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G101
PROJECT DATA
1919
DJD
DBH
1/17/20
130
0 W
36
TH
AV
EN
UE
BU
ILD
ING
IMP
RO
VE
ME
NT
S
AN
CH
OR
AG
E,
AL
AS
KA
CO
OK
IN
LE
T H
OU
SIN
G A
UT
HO
RIT
Y
65
% D
ES
IGN
DO
CU
ME
NT
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1300 W 36TH AVENUE BUILDING IMPROVEMENTS
880 N STREET, SUITE 302 T. 907.929.9334
ANCHORAGE, ALASKA 99501 F. 907.929.9335
BURKHART CROFT ARCHITECTS, LLC
ARCHITECT
3510 SPENARD ROAD, SUITE 100 T. 907.793.3000
ANCHORAGE, ALASKA 99503
COOK INLET HOUSING AUTHORITY
OWNER
ANCHORAGE, ALASKA
COOK INLET HOUSING AUTHORITY
VICINITY MAP
36th AVENUE
SP
EN
AR
D R
OA
D
PROJECT LOCATION
INDEX TO DRAWINGS
05-MECHANICAL
M101 LEGENDS AND SCHEDULES
M102 SPECIFICATIONS
M201 BASEMENT PLUMBING PLAN - DEMOLITION
M202 FIRST FLOOR PLUMBING PLAN - DEMOLITION
M301 BASEMENT HVAC PLAN - DEMOLITION
M302 FIRST FLOOR HVAC PLAN - DEMOLITION
M401 BASEMENT PLUMBING PLAN - RENOVATION
M402 FIRST FLOOR PLUMBING PLAN - RENOVATION
M501 BASEMENT HVAC PLAN - RENOVATION
M502 FIRST FLOOR HVAC PLAN - RENOVATION
M503 ROOF PLAN - RENOVATION
M601 DETAILS & SCHEMATICS
06 ELECTRICAL
E001 LEGEND
E101 DEMOLITION PLAN - BASEMENT
E102 DEMOLITION PLAN - LEVEL 1
E201 LIGHTING PLAN - BASEMENT
E202 LIGHTING PLAN - LEVEL 1
E301 POWER AND SIGNAL PLAN - BASEMENT
E302 POWER AND SIGNAL PLAN - LEVEL 1
E401 ONE-LINE DIAGRAMS, DETAILS, AND SCHEDULES
INDEX TO DRAWINGS
01-GENERAL
G101 PROJECT DATA
G102 CODE ANALYSIS
G103 PHOTOS
03-ARCHITECTURAL
A101 BASEMENT PLAN - DEMOLITION
A102 FIRST FLOOR PLAN - DEMOLITION
A103 BASEMENT REFLECTED CEILING PLAN - DEMOLITION
A104 FIRST FLOOR REFLECTED CEILING PLAN - DEMOLITION
A105 ROOF PLAN - DEMOLITION
A201 BASEMENT PLAN - RENOVATION
A202 FIRST FLOOR PLAN - RENOVATION
A203 BASEMENT REFLECTED CEILING PLAN - RENOVATION
A206 ROOF PLAN - RENOVATION
A511 INTERIOR ELEVATIONS - ENLARGED PLANS
A602 EXTERIOR DETAILS
A611 INTERIOR STAIR DETAILS
A802 ROOM FINISH SCHEDULE AND FINISH MATERIAL LEGEND
A803 FIRST FLOOR FINISH PLAN
04-STRUCTURAL
S100 DESIGN CRITERIA
S110 SPECIAL INSPECTIONS
S200 FOUNDATION AND PILE PLAN
S210 FLOOR AND ROOF FRAMING PLANS
S400 STRUCTURAL SECTIONS
GENERAL
ARCHITECTURAL
STRUCTURAL
MECHANICAL
ELECTRICAL
1506 W 36TH AVE T. 907.561.1011
ANCHORAGE, ALASKA 99503
PND ENGINEERS, INC.
STRUCTURAL ENGINEER
721 DEPOT DRIVE T. 907.522.1042
ANCHORAGE, ALASKA 99501
JERNSTROM ENGINEERING
MECHANICAL ENGINEER
6927 OLD SEWARD HWY, SUITE 200 T. 907.349.9712
ANCHORAGE, ALASKA 99518
ELECTRICAL ENGINEER
T. 907.349.9713
EIC ENGINEERS, INC.
UP
UP
UP
UP
UP
UP
UP
UP
UP
2
1
BA
966 SF
KITCHEN
101
WALK-IN
COOLER
102
54 SF
MECH
103
TOILET
104
366 SF
PREP
AREA
106
187 SF
STORAGE
107
300 SF PER OCC=1
1
4
1+4+1+5 = 11
100 SF PER OCC=4
1
300 SF PER OCC=1
200 SF PER OCC=5
11
EXIT AT GRADE
0' - 0"
TYP. @ BASEMENT
A.2 A.5
2
1
BA
183 SF
PREP
204
PUBLIC
SALES
201
40 SF
TOILET
202
100 SF
PREP
205
163 SF
STORAGE
206
275 SF
STORAGE
208
347 SF
WORK
AREA
209
NEW ENTRY LANDING
NEW ADA ACCESSIBLE RAMP
TY
P
4' -
0"
22+4+1+2+1+1 = 31
337 SF15 SF PER OCC=22
100 SF PER OCC=4
300 SF PER OCC=1
300 SF PER OCC=1
100 SF PER OCC=1
1+1 = 2
100 SF PER OCC=2
31
DIS
PLA
Y C
AS
ES
PO
S
238 sf
61' - 0"
32
' - 6
"
A.2 A.5A'
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G102
CODE ANALYSIS
1919
DJD
1/17/20
130
0 W
36
TH
AV
EN
UE
BU
ILD
ING
IMP
RO
VE
ME
NT
S
AN
CH
OR
AG
E,
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AS
KA
CO
OK
IN
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HO
RIT
Y
65
% D
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IGN
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CU
ME
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2012 INTERNATIONAL BUILDING CODE SUMMARY
CONSTRUCTION TYPE:
OCCUPANCY:
TABLE 503:
HEIGHT LIMITATION:
SECTION 506.1:
SECTION 506.2:
ACTUAL AREA:
V-B (WITHOUT AUTOMATIC SPRINKLER SYSTEM PROTECTION)TWO STORY CONFIGURATION
GROUP B (BUSINESS) PUBLIC SALES AREA IS AN ASSEMBLY USE. PER 303.1.1 & 303.1.2 ALLOWS FOR CLASSIFICATION AS A BUSINESS DUE TO OCCUPANT LOAD OF LESS THAN 50 PERSONS AND AREA LESS THAN 750 SF.
TYPE V-B / GROUP B: BASIC ALLOWABLE AREA = 9,000 SF
2-STORIES OR 40 FEET (BUILDING IS 2-STORIES AND 18-FEET)
TABULAR AREA PER FLOOR:
ALLOWABLE AREA CALCULATIONS & ANY FRONTAGE INCREASE IGNORED DUE TO BUILDING SIZE, SEE BELOW
TOTAL FLOOR AREA = 9,000 SF (PER STORY)
ACTUAL FLOOR AREAFIRST FLOOR: 1,983 SFSECOND FLOOR: 1,983 SFTOTAL: 3,966 SF
LARGEST SINGLE STORY: 1,983 SF < 9,000 SF PERMITTED (BASIC AREA)
FIRE-RESISTANCE RATING:NO FIRE-RESISTANCE REQUIRED IN TYPE VB FOR STRUCTURAL FRAME, BEARING WALLS, FLOOR OR ROOF CONSTRUCTION.
EXTERIOR OPENINGS:ALL EXTERIOR WALLS HAVE > 30 FEET FIRE SEPARATION DISTANCE. AMOUNT OF UNPROTECTED OPENINGS IS UNLIMITED.
MAXIMUM TRAVEL DISTANCE: 200 FEET
CORRIDOR DEAD ENDS: CORRIDORS IN NON-SPRINKLED GROUP B OCCUPANCIES MAY HAVE DEAD END CORRIDORS NOT EXCEEDING 20 FEET.
SAFETY GLAZING REQ'D AT ALL LOCATIONS SUBJECT TO HUMAN IMPACT.Scale: 3/16" = 1'-0"
1BASEMENT EXITING PLAN
Scale: 3/16" = 1'-0"2
FIRST FLOOR EXITING PLAN
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G103
PHOTOS
1919
DJD
1/17/20
130
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36
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Y
65
% D
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UP
UP
UP
DEMOLITION LEGENDTO BE DEMOLISHED
2
61' - 0"
1
BA
4' - 0 1/2"7' - 6 1/2"
36' - 2"12' - 7"11' - 4"
15' - 1" 10' - 7 1/2"
16' -
11 1
/2"
7' -
8 1
/2"
23' - 9 1/2"
32
' - 6
"
KITCHEN
101
WALK-IN
COOLER
102
MECH
103
TOILET
104
STORAGE
107
14' - 3 1/2"
C
7' - 2"
21
' - 1
1/2
"
5' -
4"
0' - 0"
TYP. @ BASEMENT
4' -
6"
STORAGE
106
JANITOR
105
D4
D22
D5
D6 D6
D6
D5
D7
D6
D6
A.2 A.5
D16
D16
D16
D16
D16D17D17
D17
D21
D23
D23
D13
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A101
BASEMENT PLAN -DEMOLITION
1919
JBC
DBH
1/17/20
130
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36
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AV
EN
UE
BU
ILD
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IMP
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Scale: 1/4" = 1'-0"1
BASEMENT PLAN - DEMOLITION
DEMOLITION KEY NOTESD4 DEMOLISH (E) STAIRS AND HANDRAILS - COMPLETE
D5 DEMOLISH (E) PARTITION WALLS
D6 DEMOLISH (E) DOOR AND FRAME, COMPLETE
D7 DEMOLISH (E) SHED AND FOUNDATION - COMPLETE
D13 DEMOLISH (E) BASE CABINET - COMPLETE
D16 DEMOLISH (E) FLOORING AND WALL BASE
D17 DEMOLISH (E) PLUMBING FIXTURES - SEE MECHANICAL
D21 (E) CABINETRY TO REMAIN
D22 DEMOLISH (E) STAIRS ,HANDRAILS, AND FOUNDATION -COMPLETE
D23 DEMOLISH (E) AS REQUIRED FOR NEW PLUMBING - SEEMECHANICAL
UP
UP
UP
UP
UP
UP
2
1
BA
PUBLIC
SALES
201
TOILET
202
PREP
205
61' - 0"
32
' - 6
"
12
' - 8
1/2
"7
' - 0
"1
2' -
9 1
/2"
15' - 9"9' - 10 1/2"5' - 11"29' - 6"
C
7' - 2"
21
' - 2
1/2
"
15 SF PER OCC=36
STORAGE
206
STORAGE
208
WORK
AREA
209
6' -
0"
8' - 2"
8' - 11" 11' - 10"
UP
8' - 11"
UP
TOILET
203
HALL
204
D8
D8
D5
D6
D5
D5
D27
D27
D5
D5
D5
D5
D6
D6
D6
D6
D6
D5
D5
D5
D9
D12
D22
D12
D13
A.2 A.5
D22
D7
D4
D15
D16 D16
D16
D17
D17 D17
D17
D17
D18
D18
D19
D5
D13
D16 D16
D16
D16
D16
D16
D16
D25
D26
D16
UP
DEMOLITION LEGENDTO BE DEMOLISHED
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DATE:
A102
FIRST FLOOR PLAN -DEMOLITION
1919
DJD
DBH
1/17/20
130
0 W
36
TH
AV
EN
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BU
ILD
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IMP
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ME
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[1/A301] Scale: 1/4" = 1'-0"1
FIRST FLOOR PLAN - DEMOLITION
DEMOLITION KEY NOTESD4 DEMOLISH (E) STAIRS AND HANDRAILS - COMPLETE
D5 DEMOLISH (E) PARTITION WALLS
D6 DEMOLISH (E) DOOR AND FRAME, COMPLETE
D7 DEMOLISH (E) SHED AND FOUNDATION - COMPLETE
D8 DEMOLISH (E) WINDOW - COMPLETE
D9 DEMOLISH (E) EXTERIOR WALL FOR NEW WINDOW - SEESTRUCTURAL
D12 DEMOLISH (E) DECK AND FOUNDATION - COMPLETE
D13 DEMOLISH (E) BASE CABINET - COMPLETE
D15 DEMOLISH (E) HANDRAIL AND GUARDRAIL
D16 DEMOLISH (E) FLOORING AND WALL BASE
D17 DEMOLISH (E) PLUMBING FIXTURES - SEE MECHANICAL
D18 DEMOLISH (E)DUCTWORK - COMPLETE - SEE MECHANICAL
D19 DEMOLISH (E) ROOF CANOPY ABOVE ENTRY DOOR
D22 DEMOLISH (E) STAIRS ,HANDRAILS, AND FOUNDATION -COMPLETE
D25 DEMOLISH (E) COLUMN
D26 DEMOLISH (E) STEP - COMPLETE
D27 DEMOLISH (E) PONY WALL - COMPLETE
2
1
BA C
7' - 7"AFF
7' - 2"AFF
7' - 2"AFF
7' - 0"AFF
11' - 1"AFF
7' - 0"AFF
7' - 0"AFF 7' - 0"AFF
D3
D3
D3
D1
D1
D1
D1
A.2 A.5
D14D14
D14
D14
D7
D3
D24
D3
D3
D3 D3
106 107
104
101
DEMOLITION LEGENDTO BE DEMOLISHED
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A103
BASEMENTREFLECTED CEILINGPLAN - DEMOLITION
1919
DJD
DBH
1/17/20
130
0 W
36
TH
AV
EN
UE
BU
ILD
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IMP
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Scale: 1/4" = 1'-0"1
BASEMENT REFLECTED CEILING PLAN - DEMOLITION
DEMOLITION KEY NOTESD1 DEMOLISH (E) CEILING GRID AND ACP - COMPLETE
D3 DEMOLISH (E) LIGHTING - SEE ELECTRICAL
D7 DEMOLISH (E) SHED AND FOUNDATION - COMPLETE
D14 (E) CEILING TO REMAIN
D24 DEMOLISH (E) SOFFIT - COMPLETE
2
1
BA
D3
D3
D3
D2
D1D1
D3
D3 D3
D3
D3D3
A.2 A.5
D20
208
206
204
205
202
209201
DEMOLITION LEGENDTO BE DEMOLISHED
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A104
FIRST FLOORREFLECTED CEILINGPLAN - DEMOLITION
1919
DJD
DBH
1/17/20
130
0 W
36
TH
AV
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UE
BU
ILD
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IMP
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Scale: 1/4" = 1'-0"1
FIRST FLOOR REFLECTED CEILING PLAN - DEMOLITION
DEMOLITION KEY NOTESD1 DEMOLISH (E) CEILING GRID AND ACP - COMPLETE
D2 REMOVE AND SALVAGE FOR REINSTALLATION (E) CEILINGTILES AND GRID AS REQUIRED TO INSTALL NEW MECHANICALAND ELECTRICAL
D3 DEMOLISH (E) LIGHTING - SEE ELECTRICAL
D20 DEMOLISH (E) CEILING TO ACCOMMODATE NEW ROOF HATCH -COORDINATE WITH STRUCTURAL
2
1
BA A.2 A.5
61' - 0"4' - 0" 4' - 0"
4' -
0"
32
' - 6
"4
' - 0
"
D18
D28
DEMOLITION LEGENDTO BE DEMOLISHED
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A105
ROOF PLAN -DEMOLITION
1919
DJD
DBH
1/17/20
130
0 W
36
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BU
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Scale: 1/4" = 1'-0"1
ROOF PLAN - DEMOLITION
DEMOLITION KEY NOTESD18 DEMOLISH (E)DUCTWORK - COMPLETE - SEE MECHANICAL
D28 DEMOLISH (E) ROOF HATCH
UP
UP
2
1
BA
61' - 0"
36' - 2"12' - 7"11' - 4"
15' - 0" 10' - 7 1/2"
16' -
11 1
/2"
7' -
8 1
/2"
23' - 10"
32
' - 6
"
KITCHEN
101
WALK-IN
COOLER
102
MECH
103
TOILET
104
PREP
AREA
106
STORAGE
107
14' - 3 1/2"
0' - 0"
TYP. @ BASEMENT
4' -
11 1
/2"
7' -
0"
3
A611
A511
6
A2
A15
A1
A1
ALIGN NEW PARTITION WITH EXISTING
A.2 A.5
ALIGN NEW PARTITION WITH EXISTING
A4
11' - 6 1/2"
104
A18
A19
A4
A4
A4
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A201
BASEMENT PLAN -RENOVATION
1919
DJD
DBH
1/17/20
130
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[3/A301] Scale: 1/4" = 1'-0"1
BASEMENT PLAN - RENOVATION
ARCHITECTURAL KEY NOTESA1 NEW PARTITION WALL TO BOTTOM OF (E) CEILING.
A2 CMU INFILL @ DOOR REMOVAL - MATCH ADJACENT CONSTRUCTION
A4 NEW FLOORING - SEE SCHEDULE
A15 INFILL DOOR OR WINDOW OPENING - MATCH ADJACENTCONSTRUCTION
A18 NEW WALL INFILL - MATCH ADJACENT CONSTRUCTION
A19 NEW TRIM AT OPENING - MATCH EXISTING ADJACENT
UP
UP
UP
UP
UP
UP
UP
2
1
BA
A301
1
A301 2
PREP
204
PUBLIC
SALES
201
TOILET
202
PREP
205
32
' - 6
"
15' - 9"9' - 10 1/2"
STORAGE
206
STORAGE
208
WORK
AREA
209
UP
9' - 11 1/2"
20
' - 5
1/2
"4
1/2
"
61' - 0"
22' - 0" 5' - 6 13/16"
12
' - 2
"
NEW ENTRY LANDING
NEW ENTRY STAIR
NEW ADA ACCESSIBLE RAMP
TY
P
4' -
0"
5' - 9 1/2"
7' -
0 1
/2"
4' -
10"
3
A611
DN
DIS
PLA
Y C
AS
EP
OS
A510 3
2
1
4
A511
1
A510
6
7
8
5
A1
A1A1
A.2 A.5A'
15' - 6" 15' - 0"
1
A3
209
A4
A4
A4
A4
A4
2A3
A301
3
5' -
1 1
/2"
3' -
11"
6' -
8 1
/2"
1
A610
TYP.
A5
4
A610
HALL
207
202
A2
4
A611
ALIGN NEW PARTITION
W/ EXISTING
ALIGN NEW PARTITION W/ EXISTING
4' -
11"
A510 9
1' -
7"
A15
A15
6' - 0"
A501
1
A1
3' - 6 1/2"
8' - 1"
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A202
FIRST FLOOR PLAN -RENOVATION
1919
DJD
DBH
1/17/20
130
0 W
36
TH
AV
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BU
ILD
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IMP
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ARCHITECTURAL KEY NOTESA1 NEW PARTITION WALL TO BOTTOM OF (E) CEILING.
A2 CMU INFILL @ DOOR REMOVAL - MATCH ADJACENTCONSTRUCTION
A3 NEW WINDOW - SEE SCHEDULE
A4 NEW FLOORING - SEE SCHEDULE
A5 NEW FLOORING INFILL - SEE FLOOR TYPE 1
A15 INFILL DOOR OR WINDOW OPENING - MATCH ADJACENTCONSTRUCTION
[1/A301] Scale: 1/4" = 1'-0"1
FIRST FLOOR PLAN - RENOVATION
2
1
BA A.2 A.5A'
7' - 2"AFF7' - 2"AFF
11' - 1"AFF
7' - 0"AFF
7' - 7"AFF
7' - 7"AFF
7' - 2"AFF
A14 A14A14
A12
A12
A12
A12
A14
A11
A11
A11
A11
A11
A11
106 107
104
101
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A203
BASEMENTREFLECTED CEILINGPLAN - RENOVATION
1919
DBH
DJD
1/17/20
130
0 W
36
TH
AV
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UE
BU
ILD
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IMP
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ARCHITECTURAL KEY NOTESA11 NEW LIGHTING - SEE ELECTRICAL
A12 NEW ACOUSTIC CEILING PANELS AND GRID - SEE FINISH SCHEDULE
A14 (E) CEILING TO REMAIN
2
1
BA
208
206
204
205
202
209
201
NEW ENTRY CANOPY
A.2 A.5A'
A10
A11
A11
A11
A11
A11
A11
A12
A2
A13
A13
A14
A14
A11
7' - 11 1/2"AFF
10' - 10"AFF
10' - 10"AFF
8' - 0"AFF 8' - 0"AFF
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DRAWING TITLE:
PROJECT:
CHECKED:
DRAWN:
DATE:
A204
FIRST FLOORREFLECTED CEILINGPLAN - RENOVATION
1919
DJD
DBH
1/17/20
130
0 W
36
TH
AV
EN
UE
BU
ILD
ING
IMP
RO
VE
ME
NT
S
AN
CH
OR
AG
E,
AL
AS
KA
CO
OK
IN
LE
T H
OU
SIN
G A
UT
HO
RIT
Y
65
% D
ES
IGN
DO
CU
ME
NT
S
[1/A301] Scale: 1/4" = 1'-0"1
FIRST FLOOR REFLECTED CEILING PLAN - RENOVATION
ARCHITECTURAL KEY NOTESA2 CMU INFILL @ DOOR REMOVAL - MATCH ADJACENT CONSTRUCTION
A10 NEW 30"X30" BILCO ROOF HATCH - SEE STRUCTURAL
A11 NEW LIGHTING - SEE ELECTRICAL
A12 NEW ACOUSTIC CEILING PANELS AND GRID - SEE FINISH SCHEDULE
A13 NEW GWB CEILING
A14 (E) CEILING TO REMAIN
2
1
BA A.2 A.5A'
61' - 0"
1 1
/8"
/ 1'-0
"
1 1
/8" / 1
'-0"
1/8" / 1'-0"
4' - 0" 4' - 0"
4' -
0"
32
' - 6
"4
' - 0
"
9' -
6"
21' -
10 1
/2"
43' - 0"
2' - 0" 8 1/2"
1/4
" / 1'-0"
1
A602
2
A602
11' - 10"
9' -
6"
A7
A8
A9
A8
CANALES CONTEMPORARY ROOF SCUPPER
A17 A17
17' - 7"
17' - 7" 17' - 10"
17' - 5"
17' - 5"
17' - 10"
17' - 11" 18' - 0"
A1016' - 7"
14
' - 0
"
A9
A23
10 '
- 0"
MIN
. F
RO
M E
DG
E O
F R
OO
F
3
A602
SHEET NO:
REVISIONS:
DRAWING TITLE:
PROJECT:
CHECKED:
DRAWN:
DATE:
A206
ROOF PLAN -RENOVATION
1919
DJD
DBH
1/17/20
130
0 W
36
TH
AV
EN
UE
BU
ILD
ING
IMP
RO
VE
ME
NT
S
AN
CH
OR
AG
E,
AL
AS
KA
CO
OK
IN
LE
T H
OU
SIN
G A
UT
HO
RIT
Y
65
% D
ES
IGN
DO
CU
ME
NT
S
[1/A301] Scale: 1/4" = 1'-0"1
ROOF PLAN - RENOVATION
TYP.
TYP.
