Denver Public Schools
Purchasing Department
1617 S. Acoma St.
Denver, Colorado 80223
INVITATION TO BID 15-BS-2478
ADDENDUM NUMBER FOUR
July 15, 2015
THIS ADDENDUM MUST BE ACKNOWLEDGED.
THIS ADDENDUM SHALL BECOME A PART OF THIS SOLICITATION.
Amend Invitation to Bid 15-BS-2478 as follows:
Please see attached documents that were to be part of addendum 3.
Please note that the bid due date and time have been changed.
Bids will now be due on August 4, 2015 at 10:00 AM.
If your proposal has been submitted and you wish to amend it, please modify your proposal on
company letterhead. The amended proposal must be received prior to or included at the time
and date set for the proposal opening. Each modification submitted to the District's Purchasing
Office located at 1617 S. Acoma St. Denver, CO 80223. It must have Vendor’s name and
return address and the applicable RFP number and title of the RFP clearly marked on the
face of the envelope.
If more than one modification is submitted, the modification bearing the latest date of receipt by
the District's Strategic Sourcing Office will be considered the valid modification.
*****This addendum must be acknowledged, whether or not you amend your proposal.*****
This Addendum must be included in your submittal or proposal, providing you do not need to
amend your proposal.
PRINT OR TYPE YOUR INFORMATION
Name of Company: ____________________________________________
Fax: _____________
Address: ________________________
City/State: ________________
Zip: ______________
Contact Person: ___________________
Title: _____________________
Phone: ___________
Authorized Representative’s Signature: ____________________________
Phone: ___________
Printed Name: ____________________
Title: _____________________
Date: _____________
Approved by: ______________
Date: _____________
Reviewed by: ______________
Date: _____________
15-BS-2478 Addendum # 4
MECHANICAL UNIT
UNISTRUT FRAME SET 1' O.C.
TO SUPPORT UNIT - DO NOT
FASTEN THROUGH TOP OF CURB
24 GA. GALV. SHEET METAL
CURB CAP W/SOLDERED SEAMS
60 MIL EPDM WRAP
SCREW W/NEOPREEN WASHER 18" O.C.
WOOD MECHANICAL CURB
REINFORCED RUBBER
FLASHING STRIP
ADHERED 60 MIL
EPDM MEMBRANE
0.5" WOOD FIBER
INSUL. BD.
3.0" ISO. FOAM
BD.
INSUL.
2.0" ISO. FOAM
INSUL. BD.
METAL DECKING
5
MECHANICAL CURB FLASHING/EQUIPMENT MOUNT
3" = 1'-0"
3-A2.03 3-A9.02
Addendum #3
SKA-01
(C) 2015 LOA
ARCHITECTS, P.C.
DATE:
JOB NO.:
DRAWN:
APPROVED:
REF. DWG:
CADDFILE:
07/15/14
1102
THolk
TH
STAPLETON NORTHFIELD CAMPUS
COMMONS
9100 E. 56TH AVE
ADDENDUM #3
3-A4.02
NOTES:
1
3
AV6.1-MIX
3-A5.02
2
1
1
2
3-A5.02
3
4
4.5
5
1. BUILDING ELEVATION 100'-0" = 5,238' ABOVE SEA LEVEL
2. REFERENCE SHEETS 3-A6.1A, 3-A6.1B, 3-A6.1C FOR ENLARGED
FLOOR \ PLANS AND DIMENSIONS
3. REFERENCE SHEETS 3-A4.01, 3-A4.02 FOR EXTERIOR
ELEVATIONS
4. REFERENCE SHEETS 3-A3.11 FOR EXTERIOR DOOR FRAMES
AND
SHEET 3-A3.32 FOR DOOR SCHEDULE
5. REFERENCE SHEETS 3-A3.31 FOR WINDOWS AND STOREFRONT
INFORMATION
6. REFERENCE SHEETS 3-I2.1A, 3-I2.1B, 3-I2.1C FOR INTERIOR
FINISH
INFORMATION
7. REFERENCE S SHEETS FOR STRUCTURAL SCOPE OF WORK.
8. REFERENCE M, P, E, T, AV, AND W SHEETS RESPECTIVELY FOR
MECHANICAL, PLUMBING, ELECTRICAL, TECHNOLOGY,
AUDIO/VISUAL, AND FOOD SERVICE SCOPE OF WORK.
9. ALL WOOD PROVIDED FOR THIS PROJECT SHALL BE FIRE
RESISTANT TREAT WOOD (FRTW)
1
3-A5.02
6
12' - 0"
1' - 9"
NORTH
ELEVATION
7
8
9
134' - 0"
12' - 0"
14' - 0"
20' - 0"
14' - 4"
20' - 0"
20' - 0"
20' - 0"
20' - 0"
18' - 3"
65' - 4"
20' - 0"
9' - 4"
4' - 0" 2' - 8" 4' - 0"
5' - 4"
2' - 8"
18' - 3"
20' - 0"
9' - 4"
2' - 8"
5' - 4"
4' - 0" 2' - 8" 4' - 0"
5' - 8"
10' - 0"
9' - 4"
1' - 9"
3' - 4"
5' - 4"
6' - 0 7/8"
10' - 0"
WINDOW D ABOVE
5' - 4"
3-104A
3-100CB
UP
PLATFORM
CIRCULATION
3-110A
-
UP
10' - 0"
10' - 0"
WINDOW D ABOVE
13
3-A9.05
2
34' - 6"
2' - 8"
2' - 8"
B
EAST
ELEVATION
20' - 0"
3-101A
B
B
124' - 0"
13' - 4"
D
VESTIBULE
3-102.1
3-A4.01
2
3-A5.01
SEATING
3-100
WOMENS
TOILET
3-101
PERFORMANCE
PLATFORM
3-110
E
26' - 8"
5' - 3"
14' - 8"
160' - 3"
E
20' - 0"
FEC 1
2' - 8"
2
3-A5.01
26' - 8"
3-106CA
3-108A
3-106AA
C
3-100F
2' - 8"
VESTIBULE
3-106D
3-106DA
8
3-A9.05
UP
3-100CA
2' - 8"
29' - 3"
2
CORRIDOR
3-106
3-106DB
1
3-A5.03
8
3-A9.05
3-104C
3-103A
13' - 4"
VESTIBULE
3-100C
74' - 0"
74' - 0"
WEST
ELEVATION
3-A4.02
3-104B
FE 1
VESTIBULE
3-103.1
10' - 0"
C
1
AV6.1-SL
FE 1
CUST
3-106B
3-106BA
SERVING
3-104
3-102A
B
FAMILY ASSIST
TOILET
3-106A
CUST.
3-104A
MEN TOILET
3-102
IDF
3-106C
52' - 0"
3-107A
KNOX BOX, TYPE OF 2.
3-104AA
B
B
3
3-A5.01
3-109A
3-105D
3-105E
3-104BA
LAUNDRY
3-104B
A
FEC 2
3-100G
2' - 8"
2' - 8"
3-105C
B
2' - 8"
26' - 0"
1
FEC 2
TABLE & CHAIR
STORAGE
3-103
2' - 8"
2' - 8"
3
3-A5.01
ELECTRICAL
3-109
WATER ENTRY
3-108
TOILET
3-105A
6' - 0"
B
WINDOW D ABOVE
THEATER
STORAGE
3-107
3-105BA
SECURITY
ACCESS DOOR
OFFICE
3-105B
3-105AA
D
C
3-105B
C
KITCHEN
PANTRY
3-105
16' - 0"
16' - 0"
A
A
1' - 9"
A
3-109B
C
1' - 9"
C
SIDEWALK
3-108B
WINDOW D ABOVE
3-105A
WINDOW D ABOVE
5
3-A3.11
FEC 1
F
3-100D
A
UP
WINDOWS
3-100E
34' - 0"
20' - 0"
5' - 4"
8' - 0
"
WIND
OW
E AB
OVE
3-100AA
3-100AB
2' - 0"
6' - 7"
20' - 0"
14' - 0"
48' - 0"
1
07/15/15
05/29/15
05/04/15
04/06/15
NO. DATE
KNOX BOX, TYPE OF 2.
1
3-A5.05
7
3-A5.04
20' - 0"
COLUMN, SEE STRUCT
20' - 0"
12' - 0"
20' - 0"
3
4
4.5
5
18' - 3"
18' - 3"
7
8
9
SCHOOL DISTRICT NO. 1
3
1
AV6.1-MIX
3-A5.02
2
3-A5.02
1
DENVER PUBLIC SCHOOLS
1
3-A5.02
DEPARTMENT OF
FACILITY MANAGEMENT
7/14/2015 3:21:26 PM
N
3-A4.01
APPROVED CONTRACT DOCUMENT
FIRST FLOOR PLAN
3-A4.01 3-A2.01
SCHOOL NO. 985
DRAWN BY:
DATE:
DENVER, CO
CHECKED BY:
SCALE:
TH
NLM, TH, TT
GA
05/29/15
FIRST FLOOR PLAN
AS NOTED
ASSOCIATE ARCHITECT
ARCHITECT OF RECORD
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
1/8" = 1'-0"
SITE NO. 983
5500 CENTRAL PARK BOULEVARD - SLC BUILDING
DATE:
1
APPR'D
STAPLETON NORTHFIELD CAMPUS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
DESIGNED BY:
SOUTH
ELEVATION
MADE
DEPARTMENT OF FACILITY MANAGEMENT
c 2015 LOA Architecture
1' - 9"
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
6
AUTHORITY
DENVER PUBLIC SCHOOLS
134' - 0"
2
Addendum #3
For Construction
Progress Set
Schematic Design
DESCRIPTION OF REVISION
DWG. NO.
3-A2.01
SHEET:
OF:
983_2478_985 _OR_ 3-A2.01
20' - 0"
6' - 7"
5' - 4
"
10 1/4"
ROOFLINE
ABOVE
2' - 0"
14' - 0"
2
3-A5.05
1' - 7 3/4"
3-100AC
1' - 10"
ENTRY WALL
6' - 7"
6
K
14' - 0"
VESTIBULE
3-100A
TIME CAPSULE
PLAQUE SEE
SHEET 3-A9.07
22' - 8"
28' - 0"
13' - 4"
ENTRY WALL
ELEVATION
8' - 0"
3-A5.04
12' - 0"
SECURITY
3-100B
6' - 7"
2' - 0"
PAUL SANDOVAL
PLAQUE SEE
SHEET 3-A9.07
H
COMMONS
3-100AF
2' - 0"
1
3-A5.06
5' - 4
"
6' - 7"
14' 8"
2' - 0"
G
WINDOW D ABOVE
5' - 4
"
-
21' - 9"
2
3-A5.04
17' - 4"
J
1
UP
3
3-A5.05
3' - 4"
4
3-A5.04
1' - 9"
5°
10
3-100BA
6' - 7"
3-100AE
3
3-A5.04
1' - 10"
13' - 4"
C:\Users\tholk\Documents\A_DPS_COMMON-II Core Shell_tholk.rvt
10' - 8"
7' - 1"
3-100B
3' - 4"
WINDOWS
ABOVE
A
3-100AD
3-100C
3-100A
6' - 9"
13' - 4"
10' - 0"
H
1
3-A5.01
UP
6' - 7"
G
PLATFORM
CIRCULATION
3-110B
1' - 9"
17' - 4"
17' - 4"
44' - 0"
1
3-A5.04
ABOVE
-
1
3-A5.01
WINDOW D ABOVE
34' - 0"
13' - 4"
F
NOTES:
BUILDING ELEVATION 100'-0" = 5,238' ABOVE SEA LEVEL
F-B
A
A
40
NOT USED
3-A3.11
5/8" GYPSUM BOARD
SHEATHING
1" = 1'-0"
FACE BRICK: SEE
EXTERIOR ELEVATIONS
6" METAL STUDS @ 16" O.C
AIR SPACE
R-19 BATT INSULATION
VENEER ANCHORS @ 16" x 16"
O.C
AIR SPACE
8"
2" CONT. CAVITY WALL INSULATION
6" METAL STUDS @ 16" O.C
2
FLUID -APPLIED WEATHER
BARRIER
5/8" GYPSUM BOARD
4"
FRY (OR EQUAL) REGLET
DRMF -.625 - .625
10"
FACE BRICK - SEE EXTERIOR
ELEVATIONS
1' - 9"
R-19 BATT INSULATION
5/8" GYP. BD.
WEEP SYSTEM W/
THRU-WALL FLASHING
3"
FLUID-APPLIED WEATHER
BARRIER
1/4" SAFETY GLASS
2" CONT. CAVITY WALL INSUL.
2" X 6" ALUM. STOREFRONT
SHIM TO SEPARATE METALS
5/8" GYP. BD. SHEATHING
8 1/4"
3"
BACKER ROD & SEALANT ALL
SIDES
4"
2" INSULATED HM DOOR
16" X 8" X 1/4" HSS TUBE W/
HIGH PERFORMANCE PAINT
8 1/4"
HM DOOR W/ FIBERGLASS
INSECT SCREEN W GASKET
ON EXTERIOR SIDE, AND W4.0 x W4.0
W.W.F.
4" X 8" 1/4" HM DOOR HEAD W/
HIGH PERFORMANCE PAINT
7'-0"
DOOR
10" x 4" HM FRAME
VENEER ANCHORS @ 16" x 16" O.C
6" METAL STUDS @ 16" O.C.
SHIM
BACKER ROD & SEALANT
ALL SIDES
1' - 4"
BACK ROD IN SEALANT
FRY (OR EQUAL)
REGLET DRMF-625-625
4" X 5 3/4" HM DOOR HEAD
W/ HIGH PERFORMANCE
PAINT
HM/ GLASS DOOR W/ HIGH
PERFORMANCE PAINT
INSULATED HM/ GLASS DOOR W/
HIGH PERFORMANCE PAINT
Section 30
5
TRANSOM HEADER 1
4
3-A2.01 3-A3.11
3
3-A3.11 3-A3.11
1" = 1'-0"
DOOR HEAD 3
DOOR HEAD 2
2
3-A3.11 3-A3.11
1" = 1'-0"
DOOR HEAD 1
1
3-A3.11 3-A3.11
1" = 1'-0"
3-A3.11 3-A3.11
1" = 1'-0"
NOT USED
1" = 1'-0"
9 1/4"
2"
4"
10"
4"
JAMB
8 1/4"
2"
HEAD
4"
5 3/4"
2"
4 3/4" 4 1/2"
2"
2"
6 1/2"
A
B
C
HM DOOR FRAME PROFILES
1" = 1'-0"
4.5
4.5
1
NOTE: PROVIDE 1/4" CLEAR SAFETY GLASS @ INTERIOR
IG3
SEE SHEET 3-A3.21
FOR STOREFRONT
SIM 14/3-A9.04
IG3
STEEL COLUMN W/
HIGH PERFORMANCE
PAINT
NOTE: PROVIDE 1" INSULATED LOW-E GLASS @ EXTERIOR
IG3
IG1
15/3-A9.11
15/3-A9.11
5
3-A3.11
J
2/3-A3.11
IG5
IG3
10' - 8"
1' - 7"
IG3
IG3
IG3
IG3
5/3-A9.11
IG3
IG3
IG3
IG3
IG3
1/3-A9.11
3' - 0"
3' - 0"
1' - 9"
3' - 0"
DG
10' - 8"
3' - 0"
DG
6' - 4"
1' - 9"
2' - 3"
3' - 0"
DG
6' - 4"
3' - 0"
DG
1' - 9"
9"
9"
IG3
IG3
1" INSULATED SAFETY
GLASS
IG3
IG3
3/3-A9.11
IG3
IG3
DOOR STOPS SEE
DETAILS, TYP @ ALL
DOORS
IG3
IG3
2' - 1"
3' - 0"
IG3
IG3
IG3
IG3
IG3
5' - 4"
IG3
7"
7"
6" 6"
2' ..
- 9"
9"
IG3
KNOX BOX
..
1' -..10" 7"
MFGR'S
STANDARD ALUM
PANELS
14/3-A9.04
6"
7"
IG3
DENVER PUBLIC SCHOOLS
IG3
IG3
IG3
IG3
IG3
2015
IG3
8/3-A9.11
1'8"- 1"
IG5
IG5
IG3
1'..- 1"
IG5
IG5
3' - 5"
IG5
IG3
2"X5 3/4" HM FRAME @
JAMB 4"X5 3/4" HM
FRAME TOP & BOTTOM
6"
7"
7' - 4"
2/3-A9.11
HSS 8"X3"X3/8" W/ HIGH
PERFORMANCE PAINT,
SEE STRUCT DWGS
7"
6"
8' - 8"
IG5
7"
7"
6" 6"
2' ..- 9"
IG5
..
1' -..10" 7"
IG5
7' - 4"
2/3-A9.11
7"
6"
9/3-A9.11
8' - 8"
8' - 0"
SECTIONAL
OVERHEAD DOOR
9"
IG5
5
3-A3.11
IG1
J
T.O. BUMP OUT @ OH DOOR
14/3-A9.11
111' - 4"
HSS 16"X8"3/8" W/ HIGH
PERFORMANCE PAINT,
SEE STRUCT DWGS
13' - 8"
11' - 11"
IG5
IG1
14/3-A9.11
6/3-A9.04
IG5
SIM 14/3-A9.04
3' - 0"
2' - 3"
3
3-A9.07
GLASS TYPES:
4/3-A9.11
6' - 4"
2' - 3"
IG1 = 1" INSULATED LOW-E GLASS
IG2 = 1" INSULATED SPANDREL GLASS
IG3 = 1/4" SAFETY GLASS
IG4 = 1" INSULATED LOW-E GLASS (FROSTED)
*ALL GLASS, THIS SHEET, AT DOORS & SIDELIGHTS TO
BE (IG3).
*ALL GLASS, THIS SHEET, TO BE IG1 UNLESS NOTED
OTHERWISE
IG5 = 5/8" INSULATED CLEAR GLASS
6' - 4"
1
DOOR FRAME F
DOOR FRAME E
DOOR FRAME D
1/4" = 1'-0"
1/4" = 1'-0"
1/4" = 1'-0"
1
IG3
9/3-A9.12
INSULATED HM
DOORS W/ HIGH
PERFORMANCE
PAINT
INSULATED HM
DOORS W/ HIGH
PERFORMANCE
PAINT
3' - 4"
9/3-A9.12
3' - 2"
3' - 2"
DOOR STOPS SEE
DETAILS 6&8/3-A9.07
2"
HSS 8" X 2" X 3/8"
FRAME W/ HIGH
PERFORMANCE PAINT
9"
9"
6"
7"
6"
6"
7" 7"
IG3
2' ..- 9"
IG3
5"
3"
6"
7"
IG3
11/3-A9.11
1' -..10" 7"
..
9"
2' - 8"
7' - 0"
7' - 4"
6" 6"
7"
7"
7' - 4"
9"
9"
2' ..- 9"
7' - 0"
DOOR STOPS SEE
DETAILS 6&8/3-A9.07
3"
5"
HSS 16"X 8"X 3/8" W/ HIGH
PERFORMANCE PAINT,
SEE STRUCT DWGS
IG3
2"
INSULATED HM
DOORS W/ HIGH
PERFORMANCE
PAINT
IG3
3' - 0"
2"
3' - 0"
2"
6' - 8"
1/4" = 1'-0"
SCREEN DOOR FRAME G
1/4" = 1'-0"
DOOR FRAME C
1/4" = 1'-0"
07/15/15
05/29/15
05/04/15
04/06/15
NO. DATE
Addendum #3
For Construction
Progress Set
Schematic Design
DESCRIPTION OF REVISION
DOOR FRAME B
DOOR FRAME A
1/4" = 1'-0"
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
DEPARTMENT OF
FACILITY MANAGEMENT
7/14/2015 3:21:38 PM
4
SCHOOL NO. 985
DRAWN BY:
CHECKED BY:
SCALE:
TH
THolk
GA
SCALE: 1/4" = 1'-0"
DATE:
DENVER, CO
0529/15
AS NOTED
EXTERIOR DOOR
ELEVATIONS AND DETAILS
ASSOCIATE ARCHITECT
ARCHITECT OF RECORD
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
8
SITE NO. 983
5500 CENTRAL PARK BOULEVARD - SLC BUILDING
DATE:
0
APPR'D
STAPLETON NORTHFIELD CAMPUS
DESIGNED BY:
DENVER PUBLIC SCHOOLS
APPROVED CONTRACT DOCUMENT
2
MADE
DEPARTMENT OF FACILITY MANAGEMENT
c 2015 LOA Architecture
1/4" = 1'-0"
4
AUTHORITY
DENVER PUBLIC SCHOOLS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
6' - 8"
SCREEN DOOR FRAME H
1
DWG. NO.
3-A3.11
SHEET:
OF:
983_2478_985 _OR_ 3-A3.11
2"
IG3
2"X8 1/4" HM FRAME
W/ HIGH
PERFORMANCE
PAINT
1/3-A3.11
COMMONS
3' - 8"
2"
3' - 8"
3" 7"
5"
6"
3' - 4"
IG3
11/3-A9.11
1' -..1"
2"
7"
..
