3
4
LIFE/SAFETY REVIEW
PLUMBING CODE REVIEW A. BUILDING OCCUPANCY: B. OCCUPANCY CONTENT: C. GENDER DISTRIBUTION:
VICINITY PLAN
41
7
HP
.08
24 .24 ' 04 .54
00 .95
1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
COVER SHEET COORDINATION PLANS COORDINATION ELEVS & SECTIONS FITNESS EXISTING & DEMO PLANS FITNESS FLOOR PLAN FITNESS CEILING PLAN EXTERIOR ELEVATIONS EXTERIOR WALL SECTIONS & DETAILS EXTERIOR WALL SECTIONS & DETAILS INT ELEVATIONS - FITNESS INT ELEVATIONS- LOCKERS DETAILS, DOOR & TYP WALL DETAILS TOILETS EXISTING & DEMO PLANS TOILET FLOOR & CLNG PLANS TOILET-ELEVATIONS DETAILS
PLUMBING P-001 P-F101 P-F201 P-F202 P-F301 P-T101 P-T201 P-T301
ELECTRICAL E-001 LEGEND, NOTES, DETAILS E-002 SCHEDULES AND SPECIFICATIONS E-F101DEMO WORK PLAN- FITNESS ROOM E-F201NEW WORK PLAN- FITNESS ROOM E-T101DEMO WORK PLANS- RESTROOMS E-T201NEW WORK PLANS- RESTROOMS
PLUMBING DETAILS & SCHEDULE LEVEL 01- DEMO PLUMBING NEW-PLUMBING GRAVITY NEW- PLUMBING PRESSURE RISERS DEMO PLUMBING PLANS- RESTROOMS NEW PLUMING PLANS- RESTROOMS PLUMBING RISERS TOILET
FIRE PROTECTION FP-101LEVEL 01- DEMO FIRE PROTECTION FP-201LEVEL 01- NEW WORK FIRE PROTECTION FP-T101 DEMO WORK PLANS- RESTROOMS FP-T201 NEW WORK PLANS- RESTROOMS
MECHANICAL M-001 MECHANICAL SPECIFICATIONS M-002 MECHANICAL DETAILS M-F101 LEVEL 01- DEMO MECHANICAL M-F201 LEVEL 01- NEW MECHANICAL M-T101 TOILETS MECHANICAL
FOR VISUALIZATION - FINAL DETAILS VARY FROM IMAGE
ABBREVIATIONS:
STAMP:
PROJECT DESCRIPTION: INTERIOR RENOVATION AND SMALL ADDITION:
NEW FITNESS ROOM CONSISTS
OF THE ADDITION OF ABOUT 900 SF AND THE RENOVATION OF ABOUT 1300 SF ON THE FIRST FLOOR TO CREATE A FITNESS ROOM, TOILETS AND LOCKER ROOMS. THE NEW CONSTRUCTION IS ENTIRELY UNDER THE EXISTING SECOND FLOOR SOFFIT.
TOILET RENOVATION, CONSISTS
OF THE RENOVATION OF THE PUBLIC TOILETS ON ALL THREE FLOORS, TOTAL OF 3 MEN'S ROOMS & 3 WOMEN'S ROOMS
ABOVE ABOVE FINISHED FLOOR ALUMINUM BOTTOM CEILING CONCRETE CONTINUOUS CARPET EQUAL EXISTING FINISH/FINISHED FOOT/FEET FIELD VERIFY GYPSUM JOINT METAL ON CENTER PAINTED GYPSUM BOARD PANEL REQUIRED STEEL TYPICAL UNLESS OTHERWISE NOTED
2 86.8 87.2
MENS TOILET
79.42
X
68.0
66.8
67.1
64.1
60.85
//
F S 54.56 W oun et W G W CA SE d SE #0 CO C O03 CA #0
54.89
54.87 54.68
2" Water Main
55.08 54.79
Sig n T G
62.9
T.M .