ARCHITECTURAL KEY NOTESA7 NEW ROOF CANOPY - SEE STRUCTURAL
A8 NEW RTU - COORDINATE WITH STRUCTURAL AND MECHANICAL FORPLACEMENT
A9 PATCH AND REPAIR EXISTING ROOF AS REQUIRED
A10 NEW 30"X30" BILCO ROOF HATCH - SEE STRUCTURAL
A17 NEW MECHANICAL CURB WITH BUILT UP ROOF CURB
A23 NEW DISHWASHER CONDENSING HOOD PER MECHANICAL
2
FIRST FLOOR -MAIN
108' - 2"
T.O PLATE120' - 6"
1EXISTING PAINTED CMU
PAINTED HM ENTRY DOOR AS DESIRED FOR POP OF COLOR
NEW PAINTED STEEL ENTRY CANOPY WITH MEMBRANE ROOF
EXISTING CONCRETE STAIR WITH NEW RAILING
NEW ESTIMA CERAMIC EXTERIOR TILE - SEE SCHEDULE
NEW ENTRY LANDING AND GUARDRAIL WITH MESH INFILL
POWDER COATED METAL STANDOFF SIGNAGE
FIRST FLOOR -MAIN
108' - 2"
T.O PLATE120' - 6"
BAEXISTING PAINTED CMU
NEW ESTIMA CERAMIC EXTERIOR TILE -SEE SCHEDULE
NEW PAINTED STEEL ENTRY CANOPY WITH MEMBRANE ROOF
NEW ENTRY STAIR
NEW ADA ACCESSIBLE ENTRY RAMP
NEW ENTRY LANDING AND GUARDRAIL
A.2 A.5A'
PAINT ELECTRICAL AND CONCRETE BASE TO MATCH ADJACENT TILE COLORS
BASEMENT TOPOF SLAB
100' - 0"
FIRST FLOOR -MAIN
108' - 2"
T.O PLATE120' - 6"
AA.2 A'
POWDER COATED METAL STANDOFF SIGNAGE - LOGO
EXTERIOR FINISH LEGEND
ESTIMA CERAMIC EXTERIOR TILE - 8"x48" -COLOR "YC 25" - 20% COVERAGE
ESTIMA CERAMIC EXTERIOR TILE - 8"x48" -COLOR "YC 53" - 10% COVERAGE
ESTIMA CERAMIC EXTERIOR TILE - 8"x48" -COLOR "YC 04" - 10% COVERAGE
ESTIMA CERAMIC EXTERIOR TILE - 8"x48" -COLOR "YC 15" - 20% COVERAGE
ESTIMA CERAMIC EXTERIOR TILE - 8"x48" -COLOR "YC 37" - 20% COVERAGE
ESTIMA CERAMIC EXTERIOR TILE - 8"x48" -COLOR "YC 72" - 20% COVERAGE
SHEET NO:
REVISIONS:
DRAWING TITLE:
PROJECT:
CHECKED:
DRAWN:
DATE:
A301
EXTERIORELEVATIONS
1919
DJD
DBH
1/17/20
130
0 W
36
TH
AV
EN
UE
BU
ILD
ING
IMP
RO
VE
ME
NT
S
AN
CH
OR
AG
E,
AL
AS
KA
CO
OK
IN
LE
T H
OU
SIN
G A
UT
HO
RIT
Y
65
% D
ES
IGN
DO
CU
ME
NT
S
[1/A001] Scale: 1/4" = 1'-0"2
NORTH ELEVATION
[1/A001] Scale: 1/4" = 1'-0"1
WEST ELEVATION
Scale: 1/4" = 1'-0"3
EAST ELEVATION
UP
1
A A.2 A.5A'
6' - 0"
8' - 1"
20
' - 1
"
22' - 0" 5' - 7"
9' - 11 1/2"
5' - 2" 25' - 0"
4' -
0"
3' -
0"
CL
EA
R
4' - 0"
3' - 6"
3' -
0"
CL
EA
R
A501
2
A20
A20
A20
1' - 0"
1' -
0"
4' -
7"
8
A601
7
A601
A601
6
3
A601
TYP. 3
A601
Sim
1
A601
4
A601
4
A601
Sim
A.2A.5
9' - 0" 12' - 1 1/2"5' - 7 1/2" 8" 1' - 0"1 1/2"
EQ. EQ. EQ. EQ. EQ.
1" / 1'-0"
A601
2TYP.
SHEET NO:
REVISIONS:
DRAWING TITLE:
PROJECT:
CHECKED:
DRAWN:
DATE:
A501
ENLARGED PLANS
1919
DJD
DBH
1/17/20
130
0 W
36
TH
AV
EN
UE
BU
ILD
ING
IMP
RO
VE
ME
NT
S
AN
CH
OR
AG
E,
AL
AS
KA
CO
OK
IN
LE
T H
OU
SIN
G A
UT
HO
RIT
Y
65
% D
ES
IGN
DO
CU
ME
NT
S
ARCHITECTURAL KEY NOTESA20 NEW GALV. SERRATED BAR GRATING
Scale: 1/2" = 1'-0"1
ENLARGED EXTERIOR DECK, RAMP, & STAIR PLAN
[1/A001] Scale: 1/2" = 1'-0"2
RAMP ELEVATION - WEST
1
3' -
0"
4' -
0"
6' - 0"
3' -
0"
1' - 0"1' - 0"
1" / 1'-0"
KOROSEAL FUSION WALL PROTECTION - FULL HEIGHT
20' - 3"
10
' - 5
"
10' - 7"
MAGNA MAGIC - MAGNETIC RECEPTIVE CHALKBOARD PAINT
1' - 10 1/2"
3' -
6"
ALIGN WITH (E) PONY WALL
IRP -1 TO TOP OF PONY WALL
A610
4SIM. 1
209
3' -
0"
4' -
0"
6' - 0"
4 1
/2"11"
2' -
10"
1' - 0"
2
3' -
0"
4' -
0"
2' - 0"
INFILL EXTERIOR WALL - MATCH ADJACENT FINISH
SHEET NO:
REVISIONS:
DRAWING TITLE:
PROJECT:
CHECKED:
DRAWN:
DATE:
A510
INTERIORELEVATIONS
1919
DJD
DBH
1/17/20
130
0 W
36
TH
AV
EN
UE
BU
ILD
ING
IMP
RO
VE
ME
NT
S
AN
CH
OR
AG
E,
AL
AS
KA
CO
OK
IN
LE
T H
OU
SIN
G A
UT
HO
RIT
Y
65
% D
ES
IGN
DO
CU
ME
NT
S
Scale: 1/4" = 1'-0"4
PUBLIC SALES 201 - WEST[1/A001] Scale: 1/4" = 1'-0"
1PUBLIC SALES 201 - NORTH
[1/A001] Scale: 1/4" = 1'-0"2
PUBLIC SALES 201 - EAST[1/A001] Scale: 1/4" = 1'-0"
3PUBLIC SALES 201 - SOUTH
[1/A001] Scale: 1/4" = 1'-0"5
WORK AREA 209 - NORTH[1/A001] Scale: 1/4" = 1'-0"
6WORK AREA 209 - EAST
[1/A001] Scale: 1/4" = 1'-0"7
WORK AREA 209 - SOUTH[1/A001] Scale: 1/4" = 1'-0"
8WORK AREA 209 - WEST
[1/A001] Scale: 1/4" = 1'-0"9
STORAGE 208 - SOUTH
A5112
3
4
5
5' - 9 1/2"
4' -
10"7' -
0 1
/2" TOILET
202
4' - 0"
2' -
6"1' -
3"
1' -
4"
A4
202
1' -
6"
8' -
7 1
/2"
4' -
4"
TY
P.
202
A511
10
9
8
7TOILET
104
104
1' -
4"
5' -
8 3
/4"
1' -
7 1
/2"
1' -
3"
4' - 0"
2' -
6"
A6
A4
A16
A21
A16
A22
3' -
0"
104
GB-2GB-3
GB-1
TTD(OFCI)
SD (OFCI)
M-1
SNR
36"
17"
1 1/2"
T.O
. B
AR
T.O. TOILET SEAT
FRONT OF WC
19"
OUTLET OF TPD
36"
30" 40"
34"
17" MIN 8" MIN
DEPTH
9"
MIN
TOE CLEARANCE
PUSH BUTTON
34"
1 1/2" MIN
PTR
24"
PTD(OFCI)
3' -
4"
6"
3' - 0" 6"
1' - 0" 3' - 6"
41"
18"3' - 3"
T.O
. B
AR
1' - 6"
40"
29"
MIN
.
27"
MIN
.
KNEE CLEARANCE SHEET NO:
REVISIONS:
DRAWING TITLE:
PROJECT:
CHECKED:
DRAWN:
DATE:
A511
INTERIORELEVATIONS -ENLARGED PLANS
1919
DJD
DBH
1/17/20
130
0 W
36
TH
AV
EN
UE
BU
ILD
ING
IMP
RO
VE
ME
NT
S
AN
CH
OR
AG
E,
AL
AS
KA
CO
OK
IN
LE
T H
OU
SIN
G A
UT
HO
RIT
Y
65
% D
ES
IGN
DO
CU
ME
NT
S
[1/A202] Scale: 1/2" = 1'-0"1
ENLARGED RESTROOM - FIRST FLOOR[1/A001] Scale: 1/2" = 1'-0"
2TOILET 202 - NORTH
[1/A001] Scale: 1/2" = 1'-0"3
TOILET 202 - EAST[1/A001] Scale: 1/2" = 1'-0"
4TOILET 202 - SOUTH
[1/A001] Scale: 1/2" = 1'-0"5
TOILET 202 - WEST
[1/A201] Scale: 1/2" = 1'-0"6
BASEMENT PLAN - Callout 1[6/A511] Scale: 1/2" = 1'-0"
7TOILET 104 - NORTH
[6/A511] Scale: 1/2" = 1'-0"8
TOILET 104 - EAST[6/A511] Scale: 1/2" = 1'-0"
9TOILET 104 - SOUTH
[6/A511] Scale: 1/2" = 1'-0"10
TOILET 104 - WEST
ARCHITECTURAL KEY NOTESA4 NEW FLOORING - SEE SCHEDULE
A6 NEW WASHING MACHINE
A16 NEW MOP SINK - SEE MECHANICAL
A21 PATCH (E) GWB AS REQUIRED
A22 NEW MOP SINK RACK
Scale: 1/2" = 1'-0"
TYPICAL TOILET FIXTURE MOUNTING HEIGHT
MIN.1 1/2"
3"
8"
2" STL GUARDRAILS, PNT-1
1 1/2" STL HANDRAIL, PNT-1
4"X4", 1/4"DIA. WOVEN WIRE MESH GUARDRAIL PANEL, PNT-1
3/4" CHANNEL FOR WOVEN WIRE MESH, WELD TO 2" GUARDRAILS, PNT
GLB STAIR STRINGER, SEE STRUCT
GALV. SERRATED BAR GRATING
GALV SERRATED BAR GRATING MTL DECKING
(N) GALV HSS 2X1X1/18
R 3
"
R 3"
2' -
10"1' - 0"
4"
MA
X4"
RETURN HANDRAIL TO POST
GALV HSS2X2X1/8 TUBE
GALV 1 1/2" PIPE HANDRAIL
4"x4", 1/4" DIA. WOVEN WIRE MESH GUARDRAIL PANEL, PAINT
1' -
4"
DECK FRAMING, SEE STRUCT.
3' -
6"
11 3/4"
7"
MA
X
3/4"
GALV. RISER FILLER PANEL -TYP.
GLB STAIR STRINGER, SEE STRUCT.
GALV SERRATED BAR GRATING
RETURN HANDRAIL TO POST
GALV HSS2X2X1/8 TUBE
GALV 1 1/2" PIPE HANDRAIL
4"x4" 1/4" DIA. WOVEN WIRE MESH GUARDRAIL PANEL, PAINT
1' -
4 1
/32"
1' - 0"
CONCRETE PAD PER STRUCTURAL
DECK STRUCTURE SEE STRUCT.
GALV SERRATED BAR GRATING
TY
P.
2' -
10"
6"
2' -
8"
A601
5SIM.
3/4" CHANNEL FOR WOVEN WIRE MESH WELD TO 2" GUARDRAILS, PNT
4"
GALV HSS 2X2 PER STRUCTURAL
GALV HSS2X2X1/8 TUBE
GALV HSS2X2X1/8 TUBE
1' -
0"
DECK STRUCTURE SEE STRUCT.
GALV SERRATED BAR GRATING
GALV HSS2X2X1/8 TUBE
4"
8" X 6" X 5/16" GALV. PLATE BOLTED TO GLB PER STRUCTURAL
3' -
6"
6"
2' -
8"
3/4" CHANNEL FOR WOVEN WIRE MESH WELD TO 2" GUARDRAILS, PNT
GALV HSS2X2X1/8 TUBE
1' -
3 1
/32"
DECK STRUCTURE SEE STRUCT.
GALV SERRATED BAR GRATING
GALV HSS2X2X1/8 TUBE
4"
8" X 6" X 5/16" GALV. PLATE BOLTED TO GLB PER STRUCTURAL
GALV HANDRAIL, TYP AT RAMP LOCATIONS
2' -
10
" T
YP
.
3' -
3"
6"
2' -
8"
A601
5SIM.
3/4" CHANNEL FOR WOVEN WIRE MESH WELD TO 2" GUARDRAILS, PNT
(N) GALV ANGLE BOLTED TO STRINGER
GALV HSS2X2X1/8 TUBE
DECK STRUCTURE SEE STRUCT.
GALV SERRATED BAR GRATING
6"
2' -
8"
3/4" CHANNEL FOR WOVEN WIRE MESH WELD TO 2" GUARDRAILS, PNT
4"
GALV HSS 2X2 PER STRUCTURAL
GALV HSS2X2X1/8 TUBE
GALV HSS2X2X1/8 TUBE
A'
3" MIN. - 4" MAX.GALV HSS2X2X1/8 TUBE -GUARD RAIL
3"
MIN
. -
4"
MA
X.
COLUMN PER STRUCTURAL
3/4" CHANNEL FOR WOVEN WIRE MESH WELD TO 2" GUARDRAILS, PNT
GALV HSS2X2X1/8 TUBE -FLUSH WITH SERRATED BAR GRATING
GALV SERRATED BAR GRATING
8"x6"x 5/16" GALV PLATE BOLTED TO GLB PER STRUCTURAL
SHEET NO:
REVISIONS:
DRAWING TITLE:
PROJECT:
CHECKED:
DRAWN:
DATE:
A601
EXTERIOR DETAILS
1919
DJD
DBH
1/17/20
130
0 W
36
TH
AV
EN
UE
BU
ILD
ING
IMP
RO
VE
ME
NT
S
AN
CH
OR
AG
E,
AL
AS
KA
CO
OK
IN
LE
T H
OU
SIN
G A
UT
HO
RIT
Y
65
% D
ES
IGN
DO
CU
ME
NT
S
[1/A601] Scale: 3" = 1'-0"5
HANDRAIL DETAIL
[1/A501] Scale: 1 1/2" = 1'-0"8
STAIR DETAIL
[1/A501] Scale: 1 1/2" = 1'-0"7
STAIR DETAIL
[2/A501] Scale: 1 1/2" = 1'-0"2
RAMP HANDRAIL DETAIL
[1/A501] Scale: 1 1/2" = 1'-0"3
DECK GUARDRAIL DETAIL[1/A501] Scale: 1 1/2" = 1'-0"
1STAIR HANDRAIL DETAIL
[1/A501] Scale: 1 1/2" = 1'-0"4
DECK HANDRAIL[1/A501] Scale: 3" = 1'-0"
6TYPICAL RAIL DETAIL @ COLUMN
MEMBRANE ROOFING WRAPPED UP BACK SIDE OF CHANNEL. WITH MEMBRANE TERMINATION STRIP
STRUC. STEEL, SEE STRUC.
METAL ROOF DECK - SEE STRUCTURAL
TAPPERED RIGID INSULATION -SEE ARCHITECTURAL ROOF PLAN FOR SLOPE INFORMATION
1/2" COVERBOARD
BOLT CONNECTIONS PER STRUC.
MEMBRANE ROOFING WRAPPED UP CMU TO MATCH TOP OF ADJACENT CHANNEL.
STRUC. STEEL, SEE STRUC.
METAL ROOF DECK - SEE STRUCTURAL
CONTINOUS TERMINATION STRIP
1/2" COVERBOARD
(E) EXTERIOR CMU WALL
BOLT CONNECTION PER STRUCTURAL
T.O PLATE120' - 6"
1
1
A602
2SIM.
A602
1SIM.
(E) ROOF
NEW ROOF CANOPY - SEE ROOF PLAN FOR SLOPE INFORMATION
1 1/8" / 1'-0" 1 1/8" / 1'-0"
EXPOSED METAL DECKING
BOLTED METAL STRUCTURE -SEE STRUCTURAL
EXISTING EXTERIOR CMU WALL
HSS COLUMN - SEE STRUCTURAL
OPENING IN C- CHANNEL FOR SCUPPER
SHEET NO:
REVISIONS:
DRAWING TITLE:
PROJECT:
CHECKED:
DRAWN:
DATE:
A602
EXTERIOR DETAILS
1919
DJD
DBH
1/17/20
130
0 W
36
TH
AV
EN
UE
BU
ILD
ING
IMP
RO
VE
ME
NT
S
AN
CH
OR
AG
E,
AL
AS
KA
CO
OK
IN
LE
T H
OU
SIN
G A
UT
HO
RIT
Y
65
% D
ES
IGN
DO
CU
ME
NT
S
[1/A206] Scale: 3" = 1'-0"1
CANOPY DETAIL
[1/A206] Scale: 3" = 1'-0"2
CANOPY DETAIL
[1/A206] Scale: 1 1/2" = 1'-0"3
CANOPY SECTION
FIRST FLOOR -MAIN
108' - 2"
T.O PLATE120' - 6"
A610
2
A610
3
2' -
9"
3' -
6"
9"
5 1/4" 5 1/4"
1' - 2"
1/2" SOLID SURFACE
3/4" PLYWOOD
1 1
/4"
5/8" GWB
3 1/2" METAL STUDS
WRAP WALL COVERING INTO JAMB
CONTINUOUS J-TRIM AT JAMB
FINISH PER SCHEDULE
IRP-1 TO 8'-4" PER FINISH SCHEDULE
5 1/2"
3 1/2"
1x6 PINE SPACER
1/2" SOLID SURFACE
5/8" GYPSUM BOARD, WRAP TOP
2x CONTINUOUS BLOCKING
2x4 STUDS @ 16" O.C.
5/8" IMPACT RESISTANT GWB, EACH SIDE
1 1/2" DIAMETER STEEL HANDRAIL ATTACH @ 24" O.C.
SIMPSON DDT2 AT OUTSIDE END OF PONY WALL TO STIFFEN
FINISH PER SCHEDULE
WRAP MAGNA MAGIC -MAGNETIC RECEPTIVE CHALKBOARD PAINT INTO JAMB
EXISTING ACOUSTIC CEILING TILES AND GRID -REPLACE AS NEEDED
ATTACH PARTITION TO CEILING PER STRUCTURAL
SHEET NO:
REVISIONS:
DRAWING TITLE:
PROJECT:
CHECKED:
DRAWN:
DATE:
A610
INTERIOR DETAILS
1919
DJD
DBH
1/17/20
130
0 W
36
TH
AV
EN
UE
BU
ILD
ING
IMP
RO
VE
ME
NT
S
AN
CH
OR
AG
E,
AL
AS
KA
CO
OK
IN
LE
T H
OU
SIN
G A
UT
HO
RIT
Y
65
% D
ES
IGN
DO
CU
ME
NT
S
[1/A202] Scale: 1 1/2" = 1'-0"1
POINT OF SALE DETAIL[1/A610] Scale: 3" = 1'-0"
2POINT OF SALE - COUNTER DETAIL
[1/A202] Scale: 1 1/2" = 1'-0"4
HANDRAIL AND PONY WALL DETAIL
[1/A610] Scale: 3" = 1'-0"3
POINT OF SALE - HEAD DETAIL
BASEMENT TOPOF SLAB
100' - 0"
FIRST FLOOR -MAIN
108' - 2"
T.O PLATE120' - 6"
A.2
A611
2
A611
1
7' -
5"
3' -
6"
BASEMENT TOPOF SLAB
100' - 0"
1 1/2" DIAMETER STEEL HANDRAIL
RUBBER TREAD PER FINISH SCHEDULE - TYP.
WOOD STRINGERS AND CONNECTIONS PER STRUCTURAL
RETURN TO WALL
1' - 0"
3' -
0"
1" 11"
6 1
1/1
6"
RUBBER TREAD PER FINISH SCHEDULE - TYP.
12"
WOOD STRINGERS AND CONNECTIONS PER STRUCTURAL
RETURN TO WALLFIRST FLOOR -
UPPER STORAGE111' - 10"
1' - 0"
3' -
0"
1' - 0"
3' -
6"
7"
11"EXISTING STAIRS TO REMAIN
NEW PONY WALL -MATCH ADJACENT EXISTING FINISH
4' - 11"
SHEET NO:
REVISIONS:
DRAWING TITLE:
PROJECT:
CHECKED:
DRAWN:
DATE:
A611
INTERIOR STAIRDETAILS
1919
DJD
DBH
1/17/20
130
0 W
36
TH
AV
EN
UE
BU
ILD
ING
IMP
RO
VE
ME
NT
S
AN
CH
OR
AG
E,
AL
AS
KA
CO
OK
IN
LE
T H
OU
SIN
G A
UT
HO
RIT
Y
65
% D
ES
IGN
DO
CU
ME
NT
S
[1/A201] Scale: 1/2" = 1'-0"3
STAIR SECTION[3/A611] Scale: 1 1/2" = 1'-0"
1STAIR AND HANDRAIL DETAIL - TYP.
[3/A611] Scale: 1 1/2" = 1'-0"2
STAIR AND HANDRAIL DETAIL - TYP.EXISTING ACOUSTIC CEILING TILE AND GRID -SEE RCP FOR EXTENTS
NEW VINYL COVERED GYPSUM ACOUSTIC CEILING TILE AND GRID SEE RCP - MEETS USDA/FSIS GUIDLINES -TYPICAL AT BASEMENT CEILING
EXISTING GYPSUM CEILING, PATCH AND REPAIR AS REQUIRED -SEE RCP FOR EXTENTS
EXISTING ACOUSTIC CEILING TILE AND GRID -SEE RCP FOR EXTENTS
NEW INFILL FLOORING TO MATCH EXISTING ADJACENT ELEVATION
NEW PARTITION PER PLAN
NEW STAIRS - SEE STRUCTURAL FOR CONNECTION DETAILS
NEW 5/8" GYPSUM AS REQUIRED
[1/A202] Scale: 1/2" = 1'-0"4
STAIR SECTION
ALIGN NEW 3'6" TALL FURRED WALL WITH EXISTING FURRED WALL BELOW,GWB TO WRAP TOP OF WALL
IRP-1 TO TERMINATE AT THIS CORNER
A B
W W
H H
6"
3' -
0"
6" 2' - 0" 6"
1
2" WT 2"
2"
HT
DOOR SCHEDULE LEGEND NOTES AND REMARKS
GENERAL DOOR NOTES
1. ALL DIMENSIONS SHOWN ARE SUBJECT TO FIELD VERIFICATION
2. CONTRACTOR TO VERIFY ROUGH OPENINGS (R.O.) DIMENSIONS
3. INTERIOR GLAZING SHALL BE SAFETY GLASS OR TYPED AS SPECIFIED
REMARKS
1. EXISTING DOORS AND FRAMES TO BE REFINISHED TO MATCH NEW DOORS AND FRAMES
1 2
3' -
0"
4' -
0"
5' - 11" 3' - 0"
4' -
0"
3' -
0"
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A801
DOOR & WINDOWSCHEDULE
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Scale: 1/4" = 1'-0"
(N) DOOR TYPESScale: 1/4" = 1'-0"
(N) DOOR FRAME TYPES
DOOR SCHEDULE
DOOR NO.