SCREEN
1' - 1"
..
7' - 0"
IG3
3/4" x 3/4" ALUMINUM SCREEN TRACK
ALL SIDES W/ FIBERGLASS INSECT
SCREEN W/ GASKET ON INTERIOR
SIDE AND W4.0 x W4.0 W.W.F, SPOT
WELD EACH STRAND TO 3/4" x 3/4" x
1/4" ANGLE ON EXTERIOR
8"
1'1'--10"
GLASS
8/3-A9.12
7' - 4"
7"
6"
IG3
2"
7"
6"
7' - 0"
7"
6"
7' - 4"
5/3-A9.12
5/3-A9.12
7"
6"
2' ..- 9"
9"
9"
4' - 0"
5/3-A3.11
2" x 5 3/4" HM
FRAME @ JAMB, 4"
X 5 3/4" HM FRAME
@ TOP W/ HIGH
PERFORMANCE
PAINT
3/3-A3.11
4"
4' - 0"
5/3-A3.11
8 1/4" HM FRAME W/
HIGH
PERFORMANCE
PAINT
10' - 0"
3/3-A3.11
1' - 4"1' - 4"
3' - 4"
7' - 4"
C:\Users\tholk\Documents\A_DPS_COMMON-II Core Shell_tholk.rvt
(INTERIOR VESTIBULE)
2"
2"
2"
2"
RE: SCH.
2"
2 5/8"
RE: SCH.
2"
1'-4"
2"
TYPE S4
IG-3
TYPE M2
1
8" AT WOOD DOORS
8" AT WOOD DOORS
RE: SCH.
RE: SCH.
TYPE T2
6"
8"
2'-8"
8"
3'-7"
(ADA)
2'-8"
RE: SCHED.
3'-6"
(ADA)
RE: SCHED.
1
3'-7"
(ADA)
VARIES
VARIES
EQ
9"
EQ
9"
VARIES
9"
6"
VARIES
5"
2'-1 3/4"
6 1/2"
11"
RE: SCHED.
9"
3'-6"
(ADA)
RE: SCH.
2'-9"
9"
2'-8"
8"
VARIES
RE: SCHED.
5"
9"
6"
VARIES
3'-7"
(ADA)
RE: SCH.
G1
RE: SCH.
3'-10"
H1
8" AT WOOD DOORS
RE: SCHED.
6"
6"
RE: SCH.
RE: PLANS
3'-10"
RE: PLANS
HOLLOW
METAL FRAME
(NO STOP)
8" AT WOOD DOORS
TYPE TM2
RE: SCHED.
4'-0"
G1
TYPE DE2
1/4" = 1'-0"
RE: SCH.
G1
TYPE M4
IG-3
HOLLOW METAL DOOR FRAME TYPES
CRL PASS-THRU WINDOWS
DAISY MODEL PASS-THRU, D6
OVERHEAD TRACK, JAMBS,
SATIN ANODIZED, & LOCKABLE
(INSTALL PASS-THRU WINDOW
IN HOLLOW METAL FRAME)
3'-0"
RE: SCH.
RE: SCH.
RE: SCH.
RE: SCH.
RE: SCH.
TYPE S2
2"
RE: SCH.
2"
2"
RE: SCH.
2"
2"
4"
2"
1'-4"
2"
RE: SCH.
2"
2"
4"
2"
RE: SCH.
2"
2"
2 5/8"
2"
RE: SCH.
1
H2
F - FLUSH
HOLLOW METAL WINDOW TYPES
DOOR TYPES
1/4" = 1'-0"
1/4" = 1'-0"
Level
DOOR NO.
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
3-100A
3-100AA
3-100AB
3-100AC
3-100AD
3-100AE
3-100AF
3-100B
3-100BA
3-100C
3-100CA
3-100CB
3-100D
3-100E
3-100F
3-100G
3-101A
3-102A
3-103A
3-104A
3-104AA
3-104B
3-104BA
3-104C
3-105A
3-105AA
3-105B
3-105BA
3-105C
3-105D
3-105E
3-106AA
3-106BA
3-106CA
3-106DA
3-106DB
3-107A
3-108A
3-108B
3-109A
3-109B
ROOM NAME
SEATING
VESTIBULE
VESTIBULE
VESTIBULE
SEATING
VESTIBULE
SEATING
VESTIBULE
SEATING
VESTIBULE
SEATING
SECURITY
SEATING
VESTIBULE
VESTIBULE
SEATING
SEATING
SEATING
CORRIDOR
WOMENS TOILET
MEN TOILET
TABLE & CHAIR STORAGE
SERVING
CUST.
SERVING
LAUNDRY
SERVING
KITCHEN PANTRY
TOILET
KITCHEN PANTRY
OFFICE
KITCHEN PANTRY
KITCHEN PANTRY
KITCHEN PANTRY
FAMILY ASSIST TOILET
CUST
IDF
VESTIBULE
VESTIBULE
THEATER STORAGE
WATER ENTRY
WATER ENTRY
ELECTRICAL
ELECTRICAL
N - NARROW LITE
S/PR
WIDTH
HEIGHT
THICKNESS
OVHD
PR
PR
PR
PR
PR
PR
PR
S
10' - 8"
6' - 0"
6' - 0"
6' - 0"
6' - 0"
6' - 0"
6' - 0"
6' - 0"
3' - 0"
6' - 0"
6' - 0"
6' - 0"
10' - 8"
3' - 0"
3' - 0"
6' - 0"
3' - 0"
3' - 0"
6' - 0"
27' - 6"
3' - 0"
4' - 0"
3' - 0"
3' - 0"
3' - 8"
3' - 0"
8"
3' - 6"
3' - 0"
3' - 0"
4' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
6' - 0"
6' - 0"
6' - 0"
3' - 0"
6' - 4"
3' - 0"
3' - 0"
8' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
8' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
12'
13' - 0"
9"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
5/8"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
PR
PR
PR
OVHD
S
S
PR
S
S
PR
OVHD
S
S
S
S
S
S
S
S
S
PR
S
S
S
S
PR
PR
PR
S
PR
S
S
G - HALF GLASS
DG - DOUBLE GLASS
COMMON DOOR AND FRAME SCHEDULE
DOOR
DOOR
FRAME
FRAME
TYPE
MATERIAL
TYPE
MATERIAL
DG
DG
DG
DG
DG
DG
DG
F
DG
DG
DG
N
N
N
F
F
F
F
N
F
F
STD
F
G
F
STD
TD
STD
F
F
F
DG
DG
F
F
TD
F
STD
1
Alum
HM
HM
HM
HM
HM
HM
HM
WD
HM
HM
HM
Alum
WD
WD
HM
WD
WD
WD
HM
HM
HM
WD
HM
WD
HM
WD
HM
HM
HM
WD
HM
WD
HM
HM
HM
HM
HM
HM
HM
1
F
D
E
E
D
D
E
E
E
E
A
S2
A
A
S2
F
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
G
S2
H
S2
S2
S2
S2
S2
S2
S2
A
S2
S2
S2
B
S2
C
E
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
GLASS
TYPE
IG-5
IG-3
IG-3
IG-3
IG-3
IG-3
IG-3
IG-3
IG-3
IG-3
G2
IG-5
G2
G2 1
G2
G2
SCREEN
IG-3
IG-3
G2
G2
G2
IG-3
G2
IG-3
-
HEAD
DETAIL
1 6/3-A9.04
21/3-A3.11
21/3-A3.11
21/3-A3.11
2/3-A3.11
2/3-A3.11
2/3-A3.11
31/3-A3.11
1 1/3-A3.31
31/3-A3.11
31/3-A3.11
1/3-A3.31
6/3-A9.04
1/3-A3.31
1/3-A3.31
1/3-A3.31
1/3-A3.31
1/3-A3.31
1/3-A3.31
5/3-A9.32
1/3-A3.31
1/3-A3.31
1/3-A3.31
1/3-A3.31
5/3-A3.11
1
1/3-A3.31
5/3-A3.11
1/3-A3.31
2/3-A3.31
2/3-A3.31
2/3-A3.31
1/3-A3.31
1/3-A3.31
1/3-A3.31
1 3
1/3-A3.11
1/3-A3.31
1/3-A3.31
1/3-A3.31
5
4/3-A3.11(SIM)
1
1/3-A3.31
3/3-A3.11
DOOR LEGEND
UEG - UNEQUAL GLASS
JAMB
DETAIL
TD - TRAFFIC DOOR
FIRE RATING
2/3-A9.11
4/3-A9.11
8/3-A9.11
3/3-A9.11
9/3-A9.11
5/3-A9.11
1/3-A9.11
12/3-A9.11
1/3-A3.31
12/3-A9.11
11/3-A9.11
1/3-A3.31
2/3-A9.11
1/3-A3.31
1/3-A3.31
1/3-A3.31
1/3-A3.31
1/3-A3.31
1/3-A3.31
8/3-A9.21
1/3-A3.31
1/3-A3.31
1/3-A3.31
1/3-A3.31
4
5/3-A9.12
1/3-A3.31
4
5/3-A9.12
1/3-A3.31
2/3-A3.31
2/3-A3.31
2/3-A3.31
1/3-A3.31
1/3-A3.31
1/3-A3.31
11/3-A9.11
1/3-A3.31
1/3-A3.31
1/3-A3.31
8
9/3-A9.12
1/3-A3.31
7
8/3-A9.12
HDWR
GROUP
001
002
002
003
003
003
002
104
002
006
004
113
113
114
101
101
116
108
103
105
102
009
107
117
106
117
118
117
107
108
110
005
004
116
109
008
112
007
-----------------------------------------------------------------------------------
STD - SINGLE
TRAFFIC DOOR
REMARKS
Base Bid
NOTE: FOR EXTERIOR DOOR & FRAME ELEVATIONS AND VESTIBULE 3-100A, SEE SHEET 3-A3.11
S = SINGLE DOOR
PR = PAIR OF DOORS
OVHD = OVERHEAD ROLLING DOOR
1
INTERIOR GLAZING TYPES
PARTITION
WIDTH
LINE OF INTERSECTING
WALL WHERE OCCURS
LINE OF INTERSECTING
WALL WHERE OCCURS
1
PARTITION
WIDTH
NO.
7/15/15 Addendum 3
5/29/15 FOR CONSTRUCTION
DATE
DESCRIPTION OF REVISION
MADE
APPR'D
2"
DOOR
5/8"
1/2"
MIN
HOLLOW METAL
FRAME
VARIES
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
CONT SEALANT,
TYP
HOLLOW METAL
FRAME
DOOR
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
2"
VARIES
SCHOOL DISTRICT NO. 1
DRAWN BY:
CHECKED BY:
DATE:
APPROVED CONTRACT DOCUMENT SCALE:
2
3-A3.31
HM JAMB_SWING FREE
FRAME @ GWB (SIM @ HEAD CONDITION)
3" = 1'-0"
1
3-A3.31
HM JAMB @ GWB
PARTITION - TYP (SIM @ HEAD CONDITION)
Designer
Author
Checker
05/29/2015
AS NOTED
DOOR SCHEDULE, DOOR &
FRAME TYPES AND DETAILS
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
3" = 1'-0"
DATE:
DENVER, CO
9100 E. 56th AVE
DESIGNED BY:
DEPARTMENT OF
FACILITY MANAGEMENT
SITE NO. 983
NORTHFIELD HIGH SCHOOL
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
2"
SCHOOL NO. 985
DWG. NO.
3-A3.31
SHEET:
COMMONS
4"
UNO
1/2" MIN
CONT SEALANT,
TYP
2"
4"
UNO
DENVER PUBLIC SCHOOLS
DENVER PUBLIC SCHOOLS
7/14/2015 1:36:43 PM
AUTHORITY
OF:
983_2478_985 _OR_ 3-A3.31
C:\Users\sdangel\Desktop\A_DPS_COMMON-II Interior.rvt
G1 = 1/4" CLEAR FLOAT GLASS
G2 = 1/4" CLEAR TEMPERED FLOAT GLASS
NOTES:
BUILDING ELEVATION 100'-0" = 5,238' ABOVE SEA LEVEL
A
B
C
D
E
3
3-A5.01
F
G
H
J
1
3-A5.01
2
3-A5.01
K
HORIZONTAL METAL
SIDING OVER FLUID
APPLIED WEATHER
BARRIER
METAL SOFFIT PANELS
ROOF LADDER, SEE
DETAIL 3/3-A9.06
TYPE #1 FACE BRICK
W/ VENEER ANCHORS
AT 16" X 16" O.C.
3
3-A5.04
T.O. FASCIA
130' - 10"
B.O. FASCIA
126' - 8"
4
3-A5.04
L
T.O. PARAPET
122' - 0"
T.O. ENTRY PARAPET
118' - 2"
A
A
A
A
A
Gb
T.O. BUMP OUT @ OH DOOR
111' - 4"
B
16' - 0"
B
DOOR
FRAME A
32' - 8"
16' - 0"
B
B
11' - 4"
B
15' - 4"
Ga
B
CJ
8x8 OVERFLOW
SCUPPERS, SEE ROOF
PLAN FOR EXACT
LOCATION
DOOR FRAME F
17' - 4"
CJ
41' - 4"
13' - 4"
74' - 0"
CJ
DOOR FRAME A
6' - 7"
6' - 9"
19' - 4"
44' - 0"
LEVEL 1
100' - 0"
STEEL COLUMN W/ HIGH
PERFORMANCE PAINT, SEE
STRUCT DWGS
8' - 8"
28' - 0"
CAST-IN-PLACE CONCRETE
INSULATED HM
DOORS
TYPE #2 FACE BRICK
W/ VENEER ANCHORS
AT 16" X16" O.C."
3/4" REVEAL @
CONC WALL
WEST ELEVATION
2
3-A2.01 3-A4.02
1/8" = 1'-0"
NOTE: CONDUCTOR HEADS
BEHIND SCREEN
9
ROOF LADDER, SEE
DETAIL 3&4/3-A9.06
8
HORIZONTAL METAL
SIDING OVER FLUID
APPLIED WEATHER
BARRIER
7
6
1
AV6.1-SL
1
3-A5.02
5
FOR TRANSLUSCENT
WALL PANEL 'M' SEE
SHEET 3 -A3.21
4.5
4
3
2
1
3
1
AV6.1-MIX
3-A5.02
TYPE #1 FACE BRICK
W/ VENEER ANCHORS
AT 16" X 16" O.C.
2
3-A5.02
OVERFLOW SCUPPER
OVERFLOW SCUPPER
OVERFLOW SCUPPER
METAL SOFFIT PANELS
T.O. FASCIA
130' - 10"
B.O. FASCIA
126' - 8"
16" HIGH CAST ALUMINUM
NUMBERS PER DENVER FIRE
DEPARTMENT, SEE SPECS
2' - 8"
3/3-A9.03
T.O. PARAPET
122' - 0"
2' - 8"
1
20' - 0"
CONTROL JOINS @ 20'-0" O.C UON
20' - 0"
D
20' - 0"
D
13
3-A9.05
C
D
5
3-A3.11
C
C
A
H
6' - 8"
7' - 4"
A
H
C
CJ
2' - 8"
14' - 4"
CJ
DOOR FRAME B
14' - 8"
CJ
2' - 8"
4' - 0" 2' - 8" 4' - 0" 2' - 8"2' - 8"2' - 8"
20' - 0"
1' - 4"
22' - 8"
DOOR
FRAME G
4' - 0"
20' - 0"
CJ
CJ
LEVEL 1
100' - 0"
CJ
2' - 8" 2' - 8" 2' - 8" 4' - 0" 2' - 8" 4' - 0"
1' - 4"
22' - 8"
20' - 0"
1
14' - 4"
NORTH ELEVATION
C:\Users\aelmore\Documents\A_DPS_MONUMENT SIGNS_AElmore.rvt
3-A2.01 3-A4.02
1/8" = 1'-0"
3-A4.02
1
1
3-A4.02
07/15/15
05/29/15
05/04/15
04/06/15
NO. DATE
2
Addendum #3
For Construction
Progress Set
Schematic Design
DESCRIPTION OF REVISION
AUTHORITY
MADE
APPR'D
DENVER PUBLIC SCHOOLS
DEPARTMENT OF FACILITY MANAGEMENT
c 2015 LOA Architecture
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
DEPARTMENT OF
FACILITY MANAGEMENT
KEY PLAN
DRAWN BY:
CHECKED BY:
DATE:
3/64" = 1'-0"
APPROVED CONTRACT DOCUMENT
8
4
0
8
16
DATE:
DENVER, CO
SCALE:
TH
THolk, TT
GA
05/29/15
EXTERIOR ELEVATIONS
AS NOTED
ASSOCIATE ARCHITECT
ARCHITECT OF RECORD
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
SCALE: 3/32" = 1'-0"
SITE NO. 983
5500 CENTRAL PARK BOULEVARD - SLC BUILDING
DESIGNED BY:
DENVER PUBLIC SCHOOLS
SCHOOL NO. 985
STAPLETON NORTHFIELD CAMPUS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
N
7/14/2015 12:59:06 PM
TYPE #2 FACE BRICK
W/ VENEER ANCHORS
AT 16" X16" O.C."
DWG. NO.
3-A4.02
SHEET:
OF:
983_2478_985 _OR_ 3-A4.02
FOR CONTINUATION OF WALL:
SEE CIVIL DRAWINGS
DOOR
FRAME C
COMMONS
10' - 0"
T.O. BUMP OUT
117' - 4"
1' - 4"
LENGTH OF NORTH WALL TO BE 190'-0"
FLOOR PLAN NOTES
20'-0"
7
20'-0"
8
20'-0"
18'-3"
18'-3"
H2
3-105AA
A6S 3-A6.42
2'-5"
7'-0"
CLEAR
9"
3-104A
1'-3"
FEC1
8
3-A9.21
A6S
8
3-A9.21
5
3-A7.01
O.H.
13'-3"
14'-3"
27'-6" (CLEAR OPENING)
OVERHEAD ROLLING DOOR
5'-9"
C6
6
3-A9.21
LINE OF BEAM
FURRING
HEADER ABOVE
4.
ALL SPOT ELEVATIONS SHOWN ON THE FLOOR PLANS OUTSIDE
THE BUILDING RELATE TO USGS ELEVATIONS. ALL SPOT
ELEVATIONS INSIDE THE BUILDING REFER TO BUILDING
REFERENCE ELEVATIONS. NOTIFY ARCHITECT IMMEDIATELY
SHOULD CONDITIONS BE FOUND CONTRADICTORY TO THESE
DRAWINGS. 100'-0" = 5238.0'
5.
ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES
UNLESS OTHERWISE NOTED.
6.
ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE OR
MASONRY, OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE
NOTED.
7.
FURNISHINGS (SHOWN DASHED) ARE SHOWN FOR GENERAL
COORDINATION ONLY.
8.
ALL FLOOR PLAN DIMENSIONS TO MASONRY ARE NOMINAL
DIMENSIONS, UNLESS NOTED AS ACTUAL.
A3S
CORRIDOR
A6S
3-106
1.
COORDINATE ALL ELECTRICAL AND MECHANICAL ITEMS AND
EQUIPMENT THAT ARE INCORPORATED IN THE MILLWORK. NO
OUTLETS, DEVICES, SWITCHES OR OTHER EXPOSED ELECTRICAL
OR MECHANICAL ITEMS SHALL BE CONCEALED BY MILLWORK.
2.
REQUIRED FILLER PIECES SHALL BE EVENLY DISTRIBUTED
(INSTALLED) TO ALLOW PROPER OPERATION OF DRAWERS AND
DOORS UNLESS NOTED OTHERWISE.
26'-0"
A3S
3-109A
3'-0"
FE1
7" 7'-10" A3S
5'-0"
CLEAR
A3S
A3S
FE1
3'-0"
2'-1"
1'-8"
6'-11"
FIRE EXTINGUISHER LEGEND
5'-11"
VESTIBULE
3-106DB
3-106D
FE1
FEC1
FEC2
3-106DA
10 POUND DRY CHEMICAL FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET (SEMI-RECESSED)
FIRE EXTINGUISHER CABINET (SEMI-RECESSED) - TYPE K
C
UP
A6S
MARKER BOARD (MB)
1' - 7"
UP
UP
3-100F
MB-3
8'-0"W x 4'-0"H
MB-3
7
3-A9.21
A6
PLATFORM
CIRCULATION
3-110A
A6
TACK BOARD (TB)
1'-9"
LEG
LEG
A3S
8'-3"
A3S
TB-1
39'-3"
1'-7"
S6
3-104B
8'-0"
3-A6.43
SERVING
3-104
2
A3S
IDF
3-106C
A3S
FD
3'-0"
4
3-A9.21
C3
4
FD
ROOF ACCESS
STEEL LADDER
RE: SPEC.
