OCCUPANCY - FIRST FLOOR · 19,839 gsf first floor 7,967 gsf second floor (residential) 2,123 gsf...

UP

FD

FD

FD

FD

FD

FD

FD

FD

REF

.

DIRTY SHOP125

UTILITY ROOM124

WOMEN122

STORAGE130

MEN121

STAIR 1S11

7870 SF

APPARATUSBAYS123

OFFICE110

CONF.115

OFFICE109

OFFICE107

OFFICE106

ELEV

DAYROOM/LOUNGE / DINING

117

FITNESS116

935 SF

MUSEUM102

EVENT KITCHEN119B

CUST114

OFFICE104

OFFICE108

OFFICE103

WATCH DESK118

TOILET(OFFICER)

113

MAIN LOBBY101

CORR

CORR

CORR

STAIR 2S21

TOILET (VOL)112

SCBA126

PANTRY120

CORRC14

COMM/ DATA111

WORK STATION105

POLE 2P21

14168

15

WASH BAY132

3

1

1

TABLE / CHAIRSTORAGE

127

LAUNDRY128

1

PPE GEAR131

6

1

27

27 = AGGREGATE OCCUPANT LOAD FOR EGRESS THROUGH WASHBAY 13215 FROM 2ND STORY+ 6 WASHBAY+ 3 DIRTY SHOP + 1 SCBA+ 1 LAUNDRY + 1 STORAGE27 - TOTAL

1525

3

13168

67168

66168

66168 66

148

2

9

920

1

2 1

2

1

2

2 1

2 2

3181168

280345

126168

2

1

114' TRAVEL DISTANCE

MAIN BUILDING ENTRANCE 15 OCCUPANTS FROM FIRST FLOOR SPACES (DOES NOT

INCLUDE MUSEUM OCCUPANTS WHO WILL EGRESS THROUGH MUSEUM EXIT)

+ 265 FROM APPARATUS BAY AS "ASSEMBLY" USE 280 TOTAL OCCUPANTS EGRESSING THROUGH THIS DOOR

(345 ALLOWABLE)

265345

IN ASSEMBLY OCCUPANCIES, MAIN ENTRANCE SHALL BE OF A WIDTH THAT ACCOMMODATES 1/2 OF THE TOTAL OCCUPANT LOAD(12.2.3.6.2 LIFE SAFETY CODE 2015)= 530 OCCUPANTS / 2 = 265 OCCUPANTS

531 =AGGREGATE OCCUPANT LOAD TO EGRESS FROM APPARATUS BAYS525 - APPARATUS BAYS + 1 - UTILITY ROOM 124 +1 - TABLE/CHAIR STORAGE +3 - PPE GEAR 530 - TOTAL

1/2 OF SECOND STORY OCCUPANT LOAD -REMAINDER TO EGRESS FROM STAIR 2

126 = AGGREGATE OCCUPANT LOAD @ STAIR 2 80 = 1/2 OF SECOND STORY OCCUPANT LOAD - (REMAINDER TO EGRESS FROM STAIR 1) 46 = FIRST FLOOR OCCUPANT LOAD (1/2 OF

OCCUPANT LOAD [92] OF LIVINGQUARTER AREA - REMAINDER TO EGRESS THROUGH MAIN BUILDING ENTRANCE)

530

525 OCCUPANTS BASED ON APPARATUS BAYS BEING USED AS AN ASSEMBLY FUNCTION, UNCONCENTRATED (TABLES AND CHAIRS) IBC 1004.1.1 7870 / 15 = 525

@ MUSEUM 102TABLE 1021.2 SINGLE EXIT (IBC 2009) STORIES WITH ONE EXIT PERMITTEDOCCUPANCY A - FIRST FLOORMAX OCCUPANT LOAD - 49 OCCUPANTS ACTUAL - 31 OCCUPANTS (932 SF/30)

MAX 75 FEET TRAVEL DISTANCEACTUAL 39.5'

39.5' TRAVEL DISTANCE

1 HR RATING AT USE GROUP SEPARATION B/S-2 IBC TABLE 508.4

45 MIN RATING AT DOOR IN 1-HR BARRIER (NOT STAIR) - TYPICALIBC TABLE 508.4

VOL KITCHEN119A

2

VALVE ROOM133

31168

THE REMAINING 265 OCCUPANTS WILL EGRESS THROUGH THE FOUR ADDITIONAL EXITS PROVIDED AT THE CORNERS OF THE APPARATUS BAY

(3) BUNK207

ELEV

STAIR 1S12

STAIR 2S22

(1) BUNK206

LOUNGE211

965 SF

MEETING 1201

STOR202A

697 SF

MEETING 2202

(2) BUNK212

(3) BUNK215

(2) BUNK214

(2) BUNK213

LAUNDRY224

(2) BUNK225

(2) BUNK210

(2) BUNK209

LOCKER ROOM221

(2) BUNK226

WOMEN204

MEN205

CORR

CORR

(2) BUNK208

POLE 1P12

POLE 2P22

ELEC222

TRAININGVERANDA

231

1021.2 SINGLE EXIT (IBC 2009) TABLE 1021.2 STORIES WITH ONE EXITOCCUPANCY S MAX OCCUPANT LOAD - 29 OCCUPANTS ACTUAL - 15 OCCUPANTS

75 FOOT MAX COMMON PATH OF EGRESS

56'-0

"

19'-0"

1334 SF

STORAGEPLATFORM

230

ELEC227

MECH228

COMPRESSOR RM229

5

7

1

1 1

15 AGGREGATE OCCUPANT LOAD OF SECOND FLOOR (UTILITY AREA) TO EGRESS THROUGH WASHBAY 132

65

147

1

2

4

3 3 36

3

3

3

4

11

335

KITCHENETTE203

81168

80168

1/2 HR RATING AT ALL CORRIDORS IN USE GROUP R - TYPICALIBC TABLE 1018.1

1/2 HR RATING AT ALL SLEEPING UNIT SEPARATIONSIBC 709.3 EXCEPTION 2

20 MINUTE RATING AT ALL DOORS IN CORRIDORS WITH A 1/2 HR RATING -TYPICALIBC TABLE 715.4

1 HR RATING AT USE GROUP SEPARATION (R & S-2)IBC TABLE 508.4

1 HR RATING AT USE GROUP SEPARATION (R & A)IBC TABLE 508.4

1 HR RATING AT STAIR ENCLOSUREIBC 1022.1

1 HR RATING AT ELEVATOR SHAFTIBC 708.4

1 HR RATING AT STAIR ENCLOSUREIBC 1022.1

60 MINUTE RATING AT DOORS IN 1-HR BARRIERS (STAIRS)IBC TABLE 715.4

60 MINUTE RATING AT DOORS IN 1-HR BARRIERS (STAIRS)IBC TABLE 715.4

45 MIN RATING AT DOOR IN 1-HR BARRIER (NOT STAIR)IBC TABLE 715.4

45 MIN RATING AT DOOR IN 1HR BARRIER (NOT STAIR)IBC TABLE 715.4

45 MIN RATING AT DOOR IN 1-HR BARRIER (NOT STAIR)IBC TABLE 715.4

1014.2 (IBC 2009) EGRESS THROUGH INTERVENING SPACEPERMITTED PER REQUIREMENTS OF THIS SECTION

CODE KEY

1 HOUR FIRE RATED PARTITION

1/2 HOUR FIRE RATED PARTITION

1/2 HOUR FIRE RATED CEILING

112168

REQUIRED MINIMUM CAPACITY BASED ON OCCUPANCY CALCULATIONS

ACTUAL CAPACITY BASED ON EGRESS COMPONENT

36" DOOR CALCULATION33.62"CL./ .2" PER OCCUPANT = 168 OCCUPANTS @ 36" DOOR

CLEAR WIDTH

BUILDING SQUARE FOOTAGE19,839 GSF FIRST FLOOR 7,967 GSF SECOND FLOOR (RESIDENTIAL) 2,123 GSF SECOND FLOOR (UTILITY AREA)29,929 GSF TOTAL

CLEAR WIDTH

PAIR OF 36" DOOR CALCULATION69" CL./ .2" PER OCCUPANT = 345 OCCUPANTS @ PAIR OF 36" DOORS

32" DOOR CALCULATION29.62"CL./ .2" PER OCCUPANT = 148 OCCUPANTS @ 32" DOOR

These drawings are the property of the Architect. Bignell Watkins Hasser Architects P.C. Unauthorized reproduction for any purpose is an infringement upon copyright laws. Violators will be subject to prosecution by fullest extent of the law. Written dimensions on these drawings shall have precedence over scale dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings.

Client:

Location:

Project:

Drawn by:

Project No: Date:

Professional CertificationI certify that theses documents were prepared or approved by me, and that I am a duly licensed architect under the laws of the State of Maryland.License No. 6956 Expiration Date 02-20-20

ONE PARK PLACE SUITE 250 ANNAPOLIS, MARYLAND 21401

Maryland:MD Fax:

(301) 261-8228(410) 224-4443

Baltimore: (410) 841-6595Annapolis: (410) 224-2727

Website www.bigwaha.com

ARCHITECTCONTACT: GREGORY S. GILBERT, AIA

MICHAEL MATULA

STRUCTURAL ENGINEERCENTURY ENGINEERING

10710 GILROY ROADHUNT VALLEY, MD 21031

TEL: (443) 589-2400CONTACT: RICHARD BEARD

MECHANICAL, ELECTRICAL& PLUMBING ENGINEER

CENTURY ENGINEERING10710 GILROY ROAD

HUNT VALLEY, MD 21031TEL: (443) 589-2400

CONTACT: ANDREW JUN - MECHANICAL/PLUMBING

MATT STEINER - ELECTRICAL

BAY ENGINEERING INC.2661 RIVA ROAD

ANNAPOLIS, MD 21401TEL: (410) 897-9290

CONTACT: NELSON AROCHOANNIE LUTTRELL

CIVIL ENGINEER

CALVERT COUNTY -GENERAL SERVICES DIVISION

450 SOLOMONS ISLAND ROADPRINCE FREDERICK, MD 20678

PRINCE FREDERICK VOLUNTEERFIRE STATION

A0.01

CODE ANALYSIS

17032 2/21/19

BID/CONSTRUCTION

MM

3/32" = 1'-0"1FIRST FLOOR EGRESS & FIRE PROTECTION PLAN

3/32" = 1'-0"2SECOND FLOOR EGRESS & FIRE PROTECTION PLAN

OCCUPANCY - FIRST FLOORRM # ROOM NAME

AREA(NET SF) SF/OCC

TOTALOCCUPANTS

102 MUSEUM 935 SF 30 31103 OFFICE 120 SF 100 2104 OFFICE 125 SF 100 2105 WORK STATION 40 SF 100 1106 OFFICE 150 SF 100 2107 OFFICE 145 SF 100 2108 OFFICE 93 SF 100 1109 OFFICE 179 SF 100 2110 OFFICE 148 SF 100 2111 COMM/ DATA 82 SF 300 1114 CUST 46 SF 300 1115 CONF. 298 SF 15 20116 FITNESS 442 SF 50 9117 DAYROOM/ LOUNGE / DINING 804 SF 100 9118 WATCH DESK 156 SF 100 2

