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
SHEET TITLE:
SHEET:
SHEET ISSUE DATE:
PR
OJE
CT
NA
ME
:
Paul J.
Gorm
an A
rchitects
392
8 W
ashin
gto
n B
lvd
. S
uite
20
1B
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, M
D 2
122
7E
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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
A1
Cover Sheet
05/01/20
ST
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INC
EN
T P
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IH
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SC
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11
3 S
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Pl.
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07
07
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
ME
:
Paul J.
Gorm
an A
rchitects
392
8 W
ashin
gto
n B
lvd
. S
uite
20
1B
altim
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, M
D 2
122
7E
ma
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go
rma
na
rchitects
@e
rols
.com
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
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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:
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PR
OJE
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Paul J.
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an A
rchitects
392
8 W
ashin
gto
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lvd
. S
uite
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1B
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ore
, M
D 2
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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"
A3
New 1st FloorPlan
05/01/20
ST
. V
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SC
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Pl.
, L
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D 2
07
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:
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PR
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Paul J.
Gorm
an A
rchitects
392
8 W
ashin
gto
n B
lvd
. S
uite
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1B
altim
ore
, M
D 2
122
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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"
A3.1
2nd Floor Plan
05/01/20
ST
. V
INC
EN
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SC
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3 S
t. M
ary's
Pl.
, L
aure
l, M
D 2
07
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
ME
:
Paul J.
Gorm
an A
rchitects
392
8 W
ashin
gto
n B
lvd
. S
uite
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1B
altim
ore
, M
D 2
122
7E
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il:
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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
A4
BuildingSections,
Insulation Details
05/01/20
ST
. V
INC
EN
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LO
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SC
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3 S
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Pl.
, L
aure
l, M
D 2
07
07
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:
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PR
OJE
CT
NA
ME
:
Paul J.
Gorm
an A
rchitects
392
8 W
ashin
gto
n B
lvd
. S
uite
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1B
altim
ore
, M
D 2
122
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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
1/2" = 1'-0"
A4.1
EnlargedBuilding Sections
05/01/20
ST
. V
INC
EN
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AL
LO
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IGH
SC
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11
3 S
t. M
ary's
Pl.
, L
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l, M
D 2
07
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:
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SHEET ISSUE DATE:
PR
OJE
CT
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ME
:
Paul J.
Gorm
an A
rchitects
392
8 W
ashin
gto
n B
lvd
. S
uite
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1B
altim
ore
, M
D 2
122
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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
ST
. V
INC
EN
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SC
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3 S
t. M
ary's
Pl.
, L
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l, M
D 2
07
07
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:
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PR
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:
Paul J.
Gorm
an A
rchitects
392
8 W
ashin
gto
n B
lvd
. S
uite
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1B
altim
ore
, M
D 2
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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
ST
. V
INC
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SC
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Pl.
, L
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D 2
07
07
No. Description Date
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:
SHEET:
SHEET ISSUE DATE:
PR
OJE
CT
NA
ME
:
Paul J.
Gorm
an A
rchitects
392
8 W
ashin
gto
n B
lvd
. S
uite
20
1B
altim
ore
, M
D 2
122
7E
ma
il:
go
rma
na
rchitects
@e
rols
.com
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
A7
Life Safety Plan,Occupant Load
05/01/20
ST
. V
INC
EN
T P
AL
LO
TT
IH
IGH
SC
HO
OL
11
3 S
t. M
ary's
Pl.
, L
aure
l, M
D 2
07
07
No. Description Date
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:
SHEET:
SHEET ISSUE DATE:
PR
OJE
CT
NA
ME
:
Paul J.
Gorm
an A
rchitects
392
8 W
ashin
gto
n B
lvd
. S
uite
20
1B
altim
ore
, M
D 2
122
7E
ma
il:
go
rma
na
rchitects
@e
rols
.com
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
1/8" = 1'-0"
A8
Reflected CeilingPlan
05/01/20
ST
. V
INC
EN
T P
AL
LO
TT
IH
IGH
SC
HO
OL
11
3 S
t. M
ary's
Pl.
, L
aure
l, M
D 2
07
07
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
OJE
CT
NA
ME
:
Paul J.
Gorm
an A
rchitects
392
8 W
ashin
gto
n B
lvd
. S
uite
20
1B
altim
ore
, M
D 2
122
7E
ma
il:
go
rma
na
rchitects
@e
rols
.com
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"
A9
Roof Plan
05/01/20
ST
. V
INC
EN
T P
AL
LO
TT
IH
IGH
SC
HO
OL
11
3 S
t. M
ary's
Pl.
, L
aure
l, M
D 2
07
07
No. Description Date
1/16" = 1'-0"1
Roof Plan