DOOR
DESCRIPTION
DOOR FRAME
FIRE
RATING REMARKS
SIZE
TYPE MATERIAL FINISH COLOR TYPE MATERIAL FINISH COLORWIDTH HEIGHT THICKNESS
104 3' - 0" 7' - 0" 0' - 1 3/4" A SINGLE FLUSH WOOD
202 3' - 0" 7' - 0" 0' - 1 3/4" A SINGLE FLUSH WOOD PAINT 1 WOOD
209 3' - 0" 7' - 0" 0' - 1 3/4" B SINGLE FLUSH WOOD PAINT 1 WOOD
Scale: 1/4" = 1'-0"
(N) WINDOW TYPES
FINISH SCHEDULE LEGEND NOTES AND REMARKS
GENERAL FINISH NOTES
1. NOTES GO HERE...
REMARKS
1. REMARKS GO HERE...
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ROOM FINISHSCHEDULE ANDFINISH MATERIALLEGEND
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ROOM FINISH MATERIAL LEGEND
CATEGORY
MATERIAL
CODE MATERIAL TYPE
BASIS OF DESIGN
COLOR SIZE REMARKSMANUFACTURER STYLE
1
WALL BASE RB-1 RUBBER BASE JOHNSONITE
WALL BASE WB-1 METAL WALL BASE SCHLUTER AT PUBLIC AREAS
WALL BASE WB-2 INTEGRATED COVE BASE POLYFLOR
2
FLOORING SV-1 SLIP RESISTANT SHEET VINYL POLYFLOR POLYSAFE APEX CHROMITE 4202 ROLL SLIP-RESISTANT SAFETY FLOORING
FLOORING SV-2 SLIP RESISTANT SHEET VINYL POLYFLOR POLYSAFE APEX BRECCIA 4204 ROLL ACCENT FLOORING
FLOORING SV-3 SHEET VINYL TARKETT STANDARD PLUS MOONSCAPE 0924 ROLL
STAIR TREADS ST-1 RUBBER STAIR TREAD TARKETT VINYL STAIR STRINGERS SILVER GREY 55
3
PAINT PNT-1 PAINT SHERWIN WILLIAMS SATIN
PAINT PNT-2 PAINT SHERWIN WILLIAMS SATIN
PAINT PNT-3 PAINT SHERWIN WILLIAMS SATIN
PAINT PNT-4 PAINT MAGNA MAGIC MAGNETIC RECEPTIVE CHALKBOARD PAINT BLACK EAST AND SOUTH @ PUBLIC SALES
WALL PROTECTION FRP-1 FIBER REINFORCED PLASTIC PANEL CRANE COMPOSITE SANDS CLEAR WATER 1277 4X8
WALL PROTECTION IRP-1 IMPACT RESISTENT PANEL INPRO PALLADIUM TO 4'-0" A.F.F.
WALL PROTECTION IRP-2 FUSION WALL PROTECTION PANEL KOROSEAL CUSTOM IMAGE CUSTOME IMAGE 4x10'-5" NORTH AND EAST @ PUBLIC SALES
4
Solid Surface Material SSM-1 FORMICA COUNTER TOPS
6
CEILINGS ACP-1 ACOUSTICAL CEILING PANEL ARMSTRONG DUNE SECOND LOOK WHITE 24" X 48"
CEILINGS ACP-2 ACOUSTICAL CEILING PANEL ARMSTRONG KITCHEN ZONE WHITE 24" X 48" TYP. @ BASEMENT LEVEL
7
Toilet, Shower and Custodial Accessories GB GRAB BAR CFCI
Toilet, Shower and Custodial Accessories MI MIRROR CFCI
Toilet, Shower and Custodial Accessories MR MOP AND BROOM HOLDER CFCI
Toilet, Shower and Custodial Accessories PTD PAPER TOWEL DISPENSER CFCI
Toilet, Shower and Custodial Accessories SD SOAP DISPENSER CFCI
Toilet, Shower and Custodial Accessories SNR SANITARY NAPKIN RECEPTACLE CFCI
Toilet, Shower and Custodial Accessories TPD TOILET PAPER DISPENSER CFCI
Toilet, Shower and Custodial Accessories WR WASTE RECEPTACLE CFCI
WALL BASE
ROOM FINISH SCHEDULE
ROOM
NO. ROOM NAME
FLOOR
FINISH BASE
WALL
MATERIAL
WALL FINISH
NORTH
WALL FINISH
EAST
WALL FINISH
SOUTH
WALL FINISH
WEST WAINSCOT
CEILING
MATERIAL
CEILING
FINISH COUNTERTOP CASEWORK REMARKS
101 KITCHEN SV-1 COVE FRP-1 /GWB
FRP-1 FRP-1 (E) S/S FRP-1 FRP-1 ACP-2 / GWB FACT. / PNT-1 FULL HEIGHT FRP IN BASEMENT
102 WALK-IN COOLER - - - - - - - - - - - -
103 MECH (E) (E) (E) (E) (E) (E) (E) - (E) (E)
104 TOILET SV-1 COVE FRP-1 /GWB
PNT-1 PNT-1 PNT-1 PNT-1 FRP-1 ACP-2 FACT. FRP-1 TO 4'-4" A.F.F.
106 PREP AREA SV-1 COVE FRP-1 /GWB
FRP-1 FRP-1 FRP-1 FRP-1 FRP-1 ACP-2 FACT.
107 STORAGE SV-1 COVE FRP-1 FRP-1 FRP-1 FRP-1 FRP-1 ACP-1 FACT.
201 PUBLIC SALES SV-1 / SV-2 WB-1 IRP-2 / GWB IRP-2 / PNT-2 IRP-2 / PNT-4 PNT-4 PNT-2 ACP-1 FACT.
202 TOILET SV-1 WB-2 IRP-1 / GWB PNT-3 PNT-3 PNT-3 PNT-3 IRP-1 ACP-1 FACT. IRP-1 TO 4'-4" A.F.F.
204 PREP SV-1 WB-2 IRP-1 / GWB IRP-1 / PNT-3 IRP-1 / PNT-3 IRP-1 / PNT-3 IRP-1 / PNT-3 IRP-1 ACP-1 FACT.
205 PREP SV-1 WB-2 IRP-1 / GWB IRP-1 / PNT-3 IRP-1 / PNT-3 IRP-1 / PNT-3 IRP-1 / PNT-3 ACP-1 FACT.
206 STORAGE SV-3 RB-2 GWB PNT-1 PNT PNT PNT ACP-1 FACT.
207 HALL SV-1 WB-1 GWB PNT-2 PNT-2 PNT-2 PNT-2 ACP-1 FACT.
208 STORAGE SV-3 RB-2 GWB PNT-1 PNT-1 PNT-1 PNT-1 ACP-1 FACT.
209 WORK AREA SV-1 RB-2 IRP-1 / GWB IRP-1 / PNT-3 PNT-3 IRP-1 / PNT-3 IRP-1 / PNT-3 IRP-1 ACP-1 FACT.
FLOORING
PAINT & WALL PROTECTION
CASEWORK & MILLWORK
CEILINGS
TOILET ACCESSORIES
UP
UP
UP
UP
UP
UP
FLOOR FINISH LEGEND
SV-1
SV-2
SV-3
ST-1
WB-1
WB-2
RB-1
2
1
BA A.2 A.5A'
PREP
204
PUBLIC
SALES
201
TOILET
202
PREP
205
32
' - 6
"
STORAGE
206
STORAGE
208
WORK
AREA
209
UP
9' - 11 1/2"
20
' - 5
1/2
"4
1/2
"
61' - 0"
25' - 0"
NEW ENTRY LANDING
TY
P
4' -
0"
DN
DIS
PLA
Y C
AS
E
HALL
207
10' - 6 1/2"
20
' - 2
1/2
"
2' -
2"
4' -
9"
3' -
4"
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A803
FIRST FLOOR FINISHPLAN
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Scale: 1/4" = 1'-0"1
FIRST FLOOR PLAN - FLOOR FINISH PLAN
STRUCTURAL DESIGN CRITERIA SCHEDULECRITERIA DESCRIPTION VALUE COMMENTS
ANALYSIS PROCEDURE ELF PER ASCE 7-10
SEISMIC DESIGN CATEGORY
RISK CATEGORY
SEISMIC IMPORTANCE FACTOR, IE
SITE CLASS
0.2S SPECTRAL RESPONSE ACCELERATION, Ss
1.0S SPECTRAL RESPONSE ACCELERATION, S1
STRUCTURAL SYSTEM
RELIABILITY/REDUNDANCY
RESPONSE MODIFICATION FACTOR, R
OMEGA
Cs (STRENGTH DESIGN)
V (STRENGTH DESIGN)
SEISMIC
IBC 2012
WIND
GROUND SNOW LOAD XX PSF
SNOW LOAD EXPOSURE FACTOR 1.0
THERMAL FACTOR Ct 1.0
SNOW IMPORTANCE FACTOR 1.0
FLAT ROOF SNOW LOAD XX PSF
SNOW DRIFT LOADS PER ASCE 7-10
CODE
ROOF LIVE LOADS
BASIC WIND SPEED (3 SECOND GUST) PER ASCE 7-10 BASIC WIND SPEED MAP
EXPOSURE FACTOR
INTERNAL PRESSURE COEFFICIENT, GCpi ENCLOSED BUILDING
FLOOR LIVE LOADS 1ST LEVEL SLAB ON GRADE 100 PSF
FOUNDATIONS ALLOWABLE SOIL BEARING PRESSURE 3000 PSF PLUS 1/3 SHORT TERM INCREASE
COMP. &CLADDINGALLOWABLE PRESSURES
ROOF XX PSF XX PSFXX PSF XX PSFXX PSF XX PSF
VALUES MAY BE INTERPOLATED
BETWEEN 10 SQFT AND 100 SQFT10 Ft
2100 Ft
2
INTERIOR - ZONE 1
CORNER - ZONE 3
PERIMETER - ZONE 2
ELF
D
II
1.00
D
1.50
0.68
BEARING MASONRY SHEAR WALLS
1
X.X
X
X.XXX
XX KIPS
130 MPH
B
±0.18
0.2S SPECTRAL RESPONSE COEFFICIENT, Sds 1.001.0S SPECTRAL RESPONSE COEFFICIENT, Sd1 0.68
WITH MOA LOCAL AMENDMENTS
PLATES AND LEDGERS
WOOD
SCHEDULE OF CONSTRUCTION MATERIALS
LOCATIONCONCRETE
EXTERIOR CONCRETE (EXPOSED TO FREEZING) 4,500 P.S.I. 0.45 6% +/- 1%
AIRENTRAINMENT
MAX. W/C RATIO28-DAY STRENGTH
REINFORCING APPLICATION TYPE COMMENTS
FABRICATED AND STRAIGHT BARS ASTM A615, GRADE 60
APPLICATION TYPE GRADE FySTRUCTURALSTEEL
GRADE BASTM A500HSS COLUMNS
CHANNELS, ANGLES AND OTHER SHAPES ASTM A36 36 KSI
36 KSIPLATES
STRUCTURAL BOLTS ASTM A325
COMMENTSGRADESPECIESAPPLICATION
DIMENSION LUMBER
NO. 2DOUG. FIR-LARCH
GLUED-LAMINATEDBEAMS
SIMPLE SPANS
SPECIESCOMB
FbTENSION
ZONE
FbCOMP ZONE
Fv
FcTENSION
ZONE
Fc COMP ZONE
1.0 E 6
DF V4 2400 2400 190 650 650 1.8
ALLOWABLE STRESSES - P.S.I.
ASTM A36
NOTE: CONCRETE DESIGN PERFORMED USING 2500 P.S.I.
ITEMMASONRY
GROUT COURSE (PEA GRAVEL) 2500 PSI
COMP. STRENGTHTYPE SLUMP
8-10 INCHES
METAL DECK ASTM A6531 1/2" TYPE B GRADE 33 G60
GALVGRADEPROFILE/SIZE TYPEAPPLICATIONLIGHT GAGESTEEL
G60
46 KSI RECT.
GROUP A
HELICAL PILE COMPRESSION CAPACITYTENSION CAPACITYTYPEAPPLICATION
MAGNUM HELICAL PILES MH325B 33,000 LBS21,000 LBS
MAX INSTALL TORQUE
8,000 FT-LBS
PRESSURE TREATED
WALL STUDS NO. 2DOUG. FIR-LARCH
DEFERRED SUBMITTAL ITEMS SHALL BE REVIEWED BY THE EOR AND THEN SUBMITTED TO THE BUILDING OFFICIAL.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING CALCULATION AND DRAWINGS STAMPED BY AN ALASKA REGISTERED PROFESSIONAL ENGINEER FOR THE FOLLOWING CONTRACTOR DESIGNED ITEMS:
• SEISMIC RESTRAINT OF ARCHITECTURAL, MECHANICAL AND ELECTRICAL COMPONENTS
• STEEL FABRICATOR CERTIFICATE OF COMPLIANCE
• ROOFING ATTACHMENT
DEFERRED SUBMITTALS
PND ENGINEERS INC IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS, OR PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND.
STRUCTURAL NOTES
ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH THE STRUCTURAL DRAWINGS, THE SPECIFICATIONS AND NOTES LISTED BELOW. MINIMUM PROVISIONS OF THE INTERNATIONAL BUILDING CODE (IBC 2012), AND LOCAL AMENDMENTS SHALL APPLY WHERE DETAILS ARE NOT SHOWN OR DESCRIBED.
AS-BUILT DRAWINGS
CONTRACTOR SHALL MAINTAIN A CURRENT SET OF DRAWINGS ON SITE, MODIFIED TO REFLECT ALL DESIGN CHANGES TO THE ORIGINAL DRAWING SET.
ABBREVIATIONS
AB ANCHOR BOLTACI AMERICAN CONCRETE INSTITUTEAISC AMERICAN INSTITUTE OF STEEL CONSTR.ALT ALTERNATEAPA AMERICAN PLYWOOD ASSOCIATIONARCH ARCHITECTURALASTM AMERICAN SOCIETY FOR TESTING & MATERIALSAWS AMERICAN WELDING SOCIETYBLKG BLOCKINGBM BEAMBOC BOTTOM OF CONCRETEBOD BOTTOM OF DECKBOS BOTTOM OF STEELBOT BOTTOMBTWN BETWEENCIP CAST IN PLACE (CONCRETE)CJP COMPLETE JOINT PENETRATIONCLR CLEARCOL COLUMNCONN CONNECTIONCONT CONTINUOUSCVN CHARPY V NOTCHDIAM DIAMETERDWGS DWGS(E) EXISTINGEA EACHEL ELEVATIONELEC ELECTRICALELEV ELEVATIONEW EACH WAYEQ EQUALF'C CONCRETE COMPRESSIVE STRENGTHF'M MASONRY COMPRESSIVE STRENGTHFDN FOUNDATIONFOC FACE OF CONCRETEFT FEETFTG FOOTINGGA GAGE OR GAUGEGALV GALVANIZEDGLB GLUE-LAMINATED BEAMHI HIGHHORIZ HORIZONTALHS HEADED STUDHSH HORIZONTAL SLOTTED HOLEHSS HOLLOW STRUCTURAL SECTIONIE INVERT ELEVATIONINV INVERTLO LOWLVL LAMINATED VENEER LUMBERMAX MAXIMUMMECH MECHANICALMF MOMENT FRAMEMIN MINIMUMMT MAGNETIC PARTICLE STRIPNA NOT APPLICABLENFS NON FROST SUSCEPTIBLENIC NOT IN CONTRACTNTS NOT TO SCALEOC ON CENTEROWSJ OPEN WEB STEEL JOISTPLF POUNDS PER LINEAR FOOTPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHREINF REINFORCINGRT RADIOGRAPHIC TESTSDI STEEL DECK INSTITUTESJI STEEL JOIST INSTITUTESQ SQUARESTD STANDARDTBD TO BE DETERMINEDTEMP TEMPERATURETOC TOP OF CONCRETETOS TOP OF STEELTS TUBE STEELTYP TYPICALUNO UNLESS NOTED OTHERWISEUT ULTRASONICVERT VERTICALW WIDE FLANGE DESIGNATIONWF WIDE FLANGEWP WORK POINTWWF WELDED WIRE FABRICW/ WITH
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DESIGN CRITERIA
191192
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STATEMENT OF SPECIAL INSPECTIONS
THE FOLLOWING SPECIAL INSPECTIONS SHALL BE PERFORMED BY QUALIFIED PERSONNEL EMPLOYED BY THE OWNER OR THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT.
SPECIAL INSPECTOR QUALIFICATIONS:THE SPECIAL INSPECTOR SHALL PROVIDE WRITTEN DOCUMENTATION TO THE BUILDING OFFICIAL DEMONSTRATING THEIR COMPETENCE AND RELEVANT EXPERIENCE OR TRAINING.
INSPECTION TASKS:INSPECTION TASKS ARE LISTED IN THE ATTACHED TABLES AND IN THE 2012 EDITION OF THE IBC CHAPTER 17.
FABRICATOR APPROVAL:SPECIAL INSPECTIONS REQUIRED BY SECTION 1705 ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION (IBC 1704.2.5.2). HOWEVER, NON DESTRUCTIVE TESTING REQUIREMENTS CANNOT BE WAIVED PER AISC 360-10 SECTION N7. THE CONTRACTOR'S FABRICATOR SHALL PERFORM OR ENGAGE QUALIFIED A TESTING AGENCY TO PERFORM REQUIRED TESTING ON THE PREMISES OF THE FABRICATOR. TESTING DOCUMENTATION SHOWING COMPLIANCE SHALL BE SUBMITTED TO THE OWNER UPON COMPLETION OF TESTING.
REPORT REQUIREMENTS:REPORTS SHALL BE COMPLETED ON A DAILY BASIS AND DISTRIBUTED ON A WEEKLY BASIS. COPIES OF REPORTS SHALL BE DISTRIBUTED TO THE GENERAL CONTRACTOR, THE ENGINEER OF RECORD AND THE ARCHITECT OF RECORD. REPORTS SHALL INDICATE WHETHER THE WORK WAS OR WAS NOT COMPLETED IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE GENERAL CONTRACTOR. IF THEY ARE NOT CORRECTED, DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. A FINAL REPORT DOCUMENTING THE SPECIAL INSPECTIONS PERFORMED AND THE CORRECTION OF ANY DISCREPANCIES SHALL BE DISTRIBUTED AS NOTED ABOVE.
STRUCTURAL OBSERVATIONS:THE OWNER SHALL EMPLOY THE REGISTERED DESIGN PROFESSIONAL TO PERFORM STRUCTURAL OBSERVATIONS AS FOLLOWS:
WIND: FOR STRUCTURES SITED WHERE Vasd EXCEEDS 110 MPH AND WHERE ONE OR MORE OF THE FOLLOWING CONDITIONS EXIST:1. WHERE THE STRUCTURE IS CLASSIFIED AS RISK CATEGORY III OR IV2. THE BUILDING HEIGHT IS GREATER THAN 75 FT.3. WHEN REQUIRED BY THE DESIGN PROFESSIONAL OR THE BUILDING
OFFICIAL
SEISMIC: WHERE THE STRUCTURE IS ASSIGNED TO SEISMIC DESIGN CATEGORY D, E OR F AND WHERE ONE OR MORE OF THE FOLLOWING CONDITIONS EXIST:1. WHERE THE STRUCTURE IS CLASSIFIED AS RISK CATEGORY III OR IV2. THE BUILDING HEIGHT IS GREATER THAN 75 FT.3. WHEN REQUIRED BY THE DESIGN PROFESSIONAL OR THE BUILDING
OFFICIAL
QA
AISC 360 - STRUCTURAL STEEL - INSPECTION OF HIGH-STRENGTH BOLTING
VERIFICATION AND INSPECTION TASK
1
PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM THE SHEAR PLANE).
OBSERVE
PROPER BOLTING PROCEDURE SELECTED FOR THE JOINT DETAIL
OBSERVE
VISUAL INSPECTION TASKS PRIOR TO BOLTING
OBSERVE
3
DOCUMENT ACCEPTED AND REJECTED CONNECTIONS
VISUAL INSPECTION TASKS AFTER BOLTING
QAVERIFICATION AND INSPECTION TASK
PERFORM
CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS.
OBSERVE
PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED.
OBSERVE
PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER COMPONENTS.
2
FASTENER ASSEMBLIES PLACED IN ALL HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED.
OBSERVE
VISUAL INSPECTION TASKS DURING BOLTING
JOINT BROUGHT TO THE SNUG TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION.
OBSERVE
FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING.
OBSERVE
BOLTS ARE PRETENSIONED PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARDS THE FREE EDGES.
OBSERVE
MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS.
PERFORM
FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS.
OBSERVE
a. FOR SNUG-TIGHT JOINTS, PRE-INSTALLATION VERIFICATION AND TESTING AND MONITORING OF THE INSTALLATION IS NOT REQUIRED.b. FOR PRETENSIONED JOINTS AND SLIP-CRITICAL JOINTS, WHEN THE INSTALLER IS USING THE TURN-OF-THE-NUT METHOD WITH MATCH
MARKING, THE DIRECT-TENSION-INDICATOR METHOD, OR THE TWIST-OFF-TYPE TENSION CONTROL BOLT METHOD, THE QA INSPECTOR NEED NOT BE PRESENT DURING THE INSTALLATION OF FASTENERS.
QA
AISC 360 - STRUCTURAL STEEL - VISUAL WELDING INSPECTION
VERIFICATION AND INSPECTION TASK
1
WELDING PROCEDURE SPECIFICATION (WPSs) AVAILABLE
PERFORM
FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY
OBSERVE
VISUAL INSPECTION TASKS PRIOR TO WELDING
-JOINT PREPARATION
-DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)
-CLEANLINESS (CONDITION OF STEEL SURFACE)
-TACKING (TACK WELD QUALITY AND LOCATION)
-BACKING TYPE AND FIT
OBSERVECONFIGURATION AND FINISH OF ACCESS HOLES
FIT-UP OF FILLET WELDS OBSERVE
-DIMENSIONS (ALIGNMENT, GAPS AT ROOT)
-CLEANLINESS (CONDITION OF STEEL SURFACE)
-TACKING (TACK WELD QUALITY AND LOCATION)
2
WPS FOLLOWED OBSERVE
VISUAL INSPECTION TASKS DURING WELDING
-SETTINGS ON WELDING EQUIPMENT
-TRAVEL SPEED
-SELECTED WELDING MATERIALS
-SHIELDING GAS TYPE/FLOW RATE
-PREHEAT APPLIED
-INTERPASS TEMPERATURE MAINTAINED
-PROPER POSITION (F,V,H,OH)
-INTERMIX OF FILLER MATERIALS AVOIDED
3
WELDS CLEANED OBSERVE
VISUAL INSPECTION TASKS AFTER WELDING
SIZE, LENGTH AND LOCATION OF WELDS
-CRACK PROHIBITION
-WELD/BASE-METAL FUSION
-CRATER CROSS SECTION
-WELD PROFILE AND SIZE
-UNDERCUT
-POROSITY
k-AREA
REPAIR ACTIVITIES
QAVERIFICATION AND INSPECTION TASK
PERFORM
WELDS MEET VISUAL ACCEPTANCE CRITERIA PERFORM
BACKING REMOVED, WELD TABS REMOVED (IF REQUIRED).
PERFORM
PERFORM
PERFORM
VISUAL INSPECTION TASKS DURING WELDING, CONTINUED.
USE OF QUALIFIED WELDERS OBSERVE
CONTROL AND HANDLING OF WELDING MATERIALS OBSERVE
-PACKAGING
-EXPOSURE CONTROL
ENVIRONMENTAL CONDITIONS OBSERVE
-WIND SPEED WITHIN LIMITS
-PRECIPITATION AND TEMPERATURE
WELDING TECHNIQUES OBSERVE
-INTERPASS AND FINAL CLEANING
-EACH PASS WITHIN PROFILE LIMITS
NO WELDING OVER CRACKED TACKS OBSERVE
DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER
PERFORM
-EACH PASS MEETS QUALITY REQUIREMENTS
CHECK WELDING EQUIPMENT
MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE
PERFORM
MATERIAL IDENTIFICATION (TYPE/GRADE) OBSERVE
WELDER IDENTIFICATION SYSTEM OBSERVE
SHEET NO:
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IC# A
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C250
12/2
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S110
SPECIALINSPECTIONS
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1 2
A
B
C
D
A'
A.3
A.5
5' -
6"
9' -
6"
7' -
2"
30
' - 6
"1
5' -
0"
15
' - 6
"9
' - 1
0"
8' - 8" 32' - 6"
15
' - 0
"6"
4' -
5"
5' -
5"
2S400
___________________________
_
4' -
11"
4' -
11"
(E) SLAB ON GRADE
(E) CMU WALL, TYP AT EXTERIOR
HELICAL PILE, TYP OF (10)
4' - 8" 4' - 0"6"
9' - 10" 10' - 0" 12' - 2"
SLOPE PER ARCH
HELICAL PILE FOUNDATION, INSTALL PER MFR
4x12 GIRDER
DECK PER ARCH
SEE ARCH
FINISH GRADE
MIN
, T
YP
6'-0"
EM
BE
DM
EN
T
BEAM SEAT AT DECK FRAMING, ELSE HSS COL
TO BE FIELD WELDED
NS/FS
PILE CAP SUPPLIED BY FDN MFR (7" SQ MIN AT HSS)
NOTE: PROVIDE BLKG UNDER OR NOTCH GIRDER AT BEAM SEATS AS REQ'D.