// 55.39
62.3
Po le
660
379.00'
55.38
G W
64.0
//
55.74
64.2
(
63.7
64.0
62.5
Water Box 55.82
T 55.03
W
63.29TW 63.07TW
63.10TW
ASSUMED WEST IN DESCRIPTION
(
54.77
63.17TW
62.9
63.09TW
3
//
T
Po le
Sig n
62.7
.94 56 .55 56
55.89
55.78
55.45
55.33
G
W
SITE PLAN
T 24" Curb & Gutter
ISSUE DATE
59.95
SHEET:
58.56
T
Stone Wall
64.9
PI V
64.7 63.85TW 63.81TW
DESCRIPTION
01/16/2013 60.42
63.59TW
FL
FL
665
65.40
69.5
18 Curb
67.1
69.6
65.9
64.5
67
67.5
67.4
ZO NE
W
64.9
Sig n
68.01
66.6
71.3
66.1
Sig n
69.76
UN SH AD ED
64.1
74.31
71.8
70.8
66.28
67.6 70.7
65.84
T
67.1
St on eS lop e
74.7 74.69
& Gutter
65.7
CONSTRUCTION DOCUMENTS
03
71.8
T
68.0
71.71
69.9
CURRENT DRAWING SET: 67 .
73.0
73.2
69.2
T
54.38
70.6
24" Curb
66.4
1 55.3 54.79
W
//
670
71.06
72.3
73.4
110.10'
110.65'
61.0
7 60.2
55.27
54.53
T
68.6
68.4
Sig n Si Po FL gn le
69.9
26" Oak
71.1
70.7
74.45
71.9
66.3
T TC SP B
18" Oak
73.7
26" Oak
73.7
73.91
18" Oak
74.8
W
71.3
61.12
G St ranit on e e S an ign d
#0 Set 03
E. B.
675
84.21'
76.2
PI V
75.5
13" Oak 71.7
75.74
71.6
72.0
65' BUILDING SETBACK
53.53
G
um
e 18" Pin
61.59
Asphalt Paving
& Gutte r //
G 25" S.
64.8
18" Curb
59.12
75.8 74.2
e 22" Pin
70.7
SE CO -C A
675
74.0
.
P
GEN
76.7
74.2
75.3
72.4
53.54
GIATTINA AYCOCK ARCHITECTURE STUDIO INC.
76.6
PT IC V
IC V
T
76.0
65.84
66.25
65.17
St on eS lop e
77.2
T
77.8 4 77.44TW 75.4
um
76.2
P.M
T
78.3
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72.15'
77.3
77.7
80.8
F.L .
78.0
78.6
TB
77.6
79.0
78.6
63.63
53.48
GA PROJECT # 1760-RENOV1B
76.56
79.2
79.5
80.8
79.8
83.8 79.5
77.8
680
80.5 78.3
Sig n
53.36
81.8
83.8
71.05
18" Curb & Gutter
71.1
65.06
T
820 Shades Creek Parkway Birmingham, Alabama 35209
79.8
79.9
W
B.L. Harbert International
e 22" Pin
81.3
LP
50' ROW ) N COUNTY ER (JEFF SO
60.23
820 BUILDING RENOVATION PHASE 1B
86
S 4.65 REC. 36 64.81' MEAS. 3
74.3
PLACE
72.5 2
69.71
87.70
Gutter
7
A
D. MEANS OF EGRESS REQUIREMENTS (CHAPTER 10) 1. OCCUPENT CONTENT TABLE (TBL 1004.1.2) a. TOTAL OCCUPANT LOAD: 600 b. NUMBER OF EXITS REQ'D (TABLE 1021.1): 2 PER STORY 2. EXITS a. EGRESS WIDTH REQUIRED: 53" EGRESS WIDTH @ STAIR: 79" b. MIN CLEAR OPENING OF EXIT DOORS (1008.1.1): 32" c. MIN STAIR WIDTH (1009.1): 42" ADDITIONAL STAIR CONSTRUCTION REQUIREMENTS (1007): MIN HEADROOM: 80" DISTANCE BETWEEN EXITS (1015.2.1): SPRINKLER EXCEPTION 1/3 DIAGONAL: 270/3 = 90' d. COMMON PATH OF TRAVEL (1014.3): 100' e. EXIT ACCESS TRAVEL DISTANCE (1016.1): 300' f. MIN COORDIOR WIDTH (1018.2): 53" g. MAX DEAD END CORRIDOR LENGTH (1018.4): 50'
86.4
84.55
& 18" Curb
79.54
79.12
79.2
85.04
80.75
80.32
80.7
80.2
86.35
5%
88.00
86.47
3.98
90.56
0 88.2
ving Asphalt Pa
.77 81 .11 82
83.6
75.15
73.69
84.0
90.20
89.82
3.98
92.20
93.2
. 94
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95 .4
96.5
70 4. 50
97.5
+
99.9 00.39
93
81.4
81.7
82.7
88.04
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81.08
81.6
680
83.8
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96.30
683
6
685
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83.9
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83.5
82.7
82.9
76.15
75.29
F.H .
