semmes public safety complex

19
VICINITY MAP SITE CLIENT DATE: Mark B. Hammond, Architect 1207 Captain O'Neal Drive Daphne, Alabama 36526 251.209.3649 - [email protected] MECHANICAL ENGINEER ELECTRICAL ENGINEER STRUCTURAL ENGINEER Semmes Public Safety Complex 6180 Lott Road Semmes, AL 36613 PROJECT NO: 21-036 Bid Set 10-07-2021 City of Semmes Alabama Public Works 3940 Illinois Street Semmes, AL 36575 251.649.5752 Element3 Engineering 3938 Government Blvd Suite 104 Mobile, AL 36693 251.287.1296 Element3 Engineering 3938 Government Blvd Suite 104 Mobile, AL 36693 251.287.1296 Element3 Engineering 3938 Government Blvd Suite 104 Mobile, AL 36693 251.287.1296 INDEX OF DRAWINGS A001 COVER SHEET A002 BUILDING CODE SUMMARY, AERIAL SITE PLAN, ARCHTIECTURAL SITE PLAN ARCHITECTURAL DRAWINGS A003 DEMOLITION PLAN, OVERALL PLAN A101 NEW BUILDING LAYOUT A102 NEW BUILDING LAYOUT AND PLAN DETAILS A103.1 PLAN DETAILS A103.2 PLAN DETAILS A104 FINISH PLAN A105 CEILING PLAN A106 APARATUS BAY CONCRETE SLAB LAYOUT A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A301 SCHEDULES A401 INTERIOR ELEVATIONS A402 INTERIOR ELEVATIONS A403 INTERIOR ELEVATIONS A404 DETAILS A501 WALL SECTIONS AND DETAILS A502 WALL SECTIONS AND DETAILS STRUCTURAL DRAWINGS S1.0 STRUCTURAL PLAN S2.0 FRAMING DETAILS S2.1 FRAMING DETAILS MECHANICAL DRAWINGS M1.0 MECHANICAL PLAN M2.0 MECHANICAL DETAILS PLUMBING DRAWINGS P1.0 PLUMBING PLAN P2.0 PLUMBING RISER P3.0 PLUMBING DETAILS ELECTRICAL DRAWINGS E1.0 LIGHTING PLAN E2.0 POWER PLAN E3.0 ELECTRICAL DETAILS & SCHEDULES E3.1 ELECTRICAL DETAILS & SCHEDULES

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VICINITY MAP

SITE

CLIENT

DATE:

Mark B. Hammond, Architect

1207 Captain O'Neal DriveDaphne, Alabama 36526251.209.3649 - [email protected]

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

STRUCTURAL ENGINEER

Semmes Public Safety Complex6180 Lott Road

Semmes, AL 36613

PROJECT NO: 21-036Bid Set

10-07-2021

City of Semmes AlabamaPublic Works3940 Illinois StreetSemmes, AL 36575251.649.5752

Element3 Engineering3938 Government BlvdSuite 104Mobile, AL 36693251.287.1296

Element3 Engineering3938 Government BlvdSuite 104Mobile, AL 36693251.287.1296

Element3 Engineering3938 Government BlvdSuite 104Mobile, AL 36693251.287.1296

INDEX OF DRAWINGSA001 COVER SHEETA002 BUILDING CODE SUMMARY, AERIAL SITE PLAN, ARCHTIECTURAL SITE

PLAN

ARCHITECTURAL DRAWINGSA003 DEMOLITION PLAN, OVERALL PLANA101 NEW BUILDING LAYOUTA102 NEW BUILDING LAYOUT AND PLAN DETAILSA103.1 PLAN DETAILSA103.2 PLAN DETAILSA104 FINISH PLANA105 CEILING PLANA106 APARATUS BAY CONCRETE SLAB LAYOUTA201 EXTERIOR ELEVATIONSA202 EXTERIOR ELEVATIONSA301 SCHEDULESA401 INTERIOR ELEVATIONSA402 INTERIOR ELEVATIONSA403 INTERIOR ELEVATIONSA404 DETAILSA501 WALL SECTIONS AND DETAILSA502 WALL SECTIONS AND DETAILS

STRUCTURAL DRAWINGSS1.0 STRUCTURAL PLANS2.0 FRAMING DETAILSS2.1 FRAMING DETAILS

MECHANICAL DRAWINGSM1.0 MECHANICAL PLANM2.0 MECHANICAL DETAILS

PLUMBING DRAWINGSP1.0 PLUMBING PLANP2.0 PLUMBING RISERP3.0 PLUMBING DETAILS

ELECTRICAL DRAWINGSE1.0 LIGHTING PLANE2.0 POWER PLANE3.0 ELECTRICAL DETAILS & SCHEDULESE3.1 ELECTRICAL DETAILS & SCHEDULES

3'-0

"

62'-4"5'-0"

DryerWasher

REF.

REF.

DW

9'-0

"9'

-0"

7'-3

"

19'-0"

9'-0"TYP.

19'-0

"TY

P.

4

8

2

11

24 SPACES REQUIRED25 PARKING SPACES PROVIDED

EXISTING BUILDING STRUCTURE

EXISTING ASPHALT PAVING.PROVIDE NEW SEALCOAT AND RESTRIPING OF PAVEMENT

EXISTING SIDE DRIVE TO REMAIN

S1

S2S3

S4

S5

S6

S7

S8S4 S4

S9

REVISIONS

DATE:

Mark B. Hammond, Architect

1207 Captain O'Neal DriveDaphne, Alabama 36526251.209.3649 - [email protected]

DESIGNER SEAL

A002

Semmes Public SafetyComplex6180 Lott RoadSemmes, AL 36613

PROJECT NO: 21-036

Bid Set10-07-2021

BUILDING CODESUMMARY, AERIAL SITEPLAN, ARCHTIECTURALSITE PLAN

BUILDING CODE SUMMARYAPPLICABLE CODES

2018 INTERNATIONAL BUILDING CODE2018 INTERNATIONAL MECHANICAL CODE2018 INTERNATIONAL PLUMBING CODE2018 INTERNATIONAL FIRE CODE2020 NATIONAL ELECTRICAL CODE2018 INTERNATIONAL EXISTING BUILDING CODE

BUILDING DATAOCCUPANCY CLASSIFICATION MIXED USE:

BUSINESS GROUP BSTORAGE GROUP S-2RESIDENTIAL GROUP R-3

CONSTRUCTION TYPE TYPE IIIBALLOWABLE BUILDING AREA 76,000 SQ. FT. (BUSINESS) ACTUAL AREA 8,000 SQ. FT.ALLOWABLE BUILDING HEIGHT 75' ACTUAL HEIGHT 22'MIXED CONSTRUCTION YESFIRE SPRINKLERS YESEXISTING BUILDING YES

FIRE RESISTANCE RATING OF BLDG. ELEMENTSPRIMARY STRUCTURAL FRAME 0 HOURSBEARING WALLS - EXT. N/ABEARING WALLS - INT. 0NON-BEARING WALLS - EXT. 0NON-BEARING WALLS - INT. 0FLOOR CONSTRUCTION 0ROOF CONSTRUCTION 0

FIRE RESISTANCE RATING OF EXTERIOR WALLSNORTH WALL X<30' AWAY = 0 RATING 0WEST WALL X<30' AWAY = 0 RATING 0EAST WALL X<30' AWAY = 0 RATING 0SOUTH WALL X<30' AWAY = 0 RATING 0

LIFE SAFETY SYSTEMSEMERGENCY LIGHTING YESFIRE ALARM YESSMOKE DETECTION SYSTEMS YESFIRE SPRINKLER SYSTEM YES

MEANS OF EGRESSNUMBER OF EXITS REQUIRED 2NUMBER OF EXITS PROVIDED 6MEANS OF EGRESS WIDTH REQUIRED 0.2 * 41 = 8.2" OR 32" MIN.MEANS OF EGRESS WIDTH PROVIDED 136"MEETS DIAGONAL RULE YESTRAVEL DISTANCE ALLOWED 200'MAXIMUM ACTUAL TRAVEL DISTANCE 68'

OCCUPANT LOADBUSINESS 2059 SQ. FT. / 150 18.5STORAGE 1413 SQ. FT. / 300 10.2RESIDENTIAL 120 SQ. FT. / 100 28.1

TOTAL OCCUPANTS 56.8

PLUMBING REQUIREMENTSWATERCLOSETS

BUSINESS - 1 PER 25 FOR THEFIRST 50

1 REQUIRED

STORAGE - 1 PER 100 1 REQUIREDRESIDENTIAL - 1 PER 10 3 REQUIRED

6 TOTAL PROVIDEDLAVATORIES

BUSINESS - 1 PER 40 1 REQUIREDSTORAGE - 1 PER 100 1 REQUIREDRESIDENTIAL - 1 PER 10 3 REQUIRED

6 TOTAL PROVIDEDBATH TUB \ SHOWER RESIDENTIAL - 1 PER 8 3 REQUIRED

3 PROVIDEDUTILITY SINKS 1 REQUIRED 1 PROVIDEDDRINKING FOUNTAIN 1 ADA UNIT REQUIRED 1 ADA UNIT PROVIDED

NO. DATE DESCRIPTION

1/4" = 1'-0"AERIAL SITE PLAN1

1" = 20'-0"ARCHITECTURAL SITE PLAN2

SITE NOTESNO. DESCRIPTION

S1 ASPHALT TO HAVE NEW SEALCOAT AND NEW PARKING STRIPINGS2 NEW 4" CONCRETE PAD FOR GRILLING AREAS3 NEW 6'-0" HIGH PT WOOD FENCE. SHADOW BOX STYLE.S4 NEW 4" CONCRETE PADS5 NEW 4" CONCRETE SIDEWALK. CONCRETE WALK TO BE FLUSH WITH

ASPHALT PAVING.S6 NEW PARKING AREA STRIPING. COLOR WHITE.S7 PARKING LAYOUT BASED ON ASSUMED DIMENSIONS. SURVEY OF

EXISTING PAVING TO BE PROVIDED TO ARCHITECT FOR FINALPARKING LAYOUT DESIGN.

S8 EXISTING SURFACE TO REMAIN.S9 NEW 4" CONCRETE SIDEWALK

Dry

erW

ashe

r

REF.REF.