PILE CUTOFF
LSSR HANGER
STAIR TREADS, SEE ARCH FOR RISE AND RUN
GIRDER CONC PAD
CONT 2x8 FLAT, NOTCH INTO STRINGERS
3-1/8x12 GLB EA SIDE
COMPACT SUBGRADE TO 95% PROCTOR
1/2"x3" TITEN HD ANCHORS BTWN EA STRINGER
NOTES: 1. NO SPECIAL INSPECTION OF TITEN HD ANCHORS REQUIRED.2. DECK AND TREAD SHALL BE STEEL 11-W-4 1-1/2"x3/16"
SERRATED GRATE. GRATE SHALL BE HDG.
DECK
CONC PAD
2x8 END PL W/ML26Z ANGLE EA END
COMPACT SUBGRADE TO 95% PROCTOR
1/2"x5" TITEN HD ANCHORS AT 16" OC
STRINGER PER PLAN
DECK, SIM STAIR TREAD
SHEET NO:
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9503
Phone: 907.5
61.1
011
AK
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IC# A
EC
C250
12/2
7/2
019
S200
FOUNDATION ANDPILE PLAN
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3/16" = 1'-0"1FOUNDATION AND PILE PLAN
1" = 1'-0"2TYPICAL HELICAL PILE CAP
1" = 1'-0"3TYPICAL STAIR STRINGER DETAIL
1" = 1'-0"4RAMP END DETAIL
UP
1 2
A
B
C
D
A'
A.3
A.5
8' - 8" 32' - 6"
7' -
2"
61
' - 0
"9
' - 1
0"
2S400
___________________________
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3.125x12 GLB
3.125x12 GLB
3.1
25x12 G
LB
3.1
25x12 G
LB
3.125x12 GLB
3.125x12 GLB
3.1
25x12 G
LB
3.125x12 GLB
3.125x12 GLB
3.125x12 GLB STRINGER, TYP UNO
(4) 2x12 STAIR STRINGERS
WALL BELOW (N) STAIR FRAMING, 2x4 AT 16" OC W/ PT SILL PL, BEAR ON (E) CONC SLAB
(E) 2x10 FLR FRAMING
(E)
2x10 F
LR
FR
AM
ING
(E)
2x10 F
LR
FR
AM
ING
4x4
(E)
6x8
5' - 0"
1
S400___________________________
_
HSS6X6X
1/4HSS6X6X1/4
HSS6X6X
1/4
HSS6X6X1/4
HSS6X6X
1/4
EXTEND HELICAL PILE TO BO GLB,
TYP OF(5)
@2x10 2' - 0"
@2x10 2' - 0"
PLATFORM HSS ON HELICAL PILE BELOW, TYP OF (5)
CUT (E) FRAMING AND FLOOR SHEATHING AS
REQ'D FOR STAIR
@2x10 2' - 0"
6'x13'x6" CONC PAD W/ #4 AT 16" OC EW
NOTE: PROVIDE 8"x8" THICKENED SLAB EDGE W/ (2) #4 AT BOT OF THICKENED EDGE, ALL AROUND CONC PAD.
1 2
A
B
C
D
A'
A.3
A.5
2S400
___________________________
_
C15X33.9
HS
S5X
5X
1/2
HSS5X5X1/2
C15X33.9
HS
S5X
5X
1/2
(E)
RO
OF
TR
US
SE
S
RTU
RTU
MAX 10' - 6"
HS
S5X
3X
1/4
HS
S5X
3X
1/4
HS
S5X
3X
1/4
C15X
33.9
HSS5X3X1/4
HSS5X3X1/4
HSS5X3X1/4
HSS5X5X1/2
HSS5X3X1/4
HSS5X3X1/4
HSS5X5X1/2
C15X
33.9
C15X
33.9
1S400
___________________________
_
SEE MECH FOR RTU LOCATIONS
1-1/2" 20 GA METAL DECK
NOTE: ATTACH METAL DECK W/ PAF AT 36/5 AND 6" OC AT PERIMETER, BUTTON PUNCH SIDELAP AT 24" OC.
1' - 0" 6" 1' - 0"
2' -
0"
6"
1' -
0"
BOLT MITRE CORNERS W/ INTERNAL ANGLE
BOLTED CONN, TYP
1-1/2" 20 GA METAL DECK
ROOF HATCH, INSTALL BTWN (E) FRAMING
SHEET NO:
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Phone: 907.5
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AK
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IC# A
EC
C250
12/2
7/2
019
S210
FLOOR AND ROOFFRAMING PLANS
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3/16" = 1'-0"1DECK AND SECOND FLOOR FRAMING PLAN
3/16" = 1'-0"2CANOPY AND ROOF FRAMING PLAN
1ST FLR108' - 2"
TO PL (E) ROOF120' - 6"
1D
FRAMING PER PLAN
CHANNEL PER PLAN
DECK
GLB PER PLAN
HSS PER PLAN
HELICAL PILE
CONN TO (E) CMU WALL
L3x3x1/4 ANGLE BLKG BTWN FRAMING, EA SIDE
LEDGER TO BLDG
(E) CMU WALL
NOTE: GROUT CMU CELLS AT FRAMING CONNECTIONS.
STRINGER PER PLAN
METAL DECK
17' - 0"
9"
BO DECK
1ST FLR108' - 2"
TO PL (E) ROOF120' - 6"
AA'
PER PLAN
DECK
FRAMING PER PLAN
GLB PER PLAN
HELICAL PILE
FRAMING PER PLAN
METAL DECK
CHANNEL PER PLAN
CONN TO (E) CMU WALLL3x3x1/4 ANGLE BLKG BTWN FRAMING, EA SIDE
LEDGER TO BLDG
(E) CMU WALL
NOTE: GROUT CMU CELLS AT FRAMING CONNECTIONS.
16' - 7"BO DECK
9"
SHEET NO:
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9503
Phone: 907.5
61.1
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AK
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IC# A
EC
C250
12/2
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S400
STRUCTURALSECTIONS
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1/2" = 1'-0"2SECTION
1/2" = 1'-0"1SECTION
SHEET NOTES:1. ALL WOOD SHALL BE PRESERVATIVE TREATED.2. ALL SCREWS,NAILS, AND BOLTS SHALL BE
STAINLESS STEEL OR HDG.3. DECK SHALL BE STEEL 11-W-4 1-1/2"x3/16"
SERRATED GRATE. GRATE SHALL BE HDG.4. STEEL SHALL BE PAINTED FOR EXTERIOR
CONDITIONS.
GENERAL ABBREVIATIONS
MECHANICAL LEGEND AND ABBREVIATIONS
PIPING COMPONENTS AND ASSEMBLIES
DUCTWORK COMPONENTS AND ASSEMBLIES
PIPING SYSTEM REFERENCES
AFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEBOD BOTTOM OF DUCTBOP BOTTOM OF PIPECL CENTER LINEELEV. ELEVATIONFFL FINISHED FLOOR LEVELINV. INVERTTOD TOP OF DUCTTOP TOP OF PIPEOC ON CENTER
PLUMBING SYSTEMSCW DOMESTIC COLD WATERNPW NON-POTABLE COLD WATERHW DOMESTIC HOT WATERHWC DOMESTIC HOT WATER CIRCULATIONPS PRESSURE SEWERPW PUMPED WASTERL RAIN LEADERV SANITARY VENTW SANITARY WASTE
FUEL GAS SYSTEMSG NATURAL GASFOR FUEL OIL RETURNFOS FUEL OIL SUPPLY
FIRE PROTECTION SYSTEMSSP FIRE PROTECTION SPRINKLER PIPINGF FIRE MAINFDC FIRE DEPARTMENT CONNECTION
HYDRONIC SYSTEMSCWR CHILLED WATER RETURNCWS CHILLED WATER SUPPLYHWR HEATING WATER RETURNHWS HEATING WATER SUPPLYGR GLYCOL RETURNGS GLYCOL SUPPLY
MEDICAL GAS SYSTEMSO2 OXYGENN2O NITROUS OXIDEDA DENTAL AIRVAC VACUUMWAGD WASTE ANESTHETIC GAS DISPOSAL
SYMBOL ABBREV. DESCRIPTION
PIPE UPPIPE DOWNPIPE TEE UPPIPE TEE DOWNFLOOR DRAINROOF DRAIN, OVERFLOW ROOF DRAIN
CO CLEANOUT, PIPE END PLUGWCO CLEANOUT, WALL, CONCEALEDFCO CLEANOUT, FLOORYCO CLEANOUT, YARD W/CONCRETE COLLAR
WHA WATER HAMMER ARRESTOR(# DENOTES FIXTURE UNIT LOAD)
AAV AUTOMATIC AIR VENTW/SHUT-OFF VALVE(NOT SHOWN)
MAV MANUAL AIR VENTW/SHUT-OFF VALVE(NOT SHOWN)
TP TRAP PRIMER, AUTOMATIC
BALL/GATE/SHUTOFF VALVE
GLOBE VALVE
CHECK VALVE
ST STRAINER, IN-LINE W/HOSE-END DRAIN
DRAIN VALVE W/HOSE END
BLV BALANCING VALVE
FCV FLOW CONTROL VALVE
MOV CONTROL VALVE, 2-WAY
3MV CONTROL VALVE, 3-WAY MIXING
3DV CONTROL VALVE, 3-WAY DIVERTING
RV RELIEF VALVE
PRESSURE GAGE W/ ISOLATION VALVE
PRESSURE REDUCING VALVE
PIPE REDUCER
UNION CONNECTION
FLANGE CONNECTION
FLEXIBLE JOINT
PIPE ANCHOR
PIPE ALIGNMENT GUIDE
PIPE EXPANSION COMPENSATOR
POC POINT OF CONNECTION
(#)
TP
3MV
NCNO
C
NO NCC
3DV
C/A COMBUSTION AIRE/A EXHAUST AIRO/A OUTSIDE AIRR/A RETURN AIRS/A SUPPLY AIRT/A TRANSFER AIRFD FIRE DAMPERFSD FIRE-SMOKE DAMPERBD BALANCING DAMPERBDD BACK DRAFT DAMPERSM SHEET METAL
SYMBOL ABBREV. DESCRIPTION
ACOUSTICALLY LINED DUCT
VD, BD
FD, FSD
HC
T'STAT
S/A, O/A SUPPLY AIR, OUTSIDE AIR (UP & DOWN)
R/A, T/A RETURN AIR, TRANSFER AIR (UP & DOWN)
T T
AAV
MAV
ADA AMERICANS W/ DISABILITIES ACTAHJ AUTHORITY HAVING JURISDICTIONAPPROX APPROXIMATEARCH ARCHITECT, ARCHITECTURALBB BASEBOARDBAS BUILDING AUTOMATION SYSTEMBTU BRITISH THERMAL UNITBTUH BTU PER HOURCFM CUBIC FEET PER MINUTECA COMPRESSED AIRCO CARBON MONOXIDECO2 CARBON DIOXIDECONN CONNECTIONdB DECIBELDB DRY BULB (AIR)DDC DIRECT DIGITAL CONTROLDEG DEGREEDN DOWNDPS DIFFERENTIAL PRESSURE SENSORDWV DRAIN WASTE AND VENTEA EACHEAT ENTERING AIR TEMPERATUREEGT ENTERING GLYCOL TEMPERATUREELEC ELECTRICALESP EXTERNAL STATIC PRESSUREEWT ENTERING WATER (GLYCOL) TEMPERATURE(E) EXISTINGFDC FIRE DEPARTMENT CONNECTIONFPM FEET PER MINUTEGAL GALLONGALV GALVANIZEDGC GENERAL CONTRACTORGPH GALLON PER HOURGPM GALLON PER MINUTEHP HORSEPOWER (ELEC.)HZ HERTZ (ELEC.)IN.W.C. INCH, WATER COLUMNKW KILOWATTKWH KILOWATT HOURLAT LEAVING AIR TEMPERATURELGT LEAVING GLYCOL TEMPERATURELWT LEAVING WATER TEMPERATUREMAT MIXED AIR TEMPERATUREMAX MAXIMUMMBH 1,000 BTU PER HOURMECH MECHANICALMIN MINIMUMMISC MISCELLANEOUSNC NORMALLY CLOSEDNIC NOT IN CONTRACTNO NORMALLY OPENNTS NOT TO SCALEOAT OUTSIDE AIR TEMPERATUREOFCI OWNER FURNISHED CONTRACTOR INSTALLEDOFOI OWNER FURNISHED OWNER INSTALLEDPD PRESSURE DROPPG PROPYLENE GLYCOLPH PHASE (ELEC)PSI POUND PER SQUARE INCHRPBFP REDUCED PRESSURE BACKFLOW PREVENTERRPM REVOLUTION PER MINUTES.L. ACOUSTIC OR SOUND LINEDSS STAINLESS STEELTEMP TEMPERATURETP TRAP PRIMERTYP TYPICALV VOLT (ELEC.)VEL VELOCITYVFD VARIABLE FREQUENCY DRIVEVTR VENT THRU ROOFWB WET BULB
ADDITIONAL ABBREVIATIONS NOTED BY EQUIPMENT TAGS, SYSTEM SYMBOLS, AND ACRONYMS GENERALLY ACCEPTED BY THE INDUSTRY SHALL BE APPLICABLE.
GRAPHIC REFERENCES
FDRD, ORD
BB-1
10'
BASEBOARD CALLOUT
FINNED ELEMENT LENGTH
DUCTWORK AND ACCESSORIES
E/A EXHAUST AIR (UP & DOWN)
THERMALLY INSULATED DUCT
VOLUME DAMPER, BALANCING DAMPER
FLEX DUCT
FLEX CONNECTION
TURNING VANES
FIRE DAMPER, FIRE SMOKE DAMPER
HEATING COIL
THERMOSTAT (W/ INSULATED BASE)
S.L.
OF
FIC
E
PH
ON
E
ON
LIN
E
LIC
EN
SE
721 D
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DR
IVE
AN
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AG
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AK
99501
191 E
. S
WA
NS
ON
, S
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. 103
WA
SIL
LA
, A
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9654
907.5
22.1
042
JE
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ST
RO
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.CO
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TH
S
GREGORY JERNSTROM
ME 12971
R
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T E R E D P R O F NE S
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OI A L EN G
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R
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T FO
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ON
STR
UC
TION
SHEET NO:
REVISIONS:
DRAWING TITLE:
PROJECT:
CHECKED:
DRAWN:
DATE:
GJ
M101
LEGEND &SCHEDULES
2019-89
AB / AW
01/17/20
130
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36T
H A
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NU
E B
UIL
DIN
GIM
PR
OV
EM
EN
TS
AN
CH
OR
AG
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CO
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IN
LE
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HO
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65%
DE
SIG
N D
OC
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EN
TS
NOTES:
1. PROVIDE ASSE 1070 COMPLIANT POINT OF USE MIXING VALVE.
COMMENTS:
PIPE SIZES LISTED ARE THE REQUIRED SERVICE SIZE. THE ACTUAL CONNECTION SIZE SHALL BE AS REQUIRED BYTHE MANUFACTURER OF THE ITEM SUPPLIED.
PLUMBING FIXTURE SCHEDULE
FIXTURE ID DESCRIPTION CW HW W V COMMENTS / BASIS OF DESIGN
P-1A ADA WATER CLOSET 1/2" - 3" 2" FLOOR MOUNTED, TANK TYPE, BARRIER FREE
P-2A ADA LAVATORY 1/2" 1/2" 1-1/2" 1-1/2" WALL MOUNTED, SINGLE HANDLE FAUCET,BARRIER FREE, 1
P-3 CLOTHES WASHER BOX 1/2" 1/2" 2" 2" W/ WATER HAMMER ARRESTORS
P-8 MOP SINK 3/4" 3/4" 2" 2" FLOOR MOUNTED, FAUCET W/ VACUUM BREAKER
NOTES:
1. PROVIDE EXTERIOR WALL CAP WITH BACKDRAFT DAMPER AND BIRDSCREEN.2. CONTROLLED BY WALL MOUNTED ON/OFF SWITCH.3. BELT DRIVE UPLBAST CENTRIFUGAL ROOF EXHAUST FAN, UL 762 LISTED.
FAN SCHEDULE
EQ. ID SERVICE
FAN DATA ELECTRICAL BASIS OF DESIGN
NOTESCFMESP
(IN WC) TYPE RPM POWER AMPS VOLTAGE PHASE ECM VFDINTEGRAL
DISCONNECT MFR. MODEL
EF-1 RESTROOM EXHAUST 50 0.25 CEILING 1050 128 W 1.7 120 1 No No No GREENHECK SP-B150 1, 2
EF-2 RESTROOM EXHAUST 50 0.25 CEILING 1050 128 W 1.7 120 1 No No No GREENHECK SP-B150 1, 2
KEF-1 DISHWASHER TYPE II CONDENSING HOOD 450 0.75 UPBLAST 1391 1/4 HP 5.8 120 1 No No No GREENHECK CUBE-099 3
NOTES:
1. PROVIDE CONSTANT VOLUME, ASHRAE 90.1 LOW-LEAKAGE ECONOMIZER, AND POWER EXHAUST WITH BUILDING PRESSURE CONTROL.2. PROVIDE WITH DOWNTURN SUPPLY AND RETURN PLENUM, 24" H ROOFCURB, AND LOW AMBIENT CONTROLS.3. PROVIDE WITH INTEGRAL CIRCUIT BREAKER AND FIELD POWERED 115V GFCI OUTLET FOR EQUIPMENT MAINTENANCE.4. PROVIDE SMOKE DETECTOR IN RETURN AIR DUCTWORK.
ROOF TOP GAS/ELECTRIC AIR CONDITIONING UNIT SCHEDULE
EQ. ID AREA SERVED
NOMINALCOOLINGCAPACITY
(TONS) EERSUPPLY
CFMO/ACFM
ESP(IN W.C.)
ELECTRICAL DX COOLING COIL GAS HEATING BASIS OF DESIGN
NOTESPOWER MCA MOP VOLTAGE PHASE VFDINTEGRAL
DISCONNECT MBHT MBHS EAT LATAMB.TEMP
MBHIN
MBHOUT
TEMPRISE FILTERS MFR. MODEL
RTU-1 FIRST FLOOR 5 12.4 2000 450 1.00 1 HP 30 A 45 A 208 3 No Yes 61 45.8 80 °F 55 °F 85 °F 130 104 48 °F MERV 8 TRANE YHC060 1, 2, 3, 4
RTU-2 BASEMENT 3 12.4 1000 300 1.00 3/4 HP 21 A 30 A 208 3 No Yes 37 25.3 80 °F 55 °F 85 °F 120 96 48 °F MERV 8 TRANE YHC036 1, 2, 3
NOTES:
GREASE INTERCEPTOR SCHEDULE
EQ. IDCONNECTION
SIZEFLOW RATE
(GPM)GREASE CAPACITY
(LB)
BASIS OF DESIGN
NOTESMFR. MODEL
GI-1 3" 50 127 SCHIER GB2
NOTES:
1. DIFFUSER BACK PAN AND NECK SIZE AS SHOWN ON DRAWINGS.2. DIFFUSER BLOW PATTERN AS SHOWN ON DRAWINGS.3. ALL SUPPLY, RETURN, AND EXHAUST AIR DIFFUSERS TO BE PROVIDED WITH AN OPPOSED BLADE DAMPER OR VOLUME DAMPER FOR AIR BALANCING. LOCATE DAMPER QUADRANTS IN AN ACCESSIBLELOCATION FOR BALANCING.
AIR OUTLET SCHEDULE
TAG DESCRIPTIONAREA
SERVED FINISH USE
BASIS OF DESIGN
MFR. MODEL
A OMNI-DIRECTIONAL THREE CONE DIFFUSER, LAY-IN CEILING BORDER (FULL FACE) AS NOTED WHITE S/A TITUS TMS
B OMNI-DIRECTIONAL THREE CONE DIFFUSER, SURFACE MOUNT AS NOTED WHITE S/A TITUS TMS
C EGGCRATE GRILLE, LAY-IN CEILING BORDER (FULL FACE), 1/2'x1/2"x1/2" GRID AS NOTED WHITE R/A TITUS 50F
D STEEL RETURN GRILLE, SURFACE MOUNT, 3/4" BLADE SPACING, 35° DEFLECTION, BLADES PARALLEL TO LONG DIMENSION AS NOTED WHITE T/A TITUS 350RL
MECHANICAL SPECIFICATIONS MECHANICAL SPECIFICATIONS CONT'D MECHANICAL SPECIFICATIONS CONT'D
GENERAL PROVISIONS (DIVISION 21, 22, 23)
SCOPE OF WORK
THIS PROJECT IS GENERALLY DESCRIBED AS MODIFYING THE HEATING, VENTILATION, AIR CONDITIONING, PIPING, AND PLUMBING SYSTEMS TO THE YUMMY BAKERY FACILITY. IT INCLUDES THE ADDITION OF EQUIPMENT AND SYSTEMS TO SERVE THE HEATING, VENTILATION, AIR CONDITIONING, PIPING, AND PLUMBING FUNCTIONS IN THE FACILITY.
INTENT OF DRAWINGS AND SPECIFICATIONS
THE INTENT OF THE CONTRACT DOCUMENTS IS FOR THE CONTRACTOR TO INCLUDE ALL WORK NECESSARY FOR COMPLETE MECHANICAL SYSTEMS, TESTED AND READY FOR OPERATION. BY SUBMITTING A PROPOSAL, THE CONTRACTOR REPRESENTS THEY HAVE MADE A THOROUGH EXAMINATION OF THE SITE, OF THE WORK AND ALL EXISTING CONDITIONS AND LIMITATIONS, AND THEY HAVE DETERMINED THE DOCUMENTS ARE ADEQUATE AND SATISFACTORY FOR THE COMPLETION OF THE WORK.
MECHANICAL DRAWINGS DO NOT ATTEMPT TO SHOW ALL ASPECTS OF BUILDING CONSTRUCTION, WHICH WILL AFFECT THE INSTALLATION OF MECHANICAL SYSTEMS. THE MECHANICAL DRAWINGS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW ALL OFFSETS, FITTINGS AND ACCESSORIES THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION.
CODES AND STANDARDS
PROVIDE ALL WORK IN COMPLIANCE WITH APPLICABLE LOCAL CODES AND STANDARDS. APPLICABLE CODES AND STANDARDS SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING:1. 2012 UNIFORM PLUMBING CODE2. 2012 INTERNATIONAL MECHANICAL CODE3. 2012 INTERNATIONAL FUEL GAS CODE4. 2012 INTERNATIONAL FIRE CODE5. 2012 INTERNATIONAL BUILDING CODE6. 2012 INTERNATIONAL ENERGY CONSERVATION CODE7. REQUIREMENTS OF OSHA AND EPA8. NATIONAL FIRE PROTECTION ASSOCIATION CODES, LATEST EDITIONS9. ASME CODES FOR BOILER AND PRESSURE VESSELS, LATEST EDITIONS10. SMACNA HVAC DUCT CONSTRUCTION STANDARDS, LATEST EDITIONS11. ALL LOCAL AND STATE AMENDMENTS12. REQUIREMENTS OF ALL AGENCIES HAVING JURISDICTIONAL AUTHORITY OVER INSTALLATION
COORDINATION AND SCHEDULING
PROVIDE ALL ADMINISTRATIVE AND SUPERVISORY REQUIREMENTS FOR THE COORDINATION AND SCHEDULING OF THE WORK. THE MECHANICAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE WORK OF OTHER CONTRACTORS, SUBCONTRACTORS, SUPPLIERS AND THE OWNER.
