRANSPARENT PANEL

12

' - 0

1/4

"1

2' -

0"

12

' - 0

"5

' - 0

"

SHEET TITLE:

SHEET:

SHEET ISSUE DATE:

PR

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Consulting Architect: Paul GormanArchitectural Statement: I certify that these documents were reviewed by and approved by me and I am a duly licensed architect under the laws of the state of Maryland

License Number 7622Expiration Date 5.11.21

1/8" = 1'-0"

A5

ExteriorElevations

05/01/20

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No. Description Date

1/8" = 1'-0"1

Gym North Elevation

1/8" = 1'-0"2

Gym South Elevation

1/8" = 1'-0"3

Gym East Elevation

1/8" = 1'-0"4

Gym West Elevation

P-3

20 GA. 6" STEEL STUDS @ 16" O.C.

5/8" GYP. BD. EA. SIDE

INTERMED. BRIDGING5' SPACINGFOR WALLS OVER 9' H

6" WALL

0' - 0 5/8"

0' - 6"

0' - 0 5/8"

P-1

SUSPENDED ACOUST. CEILING

20 GA. 3 5/8" STEEL STUDS @ 16" O.C.

5/8" GYP. BD.EA. SIDE

6" GALV. STEEL STUDS X 20 GA.

5/8" GREEN BOARD@ WET WALLS

P-2

WET WALL

SUSPENDED ACOUT.CEILINGINTERMED.

BRIDGING5' SPACINGFOR WALLS OVER 9' H

0' - 0 5/8"

0' - 3 5/8"

0' - 0 5/8"

0' - 0 5/8" 0' - 6" 0' - 0 5/8"SOUND BATT INSULATION

SOUND BATT INSULATION

NOTE:GYP. BD. TO BE HIGH IMPACT / HEAVY DUTYUP TO 8' HIGH IN ALL ROOMS, AND FULL HEIGHT AT EXPOSED GYM LOCATIONS. USE 20 GA. STUDS WITH STIFFENING CHANNELS AT 6" O/C.

SOUND BATTINSULATION

P-4

PERIMETER

FU

LL H

T. @

ME

ZZ

.

12

' - 0

"

20 GA. 3 5/8" STEEL STUDS @ 16" O.C.

1 LAYERS 5/8" GYP. BD.

INTERMED. BRIDGING5' SPACINGFOR WALLS OVER 9' H

0' - 0 5/8"

ROOF DECK

EXTERIORWALL

DOOR# DOOR SIZE DOOR MATERIAL HARDWARE

1-14, 37, 38

6'-0" X 7'-0" PASSAGE SET

6'-0" X 7'-0"

DOOR AND HARDWARE SCHEDULE

TYPE

A

B

C

PANIC DEVICE/ BAR

NOTES

6'-0" X 7'-0"

D 6'-0" X 7'-0"

INSULATED STEEL

CLOSERPANIC DEVICE/ BAR

EXEX EXISTING DOOR TO REMAIN

15, 18-22

25, 26, 33, 35

16, 17, 23, 24

E 3'-0" X 7'-0" CLOSERPASSAGE SETSTEEL27-29, 32

UPGRADE HARDWARE AS REQUIRED

F 3'-0" X 7'-0" KICKPLATE, CLOSERPUSH / PULLSTEEL30, 31

INSULATED STEEL

STEEL

STEEL - 1.5 HR FIRE RATED

CLOSER

CLOSER, WINDOW PROTECTION

CLOSER

PANIC DEVICE/ BAR

G 3'-0" X 7'-0" CLOSER34, 36 STEEL - 1.5 HR FIRE RATED EXIT LOCK

SOLIDWOODDOOR

F

3' - 0"

7' -

0"

LEVERSETW/ PRIVACYLOCK

KICKPLATE

PTD. STEELFRAME

E

PTD. STEELFRAME

STEELDOOR

EGRESSHARDWARE

3' - 0"

7' -

0"

A

PTD. STEELFRAME

INSULATEDSTEELDOOR

6' - 0"

7' -

0"

B

PTD. STEELFRAME

STEELDOOR

6' - 0"

7' -

0"

C

PTD. STEELFRAME

STEELDOOR

6' - 0"

7' -

0"

D

PTD. STEELFRAME

STEELDOOR

6' - 0"

7' -

0"

1.5 HR FIRE RATED

100 SQ. IN.MAX VISION PANEL(D-H-90)

SAFETYGLAZING

SAFETYGLAZING

SAFETYGLAZING

G

PTD. STEELFRAME

STEELDOOR

EGRESSHARDWARE

3' - 0"

7' -

0"