A3S
A3S
3-106BA
3
A3S
A3S
3'-0"
CUST
3-106B
3-106AA
SIM
5
3-104C
3-103A
3-A6.43
A3S
BOTTLE
FILLER
5'-0"
CLEAR
3-101A
VESTIBULE
3-102.1
A3S
3-A6.43
4
3-A9.21
6
6'-9"
D
4'-2"
7'-10"
15'-10"
-
S6
EQUIPMENT (SHOWN DASHED) IS SHOWN FOR GENERAL
COORDINATION
ONLY.
MILLWORK NOTES
A3S
FAMILY ASSIST
TOILET
3-106A
D3S
B3S
A3S
-
1
1'-6"
5'-0"
CLEAR
3-100CB
3-100CA C3
C3
VESTIBULE
3-100C
C3
15'-10"
FLOOR
SINKS
A3S
10'-6"
A3S
A3
C3
4'-2"
FEC2
3"
3'-4"
1'-7"
3'-1"
C6
14'-3"
8'-0"
7'-3"
D3S
3-102A
C
10'-0"
CUST.
3-104A
MEN TOILET
3-102
VESTIBULE
3-103.1
4'-4"
FD
7'-5"
26'-0"
FD
14'-3"
C3
3-104AA
1'-9"
3'-4"
7
3-A6.31
7 3/4"
A3
LAUNDRY
3-104B 3-104BA
3"
ELECTRICAL
3-109
B
3-107A
D
B3S
3.
6'-8"
8'-3 1/2" 3-100G
A3S
GG3S
A3S
A3S
FD
7
A3S
WATER ENTRY
3-108
FEC2
-
7'-4"
HH3S
W
10'-5"
10'-11 1/2"
1'-4"
ALIGN
3'-3"
1'-10"
TOILET
3-105A
B
3'-3"
A3S
THEATER
STORAGE
3-107
3-105D
S3S
6"
FD
10'-5"
3-105C
1'-8"
A3S
3'-2"
3-105BA
TB-1
IN ROOMS WITH FLOOR DRAINS, SLOPE CONCRETE SURFACE
WITHIN 18" RADIUS AT 1/4" PER FOOT TOWARD FLOOR DRAIN,
UNLESS OTHERWISE INDICATED.
A3S
3-105E
A3S
FLOOR
SINK
1'-8"
A3S
5
KITCHEN
PANTRY
3-105
FLOOR
SINK
2.
A
6"
3' - 4"
3'-2" 4'-5 5/8"
10
3-A6.31
6
3-A6.31
3-A6.42
A3S
6'-6"
16'-0"
TABLE & CHAIR
STORAGE
3-103
OFFICE
3-105B
8"
10'-0"
6
3-108B
3-105B
2'-1"
A
9
DO NOT SCALE DRAWINGS.
16'-0"
20'-0"
6
3-109B
14'-0"
5
3-105A
12'-0"
4
11"
3
3-106CA
2
3-108A
1
1.
4'-0"W x 4'-0"H
1
3-A6.41
GG3S
2
1
2
3-A6.42
5'-3"
E
FEC1
HH3S
SEATING
3-100
6698 SF
F
PERFORMANCE
PLATFORM
3-110
1
3-A9.21
2' - 6"
E
20'-0"
ALIGN
REAR BLACK CYCLORAMA
3-A6.42
FRONT CURTAIN
1
FD
20'-0"
3
WOMENS
TOILET
3-101
40'-0"
PROSCENIUM OPENING
29'-3"
TORMENTOR
1
3-A7.01
3-100D
LINE OF BEAM
FURRING
HEADER ABOVE
11'-1 5/8"
O.H.
7
3-A9.21
-
PLATFORM
CIRCULATION
3-110B
A6
A6
UP
UP
8'-1 3/8"
3-100E
39'-3"
LEG
34'-0"
LEG
TORMENTOR
1' - 7"
UP
A6S
G
G
10'-0"
3-A6.41
4
A6S
3-100C
FIRE RESISTANCE RATING LEGEND
3-100BA
A3S
1-HOUR FRR FIRE BARRIER
3-A6.42
8"
31'-9"
3-100AF
3-100AE
3-100A
3-100B
H
3-100AD
2'-7"
H2
3
21'-9"
VESTIBULE
3-100A
3-A6.42
8
SECURITY
3-100B
H1
3' - 4"
3-100AA
1'-6"
G6
J
8'-0"
3-100AB
3-100AC
4
J
TV
WALL
MOUNT
(CFCI)
G6
3-A6.42
1
12'-0"
14'-0"
20'-0"
8'-11"
11'-1"
20'-0"
20'-0"
18'-3"
18'-3"
NO.
7/15/15 Addendum 3
5/29/15 FOR CONSTRUCTION
DATE
DESCRIPTION OF REVISION
MADE
APPR'D
DENVER PUBLIC SCHOOLS
1
2
3
4
4.5
5
6
7
8
9
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
1
3-A6.10
LEVEL 1 FLOOR PLAN - AREA A
DRAWN BY:
CHECKED BY:
DATE:
APPROVED CONTRACT DOCUMENT SCALE:
1/8" = 1'-0"
N
DENVER, CO
Designer
Author
Checker
05/29/2015
LEVEL 1 FLOOR PLAN
AS NOTED
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
DATE:
SITE NO. 983
9100 E. 56th AVE
DESIGNED BY:
DEPARTMENT OF
FACILITY MANAGEMENT
SCHOOL NO. 985
NORTHFIELD HIGH SCHOOL
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
DENVER PUBLIC SCHOOLS
7/14/2015 1:37:34 PM
AUTHORITY
DWG. NO.
3-A6.10
SHEET:
OF:
983_2478_985 _OR_ 3-A6.10
K
COMMONS
C:\Users\sdangel\Desktop\A_DPS_COMMON-II Interior.rvt
A3S
8"
3' - 4"
2-HOUR FRR FIRE BARRIER
INTERIOR ELEVATION NOTES
WALL ART,
BY OWNER
TV
WALL
MOUNT
(CFCI)
2'-0"
PLAQUE
1'-6"
PLAQUE
3-A6.42
3.
ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE OR
MASONRY, OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE
NOTED.
4.
EQUIPMENT (SHOWN DASHED) IS SHOWN FOR GENERAL
COORDINATION ONLY.
5.
FURNISHINGS (SHOWN DASHED) ARE SHOWN FOR GENERAL
COORDINATION.
6.
REFER TO SHEET 3-A3.02 FOR TYPICAL MOUNTING HEIGHTS.
7.
COORDINATE FLOOR DRAIN LOCATIONS WITH EMERGENCY
SHOWER LOCATIONS WHERE INDICATED ON ELEVATIONS.
OFFICE 3-105B - NORTH
6
1/4" = 1'-0"
OFFICE 3-105B - EAST
5
1/4" = 1'-0"
3-A6.42
10'-0"
STRUCTURE
10'-0"
STRUCTURE
1/4" = 1'-0"
SCREEN HOUSING
10'-0"
STRUCTURE
10'-0"
STRUCTURE
9'-1 1/2"
STRUCTURE
9'-1 1/2"
STRUCTURE
9'-2"
STRUCTURE
2'-6"
1'-0"
2'-0"
BLACK
DROP
VALANCE
LIGHT,
TYP.
CEILING MOUNTED
PROJECTOR
PERFORMANCE
PLATFORM
3-110
1
2'-6"
2'-8"
18'-9"
PROSCENIUM OPENING
22'-0"
PROGRAM SPEAKER BEYOND, RE: AV
SEATING
3-100
3'-0" MIN FROM
STAGE FRONT
°
.00
135
21'-0"
B.O. SCHEDULE 40 PIPING
1
13'-4"
PROJECTION SCREEN, RE: AV
35'-0" FRONT OF LENS TO SCREEN
CONTRACTOR TO CONFIRM DISTANCE WITH PROJECTOR/LENS
COORDINATE SCREEN LOCATION WITH FRONT CURTAIN
FORESTAGE
CANOPY
24'-0"
SUBWOOFER, RE: AV
1
18'-0"
PROJECTOR, RE: AV
3-100B SECURITY - SOUTH
1 1/2" DIA. SCHEDULE 40 PIPING (PAINTED P3 FOR
SEATING AREA AND P5 FOR PERFORMANCE
PLATFORM) FOR HANGING LIGHTS. SUPPORTED
FROM TRUSSES BY UNISTRUT SYSTEM.
PENDANT SPEAKER,
SEE RCP FOR
LOCATIONS, RE: AV
CEILING FAN
BASIS OF DESIGN:
"BIG ASS FAN: ESSENCE"
RE: MECH
3
1/4" = 1'-0"
1
3-A9.31
6'-0"
PROGRAM
SPEAKER
JOG PROJECTOR SUPPORT AS
REQ'D AROUND MECHANICAL DUCT
STEEL SUPPORT BRACKET, TYP.
(PAINTED TO MATCH WALL)
3-A6.42
-
1 1/2" DIA. SCHEDULE 40 PIPING (PAINTED P3
FOR SEATING AREA AND P5 FOR
PERFORMANCE PLATFORM) FOR HANGING
LIGHTS. SUPPORTED FROM TRUSSES BY
UNISTRUT SYSTEM.
10"
3-100A VESTIBULE - EAST
4
3-A6.42
1/4" = 1'-0"
3-A6.42
2'-6"
2'-6"
2'-6"
3-105 KITCHEN PANTRY - SOUTH
3'-6"
REAR BLACK CYCLORAMA
1/4" = 1'-0"
BRACE AS REQ'D
BRACE AS REQ'D
7
VERIFY EQUIPMENT ROUGH-IN DIMENSIONS WITH
MANUFACTURER
3' - 4"
RECESSED
CABINET UNIT
HEATER
TEASER
3-100A VESTIBULE - WEST
2.
5'-6"
6'-4"
4'-7"
FEC2
TIME CAPSULE NICHE
IN CONCRETE WALL,
COVERING PLAQUE.
(RE: SPEC)
COORDINATE
CONCRETE RECESS
WITH PLAQUE AND
TIME CAPSULE
REQUIREMENTS.
1'-1 1/4"
8
H1
FIRE ALARM
ANNUNCIATOR
PANEL
3' - 4"
4"
5'-1"
4'-5"
3-A6.42
H2
L1 L1 L1 L1 L1
DO NOT SCALE DRAWINGS.
TEASER
CONCRETE
REVEAL
1.
2
3-A6.42
SECTION THRU PERFORMANCE PLATFORM AND SEATING AREA
1/4" = 1'-0"
MECHANICAL DUCT
IN THE FOREGROUND
10'-0"
AP1
10'-0"
AP2
10'-0"
AP1
AP1
10'-0"
EQ
AP1
AP1
AP1
AP2
AP2
ACOUSTIC
PANELS, TYP.
2
3-A9.31
CENTER SCONCE BELOW
ACOUSTIC PANEL, TYP.
1
8'-0"
OPENING
NO.
7/15/15 Addendum 3
5/29/15 FOR CONSTRUCTION
DATE
DESCRIPTION OF REVISION
MADE
APPR'D
DENVER PUBLIC SCHOOLS
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
OPEN TO
BEYOND
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
DRAWN BY:
CHECKED BY:
DATE:
APPROVED CONTRACT DOCUMENT SCALE:
1
3-A6.42
Designer
Author
Checker
05/29/2015
INTERIOR ELEVATIONS
AS NOTED
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
3-100 SEATING - WEST
1/4" = 1'-0"
DATE:
DENVER, CO
9100 E. 56th AVE
DESIGNED BY:
33'-0"
SITE NO. 983
NORTHFIELD HIGH SCHOOL
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
DEPARTMENT OF
FACILITY MANAGEMENT
SCHOOL NO. 985
DWG. NO.
3-A6.42
SHEET:
COMMONS
FEC1
10'-0"
OPENING
PT6
6'-0"
PT5
DENVER PUBLIC SCHOOLS
7/14/2015 1:39:37 PM
AUTHORITY
OF:
983_2478_985 _OR_ 3-A6.42
AP1
3 1/2"
AP1
3 1/2"
AP2
C:\Users\sdangel\Desktop\A_DPS_COMMON-II Interior.rvt
10'-0"
2'-0"
LINE OF WINDOW
BEHIND BEAM
FURRING HEADER
10'-0"
4'-0"
EQ
3' - 0"
6"
6"
6"
6"
6"
G
6"
HORIZONTAL METAL PANELS
1 1/2"
5/8" GYPSUM BOARD
24 GA. PRE-FINISHED
COPING
12
2" CONT CAVITY WALL INSULATION
6 5/8"
WEEP SYSTEM W/THRU-WALL
FLASHING
TAPERED EDGE STRIP
GLUED TO TOP NAILER
118' - 0"
BRICK LEDGE
COLD FORMED CEE
GIRT C8x5.4
22 GA. CONT. CLEAT
NAILED @ 8" O.C
METAL DRIP EDGE
SET IN SEALANT
5/8" GYPSUM SHEATHING
22 GA. VERTICAL METAL
WALL PANEL
22 GA. PRE-FINISHED METAL
WALL PANEL TO MATCH EXISTING @
SLC & GYMNASIUM ( FIRESTONE VRCLASSIC OMEGA)
11
6" METAL STUDS @ 6" O.C.
R-19 BATT INSULATION
WALL SECTION DETAIL
4
2 PIECE 24 GA. GALVANIZED
COUNTERFLASHING w/ SEALANT
@ TOP HEM. SET RECEIVER ON
COMPRESSED BUYTL RUBBER
SEALANT TAPE
3-A5.06 3-A9.05
1 1/2" = 1'-0"
FACE BRICK: SEE EXTERIOR
ELEVATIONS
5/8" GYPSUM BOARD
SHEATHING
60 MIL EPDM OVER 1/2"
PROTECTION BOARD
ROOF TOP SCREEN DETAIL.
3-A5.01 3-A9.05
FACE BRICK: SEE EXTERIOR
ELEVATIONS
TERM BAR PIN TO WALL @
12" O.C
8" x 8" STEEL TUBE w/
HIGH PERFORMANCE PAINT
SEE STRUCTURAL DWGS
NOTE: PROVIDE ADDITIONAL
GIRTS. AS REQUIRED BY
ENGINEERED SPAN OF
METAL WALL PANELS
10 COURSES @ 6'-8"
22 GA. CONT. CLEAT
NAILED @ 8" O.C
GRACE "ULTRA" OR EQUAL UNER
METAL CAP
24 GA. PRE-FINISHED
METAL CAP
2" CONT. CAVITY WALL
INSULATION
VENEER ANCHORS @ 16" x 16"
O.C
AIR SPACE
1' - 9"
GRACE PERM-A-BARRIER (OR
EQUAL) WALL FLASHING (1/2" BACK
FROM BRICK FACE
10 COURSES @ 3'-4"
VENEER ANCHORS
@ 16" x 16" O.C
BASE FLASHING TO MATCH
HORIZONTAL METAL PANELS
TAPERED EDGE STRIP
GLUED TO TOP NAILER
VENEER ANCHORS @ 16" O.C.
24 GA. PRE-FINISHED
METAL CAP
AIR SPACE
TERM BAR PIN TO WALL
@ 12" O.C
R-19 BATT INSULATION
BITUTHENE LIQUID
MEMBRANE
1 1/2" = 1'-0"
22 GA. CONT. CLEAT
NAILED 8" O.C
TYPE 1 FACE BRICK
5/8" GYPSUM BOARD
SHEATHING
5/8" GYPSUM SHEATHING
PANEL PROFILE
3-A2.02 3-A9.05
6" METAL STUDS @ 16"
O.C
FACE BRICK SEE EXT. ELEVATION
AIR SPACE
TYPICAL METAL PANEL PROFILE FOR ROOF TOP
MECHANICAL SCREENS TO MATCH EXISTING PANELS @
SLC & GYMNASIUM (FIRESTONE VR-CLASSIC OMEGA)
TAPERED EDGE STRIP
GLUED TO TOP OF NAILER
FLUID-APPLIED WEATHER
BARRIER
FLUID-APPLIED WEATHER
BARRIER
R-19 BATT INSUALTION
2" CONT. CAVITY WALL
INSULATION
AIR SPACE
BRICK LEDGE DETAIL- INTERIOR
7
1 1/2" = 1'-0"
6" METAL STUDS @ 16"
O.C
3-A5.05 3-A9.05
VENEER ANCHORS @ 16" x 16"
O.C
1 1/2" = 1'-0"
GRACE PERM-A-BARRIER (OR
EQUAL) WALL FLASHING (1/2" BACK
FROM BRICK FACE)
STEEL TUBE: SEE
STRUCTURAL DWGS.
WEEP SYSTEM w/
THRU-WALL FLASHING
METAL DRIP EDGE SET IN SEALANT
5/8" GYP. BD.
8" CMU WALL W/ #5 @ 24"
CENTER W/ MATCHING
DOWELS
5 COURSES @ 3'-4"
BITUTHENE LIQUID
MEMBRANE
22 GA. VERTICAL METAL
WALL PANEL
22 GA. VERTICAL METAL
WALL PANEL
GRACE PERM-A-BARRIER (OR
EQUAL) WALL FLASHING (1/2" BACK
FROM BRICK FACE
5/8" GYPSUM BOARD
R-19 BATT INSULATION
WEEP SYSTEM W/THRU-WALL
FLASHING
2" CONT CAVITY WALL
INSULATION
6" METAL STUDS @ 16"
O.C
5/8" GYPSUM BOARD
SHEATHING
WEEP SYSTEM W/ THRU-WALL
FLASHING
118' - 0"
BRICK LEDGE
8" x 8" STEEL TUBE w/
HIGH PERFORMANCE PAINT
SEE STRUCTURAL DWGS
CONT. BOND BEAM TOP
AND BOTTOM
FULLY GROUTED BELOW
GRADE
10
3-A5.01 3-A9.05
1 1/2" = 1'-0"
WALL SECTION DETAIL
3
3-A5.05 3-A9.05
1 1/2" = 1'-0"
STEEL ANGLE: SEE
STRUCTURAL DWGS.
TERM BAR PIN TO WALL @
12" O.C
6" METAL STUDS @ 16"
O.C
R-19 BATT INSULATION
1" INSULATED LOW-E GLASS
3"
ALUMINUM STOREFRONT
SHIM
5/8" GYP. BD.
BACKER ROD IN SEALANT
.090 ALUMINUM SILL TO
MATCH STOREFRONT
5/8" GYPSUM BOARD
SHEATHING
60 MIL EPDM OVER 1/2"
PROTECTION BOARD
3 1/2" X 3 1/2" X 5/16" STEEL
ANGLE
STEEL TUBE: SEE
STRUCTURAL DWGS.
VENEER ANCHORS @ 16" x 16"
O.C
FLUID-APPLIED WEATHER
BARRIER
6" METAL STUDS @ 16"
O.C
NOTE: FOR METAL WALL
PANEL PROFILE; SEE DETAIL
12 ON THIS SHEET
2' - 0"
1" INSULATED LOW-E GLASS
METAL STUDS @ 24" O.C.
METAL DRIP EDGE
SET IN SEALANT
2 PIECE 24 GA. GALVANIZED
COUNTERFLASHING w/ SEALANT
@ TOP HEM. SET RECEIVER ON
COMPRESSED BUYTL RUBBER
SEALANT TAPE
ROOF TOP SCREEN DETAIL
BACKER ROD IN SEALANT
ALUMINUM STOREFRONT
AIR SPACE
COLD FORMED CEE
GIRT C8x5.4
BASE TRIM
SHIM
FACE BRICK SEE EXTERIOR
ELEVATIONS
COLD FORMED CEE
GIRT C8x5.4
3-A5.05 3-A9.05
22 GA. TRIM COVER
2" CONT. CAVITY WALL
INSULATION
BRICK LEDGE DETAIL-EXTERIOR
6
1 1/2" = 1'-0"
AIR SPACE
R-19 BATT INSULATION
(4) #5 CONT.
FACE BRICK: SEE EXTERIOR
ELEVATIONS
8" x 8" STEEL TUBE:
SEE STRUCTURAL DWGS.
1' - 0"
COLD FORMED CEE
GIRT C8x5.4
2
WALL SECTION DETAIL
3-A5.05 3-A9.05
22 GA. CORNER
TRIM
#5 @ 12" O.C
1 1/2" = 1'-0"
G
FACE BRICK: SEE
EXTERIOR ELEVATIONS
5/8" GYPSUM BOARD
SHEATHING
FLUID-APPLIED WEATHER
BARRIER
VENEER ANCHORS @ 16" x 16"
O.C
22 GA. PRE-FINISHED
METAL WALL PANEL TO MATCH
EXISTING @ SLC & GYMNASIUM
(FIRESTONE VR-CLASSIC
OMEGA)
4' - 0"
6" METAL STUDS @ 16"
O.C
9
13
SCREEN WALL CAP
3-A2.01 3-A9.05
9
1 1/2" = 1'-0"
R-19 BATT INSULATION
AIR SPACE
LEVEL 1
100' - 0"
ROOF TOP SCREEN
3-A2.02 3-A9.05
2" CONT. CAVITY WALL
INSULATION
WEEP SYSTEM w/
THRU-WALL FLASHING
1 1/2" = 1'-0"
5/8" GYPSUM BOARD
SLAB-ON-GRADE:
SEE STRUCTURAL DWGS
METAL DRIP EDGE
SET IN SEALANT
6" METAL STUDS @ 16"
O.C
2"
AIR SPACE
6" METAL STUDS @ 16"
O.C
1
EXTRA STRONG PIPE
BOLLARD 8" DIA x 3'-6" x
0.5", FILL FULL HEIGHT
WITH CONC.