REVIEW ALL PROJECT DRAWINGS INCLUDING, BUT NOT LIMITED TO, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL DRAWINGS.
PLAN AND EXECUTE WORK IN COOPERATION WITH ALL OTHER TRADES. EVERY REASONABLE EFFORT SHALL BE MADE TO PROVIDE ALL CONCERNED WITH TIMELY NOTICE OF WORK AFFECTING OTHER TRADES TO PREVENT CONFLICTS OR INTERFERENCE AS TO SPACE REQUIREMENTS, DIMENSIONS, OPENINGS, BLOCK-OUTS, SLEEVING OR OTHER MATTERS WHICH WILL CAUSE DELAYS OR NECESSITATE WORK-AROUND METHODS.
CONTRACTOR RESPONSIBILITY
THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN COMPLETE CONTROL OF THE CONSTRUCTED PROJECT, SUCH THAT THE COMPLETE PROJECT SHALL BE FREE OF DEFECTS AND IN CONFORMANCE WITH THE PROJECT DOCUMENTS.
THE CONTRACTOR SHALL UTILIZE PROCEDURES THAT ASSURE QUALITY CONSTRUCTION THROUGHOUT, WITH USE OF THE BEST INDUSTRY STANDARDS FOR THE SPECIFIC PROCESS USED. REMOVE AND REPLACE ANY WORK FOUND DEFECTIVE OR NOT COMPLYING WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS, AT NO ADDITIONAL COST TO THE OWNER.
WORKMANSHIP
ALL WORK TO BE DONE BY WORKMEN SKILLED IN AND REGULARLY EMPLOYED AT THAT TRADE.
PROVIDE ALL MATERIALS, PRODUCTS AND EQUIPMENT IN STRICT ACCORDANCE WITH ALL GOVERNING CODES AND ORDINANCES. THEY MUST BE OF FIRST QUALITY AND IN LINE WITH THE BEST CURRENT PRACTICES.
CUTTING AND PATCHING SHALL BE KEPT TO A MINIMUM. ALL PATCHING TO MATCH EXISTING FINISH WORK. DO NOT CUT STRUCTURAL MEMBERS.
CONTRACTOR SHALL FIELD VERIFY PRIOR TO BIDDING. VERIFY SPACE AVAILABILITY PRIOR TO FABRICATION AND INSTALLATION OF ANY WORK. VERIFY EXACT DISTANCES BETWEEN POINTS SHOWN ON DRAWINGS BY ACTUAL MEASUREMENT AT SITE.
REMOVE ALL WASTE MATERIALS AND RUBBISH FROM THE SITE, THOROUGHLY CLEAN ALL SURFACES OF WORK, AND LEAVE READY FOR OCCUPANCY BY THE OWNER. THE OWNER WILL VERIFY THE COMPLETION AND/OR CORRECTION OF THE ITEMS ABOVE.
SUBMITTALS
SUBMIT TECHNICAL DATA AND REQUIRED INFORMATION ON EQUIPMENT AND MATERIALS AS FOLLOWS:1. PRODUCT DATA: SUBMIT MANUFACTURER’S PRODUCT DATA FOR THE ITEMS LISTED IN THE INDIVIDUAL
SPECIFICATION SECTIONS. PRODUCT DATA SHALL DEMONSTRATE COMPLIANCE WITH ALL SPECIFIED FEATURES AND REQUIREMENTS.
2. REPORTS AND CERTIFICATES: INDICATE AND INTERPRET TEST RESULTS FOR COMPLIANCE WITH PERFORMANCE REQUIREMENTS. PROVIDE PERFORMANCE CERTIFICATES.
3. EQUIPMENT AND MATERIALS SEISMIC RESTRAINT: CONTRACTOR TO PROVIDE STRUCTURAL AND SEISMIC CALCULATIONS PLUS FASTENING DETAILS FOR ALL APPLICABLE EQUIPMENT AND MATERIALS TO INCLUDE ENGINEER’S STAMP AND SIGNATURE, FOR STRUCTURAL REVIEW ON A DEFERRED SUBMITTAL BASIS.
PERMITS, INSPECTIONS AND FEES
CONTRACTOR SHALL ARRANGE AND PAY FOR ALL PERMITS, FEES, AND INSPECTIONS REQUIRED IN CONNECTION WITH THIS INSTALLATION. THE CONTRACTOR SHALL PRESENT THE OWNER WITH PROPERLY SIGNED CERTIFICATES OF FINAL INSPECTION BEFORE THE WORK WILL BE ACCEPTED.
CONTRACTOR SHALL CALL FOR ALL INSPECTIONS BY LOCAL BUILDING OFFICIALS WHEN THEY BECOME DUE AND SHALL NOT COVER ANY WORK UNTIL APPROVED BY THESE GOVERNING AUTHORITIES.
CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH UTILITY COMPANIES FOR WATER, STEAM, GAS AND DRAINAGE SERVICES, ETC., ASSOCIATED WITH THE WORK AND INCLUDE REQUIRED PAYMENTS FOR METERS, PIPING, SERVICES, CONNECTION CHARGES AND MATERIALS FURNISHED AND INSTALLED BY UTILITY COMPANIES. WORK AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH RULES OF RESPECTIVE AUTHORITIES.
FINAL CHECKOUT AND PROJECT CLOSEOUT
THE OWNER HAS FULL AUTHORITY TO SEE THAT THE WORK IS PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
THE OWNER WILL REQUIRE A COMPLETE FINAL INSPECTION OF ALL PARTS OF THE WORK. WORK SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: PLUMBING, PIPING, EQUIPMENT, DUCTWORK, WIRING, AND FINISH WORK.
THE OWNER WILL REQUIRE A WRITTEN GUARANTY THAT ALL MATERIALS AND WORKMANSHIP THAT PROVE DEFECTIVE WITHIN ONE YEAR AFTER DATE OF ACCEPTANCE WILL BE REPLACED.
OPERATION AND MAINTENANCE MANUAL
INCLUDE WARRANTY CERTIFICATES FOR ALL EQUIPMENT WHERE EXTENDED WARRANTIES ARE EITHER OFFERED OR REQUIRED; PROVIDE SUPPLIER CONTACT INFORMATION.
22 00 00 COMMON WORK RESULTS FOR PLUMBING
PLUMBING EQUIPMENT SHALL BE PROVIDED IN CONFORMANCE WITH MECHANICAL DRAWING SCHEDULES. ANY SUBSTITUTIONS MUST BE AN APPROVED EQUAL.
PLUMBING ACCESSORIES INCLUDING VALVES, FITTINGS AND APPURTENANCES SHALL BE SELECTED FOR THE SPECIFIC SERVICE AND SYSTEM USED.
FIRESTOPPING: PENETRATIONS THROUGH FIRE-RATED ASSEMBLIES SHALL BE FIRE STOPPED WITH UL LISTED FIRESTOPPING SYSTEMS INSTALLED IN ACCORDANCE WITH UL LISTING FOR ASSEMBLY PENETRATION.
22 11 00 DOMESTIC WATER PIPING
DOMESTIC WATER PIPE: TYPE L HARD DRAWN COPPER TUBING, WROUGHT SOLDER TYPE FITTINGS, LEAD FREE SILVER SOLDER OR CROSS-LINKED POLYETHYLENE (PEX A) PIPE, FITTINGS, AND MANIFOLD SYSTEMS SUITABLE FOR DOMESTIC WATER SYSTEMS.
PIPE INSULATION: FIBERGLASS PIPE INSULATION WITH FACTORY APPLIED ALL-SERVICE JACKET; FACTORY PRE-MOLDED PVC FITTING AND VALVE COVERS. THERMAL CONDUCTIVITY K=0.24 AT 100°F MEAN TEMPERATURE. THICKNESS: 1.0-INCH. INSULATE EXPOSED WASTE, HOT WATER, AND COLD WATER LINES BELOW LAVATORIES AND SINKS NOTED AS “BARRIER FREE” WITH INSULATION KITS.
PLASTIC PIPE MARKERS: FACTORY FABRICATED, FLEXIBLE, SEMI-RIGID PLASTIC, PERFORMED TO FIT AROUND PIPE OR PIPE COVERING.
WATER HAMMER ARRESTORS: PROVIDE ASSE 1010 CERTIFIED WATER HAMMER ARRESTORS ON THE COLD AND HOT WATER PIPES SERVING EACH PLUMBING FIXTURE, SIZED AND INSTALLED PER PDI WH-201.
DIELECTRIC UNIONS: PROVIDE AT EACH JOINT BETWEEN DISSIMILAR-METALS.
TEST THE DOMESTIC WATER SYSTEMS AT 100 PSI WITH NO PRESSURE DROP OVER A FOUR-HOUR PERIOD, WITH SYSTEM STABILIZED AT DESIGN TEMPERATURE. OBSERVE SYSTEM FOR LEAKS, FAULTY CIRCULATION, EXPANSION AND CONTRACTION, AND REPAIR ANY DEFICIENCIES.
FLUSH AND STERILIZE THE DOMESTIC WATER SYSTEMS AS FOLLOWS: PRESSURE FLUSH THE DOMESTIC WATER PIPING SYSTEMS TO REMOVE PARTICULATE FROM THE SYSTEM. STERILIZE WITH CHLORINE TO OBTAIN 50 PPM FOR 24 HOURS; FLUSH WITH CLEAN WATER UNTIL RESIDUAL CHLORINE CONTENT IS LESS THAN 1.0 PPM. EXERCISE PROPER CARE DURING CLEANING AND FLUSHING OF SYSTEM TO ENSURE NO DAMAGE IS DONE TO ANY EQUIPMENT, VALVES, OR FITTINGS.
22 13 00 SANITARY WASTE AND VENT PIPING
SOIL/WASTE/VENT: CAST IRON WITH NO-HUB FITTINGS OR DWV ABS PIPE AND FITTINGS. DWV ABS CANNOT BE USED IN EXPOSED AREAS OR RETURN PLENUMS. MINIMUM SLOPE OF 1/4" PER FOOT UNLESS NOTED OTHERWISE FOR 4” AND LARGER PIPES.
TEST THE SOIL, WASTE, AND VENT SYSTEMS PER THE UPC.
23 00 00 COMMON WORK RESULTS FOR HVAC
HVAC EQUIPMENT SHALL BE PROVIDED IN CONFORMANCE WITH MECHANICAL DRAWING SCHEDULES. ANY SUBSTITUTIONS MUST BE AN APPROVED EQUAL.
HVAC ACCESSORIES INCLUDING DAMPERS, FITTINGS AND APPURTENANCES SHALL BE SELECTED FOR THE SPECIFIC SERVICE AND SYSTEM USED.
FIRESTOPPING: PENETRATIONS THROUGH FIRE-RATED ASSEMBLIES SHALL BE FIRE STOPPED WITH UL LISTED FIRESTOPPING SYSTEMS INSTALLED IN ACCORDANCE WITH UL LISTING FOR ASSEMBLY PENETRATION.
23 09 00 INSTRUMENTATION AND CONTROLS
PROVIDE A COMPLETE AUTOMATIC TEMPERATURE CONTROL SYSTEM TO PROVIDE THE EQUIPMENT CONTROL SEQUENCES. THE SYSTEM SHALL BE FULLY INTEGRATED AND INSTALLED AS A COMPLETE PACKAGE OF CONTROLS AND INSTRUMENTATION. THE SYSTEM SHALL INCLUDE, BUT NOT BE LIMITED TO, ALL COMPUTER SOFTWARE AND HARDWARE, OPERATOR INPUT/OUTPUT DEVICES, SENSORS AND CONTROLS REQUIRED FOR COMPLETE OPERATION.
ALL COMPONENTS USED WILL BE ONLY COMMERCIAL GRADE. PROVIDE ALL EQUIPMENT FOR A COMPLETE AND OPERATIONAL SYSTEM.
CONTROL WIRING: PROVIDE ELECTRIC WIRING AND WIRING CONNECTIONS REQUIRED FOR THE INSTALLATION OF THE CONTROL SYSTEM. COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE.
THE CONTROL CONTRACTOR SHALL WORK WITH AND COORDINATE WITH THE ENGINEER ON THE COMPONENTS, SEQUENCES OF OPERATIONS AND SYSTEM CAPABILITIES. SEE SEQUENCE OF OPERATIONS.
23 31 00 HVAC DUCTWORK
DUCTWORK: ALL DUCTWORK SHALL BE GALVANIZED STEEL, FABRICATED AND INSTALLED IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS, 2" W.G. PRESSURE CLASS FOR LOW PRESSURE SYSTEMS AND 4” W.G. FOR MEDIUM PRESSURE SYSTEMS. DUCT SEALER SHALL BE UL LABELED DUCT SEALER AS MANUFACTURED BY 3M COMPANY OR EQUAL. EXPOSED DUCT FITTINGS SHALL BE SEALED WITH HARD CAST DUCT SEALANT TAPE APPLIED IN A NEAT AND UNIFORM STYLE. HARD CAST TAPE SHALL BE SUITABLE FOR PAINTING (PAINTING BY OTHERS). DUCT FITTINGS SHALL BE FABRICATED IN ACCORDANCE WITH SMACNA STANDARDS. DUCT RUNS SHALL COORDINATE WITH WALLS, SUSPENDED CEILINGS, LIGHT FIXTURES, ROOF TRUSSES AND SIMILAR FINISHED WORK. DUCT OPENING SHALL BE COVERED DURING CONSTRUCTION TO PREVENT ENTRANCE OF DUST AND DEBRIS.
DUCT INSULATION: ALL DUCTWORK BACK 10 FT. FROM THE EXTERIOR DISCHARGE, SHALL BE INSULATED WITH A COMMERCIAL GRADE, GLASS FIBER, REINFORCED FOIL FACED DUCT WRAP INSULATION SIMILAR TO OWENS-CORNING TYPE 150, 2” NOMINAL THICKNESS, 1.5# DENSITY, OR APPROVED EQUAL. INSULATION SHALL BE APPLIED TO COVER ALL EXTERIOR SURFACES OF DUCTWORK AND SEALED TIGHTLY TO PREVENT LEAKAGE.
DUCT LINING: INTERNALLY LINE DUCTWORK DROPS FROM ROOFTOP UNITS AND ENDING WHERE SHOWN ON THE DRAWINGS. DUCT LINING SHALL BE 1" THICK RIGID GLASS FIBER TYPE SUITABLE FOR INTERIOR DUCT APPLICATION. INSULATION SHALL BE ADHERED TO ALL INTERIOR SURFACES OF DUCTS WITH 100% COVERAGE OF FIRE-RETARDANT ADHESIVE, UL LISTED AND LABELED AND MECHANICALLY FASTENED IN ACCORDANCE WITH SMACNA DUCT LINER APPLICATION STANDARD. MANUFACTURED BY OWENS-CORNING FIBERGLASS, JOHN-MANVILLE, OR AN APPROVED EQUAL.
DRYER EXHAUST DUCT: FABRICATE DRYER EXHAUST DUCTS WITH ALUMINUM SHEET WITH SEAMLESS JOINTS ACCORDING TO SMACNA "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE".
FLEXIBLE DUCT: FIBERGLASS SCRIM REINFORCED ALUMINIZED POLYESTER FILM VAPOR BARRIER WITH R-4.2 (1 1/2") MINIMUM DENSITY FIBERGLASS BLANKET. DO NOT INSTALL IN LENGTHS LONGER THAN 5'-0".
ADDITIONAL METHODS
COORDINATE ALL NEW WORK WITH THE CONDUITS, LIGHTS, HANGERS, STRUCTURAL MEMBERS AND OTHER TRADES.
SUBMIT PROJECT DATA, WARRANTIES, AND O&M DATA FOR REVIEW.
SEE SCHEDULES FOR EQUIPMENT REQUIREMENTS AND SPECIFICATIONS.
INSTALL ALL EQUIPMENT ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. INSTALL ONLY PRODUCTS SPECIFICALLY DESIGNED AND APPROVED FOR THE TYPE OF OPERATION OR SERVICE.
BALANCING & STARTUP
AN INDEPENDENT AIR BALANCING COMPANY WILL PERFORM THE AIR BALANCING OF THE COMPLETE HEATING AND HVAC SYSTEMS PER THE SMACNA BALANCING AND ADJUSTMENT MANUAL. ADJUST AIR QUANTITIES TO WITHIN 5% OF THE DESIGN VALUES.
COMPLETE AND SUBMIT THE FINAL TESTING AND BALANCING REPORT BEFORE THE PROJECT IS COMPLETE.
SEQUENCES OF OPERATION
AIR SYSTEMS
1. ROOFTOP AIR CONDITIONING UNIT (RTU-1, RTU-2): THE UNIT SUPPLIED CONTROL SYSTEM CONTROLS THE OPERATION OF THE COMPRESSOR, EVAPORATOR, HEAT PUMP, FAN, CONDENSING UNIT, AND GAS HEATER. A WALL-MOUNTED 7-DAY TIME CLOCK AND THERMOSTAT (SUPPLIED WITH THE UNIT) CYCLES THE UNIT COMPONENTS TO MAINTAIN THE SELECTED SPACE TEMPERATURE. THE UNIT SUPPLIED INTELLIGENT EQUIPMENT CONTROL PACKAGE (IE) CAN MONITOR AND CONTROL THESE UNITS REMOTELY. RTU-1 SHALL BE PROVIDED WITH A SMOKE DETECTOR IN THE FAN RETURN AIR DUCT WIRED TO SHUTDOWN THE FAN ON DETECTOR ACTIVATION; PROVIDE ALARM AT THE FIRE ALARM PANEL (BY DIV16).
2. EXHAUST FANS (EF-1, EF-2): FAN SHALL BE CONTROLLED BY A WALL MOUNTED ON / OFF SWITCH.
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C
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PREP AREA
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8"øA
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200 CFM
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200 CFM
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100 CFM
6"øA
100 CFM
6"øA
100 CFM
6"øA
100 CFM
8"x6" S/A6"ø S/A
6"ø S/A34"x6" S/A
14"x14" S/A UP
R/A
44"x20"C
T/A
12"x10"D
T/A
18"x14"D
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REVISIONS:
DRAWING TITLE:
PROJECT:
CHECKED:
DRAWN:
DATE:
GJ
M501
BASEMENT HVACPLAN - RENOVATION
2019-89
AB / AW
01/17/20
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B
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A
A
C
C
STORAGE
208
PREP
204
PREP
205
WORK AREA
209
TOILET
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PUBLIC SALES
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STORAGE
206
EF-1
16"x16" S/A24"x16" S/A
REUSE EXISTING WALL PENETRATION AND PATCH OTHER TO MATCH EXISTING
11"x11" E/A
8"øA
300 CFM
8"øA
300 CFM
8"øA
300 CFM
8"øA
300 CFM
8"øA
300 CFM
6"øB
100 CFM8"øA
200 CFM
8"øA
200 CFM
R/A
20"x20"C
R/A
20"x20"C
R/A
20"x20"C
R/A
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SHEET NO:
REVISIONS:
DRAWING TITLE:
PROJECT:
CHECKED:
DRAWN:
DATE:
GJ
M502
FIRST FLOOR HVACPLAN - RENOVATION
2019-89
AB / AW
01/17/20
130
0 W
36T
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FIRST FLOOR HVAC PLAN - RENOVATION
2 2
1 1
B
B
A
A
C
C
RTU-1 RTU-2
(E) MAKEUP AIR UNIT
(E) EXHAUST FAN
(E) EXHAUST FAN
SERVICE CLEARANCE
CENTER OF RTU MUST BE WITHIN 10'-6" OF EXTERIOR WALL EDGE (TYP)
KEF-1
1 1/2" G DN TO METER
1" G
1" G
1 1/2" G
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SHEET NO:
REVISIONS:
DRAWING TITLE:
PROJECT:
CHECKED:
DRAWN:
DATE:
GJ
M503
ROOF PLAN -RENOVATION
2019-89
AB / AW
01/17/20
130
0 W
36T
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CLEANOUT (TYP)
GI-1
CONNECT VENTS MIN. 6" ABOVE OVERFLOW LEVEL OF HIGHEST FIXTURE
FLOW CONTROL DEVICE W/ INTEGRAL CLEANOUT
2" V
2" V 2" V
2" V
2" W UP TO 3-COMP SINK
3" W
3" W
3" W
3" W
MAINTAIN REQUIRED SERVICE CLEARANCE
FLOOR DRAIN
2" V
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SHEET NO:
REVISIONS:
DRAWING TITLE:
PROJECT:
CHECKED:
DRAWN:
DATE:
GJ
M601
DETAILS &SCHEMATICS
2019-89
AB / AW
01/17/20
130
0 W
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GREASE INTERCEPTOR PIPING SCHEMATIC
ELECTRICAL LEGENDPC PHOTOCELL CONTROL
LUMINAIRE - TYPE AS NOTED ON PLAN.
LUMINAIRE - WALL MOUNTED: TYPE AS NOTED ON PLAN
EMERGENCY LIGHTING UNIT (WALL; CEILING; REMOTE HEAD)
EXIT SIGN SHADE DENOTES FACE; ARROWS AS INDICATED
COMBINATION EMERGENCY LIGHTING UNIT/EXIT SIGN, SHADE DENOTES FACE
SWITCH - SINGLE POLE, SINGLE THROW, UON
X SWITCH - SEE SWITCH LEGEND FOR TYPE
METERING DEVICE
POWER PANELBOARD
MOTOR CONNECTION
COMBINATION BATHROOM FAN/LIGHT
FUSED SAFETY SWITCH / DISCONNECT
J J J JUNCTION BOX OR EQUIPMENT CONNECTION (CEILING; WALL; FLOOR)
DUPLEX RECEPTACLE
DOUBLE DUPLEX RECEPTACLE
DUPLEX RECEPTACLE - GFCI PROTECTED
DUPLEX RECEPTACLE - GFCI PROTECTED, WEATHERPROOF, +24" UON
DOUBLE DUPLEX RECEPTACLE - GFCI PROTECTED
DUPLEX RECEPTACLE - PROTECTED BY GFCI CIRCUIT BREAKER IN PANEL
SPECIAL RECEPTACLE - VERIFY NEMA CONFIGURATION (WALL; CEILING)
TELECOMMUNICATION OUTLET
DUCT SMOKE DETECTOR
FIRE ALARM COMBINATION HORN/STROBE (WALL; CEILING)
SWITCH LEGEND3 (THREE WAY); 4 (FOUR WAY); L (LOW VOLTAGE); D (DIMMER); K (KEYED); P (PILOT LIGHT); V (VARIABLE SPEED CONTROL); VS (VACANCY SENSOR); DV (DIMING VACANCY SENSOR); OS (OCCUPANCY SENSOR); TM (TIMER); T (INTEGRAL MOTOR OVERLOAD)
DENOTES AVAILABLE FAULT CURRENT
LINETYPE/LINEWEIGHT DENOTING DEMO WORK
LINETYPE/LINEWEIGHT DENOTING NEW WORK
LINETYPE/LINEWEIGHT DENOTING EXISTING WORK TO REMAIN
LINETYPE/LINEWEIGHT DENOTING FUTURE WORK
XXXX
LINETYPE/LINEWEIGHT DENOTING CONTROL WIRING
LINETYPE/LINEWEIGHT DENOTING BELOW GRADE CONDUIT
EQUIPMENT TAG LEGEND
2H-15aA3(#)
a
(#) DENOTES TYPICAL
PANELLOWER CASE LETTER DENOTESSWITCH LEG FOR CORRESPONDINGLUMINAIRE CONTROL
LUMINAIRES
CONTROLSWITCHES
LUMINAIRE TYPE (UNDERLINED)
UPPERCASE LETTER OR NUMBERDENOTES SWITCH CONFIGURATION
EQUIPMENT ID (UNDERLINED)EQUIPMENTCONNECTIONS TYPICAL EQUIPMENT
AHU-1
A-1,3,5
PANELCIRCUIT NUMBER(S)
RECEPTACLESNEMA CONFIGURATION FOR SPECIALRECEPTACLES
MOUNTING HEIGHT (SEE NOTE 1)PANEL
L5-20R
+48"CIRCUIT NUMBER(S)2L-1,3
3
NOTE 1: DIMENSIONS (WHEN GIVEN ARE AFF). 'C' OR TRIANGLE DENOTES 4" ABOVE COUNTER/BACKSPLASH OR ADJACENT COUNTER/SINK (COORDINATE WITH ARCHITECTURE). THIS APPLIES TO ALL ELECTRICAL DEVICES.
