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
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62.3
Po le
660
379.00'
55.38
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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
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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
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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
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73.7
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73.7
73.91
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74.8
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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
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um
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61.59
Asphalt Paving
& Gutte r //
G 25" S.
64.8
18" Curb
59.12
75.8 74.2
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70.7
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675
74.0
.
P
GEN
76.7
74.2
75.3
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GIATTINA AYCOCK ARCHITECTURE STUDIO INC.
76.6
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IC V
T
76.0
65.84
66.25
65.17
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76.2
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77.3
77.7
80.8
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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
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81.08
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83.8
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96.30
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6
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683
83.4
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84.92
685
84.36
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83.88 88.4
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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
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99.92
79.63
80.14
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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
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88.9
89.5
84.4
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82.4
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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
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Asph Pav
S
Se tW SE CO 96.15 -C A# 00 3
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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
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93.5
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92.0 2
91.22
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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
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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
.26
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
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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
1
2
3
4
5
6
A-002
A
B
F
C
15'-0"
20'-0"
D E 15'-0"
5'-0"
F G 15'-0"
5'-0"
H 15'-0"
1
K 15'-0"
10'-0"
7
8
820 BUILDING RENOVATION PHASE 1B
A-002
L M 5'-0"
N P 15'-0"
Q
5'-0"
R
15'-0"
S S.3
20'-0"
15'-0"
T
5'-0"
15'-0"
T.7 U U.3 15'-0"
A 5'-0"
5'-0"
B
C
15'-0"
D E
20'-0"
15'-0"
F G
5'-0"
15'-0"
H
5'-0"
K
15'-0"
15'-0"
1
L M
10'-0" 5'-0"
N P
15'-0"
5'-0"
Q
R
15'-0"
20'-0"
S S.3
15'-0"
T
5'-0"
15'-0"
U U.3
20'-0"
B.L. Harbert International
0.7
0.7 1
1 G---
Room
Room
Room
Room
18
17
16
15
5'-11 5/8"
3'-8"
L207
Room L108
LIBRARY L208
OPEN
OPEN OFFICE
51 G114
L203
TYNES DEVELOPMENT
24
Room
COFFEE BAR
21
G110
201
REC.
50
Room
Room
KITCHEN
22
23
G113
5
TELE
ELEC.
213
210
211
6 3
A-002
A-002
37
42
L222
CONFERENCE
DECK - EAST
L213
G121
CORR.
202
OFFICE
WORK RM
L201
TELE
CORRIDOR OFFICE
L210
26
ELEC STAIR
OFFICE
OFFICE
35
38
MEN
A
450sf
204
4
207
JAN
CONFERENCE
L216
205
B.L. HARBERT
OFFICE
7 8
STAIR
OFFICE
RECEPTION
48
BREAK
41
OFFICE
Room
CUBE
L217
K106
OFFICE
OFFICE
40
34
OFFICE 33
OFFICE
3
A-002
K101
131
27
6
OFFICE
K105
K102
WOMEN
49
WORK RM
3
1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
5
STAIR
206
GIATTINA AYCOCK ARCHITECTURE STUDIO INC.
4
LOBBY
IT 20
TLT
OFFICE
L211
4 Room
NELSON BROTHERS
10'-0"
COOK & BYNUM
19
Room
L202
2
12'-0"
Room
SM. CONF.
8'-0"
3
OPEN
10'-0"
25
36
15'-0"
OFFICE
L206
20'-0"
4
OFFICE
L205
7 8
3'-8"
10'-0" 10'-0"
A-002
20'-0"
12'-0"
OFFICE
L204
Room
12'-0" 8'-0"
5'-10"
E
4'-6"
OFFICE
GA PROJECT # 1760-RENOV1B
15'-0"
15'-0"
Room
2
26'-8"
820 Shades Creek Parkway Birmingham, Alabama 35209
STAMP:
BID RM
29
EXEC OFFICE
OFFICE
OFFICE
46
30
39
OFFICE
OFFICE
32
31
OFFICE
K113
K112
OFFICE
OFFICE
K108
L219
KEY
28
EXISTING SPACE TO REMAIN
DECK-WEST
DECK - EAST
OFFICE
G120
K109
G119
15'-0"
9
15'-0"
9
5'-0"
OFFICE
OFFICE
21'-4"
21'-4"
J103
OFFICE L220
RENOVATION OF EXISTING SPACE
10
10
10.3
10.3
NEW ENCLOSED SPACE
D 2
2
KEY PLAN ROOF 1" = 20'-0"
A-002
A
B
C
15'-0"
D E
20'-0"
15'-0"
F G
5'-0"
15'-0"
H
5'-0"
15'-0"
K 15'-0"
A-002
C
15'-0"
D E
20'-0"
15'-0"
5'-0"
F G 15'-0"
5'-0"
H 15'-0"
K 15'-0"
1
L M
10'-0" 5'-0"
N P 15'-0"
Q
5'-0"
R
15'-0"
S S.3
20'-0"
15'-0"
T
20'-0"
T.7 U U.3 20'-0"
10'-0" 5'-0" A-002
N P 15'-0"
5'-0"
Q
R
15'-0"
20'-0"
S S.3 15'-0"
5'-0"
T 15'-0"
T.7 U 15'-0"
5'-0"
1
NEW CARPET TILE & ACT IN LEVEL 1 CORRIDORS ONLY
5'-0"
k 19" Oa
0 69
OFFICE
OFFICE
OFFICE
OFFICE
Q142
Q140
Q137
Q136
Q135
P105
P108
CORRIDOR Q139
OFFICE
R107 Q141
Q138
Q134
OFFICE R108
OFFICE R109
P104
Room
PLAN ROOM
G117
Q143
CONF. Room
CAGE
RECEPTION
P103
P102
A-002
Room
STOR
KITCH.
10
Q145
13
BREAK Q144
311
Room -----
CORRIDOR 302
A-002
4
OFFICE
OPEN OFFICE
P120
P118
MEN
P133
304
ELEC 312
WOMEN 305
500sf
CORRIDOR P134
BL HARBERT
WORKRM STORAGE
REC. MAIL/ COPY
Q101
SERVER
P121
P132
Q146
P122
PC WORK CENTER
Q155
WAITING
OFFICE Q150
Q111
OFFICE Q112
OFFICE
OFFICE
OFFICE
OFFICE
Q152
Q149
Q148
Q128
CONFERENCE OFFICE
OFFICE
Q106
Q105
Q110
OPEN OFFICE Q113
OFFICE
Room
3
A-002
B113
3.25
OFFICE
OFFICE
OFFICE
Q117
Q121
Q123
OFFICE
BREAK
CORR
103
CONFERENCE C109
C110
5 CORRIDOR 102
STAIR
NELSON BROTHERS
CORRIDOR
FOYER
109
C101
A-002
4 CONF
2
WOMEN TLT
A
107
REC
B101
REC D101
ELEVATOR LOBBY 101
690sf
MEN TLT
A101
MITCHELL INVESTMENT
MECHANICAL EQUIPMENT ROOM 1
STOR.
OFFICE
B111
OFFICE C108
3
OFFICE BREAK
B104
B105
COPY/ SUPPLY
CORR.
A102
MECHANICAL EQUIPMENT ROOM 4
MECHANICAL EQUIPMENT ROOM
OFFICE
OFFICE
A104
121
117
B110
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
B109
B108
B107
B106
A103
e 22" Pin
C107
C103
-
OFFICE
OFFICE
C105
C106
TB
9
Q126
3 4 5
REVISIONS & PREVIOUS DRAWING SETS
6
Rev. No. Description ADD 1 ADDENDUM 1
C102
C104
D102
COPY
0
A-002 68
RECEPTION
116
106
B102
B103
Q127
683
ELEC
OPEN OFFICE
7 8
MECH
B123
TEL
OFFICE
OPEN OFFICE
P130
G116
684
C---
6
Q130
CORRIDOR
P131
A-002
B121
104
OFFICE
Q109
OFFICE
OFFICE
Q147
CORRIDOR Room
5
COMPUTER
EXISTING VAULT
B112
Q131
WORK RM
Q153
-
P123
+930sf
OPEN OFFICE
OPEN OFFICE
OFFICE
Q129
Q102
OFFICE
1800sf
3.62
683
B114
OFFICE BID ROOM
G115
OFFICE
B119
2%
B120
6
CATALOG
Q151
Q154
COFFEE OFFICE
OFFICE
B118
B122
Room 310
COPY
OFFICE
B117
3.83
684
P101
TEL
P119
OFFICE
OFFICE
4
6
OFFICE
T
B116
B115
Q133
20'-0"
P135
P117
3
LOBBY
2
685
OFFICE
20'-0"
OPEN OFFICE
OFFICE
OFFICE
25'-0"
WK RM
684.5 684.0
G118
OFFICE P116
Q132
20'-0"
MOUNTAIN BROOK CITY SCHOOLS RECEPTION
P115
OFFICE
8'-0"
OFFICE
OFFICE
10'-0"
JOHNSON STERLING
683.98
2
OFFICE
3'-8"
OPEN OFFICE P107
B
RENOVATION NEW
OFFICE
P114
5'-0"
OFFICE
R105
15'-0"
OFFICE R106
10'-0"
OFFICE
CONFERENCE
P106
0.7 1
12'-0"
CONF
OFFICE
8'-0"
P109
5%
OFFICE
P110
3.98
OFFICE
P111
3.98
OFFICE
P112
5'-0"
OFFICE
P113
15'-0"
OFFICE
0.7 1
3'-8"
B
L M
T
7 8 CURRENT DRAWING SET:
21'-4"
A
C
KEY PLAN LEVEL 02 1" = 20'-0" FF - 696'-2"
2
10'-0"
4
20'-0"
A-002
P. M.
9
P
P126
OFFCE
OFFICE
P127
P128
OFFICE
P129
Q115
OFFICE
OFFICE
OFFICE
OFFICE
Q116
Q118
Q120
Q122
OFFICE
OFFICE
Q124
Q125
A 3 2
A-002
KEY PLAN LEVEL 03 1" = 20'-0" FF - 708'-4"
IC V
10 10.3
14" S.
15'-0"
OFFICE
5'-0"
OFFICE
IC V
T
P124
F.L .
GEN
Gum
PI V
675
1 2
5'-0"
OFFICE
PT
W
Q119
15'-0"
CORRIDOR
CONSTRUCTION DOCUMENTS DESCRIPTION
01/16/2013 10 10.3
KEY PLAN LEVEL 01 1" = 20'-0" FF - 684'
A-002
C:\Users\hrobinson\Documents\A_1760_Renov1B_Central_hrobinson.rvt
ISSUE DATE SHEET:
COORDINATION PLANS
A-001 2/25/2013 7:51:11 PM
Date 2/25/13
1
2
3
4
5
6 0.7 1
U.3 U T.7
T
S.3 S
R
Q
P
N
M
L
K
H
G
F
E
D
C
B
7 2
3
4
5
8
6
7 8
9
820 BUILDING RENOVATION PHASE 1B
10 10.3
A
F
ROOF 721' - 2 1/8"
ROOF 721' - 2 1/8"
LEVEL 03 708' - 4"
LEVEL 03 708' - 4"
LEVEL 02 696' - 2"
LEVEL 02 696' - 2"
LEVEL 01 684' - 0"
1
B.L. Harbert International 820 Shades Creek Parkway Birmingham, Alabama 35209 GA PROJECT # 1760-RENOV1B GIATTINA AYCOCK ARCHITECTURE STUDIO INC.
LEVEL 01 684' - 0"
1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
FOUNDATION 674' - 6"
NORTH ELEVATION 1/16" = 1'-0"
4
WEST ELEVATION 1/16" = 1'-0"
E A
B
C
D
E
F
G
H
K
L
M
N
P
Q
R
S S.3
T
T.7 U U.3
10.3 10
9
8 7
6
5
4
3
2
1 0.7
STAMP:
ROOF 721' - 2 1/8"
ROOF 721' - 2 1/8"
LEVEL 03 708' - 4"
LEVEL 03 708' - 4"
LEVEL 02 696' - 2"
LEVEL 02 696' - 2"
LEVEL 01 684' - 0"
LEVEL 01 684' - 0"
D
2
3
SOUTH ELEVATION
KEY EXISTING SPACE TO REMAIN RENOVATION OF EXISTING SPACE NEW ENCLOSED SPACE
EAST ELEVATION 1/16" = 1'-0"
1/16" = 1'-0" 10.3 10
9
8 7
6
5
4
3
2
1
6
B
C
D
E
F
G
H
K
L
M
N
P
Q
R
S S.3
T
A-002
12' - 2"
12' - 2"
9' - 0"
C
T.7 U U.3
12' - 10"
A
ROOF 721' - 2 1/8"
ROOF 721' - 2 1/8"
LEVEL 03 708' - 4"
LEVEL 03 708' - 4"
LEVEL 02 696' - 2"
LEVEL 02 696' - 2"
LEVEL 01 684' - 0"
LEVEL 01 684' - 0"
FOUNDATION 674' - 6"
B
6
SECTION-EW @ LOADING DOCK 1/16" = 1'-0"
5
SECTION-NS THROUGH LOBBY 1/16" = 1'-0"
CURRENT DRAWING SET:
CONSTRUCTION DOCUMENTS DESCRIPTION
01/16/2013 ISSUE DATE
A
SHEET:
COORDINATION ELEVS & SECTIONS
A-002 C:\Users\hrobinson\Documents\A_1760_Renov1B_Central_hrobinson.rvt
1/16/2013 4:47:42 PM
1 N
P
2 Q
3
R
S
4
S.3
T
T.7
5 N
U.3
U
6
P
Q
5' - 0"
7
R
15' - 0"
S
20' - 0"
15' - 0"
8
S.3 5' - 0"
T
T.7
15' - 0"
15' - 0"
U 5' - 0"
LEVEL 03 5' - 0"
0.7
F
LEVEL 02
1
W21X44
1
+87.93
+87.5
W12X14
685 GIATTINA AYCOCK ARCHITECTURE STUDIO INC.
2
1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
10' - 0"
3
W12X26
EXIST STORM INLET. TOP = 680.1 FL (10" DIP) IN 678.06 FL (13&20 RCP) OUT 675.39
LEVEL 03 STORAGE
LOADING
113
W14X22
E
+84.7
+84.3
W21X44
W14X22
W14X22
W14X22
W14X22
W14X22
W14X22
W21X44
W14X22
W14X22
W14X22
W18X40
W18X40
W12X26
+83.99
GA PROJECT # 1760-RENOV1B
+86.4
2
W18X35
W21X44
+84.4
+83.6
LINE OF EXTERIOR WALL AT LEVEL 01 W21X44
+85.8
----
3 10' - 0"
W12X14
W21X44
W12X14
W14X22
+84.98
15' - 0"
+86.3
W21X44 W12X14
W14X22
W14X22
W12X14
W14X22
W21X44
W18X40
W21X44
W14X22
B.L. Harbert International 820 Shades Creek Parkway Birmingham, Alabama 35209
+86.9
W14X22
820 BUILDING RENOVATION PHASE 1B
LEVEL 02
W21X44
FEDEX ----
W14X22
W14X22
+83.63
4 TLT STOR
110
111
BREAK
C112
MAIL/ VENDING
W14X22 FIRE ALARM
+82.7 CONFERENCE
C110
112
STAMP:
12' - 0"
----
JAN
+83.5
C111
SHOWER
4
C109
EXISTING CONDITIONS:
CORR C---
5
5
CORRIDOR
FOYER
109
C101
8' - 0"
+82.9
W14X22
+82.7
6
W21X44
ELEC
D
3
6
ST
117
ASSUMED EXISTING LVL 2 FRAMING PLAN (for reference abv clng)
SLAB NOTES: CONC: 4" SLAB. 3000PSI IN 28 DAYS; 4" SLUMP; STEEL TROWELED FINISH; LEVEL TO 1/8" IN 10'. REINFORCING: 6X6 1.4X1.4 WELDED WIRE PER ASTM 185. LAP 6" MIN. VAPOR BARRIER: STEGO OR EQUAL; 10 MIL; LAP 6" AND TAPER PER MANUFACTURER INSTRUCTIONS. DRAINAGE FILL: 6" #57 CRUSHED LIMESTONE; COMPACT TO 100% STANDARD PROCTOR. PLACE IN 6" LAYERS & COMPACT TO SUBGRADE REQUIRED. BOND BREAK: INSERT BOND BREAK BETWEEN NEW SLAB AND EXISTING SLAB/PIERS.
EXISTING LVL 1 PARTIAL PLAN (for reference)
2
1/8" = 1'-0"
5
+81.7
SELECTIVE DEMOLITION: *FITNESS ROOM ADDITION INVOLVES TAKING OVER STORAGE ROOM C112, HOUSING LIVE COMMUNICATION EQUIPMENT, & TOILET ROOM C111 CURRENTLY USED BY MITCHELL INVESTMENT, THE ADJACENT TENANT. BEFORE BEGINNING DEMOLITION, RELOCATE TENANT'S EQUIPMENT & PROPERTY. *AFTER REMOVAL OF EXISTING CEILINGS AS SHOWN, NOTIFY ARCHITECT OF ANY APPARENT CONFLICTS.
1/8" = 1'-0"
ASSUMED EXISTING WEATHERED PANELS IN PLAN 1 1/2" = 1'-0"
KEY: N
P
Q
R
S
S.3
T
T.7
N
U
P
Q
R
S
S.3
T
T.7
U
0.7
EXISTING
0.7 DEMO
C EXIST COLUMN & PIER. REMOVE COLUMN CURB @ INTERIOR TO FLUSH w/ COLUMN BASE PLATE
5
10'-0" TO SLAB EDGE
A-F201 NEW SLAB & TURNDOWN
1 **CAREFULLY REMOVE & STORE EXISTING CORTEN METAL PANELS, ATTACHMENT ANGLES, & FASTENERS FOR RE-USE IN PROJECT.
SEE FLOOR PLAN FOR EXTENT OF 1'-1" DRIVEWAY AND DUMPSTER PAD
DEMO EXIST WALL EXIST SLAB TO REMAIN
ALIGN 1'-1"
1'-1" F.V.
1
+683'-11 3/4"
PROTECT/SAVE MET PNLS
REMOVE & RELOCATE EXISTING TELECOM EQUIPMENT WITHIN ADJACENT MITCHELL SUITE DEMO EXIST SLAB
DEMO SOFFIT ABV TO EXTENTS OF NEW INTERIOR SPACE
2
2
14
B
+683'-11 3/4" +684'
CUT EXISTING WALL TO 2' BELOW FIN FLOOR
9
14
9
A-F201
1/4"
A-F201
A-F201
REMOVE EXISTING SHOWER, LAV, TILE & MILLWORK
3 14
RECONFIGURE EXIST INLET. SEE PLAN FOR INSTRUCTIONS
A-F201 DEMO EXIST EXTERIOR WALL PROTECT/SAVE MET PNLS
4
1'-1"
4
REMOVE EXISTING STAIR, RAMP & PORTION OF EXTERIOR SLAB
DEMO EXIST SLAB CUT FOUNDATION WALLS TO 682'
3
EXIST SLAB TO REMAIN
NEW SLAB
DEMO EXIST'G WALL
A-F201
DEMOLISH INTERIOR WALLS, STORAGE FENCES & FINISHES
10'-0"
A-F201
EXIST'G FOOTING BELOW
9'-8" 4" TO SLAB EDGE
7
5 A-F201 DEMO EXISTING MAIL SLOTS
5
DEMO SLAB FOR SHOWER SLOPE
5
EXISTING FOUNDATION IS ASSUMED. F.V. & NOTIFY ARCHITECT OF DISCREPENCIES
CONSTRUCTION DOCUMENTS DESCRIPTION
6
6
01/16/2013 ISSUE DATE
MITCHELL INVESTMENT
A
CURRENT DRAWING SET:
SHEET:
FITNESS EXISTING & DEMO PLANS
4
FITNESS PLANFOUNDATION-LVL1 1/8" = 1'-0"
1
FITNESS PLAN - DEMO - LVL1 1/8" = 1'-0" C:\Users\hrobinson\Documents\A_1760_Renov1B_Central_hrobinson.rvt
A-F100 1/16/2013 4:47:52 PM
1
2
3
4
5
6
7
8
WALL BYND
DOOR
EXISTING
WOOD PLANKS ON 3/4" PLYWOOD
2 1
F
DECORATIVE SMOOTH PEBBLES: 4" BLACK SMOOTH PEBBLE (PRODUCT AVAILABLE THROUGH MS INTERNATIONAL, INC.) OVER #57 CRUSHED LIMESTONE
KEY
SINGLE HOLLYWOOD BEVEL THRESHOLD 4x36x3/4" IN THASSOS WHITE BY DALTILE OR EQUIVALENT. SLOPE MAX 1:2 WITH MAX 1/2" RISE.
4"
TILE
1 1/2"
SLOPE< 1:20 MAX
SMOOTH PEBBLES
DRY STACKED STONE
ASI 6
N
P
BASE:
MISC:
BOULDERS: ALABAMA WHOLESALE STONE #31 THICK MOSS ROCK (TO MATCH MOSS ROCK ON SLOPE AT LEVEL ONE NORTH ENTRY)
TILE: PORCELAIN AT FITNESS: MANUFACTURER: CERAMICHE CAESAR LINE: SUPREME COLOR: PIETRA DI VALMALENCO SIZE: 3x12x3/8" BULLNOSE
SOLID SURFACE COUNTERTOP WITH WASH BASIN: DUPONT CORIAN VANITY TOP & BOWLS COLOR: ARCTIC ICE
INTERIOR FINISHES
WOOD: 6" CHERRY WOOD BASE STAINED TO MATCH EXISTING
FLOOR:
WALL:
TILE: PORCELAIN FLOOR TILE AT LOCKERS MANUFACTURER: CERAMICHE CAESAR LINE: SUPREME COLOR: PIETRA DI VALMALENCO SIZE: 12x24x3/8" THIN SET TYPICAL; MUD SET IN SHOWERS.
WALL TILE: PORCELAIN TILE MANUFACTURER: ARTISTIC TILE LINE: IRONWORKS COLLECTION COLOR: COPPER GLAZE SIZE: 12x24x3/8"
R
S
B.L. Harbert International 820 Shades Creek Parkway Birmingham, Alabama 35209
LANDSCAPE ALLOWANCE: $8000 (INCLUDES SOIL AMENDENTS, TOPSOIL AND PLANTING AREA +/-3600SF)
GA PROJECT # 1760-RENOV1B GIATTINA AYCOCK ARCHITECTURE STUDIO INC.
WOOD PANELS: 3/4" PLAIN SLICED CHERRY VENEER WOOD PANEL STAINED TO MATCH EXISTING. HANG ON 3/4" PLYWOOD OR 3/4" THICK WOOD STRIPS w/ Z-CLIPS.
WOOD: AT FITNESS 3/4" QUARTER SAWN BRAZILIAN CHERRY PLANKS ON 3/4" PLYWOOD THREE COAT CLEAR POLYURATHAN FINISH
Q
SOLID SURFACE SHOWER WALLS: DUPONT CORIAN: ARCTIC ICE
PGB: PRIMER PLUS 2 COATS EGGSHELL ACRYLIC ENAMEL; TOP LINE BENJAMIN MOORE, SHERWIN WILLIAMS, OR EQ.
CPT: REPLACE ENTIRE PUBLIC CORRIDOR ON LEVEL 1 CONSTANTINE MODULAR, STYLE: PULSE C47200, COLOR: PHASE C472 V120
THRESHOLD AT LOCKER ROOMS 3" = 1'-0"
3
820 BUILDING RENOVATION PHASE 1B
HARDSCAPE:
3/8" TILE ON THIN SET BED
S.3
T
T.7
1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
U
90'-0" 5'-0"
15'-0"
20'-0"
15'-0"
E
5'-0"
15'-0"
15'-0"
5'-0"
690
LEVEL 03 ABOVE
0.7 1
5'-0"
A-F201
+687 STAMP:
LEVEL 02 ABOVE
1
A-F201 ASI -2 NEW LANDSCAPED SLOPE
+686
DRY STACKED BOULDERS: TOP OF WALL +/-686'-2"
10'-0" TO SLAB EDGE
D
1'-0"
C.O.
9'-0"
FL=682.5' (SLOPE 6" OVER LENGTH)
15'-0"
HOLD 1/2" FROM EXISTING WALL
68 5. 0
+685
3'-6"
686'
A6
SMOOTH PEBBLES
A-F202
1'-1"
EXIST'G
685
NEW SLAB
ASI 2
EQ
SPANDREL
EQ
2
8"
SPANDREL
684.5
MIRROR
MIRROR
F103
9 A-F401
7 A2 A1
A-F302
A-F302 TOWEL SHELVES ASI 6
4 A-F401
A-F302
A-F302
15 A-F401
SHOWER F101B
18" MIN CLR
SHOWER F101C
WD
18" MIN CLR
8'-8"
MAILBOX SYSTEM & MILLWORK
C1
ASI 7
+684
TILE 109
SLOPE
SLOPE
2'-4"
D1
A2
D4
5'-0" CLR
SHOWER
Spandrel 5'-0"
Spandrel 5'-0"
Spandrel
A-F202
6" CURB
A-F302 D2 D3
6 1/8"
A-F302
8'-6"
683.0 4
+683.96'
5'-0"
11 A1 A-F202
F102C
A-F201
A3 A-F202
CONFERENCE
3 CURB SLOPES TO FLUSH w/ SLAB. SEE 1/A-F203
C109
BREAK
A-F201 REVISIONS & PREVIOUS DRAWING SETS Rev. No. Description ADD 1 ADDENDUM 1 ASI 2 JAMB DETAIL & CLNG DIFFUSERS ASI 6 SHOWERHEAD & THRESHOLD CLARIFICATION ASI 7 SPANDREL GLASS ASI 8 MILLWORK, DOORS, CEILING
C110
1'-5 1/4"
4'-8"
TILE BENCH
5
LOCKERS (8) F102
42'-8" F.V. ASSUMED EXISTING. NOTIFY ARCH 2 OF DISCREPENCY CORRIDOR
F102B
10'-0"
F104
SPILL @ GRADE; FL=681; LOOSE LAY MOSS ROCK AT PIPE DISCHARGE TO STABILIZE AND HIDE
Date 2/25/13 4/15/13 06/14/13 06/20/13 06/25/13
ALIGN C101
FOYER C101
CURRENT DRAWING SET:
CONSTRUCTION DOCUMENTS
+682
DESCRIPTION
01/16/2013
A-F301
ISSUE DATE SHEET:
6 MECHANICAL EQUIPMENT ROOM 1
+683
LAVS
CPT
CPT
F101
SHOWER
NEW GYP BD WALL; PROTECT EXISTING FLOOR HEATERS
MILLWORK
F102
5'-1"
10 A-F401
SOUND ATTENUATION BLANKET IN ALL LOCKER ROOM WALLS TO DECK. SEE CEILING PLAN FOR WALLS TO DECK
F102B
LOCKER(M)
F101
5'-0" CLR
+683.75
CPT
A
CPT
7 A-F401
3
EXIST
EXIST
A-F301 B4
1'-6"
F102A
4'-6 3/4"
LOCKER(W)
4'-0"
TOILET
4"
A-F302
5'-0" CLR
ALIGN NEW MOP SINK IN REVISED JAN CLOSET. SEE PLUMBING
2'-10" MIRROR
SLOPE 1:20
2'-6" MIRROR
5'-0" MIN
TILE
2'-6"
JAN F110
4'-0"
5'-0" MIN
5'-6" CLR
2'-4"
6
3
2'-10" CLR
F3
MILLWORK ELEV
ALIGN
ASI 8
SLOPE
F101A
F6
A-F302 F2
5'-0" CLR
TOILET
F5
F101B
SLOPE
A-F302
F102A
SLOPE 1:20 TILE
2'-4"
7'-6"
2'-4 3/4"
SPANDREL
6 1/8"
F101A
F1 5'-10" CLR
2 1'-6"
F104
1 A-F202
PATCH EXIST ASPHALT
+683.25
WD
WD
5-2" CLR
B1
EWC
LOCKERS LAVS 5'-1"
CORRIDOR
14 A-F401
ALIGN
MIRROR
TILE BENCH
B
WOOD FLOOR
6 A-F401
5'-2" CLR
EXIST STONE PAVERS
PGB
ASI 8
FED EX BOX NIC
NEW CONC APRON
+684
8'-0"
LEVEL 2 ABV
+683.96'
6" CONC ON 6" CRUSHED STONE BASE. #3 @ 16" O.C. EA WAY
12'-0"
F100
NEW 8" SOLID ADS N-12 PVC PIPE @ 2% IN GRAVEL TRENCH WRAP WITH MARAFI FABRIC LEVEL 03 ABOVE
FITNESS
PE O L S
EXIST 7x7' DUMPSTER METAL PANELS
1
10'-0"
B1 A-F203
5%
Spandrel
D1
F103
+683.62
A-F203
WEATHERED METAL PANEL GATE. ALIGN CENTER w/ MULLIONS ABOVE @ LEVEL 02
PGB
A-F301 F5
2% SLOPE
8"
LEVEL 3 ABV
D5
Room
BLIND STORM MANHOLE w/ FLAT TOP. TOP=683' FL OUT= 675.39 (EXIST'G) FL IN 10" DIP= 678.06 (EXIST'G) INDICATE NEW LOCATION ON NEW SLAB FOR FUTURE MAINTENANCE.
EXPOSED CONC
EXISTING DRAIN RISER ASSUMED ABANDONED - VERIFY -AND NOTIFY ARCHITECT OF ANY LIVE CONNECTIONS FOUND. REMOVE ALL INACTIVE VERTICAL AND HORIZONTAL SECTIONS
ELEC RACK FOR FITNESS EQUIP. CONFIRM LOCATION WITH OWNER
WOOD
C
8"
14'-4" 14'-3"
10
NEW DECORATIVE SMOOTH PEBBLES
A-F201
BOLLARDS & TS BUMPER METAL PANELS
F1
C1 A-F203
CPT
C6 A-F202
PGB
684.0'
5 A-F203
WOOD
3 A-F203
FITNESS FLOOR PLAN +681
116
1
A-F101
FITNESS PLAN - LEVEL 01 TOP OF SLAB = 684' 1/4" = 1'-0" C:\Users\hrobinson\Documents\A_1760_Renov1B_Central_hrobinson.rvt
6/25/2013 7:38:14 PM
1
2
3
4
5
6
7
4
8
820 BUILDING RENOVATION PHASE 1B
S
EXIST EXTERIOR SOFFIT
W21
ASI 6
PGB- ALIGN w/ BOTTOM OF NEW STOREFRONT DOOR MULLION
B.L. Harbert International
LINEAR PENDANT LIGHT FIXTURE w/ BLACK HOUSING- SEE ELEC
820 Shades Creek Parkway Birmingham, Alabama 35209
ALUM CLOSURE (BLACK) ATTACH TO WOOD FURRING HOLD T BACK TO ATTACH
CEILING SHOWER FIXTURE. OVERLAP CUT TILES. CONSULT MNFR DRAWINGS FOR REQ'D DIMENSIONS & INSTALLATION LATICRETE SHOWER SYSTEM LESS MORTAR BED.
7
2X2' TEE SUSPENSION SYSTEM- TYP
6" OVERLAP
PGB CEILING
T FRAME & GYP WALL BYND
CLNG SHOWER FIXTURE 3" = 1'-0"
GA PROJECT # 1760-RENOV1B GIATTINA AYCOCK ARCHITECTURE STUDIO INC.
1'-0"
F
1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
SUSPENDED WOOD CEILING 4"
ACT SUSPENSION SYSTEM w/ EDGE TRIM
SUSPENDED WOOD CEILING- 8'10" A.F.F.
4"
PGB CLNG - 8'4" A.F.F.
5
E N
SECT-CLNG @ CORRIDOR1 1 1/2" = 1'-0"
P
6
SECT-CLNG @ CORRIDOR2 1 1/2" = 1'-0"
Q
3
R
S
SECT @ WOOD CEILING LIGHT FIXTURE 1 1/2" = 1'-0"
S.3
4
SECT @ FITNESS SOFFIT 1 1/2" = 1'-0"
T
T.7
U.3
U
STAMP: KEY
1 EXISTING
GENERAL ALL DUCTS, PIPING, JOISTS, AND MISC ABOVE WOOD CEILING TO BE PAINTED MATTE BLACK FINISHES:
WALLS TO DECK
CEILING: TILE SOFFIT AT LOCKERS: SEE WALL TILE
EXISTING EXTERIOR CAN LIGHT LAMPS TO REMAIN
WOOD CEILING
WOOD: (CLASS C) -AT FITNESS
PENDANT LIGHT FIXTURES EXIST'G
D
PRICE BOTH OPTIONS 1 AND 2 FOR OWNER/ARCH REVIEW. INCLUDE MATERIAL, FRAMING, INSTALL+ LABOR. INTENT IS TO HAVE NO JOINTS ALONG LENGTH OF BOARDS. BOARDS MAY RUN EITHER NORTH-SOUTH OR EAST-WEST TO ELIMINATE JOINTS, MINIMIZE WASTE AND REDUCE COST.
EXIST'G SOFFIT TO REMAIN PATCH AS REQ'D & PAINT COMPLETE SOFFIT
RECESSED DOWN LIGHTS 2X4' LIGHT FIXTURE- SEE ELEC 15'-0"
RETURN GRILLE
20'-0"
15'-0"
20'-0"
15'-0"
10'-0"
E6
SUPPLY REGISTER
A-F202
2
7'-8"
6'-8"
6'-8"
C
6'-8"
6'-8"
6'-8"
6'-8"
OPTION2) MANUFACTURER: ARMSTRONG LINE: WOODWORKS GRILLE w/ BACKER ASSEMBLY SIZE: 1'x8' STANDARD & CUT IN FIELD TO WIDTH OF CEILING SECTIONS SHOWN (VARIES 6'-8" TO 7'-8") BLADE: 8 GRILLE MEMBERS/LINEAR FOOT;1 7/8" DEEP w/ BACKER FINISH: LIGHT CHERRY FINISH SUSPENSION SYSTEM: ARMSTRONG PRELUDE XL IN BLACK
6'-8" EXAUST VENT. CONNECT ABV SOFFIT THROUGH EXIST C-CHANNEL. TIE STRUCTURE TO DECK ABOVE w/ HANGERS
E1
13'-10 3/4"
7'-6"
3 A-F203 A-F102
WOOD CEILING 8'-10" A.F.F.
3
EQ
EQ
PGB: PRIMER PLUS 2 COATS FLAT LATEX; TOP LINE BENJAMIN MOORE, SHERWIN WILLIAMS, OR EQ. ACT - REPLACE ENTIRE PUBLIC CORRIDOR ON LEVEL ONE: 2'x2'x3/4"ULTIMA BEVELED TEGULAR CEILING TILE BY ARMSTRONG OR EQ. HANG w/ 9/16" INTERLUDE SUSPENSION SYSTEM; 4" AXIOM CLASSIC TRIM @ ALL EXPOSED EDGES
4"
1'-2"
OPTION 1) MANUFACTURER: 9WOOD LINE: 1100 CROSS PIECE GRILLE SPECIES/FINISH: SOLID WESTERN HEMLOCK w/ DARK CHERRY STAIN SIZE: CUSTOM; 1' WIDE x LENGHTH OF CEILING +/13' (VERIFY) BLADE: 8 GRILLE MEMBERS/LINEAR FOOT; 5/8"x1 3/8" (1112-8) SUSPENSION SYSTEM: ARMSTRONG PRELUDE XL IN BLACK OR EQ
1'-2"
PLASTER 9' - 2" A.F.F.
2X2' ACCESS PANEL
EQ
CJ
EQ
EQ EQ
EQ
EQ
EQ
EQ
ASI 8
A-F102
CJ
EQ
1'-2" C3
6
COVE LIGHT
EQ
PATCH EXIST CEILING AS REQ'D FOR NEW MECHANICAL WORK
PGB 8' - 4" A.F.F.
A-F102
+/- 8'-8 1/2" AFF COORD w/ DOOR HARDWARE
EQ
EQ
4
A-F202
4 2'-0"
5"
EQ
EQ
REVISIONS & PREVIOUS DRAWING SETS
1'-6"
PGB 9' - 0" A.F.F.
EQ EQ
Rev. No. Description ADD 1 ADDENDUM 1 ASI 6 SHOWERHEAD & THRESHOLD CLARIFICATION ASI 8 MILLWORK, DOORS, CEILING
EXIST'G SOFFIT TO REMAIN
3"
Date 2/25/13 06/14/13 06/25/13
TILE SOFFIT 7' - 8" A.F.F.
CJ
2'-0"
6" 6"
EQ EQ
PGB 9' - 0" A.F.F. 1'-6"
1'-3"1'-0"
A-F102
6" 6"
COVE LIGHT
ASI 6
EQ EQ
EQEQ
1'-6"
CJ
4'-3"
1'-6"
2'-0"
1'-6"
1'-6"
6" 6"
ASI 8
RECESSED DOWN LIGHTS. CENTER ON WOOD PANELS. SEE ELEC
5
3" 1'-0" TYP
3"
PGB 9' - 0" A.F.F.
TILE SOFFIT 7' - 8" A.F.F.
1'-0" 1'-0" 1'-0" 3"
B
1'-6" 1'-0"
5
CURRENT DRAWING SET:
CONSTRUCTION DOCUMENTS 2' x 2' ACT System 8' - 0" A.F.F.
A
DESCRIPTION
NEW DOWNLIGHTS. ALIGN w/ EXISTING WALL SCONCES
01/16/2013
EXISTING WALL SCONCES TO REMAIN. RE-ALIGN EXISTING DOWNLIGHTS w/ SCONCES
ISSUE DATE SHEET:
6
1
FITNESS CEILING PLAN
A-F102
FITNESS CLNG PLAN - LVL 01 1/4" = 1'-0" C:\Users\hrobinson\Documents\A_1760_Renov1B_Central_hrobinson.rvt
6/25/2013 7:37:45 PM
1
2 5
3
4
4
5
2
3
1
6
7
8
820 BUILDING RENOVATION PHASE 1B
0.7
ROOF 721' - 2 1/8"
STABILIZE SLOPE WITH BOULDERS TO MATCH EXISTING AT COURTYARD
2 EXPANSION JOINT WITH SEALANT ON BACKER ROD
F
WWR ASTM A185 -LAP 6" TYP (3) #5's CONTIN TYP #3's @36oc TYP
1'-1"
TURN DOWN 12" BELOW ADJACENT GRADE TYP
B.L. Harbert International
4" DEPTH DECORATIVE GRAVEL ON 8" DEPTH OF # 57 WASHED RIVER GRAVEL
4"
1'-0 1/2"
820 Shades Creek Parkway Birmingham, Alabama 35209 GA PROJECT # 1760-RENOV1B
1'-0"
8"
8"
4"
4"
1/2"
TYP REINFORCING
1'-0"
1"
1'-0"
GIATTINA AYCOCK ARCHITECTURE STUDIO INC.
