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