DW

3

3

1

1

5

5

4

4

2

2

A

A

B B

C C

D D

E

E

SALES1

STORAGE2

OFFICE3

OFFICE4

RESTROOM5

RESTROOM6

VESTIBULE7

100'

-0"

1'-0" 19'-0" 20'-0" 20'-0" 19'-0" 1'-0"

25'-0

"25

'-0"

25'-0

"

D1

D2D3

D4

D4 D5

D6 D6

D7

80'-0"

D7

D8 D8D9 D9D9

D10

D10

D10

D2D3 D10

D2D3 D10

D2D3 D10

D11

D14

D14

3

3

1

1

5

5

4

4

2

2

A

A

B B

C

C

D D

E

E

Sim1

A101

Sim1

A102

REVISIONS

DATE:

Mark B. Hammond, Architect

1207 Captain O'Neal DriveDaphne, Alabama 36526251.209.3649 - [email protected]

DESIGNER SEAL

A003

Semmes Public SafetyComplex6180 Lott RoadSemmes, AL 36613

PROJECT NO: 21-036

Bid Set10-07-2021

DEMOLITION PLAN,OVERALL PLAN

1/8" = 1'-0"A106

EXISTING BUILDING PLAN1

DEMOLITION KEY NOTESNO. DESCRIPTION

D1 EXISTING INTERIOR PARTITION TO BE REMOVEDD2 ALL EXISTING CEILINGS AND LIGHT FIXTURES TO BE REMOVEDD3 ALL EXISTING PLUMBING FIXTURES TO BE REMOVEDD4 EXISTING EXTERIOR DOOR TO BE REMOVED. OPENING TO BE FILLED IN

WITH METAL STUD FRAMING, EXTERIOR SHEATHING, MOISTURE BARRIER,AND METAL WALL PANEL.

D5 ALL INTERIOR DOORS TO BE REMOVED.D6 EXISTING STOREFRONT WINDOW AND ENTRY SYSTEMS TO BE

COMPLETELY REMOVEDD7 EXISTING EXTERIOR LIGHT FIXTURES TO BE REMOVEDD8 REMOVE EXISTING BRICK VENEER AND METAL WALL PANES FROM FRONT

ELEVATIOND9 REMOVE EXISTING PEMB GIRTS FROM FRONT ELEVATION OF STRUCTURE.

D10 ALL EXISTING FLOORING TO BE REMOVEDD11 EXISTING ENTRY CANOPY TO BE COMPLETLY REMOVED.D12 REMOVE EXISTING CONCRETE SIDEWALK. PROVIDE NEW 5'-0" WIDE

SIDEWALK.D13 EXISING PEMP GUTTER TO BE REMOVED FOR NEW FACADE WORKD14 EXISTING METAL WALL PANELS TO BE REMOVED WHERE NEW OPENINGS

ARE TO BE INSTALLED.D15 EXISTING DOWNSPOUTS TO BE REMOVED AND REPLACED.D16 EXISTING PEMB METAL WALL PANELS TO BE REPLACE WITH SAME STYLE

PANEL WHERE NEW OPENINGS ARE TO BE INSTALLED. EXISTING METALWALL PANELS TO BE CLEANED AND PREPARED FOR NEW PAINT. NEWMETAL WALL PANELS TO BE PRIMED AND PAINTED TO MATCH.

D17 EXISTING CONCRETE DRIVE TO REMAIN. POWER WASH CLEAN.D18 EXISTING EXTERIOR DOOR AND LIGHT FIXTURE TO BE REMOVEDD19 EXISTING ASPHALT PAVING TO BE RESEALED AND STRIPED

1/8" = 1'-0"A106

OVERALL BUILDING LAYOUT2

D11

D8

D12

D6

D11

D13

D8

NO. DATE DESCRIPTION

D15

D16

D17

D13

D11

D12

D18

D19

REF.REF.

DW

3

3

1

1

5

5

4

4

2

2

A A

B B

C

C

D D

80 SF

POLICEDEPARTMENT

VISITORENTRY

P01

2589 SF

APPARATUSROOM

F19

62 SF

FIREDEPARTMENT

VISITORENTRY

F01146 SF

RADIOROOM

F02

144 SF

SINGLEPERSONDORM

F07

144 SF

SINGLEPERSONDORM

F05

75'-0

5/8

"

MAINTENANCEF22

DAY ROOM -KITCHEN

F12

144 SF

SINGLEPERSONDORM

F23

9'-2

3/4

"6"

5'-9

1/4

"3

5/8"

27'-1

1 1/

8"3

5/8"

10'-1

1/4

"3

5/8"

10'-1

1/4

"3

5/8"

10'-1

1/4

"3

5/8"

CORRIDORF03

HOLDINGCELLSP09

20'-0" 20'-0" 20'-0" 20'-0"

25'-0

"25

'-0"

25'-0

"

GEAR ROOMF20

DECONLAUNDRY

F21

80'-0"

145 SF

BULLPENP02

97 SF

OFFICEP04

CORRIDORP07

INTERROGATIONP03

RESTROOMF04

7'-9 7/8"

7'-9 7/8"

10'-9

3/4

"

13'-0"

RESTROOMP08

SUPPLIESP05

A2011

2

A401

1

A40

1

109

103

104

122

138

120

102

139

118 119

134

107

121

110

135

136

137

117

111

113

141

142

140

115

101 108

W1

W1

W1

W1

W1

W1

W2

W1

6"13

'-1 1

/4"

3 5/

8"5'

-1 1

/4"

3 5/

8"8'

-5 1

/4"

8"8'

-2 5

/8"

3 5/

8"5'

-6"

3 5/

8"5'

-6"

3 5/

8"8'

-1 1

/4"

3 5/

8"8'

-1 1

/4"

3 5/

8"10

'-0 3

/4"

6'-7 7/8" 3 5/8" 6'-6 1/2" 3 5/8" 7'-5 3/4" 6"

10'-5 5/8" 3 5/8" 10'-6 1/4" 6"

13'-1

1/4

"

21'-3 3/8" 6" 35'-1 1/4" 6" 6'-1 1/4" 3 5/8" 14'-10 1/2" 8"

14'-10 5/8" 5'-4" 14'-10 5/8"

14'-4

3/8

"3

5/8"

10'-6

3/8

"3

5/8"

6'-2

1/4

"6"

6'-2

1/4

"3

5/8"

8'-2

5/8

"8"

8'-5

1/4

"3

5/8"

9 1/2" 9'-3 3/8" 3 5/8" 11'-8 3/8" 6"

14'-9 3/8" 2'-9 3/8"

3'-1

3/4

"3'

-4"

W1.2

8

A40

1

9

A40

1

10 A40

1

11A40

1

W1

W2.1

W1

W1

W1

W1

W1

W4

W1

W1

W1

W2

2'-0

"

3'-0"

144

143

146

--

A2012

A2013

--

A2021

A2022

AA

W5 W5W62

A102

3A102

2A103.2

1A103.2

1A501

2A501

1A502

1A103.1

Sim2

A103.2

2A502

1A502

Sim3A502

W1.2

W1.2

W2.1

W2.1

W2.1

W7W7

W1

W1

W1

W1.2

1

A40

22

A402

4

A40

2

3

A402

8" 6'-7 7/8" 3 5/8" 4'-7 1/4" 3 5/8" 9'-5" 6"

W3

CORRIDORF13

3A103.1

W1.2W1.2

C

D

14

A401

1

A403

2

A403

3

A40

3

4

A40

3

5

A40

3

6

A403

7

A40

3

W1

W2

W1.2

W5

PARTITION LEGEND

3 5/8" 20 GA. METAL STUDS @ 16" O.C. (U.N.O.) WITH 1-LAYER OF 5/8" TYPE "X" GYPSUM BOARD EACH SIDE. EXTEND WALL 6" ABOVE FINISHED CEILING UNLESS OTHERWISE NOTED AND INSTALL 3-1/2" ACOUSTICAL BATTS FULL HEIGHT IN WALL. BRACE AT CORNERS AND 4' O.C. MAX TO STRUCTURE ABOVE. DIMS SHOWN ON PLAN ARE TO FACE OF METAL FRAMING

6" 20 GA. METAL STUDS @ 16" O.C. (U.N.O.) WITH 1-LAYER OF 5/8" TYPE "X" GYPSUM BOARD EACH SIDE. EXTEND WALL 6" ABOVE FINISHED CEILING UNLESS OTHERWISE NOTED AND INSTALL 3-1/2" ACOUSTICAL BATTS FULL HEIGHT IN WALL. BRACE AT CORNERS AND 4' O.C. MAX TO STRUCTURE ABOVE. DIMS SHOWN ON PLAN ARE TO FACE OF METAL FRAMING

3 5/8" 20 GA. METAL STUDS @ 16" O.C. (U.N.O.) WITH 1-LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON INTERIOR SIDE. PROVIDE 1" SPACING AGAINST EXISTING EXTERIOR PEMB GIRTS.

EXTEND WALL 6" ABOVE FINISHED CEILING UNLESS OTHERWISE NOTED. BRACE AT CORNERS. BRACE TO EXISTING PEMB GIRTS.

W2.16" 20 GA. METAL STUDS @ 16" O.C. (U.N.O.) WITH 1-LAYER OF 5/8" TYPE "X" GYPSUM BOARD EACH SIDE. EXTEND WALL FRAMING TO UNDERSIDE OF EXISTING STRUCTURE ROOFING. EXTEND GYP. BD. TO UNDERSIDE OF EXISTING ROOF STRUCTURE ON APARATUS SIDE OF WALL. EXTEND GYP. BD. 6" ABOVE FINISHED CEILING ON NON-APARTUS SIDE OF WALL. INSTALL 3-1/2" ACOUSTICAL BATTS FULL HEIGHT IN WALL.

REPRESENTS EXISTING PORTION OF EXTERIOR WALL THAT CONTAINS PEMB CROSS BRACING

BRICK VENEER OVER AIR GAP OVER VAPOR BARRIER OVER EXTERIOR SHEATHING OVER NEW 8" METAL STUDS @ 16" O.C. WITH 1-LAYER 5/8" TYPE 'X' GYPSUM BOARD ON INTERIOR SIDE. EXTEND GYP. BD. 6" ABOVE FINISHED CEILING.

8" METAL STUDS TO EXTEND FULL HEIGHT FOR NEW PARAPET FRAMING.

W6BRICK VENEER OVER AIR GAP OVER VAPOR BARRIER OVER EXTERIOR SHEATHING OVER NEW 8" METAL STUDS @ 16" O.C. WITH 1-LAYER 5/8" TYPE 'X' GYPSUM BOARD ON INTERIOR SIDE. EXTEND GYP. BD. 6" ABOVE FINISHED CEILING.

8" METAL STUDS TO EXTEND FULL HEIGHT FOR NEW PARAPET FRAMING.

W7BRICK VENEER OVER AIR GAP OVER VAPOR BARRIER OVER EXTERIOR SHEATHING OVER 3 5/8" METAL STUDS @ 16" O.C. FRAMED FOR BUMP OUT.

THIS BUMP OUT WILL BE INSTALLED AGAINST NEW 8" METAL STUD WALL WITH EXTERIOR SHEATHING AND VAPOR BARRIER

METAL FRAMED BUMP OUT TO EXTEND FULL HEIGHT FOR NEW PARAPET FRAMING.

W48" CONCRETE BLOCK WALL IN STACK BOND PATTERN. EXTEND TO 10'-8" AFF.

PAINT ON BOTH SIDES

W38" 20 GA. METAL STUDS @ 16" O.C. (U.N.O.) WITH 1-LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON INTERIOR SIDE AND EXTERIOR SHEATHING ON EXTERIOR SIDE. EXTEND GYP. BD. TO 6" ABOVE FINISHED CEILING HEIGHT. EXTEND GYP. BD. TO UNDERSIDE OF METAL ROOFING IN APARATUS ROOM.