LEVEL 03 708' - 4"
14
4" PERFORATED PIPE WRAP W/FILTER FABRIC
SECT NEW @ DRIVEWAY 3/4" = 1'-0"
1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
LINE TRENCH W/ MIRAFI 140N NON WOVEN FILTER FABRIC AND CONTINUE UNDER BOULDERS; ATTACH TO SLAB EDGE AND STAKE AT TOP OF UPPER TRENCH VAPOR BARRIOR - ATTACH TO OUTSIDE EDGE OF SLAB
5
TYP SECTION - NEW SLAB AT NORTH SLOPE 3/4" = 1'-0"
E BOND BREAKER AT EXIST SLAB #4 @ 16" O.C. 6" INTO EXIST SLAB
4
LEVEL 02 696' - 2"
S STAMP:
LEVEL 01 684' - 0"
6"
EXISTING GRADE 1'-0"
LEGEND
6" #57 DRAINAGE FILL
EXISTING
VAPOR BARRIER ATTACH TO EDGE OF EXISTING SLAB
T.O. EX FOOTING: 687.5'
D
6" #57 DRAINAGE FILL
2'-0"
8"
1'-0"
4"
4"
TYPICAL SLAB AND REINFORCING
DEMO EXIST'G SLAB. CUT DOWN EXIST'G FOUNDATION WALL 2' BELOW FINISH FLOOR.
+/-686'
CRUSHED LIMESTONE
EARTH
CONCRETE
LEVEL 01 684' - 0"
9 5 A-F201
A8 A-F202
C1
4
1
3
A-F202
1
A-F203
7
SECT @ EXISTING FOUNDATION WALL 3/4" = 1'-0"
NS SECTION 1/4" = 1'-0"
2
2
SECT @ EXISTING FOUNDATION 3/4" = 1'-0"
3
3 1/2"
4
EXISTING COLUMN ANGLE
LEVEL 02 696' - 2"
C
WEATHERED METAL PANEL GATE & COLUMNS
RUBBER GASKET
12'-2"
SPANDREL
9'-2 3/8"
ALIGN MULLIONS
METAL PANELS
ALIGN MULLIONS
METAL PANELS
SPANDREL
GATE TS FRAMING BEHIND
ALIGN MULLIONS
ALIGN
T FRAME SANDWICH
STEEL ANGLE
12 A-F201
B 3
U
T.7
T
S.3
S
Sim
EXT ELEVATION - EAST 1/4" = 1'-0"
10
R
4"
LEVEL 01 684' - 0"
1
A8
A-F201
A-F202
EXT ELEVATION - WEST 1/4" = 1'-0"
12
5
Q
P
EXTERIOR ELEV @ COL 3" = 1'-0"
T.7
REVISIONS & PREVIOUS DRAWING SETS Rev. No. Description ADD 1 ADDENDUM 1 ASI 2 JAMB DETAIL & CLNG DIFFUSERS
Date 2/25/13 4/15/13
U
A-F102
LEVEL 02 696' - 2" CURRENT DRAWING SET:
A
METAL PANEL (BEYOND)
SPANDREL
SPANDREL
5 A-F201
2
EXT ELEVATION - NORTH 1/4" = 1'-0"
DESCRIPTION
12'-2"
+/- 9'-2 3/8" SLAB TO SOFFIT - VERIFY
ASI 2
METAL PANEL (BEYOND)
CONSTRUCTION DOCUMENTS 01/16/2013 ISSUE DATE EXPANSION JOINT SHEET:
NEW CONC CURB. TAPER UP TO 6"
EXTERIOR ELEVATIONS LEVEL 01 684' - 0"
11
A-F201
EXT ELEVATION- SOUTH 1/4" = 1'-0" C:\Users\hrobinson\Documents\A_1760_Renov1B_Central_hrobinson.rvt
4/15/2013 11:28:38 AM
1
2
3
4
U
5
6
7
8
2
LEVEL 02 696' - 2" 3" X 3" STL ANGLE HANGER @ 3' O.C. & @ EACH SIDE OF DUCT SUPPLY DUCT
U
TREATED WOOD BLOCK
BACKER ROD & SEALANT- TYP EXIST'G W-SHAPE
LEVEL 02 696' - 2"
PATCH EXISTING SOFFIT. (ASSUMED ON 7/8" FURRING @ 16" O.C. ON 1-1/2" CHANNEL @ 4' O.C.
2'-11 1/2"
F
GIATTINA AYCOCK ARCHITECTURE STUDIO INC.
WOOD CLNG
1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
SEALANT
U
COLUMN BEYOND
4 X 3 X 1/4" STEEL ANGLE. PAINT TO MATCH EXISTING TFRAME
DEMO EXISTING SOFFIT AS REQ'D
BTM OF T FRAME +/- 8'-11" MATCH EXISTING 5" CHANNEL (EXIST)-MATCH EXISTING WHERE NEW
5/8" PGB ON 3 5/8" METAL STUDS w/ R19 BATT INSULATION. FLUSH TO COLUMN BEYOND. PAINT TO MATCH STEEL T FRAME.
E
5x1/4" CONT STEEL PLATE. ALIGN w/ EXISTING T FRAME & TOP OF CHANNEL. CONFIRM DIMS BEFORE ORDERING
COLUMN BEYOND
1/4"
E6
PGB CEILING ON METAL STUDS
HEAD - TYP EXTERIOR SECTION 3" = 1'-0" STAMP:
5/8" GYP ON 3 5/8" METAL STUD
2 MODIFIED T FRAME. CUT ONE FLANGE
ALUMINUM FLASHING. LAP JOINTS 3" BED IN SEALANT END DAM AT CORNERS.
ALUMINUM STOREFRONT & DOOR
+/- 8'-11" 8'-11w/ 1/8" F.V. - ALIGN ADJACENT EXISTING T-FRAME
FRY REGLET "Z" REVEAL MOLDING. PAINT TO MATCH STOREFRONT.
A-F203 8'-9"
BACKER ROD & SEALANT JOINT- TYP ALUMINUM STOREFRONT DOOR
ALUMINUM STOREFRONT DOOR HEAD
GASKET
5 1/4"
1
STOREFRONT DOOR @ JAMB
1/4" 3 1/2"
1. STOREFRONT FRAME AT EAST DOOR: KAWNEER TRIFAB VG 451-T FLUOROPOLYMER COATING PER AAMA 2604; PERMADIZE 789G013 DARK BRONZE OR EQUAL TO MATCH EXIST. EXTERIOR PTD STL WINDOW FRAMES. 2. TYPICAL EXTERIOR VISION GLASS: 1" INSULATED OUTDOOR LITE: 1/4" BRONZE HS 1/2" AIR SPACE INDOOR LITE: 1/4" CLEAR FULLY TEMPERED PROVIDE SAFTETY GLAZING LABELING
1/2" RIGID INSULATION
3" = 1'-0"
1/2x1/2" COLD ROLLED STL CHANNEL (JULIUS BLUM & CO #4730 OR EQ)
2 ALUMINUM THRESHOLD IN SEALANT BED
LEVEL 02 696' - 2"
EDGE OF SLAB & EXPANSION JOINT
7 3/4" TYP
EXTERIOR WALL NOTES:
SEALANT- TYP
SLAB ON GRADE
EXPANSION JOINT
1'-1"
PAINTED T FRAME SANDWICH
MODIFIED T FRAME. CUT ONE FLANGE
A2
1" INSULATED GLASS
EDGE OF SLAB
PGB CEILING +/- 8'-8 1/2" FLUSH TO DOOR FRAME
3 1/2"
C3 A-F202
3. SPANDREL GLASS: SAME AS VISION GLASS W/ CERAMIC COATING ON #4 SURFACE.
3 1/2"
4. AIR BARRIER: GRACE PERMA-BARRIER VPS SELF ADHERING SHEET MEMBRANE
EXISTING COLUMN
5. SHEATING: 5/8" DENSGLAS FIBERGLASS MATT GYPSUM SHEATHING
CARPET CONC DRIVE
LEVEL 01 684' - 0"
Q
E6 A-F202
LEVEL 01 684' - 0"
8. VERIFY ALL DIMENSIONS INTENT IS TO ALIGN w/ EXISTING CONSTRUCITON
3/4" = 1'-0"
C3
HEAD & SILL @ EAST ENTRY 3" = 1'-0"
ALUMINUM STOREFRONT & DOOR
5/8" PGB ON 3 5/8"" MTL STUD
MODIFIED T FRAME. REMOVE ONE FLANGE
3x2 1/2x1/4" STEEL ANGLE
U T FRAME BYND
BACKER ROD & SEALANT - TYP 5/8" GYP ON 1-5/8" METAL STUDS. FILL WITH INSULATION. ALIGN w/ CORRIDOR FINISH PAINTED T FRAME SANDWICH SYSTEM TO MATCH EXISTING
3 1/2"
GASKET & 1" INSULATED GLASS
8 3/4" +/- 3 1/4"
8 3/4"
GASKET & 1" INSULATED GLASS
BOTTOM OF STL PLATE. F.V. ALIGN PLATE w/ ADJACENT EXIST T-FRAME
1/4"
8'-11"
PAINTED T FRAME SANDWICH SYSTEM TO MATCH EXISTING
+/- 8'-7" STOREFRONT RO - VERIFY
2 1/4"
5/8" GYP ON 3-5/8" METAL STUDS
2" DEPRESSION IN SLAB
EXISTING EXTERIOR SOFFIT
C6
3" = 1'-0"
2 1/4" TYP
ELEC RACEWAY (NORTH WALL) FINISH & OUTLETS TO MATCH T FRAME
STEEL WINDOW T FRAME SANDWICH TO BE PROVIDED BY SINGLE SOURCE. COORDINATE DIMENSIONS & TOLERANCES BETWEEN GLAZING GASKET AND FRAME SANDWICH. T FRAME BEYOND 3 1/2"
1" INSULATED GLASS COLUMN BEYOND
1"
SL-2752 GASKET (GRIFFITH RUBBER.COM TOM PURVIS 419-394-0137) WEEP TO EXTERIOR PAINTED T FRAME TO MATCH EXISTING (ASSUMED WT4x9- VERIFY EXISTING DIMS BEFORE ORDERING) MITER CORNERS. WELD & GRIND SMOOTH 5x3x1/4" STEEL ANGLE. CONT COLUMN TO COLUMN
COLUMN BEYOND WOOD BASE BEYOND
4
4
10GA PAINTED STEEL. DRILL HOLES @ 10" O.C. PLUG WELD TO CHANNEL & GRIND SMOOTH
ALIGN CONT WELD & GRIND SMOOTH
A6 A-F202
3x2 1/2x1/4" STEEL ANGLE
1/2x1/2" COLD ROLLED STEEL CHANNEL (JULIUS BLUM & CO #4730 OR EQ) 3 1/2"
10"
EXIST STRUCTURAL COLUMN
2" SLAB DEPRESSION
3 1/2"
1 3/4" 1 3/4"
3x3x3/8" CONT ANGLE w/ 1/2"DIA x 4" LONG EMBEDED HEADED STUD ANCHORS @ 18" O.C. REF PLANS FOR EXTENT OF NEW/EXISTING SLAB
LEVEL 01 684' - 0"
LEVEL 01 684' - 0"
EDGE OF SLAB
11"
1'-1"
1/2" RIGID INSULATION
3 1/2"
10" X 1/4" CONT STL PLATE. WELD TO COLUMN
EXIST T-FRAME
A
JAMB- PLAN- TYP T FRAME @ COLUMN
MATCH EXISTING +/- 4"
4 1/2" +/MIN DIM TO FLUSH OUT w/ FINISH ALONG COL LINE 4
SHIM
LINE OF ACT CLNG ABV
EDGE OF SLAB
F-SECT-DOOR @ EAST ENTRY
BASE BEYOND
B
A1
3" = 1'-0"
A3
STOREFRONT DOOR @ OUTSIDE COLUMN 3" = 1'-0"
CURRENT DRAWING SET:
CONSTRUCTION DOCUMENTS DESCRIPTION
01/16/2013 ISSUE DATE SHEET:
EXTERIOR WALL SECTIONS & DETAILS
EDGE OF SLAB
CURTAIN WALL @ EXISTING GLAZING-INSIDE CORNER
6. INSULATION: MIN R-15 UNFACED BATT INSULATION 7. GYPSUM BOARD: 5/8: PAPERLESS AT ALL EXTERIOR WALLS
3 1/2"
C
820 Shades Creek Parkway Birmingham, Alabama 35209
5/8" GYP ON 3-5/8" METAL STUDS
EXISTING EXPOSED STRUCTURAL STEEL
C1
B.L. Harbert International GA PROJECT # 1760-RENOV1B
EXIST'G 10" CHANNEL
D
820 BUILDING RENOVATION PHASE 1B
A8
TYP EXTERIOR SECTION 3/4" = 1'-0"
A6
A-F202
SILL- TYP EXTERIOR SECTION 3" = 1'-0" C:\Users\hrobinson\Documents\A_1760_Renov1B_Central_hrobinson.rvt
1/16/2013 4:48:43 PM
1
2
3
4
5
6
7
8
LEVEL 02 696' - 2"
P EDGE OF SLAB 3 1/2"
3 1/2"
2" DEPRESSION
F
U
3 X 3 X 1/4" X 1' LONG ANGLE w/ (2) 3/8" DIA. EPOXY SET ANCHORS. DRILL INTO SLAB APPROX 3-1/2"
EXISTING COLUMN BYND
EXISTING W-SHAPE 1'-0"
3x2 1/2x1/4" STEEL ANGLE
SEALANT ON BACKER RODTYP.
3 X 3 X 1/4" X 1' LONG ANGLE w/ (2) 3/8" DIA. EPOXY SET ANCHORS. DRILL INTO SLAB APPROX 3 1/2"
5" STL CHANNEL. MATCH EXIST'G. SUSPEND FROM EXIST DECK w/ 3X3" STEEL ANGLE HANGERS 3' O.C.
T FRAME TO MATCH EXISTING
820 BUILDING RENOVATION PHASE 1B B.L. Harbert International
3x3x1/4" ANGLE 3' O.C.
820 Shades Creek Parkway Birmingham, Alabama 35209
EXISTING 10" CHANNEL & EXTERIOR SOFFIT
GA PROJECT # 1760-RENOV1B
3x3" STEEL ANGLE HANGERS 3' O.C.
EXIST'G STUCCO SOFFIT RUBBER GASKET
GIATTINA AYCOCK ARCHITECTURE STUDIO INC.
6 1/2x1/4" STEEL PLATE
2
TUBE STEEL COLUMN BEYOND. WELD TO STEEL PLATES ABOVE & BELOW
1" INSULATED GLASS
9"
1/2x1/2" COLD ROLLED STL CHANNEL
CONT STEEL PLATE
10GA PAINTED STEEL ON 1/2" RIGID INSULATION
T FRAME TO MATCH EXISTING
2
BTM OF T FRAME +/- 8'-11"
WOOD BASE BELOW
E
SECT-HEAD @ATTACHMENT TO DECK
6 1/2x1/4" CONT STEEL PLATE TOP OF GATE ALIGN w/ TOP OF PLATE ON ADJACENT STOREFRONT STEEL FRAME
3" = 1'-0"
5/8" GYP ON 2-1/2" METAL STUD. FILL w/ INSULATION LINE OF WOOD CEILING ABOVE
3 1/2"
1/4"
8 1/2"
2"
5
1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
DTL-PLAN-CURTAIN WALL @ INTERMEDIATE FRAME
E1
3" = 1'-0"
EXIST'G WEATHERED METAL PANEL, BENT PLATE, AND FASTENERS RELOCATED
EXISTING WEATHERED STEEL PANEL, BENT PLATE, & FASTENER
5/8" GYP 3-5/8" METAL STUDS w/ INSULATION
2 X 2 X 1/4" TUBE STEEL STILE & RAIL. WELD & GRIND SMOOTH. PAINT TO MATCH EXISTING T-FRAME
SECT-HEAD @ EAST WALL w/ METAL PANELS
SECT-HEAD @ DUMPSTER SCREEN- SILL SIM
E3
3" = 1'-0"
3" = 1'-0"
STAMP:
2X2" PAINTED STEEL ANGLE
U 10' TO COLUMN ALIGN w/ FACE OF T.S. SILL
D
2" DEPRESSION
5/8" GYP SHEATHING
T.7
U
AIR/WATER BARRIER
EXISTING COLUMN
5"
5/8" GYP ON 3 5/8" STUD w/ INSULATION
3" = 1'-0"
6x6x1/4" STL PLATE- (4) 1/2" DIA BOLTS EPOXY SET 4" INTO SLAB 2"
3
2
EDGE OF SLAB EDGE OF SLAB EXPANSION JOINT EDGE OF SLAB
DTL-PLAN-CURTAIN WALL COLUMN CORNER
TERMINATION BAR
2% MIN SLOPE
3 3/8"
C
+/- 3/4"
2 3 1/2x2 1/2x1/4" STEEL ANGLES
LEVEL 01 684' - 0"
4'-1 1/4"
E3 A-F203
HEAVY DUTY FULL MORTISE CONT HINGE VERIFY GATE WEIGHT
WELD CORNERS GRIND SMOOTH
1/4"
STEEL T FRAME TO MATCH EXISTING
T FRAME SANDWICH SYSTEM 3 1/2"
EXISTING WEATHERED METAL PANEL RELOCATED
3"
CORTEN FLASHING. SHAPE TO MATCH EXISTING
LEVEL 02 696' - 2"
3x3x1/4" TS COLUMN. WELD TO BASE PLATE & TOP PLATE- PAINT TO MATCH EXISTING TFRAME
6 1/2x1/4" STEEL PLATE
T FRAME TO MATCH EXISTING CANE BOLTS
EXISTING WEATHERED METAL PANEL, BENT PLATE & FASTENER RELOCATED. 7X7' DUMPSTER - NIC
CENTERLINE
6 1/2"
3-5/8" METAL STUDS w/ INSULATION EXISTING WEATHERED STEEL PANEL, BENT PLATE, & FASTENER
DTL-SECT-SILL @ EAST WALL 3" = 1'-0"
C1
2x2" STEEL ANGLE
3" = 1'-0" 3 3/4"
2x2x1/4" TUBE STEEL FRAME w/ DIAGONAL BRACE. PAINT TO MATCH EXISTING T-FRAME 3/4"
EXISTING WEATHERED METAL PANEL, BENT PLATE, AND FASTENERS RELOCATED. 5/8" GYP SHEATHING
A2
STEEL T FRAME TO MATCH EXISTING
A-F203
3"
2X8X1/2" TUBE STEEL "BUMPER" WELD AT CORNERS. PAINT TO MATCH EXISTING T-FRAME TRIM
4 8'-7 1/8"
WEATHERED METAL PANEL GATE TO CONCEAL DUMPSTER
DTL-PLAN-CW & MTL PANEL @ OUTSIDE CORNER
4'-6 1/4"
5/8" GYP
B
1"
3 1/2x3-1/2x1/4" STL ANGLE
E1 A-F203
2X6" TUBE STEEL BOLLARDSFILL w/ GROUT. PAINT TO MATCH EXISTING T-FRAME TRIM. SET 3' INTO CONCRETE. - TYP OF 9 BOLLARDS
CONT WELD AND GRIND SMOOTH
2"
3 5/8" METAL STUD w/ INSULATION
3
3
6" CURB. TIE INTO EXISTING CURB AT DRIVE. TAPER TO TOP OF SLAB
3 3/4"
1/4"
A
2 1/2"
4"
EXPANSION JOINT
LEVEL 01 684' - 0"
CURRENT DRAWING SET:
CONSTRUCTION DOCUMENTS DESCRIPTION
01/16/2013 ISSUE DATE
4 A-F203
SHEET:
8 5/8"
1
SECT-EAST WALL & DUMPSTER SCREEN 3/4" = 1'-0"
B1
DTL-PLAN-MTL PANEL @ INSIDE CORNER 3" = 1'-0"
A2
F-DTL-JAMB @ GATE 3" = 1'-0" C:\Users\hrobinson\Documents\A_1760_Renov1B_Central_hrobinson.rvt
EXTERIOR WALL SECTIONS & DETAILS
A-F203 1/16/2013 4:48:52 PM
1
2
3
4
4
2
3
5
P
6
Q
7
3 A-F102
R
S
8
S.3
T
LEVEL 02 696' - 2"
F
820 BUILDING RENOVATION PHASE 1B B.L. Harbert International
WOOD CEILING
820 Shades Creek Parkway Birmingham, Alabama 35209
PGB
GA PROJECT # 1760-RENOV1B
STL T FRAME SANDWICH 5/8" GYP ON 35/8" METAL STUD
GIATTINA AYCOCK ARCHITECTURE STUDIO INC.
6" WOOD BASE
1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
LEVEL 01 684' - 0"
ELEV-FITNESS RM-WEST 1/4" = 1'-0"
F1
ELEV-FITNESS RM-NORTH 1/4" = 1'-0"
2'-6"
D5
2'-0"
MILLWORK IN CHERRY. STAIN TO MATCH ARCH SAMPLE - TYP. FLUSH OVERLAY. ONE ADJUSTABLE SHELF
3
2
S.3
S
R
4
Q
A-F102
P
A-F102
LEVEL 02 696' - 2"
EQ
EQ
EQ
EQ
EQ3
PGB @ COLUMNS
EQ
EQ
EQ
EQ
EQ
EQ2
EQ2
EQ2
WOOD PANELS
1'-0" 1'-0" 1'-0"
EQ
SOLID WOOD BASE
2'-6"
4'-8"
EQ
RELOCATE EXIST FED EX BOX
MIRROR
MIRROR
EQ3
EQ3 EXISTING
MIRROR
CHERRY WOOD
LEVEL 01 684' - 0"
6"
D
EQ3
7'-10"
EQ
STAMP:
SIGNAGE
WOOD CLNG
7'-10"
2"
E
DRINKING FOUNTAIN & CHILLED BOTTLE FILLER
A6
SECTION-STORAGE 3/4" = 1'-0"
F5
WOOD PANELS
6" SOLID WOOD BASE
MILLWORK w/ 4 SHELVES TO MATCH WOOD PANELS- TOWEL STORAGE
ELEV-FITNESS RM-EAST 1/4" = 1'-0"
D1
A6
S
S.3
T
A-F301
T.7
ELEV-FITNESS RM-SOUTH 1/4" = 1'-0"
A8
C1
A-F301
A-F202
LEVEL 02 696' - 2"
WOOD VENEER MILLWORK.
C ACT 1HR RATED CORRIDOR. SEE CLNG PLAN FOR WALLS TO DECK. SEAL ALL PUNCTURES
FED EX BOX NIC
6" SOLID WOOD BASE TO MATCH EXISTING
PGB CEILING
P
Q
R
USPS APPROVED 4C STYLE MAIL BOXES BY 2B-GLOBALMAILBOXES OR EQUAL. D2D9P2 SHOWN (2)
ELEV-CORRIDOR-NORTH 1/4" = 1'-0"
B1
N
67" MAX
PGB
B4
LEVEL 01 684' - 0"
ELEV-CORRIDOR-ENTRY-EAST 1/4" = 1'-0"
S
B ASI 9
REVISIONS & PREVIOUS DRAWING SETS
+/- 2"
MAILBOX SLOTS SEE B1 FOR DESCRIPTION
WOOD VENEER PANELS TO MATCH EXISTING
Rev. No. Description ADD 1 ADDENDUM 1 ASI 8 MILLWORK, DOORS, CEILING ASI 9 TLT DOOR SCHED & DETAILS
TENANT SIGNAGE 8'-0"
ASI 8
HARDWOOD TRIM AND BASE TO MATCH EXISTING CURRENT DRAWING SET:
LEVEL 01 684' - 0" 5/8" GYP ON MTL STUD
ELEV-CORRIDOR 109-NORTH 2 1/4" = 1'-0"
LEVEL 01 684' - 0"
3
ELEV-CORRIDOR 109-EAST 1/4" = 1'-0"
CONSTRUCTION DOCUMENTS DESCRIPTION
01/16/2013 ISSUE DATE
SOLID WOOD BASE
A
SHEET:
INT ELEVATIONS FITNESS A8
SECTION-MAILBOX 3/4" = 1'-0"
A-F301 C:\Users\hrobinson\Documents\A_1760_Renov1B_Central_hrobinson.rvt
7/17/2013 3:11:04 PM
Date 2/25/13 06/25/13 07/17/13
ADD 1
1 N
P
A1
A2
A-F302
A-F302
2
3
7
Q
4
5 6
Q
5
6
P
7 5
N
8
4
5
A-F302
A-F302
LEVEL 02 696' - 2"
2'-0"
2'-0" EQ
EQ
PGB CLNG
EQ
2'-0"
3"
2'-0"
2'-0"
EQ EQ EQ EQ EQ EQ EQ
A
ALIGN
WOOD LOCKERS (7 EQ)
A
1'-9" 2'-0" ALIGN
2'-0"
ASI 8
TOWEL HOOKS
E
WD PANELS
ASI 8
3'-5"
HARDWOOD BASE WALL TILE & BENCH TOP
ASI 2
WOOD CUBBIES
WALL TILE SOFFITS
2'-0"
2'-0"
1'-0"
J
1'-0"
G
ALIGN
C
I
3'-6"
F
820 Shades Creek Parkway Birmingham, Alabama 35209
WALL TILE
E
K
MIRROR
GA PROJECT # 1760-RENOV1B
CORIAN TILE BENCH
GIATTINA AYCOCK ARCHITECTURE STUDIO INC.
LEVEL 01 684' - 0"
7"
ASI 2
WOOD PANELS
SHOWER CURTAIN BAR
3'-4"
ADD 1
B.L. Harbert International
ASI 8
WALL TILE
B SOLID SURFACE COUNTERTOP w/ WASH BASIN
2'-0"
6'-0"
2'-0"
1'-2"
2'-0"
1'-5" 4" 1'-6"
2'-0"
1'-7"
2'-0"
3'-0"
F
2'-0"
1'-4" 1'-0"1'-0"
1'-4 1/4"
820 BUILDING RENOVATION PHASE 1B
1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
HARDWOOD BASE
F1
LOCKR RM (W)-NORTH 1/4" = 1'-0"
F2
LOCKR RM (W)-EAST 1/4" = 1'-0"
LOCKR RM (W)-SOUTH 1/4" = 1'-0"
F3
2
TOILET ROOM WEST 1/4" = 1'-0"
F5
LOCKR RM (W)-WEST 1/4" = 1'-0"
F6
ENTRY LOCKR RM (W)-WEST 1/4" = 1'-0"
6
ADD 1
A-F302
5
R
5
LOCKER ROOMS ACCESSORIES Type Mark
E
Model
Manufacturer
Description
WOOD VENEER MILLWORK & SHELVING WALL TILE
D1
LOCKR RM (M)-NORTH 1/4" = 1'-0"
EQ 3"
B 3'-6"
WOOD LOCKERS - 8EQ
EQ
C E
D
30"
1'-6"
7" HARDWOOD BASE
M I
I
M
33"
44"
ASI 2
LOCKR RM (M)-EAST 1/4" = 1'-0"
D3
LOCKR RM (M) -SOUTH 1/4" = 1'-0"
ASI 8
E F G L
WOOD CUBBIES
D2
EQ E
SOLID SURFACE COUNTERTOP w/ WASH BASIN
A
TILE TOP BENCH
EQ
EQ
ROBE HOOKS
4'-0"
EQ EQ EQ EQ EQ EQ EQ EQ
C D
WOOD PANELS
3'-4"
2'-0"
4'-0"
EQ
6"
2'-0"
3"
1'-7"
EQ
2'-0"
10"
F J
2'-0"
2'-10"
WOOD VENEER MILLWORK
3'-6"
8 1/2"
HARDWOOD BASE
1'-0" 1'-0" 1'-0"
1'-0"
1'-4" 1'-0" 1'-0" 1'-0"
6" 3'-4"
ASI 2
2'-0"
EQ
3'-6"
I
WALL TILE
H
2'-0"
3'-4"
EQ
COVE LIGHT
10"
2'-0"
2'-10"
2'-0"
1'-4" 1'-0" 1'-0"
2'-0"
3'-5"
2'-0"
1'-10"
2'-0"
3'-0"
WOOD PANELS
A B
TILE SOFFIT
PGB CEILING
D
5
D4
LOCKR RM (M)-WEST 1/4" = 1'-0"
D5
SHOWER(W)-SOUTH 1/4" = 1'-0"
5
SHOWER(W)-WEST 1/4" = 1'-0"
68574 // M
BLOMUS
POLIERT SOAP DISP 1/4" TEMPERED GLASS MIRROR UX250A-4860 A&J WASHROOM ACCESSORIES SHOWER CURTAIN ROD THERMOFORMED CORIAN SHOWER SHELF SHELF 63260 // M BLOMUS JUSTO COAT HOOK B-541 BOBRICK TOILET PAPER DISP B-270 BOBRICK WALL MOUNT WASTE RECEPTACLE HPRV-1925 S REV A SHELF PULL-OUT HAMPER DRAWER
H
B-369
BOBRICK
RECESSED TRASH
I
B-5806 x 18
BOBRICK
GRAB BAR
J
B-5806 x 36
BOBRICK
GRAB BAR
K
B-5806 x 42
BOBRICK
GRAB BAR
M
B-5806 x 48
BOBRICK
GRAB BAR
STAMP:
KEY: KEY EXISTING
CHERRY WOOD
TILE
ADD 1
1' - 0"
BULL NOSE TILE
3/8" TEMPERED GLASS SHELVES w/ STAINLESS STEEL SUPPORT SYSTEM TO BE SELECTED
1' - 0 1/8"
C
DTL-SECT-LOCKER SOFFIT 3 3" = 1'-0"
2'-4"
6"
1'-0"
2'-4"
LIGHTS - SEE ELEC 3 A-F302
WOOD PARTITION & HARDWOOD NOSING BYND
A 1'-8"
3/8" TILE ON THIN SET
7
SECTION-LOCKERS2 1 1/2" = 1'-0"
L
TILE BASE
LEVEL 01 684' - 0"
LEVEL 01 684' - 0"
6
DTL-SECT-LOCKER LAUNDRY 1 1/2" = 1'-0"
48" MAX
2'-0"
A2
SECTION-LOCKERS 3/4" = 1'-0"
A1
CONSTRUCTION DOCUMENTS DESCRIPTION
01/16/2013 CUSTOM WOOD PANEL APRON. SIM TO TOILET ROOM APRON
2'-10"
EXTENSION SLIDES & HAMPER
SOLID SURFACE COUNTERTOP w/ WASH BASIN ON 2 LAYERS OF 3/4" PLYWOOD
ISSUE DATE SHEET:
INT ELEVATIONSLOCKERS
+/- 5/8"
3/8" TILE ON THINSET BED ON 5/8" CEMENT BOARD
4"
5/8"
3 7/8"
SEALANT JOINT
H
1'-5"
WOOD PARTITION & HARDWOOD NOSING BYND
WOOS BLOCKING & SHIM
DTL-SECT-LOCKER BENCH 3" = 1'-0"
1 A-F302
Rev. No. Description ADD 1 ADDENDUM 1 ASI 2 JAMB DETAIL & CLNG DIFFUSERS ASI 8 MILLWORK, DOORS, CEILING
CURRENT DRAWING SET:
TILE BENCH ON FRAME.
BULL NOSE TILE
1
7 1/2" 3"
3" 3LB DENSITY SOUND ATTENUATION BLANKET FULL HEIGHT
10"
CEMENT BOARD ON 1-5/8" METAL STUDS
REVISIONS & PREVIOUS DRAWING SETS
1'-8"
6'-0"
3/8" TILE ON THINSET BED ON 5/8" CEMENT BOARD
B RECESSED TILE COVE
3' - 5"
10 1/4"
WOOD VENEER LOCKERS. STAIN TO MATCH WOOD PANELS. FLUSH OVERLAY, LOCKABLE, 1 SHELF, 3 HOOKS.
RECESS MOUNT WASTE CHUTE 3"
MIRROR ON 3/4" MDF. ADHERE w/ MASTIC. BEVEL EDGES 3'-6"
WALL TILE BENCH & BULL NOSE
A
WOOD BLOCKING
TILE SOFFIT 3/4" MDF w/ WOOD VENEER FRONT PANEL
CEMENT BOARD ON 1-5/8" METAL STUDS
WALL TILE SOFFIT
6"
1' - 3 1/2"
3/8" TILE ON THINSET BED ON 5/8" CEMENT BOARD
3 1/2"
B
SOLID SURFACE ON 3/4" PLYWOOD
WOOD VENEER LOCKERS. STAIN TO MATCH WOOD PANELS. FLUSH OVERLAY, LOCKABLE, 1 SHELF, 3 HOOKS.
PGB CLNG
2"
STN FACE BYND
WOOD VENEER LOCKERS.
SECTION-LAV 3/4" = 1'-0" C:\Users\hrobinson\Documents\A_1760_Renov1B_Central_hrobinson.rvt
A-F302 6/25/2013 7:41:35 PM
Date 2/25/13 4/15/13 06/25/13
ASI 8
1
2
3
4
5
6
7
8
14 A-F401
Q
820 BUILDING RENOVATION PHASE 1B
EXIST STRUCTURAL COLUMN
1/4" TEMPERED GLASS MIRROR. MASTIC TO SUBSTRATE. BEVEL EDGES @ OUTSIDE CORNER
5 1/2"
ASI 8
ASI 8 3/4" WD VENEER WALL PANEL ON 1/4" Z-CLIPS ON 3/4" PLYWOOD OR BLOCKING
4
3"
820 Shades Creek Parkway Birmingham, Alabama 35209
TILE BENCH BELOW
E
GIATTINA AYCOCK ARCHITECTURE STUDIO INC.
5 1/4"
6 1/8"
BULLNOSE
3"
2"
JAMB
HARDWOOD STOP & TRIM
TILE FLOOR
1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
1X SOLID WOOD TRIM
6 1/8"
WOOD TILE
3"
2"
WOOD FLOOR
WD VENEER LOCKERS TO MATCH WOOD PANEL WALLS
JAMB
8 1/2"
HARDWOOD STOP & TRIM
3/8" TILE ON THINSET BED ON 5/8" CEMENT BACKER BOARD
SCHEDULED DOOR
GA PROJECT # 1760-RENOV1B
5 1/4"
WOOD VENEER LOCKERS
HARDWOOD STOP
HEAD
1'-3 5/8"
HEAD
HOLLOW METAL FRAME. PAINT TO MATCH TRIM
B.L. Harbert International
1/4"
4
ACT
HARDWOOD TRIM
2"
2'-0"
1'-0 1/4"
+/- 2"
HEAD
WOOD SHELVES
ASI 8
5/8" GYP ON 3-5/8" METAL STUD
5/8"
6"
+/- 3"
F
WOOD PANELS - MITER @ CORNERS
1X SOLID WOOD STOP
2'-4 1/4" TILE THRESHOLD BELOW 7
HM ON GYP 1 1/2" = 1'-0"
WOOD PNL EACH SIDE 1 1/2" = 1'-0"
3
4
A-F302
DTL @ COLUMN AND JAMB 1 1/2" = 1'-0"
6
SHELVES @ FITNESS 1 1/2" = 1'-0"
5
3/4" WD VENEER WALL PANEL ON 1/4" Z-CLIPS ON WOOD STRIPS ON 5/8" GYP BOARD
3"
5/8" GYP ON 3-5/8" METAL STUDS
HEAD
4 1/4"
PGB OR MIRROR
HM FRAME. PAINT TO MATCH CHERRY HARDWOOD
3 7/8"
4
1/4"
3/4"
D
ASI 8
5 1/2"
ASI 9
Rating Hardware 20 MIN F1 F2 F3 20 MIN F1 F2 F3 20 MIN F4 F5 20 MIN reuse exist
JAMB
W1
14
CORNER AT MIRROR 6" = 1'-0"
7
F-DTL-INT-COL-WALL 1 1/2" = 1'-0"
11
3/4"
3"
KAWNEER HEAVY WALL 350 MED STILE DOOR OR EQ. PERMADIZE PAINT FINISH TO MATCH EXISTING STEEL T-FRAME
3'-0"
W2
PROTECT EXISTING FLOOR HEATERS 3"
1-3/4" SOLID CORE WD DOOR PLAIN SLICED CHERRY VENEER TO MATCH EXISTING
2'-10"
W3
RELOCATE EXISTING WOOD DOOR AND HARDWARE; REPLACE FRAME AND HINGES IF REQ'D
F2: F101A, F102A 4 BUTTS HAGER BB1191 4.5x4.5 1 PUSH TRIMCO 1001-3 1 PULL TRIMCO 1194-4 1 CLOSER (surf) LCN 4111-CUSH 1 KICK PLATE HAGER 8x2 LDW 1 MOP PLATE HAGER 6x1 LDW 3 SILENCER HAGER 608
3'-0" EXISTING
20 MIN RATED
WOOD HM ON GYP & WD PNL 1 1/2" = 1'-0"
1/8" MORTAR JOINT 3x12x3/8" BULLNOSE TILE. TYP @ CORNERS
+/- 2"
TILE SOFFIT: SEE LATICRETE SHOWER SYSTEM LESS MORTAR BED 3/4"
RAKE ALL CORNERS FREE OF GROUT AND FILL WITH SILICONE SEALANT TO MATCH GROUT COLOR (LATICRETE LATOSIL)
1 5/8"
2'-2 3/8"
3" BULLNOSE @ EDGE
2'-2 3/8"
EQ
1 5/8"
RECESSED WASTE RECEPTACLE
THICK SET. LATICRETE SHOWER FLOOR SYSTEM: PORCELAIN TILE LAID w/ LATOPOXY ADHESIVE ON HYDROBAN WATERPROOFING ON 3701 FORTIFIED MORTAR BED. GROUT w/ SPECTRALOCK PRO. SLOPE 1/4" PER FOOT TO MIN 1/2"
LEVEL 01 684' - 0"
NEW SLAB @ SHOWERS. DEMO FOR NEW PLUMBING @ SLOPED SHOWERS
A-F302
9
F-DTL-PLAN @ NORTH COURT 1 1/2" = 1'-0"
15
PLAN-MILLWORK @ LOCKER ROOM 3/4" = 1'-0"
DTL-SECT-SHOWER WALL 8 1 1/2" = 1'-0"
F3: F101B, F102B 3 BUTTS-SPRING 1250 4.5x4.5 1 PRIVACY SCHLAGE AL405 Jupiter 1 MOP PLATE HAGER 6x1 LDW 1 STOP HAGER 241F 3 SILENCER HAGER 608
626 626 630 626 GREY
F4: F103 4 BUTTS 1 LOCK 1 CLOSER (surf) 1 WALL STOP 3 SILENCER
651 625 689 629 GREY
HAGER BB 1279 4.5x4.5 SCHLAGE L9080 03A LCN 4011 232W HAGER 608
DEMO EXIST'G SLAB AS REQ'D TO ALLOW FOR NEW SHOWER SLOPE, PIPING & DRAIN
" -6
6" MAX
REVISIONS & PREVIOUS DRAWING SETS
4'-0" FACE OF FIN
5 7/8"
Rev. No. Description ASI 3 HM FRAMES ASI 8 MILLWORK, DOORS, CEILING ASI 9 TLT DOOR SCHED & DETAILS
5'-0" CLR
5
A-F302 D5
8 A-F401
Date 5/09/13 06/25/13 07/17/13
CURRENT DRAWING SET:
CONSTRUCTION DOCUMENTS DESCRIPTION
WOOD PNLS
LINEAR SHOWER DRAINS. COORDINATE w/ CLEAR SHOWER DIMENSIONS- SEE PLUMB
01/16/2013 ISSUE DATE SHEET:
6" MAX
SHOWER SHELVES 6
630 630 GREY
5'-0" CLR
1/2" THERMOFORMED CORIAN ON 5/8" CEMENT BACKER BOARD w/ WATERPROOF MEMBRANE. SHIM AS NECESSARY ON EXIST'G STUD WALL
0'
LINEAR DRAIN - INSTALL PER MNFR INSTRUCTIONS- SEE PLUMBING
HYDROBAN MEMBRANE CONTINUOUS ON ALL SURFACES OF SHOWER
630 630 630
6" MAX
SLOPE 1/4" PER FT
4'-8"
1'-4 1/2"
3/8" TILE ON THINSET BED ON 5/8" CEMENT BACKER BOARD
1/2" THERMO FORMED CORIAN ON 5/8" DENS SHIELD CEMENTITIOUS BACKER BOARD FULL HEIGHT w/ WATERPROOFING MEMBRANE EQUAL TO LATICRETE HYDRO BAN. SHIM WALL TO ACHIEVE REQUIRED CLEAR SPACE TO MEET ANSI
PULLOUT HAMPER DRAWERS w/ DOOR MOUNT KIT.