86.3
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684
683
83.4
83.3 86.7
84.92
685
84.36
83.62
3.25
83.88 88.4
W V
1 83.6 84.06
G
30" Valley
Sig n
684.5 2 .5 84
3.62
89.64
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89.00
85.8 0 .0 85
85.7 2 84.0 684.0
83.67
T
86.9
78.01
2 REC. 376.3 .81 MEAS. 376 N 5^33' W 75.55
79.72
80.19
690
99.92
79.63
80.14
2%
3.83
86.3
86.4
683.98
83.1
89.3
97.85
04.43
66.33'
90.2
90.5
88.8
6 01.8 05.53
83.5
03.15
19" Oak
0 69
85.0
84.8 91.6
91.3
03.8
89.3
86.5 3
91.8
T FL FL ( (2
88.9
89.5
84.4
90.1
82.4
692
90.4 8
04.61
90.6
91.0
87.3 92.1
91.91
Asphalt Pa
86.93 86.0 1
90.2
94.96
90
88.22
90.1
y 30" Valle 94.42
L.P .
87.83
91.0
90.4
95.03
96.3
90.51 90.8 6 .1 91
9 89.0 89.50
84.62'
91.2
95 .8 0
36
90.77
90.0
91.36 9 91.5
Asph Pav
S
Se tW SE CO 96.15 -C A# 00 3
St on 92.10 eS lop e
1 0.3 7 9
92.3
91.31
92.9
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9
97.37
97.53
90.5
91.7
92.19
92.32
92.0
99 99.5
00.5
94.7
94.58
93.60
92.5
93.7
6
Gutter
30" Valley
695
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91.04
91.4
92.2
91
8 .4
93.5
85.2
92.0 2
91.22
.55 91 9 .2 5 91 91.6 9 91.1
92.1 92
91.87
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91.33
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9 91.8
91.79
92.34
9 .62 5.64 96
28" Oak 91.6 3
PLUMBING/MECHANICAL/ELECTRICAL ENGINEER: SSOE GROUP 3504 7TH AVE SOUTH BIRMINGHAM, AL 35222 P: (205) 323-2373
ABV AFF ALUM BTM CLNG CONC CONT CPT EQ EXIST FIN FT F.V. GYP JT MTL O.C. PGB PNL REQ'D STL TYP UON
99.8
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07.18T W 91.10 90.74 90.61 90.85
91 .24 91 . 71 91
91.76
92.05
92.7
92 .1 0
95 .7 1
695
91.31
91.59
3 91.9
Asphalt Paving
98.3
91.69
91.00
91.26
91.90
91.87 91.82
94.2
399.76'
83.01
84.16
695
91.93
00.59
00.86
99.2
04.52
691
691
0 69
97.95
87.0
86.88
86.49
86.04
91 .67 9 97 .39 2.10
04.53
04.57
04.58
91.82
01.3
96.67
Po (no le 01.2 se rvi ce )
700
99.34
02.0
96.3
91.73
00.62
96.97
91.53 91.4 4 91 .87
91.49
04.54
04.56
3 05.1
04.4
97.4
91.62
91.10
96.2
W V
.3 05
99.72 02.3
04.57
01 .6 8
05.15
0 05.5 4.73 04 .9
06.94TW
04.32
04.96
04.92
Concrete Wall
04.30
04.36
01.8
04.06
04.15
04.10
04.28
179.76'
04.32
05.0
04.05
04.13
92
03.4
04.03
04.09
90.94
97.61
04.1 6
04.00
04.12
04.32
STRUCTURAL ENGINEER: MBA STRUCTURAL ENGINEERS, INC. 300 20TH STREET NORTH, SUITE 100 BIRMINGHAM, AL 35203 P: (205) 323-6385
REFER TO ARCHITECTURAL STANDARDS COMMON ABBREVIATIONS
ving Asphalt Pa
" '26 6 1 6^ 2 1 151^5 6' 705 05.