REVISIONS

DATE:

Mark B. Hammond, Architect

1207 Captain O'Neal DriveDaphne, Alabama 36526251.209.3649 - [email protected]

DESIGNER SEAL

A101

Semmes Public SafetyComplex6180 Lott RoadSemmes, AL 36613

PROJECT NO: 21-036

Bid Set10-07-2021

NEW BUILDING LAYOUT

1/4" = 1'-0"A003

PARTIAL RENOVATED BUILDING PLAN1

NO. DATE DESCRIPTION

Dry

erW

ashe

r

3

3

1

1

5

5

4

4

2

2

D D

E

E

654 SF

CORRIDORF13

369 SF

EXERCISEF18

124 SF

LAUNDRYF17

6'-6

1/8

"

144 SF

SINGLEPERSONDORM

F23

3 5/

8"6'

-1 1

/4"

3 5/

8"18

'-4 1

/8"

OFFICERBATHROOM

F08

25'-0

"

RESTROOM -SHOWER

F16

RESTROOM -SHOWER

F15

RESTROOMCORRIDOR

F06

MEDICALSUPPLY

F14

WORKROOM

F09

HVACF11

RISER001

JANITOR /SUPPLIES

F244'-11 7/8"

104

122

123

106

133

132129 128127125

105

130 131

126

124

W1

W1

W1

W1

W1

W2

W1

W2

W1

W1

W1

W1

W1

21'-11 1/4" 3 5/8" 4'-11 1/4" 3 5/8" 7'-7 1/2" 3 5/8" 4'-10 5/8" 4 1/4" 5'-5 5/8" 3 5/8" 5'-1 1/8" 3 5/8" 5'-3 1/4" 3 5/8" 21'-3 3/8"

W1

8"17

'-8 1

/8"

3 5/

8"6'

-1 1

/4"

6"

21'-3 3/8" 6" 35'-1 1/4" 6" 6'-1 1/4" 3 5/8" 14'-10 1/2" 8"

14'-10 5/8" 5'-4" 14'-10 5/8"

8" 21'-11 1/4" 3 5/8" 9'-6" 6" 8'-1 1/4" 6" 7'-10 3/8" 6" 8'-2" 2'-6 3/8" 7'-1 5/8" 3 5/8" 11'-3 7/8" 8"

6'-8

7/8

"

4'-1

1 5/

8"6"

5'-9

1/4

"5'

-4 7

/8"

1'-4

"

W1.1

4'-1

1 5/

8"13

'-0 1

/8"

W2

W1

W2

4'-8

1/2

"

3'-8

7/8

"

3

A401

4

A40

1

5

A40

1

W1.2

EX

W1.2

W1.2

6

A401

7

A40

1

W24'

-11

5/8"

6"5'

-9 1

/4"

146

A2023

2A103.1

12

A401

13 A40

1

W2.1

OFFICERDORM

F10

W2

3

A

BRICK VENEER OVER AIR SPACE OVER MOISTURE BARRIER OVER 5/8" DENSGLASS SHEATHING OVER 3-5/8" METAL STUDS @ 16" O.C.

MOISTURE BARRIER OVER EXTERIOR SHEATHING OVER 8" METAL STUDS @ 16" O.C.

BACKER ROD AND SEALANT

4'-5 1/8"

ADJUSTABLE BRICK TIES @ 16" O.C.

EXISTING PEMB FRAME

NEW 8" METAL FRAMED WALL TO REPLACE EXISTING PEMB GIRTS

5/8" GYP. BD. OVER 1-5/8" METAL FRAMING OVER EXISTING PEMB FRAME

BATT INSULATION

5'-4"

ALUMINUM BRAKE METAL OVER 2X6 STUD FOR ATTACHMENT OF OVERHEAD DOOR

SEALANT

ANODIZED ALUMINUM BRAKE METAL OVER 8" JAMB FRAMINGCOLOR-BLACK

5/8" GYP. BD. OVER 8" METAL STUDS @ 16" O.C.

ADDITIONAL FRAMING AS REQUIRED FOR ATTACHMENT OF GYP. BD.

APPARATUSROOM

F19

1'-7

"

5 1/

2"

5 1/2"5 1/2"

1'-1

1/2

"

W1

W2

W1.2

W5

PARTITION LEGEND

3 5/8" 20 GA. METAL STUDS @ 16" O.C. (U.N.O.) WITH 1-LAYER OF 5/8" TYPE "X" GYPSUM BOARD EACH SIDE. EXTEND WALL 6" ABOVE FINISHED CEILING UNLESS OTHERWISE NOTED AND INSTALL 3-1/2" ACOUSTICAL BATTS FULL HEIGHT IN WALL. BRACE AT CORNERS AND 4' O.C. MAX TO STRUCTURE ABOVE. DIMS SHOWN ON PLAN ARE TO FACE OF METAL FRAMING

6" 20 GA. METAL STUDS @ 16" O.C. (U.N.O.) WITH 1-LAYER OF 5/8" TYPE "X" GYPSUM BOARD EACH SIDE. EXTEND WALL 6" ABOVE FINISHED CEILING UNLESS OTHERWISE NOTED AND INSTALL 3-1/2" ACOUSTICAL BATTS FULL HEIGHT IN WALL. BRACE AT CORNERS AND 4' O.C. MAX TO STRUCTURE ABOVE. DIMS SHOWN ON PLAN ARE TO FACE OF METAL FRAMING

3 5/8" 20 GA. METAL STUDS @ 16" O.C. (U.N.O.) WITH 1-LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON INTERIOR SIDE. PROVIDE 1" SPACING AGAINST EXISTING EXTERIOR PEMB GIRTS.

EXTEND WALL 6" ABOVE FINISHED CEILING UNLESS OTHERWISE NOTED. BRACE AT CORNERS. BRACE TO EXISTING PEMB GIRTS.

W2.16" 20 GA. METAL STUDS @ 16" O.C. (U.N.O.) WITH 1-LAYER OF 5/8" TYPE "X" GYPSUM BOARD EACH SIDE. EXTEND WALL FRAMING TO UNDERSIDE OF EXISTING STRUCTURE ROOFING. EXTEND GYP. BD. TO UNDERSIDE OF EXISTING ROOF STRUCTURE ON APARATUS SIDE OF WALL. EXTEND GYP. BD. 6" ABOVE FINISHED CEILING ON NON-APARTUS SIDE OF WALL. INSTALL 3-1/2" ACOUSTICAL BATTS FULL HEIGHT IN WALL.

REPRESENTS EXISTING PORTION OF EXTERIOR WALL THAT CONTAINS PEMB CROSS BRACING

BRICK VENEER OVER AIR GAP OVER VAPOR BARRIER OVER EXTERIOR SHEATHING OVER NEW 8" METAL STUDS @ 16" O.C. WITH 1-LAYER 5/8" TYPE 'X' GYPSUM BOARD ON INTERIOR SIDE. EXTEND GYP. BD. 6" ABOVE FINISHED CEILING.

8" METAL STUDS TO EXTEND FULL HEIGHT FOR NEW PARAPET FRAMING.

W6BRICK VENEER OVER AIR GAP OVER VAPOR BARRIER OVER EXTERIOR SHEATHING OVER NEW 8" METAL STUDS @ 16" O.C. WITH 1-LAYER 5/8" TYPE 'X' GYPSUM BOARD ON INTERIOR SIDE. EXTEND GYP. BD. 6" ABOVE FINISHED CEILING.

8" METAL STUDS TO EXTEND FULL HEIGHT FOR NEW PARAPET FRAMING.

W7BRICK VENEER OVER AIR GAP OVER VAPOR BARRIER OVER EXTERIOR SHEATHING OVER 3 5/8" METAL STUDS @ 16" O.C. FRAMED FOR BUMP OUT.

THIS BUMP OUT WILL BE INSTALLED AGAINST NEW 8" METAL STUD WALL WITH EXTERIOR SHEATHING AND VAPOR BARRIER

METAL FRAMED BUMP OUT TO EXTEND FULL HEIGHT FOR NEW PARAPET FRAMING.

W48" CONCRETE BLOCK WALL IN STACK BOND PATTERN. EXTEND TO 10'-8" AFF.

PAINT ON BOTH SIDES

W38" 20 GA. METAL STUDS @ 16" O.C. (U.N.O.) WITH 1-LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON INTERIOR SIDE AND EXTERIOR SHEATHING ON EXTERIOR SIDE. EXTEND GYP. BD. TO 6" ABOVE FINISHED CEILING HEIGHT. EXTEND GYP. BD. TO UNDERSIDE OF METAL ROOFING IN APARATUS ROOM.

4

A

BRICK VENEER OVER AIR SPACE OVER MOISTURE BARRIER OVER 5/8" DENSGLASS SHEATHING OVER 3-5/8" METAL STUDS @ 16" O.C.

BACKER ROD AND SEALANT

BRICK TIES @ 16" O.C.

EXISTING PEMB FRAME

4'-4 3/4"

ADJUSABLE BRICK TIES @ 16" O.C.

5'-4"

8"1'

-1 3

/8"

5 5/

8"

ALUMINUM BRAKE METAL OVER 2X6 STUD FOR ATTACHMENT OF OVERHEAD DOOR

SEALANT

ANODIZED ALUMINUM BRAKE METAL OVER 8" JAMB FRAMINGCOLOR-BLACK

5/8" GYP. BD. OVER 8" METAL STUDS @ 16" O.C.

ADDITIONAL FRAMING AS REQUIRED FOR ATTACHMENT OF GYP. BD.

APPARATUSROOM

F19

RADIOROOM

F02

5/8" GYP. BD. OVER 3-5/8" METAL STUDS

5 1/

2"

1'-1

1/2

"

REVISIONS

DATE:

Mark B. Hammond, Architect

1207 Captain O'Neal DriveDaphne, Alabama 36526251.209.3649 - [email protected]

DESIGNER SEAL

A102

Semmes Public SafetyComplex6180 Lott RoadSemmes, AL 36613

PROJECT NO: 21-036

Bid Set10-07-2021

NEW BUILDING LAYOUTAND PLAN DETAILS

1/4" = 1'-0"A003

PARTIAL RENOVATED BUILDING PLAN1

1 1/2" = 1'-0"A101

WALL DETAIL2

NO. DATE DESCRIPTION

1 1/2" = 1'-0"A101

WALL DETAIL3

1 2

B

HOLDINGCELLSP09

117

PAINTED 8" CMU WALL9'-4" HIGH

4'X8' HIGH WIRE MESH PANEL

2" X 2" 14GA POST

POST BASE PLATE

BASIS OF DESIGN:WIRECRAFTERSSUPERVISED TEMPORARY HOLDING CELL6208 STRAWBERRY LANELOUISVILLE, KY 40214800-924-9473

3'X8' WIRE MESH DOOR

3'-2" 3'-2" 3'-2" 3'-2" 3'-2" 3'-2"

4'-2

"

HOLDING CELL #1

HOLDING CELL #2

HOLDING CELL #3 2'-6'W X 10"D STEEL BENCH, ON

2"X2" POSTS, 4"X9" MOUNTING PLATES, BOLTED TO FLOOR.BASIS OF DESIGN, CISCO-EAGLE MTB-4 BENCH.