119A VOL KITCHEN 328 SF 200 2119B EVENT KITCHEN 262 SF 200 2120 PANTRY 155 SF 300 1123 APPARATUS BAYS 7870 SF 15 525124 UTILITY ROOM 207 SF 300 1125 DIRTY SHOP 263 SF 100 3126 SCBA 66 SF 300 1127 TABLE / CHAIR STORAGE 236 SF 300 1128 LAUNDRY 150 SF 300 1130 STORAGE 199 SF 300 1131 PPE GEAR 643 SF 300 3132 WASH BAY 1525 SF 300 6

OCCUPANCY - SECOND FLOORRM # ROOM NAME

AREA(NET SF) SF/OCC

TOTALOCCUPANTS

201 MEETING 1 965 SF 15 65202 MEETING 2 697 SF 15 47

202A STOR 162 SF 300 1203 KITCHENETTE 135 SF 100 1206 (1) BUNK 97 SF 50 2207 (3) BUNK 174 SF 50 4208 (2) BUNK 132 SF 50 3209 (2) BUNK 132 SF 50 3210 (2) BUNK 132 SF 50 3211 LOUNGE 286 SF 50 6212 (2) BUNK 129 SF 50 3213 (2) BUNK 131 SF 50 3214 (2) BUNK 134 SF 50 3215 (3) BUNK 196 SF 50 4221 LOCKER ROOM 223 SF 50 5223 CUST 39 SF 300 1224 LAUNDRY 74 SF 200 1225 (2) BUNK 133 SF 50 3226 (2) BUNK 130 SF 50 3227 ELEC 185 SF 300 1228 MECH 163 SF 300 1229 COMPRESSOR RM 50 SF 300 1230 STORAGE PLATFORM 1334 SF 300 5231 TRAINING VERANDA 333 SF 50 7

525 OCCUPANTS

161 OCCUPANTS

92 OCCUPANTS

17 OCCUPANTS

15 OCCUPANTS

Revision Schedule# Date Revision

REF

.

NOTES:

- SEE FIRE PARTITION PLANS FOR LOCATIONS, RATINGS, AND UL DESIGNS OF FIRE PARTITIONS

- PROVIDE SOLID WOOD BLOCKING @ ALL CABINETS, PLUMBING FIXTURES, AND FUTURE WALL HUNG EQUIPMENT/FIXTURES AS REQUIRED.

-CONTINUE CONCRETE MASONRY TO STRUCTURE ABOVE U.N.O.

-BULLNOSE CMU AT EXPOSED OUTSIDE WALL CORNERS

PARTITION SCHEDULE

WAL

L TY

PE PLAN DESCRIPTION REMARKS

3 5/8" MTL. STUDS @ 16" O.C.

5/8" GYPSUM BOARD (BOTH SIDES)

1

(1A) SOUND ATTENUATION INSULATION

NO SOUND ATTENUATION INSULATION REQUIRED FOR PARTITION TYPE 1

1A

UL DESIGN #U419 WHERE INDICATED ON FIRE PARTITION PLAN

3 5/8" MTL. STUDS @ 16" O.C.

5/8" GYPSUM BOARD

SOUND ATTENUATION INSULATION

5/8" CEMENT BOARD

TILE TILE RESTROOM SIDE. SEE RESTROOM ELEVATION FOR PATTERN

UL DESIGN #U419 WHERE INDICATED ON FIRE PARTITION PLAN1B

3 5/8" MTL. STUDS @ 16" O.C.

CEMENT BOARD (BOTH SIDES)

TILE (BOTH SIDES) SEE RESTROOM ELEVATION FOR PATTERN

1C

2

2A

6" MTL. STUDS @ 16" O.C.


(2A) SOUND ATTENUATION INSULATION


3 8" MTL. STUDS @ 16" O.C.



4" CONCRETE MASONRY UNIT BULLNOSE AT EXPOSED OUTSIDE CORNERS

4

6" CONCRETE MASONRY UNIT


BULLNOSE AT EXPOSED OUTSIDE CORNERS

5



4B

TILE ON RESTROOM SIDE- SEE RESTROOM ELEVATION FOR PATTERN

TILE - 4A - TILE ONE SIDE4B - TILE BOTH SIDES

4A




TILE - 5A - TILE ONE SIDE5B - TILE BOTH SIDES5B

5A




6

8" CONCRETE MASONRY UNITUL DESIGN #U905 WHERE INDICATED ON FIRE PARTITION PLAN


TILE - ONE SIDE


1 5/8" MTL. STUDS @ 16" O.C.

5/8" GYPSUM BOARD UL DESIGN #U905 WHERE INDICATED ON FIRE PARTITION PLAN


6A

6B




7


5/8" GYPSUM BOARD


5/8" CEMENT BOARD

TILE TILE RESTROOM SIDE. SEE RESTROOM ELEVATION FOR PATTERN

UL DESIGN #U419 WHERE INDICATED ON FIRE PARTITION PLAN2B


CEMENT BOARD (BOTH SIDES)

TILE (BOTH SIDES) SEE RESTROOM ELEVATION FOR PATTERN

2C


1 5/8" MTL. STUDS @ 16" O.C.

5/8" GYPSUM BOARD UL DESIGN #U906 WHERE INDICATED ON FIRE PARTITION PLAN


5C



6C FACE BRICK VENEER

3 5/8" MTL. STUDS @ 16" O.C.

5/8" GYPSUM BOARD

5/8" CEMENT BOARD

FACE BRICK VENEER

1D

PARTITION SCHEDULE

WAL

L TY

PE PLAN DESCRIPTION REMARKS


12" CONCRETE MASONRY UNIT UL DESIGN #U906 WHERE INDICATED ON FIRE PARTITION PLAN

7A3 5/8" MTL. STUDS @ 16" O.C.

5/8" GYPSUM BOARD

3 5/8" MTL. STUDS @ 16" O.C.

5/8" GYPSUM BOARD (ONE SIDE)

1E

8

1 1/2" MTL. FURRING CHANNELS @ 16" O.C.

5/8" GYPSUM BOARD



5/8" GYPSUM BOARD

5/8" CEMENT BOARD

FACE BRICK VENEER

2DSOUND ATTENUATION INSULATION

Concrete Blocks * - Nominal 6 by 8 by 16 in, hollow or solid.Classification D-2 (2 hr.)ANCHOR CONCRETE PRODUCTS INCAllowable compressive stress of 57% of max allowable compressivestress in accordance with the empirical design method.BETCO BLOCK & PRODUCTS INC, DBAARTHUR WHITCOMBWESTBROOK CONCRETE BLOCK CO INCAllowable compressive stress of 75.6% of max allowable compressivestress in accordance with the empirical design method.

Mortar - Blocks laid in full bed of mortar, nom. 3/8 in. thick, of notless than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to1 part Portland cement (proportioned by volume) and not more than 50percent hydrated lime (by cement volume). Vertical joints staggered.

Portland Cement Stucco or Gypsum Plaster - Add 1/2 hour to classification ifused. Attached to concrete blocks (Item 1).

Foamed Plastic * - (Optional-Not Shown) - 1-1/2 in. thick max, 4 ft widesheathing attached to concrete blocks (Item 1).CELOTEX CORP - Type Thermax* Bearing the UL Classification Marking

DESIGN NO. U906Nonbearing Wall Rating - 2HR.

Bearing Wall Rating - 2HR.

Horizontal Section123

4.

3.

3/4"

2.

1.

5 5/

8" M

IN.

USE GROUP B BUSINESS

USE GROUP S-2 STORAGE

UL DESIGN 906 WHERE MASONRY WALL IS INDICATED TO BE A RATED WALL PER A0.01

USE GROUP S-2 STORAGE

USE GROUP R-2 RESIDENTIAL



UL DESIGN 419 WHERE GYP BOARD ON METAL STUD PARTITION IS INDICATED TO BE A RATED WALL PER A0.01


Client:

Location:

Project:

Drawn by:

Project No: Date:



Maryland:MD Fax:

(301) 261-8228(410) 224-4443




MICHAEL MATULA










ANNAPOLIS, MD 21401TEL: (410) 897-9290


CIVIL ENGINEER




A0.02

CODE ANALYSIS &PARTITION SCHEDULE

17032 2/21/19

BID/CONSTRUCTION

MM

1" = 1'-0"1PARTITION SCHEDULE

1/4" = 1'-0"2UL ASSEMBLIES

1/16" = 1'-0"3FIRST FLOOR FIRE PARTITION PLAN

1/16" = 1'-0"5SECOND FLOOR FIRE PARTITION PLAN

DASHED LINE INDICATES OCCUPANCY SEPARATION. SEE A0.01 FOR RATED WALL LOCATIONS


OLD FIELD LANESO

LOM

ON

S IS

LAN

D R

OAD

MD

RO

UTE

2/4

EXISTING APPARATUS BAYS- ONE STORY +/- 9,940 SQ FT

EXISTING LIVING QUARTERS, OFFICES, CLASSROOMS- THREE STORY +/- 8,200 SQ FT

211' - 9"

51' - 0" 160' - 9"

EXISTING FIRE STATION TO BE DEMOLISHED (SHOWN DASHED)

EXI

S TIN

G S

TATI

ON

73' -

0"

NEW FIRE STATION450 SOLOMONS ISLAND ROAD

EXISTING SITE SIGN TO REMAIN

EXISTING TREE TO REMAIN

EXISTING FLAGPOLE TO REMAIN

EXISTING UTILITY AND EQUIPMENT BOXES TO REMAIN

PROPOSED EQUIPMENT PAD WITH SCREEN

BAY EXTENSION ALTERNATE. SEE A9.01

1. EXISTING BUILDING IS TO BE DEMOLISHED IN ITS ENTIRETY

2. ALL DEMOLITION WORK SHALL BE DONE IN ACCORDANCE WITH STATE ANDLOCAL REGULATIONS AND CODES. CONFORM TO ALL APPLICABLE ORDINANCESREGARDING SAFETY, ENVIRONMENTAL PROTECTION, ETC RELATED TO THEPROJECT.