GRACE PERM-A-BARRIER (OR
EQUAL) WALL FLASHING OVER
BITUTHENE LIQUID MEMBRANE
UNDER-SLAB
VAPOR BARRIER
DAMPPROOFING
4" GRAVEL FILL
2" (R-10) PERIMETER
INSULATION
ELEVATED PERFORMANCE
PLATFORM: SEE STRUCTURAL
DWGS.
5/8" GYPSUM BOARD
SHEATHING
WALL SECTION DETAIL
1
3'-6"
HIGH PERFORMANCE
PAINT
3-A5.06 3-A9.05
1 1/2" = 1'-0"
UNDER-SLAB VAPOR
BARRIER
FLUID-APPLIED WEATHER
BARRIER
SEALANT
DAMPPROOFING
2" CONT. CAVITY WALL
INSULATION
3'-0"
AIR SPACE
WEEP SYSTEM w/
THRU-WALL FLASHING
LEVEL 1
100' - 0"
07/15/15 Addendum #3
05/29/15 For Construction
05/04/15 Progress Set
NO. DATE
DESCRIPTION OF REVISION
METAL DRIP EDGE
SET IN SEALANT
2" (R-10) PERIMETER
INSULATION
DAMPPROOFING
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
DENVER PUBLIC SCHOOLS
DEPARTMENT OF
FACILITY MANAGEMENT
3-A2.01 3-A9.05
WALL SECTION DETAIL
3-A5.03 3-A9.05
BOLLARD DETAIL
APPR'D
SCHOOL NO. 985
1 1/2" = 1'-0"
DATE:
DENVER, CO
5500 CENTRAL PARK BOULEVARD - SLC BUILDING
DESIGNED BY:
TH
DRAWN BY:
AE
CHECKED BY:
SCALE:
GA
05/29/15
SECTION DETAILS
AS NOTED
ASSOCIATE ARCHITECT
ARCHITECT OF RECORD
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
1 1/2" = 1'-0"
SITE NO. 983
STAPLETON NORTHFIELD CAMPUS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
APPROVED CONTRACT DOCUMENT
8
MADE
DEPARTMENT OF FACILITY MANAGEMENT
c 2015 LOA Architecture
DATE:
5
AUTHORITY
DENVER PUBLIC SCHOOLS
FACE BRICK: SEE EXTERIOR
ELEVATIONS
GRACE PERM-A-BARRIER (OR
EQUAL) WALL FLASHING OVER
BITUTHENE LIQUID
MEMBRANE
7/14/2015 12:59:28 PM
1
DWG. NO.
3-A9.05
SHEET:
OF:
983_2478_985 _OR_ 3-A9.05
VENEER ANCHORS @ 16" x 16"
O.C
COMMONS
1/2" EXPANSION MATERIAL
2' - 6"
4" SLAB-ON-GRADE
SEE: STRUCTURAL
DWGS.
6"
C:\Users\aelmore\Documents\A_DPS_MONUMENT SIGNS_AElmore.rvt
4" GRAVEL FILL
DOOR STOP
2" x 2" x 1/4" STEEL TUBE
BOLLARD w/ 1/4" FULLY
WELDED TOP CAP. 42"
TALL ABOVE GRADE AND
30" BELOW GRADE
2' - 7 5/8" FIELD VERIFY
INCISED 1/8" DEEP MIN.
3/8"
1' - 3 5/8"
2 7/8"
FLUID-APPLIED WEATHER
BARRIER
0°
10
4"
6"
2015
2" CONT. CAVITY WALL
INSULATION
45 DEGREE BEVEL
1' - 2 7/8"
DENVER PUBLIC SCHOOLS
3 5/8"
1' - 3 5/8"
3'-0" x 7'-0" INSULATED
HM DOOR
NOTE: SEE DETAIL 8 ON THIS
SHEET FOR ADDITIONAL
INFORMATION
3/8"
3 1/4" 1 1/4"
3/8"
1 3/8"
45 DEGREE BEVEL
TYP. ON ALL SIDES
12" DIA. x 36" DEEP CONCRETE
PIER
45 DEGREE BEVEL
INCISED 1/4" DEEP MIN.
NOTE: WALL CONDTIONS VARY @
EACH DOOR. SEE PLAN DETAILS
LEVEL 1
100' - 0"
DOOR STOP DETAIL PLAN VIEW
6
3-A9.10 3-A9.07
CORNERSTONE DETAIL
3
1 1/2" = 1'-0"
3-A3.11 3-A9.07
1 1/2" = 1'-0"
3-A3.11
C. R. LAURENCE (OR EQUAL)
BRUSHED STAINLESS STEEL
GLASS STANDOFF BASE &
CAP CAT # RSOB2134BS.
TYPE OF 6
DOOR STOP
2"
1' - 8"
8" X 10" PHOTO
OR ART WORK
PROVIDED BY
DPS
SEE INSCRIPTION BELOW
NOTE: TIME CAPSULE TO BE
PLACED BEHIND BOARD OF
EDUCATION PLAQUE
1' - 4"
3'-6"
3/4" TEMEPERED
SAFETY GLASS
SEALANT
2'-6"
1"
PROVIDE AIRTIGHT
SILICONE TO SEAL LID
AFTER CONTENTS ARE
PLACED INSIDE
BRAISED CORNERS
5
1'-
5/8
"
"
5/8
3 1/2"
1'3
2"
1/2" RADIUS, TYPICAL ALL
CORNERS
1/2" EXPANSION
MATERIAL
Paul Sandoval described himself as a humble tamale maker. In reality he built
a thriving business while positively impacting K-12, graduate and postgraduate education in the State of Colorado. He served as a Colorado State
Senator, a Denver School Board member, and a Colorado Commission on
Higher Education member.
NOTE: WORDS SHOWN ARE
BY ARCHITECT. DPS TO
PROVIDE EXACT WORDING,
GRAMMAR AND
CAPITALIZATION
Senator Sandoval passed the first laws governing education equity and
bilingual education. He worked toward a quality education for all students and
established policy for Colorado Colleges and universities. He
recieved a Presidential appointment to serve as Vice Chairman of the
National Association of Bilingual Education.
6"
14 GA. x 18 A366 COLDROLLED CARBON STEEL
PANELS
3-A3.11
1' - 4"
Paul Sandoval
ETCHED GLASS
1/2" DIA. x 36" DEEP
CONCRETE PIER
1'
-
DOOR STOP DETAIL SECTION
8
1' - 4"
2"
2" x 2" x 1/4" STEEL TUBE
BOLLARD w 1/4" FULLY
WELDED TOP CAP. 42"
TALL ABOVE GRADE 30"
BELOW GRADE
3' - 0"
2"
3-A9.07
31
1'
/2"
5
1 1/2" = 1'-0"
3-A9.07
51
/2"
Countless students in the United States benefited from the opportunities and
guidance provided by this Denver leader. Paul Sandoval's name and campus
will inspire future DPS Students and help them realize their dreams.
TIME CAPSULE BOX
3-A9.07
PAUL SANDOVAL PLAQUE
2
1 1/2" = 1'-0"
3-A2.01
3-A9.07
1 1/2" = 1'-0"
2' - 0"
3"
1' - 6"
3"
2"
1"
45 DEGREE BEVEL TYP.
ON ALL SIDES
SPUN ALUMINUM
BALL
BOARD OF EDUCATION
Happy Haynes, President
Anne Rowe, Vice President
Rosemary Rodriguez, Secretary
Michael Johnson, Treasurer
Landri Taylor
Barbara O'Brien
Arturo Jimenez
1/2"
TIME CAPSULE BOX
(BEHIND)
Tom Boasberg, Superintendent
2"
HALYARD COVER
BRONZE ALLOY PLAQUE,
DARK OXIDE, LEATHERED
FACE, CLEAR COATED
1"
2 FLAG SNAPS
35' @ US FLAG
30' @ STATE FLAG
25' @ DPS FLAG
ONE HALYARD
CLEAT COVER BOX
M
O
FR
D CT
E
T JE
E
L O
E
D PR
5/8" GYPSUM BOARD
WEEP SYSTEM w/
THRU-WALL FLASHING
METAL DRIP EDGE
SET IN SEALANT
BITUTHENE LIQUID
MEMBRANE
GRACE "ULTRA" OR EQUAL
@ CAP
GRACE PERM-A-BARRIER
(OR EQUAL)
WALL FLASHING
6 5/8"
4 3/4"
4 X 6 CLOSED 24 GA PREFINISHED SHEET METAL
DOWNSPOUT
HARDWOOD WEDGES
1
22 GA. CONT. CLEAT
NAILED @ 8" O.C
DRY TAMPED SAND
BITUTHENE LIQUID
MEMBRANE
5' - 0"
STEEL LINTEL: SEE
STRUCTURAL DWGS.
STEEL CENTERING WEDGES
WELDED IN PLACE
24 GA. PRE-FINISHED CAP
OVER WATERPROOFING
5/8" GYPSUM BOARD
SHEATHING
NOTE: TREAT ALL GYPSUM
BOARD SHEATHING JOINTS w/
SILICONE SEALANT APPROVED
BY WEATHER BARRIER MFGR.
P1 (PLATE) 3/16 x 16 x 1'-4" MIN STEEL
FOUNDATION SLEEVE PLATE
FLUID-APPLIED WEATHER
BARRIER
GRAVEL FILL
2" CONT. CAVITY WALL
INSULATION
P1 (PLATE) 3/16" x 6 x 0'-6" MIN STEEL
FOUNDATION SUPPORT PLATE
VENEER ANCHORS @ 16" x 16"
O.C
AIR SPACE
9
COLLECTOR HEAD DETAIL
1 1/2" = 1'-0"
7
ENLARGED FLASHING DETAIL
3-A9.03 3-A9.07
3" = 1'-0"
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
1' - 4"
3' - 0"
DENVER PUBLIC SCHOOLS
4
APPROVED CONTRACT DOCUMENT
SCHOOL NO. 985
APPR'D
3/4" = 1'-0"
DATE:
SITE NO. 983
DENVER, CO
STAPLETON NORTHFIELD CAMPUS
5500 CENTRAL PARK BOULEVARD - SLC BUILDING
DESIGNED BY:
TH
DRAWN BY:
AE
CHECKED BY:
SCALE:
GA
05/29/15
MISC. DETAILS
AS NOTED
ASSOCIATE ARCHITECT
ARCHITECT OF RECORD
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
FLAG POLE DETAIL
3-A9.07
SCHOOL DISTRICT NO. 1
DATE:
4' - 0"
3-G2.01
MADE
DEPARTMENT OF FACILITY MANAGEMENT
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
DEPARTMENT OF
FACILITY MANAGEMENT
3/4" DIA. STEEL LIGHTING GROUND
SPIKE WELDED TO PLATES
AUTHORITY
DENVER PUBLIC SCHOOLS
c 2015 LOA Architecture
FACE BRICK: SEE
EXTERIOR ELEVATIONS
3-A4.01 3-A9.07
07/15/15 Addendum #3
05/29/15 For Construction
NO. DATE
DESCRIPTION OF REVISION
FOUNDATION SLEEVE 16 GA.
CORRUGATED AND
GALVANIZED STEEL TUBE MIN.
3000 PSI CONCRETE
4"
10 3/4"
2"
6 3/4"
TEM BAR w/ FASTENERS
@ 12" O.C
2"
24 GA PRE-FINISHED SHEET
METAL HEADER BOX
3" = 1'-0"
SEALANT OR WATERPROOF
COMPOUND 2" DEEP
1' - 0"
3"
2" OVERLAP
(MIN)
10"
1"
3"
TIME CAPSULE PLAQUE
3-A9.07
ALUMINUM FLASH COLLAR
2 PC 24 GA. GALVANIZED
COUNTERFLASHING w/
SEALANT @ TOP HEM.
SET RECEIVER ON COMPRESSED
BUTYL RUBBER SEALANT TAPE
2" OVERLAP
(MIN)
1' - 4"
1
3-A2.01
DWG. NO.
3-A9.07
SHEET:
OF:
983_2478_985 _OR_ 3-A9.07
7/14/2015 3:35:21 PM
C:\Users\tholk\Documents\A_DPS_COMMON-II Core Shell_tholk.rvt
R-19 BATT INSULATION
6" METAL STUDS @ 16"
O.C
CAST ALUMINUM CLEATS
VENEER ANCHORS @ 16" x 16"
O.C
REFERENCE SPECIFICATION
SECTION 10 14 00
1' - 6"
DEDICATED TO THE CITIZENS OF DENVER
1 1/4"
3/4"
3/4"
1 1/4"
1 3/4"
1 1/4" 1"
1"
SATIN RAISED LETTER
FAVES (HELVETICA OR
SIMILAR) CENTER
JUSTIFIED, CLEAR COATED
2 3/4"
2015
INCISED 1/8" DEEP MIN.
TYP.
1 3/4"
NORTHFIELD HIGH SCHOOL
1'-6" X 1'-4" x 4"
BLOCK -OUT FOR
TIME CAPSULE
CAST ALUMINUM
STATIONARY TRUNK
FACE BRICK: SEE EXTERIOR
ELEVATONS
MOUNTED WITH
CONCEALED STUDS
AT ALL CORNERS
TYP. EDGE 1/2"
FINISH NOTES
1
2
3
4
5
6
7
8
9
1.
ALL CORNER GUARDS TO BE 4'-0" HIGH CG1, UNLESS NOTED
OTHERWISE.
2.
ALL CORNER GUARDS TO BE INSTALLED ABOVE FLOOR BASE.
FINISH LEGEND
CPT1
FLOOR FINISH
(TRANSITION)
FLOOR FINISH
CPT1
A
A
OFFICE
3-105B
WC1
P1E
RB1
SC1
CG2
PT4 P1E
PT1
PT1
B
P1
RB1
SC1
PT2/P1E
PT1
PT1
VESTIBULE
3-103.1
C
WP1: FRP Panels (floor
to 4'-0" AFF) on all walls
1
WATER ENTRY
3-108
ELECTRICAL
3-109
SERVING
3-104
PROVIDE A 6'-0" TALL
WAINSCOT (PT5 & PT6)
AROUND THE ENTIRE
WALL. MATCH RANDOM
PATTERN ON ADJACENT
WALLS
P1
RB1
SC1
P1
RB1
SC1
1
P1E
PT1
PT1
WINDOW COVERING LEGEND
CORRIDOR
3-106
P1
RB1
SC1
ALIGN EDGE OF FLOOR
COLOR TRANSITION WITH
EDGE OF WALL/TILE
VESTIBULE
3-106D
UP
P5
RB1
SC1
WWP1: WOOD WALL PANEL, SUSTAINABLE FLOORING, TEXTURA
RECYCLED, 3/8" THICK X 53.5" WIDE X 13.5" HIGH, COLOR: WALNUT.
PROVIDE TRIM AND ACCESSORIES AS REQUIRED.
TILE:
G1: CUSTOM BUILDING PRODUCTS, GROUT COLOR TBS
PT1: PORCELAIN TILE, 2" X 2" X .25" UNGLAZED PLAIN FACE FLOOR TILE,
DALTILE KEYSTONES, GROUP 1 KEYSTONES ELEMENTAL DESERT GRAY
SPECKLE D200 AS FIELD (FLOORS), PROVIDE ALL TRIM PIECES SUCH AS
INSIDE AND OUTSIDE CORNER COVE BASE (BUILT-UP COVE, MB-5A),
STRAIGHT COVE BASE (BUILT-UP COVE, MB-5A), BULLNOSE BUILT-UP
COVE AT PAINTED WALLS.
PT2: CERAMIC TILE, 4.25" X 4.25" X 5/16" TILE DALTILE MATTE GROUP 1
URBAN PUTTY (WALLS)
PT3: CERAMIC TILE, 4.25" X 4.25" X 5/16" TILE DALTILE SEMI-GLOSS
GROUP 4 MUSTARD Q012 (WET WALL ONLY)
PT4: CERAMIC TILE, 4.25" X 4.25" X 5/16" TILE DALTILE SEMI-GLOSS,
FESTIVA WILLOW QF42 (WET WALL ONLY)
PT5: PORCELAIN TILE, 12" X 24" (WALLS) TILE, NOVABELL, MILANO
SERIES, MONTENAPOLEONE MATTE
PT6: PORCELAIN TILE, 12" X 24" (WALLS) TILE, NOVABELL, MILANO
SERIES, SCALA MATTE
TRC: SCHLEUTER, ANNODIZED ALUMINUM AT ALL TILE FLOORING
TRANSITIONS
PT2/P1E
PT1
PT1
WC2
P1
PT5&6
RTP1
P5
RB1
WD1
AT CLERESTORY
PT4
PERFORMANCE
PLATFORM
3-110
MOTORIZED ROLLER SHADES - BLACKOUT
WD1: WOOD PERF. PLATFORM FLOOR SYSTEM, RE: 1/3-A9.21
1
SEATING
3-100
WC2
SS1: SOLID SURFACE, CORIAN, WHISPER, WINDOW SILLS, UNO
UP
ALIGN EDGE OF FLOOR
COLOR TRANSITION WITH
EDGE OF DOOR FRAME
WOMENS
TOILET
3-101
METAL SLAT HORIZONTAL BLINDS
INTERIOR ARCHITECTURAL WOODWORK:
PL1: PLASTIC LAMINATE, FORMICA, NEUTRAL WEFT, 5875-58,
HORIZONTAL SURFACES THROUGHOUT, UNO
PL2: PLASTIC LAMINATE, FORMICA, CHERRY BIRCH, 7484-58, VERTICAL
SURFACES THROUGHOUT, UNO
C
PLATFORM
CIRCULATION
3-110A
WC1
FINISH SCHEDULE
P1
RB1
WOM1
UP
E
FLOOR FINISH GRAIN DIRECTION
CORNER GUARDS (CG1 & CG2)
P1
RB1
SC1
P1E
RB1
SC1
FAMILY ASSIST
TOILET
3-106A
P1
PT5&6
RTP2
AT CLERESTORY
P1
PT5&6
RTP2
WALL ACCENT FINISH
CUST
3-106B
P1
PT5&6
RTP2
P1
RB1
RTP2
VESTIBULE P1
3-102.1
RB1
RTP2
FLOOR FINISH
SV01
IDF
3-106C
P1
RB1
WOM1
D
WP1: FRP Panels (floor
to 4'-0" AFF) on all walls
1
WC2
VESTIBULE
3-100C
SV1
ACCENT
THEATER
STORAGE
3-107
PT4
P1E
RB1
SC1
BASE FINISH
B
CUST.
3-104A
PT3
RB1
FINISH EXTENTS
P1
RB1
SC1
1
LAUNDRY
3-104B
P1E
RB1
SC1
TABLE & CHAIR
STORAGE
3-103
MEN TOILET
3-102
TOILET
3-105A
WALL FINISH
KITCHEN
PANTRY
3-105
WP1: FRP Panels (floor
to 4'-0" AFF) on all walls
P1
RB1
SC1
P1
CARPET:
CPT1: TANUDS, 6' ROLL, POWERBOND, PARADIGM 04316, PARTICOLOR
13508 (OFFICE)
WOM1: TANDUS, CARPET TILE, 24" X 24" ABRASIVE ACTION II 02578,
WINTER GRAY 19103 (ENTRIES) ER3 MODULAR BACKING
E
CONCRETE:
SC1: SEALED CONCRETE PER SPECIFICATION
RTP1: RETROPLATE CONCRETE POLISHING SYSTEM, LARGE AGGREGATE
GRIND, MEDIUM SHEEN, COLOR - SLATE BLUE
RTP2: RETROPLATE CONCRETE POLISHING SYSTEM, LARGE AGGREGATE
GRIND, MEDIUM SHEEN, COLOR - SAND
F
RESILIENT WALL AND BASE ACCESSORIES:
RB1: RESILIENT COVE BASE, JOHNSONITE THERMOSET BASEWORKS,
COLOR #44 DARK BROWN, 4" HIGH
RUBBER STAIR TREAD: (PERFORMANCE PLATFORM STAIRS),
JOHNSONITE, INTEGRAL TREAD/RISER, #44 DARK BROWN, U.N.O.
TRR: RESILIENT TRANSITION, JOHNSONITE PROFILES AS NEEDED, TMOULD PREFERRED BY DISTRICT, PROVIDE TRANSITION STRIPS AT EACH
DOOR
INTERIOR PAINTING ( 'E' SUFFIX = EPOXY IN LIEU OF SEMI-GLOSS):
P1: KWAL PAINT, CLW1038W (MAIN)
P2: SHERWIN WILLIAMS, PEPPERCORN SW7674 (DOOR FRAME)
P3: SHERWIN WILLIAMS, PEPPERCORN SW7674 (HIGH PERFORMANCE
PAINT FOR BEAMS, JOISTS, AND COLUMNS. DOES NOT INCLUDE EXPOSED
DECK, U.N.O.)