EQ
ALIGN
5'-0"
1'-8"
ASI 8
689 629 630 626 GREY
2'-8 1/8"
THIN SET TILE
CONTROL & PLUMBING FIXTURE WALLS
WOOD VENEER CABINET DOORS TO MATCH WOOD PANELS.
SOLID SURFACE COUNTER TOP BELOW
A
SHOWER CURTAIN ROD ABOVE
JAME/HEAD @ TENANT DOOR 16 1 1/2" = 1'-0"
IN-WALL TILE COVE
1'-0"
EXISTING STEEL FRAME. GRIND CLEAN, AND PAINT AS NECESSARY.
2'-10" CLR
SLOPE 1/4" PER FT
3-5/8" METAL STUD WALL w/ INSULATION
2'-1 1/2"
ALIGN
3/4" WD VENEER WALL PANEL & REVEALS TO MATCH EXISTING IN BUILDING LOBBY
4
EXTERIOR
1/2"
HARDWOOD TRIM TO MATCH EXISTING
4"
SPANDREL GLASS
B
2'-4"
3"
3/4"
3"
TILE
MIRROR
6" MAX
5"
JAMB
DORMA ITS-96-1 HAGER 8x2 LDW HAGER 6x1 LDW HAGER 24IF HAGER 608
1/2" CORIAN ON CEMENT BOARD
MORTAR SET TILE
PGB
5/8 PGB ON 3 5/8" STUDS SPANDREL GLASS PANEL
630
FINISH CODES 625 CHROME POLISHED (26 ON BRASS) 626 CHROME SATIN (26D ON BRASS) 629 STAINLESS STL POLISHED (32) 630 STAINLESS STL SATIN (32D) 651 CHROME POLISHED (26) 689 ALUMINUM POWDER COAT
HM FRAME. PAINT TO MATCH CHERRY HARDWOOD LINE OF CEILING ABOVE
HAGER BB1191 4.5x4.5
F5: F104 (STOREFRONT) 1 CYLINDER TO MATCH EXISTING SECURITY ACCESS PAD
1/8" 1/4"x1/4" STN STL BAR
ACT HEAD
G2
HM FRAME
F1: F101, F102 4 BUTTS 1 LOCK 1 CLOSER (conc) 1 KICK PLATE 1 MOP PLATE 1 STOP 3 SILENCER
33'-0" '- 0"
1X HARD WOOD TO MATCH WD VENEER PANEL
ASI 9
4'-0"
G1
5
P
7'-0"
ACT
DOOR SCHEDULE Door Function Type Head Jamb F101 Interior W1 11 11 F101A Interior W2 3 4 F101B Interior W3 5 5 F102 Interior W1 11 11 F102A Interior W2 3 6 F102B Interior W3 5 5 F103 Interior W1 2 2 F104 Exterior G1 C3/F202 C101 Interior W1 16 16
F-DOOR SCHEDULE 1/4" = 1'-0"
8'-11"
ASI 8
+/- 2"
T
1
1X HARD WOOD TO MATCH WD VENEER PANEL
7'-8"
EXIST'G STURCTURAL COLUMN
HARDWARE SETS EACH DOOR TO RECEIVE
7'-10"
ASI 3
1x1POLISHED 304 STAINLESS STEEL SQUARE TUBE. (JULIUS BLUM OR EQ)
C
WOOD & TILE AT TOILET COMPARTMENT 1 1/2" = 1'-0" STAMP:
1/4" TEMPERED GLASS MIRROR. ADHERE TO SUBSTRATE w/ MASTIC
1/4"
2
10
DETAILS, DOOR & TYP WALL DETAILS
A-F401
ENLARGED PLAN-SHOWER 3/4" = 1'-0" C:\Users\hrobinson\Documents\A_1760_Renov1B_Central_hrobinson.rvt
7/17/2013 10:50:00 AM
1
2
3
4
5
E
F 15' - 0"
G
6
H
5' - 0"
K
15' - 0"
15' - 0"
7
8
820 BUILDING RENOVATION PHASE 1B
L F
10' - 0"
G 5' - 0"
F
H 15' - 0"
REMOVE EXIST'G INTERIOR PARTITIONS & WALLS
DEMO EXIST'G TOILETS, URINALS & LAVS
JAN 306 4'-1 1/2"
MEN
820 Shades Creek Parkway Birmingham, Alabama 35209 GA PROJECT # 1760-RENOV1B
WOMEN
304
20' - 0"
2'-10"
18'-2"
6
7'-9 1/2"
WOMEN 305
MEN 304
18'-2"
20' - 0"
11'-6"
10'-3"
6'-6 1/2"
6
B.L. Harbert International
GIATTINA AYCOCK ARCHITECTURE STUDIO INC.
305
REMOVE ALL FINISHES FROM EXIST'G STUD WALLS
1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
DEMO EXIST'G TILE FLOORING. PROTECT EXISTING FLOOR DRAINS
Room G115
7
3' - 8"
3' - 8"
7 8
8
E
DEMO WALLS FOR BATHROOM EXTENSION INTO CLOSET
6
TOILET-EXISTING LVL 3 PARTIAL PLAN (for reference)
STAMP:
3
1/8" = 1'-0"
TOILET PLAN - DEMO - LVL3 1/8" = 1'-0"
NOTES: DIMENSIONS ARE TO FACE OF FINISH EXISTING DIMENSIONS ARE BASIS FOR NEW WORK. NOTIFY ARCHITECT OF ANY DISCREPENCIES
E
F
D
15' - 0"
G
H
5' - 0"
K
15' - 0"
15' - 0"
L
F
G 5' - 0"
10' - 0"
IT IS ASSUMED THAT METAL FRAMING IS 5/8" BACK FROM FINISH DIMENSIONS
H 15' - 0"
CORRIDOR 202
REMOVE EXIST'G INTERIOR PARTITIONS & WALLS
6
6 REMOVE & PROTECT EXIST'G WOOD DOORS
JAN 206
DEMO EXIST'G TILE FLOORING. PROTECT EXIST'G FLOOR DRAINS
8'-11 3/4"
20' - 0"
WOMEN 205
9'-0 3/4"
2'-6"
18'-3"
20' - 0"
MEN 204
7'-6"
STAIR 1
6'-6 1/4"
10'-3"
DEMO EXIST'G TOILETS URINALS AND LAVS REMOVE ALL FINISHES FROM EXIST'G STUD WALLS
BREAK 131
8
5
TOILET-EXISTING LVL 2 PARTIAL PLAN (for reference)
F 15'-0"
G
H
5'-0"
8
2
1/8" = 1'-0"
E
7
3' - 8"
7
3' - 8"
C
15'-0"
K 15'-0"
L
TOILET PLAN - DEMO - LVL2 1/8" = 1'-0"
F
G 5' - 0"
10'-0"
H 15' - 0"
K 15' - 0"
CORRIDOR 102
REC D101 ELEVATOR LOBBY 101
9'-0"
OFFICE D104
COPY/ SUPPLY A102
OFFICE D102
REMOVE EXIST'G INTERIOR PARTITIONS & WALLS
DEMO EXIST'G CHASE FOR ALIGNMENT w/ CHASE ABOVE
DEMO EXIST'G TILE FLOORING. PROTECT EXIST'G FLOOR DRAINS
PROTECT EXIST'G DOORS
DEMO EXIST'G TOILETS URINALS AND LAVS
20' - 0"
19'-5" 102 8'-7 1/2" 3/4"
3'-8"
WOMEN TLT 107
21'-7 1/2"
20'-0"
MEN TLT 106
OFFICE D104
6
DEMO WALLS FOR BATHROOM EXTENSION INTO OFFICES REMOVE ALL FINISHES FROM EXIST'G STUD WALLS
7 8
CURRENT DRAWING SET: 3' - 8"
5'-9"
19' - 7 3/8"
STAIR A
2' - 2 5/8"
6
B
7 8
CONSTRUCTION DOCUMENTS DESCRIPTION
01/16/2013 ISSUE DATE
A
SHEET:
4
EXISTING LVL 1 PARTIAL PLAN (for reference) 1/8" = 1'-0"
1
TOILETS EXISTING & DEMO PLANS
TOILET PLAN - DEMO - LVL1 1/8" = 1'-0"
A-T100
EXISTING DIMENSIONS PROVIDED BY BLHI ARE TO FACE OF FINISH AND FORM THE BASIS FOR DETAILS. IT IS ASSUMED THAT FRAMING IS 5/8" BACK. NOTIFY ARCHITECT OF ANY DISCREPANCIES.
C:\Users\hrobinson\Documents\A_1760_Renov1B_Central_hrobinson.rvt
1/16/2013 4:50:17 PM
4"
3'-4 5/8"
3'-8"
MEN 304
S 305E
JAN 306
A-T201 F1
B.L. Harbert International 820 Shades Creek Parkway Birmingham, Alabama 35209
305D
GA PROJECT # 1760-RENOV1B
F2
W
7'-1" CLR
7sim
2 S
5
S
2
A-T201
2'-10"
+/- 5'-3" 2'-10" CLR
5
STONE SLAB URINAL SCREEN & PARTITION
1'-0" 1'-0"
1'-6"
4
A-T301
W
3'-0"
2
NEW FL, CLG PAINT
5
5'-2" CLR
5
5'-6" CLR
3
COVE LIGHT & HIDDEN EXHAUST
WOMEN 305
1'-10"
F5 F4
10 A-T301
2x4' ACT 8'-8"
7 3/4"
5
5'-5 1/2" STN SLAB
15 A-T301
1'-6"
SIM
5'-10" STN SLAB TYP
GIATTINA AYCOCK ARCHITECTURE STUDIO INC. 1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
2 MIRROR
S
S
3 3'-11 1/2" S
MIRROR
4 1/4" 5'-2" CLR
5 S
7
12 A-T301 SIM
7
12 A-T301
2 1'-6"
7
CUSTOM STONE SINK- SEE ENLARGED PLAN- SHIM SOUTH WALL AS NECESSARY TO ACCOUNT FOR SIZE.
2
8'-4"
2'-0" 2'-0"
2'-9 1/2"
A-T201 D1
3'-7 1/2"
E
4
D2
RECESSED DOWN LIGHTS. CENTER ON WD PANELS
4 3/8"
WOMEN 305
A-T201
5'-6" CLR
2x2 ACT
D4
9"
18" CLR
D5
304B
4'-0" 4 @ 1' EA
5
6
W
4" MAX
3'-0"
S
W 305B
S 3"
304C
1'-10"
1'-0"
305A
W
305C
304A
6
820 BUILDING RENOVATION PHASE 1B
18 A-T301
CUSTOM STONE SINK- SEE ENLARGED PLAN
2x4' ACT 8'-8"
1'-1 1/2"
MEN 304
ASI 2
4"
EQ
FIRE STROBESEE ELEC
NOTES: 1)STONE EXTENDS 1" UNDER WOOD WALL FINISH FOR RECESSED BASE. SEE DETAILS ON A-T301 2) DO NOT ALIGN STONE FLOOR JOINTS w/ VERTICAL WALL JOINTS.
H
6'-1 1/2"
3'-0"
G
2
6'-0" 3 @ 2' EA
1"
2'-0" 1'-10 1/2"
4" 2'-7 1/8"
F
15 A-T301
21 A-T301
2'-9 1/2"
1'-0"
ALIGN
14'-0" 7 @ 2' EA
3'-4"
RECESSED LINEAR SUPPLY
H
8
1'-2"
6
JAN 306
ASI 1
RELOCATED FLOOR DRAIN. TIE TO EXISTING. NO SLOPE IN STONE
2'-11 1/2" 4"
G
7
EQ
3"
4"
3"
7'-0" 7 @ 1' EA
F
19 A-T301
6
2'-0"
4 3/8" 9" 1'-0"
ASI 2
2'-0"
ALIGN
H
5
6"
+/- 4" 2'-0"
F
12'-0" 12 @ 1' EA
4
7'-10 1/4"
START. ALIGN EDGE WITH NORTH AND EAST WALL
G
1'-11"
F
START. ALIGN JOINT w/ CORNER
3
6 5/8" +/-
2
2'-0"
1
STAMP:
8
8
8
FINISH NOTES:
G
15 A-T301
H
4"
7
S
205C
2'-9 1/4" FIN
205D
5'-6" CLR
14'-1 1/2" STUD-STUD F.V.
5'-6" CLR 1'-6"
W
W
1'-2"
107A
S 1'-6" MIN
5'-6" CLR
2
5
S
S 5
3" NEW DRINKING FOUNTAINS
9 A-T301
107E
CONSTRUCTION DOCUMENTS
4
W
W
W
01/16/2013 ISSUE DATE
7 SHEET:
MIRROR
TOILET FLOOR & CLNG PLANS 8
1
Date 2/25/13 3/21/13 4/15/13
CURRENT DRAWING SET:
3'-6" CLR
S
Rev. No. Description ADD 1 ADDENDUM 1 ASI 1 STONE JOINT CLARIFICATION ASI 2 JAMB DETAIL & CLNG DIFFUSERS
DESCRIPTION
5'-2" CLR
2
REVISIONS & PREVIOUS DRAWING SETS
Room F105
4 1/8" MAX
5
WALL TYPE, TYPE SEE A-F301.
3
107D
3'-0 1/4"
5
DIMENSIONS: DIMENSIONS DIMENSIONS ARE TO FACE OF FINISH TYPICALLY. WHEN NOTED AS CLR OR MIN, DIMENSION IS CRITICAL FOR ACCESSIBILITY OR FUNCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES. X
NEW CARPET TILE, CEILING TILE, AND PGB. PATCH AND PAINT WALLS TO MATCH EXISTING
10 A-T301
107C
3'-0 1/4"
3'-0 1/8"
3'-0"
WOMEN TLT 107
5'-6" CLR
2
1'-6"
S
2X2' ACT (RM F105, LEVEL 1 COR, JANITOR): 2'x2'x3/4" ULTIMA BEVELED TEGULAR FINE TEXTURE CEILING TILE BY ARMSTRONG OR EQ. HANG w/ 9/16" INTERLUDE SUSPENSION SYSTEM; 4" AXIOM CLASSIC TRIM @ ALL EXPOSED EDGES. SEE A001 AND A-F102
6
W 107B W
5'-6" CLR W
7
4
5'-2" CLR
2
1'-6"
106C 3'-6" CLR
1
A-T201
5
CPT-CARPET: CONSTANTINE MODULAR TILE 24"x24"; STYLE: PULSE C47200; COLOR: PHASE C472V120. TO BE CONFIRMED
12 A-T301
1
5'-10" STONE SLAB TYP
A-T201
COVE LIGHT & HIDDEN EXHAUST
2'-8" CLR
A-T301
S
H
4
5'-6" CLR
C2
TOILET CLNG PLAN - LEVEL 01 1/4" = 1'-0"
EQ EQ 3'-0" 5
A-T201 C1
+/- 6'-5 1/2"
3'-3 1/4"
FLOORS: STN- STONE 1/2" VERDE ANDEER, HONED FINISH, THIN SET 1/16" JOINTS
ALIGN
11 A-T301
C5
2
15 A-T301
A-T201
5
8
4
RELOCATE EXIST'G FIRE EXTINGUISHER CABINET
5
5
MIRROR
LAVATORIES: LAVATORIES VERDE ANDEER, CUBIC. LEATHER FINISH ON HORIZONTAL AND VERTICAL EXTERIOR SURFACES. HONED FINISH ON INTERIOR (WET) SURFACES.
CLNG: 2X4' ACT SYSTEM: 2'x4'x3/4" ULTIMA BEVELED TEGULAR FINE TEXTURE CEILING TILE BY ARMSTRONG OR EQ. HANG w/ 9/16" INTERLUDE SUSPENSION SYSTEM; 4" AXIOM CLASSIC TRIM @ ALL EXPOSED EDGES. USE STABILIZER BARS AS NECESSARY.
W
S
4
10 A-T301
W
2'-0"
TOILETS - LVL 01 - STN FLOOR JOINT PATTERN 1/4" = 1'-0"
S
CUSTOM STONE SINK- SEE ENLARGED PLAN- SHIM SOUTH WALL AS NECESSARY TO ACCOUNT FOR SIZE.
G
W 106B W
3
C4
8
A-T201
18" MIN
MIRROR FLOOR DRAIN RELOCATE. TIE INTO EXISTING
5
S
S 3'-0"
A5
7
S
W
MEN TLT 106
2' x 2' ACT System 8' - 6" A.F.F.
1
4'-0"
10" 10"
106A
S
A-T301
5'-6" CLR
W
W
W
2
15 A-T301
SOFFIT: PGB-8'-0"
2X4' ACT 8'-8"
A-T201
2 3
1'-2 1/4"
15 A-T301
F
2" TYP
1'-0"
2'-0"
2'-0"
5'-0" 5 @ 1' EA
JAN 206
WALLS: S- STONE 2CM VERDE ANDEER, LEATHER FINISH ON EITHER WIRE ANCHORS OR LATICRETE SETTING ON 5/8" DUROCK CEMENT BD ON 16ga STUDS @ 16" O.C. ADD 16ga SISTER STUDS AT EXISTING WALLS; 1/8" JOINTS W- WOOD 3/4" VENEER MDF PANELS ON Z-CLIPS ON 3/4" PLYWOOD. VENEER TO BE QUARTER SAWN WENGE, CLEAR SEALER TOILET PARTITIONS: STONE (10): (10) MEN'S TYPICAL & ONE EXPOSED PARTITION AT WOMEN'S, LEVEL 01. VERDE ANDEER SLABS FULL HEIGHT, CENTER VERTICAL JOINT & BOOK MATCH. HEIGHT MAXIMUM AVAILABLE WITHIN THE RANGE OF 8-11 1/2" TO 9'-1 1/2". URINAL SCREENS(2): VERDE ANDEER SLABS, LEATHER FINISH. 18" X 64" (ALIGN w/ ADJACENT HORIZONTAL JOINT). DOWEL INTO SLAB AT FLOOR. RECESSED GALV STEEL CHANNEL SUPPORT AT WALL. WOOD (7): (BASE BID) AT WOMEN'S. QUARTER SAWN WENGE VENEER ON MDF. EXTRA DUTY CLEANABLE CLEAR LACQUER FINISH. TONGUE & GROOVE w/ 1/4" REVEAL AT VERTICAL CENTER JOINT.
SIM
S
H
2'-0" WOOD PANEL WALL JOINTS
NEW FL,CLG PAINT
+/- 7'-10 3/4"
1'-6" 204C
2'-6" 4'-0"
5'-2" CLR
5'-2" CLR
4" 2'-7 1/4" 4"
8
2'-1 3/4"
Sim
3"
3'-3 1/4"
5
2
5
4
W
16'-0" 8 @ 2' EA
5'-0" 5 @ 1' EA
19 A-T301
6" RECESSED DOWN LIGHTS. CENTER ON WD PANELS & CLNG TILES
2
WOMEN 205
5'-10" STONE SLAB TYP
LINEAR SUPPLY
2X4' ACT 8'-8"
SPRINKLER HEAD - SEE FIRE PROTECTION
EXIST'G CPT TO REMAIN
ALIGN
5
TOILETS - LEVEL 02 1/4" = 1'-0"
6
EQ
9 1/4"
3'-4"
EQ
1'-0"
RECESSED DOWNLIGHTS. CENTER ON WOOD PANELS
3'-4"
3'-0"
W
204B W
5
W 205B
2'-9 1/2" FIN
S
11" 2'-0" EQ
EQ 7'-0" 7 @ 1' EA
G
EQ
3"
Sim
EQ
4 3/8"
2
19 A-T301
EQ
3"
FIRE STROBESEE ELEC
ASI 1
ALIGN PARTITION w/ STONE JOINT. MAINTAIN 2'-8" MIN CLR
EQ
1'-0" 1'-0" NEW CARPET LEVEL 1 ONLY
6
2'-0"
ALIGN
F
NEW CEILING TIL LEVEL 1 CORRIDOR ONLY 4" 2'-7 1/4" 4"
EXPOSED CONC
1'-0"
4'-0"
3'-6" CLR
TOILET CLNG PLAN - LEVEL 02 1/4" = 1'-0"
EQ
B
4'-0"
2'-0"
7'-0" 7 @ 1' EA
S
S
2
6
W
1
4
5
COVE LIGHT & HIDDEN EXHAUST
ASI 2
STN
2'-0"
STN
+/- 4"
TOILETS - LVL 02- STN FLOOR JOINTS 1/4" = 1'-0" H
S
3 3'-6 3/4"
1'-0" 1'-0"
3" 1'-11"
1"
2'-0"
5
NEW CPT 1'-0"
4'-0"
A-T201
4" MAX 2-10" CLR
8"
5
10 A-T301
MEN 204
EQ
16'-0" 16 @ 1' EA
4 3/8"
1'-6" CLR
2x2 ACT
2x4' ACT 8'-8"
EQ
1'-0"
3" 3'-0"
1'-0" 1'-0"
2x4' ACT 8'-8"
3'-3"
1'-4"
G
ALIGN
16'-0" 8 @ 2' EA
EQ
2'-0"
RECESSED DOWN LIGHTS - CENTER ON WD PANELS
205A W
6
18 A-T301
EX DF TO REMAIN
6'-0 1/2"
3'-8"
F
ASI 2
7'-6 3/4"
3'-2 3/4"
REINSTALL WOOD PANELING, SHELF AND ELEC OUTLET ON NEW WALL. MAKE CLEAN SEAM WITH EXISTING SHELF ON WEST WALL.
MIRROR
F
NEW CARPET LEVEL 1 ONLY
2'-0"
+/- 4"
4"
Sim
EQ
1"
2'-0" 1'-10 1/4"
14'-0" 7 @ 2' EA
10'-0" 5 @ 2' EA
WOMEN 205
3'-3"
8
A
3'-0"
EQ
JAN 206
4 3/8"
3"
3"
1'-0" 1'-0" 1'-0" 1'-0" 1'-0"
FLOOR DRAIN RELOCATED. TIE INTO EXIST'G
9 1/4"
4" 2'-7 1/8"
21 A-T301
H
ASI 2
ALIGN
1'-0" 1'-0"
FIRE STROBESEE ELEC
7'-0" 7 @ 1' EA
MEN 204
START. ALIGN JOINTw/ CORNER
G
8"
6
1'-11"
ALIGN
9" 1'-0"
C
F
20 A-T301
Sim
TOILETS - LEVEL 03 1/4" = 1'-0"
204A
ASI 1
STONE EXTENDS 1" UNDER WOOD WALL FINISH FOR RECESSED BASE. SEE DETAILS ON A-T301
H
A-T301
4" 2'-8 5/8"2 5/8" 3'-5 1/2"
2'-0"
D
RECESSED LINEAR SUPPLY
3
7'-1" CLR
G
REPLACE CLG TILE AS NEEDED TO MATCH
TOILET CLNG PLAN - LEVEL 03 ADD 1/4" = 1'-0" 1
13
START. START ALIGN EDGE WITH NORTH AND EAST WALL
+/- 4"
F
6
205E
START. ALIGN JOINT w/ CORNER
TOILETS - LVL 03- STN FLOOR JOINTS 1/4" = 1'-0"
1'-2 1/4"
9
A-T101
TOILETS - LEVEL 01 1/4" = 1'-0" C:\Users\hrobinson\Documents\A_1760_Renov1B_Central_hrobinson.rvt
4/15/2013 11:54:32 AM
1 6
2
3
4 14
H
5
5
6
7
F
8G
H
6
820 BUILDING RENOVATION PHASE 1B
A-T301 A-T201 14 A-T301
WOOD PANELS & MATCHING DOOR DIMENSIONAL STONE
2'-0" 2'-0"
CUSTOM STN SINK
2" STAINLESS BASE
1'-8"
2" STN BASE
WALL CLEANOUT CONCEALED BY CUSTOM WOOD APRON
2'-0"
3'-0"
BRACE ANGLE POSTS TO DECK. IF DIRECT CONNECTION IS NOT POSSIBLE, KICK WITH ANGLES TO DECK EACH WAY
RECESSED STONE NICHE
WOOD VENEER CABINET w/ WOOD VENEER DOORS & SHELVING
2'-0"
TEMPERED GLASS MIRRORS
ASI 9
CUSTOM CARVED STONE SINK
DIMENSIONAL STONE WALL BYND
WOMEN 305 EAST (205 Sim) 1/4" = 1'-0"
F2
WOMEN 305 SOUTH (205 Sim) 1/4" = 1'-0"
F4
WOMEN 305 WEST (205 Sim) 1/4" = 1'-0"
F5
WOMEN 305 NORTH (205 Sim) 1/4" = 1'-0"
GA PROJECT # 1760-RENOV1B
RECEPTACLE- SEE ELEC 3" STAINLESS BASE
3"
LEVEL 03 708' - 4"
GIATTINA AYCOCK ARCHITECTURE STUDIO INC.
1/4" TEMPERED GLASS MIRROR. MASTIC TO MDF(painted black). HOLD MIN 3" CLEAR FROM WALL FINISH FOR LINEAR LIGHT ASSEMBLY
3" STAINLESS BASE
F1
B.L. Harbert International 820 Shades Creek Parkway Birmingham, Alabama 35209
2"
3" STAINLESS BASE
2'-0"
DIMENSIONAL STONE WALLS
WD TLT PARTITION IN STAINLESS STEEL CHANNEL
3'-0"
1'-8"
TEMP GLASS MIRROR WALL MOUNT FAUCETS & CONTROLS SEE PLUMB
WOOD PANELS & MATCHING DOORS
1'-8"
STONE NICHE
F
DIMENSIONAL STONE WALLS 10"
2'-0"
DIMENSIONAL STONE WALLS
1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
14 A-T301
6
F
6
3
F
LINEAR LIGHTS SEE ELEC
7 A-T301 A-T301
E WOOD PANELS & MATCHING DOOR 2'-0"
5" 3" STAINLESS BASE 4'-0"
MEN 304 EAST (204 Sim) 1/4" = 1'-0" 5
8
A5
A-T201
A-T301
A-T201
MEN 304 SOUTH (204 Sim) 1/4" = 1'-0"
7
4'-0"
4'-0"
D5
7
F
4' - 0"
2' - 0"
3" STAINLESS BASE
LEVEL 03 708' - 4"
1'-9"
MEN 304 WEST (204 Sim) 1/4" = 1'-0"
D4
CUSTOM CARVED STONE SINK RECEPTACLE- SEE ELEC
WALL MOUNT FIXTURE SEE PLUMB'G CUSTOM CARVED STONE SINK.
MEN 304 NORTH (204 Sim) 1/4" = 1'-0" F
6
14
7
A-T301
A-T301
1/4"
3" STAINLESS BASE
C2
1 1/4"
5"
STONE TOP & TRASH CHUTE
3x3x1/4" ANGLE KICKER @ POSTS
CUSTOM CARVED STONE SINK RECEPTACLE- SEE ELEC
MEN 106 SOUTH (Women 106 Sim) 1/4" = 1'-0"
4'-0"
C4
4'-0"
3" STAINLESS BASE
4'-0"
4'-0"
MEN 106 WEST (Women 107 East Sim) 1/4" = 1'-0"
LEVEL 01 684' - 0"
3'-6"
C5
1
3/4" WOOD PANEL ON ZCLIPS ON 3/4" PLYWOOD SUBSTRATE SUPPORTED BY STUD FRAME. 11" CLR
MEN 106 NORTH (Women 107 Sim) 1/4" = 1'-0" F
5
METAL STUD FRAME TO SUPPORT WOOD PANEL APRON
6
6" 3x1x1/8" STAINLESS STEEL BENT PLATE w/ FINISHED EDGES. MASTIC TO 5/8" CEMENT BOARD ON BLOCKING
9"
MEN 106 EAST (Women 107 West Sim) 1/4" = 1'-0"
1/2"
3" STAINLESS BASE
3X3X1/4" CONT ANGLES
3'-8"
WOOD PANEL
WOOD NICHE
ASI 9
2x2x1/4" TS FRAME @ 3' O.C. MAX. PAINT ALL EXPOSED STEEL BLACK
8" CLR
RECESSED STONE COVE 2'-0"
WOOD PANELS
CUSTOM STN STL SLOT DRAIN PAN BY WWW.EXPRESSIONSLTD.COM OR SIMILAR
7"
4"
2'-5"
7"
TEMP GLASS MIRROR
7"
G
3"
H
ACT CEILING
1'-5"
E
1'-7"
1'-0"
4"
3'-4"
STONE
6"
C1
WOOD VENEER CABINET w/ WOOD VENEER DOORS, SHELVING, & BACK PANEL
2'-0" 2'-0" 2'-0" 2'-0"
3" STAINLESS BASE
1'-8"
1'-8"
17" MAX
WALL CLEANOUT CONCEALED BY WOOD APRON
3'-0"
G
EDGE OF STONE F TOILET PARTITION
2'-0"
10"
WOOD PANEL APRON
WOOD PANELS & MATCHING DOORS
2'-0"
4'-0"
B
CUSTOM STN SINK
2'-10"
C
STONE BYND
2'-0"
A
WALL MOUNT FAUCET & CONTROL SEE PLUMB
1'-4 1/4"
STONE WALL
1'-0"
1'-0"
1'-0"
1'-0"
WOOD PANELS & MATCHING DOOR
3x3x1/4" ANGLE POST @ 3' O.C. MAX. WELD TO 4x1/4" CONT PLATE EPOXY SET INTO FLOOR 16ga STUD INFILL @16"oc AND AS REQ'D TO PLUMB
1 1/2"
1'-10"
ADA ACCESS
6
D2
4'-0"
RECESSED STONE COVE
2'-3" CLR
D1
2'-0"
3" STAINLESS BASE
A-T301
2'-0"
1/4" TEMPERED GLASS MIRROR w/ EASED EDGES DUO SOAP DISPENSER SURFACE MOUNT WASTE RECEPTACLE RECESS-MOUNTED WASTE CHUTE 42" GRAB BAR 36" GRAB BAR 18" GRAB BAR TOILET PAPER DISP SURFACE MOUNT SANITARY NAPKIN DISPOSAL JUSTO COAT HOOK
5
T-DTL-SECT-TLT SINK 1 1/2" = 1'-0"
ACT CLNG
1'-7"
14
WOOD PANEL WALL
F 3'-0"
8 A-T301
1'-0"
LEVEL 01
ASI 9 1'-6"
LEVEL 01 684' - 0"
MEN 107 EAST ACCESS (Wmn 106 W Sim) 1/4" = 1'-0"
T-DOOR SCHEDULE & ELEVATIONS 1/4" = 1'-0"
3CM SOLID STONE PARTITION BYND
# 106A 106B 106C 107A 107B 107C 107D 107E
630
689 630 626 GREY
T2: TOILETS 106B, 106C, 107B, 107C, 107D, 107E, 204B, 204C, 205B, 205C, 205D, 304B, 304C, 305B, 305C, 305D PIVOT SET RIXSON 127-3/4 630 1 CLOSER (conc) DORMA ITS-96-1 689 PRIVACY LOCK TBD 1 PUSH CUSTOM 1 PULL CUSTOM 1 KICK PLATE HAGER 8x2 LDW 630 1 MOP PLATE HAGER 6x1 LDW 630
T3: JANITOR 250E, 350E (REPLACE EXIST DOOR) 4 BUTTS HAGER BB12794.5x4.5 630 1 LOCK SCHLAGE L9080 630 1 MOP PLATE HAGER 6x1 LDW 630 3 SILENCER HAGER 608 GREY
FINISH CODES 625 CHROME POLISHED (26 ON BRASS) 626 CHROME SATIN (26D ON BRASS) 629 STAINLESS STL POLISHED (32) 630 STAINLESS STL SATIN (32D) 651 CHROME POLISHED (26) 689 ALUMINUM POWDER COAT
LEVEL 03
LEVEL 02 DR W2 W3 W4 W2 W3 W3 W3 W4
HW T1 T2 T3 T1 T2 T2 T2 T2
HEAD JAMB 22/A-T301 10/A-T301 10/A-T301 22/A-T301 10/A-T301 10/A-T301 10/A-T301 10/A-T301
# 204A 204B 204C 205A 205B 205C 205D 205E
DR W1 W3 W4 W1 W3 W3 W4 W4
HW T1 T2 T2 T1 T2 T2 T2 T3
HEAD JAMB 1/A-T302 10/A-T301 10/A-T301 1/A-T302 10/A-T301 10/A-T301 10/A-T301 18/A-T301
# 304A 304B 304C 305A 305B 305C 305D 305E
DR W1 W3 W4 W1 W3 W3 W4 W4
HW T1 T2 T2 T1 T2 T2 T2 T3
HEAD JAMB 1/A-T302 10/A-T301 10/A-T301 1/A-T302 10/A-T301 10/A-T301 10/A-T301 18/A-T301
CURRENT DRAWING SET:
CONSTRUCTION DOCUMENTS DESCRIPTION
ALL DOORS 13/4" SOLID CORE W/QUARTER SAWN WENGE VENEER UNO. COORD FLITCH TO MATCH THOSE OF ADJ WOOD PANELS
A 4 A-T301
STN & WD WALL SUPPORT A5 1/2" = 1'-0"
01/16/2013
CHERRY TO MATCH EXIST'G ON CORRIDOR SIDE; WENGE ON TOILET SIDE AND JAMB. UNDERCUT 1/2"
W1 W2
ISSUE DATE
3'-0"
W3
2'-2"
UNDERCUT 1" 2" MOP PLATE ALIGN W/3" BASE
W4
SHEET: 7'-0"
2'-0"
7'-0"
1
T1: 106A, 107A, 204A, 205A, 304A, 305A 4 BUTTS HAGER BB1191 4.5x4.5 1 PUSH CUSTOM 1 PULL CUSTOM 1 CLOSER (conc) DORMA ITS-96-1 1 MOP PLATE HAGER 6x1 LDW 1 STOP HAGER 24IF 3 SILENCER HAGER 608
Rev. No. Description ADD 1 ADDENDUM 1 ASI 9 TLT DOOR SCHED & DETAILS
7'-10"
EPOXY SET ALL ACCESSORIES @ STONE SLAB PARTITIONS
HARDWARE SETS EACH DOOR TO RECEIVE:
REVISIONS & PREVIOUS DRAWING SETS
2'-0"
BLOMUS BRADLEY POLAR WARE BOBRICK BOBRICK BOBRICK BOBRICK BOBRICK BLOMUS
Description
2'-0"
68574 // M 3565 E9WC02 B-5806x42 B-5806x36 B-5806x18 B-541 B-270 63260 // M
Manufacturer
2'-0"
B
A B C D E F G H I J
Model
STAINLESS STEEL BASE
18GA METAL STUDS & KICKERS
1'-8"
Type Mark
LEVEL 01 684' - 0"
7
TOILET ROOM ACCESSORIES
STAMP:
STONE TOP, TRASH, & CHUTE
ALIGN
CUSTOM WOOD APRON
WALL CLEANOUT CONCEALED BY WOOD APRON
D
WOOD NICHE
RECESSED STONE COVE
0' - 5"
8'-8"
WOOD NICHE
3" STAINLESS BASE
ASI 9
0' - 5"
17" MAX
2'-10"
5'-8"
10"
STONE BYND CUSTOM MONOLITHIC STONE URINAL PARTITION
1'-9"
1'-0"
4'-0"
TEMPERED GLASS MIRROR BYND
WD PANELS & MATCHING DOORS
2'-3"
WOOD PANELS
5 A-T201
1'-9"
1'-0"
2'-3"
WOOD VENEER CABINET w/ WOOD VENEER DOORS & SHELVING
2'-0"
MONOLITHIC STN PARTITION. (3) PIECES
EQ
1'-8"
EQ
2'-0"
EQ
3'-8"
1'-0"
DIMENSIONAL STONE WALL BYND
1' - 0"
DIMENSIONAL STONE WALL
2'-0"
1'-0"
TEMPERED GLASS MIRROR
3'-0"
3'-0" 20 MIN C:\Users\hrobinson\Documents\A_1760_Renov1B_Central_hrobinson.rvt
TOILET-ELEVATIONS
A-T201 7/17/2013 10:50:04 AM
Date 2/25/13 07/17/13
1
2
3
4
5
6
7
8
6
PGB
820 BUILDING RENOVATION PHASE 1B
6"
WALL TYPES
LINEAR LIGHT SEE ELEC.
6
1'-0"
EXHAUST GRILLE
F WOOD VENEER PANELS
6"
ACT CLNG 8'-8"
LATICRETE SETTING SYSTEM OR WIRE ANCHORS
2" TYP
1/4" Z-CLIPS
SOLID WOOD LEDGE
NEW/EXISTING STUD WALL. REMOVE EXIST'G GYP BOARD ON NEW CONSTRUCTION SIDE
1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
1'-8" 11"
T-DTL-SECT-LIGHT COVE 3" = 1'-0"
8
6 3/4"
ACT WITH TRIM PIECE
1' - 0"
7 3/4"
NEW/EXISTING STUD WALL. REMOVE EXIST'G GYP BOARD ON TOILET SIDE
3 3/4x1x1/8" STAINLESS STEEL BENT PLATE w/ FINISHED EDGES. MASTIC TO 5/8" CEMENT BOARD
WALL CLIP
WOOD VENEER DOOR & SHELVING
LINEAR DIFFUSER
WOOD VENEER PANELS
SPLINE SUPPORT CLIP
DTL-SECT-WOOD NICHE 1 1/2" = 1'-0"
3
7
DTL-SECT-STONE COVE 1 1/2" = 1'-0"
13 ASI 2
2"
PAINT ALL ABOVE CEILING BALCK
ASI 9
D
HARDWOOD TRIM & STOP. PAINT TO MATCH ADJ WOOD VENEER
HEAD
19
JAMB
ASI 9-JAMB @ JAN CLOSET 18 1 1/2" = 1'-0"
DOWEL STONE INTO EXIST'G CONC FLOOR SLAB
+/- 1/2"
DTL-SECT-WD TOILET WALL 1 1/2" = 1'-0"
TRIM PIECE
SEALANT JOINT STONE FLOOR
WASTE RECEPTACLE
2'-0"
10 3/4"
11"
DRAIN PIPES BLW 7'-7 1/2" F.V.
2'-0"
2'-0"
2'-0"
11"
1'-1 1/2"
10 3/4"
WOOD PANEL WALL. MITER CORNERS
TRIM PIECE
STAINLESS STL SLOT DRAIN PAN BLW
LINEAR SLOT DIFFUSER
PLAN-STN TLT PARTITION 9 1 1/2" = 1'-0"
1'-4 1/2"
CARVED STN
5'-6" F.V. 7"
11"
EQ
PIVOT DOOR. MATCH WOOD VENEER TO WOOD WALL PANELS 7'-7 1/2" F.V.