3. DEMOLITION MAY REQUIRE HAZMAT ABATEMENT. DUE TO THE PERIOD OF ORIGINAL CONSTRUCTION OF THE EXISTING STRUCTURE, DEMOLITION WILL DISTURB BUILDING ELEMENTS THAT MAY CONTAIN HAZARDOUS MATERIALS. GC SHALL CONDUCT A HAZARDOUS MATERIALS SURVEY BY A LICENSED CONTRACTOR AND PROVIDE A BID BASED ON THE CONTAINMENT, DEMOLITION, REMOVAL, AND LEGAL DISPOSAL OF HAZARDOUS MATERIALS.

4. PRIOR TO DEMOLITION, CONTRACTOR TO VERIFY WITH OWNER WHETHEREXISTING EQUIPMENT, AND WALL OR CEILING MOUNTED FIXTURES ARE TO BESALVAGED. ITEMS TO BE SALVAGED INCLUDE, BUT ARE NOT LIMITED TO FIRE SLIDE POLES, BUILDING SIGNAGE, SHOP EQUIPMENT, HOSE AND CORD REELS, APPLIANCES, LIMITED BUILT-IN CASEWORK.

SITE AND DEMOLITION NOTES


Client:

Location:

Project:

Drawn by:

Project No: Date:



Maryland:MD Fax:

(301) 261-8228(410) 224-4443




MICHAEL MATULA










ANNAPOLIS, MD 21401TEL: (410) 897-9290


CIVIL ENGINEER




A1.01

ARCHITECTURAL SITE& DEMOLITION PLAN

17032 2/21/19

BID/CONSTRUCTION

MM

1" = 20'-0"1SITE PLAN - PROPOSED

TRUE NORTH

PLAN NORTH


UP

FD

FD

FD

FD

FD

FD

FD

FD

J

J

K

K

L

L

19' - 4" 17' - 4"

M

M

I

I

16' - 10"

C

C

F

F N

N

17' - 1" 18' - 0"

1

1

3

DIRTY SHOP

125

UTILITY ROOM

124

WOMEN

122

STORAGE

130

MEN

121

VEST.

100

STAIR 1

S11

APPARATUSBAYS

123

9' -

4"

80

' - 0

"

3' -

0"

6' -

0"

OFFICE

110

CONF.

115

OFFICE

109

OFFICE

107

OFFICE

106

ELEV


117

FITNESS

116

MUSEUM

102

EVENT KITCHEN

119B

CUST

114

OFFICE

104

OFFICE

108

TOILET

129

225' - 8"

OFFICE

103

SLOPES

LOP

ES

LOP

ES

LOP

ESLOPE

SLO

PE

SLOPE SLOPE

SLOPE

SLO

PE

SLO

PE

SLO

PE

SLOPE

SLO

PE

SLOPE SLOPE

SLOPE

SLO

PE

SLO

PE

SLO

PE

SLOPE

SLO

PE

SLOPE SLOPE

SLOPE

SLO

PE

SLO

PE

SLO

PE

SLOPE

SLO

PE

SLOPE SLOPE

SLO

PE

SLO

PE

SLOPE

SLOPE

7' - 2"

WATCH DESK

118

TOILET(OFFICER)

113

MAIN LOBBY

101

CORR

C11

CORR

C12

CORR

C13

STAIR 2

S21

TOILET (VOL)

112

5' -

2"

SCBA

126

3

A3.01

3

A3.01

4

A3.01

4

A3.01

7' -

7"

10

' - 8

"

3' -

0"

5' -

0"

4' -

0"

62

' - 8

"

5

A3.01

5

A3.01

12' - 2"

9' -

10

"

7' -

0"

8' - 1"

15' - 4"22' - 6"

PANTRY

120

11' - 8" 41' - 0" 25' - 4"

2

A3.01

2

A3.01

25' - 4" 26' - 4"

CORR

C14

COMM/ DATA

111

2' - 0"

13

' - 8

"5

' - 0

"3

' - 0

"5

' - 0

"3

' - 0

"5

' - 0

"3

' - 2

"

52

' - 6

"2

1' -

4"

1' -

4"

5' -

4"

14

' - 8

"

2' - 0"

4' - 8"

18' - 8"

98' - 4" 22' - 2"

2' - 8" 14' - 0" 4' - 0" 14' - 0" 4' - 0" 14' - 0" 4' - 0" 14' - 0" 4' - 0"

5' - 0"2' - 8"

5' - 0"

2' - 8" 2' - 8"5' - 0"

2' - 0"5' - 0" 14' - 0" 4' - 0" 14' - 0" 4' - 0" 14' - 0" 4' - 0" 14' - 0" 4' - 0"7' - 4"

26' - 4"

14' - 0"6' - 4"

14' - 0"

WORK STATION

105

POLE 1

P11

POLE 2

P21

4' -

0"

8' - 0"

22

' - 8

"

S11A

101

103104

115A

116A

106

107

108

114

109A 113

109B

112

S21AS21B

110111

116B

119B

118B

C14

121

122

123A

123B

123C

124

125A

126

129

132A

132B

A2.01

1

A2.01

3

A2.01

2

A2.02

1

6

A3.01

6

A3.01

3

A3.02

3

A3.02

2

A3.02

2

A3.02

5

A3.02

5

A3.02

4

A3.02

4

A3.02

001 002 003 004

006

007009010011012

S11B

119C

A4.011

A4.02

1

1

A4.03

1

A3.01

1

A3.01A4.08

1

A4.083

A4.09

4

2

A3.03

3

A3.03

2' - 0"

11' - 8"

1

A3.05

17' - 4"

S3

W2

S4

14

' - 2

"1

3' -

10

"9

' - 0

"

11' - 0" 5' - 10"

5' -

10

"

20

' - 9

"

15' - 10" 9' - 0"

13

' - 4

"

2' -

8"

3' -

4"

15

' - 1

"3

' - 4

"

4' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0"

4' -

8"

35

' - 4

"3

5' -

4"

4' -

8"

8"

3' -

0"

2' -

0"

8"

7"

4"

7' -

0"

8"

104' - 0"

1

A3.06

2

A3.04

104' - 4"

3

A3.04

12' - 8"

E HGA

A B

D

D

2' - 4"2' - 4"

14' - 0"

2' - 4"

6' - 0"

4' - 0"

4' - 8" 16' - 0 1/2" 10' - 2 1/4" 11' - 11 3/4" 7' - 6 7/8" 9' - 1 1/2" 6' - 11 5/8" 16' - 10" 19' - 4" 17' - 4" 18' - 0" 17' - 6"

3' - 4"

8"

2

4

5

6

7

1010

4' -

0"

15

' - 9

"2

3' -

6"

19

' - 6

"1

1' -

0 7

/8"

6' - 0"


127

3' -

8"

8' -

8"

6' -

4" 2

' - 4

"8

"

4"

9' -

2"

9' -

0"

8"

22' - 4" 1' - 0"

1

A3.02

1' - 0"

14' - 0" 5' - 8"

17' - 6"

17' - 10"

27

' - 1

"

21' - 8"

PPE GEAR

131

17

' - 0

"

36

' - 0

"

6' -

7"

7' -

0"

16' - 0" 5' - 8"

LAUNDRY

128

CORR

C15

WASH BAY

132

C11

117

120

131B

131A

C15

127

125B

005

008123D

115B

3' - 4" 3' - 4"5' - 0"

3' -

4"

5' -

0"

4' -

8"

DS DS

DS

DS

DS DS

DS

DSDS

DS

7.6

23' - 7"

3' -

4"

3' -

0"

5' -

0"

5' - 0" 2' - 8"5' - 0"

8' - 8"10' - 0"

A1.02

2

1' -

4"

6' -

0"

A1.02

3

2

A3.05

2' - 8"

1

A3.04

6" 9' - 3"

10

' - 8

"

3' - 6"

118A

102A

3' - 0"2' - 4"

3' - 4"11' - 0" 11' - 0"

VALVE ROOM

133

133

4' -

10

"

3' - 0"6"

6"

1D

1D

1A

1A

1A

1A

1A

1A

1A

1B

1B

1A1A

1A

1A

1A

3

1A1A

1A

1

2C

1A 1A

1A 1A

1

1A

6B

6B

1

3 7

9' -

8"

1B 9' - 4"

5C

5A

1A

6B

6B

6B

1C

1C

2C

5

7

6

6

77

6

7 2

5

6

17' - 5"

11

' - 5

"

11' - 0"

100A

119A

VOL KITCHEN

119A

2' - 4"

3' - 4"1' - 4"

102B

10

' - 8

"

6

S1

S2.1

S5

S6

S7

S8.2

S9.1

S10

W4

W2

W2

W2

W2

W3 W3 W3 W3

W1

W5 W5

S2.2

100B

1

A3.03

2' -

6"

5' -

10

"

2' -

0" 3' -

10

"

2' - 0" 2' - 0"7' - 8"

1' - 11"

S7.2

S8

5' -

0"

A9.01

1

ALTERNATE

C.2

8' - 1"

10

9' -

10

"

10' - 4"

42' - 0"

C.3

9' - 2"

7

A3.02

A2.02

3

A2.022

8.7

I.1

H.1F.2 I.2

I.2E.9

M.8

M.8

4' - 9 5/8"

1' - 4 1/2"

6 3/8"

4' - 11 1/4"

7' -

0"

O

O

P

P

24' - 0 3/4" 26' - 4"

24' - 0 3/4" 26' - 4"

1 1

3

3

7 5/8"

6

A3.02

15' - 5 5/8"

6' - 3 5/8"5' - 5 5/8"

4' - 9 5/8"7 5/8"

5' - 0"

7' -

6 1

/2"

4' -

9 1

/8"

7

9

9

8 8

6.1

2

A3.06

A4.041

4' -

10

"

A2.035

8

TYP. @ BOTH SIDES OF ALL APPARATUS BAY OPENINGS

8

8

8 8

1A

1A

1A

5C

6' -

0"

9

15' - 5" 12' - 3"

10

3' - 3"

8' -

6"

A1.024

CJ

CJ

CJ

CJ

CJ

CJ CJ

CJ CJ

CJ CJ

CJ CJCJ CJCJ CJCJ CJCJ CJ

CJ

4' - 0" 4' - 0"17' - 4"

CJ

CJ CJ1.2

6 1

/2"

3' - 0"

7A

1E

1

1

1A

1

1

6' -

0"

2' - 8"1' - 11" 3' - 0"7' - 10" 8' - 3"

5C

5C

3' -

4"

3 3 3

3 3 3 3

10

' - 8

"1

9' -

11

"6

1' -

5"

3' -

8"

2' -

4"

6' -

4"

CJ

15

' - 4

"1

5' -

4"

CJ

CJ

16

' - 0

"1

6' -

0"

CJCJ

CJCJ 5' - 4"5' - 4"

CJ CJCJ CJCJ CJCJ CJCJ CJ

CJCJCJ

A4.05 7

11

10

' - 8

"

13

' - 4

"6

' - 4

"1

3' -

0"

21

' - 3

"

10

' - 7

"