P4: PURE WHITE, EXPOSED DECK AS NOTED ON DRAWINGS, U.N.O.
P5: BLACK, FLAT
LINE OF BEAM
FURRING
HEADER ABOVE
UP
UP
AT CLERESTORY
PLATFORM
CIRCULATION
3-110B
WC2
G
UP
CORNER GUARDS:
CG1: CORNER GUARD, GALVANIZED STEEL PAINTED TO MATCH
ADJACENT, 2-1/2" X 2-1/2" WINGS, 4'-0" TALL
CG2: CORNER GUARD, STAINLESS STEEL EMBOSSED PATTERN #4 SATIN
FINISH (WARMING PANTRY), 4'-0" TALL
P5
RB1
SC1
G
METAL TOILET COMPARTMENTS:
MTC1: BRADLEY, BAKED ENAMEL, #2123 CHARCOAL, PER SPECIFICATION
ACOUSTIC PANELS:
AP1: COMMON SEATING, 1" THICK, DECOUSTICS - AP, FR701 2100,
FLANNEL 795
AP2: COMMON SEATING, 1" THICK, DECOUSTICS - AP, FR701 2100, SILVER
NEUTRAL 406
6'-0"
P1
PT5&6
RTP2
H
H
1
P1
RB1
CPT1
SECURITY
3-100B
VESTIBULE
3-100A
LOCKERS:
L1: BASIS OF DESIGN: LYONS, 12"X12"X72" DOUBLE TIER, COLOR: T.B.D.
P1
RB1
WOM1
WALL PROTECTION:
WP1: FRP, CRANE COMPOSITES, 4 X 8 SHEETS, 4'-0" WAINSCOT TALL.
COLOR: T.B.D.
J
1
NO.
7/15/15 Addendum 3
5/29/15 FOR CONSTRUCTION
DATE
DESCRIPTION OF REVISION
AUTHORITY
MADE
APPR'D
DENVER PUBLIC SCHOOLS
1
2
3
4
4.5
5
6
7
8
9
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
1
3-I2.10
FINISH PLANS LEVEL 1 - AREA A
DRAWN BY:
CHECKED BY:
DATE:
APPROVED CONTRACT DOCUMENT SCALE:
1/8" = 1'-0"
N
Designer
Author
Checker
05/29/2015
FINISH PLAN LEVEL 1
AS NOTED
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
DATE:
DENVER, CO
9100 E. 56th AVE
DESIGNED BY:
DEPARTMENT OF
FACILITY MANAGEMENT
SITE NO. 983
NORTHFIELD HIGH SCHOOL
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
DENVER PUBLIC SCHOOLS
SCHOOL NO. 985
DWG. NO.
3-I2.10
SHEET:
OF:
983_2478_985 _OR_ 3-I2.10
K
COMMONS
C:\Users\sdangel\Desktop\A_DPS_COMMON-II Interior.rvt
J
7/14/2015 1:40:14 PM
WINDOW COVERING:
WC1: METAL SLAT HORIZONTAL BLINDS, BASIS OF DESIGN: SWF
CONTRACT, COLOR: NATURAL STONE 181
WC2: MOTORIZED ROLLER SHADE, MECHOSHADE, ELECTRO/2,
BLACKOUT SHADECLOTH COLLECTION, EQUINOX BLACKOUT, 0100
SERIES (OPAQUE) WINTER 0118
COMMONS - DESIGN LOAD CRITERIA:
2
1
3
12'-0"
4
14'-0"
5
20'-0"
6
20'-0"
7
20'-0"
8
20'-0"
A. DEAD LOADS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
AS SHOWN ON PLANS
C. ROOF LIVE LOADS . . . . . . . . . . .
SEE SNOW AND WIND LOADS BELOW (30 PSF
MINIMUM)
D. BUILDING OCCUPANCY CATEGORY (IBC 1604.5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . III
E. SNOW LOADS:
GROUND SNOW LOAD, Pg . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30
. .PSF
FLAT ROOF SNOW LOAD, Pf . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .30. PSF
.
SNOW EXPOSURE FACTOR, Ce . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.0
SNOW LOAD IMPORTANCE FACTOR, Is . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.1
THERMAL FACTOR, Ct. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.0
SEISMIC LOADS:
SEISMIC IMPORTANCE FACTOR, Ie . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.25
Ss . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .0.173
.
S1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.057
.
SITE CLASS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D
Sds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .0.184
.
Sd1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .0.091
.
SEISMIC DESIGN CATEGORY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B
DESIGN SEISMIC FORCE RESISTING SYSTEM (S) . . .
9
18'-3"
18'-3"
RE: CIVIL
9"
1' - 0"
6' - 8"
2' - 1"
17' - 11"
4' - 7"
6' - 0"
5' - 0"
6' - 4"
3' - 4" 3' - 7"
DESIGN BASE SHEAR . . . . . . . . . . .
SEISMIC RESPONSE COEFFICIENT, Cs .
RESPONSE MODIFICATION FACTOR, R .
ANALYSIS PROCEDURE USED . . . . . .
3-S4.35
4
2
3-S4.31
3-S4.31
3-S4.31
1
6
3
4
3
3-S4.31
3-S4.33
3-S4.31
3-S4.33
8"
HSS6X6X1/4
BP6
6
4
3-S4.31
3-S4.31
A
7"
FH
HSS6X6X1/4
BP6
15' - 4"
HSS6X6X1/4
BP6
FH
FH
HSS6X6X1/4
BP6
3
3-S4.33
6' - 11"
3-S4.32
6"
HSS10X10X5/16
BP5
7
1
102' - 6" T.O. WALL
3-S3.30
6
6
3-S4.31
3-S4.32
6' - 8"
HSS10X10X5/16
BP5
1' - 5 1/2"
HSS10X10X5/16
BP5
HSS6X6X1/4
HSS10X10X5/16
BP5
2' - 1"
HSS6X6X1/4
BP6
3-S4.00
TYP
1' - 8 1/4"
1' - 11 1/2"
1' - 6"
3
2' - 4 1/2"
4
3-S4.31
10' - 0 1/2"
4
3-S3.30
3' - 0"
FC
FE
3-S4.31
5' - 10"
COILING DOOR SUPPORT POST
~ RE: SUPPLIER (TYP. OF 2)
4' - 10"
UP
8
3-S4.32
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
. . . . . . . . . . . . . . . . . . . . . 97 k
. . . . . . . . . . . . . . . . . . . . . .0.077
.
. . . . . . . . . . . . . . . . . . . . . . .
.EQUIVALENT LATERAL FORCE ANALYSIS
( ASCE-7 12.8)
UP
UP
8
3
3-S4.32
3-S4.32
2
3
4
5
ROOF NOT AT
EDGES/CORNERS
ROOF AT
EDGES
ROOF AT
CORNERS
WALLS NOT AT
CORNERS
WALLS AT
CORNERS
WIND PRESSURE
N/A
N/A
-
N/A
-
23.4 -PSF
23.4 PSF
-
WIND SUCTION
-32.9 PSF
-70.3- PSF
-51.6- PSF
-22.5-PSF
-41.2 -PSF
I.
1' - 7"
FC
SPECIAL LOAD REQUIREMENTS ARE DESCRIBED IN PLAN NOTES OR SPECIFIC LOCATIONS ON THE
CONTRACT
DRAWINGS.
HSS10X10X5/16
(TYP OF 3)
1' - 2"
D
106' - 6" T.O. WALL
1
100' - 0"
102' - 6"
9' - 0 3/4"
FC
8"
6
FK
1' - 11 1/2"
1' - 10"
10'-0"
FH
7 1/2"
3-S4.32
C
.
.
.
.
NOTES:
1. VALUES GIVEN ABOVE ARE FOR EFFECTIVE WIND AREAS OF 10 SQUARE FEET OR LESS. VALUES MAY
BE REDUCED FOR AREAS GREATER THAN 10 SQUARE FEET IN ACCORDANCE WITH PROCEDURES
GIVEN IN ASCE 7 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STABILITY OF THE COMPLETED
STRUCTURE ARE AS FOLLOWS:
STRUCTURES", METHOD 2.
2. VALUES GIVEN ABOVE WERE DETERMINED AT A MEAN ROOF HEIGHT OF 30 FT. WIND PRESSURE
VALUES MAY BE REDUCED FOR COMPONENTS AT LOWER ELEVATIONS IN ACCORDANCE WITH
PROCEDURES GIVEN IN ASCE 7 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES",
METHOD 2.
2. PRESSURE INDICATES LOAD ACTING TOWARDS SURFACES. SUCTION INDICATES LOAD ACTING AWAY
FROM SURFACES.
3. REFER TO ASCE 7 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES", FIGURES 6-11
THROUGH 6-17, AS APPLICABLE, FOR DEFINITION OF ZONES.
4. THE VALUES ABOVE DO NOT APPLY TO CHIMNEYS, TANKS ROOFTOP EQUIPMENT, SIGNS OR OTHER
SIMILAR STRUCTURES.
5. CLADDING AND COMPONENTS SHALL BE DESIGNED FOR MAXIMUM PRESSURE AND SUCTION ACTING
INDEPENDENTLY.
b. ALL PARAPETS AND OTHER FEATURES WITH WIND EXPOSURE ON OPPOSITE SIDES SHALL BE
DESIGNED FOR ± 52.7 PSF.
c. CANOPIES AND OVERHANGS: REFER TO ASCE 7 FOR DESIGN PROCEDURES TO DETERMINE
COMPONENT AND CLADDING WIND LOADING REQUIREMENTS.
6"
7"
26'-0"
8"
.
.
.
.
1
LOCATION/
DESCRIPTION
7
6"
3-S4.31
.
.
.
.
ZONE
HSS6X6X1/4
3'BP6
- 8 1/2"
FE
4
.
.
.
.
12' - 0"
HSS6X6X1/4
BP6
1' - 1"
HSS6X6X1/4
BP6
HSS6X6X1/4
7"
6"
3' - 7"
7"
1' - 10"
8"
16'-0"
FH
3' - 9"
FH
11' - 9"
3' - 0"
7"
FH
10' - 1 1/4"
6"
HSS6X6X1/4
BP6
B
HSS6X6X1/4
BP6 15' - 8"
8"
3-S4.31
FH
5' - 3"
4
?
FH
6"
FH
.
.
.
.
G. WIND LOADS:
BASIC WIND SPEED (3-SECOND GUST) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .130
. MPH
WIND IMPORTANCE FACTOR, I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.15
WIND EXPOSURE CATEGORY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
C
INTERNAL PRESSURE COEFFICIENT
. . . . . . . . . . . . . . . . . . . . . . . . . . . . .+- 0.18 (ENCLOSED)
w
H. COMPONENTS AND CLADDING WIND PRESSURES:
a. PRESSURE AND SUCTION VALUES:
4' - 3"
3
3-S4.33
3' - 0"
1
.
.
.
.
3-S4.32
RE: CIVIL
6' - 3 1/2"
102' - 6" T.O. WALL
3-S4.31
6"
8"
7"
4
FH
FH
13' - 4"
2
FJ
3-S4.32
FE
Type Mark
7
FH
102' - 2"
FA
FB
FC
FD
FE
FF
FG
FH
FJ
FK
FL
3-S4.32
HSS10X10X5/16
BP5
F
1' - 2"
8"
1' - 7 3/4"
8"
FH
8"
6"
3' - 0"
1' - 2 1/2"
3' - 0"
10' - 10"
106' - 6" T.O. WALL
102' - 6"
3-S4.31
3-S4.36 4
4
HSS6X6X1/4
BP6
3-S4.31
FH
FH
HSS6X6X1/4
BP6
HSS6X6X1/4
BP6
FH
FH
HSS10X10X5/16
BP5
FC
HSS10X10X5/16
BP5
10
3-S4.31
HSS6X6X1/4
BP6
FH
7
3-S4.32
7
FH
13' - 4"
3-S4.32
3-S4.36
4' - 0"
6
4
3-S4.31
3-S4.31
1' - 10"
6' - 7"
HSS6X6X1/4
BP6
3-S4.32
102' - 6" T.O. WALL
HSS10X10X5/16
1
2
3-S3.30
2' - 0"
1' - 10 1/2"
10' - 8"
HSS6X6X1/4
BP6
3' - 0"
3' - 0"
8"
3-S4.31
21'-9"
3-S4.36
6' - 7"
2' - 0"
1 1/2"
2' - 8 1/2"
5
3-S4.31
1' - 4 3/4"
HSS6X6X1/4
BP6
1' - 4"
8'-0"
3' - 2
3
3-S4.33 9
3-S4.36
1' - 7
"
J
1
3-S4.33
FL
2 07/15/15 Addendum 3
1 05/29/15 FOR CONSTRUCTION
NO. DATE
DESCRIPTION OF REVISION
1' - 4"
1' - 4"
9' - 1"
1' - 4"
FH
HSS7.625X0.375
BP6
7' - 2 1/2"
7"
11 3
/4"
4' - 6"
6' - 11"
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
APPR'D
SCHOOL NO. 985
DENVER, CO
9100 E. 56th AVE
DESIGNED BY:
DHK
DRAWN BY:
DHK
CHECKED BY:
DAM
DATE:
APPROVED CONTRACT DOCUMENT SCALE:
05/29/15
AS NOTED
COMMON - FOUNDATION
PLAN
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
DATE:
SITE NO. 983
STAPLETON NORTHFIELD CAMPUS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
DEPARTMENT OF
FACILITY MANAGEMENT
1/8" = 1'-0"
MADE
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
DENVER PUBLIC SCHOOLS
COMMON - FOUNDATION PLAN
AUTHORITY
DENVER PUBLIC SCHOOLS
8"
K
1/2"
2' - 8"
4"
11"
13' -
1' - 9"
4' - 0"
1' - 7"
2' - 1"
TYP
2
6
5' - 4"
7
(TYP OF 3)
1' - 8 1/2"
4
3-S4.00
7
3-S3.00
UP
4' - 3"
FC
5 3/8"
HSS10X10X5/16
BP5
1' - 0 5/8"
FJ
FH
FC
UP
100' - 0" T.O.W.
7"
HSS6X6X1/4
BP6
HSS10X10X5/16
BP5
6"
1' - 8"
4' - 10"
6' - 8"
1' - 8"
10'-0"
13' - 8 1/2"
1
3-S4.32
18' - 8 1/4"
3 3-S3.30
UP
C:\Users\dam2\Documents\S_DPS SNC - STRUCTRAL MASTER_dam2.rvt
1'-6"
1'-6"
1'-6"
2'-0"
1'-6"
2'-0"
2'-0"
1'-0"
1'-0"
1'-0"
1'-0"
NOTES:
XXXX'-X
1.
TOP OF SLAB ELEVATION = 100'-0 (5238.00 USGS), UNLESS NOTED THUS:
ON PLAN. SLAB SHALL SLOPE UNIFORMLY BETWEEN POINTS OF UNEQUAL
ELEVATION.
2.
SLAB ON GRADE SHALL BE 4" THICK NORMAL WEIGHT CONCRETE CONSTRUCTED
OVER A VAPOR BARRIER. PLACE THE VAPOR BARRIER OVER A 4" THICK LAYER
OF GRANULAR MATERIAL, RE: SPECIFICATIONS. REINFORCE SLAB WITH 6x6W4.0xW4.0 W.W.F., UNLESS NOTED OTHERWISE ON PLAN. WELDED WIRE FABRIC
TO BE PLACED AT THE CENTER OF SLAB THICKNESS USING SLAB BOLSTERS OR
EQUIVALENT AT 4'-0 O.C.
3.
REFER TO GENERAL NOTES AND DETAIL 1/S4.00 FOR OVEREXCAVATION
REQUIREMENTS.
4.
RE: DETAIL 5/S4.00 FOR SLAB ON GRADE JOINTING REQUIREMENTS.
5.
RE: DETAIL 6/S4.00 FOR SLAB ON GRADE DETAILS AT SLAB STEPS AND MASONRY
PARTITION WALLS.
6.
RE: DETAIL 4/S4.00 FOR SLAB ON GRADE JOINTING REQUIREMENTS AT COLUMNS.
7.
ON PLAN INDICATES FOOTING TYPE/MARK.
8.
TYPICAL TOP OF INTERIOR FOOTING ELEVATION = 99'-0 U.N.O. TYPICAL TOP OF
PERIMETER FOOTING ELEVATION = 98'-0 U.N.O.
9.
FOOTINGS SHALL BE CENTERED ON GRID LINES OR UNDER COLUMNS AND WALLS
UNLESS DIMENSIONED OTHERWISE ON PLAN.
10.
RE: 7/S4.22 FOR BASE PLATE AND ANCHOR BOLT INFORMATION.
11.
COLUMNS SHALL BE CENTERED ON GRIDS UNLESS DIMENSIONED OTHERWISE ON
PLAN.
12.
RE: CONCRETE REINFORCING SPLICE SCHEDULE ON SHEET S1.01
13.
RE: F/S4.22 FOR VENEER SUPPORT FRAMING.
14.
WX INDICATES MASONRY WALL TYPE. RE: WALL SCHEDULE ON S6.00.
102' - 6" T.O. WALL
6
7/14/2015 12:25:26 PM
5' - 6"
5' - 6"
7' - 0"
8' - 6"
7' - 0"
8' - 6"
9' - 6"
4' - 0"
5' - 0"
5' - 6"
7' - 2 1/4"
7"
34'-0"
3-S4.31
H
5' - 6"
5' - 6"
7' - 0"
8' - 6"
7' - 0"
8' - 6"
9' - 6"
4' - 0"
5' - 0"
5' - 6"
7' - 2 1/4"
4
3-S4.31
G
(5)-#6 E.W.
(6)-#6 E.W. T&B
(7)-#6 E.W.
(10)-#6 E.W.
(7)-#6 E.W. T&B
(10)-#6 E.W. T&B
(12)-#6 E.W. T&B
(4)-#6 E.W.
(5)-#6 E.W.
(5)-#6 E.W.
(4)-#6 E.W.
THICKNESS
DWG. NO.
3-S2.01
SHEET:
OF:
983_2478_985 _OR_ 3-S2.01
4
12' - 8 3/4"
HSS10X10X5/16
SPREAD FOOTING SCHEDULE
REINFORCEMENT
LENGTH
WIDTH
COMMONS
HSS6X6X1/4
BP6
7"
5'-3"
HSS6X6X1/4
BP6
HSS6X6X1/4
BP6
6"
160'-3"
3-S4.32
E?
2 3-S4.35
11' - 7 3/4"
29'-3"
4
2
1
3
12'-0"
4
14'-0"
5
20'-0"
6
20'-0"
7
20'-0"
8
20'-0"
9
18'-3"
NOTES:
XXXX'-X
1.
BOTTOM OF ROOF DECK ELEVATION INDICATED THUS:
ON
PLAN. STRUCTURE SHALL SLOPE UNIFORMLY BETWEEN POINTS OF UNEQUAL
ELEVATION.
2.
TYPICAL ROOF DECK:
A.
TYPICAL ROOF DECK SHALL BE 1.5" TYPE 'B', 20 GAGE, GALVANIZED METAL
DECK, 3 SPAN MINIMUM (SEE TABLE IN STRUCTURAL GENERAL NOTES).
B.
WELD TO SUPPORTS SHALL BE 5/8" PUDDLE WELDS IN A 36/7 PATTERN.
C.
SIDELAP FASTENERS SHALL BE 6-#10 BUILDEX TRAXX SCREWS (OR
EQUIVALENT) PER SPAN, PROVIDED BY THE DECK SUPPLIER UNO ON PLAN.
D.
WELD DECK EDGES TO THE SUPPORTS WITH 5/8" PUDDLE WELDS AT 6"
O.C.
E.
DECK SHALL DEVELOP A MINIMUM DIAPHRAGM SHEAR CAPACITY OF
597 PLF. ALTERNATE CONNECTION SCHEMES MAY BE SUBMITTED TO
THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO USE ON THE
PROJECT.
2.
ACOUSTIC ROOF DECK:
A.
ACOUSTIC ROOF DECK SHALL BE 3" TYPE 'NA', 20 GAGE, GALVANIZED METAL
DECK, 3 SPAN MINIMUM (SEE TABLE IN STRUCTURAL GENERAL NOTES) AT
HIGH ROOF.
ACOUSTIC ROOF DECK SHALL BE 1.5" TYPE 'BA', 20 GAGE, GALVANIZED METAL
DECK, 3 SPAN MINIMUM (SEE TABLE IN STRUCTURAL GENERAL NOTES) AT
LOW ROOF.
B.
WELD TO SUPPORTS SHALL BE 5/8" PUDDLE WELDS IN A 36/7 PATTERN.
C.