2'-6"
11"
7"
10 3/4"
11"
2'-0"
11"
6
+/- 3/4"
21
1"
14
DIMENSIONAL STONE WALL
WOOD PANELS STONE
11 EQ
PLN-STN PARTITION 1 1/2" = 1'-0"
1/4" REVEAL. PAINT BLACK & FINISH TO MATCH WOOD VENEER 3CM STONE TOILET PARTITION
HARDWOOD CHERRY TRIM. PAINT HM FRAME TO MATCH @ CORRIDOR SIDE
ASI 3
11"
2'-6"
2'-0"
11"
7"
WOOD SHELF BELOW
2'-0"
17
PLAN-CUSTOM STONE SINKS 3/4" = 1'-0"
SLOPE
1'-4 1/2"
SLOPE
1'-4 1/2"
MEN'S SINK LVL 01
4 1/4"
(2) 1/4"x 1" STN STL BARS. WELD @ INSIDE CORNER. SCREW TO HM FRAME. EXTEND TO FLOOR AND ABOVE CEILING
ASI 9 MIRROR
F
STONE
HEAD
WENGE VENEER WOOD PANELS ON Z-CLIPS ON 3/4" PLYWOOD. VENEER EXPOSED EDGES
1/4"
EQ
EQ
JAMB
T-DTL-PLAN-WOOD TO STONE TRANSITION 1 1/2" = 1'-0"
22
ASI 9-T-DTL-PLAN-Jamb@ TLT Level 01 1 1/2" = 1'-0"
WOOD VENEER INTERIOR CABINET
1'-9"
WOOD PANELS
6
CURRENT DRAWING SET:
CONSTRUCTION DOCUMENTS DESCRIPTION
01/16/2013 ISSUE DATE SHEET:
6 1/2"
EQ
1'-9 1/4"
DETAILS
1/4" EQ EDGE OF STONE SINK
WOMEN'S SINK LVL 01
12
WOOD VENEER CABINET DRAWER w/ SIDE MOUNT DRAWER SLIDES BY ACCURIDE OR EQ. MOUNT WASTE RECEPTACLE TO FRONT PANEL
A-T301
DOOR
2 1/8" STONE
14
3"
9"
2'-0"
7"
EDGE OF STONE SINK BELOW
Rev. No. Description ASI 2 JAMB DETAIL & CLNG DIFFUSERS ASI 3 HM FRAMES ASI 9 TLT DOOR SCHED & DETAILS
TRASH CHUTE IN STONE TOP ABOVE
STONE
7"
+/- 2"
7"
2'-0"
11"
PIVOT DOOR
2'-6"
EQ
REVISIONS & PREVIOUS DRAWING SETS
T-DTL-PLAN-MILLWORK1B 1 1/2" = 1'-0"
HM FRAME. PAINT TO MATCH WENGE TO THIS POINT FROM TLT SIDE.
LINE OF CLNG ABV
11"
6 1/2"
5"
16
5'-6" F.V.
7"
7"
6
S
PLAN-STONE TLT PARTITION 10 1 1/2" = 1'-0" 5'-6" F.V.
WOOD VENEER FRONT PANEL BELOW STONE
1'-9 3/4"
EQ
1 3/4"
WOOD WALL PANELS. MITER CORNERS.
TRASH CHUTE CUTOUT IN STONE TOP
A-T301
F
1/4" SEALANT JOINT
W
2'-0" PAN
SLOPE
1'-4 1/2"
1'-1 1/2" PAN
T-DTL-SECT-MILLWORK1 1 1/2" = 1'-0"
LINEAR DIFFUSER @ WOMEN'S LVL 02 & 03 RESTROOMS 1" = 1'-0"
EQ 2'-0" PAN
7"
2'-0"
SLOPE
1'-4 1/2"
7"
2'-0"
MEN'S SINK LVL 02
A
LEVEL 01 684' - 0"
3CM STONE SLAB PARTITION
10 3/4"
B
STAINLESS STEEL BASE
S
CL OF DOOR
2'-0"
2"
14
1 1/2"
WOMEN'S SINK LVL 03
H
2x4' CLNG TILE
EQ
SLOPE
SLOPE
1'-4 1/2"
2x2" TS FRAME
MEN'S SINK LVL 03
LINEAR DIFFUSER @ MEN'S LVL 02 RESTROOM 1" = 1'-0"
ANGLE POSTS
3x3x1/4" CONT ANGLES
2'-0"
20
2"
7"
WASTE RECEPTACLE
6
1 1/4"
7"
2'-0"
11"
13
1/4" SEALANT JOINT
2'-2"
2'-6"
2"
1/4" REVEAL
W
11"
+/- 4'-5 3/8"
A-T301
1/4" 1 1/4"
CARVED SLOT FOR WATER. CUT THROUGH AT DRAIN PANS. 1/2" DEEP AT ALL OTHER LOCATIONS
7"
7"
2"
CLNG TILE
DTL-SECT-STONE PARTITION 1 1/2" = 1'-0"
RECESS MOUNT WASTE CHUTE
A-T301
LEVEL 01 684' - 0"
5
5'-6" F.V.
F
LINEAR SLOT DIFFUSER
3CM STONE SLAB PARTITION
C
LINEAR DIFFUSER @ LVL 01 & MEN'S LVL 03 RESTROOMS 1" = 1'-0" 15
+/-3/4"
4
3/4" MDF w/ WOOD VENEER DRAWER FRONT
0' - 0 3/4"
3" 3/4"
LEVEL 01 684' - 0"
TRIM PIECE
(2) 1/4"x 1" STN STL BARS. WELD @ INSIDE CORNER. SCREW TO BLOCKING EXTEND TO FLOOR AND ABOVE CEILING
STAINLESS BASE BYND
3 3/4x1x1/8" STAINLESS STEEL BENT PLATE w/ FINISHED EDGES. MASTIC TO 5/8" CEMENT BOARD STONE FLOOR & 1/4" SEALANT JT @ PERIM
DETAIL 6: DTLSECT-WOOD PARTITION HAS BEEN DELETED
3CM STONE SLAB PARTITION
2"
2CM STONE ON 3/4" PLYWOOD
A-T301
3'-8" AFF
2"
STN EDGE BYND
6
ACT CEILING & TRIM PIECE
WOOD PANEL WALL
CLNG TILE
EQ 3 3/4" EQ
2"
16
6 7/8"
5"
5"
7 1/8"
LINEAR SLOT DIFFUSER
STONE WALL PANELS
RECESSED 2" STEEL CHANNEL. HOLD 2" MIN ABOVE CEILING MIN. SHIM AS NECESSARY & SCREW TO STUD FRAMING ABOVE
D
2"
13
WOOD VENEER PANELS ON Z-CLIPS ON 3/4" PLYWOOD
18GA METAL STUD FRAMING
ACT CEILING
STN FACE BYND
A-T301
ASI 2 18GA METAL STUD FRAMING TO DECK
STAMP:
SECT THROUGH LINEAR SLOT DIFFUSER 3" = 1'-0" +/- 4'-9" 1' - 0"
DTL-SECT-STN FURRING ON EXST'G STUD WALL 1 1/2" = 1'-0"
5 3/8"
1'-2" 8 1/4"
2
1' - 0"
3/4"
SEALANT JOINT
DTL-SECT-WD FURRING ON EXST'G STUD WALL 1 1/2" = 1'-0"
2"
GIATTINA AYCOCK ARCHITECTURE STUDIO INC.
4"
3 3/4"
1
GA PROJECT # 1760-RENOV1B
STONE EDGE BYND
3/4" MDF w/ WOOD VENEER
3"
3CM SOLID STONE PARTITION BYND
STONE FACE BYND
5/8" CEMENT BD
E
820 Shades Creek Parkway Birmingham, Alabama 35209
DIMENSIONAL STONE
2'-0"
2"
2CM STONE
2'-0"
ACT CLNG 8'10"
3/4" PLYWD SHEATHING OR WOOD FURRING STRIPS AS REQUIRED BY INSTALLER
REVEAL TRANSITION AND PGB BYND
1'-0"
ACT CEILING w/ TRIM PIECE
0' - 11 1/4"
ACT w/ EDGE PIECE
B.L. Harbert International
15
A-T301
T-DTL-PLAN-MILLWORK1A 1 1/2" = 1'-0" C:\Users\hrobinson\Documents\A_1760_Renov1B_Central_hrobinson.rvt
7/17/2013 10:50:08 AM
Date 4/15/13 5/09/13 07/17/13
1
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3
4
5
6
7
8
820 BUILDING RENOVATION PHASE 1B F
B.L. Harbert International 820 Shades Creek Parkway Birmingham, Alabama 35209 GA PROJECT # 1760-RENOV1B GIATTINA AYCOCK ARCHITECTURE STUDIO INC. 1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
E
STAMP:
D
H
G
F
E
D
8'-0"
K
LEVEL 03 708' - 4"
C 4
H
G
F
E
D
8'-11"
K
ELEV- CORRIDOR - LEVEL 03 SOUTH @ TOILETS 1/4" = 1'-0"
B REVISIONS & PREVIOUS DRAWING SETS
LEVEL 02 696' - 2"
F
E
CHERRY VENEER PANEL & JAMB PIECE
D
+/-8 3/4"
A
LEVEL 01 684' - 0"
2
ELEV- CORRIDOR - LEVEL 01 SOUTH @ TOILETS 1/4" = 1'-0"
DESCRIPTION
DOOR (2) 1/4"x 1" STN STL BARS. WELD @ INSIDE CORNER. SCREW TO HM FRAME. EXTEND TO FLOOR AND ABOVE CEILING
HEAD LEVEL 03
CONSTRUCTION DOCUMENTS
WENGE JAMB PIECE
+/- 2"
EQ
CURRENT DRAWING SET:
CHERRY HARDWOOD JAMB, STOP & TRIM
8'-0"
EQ
3"
HEAD LEVEL 02
WENGE VENEER WOOD PANELS ON Z-CLIPS ON 3/4" PLYWOOD. VENEER EXPOSED EDGES
1
01/16/2013
WOOD PANELS
ISSUE DATE STONE
G
1 3/4"
H
+/- 2"
K
ELEV- CORRIDOR - LEVEL 02 SOUTH @ TOILETS 1/4" = 1'-0"
1/4"
3
Rev. No. Description ASI 9 TLT DOOR SCHED & DETAILS
SHEET:
DETAILS & MISC JAMB
ASI 9-T-DTL-PLAN-Jamb@ TLT Level 02 & 03 1 1/2" = 1'-0" C:\Users\hrobinson\Documents\A_1760_Renov1B_Central_hrobinson.rvt
ASI 9
A-T302 7/17/2013 10:50:11 AM
Date 07/17/13
1
2
3
4
PLUMBING LEGEND
5
6
7
8
820 BUILDING RENOVATION PHASE 1B
PLUMBING ABBREVIATIONS PLUMBING FIXTURE BASIS OF DESIGN - FITNESS RENOVATION
COLD WATER HOT WATER SANITARY SANITARY VENT
F
GREASE PUMPED WASTE PUMPED GREY WATER
•
ABOVE
AFF
WALL CLEANOUT
ARCH
ARCHITECTURAL
BFF
BELOW FINISHED FLOOR
CO
CLEAN OUT
CW
COLD WATER
CHW
IF ADDITIONAL ACCESS PANELS ARE REQUIRED, CONSULT ARCHITECT PRIOR TO INSTALLATION. PRESERVE EXISTING SANITARY ROUTING IN DEMO PHASE TO BE UTILIZED IN NEW CONSTRCTION PHASE
WCH
MANUFACTURER & MODEL NUMBER
DESCRIPTION
WATER CLOSET, PUBLIC
REMARKS
BOWL: KOHLER K-4325 WALL MOUNTED FLUSHOMETER VALVE TOILET
WALL MOUNTED, ADA MANUAL FLUSH VALVE
VALVE: Z6000AV-WS1-YJ EXPOSED FLUSH VALVE, ADA SHW
SHOWER
UNIT: GRAFF G-8448 AQUA-SENSE COLLECTION 16" SQUARE SHOWERHEAD
1
INCLUDE SHOWER HEAD RESTRICTOR TO 2 GPM
VALVE: KOHLER K-T10182-7CP MASTERSHOWER THERMOSTATIC VALVE TRIM DRAIN: PROLINE DRAIN- LINEAR "DOTS" BOWL: CUSTOM SOLID SURFACE SINK- SEE ARCHITECTURE PLANS FAUCET: VOLA "122: WALL MOUNT SINGLE LEVER FAUCET
LAVATORY, ADA
LVH
DOWN DRAWING
ECO
EXTERNAL CLEANOUT
FT
FOOT OR FEET
FR
FROM
GPH
GALLONS PER HOUR
GPM
GALLON PER MINUTE
ELECTRIC WATER COOLER
UNIT: ELKAY EDFBWM114C IN COMBO W/ LZWSM8PK BOTTLE FILLER, NO LEAD SWIRLFLO DRINKING FOUNTAIN
MSB
MOP SERVICE BASIN
UNIT: STERN-WILLIAMS HL-1800 (24INX24INX12IN) T-10-VB MOP-SERVICE SINK FITTING WITH VACUUM BREAKER, HOSE THREAD SPOUT
COORDINATE BOTTLE FILLER LOCATION WITH ARCHITECT
GIATTINA AYCOCK ARCHITECTURE STUDIO INC.
PLUMBING FIXTURE BASIS OF DESIGN - RESTROOMS
HUB
HUB DRAIN
HW
HOT WATER
IM
ICE MAKER
IN
INCHES
LBS
POUNDS
FIXT. NO. WC
MANUFACTURER & MODEL NUMBER
DESCRIPTION
WATER CLOSET, PUBLIC
REMARKS
BOWL: TOTO 'AQUA' CT418FG, DUAL-MAX FLUSHING, LOW CONSUMPTION 1.6/0.9 GPF
WALL MOUNTED
ACCESSORIES: TOTO WT152M, IN-WALL TANK CARRIER SYSTEM, 880LB MAX LOAD, 1.6/0.9 GPF
MAX
MAXIMUM
MIN
MINIMUM
PSI
POUNDS PER SQUARE INCH
WCH
WATER CLOSET, PUBLIC
LAV-1
LAVATORY, ADA
BOWL: TOTO 'AQUA' CT418FG, DUAL-MAX FLUSHING, LOW CONSUMPTION 1.6/0.9 GPF
WALL MOUNTED, ADA
ACCESSORIES: TOTO WT152M, IN-WALL TANK CARRIER SYSTEM, 880LB MAX LOAD, 1.6/0.9 GPF BOWL: CUSTOM SOLID SURFACE SINK- SEE ARCHITECTURE PLANS FAUCET: VOLA "122" WALL MOUNT SINGLE LEVER FAUCET DRAIN:
FAUCET SELECTION BY OWNER
MCGUIRE 170 SUPPLY, MCGUIRE 8902 P-TRAP
STAMP:
SPECIFICATIONS
TP
820 Shades Creek Parkway Birmingham, Alabama 35209
1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
HOUR
SPECS
B.L. Harbert International GA PROJECT # 1760-RENOV1B
EWC
FLOOR DRAIN
HR
FAUCET SELECTION BY OWNER
DRAIN: MCGUIRE 170 SUPPLY, MCGUIRE 8902 P-TRAP
DWG
FD
E
FIXT. NO.
CHILLED WATER FOR EWC'S
DN
GENERAL NOTE: •
ABV
EWC
SINK, SINGLE BOWL
UNIT: ELKAY ERPBM28RAK, LEAD FREE, TWO LEVEL SWIRLFLO, BARRIER-FREE ACCESS, WATER COOLER
URH
URINAL, WALL HUNG
UNIT:
TRAP PRIMER
TYP
TYPICAL
VTR
VENT THROUGH ROOF
WCO
WALL CLEANOUT
WH
WALL HYDRANT
(X)
EXISTING
TOTO UT104EV COMMERCIAL WASHOUT , HIGH EFFECIENCY , AUTOMATIC W/ MANUAL PUSH BUTTON OVERRIDE CONCEALED FLUSH VALVE: TOTO TEU2GN11#SS
D NICKEL BRONZE TOP; SEE SPECIFICATION SECTION 15430 FOR CLEANOUT COVER FEATURES. CARPET MARKER IN CARPETED AREAS
STAMP
WALL CLEANOUT NOTES: 1. LOCATE CLEAN-OUT ON WALL ABOVE BASE MATERIAL.
FINISHED FLOOR OR WALK
06-13-2013
NOTES & LEGEND
2. COORDINATE FINAL CLEAN-OUT LOCATION WITH ARCHITECT; LOCATE WALL CLEAN-OUT ON THE "BACK" SIDE OF WALL.
ROUND SECURED COVER TO MATCH TOILET PREFERENCE (PER ARCHITECT)
ALTERNATE LOCATION OF CLEANOUT BRASS PLUG TRANSITION GASKET
CLEANOUT PLUG
TO SOIL OR WASTE FITTING OR EXTENSION AS REQUIRED
1 C
FLOOR CLEANOUT
P-001
NOT TO SCALE WALL BASE MATERIAL
LAV OR SINK
SOIL OR WASTE FINISHED FLOOR
4
110 DEG. TO FIXTURE
WALL CLEANOUT
P-001
NOT TO SCALE
TMV-1
140 HW SUPPLY
CW SUPPLY
FLOOR
B
2
1/ 2"
TMV DETAIL
P-001
PRECISION PRODUCTS PRO01-ULP500
CW TO FAUCET
NOT TO SCALE FA UC ET
WATER HAMMER ARRESTOR; SEE PLANS FOR SIZE AND LOCATION.
REVISIONS:
1/ 2" RIS ER
CW ANGLE VALVE
TRAP PRIMER
1
ASI #6
NK SI
QUICK CLOSURE VALVE
1/ 2"
LONG RUN OF PIPING
SHOCK FD
NOTES:
TR AP
TR A BA P P SE RI CAMER BI IN NE T PR IM ER
LIN E
CW SUPPY ANGLE COMPRESSION FITTING.
CURRENT DRAWING SET: TRAP PRIMER DRAIN LINE.
ESCUTCHEON
1. SEE PLANS FOR SIZE; WATER HAMMER ARRESTOR SIZED ACCORDING TO PLUMBING AND DRAINAGE INSTITUTE (PDI) RATING. 2. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
A
CONSTRUCTION DOCUMENTS DESCRIPTION
TO FD1
01/14/2013 ISSUEDATE
OUTLET ESCUTCHEON
3 P-001
WATER HAMMER ARRESTOR NOT TO SCALE
SHEET:
5 P-001
PLUMBING DETAILS & SCHEDULES
TRAP PRIMER RISER & DETAIL NOT TO SCALE
P-001 C:\Autodesk\Revit\012-01801-00-MEP MODEL_14572.rvt
6/13/2013 11:04:47 AM
T.7
U.3
2
Room F103
3
3
FITNESS F100
3.7 CORRIDOR F104
4
REMOVE EXISTING LAVATORY AND SHOWER CAP DOMESTIC, SANITARY. & VENT LINES
LOCKER(M) F101
NOTE: UTILIZE EXISTING SANITARY VENT PIPING IN NEW CONSTRUCTION PHASE. DO NOT REMOVE.
5
EXISTING MOP SERVICE SINK (VERIFY EXACT LOCATION) TO BE REPLACED WITH NEW FIXTURE, SEE SHEET P-F201 & F-F202 FOR LOCATION. PIPING TO BE CONFIRMED AND UTILIZED FOR NEW FIXTURE.
6
N
P
Q
R
S
S.3
T
U
FITNESS ROOM - DEMO PLUMBING TRUE NORTH
0
1
2
SCALE:
3
4
1/4" = 1'-0"
8
T.7
U.3
2
Room F103
FITNESS F100
3
3.7
COORDINATE LAVATORY PIPING INSTALLATION WITH CUSTOM FABRICATION CONTRACTOR
2"ø
CORRIDOR F104
NOTE: COORDINATE SHOWER DRAIN LOCATION WITH ARCHITECTURAL PLANS.
EWC-1 EWC-1
4 2"ø LVH
SHW
WCH
SHW
3"ø
3"ø
3"ø
3"ø
WCO
3"ø
LOCKER(M) F101
3"ø
WCH
2"ø 3"ø
LVH
WCO
3"ø 3"ø 3"ø
3"ø 2"ø 3"ø
WCO
LOCKER(W) F102
2"ø 3"ø
MSB
3"ø
3"ø LVH
UTILIZE EXISTING PIPING FOR CONNECTION TO NEW MOP SERVICE BASIN
LVH
5
SHW
SHW
NOTE: COORDINATE SHOWER DRAIN LOCATION WITH ARCHITECTURAL PLANS.
3"ø CONNECT TO EXISTING 3" SANITARY LINE FIELD VERIFY ELEVATION
COORDINATE LAVATORY PIPING INSTALLATION WITH CUSTOM FABRICATION CONTRACTOR
NOTE: UTILIZE EXISTING SANITARY VENT PIPING IN NEW CONSTRUCTION PHASE.
6
N
P
Q
R
S
S.3
T
U FITNESS ROOM - LEVEL 01
PLUMBING- GRAVITY TRUE NORTH
0
1
2
SCALE:
3
4
1/4" = 1'-0"
8
T.7
U.3
2
Room F103
FITNESS F100
3
3.7
COORDINATE LAVATORY PIPING INSTALLATION WITH CUSTOM FABRICATION CONTRACTOR EWC
CORRIDOR F104
NOTE: COORDINATE SHOWER VALVE LOCATION WITH ARCHITECTURAL PLANS.
EWC
4 LVH
LVH
WCH
SHW SHW
1/2"ø 1/2"ø 1/2"ø 1/2"ø
WCH
1 1/4"ø
1 1/4"ø
1 1/4"ø 1/2"ø 1/2"ø
LOCKER(M) F101
1/2"ø 1/2"ø
3/4"ø
1 1/2"ø 3/4"ø
1 1/4"ø 1/2"ø
1/2"ø 1/2"ø
3/4"ø
1 1/2"ø
1/2"ø 1/2"ø
1/2"ø 1/2"ø
2"ø
LOCKER(W) F102
MSB SHW
1/2"ø 1/2"ø
LVH
SHW
LVH
5 UTILIZE EXISTING PIPING FOR CONNECTION TO NEW MOP SERVICE BASIN
NOTE: COORDINATE SHOWER VALVE LOCATION WITH ARCHITECTURAL PLANS.
CONNECT TO EXISTING (VERIFY EXACT LOCATION)
COORDINATE LAVATORY PIPING INSTALLATION WITH CUSTOM FABRICATION CONTRACTOR
6
N
P
Q
R
S
S.3
T
FITNESS ROOM - LEVEL 01 PLUMBING- PRESSURE TRUE NORTH
0
1
2
SCALE:
3
4
1/4" = 1'-0"
8
U
2"ø 2"ø 3"ø
LVH WCH
3"ø
3"ø
LVH
2"ø
2"ø
3"ø
SHW
3"ø
EWC
WCO
2"ø
3"ø
SHW
3"ø
2"ø WCH SHW
LVH CONNECT TO EXISTING SANITARY & VENT PIPING VERIFY EXACT LOCATION
SHW
LVH
WCO
1
3D ISOMETRIC- PLUMBING GRAVITY
P-F301
NOT TO SCALE
1/2"ø 1 1/4"ø 1/2"ø
1/2"ø 1/2"ø LVH
1 1/4"ø
LVH
WCH
1 1/2"ø
1/2"ø 1 1/4"ø
3/4"ø
1 1/2"ø
1 1/4"ø 1/2"ø
3/4"ø
1/2"ø
SHW
1 1/4"ø
2"ø 3/4"ø
1/2"ø 1/2"ø
SHW
1/2"ø 1/2"ø
CONNECT TO EXISTING PRESSURE PIPING SYSTEM. VERIFY EXACT LOCATION NOTE: PLUMBING FIXTURES ARE NOT A DIRECT PHYSICAL REPRESENTATION OF DESIRED PLUMBING FIXTURES FOR DESIGN
1/2"ø 1/2"ø
EWC
1/2"ø 1/2"ø
WCH
LVH SHW LVH SHW
2 P-F301
3D ISOMETRIC- PLUMBING PRESSURE NOT TO SCALE
6 6
NOTE: EXISTING SANITARY VENT PIPING TO BE UTILIZED IN NEW RESTROOM CONFIGURATION. VERIFY EXACT LOCATION, AND PRESERVE IN DEMOLITION PHASE FOR NEW CONSTRUCTION PHASE. SEE PLUMBING CONSTRUCTION NOTES
WOMEN 305
SEE PLUMBING CONSTRUCTION NOTES
MEN TLT 106
MEN 304
WOMEN TLT 107 NOTE: EXISTING SANITARY VENT PIPING TO BE UTILIZED IN NEW RESTROOM CONFIGURATION. VERIFY EXACT LOCATION, AND PRESERVE IN DEMOLITION PHASE FOR NEW CONSTRUCTION PHASE.
7 7 8 8 F F
G
H
TRUE NORTH
G
H
J
J
RESTROOM LEVEL-03 DEMO
RESTROOM LEVEL-01 DEMO
PLUMBING
PLUMBING
0
1
2
SCALE:
3
4
8
TRUE NORTH
0
1/4" = 1'-0"
1
2
3
SCALE:
4
8
1/4" = 1'-0"
6
MEN 204
WOMEN 205
NOTE: EXISTING SANITARY VENT PIPING TO BE UTILIZED IN NEW RESTROOM CONFIGURATION. VERIFY EXACT LOCATION, AND PRESERVE IN DEMOLOTION PHASE FOR NEW CONSTRUCTION.
SEE PLUMBING CONSTRUCTION NOTES
7 F
G
H
J
RESTROOM LEVEL-02 DEMO PLUMBING TRUE NORTH
0
1
2
SCALE:
3
4
1/4" = 1'-0"
PLAN NOTES: 1.
SEE ARCHITECTURAL DRAWINGS FOR THE EXTENT AND SPECIFICS OF THE DEMOLITION WORK.
2.
VERTICAL SANITARY IN EXISTING WALLS BEING DEMOLISHED TO BE RELOCATED TO NEAREST USEABLE NEW WALL.
3.
CONTRACTOR TO MINIMIZE DOWN TIME FROM RELOCATION OF DOMESTIC WATER SERVICE. COORDINATE WITH OWNER BEST POSSIBLE TIME FRAME FOR DISCONNECT AND CONNECTION TO NEW SERVICE.
4.
EXISTING PLUMBING FIXTURES ARE TO BE REMOVED, PLUMBING LINES TO BE CAPPED FOR RENOVATION.
8
4" WS, 3" VS WCO
WCO
6
WC
2" WS, VS
LAV-1
LAV-1
LAV-1 2" WS, VS
4" WS, 3" VS
4" WS, 3" VS WCO
WOMEN 305
WC
LAV-1
3"ø
3" WS, 2" VS
6
WC
MEN TLT 106
LAV-1
2" WS, VS
2"ø 2"ø
4" WS, 3" VS
LAV-1
MEN 204
2"ø
4" WS, 3" VS
4" WS, 3" VS
WC
WC
LAV-1
WC
2" WS, VS
3"ø
WCH URH
MEN 304
2"ø
LAV-1
3"ø
4" WS, 3" VS
2"ø
4" WS, 3" VS
4"ø 2"ø
FD-1
2" WS, VS
WC
2" WS, 2" VS
2" WS, 2" VS
FD-1 3"ø
LAV-1 URH
FD-1
4"ø
LAV-1
WCO 3" WS, 3" VS
4" WS, 3" VS
URH WC
WOMEN 205
4" WS, 3" VS
LAV-1 URH
WOMEN TLT 107
LAV-1
2"ø
LAV-1 2" WS, 2" VS
FD-1
2" WS, VS
2" WS, VS
FD-1
WC
1 1/4"ø
2" WS, VS
3" VENT STACK
3" VENT, CONNECT TO EXISTING (VERIFY EXACT LOCATION)
EWC
1 1/4"ø
6
WCH
FD-1 3"ø
4" WS, 3" VS
URH
3"ø
2" WS, 2" VS
WC
4"ø 4" WS UP
LAV-1
3" WS, 2" VS
4"ø WCO
WCH
7
4" WS, 3" VS
4" WS, 3" VS
WCH
7
WCH 4" WS, 3" VS
4"ø
8
CONNECT TO EXISTING VERIFY EXACT LOCATION
F F
G
H
G
H
8 F
G
H CONNECT TO EXISTING, VERIFY EXACT LOCATION
J
J
RESTROOM LEVEL-03 NEW WORK
RESTROOM LEVEL-02
RESTROOM LEVEL-01
PLUMBING- GRAVITY
PLUMBING- GRAVITY
PLUMBING- GRAVITY
1
0
TRUE NORTH
7
2
3
SCALE:
4
8
TRUE NORTH
0
1/4" = 1'-0"
1
2
3
SCALE:
4
8
0
TRUE NORTH
1
2
3
4
8
J
1/4" = 1'-0"
SCALE:
1/4" = 1'-0"
1/2" CW, HW DN 1-1/4" CW DN
6 LAV-1
WC EWC 1-1/4" CW DN
1/2"ø 1 1/4"ø
1 1/2"ø 1/2"ø
6
LAV-1 WC
1/2" CW, HW DN
WOMEN 305
1-1/4" CW DN
WC
LAV-1
1/2" CW, HW DN
LAV-1 1/2"ø 1/2"ø
1/2" CW, HW DN
LAV-1 1/2" CW, HW DN
1/2" CW, HW DN
3/4"ø
WC
3/4"ø 3/4"ø
WCH
WOMEN 205
1/2" CW, HW DN
LAV-1
URH
LAV-1
3/4"ø
1/2" CW, HW DN 1-1/2" CW DN
WC MEN TLT 106
1-1/4" CW DN
WOMEN TLT 107
WC
1-1/4" CW DN
WC
1/2" CW, HW DN
3/4" CW DN
LAV-1
MEN 204
LAV-1
WC
URH 3/4" CW DN
1 1/4"ø 3/4"ø
1/2" CW, HW DN
3/4"ø 3/4"ø
WCH
LAV-1
TRAP PRIMER TO BE INSTALLED 1/2" CW LINE TO FD-1 FROM URH- FLUSH VALVE
URH
1-1/2" CW DN
1/2" CW, HW DN
URH
LAV-1
1-1/4" CW DN
1/2" CW DN
LAV-1 LAV-1
LAV-1
1 1/2"ø 1/2"ø
1/2"ø
1/2" CW, HW DN
3/4"ø
1-1/4" CW DN
2"ø
MEN 304
6
1-1/4" CW DN
WC
URH
3/4" CW DN
WC
TRAP PRIMER TO BE INSTALLED 1/2" CW LINE TO FD-1 FROM WC- FLUSH VALVE
1-1/2" CW DN 1-1/4" CW DN
7
WCH 1-1/2" CW DN
WCH 2"ø 3/4"ø
8
3/4"ø
WCH
1 1/4"ø
7
1-1/4" CW DN CONNECT TO EXISTING VERIFY EXACT LOCATION
7
CONNECT TO EXISTING VERIFY EXACT LOCATION
F
TRUE NORTH
G
H
J
F
G
H
J
2"ø 3/4"ø
CONNECT TO EXISTING, VERIFY EXACT LOCATION
F
G
H
RESTROOM LEVEL-03
RESTROOM LEVEL-02
RESTROOM LEVEL-01
PLUMBING- PRESSURE
PLUMBING- PRESSURE
PLUMBING- PRESSURE
0
1
2
SCALE:
3
4
1/4" = 1'-0"
8
TRUE NORTH
0
1
2
SCALE:
3
4
8
TRUE NORTH
1/4" = 1'-0"
0
1
2
SCALE:
3
4
8
1/4" = 1'-0"
PLAN NOTES: 1.
PLUMBING FIXTURE GEOMETRY DOES NOT MATCH THAT OF DESIRED PLUMBING FIXTURES, SEE ARHITECTURAL PLANS AND PLUMBING FIXTURE BASIS OF DESIGN FOR CORRECT MODEL SPECIFICATION.
LAV-1 LAV-1 LAV-1 4" WASTE LINE CONNECT TO EXISTING VERIFY EXACT LOCATION
LAV-1 LAV-1
LAV-1
URH WC
WC
URH
LAV-1
WC FD-1
1 1/2"ø
LAV-1
WC
URH FD-1 3"ø
1 1/4"ø
WC
WCH
WC
URH
FD-1 2"ø
URH
FD-1
WC
EWC
WCH
WC WCH
WC
2"ø
3"ø
2"ø
WC FD-1
4" WASTE LINE CONNECT TO EXISTING VERIFY EXACT LOCATION
FD-1
WCH
2"ø 4" WASTE LINE CONNECT TO EXISTING VERIFY EXACT LOCATION
WCH
LAV-1
4"ø 2"ø
LAV-1
LAV-1 4"ø
4"ø
LAV-1 2"ø
LAV-1 2"ø
4" WASTE LINE CONNECT TO EXISTING VERIFY EXACT LOCATION NOTE: PLUMBING FIXTURES DO NOT MATCH GRAPHICALLY TO THE DESIRED SELECTION.
NOTE: PLUMBING FIXTURES DO NOT MATCH GRAPHICALLY TO THE DESIRED SELECTION.
1 P-T301
3
2"ø
P-T301
3D ISOMETRIC- PLUMBING GRAVITY LEVEL 03 TOILETS NOT TO SCALE
2"ø
2
3D ISOMETRIC- PLUMBING GRAVITY LEVEL 01 TOILETS NOT TO SCALE
3D ISOMETRIC- PLUMBING GRAVITY LEVEL 02 TOILETS
P-T301
NOT TO SCALE
1/2"ø 1/2"ø 1/2"ø 1/2"ø
1/2"ø 1/2"ø
1/2"ø 1/2"ø 1 1/4"ø
1/2"ø 1/2"ø 1 1/4"ø 1/2"ø
1/2"ø
1"ø
1/2"ø 1/2"ø 1 1/4"ø
1 1/4"ø 3/4"ø
3/4"ø
1/2"ø 1/2"ø
3/4"ø 1 1/4"ø
3/4" DHW LINE 2" DCW LINE CONNECT TO EXISTING VERIFY EXACT LOCATION
1/2"ø
1 1/2"ø
3/4"ø
1 1/2"ø
2"ø
WC
LAV-1
URH
LAV-1
LAV-1
LAV-1 1 1/2"ø
URH LAV-1
1/2"ø 1/2"ø
3/4"ø
3/4"ø
LAV-1
WC
3/4"ø
URH
3/4"ø 3/4"ø
LAV-1
WC
3/4"ø
LAV-1 1 1/4"ø
1 1/2"ø
1 1/4"ø
3/4"ø
3/4"ø
3/4" DHW LINE 2" DCW LINE CONNECT TO EXISTING VERIFY EXACT LOCATION
LAV-1
3/4" DHW LINE 2" DCW LINE CONNECT TO EXISTING VERIFY EXACT LOCATION
WC
1 1/4"ø
WC URH WCH
WC
WC
WCH
URH
1/2"ø 1/2"ø 1/2"ø
WCH 1/2"ø 1/2"ø
WC WCH
WC
1/2"ø 1/2"ø
1/2"ø 1/2"ø
WC
1/2"ø 1/2"ø 1/2"ø LAV-1 LAV-1
LAV-1
WCH
LAV-1
LAV-1 LAV-1
4 P-T301
3D ISOMETRIC- PLUMBING PRESSURE LEVEL 01 TOILETS NOT TO SCALE
5 P-T301
3D ISOMETRIC- PLUMBING PRESSURE LEVEL 02 TOILETS NOT TO SCALE
6 P-T301
3D ISOMETRIC- PLUMBING PRESSURE LEVEL 03 TOILETS NOT TO SCALE
1
2
3
4
5
6
7
8
MECHANICAL SPECIFICATIONS VAV SPECIFICATIONS 19 DAMPERS:
0 PROVIDE PRECONSTRUCTION TEST AND BALANCE.
DAMPERS SHALL BE CONSTRUCTED OF SAME MATERIAL AS ASSOCIATED DUCTWORK.
1 VERIFY EXISTING CONDITIONS IN FIELD PRIOR TO BEGINNING WORK.
FIRE DAMPERS SHALL BE UNDERWRITERS APPROVED AND LABELED (UL555). FIRE DAMPERS SHALL BE RUSKIN, IBD SERIES STYLE B FOR RECTANGULAR DUCTS, IBDT SERIES STYLE B FOR LARGE OPENINGS, AND IBD2 SERIES STYLE LR FOR ROUND DUCTS. DAMPERS SHALL BE FABRICATED OF GALVANIZED STEEL AND SHALL BE OF SUCH DESIGN AND LENGTH AS TO FUNCTION AS A WALL MOUNTING SLEEVE, WHICH SHALL BE PART OF THE FIRE DAMPER. SLEEVES SHALL BE OF WELDED OR BOLTED CONSTRUCTION. CRIMPING OR TABS WILL NOT BE ACCEPTABLE SUBSTITUTES FOR WELDING OR BOLTING. AIR BALANCE OR PREFCO ARE APPROVED EQUAL.
2 OBTAIN PERMITS AND NOTIFY AUTHORITIES FOR INSPECTIONS. 3 PROVIDE 1 YEAR WARRANTY ON ALL WORK. 4 PROVIDE RECORD "AS-BUILT" PRINTS TO THE OWNER.
F
5 INSTALL FIRE-STOPPING FOR PENETRATIONS OF ALL RATED WALLS AND FLOORS.
FIRE/SMOKE DAMPERS SHALL BE CONSTRUCTED AND TESTED IN ACORDANCE WITH U.L. SAFETY STANDARD 555 AND 555S. EACH COMBINATION FIRE/SMOKE DAMPER SHALL BE 1-1/2 HOUR RATED UNDER U.L. STANDARD 555, AND SHALL FURTHER BE CLASSIFIED BY UNDERWRITERS LABORATORIES AS A LEAKAGE RATED DAMPER FOR USE IN SMOKE CONTROL SYSTEMS UNDER THE LATEST VERSION OF UL555S. THE LEAKAGE RATING UNDER UL555S SHALL BE NO HIGHER THAN LEAKAGE CLASS 1.
6 REPAIR ALL AREAS DAMAGED BY PERFORMING OR REMOVING WORK UNDER THIS CONTRACT. 7 PERFORM WORK ACCORDING TO: A. 2009 INTERNATIONAL MECHANICAL CODE (IMC) B. 2009 INTERNATIONAL PLUMBING CODE (SBCCI) C. SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA) D. MANUFACTURER'S STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS INDUSTRY, INC. (MSS) E. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA 90A)
SINGLE BLADE MANUAL VOLUME DAMPERS SHALL BE CONSTRUCTED OF 22 GAUGE GALVANIZED STEEL (BLADE AND FRAME) AND LIMITED TO 12" HIGH BLADE. BLADE EDGES SHALL BE CRIMPED OR REINFORCED. DAMPER LEVERS SHALL INDICATE POSITIVELY THE OPEN AND CLOSED POSITIONS. END BEARINGS SHALL BE MOLDED SYNTHETIC. DAMPERS SHALL BE RUSKIN MD25 OR APPROVED EQUAL (RUSKIN MDRS25 FOR ROUND DUCTS).
10 11
12
20 HYDRONIC PIPING (CHILLED WATER/HOT WATER HEATING):
2.2 SINGLE DUCT TERMINAL - DIGITAL ELECTRONIC: A. GENERAL: 1. FURNISH AND INSTALL SINGLE DUCT, TERMINALS OF THE SIZES AND CAPACITIES SHOWN IN THE PLANS OR IN THE SCHEDULES.