1.5 HR FIRE RATED

100 SQ. IN.MAX VISION PANEL(D-H-90)

DOOR NOTES

1) ALL HARDWARE TO BE BRUSHED CHROME FINISH = 32D2) STEEL DOORS SHALL BE 3'-0" X 7'-0" COLD ROLLED STEEL, FACTORY PRIMED, w/ 18 GA. STEEL FRAMES, MITERED CORNERS, WELDED - NOT ASSEMBLED3) WOOD DOORS SHALL BE 3'-0" X 7'-0" STAIN GRADE, SOLID CORED, w/ HOLLOW METAL FRAME4) HINGES SHALL BE HAGAR FULL MORTISE TYPE, 1 1/2 PAIR PER DOOR, STAINLESS FINISH. (3) 4 1/2" TWO BEARING HINGES ON 7'0"H DOORS5) DOOR HARDWARE IS NON-LOCKING FROM INSIDE, LEVER TYPE HANDLES AT PERSONNEL DOORS, LEVER W/ PRIVACY LOCK HARDWARE AT TOILET ROOM, EGRESS HARDWARE AT ALL EXIT DOORS US 26D STAINLESS FINISH6) CLOSERS BY YALE SECURITY7) PROVIDE ROCKWOOD BUMPERS AS REQUIRED8) ALL LOCKS SHALL BE MASTER KEYED / COORDINATE w/ OWNER9) DOOR SIGNAGE TO BE PROVIDED BY OWNER10) ALL = SATURN LEVER, STANDARD DUTY.

HARDWARE DESCRIPTIONS

1. PS = PASSAGE SET = BOTH LEVERS ALWAYS UNLOCKEDSCHLAGE, MODEL 10S, 626 FINISH2. PL = PRIVACY LOCK - PUSH BUTTON LOCKING. PUSH BUTTON LOCKS OUTSIDE LEVER UNTIL UNLOCKED w/ KEY OR ROTATING INSIDE LEVER.SCHLAGE, MODEL 40S, 626 FINISH3. EL = ENTRANCE LOCK = TURN / PUSH BUTTON LOCKING; PUSHING & TURNING BUTTON LOCKS OUTSIDE LEVER REQUIRING USE OF KEY UNTIL BUTTON IS MANUALLY UNLOCK, UNLOCKED w/ KEY, OR TURNING INSIDE LEVER SCHLAGE, MODEL 53PD, 626 FINISH4. SL = STORAGE LOCK = OUTSIDE LEVER FIXED. ENTRANCE BY KEY ONLY. INSIDE LEVER ALWAYS UNLOCKEDSCHLAGE, MODEL 53PD, 626 FINISH5. XL = EXIT LOCK = INSIDE LEVER ALWAYS UNLOCKED. SPECIFY DOOR THICKNESS6. PUSH / PULL HARDWARE

E

1

9' - 6"

103 SF

MEN

8

116 SF

WOMEN

9

P-1

P-1

31

17

7' - 2"

1' -

6"

5' -

0"

3' -

0"

690 SF

ACCESSCORRIDOR

7

10' -

9 5

/8"

12' -

1 1

/2"

3' -

0"

2' -

2 1

/2"

4' -

0"

5' -

0"

1' -

6"

1' - 1 1/2"

30

P-1P-2

1 1/2" DIA.

- TYP.

GRAB BAR

DISP. -TYP.

TOILET PAPER

GRAB BAR

- TYP.

1 1/2" DIA.

TOILET PAPER

CLEAR FLOOR

1 1/2" DIA.

GRAB BAR - TYP.

SPACE

TOILET PAPER

DISP. -TYP.

DISP. -TYP.

CL24"

MAX 48" MAX

12"

66"

MIN

LC

LC

CL7"-9"

42"

MIN

12"

MA

X

MIN

7"-9"

24"

MIN

15"-

48"

33"

-36"

15"-

48"

17"-

19"

33"

-36"

36" MIN

60" MIN

MIN

17"-

19"

54"

MIN

48"

MA

X

LC

12"

MIN

54" MIN

12" 42" MIN

36" MIN

18"

EDGE OFREFLECTING SURFACESURFACE

EDGE OFREFLECTING

PIPE

PAPER

DISP.

WASTE

INSULATED

LAVATORY

18"x24" SHATTER -

RESISTANT MIRROR

TOWEL

18"x24" SHATTER -

RESISTANT MIRROR

WASTE

PIPE

PAPER

TOWEL

DISP.