SIDELAP FASTENERS SHALL BE 8-#10 BUILDEX TRAXX SCREWS (OR
EQUIVALENT) PER SPAN, PROVIDED BY THE DECK SUPPLIER.
D.
WELD DECK EDGES TO THE SUPPORTS WITH 5/8" PUDDLE WELDS AT 6"
O.C.
E.
DECK SHALL DEVELOP A MINIMUM DIAPHRAGM SHEAR CAPACITY OF
640 PLF. ALTERNATE CONNECTION SCHEMES MAY BE SUBMITTED TO
THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO USE ON THE
PROJECT.
3.
FRAMING NOMENCLATURE:
18'-3"
4.6
PROVIDE 9-#10 BUILDEX TRAXX
SCREW SIDELAP FASTENERS PER
SPAN AT ROOF DECK BETWEEN
GRIDS 2-5
PROVIDE 9-#10 BUILDEX TRAXX
SCREW SIDELAP FASTENERS
PER SPAN AT ROOF DECK
BETWEEN GRIDS 7-9
.
1
3-S5.32
6"
36' -6"
A
W16X26
W16X26
15
25
6"
W27X84
W16X26
W27X84
25
25
25
W16X26
W16X26
15
15
1
3-S5.31
1
5
3-S5.32
5 7/8"
3-S5.33
3-S5.30
TYP @ POST
W12X14
BEAM SIZE
1
30KCS3
W30X90
30KCS3
30KCS3
30KCS3
W30X90
30KCS3
W30X90
30KCS3
W18X50
3-S5.31
30KCS3
1
3-S5.31
W30X90
1
3-S5.31
30KCS3
30KCS3
30KCS3
W30X90
30KCS3
30KCS3
30KCS3
30KCS3
30KCS3
30KCS3
30KCS3
30KCS3
30KCS3
30KCS3
30KCS3
W30X90
3-S5.31
30KCS3
3-S5.31
30KCS3
3-S5.31
W30X90
1
3-S5.31
W30X90
1
30KCS3
1
30KCS3
1
30KCS3
W30X90
30KCS3
30KCS3
RE:7/3-S5.31 FOR SIM
DRAG CONNECTION
30KCS3
_
30KCS3
B
7
30KCS3
16'-0"
3-S5.32
W14X30
3
W18x40 (2")
4.
W18X50
20K4
5.
5 7/8"
6.
FUTURE MEP AREA
(ALLOWABLE LOAD OF 50PSF
36'-0"
26' - 0"
W14X22
17K
3-S5.31
3
7
7.
3-S5.32
TYP. GRIDS
3-9
8.
6
9
10
3-S5.31
3-S5.31
9.
3-S5.32
3-S5.31
W24X55
W27X84
25
25
25
25
25
TYP. GRIDS
3-9
7
W24X55
W27X84
W24X55
15
15
TYP. GRIDS
3-8
7
3-S5.31
HSS14X10X5/8
D
W24X55
6"
W12X26
10' - 0"
C
28K9
28K9
3-S5.31
SIM
10.
W24X55
1
W24X68
28K9
W16X26
RE:7/3-S5.31 FOR SIM
DRAG CONNECTION
11.
2 3-S4.35
29'-3"
3-S5.31
3
7
3-S5.32
3-S5.31
SIM
12.
160'-3"
7
13.
3-S5.31
14.
15.
16.
W12X26
_
10K1
5'-3"
F
W12X14
W12X14
E
BEAM REACTION IN KIPS
(FACTORED LOADS)
REACTION APPLIES AT EACH
BEAM CAMBER (IN.)
END OF BEAM UNLESS
INDICATED OTHERWISE.
IF BEAM REACTIONS ARE NOT SHOWN ON PLAN, DESIGN CONNECTIONS FOR
15 KIPS MINIMUM (FACTORED LOADS). SEE SPECIFICATIONS FOR
CONNECTION DESIGN REQUIREMENTS.
BEAMS SHALL BE FABRICATED SUCH THAT AFTER ERECTION ANY CAMBER
DUE TO ROLLING OR SHOP FABRICATION IS UPWARD.
SEE SPECIFICATIONS AND GENERAL NOTES FOR CONNECTION DESIGN
REQUIREMENTS.
MOMENT CONNECTIONS ARE NOTED THUS:
ON PLAN. RE: X/SX.X
FOR TYPICAL BEAM TO BEAM MOMENT CONNECTION.
BEAMS AND/OR JOISTS ARE EQUALLY SPACED BETWEEN GRIDS OR COLUMNS
UNLESS DIMENSIONED OTHERWISE.
STEEL BAR JOISTS:
A.
RE: SJI STANDARD SPECIFICATION AND OSHA FOR BRIDGING SIZE
AND LOCATION REQUIREMENTS. CONTRACTOR TO COORDINATE
BRIDGING LOCATIONS W/ MECHANICAL DRAWINGS AND MECHANICAL
CONTRACTOR.
B.
DESIGN JOISTS TO RESIST UPLIFT PRESSURE = 19 PSF WITHIN 14' OF
EXTERIOR WALLS AND 14 PSF ELSEWHERE.
C.
XXXSPXX ON PLAN INDICATES STEEL BAR JOIST WITH SPECIAL
LOADING. MAXIMUM LIVE LOAD DEFLECTION IS L/360 UNLESS NOTED
OTHERWISE (MAXIMUM TOTAL DEFLECTION IS L/240).
D.
OFFSET JOISTS AS REQUIRED TO SATISFY JOIST BEARING LENGTH
REQUIREMENTS AT INTERIOR GIRDERS WITH FLANGE WIDTHS THAT
ARE NARROWER THAN SJI REQUIREMENTS.
E.
RE: DETAILS 2/S5.02 AND 3/S5.02 FOR STRUCTURAL REQUIREMENTS
WHEN SUPPORTING EQUIPMENT FROM STEEL JOISTS.
INDICATES ROOF PENETRATION. COORDINATE OPENING SIZE AND
LOCATION WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AND
MECHANICAL CONTRACTOR. RE: DETAILS AND GENERAL NOTES FOR
STRUCTURAL REQUIREMENTS. THE CONTRACTOR SHALL SUBMIT DRAWINGS
OF ALL MISCELLANEOUS ROOF PENETRATIONS NOT SHOWN ON PLAN FOR
ARCHITECT'S AND ENGINEER'S APPROVAL.
MECHANICAL:
A.
RE: MECHANICAL DRAWINGS FOR EXACT SIZE AND LOCATION OF
MECHANICAL EQUIPMENT.
B.
MECHANICAL EQUIPMENT WEIGHT SHALL BE AS INDICATED ON PLAN.
ANY DEVIATION IN EQUIPMENT WEIGHT SHALL BE REPORTED TO THE
ARCHITECT AND STRUCTURAL ENGINEER AND THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE REDESIGN OF THE FRAMING
SUPPORTING THE UNIT.
C.
PROVIDE SUPPORT FRAMING UNDER ALL MECHANICAL UNIT CURBS
AND AROUND ALL ROOF PENETRATIONS. RE: DETAILS 1/S5.02
INDICATES 4" THICK (MIN.) NORMAL WEIGHT CONCRETE PAD UNDER
MECHANICAL EQUIPMENT. REINFORCE PAD WITH #4 BARS AT 12" O.C. EACH
WAY CENTERED IN PAD.
RE: 7/S5.02 FOR CONTINUOUS EDGE ANGLE SPLICE DETAIL. ANGLE TO BE
CONTINUOUS ALONG EACH PERIMETER WALL.
LX REFERS TO LINTEL TYPE. RE: SHEET S6.00 FOR LINTEL SCHEDULE.
INDICATES BOTTOM FLANGE BRACE. RE: DETAIL 1/S5.31
INDICATES AREAS WITH ACOUSTIC ROOF DECK. RE: SPECS
_
6"
7
17
W12X14
7
3-S5.31
SIM
1
5
3-S5.32
3-S5.32
28K9
28K9
W24X55
34'-0"
W16X26
3
3-S5.32
HSS14X10X5/8
8
3-S4.36 4
7
3-S5.31
W24X55
W24X55
W12X14
W24X55
HSS14X10X5/8
HSS14X10X5/8
W12X14
W14X22
W12
X14
10K1
W12X14
10K1
W12X14
10K1
6'-8"
3-S5.31
TYP.
GIRDS 3-9
W16X26
LIVE LOADS:
SNOW ................................................................................................... 30 PSF (NON-REDUCIBLE)
OR
25.2 PSF (NON-REDUCIBLE) + DRIFTING
8
3-S3.00
118' - 5 17/32" B.O.D.
ROOF LOADS - MECHANICAL
DEAD LOADS:
HOUSEKEEPING PAD (7 1/2" AVG).................................................. 94 PSF
ROOFING AND INSULATION............................................................... 5 PSF
METAL ROOF DECK........................................................................... 3 PSF
MECHANICAL, LIGHTS, CEILING, SPRINKLERS................................ 10 PSF
TOTAL = 112 PSF + STRUCTURE
LIVE LOADS:
MECHANICAL UNIT.............................................................................. ACTUAL WEIGHT
W12X14
W12X14
21'-9"
115'-5 3/4" B.O.D.
SLOPE
9
W10X22
3-S4.36
3-S5.32
W16X26
3-S4.36
W16X26
3-S5.31
3-S5.32
W16X26
W12X14
2
2
W12X14
1
W10X22
W16X
26
5
2 07/15/15 Addendum 3
1 05/29/15 FOR CONSTRUCTION
NO. DATE
DESCRIPTION OF REVISION
1' - 0"
3-S5.31
3-S5.31
APPR'D
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
116'-5 3/4" B.O.D.
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
DEPARTMENT OF
FACILITY MANAGEMENT
SCHOOL NO. 985
DENVER, CO
9100 E. 56th AVE
DESIGNED BY:
DHK
DRAWN BY:
DHK
CHECKED BY:
DAM
DATE:
APPROVED CONTRACT DOCUMENT SCALE:
05/29/15
AS NOTED
COMMON - ROOF FRAMING
PLAN
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
DATE:
SITE NO. 983
STAPLETON NORTHFIELD CAMPUS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
1/8" = 1'-0"
MADE
DENVER PUBLIC SCHOOLS
3
COMMON - ROOF FRAMING PLAN
AUTHORITY
DWG. NO.
3-S2.02
SHEET:
OF:
983_2478_985 _OR_ 3-S2.02
3-S4.36
W16X26
W12X14
3
COMMONS
K
W12X14
8'-0"
3-S4.33 9
W12X14
W18X35
J
DENVER PUBLIC SCHOOLS
7/14/2015 12:25:29 PM
8 PSF
3 PSF
10 PSF
21 PSF + STRUCTURE
HSS14X10X5/8
1
118'-5 1/2" B.O.D.
C:\Users\dam2\Documents\S_DPS SNC - STRUCTRAL MASTER_dam2.rvt
W12X14
10K1
W12X14
10K1
10K1
W12X14
10K1
10K1
W12X14
10'-0"
H
DEAD LOADS:
BALLAST, ROOFING AND INSULATION.............................................
METAL DECK........................................................................................
MECHANICAL, LIGHTS, CEILING, SPRINKLERS................................
TOTAL =
7
6'-8"
W12X14
ROOF LOADS - TYPICAL
3-S5.31
TYP. GIRDS 3-9
3-S5.32
10K1
W12X14
G
9
5
3-S3.00
2
1
3
12'-0"
4
14'-0"
5
20'-0"
6
20'-0"
7
20'-0"
20'-0"
8
18'-3"
9
4.6
18'-3"
10
TYP @ EACH
COLUMN
3-S5.32
W16X36
W16X36
20
20
9
7
3-S5.31
3-S5.32
W16X36
W16X36
20
10'-0"
C
NOTE: ROOF DECK FOR HIGH ROOF
AREA IS 3NA 20 GAUGE DECK.
W16X36
20
W16X36
20
20
W24X76
26'-0"
B
128'-2 1/2" B.O.D.
D
8
35
W24X76
3-S5.32
1
29'-3"
3-S5.31
9
W24X76
3-S5.31
52DLH15 SP1
52DLH15 SP1
52DLH15 SP1
52DLH15 SP1
52DLH15 SP1
52DLH15 SP1
52DLH15 SP1
52DLH15 SP1
52DLH15 SP1
52DLH15 SP1
5'-3"
(BENT)
E
52DLH15 SP1
129'-5 1/8" B.O.D.
W24X76
F
9
W24X76
34'-0"
3-S5.31
35
3-S5.31
1
8
3-S5.32
W16X36
20
W16X36
20
20
10'-0"
20
W16X36
H
4' - 10"
W16X36
G
W24X76
128'-2 1/2" B.O.D.
W16X36
4' - 10"
W16X36
20
20
10
9
7
3-S5.31
3-S5.32
3-S5.32
TYP @ EACH
COLUMN
COMMON - HIGH ROOF FRAMING PLAN
MADE
APPR'D
DENVER PUBLIC SCHOOLS
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
DEPARTMENT OF
FACILITY MANAGEMENT
SCHOOL NO. 985
DENVER, CO
9100 E. 56th AVE
DESIGNED BY:
DHK
DRAWN BY:
DHK
CHECKED BY:
DAM
DATE:
APPROVED CONTRACT DOCUMENT SCALE:
05/29/15
AS NOTED
COMMON - HIGH ROOF
FRAMING PLAN
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
DATE:
SITE NO. 983
STAPLETON NORTHFIELD CAMPUS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
DENVER PUBLIC SCHOOLS
7/14/2015 12:25:31 PM
AUTHORITY
DWG. NO.
3-S2.03
SHEET:
OF:
983_2478_985 _OR_ 3-S2.03
2 07/15/15 Addendum 3
1 05/29/15 FOR CONSTRUCTION
NO. DATE
DESCRIPTION OF REVISION
COMMONS
C:\Users\dam2\Documents\S_DPS SNC - STRUCTRAL MASTER_dam2.rvt
1/8" = 1'-0"
CL COL.
~RE: PLAN
CL STEEL COLUMN
~ RE: PLAN
SHEAR CONNECTION
GRID
CL STEEL BEAM
1/2" CAP PLATE
CONCRETE SLAB
ON METAL DECK OR
METAL ROOF DECK NOT
SHOWN FOR CLARITY
3/8" GUSSET PLATE
1/4
1/4
.
6
6
4 SIDES TOTAL
TYP. BASE PL
TO PL
5/16
2' - 2"
CL. BEAM
3/8" FULL-DEPTH STIFFENER
PLATES EACH SIDE
PL 1 3/4"
7"
7"
6"
4"
1/4
1/4
TYP.
STEEL BEAM
~ RE: PLAN
W.P.
1" MIN.
1' - 0"
.
IN
M
1"
5/16
5/16
B
1/4
1/4
B
CLASS B LAP LENGTH
1/4
1/4
6
6
.
2"
3/8" GUSSET PLATE
3/4"ø A325N ERECTION BOLT
WORK POINT
3/16
3/16
2"
3 - #4 U-BAR ~EXTEND CLASS B LAP
PAST EMBED ~ RE: 8/3-S4.32 FOR
ADDITIONAL REINFORCEMENT
AROUND ANCHOR BOLTS
GUSSET PL. 3/8"
2"
1 1/2"
2"
1 1/2"
RE: PLAN
GUSSET TO
BEAM
3/16
3/16
.
PL 1/2"X4"X4"
B-B
T.O.C.
4 SIDES
TOTAL
2"
PL 1/2x4x0'-6"
1" MIN.
2 1/2"
.
3 1/2" 3 1/2"
3/4"ø A325N ERECTION BOLT
(6) ASTM F1554 1"ø
GRADE 55 THREADED
RODS W/ 1'-0"
EMBEDMENT
1" SHIM AND GROUT
2 1/2"
CL SLOTTED STEEL BRACE
1" MIN.
2"
GUSSET TO
COL
3/16
3/16
.
1/4
1/4
TYP.
6
6
3/4"ø A325N ERECTION BOLT
STEEL BRACE
~ RE: ELEVATION
~ TYP.
1 1/2" TYP.
5"
WORK POINT
CL EMBED PL3/4x8x0'-8"
W/ 4 - 3/4"Ø x0'-6" H.A.S
CL STEEL BRACE
1' - 7"
1
LOWER GUSSET PLATE DETAIL
3
1-S3.10 3-S3.00
1 1/2" = 1'-0"
GUSSET PLATE DETAIL
4
2-S3.20 3-S3.00
1 1/2" = 1'-0"
SECTION AT INVERTED-V BRACE
1-S3.10 3-S3.00
3/4" = 1'-0"
CL COL.
~RE: PLAN
PL 1/2"X4"X4"
CL STEEL COLUMN
~ RE: PLAN
1/4
1/4
GRID
BEAM TO
COLUMN
TYP.
1/4
1/4
BEAM TO
COLUMN
1/4
1/4
CL STEEL BEAM
CL STEEL BEAM
BEAM TO
COLUMN
3/8" GUSSET PLATE
.
IN
M
1"
PL 1 1/4"
4 SIDES TOTAL
1' - 9"
2"
5"
5"
5"
4"
1/4
1/4
2"
RE: 1/3-S3.00 FOR ADDITIONAL
INFORMATION
TYP.
1" MIN.
TYP.
2"
T.O.C.
GUSSET TO
COL
3 1/2" 3 1/2"
3/16
3/16
6"
7"
7"
2"
2"
.
.
2 1/2"
4 SIDES
TOTAL
~TYP.
1/4
1/4
6
6
GUSSET TO
COL
3/16
3/16
.
CL STEEL BRACE
2"
1' - 4"
7
1 1/2" = 1'-0"
BASE PLATE DETAIL FOR COLUMN AT G/9
3-S2.01 3-S3.00
8
1 1/2" = 1'-0"
GUSSET PLATE DETAIL AT HSS BEAM
3-S2.02 3-S3.00
1 1/2" = 1'-0"
2 07/15/15 Addendum 3
1 05/29/15 FOR CONSTRUCTION
NO. DATE
DESCRIPTION OF REVISION
AUTHORITY
MADE
APPR'D
DENVER PUBLIC SCHOOLS
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
DEPARTMENT OF
FACILITY MANAGEMENT
SCHOOL NO. 985
DENVER, CO
9100 E. 56th AVE
DESIGNED BY:
DHK
DRAWN BY:
DHK
CHECKED BY:
DATE:
APPROVED CONTRACT DOCUMENT SCALE:
DAM
05/29/15
BRACED FRAME DETAILS
AS NOTED
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
DATE:
SITE NO. 983
STAPLETON NORTHFIELD CAMPUS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
DENVER PUBLIC SCHOOLS
7/14/2015 12:25:32 PM
GUSSET TO
BEAM
3/16
3/16
DWG. NO.
3-S3.00
SHEET:
OF:
983_2478_985 _OR_ 3-S3.00
C:\Users\dam2\Documents\S_DPS SNC - STRUCTRAL MASTER_dam2.rvt
2"
3/8" GUSSET PLATE
CL STEEL BRACE
LOWER GUSSET PLATE DETAIL
3-S3.30 3-S3.00
.
2"
COMMONS
5
2' - 2"
7"
2 1/2"
CL EMBED PL3/4x8x0'-8"
W/ 4 - 3/4"Ø x0'-6" H.A.S
4"
10"
.
3/4"ø A325N ERECTION BOLT
2"
2 1/2"
1 1/2"
1 1/2"
1 1/2" TYP.
WORK POINT
3/16
3/16
3/8" GUSSET PLATE
RE: PLAN
5"
GUSSET TO
BEAM
7"
5/16
W.P.
1/
2"
6"
2 1/2"
B-B
CLASS B LAP LENGTH
3 1/2" 3 1/2"
PL 1/2"X4"X4"
1/4
1/4
B
1' - 0"
PL 1/2x4x0'-6"
B
3 1/2" 3 1/2"
5/16
5/16
2"
.
2"
1/
.
IN
M
1"
11"
3/4"ø A325N ERECTION BOLT
1" MIN.
4"
(6) ASTM F1554 1"ø GRADE 55 THREADED
RODS W/ 1'-0" EMBEDMENT
1" SHIM AND GROUT
6
6
TYP. BASE PL
TO PL
5/16
CL SLOTTED STEEL BRACE
1" MIN.
3 - #4 U-BAR ~EXTEND
CLASS B LAP PAST
INSIDE EMBED ~ RE: 7/3S4.32 FOR ADDITIONAL
REINFORCEMENT
AROUND ANCHOR BOLTS
5/16
5/16
1/4
1/4
.
BEAM TO
COLUMN
9
8
7
7
11
F-9
8
9
F-9
11
HIGH ROOF
128' - 0"
F-11
HIGH ROOF
128' - 0"
F-10
F-10
F-11
SIM.
3
3-S3.00
8
3-S3.00
MID ROOF
121' - 4 21/32"
MID ROOF
121' - 4 21/32"
LOW
ROOF
LEVEL
SECOND
LOWFLOOR
ROOF
114'114'
- 1 1/2"
- 0"
LOW
ROOF
LEVEL
SECOND
LOWFLOOR
ROOF
114'114'
- 1 1/2"
- 0"
1
3-S3.00
1
3-S3.00
1
3-S3.00
O.H.