WIRE MESH CEILING ABOVE

115

153

GB

VERTICAL GB

GB

4'-6

"

3'-6

"1'

-0"

54"X60" CLEAR FLOOR SPACE

TTD

SD

PTD

FM

WCLAV

3'-0" 6"

1'-6"

1'-6"

2

A403

3

A40

3

E

3

A401

4

A40

1

5

A40

1

6

A401

MOP SINK

PRE-FAB ACCESSIBLE SHOWER UNIT

PTD

LAV

FM

SD

RESTROOM -SHOWER

F15RESTROOM -

SHOWERF16

RESTROOMCORRIDOR

F06

JANITOR /SUPPLIES

F24

MEDICALSUPPLY

F14

130 131

128127 129

DRINKING FOUNTAIN

CLEAR FLOOR SPACE

ADA CLEAR FLOOR SPACE

GB

GB

TTD

WC

8"1"3

5/8"

12'-1

1/2

"6"

4'-8

"

6" 7'-10 3/8" 6" 7'-10 3/8" 3 5/8"

3 5/

8"12

'-1 7

/8"

3 5/

8"4'

-10"

5'-3 1/4" 5'-8 3/8" 5'-3 1/4"

54"X60" TOILET CLEAR FLOOR SPACE

1'-6"1'-6"

TOILET ACCESSORIES

SD SOAP DISPENSER

GB GRAB BAR (SIZE INDICATED)

TTD TOILET TISSUE DISPENSER

PTD PAPER TOWEL DISPENSER

FM MIRROR (SIZE INDICATED)

WC WATER CLOSET (SEE PLUMBING)

LAV SINK, LAVATORY (SEE PLUMBING)

MOUNTING HEIGHTS

GB - MOUNT 36" A.F.F. TO TOP OF BAR

PTD - MOUNT 48" A.F.F. TO TOWEL

FM - MOUNT MIRROT 40" TO BOTTOM OF REFLECTIVE SURFACE

TTD - MOUNT 9" MAX. FROM FRONT OF THE WC MEASURED TO THE CENTER LINE OF THE DISSPENSER. THE OUTLET OF THE DISPENSER SHALL BE 15" MIN. AND 48" MAX. A.F.F.

(VERIFY ALL HEIGHTS WITH MFR. RECOMMENDATIONS AND ADA REQUIREMENTS PRIOR TO INSTALLATION.)

NOTE: INSTALL ADA PROTECTIVE COVERING AT ALL LAVATORIES.

5

GB

LAV

SD

PTD

WC

GB

3'-6

"1'

-0"

6" 3'-0"

1'-6"

1'-6"

FM

CLEAR FLOOR SPACE

141

6

A403

7

A40

3

2A404

REVISIONS

DATE:

Mark B. Hammond, Architect

1207 Captain O'Neal DriveDaphne, Alabama 36526251.209.3649 - [email protected]

DESIGNER SEAL

A103.1

Semmes Public SafetyComplex6180 Lott RoadSemmes, AL 36613

PROJECT NO: 21-036

Bid Set10-07-2021

PLAN DETAILS

1/2" = 1'-0"A101

HOLDING CELL ENLARGED PLAN11/2" = 1'-0"A102

ENLARGED RESTROOM PLAN2

NO. DATE DESCRIPTION

1/2" = 1'-0"A101

PLAN_RESTROOM_FIRE3

2

A

BRICK VENEER OVER AIR SPACE OVER MOISTURE BARRIER OVER 5/8" DENSGLASS SHEATHING OVER NEW 8" METAL STUDS @ 16" O.C.

1'-0"

APPARATUSROOM

F19

8"

8"5/

8"6

7/8"

ALUMINUM BRAKE METAL OVER 2X6 STUD FOR ATTACHMENT OF OVERHEAD DOOR

SEALANT

ANODIZED ALUMINUM BRAKE METAL OVER 8" JAMB FRAMINGCOLOR-BLACK

5/8" GYP. BD. OVER 8" METAL STUDS @ 16" O.C.

ADDITIONAL FRAMING AS REQUIRED FOR ATTACHMENT OF GYP. BD.

BACKER ROD & SEALANT

VERTICAL ALUMINUM BEAM. BY AWNEX, OR APPROVED EQUAL

6'-0"

3 1/

4"

BRICK TIES @ 16" O.C., V&H

5/8" GYP. BD. OVER 3-5/8" METAL FRAMING

5/8" GYP. BD. OVER 8" METAL STUDS

EXISTING METAL BUILDING FRAME

7 1/

2"5 1/

2"

2"

BULLPENP02

5

A

BRICK VENEER OVER AIR SPACE OVER METAL WALL PANELS

ADJUSTABLE BRICK TIES @ 16" O.C.

EXISTING PEMB GIRTS

5/8" GYP. BD. OVER 3-5/8" METAL STUDS @ 16" O.C.

BATT INSULATION

EXISTING METAL BUILDING FRAME

EXISTING METAL WALL PANELS

2'-0

"

1 1/

4"

8"5

1/2"

5/8" GYP. BD. OVER 3-5/8" METAL FRAMING

5/8" GYP. BD. OVER NEW 8" METAL STUDS @ 16" O.C.

BRICK VENEER OVER AIR SPACE OVER MOISTURE BARRIER OVER EXTERIOR SHEATHING

ADJUSTABLE BRICK TIES @ 16" O.C.

4 1/4" 8"

5 1/

2"

3

3

1

1

5

5

4

4

2

2

A

A

2'-0

"

4 7/8" 19'-4 1/4" 18'-0" 22'-8" 20'-2 7/8" 4 7/8"

FACE OF EXISTING METAL WALL PANEL

FACE OF EXISTING METAL WALL PANEL

3'-6 3/8" 5'-0" 2'-4" 5'-0" 3'-10 3/4" 6'-0" 12'-0" 5'-4" 12'-0" 5'-4" 4'-9 3/8" 5'-0" 2'-4" 5'-0" 3'-6 3/8"

EXISTING OUT TO OUT OF STEEL. VERIFY.

80'-0"

8 3/

8"

1'-7

"

5 1/

2"

3

3

1

1

5

5

4

4

2

2

A

A

4'-6

"

3'-4

1/2

"

NEW 4" CONCRETE SIDEWALK

EXISTING ASPHALT PAVING

REVISIONS

DATE:

Mark B. Hammond, Architect

1207 Captain O'Neal DriveDaphne, Alabama 36526251.209.3649 - [email protected]

DESIGNER SEAL

A103.2

Semmes Public SafetyComplex6180 Lott RoadSemmes, AL 36613

PROJECT NO: 21-036

Bid Set10-07-2021

PLAN DETAILS

NO. DATE DESCRIPTION

1 1/2" = 1'-0"A101

WALL DETAIL1

1 1/2" = 1'-0"A101

WALL DETAIL2

1/4" = 1'-0"A106

SOUTHWEST (LOTT ROAD) WALL DIMENSION PLAN3

1/4" = 1'-0"A106

SOUTHWEST SIDEWALK LAYOUT4

Dry

erW

ashe

r

REF.REF.

DW

POLICEDEPARTMENT

VISITOR ENTRYP01

F: VCT-1B: WB-1W: PT-1C: ACT-1

APPARATUSROOM

F19F: CN-1 & 2B: WB-2W: PT-1C: MTL-1

FIREDEPARTMENT

VISITOR ENTRYF01

F: VCT-2B: WB-2W: PT-1C: ACT-1

RADIO ROOMF02

F: VCT-2B: WB-2W: PT-1C: ACT-1

CORRIDORF13

F: VCT-2B: WB-2W: PT-1C: ACT-1

SINGLEPERSONDORM

F07F: CPT-1B: WB-2W: PT-1C: ACT-1

SINGLEPERSONDORM

F05F: CPT-1B: WB-2W: PT-1C: ACT-1

EXERCISEF18

F: CPT-2B: WB-2W: PT-3C: ACT-1

LAUNDRYF17

F: CT-1B: WB-2W: PT-1C: ACT-1

MAINTENANCEF22

F: CN-1B: WB-2W: PT-1C: GB-1

DAY ROOM -KITCHEN

F12F: VCT-2B: WB-2W: PT-2C: ACT-1

SINGLEPERSONDORM

F23F: CPT-1B: WB-2W: PT-1C: ACT-1

CORRIDORF03

F: VCT-2B: WB-2W: PT-1C: ACT-1

HOLDINGCELLSP09

F: CN-1B: WB-1W: PT-1C: ACT-1

OFFICERBATHROOM

F08F: VCT-2B: WB-2W: PT-2C: GB-1

GEAR ROOMF20

F: VCT-2B: WB-2W: PT-1C: ACT-1

DECONLAUNDRY

F21F: VCT-2B: WB-2W: PT-1C: ACT-1

RESTROOM -SHOWER

F16F: CT-2B: WB-2W: WT-1C: GB-1

RESTROOM -SHOWER

F15F: CT-2B: WB-2W: WT-1C: GB-1

RESTROOMCORRIDOR

F06F: VCT-2B: WB-2W: PT-1C: ACT-1

MEDICALSUPPLY

F14F: VCT-2B: WB-2W: PT-1C: ACT-1

BULLPENP02

F: VCT-1B: WB-1W: PT-1C: ACT-1

OFFICEP04

F: CPT-1B: WB-1W: PT-1C: ACT-1CORRIDOR

P07F: VCT-1B: WB-1W: PT-1C: ACT-1

INTERROGATIONP03

F: VCT-1B: WB-1W: PT-1C: ACT-1

WORK ROOMF09

F: CPT-1B: WB-2W: PT-2C: ACT-1

HVACF11

F: VCT-2B: WB-2W: PT-1C: ACT-1

RESTROOMF04

F: CT-2B: WB-2W: PT-1C: ACT-1

RISER001

F: CN-1B: NONEW: PT-0C: NONE

JANITOR /SUPPLIES

F24F: VCT-2B: WB-2W: PT-1C: ACT-1

RESTROOMP08

F: CT-1B: WB-1W: PT-1C: ACT-1

SUPPLIESP05

F: VCT-1B: WB-1W: PT-1C: ACT-1

EVIDENCEP06

F: VCT-1B: WB-1W: PT-1C: ACT-1

RESTROOMP10

F: CT-1B: WB-1W: PT-1C: ACT-1

OFFICERDORM

F10F: CPT-1B: WB-2W: PT-1C: ACT-1

PT-2

PT-2

PT-2

PT-2

PT-3

PT-3PT-3

PT-3

PT-4

PT-4

PT-4

PT-4

PT-4

FINISH FLOOR PLAN GENERAL NOTES

1. TRANSITION STRIPS TO BE PROVIED AS FOLLOWS: INSTALLATION MUST MEET ADA TRANSITION GUIDELINES. SUBMIT TO ARCHTIECT/DESIGNER FOR APPROVAL.