2

2

2

2

2

2

1' -

8"6' -

0"

2' -

0"7

' - 0

"

A5.01

6

A5.01

7

10

' - 6

7/8

"

DS

1

A3.07

2

A3.07

C.9

9.2

1' -

9"

5' -

10

7/8

"1

2"

102C 102D

4

A3.07

4

A3.08

3

A3.07

A4.02

5

7.8

2' -

7"

22

' - 0

"

3' - 4"

16

17

8 TYP. @ BOTH SIDES OF ALL APPARATUS BAY OPENINGS

8

A1.025

4' - 6"

4' - 6"

A9.01

6

2

NO SLOPENO SLOPE

11

1/4

"1

1 1

/4"

NO

SLO

PE

NO

SLO

PE

7

18

18

18

19

19

18

19 + 96"

19 5

' - 9

"

1

SK-7.1

SK-7.5

2

1A

1

A101

1A

101

1

A101

BUILDING SECTION

ELEVATIONS

INTERIOR ELEVATIONS

WALL TAGS - SEE A0.02

WINDOW AND LOUVER TAG - SEE A6.02

DOOR TAGS - SEE A6.01

SYMBOLS LEGEND

1 KEYNOTE

A101

1ENLARGED PLAN CALLOUT

A2.031 2

FLOOR DRAIN - SEE PLUMBING DRAWINGSFD

DOWNSPOUTDS

1

A101WALL SECTION

CJ / EJ CONTROL JOINT/ EXPANSION JOINT -SEE ELEVATIONS ON A2.01

I

I

1

A3.05H

6' -

4"

3' - 4"

7' - 0"

2' - 8"

ø 3' -

0"

2' - 10"2' - 10"

POLE 1

P11

APPARATUS BAYS

123

STAIR 1

S11

7' - 0"

6' - 1"

1' -

8"

1' -

9"

3' - 8"

11 5/8"

8.7

I.1

I.2

6 3/8"

5' - 5 5/8"

FIRE SLIDE POLE MCINTIRE BRASS WORKS, INC.MODEL 20 WITH POLE MAT

8

5' -

1 1

/4"

METAL TRIM TO WRAP STEEL TUBE. COLOR AND FINISH TO MATCH STOREFRONT

S8.2 S8

I

1

2

6' - 4"

2

A3.05

8"

POLE 2

P21

APPARATUS BAYS

123WATCH DESK

118

CORR

C14

1' -

4"

1' - 0"

3' - 0"

2' - 10"

2' - 6"

2' -

3"

9' -

2"

2' -

9"

H.1 I.2

DS

2' - 10"

FIRE SLIDE POLEMCINTIRE BRASS WORKS, INC.MODEL 20WITH POLE MAT

1' -

8"

10

' - 8

"

EJ1.2

1' - 8"8"

DS

2' -

4"

METAL TRIM TO WRAP STEEL TUBE. COLOR AND FINISH TO MATCH STOREFRONT

5' -

6"

S7S7.2

1. INTERIOR WALL DIMENSIONS ARE TO CENTERLINE OF STUD UNLESS NOTED OTHERWISE.

2. AT CMU WALLS, DIMENSIONS ARE TO FACE OF CMU UNLESS NOTED OTHERWISE.

3. SEE PARTITION SCHEDULE FOR DESCRIPTIONS AND REQUIREMENTS OF INTERIOR WALL TYPES.

4. JAMB SIDE OF MASONRY OPENINGS SHALL BE SET 4" OFF ADJACENT WALLS UNLESS NOTED OTHERWISE.

5. JAMB SIDE OF GWB OPENINGS SHALL BE SET 2" OFF ADJACENT WALLS UNLESS NOTED OTHERWISE.

PLAN NOTES

1 WALL FINISHES IN THIS SPACE TO RUN FULL HEIGHT TO UNDERSIDE OF DECK

2 PROVIDE INTEGRAL 3/4" PLYWOOD BACKING FOR ADDITIONAL SUPPORT OF WALL MOUNTED ITEMS.

3 1/2" SLOT DRAIN WITH CLEANOUT BASIN - SEE PLUMBING DRAWINGS

4 PAINTED METAL HANDRAIL

5 ROOF/ATTIC LADDER

6 MANUALLY OPERATED FOLDING PARTITION WALL

7 FIRE SLIDE POLE WITH POLE MAT - MCINTIRE BRASS WORKS, INC. MODEL 20

8 PIPE BOLLARD - 8" DIA. - SEE SPECIFICATIONS

9 LINE DENOTES CHANGE IN SLAB THICKNESS AND FINISH. SEE STRUCTURAL DRAWINGS AND FINISH PLAN.

10 DIMENSION TO FACE OF STUD

11 TRENCH DRAIN - SEE PLUMBING DRAWINGS

12 RAPELLING ANCHOR POINT - SWIVEL HOIST RING - 5,000 LB CAPACITY.SEE STRUCTURAL DRAWINGS FOR WALL OR FLOOR REINFORCEMENT

13 PROVIDE 1" R. DRYWALL BULLNOSE CORNERBEAD AND FRP 1" RADIUS GUARD (ACROVYN SM-10) TO MATCH WAINSCOT FINISH

14 ROOF SOFFIT BRACKET

15 DRINKING FOUNTAIN

16 DUMMY TRAINING STANDPIPE AND FDC

17 EMERGENCY EYEWASH AND SHOWER

18 HOSE REEL OR WALL HYDRANT - SEE PLUMBING

19 COMPRESSED AIR REEL OR CONNECTION - SEE PLUMBING

PLAN KEY NOTES

F

1

3

F.2

DS

EJ

CJ

WATCH DESK

1181

' - 8

"2

' - 0

"

4"

2' - 8"

SOLID SURFACE SILL SSM-1, TYP.

1' -

6"

1"1"

OVERHEAD STEEL DOOR TRACK BY MANUFACTURER

OVERHEAD SECTIONAL DOOR

7 5

/8"

3"

STEEL ANGLE

STEEL PEMB FRAME

A/V BARRIER

RIGID INSULATION4' - 0"

8" I.D. CONCRETE BOLLARD

ALTERNATE 2: FOUR FOLD FAST-ACTING DOOR (TYP. @ ALL APP. BAY DOORS).SEE A9.01 FOR ALTERNATES

APPARATUSBAYS

123

INTERIOR

EXTERIOR

SOLID MASONRY UNITS AT PIERS -TYP


Client:

Location:

Project:

Drawn by:

Project No: Date:



Maryland:MD Fax:

(301) 261-8228(410) 224-4443




MICHAEL MATULA





CENTURY ENGINEERING


TEL: (443) 589-2400CONTACT:

ANDREW JUN - MECHANICAL/PLUMBINGMATT STEINER - ELECTRICAL

BAY ENGINEERING INC.

2661 RIVA ROAD ANNAPOLIS, MD 21401

TEL: (410) 897-9290CONTACT: NELSON AROCHO

ANNIE LUTTRELL

CIVIL ENGINEER




A1.02

FIRST FLOOR PLAN

17032 2/21/19

BID/CONSTRUCTION

MM

1/8" = 1'-0"1

FIRST FLOOR PLAN

TRUENORTH

PLANNORTH

1/4" = 1'-0"2

ENLARGED PLAN @ POLE 1 - FIRST FLOOR 1/4" = 1'-0"

3ENLARGED PLAN @ POLE 2 - FIRST FLOOR

3/8" = 1'-0"4

CORNER PLAN DETAIL

Revision Schedule

# Date Revision7 5/15/19 ADDENDUM 7

3/8" = 1'-0"5

PLAN DETAIL @ PIERS

UP

FD FD

FD

FD

FD

FD

FD

FDFD

FD

FD

FD

FD FD FD FDFD

FD

J

J

K

K

L

L

M

M

I

IC

C

F

F N

N

11

3

80' -

0"

(3) BUNK207

ELEV

STAIR 1S12

STAIR 2S22

(1) BUNK206

LOUNGE211

18' -

10"

13' -

0"

13' -

1"

MEETING 1201

STOR202A

MEETING 2202

(2) BUNK212

(3) BUNK215

(2) BUNK214

(2) BUNK213

LAUNDRY224

(2) BUNK225

(2) BUNK210

(2) BUNK209

LOCKER ROOM221

(2) BUNK226

WOMEN204

MEN205

ADA TOILET216

TOILET217

TOILET218

TOILET219

TOILET220

CORRC21

CORRC22

CORRC25

(2) BUNK208

POLE 1P12

POLE 2P22

ELEC222

3A3.01

3A3.01

4A3.01

4A3.01

11' - 8"

9' -

9"5'

- 10

"

5A3.01

5A3.01

11' - 4" 12' - 7"

3' - 0"

10' - 10"

31' - 2"

5' -

8"

2A3.01

2A3.01

TRAININGVERANDA

231

42' - 0"

36' -

0"

3' -

0"6'

- 0"

3' -

0"3'

- 4"

228' - 4"

109'

- 10

"

4' - 8"

6' -

0"3'

- 0"

5' -

0"3'

- 0"

3' -

0"

225' - 8"

41' - 0"

3' - 0" 3' - 0" 5' - 8" 3' - 0" 3' - 0" 3' - 0"1' - 8"

3' - 0" 3' - 0"

8"2'

- 0"

1' -

4"

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

62' -

8"

5' - 0" 5' - 0" 5' - 4" 3' - 0" 5' - 4"

18' - 8" 11' - 8"

3' -

10"

A2.011

A2.013

A2.012

6A3.01

6A3.01

3A3.02

3A3.02

5A3.02

5A3.02

4A3.02

4A3.02

S12A

S12B

201A

201B

202B

202A

202C

204

205

C21

204

206

207

S22

208 209 210

P22

226

212

224

213

214

215

P12

C25

217 218 219 220

222

231

A4.012

A4.022

1A4.03

19' - 4" 17' - 4" 18' - 0"

1A3.01

A4.084

A4.091

14' -

8"

5' -

4"

2A3.03

3A3.03

1A3.05

3' -

4"3'

- 0"

3' -

4"3'

- 0"

10' -

8"

11' - 11"

8' - 0"3' - 11"

10' - 10"

15' -

5"

9' -

4"

13' - 3" 5' - 8"

14' - 2" 14' - 3"

5' - 6"5' - 6"

S11

1A3.06

2A3.04

3A3.04

MECH228

ELEC227

5' - 4"3' - 0"5' - 4"

30' -

7"

KITCHENETTE203

E HGA

A B

D

D

216

2

4

5

6

7

1010

1A3.02

1A3.02

17' -

11"

13' -

0"

18' -

6"

CUST223

12' - 11"

14' - 3"

16' -

5"

3' - 0" 4' - 4"

COMPRESSORRM229

5' - 6"

CORRC24

CORRC23

CORRC26

STORAGEPLATFORM

230

225

223

228227

229

3' -

2"1'