O.H.
1
3-S3.00
FIRST FLOOR
Level 1
100' - 0"
COMMON - BRACE FRAME AT LINE C
1
FIRST FLOOR
Level 1
100' - 0"
2
3-S2.01 3-S3.30
1/4" = 1'-0"
G
3-S2.01 3-S3.30
F
F-L
COMMON - BRACE FRAME AT LINE G
F-J
1/4" = 1'-0"
E
F-G
HIGH ROOF
128' - 0"
C
MID ROOF
121' - 4 21/32"
8
3-S3.00
B
4
3-S3.00
1
3-S3.00
LOW ROOF
114' - 0"
O.H.
5
3-S3.00
5
3-S3.00
FIRST FLOOR
Level 1
100' - 0"
O.H.
2 07/15/15 Addendum 3
1 05/29/15 FOR CONSTRUCTION
NO. DATE
DESCRIPTION OF REVISION
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
7/14/2015 12:25:35 PM
DEPARTMENT OF
FACILITY MANAGEMENT
3-S2.01 3-S3.30
1/4" = 1'-0"
COMMONS BRACED FRAME GRID 2
3-S2.01 3-S3.30
DESIGNED BY:
DHK
DRAWN BY:
DHK
CHECKED BY:
DAM
DATE:
DENVER, CO
05/29/15
AS NOTED
COMMON - BRACE FRAME
ELEVATIONS
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
DATE:
SITE NO. 983
9100 E. 56th AVE
APPROVED CONTRACT DOCUMENT SCALE:
1/4" = 1'-0"
SCHOOL NO. 985
STAPLETON NORTHFIELD CAMPUS
DENVER PUBLIC SCHOOLS
4
APPR'D
DEPARTMENT OF FACILITY MANAGEMENT
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
COMMON - BRACE FRAME AT LINE 9
MADE
DENVER PUBLIC SCHOOLS
Level
FIRST1 FLOOR
100' - 0"100' - 0"
c 2013 LOA Architecture
3
AUTHORITY
DWG. NO.
3-S3.30
SHEET:
OF:
983_2478_985 _OR_ 3-S3.30
1
3-S3.00
COMMONS
C:\Users\dam2\Documents\S_DPS SNC - STRUCTRAL MASTER_dam2.rvt
LOW
ROOF
LEVEL
SECOND
LOWFLOOR
ROOF
114'114'
- 1 1/2"
- 0"
GRID
GRID
RE: PLAN
RE: PLAN
600S162-54 @ 18" O.C.
SLAB-ON-GRADE
~ RE: PAN
600S162-54 @ 18" O.C.
600S162-54 @ 18" O.C.
SLAB-ON-GRADE
STUD WALL BEYOND
T.O. SLAB
RE: PLAN
SLAB-ON-GRADE
RE: PLAN
BRICK VENEER
~ RE: ARCH.
BRICK VENEER
~ RE: ARCH.
2' - 6"
1"
SLAB-ON-GRADE
~RE: PLAN
#4xCONT.
T.O. SLAB
T.O. SLAB
#5 @ 12" O.C. EACH
WAY
VARIES
GROUT SOLID BELOW GRADE
RE: PLAN
#5 @ 12" O.C. EACH
WAY, EACH FACE
T.O. GRADE
T.O. GRADE
VARIES
VARIES
2' - 0"
2' - 0"
SLAB-ON-GRADE
~RE: PLAN
#5 @ 12" O.C.
8"
#5 @ 12" O.C.
RE: PLAN
RE: PLAN
[100'-0"]
6"
(4) #5 CONT.
T.O. FOOTING
(6) #5 CONT.
7"
T.O. SLAB
T.O. FOOTING
RE: PLAN
RE: PLAN
[99'-0"]
1' - 0"
RE: PLAN
T.O. FOOTING
1' - 0"
RE: PLAN
RE: PLAN
RE: PLAN
[103'-0"]
GROUT SOLID BELOW GRADE
#5 @ 12" O.C. EACH
WAY, EACH FACE
T.O. SLAB
@ 12" O.C.
VARIES
#5 @ 12" O.C. EACH WAY
2'-0
#4x2'-0
2'-0
T.O. SLAB
RE: PLAN
RE: PLAN
EQ.
1
FOUNDATION SECTION
3-S2.01 3-S4.32
2
3/4" = 1'-0"
8"
1' - 1"
11"
RE: PLAN
EQ.
FOUNDATION SECTION
FOUNDATION SECTION
3
3-S2.01 3-S4.32
3/4" = 1'-0"
FOUNDATION SECTION
4
3-S2.01 3-S4.32
3/4" = 1'-0"
3-S2.01 3-S4.32
3/4" = 1'-0"
GRID
GRID
COLUMN
~RE: PLAN
(3) #5 HORIZONTAL BOTTOM BARS
AT BOTTOM OF STEM WALL
T.O. SLAB
VARIES
GUSSET
~RE: BRACED FRAME ELEVATIONS
RE: PLAN FOR BASEPLATE
1" SHIM AND GROUT
2" 2" 2"
#5 HORIZ. @ 12" O.C.
VARIES
RE: PLAN
COLUMN
~RE: PLAN
(4) 1" DIA. F1554 - 55 KSI ANCHOR BOLTS
(4) #5 VERTICAL BARS @
EACH CORNER OF TIE.
PROVIDE STANDARD HOOK
ON TOP AND BOTTOM AS
SHOWN IN DETAIL 8/3-S4.32.
T.O. SLAB
RE: PLAN
GUSSET
~RE: BRACED FRAME ELEVATIONS
RE: PLAN FOR BASEPLATE
#5 @ 12" O.C. EACH
WAY, EACH FACE
RE: PLAN
(4) 1" DIA. F1554 - 55 KSI ANCHOR BOLTS
1" SHIM AND GROUT
(4) #5 VERTICAL BARS @
EACH CORNER OF TIE.
PROVIDE STANDARD HOOK
ON TOP AND BOTTOM AS
SHOWN. ~MAINTAIN TOP
COVER TO REBAR
(4) #5 HORIZONTAL TOP BARS WITH
STANDARD HOOKS ON EACH END.
ENSURE (2) BARS ARE POSITIONED
BETWEEN ANCHOR BOLTS.
#5 HORIZ. @ 12" O.C.
#4 ENCLOSED TIES WITH 135DEGREE HOOKS AT 8" O.C.
PROVIDE (3) TIES AT 2" O.C. AT TOP.
(4) #5 HORIZONTAL TOP BARS WITH
STANDARD HOOKS ON EACH END.
ENSURE (2) BARS ARE POSITIONED
BETWEEN ANCHOR BOLTS.
2" 2" 2"
RE: PLAN
GRID
#4 ENCLOSED TIES WITH 135DEGREE HOOKS AT 8" O.C.
PROVIDE (3) TIES AT 2" O.C. AT TOP.
(3) #5 HORIZONTAL BOTTOM BARS
#5 DOWELS @ 12" O.C.
FOOTER
~RE: PLAN
#6 HORIZ. @ 12" O.C. T&B
#5 DOWELS @ 12" O.C.
T.O. FOOTING
RE: PLAN
#5 @ 9" O.C. T&B
2' - 0"
T.O. FOOTING
#6 @ 12" O.C. X CONT. T&B
2' - 0"
RE: PLAN
#5 @ 9" O.C. T&B
RE: PLAN
RE: PLAN
RE: PLAN
RE: PLAN
RE: PLAN
C:\Users\dam2\Documents\S_DPS SNC - STRUCTRAL MASTER_dam2.rvt
3-S2.01 3-S4.32
7
3/4" = 1'-0"
BRACED FRAME ON CONCRETE STEM WALL DETAIL
3-S2.01 3-S4.32
BRACED FRAME STEM WALL DETAIL
8
3/4" = 1'-0"
3-S2.01 3-S4.32
3/4" = 1'-0"
2 07/15/15 Addendum 3
1 05/29/15 FOR CONSTRUCTION
NO. DATE
DESCRIPTION OF REVISION
MADE
APPR'D
DENVER PUBLIC SCHOOLS
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
DEPARTMENT OF
FACILITY MANAGEMENT
SCHOOL NO. 985
DENVER, CO
9100 E. 56th AVE
DESIGNED BY:
DHK
DRAWN BY:
DHK
CHECKED BY:
DAM
DATE:
APPROVED CONTRACT DOCUMENT SCALE:
05/29/15
AS NOTED
FOUNDATION DETAILS COMMONS
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
DATE:
SITE NO. 983
STAPLETON NORTHFIELD CAMPUS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
DENVER PUBLIC SCHOOLS
7/14/2015 12:25:36 PM
AUTHORITY
DWG. NO.
3-S4.32
SHEET:
OF:
983_2478_985 _OR_ 3-S4.32
FOUNDATION SECTION
COMMONS
6
11
88
77
F-9
66
F-8
55
F-7
4.5
44
F-6
33
F-5
F-4
22
F-10
2
2
2
2
2
2
3-S5.33
3-S5.33
3-S5.33
3-S5.33
3-S5.33
3-S5.33
114' - 2" T.O.S.
114' - 2" T.O.S.
HSS9X5X3/8
114' - 2" T.O.S.
HSS9X5X3/8
HSS9X5X3/8
3/16
3/16
TYP
TYP
HSS5X5X3/8
TYP
HSS5X5X3/8
3/16
3/16
TYP
HSS5X5X3/8
TYP
HSS9X5X3/8
3/16
3/16
TYP
HSS5X5X3/8
HSS9X5X3/8
HSS5X5X3/8
HSS9X5X3/8
HSS5X5X3/8
111' - 4" T.O.S.
111' - 4" T.O.S.
111' - 4" T.O.S.
3
3
3
3
3
3
3-S4.33
3-S4.33
3-S4.33
3-S4.33
3-S4.33
3-S4.33
HSS FRAME ELEVATIONS GRID A
1
3-S2.01 3-S4.35
1/4" = 1'-0"
G
G
F
F
F-L
F-J
E
E
D
D
C
C
F-G
B
B
F-E
A
A
F-D
F-B
2
6
6
6
3-S5.33
3-S5.33
3-S5.33
6
114' - 2" T.O.S.
F-A
2
3-S5.33
3-S5.33
114' - 2" T.O.S.
3-S5.33
114' - 2" T.O.S.
HSS9X5X3/8
HSS9X5X3/8
HSS9X5X3/8
111' - 4" T.O.S.
3
3
3-S4.33
3-S4.33
3-S4.33
3-S4.33
SIM
HSS5X5X3/8
HSS5X5X3/8
HSS5X5X3/8
HSS9X5X3/8
3
SIM
111' - 4" T.O.S.
SIM
2
2
3-S4.33
3-S4.33
HSS FRAME ELEVATIONS GRID 9
1/4" = 1'-0"
2 07/15/15 Addendum 3
1 05/29/15 FOR CONSTRUCTION
NO. DATE
DESCRIPTION OF REVISION
MADE
APPR'D
DENVER PUBLIC SCHOOLS
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
DEPARTMENT OF
FACILITY MANAGEMENT
SCHOOL NO. 985
DENVER, CO
9100 E. 56th AVE
DESIGNED BY:
DHK
DRAWN BY:
DHK
CHECKED BY:
DATE:
APPROVED CONTRACT DOCUMENT SCALE:
DAM
05/29/15
HSS FRAME ELEVATIONS
AS NOTED
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
DATE:
SITE NO. 983
STAPLETON NORTHFIELD CAMPUS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
DENVER PUBLIC SCHOOLS
7/14/2015 12:25:39 PM
AUTHORITY
DWG. NO.
3-S4.35
SHEET:
OF:
983_2478_985 _OR_ 3-S4.35
3-S2.01 3-S4.35
COMMONS
C:\Users\dam2\Documents\S_DPS SNC - STRUCTRAL MASTER_dam2.rvt
HSS9X5X3/8
3
SIM
2
HSS5X5X3/8
HSS9X5X3/8
HSS5X5X3/8
HSS5X5X3/8
111' - 4" T.O.S.
SPECIAL JOIST LOADING SCHEDULE
L1
L2
PD3
PD4
PD2
PD1
GRID
PM
GRID
SL
DL
NOTE:
DECK MAY BE
PERPENDICULAR
TO WHAT IS SHOWN
3/16
3/16
TAB TO
STRUCTURE
L3"x3"x1/4" BRACE AT
BEAM MIDSPAN OR THIRD
POINTS AS SHOWN ON
PLAN.
IF LENGTH OF BRACE IS
GREATER THAN 8'-0", USE
L4x4x5/16.
WT6x17.5 x CONT.
600S162-54
@ 16" O.C.
600S162-54
@ 16" O.C.
3/16
3/16
L3"x3"x1/4"
L3"x3"x1/4"
EA. STUD
TYP.
DL = UNIFORM DEAD LOAD (LBS/SF)
SL = UNIFORM SNOW LOAD (LBS/SF)
PD = SNOW DRIFT LOAD (LBS/SF)
PM = CONCENTRATED MECHANICAL UNIT LOAD - SEE PLANS
L = WIDTH OF SNOW DRIFT (FT)
WT6x17.5 x CONT.
1/8
1/8
1/8
1/8
EA. STUD
PL. 1/4"x4"x0'-4"
TYP.
1
BRACE DETAIL
2
3-S2.02 3-S5.31
1" = 1'-0"
600S162-54
@ 16" O.C.
GRID
WT6x17.5 x CONT.
PD2
(PSF)
PD3
(PSF)
PD4
(PSF)
L1
(FT)
L2
(FT)
MIN I (IN4)
REMARKS
52DLH15SP1
21.0
30.0
--
--
--
--
--
--
--
1, 3, 9
SPECIAL JOIST LOADING SCHEDULE
4
3/4" = 1'-0"
. 3-S5.32
3/4"=1'-0
GRID
WP OF KICKER
TYP @ COL
L4x4x1/4 BETWEEN JOISTS,
NOTCH VERTICAL LEG AT JOIST
AND EXTEND HORIZONTAL LEG
AS REQ'D (2" MIN.)
ANGLE
HORIZ. LEG
TO JOIST
3/16
3/16
PD1
(PSF)
NOTE: DECK NOT SHOWN FOR CLARITY
HSS 2 1/2x2 1/2x3/16xCONT.
BETWEEN JOISTS IF 2 1/2"
JOIST SEAT DEPTH
HSS 3 1/2x3 1/2x3/16xCONT.
BETWEEN JOISTS IF 3 1/2"
JOIST SEAT DEPTH
3-12
3-12
ENTRY VESTIBULE PARAPET FRAMING
3-S2.02 3-S5.31
WELD DECK TO HSS
PER PLAN NOTES
1/8
1/8
EA. STUD
3
3/4" = 1'-0"
TAB TO
STRUCTURE
3/16
3/16
ENTRY VESTIBULE PARAPET FRAMING
3-S2.02 3-S5.31
3/16
TAB TO
STRUCTURE
3/16
3/16
SL
(PSF)
NOTES:
1. DESIGN JOISTS FOR CURTAINS, LIGHTING AND SOUND RIGGING AND OTHER EQUUIPMENT WHERE APPLICABLE.
GC TO COORDINATEWEIGHTS, LOCATIONS AND CONNECTION BETWEEN EQUIPMENT SUPPLIERS AND JOIST
FABRICATOR.
2. PROVIDE 1/2 OF STANDARD CAMBER AND DESIGN JOISTS FOR L/480 LIVE LOAD DEFLECTIONS.
3. DEAD LOADS DO NOT INCLUDE THE WEIGHT OF THE JOISTS. SUPPLIER
SHALL INCLUDE THE JOIST WEIGHT IN THE JOIST DESIGN.
4. DIMENSIONS SHOWN ARE FROM CENTERLINE OF SUPPORT.
5. LOADS SHOWN ARE UNFACTORED SERVICE LOADS.
6. DRIFT OVER ENTIRE LENGTH OF JOIST.
7. LIMIT SNOW LOAD DEFLECTION TO 1 1/2" MAX.
8. ALIGN JOIST PANEL POINTS TO ACCOMMODATE DUCT WORK. RE: MECH. DWG'S. FOR DUCT SIZES AND LOCATION.
9. REFER TO DETAILS FOR TOP CHORD EXTENSION LOADS
PL. 1/4"x4"x0'-4" AT
EACH END OF BRACE
3/16
DL
(PSF)
PL. 1/4"x4"x0'-4"
3/16
TYP.
JOIST
HSS3 1/2"x3
1/2"x3/16xCONT.
BETWEEN JOIST IF 3
1/2" JOIST SEAT.
HSS2 1/2"x2
1/2"x3/16xCONT.
BETWEEN JOIST IF 2
1/2" JOIST SEAT. TYP.
3" MAX
3/16
3/16
RE: ARCH FOR
SCREEN WALL SIDING
L4x4x3/8 x 0'-10", TYP.
NOTE: DECK MAY BE
PERPINDUCLAR TO
WHAT IS SHOWN
9"
U.N.O
T.O. WALL
1/4
1/4
RE: ARCH
TYP @ beam
HSS8x8x1/4 POST, TYP.
TYP.
3/16
3/16
3/16
STEEL BEAM
~ RE: PLAN
3/8" STIFFENER PLATE
E.S.
3/4" CAP PLATE WITH (4) A325
BOLTS
3-12
3-12
TYP.
TYP.
2" RETURNS
TYP.
1/4
B.O. DECK
1/4
RE: PLANS
HSS COL RE: PLAN
L6x4x5/16x0'-6" (LLH) TYP.
1" BASE PL W/ (4) 3/4"Ø F1554
BOLT W/ 1'-0" MIN. EMBEDMENT
PL 1/4x5"x0'-5"
W BEAM ~RE: PLAN
(HSS @ SIM.)
1/4
1/2" SHIM AND GROUT
STANDARD SHEAR
CONN., TYP. RE: 3-S5.00
MAY BE A KCS JOIST
OR STEEL BEAM
L3x3x1/4 BRACE AT BEAM THIRD-POINTS
3/16
3/16
2
2
HSS COLUMN TO HIGH
ROOF ~RE: PLAN
TYP.
PLATE 1/4"x4"x0'-4" AT EACH END OF BRACE
5
ENTRY VESTIBULE COLUMN DETAIL
6
3-S2.02 3-S5.31
3/4" = 1'-0"
3/16
BEAM BOTTOM FLANGE BRACE
7
3-S2.02A 3-S5.31
1 1/2" = 1'-0"
HIGHROOF TO LOW ROOF DRAG CONNECTION
3-S2.02 3-S5.31
TYP. EACH
END
SCREEN WALL DETAIL
8
1 1/2" = 1'-0"
4" MIN.
3-S5.31
3/4" = 1'-0"
NOTE: DECK NOT SHOWN FOR CLARITY
NOTE: THIS BLOCKING REQUIRED
WHERE CUT ON PLAN FROM BEAM
SUPPORT TO BEAM SUPPORT
GRID
L4x4x3/8 x 0'-8", TYP.
WELD DECK TO HSS PER PLAN NOTES
TYP @ beam
HSS 3 1/2x3 1/2x3/16xCONT. BETWEEN
JOISTS IF JOIST SEAT DEPTH IS 3 1/2"
HSS 2 1/2x2 1/2x3/16xCONT. BETWEEN
JOISTS IF JOIST SEAT DEPTH IS 2 1/2
1/4
1/4
C:\Users\dam2\Documents\S_DPS SNC - STRUCTRAL MASTER_dam2.rvt
3-12
3-12
2 07/15/15 Addendum 3
1 05/29/15 FOR CONSTRUCTION
NO. DATE
DESCRIPTION OF REVISION
HSS COLUMN TO HIGH
ROOF ~RE: PLAN
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
DESIGNED BY:
DHK
DRAWN BY:
DHK
CHECKED BY:
DAM
7/14/2015 12:25:40 PM
3-S2.02 3-S5.31
3" = 1'-0"
APPROVED CONTRACT DOCUMENT SCALE:
LOW ROOF DRAG CONNECTION
3-S2.02 3-S5.31
DATE:
DENVER, CO
05/29/15
AS NOTED
ROOF FRAMING DETAILS COMMONS
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
1 1/2" = 1'-0"
SITE NO. 983
9100 E. 56th AVE
DATE:
10
SCHOOL NO. 985
STAPLETON NORTHFIELD CAMPUS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
DEPARTMENT OF
FACILITY MANAGEMENT
DRAG BEAM BLOCKING
APPR'D
DEPARTMENT OF FACILITY MANAGEMENT
DENVER PUBLIC SCHOOLS
9
MADE
DENVER PUBLIC SCHOOLS
c 2013 LOA Architecture
W BEAM ~RE: PLAN
(HSS @ SIM.)
AUTHORITY
DWG. NO.
3-S5.31
SHEET:
COMMONS
STANDARD SHEAR
CONN., TYP. RE: 3-S5.00
OF:
983_2478_985 _OR_ 3-S5.31
STEEL BEAM
~RE: PLAN
GENERAL NOTES:
1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS
RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS
REQUIRED IN DUCTWORK, PIPING, SUPPORTS, ETC. TO COMPLETE THE
WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY
COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL
TAKE THESE FACTORS INTO ACCOUNT.