22 INSULATION: INSULATE REFRIGERANT PIPING WITH ONE LAYER OF 3/4 INCH THICK ELASTOMERIC CLOSED CELL TUBULAR INSULATION TO THE REFRIGERANT SUCTION LINE AND THE REFRIGERANT LIQUID LINE AFTER THE EXPANSION VALVE. COAT EXTERIOR INSULATION WITH LATEX PAINT TO PROTECT FROM THE WEATHER.
2. THE TERMINALS SHALL HAVE PRESSURE INDEPENDENT DIGITAL CONTROL AND SHALL BE RESET FOR AIR FLOW BETWEEN ZERO AND MAXIMUM CATALOGED CFM. AIR FLOW LIMITERS WILL NOT BE ACCEPTED.
INSULATE HOT WATER, STEAM AND CONDENSATE PIPING WITH 1 INCH THICK GLASS FIBER INSULATION WITH FSK JACKET AS MANUFACTURED BY OWENS CORNING, MANVILLE, KNAUF, OR CERTAINTEED. PROVIDE PIPE LABELS ON 20 FT. CENTERS AND ON BOTH SIDES OF EACH WALL PENETRATION.
3. AT AN INLET VELOCITY OF 2000 FPM, THE DIFFERENTIAL STATIC PRESSURE FOR ANY SIZE OF TERMINAL SHALL NOT EXCEED 0.10" WG FOR THE BASIC TERMINAL, OR 0.25" WG WITH ATTENUATOR ADDED. FIBER WITH HIGH DENSITY FACING. INSULATION IS UL LISTED AND:
INSULATE CHILLED WATER PIPING WITH 2" CELLULAR GLASS INSULATION (FOAMGLAS OR APPROVED EQUAL).
4. PERFORMANCE SHALL BE ARI CERTIFIED.
INSULATE DOMESTIC COLD WATER PIPING WITH ONE LAYER OF 3/4 INCH ELASTOMERIC CLOSED CELL TUBULAR OR 1/2 INCH FIBERGLASS INSULATION.
5. THE TERMINAL INLET SHALL BE EQUIPPED WITH A CROSS-SHAPED FLOW SENSOR WITH AMPLIFYING PRESSURE PICKUP POINTS CONNECTED TO CENTRAL AVERAGING CHAMBERS. THE SENSOR SHALL AMPLIFY THE DUCT VELOCITY PRESSURE BY A FACTOR OF 1.75 AND SHALL MAINTAIN CONTROL ACCURACY WITH THE SAME SIZE INLET DUCT IN ANY CONFIGURATION.
DOMESTIC HOT WATER PIPING 1 INCH AND SMALLER MAY BE INSULATED WITH 3/4 INCH THICK ELASTOMERIC CLOSED CELL INSULATION IN LIEU OF FIBERGLASS. PIPING INSTALLED OUTDOORS SHALL BE COVERED WITH .016 IN. THICK ALUMINUM JACKET, AND HELD IN PLACE WITH 1/2 INCH WIDE ALUMINUM BANDS ON 9 INCH CENTERS. FITTINGS SHALL BE COVERED WITH MITERED SEGMENTS OF JACKETS OR TWO PIECE PREFORMED FITTING COVERS. PROVIDE ANGLE RING ESCUTCHEONS AT WALL, CEILING OR FLOOR PENETRATIONS.
6. ALL EQUIPMENT AND CONTROLS SHALL BE UL LISTED, FIRE RETARDANT (FR) TYPE. B. CONTROLLER: 1. THE CONTROLLER SHALL BE EQUIPPED WITH PRESSURE INDEPENDENT DIGITAL CONTROLS SHALL BE COMPATIBLE WITH THE EXISTING CONTROL SYSTEM. CONTROLLER ACTION MUST BE FIELD SELECTABLE WITH THE CHANGE OF A SWITCH FOR COMPATIBILITY WITH DIRECT ACTING OR REVERSE ACTING THERMOSTATS.
23 PROVIDE METAL INSULATION SHIELDS AND RIGID INSULATION INSERTS AT EACH PIPE HANGER. 24 PROVIDE ENGRAVED BRASS VALVE TAGS FOR EACH VALVE AND A VALVE CHART FOR ALL NEW WORK. 25 ALL WORK SHALL BE FIRST CLASS WITH EMPHASIS ON NEATNESS AND WORKMANSHIP. 26 ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
2. THE TERMINAL MANUFACTURER SHALL FURNISH AND INSTALL ELECTRIC DAMPER ACTUATORS WITH ALL-METAL CASINGS SELECTED WITH A 5 TO 10 PSI SPRING RANGE TO DELIVER A MINIMUM OF 40 INCH POUNDS OF TORQUE TO THE DAMPER SHAFT.
27 SYSTEM SHALL BE BALANCED TO WITHIN 10% OF THE AIR AND WATER QUANTITIES SPECIFIED ON THE DRAWINGS. 28 SUBMIT SHOP DRAWINGS FOR ALL MATERIAL AND EQUIPMENT TO ENGINEER FOR REVIEW. INCLUDE COMPLETE DESCRIPTIVE DATA WITH DIMENSIONS, OPERATING DATA AND WEIGHT FOR EACH ITEM OF EQUIPMENT. CAREFULLY EXAMINE SHOP DRAWINGS TO ASSURE COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS PRIOR TO SUBMITTAL TO ENGINEER. SHOP DRAWINGS AND SUBMITTALS SHALL BEAR THE STAMP OF APPROVAL OF THE CONTRACTOR AS EVIDENCE THAT THE DRAWINGS HAVE BEEN CHECKED BY HIM. DRAWINGS SUBMITTED WITHOUT THIS STAMP OF APPROVAL WILL NOT BE CONSIDERED AND WILL BE RETURNED FOR PROPER RESUBMISSION.
CEILING AIR DEVICES:
SGA
D. REFER TO SECTION 15050, BASIC MATERIALS AND METHODS FOR SOUND PRESSURE LEVEL, ROOM AND CEILING EFFECT.
BUTTERFLY VALVES SHALL BE LUG TYPE, CLASS 150, KEYSTONE FIG. 2, NIBCO, GRINNELL OR POWELL. VALVES SHALL HAVE IRON BODY, ALUMINUM BRONZE DISC, EXTENDED NECK, 316 STAINLESS STEEL SHAFT AND REMOVABLE EPDM LINER. MANUALLY OPERATED VALVES 6 INCHES AND LARGER SHALL BE HANDWHEEL OPERATED, 5 INCHES AND SMALLER SHALL BE TRIGGER LOCK, LEVER OPERATED TYPE.
PROVIDE TRANSITION FROM RUNOUT SIZE TO DIFFUSER NECK SIZE WHERE REQUIRED.
EGA
C. TERMINAL BOX FOR SOUND POWER LEVELS FOR RADIATED AND DISCHARGE NOISE SHALL BE TESTED IN ACCORDANCE WITH 150 STANDARD 5219, 150 STANDARD 3741, ARI-ADC STANDARD 880, REFERENCED TO 10-12 WATTS.
GATE VALVES UP TO 1 1/2 INCHES SHALL BE BRONZE, THREADED, INSIDE SCREW RISING STEM, WITH UNION BONNETT SUITABLE FOR 150 PSI WSP. GATE VALVES 2 INCHES THROUGH 4 INCHES SHALL BE IRON BODY, BRONZE MOUNTED, OS&Y WITH BOLTED BONNET, SUITABLE FOR 125 PSI WSP. GATE VALVES SHALL BE POWELL, CRANE, JENKINS, LUNKENHEIMER, WALWORTH OR APPROVED EQUAL.
DIFFUSERS AND GRILLES ARE IDENTIFIED BY TYPE AND AIR FLOW QUANTITIES (CFM) INSIDE "OCTAGONAL" SYMBOLS. AIR DEVICE FRAMES SHALL BE SUITABLE FOR THE CEILING TYPES TO BE MOUNTED IN. EXTERIOR FINISHES SHALL BE WHITE BAKED ENAMEL (UNLESS OTHERWISE NOTED). TYPES ARE AS FOLLOWS:
C
GA PROJECT # 1760-RENOV1B
D. DAMPER: 1. THE DAMPER SHALL BE HEAVY GAUGE METAL, WITH ITS SHAFT ROTATING IN DELRIN SELF-LUBRICATING BEARINGS. THE SHAFT SHALL BE MARKED ON THE END TO INDICATE THE DAMPER BLADE POSITION. THE TERMINAL SHALL BE DESIGNED FOR FIELD CONVERSION FROM NORMALLY OPEN TO NORMALLY CLOSED, OR VICE VERSA, WITHOUT RELOCATING THE ACTUATOR, CHANGING PARTS OR ADDING RELAYS.
GIATTINA AYCOCK ARCHITECTURE STUDIO INC. 1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
E. HOT WATER HEATING COILS: 1. HOT WATER HEATING COILS SHALL BE PROVIDED IN THE CAPACITIES SHOWN ON THE DRAWINGS. 2. TERMINALS WITH HEATERS SHALL BE UL OR ETL LISTED AS COMPLETE ASSEMBLIES AND SHALL BEAR THE LISTING MARK AND LABEL. EACH HEATER SHALL MEET ALL REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. 3. HEATERS SHALL BE FACTORY SELECTED AND ARI CERTIFIED. 4. HYDRONIC REHEAT COILS SHALL BE CERTIFIED IN ACCORDANCE WITH ARI STANDARD 410 WHEN USED WITHIN THE PARAMETERS OF THE STANDARD. COILS SHALL BE TESTED HYDROSTATICALLY AT 300 PSIG, THEN PNEUMATIC LEAK TESTED AT 250 PSIG UNDERWATER. ACCEPTABLE MANUFACTURERS SHALL INCLUDE L.J. WING, MARLO, AND TRANE. COILS SHALL BE CONTRUCTED AS FOLLOWS: A. CASING: MINIMUM 14 GA ASTM A526 G90 GALVANIZED STEEL. B. INLET AND OUTLET HEADERS: HARD DRAWN SEAMLESS COPPER TUBE CONFORMING TO ASTM B-88 C. PRIMARY SURFACE: 5/8 INCH O.D. ROUND SEAMLESS COPPER TUBES CONFORMING TO ASTM B-88. TUBE WALL THICKNESS SHALL BE MIN. 0.020 INCH FOR TUBES AND MIN. 0.032 INCH FOR COIL RETURN BENDS. D. SECONDARY SURFACE: 0.010 INCH THICK NON-CONFIGURATED ALUMINUM FINS. TUBES SHALL BE MECHANICALLY EXPANDED INTO FINS. E. SUPPLY AND RETURN CONNECTIONS SHALL BE ON THE SAME SIDE OF THE COIL. 2.4 START-UP:
STAMP:
A. THE MANUFACTURER SHALL PROVIDE THE SERVICES OF A FACTORY TRAINED ENGINEER TO ASSIST THE INSTALLING CONTRACTOR AND AIR BALANCE CONTRACTOR DURING INSTALLATION. WHEN THE INSTALLATION IS COMPLETE, THE MANUFACTURER'S ENGINEER SHALL PROVIDE A PRINT-OUT SHOWING SATISFACTORY COMMUNICATION WITH ALL THE TERMINALS, AND A RECORD OF SET POINTS AND MINIMUM AND MAXIMUM AIR FLOW LIMITS FOR EACH TERMINAL. THIS ENGINEER SHALL INSTRUCT THE OWNERS PERSONNEL FOR ONE DAY SHORTLY AFTER THE SYSTEM IS FIRST IN OPERATION. PART 3 - INSTALLATION A. PROVIDE BOXES AS SCHEDULED ON DRAWINGS. BOXES SHALL BE SUSPENDED BY FOUR 1/4 INCH DIAMETER HANGER RODS FROM CONCRETE STRUCTURE BY PHILLIPS DRILL COMPANY RED HEAD, OR APPROVED EQUAL, SELF-DRILLING ANCHORS. BOXES SHALL BE INSTALLED AND LOCATED TO PERMIT EASY ACCESS TO THE ACCESS DOOR IN THE BOTTOM TO THE CONTROLLER AND CONTROL LINKAGE. BOXES SHALL BE CONNECTED TO MEDIUM PRESSURE DUCTWORK USING FLEXIBLE DUCTS.
STAMP NOTES & LEGEND
B. SELECT BOXES SO THAT THE NOISE LEVEL IN THE OCCUPIED SPACE SHALL NOT EXCEED THE LEVEL SPECIFIED. C. REFER TO ELECTRICAL DRAWINGS FOR LOCATION OF LIGHTING FIXTURES. END OF SECTION
REVIEW OF SHOP DRAWINGS BY THE ENGINEER DOES NOT RELIEVE CONTRACTOR OF RESPONSIBILITY FOR ERRORS AND OMISSIONS IN SHOP DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS AND SIZES OF EQUIPMENT. INFORM ENGINEER IN WRITING OF EQUIPMENT DIFFERING FROM THAT SHOWN.
CEILING DIFFUSERS SHALL BE SQUARE PLAQUE, ALUMINUM CONSTRUCTION WITH ROUND NECK, AND OPPOSED BLADE DAMPER. DIFFUSERS SHALL BE TITUS OMNI TYPE 3 (LAY-IN) OR EQUAL BY PRICE, TUTTLE AND BAILEY OR CARNES. PLENUM SLOT DIFFUSERS SHALL BE MODULINEAR FACTORY SUPPLIED PLENUM, ADJUSTABLE, TITUS MODEL MPI-39, 1 INCH WIDE, 4-SLOTS 4 FEET IN LENGTH UNLESS OTHERWISE NOTED, WITH INTERNAL INSULATION AND WITH INLET SIZE AS SHOWN ON PLAN. PLENUM TO BE FACTORY SUPPLIED. EQUALS BY PRICE, TUTTLE & BAILEY, OR CARNES. LINEAR DIFFUSERS SHALL BE TITUS FL-10 (FLOWBAR) WITH 1" SLOT. PROVIDE WITH FACTORY SUPPLIED INSULATED PLENUM. FINISH SHALL BE WHITE. COORDINATE. EQUALS SHALL BE ENGINEER/ARCHITECT PRIOR APPROVED. EXHAUST GRILLE SHALL BE SQUARE GRID TYPE CONSTRUCTED OF EXTRUDED ALUMINUM WITH 1/2 INCH GRID. GRILLE SHALL BE TITUS 350FL OR EQUAL BY PRICE, TUTTLE AND BAILEY OR CARNES.
HVAC LEGEND
GENERAL NOTES:
SUPPLY REGISTERS SHALL BE DOUBLE DEFLECTION GRILLES WITH VERTICAL FACE BARS, ON 3/4" SPACING. REGISTER SHALL INCLUDE AN AG-15 OPPOSED BLADE DAMPER. SIDEWALL REGISTERS SHALL BE TITUS 300RL OR EQUAL BY PRICE, TUTTLE AND BAILEY OR CARNES. DUCT SMOKE DETECTOR
TRANSITION T
Mark
Manufacturer
Model
Nominal Inlet Size
VAV-1 VAV-2
TRANE TRANE
VCW VCW
16" 12"
AIR TERMINAL WITH HOT WATER REHEAT SCHEDULE Coil Capacity (MBH) Design Air Flow Min. Air Flow Heating Air Flow 2625 CFM 1150 CFM
800 CFM 350 CFM
2100 CFM 925 CFM
91.2 40.2
CONICAL SPIN-IN FITTING WITH BUTTERFLY DAMPER
EDB (F)
LDB (F)
GPM
55 55
95 95
6.1 3.0
EWT (F) LWT (F) 180 180
150 150
Control Power 24V 24V
Remarks 1, 2, 3, 4 1, 2, 3, 4
45째 TAKE-OFF WITH MANUAL VOLUME DAMPER
REMARKS: 1. MANUFACTURER SHALL VERIFY INLET, COIL AND DAMPER SIZES & COORDINATE ANY CHANGES WITH MECHANICAL CONTRACTOR. 2. TEMPERATURE CONTROLS CONTRACTOR TO PROVIDE DEDICATED 120V POWER FROM J-BOX ABOVE CEILING THROUGH TRANSFORMER ABOVE CEILING. 3. VAV BOX SHALL BE PRESSURE INDEPENDENT. 4. PROVIDE DDC CONTROLS
MANUAL VOLUME DAMPER
Mark
Manufacturer
Model
Flow Rate (CFM)
EF-1
Greenheck
BSQ
450
LOW TEMPERATURE HOT WATER SUPPLY (180째F)
HWR
LOW TEMPERATURE HOT WATER RETURN
1. ALL CONTRACTORS INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, PLUMBING, AND CONTROLS SHALL NOT INSTALL HARDWARE, ELECTRICAL CONDUITS, EQUIPMENT, ETC. THAT OBSTRUCTS THE ACCESSIBILITY OF EQUIPMENT EITHER ABOVE CEILING OR BELOW IT. THIS INCLUDES BUT IS NOT LIMITED TO EQUIPMENT SUCH AS VAV AIR TERMINALS, FAN COIL UNITS, PUMPS, EXHAUST FANS, ELECTRICAL DISCONNECTS, FIRE OR SMOKE DAMPERS, DUCT ACCESSES, ETC... 2. COORDINATE CEILING AIR DEVICE LOCATIONS WITH LIGHTING PLAN AND ARCHITECT'S REFLECTED CEILING PLAN. WHERE DEVICE LOCATIONS SHOWN ON ARCHITECTURAL DRAWINGS ARE DIFFERENT FROM MECHANICAL DRAWINGS, CONFLICT SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND MECHANICAL ENGINEER FOR REVIEW.
CHWS
CHILLED WATER SUPPLY
3. SPACE ABOVE CEILING IS LIMITED. CAREFUL FIELD COORDINATION BY THE CONTRACTORS WITH LIGHTING, ELECTRICAL, PLUMBING, STRUCTURE, ALL OTHER EQUIPMENT AND ARCHITECTURAL WORK IS CRITICAL TO HYDRONIC AND DUCTWORK INSTALLATION.
CHWR
CHILLED WATER RETURN
4. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
CWS
CONDENSER WATER SUPPLY
CWR
CONDENSER WATER RETURN EXISTING PIPE
5. DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL DETAILS NOR CHANGES IN DUCTWORK ELEVATIONS NECESSARY FOR COMPLETE INSTALLATION. 6. PROVIDE NECESSARY OFFSETS IN PIPING, AND DUCTWORK AS REQUIRED TO ACCOMMODATE INSTALLATION. CONTRACTOR SHALL ALLOW FOR ANY CONFLICTS ENCOUNTERED.
CAP MOTOR OPERATED DAMPER MOD
EXT SP
Fan RPM
Type
Fan H.P.
Disconnect
Volts/Ph/Hz
Drive
1.00 in-wg
1807
Inline
1/3
BY DIV. 15
115/1/60
Belt
Remarks
ELBOW, 90째, LONG RADIUS
7. PROVIDE ALL CLEARANCES, AS REQUIRED BY CODE AND MANUFACTURER'S INSTRUCTIONS, FOR ALL MECHANICAL EQUIPMENT.
ELBOW, TURNED UP
8. ALL DUCT DIMENSIONS ARE INSIDE CLEAR SIZES.
ELBOW, TURNED DOWN
9. ALL WORK, EQUIPMENT, AND INSTALLATION SHALL MAINTAIN UL LISTING.
BALL VALVE
10. MOUNT THERMOSTATS 4'-0" ABOVE FINISHED FLOOR. COORDINATE EXACT LOCATION WITH ARCHITECT.
BUTTERFLY VALVE
11. COORDINATION SHOP DRAWINGS SHALL BE PREPARED FOR THE ENTIRE PROJECT DRAWN TO 1/4" = 1'-0" SCALE (MINIMUM). DRAWINGS SHALL BE FULLY DIMENSIONED, INCLUDING ELEVATIONS OF DUCTWORK AND PIPING SHOWING CEILING GRIDS, LIGHTING LAYOUT, PIPING UNDER OTHER DIVISIONS, CABLE TRAYS, AND MAJOR ELECTRICAL CONDUIT (2 INCHES IN DIAMETER AND LARGER). IN ADDITION TO THE ABOVE SAID DRAWINGS, PROVIDE ABOVE CEILING COORDINATION DRAWINGS FOR THE ENTIRE PROJECT FOR ALL TRADES PRIOR TO CONSTRUCTION SHOWING EQUIPMENT AND ALL REQUIRED SERVICE CLEARANCES FOR ALL TRADES. FURNISH TWO COPIES, ONE TO THE ARCHITECT AND ONE TO THE ENGINEER. FIELD COORDINATION IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SHALL BE BASED ON THE ABOVE SAID DRAWINGS. ARCHITECT OR ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY COORDINATION ERRORS RESULTING IN, BUT NOT LIMITED TO, EXTRA WORK, REWORK, OR ADDED PROJECT COST.
1, 2, 3 FIRE DAMPER AND SLEEVE, PROVIDE ACCESS DOOR
REMARKS: 1. PROVIDE INTEGRAL DISCONNECT, BACKDRAFT DAMPER, AUTO BELT TENSIONER AND BELT GUARD. 2. COOK AND BRIEDERT ARE APPROVED EQUALS. 3. EXHAUST FAN TO RUN WHEN MAIN AHU IS IN OCCUPIED MODE - INTERLOCK WITH AHU PNEUMATIC CONTROL.
THERMOSTAT
HWS
NAME(E)
EXHAUST FAN SCHEDULE
B
820 Shades Creek Parkway Birmingham, Alabama 35209
2. THE DAMPER SHALL HAVE A BUILT-IN STOP TO PREVENT OVER STROKING AND SHALL SEAL AGAINST A CLOSED-CELL FOAM GASKET, TO LIMIT CLOSE-OFF LEAKAGE TO THE MAXIMUM VALUES SHOWN IN MANUFACTURERS DATA.
B. TERMINAL BOX PERFORMANCE SHALL BE ADC CERTIFIED IN ACCORDANCE WITH ARI ADC STANDARD 880.
BALL VALVES UP TO 3/4 INCH SIZE SHALL BE TWO-PIECE, FULL PORT WITH BRONZE BODY, BRONZE BALL, TFE SEAT, SUITABLE FOR 600 PSI WOG. BALL VALVES 1" AND LARGER SHALL BE THREE-PIECE FULL PORT TYPE. BALL VALVES SHALL BE APOLLO, WATTS OR NIBCO.
MEDIUM PRESSURE DUCTWORK: MEDIUM PRESSURE DUCTWORK SHALL BE MINIMUM 24 GAGE GALVANIZED STEEL, ROUND SPIRAL LOCKSEAM CONSTRUCTION (ASTM A525, A526, AND A527(G60)). ELBOWS SHALL BE OF DIE-STAMPED OR GORED CONSTRUCTION WITH A RADIUS 1.5 TIMES THE ELBOW DIAMETER. DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND THE SMACNA HVAC DUCT CONSTRUCTION MANUAL. DUCTWORK SHALL BE UNLINED, WRAPPED WITH 2 INCH THICK, 3/4 PCF GLASS FIBER DUCT INSULATION WITH ALUMINUM OR FSK VAPOR BARRIER. DUCTWORK SHALL BE MANUFACTURED BY UNITED MCGILL, SEMCO, OR MONROE.
LDB
1.5 ACCEPTABLE MANUFACTURERS:
1. THE TERMINAL CASING SHALL BE 22 GAUGE GALVANIZED STEEL, INTERNALLY LINED WITH 1 IN. THICK DUAL DENSITY FIBERGLASS INSULATION WHICH COMPLIES WITH UL 181 AND NFPA 90A. ALL EXPOSED INSULATION EDGES SHALL BE COATED WITH NFPA 90A APPROVED SEALANT TO PREVENT EROSION. THE CASING SHALL BE SEALED TO HOLD PER MANUFACTURERS DATA.
B.L. Harbert International
A. THE UNITS SHALL HAVE THE PERFORMANCE AS SCHEDULED.
FLEXIBLE DUCT CONNECTORS ON SUPPLY RUNOUTS SHALL BE UL LISTED (INSULATED). LENGTHS SHALL NOT EXCEED FIVE FEET (5'). BENDS SHALL NOT EXCEED 45째.
LDA
A. SUBMITTALS SHALL INCLUDE MANUFACTURERS DATA, CERTIFIED PERFORMANCE DATA, SOUND POWER LEVELS (AT THE MID-FREQUENCY OF EACH OCTAVE BAND) CONTROL SCHEMATIC, CONTROLLER MANUFACTURER'S LITERATURE, AND SCHEDULE INDICATING ROOM NUMBER WHICH THE BOX SERVES, BOX TYPE, BOX SIZES, CFM AND NOISE LEVEL (NC RATING) OF ALL BOXES.
2.1 GENERAL:
21 VALVES:
PROVIDE CONICAL SPIN-IN FITTINGS WITH BALANCING DAMPERS AT EACH DIFFUSER RUN-OUT.
CDA
5. THE NORMALLY-OPEN TERMINAL SHALL BE CAPABLE OF OPERATING IN AN EARLY MORNING WARMUP CYCLE. C. CASING:
1. NFPA 90A - INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS
PART 2 - PRODUCTS
HYDRONIC PIPING SHALL BE SCH. 40 SEAMLESS CARBON STEEL, ASTM 106 WITH THREADED JOINTS, OR TYPE "L" HARD DRAWN COPPER TUBING CONFORMING TO ASTM B-88 WITH SOLDER JOINTS.
MOUNT THERMOSTATS AND TEMPERATURE SENSORS 48 INCHES A.F.F. AT LOCATIONS SHOWN AND RUN WIRING IN CONDUIT TO DEVICE CONTROLLED. 14 ACCESS DOORS SHALL BE DOUBLE LATCH WITH 3/4-INCH BY 1/8-INCH NEOPRENE SEALS AT CONNECTIONS TO DUCT AND AT DOOR TO FRAME CONNECTION. 15 MAKE RECTANGULAR BRANCH CONNECTIONS IN EXHAUST DUCTS USING 45 DEGREE ENTRY FITTING WITH VOLUME DAMPER IN BRANCH. 16 ALL WORK SHALL BE FIRST CLASS WITH EMPHASIS ON NEATNESS AND WORKMANSHIP. 17 ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 18 SYSTEM SHALL BE BALANCED TO WITHIN 10% OF THE AIR AND WATER QUANTITIES SPECIFIED ON THE DRAWINGS. 19
4. THE TERMINAL SHALL BE SUITABLE FOR OPERATION WITH THE EXISTING THERMOSTAT FROM ANY APPROVED CONTROL MANUFACTURER.
A. NATIONAL FIRE PROTECTION ASSOCIATION:
A. PRICE IS BASIS OF DESIGN. TITUS, TRANE AND ENVIRONMENTAL TECHNOLOGIES ARE APPROVED EQUAL.
MOTORIZED CONTROL DAMPERS SHALL BE AIR FOIL, LOW LEAKAGE TYPE. RUSKIN CD-50 OR APPROVED EQUAL.
13
D
B. THE WORK OF THIS SECTION IS SUBJECT TO THE REQUIREMENTS OF THE MECHANICAL GENERAL SECTION 15010. 1.2 RELATED WORK SPECIFIED ELSEWHERE: A. BASIC MATERIALS AND METHODS B. LOW PRESSURE DUCTWORK C. MEDIUM PRESSURE DUCTWORK D. TEMPERATURE CONTROLS 1.3 CODES AND STANDARDS:
1.4 SUBMITTALS:
MULTIBLADE MANUAL VOLUME DAMPERS SHALL BE CONSTRUCTED OF SHEET METAL THE SAME MATERIAL AS ADJACENT DUCTWORK. DAMPER FRAME SHALL NOT BE LESS THAN 16 GAUGE. DAMPER BLADES NOT WIDER THAN 6 INCHES SHALL BE THE SAME MATERIAL AS THE FRAME. DAMPER EDGE SEALS SHALL BE EPDM, JOINT SEALS SHALL BE METAL COMPRESSION TYPE. DAMPER LEAKAGE SHALL BE LIMITED TO 10 CFM PER SQ. FT. AT 4 INCH W.G. WHEN TESTED IN ACCORDANCE WITH AMCA STANDARD 500. CONTROL DAMPER SHALL BE RUSKIN CD36 OR APPROVED EQUAL. MANUAL VOLUME DAMPER SHALL BE RUSKIN MD35 OR APPROVED EQUAL.
EXPOSED RECTANGULAR DUCTWORK: SHALL BE INSULATED WITH TWO INCH THICK MINERAL-FIBER BOARD WITH A MINIMUM R VALUE 6.0. COVER EXPOSED DUCTWORK WITH A PAINTABLE GLASS CLOTH FIELD APPLIED JACKET. DUCTS 18 INCHES AND LARGER ON ANY SIDE SHALL BE STIFFENED BY BEADING ON, NOT TO EXCEED 12 INCH CENTERS. UNLESS NOTED OTHERWISE THE MINIMUM PRESSURE/VELOCITY CLASSIFICATION SHALL BE 2 INCH W.G. PLUS OR MINUS, AT 2500 FT. PER MINUTE, DUCT SEAL CLASS "A". LINED DUCTS SHALL BE 2 INCHES GREATER IN BOTH DIMENSIONS THAN THAT INDICATED ON DRAWINGS. PROVIDE SHEET METAL LAGGING STRIP SECURELY ATTACHED TO DUCT TO PROTECT ENDS OF INSULATION. 9
3. CONTROLS SHALL BE COMPATIBLE WITH PNEUMATIC INLET VELOCITY SENSORS SUPPLIED BY THE TERMINAL MANUFACTURER. THE SENSOR SHALL BE MULTI-POINT CENTER AVERAGING TYPE, WITH A MINIMUM OF FOUR MEASURING PORTS PARALLEL TO THE TAKE-OFF POINT FROM THE SENSOR. THE SENSOR MUST PROVIDE A MINIMUM DIFFERENTIAL PRESSURE SIGNAL OF 0.03 WG AT AN INLET VELOCITY OF 500 FPM. FLOW MEASURING TAPS AND FLOW CURVES SHALL BE SUPPLIED WITH EACH TERMINAL FOR FIELD BALANCING THE AIR FLOWS.
2. NFPA 90B - WARM AIR HEATING AND AIR CONDITIONING SYSTEMS
8 LOW PRESSURE DUCTWORK: GALVANIZED/RETANGULAR DUCTWORK: LOW PRESSURE DUCTWORK SHALL BE GALVANIZED STEEL SHEET METAL FABRICATED AND INSTALLED IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS, METAL AND FLEXIBLE AND TIMA DUCT CONSTRUCTION MANUAL. GALVANIZED/ROUND DUCTWORK: LOW PRESSURE DUCTWORK SHALL BE ROUND, SPIRAL LOCKSEAM GALVANIZED STEEL WITH PAINT GRIP FINISH AS MANUFACTURED BY UNITED MCGILL. SEMCO, OR MONROE METALS AND INSTALLED IN ACCORDANCE WITH SMALNA HVAC DUCT CONSTRUCTION STANDARDS: METAL AND FLEXIBLE TIMA DUCT CONSTRUCTION STANDARDS. ALL DUCT SURFACES THAT CONTACT UNCOATED STEEL OR COPPER SHALL BE DI-ELECTRICALLY ISOLATED WITH TWO COATS OF ZINC CHROMATE PAINT, ONE LAYER OF ASPHALT IMPREGNATED PAPER, OR ONE COAT OF BITUMINOUS PAINT. ALL SUPPLY INSULATION: SUPPLY DUCTWORK SHALL BE WRAPPED WITH 2 INCH THICK, 3/4 PCF GLASS FIBER DUCT INSULATION WITH ALUMINUM OR FSK VAPOR BARRIER. JOINTS AND SEAMS IN SUPPLY DUCTWORK SHALL BE SEALED WITH UNITED DUCT SEALER OR HARDCAST IRON GRIP NO. 601 TIMA DUCT CONSTRUCTION MANUAL. RETURN DUCTWORK SHALL BE LINED WITH ONE INCH THICK ACOUSTICAL LINER. LINER SHALL BE 1 INCH THICK CERTAIN-TEED OR OWENS-CORNING AEROFLEX TYPE 300 MONOLITHIC CONSTRUCTED, LONG GLASS FIBER INSULATION WITH UNIFORM DENSITY. INSULATION AND ADHESIVES SHALL COMPLY WITH THE REQUIREMENTS OF NFPA-90A (LATEST EDITION) AS TO FLAME SPREAD AND SMOKE DEVELOPMENT RATINGS. LINER SHALL MEET THE EROSION TEST METHOD DESCRIBED IN UL PUBLICATION NO. 181. INSULATION SHALL BE SECURED TO ALL DUCT SURFACES BY FIRMLY PRESSING INTO WET ADHESIVE APPLIED TO 100 PERCENT OF THE DUCT SURFACE. IN ADDITION, INSULATION ON TOP, BOTTOM AND SIDES OF HORIZONTAL DUCTS AND ALL SIDES OF VERTICAL DUCTS SHALL BE HELD IN PLACE WITH INSULPINS WELDED TO DUCT ON 12 TO 18 INCH CENTERS AND WITH CLIPS SLIPPED OVER THE PINS.
E
A. THIS SPECIFICATION DESCRIBES THE AIR TERMINAL UNITS AND ACCESSORIES NECESSARY FOR A COMPLETE INSTALLATION.
820 BUILDING RENOVATION PHASE 1B
FD
CALIBRATED BALANCING VALVE FIRE/SMOKE DAMPER AND SLEEVE, PROVIDE ACCESS DOOR
BALANCING VALVE
SUPPLY AIR FLOW
TEE
EXHAUST INLET OR RETURN AIR FLOW
TIE NEW INTO EXISTING
F/SD
UC
UNDERCUT DOOR 1"
GRAPHIC SCALES:
12. PROVIDE 1 YEAR WARRANTY ON ALL WORK. 13. PROVIDE RECORD "AS-BUILT" PRINTS TO THE OWNER. (3 COPIES)
NOTE: THIS LEGEND IS FOR REFERENCE ONLY. ALL SYMBOLS WHICH APPEAR WITHIN THE LEGEND MAY NOT APPLY TO THIS PROJECT.
14. INSTALL FIRE-STOPPING FOR PENETRATIONS OF ALL RATED WALLS AND FLOORS. RETURN 15. REPAIR ALL AREAS DAMAGED BY PERFORMING OR REMOVING WORK UNDER THIS CONTRACT. SUPPLY FIRST THREE LETTERS REFERENCE AIR DEVICE TYPE IN SPECIFICATIONS (CDA)
NUMBER OF DUPLICATE AIR DEVICES DESIGNATED BY THIS SYMBOL (3) (3)
CDA4 12X12
A
250
NECK SIZE IN INCHES (12"x12")
FOURTH CHARACTER INDICATES BLOW PATTERN (4-WAY).
AIR QUANTITY DELIVERED BY DEVICE IN CFM (250 CFM)
AIR DEVICE LEGEND NO SCALE
16. CONTRACTOR RESPONSIBLE FOR VERIFYING, PRIOR TO CONSTRUCTION, ALL EXISTING CONDITIONS, EQUIPMENT CLEARANCES, FITS AND NOTIFYING ENGINEER IN WRITING, PRIOR TO CONSTRUCTION, OF ANY CONFLICTS. 17. REPAIR ALL AREAS DAMAGED BY PERFORMING OR REMOVING WORK UNDER THIS CONTRACT.
EXHAUST
18. PROVIDE METAL INSULATION SHIELDS AND RIGID INSULATION INSERTS AT EACH PIPE HANGER.
CURRENT DRAWING SET:
CONSTRUCTION DOCUMENTS DESCRIPTION
19. ALL WORK SHALL BE FIRST CLASS WITH EMPHASIS ON NEATNESS AND WORKMANSHIP. 20. SYSTEMS SHALL BE BALANCED TO WITHIN 10% OF THE AIR AND WATER QUANTITIES SPECIFIED ON THE DRAWINGS.
01/14/2013
21. SEAL ALL DUCT OPENINGS AND ANNULAR SPACE AT NON-RATED SMOKE "RESISTIVE" PARTITION (TYP.)
ISSUEDATE
22. RECORD DRAWINGS: CONTRACTOR SHALL MAINTAIN AT THE SITE ONE (1) COPY OF THE DRAWINGS IN GOOD ORDER AND MARKED TO RECORD ALL CHANGES MADE DURING CONSTRUCTION. CONTRACTOR SHALL UPDATE ALL DRAWINGS TO INCORPORATE ALL CHANGES AND DELIVER THREE (3) ELECTRONIC COPIES OF THE PROJECT IN THE LATEST AUTOCAD VERSION TO THE OWNER UPON COMPLETION OF THE WORK.
SHEET:
23. PERFORM MECHANICAL WORK AND INSTALLATION OF EQUIPMENT AND DUCTWORK PER LEED v3 IEQcr3.1 CONSTRUCTION INDOOR AIR QUALITY MANAGEMENT PLAN DURING CONSTRUCTION REQUIREMENTS. WHICH INCLUDES BUT IS NOT LIMITED TO, FOLLOWING CONTROL MEASURES IN THE SMACNA "IAQ GUIDELINES FOR OCCUPIED BUILDINGS UNDER CONSTRUCTION" 2ND ED. 2007, PROTECT STORED ON-SITE AND INSTALLED ABSORPTIVE MATERIAL FROM MOISTURE DAMAGE AND PROVIDE MERV 8 FILTRATION AT EACH RETURN OR EXHAUST AIR GRILLE/INTAKE FOR PERMANENT AIR HANDLING OR EXHAUST EQUIPMENT USED DURING CONSTRUCTION (REPLACE FILTRATION MATERIAL MINIMUM EVERY 2 WEEKS DURING CONSTRUCTION. ANY EXISTING DUCT OR NEW DUCT HUNG OR STORED ON SITE (PRIOR TO COMPLETION OF INSTALLATION) SHALL BE COVERED AT ENDS TO PREVENT DUST AND CONSTRUCTION DEBRIS FROM ACCUMULATING ON INTERIOR. THIS IS AN ENGINEERING AND SMACNA REQUIREMENT.
C:\Autodesk\Revit\012-01801-00-MEP MODEL_14575.rvt
MECHANICAL SPECIFICATIONS
M-001 1/11/2013 10:24:33 AM
1
2
3
4
5
6
7
8
820 BUILDING RENOVATION PHASE 1B
WALL STUDS
WALLBOARD, GYPSUM
A
4
2 EXHAUST AIR CALCULATIONS
3
STEEL PIPE
NUMBER FIXTURES
CFM FIXURE
NUMBER HEADS
CFM HEAD
REQUIRED EXHAUST(CFM)
PROVIDED EXHAUST(CFM)
LOCKER(M) F101
1
70
2
20
110
225
LOCKER(M) F102
1
70
2
20
110
225
MEN TLT 106
4
70
0
20
280
300
WOMEN TLT 107
4
70
0
20
280
300
MEN 204
3
70
0
20
210
300
WOMEN 205
3
70
0
20
210
300
MEN 304
4
70
0
20
280
300
WOMEN 205
3
70
0
20
210
300
ROOM
F NAMEPLATE COLOR: EMERGENCY POWER = RED NORMAL POWER = WHITE
4 LETTER (FILL) COLOR: EMERGENCY = WHITE NORMAL = BLACK
1 EQUIPMENT DESIGNATION (LETTERING SHALL BE 1/2" HIGH)
A
EF-5
GA PROJECT # 1760-RENOV1B GIATTINA AYCOCK ARCHITECTURE STUDIO INC. 1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
ATTACH NAMEPLATE WITH 2 SCREWS.