- 4"

2' - 4"

C23

16' -

6"

DS

7.6

3' -

4"3'

- 0"

5' -

0"5'

- 0"

3' -

0"5'

- 0"

5' -

0"

2A3.05

1A3.04

11' - 1" 11' - 1"

4' - 4"3' - 4"

8' -

2"

5' - 4" 3' - 0" 8' - 8" 3' - 0" 5' - 4"

211

1A

1A

1

1A1A

5' - 10"12' - 5"

2' -

8"6'

- 0"

6' -

0"3'

- 0"

3' -

0"

4' - 8"

6' - 5 3/4"

S12

W2W3W3W2

W2

W2

W2

W2

W4

W2

W2

W2

W2

W2

S5

S6 W2 W2 W2 W2 W2 W2 W1

W5 W5 S7.1

S7.3 S11 S11 S11 S11 S11

S11

S11 S11 S11 S11 S11

W6

W7

W6

S8.1

S8.3

1A3.03

4' -

8"58

' - 8

"

DS DS

DS

DS

10' - 0" 8' - 8" 3' - 4" 5' - 0" 3' - 4"

3' -

4"

3' -

10"

5' -

0"

3

6' - 0"14' - 0"6' - 4"

C.2

3' - 6"

7A3.02

5' - 10"

8.7

I.1

H.1F.2 I.2

I.2E.9

M.8

M.8

MH

O

O

P

P

ø 3' - 0"

4

6' -

1"

11' -

10

7/8"

5.5

4.9

4.4

11' -

10

7/8"

11' -

10

7/8"

11' -

10

7/8"

5

6

7

7

EQEQ

6A3.02

2' - 4 3/8" 2' - 3 5/8" 8' - 1 1/8" 17' - 1 3/8" 23' - 6 5/8" 1' - 10 7/8" 15' - 5 5/8"6' - 3 5/8"

25' - 4" 26' - 4"

A9.013

9

9

8 8

6.1

SLOPE

SLOP

ESL

OPE

SLOPE

SLOP

ESL

OPE

SLOPE

52' -

6"

21' -

4"

2A3.06

A4.085

1A

1A

1A

1A

1A

1

1A 1A

1A1A

1A 1A1A

1A1A

1A

1A1A

1A

1A

1A

1A1A

1A

1

1

1

1.2

A4.05 7

A1.032

A1.0331D

2D

1A3.07

2A3.07

C.9

A5.013

4A3.07

4A3.08

3A3.07

A4.025

S10

S9.1

11' -

10

7/8"

1313

13

13

13

13

15

12' -

2"

11' -

11"

21' -

1"

5' - 6"

7' -

5"

12' -

3 7

/8"

10' -

8"

12"

7' -

6 1/

2"11

' - 0

7/8

"19

' - 6

"23

' - 6

"15

' - 9

1/8

"4'

- 0"

2' - 0"7' - 8"

2' - 0"

5' - 5 5/8" 16' - 10"

14' - 0" 5' - 8"

17' - 6" 4' - 9 5/8" 24' - 0 3/4"

17' - 4" 104' - 0"

26' - 4"

3' -

8 3/

8"61

' - 4

3/4

"19

' - 1

0 1/

2"10

' - 8

"

4' - 8" 23' - 1 1/2" 2' - 1" 10' - 2 1/4" 11' - 11 3/4"

1' - 4 1/2"

7' - 6 7/8" 9' - 1 1/2"

6' - 11 5/8"

6 3/8"

4' - 11 1/4"16' - 10" 19' - 4" 17' - 4" 18' - 0" 17' - 6" 4' - 9 5/8" 24' - 0 3/4" 26' - 4"

26' -

7"

15' -

10"

6

1A

55 8

' - 0

"

7.8

2' -

7"

4' -

9 1/

8"

20' -

5"

A9.016

5

13

13

3' - 0"

3' - 0"

SK-7.52

1A

1A101

1A

101

1A101

BUILDING SECTION

ELEVATIONS

INTERIOR ELEVATIONS

WALL TAGS - SEE A0.02


DOOR TAGS - SEE A6.01

SYMBOLS LEGEND

1 KEYNOTE

A1011 ENLARGED PLAN CALLOUT

A2.031 2

FLOOR DRAIN - SEE PLUMBING DRAWINGSFD

DOWNSPOUTDS

1A101

WALL SECTION

CJ / EJ CONTROL JOINT/ EXPANSION JOINT -SEE ELEVATIONS ON A2.01

1. INTERIOR WALL DIMENSIONS ARE TO CENTERLINE OF STUD UNLESS NOTED OTHERWISE.

2. AT CMU WALLS, DIMENSIONS ARE TO FACE OF CMU UNLESS NOTED OTHERWISE.

3. SEE PARTITION SCHEDULE FOR DESCRIPTIONS AND REQUIREMENTS OF INTERIOR WALL TYPES.

4. JAMB SIDE OF MASONRY OPENINGS SHALL BE SET 4" OFF ADJACENT WALLS UNLESS NOTED OTHERWISE.

5. JAMB SIDE OF GWB OPENINGS SHALL BE SET 2" OFF ADJACENT WALLS UNLESS NOTED OTHERWISE.

PLAN NOTES 1 WALL FINISHES IN THIS SPACE TO RUN FULL HEIGHT TO UNDERSIDE OF DECK




5 ROOF/ATTIC LADDER















PLAN KEY NOTES

N7

A3.02 O

9

EQ EQ

8' -

1"

ø 3' - 0"

+/- 5' - 3" 3' - 0"

4' -

11"

6' -

4"3'

- 7"

12

12

12 12

12

12

TRAININGVERANDA

231

STORAGEPLATFORM

230

C LC L

CL

RAPELLING ANCHOR POINTSWALL-MOUNTED SWIVEL HOIST RINGS (NOTED '12' ) TO BE CENTERED ON MANHOLE (IN RM 230 AND WINDOW (RM 231) AND MOUNTED AT 42" A.F.F. SEE STRUCTURAL DRAWINGS FOR WALL REINFORCEMENT

CONFINED SPACE TRAINING MANHOLE AND COVER

4A3.07

RAPELLING ANCHORS CENTERED ON MASONRY OPENINGS - TYPICAL

INTERLOCKING CONCRETE ROOF PAVERS ON PEDESTALS

I

1

2

4

2A3.05

H.1

H.1

1.2

W7

W6

4' -

8"1'

- 4"

8' -

3"1'

- 4"

DS

DS

5' - 11 3/4"

2' -

4 1/

4"

METAL BLINDS

CORNER TRIM TO WRAP STEEL TUBE. COLOR AND FINISH TO MATCH STOREFRONT


Client:

Location:

Project:

Drawn by:

Project No: Date:



Maryland:MD Fax:

(301) 261-8228(410) 224-4443




MICHAEL MATULA










ANNAPOLIS, MD 21401TEL: (410) 897-9290


CIVIL ENGINEER




A1.03

SECOND FLOOR PLAN

17032 2/21/19

BID/CONSTRUCTION

MM

1/8" = 1'-0"1SECOND FLOOR PLAN

TRUENORTH

PLANNORTH

3/16" = 1'-0"2TRAINING VERANDA

1/4" = 1'-0"3POLE 2 PLAN - SECOND FLOOR


FDFD

9' - 4"

9' - 0"

8' - 4"

9' - 0"9' - 0"

8' - 0"

8' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0" 8' - 0"

8' - 0"

8' - 0"

9' - 0" 9' - 0"

9' - 0"

9' - 0"

9' - 0"8' - 8"

MAIN LOBBY101

MUSEUM102

VEST.100

POLE 1P11

WOMEN122

OFFICE103

OFFICE104

CORRC11

WORK STATION105

OFFICE106

OFFICE107

CONF.115

FITNESS116

OFFICE108

OFFICE109

TOILET (VOL)112

TOILET(OFFICER)

113

CUST114

PANTRY120

EVENT KITCHEN119B

WATCH DESK118

POLE 2P21

COMM/ DATA111

OFFICE110

CORRC12

DAYROOM/ LOUNGE /DINING

117

APPARATUS BAYS123

UTILITY ROOM124

DIRTY SHOP125

SCBA126

8' - 0"

STORAGE130

CORRC15

LAUNDRY128

TOILET129


127

PPE GEAR131

NC

MEN121

STAIR 1S11

STAIR 2S21

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"8' - 0"

WASH BAY132

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

1' - 0"

8' - 4"

A1.042

A1.043

A1.045

A1.044

OPEN TO STRUCTURE ABOVE

SEE 1/ A1.05 FOR RCP

EQ EQ

EQEQ

CENTER LIGHT IN SOFFIT - TYP.

L2 L2

L2 L2 L2

L1L1

L2L1L1L1

L1

L1

L1

L1 L1

L1

L1

L2

L1

L1

L2

L1 L1

L1

L2

L2

L2

L2L2

L2

L9 L9

L9L9

L9 L9

L9 L9

L9 L9

L9 L9

L9 L9

L9L9

L17

L17

L12L12L12L12L12

L12

L12L12

L12L12L12L12L12

L12L12L12

L13L13

L13 L13TRAINING MANHOLE

EQ EQ

5' -

8"

L2

L2

L2

L2

L1

L1

L2

L2

9' - 0"

9' - 6"

ACT-1 ACT-1

GWB

ACT-1ACT-1

ACT-1ACT-1ACT-1

ACT-1

ACT-1

ACT-1 ACT-1

ACT-2

ACT-1

GWB

ACT-1

ACT-1

GWB

GWB

ACT-1

GWB

GWB

GWB

ACT-1

9' - 0"

9' - 0"

9' - 0"

ACT-1

GWB

GWB

8' - 4"

VOL KITCHEN119A

L1

L1

L1

L1

L1L1

L2

L1 L1

8' - 8"

GWB

L14L14L14

L14L14 L14

L14 L14

L14 L14

L6

L6L6

L6

L13 L13

L13

NC

L6

L10

L7 L7

9' - 0"

L15L15L15

L15 L15L15

L15

L15

L15

L15 L15L15 L15

L15L15

L6 L6 L6

2'X2' ACOUSTICAL CEILING TILE

2'X2' ACOUSTICAL CEILING TILE W/ 1/2 HOUR RATED GWB CORRIDOR CEILING ABOVE

SURFACE MOUNTED LED STRIP LIGHT FIXTURE

SUPPLY AIR DIFFUSER

RETURN AIR GRILLE

EXHAUST AIR DIFFUSER

LEGENDSYMBOL DESCRIPTION

GYPSUM BOARD CEILING

E ELECTRICAL POWER REEL

W WATER REEL

EXIT SIGN

CEILING HEIGHT8'-8"

NO CEILING -EXPOSED STRUCTURE -PTD.