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ELECTRICAL SHEET LISTNUM SHEET TITLEE001 LEGENDE101 DEMOLITION PLAN - BASEMENTE102 DEMOLITION PLAN - LEVEL 1E201 LIGHTING PLAN - BASEMENTE202 LIGHTING PLAN - LEVEL 1E301 POWER AND SIGNAL PLAN - BASEMENTE302 POWER AND SIGNAL PLAN - LEVEL 1E401 ONE-LINE DIAGRAMS, DETAILS, AND SCHEDULES
TOTAL SHEETS: 8
MOA PLAN REVIEW PROJECT SUMMARYRENOVATION TO EXISTING BUILDING PROVIDING NEW LIGHTING, RECEPTACLES AND EQUIPMENT CONNECTIONS CONNECTING TO EXISTING ELECTRICAL SYSTEM.
INDUSTRY STANDARD ABBREVIATIONS SHALL ALSO BE APPLICABLE.ABBREVIATIONS
(#) DENOTES TYPICAL IN LIGHT FIXTURE TYPES(D) DEMOLISH(E) EXISTING(R) RELOCATED
AFCI ARC FAULT CIRCUIT INTERRUPTERAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEAL ALUMINUMBJ BONDING JUMPERCB CIRCUIT BREAKER
CO, C.O. CONDUIT ONLYCT CURRENT TRANSFORMERCU COPPER
DFACU DEDICATED FIRE ALARM CONTROL UNITEGC EQUIPMENT GROUNDING CONDUCTORFAA FIRE ALARM ANNUCIATOR
FACP FIRE ALARM CONTROL PANELFACU FIRE ALARM CONTROL UNITFHP FRACTIONAL HORSEPOWERFLA FULL LOAD AMPSFSD FIRE SMOKE DAMPER
G, GFCI GROUND FAULT CIRCUIT INTERRUPTERGEC GROUNDING ELECTRODE CONDUCTORGES GROUNDING ELECTRODE SYSTEM
GFEP GROUND FAULT EQUIPMENT PROTECTIONMCA MINIMUM CIRCUIT AMPACITYMFS MAXIMUM FUSE SIZENC NORMALLY CLOSEDNIC NOT IN CONTRACT (NOT IN SCOPE)NO NORMALLY OPENP POLES
PC PHOTO CELLPH, Ø PHASEPNL PANELRIB RELAY IN A BOX (MOTOR RATED)
SCCR SHORT CIRCUIT CURRENT RATINGSE SERVICE ENTRANCE RATED
SSBJ SUPPLY SIDE BONDING JUMPERSSEBJ SUPPLY SIDE EQUIPMENT BONDING JUMPER
TGB TELECOMMUNICATION GROUNDING BUSBARTMGB TELECOMMUNICATION MAIN GROUNDING BUSBARTYP TYPICALUON UNLESS OTHERWISE NOTEDVFD VARIABLE FREQUENCY DRIVEW WATTS OR WIRE
WG WIRE GUARDWP WEATHERPROOF
XFMR TRANSFORMER
MOUNTING HEIGHT SCHEDULEEQUIPMENT HEIGHT
PANELBOARDS (TOP) 72"SPECIAL SYSTEM PANELS (TOP) 72"POWER METER BASE (CENTER LINE OF SOCKET) PER UTILITYCONTACTORS, MOTOR STARTERS, DISCONNECT (TOP) 66"REC IN OFFICE AREAS 18"REC LOCATED IN HAZARDOUS OR S-2 OCCUPANCIES 24" MINIMUMREC IN NON-FINISHED AND MECHANICAL SPACES 46"WALL MOUNTED SWITCHES 46"TELECOMMUNICATION OUTLETS 18"INDICATING DEVICES (BOTTOM) 80"PULL STATIONS, PUSH BUTTONS 46"
"X" = PROVIDE SUBMITTALELECTRICAL SPECIFICATIONS
X 27 15 00 - TELECOMMUNICATION OUTLET: DEVICE PLATES SHALL BE SINGLE GANG PLASTICFACEPLATE WITH OPENINGS FOR 4 COUPLERS MINIMUM AND FINISH/COLOR TO MATCHRECEPTACLE COLOR. PROVIDE RJ45 TYPE COUPLERS, QUANTITY AS NOTED ON DRAWINGS.BLANK OFF UNUSED COUPLER OPENINGS IN DEVICE PLATE. HORIZONTAL CABLING TO BECATEGORY 6, PLENUM RATED, COLOR CODED, 4 UNSHIELDED TWISTED PAIRS WITH 24 AWGINSULATED SOLID COPPER CONDUCTORS TERMINATED ON CAT 6 RATED PATCH PANEL ATNEAREST EQUIPMENT RACK. PERFORM AND DOCUMENT TESTING ACCORDING TO EIA/TIA.IDENTIFICATION: PROVIDE EQUIPMENT AND CABLE LABELING PER EIA/TIA 606 STANDARDS.LABEL EACH END OF CABLE AND DEVICE PLATE PORT WITH UNIQUE PORT NUMBERCORRESPONDING TO PATCH PANEL/PORT NUMBER TO WHICH IT IS CONNECTED.
X 28 31 14 - DUCT DETECTOR AND REMOTE TEST/ MONITOR: PROVIDE DUCT SMOKE DETECTORAND REMOTE TEST MONITOR STATION COMPATIBLE WITH THE DUCT DETECTOR FOR EACH AIRHANDLER OVER 2000 CFM AND EACH SMOKE FIRE DAMPER. DUCT DETECTOR TO INTERLOCKWITH ASSOCIATED EQUIPMENT TO SHUT DOWN UNIT AND CLOSE DAMPERS UPON ALARM.DAMPERS TO OPEN AND CLOSE WITH UNIT OPERATION. SYSTEM TO BE PROVIDED INACCORDANCE WITH NFPA 72 AND MECHANICAL CODE REQUIREMENTS.
"X" = PROVIDE SUBMITTALELECTRICAL SPECIFICATIONS
26 05 33 – RIGID METAL CONDUIT (RMC): ANSI C80.1, UL 6. WITH BUSHINGS AT ALLTERMINATIONS. FITTINGS: GALVANIZED MALLEABLE IRON WITH THREADED HUBS FOR ALLCONDUIT ENTRIES AND COUPLINGS. SET SCREW OR RUNNING THREAD FITTINGS ARE NOTPERMITTED. USES: BELOW GRADE, IN CONCRETE, STUB UPS, CONCEALED, EXPOSED, WHEREEXPOSED TO PHYSICAL DAMAGE, ROUTED ON BUILDING ROOF, SERVICE RISERS, OR WITHIN10FT OF RACEWAY ROUTED INTO FIXED FOUNDATIONS SUCH AS LIGHT POLE BASE ORSTRUCTURE.
26 05 34 - ELECTRICAL METALLIC TUBING (EMT): ANSI C80.3, UL 797; GALVANIZED STEELTUBING. FITTINGS: NEMA FB 1; GALVANIZED STEEL OR MALLEABLE IRON SET SCREW ORCOMPRESSION. DIE CAST OR PRESSURE CAST FITTINGS OR LOCKNUTS ARE NOT PERMITTED.USES: CONCEALED OR EXPOSED WHERE NOT SUBJECT TO PHYSICAL DAMAGE.
26 05 35 - FLEXIBLE METAL CONDUIT (FMC): GALVANIZED OR ZINC COATED FLEXIBLE STEELCONSTRUCTION. FMC FITTINGS: GALVANIZED MALLEABLE IRON OR STEEL WITH INSULATEDTHROATS. USES: CONNECTIONS TO MOTORS, TRANSFORMERS, AND OTHER MOVABLE ORVIBRATING EQUIPMENT.
26 05 36 - WET RATED: LIQUIDTIGHT FLEXIBLE CONDUIT (LTMC), RMC OR IMC. FITTINGS:GASKETED AND WET RATED BOXES. EMT WET RATED GLAND COMPRESSION CONNECTORSAND COUPLINGS. USES: EXTERIOR, WET, EQUIPMENT IN ELEVATOR PITS.
26 05 40 - BOXES: PROVIDE PULL AND JUNCTION BOXES AS REQUIRED PER NECREQUIREMENTS RATED FOR THE ENVIRONMENT INSTALLED. BRANCH CIRCUIT JUNCTIONBOXES TO BE ELECTRO-GALVANIZED, 4" SQUARE BY 1 1/2" DEEP MINIMUM FOR USE ININTERIOR AREAS. PROVIDE 4 11/16" SQUARE BY 2 1/8" DEEP OUTLET BOXES FOR ALL VOICEAND DATA OUTLETS. DO NOT INSTALL BOXES BACK-TO-BACK IN WALLS. PROVIDE SEPARATIONTO MINIMIZE SOUND TRANSFER. PROVIDE FIRE RATED PADS TO COVER EACH BOX IN FIRERATED WALLS WHERE NECESSARY TO MAINTAIN FIRE WALL RATING.
26 05 53 - IDENTIFICATION FOR ELECTRICAL SYSTEMS: PROVIDE PRINTED LABELS TO IDENTIFYALL ELECTRICAL PANELBOARDS, DISCONNECTS, CONTROL EQUIPMENT, POWER OUTLETS ANDWALL SWITCHES. LETTER HEIGHTS SHALL BE 1/4 INCH FOR EQUIPMENT AND 1/8 INCH ONRECEPTACLES AND WALL SWITCHES. RECEPTACLE AND SWITCH NAME PLATES SHALLINCLUDE PANELBOARD NAME AND CIRCUIT NUMBER. LABEL EACH CONDUCTOR AT EACHTERMINATION OR INTERCONNECTION OF WIRING IN PANEL BOARDS, GUTTERS, PULL BOXES,OUTLETS AND LOAD CONNECTIONS. LABEL SHALL DENOTE PANEL NAME AND CIRCUITNUMBER. COLOR CODE PHASE CONDUCTORS PER CONDUCTOR SPECIFICATION. PROVIDEARC FLASH WARNING LABELS ON ALL ELECTRICAL EQUIPMENT REQUIRED BY NEC SUCH ASPANELBOARDS, CONTROLS PANELS ETC. COLOR CODE FIRE ALARM RACEWAY, BOXES, ANDCABLING WITH RED.
X 26 09 24 - PHOTOCELL: ENCLOSED IN A WEATHER TIGHT ENCLOSURE WITH THREADED NIPPLE.THE ENCLOSURE SHALL BE SUITABLE FOR MOUNTING IN ANY POSITION WITH AN ADJUSTMENTSHIELD TO PERMIT ADJUSTMENT TO TURN-ON LIGHT LEVEL REQUIREMENTS.
26 27 26 - WIRING DEVICES: DEVICE AND DEVICE PLATES: COORDINATE COLOR WITH OWNER.FINISHED AREAS - FLUSH SMOOTH PLASTIC WITH MATCHING SCREWS. UNFINISHED AREAS -RAISED GALVANIZED STEEL. EXTERIOR AREAS - DIE CAST METAL, POWDER COAT FINISH,GASKETED, EXTRA DUTY RATED.
26 27 27 - RECEPTACLES: SIMPLEX OR DUPLEX (AS DENOTED ON THE PLANS) COMMERCIALGRADE, 2 POLE, 3 WIRE, 120V, 20 AMP STRAIGHT BLADE, UON, UL LISTED, SMOOTH NYLONFACE, BACK AND SIDE WIRED. INSTALL RECEPTACLES VERTICALLY WITH GROUNDING POLEON BOTTOM UNLESS NOTED OTHERWISE.
26 27 28 - GFCI RECEPTACLES: DUPLEX WITH CLASS 3 INTEGRAL GROUND FAULT CURRENTINTERRUPTER (GFCI). THE GFCI SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION ORPROVIDE GFCI BREAKER IN PANEL. EXTERIOR OR WET LOCATIONS SHALL BE WEATHERRESISTANT MARKED "WR" ON THE FACE.
26 27 30 - TAMPER-RESISTANT: LISTED TAMPER-RESISTANT 120V, 15 AMP. DEDICATEDCIRCUITS - 20 AMP. REQUIRED FOR ALL RECEPTACLES LESS THAN 5-1/2 FT AFF IN THEFOLLOWING LOCATIONS: DWELLING UNITS; GUEST ROOMS/SUITES OF HOTELS/MOTELS; CHILDCARE FACILITIES; PRESCHOOLS AND ELEMENTARY EDUCATION FACILITIES; BUSINESSOFFICES, CORRIDORS, WAITING ROOMS IN CLINICS, MEDICAL/DENTAL OFFICES, ANDOUTPATIENT FACILITIES; ASSEMBLY OCCUPANCIES TO INCLUDE PLACES OF WAITINGTRANSPORTATION, GYMNASIUMS, SKATING RINKS, AND AUDITORIUMS; DORMITORIES.
26 27 35 - SWITCHES: 20 AMP, 120/277V AC, BACK AND SIDE WIRED CONFIGURED AS INDICATEDON THE DRAWINGS. PROVIDE NEUTRAL (GROUNDED CONDUCTOR) IN ALL SWITCH BOXES FOREACH SWITCHED CIRCUIT TO ALLOW FUTURE TECHNOLOGIES TO BE INSTALLED WHICHREQUIRE NEUTRAL CONDUCTOR.
26 27 42 - MOTOR RATED SWITCH: MANUAL FRACTIONAL HORSEPOWER RATED SWITCH RATEDFOR VOLTAGE, PHASE AND HORSEPOWER AS DENOTED ON THE PLANS. SWITCH TO INCLUDEOVERLOADS WHERE NOT INCLUDED INTEGRAL TO THE MOTOR.
X 26 28 03 - FUSES: PROVIDE RK-5, RK-1, J OR SIMILAR CURRENT LIMITING FUSES FOR EACHFUSED DISCONNECT. PROVIDE DISCONNECT CONFIGURED TO REJECT NON-CURRENTLIMITING STYLE FUSES WHERE THE FUSE IS USED AS PART OF A SERIES RATED SYSTEM FORDOWNSTREAM EQUIPMENT OR IS PART OF AN ENGINEERED SERIES RATED SYSTEM DENOTEDON THE PLANS. WHERE CURRENT LIMITING FUSES ARE INSTALLED AS PART OF A SERIESRATING, CURRENT LIMITING MITIGATION SYSTEM, OR ENGINEERED SERIES RATED SYSTEM;PROVIDE WARNING PLACARD ON DISCONNECT WHERE FUSES ARE LOCATED.
X 26 28 04 - FAULT CURRENT MITIGATION: WHERE EQUIPMENT IS LISTED IN A FAULT CURRENTMITIGATION SCHEDULE ON THE PLANS, PROVIDE SPECIFIC CURRENT LIMITING FAST ACTINGFUSES THAT LIMIT THE LET-THROUGH CURRENT TO LESS THAN THE SCCR OF THE EQUIPMENT.WHERE THE SPECIFIC EQUIPMENT RATING IS NOT KNOWN, PROVIDE CURRENT LIMITING TO5,000 AMPS OR LESS.
X 26 28 16 - DISCONNECT SWITCHES: PROVIDE DISCONNECTS FOR EQUIPMENT AS REQUIRED BYNEC. HORSEPOWER RATED FOR MOTORS, DEFEATABLE DOOR INTERLOCK TO PREVENT DOOROPENING WHEN IN THE ON POSITION, GROUND BUS, AND PAD LOCKABLE IN THE OFFPOSITION. PROVIDE SOLID NEUTRAL KIT WHERE NEUTRAL IS REQUIRED. FRACTIONALHORSEPOWER MOTORS CAN USE MOTOR RATED SNAP SWITCHES.
X 26 51 00 - LUMINAIRES: PROVIDE AND INSTALL ALL LIGHTING EQUIPMENT AS SHOWN ON THEDRAWINGS AND DESCRIBED IN THE LUMINAIRE SCHEDULE. BALLASTS SHALL BE SOUNDRATED A. EXTERIOR FIXTURES SHALL BE RATED FOR OPERATION AT LEAST -20 DEG F.PROVIDE LED FIXTURES WITH LONG-LIFE LED'S, COUPLED WITH HIGH EFFICIENCY DRIVERS,L80 PERFORMANCE FOR 50,000 HOURS. DIMMING BALLASTS SHALL BE 0-10V, FLICKER-FREE,LOW INRUSH, 89% EFFICIENT MINIMUM AND LOW EMI.
"X" = PROVIDE SUBMITTALELECTRICAL SPECIFICATIONS
26 00 00 - GENERAL REQUIREMENTS: ALL ELECTRICAL WORK SHALL BE INSTALLED INACCORDANCE WITH ALL REQUIREMENTS OF THE LATEST EDITION OF THE NATIONAL ELECTRICCODE (NEC), STATE, MUNICIPAL, FEDERAL LAWS, AND AMENDMENTS GOVERNING THEPROJECT. ALL WORK SHALL BE PERFORMED UNDER THE SUPERVISION OF A CERTIFIEDADMINISTRATOR JOURNEYMAN ELECTRICIAN. ALL ELECTRICAL EQUIPMENT SHALL BE NEWCOMMERCIAL GRADE AND INCLUDE THE SEAL OF A NATIONALLY RECOGNIZED TESTINGLABORATORY FOR THE PURPOSE FOR WHICH IT IS INSTALLED.CONTRACTOR SHALL SUBMITREQUEST FOR SUBSTITUTION IN WRITING TO THE ENGINEER. THE CONTRACTOR SHALLOBTAIN ALL REQUIRED CONSTRUCTION PERMITS AND PAY ALL ASSOCIATED FEES.
26 00 00.1 - WORKING CLEARANCES: THE CONTRACTOR IS REQUIRED TO COORDINATE THEMINIMUM WORKING CLEARANCES AND DEDICATED EQUIPMENT REQUIRED BY THE NEC 110.26.THE CONTRACTOR IS REQUIRED TO COORDINATE WITH ALL SUBCONTRACTORS SO THATENCROACHMENTS INTO THE RESTRICTED SPACE ARE PREVENTED.
26 00 00.2 - PLENUM RATING: ALL CABLING, RACEWAYS, CABLE TIES AND COMPONENTSLOCATED IN CEILING SPACES THAT ARE PLENUMS SHALL BE PLENUM RATED.
26 00 00.3 - FIRE RATING: ALL ELECTRICAL PENETRATIONS THROUGH FIRE RATED BARRIERSSHALL BE SEALED IN ACCORDANCE WITH NEC ARTICLE 300.21. PROVIDE FIRE PUTTY AT ALLBOXES IN FIRE RATED WALLS. CONTRACTOR TO PROVIDE SUBMITTAL OF ALL FIRE RATINGSYSTEMS TO BE USED. VAPOR BARRIERS: SEAL ALL VAPOR BARRIER PENETRATIONS TOMAINTAIN SYSTEM INTEGRITY.
26 00 00.4 - ACCESS PANELS: PROVIDE ACCESS PANELS FOR ALL LOCATIONS NECESSARY TOACCESS ELECTRICAL EQUIPMENT AND JUNCTION BOXES. ACCESS PANELS SHALL BE FIRERATED EQUAL TO OR EXCEEDING THE ADJACENT WALL OR CEILING CONSTRUCTION ANDPAINTED TO MATCH.
26 00 00.5 - REMODEL: EXISTING/REMODEL WORK THAT CANNOT BE CONCEALED DUE TOEXISTING SOLID CORE OR CONCRETE CONSTRUCTION SHALL BE INSTALLED USING WIREMOLDSURFACE MOUNTED RACEWAY AND BOXES IN FINISHED AREAS AND EXPOSED CONDUIT INNON-FINISHED AREAS. PROVIDE TEMPORARY POWER AND LIGHTING FOR ALL AREAS OF THEBUILDING DURING THE RENOVATION. DEMOLISH ALL ABANDONED SPECIAL SYSTEM CABLESAND POWER WIRING BACK TO SOURCE. UPDATE ALL PANEL SCHEDULES TO REFLECTCURRENT CIRCUIT DESCRIPTIONS.
26 01 10 - SUBMITTALS: PROVIDE MATERIAL AND EQUIPMENT SUBMITTAL FOR EACHSPECIFICATION SECTION DENOTED AS REQUIRED AT MINIMUM. SUBMITTALS SHALL BESUBMITTED ELECTRONICALLY IN PDF FORMAT (UNLESS HARD COPY IS REQUIRED BY OTHERCONTRACT APPLYING TO THE ENTIRE PROJECT). SUBMIT ALL REQUIRED SECTIONS IN ASINGLE SUBMITTAL OR BROKEN INTO NO MORE THAN THE FOLLOWING SEPARATE SECTIONS:“LIGHTING”, “EQUIPMENT”, “WIRING/DEVICES”, AND “SPECIAL SYSTEMS”. ORGANIZE SUBMITTALAND/OR EACH SECTION BY SPECIFICATION NUMBER FOLLOWED BY ANY MAJOR EQUIPMENTREFERENCE ON THE DRAWINGS WITH ALL OPTIONS AND SELECTIONS HIGHLIGHTED TODENOTE THE SPECIFIC EQUIPMENT PROPOSED. SUBMITTAL REVIEW IS FOR GENERAL DESIGNAND CONFIGURATION AND DOES NOT RELIEVE THE CONTRACTOR FROM PROVIDING ACOMPLETE OPERATIONAL SYSTEM COMPLIANT WITH THE REQUIREMENTS OF THE CONTRACTDOCUMENTS.
26 01 21 - RECORD DRAWINGS: MARK UP A SET OF DRAWINGS (REDLINES) SHOWING ALLELECTRICAL WORK. SHOW DIAGRAMMATIC ROUTING, SIZING AND CIRCUIT REVISIONS TO THECONTRACT PLANS. RECORD DRAWINGS SHALL BE KEPT ON SITE AVAILABLE FOR REVIEWDURING THE ENTIRE CONSTRUCTION PERIOD. SUBMIT FINAL REDLINE SET FOR APPROVALPRIOR TO FINAL INSPECTION.
26 01 22 - WARRANTY: THE CONTRACTOR SHALL GUARANTEE ALL WORK EXECUTED UNDERTHIS CONTRACT TO BE FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP FOR APERIOD OF ONE YEAR FROM SUBSTANTIAL COMPLETION. ANY FAULTY MATERIALS ORWORKMANSHIP SHALL BE REPAIRED DURING THE GUARANTEE PERIOD AT NO ADDITIONALCOST TO THE OWNER.
26 05 15 - POWER CONDUCTORS: ALL POWER CONDUCTORS SHALL BE THHN 90 DEGREE CINSULATED COPPER UNLESS NOTED OTHERWISE. CONDUCTORS INSTALLED WHILE AMBIENTTEMPERATURE IS LESS THAN -7C (20F) OR LOCATED IN UN-HEATED SPACES SHALL BE XHHW90 DEGREE C INSULATED COPPER UNLESS NOTED OTHERWISE. INSTALL ALL CONDUCTORSAND CABLES IN ACCORDANCE WITH NEC REQUIREMENTS FOR AMBIENT TEMPERATUREDERATING, CONDUIT FILL DERATING, AND BOX FILL. PROVIDE UNSHARED DEDICATEDNEUTRAL FOR EACH CIRCUIT.