EXHAUST FAN 2
EQUIPMENT DESCRIPTION (LETTERING SHALL BE 1/4" HIGH)
MECHANICAL EQUIPMENT NAMEPLATE DETAIL NO SCALE 3
4
PIPE COVERING - INSULATION (AS SPECIFIED) WITH ALL SERVICE JACKET. LONGITUDINAL JOINTS SHALL BE SEALED WITH METAL FASTENERS OR FACTORY APPLIED SELF SEALING LAP TAPE. TRANSVERSE JOINTS SEALED SHALL BE WITH METAL FASTENERS OR WITH BUTT STRIP TAPE.
RECTANGULAR SUPPLY DUCT RIGID ROUND RUNOUT
RECTANGULAR SUPPLY DUCT
FILL, VOID OR CAVITY MATERIALS* - CAULK - CAULK SHALL BE APPLIED TO EXPOSED EDGES OF WRAP STRIP LAYERS AND AROUND PERIMETER OF STEEL SLEEVE AT ITS EGRESS FROM THE WALL ON BOTH SIDES OF WALL ASSEMBLY. WHEN AN ANNULAR SPACE IS PRESENT BETWEEN THE WRAP STRIP LAYERS AND THE STEEL SLEEVE, THE ANNULAR SPACE SHALL BE FILLED WITH A MIN 1/4 IN., PACKING MATERIAL (POLYETHYLENE BACKER ROD OR MINERAL-WOOL BATT INSULATION) SHALL BE INSERTED IN ANNULAR SPACE AND RECESSED 1 IN. FROM EDGE OF SLEEVE TO ENSURE A FULL 1 IN. DEPTH OF CAULK IS INSTALLED.
FLEX DUCT
STAMP:
CEILING
TYPICAL LINEAR SLOT DIFFUSER RUN-OUT DETAIL NO SCALE
U.L. NO. WL5010 NO SCALE
RIGID 45* OR 90* ROUND DUCT
LINEAR SLOT DIFFUSER
CONICAL SPIN-IN FITTING WITH BUTTERFLY DAMPER
FILL, VOID OR CAVITY MATERIALS* - WRAP STRIP - NOMINAL 1/4 IN THICK INTUMESCENT ELASTOMERIC MATERIAL FACED ON ONE SIDE WITH ALUMINUM FOIL, SUPPLIED IN 2 IN. WIDE STRIPS. NOMINAL 2 IN. WIDE STRIPS TIGHTLY WRAPPED AROUND PIPE INSULATION (FOIL SIDE EXPOSED) AND SLID INTO STEEL SLEEVE ON BOTH SIDES OF WALL ASSEMBLY. TWO LAYERS OF WRAP STRIP SHALL BE REQUIRED. EACH LAYER OF WRAP STRIP SHALL BE INSTALLED WITH BUTTED SEAM, IN SUCCESSIVE LAYERS, STAGGERED. WRAP STRIP LAYERS ON EACH SIDE OF WALL TO BE INSTALLED FLUSH WITH EDGE OF STEEL SLEEVE.
INSULATED PIPE PENETRATION THROUGH RATED WALL DETAIL
RIGID ROUND RUNOUT
SUSPEND FROM (4) CORNERS
PIPE SLEEVE - PIPE SLEEVE FABRICATED FROM MININUM 22 GAUGE GALVANIZED STEEL HAVING A MIN 2 IN. LAP ALONG THE LONGITUDINAL SEAM. LENGTH OF PIPE SLEEVE SHALL BE EQUAL TO THICKNESS OF WALL PLUS 1/2 IN. BEYOND THE SURFACE OF THE WALL ON BOTH SIDES OF THE WALL ASSEMBLY. THE DIAMETER OF THE OPENINGS CUT IN THE GYPSUM WALLBOARD LAYERS ON EACH SIDE OF THE WALL ASSEMBLY SHALL BE 1 TO 2 IN. LARGER THAN OUTSIDE DIAMETER OF PIPE INSULATION SUCH THAT, WHEN THE STEEL SLEEVE IS INSTALLED, A MIN 1/2 IN. TO MAX 1-1/2 IN. ANNULAR SPACE WILL BE PRESENT BETWEEN THE STEEL SLEEVE AND THE PIPE INSULATION AROUND THE ENTIRE CIRCUMFERENCE OF THE PIPE. SLEEVE SHALL BE INSTALLED BY COILING THE STEEL TO A DIAMETER SMALLER THAN THE THROUGH OPENING, INSERTING THE COIL THROUGH THE OPENINGS AND RELEASING THE COIL TO LET IT UNCOIL AGAINST THE CIRCULAR CUTOUTS IN THE GYPSUM WALLBOARD LAYERS.
* U.L. LISTED.
D
820 Shades Creek Parkway Birmingham, Alabama 35209
SECTION A-A
1
E
B.L. Harbert International
VOLUME DAMPER DUCT
STAMP DAMPER SHAFT (INSIDE COUPLING)
CONICAL SPIN-IN FITTING WITH BUTTERFLY DAMPER
NOTES & LEGEND
FLEX DUCT MITER GEARS SEE PLAN FOR PIPE SIZES
YOUNG NO. 927-B GEAR ASSEMBLY
MANUAL AIR VENT
DIFFUSER CEILING
ALLEN SET SCREWS (TYPICAL)
HWS HWR
COUPLING
CALIBRATED BALANCING VALVE
TYPICAL DIFFUSER RUN-OUT DETAIL
3/8" SQUARE SHAFT
2-WAY MODULATING CONTROL VALVE
NO SCALE
P/T PLUG (TYPICAL) 7/8" CHANNEL IRON M DIRT POCKET (TYPICAL)
C
COIL METAL LATH YOUNG NO. 301-CDS CONCEALED REGULATOR WITH 2 5/8" DIA. CHROM PLATED STEEL COVER PLATE.
PLASTER OR GYPSUM BOARD CEILING UNION (TYPICAL) BALL VALVE (TYPICAL)
M
A0
STRAINER WITH BALL VALVE AND MALE THREADS WITH CAP
CONCEALED DAMPER REGULATOR DETAIL
ELECTRONIC DDC
FOR USE ABOVE INACCESSIBLE CEILINGS NO SCALE
HOT WATER REHEAT COIL PIPING DETAIL
E
NO SCALE M
REHEAT COIL
B
ATTACH TO STRUCTURE USING ANGLE IRON OR UNISTRUT CHANNELS AS REQUIRED. TYPE 3 OPEN SPRING ISOLATORS
ACTUATOR H C
FLEXIBLE DUCT CONNECTION
AI AIR FLOW SENSOR DIGITAL CONTROLLER (DDC)
GRAPHIC SCALES:
THREADED STEEL HANGING RODS SIZED TO SUPPORT TWO TIMES THE FAN WEIGHT. MINIMUM 3/8" DIAMETER.
AI
DUCTWORK
RECT. DUCT (SEE PLAN FOR SIZE)
RIGID DUCT (GRILLE NECK SIZE)
A0 MANUAL VOLUME DAMPER
EXHAUST FAN 120V/1PH/60HZ (BY DIV. 16)
CEILING
NOTE: TYPICAL FOR RECTANGULAR RUNOUTS 120V TO 24V TRANSFORMER BY TEMPERATURE CONTROLS CONTRACTOR PROVIDE NEMA 1 ENCLOSURE
CONSTRUCTION DOCUMENTS DESCRIPTION
T
01/14/2013
LAN CONNECTION
ISSUEDATE PROVIDE GROUNDING STRAP ACROSS ALL FLEXIBLE DUCT CONNECTIONS (TYPICAL)
A TERMINAL BOX - DDC (HOT WATER REHEAT) NO SCALE
EXHAUST/RETURN GRILLE
CURRENT DRAWING SET:
DUCT SUPPORTED WITHIN 12" OF FAN
TYPICAL RETURN AND EXHAUST RUN-OUT DETAIL
SHEET:
NO SCALE
MECHANICAL DETAILS
INLINE EXHAUST FAN DETAIL NO SCALE
M-002 C:\Autodesk\Revit\012-01801-00-MEP MODEL_14575.rvt
1/11/2013 10:24:35 AM
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820 BUILDING RENOVATION PHASE 1B F
B.L. Harbert International 820 Shades Creek Parkway Birmingham, Alabama 35209
GA PROJECT # 1760-RENOV1B GIATTINA AYCOCK ARCHITECTURE STUDIO INC.
U.3
1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
T.7 0.7
E
1
STAMP:
2
3
D 3.7 STAMP
4
NOTES & LEGEND
REMOVE EXISTING DIFFUSER. (TYP. 4) REMOVE EXISTING EXHAUST FAN AND ASSOCIATED DUCTWORK
THIS PORTION OF EXISTING DUCT TO REMAIN
T
REMOVE EXISTING PNEUMATIC THERMOSTAT. CAP PNEUMATIC HOSE TO PREVENT LEAKING
5
6
C
REMOVE VAV AND ASSOCIATED DUCTWORK. REMOVE REHEAT PIPING AND COMPONENTS BACK TO MAIN HWS/R.
EXISTING HWS/R EXISTING RETURN DUCT. REMOVAL OF DUCT MAY BE REQUIRED TO PERFORM REQUIRED NEW WORK. CONTRACTOR TO FIELD VERIFY PRIOR TO BID.
7 8 CONTRACTOR TO PERFORM PRE-CONSTRUCTION TEST AND BALANCE ON AHU AND VAV THAT IS TO BE REMOVED.
B GRAPHIC SCALES:
J
K
L
M
N
P
Q
R
S
S.3
T
U
LEVEL 01 - DEMO PLAN
DEMOLITION LEGEND EX. TO BE REMOVED EX. TO REMAIN
CURRENT DRAWING SET:
MECHANICAL TRUE NORTH
0
2
4
SCALE:
6
8
16
1/8" = 1'-0"
CONSTRUCTION DOCUMENTS DESCRIPTION
01/14/2013 ISSUEDATE
A
SHEET:
LEVEL 01 - DEMO MECHANICAL
M-F101 C:\Autodesk\Revit\012-01801-00-MEP MODEL_14575.rvt
1/14/2013 8:03:15 AM
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820 BUILDING RENOVATION PHASE 1B F
B.L. Harbert International 820 Shades Creek Parkway Birmingham, Alabama 35209
GA PROJECT # 1760-RENOV1B GIATTINA AYCOCK ARCHITECTURE STUDIO INC.
U.3
1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
T.7 FIRE RATED PARTITION RETAINING ANGLE ATTACHED TO SLEEVE BUT NOT TO WALL (TYPICAL)
E
0.7
INSULATION VAPOR SEALED TO WALL AND DUCT
1
SLEEVE ATTACH DUCT TO FIRE DAMPER WITH "S-CLIPS" (NO SCREWS)
STAMP: ACCESS PANEL RETURN AIR SHALL PASS THROUGH SUSPENDED WOOD CEILING
DUCT
6" MAX.
D
30"x8"
U.L. LABELED FIRE DAMPER
FITNESS F100 SUPPLY GRILLES SHALL BE INSTALLED ON BOTTOM OF DUCTWORK WITH OPPOSED BLADE DAMPER AND EXTRACTOR. (TYP OF 9)
MINIMUM REQUIRED CLEARANCE
(9)
EXPOSED DUCTWORK SHALL BE PAINTED PER ARCHITECT
20"x8" 16"x8"
SGA 12"x6" 200
MVD
12x12 SLEEVED TRANSFER OPENING F/SD
F/SD
24"x10"
24"x12"
24"x10"
10"ø
CDA 8" 275
75
8"ø
8"x4"
12"x12"
VAV-2
3
3.7 STAMP
12"x8"
4
NOTES & LEGEND
PROVIDE TWO 36x12 SLEEVED OPENINGS WITH FIRE/SMOKE DAMPER ABOVE SUSPENDED CEILING FOR RETURN AIR TRANSFER INTO CORRIDOR RETURN PLENUM.
EF-1 12"x8"
8"x4"
LOCKER(W) F102
8"x4"
CDA 8" 100
8"x4"
8"ø
VAV-1
8"ø (2)
EGA 6"x6" 75
F/SD
12"x8" 12"x8"
5
1" HWS/R
24"x9"
6
EX. FD
CDA 8" 200
EXISTING HWS/R
10"ø
1" HWS/R
VAV-2 12"ø
10"ø
16"x12"
24"x9"
EX. FD
CONTROL WIRING IN CONDUIT BY THIS CONTRACTOR FROM TRANSFORMER TO F.A. ZAM AND F.A. ZAM TO ACTUATOR
C
T
F/SD
3/4" HWS/R
24"x12"
RATED FIRE/SMOKE PARTITION
(3)
10"x6" VALVE AND CAP EXISTING RUNOUT
EXISTING DUCT CONTINUES. BALANCE AIR FLOW OF TWO EXISTING DIFFUSERS TO 150 CFM.
EGA 6"x6" 75
24"x9"
CONNECT TO EXISTING
(2) EGA 6"x6"
8"x4"
8"ø
NO SCALE
8"x12"
FIRE DAMPER INSTALLATION DETAIL
CDA 8" 150
CDA 8" 200
PROVIDE GRAVITY BACKDRAFT DAMPER IN DUCTWORK
T
INSTALL TIGHT TO STRUCTURE 24x24 ACCESS PANEL LOCKER(M) F101 8"x4"
NOTE: REFER TO SMACNA "FIRE DAMPER GUIDE" FOR REQUIRED DIMENSIONS, METAL GAUGES, CLEARANCES, ACCEPTABLE DUCT JOINTS, AND OTHER SPECIFICATIONS.
MCP
450
10"ø CORRIDOR F104
2
EGA 12"x12"
CDA 10" 375
F/SD
F/SD
VAV-1
120V/1PH/60HZ POWER BY THIS CONTRACTOR FROM J-BOX ABOVE CEILING TO DAMPER
Room F103
FD
TRANSITION TEE WITH INTERNAL TURNING VANES
30"x8"
"MECHANICAL CONTROL POWER J-BOX" PROVIDED BY ELECTRICAL. SEE ELECTRICAL PLANS.
FD
MVD
16"x12"
C
GRILLE LOCATED IN EXTERIOR SOFFIT. TO BE MINIMUM OF 10 FEET OF EXTERIOR DOOR.
18"x6"
10"x6"
EGA 16"x16" 0
20"x8"
10"x6"
20"x8"
RETURN TRANSFER GRILLE
26"x8"
DAMPER BLADES OUT OF AIRSTREAM
BALL VALVES CONNECT TO EXISTING
CDA 8" 300
CONNECT 1" HWS/R TO EXISTING RISER. HOT TAP TO EXISTING IF SHUT DOWN CANNOT BE COORDINATED CONVENIENTLY.
POWER WIRING BY ELECTRICAL
7 PRIOR TO BID - CONTRACTOR TO VERIFY EXISTING AHU HAS OPERABLE DUCT SMOKE DETECTORS INSTALLED AND CONTROLS TO SHUT UNIT DOWN WHEN SMOKE IS DETECTED. PROVIDE DUCT SMOKE DETECTORS AND CONTROLS IF MISSING OR INOPERABLE.
8
J-BOX LOCATED ABOVE CEILING BY ELECTRICAL
B
120V TO 24V TRANSFORMER BY THIS CONTRACTOR SIZE X-FRMR FOR DAMPER LOAD
F.A. ZAM INTERFACE PROVIDED AND WIRING CONNECTION TO ZAM BY FIRE ALARM CONTRACTOR.
PROVIDE INSULATION AT RETURNING ANGLE.
F. S .
GRAPHIC SCALES:
J
NOTES: 1. INTERLOCK EACH FIRE/SMOKE DAMPER WITH THE BUILDING FIRE ALARM SYSTEM TO CLOSE THE DAMPER UPON ALARM.
K
L
M
N
P
Q
R
S
S.3
T
U
20 GA. WALL SLEEVE THRU WALL
2. ELECTRICAL CONTRACTOR TO PROVIDE POWER TO JUNCTION BOX LOCATED ABOVE CEILING FROM WHICH, THIS TEMPERATURE CONTROLS CONTRACTOR SHALL MAKE POWER TRANSFORMATION AND EXTEND CONTROL WIRING, IN CONDUIT, TO DAMPER. 3. CARRY DUCT INSULATION ALL THE AWAY AND SEAL TO THE WALL.
ACCESS PANEL. PROVIDE 2" HIGH LETTERING LABELING TYPE OF DAMPER BEING ACCESSED, IE. F.D. FOR FIRE DAMPER OR F.S. FOR FIRE SMOKE DAMPER
WALL MOUNTING ANGLES SHALL BE MINIMUM 1 1/2" X 1 1/2" X 20 GAUGE AND FASTENED TO SLEEVE WITH NO. 10 BOLTS OR SCREWS. MINIMUM OF TWO CONNECTIONS EACH SIDE. PROVIDE ANGLES ON EACH SIDE OF DAMPER. TYP. EACH SIDE OF WALL.
COMBINATION FIRE AND SMOKE DAMPER
* ELECTRICAL CONTRACTOR TO INTERLOCK DAMPERS WITH FIRE ALARM/SMOKE DETECTION SYSTEM TO SHUT DAMPERS UPON DETECTION OF SMOKE.
GENERAL NOTES: 1. ALL MITERED RECTANGULAR ELBOWS AND TEES SHALL HAVE INTERNAL TURNING VANES.
NEW WORK LEGEND
LEVEL 01 - NEW WORK PLAN
NEW WORK EXISTING
TRUE NORTH
0
2
4
SCALE:
6
8
16
1/8" = 1'-0"
NOTE: PROVIDE INDENTIFICATION OF CEILING BENEATH ACCESS DOOR INDICATING F.D. OR F.S. FOR LOCATION OF ASSOCIATED DAMPER.
A
CURRENT DRAWING SET:
MECHANICAL
CONSTRUCTION DOCUMENTS DESCRIPTION
01/14/2013 ISSUEDATE
CAREFUL COORDINATION IS REQUIRED BETWEEN THIS CONTRACTOR, ELECTRICAL CONTRACTOR AND FIRE ALARM CONTRACTOR FOR THE INSTALLATION OF FIRE/SMOKE DAMPER.
SHEET:
LEVEL 01 - NEW MECHANICAL
COMBINATION FIRE/SMOKE DAMPER DETAIL (24V) ELECTRIC WITH DIRECT FIRE ALARM INTERFACE TYPICAL FOR SMOKE DAMPERS NO SCALE
M-F201 C:\Autodesk\Revit\012-01801-00-MEP MODEL_14575.rvt
1/11/2013 10:24:39 AM
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820 BUILDING RENOVATION PHASE 1B F
B.L. Harbert International
6
6
820 Shades Creek Parkway Birmingham, Alabama 35209
6
REUSEEXISTING PNEUMATIC THERMOSTAT
REMOVE ALL EXISTING CEILING AIR DEVICES
MEN TLT 106
MEN 204
REMOVE EXISTING EXHAUST GRILLES
REMOVE ALL EXISTING CEILING AIR DEVICES
JAN 206
T
GA PROJECT # 1760-RENOV1B
WOMEN TLT 107
GIATTINA AYCOCK ARCHITECTURE STUDIO INC. 1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
WOMEN 305 WOMEN 205
E
MEN 304
REMOVE EXISTING DIFFUSER (TYPICAL)
STAMP:
7
7
7 F
G
H
J
F
G
H
8
D
RESTROOM - LEVEL 02 DEMO
DEMOLITION LEGEND
F
G
H
J
MECHANICAL
EX. TO BE REMOVED
TRUE NORTH
EX. TO REMAIN
1
0
3
4
MECHANICAL
EX. TO BE REMOVED
8
SCALE:
1
0
TRUE NORTH
EX. TO REMAIN
RESTROOM - LEVEL 03 DEMO
DEMOLITION LEGEND
2
RESTROOM - LEVEL 01 DEMO
DEMOLITION LEGEND
1/4" = 1'-0"
2
3
SCALE:
4
STAMP
8
NOTES & LEGEND
1/4" = 1'-0"
MECHANICAL 3
SCALE:
4
8
F
1/4" = 1'-0"
NEW DRINKING FOUNTAIN
EGA 8"x4"
8"x4"
W
10"x6"
EGA 8"x4"
S
WOMEN 205
S
8"x4" 75
8"x4"
PROVIDE CONCEALED DAMPER REGULATOR. (TYP.) SEE DETAIL.
S
100
(3) EGA
MIRROR 8"x4" 100
SIM
8"x4"
8"x4"
EXHAUST GRILLE TO BE LOCATED IN CEILING CAVITY. TYPICAL FOR ALL EXHAUST GRILLES. SEE ARCHITECTURAL DETAIL
W
W
W 8"x4"
100
(3) EGA
8"x4"
B
8"x4"
S
8"x4"
204C
8"x4"
MEN 304
WOMEN TLT 107
(4) EGA
8"x4"
W
W 204B W
10"x6"
6
8"ø
S
S
MEN TLT 106 EXHAUST GRILLE TO BE LOCATED IN CEILING CAVITY. TYPICAL FOR ALL EXHAUST GRILLES. SEE ARCHITECTURAL DETAIL
INSULATE EXISTING SUPPLY DUCT INCLUDED INSCOPE OF WORK
8"x4"
205D
WOMEN 305
JAN 206
8"x4"
8"ø 8"x4"
8x4 EXHAUST DUCT DOWN WITH MVD
8"x4"
8"x4"
200
8"x6"
10"x6"
MEN 204
8"ø
8"ø
(3)
100
(4) EGA
8"x4"
200
8"ø
8"x4"
8"x4" 100
200
LDB 8"
PROVIDE CONCEALED DAMPER REGULATOR. (TYP.) SEE DETAIL.
205E
LDB 8" 200
W 205B
6
205C
200
LDB 8"
6
W
10"x6"
200
S
8"x4"
S
C
LDB 8"
205A
W LDB 8"
H
PROVIDE CONCEALED DAMPER REGULATOR. (TYP.) SEE DETAIL.
204A LDB 8"
G
8"ø
2
8"x4"
1
0
TRUE NORTH
EX. TO REMAIN
8"x4"
EX. TO BE REMOVED
7
S
MIRROR
GRAPHIC SCALES:
EX. FD
7
EGA 8"x4" 100
7
F
G
RESTROOM - LEVEL 02 NEW
NEW WORK LEGEND
MECHANICAL
NEW WORK EXISTING
G
H
J
TRUE NORTH
0
1
2
RESTROOM - LEVEL 03 NEW
A
NEW WORK EXISTING
3
4
NEW WORK LEGEND
8 NEW WORK EXISTING
SCALE: NEW WORK LEGEND
J
CURRENT DRAWING SET:
8
F
H
1/4" = 1'-0"
TRUE NORTH
RESTROOM - LEVEL 01 NEW
CONSTRUCTION DOCUMENTS
MECHANICAL
DESCRIPTION
0
1
2
3
4
8
01/14/2013 ISSUEDATE
SCALE:
1/4" = 1'-0"
SHEET:
MECHANICAL TRUE NORTH
0
1
2
SCALE:
3
4
TOILETS MECHANICAL
8
1/4" = 1'-0"
M-T101 C:\Autodesk\Revit\012-01801-00-MEP MODEL_14575.rvt
1/11/2013 10:24:43 AM
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820 BUILDING RENOVATION PHASE 1B
NAMEPLATE COLOR: EMERGENCY = RED NORMAL = WHITE
F
LIGHTING (SEE LUMINAIRE SCHEDULE)
TELE/DATA
LETTER (FILL) COLOR: EMERGENCY = WHITE NORMAL = BLACK
STANDARD MOUNTING HEIGHTS
B.L. Harbert International
CEILING RECESSED F
TELEPHONE OUTLET, 1 VOICE CONNECTION. W
RP - 3H
INDICATE VOLTAGE, NO. OF PHASES, NO. OF WIRES
120/208V,3PH,4W
ATTACH NAMEPLATE WITH 2 SCREWS.
#V #D
RECESSED FLUORESCENT LUMINAIRE - SINGLE OR CONTINUOUS LENGTHS AS SHOWN
WALL TELEPHONE WITH CONDUIT, TO ABOVE ACCESSIBLE CEILING U.O.N. 1 VOICE CONNECTIO N. TO BE MOUNTED 4'-6" AFF
#V #D
820 Shades Creek Parkway Birmingham, Alabama 35209
RECESSED LUMINAIRE
VOICE/DATA OUTLET WITH CONDUIT STUBBED ABOVE ACCESSIBLE CEILING U.O.N.
GA PROJECT # 1760-RENOV1B
RECESSED FLUORESCENT LUMINAIRE - SINGLE OR CONTINUOUS LENGTHS AS SHOWN. LIFE SAFETY EMERGENCY EGRESS LIGHTING.
ABOVE COUNTER VOICE/DATA OUTLET WITH CONDUIT STUBBED ABOVE ACCESSIBLE CEILING U.O.N.
C
RECESSED LUMINAIRE. LIFE SAFETY EMERGENCY EGRESS LIGHTING
3
DETAIL
CONDUIT SIZES ARE BASED ON NEC 40% FILL CAPACITY WITH ALL CABLES HAVING AN OUTSIDE DIAMTER OF 0.25".
2.
#V AND #D DENOTE THE NUMBER OF VOICE AND DATA CABLES RESPECTIVELY.
3.
PROVIDE 2 GANG BOX WITH GANG PLASTER RING FOR ALL OUTLETS.
4.
ALL OUTLETS ARE TO HAVE TWO(2) VOICE AND TWO(2) DATA CONNECTIONS U.O.N.
C
EXIT SIGN - CEILING MOUNTED, DOUBLE FACE WITH CHEVRONS AS SHWON. SEE LUMINAIRE SCHEDULE.
J
1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
4" ABOVE COUNTER WITHOUT BACKSPLASH
A
1'-6"
S
SINGLE POLE SWITCH, 20A, 125/277V
3
S
THREE WAY SWITCH, 20A, 125/277V
LV
S
LOW VOLTAGE SWITCH
LV2
S
LOW VOLTAGE SWITCH, 3-BUTTON, WATTSTOPPER L3S-7
M
OCCUPANCY SENSOR, WALL MTD.; WATTSTOPPER UW-100-24
DETECTION
GIATTINA AYCOCK ARCHITECTURE STUDIO INC.
C
2" ABOVE BACKSPLASH
EXIT SIGN - CEILING MOUNTED, SINGLE FACE WITH CHEVRONS AS SHWON. SEE LUMINAIRE SCHEDULE.
SWITCHES
FIRE ALARM
E
CR
CEILING - SURFACE/PENDANT
E-F001 ELECTRICAL NAMEPLATE
NO SCALE
F
6'-8"
1.
4'-6" 4'-0"
LETTERING SHALL BE 1/4" HIGH
INDICATE WHERE THIS EQUIPMENT IS FED FROM (TRANSFER SWITCHES WILL HAVE TWO LINES".
S
6'-6"
NOTES:
FED FROM MSB BKR. 11
F
NOTE 4
SMOKE DETECTOR C Z
G
M Z
ZAM - CONTROL ZAM - MONITOR
A M
NOTES:
OCCUPANCY SENSOR, CEILING MTD.; WATTSTOPPER CX-100 WITH SWIVEL MOUNTING BRACKET
PANELS
1.
MOUNTING HEIGHTS SHOWN ARE FROM FINISHED FLOOR TO CENTERLINE OF OUTLET, UNLESS OTHERWISE NOTED.
2.
LOCATIONS OF OUTLETS SHOWN ON ARCHITECTURAL ELEVATIONS SHALL TAKE PRECEDENCE OVER THESE MOUNTING HEIGHTS. FIELD LOCATE OUTLETS WITH ARCHITECT DURING ROUGH-IN.
3.
INSTALL OUTLETS THAT ARE IN CLOSE PROXIMITY ON THE SAME CENTERLINE. OUTLETS THAT ARE WITHIN 2'-0" HORIZONTALLY AND WITHIN 1'-0" VERTICALLY SHALL BE INSTALLED ON THE SAME HORIZONTAL CENTERLINE LOCATED HALFWAY BETWEEN THE HEIGHTS SHOWN. OUTLETS THAT ARE MORT THAN 1'-0" APART VERTICALLY SHALL BE INSTALLED ON THE SAME VERTICAL CENTERLINE.
4.
VERIFY MOUNTING HEIGHT WITH LOCAL AUTHORITY.
STAMP:
STRIP LIGHT BEHIND MIRROR FACP
FIRE ALARM CONTROL PANEL SURFACE OR FLUSH MOUNTED. (AS SHOWN ON PLANS)
FNAC
FIRE ALARM NAC
JUNCTION & OUTLET BOXES
MIRROR
STRIP LIGHT BEHIND MIRROR
SAFETY F
FIRE ALARM HORN - STROBE
F
FIRE ALARM PULL BOX
F
FIRE ALARM STROBE (WHERE DENOTED WITH "C" CEILING MOUNTED)
J
JUNCTION BOX - CEILING MOUNTED
J
JUNCTION BOX - WALL MOUNTED
ELECTRICAL NOTES
RECEPTACLES
D
WALL MOUNTED HNG
1.
THESE DRAWINGS ARE A PART OF A COMPLETE SET OF ARCHITECTURAL/ENGINEERING CONTRACT DOCUMENTS. ELECTRICAL CONTRACTOR SHOULD REFER TO THE ARCHITECTURAL DRAWINGS FOR ACTUAL LOCATION OF ITEMS WHERE SPECIFIED. SEE SAID CONFIGURATIONS FOR WALL DEFINITIONS, ELEVATIONS, CASEWORK, REFLECTED CEILING PLAN, ETC. ROUGH-IN INSTALLATIONS WHICH ARE NOT LOCATED ACCORDING TO THE ARCHITECTURAL ELEVATIONS SHALL BE RELOCATED AT NO ADDITIONAL COST.
DUPLEX RECEPTACLE - NEMA 5-20R DUPLEX RECEPTACLE - NEMA 5-20R, DEDICATED SERVICE/CIRCUIT
GROUND SLOT UP GROUND FAULT RECEPTACLE - NEMA 5-20R GF
GFI OUTLET BOX
SPLIT WIRED RECEPTACLE - NEMA 5-20R GROUNDING CONDUCTOR (GREEN)
2.
CEILING CLEARANCES ARE CRITICAL FOR THE PROJECT. GENERAL CONTRACTOR MUST COORDINATE ALL TRADES TO AVOID POTENTIAL INTERFERENCES. CONFLICTS BETWEEN TRADES SHALL BE REFERRED TO THE ARCHITECT FOR RESOLUTION.
3.
ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE NEC AND LOCAL ORDINANCES. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS.
4.
ALL SYMBOLS SHOWN ON THIS LEGEND MAY NOT BE USED.
5.
ALL BRANCH CIRCUIT CONDUIT SHALL BE GALVANIZED EMT, 1/2" CONDUIT MINIMUM.
6.
ALL CIRCUITS SHOWN CONCEALED SHALL BE RUN IN FURRED CEILING SPACES AND SHALL BE CONCEALED IN CONCRETE SLAB ONLY WHEN NO FURRED CEILING SPACE IS PROVIDED.
7.
ALL CONDUITS CROSSING EXPANSION JOINTS SHALL HAVE EXPANSION TYPE FITTINGS.
8.
ALL OUTLET BOXES MOUNTED BACK-TO-BACK IN WALLS SHALL HAVE FIREPROOF SOUND INSULATING MATERIAL INSTALLED BETWEEN THE BOXES TO PREVENT SOUND TRANSMISSION FROM ONE ROOM TO THE OTHER.
9.
ALL WALL OUTLETS NOT PROVIDED WITH A DEVICE BY THIS CONTRACTOR SHALL BE PROVIDED WITH BLANK WALL PLATES.
10.
ALL BRANCH CIRCUITS SHALL INCLUDE A GREEN COVERED GROUND WIRE SIZED PER NEC OR AS SHOWN. CONNECT TO EACH DEVICE AND OUTLET BOX ON THE CIRCUIT AND TO THE PANELBOARD GROUND BUS. MULTIPLE WIRE BRANCH CIRCUITS WITH COMMON NEUTRAL REQUIRE ONLY ONE GROUND WIRE. NUMBER OF WIRES SHOWN ON DRAWINGS DOES NOT INCLUDE GROUND WIRE.
11.
FINAL EQUIPMENT CONNECTIONS - THIS CONTRACTOR IS RESPONSIBLY FOR PROVIDING ALL LABOR AND MATERIALS REQUIRED TO MAKE FINAL CONNECTIONS TO ALL EQUIPMENT FURNISHED BY THIS CONTRACTOR AND/OR EQUIPMENT FURNISHED BY OTHERS. VERIFY ALL REQUIREMENTS, CONDUCTOR SIZE, OVERCURRENT PROTECTION, PHASE, VOLTAGE, MOTOR ROTATION, ETC., WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN. PROVIDE FUSED DISCONNECT IF REQUIRED BY MANUFACTURER.
12.
FURNISH AND INSTALL FIRE ALARM SYSTEM WHICH CONFORMS TO ALL NATIONAL, STATE, AND LOCAL CODES. PROVIDE ADDITIONAL DEVICES AS REQUIRED. PROVIDE TO ARCHITECT A COMPLETE SET OF MANUFACTURER'S SYSTEM INSTALLATION PLANS INCLUDING RISER DIAGRAM, CONDUIT AND WIRING, INTERCONNECTION DIAGRAMS, DEVICE LOCATIONS AND ALL REQUIRED CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS. PROVIDE CONDUIT AND WIRING AS DIRECTED BY SYSTEM SUPPLIER.
RECEPTACLE MTD. ABOVE COUNTER, NEMA 5-20R
WEATHER PROOF RECEPTACLE - NEMA 5-20R GF W/ WET LOCATION COVER
WP
QUADRUPLEX RECEPTACLE - NEMA 5-20R
GROUNDING SCREW
BRANCH CIRCUITS CONCEALED IN CEILING, WALL, OR IN CEILING SLAB CONCEALED IN OR BELOW FLOOR OR UNDERGROUND
C
EXPOSED E
WIRENUT (TYPICAL)
1
DETAIL
E-F001 TYPICAL RECEPTACLE INSTALLATION
WIRING DIAGRAM NO SCALE
NOTES & LEGEND
EMERGENCY RUN IN FLEXIBLE METAL CONDUIT EMPTY CONDUIT, 3/4" UNLESS OTHERWISE NOTED WITH NYLON PULL CORD CONDUIT SEAL FITTING: CROUSE-HINDS #EYS OR APPROVED EQUIVALENT
RACEWAY
STAMP
HOMERUN TO PANELBOARD AND 20A, 1P BREAKER, UON. NOTE: SHOWN 2#12 AND 1#12(G) - 1/2"C. 3#12 AND 1#12(G) - 3/4"C. 4#12 AND 1#12(G) - 3/4"C. 2#10 AND 1#10(G) - 3/4"C. 10 10 3#10 AND 1#10(G) - 3/4"C. SIZE CONDUIT PER NEC FOR GREATER NUMBER OF CONDUCTORS OR AS NOTED. THE NUMBER IN THE CIRCUIT INDICATES AWG WIRE SIZE AND HASHMARKS INDICATE NUMBER OF WIRES REQUIRED. GROUND WIRE SHALL BE SIZED IN ACCORDANCE WITH NEC TABLE 250-95. NUMBER OF HASHMARKS DOES NOT INCLUDE GROUND WIRE. RISER: UP, RUNNING TO SOURCE RISER: DOWN, RUNNING TO SOURCE
B
BRANCH CIRCUIT WIRING FOR LIGHTING IS SHOWN SCHEMATICALLY. EACH LUMINAIRE IS TO BE INSTALLED WITH AN ADDITIONAL FLEXIBLE CONNECTION. FOR EXAMPLE:
ELECTRICAL ENCLOSURE
SCHEMATIC
REQUIRED INSTALLATION J
J
ABBREVIATIONS J
GROUNDING BUSHING
LOCKNUT
PANELBOARDS LIGHTING PANEL: SEE PANELBOARD SCHEDULE AND SPECIFICATIONS CONDUIT
GRAPHIC SCALES:
RECEPTACLE PANEL: SEE PANELBOARD SCHEDULE AND SPECIFICATIONS POWER PANEL: SEE PANELBOARD SCHEDULE AND SPECIFICATIONS
A
AMPERES
C CU
CONDUIT RACEWAY COPPER
DIA EC EM G H HP KVA KW
DIAMETER ELECTRICAL CONTRACTOR EMERGENCY GROUND MOUNTING HEIGHT TO CENTERLINE HORSE POWER KILOVOLT-AMPERES KILOWATT
N NEC NIC NL
NEUTRAL NATIONAL ELECTRIC CODE NOT IN CONTRACT NIGHT LIGHT
OC P PH UON V WP EX
ON CENTER POLES PHASES UNLESS OTHERWISE NOTED VOLTS WEATHERPROOF, NEMA 3R EXISTING TO REMAIN
XR
EXISTING, REMOVE
XRR
EXISTING, REMOVE AND RELOCATE
XRL
EXISTING, RELOCATED
XRB
EXISTING, REMOVE AND INSTALL BLANK COVER
CONSTRUCTION DOCUMENTS
XRP
EXISTING, REMOVE AND REPLACE WITH NEW
DESCRIPTION
CURRENT DRAWING SET:
01/14/2013 ISSUE DATE
A
2
DETAIL
DRAWING CONVENTIONS
E-F001 CONDUIT TERMINATION
SHEET:
LEGEND, NOTES, DETAILS
NEW WORK
NO SCALE
EXISTING TO REMAIN X
X
XR
EXISTING TO REMOVE
E-001 C:\Autodesk\Revit\012-01801-00-MEP MODEL_14552.rvt
1/11/2013 10:06:27 AM
1
2
3
4
5
6
7
8
820 BUILDING RENOVATION PHASE 1B LUMINAIRE SCHEDULE NOTES
ELECTRICAL SPECIFICATIONS 1.
ALL CIRCUIT BREAKERS AND SWITCHES ARE 3-POLE UNLESS OTHERWISE NOTED.
7.
ALL BRANCH CIRCUITS SHALL INCLUDE A GREEN COVERED GROUND WIRE SIZED PER NEC OR AS SHOWN. CONNECT TO EACH DEVICE AND OUTLET BOX ON THE CIRCUIT AND TO THE PANELBOARD GROUND BUS. MULTIPLE WIRE BRANCH CIRCUITS WITH COMMON NEUTRAL REQUIRE ONLY ONE GROUND WIRE. NUMBER OF WIRES SHOWN ON DRAWINGS DOES NOT INCLUDE GROUND WIRE.
E 9.
10.
11.
12.
13.
14.
15.
16.
17.
C 18.
19.
20.
21.
22.