04 .1 6
04.20
04.17
04.38
04.56
90.86
90.46 95 .8
05.49
PARCEL 2 04.10
97.7
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88.85
90.59
Sig n
L.P .
04.17
03.94 04.03
04.02
05.9 1
06.71TW
04.04
S 89^53'34" E
05.44
04.18
04.14
04.11
06.8
L.P .
3
04.40
91.47
Asphalt Paving 90.01
4'34" 304^2
01.70
01.70
Se tW -C SEC A# O 00 3
48.70'
PK Fo Na un il d
Gutter
02.82
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04.0
707
95.3
695 91.09
90.3 7
6" 55^35'2
02.14
18" Curb &
7 .0 03 3 03.2
04.2 4
04.24
04.28
700
99.2
06.63
34 ^3 1' W
05.45
03.94
04.23
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91
692 S ign 69910.94
06.62
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06.26
S
362.69'
01.5
98.9
92
92 .02
07.14
05.48
04.05
04.4
00.3
92.52
St on eS 70 lop 0 e 00.4
07.2
07.4
07
07.8
05.15
04.29
04.00
04.08
94.90
Sig n
710
Ca Fou pp nd 07.5 ed LD Re W ba 07.16 r
705
L.P .
04.20
07.81
08.74
705
04.69
(no se rvi ce )
10.12 10.6
24" Curb & Gutter 06.85
05.57
ARCHITECT: GIATTINA AYCOCK ARCHITECTURE STUDIO, INC. 1827 1ST AVE NORTH, SUITE 100 BIRMINGHAM, AL 35203 P: (205) 933-9060
DIAGRAMATIC 3D REPRESENTATION
02.74
6 06.2
Gu ard rai l
7 06.9
05.81
5
Concrete Wall
95.5
94.49
92 40
W V
705
97.0
96.61
Po le
05.9
08.52
Asphalt Paving
10.89 11.5
11.52
05.0
90.25
1 HR 1 HR 0 HRS 1 HR 0 HRS
e 20" Pin
05.13
05.3
98.21
EK PARKWAY SHADES CRE
TBL 601 & 602 2 HRS 2 HRS
5
705
e 14" Pin
09.88
07.6
05.81
05.77
06.8
15" Oak
11.8
07.7
331.96'
PARCEL I TRACT "A"
11.83
S 89^53'34" E 352.28'
08.3
07.23
13.66 14.07
05.19 05.5
4 03.3 06.0
07.32
05.29
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15.73
715 07.82
06.09
05.1
01
07.87
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04.61
15.64 15.7
06
06.56
05.43
00.19
70 7. 50 707 11.0
15.49 16.02
08.6
08.4
07.94
05.97
05.29
03.51
12.0
10.6
06.20
84^ 20' + 70 34" 5.75
15.6
14.0
Sig n
08.1
14.94
13.9
+
Ro W ck all
07.8
705
11.31
12.80
14.00
18" Curb & Gutter
14.44
12.0
710 2
09.8
15.06
15.48
GROUND LESSEE: B.L. HARBERT INTERNATIONAL, LLC 820 SHADES CREEK PARKWAY, SUITE 3000 BIRMINGHAM, AL 35209 E: MAINOFFICE@BHARBERT.COM P: (205) 802-2800