NC

2x4 LED LIGHT FIXTURE


LED ROUND DOWNLIGHT -EXTERIOR

WALL MOUNTED LIGHT FIXTURE - INDUSTRIAL

CORD HUNG PENDANT LIGHT FIXTURE - INDUSTRIAL

SUSPENDED TRACK MOUNTED LIGHT FIXTURE- 12'

MANUFACTURERMARK REMARKS

L1

L2

L3

L4

L6

L7

L8

L9

L5

L10 UNDER COUNTER LIGHTLITHONIA ZL1N

L11 HANGING PENDANT LIGHT FIXTURE - INDUSTRIAL 14"

L12 6" RECESSED LED DOWN LIGHT FIXTURE


B/O PENDANT 9'-0" AFF UNLESS OTHERWISE NOTED

B/O PENDANT 7'-0" AFF U.N.O.

FCU CASSETTE UNIT

4" RECESSED LED DOWN LIGHT FIXTURE- ADJUSTABLE


MOVE IT 1.2 SYSTEMBLACK


SURFACE MOUNTED LED STRIP LIGHT FIXTUREL9A

EXTERIOR CONDITIONS GRADE

L14 WALL MOUNTED GOOSENECK WITH WIRE GUARD - INTERIORBARN LIGHT USAATOMIC INDUSTRIAL GUARD GOOSENECK

PROVIDE RED LENS FOR NIGHT LIGHTING @ RM 118

L15 WALL MOUNTED SCONCE -EXTERIORLUMINISECLIPSE EC-601-EC6W

BARN LIGHT USA - GUARD & GLASS BLE-C-CGG, COLOR: 105, CLEAR GLASS, BLACK CLOTH CORD

BARN LIGHT USA- RLM UPLIGHTING BLE SERIES, COLOR: 996, CLEAR GLASS, G15 GOOSENECK

BARN LIGHT USA- ROCHESTER PORCELAIN SI14, COLOR: 15O, CLEAR GLASS, BLACK CLOTH CORD

PHILIPS SILK SPACE RECESSED DIRECT/INDIRECT LIGHT FIXTURE


- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

L16 APPARATUS BAY FIXTURE -PENDANTLUMINISPRISMA 22" PR2228 L1W140

- -

LITHONIA 6" ROUND LDN6


LITHONIA OLCFM

L17- -WALL MOUNTED SCONCE -

EXTERIORKLM LIGHTINGARWX25

1. ALL CEILING GRIDS SHALL BE CENTERED IN APPROPRIATE SPACES UNLESS SHOWN OTHERWISE.

2. ALL FINISHING AND PAINTING REQUIREMENTS SHALL BE DIRECTED TO FINISH SCHEDULES & SPECIFICATIONS FOR INSTRUCTIONS.

3. SEE ELECTRIC PLAN FOR EXACT LENGTH, MODEL NUMBER AND CIRCUITING INFORMATION FOR EACH LIGHT FIXTURE.

4. CEILING HEIGHTS ARE AS SHOWN ON PLAN.

5. IN THE EVENT OF DISCREPANCIES BETWEEN QUANTITY, LOCATIONS AND/ OR TYPE OF LIGHT FIXTURES BETWEEN ARCHITECTURAL AND ENGINEERING DRAWINGS NOTIFY ARCHITECT FOR REVIEW, ARCHITECTURAL DRAWINGS GOVERN.

GENERAL CEILING NOTES

EQ EQ

4' -

4"

L12

9' - 0"

8' - 4" NC

8' - 8"

EQ EQ

3' -

5"

NC

L12

L8

L8

L8

L10

L8 L8 L8

EQ EQ

EQ EQ

L1 L1

EQEQ

5' - 6" 3' - 8"

3' -

4 1/

4"7'

- 0"

7' -

0"3'

- 4

1/4"

L12 L12

L12 L12

L12 L12

L12 L12

3' -

2 7/

8"3'

- 7

3/4"

3' - 0" 11' - 5 1/4" 3' - 0"

L12 8' - 8" L12

GWB

8' - 4"

9' - 0"

2A4.04

L8

L8

EQEQ

EQEQ

EQEQ

EQEQ

EQEQ

L7L7

6' - 0" 6' - 0"

10' - 6"

2' - 6"

7' - 5" ALIGN

ALIGN

A2.02

1B

1C

1D

1AA2.02 2A

2D

2C

2B

2A3.03

1' -

6"

1' - 6"

1' - 6"

L11

L11

L11

L11

L4

L3

L3

L3

6' -

0"

7' -

6"

1' - 6"

ALIG

N

L11

EQ EQ

L4

6' -

0"

13' - 6"

27' - 2 1/4"

L4

L4

ALIG

N

4' -

4"

EQEQ

EQ EQ

EQ EQ

EQEQ

L12

L12

L12

5' -

3"2'

- 7

1/4"

EQ.

5' -

3 1/

2"EQ

.

L12

L12

6' - 5"

EQ EQ

L1 L1 L1

L1

EQ EQ EQ EQ EQEQ.

EQ EQ

L5 L5 L5 L5 L5

10'-1" MIN CLEAR MUST BE MAINTAINED IN THIS AREA

1' -

0"

EXPOSED FLOOR DECKPTD. SW7069 IRON ORE

EXPOSED METAL DUCTWORKPTD. SW7069 IRON ORE - TYP.

EXPOSED STEEL STRUCTURAL COMPONENTS IN MUSEUMPTD. SW7069 IRON ORE - TYP.

B.O. L11 PENDANT FIXTURE @ 8'-6" A.F.F. TYPICAL IN MUSEUM

TRACK OF L4 FIXTURE IN THIS LOCATION @+/- 10'-8" A.F.F. FIELD VERIFY THAT ALL FIXTURE COMPONENTS WILL PROVIDE REQUIRED VERTICAL CLEARANCE

9' - 0"

9' - 0"

9' - 6"

9' - 0"

2' -

0"

9' - 0"

EQEQ


Client:

Location:

Project:

Drawn by:

Project No: Date:



Maryland:MD Fax:

(301) 261-8228(410) 224-4443




MICHAEL MATULA










ANNAPOLIS, MD 21401TEL: (410) 897-9290


CIVIL ENGINEER




A1.04

REFLECTED CEILINGPLAN - FIRST FLOOR

17032 2/21/19

BID/CONSTRUCTION

AW/MM

1/8" = 1'-0"1FIRST FLOOR - REFLECTED CEILING PLAN

1/4" = 1'-0"3FIRST FLOOR - RCP - POLE 1

1/4" = 1'-0"2FIRST FLOOR - RCP - POLE 2

1/4" = 1'-0"5ENLARGED REFLECTED CEILING PLAN - KITCHEN/ DAYROOM

1/4" = 1'-0"4ENLARGED REFLECTED CEILING PLAN - LOBBY & MUSEUM

1/4" = 1'-0"3ABULKHEAD GRAPHIC

VINYL GRAPHIC TO BE CENTERED ON BULKHEAD AT BOTH POLE LOCATIONS. ARTWORK TO BE PROVIDED BY ARCHITECT14"H '2' SHOWN AS REPRESENTATION ONLY


7 5/15/19 ADDENDUM 7

LOCATE VERTICALLY MIDWAY BETWEEN BOTTOM OF STEEL BEAM AND BOTTOM OF BULKHEAD. SEE 1/A3.05

MEETING 1201

MEETING 2202

STOR202A

(1) BUNK206

(3) BUNK207 LOCKER ROOM

221

(2) BUNK226

(2) BUNK225

LAUNDRY224

ELEC222

ADA TOILET216

TOILET217

TOILET218

TOILET219

TOILET220

(2) BUNK208

(2) BUNK209

STAIR 2S22

(2) BUNK210

9' - 0"

9' - 0"9' - 0"

8' - 0" 8' - 0"

9' - 0"9' - 0"9' - 0"

9' - 0"

8' - 8"

9' - 0"

9' - 0"

8' - 6"

8' - 0"

8' - 0"

MEN205

WOMEN204

(3) BUNK215

(2) BUNK214

(2) BUNK213

(2) BUNK212

8' - 10"

8' - 0"8' - 0" 8' - 0" 8' - 0" 8' - 0"

8' - 6"

8' - 8"

8' - 8"

8' - 8"

8' - 9"

8' - 6"POLE 1

P12

STAIR 1S12

CORRC25

APPARATUS BAYS123

CORRC22

CUST223

KITCHENETTE203

CORRC21

NC

8' - 4"

CORRC23

8' - 6"

9' - 0"

CORRC26 9' - 0"

NC

CORRC24

LOUNGE211

POLE 2P22

NC

ELEC227

MECH228

STORAGE PLATFORM230

TRAINING VERANDA231

WASH BAY132

COMPRESSOR RM229

NC

NC

NC

NC

8' - 4"

8' - 4"

8' - 4"

1' - 0"

1' -

0"

1' -

0"

HOIST BEAM

14' A.F.F. TO BOTTOM OF PENDANT(TYP.)

A1.052

A1.053

NC NC

L2

L2 L2

L2

L2

L2L1L1L1L2

L1L1

L1

L1

L2

L1

L2L2L2 L2

L1

L2L2 L1 L1 L1 L2

L1 L2

L2

L2

L1

L11L11L11L11

L11 L11 L11 L11

L11L11L11L11

L11L11L11L11

L11 L11 L11 L11L11 L11

L11L11

L11L11

L11L11

L11L11

L9 L9

L9L9

L9

L12

L12

L12 L12

L12

L12 L12

L12

L12 L12 L12

L12L12

L12 L12

L17

L17

L9

L9

L9A

L9A

L9A

L9A

L1

L2

L1

L2

L2

L2

L2

L13L13

L13L13

L1

L1

L1

L1

L1

L1

L2 L2

L9A

L9A

L9A

L9A

L9AL9A

L9A L9A

8' - 5"

8' - 5"

9' - 4"

ACT-1

GWB

ACT-1 ACT-1

ACT-1

GWB

GWB

ACT-1

ACT-1

ACT-1

ACT-1

ACT-1

ACT-1

ACT-1

ACT-1

ACT-1 ACT-1 ACT-1

ACT-1

ACT-1

ACT-1

ACT-1 ACT-1

ACT-1

ACT-1

ACT-1

GWB

L1

L1

L1

L1

L1

L1

L1

L1

L1

L1

7' -

0"7'

- 0"

7' -

0"EQ

EQ4' -

0"

7' - 0" 7' - 0" 7' - 0"

7' -

0"7'

- 0"

5' - 7"6' - 2"

EQ EQ

EQ EQ

5' -

8"7'

- 0"

7' -

0"7'

- 0"

7' - 0" 7' - 0"7' - 0"

3' -

5 3/

4"

EQEQ

1' - 6"

EQ EQ

L12

L12

L12

L12

L12 L12 L12 L12L12

L12

L12

L12

L12

L12

L12

L12L12L12L12

L12

L1

L1

L1

L1

L1

L1

L1

L1

L1

L1

L1

8' - 0"

8' - 6"

L16

L16

L16

L16

L16

L16

L16

L16

L16

L16

L16

L16

L16

L16

L16

L16

L16

L16

L16

L16

L16

L16

L16

L16

L17

L17

L14L14 L14 L14

L14

L14L14L14L14L14

8' - 0"

L17

L1

ATTIC HATCH AND LADDER

PROVIDE METAL SOFFIT PANELS AT ALL EAVES - TYP.