WORK UNDER THIS DIVISION SHALL BE FIRST CLASS WITH EMPHASIS ON NEATNESS AND WORKMANSHIP. INSTALL WORK USING COMPETENT MECHANICS, UNDER SUPERVISION OF FOREMAN, ALL DULY CERTIFIED BY LOCAL AUTHORITIES. INSTALLATION SUBJECT TO ENGINEER'S CONSTANT OBSERVATION, FINAL APPROVAL, AND ACCEPTANCE. FURNISH ENGINEER WRITTEN GUARANTEE, STATING THAT IF WORKMANSHIP AND/OR MATERIAL EXECUTED UNDER THIS DIVISION IS PROVED DEFECTIVE WITHIN ONE(1) YEAR AFTER FINAL ACCEPTANCE, SUCH DEFECTS AND OTHER WORK DAMAGED WILL BE REPAIRED AND/OR REPLACED. AT ALL OBSERVATIONS OF WORK, OPEN PANEL COVERS, JUNCTION BOX COVERS, PULL BOX COVERS, DEVICE COVERS AND OTHER EQUIPMENT WITH REMOVABLE PLATES FOR CHECK. PROVIDE SUFFICIENT PERSONNEL TO EXPEDITE COVER REMOVAL AND REPLACEMENT. ALL MATERIAL SHALL BE NEW, WITH U.L. LABEL WHERE AVAILABLE. IF U.L. LABEL IS NOT AVAILABLE, MATERIAL SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE NEMA, IEEE AND FEDERAL STANDARDS. NO MATERIAL SUBSTITUTED FOR SPECIFIED, EXCEPT BY PRIOR WRITTEN APPROVAL OF ENGINEER. SPECIFIED CATALOG NUMBERS ARE USED FOR DESCRIPTION OF EQUIPMENT AND STANDARD OF QUALITY ONLY. EQUIVALENT MATERIAL GIVEN CONSIDERATION ONLY IF ADEQUATE COMPARISON DATA INCLUDING SAMPLES ARE PROVIDED. SUBMIT SHOP DRAWINGS FOR ALL MATERIAL AND EQUIPMENT TO ENGINEER FOR REVIEW. INCLUDE COMPLETE DESCRIPTIVE DATA WITH DIMENSIONS, OPERATING DATA AND WEIGHT FOR EACH ITEM OF EQUIPMENT. CAREFULLY EXAMINE SHOP DRAWINGS TO ASSURE COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS PRIOR TO SUBMITTAL TO ENGINEER. SHOP DRAWINGS AND SUBMITTALS SHALL BEAR THE STAMP OF APPROVAL OF THE CONTRACTOR AS EVIDENCE THAT THE DRAWINGS HAVE BEEN CHECKED BY THEM. DRAWINGS SUBMITTED WITHOUT THIS STAMP OF APPROVAL WILL NOT BE CONSIDERED AND WILL BE RETURNED FOR PROPER RESUBMISSION.
25.
26.
27.
28.
29.
30.
31.
REVIEW OF SHOP DRAWINGS BY THE ENGINEER DOES NOT RELIEVE CONTRACTOR OF RESPONSIBILITY FOR ERRORS AND OMISSIONS IN SHOP DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS AND SIZES OF EQUIPMENT. INFORM ENGINEER IN WRITING OF EQUIPMENT DIFFERING FROM WHAT IS SHOWN. PROVIDE "RECORD" BLUELINE PRINTS AT THE COMPLETION OF JOB. KEEP SET OF PRINTS ON JOB AND RECORD DAY TO DAY CHANGES TO CONTRACT DRAWINGS WITH RED PENCIL. ONE COMPLETE SET OF BLUELINE PRINTS WILL BE FURNISHED TO CONTRACTOR FOR RECORD DRAWINGS. INDICATE ACTUAL LOCATION OF CONDUIT SYSTEMS, OUTLETS, AND EQUIPMENT. TRANSFER FIELD RECORDS TO BLUELINE PRINTS IN STYLE AND QUALITY SIMILAR TO THE CONTRACT DRAWINGS. TURN OVER BLUELINE PRINTS TO ENGINEER AT FINAL OBSERVATION. PROVIDE FOLLOWING ITEMS FOR OWNER AT TIME OF SUBSTANTIAL COMPLETION: A. CERTIFICATES OF INSPECTION AND APPROVAL FROM AUTHORITES HAVING JURISDICTION. B. WRITTEN GUARANTEE C. "RECORD" BLUELINE PRINTS. D. FINAL APPROVED SHOP DRAWINGS (3 SETS) E. SPARE FUSES (FURNISH RECEIPT) F. MAINTENANCE DATA (3 SETS) G. LOGS OF TEST RESULTS (2 COPIES) PROVIDE CONTINUOUS, UNITERRUPTED ELECTRICAL SERVICE TO EXISTING OUTLETS, APPARATUS, AND EQUIPMENT IN EXISTING BUILDING. PROVIDE NECESSARY TEMPORARY WIRING INSTALLED IN SAFE, APPROVED MANNER TO EQUIPMENT AND OUTLETS AS REQUIRED. WHERE SERVICE INTERRUPTIONS ARE REQUIRED, OBTAIN APPROVAL FOR INTERRUPTION IN WRITING FROM OWNER 10 DAYS PRIOR TO INTERRUPTION. INCLUDE SCHEDULE OF WORK TO BE PERFORMED AND THE TIME REQUIRED TO ACCOMPLISH WORK IN REQUEST FOR INTERRUPTION. WORK DURING SERVICE INTERRUPTIONS MAY OCCUR AFTER NORMAL WORKING HOURS. INCLUDE PREMIUM (OVERTIME) TIME LABOR IN BID.
USE ELECTRICAL METALLIC TUBING, EMT, FOR: A. BRANCH CIRCUITS IN DRY LOCATIONS B. TELEPHONE CIRCUITS C. AUXILIARY SYSTEMS AND CONTROLS D. FEEDERS IN DRY LOCATIONS E. EXPOSED AREAS WHERE GROUND CONDUCTOR INSTALLED IN CONDUITS 1 1/4" AND LARGER, PROVIDE GROUNDING BUSHINGS, AND BOND FULL SIZE GROUND WIRE TO BUSHINGS AND FROM BUSHING TO BOX OR CABINET. BOND WITH SELF-TAPPING SCREW AND APPROPRIATE LUG. WHERE GROUND WIRES ARE RUN IN SMALLER CONDUITS, BOND TO OUTLET AND JUNTION BOXES WITH SELF-TAPPING SCREW LUG.
277/480 VOLTS YELLOW ORANGE BROWN WHITE GREEN
35.
36.
37.
CONDUCTORS SHALL BE 98% CONDUCTIVITY COPPER, 12 AWG MINIMUM; 10 AWG AND SMALLER SOLD, 8 AND LARGER STRANDED.
B
b.
9.
EXIT LIGHTS SHALL BE PROVIDED WITH COLOR OF LETTERS REQUIRED BY LOCAL CODE AUTHORITY. FURNISH WITH CHEVRON DIRECTIONAL INDICATORS AS INDICATED AND REQUIRED.
10.
FURNISH WALL / SLOT LUMINAIRE WITH NECESSARY CORNERS AND END PLATES, MOUNTING HARDWARE, ETC., FOR A COMPLETE INSTALLATION OF CONTINUOUS LIGHTED SLOT FITTING WALL TO WALL OR RUN CONTINUOUS AS SHOWN ON DRAWINGS.
11.
FURNISH LINEAR LUMINAIRES IN CONTINUOUS ROWS OR PATTERS AS INDICATED ON DRAWINGS. PROVIDE WITH CORNER, ANGLE AND END PIECES AS REQUIRED FOR A COMPLETE FINISHED INSTALLATION.
12.
EMERGENCY BATTERY BALLASTS FOR LINEAR FLUORESCENT LUMINAIRES SHALL PRODUCE 1350 LUMENS FOR 90 MINUTES MINIMUM. BODINE #850 OR EQUAL. EMERGENCY BATTERY BALLASTS INDICATED AS "RIDE THROUGH" TYPE SHALL BE BODINE #GEN3 OR APPROVED EQUAL.
c.
BALLAST SHALL COMPLY WITH FCC AND NEMA LIMITS GOVERNING EMI AND RFI AND SHALL NOT INTERFERE WITH OPERATION OF OTHER NORMAL ELECTRONIC EQUIPMENT. TOTAL HARMONIC DISTORTION SHALL BE LESS THAN 20%. BALLAST SHALL BE SOUND RATED A AND SHALL HAVE A CREST FACTOR OF 1.7 OR LESS. SYSTEM OF LAMPS AND BALLAST (IN ENCLOSED FLUORESCENT FIXTURE) SHALL PRODUCE THE FOLLOWING WHEN USED TOGETHER. T8 LAMPS WITH ELECTRONIC BALLASTS: CONFIGURATION 2-LAMP 3-LAMP 4-LAMP
MARK ALL BRANCH CIRCUIT CONDUCTORS AT PANEL TERMINATIONS INCLUDING NEUTRALS WITH PRESSURE SENSITIVE NUMBERS TO CORRESPOND TO CIRCUIT NUMBERS CONNECTED.
BALLAST FACTOR .88 .88 .85
GA PROJECT # 1760-RENOV1B GIATTINA AYCOCK ARCHITECTURE STUDIO INC. 1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
BALLAST EFFICACY FACTOR 1.46 1.00 0.75
STAMP:
ELECTRICAL - LUMINAIRE SCHEDULE LAMPS TYPE WITH UNIT WITH UNIT F28T5/RE830
VOLTS 277 277 277
LOAD (W) 25 VA 25 VA 64 VA
WITH UNIT F17T8/RE830 F25T8/RE830 F28T8/RE830 WITH UNIT
277 277 277 277 277
32 VA 64 VA 64 VA 64 VA 25 VA
LRAB
WITH UNIT
277
25 VA
LWAA
WITH UNIT
277
31 VA
F28T5/RE830
277
64 VA
WITH UNIT
277
5 VA
OUTLET BOXES TO CONFOR TO UL STANDARD NO. 514, CONSTRUCTED OF SHEET STEEL 4" SQUARE X DEPTH AS REQUIRED FOR WALL OUTLETS AND 4" OCTAGONAL X DEPTH AS REQUIRED FOR CEILING OUTLETS. PROVIDE NECESSARY PLASTER FRAMES. USED SQUARE CUT OUTLET BOXES WITHOUT KNOCKOUTS TO GIVE FINISHED APPERANCE IN EXPOSED WORK, WIREMOLD OR EQUAL.
MARK ELRAA ELRAB FGE2
DISCONNECT SWITCHES: HEAVY DUTY RATED 250 OR 600 VOLTS AS REQUIRED: QUICK-MAKE, QUICK-BREAK OPERATION; HORSEPOWER RATED. IF SWITCH IS NOT AVAILABLE WITH PROPER HORSEPOWER RATING, CLASSIFY SWITCH AS ISOLATING SWITCH ONLY AND PROVIDE NAMEPLATE READING "DO NOT OPEN UNDER LOAD". OPERATING HANDLE INTERLOCKED WITH SWITCH DOOR TO PREVENT OPENING DOOR WITH SWITCH CLOSED. PROVIDE MECHANICAL OVER-RIDE FOR AUTHORIZED PERSONNEL TO OPEN SWITCH DOOR WITHOUT OPERATING NORMAL SWITCH HANDLE. FUSIBLE OR NON-FUSIBLE AS SHOWN. FURNISH BUSSMAN "LOW-PEAK" FUSES FOR EACH FUSIBLE POSITION. SIZE AS SHOWN. FURNISH 3 SPARE FUSES FOR EACH SIZE. FURNISH WITH PROVISIONS FOR LOCKING WITH PADLOCK. MANUFACTURERS: G.E., SQUARE D SECURELY MOUNT DISCONNECT TO BUILDING OR EQUIPMENT SURFACE AS SHOWN. WHERE SURFACE IS NOT ADAPTABLE FOR MOUNTING, PROVIDE NECESSARY UNISTRUT P-1000 RACK MOUNTED AS DIRECTED TO SECURE.
FSS1 FSX2 FSX3 FSX4 LRAA
P1 XA
#
2 1 2 2 2
2
DESCRIPTION SIMILAR TO 'LRAA'. SIMILAR TO FIXTURE TYPE 'LRAB" FLUORESCENT RECESSED LUMINAIRE, 2'x4' LAY-IN, FLAT STEEL DOOR, 1/8" CLEAR PRISMATIC ACRYLIC A-12 LENS FLUORESCENT COVE LIGHT, 2'-0"L FLUORESCENT STRIP, 2'-0"L. FLUORESCENT STRIP, 3'-0"L. FLUORESCENT STRIP, 4'-0"L. L.E.D. 3 1/2" DIAMETER DOWNLIGHT. 3000K COLOR TEMPERATURE. L.E.D. 6" DIAMETER RECESSED DOWNLIGHT. SEMI-SPECULAR ALZAK RELFECTOR. L.E.D. 6" DIAMETER RECESSED DOWNLIGHT FOR WET LOCATION. FLUORESCENT DIRECT LUMINAIRE. L.E.D. EDGE-LIT EXIT SIGN. SINGLE FACE ALUMINUM HOUSING WITH GREEN LETTERS, ON A MIRROR BACK, WITH EMERGENCY BATTERY
OPTIONS & NOTES PROVIDE WITH EMERGENCY BALLAST. PROVIDE WITH EMERGENCY BALLAST.
ALT. MANUFACTURER
FINISH WHITE CLEAR WHITE
MOUNTING RECESSED RECESSED RECESSED
MANUFACTURER GOTHAM GOTHAM LITHONIA
2SP8-232-A12125
PROVIDE WITH 3000K COLOR TEMP. PROVIDE WITH MVOLT BALLAST. PROVIDE WITH MVOLT BALLAST. PROVIDE WITH MVOLT BALLAST.
WHITE WHITE WHITE WHITE WHITE
SURFACE SURFACE SURFACE SURFACE RECESSED
COLOR KINETICS LITHONIA LITHONIA LITHONIA PORTFOLIO
eW COVE POWERCORE Z1 METALUX Z1 METALUX Z1 METALUX P3LED-830
3000K COLOR TEMPERATURE, 1400 LUMEN LIGHT ENGINE. 3000K COLOR TEMPERATURE, 1400 LUMEN LIGHT ENGINE. ADJUST PENDANT LENGTH SO BOTTOM OF FIXTURE IS FLUSH WITH WOOD CEILING. PROVIDE CHEVRONS AS INDICATED ON PLANS. COORDINATE LETTER COLOR WITH AUTHORITY HAVING JURISDICTION.
CLEAR
RECESSED
GOTHAM
ALED 30/14
CLEAR
RECESSED
GOTHAM
ALED 30/14-6-DFR
WHITE
PENDANT
NEO-RAY
23DP-2T5-SC-S90
CEILING
LITHONIA
LRP-D-W-1G-ELN
Neutral
Hot
Wht
MODEL NO.
BZ-150 (A)
Blk
120VAC 277VAC
COLUMBIA
STAMP FAIL SAFE
Red
L o a d
Red
A
NOTES & LEGEND
AUTO ON
3/#18
FIRE ALARM THE ADDITION TO THE FIRE ALARM SYSTEM SHALL COMPLY WITH THE REQUIREMENTS OF THE CURRENT LOCAL EDITION OF NFPA 72. ALL NEW DEVICES SHALL BE COMPATIBLE WITH EXISTING SYSTEM. INSTALL NEW WIRING FOR FIRE ALARM IN CONDUIT, MINIMUM OF 1/2" DIAMETER. ALL STROBE LIGHTS SHALL MEET OR EXCEED THE REQUIREMENTS OF THE ADA AS DEFINED IN UL STANDARD 1971. UPON COMPLETION OF INSTALLATION, RETEST THE SYSTEM AND PROVIDE CERTIFICATION OF COMPLIANCE. PROVIDE SHOP DRAWINGS SHOWING ALL NEW DEVICES WIRING AND CONNECTION TO EXISTING SYSTEM. PROVIDE UPDATED BATTERY CALCULATIONS AS DESCRIBED IN NFPA 72.
Momentary Switch A (Optional)
3/#18
LUMINAIRES SUPPORT LUMINAIRES FROM STRUCTURAL MEMBERS OF BUILDING, INDEPENDENT OF CEILING. SUPPORT GRID TYPE LUMINAIRES AT ALL 4 CORNERS OF (1' X 4' AND 2' X 4') FIXTURES TO STRUCTURE. EARTHQUAKE CLIPS ALONE WILL NOT ACCEPTABLE.
Cap
Control Output
Cap
Any 3-Wire 24VDC Sensor
Common
MC CABLE METAL CLAD CABLE MAY BE USED FOR 20 AND 30 AMP BRANCH CIRCUITS WHERE RUN IN GYPSUM BOARD PARTITIONS AND ABOVE ACCESSIBLE CEILING. HOMERUNS SHALL BE IN CONDUIT.
+24VDC
PANELBOARDS DEAD FRONT COVERS WITH LOCKABLE DOOR, MOLDED CASE THERMAL-MAGNETIC CIRCUIT BREAKER DISTRIBUTION TYPE: 98% CONDUCTIVITY COPPER OR 61% CONDUCTIVITY ELECTRICAL GRADE ALUMINUM BUSSING. SIZED BASED ON 85 DEGREES CELSIUS TEMPERATURE RISE ABOVE 40 DEGREES CELCIUS AMBIENT. BRACED TO CARRY CURRENT EQUAL TO HIGHEST INTERRUPTING RATING OF DEVICES IN PANEL. 20 INCHES WIDTH X 5 3/4" DEPTH MINIMUM. BREAKERS WITH MINIMUM INTERRUPTING RATING AS SHOWN IN PANELBOARD SCHEDULES. CONSTRUCTION IN ACCORDANCE WITH APPLICABLE NEMA STANDARDS. GENERAL ELECTRIC, SQUARE D, SIEMENS OR CUTLER-HAMMER. USE VERTICAL ALERTNATING CIRCUIT NUMBERS, PROVIDE TYPE-WRITTEN DIRECTORIES DESCRIBING CIRCUITS. BEF:
HEAVY DUTY CIRCUIT BREAKER DISTRIBUTION, 0-100 AMPERES BRANCHES EQUAL TO G.E. NHB, SQUARE D NFHB, SIEMENTS NHB AND CUTLER HAMMER WEHB
Neutral
Wht
BZ-150 (B)
BOLTED QUICK-LAG CIRCUIT BREAKER DISTRIBUTION, 0-100 AMPERES BRANCHES EQUAL TO G.E. NLAB, SQUARE D NQOD, SIEMENS NLAB, CUTLER HAMMER BB
ATTIC STOCK UNUSED ITEMS WILL BE TURNED OVER TO THE OWNER WITH A CREDIT FOR LABOR REFLECTED IN THE UNIT PRICES. A. TWO(2) FIRE ALARM HORN STROBES B. FIVE(5) DUPLEX OUTLETS WITH PLATED OUTLET BOX, WITH 20 FT OF CONCUIT AND WIRE TO CONNEC TO THE NEAREST CIRCUIT. C. TWO(2) EXIT SIGNS (1-XA AND 1-XB) WITH 20 FT OF CONDUIT AND WIRE TO CONNECT TO THE NEAREST CIRCUIT.
Hot
Blk
120VAC 277VAC
Red
L o a d
Red
B
GRAPHIC SCALES:
MANUAL ON
3/#18 Orange
BQL: 38.
USHID.
ACCEPTABLE BALLAST MANUFACTURER: ADVANCE, OSRAM / SYLVANIA, HOWARD INDUSTRIES, UNIVERSAL, VALMONT.
MARK OUTLET AND JUNCTION BOX COVERS WITH PERMANENT INK MARKERS TO INDICATE CIRCUIT NUMBER(S) AND PANEL OR ORIGINATION. USE BLACK MARKERS FOR NORMAL SERVICE CIRCUITS AND ORANGE FOR EMERGENCY CIRCUITS.
FIRESTOPPING MATERIALS: ASTM E119 AND/OR ASTM E814 TO ACHIEVE A FIRE RATING AS NOTED ON DRAWINGS. ALL FIREPROOFING SHALL BE UL CLASSIFIED FOR THE APPROPRIATE UL SYSTEM NUMBER. SURFACE BURNING: ASTM E84 WITH A FLAMESPREAD SMOKE DEVELOPED RATNG OF 0/5. MANUFACTURERS: 3M BRAND CP25 FIRE BARRIER CAULK, CS195 COMPOSITE SHEET, FS195 WRAP/STRIP, RC-1 RESTRICTING COLLARS, INTERAM FIRE DAM 150 CAULK OR MOLDABLE PUTTY. OTHER APPROVED MANUFACTURERS ARE GE "PENSIL" SYSTEMS AND DOW CORNING FIRE STOP SYSTEMS. PRIMER: TYPE RECOMMENDED BY FIRESTOPPING MANUFACTERER FOR SPECIFIED SUBSTRATE SURFACES. INSTALLATON: SEAL HOLES OR VOIDS MADE BY PENETRATIONS TO ENSURE AN EFFECTIVE SMOKE BARRIER. INSTALL MATERIAL AT FLOORS, WALLS OR PARTITION OPENINGS WHICH CONTAIN PENETRATING SLEEVES, PIPING DUCTWORK, CONDUIT AND OTHER ITEMS REQUIRING FIRESTOPPING.
34.
PROVIDE LUMINAIRES WITH JOINING PLATES, END CAPS, CANOPIES, MOUNTING HARDWARE, ETC., AS REQUIRED FOR COMPLETE INSTALLATION.
JOINTS 10 AND SMALLER: T&B STA-KON WIRE JOINTS PT66M, WITH INSULATING CAPS (FOR 10 USE PT80), INSTALLED WITH WT161M TOOL OR C NEST OF WT111M TOOL; IDEAL SUPER/NUTS; IDEAL WIRING NUTS; 3M "SCOTCHLOCK" OR BUCHANNAN NYLON SNAP ON INSULATORS INSTALLED WITH C24 PRESSURE TOOL. WHERE CONCUTORS ARE CONNECTED TO SCREW TERMINALS, USE NYLON INSULATED, LOCKING FORK, T&B STA-KON OR APPROVED EQUAL.
33.
VERIFY CONSTRUCTION OF CEILINGS BEING INSTALLED AND PROVIDE THE LUMINAIRES SPECIFIED IN APPROPRIATE CONFIGURATION WITH ALL HARDWARE AND ACCESSORIES REQUIRED FOR COMPATABLE INSTALLATION.
8.
SPLICE CONDUCTORS 8 AND LARGER WITH SOLID COPPER BARREL, TYPE FITTINGS APPLIED WITH AN APPROPRIATE HYDRAULIC TOOL. SPLICES USED ONLY WHERE APPROVED. SPLICE FITTINGS: BURNDY "HYDENT". INSULATE SPLICES WITH 600 VOLT "HEAT SHRINK" COVERS T&B OR EQUAL.
IDENTIFY EACH STARTER, (INCLUDING STARTERS FURNISHED UNDER MECHANICAL SECTION). PANELBOARD, CABINET, CONTROL DEVICE, CONTROL PANEL, BREAKER, DISCONNECT AND SAFETY SWITCH WITH 1/4" HIGH BLACK LETTERS CUT IN A WHITE LAMINATED PHENOLIC STRIP. USE RED BACKGROUND WITH WHITE LETTERS FOR ALL EQUIPMENT CONNECTED TO EMERGENCY SYSTEM. INCLUDE EQUIPMENT DESIGNATION, LOAD SERVED, VOLTAGE, PHASES AND SOURCE(S) OF FEED. ATTACH TO ENCLOSURE WITH TWO(2) SCREWS.
7.
a. FURNISH SOLID STATE HIGH FREQUENCY RAPID OR INSTANT START BALLAST FOR LINEAR FLUORESCENT LUMINAIRES. BALLAST SHALL HAVE FIVE(5) YEAR MANUFACTURER'S WARRANTY. BALLAST SHALL BE HIGH FREQUENCY (20kHZ OR GREATER), OPERATE WITHOUT DETECTABLE FLICKER, AND SHALL PROVIDE FULL LIGHT OUTPUT. BALLAST SHALL BE UL CLASS P RATED FOR THERMAL PROTECTION AND RATED AT 50 DEGREES F STARTING TEMPERATURE. BALLAST SHALL NOT CONTAIN PCB TYPE MATERIAL. BALLAST SHALL BE UNIVERSAL VOLTAGE (120 OR 277V).
LUGS: SOLID 98% CONDUCTIVITY COPPER LONG BARREL, TIN-PLATED, COMPRESSION TYPE CONNECTORS, THOMAS & BETSS COLOR KEYED, BURNDY "HYDENT" OR APPROVED EQUAL; APPLIED WITH APPROPRIATE HYDRAULIC TOOL. PROVIDE LUGS WHERE NOT FURNISHED AS PART OF EQUIPMENT - FURNISH AS SPECIFIED ABOVE, TO CONNECT ALL CONDUCTORS. FURNISH LUGS FOR CONDUCTORS 2/0 AND LARGER WITH TWO BOLT TONGUE OR APPROVED EQUIVALENT.
32.
ELECTRICAL EQUIPMENT, WIRING, ETC. REMOVED AND NOT REQUIRED TO BE PART OF NEW ELECTRICAL INSTALLATION IS CLASSIFIED AS SALVAGE. SALVAGEABLE EQUIPMENT IDENTIFIED BY OWNER REMAINS PROPERTY OF OWNER. STORE AT SITE OR WITHIN BUILDING AS DIRECTED BY OWNER. SALVAGE THAT OWNER DOES NOT WISH TO KEEP SHALL BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY. USED RIGID STEEL OR INTERMEDIATE GRADE CONDUIT FOR: A. CIRCUITS IN HAZARDOUS LOCATIONS. B. CIRCUITS EXPOSED TO MECHANICAL DAMAGE.
PHASE A B C NEUTRAL EQUIP. GROUND
PROVIDE FLUORESCENT LAMPS WITH LOW-MERCURY CONTENT, COMPLIANT WITH FEDERAL EPA TCLP REQUIREMENTS, a.k.a. "ECO", "ALTO", OR "ECOLUX".
Grey
ALL CONDUITS CROSSING EXPANSION JOINTS SHALL HAVE EXPANSION TYPE FITTINGS.
120/208 VOLTS BLACK RED BLUE WHITE GREEN
FURNISH ALL LINEAR FLUORESCENT LAMPED LUMINAIRES WITH ENERGY EFFICIENT LAMPS AND ELECTRONIC BALLAST.
6.
Grey
6.
PHASE A B C NEUTRAL EQUIP. GROUND
LINEAR FLUORESCENT LAMPS / ELECTRONIC BALLAST:
Blue
ALL CIRCUITS SHOWN CONCEALED SHALL BE RUN IN FURRED CEILING SPACES AND SHALL BE CONCEALED IN CONCRETE SLAB ONLY WHEN NO FURRED CEILING SPACE IS PROVIDED.
3.
Blue
5.
PROVIDE PROPER LAMP FOR REFLECTOR ASSEMBLY SPECIFIED AND AS RECOMMENDED BY LUMINAIRE MANUFACTURER.
820 Shades Creek Parkway Birmingham, Alabama 35209
Black
ALL NEW CONDUITS RUN IN EXISTING BUILDING SHALL BE CONCEALED WHERE POSSIBLE. EXACT ROUTING OF CONDUITS SHALL BE APPROVED BY ENGINEER.
2.
ACCEPTABLE LAMP MANUFACTURERS: FLUORESCENT AND INCANDESCENT: GE, OSRAM / SYLVANIA, PHILIPS H.I.D. AND QUARTZ HALOGEN LAMPS: GE, OSRAM / SYLVANIA, PHILIPS, VENTURE,
Black
4.
8.
D
ALL BRANCH CIRCUIT CONDUIT SHALL BE GALVANIZED EMT, JOINED AND TERMINATED WITH STEEL SET SCREW FITTINGS, 1/2" CONDUIT MINUMUM.
COLOR CODE AS FOLLOWS AND/OR LOCAL ORDINACES, CONDUCTORS 8 AND SMALLER WITH COLORED INSULATION. CONDUCTORS 6 AND LARGER NOT AVAILABLE IN COLORS, COLOR CODED WITH COLORED PRESSURE SENSITIVE TAPE. APPLY MINIMUM 2" OF TAPE TO EACH INDIVIDUAL PAHSE OR NEUTRAL CONDUCTOR IN HALF LAPPED PATTER. THE EQUIPMENT GROUND CONDUCTOR SHALL BE TAPED GREEN FOR ITS ENTIRE EXPOSED LENGTH. COLOR CODED AS FOLLOWS:
5.
Red
24. 3.
CONDUCTORS FURNISHED WITH NEC, 600 VOLT, INSULATION AS FOLLOWS: A. DRY LOCATIONS - TYPE THHN, THWN OR XHHW. (DO NOT INTERMIX IN CIRCUITS)
B.L. Harbert International
Red
23.
PROVIDE FUSES FOR UNGROUNDED CONDUCTORS SUPPLYING FLUORESCENT AND H.I.D. BALLASTS. FLUORESCENT: GMF/HLR, H.I.D.: HEB/KTK. PROVIDE FUSES SIZED FOR RATING OF BALLAST.
Brown
2.
ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE NEC AND LOCAL ORDINANCES. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS.
4.
Brown
1.
MANUFACTURER CATALOG NUMBERS ARE SHOWN FOR GENERAL DESCRIPTIVE PURPOSE AND TO ESTABLISH STANDARD OF QUALITY ONLY. CONTRACTOR SHALL PROVIDE LUMINAIRES COMPLETE WITH ALL OPTIONS AND ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. ALL PRODUCTS SHALL BE UL LISTED.
Orange
F
Momentary Switch B (Optional)
3/#18
CURRENT DRAWING SET:
CONSTRUCTION DOCUMENTS DESCRIPTION
Cap
01/14/2013
Cap
ISSUE DATE
A
SHEET:
1 E002
DETAIL MANUAL ON & BI-LEVEL SWITCHING WIRING DIAGRAM NO SCALE
C:\Autodesk\Revit\012-01801-00-MEP MODEL_14552.rvt
SCHEDULES & SPECIFICATIONS
E-002 1/11/2013 10:06:28 AM
1
2
3
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5
6
7
8
T.7
820 BUILDING RENOVATION PHASE 1B
U.3
F
B.L. Harbert International 820 Shades Creek Parkway Birmingham, Alabama 35209 GA PROJECT # 1760-RENOV1B GIATTINA AYCOCK ARCHITECTURE STUDIO INC.
2
1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
E 3
STAMP:
3.7 SEE NOTES 1-5
4
D STAMP
EX
FACP
EX
FNAC
NOTES & LEGEND
5
C EX
6 RC-3 EX
EX
LC-1
EX RC-2 RC-1
FITNESS ROOM - DEMO ELECTRICAL N
P
Q
R
S
S.3
T
TRUE NORTH
0
1
2
SCALE:
3
4
8
U
1/4" = 1'-0"
B GRAPHIC SCALES: PLAN NOTES: 1.
SEE ARCHITECTURAL DRAWINGS FOR THE EXTENT AND SPECIFICS OF THE DEMOLITION WORK
2.
ALL CONDUIT, WIRE, OUTLETS, LIGHT FIXTURES AND ALL ELECTRICAL EQUIPMENT IN AND ON WALL,S CEILINGS, FLOORS, AND STRUCTURES SHALL BE REMOVED IN ALL AREAS TO BE DEMOLISHED.
3.
ALL CIRCUITS AND FEEDERS THAT ARE DISCONNECTED AND NOT PART OF THE DEMOLITION WORK (i.e. SHADED AREAS) SHALL BE RECONNECTED AND RE-ROUTED TO CLEAR NEW CONSTRUCTION AS REQUIRED TO SERVE EXISTING LOADS.
4.
THE ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDING TO REVIEW ALL EXISTING CONDITIONS, INCLUDING LOCATIONS AND EXTENT OF ELECTRICAL EQUIPMENT DEMOLITION AND SHALL INCLUDE ALL RESULTING COSTS IN BID.
5.
ALL CONDUIT, WIRE, OUTLETS, LIGHT FIXTURES AND ALL ELECTRICAL EQUIPMENT IN AN ON WALLS, CEILINGS, FLOORS, AND STRUCTURES NOT DEMOLISHED SHALL REMAIN IN PLACE AND OPERATIONAL.
CURRENT DRAWING SET:
CONSTRUCTION DOCUMENTS DESCRIPTION
01/14/2013 ISSUE DATE
A
SHEET:
DEMO WORK PLAN FITNESS ROOM
E-F101 C:\Autodesk\Revit\012-01801-00-MEP MODEL_14552.rvt
1/11/2013 10:06:30 AM
1
2
3
4
5
6
7
8
T.7
WIREMOLD ALA4800 SERIES RACEWAY WITH ALL REQUIRED HARDWARE (VERIFY FINISH WITH ARCHITECT. COORDINATE MOUNTING WITH ARCHITECTURAL DRAWINGS. COORDINATE ELECTRICAL REQUIREMENTS WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN.
3
820 BUILDING RENOVATION PHASE 1B
U.3
F
2 M
P1
A
P1
P1
P1
F 184CD M A
P1
J J
J J
P1
6,7
5,6 D
2
J J
D
P1
D 7,8
P1
NOTE 2 (FOR TECHNOGYM EQUIPMENT RACK. VERIFY FINAL LOCATION WITH OWNER PRIOR TO INSTALLATION, TYPICAL 2 PLACES)
M A
820 Shades Creek Parkway Birmingham, Alabama 35209
FGE2
GA PROJECT # 1760-RENOV1B
P1 P1
P1
P1
P1
P1
B.L. Harbert International
P1
P1
P1
NOTE 5
P1
GIATTINA AYCOCK ARCHITECTURE STUDIO INC.
Room F103
P1
P1
P1
P1
P1
P1
3
P1
P1
FGE2
P1
1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
3
ZONE 2 NOTE 4
ZONE 1
ZONE 1
ELRAB
LRAB
ELRAB LRAB
3 EWC
LRAB
LRAB
GFI 3
LRAB
SFD J 2
F
M A NOTE 6
LV
2 2
LRAB
SFD J
LRAB
SFD J 2
LRAB
ELRAB
LRAB
2
3
SFD 2 J
ZONE 2
F F
E
ZONE 2
Eliminated 2 lights from each shower stall in ASI 8
3
LRAB 2
3.7 XA
LRAB
LRAB
ELRAB
CORRIDOR LRAB F104
LRAB
LRAB
ELRAB
ELRAB
2
LV2
LRAA
1
4
LWAA LRAA
LRAA
LRAA
LRAA
FSS1 3
LRAA
LWAA
3
1 GFI
GFI
ELRAA
ELRAA
LOCKER(M) F101
LRAA
1
LRAA C
ELRAA
LRAA
NEW REMOTE INVERTER (NOTE 7) NEW NAC PANEL FOR NEW FIRE ALARM DEVICES
EX
EX
LRAA SFD J 2
C
LWAA LWAA
LWAA LWAA
LRAA
1
ELRAA 3
J 4
ELRAA 3
LRAA 1
LRAB
LRAA
LRAA
LRAA
5
LRAA 3
LWAA
LOCKER(W) F102
120V. CONTROL POWER FOR VAV BOX
LWAA
LWAA
LWAA
SMOKE/FIRE DAMPERS, 120V. PROVIDE FIRE ALARM ZAM
GFI
D
LRAA
EF-1 1/2HP, 120V.
F
FACP
FNAC
FNAC
INV
ELRAA LRAA
LRAA
FSS1
4 J
LWAA
NOTE 3, 4 & 7
LRAA
M
LWAA
F
GFI
LRAA
SMOKE/FIRE DAMPERS, 120V. PROVIDE FIRE ALARM ZAM
ELRAB
NOTE 6
LRAA
GFI
1
SFD 2 J
ELRAB
LRAB
ELRAB
ELRAB
EX
EX
EX
LRAB
LRAB
ELRAB
LRAB
LRAB
LRAB
EX
NOTE 1
6
RC-3
C
ELRAB
MOUNTED BEHIND MIRROR
CONNECT TO EXISTING 277V LIGHTING CIRCUIT IN CORRIDOR (NOTE 3)
EX
LRAB
LC-1
RC-2
EX
EX
STAMP NOTES & LEGEND
FSX4
LRAB
STAMP:
SMOKE/FIRE DAMPERS, 120V. PROVIDE FIRE ALARM ZAM F
FSX4
GFI
MOUNTED BEHIND MIRROR
SMOKE/FIRE DAMPERS, 120V. PROVIDE FIRE ALARM ZAM
N
P
Q
R
S
S.3
T
U
FITNESS ROOM - LEVEL 01 ELECTRICAL TRUE NORTH
0
1
2
3
SCALE:
4
8
1/4" = 1'-0"
PLAN NOTES:
2
B
1.
PROVIDE INDENTIFICATION LABEL FOR EXISTING PANEL. SEE DETAIL#3, SHEET E-001.
2.
HOMERUN TO AVAILABLE 20/1 SPARE CIRCUIT BREAKER IN EXISTING PANEL "RC-3" MADE AVAILABLE BY DEMOLITION.
3.
EMERGENCY FIXTURES, INCLUDING EXIT SIGNS, REQUIRE AN UN-SWITCHED PHASE CONDUCTOR.
4.
HOMERUN TO AVAILABLE 20/1 SPARE CIRCUIT BREAKER IN EXISTING PANEL "LC-1".
5.
HOMERUN TO FOUR SPARE 20/1 CIRCUIT BREAKERS IN EXISTING PANEL "RA-2". PROVIDE EACH BRANCH CIRCUIT WITH A NEUTRAL. COORDINATE ELECTRICAL REQUIREMENTS OF FITNESS EQUIPMENT WITH ARCHITECT PRIOR TO ROUGH-IN.
6.
CONNECT TO EXISTING 120V CORRIDOR RECEPTACLE CIRCUIT.
7.
ROUTE UN-SWITCHED CIRCUIT TO EMERGENCY FIXTURE (TYPE 'ELRAA') THROUGH REMOTE INVERTER. REMOTE INVERTER SHALL BE AS MANUFACTURED BY: ISOLITE #IMI25LCV2.
GENERAL NOTES:
REVISIONS:
1.
ALL 120V BRANCH CIRCUITING SHALL HOMERUN TO 20/1 SPARES IN EXISTING PANEL "RC-3" OR "RC-2", UNLESS OTHERWISE NOTED. SPARES SHALL BE MADE AVAILABLE BY DEMOLITION. CIRCUIT NUMBERS ARE FOR REFERNCE ONLY.
ADDENDUM 1 ASI 3 ASI 10
2.
WHEN DEVICES ARE SHOWN ADJACENT TO EACH OTHER BUT ARE MOUNTED AT DIFFERENT HEIGHTS, (i.e. RECEPTACLE & FIRE ALARM DEVICE), INSTALL DEVICES ON SAME VERTICAL LINE.
3.
FOR LIGHTING REQUIREMENTS BEHIND MIRRORS, SEE DETAIL #4/E-001.
2/20/2013 5/7/2013 09/01/2013
LIGHTING OPERATIONS: FITNESS RM:
MANUAL ON, AUTOMATIC OFF
CURRENT DRAWING SET:
CONSTRUCTION DOCUMENTS DESCRIPTION
01/14/2013 ISSUE DATE
A
SHEET:
NEW WORK PLANS FITNESS RM.
E-F201 C:\Autodesk\Revit\012-01801-00-MEP MODEL_14565.rvt
9/4/2013 9:08:24 AM
1
2
3
4
5
6
7
9 J EX RA-3
30 J EX
12 J EX
820 BUILDING RENOVATION PHASE 1B
LC-1
EXISTING
F
8
25 J EX
RC-1
RB-3 LA-1
6 LB-1
10 J EX
EXISTING
B.L. Harbert International
8 J
820 Shades Creek Parkway Birmingham, Alabama 35209
EXISTING
6
6
GA PROJECT # 1760-RENOV1B
WOMEN TLT 107
4 E-001 MEN 204
SEE NOTES 1-5
1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
SEE NOTES 1-5
SEE NOTES 1-5
WOMEN 205
WOMEN 305
E
GIATTINA AYCOCK ARCHITECTURE STUDIO INC.