1/2" = 1'-0"
1 .5 07
08.7
0 71
DE TA IL
CR
ES AD SH
Y KW KP EE
R ED OR SH E K LA
15.13 15.29
13.81
RD
0 28
RD
OR MO OX
PK W Y
CA HA BA
13.35
13.10
SE E
ARCHITECTURAL A-0CS A-001 A-002 A-F100 A-F101 A-F102 A-F201 A-F202 A-F203 A-F301 A-F302 A-F401 A-T100 A-T101 A-T201 A-T301
3 3
31
76
07.18
Se tW -C SEC A# O 00 3
. 08
Y W PK
11 9
Y HW
Sig n
05.14
B B C C
1
12.62
OWNER/DEVELOPER: 820 BUILDING, LLC 820 SHADES CREEK PARKWAY BIRMINGHAM, AL 35209 E: MAINOFFICE@BHARBERT.COM P: (205) 802-2800
HW Y2 80
11 7
8
DRAWING INDEX:
1 11.19
RD
PL
7 1
A. WIND SPEED: 90 mph B. IMPORTANCE FACTOR: II C. EXPOSURE CATEGORY: B
.00 09
HA BA
EK RE C S E AD SH
WOMEN 314 8 5
IX. STRUCTURAL DESIGN (CH 16)
Asphalt Paving
B
C. INTERIOR FINISHES (CHAPTER 8) 1. EXIT ENCLOSURES 2. EXIT PASSAGEWAYS 3. CORRIDORS 4. ROOMS & ENCLOSED SPACES
MEN 314 8 5
EK RE SC
PID: 28-08-4-007-003.003-00 28-08-4-007-003.002-00
Y HW
III. ALLOWABLE HEIGHTS/AREAS: TYPE II, GROUP B (SPRINKLED) MAX HEIGHT w/ AUTOMATIC SPRINKLER INCREASES (504.2) 75' MAX AREA PER STORY: 23,000sf MAX AREA w/ AUTOMATIC SPRINKLER INCEASES (506): 69,000sf MAX NUMBER OF STORIES: 3
B. FIRE RESISTANCE RATED CONSTRUCTION (CHAPTER 7) 1. EXTERIOR WALLS (704) 2. FIRE WALLS (706.4) 3. FIRE BARRIERS (707.3.9) 4. SHAFT ENCLOSURES (708.4) LESS THAN 4 STORIES 5. FIRE PARTITIONS (709) 6. CORR FIRE RESISTANCE RATING (TBL 1018.1) 7. SMOKE BARRIERS (710) 8. SMOKE PARTITIONS (711) 9. OPENING PROTECTIVES (715) 10. CONCEALED SPACES/FIRESTOPPING (717)
E AD SH
F. PROPOSED FUTURE DISTRIBUTION (IN RESTROOM PHASE) 1. WATER CLOSETS 11 10 2. LAVATORIES 6 8 3. DRINKING FOUNTAINS 6 4. JANITOR'S CLOSETS 2
705
C
PROJECT ADDRESS: 820 SHADES CREEK PARKWAY BIRMINGHAM, AL 35209 JEFFERSON COUNTY/MT BROOK
50/50
E. EXISTING FIXTURES: 1. WATER CLOSETS 2. LAVATORIES 3. DRINKING FOUNTAINS 4. JANITOR'S CLOSETS
26,264sf (3RD FLOOR) 684' (1ST FLOOR) 36.5' 3 NORTH: 45' SOUTH: 114' EAST: 50' WEST: 82' F. ALLOWABLE OPENINGS (705.8) NOT REQUIRED