ROOF LADDER AND HATCH

EQEQ

EQ

14

14

14

14

14 14 14 14

14 14 14

14 14 14

14 14

14

14

EQEQ

14

14

14

14

14 14 14

14 14 14 14

2'X2' ACOUSTICAL CEILING TILE

2'X2' ACOUSTICAL CEILING TILE W/ 1/2 HOUR RATED GWB CORRIDOR CEILING ABOVE

SURFACE MOUNTED LED STRIP LIGHT FIXTURE

SUPPLY AIR DIFFUSER

RETURN AIR GRILLE

EXHAUST AIR DIFFUSER

LEGENDSYMBOL DESCRIPTION

GYPSUM BOARD CEILING

E ELECTRICAL POWER REEL

W WATER REEL

EXIT SIGN

CEILING HEIGHT8'-8"

NO CEILING -EXPOSED STRUCTURE -PTD.

NC



LED ROUND DOWNLIGHT -EXTERIOR

WALL MOUNTED LIGHT FIXTURE - INDUSTRIAL

CORD HUNG PENDANT LIGHT FIXTURE - INDUSTRIAL


MANUFACTURERMARK REMARKS

L1

L2

L3

L4

L6

L7

L8

L9

L5

L10 UNDER COUNTER LIGHTLITHONIA ZL1N

L11 HANGING PENDANT LIGHT FIXTURE - INDUSTRIAL 14"



B/O PENDANT 9'-0" AFF UNLESS OTHERWISE NOTED

B/O PENDANT 7'-0" AFF U.N.O.

FCU CASSETTE UNIT

4" RECESSED LED DOWN LIGHT FIXTURE- ADJUSTABLE




SURFACE MOUNTED LED STRIP LIGHT FIXTUREL9A

EXTERIOR CONDITIONS GRADE

L14 WALL MOUNTED GOOSENECK WITH WIRE GUARD - INTERIORBARN LIGHT USAATOMIC INDUSTRIAL GUARD GOOSENECK

PROVIDE RED LENS FOR NIGHT LIGHTING @ RM 118

L15 WALL MOUNTED SCONCE -EXTERIORLUMINISECLIPSE EC-601-EC6W

BARN LIGHT USA - GUARD & GLASS BLE-C-CGG, COLOR: 105, CLEAR GLASS, BLACK CLOTH CORD

BARN LIGHT USA- RLM UPLIGHTING BLE SERIES, COLOR: 996, CLEAR GLASS, G15 GOOSENECK

BARN LIGHT USA- ROCHESTER PORCELAIN SI14, COLOR: 15O, CLEAR GLASS, BLACK CLOTH CORD



- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

L16 APPARATUS BAY FIXTURE -PENDANTLUMINISPRISMA 22" PR2228 L1W140

- -



LITHONIA OLCFM

L17- -WALL MOUNTED SCONCE -

EXTERIORKLM LIGHTINGARWX25

1. ALL CEILING GRIDS SHALL BE CENTERED IN APPROPRIATE SPACES UNLESS SHOWN OTHERWISE.

2. ALL FINISHING AND PAINTING REQUIREMENTS SHALL BE DIRECTED TO FINISH SCHEDULES & SPECIFICATIONS FOR INSTRUCTIONS.

3. SEE ELECTRIC PLAN FOR EXACT LENGTH, MODEL NUMBER AND CIRCUITING INFORMATION FOR EACH LIGHT FIXTURE.

4. CEILING HEIGHTS ARE AS SHOWN ON PLAN.

5. IN THE EVENT OF DISCREPANCIES BETWEEN QUANTITY, LOCATIONS AND/ OR TYPE OF LIGHT FIXTURES BETWEEN ARCHITECTURAL AND ENGINEERING DRAWINGS NOTIFY ARCHITECT FOR REVIEW, ARCHITECTURAL DRAWINGS GOVERN.

GENERAL CEILING NOTES

EQ EQ

4' -

0"2'

- 4"

8' - 6"

8' - 4"

L12

2A3.05

L12

FIRE POLE AND HOLE (BELOW)

LIGHT FIXTURE AND CEILING GRID TO BE CENTERED ON FIRE POLE HOLE BELOW

8' - 10"

1 WALL FINISHES IN THIS SPACE TO RUN FULL HEIGHT TO UNDERSIDE OF DECK




5 ROOF/ATTIC LADDER















PLAN KEY NOTES


Client:

Location:

Project:

Drawn by:

Project No: Date:



Maryland:MD Fax:

(301) 261-8228(410) 224-4443




MICHAEL MATULA










ANNAPOLIS, MD 21401TEL: (410) 897-9290


CIVIL ENGINEER




A1.05

REFLECTED CEILINGPLAN - SECOND

FLOOR

17032 2/21/19

BID/CONSTRUCTION

MM

1/8" = 1'-0"1SECOND FLOOR - REFLECTED CEILING PLAN

1/4" = 1'-0"2SECOND FLOOR - RCP - POLE 1

1/4" = 1'-0"3SECOND FLOOR - RCP - POLE 2


FD

J

J

K

K

L

L

M

M

I

IC

C

F

F N

N

1 1

3

3A3.01

3A3.01

4A3.01

5A3.01

5A3.01

2A3.01

2A3.01

A2.011

A2.013

6A3.01

3A3.02

3A3.02

2A3.02

2A3.02

5A3.02

5A3.02

4A3.02

4A3.02

1A4.03

1A3.01

2A3.03

3A3.03

1A3.05

1A3.06

2A3.04

3A3.04

E HGA

A B

D

D

4

5

6

7

1010

1A3.02

1A3.02

7.6

2A3.05

1A3.04

1A3.03

SLOP

ESL

OPE

SLOP

ESL

OPE

SLOP

E

SLOP

ESL

OPE

SLOPE SLOPE

A1.064

SLOPE SLOPE

A5.011

SLOPE

A5.015

RD

ORD

ORD

RD

SLOP

E

TPO ROOF

C.2

3' - 10"

7A3.02

8.7

I.1

H.1F.2 I.2

I.2

E.9

M.8

M.8

O

O

P

P

A9.012

ALTERNATE

6A3.02

9

9

88

6.1

2A3.06

DS

6' - 8"6' - 7"

3' - 0"

7' - 11"6' - 7"

18' -

0"

17' - 0"

SLOP

E

SLOPE SLOPE

TPO ROOF

EQUIPMENT SCREEN W/ KICKERS SPACED 96" O.C. MAX

TOC26'-4"

VTR

A1.062

5' -

0"17

' - 0

"

SLOP

E

SLOP

E

SLOPE SLOPESS METAL ROOF

SS METAL ROOF

SS METAL ROOF

2' - 5"

SCUPPER DRAIN

SLOP

E SLOP

E

SCUPPER DRAIN SCUPPER DRAIN

DS DS

DS

DS

DSDSDSDS

3' - 7"

68' -

8"

6' -

3"

1A3.07

2A3.07

DS

A1.063

C.9

C.9

A5.013

9.2

4A3.07

1A3.08

RIDGE TRIM

RIDGE TRIM

RIDGE TRIMRIDGE TRIM

MAU-1

DOAS-1

RTU-1

HRU-1

2A3.08

DS

DS2A3.08

SEAM MOUNTED RAIL-TYPE SNOWGUARD





4A3.08

3A3.07

DS

7.8

A9.016

SLOPESLOPE

1SK-7.1

I1

A3.05H

8.7

I.1

8DS

6' -

10"


6' - 8"

SLOP

E

1A101

1A

1A101

BUILDING SECTIONS

ELEVATIONS


SYMBOLS LEGEND

1 KEYNOTE

A1011 ENLARGED PLAN CALLOUT

DOWNSPOUTDS

ROOF DRAINRD

VENT THRU ROOFVTR

OVERFLOW ROOF DRAINORD

1A101 WALL SECTIONS

O

9

3' - 0"

8' -

0"

6' -

11"

2' -

11"

2' -

11"

3' - 0"

42" H, PRIME PAINTED RAPPEL RAILING SYSTEM3 - 3" DIA. SCHEDULE 80 PIPES INSTALLED 14" O.C.

SWIVEL HOIST RING - TYP. OF 3YOKE MANUFACTURING 5,000 LB CAPACITY

4A3.07

INCREASE GAUGE OF COPING AT RAPELLING PARAPET

3' -

6"

EQ EQ

8' - 0"

1' -

2"1'

- 2"

1' -

1"

42" H, PRIME PAINTED RAPPEL RAILING SYSTEM3 - 3" DIA. SCHEDULE 80 PIPES INSTALLED 14" O.C.

SEE STRUCTURAL DRAWINGS FOR ANCHOR DETAILS

3A4.01

HG

10

SLOP

E

3' -

10"

11' - 8"

TPO ROOF

TPO MEMBRANE FLASHING

LINE OF TOWER SOFFIT ABOVE

FLASHING

MALTESE CROSS SIGNAGE - SEE DETAILS

3A3.07

AIR/MOISTURE BARRIER OVER CMU

ATTACH FIRE RETARDANT TREATED 2x BLOCKING TO CMU W/ 1/2" DIA. x 24" ANCHOR BOLTS @4'-0" O.C. COUNTERSINK THE HEADS INTO BLOCKING AND FULLY GROUT CELLS AT THE ANCHOR BOLTS

CAULK AT ELBOW JOINT BOTHSIDES OF PARAPET, TYP

WOOD BLOCKING & 1/2" PLYWOOD TO MAINTAIN COPING SHAPE

PREFINISHED METAL COPING W/ DRIPS ATTACHED TO CONT CLEATS

RIGID INSULATION

ROOFING MEMBRANE TO WRAP UP AND OVER PARAPET

WATER REPELLANT SEALER OVER WEATHER-EXPOSED CMU AND MORTAR JOINTS, TYP.