2. ALL FLOORING CHANGES TO OCCUR AT CENTER OF DOOR LEAF. IF NO DOOR THEN MATERIAL CHANGE TO OCCUR AT MIDPOINT OF JAMB WIDTH.

3. FIELD WALL COLOR THROUGH OUT PROJECT - SHERWIN WILLIAMS AGREEABLE GREY - SW 7029. SEE PLAN FOR ACCENT COLORS.

MATERIAL FINISH LEGEND

FLOORING

CN-1 EXISTING CONCRETE SLAB

CN-1 NEW CONCRETE SLAB. SMOOTH FINISH

CT-1 CERAMIC TILEMFG:l DALTILESTYLE: HARMONISTCOLOR: PROMISE HM27SIZE: 12"X12"

CT-2 CERAMIC TILEMFG:l DALTILESTYLE: HARMONISTCOLOR: HAVEN HM28SIZE: 12"X12"

VCT-1 VINYL COMPOSITION TILEMFG: ARMSTRONG FLOORINGSIZE: 12"X12" TILESTYLE: STANDARD EXCELON IMPERIAL TEXTURECOLOR: 51933 BLUE CLOUD

VCT-2 VINYL COMPOSITION TILEMFG: ARMSTRONG FLOORINGSIZE: 12"X12" TILESTYLE: STANDARD EXCELON IMPERIAL TEXTURECOLOR: SOFT COOL GRAY

CPT-1 CARPET TILEMFG: MOHAWK GROUPSTYLE: SHADED LINES TILE BT437COLOR: NAVY GRAY 593SIZE: 24" X 24"

CPT-2 MFG: MOHAWK GROUPSTYLE: NEW BASICS IIICOLOR: BISCOTTI CRUNCH 837SIZE: 24" X 24"

BASE

WB-1 WALL BASEMFG: ROPPESTYLE: PINNACLE RUBBER BASEPROFILE: STANDARD TOEDIMENSION: 4"COLOR: 664 BLUE JAY

WB-2 WALL BASEMFG: ROPPESTYLE: PINNACLE RUBBER BASEPROFILE: STANDARD TOEDIMENSION: 4"COLOR: 186 RED

UL OC UNDERLAP OUT SIDE CORNERSMITERED INSIDE CORNERS

WALL

PT-1 WALL PAINT (FIELD COLOR)MFG: SHERWIN WILLIAMSCOLOR: SW 7029, AGREEABLE GREYFINISH: EGG SHELL

PT-2 WALL PAINT (FIRE HOUSE)MFG: SHERWIN WILLIAMSCOLOR: SW 6868 REAL RED

PT-3 WALL PAINT (POLICE STATION)MFG: SHERWIN WILLIAMSCOLOR: SW 6510 LOYAL BLUE

PT-4 WALL PAINTMFG: SHERWIN WILLIAMSCOLOR: SW 7031 MEGA GREIGE

CEILING

ACT-1 LAY-IN CEILING SYSTEMMFG: ARMSTRONG CEILINGSSTYLE: CALLASIZE: 24" X 24"EDGE: SQUARE TEGULARCOLOR: WHITEGRID: PRELUDE XL 15/16"GRID COLOR: WHITE

MTL-1 METAL WALL PANELSSTYLE: PBR METAL PANELCOLOR: GRAY

ROOMF:XXB:XXW:XXC:XX

ROOM NAME

CEILING FINISH

WALL FINISH

BASE FINISH

ACCENT COLOR LOCATIONXX

FINISH FLOOR LEGEND

CPTCARPET TILE

CONC-1CONCRETE SLAB, EXISTING

CONC-2CONCRETE SLAB, NEWSMOOTH FINISH

CT-1CERAMIC TILE

REVISIONS

DATE:

Mark B. Hammond, Architect

1207 Captain O'Neal DriveDaphne, Alabama 36526251.209.3649 - [email protected]

DESIGNER SEAL

A104

Semmes Public SafetyComplex6180 Lott RoadSemmes, AL 36613

PROJECT NO: 21-036

Bid Set10-07-2021

FINISH PLAN

NO. DATE DESCRIPTION

3/16" = 1'-0"A106

RENOVATED BUILDING PLAN1

3

3

1

1

5

5

4

4

2

2

A A

B B

C C

D D

E E

ACT-1

10'-0"

ACT-1

10'-0"

ACT-1

9'-0"

ACT-1

9'-0"

ACT-1

10'-0"

GB-1

10'-0"

ACT-1

10'-0"

ACT-1

9'-0"

ACT-19'-0"

ACT-1

10'-0"

ACT-1

9'-0"

10'-0"

ACT-1

ACT-1

10'-0"

ACT-1

9'-0"

ACT-1

9'-0"

ACT-1

9'-0"

MTL

ACT-1

9'-0"

GB-1

9'-0"

GB-1

9'-0"

GB-1

9'-0"

ACT-1

9'-0"

ACT-1

9'-0"

ACT-1

9'-0"

ACT-1

9'-0"

ACT-1

9'-0"

ACT-1

10'-0"

ACT-1

9'-0"

ACT-19'-0"

ACT-1

10'-0"

ACT-1

9'-0"

ACT-1

10'-0"

ACT-1

9'-0"

ACT-1

10'-0"

OPEN TO STRUCTURE

OPEN TO STRUCTURE

CEILING HATCH LEGEND

ACT-12X2 LAY IN ACOUSTICAL CEILING WITH GRID

GB-15/8" PAINTED GYPSUM BOARD CEILING

MTLPEMB METAL PANEL INSTALLED TO EXISTING PEMB PURLINS

CEILING GENERAL NOTES

1. SEE FINISH SCHEDULE FOR CEILING TYPES.

2. GRID INDICATED REPRESENTS 2X2 LAY-IN ACOUSTICAL TILE GRID. NO CUT PIECES LESS THAN 6" WILL BE PERMITTED.

3. INSTALL LAY-IN ACOUSTICAL TILE CEILING IN ALL SPACES AS SCHEDULED. VERIFY OBSTRUCTIONS PRIOR TO INSTALLING GRID. IF ANY OBSTRUCTIONS ARE LOCATED THAT WOULD ALTER DESIGN NOTIFY ARCHITECT IMMEDIATELY. ADJUST OTHER DIMENSIONS AS REQUIRED TO FOLLOW CEILING HEIGHT.

4. STIPPLED AREAS INDICATES GYP. BD. FURRINGS.

FIXTURE LEGEND

2X2 LED LIGHT FIXTURE IN CEILING GRID

2X4 LED LIGHT FIXTURE IN CEILING GRID

6" DIA. LED RECESSED FIXTURE

EXTERIOR WALL PACK LIGHT FIXTURE

EXTERIOR WALL MOUNT SCONCE

PENDANT MOUNT LINEAR FIXTURE

EXHAUST FAN

RETURN DIFFUSER

SUPPLY DIFFUSER

REVISIONS

DATE:

Mark B. Hammond, Architect

1207 Captain O'Neal DriveDaphne, Alabama 36526251.209.3649 - [email protected]

DESIGNER SEAL

A105

Semmes Public SafetyComplex6180 Lott RoadSemmes, AL 36613

PROJECT NO: 21-036

Bid Set10-07-2021

CEILING PLAN

3/16" = 1'-0"A106

LEVEL 1 CEILING1

NO. DATE DESCRIPTION

3

3

A

A

B B

C

C

D D

12'-0" 5'-4 1/4" 12'-0" 5'-3

5/8

"

1'-5

1/8

"

5'-9

"16

'-0"

12'-5

"12

'-5"

16'-0

"5'

-9"

TRENCH DRAIN

EXISTING 4" CONCRETE SLAB

NEW SLOPED 6" CONCRETE SLAB

-3/4"

0"

-3/4"

0"

-3/4"

-3/4"

0"

APPARATUSROOM

F19

2A106

3A106

34'-2

"34

'-2"

FLOOR LEVEL0"

0"-3/4"

EXISTING 4" CONCRETE SLAB

NEW SLOPED 6" CONCRETE SLAB, SEE STRUCTURAL DWGS.

SEE STRUCTURAL DWGS FOR FOOTING INFORMATION

TRENCH DRAIN, SEE PLUMBING DRAWINGS

SLOPE TO CENTER DRAIN

FLOOR LEVEL0"

A

EXISTING FOOTING.

NEW FOOTING, SEE STRUCTURAL

NEW SLOPED 6" CONCRETE SLAB, SEE STRUCTURAL

REVISIONS

DATE:

Mark B. Hammond, Architect

1207 Captain O'Neal DriveDaphne, Alabama 36526251.209.3649 - [email protected]

DESIGNER SEAL

A106

Semmes Public SafetyComplex6180 Lott RoadSemmes, AL 36613

PROJECT NO: 21-036

Bid Set10-07-2021

APARATUS BAYCONCRETE SLAB LAYOUT

3/16" = 1'-0"A106

APARATUS ROOM CONCRETE FLOOR PLAN1

3/4" = 1'-0"A106

TRENCH SECTION2

3/4" = 1'-0"A106

TRENCH SECTION 23

NO. DATE DESCRIPTION

FLOOR LEVEL0"

31 542

EXISTING EAVE HEIGHT13'-0"

BRICK VENEER

CANTILEVER CANOPY MAPES, OR APPRVED EQUAL

ALUMINUM STOREFRONT WINDOW AND ENTRANCE

PRE-FINISHED COPING

LIGHT FIXTURE

ALUMINUM LETTERS

16'-0

"

22'-0

"

18'-8

"

16'-0

"

SIGNAGE BY CITYSIGNAGE BY OWNER

PRE-FINISHED COPING

BRICK VENEER

8" HIGH ALUMINUM LETTER SIGNAGE

CANTILEVER CANOPY MAPES, OR APPRVED EQUAL

WALL LIGHT FIXTURE

ALUMINUM STOREFRONT ENTRY DOOR AND WINDOW

ALUMINUM STOREFRONT WINDOW

8'-8

"

8'-3

"

12'-0"1'-0"

SIGNAGE BY OWNER

PRE-FINISHED COPING

1'-0

"12

'-0"

1'-0

"12

'-0"

8'-8

"

5'-0"2'-4"5'-0"

2'-4" 5'-0"

LINE OF EXISTING METAL ROOFING BEYOND

LINE OF EXISTING METAL ROOFING BEYOND

22'-8"18'-0"

1A502

2A502

3A502

1A502

Sim

FLOOR LEVEL0"

A B

EXISTING EAVE HEIGHT13'-0"

BRICK VENEER

EXTERIOR WALL FIXTURE

BRICK VENEER BEYOND

PRE-FINISHED COPING

EXISTING METAL ROOFING

16'-0

"

22'-0

"

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

SIGNAGE BY CITY

METAL WALL PANELS

HOLLOW METAL DOOR AND FRAME

EXTERIOR WALL PACK FIXTURE

DOWNSPOUT

107

CANTILVERED CANOPY

FLOOR LEVEL0"

C D E

EXISTING EAVE HEIGHT13'-0"