INSULATED

LAVATORY 40"

MA

X

48"

MA

X

MIN

9"2

7"

MIN

29"

MIN

34"

MA

X

34"

MA

X

40"

MA

X

6"

MAX

MIN

8"

17"

MIN

27"

MIN

MIN9"

48"

MA

X

29"

MIN

MIN

19"

MAX

17"

30"

MIN

48" MIN

SHEET TITLE:

SHEET:

SHEET ISSUE DATE:

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Consulting Architect: Paul GormanArchitectural Statement: I certify that these documents were reviewed by and approved by me and I am a duly licensed architect under the laws of the state of Maryland

License Number 7622Expiration Date 5.11.21

1/4" = 1'-0"

A6

Partitions, DoorSchedule,

Restroom Details

05/01/20

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1/4" = 1'-0"1

Enlarged Restroom Plan

ADA RESTROOM FIXTURE DETAILS

PARTITION TYPES

DOOR TYPES

DN DN

UP

DN

DN

DN

UP

DN

UP

UP

UP

DN

DN

1 2 3 4 5

A

B

D

C

11

10

9

8

7

5

4

3

2

A B C D E F G H J

1

A4

64' - 11 1/2"

23' - 6 1/2"

2' -

11

1/8

"3

2' -

5 1

/8"

34

' - 0

"

108' - 4 1/16" 16' - 6 7/16"

36' - 4 1/2"

7' - 5"

10

8' -

7"

168' - 7"

12

' - 0

"

11

7' -

7"

84

' - 0

"7

' - 0

"

23' - 9"

10

9' -

3 1

/2"

106' - 3"

148' - 9"

50

' - 0

"

15505 SF

TURF FIELD

10

3101

COURTYARD

4200 SF

GYM

1

840

1945 SF

WEIGHT ROOM

2

39

464 SF

RECEPTION / SNACK BAR

4

5

613 SF

CLASSROOM

5

31

607 SF

CLASSROOM

6

30

THEATER

5589 SF

EX. CAFETERIA

17

37311225 SF

EX. GYM

16

2245

20' - 0"

150' - 0"

8' -

9 1

/2"

88

' - 0

"2

0' -

9 1

/2"

9' - 3 1/2" 9' - 3 1/2"

40' - 0"

32' - 0"

1133 SF

TRAINING

3

23

84

' - 0

"

35

' - 1

"

10' - 0" 50' - 0" 9' - 3 1/2" 8' - 0"

X XSECURITYGATE W/PANIC HDW

MEN

8

WOMEN

9

ACCESS CORRIDOR

7

ACCESS CORRIDOR

14

EXIT CAPACITY:680 OCCUPANTSTOTAL EGRESSING: 632 OCCUPANTS

EXIT CAPACITY:680 OCCUPANTSTOTAL EGRESSING: 632 OCCUPANTS

EXIT CAPACITY:340 OCCUPANTSTOTAL EGRESSING: 316 OCCUPANTS

REMOTE POINT

REMOTE POINT

K L

1

7.2

6

2

A4

G.6

EXIT CAPACITY:680 OCCUPANTSTOTAL EGRESSING: 632 OCCUPANTS

EXIT CAPACITY:1020 OCCUPANTSTOTAL EGRESSING: 948 OCCUPANTS

EXIT CAPACITY:340 OCCUPANTSTOTAL EGRESSING: 316 OCCUPANTS

EXIT CAPACITY:340 OCCUPANTSTOTAL EGRESSING: 332 OCCUPANTS

EXIT CAPACITY:1,020 OCCUPANTSTOTAL EGRESSING: 822 OCCUPANTS

EXIT CAPACITY:340 OCCUPANTSTOTAL EGRESSING: 186 OCCUPANTS

122 FT TO EXIT

140 FT TO EXIT

EXIT CAPACITY:340 OCCUPANTSTOTAL EGRESSING: 320 OCCUPANTS

EXIT CAPACITY:340 OCCUPANTSTOTAL EGRESSING: 316 OCCUPANTS

REMOTE POINT

131 FT TO EXIT

EXIT CAPACITY:680 OCCUPANTSTOTAL EGRESSING: 187 OCCUPANTS

FUTURE THEATER(SHOWN FORSITE DEVELOPMENT.NOT IN BUILDINGCALCULATIONS.)