6" MIN

2" EXP JT

NOTE: LOCATE EVERY 50 FT MIN.ALIGN WITH VERTICAL ARCHITECTURALFEATURES WHERE POSSIBLE

EXPANSION JOINTCOVER

SILICONE SEALANTBEAD @ JOINT COVER

METAL CAP OR COUNTERFLASHINGBONDING ADHESIVE

CONT FLASHING

PRE-FABRICATED CURB AND INSULATION TO UNDERSIDE UNIT OPENING

ROOFING FLASHING PER MANUFACTURER RECOMMENDATIONS

ROOFING SYSTEM OVER RIGID INSUL. SEE SPECIFICATIONS

METAL ROOF DECK

ANGLE FRAME FOR CURB

ROOF JOIST. SEE STRUCTURAL VOID CLOSURE

SEE MECH DWGSFOR OPENING SIZE & LOC

SEE

MEC

H D

WG

S

WATER CUT-OFF MASTIC

STAINLESS STEEL CLAMP RING

PRE-FABRICATED PIPE SEAL

ROOFING ADHESIVE PER MANUFACTURER RECOMMENDATIONS

ROOFING SYSTEM OVER RIGID INSULATION. SEE SPECIFICATIONS.

METAL ROOF DECK

DECK CLOSURE

PIPE/FLUE/VENT. SEE MECH DWGS FOR LOCATIONS.

2' -

10"

1' - 10"

4"

2"

2"

APPROX. LINE OF METAL PANEL SOFFIT

4"

2"45°

71°

5" WIDTH

2' -

2"

4"

2"

2"

4"

4"

45°

5" WIDTH


Client:

Location:

Project:

Drawn by:

Project No: Date:



Maryland:MD Fax:

(301) 261-8228(410) 224-4443




MICHAEL MATULA










ANNAPOLIS, MD 21401TEL: (410) 897-9290


CIVIL ENGINEER




A1.06

ROOF PLAN

17032 2/21/19

BID/CONSTRUCTION

MM

1/8" = 1'-0"1ROOF PLAN

1/4" = 1'-0"4ROOF PLAN - POLE 1

TRUENORTH

PLANNORTH

1/4" = 1'-0"2TRAINING DECK

3/8" = 1'-0"2ARAPELLING RAIL ELEVATION

1/4" = 1'-0"3ROOF@STAIR 1

1 1/2" = 1'-0"5TYP. COPING DETAIL

1 1/2" = 1'-0"8TYP COPING DETAIL

1" = 1'-0"6DTL MEP CURB

1" = 1'-0"7DTL MEP VTR

3/4" = 1'-0"9AANGLED ROOF BRACKET DETAIL

3/4" = 1'-0"9ROOF BRACKET


7 5/15/19 ADDENDUM 7

I

IC

C

F

F

1 1

3

3A3.01

3A3.01

4A3.01

5A3.01

5A3.01

2A3.01

2A3.01

A2.013

6A3.01

6A3.01

1A4.03

1A3.01

2A3.03

3A3.03

1A3.05

1A3.06

3A3.04

E HGA

A B

D

D

4

5

6

7

10

7.6

2A3.05

1A3.03

C.2

8.7

I.1

H.1F.2

E.9

9 94'

- 0"

4' - 0"

8' -

8"4'

- 0"

10' -

10"

36' -

0"

10' -

2"

3/4" FRT PLYWOOD ACCESS PATH (SHOWN SHADED)-CENTER PATH ON HIGH POINT OF ROOF TRUSS

36 x 36 ATTIC ACCESS HATCH

2A3.06

1.2

1A3.07

1A3.08

8' - 0"

4' -

0"

3A3.07

SEE STRUCTURAL FOR TRUSS SPACING


Client:

Location:

Project:

Drawn by:

Project No: Date:



Maryland:MD Fax:

(301) 261-8228(410) 224-4443




MICHAEL MATULA










ANNAPOLIS, MD 21401TEL: (410) 897-9290


CIVIL ENGINEER




A1.07

ATTIC PLAN

17032 2/21/19

BID/CONSTRUCTION

MM

1/8" = 1'-0"1ATTIC PLAN


DW

ICE

UP

W

FD

FD

FD

FD

DW D

W

FD

FD

D

FD

FD

DIRTY SHOP125

UTILITY ROOM124

WOMEN

STORAGE130

MEN

VEST.100

STAIR 1

APPARATUS BAYS123

OFFICE110

CONF.115

OFFICE109

OFFICE107

OFFICE106

ELEV

COUNTERTOP


117

FITNESS116

MUSEUM102

EVENT KITCHEN119B

CUST114

VEND

OFFICE104

VEND

OFFICE108

TOILET129

COUNTERTOP

OFFICE103

SLOPE

SLOP

ESL

OPE

SLOP

E

SLOPE

SLOP

E

SLOPE SLOPE

SLOPE

SLOP

ESL

OPE

SLOP

E

SLOPE

SLOP

E

SLOPE SLOPE

SLOPE

SLOP

ESL

OPE

SLOP

E

SLOPE

SLOP

E

SLOPE SLOPE

SLOPE

SLOP

ESL

OPE

SLOP

E

SLOPE

SLOP

E

SLOPE SLOPE

SLOP

ESL

OPE

SLOPE SLOPE

WATCH DESK118

TOILET(OFFICER)

MAIN LOBBY101

CORRC11

CORRC12

CORRC13

STAIR 2

TOILET (VOL)

SCBA126

PANTRY120

WORK STATION

CORRC14

COMM/ DATA111

POLE 1P11

POLE 2P21

A2.02

3C

3B

3D

3A


127

WASH BAY132

CORRC15

VEND

PPE GEAR131

LAUNDRY128

DASHED LINE INDICATES FOOTPRINT OF BAY EXTENSION ALTERNATE

7 - 84 SERIES CARTSSTOR. CAPACITY:

294 CHAIRS84 TABLES (N.I.C.)

VALVE ROOM133

A4.055

A4.053

A4.041

A2.031 2

3

A2.035A

5D

5C

5B

A2.035

A4.054

A4.094

A4.05 7

AIR CASCADE UNITS - RELOCATED FROM EXISTING STATION. GC TO PROVIDE CONNECTIONS

A4.044

A4.044C

4B

4A

6' TB

HOSE RACK (N.I.C.)

FLAMMABLE STORAGE CABINET (N.I.C.)

OFFICE AND BUNK ROOM FURNITURE NOT IN CONTRACT, TYP.


Client:

Location:

Project:

Drawn by:

Project No: Date:



Maryland:MD Fax:

(301) 261-8228(410) 224-4443




MICHAEL MATULA










ANNAPOLIS, MD 21401TEL: (410) 897-9290


CIVIL ENGINEER




A1.08

FURNITURE ANDEQUIPMENT PLAN -

FIRST FLOOR

17032 2/21/19

BID/CONSTRUCTION

AW/DK

1/8" = 1'-0"1FIRST FLOOR FURNITURE & EQUIPMENT PLAN


UP

REF

.

FD

(3) BUNK207

ELEV

STAIR 1

20 LOCKERS

STAIR 2

(1) BUNK206

LOUNGE211

MEETING 1201

STOR202A

MEETING 2202

(2) BUNK212

(3) BUNK215

(2) BUNK214

(2) BUNK213

LAUNDRY224

(2) BUNK225

(2) BUNK210

(2) BUNK209

LOCKER ROOM221

(2) BUNK226

SEATING FOR 5418 - 6'x2' TABLES

(FURNITURE N.I.C.)

SEATING FOR 3010 - 6'x2' TABLES

(FURNITURE (N.I.C.)

WOMEN

MEN

ADA TOILET216

TOILET217

TOILET218

TOILET219

TOILET220

CORRC21

CORRC22

CORRC25

(2) BUNK208

POLE 1

POLE 2

ELEC222

TRAININGVERANDA

231

ELEC227

MECH228

STORAGEPLATFORM

230

KITCHENETTE203

CUST223

CORRC23

CORRC24

COMPRESSORRM229

HOIST BEAM AND ROLLER ASSEMBLY

36" DIA.MH

FD

ROOF LADDER

6 - 84 SERIES CARTSSTOR. CAPACITY:

252 CHAIRS72 TABLES

(N.I.C.)

A4.052

A4.056

A4.051

FOLDING PARTITION

FURNITURE IN BUNKROOMS (INCLUDING BUNKS, NIGHTSTANDS, AND TALL CABINETS) ARE NOT IN CONTRACT, TYP.


Client:

Location:

Project:

Drawn by:

Project No: Date:



Maryland:MD Fax:

(301) 261-8228(410) 224-4443




MICHAEL MATULA










ANNAPOLIS, MD 21401TEL: (410) 897-9290


CIVIL ENGINEER




A1.09

FURNITURE ANDEQUIPMENT PLAN -

SECOND FLOOR

17032 2/21/19

BID/CONSTRUCTION

AW/DK

1/8" = 1'-0"1SECOND FLOOR FURNITURE & EQUIPMENT PLAN


MUSEUM102

MAIN LOBBY101

VEST.100

POLE 1P11

WOMEN122

OFFICE103

OFFICE104

OFFICE106

OFFICE107

OFFICE108

OFFICE109

OFFICE110

COMM/ DATA111

CORRC13

CORRC12

CORRC11

CONF.115

FITNESS116


117

WATCH DESK118

POLE 2P21

EVENT KITCHEN119B

PANTRY120

MEN121

APPARATUSBAYS123

PPE GEAR131

STORAGE130

CORRC15

LAUNDRY128 TOILET

129


127WASH BAY

132

SCBA126

DIRTY SHOP125

UTILITY ROOM124

TOILET (VOL)112

TOILET(OFFICER)

113

CUST114

VALVE ROOM133

12' - 1"

T-1 T-1STC-1

T-3

T-3LVT-1

LVT-1

LVT-1

RB-1

CPT-2CPT-2

CPT-2

CPT-2

CPT-2

CPT-2

CPT-2

T-3

T-3 T-1 T-1

LVT-1

LVT-1

LVT-1

LVT-1

CPT-2 SLC-1

SLC-1

SLC-1

MARK

CARPET TILE

CPT-1

VINYL TILE

LVT-1

GENERAL FLOOR NOTES:

1) SEE A-1.10 FOR THRESHOLD AND TRANSITION DETAILS

2) FLOOR HATCHES/POCHES ARE FOR ILLUSTRATIVE PURPOSES ONLY. CONSULT WITH ARCHITECT FOR PATTERN & GRAIN DIRECTIONS

3) FOR ALL ENCLOSED ROOMS, THE WORKPOINT FOR THE CARPET SHALL BE LOCATED IN THE CORNER OF THE ROOM CLOSEST TO THE DOOR

12X24 PORCELAIN TILE

T-1

12 X24 PORCELAIN TILE

T-3

RUBBER SPORT TILE

RB-1

MOSAIC PORCELAIN TILE

T

OCCUPANCY - FIRST FLOOR · 19,839 gsf first floor 7,967 gsf second floor (residential) 2,123 gsf...

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Transcript of OCCUPANCY - FIRST FLOOR · 19,839 gsf first floor 7,967 gsf second floor (residential) 2,123 gsf...