METAL WALL PANELS

HOLLOW METAL DOOR AND FRAME

EXTERIOR WALL PACK LIGHT FIXTURE

EXISTING METAL ROOFING

DOWNSPOUT

106 REVISIONS

DATE:

Mark B. Hammond, Architect

1207 Captain O'Neal DriveDaphne, Alabama 36526251.209.3649 - [email protected]

DESIGNER SEAL

A201

Semmes Public SafetyComplex6180 Lott RoadSemmes, AL 36613

PROJECT NO: 21-036

Bid Set10-07-2021

EXTERIOR ELEVATIONS

1/4" = 1'-0"A101

SOUTH WEST ELEVATION (LOTT ROAD)1

1/4" = 1'-0"A101

SOUTH EAST ELEVATION21/4" = 1'-0"A101

SOUTH EAST ELEVATION3

NO. DATE DESCRIPTION

FLOOR LEVEL0"

CDE

EXISTING EAVE HEIGHT13'-0"

EXISTING METAL ROOFING

METAL WALL PANELS

HOLLOW METAL DOOR AND FRAME

OVERHEAD DOOR

9'-0

"

8'-0"

PEMB GUTTERGUTTER AND DOWNSPOUT

DOWNSPOUT

WALL PACK LIGHT FIXTURE

104 103

146

FLOOR LEVEL0"

AB

EXISTING EAVE HEIGHT13'-0"

BRICK VENEER

EXTERIOR WALL LIGHT FIXTURE

CANOPY BEYOND

EXISTING METAL ROOFING

2'-0"

PRE-FINISHED COPING

SIGNAGE BY CITY

8'-3

"

16'-0

"

18'-8

"

HOLLOW METAL DOOR AND FRAME

METAL WALL PANELS

DOWNSPOUT

WALL PACK LIGHT FIXTURE

102

CANTILEVERED CANOPY BEYOND

FLOOR LEVEL0"

FLOOR LEVEL0"

3 15 4 2

EXISTING EAVE HEIGHT13'-0"

EXISTING EAVE HEIGHT13'-0"

EAVE TRIM

METAL WALL PANELS

GUTTER BEYOND

HOLLOW METAL DOOR AND FRAME

METAL WALL PANELS BEYOND

PARAPET WALLS BEYOND

GUTTER

105

REVISIONS

DATE:

Mark B. Hammond, Architect

1207 Captain O'Neal DriveDaphne, Alabama 36526251.209.3649 - [email protected]

DESIGNER SEAL

A202

Semmes Public SafetyComplex6180 Lott RoadSemmes, AL 36613

PROJECT NO: 21-036

Bid Set10-07-2021

EXTERIOR ELEVATIONS

1/4" = 1'-0"A101

NORTH EAST ELEVATION11/4" = 1'-0"A101

NORTH EAST ELEVATION2

1/4" = 1'-0"A102

NORTH EAST ELEVATION3

NO. DATE DESCRIPTION

7'-0

"

TYPE A1FLUSH WOOD DOORIN H.M. FRAME

TYPE CH.M. DOORIN H.M. FRAME

7'-0

"

3'-0"5'-0"

7'-0

"

TYPE BDBL. FLUSH WOOD DOORIN H.M. FRAME

TYPE DALUMINUM STOREFRONT DOORIN ALUMINUM FRAME

7'-0

"

3'-0"

TYPE OH112'-0" WIDEOVERHEAD SECTIONAL DOOR

12'-0

"

TYPE OH2OVERHEAD ROLLUP DOOR

8'-0"

9'-0

"

TYPE E1HOLLOW METAL FRAMED CASED OPENING

7'-0

1/2

"3'-0"

TYPE E2HOLLOW METAL FRAMED CASED OPENING

7'-0

"

4'-0"2'-6"3'-0"

7'-0

"

TYPE A2FLUSH WOOD DOORIN H.M. FRAME

12'-0"

TYPE AALUMINUM STOREFRONT WINDOW WITH IMPACT GLAZING

8'-8

"

5'-0"

1'-7

"5'

-7"

1'-6

"

TYPE B (B.1 OPP. HAND)ALUMINUM STOREFRONT WINDOW WITH IMPACT GLAZING

5'-0"

8'-8

"

7'-0

"1'

-8"

3'-0"

TYPE CQUICKSERVSPEAK AROUND WINDOW30"W X 36"H

2'-1

0"3'

-0"

2'-6"

3'-0

"

TYPE DQUICKSERVBAFFLE WINDOW60"W X 50"H

5'-0"

4'-4

"2'

-10"

3'-0

"

REVISIONS

DATE:

Mark B. Hammond, Architect

1207 Captain O'Neal DriveDaphne, Alabama 36526251.209.3649 - [email protected]

DESIGNER SEAL

A301

Semmes Public SafetyComplex6180 Lott RoadSemmes, AL 36613

PROJECT NO: 21-036

Bid Set10-07-2021

SCHEDULES

DOOR SCHEDULE

DOOR #DOORTYPE

ROOM DOOR FRAMEHARDWARE

GROUP RATING COMMENTSFROM TOSIZE

DOOR MATERIAL DOOR FINISH FRAME MATERIAL FRAME FINISHWIDTH HEIGHT THICKNESS

101 H POLICE DEPARTMENTVISITOR ENTRY

3'-0" 7'-0" 1 3/4" ALUMINUM ANODIZED ALUMINUM ANODIZED

102 C CORRIDOR 3'-0" 7'-0" 1 3/4" H.M. PNT H.M. PNT103 G CORRIDOR 3'-0" 7'-0" 1 3/4" H.M. PNT H.M. PNT104 C CORRIDOR 3'-0" 7'-0" 1 3/4" H.M. PNT H.M. PNT105 G RISER 3'-0" 7'-0" 1 3/4" H.M. PNT H.M. PNT106 G CORRIDOR 3'-0" 7'-0" 1 3/4" H.M. PNT H.M. PNT107 C DAY ROOM - KITCHEN 3'-0" 7'-0" 1 3/4" H.M. PNT H.M. PNT108 H FIRE DEPARTMENT VISITOR

ENTRY3'-0" 7'-0" 1 3/4" ALUMINUM ANODIZED ALUMINUM ANODIZED

109 C POLICE DEPARTMENTVISITOR ENTRY

CORRIDOR 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT

110 E1 BULLPEN CORRIDOR 3'-0" 7'-0" 1 3/4" CASED OPENING111 A1 CORRIDOR OFFICE 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT113 A1 EXERCISE 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT113 A1 SUPPLIES CORRIDOR 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT115 A1 RESTROOM CORRIDOR 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT117 C HOLDING CELLS CORRIDOR 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT118 C CORRIDOR DECON LAUNDRY 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT119 C CORRIDOR GEAR ROOM 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT120 C CORRIDOR APPARATUS ROOM 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT121 C APPARATUS ROOM MAINTENANCE 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT122 B CORRIDOR APPARATUS ROOM 5'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT123 C CORRIDOR EXERCISE 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT124 C CORRIDOR WORK ROOM 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT125 A2 HVAC CORRIDOR 2'-6" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT126 B LAUNDRY CORRIDOR 3'-0" 7'-0" 1 3/4" FLUSH WOOD127 A1 CORRIDOR MEDICAL SUPPLY 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT128 A1 JANITOR / SUPPLIES CORRIDOR 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT129 E2 RESTROOM CORRIDOR CORRIDOR 4'-0" 7'-0" 1 3/4" CASED OPENING130 C RESTROOM CORRIDOR RESTROOM - SHOWER 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT131 C RESTROOM - SHOWER RESTROOM CORRIDOR 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT132 A1 CORRIDOR OFFICER DORM 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT133 A1 OFFICER DORM OFFICER BATHROOM 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT134 A1 CORRIDOR SINGLE PERSON DORM 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT135 A1 SINGLE PERSON DORM CORRIDOR 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT136 A1 SINGLE PERSON DORM CORRIDOR 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT137 C APPARATUS ROOM CORRIDOR 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT138 C DAY ROOM - KITCHEN CORRIDOR 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT139 A2 APPARATUS ROOM DAY ROOM - KITCHEN 2'-6" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT140 C DAY ROOM - KITCHEN RADIO ROOM 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT141 A1 DAY ROOM - KITCHEN RESTROOM 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT142 A1 FIRE DEPARTMENT

VISITOR ENTRYRADIO ROOM 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT

143 A1 CORRIDOR INTERROGATION 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT144 A3 APPARATUS ROOM 0" 0" 0"146 O2 MAINTENANCE 8'-0" 9'-0" 3"147 D21 MAINTENANCE 6'-0" 7'-0" 1 3/4"153 A1 CORRIDOR RESTROOM 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT154 A1 EVIDENCE CORRIDOR 3'-0" 7'-0" 1 3/4" FLUSH WOOD STAINED H.M. PNT155 A3 APPARATUS ROOM 0" 0" 0"156 6 0" 0" 0"

1/4" = 1'-0"DOOR TYPES

1/4" = 1'-0"WINDOW TYPES

ROOM SCHEDULEROOM

NUMBER ROOM NAME FLOOR FINISH BASE FINISH WALL FINISH CEILING FINISH CEILING HEIGHT COMMENTS

001 RISER CN-1 NONE PT-0 NONE OPENF01 FIRE DEPARTMENT VISITOR

ENTRYVCT-2 WB-2 PT-1 ACT-1 10'-0"

F02 RADIO ROOM VCT-2 WB-2 PT-1 ACT-1 10'-0"F03 CORRIDOR VCT-2 WB-2 PT-1 ACT-1 10'-0"F04 RESTROOM CT-2 WB-2 PT-1 ACT-1 9'-0"F05 SINGLE PERSON DORM CPT-1 WB-2 PT-1 ACT-1 9'-0"F06 RESTROOM CORRIDOR VCT-2 WB-2 PT-1 ACT-1 9'-0"F07 SINGLE PERSON DORM CPT-1 WB-2 PT-1 ACT-1 9'-0"F08 OFFICER BATHROOM VCT-2 WB-2 PT-2 GB-1 9'-0"F09 WORK ROOM CPT-1 WB-2 PT-2 ACT-1 9'-0"F10 OFFICER DORM CPT-1 WB-2 PT-1 ACT-1 9'-0"F11 HVAC VCT-2 WB-2 PT-1 ACT-1 OPENF12 DAY ROOM - KITCHEN VCT-2 WB-2 PT-2 ACT-1 10'-0"F13 CORRIDOR VCT-2 WB-2 PT-1 ACT-1 10'-0"F14 MEDICAL SUPPLY VCT-2 WB-2 PT-1 ACT-1 9'-0"F15 RESTROOM - SHOWER CT-2 WB-2 WT-1 GB-1 9'-0"F16 RESTROOM - SHOWER CT-2 WB-2 WT-1 GB-1 9'-0"F17 LAUNDRY CT-1 WB-2 PT-1 ACT-1 9'-0"F18 EXERCISE CPT-2 WB-2 PT-3 ACT-1 10'-0"F19 APPARATUS ROOM CN-1 & 2 WB-2 PT-1 MTL-1 SLOPEDF20 GEAR ROOM VCT-2 WB-2 PT-1 ACT-1 9'-0"F21 DECON LAUNDRY VCT-2 WB-2 PT-1 ACT-1 9'-0"F22 MAINTENANCE CN-1 WB-2 PT-1 GB-1 10'-0"F23 SINGLE PERSON DORM CPT-1 WB-2 PT-1 ACT-1 9'-0"F24 JANITOR / SUPPLIES VCT-2 WB-2 PT-1 ACT-1 9'-0"P01 POLICE DEPARTMENT