208V/120V CONDUCTORS: COLOR CODE CONDUCTORS BLACK, RED, BLUE, WHITE, AND GREEN.MINIMUM SIZE CONDUCTORS FOR 15 AND 20 AMP BRANCH CIRCUITS MEASURED FROM THEPANELBOARD TO THE FURTHEST DEVICE ON THE CIRCUIT UNLESS OTHERWISE NOTED ON THEDRAWINGS: 12 AWG UP TO 75 FT, 10 AWG 75 FT TO 120 FT, 8 AWG GREATER THAN 120 FT.
26 05 19 - COMMERCIAL CABLES: METALCLAD (MC) CABLE WITH STEEL OUTER SHEATH (WHEREROUTED CONCEALED AND PROTECTED).
26 05 22 - CLASS 2 CABLES: PLENUM RATED LOW VOLTAGE CABLES PER EACH SYSTEMMANUFACTURER RECOMMENDATIONS INSTALLED IN CABLE TRAYS OR CAT 5 RATED J-HOOKSSPACED NO MORE THAN 4 FT APART WHERE NO CABLE TRAY IS DENOTED. WHERE WIRING ORCABLING IS ROUTED IN NON-ACCESSIBLE LOCATION, A RACEWAY SYSTEM IS TO BE PROVIDED.DO NOT INSTALL WHEN AMBIENT TEMPERATURES ARE LESS THAN -7C (20F).
26 05 26 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS: PROVIDE EQUI-POTENTIALGROUNDING SYSTEM, IN ACCORDANCE WITH NEC ARTICLE 250, AT SERVICE ENTRANCEEQUIPMENT AND EACH SEPARATELY DERIVED SYSTEM. PROVIDE GROUNDING CONDUCTOR INALL RACEWAYS BONDED TO EQUIPMENT AND TO RACEWAY SYSTEM. PROVIDECOMMUNICATION GROUND SYSTEM USING INSULATED GROUND BUS AT EACH TELECOM ROOMOR TTB BONDED TO THE MAIN SERVICE GROUND VIA #2 COPPER. PROVIDE #2 BOND FROMINSULATED GROUND BUS TO EACH RACK.
26 05 29 - HANGARS AND SUPPORTS FOR ELECTRICAL SYSTEMS: SUPPORT ALL ELECTRICALEQUIPMENT INCLUDING, BUT NOT LIMITED TO, LIGHT FIXTURES, PANELBOARDS, BOXES,CONDUIT, ETC. PER NEC AND IBC SEISMIC REQUIREMENTS. PROVIDE SEISMIC SUPPORT ANDDESIGN SEALED BY A LICENSED STRUCTURAL ENGINEER AS A DEFERRED SUBMITTAL TO THEAHJ FOR ALL EQUIPMENT OVER 400 LBS AND, EQUIPMENT OVER 20 LBS MOUNTED GREATERTHAN 4FT AFF, CONDUIT 2.5”C OR GREATER AND ALL TRAPEZE SUPPORTED RACEWAY 10LBS/LF OR GREATER.
26 05 30 - RACEWAY: ALL CLASS 1 CIRCUITS SHALL BE INSTALLED IN CONCEALED METALLICRACEWAY EXCEPT WHERE SPECIFICALLY INDICATED ELSEWHERE IN THE SPECIFICATIONS ORSHOWN ON THE DRAWINGS. ELECTRICAL EQUIPMENT AND WIRING CAN BE EXPOSED INMECHANICAL ROOMS, TELECOMMUNICATION ROOMS OR WHERE SPECIFICALLY NOTED. DONOT ROUTE RACEWAYS ON THE EXTERIOR SURFACE OF THE BUILDING OR THE ROOF UNLESSSPECIFICALLY NOTED OTHERWISE.
3
P
PT
3
T
T
(E)
(E)
(E)
(D) (D)
(D)
(D)
(E) (E)(D)
(E)
(D)
(E)(E) (E)
(D)(D)
(E)
(E)
(E)
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(E) (E) (E)
(D)
+60"+36"+48"
+48"
+48"(D)
(D)
(E)
(D) (D) (D)
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TIG S
RED ALEP OR F OSS I N
49TH
ENEIGNE
R
S ATATE OF ALASK
EE‐12549EZRA N.G. CLARK
PREL
IMIN
ARY N
OT
FOR C
ONST
RUCT
ION
SHEET NO:
REVISIONS:
DRAWING TITLE:
PROJECT:
CHECKED:
DRAWN:
DATE:
EICENGINEERS,INC
EL
EC
TR
IC
AL
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GI
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ER
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6927
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SEW
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comCORP
. #AE
CC1105
1/17
/202
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AM
P:\E19
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‐3249 CIHA
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‐324
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ummyBakery.rvt
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EIC JOB NO: E19‐3249
qc:01/17/2020 10:40:13
: fc‐51 : >20!schd : !visO
nSht : abuD
bl : 0.9;11.4:12.3/3346
REF NOTE001 DEMOLISH EXISTING 2 POLE, 100 AMP CIRCUIT.
# REFERENCED SHEET NOTES
SCALE: 1/4" = 1'-0"E1011 DEMOLITION PLAN - BASEMENT
PLAN
UP
(E)
(E)
(D)(D)
(E)
(D) (D)
(E) (E)
(D)
(E)
(D)(D)
(E)(E)
(D)
(D)
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(D)
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(D) (D)(D)
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(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D) (D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)(D)
(D)
2
1
A B C
(D)
(D)
(D)
(D) (D)
(D)
005005
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TIG S
RED ALEP OR F OSS I N
49TH
ENEIGNE
R
S ATATE OF ALASK
EE‐12549EZRA N.G. CLARK
PREL
IMIN
ARY N
OT
FOR C
ONST
RUCT
ION
SHEET NO:
REVISIONS:
DRAWING TITLE:
PROJECT:
CHECKED:
DRAWN:
DATE:
EICENGINEERS,INC
EL
EC
TR
IC
AL
EN
GI
NE
ER
S
6927
OLD
SEW
ARD
HW
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9951
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comCORP
. #AE
CC1105
1/17
/202
0 10
:40:38
AM
P:\E19
\E19
‐3249 CIHA
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my Ba
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‐324
9_ESht20_C
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ummyBakery.rvt
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01/17/2020
1300
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EIC JOB NO: E19‐3249
qc:01/17/2020 10:40:13
: fc‐51 : >20!schd : !visO
nSht : abuD
bl : 0.9;11.4:12.3/3346
REF NOTE005 DEMOLISH EXISTING SURFACE MOUNTED RECEPTACLES AND MOUNT IN WALL.
REUSE EXISTING CIRCUITS.
# REFERENCED SHEET NOTES
SCALE: 1/4" = 1'-0"E1021 DEMOLITION PLAN - LEVEL 1
PLAN
P
P
3
3
4
MDP-11GF5
MDP-11GF5
MDP-11GF5
MDP-11GF5
MDP-11GF5
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PREP AREA106
STORAGE107
KITCHEN101
TOILET104
WALK-IN COOLER102
MECH103
MDP-11XE
MDP-11E2
MDP-11E2
MDP-11E2
MDP-11E2
MDP-11E2
MDP-11E2 MDP-11
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MDP-11LS4
(E)(E)
(E) (E)
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MDP-11ZMP
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MDP-11GF23
MDP-11GF23
MDP-11GF23
MDP-11GF23
MDP-11GF23
MDP-11LS4
MDP-11LS4
MDP-11LS4
MDP-11LS4
MDP-11LS4
MDP-11LS4
MDP-11LS4
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REE
TIG S
RED ALEP OR F OSS I N
49TH
ENEIGNE
R
S ATATE OF ALASK
EE‐12549EZRA N.G. CLARK
PREL
IMIN
ARY N
OT
FOR C
ONST
RUCT
ION
SHEET NO:
REVISIONS:
DRAWING TITLE:
PROJECT:
CHECKED:
DRAWN:
DATE:
EICENGINEERS,INC
EL
EC
TR
IC
AL
EN
GI
NE
ER
S
6927
OLD
SEW
ARD
HW
YSU
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CH
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GE,
AK
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8T
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7.34
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comCORP
. #AE
CC1105
1/17
/202
0 10
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AM
P:\E19
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ummyBakery.rvt
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LIGHTING PLAN -BASEMENT
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EIC JOB NO: E19‐3249
qc:01/17/2020 10:40:13
: fc‐51 : >20!schd : !visO
nSht : abuD
bl : 0.9;11.4:12.3/3346
REF NOTE002 EXISTING KEYLESS LAMP HOLDERS TO REMAIN. REPLACE EXISTING BULBS
WITH LED BULBS.
# REFERENCED SHEET NOTESREF NOTE002 EXISTING KEYLESS LAMP HOLDERS TO REMAIN. REPLACE EXISTING BULBS
WITH LED BULBS.
# REFERENCED SHEET NOTES
SCALE: 1/4" = 1'-0"E2011 LIGHTING PLAN - BASEMENT
PLAN
SCHEDULE1 NOT USED.
(H) PROVIDE DRIVEN STEEL PILE LIGHT POLE FOUNDATION PER M.A.S.S. DETAIL 80-13. EXTEND PILE 3'-0" ABOVE GRADE AND PROVIDE 3'-0" CONCRETE PROTECTION BASE UON FOR AN OVERALL MOUNTING HEIGHT ASDENOTED IN MOUNTING COLUMN. NOMINAL POLE SHAFT LENGTH IS EQUAL TO MOUNTING HEIGHT MINUS 3'-0" CONCRETE BASE. ALL POLES TO INCLUDE ANCHOR BOLT TRIM COVERS.
(G) ALL POLES TO BE SQUARE STEEL WITH VIBRATION DAMPER RATED FOR 100MPH WIND WITH 1.3 GUST FACTOR FOR OVERALL EPA. NUMBER OF HEADS AND ORIENTATION TO BE AS DONOTED ON THE PLANS.(F) COLOR FINISH FOR ALL EXTERIOR LUMINAIRES TO BE DARK BRONZE UON.(E) LIGHT SOURCE COLOR TEMPERATURE, UNLESS OTHERWISE NOTED: 3500K (SELECT NEAREST AVAILABLE COLOR TEMP FOR EACH LUMINAIRE TYPE). LIGHT SOURCE CRI TO BE 80 MIN, UON.(D) PROVIDE UNIVERSAL OR MULTI-VOLTAGE VOLTAGE DRIVERS WHEN AVAILABLE. COORDINATE EXACT VOLTAGE/PHASE WITH CONNECTED CIRCUITS IN ALL OTHER SITUATIONS.(C) REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND PROVIDE MOUNTING HARDWARE/FLANGES ETC FOR ALL LUMINAIRES FOR CEILING TYPES SHOWN.(B) CATALOG NUMBERS ARE FOR GENERAL REFERENCE AND ARE NOT INCLUSIVE OF ALL OPTIONS/REQUIREMENTS DENOTED ON PLANS AND SPECIFICATIONS. ASTERISK (*) DENOTES COORDINATION ITEMS.(A) QUANTITIES/COUNTS SHOWN IN SCHEDULES ARE FOR CONVENIENCE ONLY. CONTRACTOR TO VERIFY ALL QUANTITIES/COUNTS FROM PLANS.
(KEY) '(x)' DENOTES A GENERAL, NON-REFERENCED, NOTE. NUMBERED NOTES ARE REFERENCED IN THE SCHEDULE.NOTES
LUMINAIRE SCHEDULE
QTY TYPE DESCRIPTION WATTS LAMPS MOUNTING MANUFACTURER MODEL NOTES7 D61 6" OPEN LED DOWNLIGHT 13 W 943 LM LED CEILING RECESSED LITHONIA LDN6 */10 LO6AR LD *9 E2 EMERGENCY LIGHTING UNIT W/ TWO ADJUSTABLE HEADS 1 W (2) 1.2W LED WALL +7'-0" OR CEILING LITHONIA ELM2L2 ERA ARCHITECTURAL EMERGENCY REMOTE HEAD W/ EXTERIOR RATING 3 W 225 LM LED
(8-30VDC)WALL ABOVE DOOR LITHONIA AFB OELR * UVOLT WT
22 GF4 2' X 4' LED FLAT PANEL, ADJUSTABLE (FIELD SET SWITCH TO 4000 LUMENS) 56 W 3796 LM LED CEILING GRID LITHONIA CPANL 2X4 40/50/60LM 40K M26 GF5 2' X 4' LED FLAT PANEL, ADJUSTABLE (FIELD SET SWITCH TO 5000 LUMENS) 56 W 4780 LM LED CEILING GRID LITHONIA CPANL 2X4 40/50/60LM 40K M213 GF23 2' X 2' LED FLAT PANEL, ADJUSTABLE (FIELD SET SWITCH TO 3300 LUMENS) 39 W 3172 LM LED CEILING GRID LITHONIA CPANL 2X2 24/33/44LM *K M412 LS4 4FT LED LINEAR WRAP 35 W 4081 LM LED SURFACE LITHONIA BLWP4 40L SDP EZ1 LP8401 XE LED COMBO EXIT SIGN & EMERGENCY LIGHTING UNIT W/ BATTERY BACKUP 4 W GREEN LED WALL OR CEILING LITHONIA LHQM LED G1 XER LED COMBO EXIT SIGN & EMERGENCY LIGHTING UNIT W/ BATTERY BACKUP & CAPACITY
TO POWER REMOTE HEAD (9.6V/3W)4 W GREEN LED WALL OR CEILING LITHONIA LHQM LED G HO
1 XR LED EXIT SIGN W/ BATTERY BACKUP & CAPACITY TO POWER REMOTE HEAD (9.6V/6W) 4 W GREEN LED WALL OR CEILING LITHONIA LHQM LED G HO RO8 ZC1 OUTDOOR FLUSH MOUNTED LED 17 W 1077 LM LED CEILING SURFACE LITHONIA OLCFM-15-DDB1 ZMP OUTDOOR LED WALLPACK, POLYCARBONATE COVER/DIFFUSER, PHOTOCELL 20 W LED WALL LITHONIA OLWP 11 PE BZ
UP
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3
3
PC
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(E)'CT'
(E)PNL 'A'
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A-2ZC1
A-2ZC1
A-2ZC1
A-2E2
A-2GF4
A-2GF4
A-2GF4
A-2GF4
A-2GF4
A-2GF4
A-2GF4
A-2GF4
A-2GF4
A-2GF4
A-2GF4
A-2GF4
A-2GF4
A-2GF4
A-2GF4
A-2GF4
A-2GF4
A-2E2
A-2E2
A-2D61
D61 D61
D61D61
A-2D61
A-6GF4
A-6GF4
A-6GF4
A-6GF4
A-6LS4
A-6LS4
A-6LS4
A-6LS4
2
1
A B C
PUBLIC SALES201
STORAGE208
STORAGE206
A-6GF4
A-2XRERA
A-6D61
003
PREP205
HALL207
WORK AREA209
PREP204
REE
TIG S
RED ALEP OR F OSS I N
49TH
ENEIGNE
R
S ATATE OF ALASK
EE‐12549EZRA N.G. CLARK
PREL
IMIN
ARY N
OT
FOR C
ONST
RUCT
ION
SHEET NO:
REVISIONS:
DRAWING TITLE:
PROJECT:
CHECKED:
DRAWN:
DATE:
EICENGINEERS,INC
EL
EC
TR
IC
AL
EN
GI
NE
ER
S
6927
OLD
SEW
ARD
HW
YSU
ITE
200
AN
CH
ORA
GE,
AK
9951
8T
907.
349.
9712
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7.34
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13w
ww
.eic
eng.
comCORP
. #AE
CC1105
1/17
/202
0 10
:40:39
AM
P:\E19
\E19
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Yum
my Ba
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DWG\E19
‐324
9_ESht20_C
IHAY
ummyBakery.rvt
E202
LIGHTING PLAN -LEVEL 1
1919
ENGC
JRW
01/17/2020
1300
WES
T 36
TH A
VEN
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BU
ILD
ING
IMPR
OVE
MEN
TSAN
CH
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EIC JOB NO: E19‐3249
qc:01/17/2020 10:40:13
: fc‐51 : >20!schd : !visO
nSht : abuD
bl : 0.9;11.4:12.3/3346
REF NOTE003 NEW LIGHT FIXTURES TO BE CONNECTED TO LOCAL FAN CIRCUIT.
# REFERENCED SHEET NOTES
SCALE: 1/4" = 1'-0"E2021 LIGHTING PLAN - LEVEL 1
PLAN
ENERGY CODE: MOA IECC 2012 (BLDG TYPE: DINING BAR LOUNGE/ LEISURE)INTERIOR LIGHTING POWER CALCULATIONS
RM NUM RM NAME AREA SPACE TYPE
ALLOWANCES DESIGNTOTAL
CONNECTEDPOWER (W)LPD (W/FT^2) LPA (W)
101 KITCHEN 994.57 SF <Building> 1.63 W/ft² 1616 W 667 W102 WALK-IN COOLER 84.48 SF <Building> . 1.63 W/ft² 137 W 250 W103 MECH 58.81 SF <Building> . 1.63 W/ft² 96 W 250 W104 TOILET 84.07 SF <Building> 1.63 W/ft² 137 W 35 W106 PREP AREA 381.07 SF <Building> 1.63 W/ft² 619 W 0 W107 STORAGE 196.24 SF <Building> 1.63 W/ft² 319 W 70 W201 PUBLIC SALES 524.10 SF <Building> 1.63 W/ft² 852 W 447 W204 PREP 197.28 SF <Building> 1.63 W/ft² 321 W 167 W205 PREP 107.01 SF <Building> 1.63 W/ft² 174 W 112 W206 STORAGE 169.03 SF <Building> 1.63 W/ft² 275 W 70 W207 HALL 86.77 SF <Building> 1.63 W/ft² 141 W 27 W208 STORAGE 273.76 SF <Building> 1.63 W/ft² 445 W 70 W209 WORK AREA 338.75 SF <Building> 1.63 W/ft² 550 W 335 W
TOTALS: 3495.95 SF 5681 W 2499 W
T
T
(E)'CT'
PREP AREA106
STORAGE107
KITCHEN101
TOILET104
WALK-IN COOLER102
MECH103
(E)'MB' (E)'MD'
(E)PNL 'MDP'
2
1
A B C
(E)
(E)
(E)
(E) (E)
(E)(E) (E)
(E)
(E)
(E)
(E)
+48" +36"+60"
(E)
(E)(E)(E)
MDP- 23EF-2
(E)
006006
006
006
005005
006MDP- 23VERIFY THAT THIS
WILL BE A GAS DRYER
MDP- 352D FRIDGE
MDP- 413D FRIDGE
MDP- 35FREEZER
MDP- 33FREEZER
MDP- 332D FRIDGE
MDP- 37(N)2D FREEZER
<unnamed>
REE
TIG S
RED ALEP OR F OSS I N
49TH
ENEIGNE
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S ATATE OF ALASK
EE‐12549EZRA N.G. CLARK
PREL
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FOR C
ONST
RUCT
ION
SHEET NO:
REVISIONS:
DRAWING TITLE:
PROJECT:
CHECKED:
DRAWN:
DATE:
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6927
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comCORP
. #AE
CC1105
1/17
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POWER AND SIGNALPLAN - BASEMENT
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65%
DES
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DO
CU
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TS
EIC JOB NO: E19‐3249
qc:01/17/2020 10:40:13
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REF NOTE005 DEMOLISH EXISTING SURFACE MOUNTED RECEPTACLES AND MOUNT IN WALL.
REUSE EXISTING CIRCUITS.006 REPLACE EXISTING RECEPTACLE WITH NEW GFCI TYPE RECEPTACLE.
# REFERENCED SHEET NOTES
SCALE: 1/4" = 1'-0"E3011 POWER AND SIGNAL PLAN - BASEMENT
PLAN
SCHEDULE1 NOT USED.
(E) FRACTIONAL HP TYPE MOTOR SWITCH WHERE AUTO CONTROL IS REQUIRED PROVIDE 'RELAY IN BOX'.(D) COORDINATE AND PROVIDE SPECIFIC SIZING OF OVERLOADS AND FUSES WITH EQUIPMENT NAMEPLATES.(C) COORDINATE ALL CONNECTION REQUIREMENTS WITH ACTUAL EQUIPMENT TO BE SUPPLIED PRIOR TO ROUGH-IN.(B) REFER TO FLOOR PLAN DRAWINGS FOR EQUIPMENT TYPE REQUIREMENTS, LOCATIONS AND QUANTITIES.(A) QUANTITIES/COUNTS SHOWN IN SCHEDULES ARE FOR CONVENIENCE ONLY. CONTRACTOR TO VERIFY ALL QUANTITIES/COUNTS FROM PLANS.
(KEY) '(x)' DENOTES A GENERAL, NON-REFERENCED, NOTE. NUMBERED NOTES ARE REFERENCED IN THE SCHEDULE.NOTES
KITCHEN EQUIPMENT CONNECTION SCHEDULE
QTY EQUIP ID LOCATION OR FUNCTION KVA HP FLA MCA MFS TYPE CONFIG V PH OPD FEEDER (MINIMUM) CU UON NOTES1 2D FREEZER 2 DOOR FREEZER 1.260 10.5 DUPLEX GFCI CB 120 1 20 A 0.5"C, (2)12 AWG, (1)12 AWG EGC1 2D FRIDGE 2 DOOR REFRIGERATOR 0.900 4/5 7.5 DUPLEX GFCI CB 120 1 20 A 0.5"C, (2)12 AWG, (1)12 AWG EGC1 2D FRIDGE 2 DOOR REFRIGERATOR 0.900 4/5 7.5 DUPLEX GFCI CB 120 1 20 A 0.5"C, (2)12 AWG, (1)12 AWG EGC1 2D FRIDGE 2 DOOR REFRIGERATOR 0.900 4/5 7.5 DUPLEX GFCI CB 120 1 20 A 0.5"C, (2)12 AWG, (1)12 AWG EGC1 2D FRIDGE 2 DOOR REFRIGERATOR 0.900 4/5 7.5 DUPLEX GFCI CB 120 1 20 A 0.5"C, (2)12 AWG, (1)12 AWG EGC1 3D FRIDGE 3 DOOR REFRIGERATOR 1.200 10 DUPLEX GFCI CB 120 1 20 A 0.5"C, (2)12 AWG, (1)12 AWG EGC1 DISPLAY CASE OPEN DISPLAY CASE 1.356 11.3 DUPLEX GFCI CB 120 1 20 A 0.5"C, (2)12 AWG, (1)12 AWG EGC1 FREEZER CHEST FREEZER 0.840 DUPLEX GFCI CB 120 1 20 A 0.5"C, (2)12 AWG, (1)12 AWG EGC1 FREEZER CHEST FREEZER 0.840 DUPLEX GFCI CB 120 1 20 A 0.5"C, (2)12 AWG, (1)12 AWG EGC1 PREP TABLE REFRIGERATED PREP TABLE 0.936 1/4 7.8 DUPLEX GFCI CB 120 1 20 A 0.5"C, (2)12 AWG, (1)12 AWG EGC
UP
UP
T
(E)'CT'
(E)PNL 'A'
MDP- 18,20(E)MUA**(ROOF)
PUBLIC SALES201
2
1
A B C
(E) (E) (E)
(E)
(E)
(E) (E)
(E)
(E) (E)
(E)(E)
005005
005
STORAGE208
STORAGE206
A- 23
A- 11
A- 8EF-1
MDP- 17,19,21RTU-1(ROOF) A- 26,28,30
RTU-2(ROOF)421
421
A- 18
A- 27
A- 162D FRIDGE
A- 162D FRIDGE
A- 19PREP TABLE
A- 13DISPLAY CASE
A- 20
A- 24KEF-1
KITCHEN101
PREP205
HALL207
WORK AREA209
PREP204
REE
TIG S
RED ALEP OR F OSS I N
49TH
ENEIGNE
R
S ATATE OF ALASK
EE‐12549EZRA N.G. CLARK
PREL
IMIN
ARY N
OT
FOR C
ONST
RUCT
ION
SHEET NO:
REVISIONS:
DRAWING TITLE:
PROJECT:
CHECKED:
DRAWN:
DATE:
EICENGINEERS,INC
EL
EC
TR
IC
AL
EN
GI
NE
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S
6927
OLD
SEW
ARD
HW
YSU
ITE
200
AN
CH
ORA
GE,
AK
9951
8T
907.