THEATER

CLASSROOMCLASSROOMCLASSROOM

CLASSROOM CLASSROOM CLASSROOM

MEN'S RESTROOM

WOMEN'S RESTROOM

SCHOOL STORE

SNACK BAR

MEDIA ROOM

OFFICE OFFICE

OUTDOORCOURTYARD

5

4

3

2

E F G H

10' - 0"

10

' - 0

"

29' - 4 3/4"

1994 SF

WRESTLING ROOM

11

40

OP

EN

M

EZ

ZA

NIN

E

40' - 0"

BA

SE

KT

BA

LL

C

OU

RT

BE

LO

W

75

' - 8

1/4

"

42" H. GUARD

MEZZ. ACCESS CORRIDOR

12

1

6

2

A4

G.6

RE

MO

TE

PO

INT

REMOTE POINT

EGRESS PATH

EXIT

TRAVEL DISTANCE X FT

KEY

SHEET TITLE:

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Consulting Architect: Paul GormanArchitectural Statement: I certify that these documents were reviewed by and approved by me and I am a duly licensed architect under the laws of the state of Maryland

License Number 7622Expiration Date 5.11.21

As indicated

A7

Life Safety Plan,Occupant Load

05/01/20

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1/16" = 1'-0"1

New Level 1 Life Safety Plan

1/16" = 1'-0"2

New Mezz. Life Safety Plan

OCCUPANT LOAD

RM# ROOM NAME AREALOAD

FACTOROCCUPANT LOAD

1 GYM 4200 SF 5 SF 840

2 WEIGHT ROOM 1945 SF 50 SF 39

3 TRAINING 1133 SF 50 SF 23

4 RECEPTION / SNACK BAR 464 SF 100 SF 5

5 CLASSROOM 613 SF 20 SF 31

6 CLASSROOM 607 SF 20 SF 30

7 ACCESS CORRIDOR 690 SF 0 SF 0

8 MEN 103 SF 0 SF 0

9 WOMEN 116 SF 0 SF 0

10 TURF FIELD 15505 SF 5 SF 3101

11 WRESTLING ROOM 1994 SF 50 SF 40

12 MEZZ. ACCESS CORRIDOR 150 SF 0 SF 0

13 MEN 0 SF 0 SF 0

14 ACCESS CORRIDOR 687 SF 0 SF 0

15 CLOSET 36 SF 0

16 EX. GYM 11225 SF 5 SF 2245

17 EX. CAFETERIA 5589 SF 15 SF 373

45058 SF 6726

7

5

4

3

2

A B C D E F G

1

A4

A5 2

A5

3

1

7.2

6

2

A4

G.6

A.F.F.2' x 2' ACT System

12' - 0"

A.F.F.2' x 2' ACT System

12' - 0"

A.F.F.2' x 2' ACT System

12' - 0"

A.F.F.2' x 2' ACT System

10' - 0"

A.F.F.2' x 2' ACT System

10' - 0"

A.F.F.2' x 2' ACT System

10' - 0"

RECEPTION / SNACK BAR

4

CLASSROOM

5

CLASSROOM

6

GYM

1

WEIGHT ROOM

2

TRAINING

3

ACCESS CORRIDOR

7

ACCESS CORRIDOR

7

MEN

8

WOMEN

9

EXPOSED INSULATIONFACING ABOVE

5

4

3

2

F G

1

6

2

A4

G.6

A.F.F.2' x 2' ACT System

10' - 0"

WRESTLINGROOM

11

EXPOSEDINSULATION

FACING ABOVE

SHEET TITLE:

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Consulting Architect: Paul GormanArchitectural Statement: I certify that these documents were reviewed by and approved by me and I am a duly licensed architect under the laws of the state of Maryland

License Number 7622Expiration Date 5.11.21

1/8" = 1'-0"

A8

Reflected CeilingPlan

05/01/20

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No. Description Date

1/8" = 1'-0"1

Level 1 RCP1/8" = 1'-0"

2Level 2 RCP

11

10

9

8

7

5

4

3

2

A B C D E F G H J

1

A4

2" / 1'-0"

2" / 1'-0"2" / 1'-0"

K L

1

7.2

6

2

A4

G.6

NEW ROOFDRAINSAS REQUIRED

4' H

. +

/- C

MU

PA

RA

PE

T F

OR

2' H

R F

IRE

WA

LL

98

' - 4

"

CMU PARAPET FOR 2' HR FIRE WALL

40' - 0"

2" / 1'-0"

RO

OF

RID

GE

RO

OF

RID

GE

EQ EQ

EQ EQ

2"

/ 1

'-0

"

2" / 1'-0"

14

' - 0

"

24

' - 1

1 1

/2"

SHEET TITLE:

SHEET:

SHEET ISSUE DATE:

PR

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Consulting Architect: Paul GormanArchitectural Statement: I certify that these documents were reviewed by and approved by me and I am a duly licensed architect under the laws of the state of Maryland

License Number 7622Expiration Date 5.11.21

1/16" = 1'-0"

A9

Roof Plan

05/01/20

ST

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No. Description Date

1/16" = 1'-0"1

Roof Plan