VISITOR ENTRYVCT-1 WB-1 PT-1 ACT-1 10'-0"

P02 BULLPEN VCT-1 WB-1 PT-1 ACT-1 10P03 INTERROGATION VCT-1 WB-1 PT-1 ACT-1 9'-0"P04 OFFICE CPT-1 WB-1 PT-1 ACT-1 9'-0"P05 SUPPLIES VCT-1 WB-1 PT-1 ACT-1 9'-0"P06 EVIDENCE VCT-1 WB-1 PT-1 ACT-1 9'-0"P07 CORRIDOR VCT-1 WB-1 PT-1 ACT-1 10'-0"P08 RESTROOM CT-1 WB-1 PT-1 ACT-1 9'-0"P09 HOLDING CELLS CN-1 WB-1 PT-1 ACT-1 9'-0"P10 RESTROOM CT-1 WB-1 PT-1 ACT-1 9'-0"P11 Room

NO. DATE DESCRIPTION

2'-8

"3'

-0"

1'-6

"2'

-10"

WALL CABINET

LAMINATE COUNTER AND SPLASH

1'-0" 2'-0" 2'-9" 2'-0"

DISH WASHER

BASE CABINET

BASE AS SCHEDULED

10'-0

"PAINTED GYP. BD.

107

SINK & FAUCET, SEE PLUMBING

2'-0

"2'

-6"

9" 1'-6" 2'-9" 2'-0"

END PANEL

3'-0

"1'

-6"

2'-1

0"

5'-6

"

2'-9" 2'-6" 3'-7"

138

3'-4

"

3'-7

"

3'-0

"

2'-1

0"

FD

SD

LAV

9'-0

"

GB

WALL TILE

WC

TTD

PTD

WALL TILE

GB9'

-0"

PRE-FAB SHOWER

WALL TILE

3'-0

"

TTD

131

WC

FM

PTD

SD

2'-1

0"

PRE-FAB SHOWER

WALL TILE

9'-0

"

3'-7

"LAV

WALL TILE

PRE-FAB SHOWER UNIT

GB

9'-0

"

3'-0

"

9'-0

"

APPLIANCES BY OWNER

WALL CABINETS

VINYL BASE

PAINTED GYP. BD.

2'-1

0"1'

-8"

2'-6

"2'

-0"

BASE CABINETS

PLASTIC LAMINATE COUNTER AND SPLASH

FILLER AS REQD.

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

2'-6

"2'

-0"

3'-0

"2'

-6"

2'-0" 2'-0" 2'-0"

FILLER AS REQ'D

LAMINATE COUNTER AND SPLASH

BASE AS SCHEDULED

PAINTED GYP. BD.

PAINTED GYP. BD.

WALL CABINETS

2'-9" 2'-6" 2'-6" 2'-9"

FILLER AS REQ'D

10'-0

"

PAINTED GYP BD

2'-6

"3'

-0"

2'-0

"2'

-6"

PAINTED GYP. BD.

FLUSH WOOD DOOR IN HOLLOW METAL FRAME

142

END COUNTER SUPPORT

BASE AS SCHEDULED

LAMINATE COUNTER AND SPLASH

BASE CABINET

PAINTED GYP. BD.

TRANSACTION WINDOWQUICKSERV SPEAK AROUND WINDOW

WALL CABINET

2'-9"

2'-9"

CPAINTED GYP. BD.

2A404

9'-0

"

2'-6

"2'

-0"

2'-6

"

4" VINYL BASE

LAMINATE COUNTER AND SPLASH

PAINTED GYP. BD.

WALL CABINET

BASE CABINET

FILLER AS REQ'D

2'-0" 2'-3" 2'-3" 2'-3" 2'-3" 1'-9"

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

PAINTED GYP. BD.

FILLER AS REQ'D

CASED OPENING

4" VINYL BASE

PAINTED GYP. BD.

6'-6

"2'

-6" BASE CABINET

LAMINATE COUNTER AND SPLASH

TRANSACTION WINDOW QUICKSERV BAFFLE WINDOW

PAINTED GYP. BD.

2'-0" 2'-0"

4" VINYL BASE

110

1A404

1'-9"3'-0"

2'-6

"2'

-0"

2'-6

"

2'-0"2'-6"2'-0"2'-0"FILLER

PAINTED GYP. BD.

WALL CABINETS

LAMINATE COUNTER AND SPLASH

BASE CABINETSBASE CABINETS

LAMINATE COUNTER AND SPLASH

WALL CABINETS

PAINTED GYP. BD.

2'-0

"2'

-6"

2'-0

"2'

-6"

1'-6" 2'-3" 2'-3" 2'-3"

2'-0" 3'-0"

4" VINYL BASE

A

108

B

WALL CABINET

BASE CABINET

LAMINATE COUNTER AND SPLASH

2'-6

"2'

-0"

3'-0

"2'

-6"

PAINTED GYP. BD.

2'-6

"

C

BASE AS SCHEDULED

10'-0

"

3'-0

"2'

-10

1/4"

TRANSACTION WINDOW

PAINTED GYP. BD.

BASE AS SCHEDULED

BASE CABINET

TOILET ACCESSORIES

SD SOAP DISPENSER

GB GRAB BAR (SIZE INDICATED)

TTD TOILET TISSUE DISPENSER

PTD PAPER TOWEL DISPENSER

FM MIRROR (SIZE INDICATED)

WC WATER CLOSET (SEE PLUMBING)

LAV SINK, LAVATORY (SEE PLUMBING)

MOUNTING HEIGHTS

GB - MOUNT 36" A.F.F. TO TOP OF BAR

PTD - MOUNT 48" A.F.F. TO TOWEL

FM - MOUNT MIRROT 40" TO BOTTOM OF REFLECTIVE SURFACE

TTD - MOUNT 9" MAX. FROM FRONT OF THE WC MEASURED TO THE CENTER LINE OF THE DISSPENSER. THE OUTLET OF THE DISPENSER SHALL BE 15" MIN. AND 48" MAX. A.F.F.

(VERIFY ALL HEIGHTS WITH MFR. RECOMMENDATIONS AND ADA REQUIREMENTS PRIOR TO INSTALLATION.)

NOTE: INSTALL ADA PROTECTIVE COVERING AT ALL LAVATORIES.

REVISIONS

DATE:

Mark B. Hammond, Architect

1207 Captain O'Neal DriveDaphne, Alabama 36526251.209.3649 - [email protected]

DESIGNER SEAL

A401

Semmes Public SafetyComplex6180 Lott RoadSemmes, AL 36613

PROJECT NO: 21-036

Bid Set10-07-2021

INTERIOR ELEVATIONS

3/8" = 1'-0"A101

INTERIOR ELEVATION13/8" = 1'-0"A101

INTERIOR ELEVATION2 3/8" = 1'-0"A102

INT. ELEVATION3

3/8" = 1'-0"A102

INT. ELEVATION43/8" = 1'-0"A102

INT. ELEVATION53/8" = 1'-0"A102

INT. ELEVATION63/8" = 1'-0"A102

INT. ELEVATION7

3/8" = 1'-0"A101

INT. ELEVATION8

3/8" = 1'-0"A101

INT. ELEVATION93/8" = 1'-0"A101

INT. ELEVATION103/8" = 1'-0"A101

INT. ELEVATION11

3/8" = 1'-0"A102

WORK ROOM ELEVATION123/8" = 1'-0"A102

INT. ELEVATION13

NO. DATE DESCRIPTION

3/8" = 1'-0"A101

INTERIOR ELEVATION14

139137 PNT-1

WB-2

PNT-3

METAL ROOF PANELS

7'-2

"3'

-0"

EXISTING PEMB FRAME

DRY WALL CONTROL JOINT

PNT-1

16" HIGH LETTER GRAPHIC

PNT-1

WB-2

PNT-3

METAL ROOF PANELS

EXISTING PEMB FRAME

PNT-1

3'-0

"7'

-2"

16" HIGH LETTER GRAPHICS

122

7'-2

"3'

-0" 155 144

PNT-1

WB-2

PNT-3

PNT-1

PNT-1

WB-2

PNT-3

PNT-1

16" HIGH LETTER GRAPHICS

7'-2

"3'

-0"

120 121

EXISTING PEMB FRAME

GYP. BD. CONTROL JOINT

REVISIONS

DATE:

Mark B. Hammond, Architect

1207 Captain O'Neal DriveDaphne, Alabama 36526251.209.3649 - [email protected]

DESIGNER SEAL

A402

Semmes Public SafetyComplex6180 Lott RoadSemmes, AL 36613

PROJECT NO: 21-036

Bid Set10-07-2021

INTERIOR ELEVATIONS

NO. DATE DESCRIPTION

3/8" = 1'-0"A101

INTERIOR ELEVATION1

3/8" = 1'-0"A101

INTERIOR ELEVATION23/8" = 1'-0"A101

INTERIOR ELEVATION3

3/8" = 1'-0"A101

INTERIOR ELEVATION4

PAINTED GYP. BD.

BASE AS SCHEDULED

STOREFRONT ENTRY WINDOW AND DOOR

101

A

B.1

BASE CABINET

LAMINATE COUNTER AND SPLASH

WALL CABINET

2'-6

"2'

-0"

2'-6

"

10'-0

"

PAINTED GYP. BD.

BASE AS SCHEDULED

STOREFRONT WINDOW

TRANSACTION WINDOW

2'-6

"

3'-0

"4'

-2 1

/4"

8'-0

"

BASIS OF DESIGN:WIRECRAFTERSSUPERVISED TEMPORARY HOLDING CELL6208 STRAWBERRY LANELOUISVILLE, KY 40214800-924-9473

WIRE MESH HOLDING CELL

PAINTED CMU BEYOND

BASE AS SCHEDULED

9'-0

"

115 153 111 110

5'-0

"

PAINTED GYP. BD.

ADA RESTROOM SIGN

BASE AS SCHEDULED

10'-0

"

PAINTED GYP. BD.

TRANSACTION WINDOW

D

BASE AS SCHEDULED

10'-0

"

2'-9

7/8

"4'

-2 1

/4"

3'-0

"

1A404

PAINTED GYP. BD.

TRANSACTION WINDOW

BASE AS SCHEDULED

10'-0

"

2'-1

0 1/

4"3'

-0"

C

142

2A404

WC

GB

PTD

PAINTED GYP. BD.

BASE AS SCHEDULED

WALL MOUNT LIGHT FIXTURE

MF

SD

LAV

2'-1

0"3'-4

"

6"3'-0"

BASE AS SCHEDULED

WC

GB

1'-0" 3'-6"

3'-0

"

9'-0

"

PAINTED GYP. BD.