349.
9712
F90
7.34
9.97
13w
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eng.
comCORP
. #AE
CC1105
1/17
/202
0 10
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AM
P:\E19
\E19
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E302
POWER AND SIGNALPLAN - LEVEL 1
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EIC JOB NO: E19‐3249
qc:01/17/2020 10:40:13
: fc‐51 : >20!schd : !visO
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REF NOTE005 DEMOLISH EXISTING SURFACE MOUNTED RECEPTACLES AND MOUNT IN WALL.
REUSE EXISTING CIRCUITS.421 PROVIDE DUCT SMOKE DETECTOR WITH REMOTE TEST/ANNUNCIATOR.
INTERLOCK TO CONTROL ASSOCIATED AIR HANDLER OR SMOKE FIRE DAMPERUPON SMOKE DETECTOR ACTIVATION.
# REFERENCED SHEET NOTES
SCALE: 1/4" = 1'-0"E3021 POWER AND SIGNAL PLAN - LEVEL 1
PLAN
SCHEDULE1 NOT USED.
(E) FRACTIONAL HP TYPE MOTOR SWITCH WHERE AUTO CONTROL IS REQUIRED PROVIDE 'RELAY IN BOX'.(D) COORDINATE AND PROVIDE SPECIFIC SIZING OF OVERLOADS AND FUSES WITH EQUIPMENT NAMEPLATES.(C) COORDINATE ALL CONNECTION REQUIREMENTS WITH ACTUAL EQUIPMENT SUPPLIED PRIOR TO ROUGH-IN.(B) REFER TO FLOOR PLAN DRAWINGS FOR EQUIPMENT TYPE REQUIREMENTS, LOCATIONS AND QUANTITIES.(A) QUANTITIES/COUNTS SHOWN IN SCHEDULES ARE FOR CONVENIENCE ONLY. CONTRACTOR TO VERIFY ALL QUANTITIES/COUNTS FROM PLANS.
(KEY) '(x)' DENOTES A GENERAL, NON-REFERENCED, NOTE. NUMBERED NOTES ARE REFERENCED IN THE SCHEDULE.NOTES
EQUIPMENT CONNECTION SCHEDULE
QTY EQUIP ID LOCATION OR FUNCTION KVA HP FLA MCA MFS TYPE CONFIG V PH OPD FEEDER (MINIMUM) CU UON NOTES1 EF-1 EXHAUST FAN 0.204 1.7 MOTOR 120 1 20 A 0.5"C, (2)12 AWG, (1)12 AWG EGC1 EF-2 EXHAUST FAN 0.204 1.7 MOTOR 120 1 20 A 0.5"C, (2)12 AWG, (1)12 AWG EGC1 KEF-1 DISHWASHER EXHAUST FAN 0.696 1/4 MOTOR SWITCH NEMA 3R 120 1 20 A XX"C, (X)XX AWG, (1)XX AWG EGC1 RTU-1(ROOF) ROOF TOP UNIT 10.808 1 30 45 FUSED DISC 208 3 45 A 1"C, (3)6 AWG, (1)10 AWG EGC1 RTU-2(ROOF) ROOF TOP UNIT 7.566 1 21 30 FUSED DISC 208 3 30 A 0.75"C, (3)10 AWG, (1)10 AWG EGC1 WASHER WASHING MACHINE 1.500 DUPLEX GFCI NEMA 1 120 1 20 A 0.5"C, (2)12 AWG, (1)12 AWG EGC
NG
M
EQ-ID#
UTILIZATION EQUIPMENTNAMEPLATE PLACARD NEC 110.22
FED FROM PANEL xx-CKT#xxxxx V, x PH
"load description"
PANEL 'xx'
DISTRIBUTION AND PANELBOARDWARNING PLACARD
FED FROM PANEL xx-CKT#xxxxx V, x PH, x WIRE
x,xxx MAX AVAILABLE FAULT CURRENT
TRANSFORMER TxxTRANSFORMER NAMEPLATE PLACARD
FED FROM PANEL xxFEEDS PANEL xx
SERVICE DISCONNECT
SERVICE DISCONNECT WARNING PLACARDNEC 110.24(A)
xxx Ampxxx V, x PHASE, x WIRE
x,xxx MAX AVAILABLE FAULT CURRENTDATE: mm/yyyy
PLACARD NOTES:1. WARNING PLACARDS TO BE YELLOW
BACKGROUND WITH BLACK LETTERS.2. UNDERLINED TEXT 3/8" MINIMUM; ALL OTHER
TEXT 3/16" MINIMUM. 3. PROVIDE PLACARD FOR EACH UNIQUE PIECE OF
EQUIPMENT WHERE PLACARD TYPE IS DESCRIBED ABOVE.
4. LOWER CASE LETTERS IN NAMEPLATES ABOVE TO BE FILLED IN WITH SPECIFIC INFORMATION FOR EACH PLACARD PROVIDED.
5. REFER TO "EQUIPMENT SCCR SCHEDULE" FOR EQUIPMENT MAXIMUM AVAILABLE FAULT CURRENT VALUES.
6. PROVIDE "TESTED SERIES RATED WARNING PLACARD" FOR EACH PIECE OF EQUIPMENT THAT USES FACTORY SERIES RATED EQUIPMENT.
7. PROVIDE FAULT CURRENT MITIGATION WARNING PLACARD AT CURRENT LIMITING DEVICE FOR EACH PIECE OF EQUIPMENT DENOTED ON THE "FAULT CURRENT MITIGATION SCHEDULE".
FAULT CURRENT MITIGATION WARNING PLACARD
CAUTION - SERIES COMBINATIONSYSTEM RATED x,xxx AMP IDENTIFIED
REPLACEMENT COMPONENTS REQUIRED
TESTED SERIES RATED EQUIPMENT WARNING PLACARD NEC 240.86(B)
CAUTION - CURRENT LIMITING FUSES FOR MAX x,xxx AMPS WITH x,xxx LET THRU AMPS
IDENTIFIED REPLACEMENT COMPONENTS REQUIRED:
xx TYPE CURRENT LIMITING FUSES
ENGINEERED SERIES RATED EQUIPMENT WARNING PLACARD NEC 240.86(A)
CAUTION - ENGINEERED SERIES COMBINATION SYSTEM RATED FOR MAX x,xxx AMPS WITH x,xxx LET THRU AMPS
IDENTIFIED REPLACEMENT COMPONENTS REQUIRED:
xx TYPE CURRENT LIMITING FUSES
400/
3
400/
3
(E)'CT' (E)'MD'
(E)'SERV.XFMR'
(E)PANEL 'MDP' (E)PANEL 'A'
100/3
(E)MB
REE
TIG S
RED ALEP OR F OSS I N
49TH
ENEIGNE
R
S ATATE OF ALASK
EE‐12549EZRA N.G. CLARK
PREL
IMIN
ARY N
OT
FOR C
ONST
RUCT
ION
SHEET NO:
REVISIONS:
DRAWING TITLE:
PROJECT:
CHECKED:
DRAWN:
DATE:
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EL
EC
TR
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AL
EN
GI
NE
ER
S
6927
OLD
SEW
ARD
HW
YSU
ITE
200
AN
CH
ORA
GE,
AK
9951
8T
907.
349.
9712
F90
7.34
9.97
13w
ww
.eic
eng.
comCORP
. #AE
CC1105
1/17
/202
0 10
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AM
P:\E19
\E19
‐3249 CIHA
Yum
my Ba
kery\050
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IHAY
ummyBakery.rvt
E401
ONE-LINE DIAGRAMS,DETAILS, ANDSCHEDULES
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65%
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DO
CU
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EIC JOB NO: E19‐3249
qc:01/17/2020 10:40:13
: fc‐51 : >20!schd : !visO
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EQUIPMENT ID SCAmps X/RCT 18,256 1.06MD 17,751 1.04
MDP 17,075 1.01A 13,923 0.80
CONTRACTOR TO VERIFY ACTUAL EQUIPMENT TO BE PROVIDED WITH SERVING UTILITY PRIOR TO EQUIPMENT PROCUREMENT. ANY DECREASE OF TRANSFORMER %Z, CONDUCTOR LENGTHS, OR INCREASE IN TRANSFORMER
KVA OR CABLE SIZES TO BE REPORTED TO CONTRACT OFFICER FOR RECALCULATION OF AVAILBLE FAULT
CURRENT PRIOR TO PROCUREMENT OF EQUIPMENT. PROVIDE WARNING PLACARD INSTALLED ON SERVICE DISCONNECT PER NEC 110.24 DENOTING ALL PROJECT
PARAMETERS REQUIRED BY NEC.
EQUIPMENT SCCR SCHEDULEALL EQUIPMENT TO HAVE SCCR EXCEEDING THE
AVAILABLE SCA AT THE CALCULATED X/R RATIO. WHERE X/R RATIO IS GREATER THAN THE INDUSTRY STANDARD TEST X/R RATIOS THE APPROPRIATE MULTIPLICATION FACTOR SHALL BE APPLIED TO PROPERLY RATE THE
EQUIPMENT. DOWNSTREAM EQUIPMENT AND ASSOCIATED CIRCUIT BREAKER RATINGS MAY BE SATISFIED BY USING FULLY RATED EQUIPMENT OR MANUFACTURER TESTED
COMBINATIONS FOR BRANCH CIRCUITS RATED 100 AMPS OR LESS PER NEC 240.86(B) TO SERIES RATE FOR THE
AVAILABLE SCA AT EQUIPMENT. ALL SERIES RATED EQUIPMENT TO BE CLEARLY LABELED & IDENTIFIED PER
NEC 110.22(C). SERIES RATED EQUIPMENT MOTOR LOADS CANNOT EXCEED 1% OF AIC RATING PER NEC 240.86(C).
(BASIS FOR CALCULATION)ASSUMED UTILITY SYSTEM CONFIGURATION
SERVICE TRANSFORMERKVA %Z X/R SCA (PRI.) SCA (SEC.)75 1.00 1.22 1,000,000 20,812
SERVICEAMPS
- FOR FAULT CURRENT CALCULATION ONLY -SERVICE LATERAL FT
400 2EA: (4)3/0 AWG 31
POWER FACTOR:
- - - - EXISTING LOAD - - - -
- - - - - NEW LOADS - - - - -
NEC 220.87 (125%):MAX DEMAND:
TOTAL LOAD:TOTAL CURRENT:
22.0 KVA
56.9 KVA
27.5 KVA
158 AMPS
SERVICE LOAD SUMMARY
17.6 KW@ 80%
RECORDED LOAD:
40.1 KVANEW LOAD:DEMO LOAD:
NOT USED:NOT USED:
-10.7 KVA0.0 KVA0.0 KVA
EXISTING 400A, 208V, 3PH, 4 WIRESERVICE CAPACITY IS ADEQUATE
SCALE: NONEE4012 EQUIPMENT LABEL DETAIL
REF NOTE
# REFERENCED SHEET NOTES
SCALE: NONEE4011 EXISTING POWER ONE-LINE DIAGRAM
PANEL SCHEDULE NOTESREF NOTE'KEY' '(x)' DENOTES A GENERAL, NON-REFERENCED, NOTE. NUMBERED NOTES ARE REFERENCED FROM THE PANEL SCHEDULES DENOTED
BY '[#]'. (NOT ALL NUMBERED NOTES ARE REFERENCED.)(A) REFER TO POWER ONE-LINE DIAGRAMS FOR ADDITIONAL PANEL CONFIGURATION AND REQUIREMENTS.(B) REFER TO EQUIPMENT SCCR SCHEDULE FOR PANEL SHORT CIRCUIT RATINGS.[1] PROVIDE RED BREAKER IDENTIFICATION WITH OEM DEVICE THAT CAN BE LOCKED IN THE “ON” POSITION FOR FIRE ALARM CIRCUITS.[2] PROVIDE 30mA GFPE CIRCUIT BREAKER.[3] PROVIDE OEM DEVICE THAT CAN BE LOCKED IN THE “OFF” POSITION FOR USE AS DISCONNECT PER NEC.[4] PROVIDE SHUNT TRIP CIRCUIT BREAKER CONTROLLED BY FIRE SUPRESSION SYSTEM.[5] PROVIDE 6mA GFCI PROTECTED CIRCUIT BREAKER.[6] PROVIDE UL LISTED COMBINATION-TYPE AFCI CIRCUIT BREAKER.[7] PROVIDE BREAKER RATED FOR “BACKFEED” USE.[8] EXISTING LOAD TO REMAIN.[9] NEW LOAD ON EXISTING BREAKER.[10] PROVIDE CIRCUIT BREAKER FOR NEW LOAD.[11] PROVIDE SHUNT TRIP CIRCUIT BREAKER CONTROLLED BY FIRE ALARM CONTROL PANEL.
SCHEDULE
1 THE NEC DEMAND PERCENTAGE IS SHOWN AS A WEIGHTED AVERAGE. FOR EXAMPLE 125% OF 100VA PLUS 100% OF 100VA WILLSHOW THE WEIGHTED AVERAGE PERCENTAGE OF 112.5% RESULTING IN 225VA.
(B) PANELBOARD BUS RATINGS TO EQUAL OR EXCEED OPD RATINGS SHOWN IN PANEL SCHEDULES UNLESS OTHERWISE NOTED.
(A) NOT ALL LOAD CLASSIFICATIONS ARE NECESSARILY USED. ONLY CLASSIFICATIONS FROM LOADS THAT ARE CONNECTED TO EACHPANEL ARE SHOWN IN THE SUMMARY SECTION OF THE PANEL SCHEDULES.
(KEY) '(x)' DENOTES A GENERAL, NON-REFERENCED, NOTE. NUMBERED NOTES ARE REFERENCED IN THE SCHEDULE.NOTES
LOAD CLASSIFICATIONS SCHEDULE
CLASS. NEC REFERENCE DESCRIPTIONCONT NEC 2014: 210.20(A) 125% OF THE CONTINUOUS LOADETR NEC 2014: 220.87 RECORDED DEMAND LOAD * 125%. INDIVIDUAL CIRCUITS WITH 0.00 IN THE KVA/PHASE COLUMNS ARE
EXISTING LOADS TO REMAIN WHICH WERE RECORDED PER NEC REQUIREMENTS AND IS INCLUDED IN THESCHEDULE'S SUMMARY SECTION.
KTCH NEC 2014: 220.56 TABLE 220.56 - DEMAND FACTORS FOR KITCHEN EQUIPMENT.LTG NEC 2014: 210.20(A) LIGHTING LOADS CONSIDERED TO BE CONTINUOUS. 125% OF THE CONTINOUS LOAD.
LTGE NEC 2014: 210.20(A) CALCULATED SAME AS 'LTG' BUT EXCLUDED FROM ENERGY LIGHTING POWER DENSITY CALCULATIONS.MTR NEC 2014: 430.24 125% OF THE FULL-LOAD CURRENT RATING OF THE HIGHTEST RATED MOTOR PLUS THE SUM OF THE
FULL-LOAD CURRENT RATINGS OF ALL OTHER MOTORS. (SEE NOTE 1)NCDN NEC 2014: 220.60 NONCOINCIDENT LOADS: WHERE IT IS UNLIKELY THAT TWO OR MORE NONCOINCIDENT LOADS WILL BE IN
USE SIMULTANEOUSLY, THE LARGEST LOAD WILL BE USED. LOADS CLASSIFIED AS NCDN WILL HAVE ZEROLOAD.
NCNT NEC 2014: 210.20(A) 100% OF THE NON-CONTINUOUS LOADREC NEC 2014: 220.44 NON-DWELLING RECEPTACLE LOADS = FIRST 10KVA OR LESS AT 100% PLUS REMAINDER OVER 10KVA AT
50%. (SEE NOTE 1)MCA (SEE MTR) THE LOAD IS BASED ON THE GIVEN MCA (MINIMUM CIRCUIT AMPACITY) WHICH INCLUDES 125% OF THE
LARGEST MOTOR OF THE UNIT. 100% OF THE MCA LOAD.APLNC NEC 2014: 220.53 75% OF FOUR OR MORE APPLIANCESDRYR NEC 2014: 220.54 TABLE 220.54 - ELECTRIC CLOTHES DRYERS - DWELLING UNIT(S).GNR NEC 2014: 220.12;
220.14(J); 220.42GENERAL LIGHTING LOADS (DWELLING) - 3VA PER SQ.FT. AND INCLUDES ALL OUTLETS SPECIFIED IN220.14(J). DEMAND: FIRST 3,000VA OR LESS @ 100%; 3,001 - 120,000VA @ 35%; > 120,000VA @ 25%. (SEENOTE 1)
GNRH NEC 2014: 220.12;220.14(J); 220.42
GENERAL LIGHTING LOADS (HOTEL/MOTELS & APARTMENT BLDGS W/O TENANT COOKING) - 2VA PERSQ.FT. AND INCLUDES ALL OUTLETS SPECIFIED IN 220.14(J). DEMAND: FIRST 20,000VA OR LESS @ 50%;20,001 - 100,000VA @ 40%; > 100,000VA @ 30%. (SEE NOTE 1)
RNGE NEC 2014: 220.55 TABLE 220.55 - COLUMN C: NOT OVER 12KW RATING
MDP BREAKER 36 WAS TRIPPED WHEN FIRST OBSERVED. POSSIBLY REVIEW CIRCUIT?
REC 7.920 kVA 100.00% 7.920 kVANCNT 1.700 kVA 100.00% 1.700 kVA NEC CALCULATED AMPS: 176 AMTR 4.790 kVA 114.10% 5.465 kVA CONNECTED AMPS: 183 AMCA 33.766 kVA 100.00% 33.766 kVA NEC CALCULATED KVA: 63.401 kVALTGE 0.045 kVA 125.00% 0.056 kVA CONNECTED KVA: 65.829 kVALTG 5.080 kVA 125.00% 6.350 kVAKTCH 12.528 kVA 65.00% 8.143 kVALOAD CLASSIFICATION CONNECTED NEC FACTORS TOTAL NEC
PANEL TOTALS
SUMMARY BY LOAD TYPEPHASE BALANCE %: A-B | B-C | C-A 2 13 15
TOTAL AMPS/PHASE: 171.9 177.1 201.0TOTAL KVA/PHASE: 20.6 21.2 24.0
41 KTCH: 3 DOOR REFRIGERATOR [10] 20 1 1.20 7.15 -- -- -- 4239 EXISTING LOAD TO REMAIN 20 1 0.36 8.04 -- -- -- 4037 KTCH: #2D FREEZER 2 DOOR FREEZ [5][10] 20 1 1.26 8.59 3 100 PANEL 'A' 3835 EXISTING LOAD TO REMAIN 20 1 2.10 0.00 1 20 EXISTING LOAD TO REMAIN 3633 KTCH: #2D FRIDGE 2 DOOR REFRIG [5][10] 20 1 1.74 0.00 -- -- -- 3431 EXISTING LOAD TO REMAIN 20 1 0.54 0.00 2 100 SPARE[8] 3229 EXISTING LOAD TO REMAIN 20 1 0.62 0.00 -- -- -- 3027 EXISTING LOAD TO REMAIN 20 1 0.00 0.00 2 20 EXISTING LOAD TO REMAIN 2825 EXISTING LOAD TO REMAIN 20 1 0.00 0.00 1 20 EXISTING LOAD TO REMAIN 2623 MTR/REC/NCNT: RM 104 EF-2,WASHER [9] 20 1 1.88 2.50 -- -- -- 2421 -- -- -- 3.60 2.50 2 30 WALK-IN COOLER[8] 2219 -- -- -- 3.60 2.50 -- -- -- 2017 MCA: RTU-1(ROOF) [10] 45 3 3.60 2.50 2 30 MUA(ROOF)[8] 1815 LTG: RM 101-103 [8] 20 1 0.60 0.00 -- -- -- 1613 EXISTING LOAD TO REMAIN 20 1 0.18 0.00 2 20 EXISTING LOAD TO REMAIN 1411 LTG/LTGE: RM 101,104,106-107 [9] 20 1 1.40 0.90 -- -- -- 129 EXISTING LOAD TO REMAIN 20 1 0.36 0.90 -- -- -- 107 EXISTING LOAD TO REMAIN 20 1 0.36 0.90 3 15 EXISTING LOAD TO REMAIN 85 REC: EXISTING ROOF REC [8] 20 1 0.18 0.00 1 20 EXISTING LOAD TO REMAIN 63 EXISTING LOAD TO REMAIN 20 1 0.36 2.70 -- -- -- 41 HOOD LIGHTS[8] 20 1 0.00 2.70 2 30 EXISTING LOAD TO REMAIN 2
CKT LOAD DESCRIPTION AMP P A B C P AMP LOAD DESCRIPTION CKTMOUNTING: SURFACE
OPD RATING: 400 A ENCLOSURE: NEMA 1VOLTAGE: 208Y/120V, 3PH, 4W LOCATION: MECH 103
(E)PANEL "MDP" SCHEDULE
REC 4.680 kVA 100.00% 4.680 kVANCNT 0.200 kVA 100.00% 0.200 kVA NEC CALCULATED AMPS: 63 AMTR 1.620 kVA 110.74% 1.794 kVA CONNECTED AMPS: 66 AMCA 7.566 kVA 100.00% 7.566 kVA NEC CALCULATED KVA: 22.753 kVALTGE 0.015 kVA 125.00% 0.019 kVA CONNECTED KVA: 23.775 kVALTG 3.106 kVA 125.00% 3.883 kVAKTCH 6.588 kVA 70.00% 4.612 kVALOAD CLASSIFICATION CONNECTED NEC FACTORS TOTAL NEC
PANEL TOTALS
SUMMARY BY LOAD TYPEPHASE BALANCE %: A-B | B-C | C-A 7 11 18
TOTAL AMPS/PHASE: 72.7 68.2 59.5TOTAL KVA/PHASE: 8.6 8.0 7.1
29 ETR 20 1 0.36 2.52 -- -- -- 3027 REC: RM 204-205 [9] 20 1 0.54 2.52 -- -- -- 2825 ETR 20 1 0.18 2.52 3 30 MCA: RTU-2(ROOF) [10] 2623 REC: RM 101 [9] 20 1 0.72 0.70 1 20 MTR 2421 ETR 20 1 0.36 0.00 1 20 SPARE[8] 2219 KTCH: REFRIGERATED PREP TABLE [5][10] 20 1 0.94 0.20 1 20 NCNT: RM 209 2017 SPARE[8] 20 1 0.00 0.36 1 20 REC: RTU MAINTENENCE [9] 1815 SPARE[8] 20 1 0.00 1.80 1 20 KTCH: #2D FRIDGE 2 DOOR REFRIG [5][10] 1613 KTCH: OPEN DISPLAY CASE 1 [5][10] 20 1 1.36 0.36 1 20 ETR 1411 REC: [9] 20 1 0.36 0.36 1 20 ETR 129 ETR 20 1 0.90 0.72 1 20 ETR 107 -- -- -- 1.25 0.45 1 20 MTR/REC/LTG: RM 202 EF-1 [9] 85 KTCH: RM 209 EXPRESSO [8] 20 2 1.25 0.52 1 20 LTG: RM 204-206,208 [9] 63 ETR 20 1 0.00 1.20 1 20 LTG: SIGN [8] 41 ETR 20 1 0.00 1.34 1 20 LTG/LTGE: RM 101,201,209 [9] 2
CKT LOAD DESCRIPTION AMP P A B C P AMP LOAD DESCRIPTION CKTMOUNTING: SURFACE
OPD RATING: 100 A ENCLOSURE: NEMA 1VOLTAGE: 208Y/120V, 3PH, 4W LOCATION: PREP 204
(E)PANEL "A" SCHEDULE
FOR PANEL 'MDP', INDIVIDUAL"EXISTING LOAD TO REMAIN" KVA VALUES NOT VERIFIED. UTILITY 12 MONTH PEAK DEMAND USED TO VERIFY PANEL LOAD IS WITHIN SAFE DESIGN.