V. DETAILED CONSTRUCTION REQUIREMENTS: A. FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS 1. PRIMARY STRUCTURAL FRAME 0 HRS 2. BREARING WALLS INTERIOR 0 HRS EXTERIOR 0 HRS 3. NONBEARING WALLS & PARTITIONS EXTERIOR (602) >30' 0 HRS INTERIOR 0 HRS 4. FLR CONSTRUCTION 0 HRS 5. ROOF CONSTRUCTION 0 HRS
10.1 0.2 2.4 35.4 0.2 61.2 78.8
628
D. MIN REQUIRED FIXTURES: 1. WATER CLOSETS 2. LAVATORIES 3. DRINKING FOUNTAINS 4. JANITOR'S CLOSETS
II. PHYSICAL PROPERTIES A. AREA (503) B. GRADE PLANE (502.1) C. BUILDING HEIGHT (502.1) D. BUILDING STORIES (502.1) E. FIRE SEPARATION DIST (702)
IV. SPECIAL REQUIREMENTS:
6.7 0.1 1.6 23.6 0.1 40.8 52.5
K
VIII.
(ASSEMBLY- A-3 PROPOSED ADDITION ----SF FUTURE PHASE)
TYPE II, GROUP A3 MAX HEIGHT w/ AUTOMATIC SPRINKLER INCREASES (504.2) 75' MAX AREA PER STORY: 9,500sf MAX AREA w/ AUTOMATIC SPRINKLER INCEASES (506): 35,625sf MAX NUMBER OF STORIES: 2 0 HRS
33.7 0.7 7.9 118.1 0.5 204.1 262.6 627.7
CA
I. OCCUPANCY CLASSIFICATION: BUSINESS - B - (304)
D
50 300 300 100 300 100 100
RO O
APPLICABLE CODES: (PER JEFFCONLINE.JCCAL.ORG/INSPECTIONSERVICES/) 2009 ICC INTERNATIONAL BUILDING CODE 2009 ICC INTERNATIONAL FIRE PREVENTION CODE 2011 NATIONAL ELECTRICAL CODE 2009 ICC INTERNATIONAL MECHANICAL CODE 2009 ICC INTERNATIONAL PLUMBING CODE 2009 ICC INTERNATIONAL FUEL GAS CODE 2003 AMERICAN NATIONAL STANDARD ACCESSIBLE AND USABLE BUILDINGS FACILITIES A117.1
1684 SF 213 SF 2366 SF 11811 SF 160 SF 20415 SF 26264 SF
7
NEW FITNESS ROOM & TOILET RENOVATION 16 JANUARY 2013
EGRESS WIDTH STAIR
TB
LEVEL 01 FITNESS/LOCKERS LEVEL 01 STORAGE LEVEL 01 MECHANICAL LEVEL 01 BUSINESS LEVEL 01 MECHANICAL LEVEL 02 BUSINESS LEVEL 03 BUSINESS Grand total: 7
EGRESS WIDTH
6
M
Level
FIRE MARSHALL: MOUNTAIN BROOK
E
Occupancy Classification
07
F
INSPECTION DEPARTMENT EXAMINER: JEFFERSON COUNTY COURTHOUSE MIKE THOMAS, SENIOR PLANS EXAMINER 716 RICHARD ARRIGTON JR. BLVD NORTH BIRMINGHAM, AL 35203 E: THOMASMA@JCCAL.ORG P: (205) 325-5152
OCCUPANCY TABLE-NEW Area per OCCUPANT Person LOAD Area
5
06 .51
2
91 .1 0
1
//
55.48
G
COVER SHEET
81^ 54 T
W
FITNESS ROOM
A-0CS
WOMEN'S LOCKER ROOM
1" = 40'-0" C:\Users\hrobinson\Documents\A_1760_Renov1B_Central_hrobinson.rvt
1/16/2013 4:46:57 PM