REVISIONS

DATE:

Mark B. Hammond, Architect

1207 Captain O'Neal DriveDaphne, Alabama 36526251.209.3649 - [email protected]

DESIGNER SEAL

A403

Semmes Public SafetyComplex6180 Lott RoadSemmes, AL 36613

PROJECT NO: 21-036

Bid Set10-07-2021

INTERIOR ELEVATIONS

NO. DATE DESCRIPTION

3/8" = 1'-0"A101

INTERIOR ELEVATION13/8" = 1'-0"A101

INTERIOR ELEVATION2

3/8" = 1'-0"A101

INTERIOR ELEVATION33/8" = 1'-0"A101

INTERIOR ELEVATION43/8" = 1'-0"A101

INTERIOR ELEVATION5

3/8" = 1'-0"A101

INTERIOR ELEVATION63/8" = 1'-0"A101

INTERIOR ELEVATION7

3'-0

"4'

-2 1

/4"

5/8" GYP. BD. OVER 3-5/8" METAL STUDS @ 16" O.C.

QUIKSERV TRANSACTION WINDOW

5/8" GYP. BD. OVER 3-5/8" METAL STUDS @ 16" O.C.

6" METAL STUD HEADER

2'-6

"

4"

3/4" PLYWOOD WITH PLASTIC LAMIANTE FINISH

SOLID SURFACE BULLNOSE. FLUSH BULLNOSE WITH TOP OF PLAM

2X SUPPORT AS REQUIRED

1X4 FRAMING

BASE CABINET BEYOND

3/4" PLYWOOD BACK SPLASH WITH PLAM

BASE AS SCHEDULED

FLOORING AS SCHEDULED

FLOORING AS SCHEDULED

BASE AS SCHEDULED

TRANSACTION TRAY

QUIKSERV SPEAK AROUND WINDOW, OR APPROVED EQUAL

TRANSACTION TRAY

FIREDEPARTMENT

VISITORENTRY

F01

RADIOROOM

F02

2'-1

0 1/

4"3'

-0"

4"

3/4" PLYWOOD WITH PLASTIC LAMIANTE FINISH

SOLID SURFACE BULLNOSE. FLUSH BULLNOSE WITH TOP OF PLAM

2X SUPPORT AS REQUIRED

1X4 FRAMING

BASE CABINET BEYOND

3/4" PLYWOOD BACK SPLASH WITH PLAM

FLOORING AS SCHEDULED

BASE AS SCHEDULED

METAL STUD HEADER

5/8" GYB. BD. OVER 3-5/8" METAL FRAMING @ 16" O.C.

5/8" GYB. BD. OVER 3-5/8" METAL FRAMING @ 16" O.C.

WALL CABINET BEYOND

BASE AS SCHEDULED

FLOORING AS SCHEDULED

REVISIONS

DATE:

Mark B. Hammond, Architect

1207 Captain O'Neal DriveDaphne, Alabama 36526251.209.3649 - [email protected]

DESIGNER SEAL

A404

Semmes Public SafetyComplex6180 Lott RoadSemmes, AL 36613

PROJECT NO: 21-036

Bid Set10-07-2021

DETAILS

NO. DATE DESCRIPTION

1 1/2" = 1'-0"A401

DETAIL11 1/2" = 1'-0"A103.1

POLICE WINDOW2

FLOOR LEVEL0"

5

EXISTING EAVE HEIGHT13'-0"

4'-0

"

9'-0

"

METAL WALL PANEL

EXISTING INSULATION

EXISTING PEMB GIRT

EXISTING PEMB GUTTER

EXISTING PEMB METAL ROOFING OVER 8" PURLINS

5/8" GYP. BD.OVER 3-5/8" METAL FRAMING @ 16" O.C.OVER AIR SPACE OVER EXISTING PEMB GIRTS

4" VINYL BASE

SINGLEPERSONDORM

F05

R-13 BATT INSULATION

ACOUSTICAL LAY-IN CEILING TILES AND GRID

NEW LINER INSULATION

CARRY GYP. BD. AND FRAMING TO UNDERSIDE OF PEMB PURLINS

FINISHED FLOOR, SEE SCHEDULE

FLOOR LEVEL0"

4

6"10

'-0"CORRIDOR

F13

SINGLEPERSONDORM

F05

4" VINYL BASE

SOUND BATT INSULATION

5/8" GYP. BD. OVER 6" METAL FRAMING @ 16" O.C.

ACOUSTICAL LAY-IN CEILING TILES AND GRID

CARRY FRAMING AND INSULATION TO UNDERSIDE OF PEMB ROOF

6"

5/8" GYP. BD. OVER 3-5/8" METAL FRAMING @ 16" O.C.

HOLLOW METAL FRAME WITH FLUSH WOOD DOOR

NEW LINER INSULATION SYSTEM

EXISTING METAL BUILDING ROOF

APPARATUSROOM

F19

PBR METAL ROOF PANELS ON CEILING OF APARATUS ROOM

BRACE PARTITION WALLS TO STRUCTURE ABOVE

1" / 1'-0"

METAL FRAMED HEADER

REVISIONS

DATE:

Mark B. Hammond, Architect

1207 Captain O'Neal DriveDaphne, Alabama 36526251.209.3649 - [email protected]

DESIGNER SEAL

A501

Semmes Public SafetyComplex6180 Lott RoadSemmes, AL 36613

PROJECT NO: 21-036

Bid Set10-07-2021

WALL SECTIONS ANDDETAILS

3/4" = 1'-0"A101

WALL SECTION13/4" = 1'-0"A101

WALL SECTION2

NO. DATE DESCRIPTION

FLOOR LEVEL0"

A

EXISTING EAVE HEIGHT13'-0"

EXISTING FOUNDATIONVERIFY CONFIGURATION

CANTILEVERED CANOPY

NEW BRICK VENEER OVER AIR GAP OVER VAPOR BARRIER OVER EXTERIOR SHEATHING

ALUMINUM COPING OVER (2) LAYERS PT PLYWOOD

5/8" GYP. BD. OVER NEW 8" METAL FRAMING @ 16" O.C. WITH R20 BATT INSULATION

ACOUSTICAL LAY-IN CEILING TILES WITH GRID

4" VINYL BASE

CONCRETE SIDEWALK

EXPANSION JOINT

FLASHING WITH WEEPS @ 32" O.C.

GROUT FILL SOLID

EXISTING METAL ROOFING

RAKE TRIM

METAL WALL PANELS OVER NEW 8" METAL FRAMED PARAPET

5 1/2"

NEW LINER INSULATION

6"

FLOORING AS SCHEDULED OVER EXISTING CONCRETE SLAB

ADJUSTABLE BRICK TIES @ 16" O.C., V&H

8"

3'-0"

5 1/2"

*NOTE:

IT IS ASSUMED THAT THE EXISTING SOUTHWEST WALL IS COMPOSED OF PEMB GIRTS AND METAL WALL PANELS. CONTRACTOR TO VERIFY THE CONSTRUCTION OF THIS WALL AND CONTACT ARCHITECT AND STRUCTURAL ENGINEER IF A DIFFERENT CONFIGURATION IS DISCOVERED.

UPDATED DETAILS WILL BE PROVIDED IN THE CASE THAT WALL IS CONSTRUCTED DIFFERENTLY THAT ASSUMED.

FLOOR LEVEL0"

A

BRICK VENEER OVER AIR GAP OVER MOISTURE BARRIER OVER DENSGLASS SHEATHING OVER 3-5/8" METAL FRAMING @ 16" O.C.

ALUMINUM COPING

NEW CONCRETE SIDEWALK

EXPANSION JOINT

MEMBRANE FLASHING WITH WEEPS @ 32" O.C.

GROUT FILL SOLID

EXISTING FOUNDATION

NEW FOUNDATION, SEE STRUCTURAL

BUILDING SIGNAGE BEYOND

NEW 5/8" GYP. BD. OVER 8" METAL FRAMING WITH R20 BATT INSULATION

APPARATUSROOM

F19

RAKE TRIM

METAL ROOFING OVER EXISTING PEMB PURLINS

1'-5 7/8"

PBR METAL PANELS ON CEILING

METAL STUD BRACING, SEE STRUCTURAL DRAWINGS

22'-0

1/8

"

METAL WALL PANELS OVER NEW 8" METAL FRAMED PARAPET

MOSITURE BARRIER OVER EXTERIOR SHEATHING OVER 8" METAL FRAMING

4" VINYL BASE

NEW 5/8" GYP. BD. OVER 8" METAL FRAMING WITH R20 BATT INSULATION

EXISTING CONRETE SLAB

1'-6 1/2"

5 1/2"

8"

FLOOR LEVEL0"

A

BRICK VENEER OVER AIR GAP OVER MOISTURE BARRIER OVER DENSGLASS SHEATHING OVER 8" METAL FRAMING @ 16" O.C.

ALUMINUM COPING

CONCRETE SIDEWALK

EXPANSION JOINT

FLASHING WITH WEEPS @ 32" O.C.

GROUT FILL SOLID

EXISTING FOUNDATION

NEW FOUNDATION, SEE STRUCTURAL

BUILDING SIGNAGE BEYOND

RAKE TRIM

METAL ROOFING OVER EXISTING PEMB PURLINS

PBR METAL PANELS ON CEILING

5/8" GYP. BD. OVER 8" METAL FRAMING WITH R20 BATT INSULATION.

7 1/2"

4" VINYL BASE

VERTICAL DECORATIVE ALUMINUM BEAM. BY AWNEX, OR APPROVED EQUAL

18'-8

"

METAL WALL PANELS OVER NEW NEW 8" METAL FRAMED PARAPET

FINISHED FLOOR OVER EXISTING CONCRETE SLAB

5/8" GYP. BD. OVER 8" METAL FRAMING WITH R20 BATT INSULATION.

*NOTE:

IT IS ASSUMED THAT THE EXISTING SOUTHWEST WALL IS COMPOSED OF PEMB GIRTS AND METAL WALL PANELS. CONTRACTOR TO VERIFY THE CONSTRUCTION OF THIS WALL AND CONTACT ARCHITECT AND STRUCTURAL ENGINEER IF A DIFFERENT CONFIGURATION IS DISCOVERED.

UPDATED DETAILS WILL BE PROVIDED IN THE CASE THAT WALL IS CONSTRUCTED DIFFERENTLY THAT ASSUMED.

7 1/2"

REVISIONS

DATE:

Mark B. Hammond, Architect

1207 Captain O'Neal DriveDaphne, Alabama 36526251.209.3649 - [email protected]

DESIGNER SEAL

A502

Semmes Public SafetyComplex6180 Lott RoadSemmes, AL 36613

PROJECT NO: 21-036

Bid Set10-07-2021

WALL SECTIONS ANDDETAILS

3/4" = 1'-0"A101

WALL SECTION13/4" = 1'-0"A101

WALL SECTION23/4" = 1'-0"A101

WALL SECTION3

NO. DATE DESCRIPTION