MEN TLT 106
MEN 304
STAMP:
7
7 F
G
H
D
F
G
H
8 F
J
G
H
J
RESTROOM LEVEL 03 - DEMO
RESTROOM LEVEL 02 - DEMO
RESTROOM LEVEL 01 - DEMO
ELECTRICAL
ELECTRICAL
ELECTRICAL
0
TRUE NORTH
J
7
1
2
3
SCALE:
4
8
0
TRUE NORTH
1/4" = 1'-0"
1
2
3
SCALE:
4
8
1
0
TRUE NORTH
2
3
4
8 STAMP
1/4" = 1'-0"
SCALE:
1/4" = 1'-0" NOTES & LEGEND
5
5
5
LOBBY 201
LOBBY 11
CORRIDOR 130
LA-1 EX
EX
RB-2 RB-1 LB-1
RA-3
ELEC 312
EX EX
EX
ELEC 207
CORRIDOR 109
EX RB-3
C RA-2 RA-1
ELEVATOR LOBBY 101
CORR. 26
RC-3 EX
EX
EX
EX
STAIR 48
RC-2 RC-1
LC-1
Room 126
MECHANICAL EQUIPMENT ROOM 1 116
M L
M
N
TRUE NORTH
N
P
ELECTRICAL ROOM - LEVEL 02
ELECTRICAL
ELECTRICAL
1
2
SCALE:
3
4
1/4" = 1'-0"
8
P
ELECTRICAL ROOM - LEVEL 01
ELECTRICAL ROOM - LEVEL 03 0
N
P M
B
6
ELEC 117 EX EX
TRUE NORTH
0
1
2
SCALE:
3
4
ELECTRICAL TRUE NORTH
0
1
2
SCALE:
3
4
8
1/4" = 1'-0"
8
GRAPHIC SCALES:
1/4" = 1'-0"
PLAN NOTES: 1.
SEE ARCHITECTURAL DRAWINGS FOR THE EXTENT AND SPECIFICS OF THE DEMOLITION WORK
2.
ALL CONDUIT, WIRE, OUTLETS, LIGHT FIXTURES AND ALL ELECTRICAL EQUIPMENT IN AND ON WALL,S CEILINGS, FLOORS, AND STRUCTURES SHALL BE REMOVED IN ALL AREAS TO BE DEMOLISHED.
3.
ALL CIRCUITS AND FEEDERS THAT ARE DISCONNECTED AND NOT PART OF THE DEMOLITION WORK (i.e. SHADED AREAS) SHALL BE RECONNECTED AND RE-ROUTED TO CLEAR NEW CONSTRUCTION AS REQUIRED TO SERVE EXISTING LOADS.
4.
THE ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDING TO REVIEW ALL EXISTING CONDITIONS, INCLUDING LOCATIONS AND EXTENT OF ELECTRICAL EQUIPMENT DEMOLITION AND SHALL INCLUDE ALL RESULTING COSTS IN BID.
5.
ALL CONDUIT, WIRE, OUTLETS, LIGHT FIXTURES AND ALL ELECTRICAL EQUIPMENT IN AN ON WALLS, CEILINGS, FLOORS, AND STRUCTURES NOT DEMOLISHED SHALL REMAIN IN PLACE AND OPERATIONAL.
CURRENT DRAWING SET:
CONSTRUCTION DOCUMENTS DESCRIPTION
01/14/2013 ISSUE DATE
A
SHEET:
DEMO WORK PLANS RESTROOMS
E-T101 C:\Autodesk\Revit\012-01801-00-MEP MODEL_14552.rvt
1/11/2013 10:06:36 AM
1
2
3
4
5
6
7
8
820 BUILDING RENOVATION PHASE 1B F
9 277V J EX
MOUNTED BEHIND MIRROR
LRAA LRAA
ELRAA
6
ELRAA
LRAA
GFI
C
FSX2 4
FSS1
C
LRAA
LRAA
E-001
LRAA
LRAA
GIATTINA AYCOCK ARCHITECTURE STUDIO INC.
LRAA FSX4
LRAA
LRAA
GA PROJECT # 1760-RENOV1B
WOMEN TLT F 107 C
FSX4
F
LRAA
LRAA
MEN TLT 106
T
FSX4
ELRAA
GFI
LRAA F
FSS1
ELRAA
820 Shades Creek Parkway Birmingham, Alabama 35209
EWC
GFI
C
6
GFI
LRAA
F
LRAA
12 J 277V EX
LRAA
LRAA
FSS1 LRAA
FSS1
LRAA
1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
FGE2
30 J 120V EX
B.L. Harbert International
25 120V J EX
LRAA LRAA
FSS1
GFI
T
FSS1
FSX3 LRAA
LRAA LRAA
WOMEN 305
ELRAA
LRAA
ELRAA Room F105
FSX4 FSS1
LRAA
LRAA MEN 304
ELRAA
FSS1 LRAA
FSS1
E
LRAA
ELRAA
LRAA
LRAA
LRAA
LRAA
LRAA
FSS1
LRAA
LRAA FSS1
LRAA
FSS1
LRAA
LRAA
FSS1
FSS1
LRAA
ELRAA
LRAA
ELRAA
LRAA
LRAA LRAA
FSS1
STAMP:
FGE2
MOUNTED BEHIND MIRROR
7 7 LRAA
8 F
G
H
J
8
D
RESTROOMS - LEVEL 01 F
G
H
ELECTRICAL
J
TRUE NORTH
RESTROOMS - LEVEL 03
1
0
2
3
SCALE:
4
STAMP
8
NOTES & LEGEND
1/4" = 1'-0"
ELECTRICAL TRUE NORTH
0
1
2
SCALE:
3
4
8
1/4" = 1'-0"
MOUNTED BEHIND MIRROR
FSS1
C
C
ELRAA
LRAA
ELRAA
LRAA
LRAA
6
GFI EWC
GFI
LRAA
F
8 J 277V EX
10 J 120V EX
FSX4
T
F
MEN 204
C
FSS1 LRAA
LRAA
LRAA
LRAA
FSX2
FSS1
GFI
LRAA LRAA
ELRAA
LRAA FSS1
LRAA
LRAA
FSX3
WOMEN 205
FSX4
LRAA ELRAA
JAN 206
FSS1
LRAA
LRAA
LRAA
FSS1
MOUNTED BEHIND MIRROR
LRAA LRAA
LRAA
B
7 F
G
H
GRAPHIC SCALES:
J
RESTROOMS - LEVEL 02 ELECTRICAL TRUE NORTH
0
1
2
SCALE:
3
4
8
1/4" = 1'-0"
CURRENT DRAWING SET:
CONSTRUCTION DOCUMENTS
GENERAL NOTES:
A
1.
WHEN DEVICES ARE SHOWN ADJACENT TO EACH OTHER BUT ARE MOUNTED AT DIFFERENT HEIGHTS, (i.e. SWITCH & FIRE ALARM DEVICE), INSTALL DEVICES ON SAME VERTICAL LINE.
2.
EMERGENCY FIXTURES, INCLUDING EXIT SIGNS, REQUIRE AN UN-SWITCHED PHASE CONDUCTOR.
3
FOR LIGHTING REQUIREMENTS BEHIND MIRRORS, SEE DETAIL #4/E-001.
DESCRIPTION
01/14/2013 ISSUE DATE SHEET:
NEW WORK PLANS RESTROOMS
E-T201 C:\Autodesk\Revit\012-01801-00-MEP MODEL_14552.rvt
1/11/2013 10:06:38 AM
1
2
3
4
5
6
7
8
T.7
820 BUILDING RENOVATION PHASE 1B
U.3
F
B.L. Harbert International 820 Shades Creek Parkway Birmingham, Alabama 35209 GA PROJECT # 1760-RENOV1B GIATTINA AYCOCK ARCHITECTURE STUDIO INC.
2
1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
Room F103
E 3
FITNESS F100
STAMP:
3.7 CORRIDOR F104
4
D STAMP
LOCKER(M) F101
NOTES & LEGEND
LOCKER(W) F102
5
C 6
N
1
B
P
Q
R
S
S.3
T
U
LEVEL 01 - DEMO FIRE PROTECTION 1/4" = 1'-0" GRAPHIC SCALES:
DEMOLITION NOTES: 1. ALL EXISTING FIRE PROTECTION SYSTEM PIPING AND SPRINKLERS SHALL REMAIN IN PLACE AND IN-SERVICE DURING THE DEMOLITION OF THE WORK OF OTHER TRADES - CEILINGS, LIGHT FIXTURES, HVAC EQUIPMENT, ETC.
A
2. WHERE EXISTING FIRE PROTECTION PIPING OBSTRUCTS THE DEMOLITION/REMOVAL OF THE WORK OF OTHER TRADES, CONTRACTOR SHALL TEMPORARILY REMOVE/RELOCATE PIPING AS NEEDED TO FACILITATE THE DEMOLITION. 3. FIRE PROTECTION PIPING SHALL BE RETURNED TO SERVICE AS SOON AS DEMOLITION WORK IS COMPLETED IN AREAS THAT REQUIRE FIRE PROTECTION PIPING REMOVAL/RELOCATION. ALL FIRE PROTECTION PIPING SHALL BE RETURNED TO SERVICE AT THE END OF THE WORK DAY AND SHALL NOT BE SHUT OFF AFTER HOURS. 4. CONTRACTOR SHALL USE EXTREME CARE TO AVOID MECHANICAL INJURY TO EXISTING SPRINKLERS THAT COULD CAUSE A FALSE DISCHARGE CONDITION.
C:\Autodesk\Revit\012-01801-00-MEP MODEL_14570.rvt
CURRENT DRAWING SET:
CONSTRUCTION DOCUMENTS DESCRIPTION
11/26/2012 ISSUE DATE SHEET:
LEVEL 01- DEMO FIRE PROTECTION
FP-101 11/20/2012 4:34:26 PM
SECTION 15325 - AUTOMATIC SPRINKLER SYSTEM
PART 2 PRODUCTS
PART 1 GENERAL
2.1
GENERAL:
A.
ALL DEVICES AND EQUIPMENT SHALL BE UL LISTED AND FM APPROVED FOR FIRE SERVICE.
2.2
SPRINKLERS:
1.1
DESCRIPTION OF WORK:
1.3
A.
WORK SPECIFIED IN THIS SECTION INCLUDES, BUT IS NOT LIMITED TO:
A. ALL OFFICE, LOBBY, BREAK ROOMS AND WORK AREAS: NFPA 13, LIGHT HAZARD, USING QUICK RESPONSE SPRINKLERS.
1. REWORK EXISTING WET FIRE PROTECTION SPRINKLER SYSTEM TO PROVIDE COMPLETE AUTOMATIC WET SPRINKLER SYSTEM COVERAGE IN THE LIMITS OF CONSTRUCTION SHOWN ON THE CONTRACT DRAWINGS IN ACCORDANCE WITH NFPA 13.
5.
TESTING OF SYSTEM.
F. INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR SEALING ANTIFREEZE SYSTEM PIPING PENETRATIONS IN OUTSIDE WALLS.
B. INSTALLATION SHALL NOT BE DEEMED AS COMPLETE UNTIL CERTIFICATES OF ACCEPTANCE FROM THE AUTHORITIES HAVING JURISDICTION ARE PRESENTED TO AND ACCEPTED BY OWNER.
1.4
E.
SUBMITTALS:
A. SUBMIT SHOP DRAWINGS INDICATING ALL PHASES OF THE INSTALLATION INCLUDING MATERIALS, PIPE, VALVES, SPRINKLER HEADS, CONTROL DEVICES, SECTIONS, ELEVATIONS, DETAILS OF SPECIAL HANGERS AND RISER DETAILS FOR REVIEW AND APPROVAL. SUBMITTAL SHALL BE MADE TO THE ARCHITECT AT THE SAME TIME IT IS MADE TO OTHER AUTHORITIES HAVING JURISDICTION.
1
B. THE CONTRACTOR IS RESPONSIBLE FOR THE PREPARATION, ACCURACY AND COMPLETENESS OF SHOP DRAWINGS.
2.4
D. MINIMUM ACCEPTABLE TEST SIZE (HEIGHT) IS 3/32 INCHES. DRAWINGS WITH SMALLER TEXT OR OTHERWISE ILLEGIBLE TEXT DUE TO CLUTTER, OVERLAPPING OR POOR IMAGE QUALITY WILL BE RETURNED UNREVIEWED.
1.5
INSIDE PIPING, FITTINGS AND HANGERS:
D.
WATER SUPPLY:
3.5
ACCESS PANELS:
A. PROVIDE ACCESS PANELS FOR VALVES, SWITCHES AND OTHER ITEMS REQUIRING MAINTENANCE IN ENCLOSED SPACES. ACCESS PANELS SHALL BE RATED WHERE REQUIRED REQUIRED. 3.6
C. ALL WET SYSTEM PENDENT SPRINKLERS SHALL BE PROVIDED WITH A RETURN BEND CONNECTION TO THE BRANCH LINE
AUXILLARY ANTIFREEZE SYSTEM:
3.4
CERTIFICATION:
A. FIRE PROTECTION SYSTEMS SHALL BE INSTALLED ONLY BY CONTRACTORS LICENSED BY THE STATE FOR FIRE PROTECTION WORK.
SPRINKLER HEADS SHALL BE CENTERED IN CEILING TILES. END OF SECTION 15325
D. SUBMITTED DRAWINGS SHALL INCLUDE ALL INFORMATION REQUIRED FOR WORKING PLANS LISTED IN NFPA 13 INCLUDING FULL HEIGHT CROSS SECTION SHOWING STRUCTURAL/CEILING CONSTRUCTION, LOCATION OF WATER SUPPLY, FLOW TEST, ZONE CONTROL DETAILS, RISER DETAILS, AUXILIARY TEST/DRAIN LOCATIONS, HANGER DETAILS AND ROUTING OF UNDERGROUND PIPING TO WATER SUPPLY WHERE APPLICABLE.
C. WHERE GUIDELINES OF OTHER AUTHORITIES HAVING JURISDICTION DIFFER FROM THOSE GIVEN HERE, CONTRACTOR SHALL USE THE MOST STRINGENT IN EACH CASE.
B. IN EACH AREA AS INSTALLATION IS COMPLETED, PROMPTLY REMOVE DEBRIS, EXCESS MATERIALS AND FOREIGN MATTER FROM SURFACE OF SPRINKLER SYSTEM, EQUIPMENT, AND LEAVE AREAS CLEAN.
B. EXISTING SPRINKLERS ARE STANDARD RESPONSE CHROME PENDENT TYPE WITH ONE-PIECE ESCUTCHEONS. ALL EXISTING STANDARD RESPONSE SPRINKLERS TO BE REPLACED WITH QUICK RESPONSE PENDENT SPRINKLERS WITHIN CONTRACT LIMITS. WHERE REPLACEMENT OF STANDARD RESPONSE SPRINKLERS WITH NEW QUICK RESPONSE SPRINKLERS RESULTS IN COMPARTMENTS HAVING A MIXTURE OF QUICK RESPONSE AND STANDARD RESPONSE SPRINKLERS, REPLACE THE REMAINING SPRINKLERS IN SUCH COMPARTMENTS WITH QUICK RESPONSE SPRINKLERS. AUTOMATIC SPRINKLERS TO BE ADDED, RELOCATED OR DELETED IN CONJUNCTION WITH NEW WALL AND CEILING LAYOUTS AS NEEDED FOR CODE COMPLIANCE.
A. PIPING SHALL BE SCHEDULE 40 BLACK STEEL ACCORDING TO ASTM A53 WITH 125 PSI CAST IRON FITTINGS ACCORDING TO ASTM A126 OR WELDED ACCORDING TO ASTM A234 CAPABLE OF WITHSTANDING A WORKING PRESSURE OF 175 PSI. HANGERS SHALL BE FURNISHED AND INSTALLED IN FULL ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13 AND BE UL 203 LISTED. PIPING MAY BE SCHEDULE 10 IN ACCORDANCE WITH ASTMA135 WITH ROLL GROOVE FITTINGS, IF APPROVED BY THE AUTHORITY HAVING JURISDICTION. ALL GROOVED FITTINGS, COUPLINGS AND GROOVING TOOLS SHALL BE SUPPLIED BY ONE MANUFACTURER. THREADED PIPING SHALL BE SCHEDULE 40 PIPE.
C. SUBMIT SIX (6) SETS OF SHOP DRAWINGS, TO ARCHITECT FOR APPROVAL. THE SUBMITTAL SHALL INCLUDE EVIDENCE THAT THE SHOP DRAWINGS HAVE BEEN SENT TO OTHER REVIEW AUTHORITIES. APPROVALS FROM OTHER AUTHORITIES SHALL BE PROVIDED TO THE ARCHITECT. REVISIONS SHALL BE MADE FOR COMMENTS AND RESUBMITTED FOR APPROVAL. NO WORK IS TO BEGIN UNTIL APPROVALS HAVE BEEN GIVEN IN WRITING.
A. TOTAL INSTALLATION SHALL BE MADE IN ACCORDANCE WITH THE REQUIREMENTS OF THE OFFICE OF THE STATE FIRE MARSHAL, LOCAL AUTHORITIES HAVING JURISDICTION AND THE OWNER'S INSURANCE UNDERWRITER WHERE APPLICABLE.
DO NOT PROVIDE SPRINKLERS USING O-RING TECHNOLOGY IN THEIR MANUFACTURE.
ADJUST AND CLEAN UP:
INSTALLING:
A. INSTALL INSIDE PIPING ACCORDING TO NFPA AND ACCEPTED CONSTRUCTION PRACTICES. SUPPORT PIPING FROM STRUCTURAL MEMBERS AND BAR JOIST USING APPROVED TYPE HANGERS. INSTALL PIPING TO GIVE MAXIMUM HEADROOM IN THE AREAS OF EXPOSED PIPING AND PROVIDE LOW POINTS WITH ADEQUATE DRAINS IN ACCORDANCE WITH NFPA 13 STANDARDS.
F. DO NOT MIX QUICK RESPONSE SPRINKLERS AND STANDARD RESPONSE SPRINKLERS WITHIN THE SAME COMPARTMENT. 2.3
B. CONTRACTOR SHALL INCLUDE LICENSE, PERMIT OR CERTIFICATION NUMBER ON THE SHOP DRAWINGS.
QUALITY ASSURANCE:
D. PROVIDE CONCEALED SPRINKLERS WITH WHITE (NON-DOMED) COVER PLATES IN AREAS WITH GYP. BOARD CEILINGS. SPRINKLERS AND COVER PLATES TO MATCH EXISTING.
3.3
A. MAKE NECESSARY ADJUSTMENTS OF COMPLETED INSTALLATION AS REQUIRED FOR PROPER FUNCTIONING OF SYSTEM.
PROVIDE UPRIGHT SPRINKLERS IN AREAS WITH NO CEILINGS. 3.1
D. SPRINKLERS ABOVE DUMPSTER SHALL BE DESIGNED TO PROVIDE NFPA 13 EXTRA HAZARD GROUP 2 DENSITY (.40 GPM/SQ.FT) OVER ENTIRE AREA COVERED BY AUX. ANTIFREEZE SYSTEM.
B. THE WORK OF THIS SECTION IS SUBJECT TO THE REQUIREMENTS OF THE MECHANICAL SPECIFICATIONS. 1.2
A. FINAL INSTALLATION SHALL BE TESTED AND WITNESSED BY THE OWNER'S REPRESENTATIVE BEFORE BEING PLACED IN SERVICE.
PART 3 EXECUTION C.
FIELD TEST AND REQUIREMENTS:
E. PROVIDE AIR GAP AND DRAIN PIPING FOR RPZ BACKFLOW PREVENTER TO DISCHARGE AT EXTERIOR LOCATION OR WHERE SHOWN ON DRAWINGS.
G. PROVIDE FACTORY PRE-MIXED 38% PROPLYNE GLYCOL-WATER SOLUTION SPECIFICALLY DESIGNED FOR USE IN AUTOMATIC SPRINKLER SYSTEM PIPING CONNECTED TO POTABLE WATER SUPPLY.
B. PROVIDE CHROME QUICK RESPONSE PENDENT SPRINKLERS WITH ONE PIECE ESCUTCHEONS IN AREAS WITH LAY-IN CEILINGS. SPRINKLERS AND ESCUTCHEONS TO MATCH EXISTING.
C. HOUSEKEEPING SUPPLY, TRASH ROOMS, UTILITY ROOMS AND STORAGE ROOMS: NFPA 13, ORDINARY HAZARD, GROUP 2.
3. PROVIDE SPRINKLER HEADS IN ALL AREAS TO INSURE REQUIRED COVERAGE PER NFPA 13. RELOCATE SPRINKLERS ON BOTH SIDES OF WALLS ADDED, REMOVED OR RELOCATED AS PART OF THE CONTRACT WORK AS REQUIRED FOR PROPER COVERAGE IN ACCORDANCE WITH NFPA 13. PIPING LAYOUTS AS REQUIRED TO MEET NFPA 13 STANDARDS.
A. SPRINKLER HEADS SHALL BE QUICK RESPONSE, COMMERCIAL TYPE, U.L. LISTED BY VICTAULIC, TYCO, VIKING, RELIABLE, GLOBE OR APPROVED EQUAL.
B. MECHANICAL EQUIPMENT ROOMS, TRANSFORMER ROOMS, ELECTRICAL, KITCHEN SERVICE AREAS, SWITCHGEAR ROOMS AND ELECTRIC CLOSETS: NFPA 13, ORDINARY HAZARD, GROUP 1.
2. WHERE CHANGES TO WALLS, SOFFITS OR CEILINGS WITHIN THE CONTRACT LIMITS AFFECTS SPRINKLER COVERAGE OUTSIDE CONTRACT LIMITS, THE AREAS OUTSIDE CONTRACT LIMITS SHALL BE INCLUDED IN THE SCOPE OF THE CONTRACT AND SPRINKLERS ADJUSTED AS NEEDED FOR CODE COMPLIANCE.
4.
OCCUPANCY/HAZARD SPRINKLER SYSTEM DESIGN CRITERIA:
3.2
COORDINATING:
A. PROVIDE AUXILLARY ANTIFREEZE SYSTEM TO SUPPLY SPRINKLER SYSTEM PIPING WHERE SHOWN ON THE DRAWINGS.
E. FURNISH SPRINKLER CABINET WITH REQUIRED NUMBER OF ASSORTED HEADS PLUS ONE SPRINKLER WRENCH TO OWNER.
B. PROVIDE LISTED REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTER WITH EXPANSION CHAMBER TO ISOLATE FROM SUPPLY SYSTEM.
F. PROVIDE IDENTIFICATION SIGNS FOR ALARM VALVE, TEST AND DRAIN VALVES, ETC. AS REQUIRED BY NFPA 13.
C. PROVIDE 1-1/4" DRAIN VALVE WITH DRAIN PLUG FOR REMOVAL OF ANTIFREEZE SOLUTION AS SHOWN ON THE DRAWINGS.
G.
D.
PROVIDE TEST AND DRAIN ASSEMBLIES AS REQUIRED BY NFPA 13.
PROVIDE FILL CUP AT HIGHEST POINT OF ANTIFREEZE PIPING.
A. COORDINATE DESIGN AND INSTALLATION WITH OTHER TRADES FOR TIMELY INSTALLATION AND TO AVOID DELAYS AND INTERFERENCE. B. CONTRACTOR SHALL MAKE OFFSETS IN PIPING TO ACCOMMODATE THE WORK OF OTHER TRADES WITHOUT ADDITIONAL COST TO THE OWNER.
STRUCTURE
STRUCTURE
1
T.7
SPRINKLER BRANCH LINE
U.3
SPRINKLER. SEE SPECIFICATIONS.
REDUCER
TO ANTIFREEZE SYSTEM SPRINKLERS OVER DUMPSTER AREA. PROVIDE FOUR SPRINKLERS LOCATED DIRECTLY ABOVE DUMPSTER LOCATION. SPACING SHALL BE 6FT. MINIMUM/ 8FT MAXIMUM ON CENTER. (36 TO 48 SQ FT SPACING)
CEILING
REDUCER
SPRINKLER BRANCH LINE
ESCUTCHEON PLATE
2
SPRINKLER
2
PROVIDE SPRINKLER PROTECTION ABOVE AND BELOW COMBUSTIBLE WOOD CEILING IN THE FITNESS AREA. SPRINKLERS PROTECTING FLOOR AREA BELOW WOOD CEILING TO BE EXTENDED COVERAGE CONCEALED TYPE WITH COVER PLATES FACTORY PAINTED BLACK. SPRINKLERS ABOVE WOOD CEILING SHALL BE BRASS UPRIGHT TYPE ON EXPOSED PIPING. REFER TO ARCHITECTURAL CEILING PLANS FOR DETAILS REGARDING ARRANGEMENT OF WOOD CEILING.
FITNESS F100
RPZ BACKFLOW PREVENTER W/ ISOLATION CONTROL VALVES AND TAMPER SWITCHES (ABOVE CEILING). PIPE AIR GAP DRAIN TO DISCHARGE OUTSIDE.
Room F103
1 FP201
QUICK RESPONSE RECESSED SPRINKLER
2 FP101
NO SCALE
QUICK RESPONSE UPRIGHT SPRINKLER NO SCALE
3
3.7 CORRIDOR F104
FROM SYSTEM
FIRESTOP NOTES:
STRUCTURE
4 SPRINKLER BRANCH LINE
LOCKER(M) F101
LOCKER(W) F102
A. FLOORS B. ROOFS C. WALLS AND PARTITIONS D. SMOKE/FIRE BARRIERS E. CONSTRUCTION ENCLOSING COMPARTMENTALIZED AREAS
REDUCER
RECESSED ESCUTCHEON
SPRINKLER. SEE SPECIFICATIONS.
CEILING
5
1. PROVIDE THROUGH-PENETRATION FIRESTOP SYSTEMS FOR PIPING AND CONDUIT PENETRATIONS THROUGH THE FOLLOWING FIRE-RESISTANCE-RATED ASSEMBLIES:
COVER PLATE
2. FIRESTOP SYSTEMS PROVIDED SHALL RESIST SPREAD OF FIRE, RESIST PASSAGE OF SMOKE AND OTHER GASES. PROVIDE U.L. CLASSIFIED THROUGH-PENETRATION FIRESTOP SYSTEM FOR EACH PENETRATION IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES.
OPERATING POSITION
6 1
3 FP201
4"ø
QUICK RESPONSE CONCEALED SPRINKLER
SPRINKLER NOTES:
NO SCALE
1. REWORK EXISTING WET SPRINKLER SYSTEM PIPING INSIDE THE SCOPE OF WORK IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), NFPA 13, STATE/LOCAL REQUIREMENTS AND SPECIFICATION SECTION 15325 REQUIREMENTS. 2. PROVIDE UPRIGHT SPRINKLERS IN UNFINISHED AREAS WITHOUT CEILINGS AND CHROME PENDENT TYPE SPRINKLERS WITH CHROME ESCUTCHEONS IN ALL AREAS WITH LAY-IN CEILINGS. PROVIDE WHITE CONCEALED TYPE SPRINKLERS IN ALL AREAS WITH GYB. CEILINGS. ALL NEW SPRINKLERS SHALL BE QUICK RESPONSE TYPE. ALL SPRINKLERS SHALL BE CENTERED BOTH WAYS WITHIN CEILING TILES.
ROOF DECK
4" FIRE UP
LOCATE ANTIFREEZE SOLUTION FILL CUP AT HIGHEST POINT IN SYSTEM
7 8
RPZ BACKFLOW PREVENTER WITH TAMPER SWITCHES PROVIDED FOR BOTH VALVES WIRING BY ELECTRICAL CONTRACTOR
ANTIFREEZE PIPING TO SPRINKLERS AT DUMPSTER AREA
EXPANSION TANK
4. FURNISH NEW PIPE/FITTINGS AS NEEDED FOR COMPLETE SYSTEM COVERAGE IN ALL TENANT AREAS. EXISTING PIPE/FITTINGS/HANGERS MAY BE REUSED. 5. CONTRACTOR SHALL MAKE ARRANGEMENTS AND ADD TEMPORARY VALVES AS NEEDED TO MINIMIZE THE TIME SPRINKLERS OUTSIDE THE RENOVATION AREAS ARE SHUT DOWN.
FROM WET SYSTEM ROUTE DRAIN PIPING TO DISCHARGE OUTSIDE
CONNECT TO EXISTING 4" FIRE LINE EXTEND TO SUPPY NEW RENOVATION AREA.
3. PROVIDE ANTIFREEZE SYSTEM IN ACCORDANCE WITH NFPA 13 REQUIREMENTS IN AREA SHOWN ON DRAWINGS.
CEILING
6. DO NOT INSTALL PIPING DIRECTLY OVER PANELS OR TRANSFORMERS IN ELECTRICAL OR SWITCHGEAR ROOMS. DRAIN VALVE
7. ALL MATERIALS, WORKMANSHIP AND TESTING SHALL MEET THE REQUIREMENTS OF APPLICABLE STATE/LOCAL CODES AND NFPA 13. 8. WHERE CHANGES TO WALLS, SOFFITS OR CEILINGS WITHIN THE AREA OF WORK AFFECTS SPRINKLER COVERAGE OUTSIDE THE AREA OF WORK, THESE AREAS SHALL BE INCLUDED IN THE SCOPE OF THE CONTRACT AND SPRINKLERS ADJUSTED AS NEEDED FOR COMPLETE CODE COMPLIANCE.
4"
9. CONTRACTOR SHALL VISIT THE SITE AND REVIEW EXISTING CONDITIONS BEFORE PRICING THE WORK.
9
10. CONTRACTOR SHALL INCLUDE ALTERING AND/OR RAISING EXISTING SPRINKLER PIPING AS NEEDED TO ACCOMMODATE NEW CEILINGS AND THE WORK OF OTHER TRADES AT NO ADDITIONAL COST TO THE OWNER. 11. DO NOT MIX QUICK RESPONSE WITH STANDARD RESPONSE SPRINKLER HEADS WITHIN THE SAME COMPARTMENT.
4
N
P
Q
R
S
S.3
T
U
FP201
DUMPSTER AREA ANTIFREEZE SYSTEM W/ RPZ BACKFLOW PREVENTER AND EXPANSION TANK NO SCALE
12. CONTRACTOR SHALL REPLACE ALL STANDARD RESPONSE SPRINKLERS WITHIN THE SMOKE COMPARTMENT WITH NEW QUICK RESPONSE SPRINKLERS. SPRINKLER TYPE, STYLE, ORIFICE SIZE, FINISH AND COVERAGE SHALL OTHERWISE MATCH EXISTING.
ASI #5
5/17/2013
ASI #10
9/01/2013
1
2
3
4
5
6
7
8
820 BUILDING RENOVATION PHASE 1B F
B.L. Harbert International 820 Shades Creek Parkway Birmingham, Alabama 35209 GA PROJECT # 1760-RENOV1B GIATTINA AYCOCK ARCHITECTURE STUDIO INC. 1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
E
STAMP:
6
6
6
D STAMP
MEN 304
MEN 204
WOMEN 305
C
WOMEN 205
MEN TLT 106
7
NOTES & LEGEND
WOMEN TLT 107
7 F
G
H
7
J
8
F
LEVEL 03 - TOILETS - DEMO FIRE PROTECTION 3 1/4" = 1'-0"
B
G
TRUE NORTH
H
J
8
LEVEL 02 - TOILETS - DEMO FIRE PROTECTION 2 1/4" = 1'-0"
F
RESTROOM LEVEL-03 DEMO
RESTROOM LEVEL-02 DEMO
FIRE PROTECTION
FIRE PROTECTION
0
1
2
SCALE:
3
4
1/4" = 1'-0"
8
TRUE NORTH
0
1
2
SCALE:
3
4
1/4" = 1'-0"
G
H
J
RESTROOM LEVEL-01 DEMO FIRE PROTECTION
8
LEVEL 01 - TOILETS - DEMO FIRE PROTECTION 1 1/4" = 1'-0"
TRUE NORTH
0
1
2
SCALE:
3
4
8
1/4" = 1'-0"
GRAPHIC SCALES:
DEMOLITION NOTES: 1. ALL EXISTING FIRE PROTECTION SYSTEM PIPING AND SPRINKLERS SHALL REMAIN IN PLACE AND IN-SERVICE DURING THE DEMOLITION OF THE WORK OF OTHER TRADES - CEILINGS, LIGHT FIXTURES, HVAC EQUIPMENT, ETC.
A
CURRENT DRAWING SET:
CONSTRUCTION DOCUMENTS DESCRIPTION
2. WHERE EXISTING FIRE PROTECTION PIPING OBSTRUCTS THE DEMOLITION/REMOVAL OF THE WORK OF OTHER TRADES, CONTRACTOR SHALL TEMPORARILY REMOVE/RELOCATE PIPING AS NEEDED TO FACILITATE THE DEMOLITION.
11/26/2012
3. FIRE PROTECTION PIPING SHALL BE RETURNED TO SERVICE AS SOON AS DEMOLITION WORK IS COMPLETED IN AREAS THAT REQUIRE FIRE PROTECTION PIPING REMOVAL/RELOCATION. ALL FIRE PROTECTION PIPING SHALL BE RETURNED TO SERVICE AT THE END OF THE WORK DAY AND SHALL NOT BE SHUT OFF AFTER HOURS.
SHEET:
4. CONTRACTOR SHALL USE EXTREME CARE TO AVOID MECHANICAL INJURY TO EXISTING SPRINKLERS THAT COULD CAUSE A FALSE DISCHARGE CONDITION.
C:\Autodesk\Revit\012-01801-00-MEP MODEL_14570.rvt
ISSUE DATE
DEMO WORK PLANS RESTROOMS
FP-T101 11/20/2012 4:34:28 PM
1
2
3
4
5
6
7
8
820 BUILDING RENOVATION PHASE 1B F
B.L. Harbert International
STRUCTURE
820 Shades Creek Parkway Birmingham, Alabama 35209
SPRINKLER BRANCH LINE
GA PROJECT # 1760-RENOV1B
REDUCER
RECESSED ESCUTCHEON
GIATTINA AYCOCK ARCHITECTURE STUDIO INC.
SPRINKLER. SEE SPECIFICATIONS.
CEILING
COVER PLATE
1 FP-T201
1827 FIRST AVENUE NORTH, SUITE 100 BIRMINGHAM, AL 35203 PO BOX 55488 AL 35255 P: 205.933.9060 FAX: 205.939.1096 GASTUDIO.COM
OPERATING POSITION
QUICK RESPONSE CONCEALED SPRINKLER NO SCALE
E
6
6
6
STAMP:
WOMEN TLT 107
MEN TLT 106
WOMEN 305
D
STAMP
MEN 304
NOTES & LEGEND
7
7 F
8
C
2
G
LEVEL 02 - TOILETS - FIRE PROTECTION 1/4" = 1'-0"
H
7
J
RESTROOM LEVEL-02 NEW
F
G
H
FIRE PROTECTION F
3
G
LEVEL 03 - TOILETS - FIRE PROTECTION 1/4" = 1'-0"
H
J
TRUE NORTH
0
1
2
SCALE:
3
4
8
1
LEVEL 01- TOILETS - FIRE PROTECTION RESTROOM 1/4" = 1'-0"
FIRE PROTECTION
1/4" = 1'-0" TRUE NORTH
RESTROOM LEVEL-03 NEW
TRUE NORTH
1
2
SCALE:
3
4
1
0
FIRE PROTECTION 0
2
SCALE:
3
4
8
1/4" = 1'-0"
8
1/4" = 1'-0"
FIRESTOP NOTES:
B
LEVEL-02 NEW
1. PROVIDE THROUGH-PENETRATION FIRESTOP SYSTEMS FOR PIPING AND CONDUIT PENETRATIONS THROUGH THE FOLLOWING FIRE-RESISTANCE-RATED ASSEMBLIES: A. FLOORS B. ROOFS C. WALLS AND PARTITIONS D. SMOKE/FIRE BARRIERS E. CONSTRUCTION ENCLOSING COMPARTMENTALIZED AREAS 2. FIRESTOP SYSTEMS PROVIDED SHALL RESIST SPREAD OF FIRE, RESIST PASSAGE OF SMOKE AND OTHER GASES. PROVIDE U.L. CLASSIFIED THROUGH-PENETRATION FIRESTOP SYSTEM FOR EACH PENETRATION IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES.
SPRINKLER NOTES: 1. REWORK EXISTING WET SPRINKLER SYSTEM PIPING INSIDE THE SCOPE OF WORK IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), NFPA 13, STATE/LOCAL REQUIREMENTS AND SPECIFICATION SECTION 15325 REQUIREMENTS. 2. PROVIDE CONCEALED SPRINKLERS WITH WHITE (NON-DOMED) COVER PLATES IN ALL IN ALL AREAS WITH CEILINGS. ALL NEW SPRINKLERS TO BE QUICK RESPONSE TYPE. DO NOT MIX AND MATCH STANDARD REPSONSE AND QUICK REPSONSE SPRINKLERS WITHINTHE SAME COMPARTMENT.
GRAPHIC SCALES:
3. FURNISH NEW PIPE/FITTINGS AS NEEDED FOR COMPLETE SYSTEM COVERAGE IN ALL TENANT AREAS. EXISTING PIPE/FITTINGS/HANGERS MAY BE REUSED. 4. CONTRACTOR SHALL MAKE ARRANGEMENTS AND ADD TEMPORARY VALVES AS NEEDED TO MINIMIZE THE TIME SPRINKLERS OUTSIDE THE RENOVATION AREAS ARE SHUT DOWN. 5. DO NOT INSTALL PIPING DIRECTLY OVER PANELS OR TRANSFORMERS IN ELECTRICAL OR SWITCHGEAR ROOMS. 6. ALL MATERIALS, WORKMANSHIP AND TESTING SHALL MEET THE REQUIREMENTS OF APPLICABLE STATE/LOCAL CODES AND NFPA 13.
CURRENT DRAWING SET:
7. WHERE CHANGES TO WALLS, SOFFITS OR CEILINGS WITHIN THE AREA OF WORK AFFECTS SPRINKLER COVERAGE OUTSIDE THE AREA OF WORK, THESE AREAS SHALL BE INCLUDED IN THE SCOPE OF THE CONTRACT AND SPRINKLERS ADJUSTED AS NEEDED FOR COMPLETE CODE COMPLIANCE.
CONSTRUCTION DOCUMENTS
8. CONTRACTOR SHALL VISIT THE SITE AND REVIEW EXISTING CONDITIONS BEFORE PRICING THE WORK.
A
9. CONTRACTOR SHALL INCLUDE ALTERING AND/OR RAISING EXISTING SPRINKLER PIPING AS NEEDED TO ACCOMMODATE NEW CEILINGS AND THE WORK OF OTHER TRADES AT NO ADDITIONAL COST TO THE OWNER.
DESCRIPTION
11/26/2012 ISSUE DATE SHEET:
10. CONTRACTOR SHALL REPLACE ALL STANDARD RESPONSE SPRINKLERS WITHIN THE SMOKE COMPARTMENT WITH NEW QUICK RESPONSE SPRINKLERS. SPRINKLER TYPE, STYLE, ORIFICE SIZE, FINISH AND COVERAGE SHALL OTHERWISE MATCH EXISTING.
NEW WORK PLANS RESTROOMS
FP-T201 C:\Autodesk\Revit\012-01801-00-MEP MODEL_14570.rvt
11/20/2012 4:34:31 PM