2. MAINTAIN A MINIMUM OF 25'-0" SEPARATION FROM OUTSIDE AIR
INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING
VENTS, ETC. AS REQUIRED BY CODE.
1
2
3
4
5
6
7
8
9
3. PROVIDE MANUAL BALANCE DAMPERS IN ALL EXHAUST DUCT BRANCH
TAPS.
4. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT
LOCATIONS TO ALIGN VERTICALLY WITH LIGHT SWITCHES. MOUNT AT
HEIGHT IN ACCORDANCE WITH ADA REQUIREMENTS.
8. TEMPERATURE CONTROLS CONTRACTOR SHALL SUBMIT PLANS
INDICATING ALL SPACE TEMPERATURE SENSORS, T-STATS, HUMIDITY
SENSORS, ETC. AS PART OF SUBMITTAL PROCESS FOR A/E REVIEW.
A
8" DRYER VENT
UP TO ROOF
A
8"ø
150
10" DIA OA UP THRU
ROOF TO GOOSENECK
6" EA DUCT UP
TO ROOF (TYP 2)
6" EA DUCT UP
TO ROOF (TYP 2)
T
D
UH
12"X6"
(2)
375
8"ø
A
210
2
10. NO SERVICEABLE EQUIPMENT SHALL BE LOCATED WITHIN 10' OF THE
EDGE OF ROOF.
T
FCU
(6)
A
UH
TF
UH
C1.02
C1.02
C1.01
T
C1.01
B
24"X24"
150
14"øSA
B
TOILET
3-105A
B
8"ø
220
(2)
10"øSA
C1.01
12"ø
B
---
B
2
C
EF
CUST.
3-104A
C1.01
EF
C1.03
18"X12"
(2)
590
B
C1.04
12"ø
400
C
1
SA
SERVING
PROVIDE 5' SOUND
3-104
ATTENUATOR
10"ø
(7)
275
B
C1.02
FAMILY ASSIST TOILET
3-106A
1
(TYP 2) 1
8"ø
150
36"x30"RA
4
10"x10"EA
CUH
C
C
C1.03
C1.02
D
T
B
4
16"ø
---
(4)
6'-0"x1'-0"x3'-0"DEEP
ACOUSTICALLY LINED
PLENUM BOX (TYP 4)
12"x12"SA
B
16" DIA
(TYP 8)
72"X12"
E
1875
C1.01
3-M6.02
24"X24"
---
32"X16" SA THRU
EXTERIOR WALL ABOVE
LOWER ROOF
42"X24"
C
4400
PROVIDE 10' SOUND
ATTENUATOR SEE SHEET 3-M2.02 FOR
CONTINUATION
42"X36" DIA SA THRU EXTERIOR
WALL ABOVE LOWER ROOF
(2)
C
1
CD
SEE SHEET 3-M2.02 FOR
SA DUCTWORK
CONTINUATION
22"X6"
600
CUH
1
C1.01
T
SEE SHEET 3-M2.02 FOR
RA DUCTWORK
CONTINUATION
(2)
ERV-C2.01
28"øSA
2
D
MECHANICAL KEYED NOTES:
D
CD
PROVIDE WALL MOUNTED VFD
CONTROLLER FOR STAGE-HAND
CONTROL OF AHU-C2.01 DURING EVENTS
1'-4"x20'-0" STAGE
CUSTOM SUPPLY.
RE: DETAIL B/M6.01.
T
14"X14" EA
UP TO EF-C2.01
C
24"X24" RA THRU
EXTERIOR WALL ABOVE
LOWER ROOF
T
20"øSA
30"X8"
(8)
690
AHU-C2.01
10"x14"EA
12"øSA
SA
SEE SHEET 3-M2.02 FOR
SA DUCTWORK CONTINUATION
G
46"x20"RA
CORRIDOR
3-106
1
18"X10"
(2)
C
750
CUH
T
18"X10"
750
18"X6"
400
CUST
3-106B
B
14"ø
600
IDF
3-106C
B
EF
46"x30"RA
12"X8"
C
150
F/S
10"ø
(5)
275
24"øRA
T
8"øSA
(2)
TF
(4)
20"øRA
12"X8"
C
250
LAUNDRY
3-104B 12"X8" D
50
ELECTRICAL
3-109
18"øRA
8" DRYER VENT
DN TO DRYER
8"ø
A
300
8"ø
175
16"ø
(4)
875
F/S
C1.02
4 (TYP 2)
B
(TYP 3)
EF
12"ø
B
32"x16"SA
MEN TOILET
3-102
10"X10"
(2)
150
28"øRA
C
B
24"X24"
(3)
330
12"X12"
C
400
MIXING BOX
14"ø
B
12"ø
A
400
18"øSA
18"øRA
C1.03
1
PROVIDE OPEN ENDED DUCT ABOVE CEILING. STUB DUCT
THROUGH WALL / PARTITION FOR RETURN / TRANSFER AIR
PATH.
2
ROUTE DUCT THROUGH JOIST WEBBINGS. COORDINATE FINAL
LOCATIONS WITH STRUCTURE.
3
PROVIDE MANUFACTURER REQUIRED CLEARANCE ENVELOPE
AROUND ENTIRE MECHANICAL UNIT. ENSURE ALL ACCESS
PANELS & DOORS CAN BE COMPLETELY OPENED FOR
MAINTENANCE.
4
PROVIDE REMOTE REGULATORS FOR MANUAL BALANCE
DAMPERS ABOVE ACCESSIBLE CEILINGS.
STF
C1.01
42"øSA
4 (TYP 3)
(3)
12"ø
A
400
PERFORMANCE PLATFORM
3-110
22"øSA
WOMENS TOILET
3-101
28"øSA
2
D
F
E
30"X8"
(8)
690
F
SEATING
3-100
STAGE ROOF VENT ABOVE.
TYPICAL 4. PROVIDE APPROVED
HEAT-ACTIVATED CONTROL
DEVICES AND MANUAL
OPERATION PER IBC 410.3.7
42"øSA
E
8"ø
220
26"øRA
B
STF
C1.02
40" RETURN AIR INTAKE AT 1'0" AFF. PROVIDE DUCT
SUPPORT FROM FLOOR.
22"øSA
28"øSA
2
D
ERV-C2.01
30"X8"
(8)
690
CD
G
G
4.5
C
12"X12"
(2)
20
H
H
T
SECURITY
3-100B
SSAC
2
4" DIA. OA UP
THRU ROOF TO
GOOSENECK
CUH
C1.04
T
J
J
07/15/15 ADDENDUM 3
05/29/15 FOR CONSTRUCTION
04/06/15 SCHEMATIC DESIGN
NO. DATE
DESCRIPTION OF REVISION
MADE
APPR'D
DENVER PUBLIC SCHOOLS
1
2
3
4
4.5
5
6
7
8
9
N
1
LEVEL 1 MECHANICAL PLAN
1/8" = 1'-0"
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
DRAWN BY:
CHECKED BY:
DATE:
APPROVED CONTRACT DOCUMENT SCALE:
DENVER, CO
JS
GP
JJS
05/29/15
LEVEL 1 MECHANICAL PLAN
AS NOTED
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
DATE:
SITE NO. 983
9100 E. 56TH AVE.
DESIGNED BY:
DEPARTMENT OF
FACILITY MANAGEMENT
SCHOOL NO. 985
STAPLETON NORTHFIELD CAMPUS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
DENVER PUBLIC SCHOOLS
7/14/2015 3:00:30 PM
AUTHORITY
DWG. NO.
3-M2.01
SHEET:
OF:
983_2478_985 _OR_ 3-M2.01
2
COMMONS
C:\Revit Projects\2013\Project Path\M_DPS_COMMON_M13_mendez.rvt
C1.01
AO CD
DI
TWO-POSITION, LOW-LEAK, MOTORIZED
DAMPER WITH END SWITCH AT TOP OF
EACH SHAFT.
ES
N.O.
DI
SD
WHERE SCHEDULED
AND/OR LOCATED ON
PLANS
TA/OA
NC CONTACT IN SD TO
SF STARTER CIRCUIT
WIRED BY DIV. 23.
WIRING TO FIRE COMMAND
TO BE BY LIFE SAFETY.
HARDWIRED TO FAN
2ND SET OF CONTACTS
FOR BMS OUTPUT
AO CD
DI
AI
AI
AI
ES
A. PROVIDE DIFFERENTIAL PRESSURE SENSOR OR CURRENT
TRANSDUCER FOR ALARM IF FAN FAILURE IS DETECTED.
N.C.
EXHAUST FAN
ES
AI
ES
DX
PDI
PDT
PDT
AI
TT
PT
SA
FE
M
AO
FT
INTERLOCK ANY REQUIRED MAKE UP AIR CONTROL DAMPERS
FOR PROPER VENTILATION OF SPACE (AS SCHEDULED).
SC
C.
FAN SHALL ENGAGE BASED ON CALL FOR COOLING VIA SENSOR THERMOSTAT
LOCATED WITH THE ASSOCIATED SPACE. FAN SHALL REMAIN OPERATIONAL UNTIL
SPACE TEMPERATURE IS SATISFIED. SPACE SETPOINT TO SET AT 78F (ADJ.).
DI
DO
FI
AI
MISCELLANEOUS
DO START/STOP
THE DX COOLING CONTROL, GAS HEATING, AND ECONOMIZER DAMPERS SHALL MODULATE IN SEQUENCE TO MAINTAIN
DISCHARGE AIR TEMPERATURE (DAT).
2.
3.
4.
THE RELIEF FAN VFD SHALL BE CONTROLLED FROM SPACE STATIC PRESSURE (0.05" W.C.). IF SPACE STATIC PRESSURE
EXCEEDS SETPOINT FOR 5 MINUTES (ADJ.), ASSOCIATED EXHAUST DAMPER SHALL STROKE OPEN. ONCE END SWITCH IS MADE,
RELIEF FAN VFD SHALL SLOWLY RAMP FAN SPEED UP. IF SPACE PRESSURE DROPS BELOW (0.02" WC) DIFFERENTIAL FROM
OUTDOORS FOR 10 MINUTES (ADJ.), RELIEF FAN VFD SHALL START TO RAMP DOWN RELIEF FAN AND SHUT DOWN
ACCORDINGLY. WITH A TIME DELAY (10 MINS) AFTER THE FAN HAS BEEN DEACTIVATED. RELIEF/EXHAUST DAMPERS SHALL
SLOWLY CLOSE.
G.
DUCT STATIC PRESSURE SETPOINT SHALL BE RESET USING TRIM & RESPOND LOGIC WITHIN THE RANGE OF MIN. 0.5" WC (ADJ.)
UP TO SCHEDULED ESP (ADJ.). THE UNIT SHALL STOP IF THE STATIC PRESSURE SENSOR FAILS AND ALARMS BMS. MANUAL
RESET OF UNIT SHALL BE REQUIRED.
D.
3.
E.
AI STATUS
2.
3.
4.
5.
6.
7.
X
X
X
INTERLOCKED DAMPERS (2-POSITION)
NOTES
CONTROL PER SCHEDULE AND SEQUENCE
SEE PLANS
X
MISCELLANEOUS:
a. THE SMOKE DETECTORS AND THE FAN FAILURES REQUIRE A MANUAL RESET.
b. FIRST STAGE OF FREEZE PROTECTION SHALL BE AUTOMATICALLY RESET AFTER TEMPERATURE IS MET. SECOND STAGE
OF FREEZE PROTECTION SHALL REQUIRE A MANUAL RESET.
DOMESTIC WATER HEATERS
X X
DOMESTIC HOT WATER RECIRC PUMP
X
KW USAGE
X
DE-ENERGIZE THE SUPPLY FAN WHEN THE DISCHARGE STATIC PRESSURE HIGH-LIMIT REACHES 2.0" WC (ADJ).
DE-ENERGIZE THE SUPPLY FAN UPON SIGNAL FROM FIRE COMMAND CENTER FOR SHUT DOWN.
ALARM THE BMS WITH THE APPROPRIATE ALARM MESSAGE.
DOMESTIC WATER USAGE - FROM METER
X
BUILDING WATER METER
X
X
X
X
X X
X X
X
EACH UNIT
X
ENTIRE BUILDING KW USAGE
X
PROVIDE TOTAL GALLONS USED
X
PULSE METER
X
OUTSIDE AIR DB
X
OUTSIDE AIR WB
OUTSIDE CO2 REFERENCE
X
UNIT / CABINET HEATER
X X
TEMPERING VALVES
X X
ELECTRIC HEAT TRACE
X
X
X
X X
X
EACH UNIT
X
X
EACH VALVE - HIGH TEMP ALARMS UPSTREAM AND DOWNSTREAM
X
EACH CONTROL PANEL ( REFER TO ELECTRICAL PLANS)
DISCHARGE AIR TEMPERATURE:
1. MAINTAIN 55F (ADJ.) DAT WITH SETBACK CONTROL:
2.
WHEN THE RTU IS IN THE UNOCCUPIED MODE. THE SUPPLY AND RELIEF FANS SHALL BE OFF. THE OUTSIDE AIR AND EXHAUST
DAMPERS SHALL BE CLOSED. THE SUPPLY FAN, DX COOLING AND GAS HEATING SHALL REMAIN OFF UNLESS OVERRIDDEN BY
NIGHT SETBACK CONTROL.
I.
IF D.A.T. DROPS BELOW 40°F (ADJ.), DE-ENERGIZE ALL FANS AND CLOSE THE OUTSIDE AIR AND EXHAUST AIR DAMPERS.
GAS FIRED FURNACE CONTROL:
1. THE GAS FIRED FURNACE SHALL MODULATE TO MAINTAIN THE DAT (ADJ.). COOLING SHALL BE LOCKED OUT DURING
HEATING MODE.
J.
WHEN THE OUTSIDE AIR ENTHALPY IS LESS THAN THE RETURN AIR ENTHALPY, AND COOLING IS REQUIRED, THE
ECONOMIZER CONTROL SHALL BE ENABLED. THE OUTSIDE AIR DAMPERS SHALL MODULATE BETWEEN THE ADJUSTABLE
MINIMUM POSITION AND FULL OPEN TO MAINTAIN THE DAT AT THE ECONOMIZER SETPOINT (2F BELOW DAT SETPOINT,
BASED ON DAT RESET). MECHANICAL COOLING CONTROL SHALL BE ALLOWED WITH THE OUTSIDE AIR DAMPERS FULLY
OPEN AS LONG AS OUTSIDE AIR ENTHALPY IS LESS THAN RETURN AIR ENTHALPY. HEATING SHALL BE LOCKED OUT UNTIL
OUTSIDE AIR DAMPER HAS RETURNED TO THE MINIMUM VENTILATION POSITION. WHEN OUTSIDE AIR ENTHALPY EXCEEDS
RETURN AIR ENTHALPY, ECONOMIZER CONTROL SHALL BE DISABLED.
2.
NIGHT FREE COOLING:
THE NIGHT FREE COOLING MODE SHALL TURN ON THE FAN AND ENABLE FREE COOLING DURING UNOCCUPIED HOURS TO
COOL ZONES USING COOL NIGHT OUTDOOR AIR. THROUGH THE BMS TIME OF DAY SCHEDULING, THE OPERATOR SHALL
SPECIFY THE NIGHT FREE COOLING MODE SCHEDULED HOURS.
THE SUPPLY FAN TO BE ENERGIZED ONE HOUR (ADJ.) PRIOR TO SCHEDULED OCCUPIED MODE START TIME (OR PROVIDE
OPTIMAL START (PREFERRED)) AND SHALL RUN CONTINUOUSLY.
ENERGIZE HEAT FULLY UNTIL SETPOINT(S) ARE SATISFIED; MAINTAIN A 95°F (ADJ.) DAT.
OA DAMPER SHALL BE CLOSED. EA DAMPER SHALL BE CLOSED. RA DAMPER SHALL BE OPEN.
COOLING SHALL BE LOCKED OUT.
REVERT TO OCCUPIED MODE WHEN EACH SPACE STAT HAS REACHED OCCUPIED HEATING SETPOINT.
VAV TERMINAL BOXES SHALL FUNCTION AS DETAILED IN VAV BOX CONTROL SEQUENCE.
RELIEF AIR FAN SHALL REMAIN OFF AND RELIEF AIR DAMPER SHALL BE CLOSED.
MISCELLANEOUS DDC CONTROL:
1.
COOLING VALVE CONTROL / ECONOMIZER:
1. THE COMPRESSORS SHALL BE STAGED TO MAINTAIN THE DISCHARGE AIR TEMPERATURE AT THE DISCHARGE COOLING
SETPOINT. THE COMPRESSORS SHALL BE OFF IF THE ROOFTOP UNIT IS IN THE HEATING MODE, THE FANS ARE OFF, OR
THE DISCHARGE AIR SENSORS HAVE FAILED.
NIGHT SETBACK TEMPERATURE CONTROL:
DURING UNOCCUPIED HOURS, THE ROOFTOP UNIT SHALL BE CONTROLLED BY THE BMS TO MAINTAIN USER-DEFINED (ZONE
AVERAGING) UNOCCUPIED HEATING (60F) AND COOLING SETPOINTS (80F). THE FAN SHALL OPERATE IN THE AUTOMATIC
CONTROL MODE. THE RELIEF FAN SHALL REMAIN OFF, THE OUTDOOR AIR AND RELIEF AIR DAMPERS SHALL BE CLOSED,
UNLESS IN FREE COOLING MODE.
WARM-UP MODE:
1.
ALARMS
a. IF SPACE TEMPERATURE IS WITHIN 2 DEGREES (ADJ.) OF SETPOINT, THE HIGH SUPPLY AIR TEMPERATURE OF 60F
(ADJ.) SHALL BE MAINTAINED.
b. IF SPACE TEMPERATURE REACHES 3 DEGREES (ADJ.) OR HIGHER ABOVE SETPOINT, LOW SUPPLY AIR TEMPERATURE
OF 55F (ADJ.) SHALL BE MAINTAINED.
NIGHT SETBACK MODE:
1. GENERAL:
WHEN THE BMS INITIATES THE UNOCCUPIED MODE, THE ROOFTOP UNIT SHALL ASSUME THE UNOCCUPIED HEATING AND
COOLING SETPOINTS. IF THE UNOCCUPIED SETPOINTS ARE EXCEEDED, THE UNIT SHALL HEAT AND COOL UNTIL THE
AVERAGE ZONE TEMPERATURES ARE WITHIN THE UNOCCUPIED SETPOINTS.
2.
OUTPUT
BINARY
INPUT
OUTPUT
DI ALARM
VFD CONTROL:
1. WHEN THE SUPPLY FAN IS ENABLED, THE VFD SHALL SLOWLY RAMP UP TO SETPOINT AND MODULATE TO MAINTAIN THE
PROPER SETPOINTS.
2. SENSING DEVICE SHALL BE MULTIPLE POINT, NON-PULSATING STATIC SENSING SECTION WITH SELF AVERAGING MANIFOLD.
H.
ANALOG
INPUT
AO SPEED-SET
FAN SAFETY CONTROLS:
1. DE-ENERGIZE THE SUPPLY AND RELIEF FANS WHENEVER THE FREEZE STAT IS TRIPPED, EITHER SMOKE DETECTOR HAS
TRIPPED OR A FAN STATUS INDICATES A FAILURE (AFTER A TWO-MINUTE DELAY).
UNOCCUPIED MODE:
1.
EXHAUST FAN CONTROL
DO START/STOP
SYSTEM POINTS LIST
GENERAL EXHAUST FANS
F.
a. THE DUCT STATIC PRESSURE SENSOR SHALL BE LOCATED BY THIS DIVISION. SUBMIT FINAL SENSOR LOCATION TO
ENGINEER FOR REVIEW. REFER TO PLANS FOR PROPOSED LOCATIONS.
b. TRIM AND RESPONSE LOOP TIMES AND ADJUSTMENT ITERATION VALUES SHALL BE SUBMITTED TO ENGINEER FOR REVIEW..
C.
ALARM
HOA SC
SYSTEM POINT DESCRIPTION
OCCUPIED MODE:
1. WHEN THE RTU IS IN THE OCCUPIED MODE, THE SUPPLY FAN SHALL OPERATE CONTINUOUSLY THE SUPPLY FAN VFD SHALL.
MODULATE TO MAINTAIN THE DUCT STATIC PRESSURE.
4.
DO START/STOP
ALARM
VFD
INTERNAL CONTROLS AND
SAFTY SWITCHES FURNISHED W/
UNIT. MODULATION OF BURNER
BY DDC.
MODE OF OCCUPANCY SHALL BE SCHEDULED THROUGH THE BMS CALENDAR AND TIME CLOCK.
3.
D. FANS SHALL BE COORDINATED WITH AHU OPERATION. WHEN
AHU IS OFF, FANS SHALL BE OFF.
DI
LOCATE 2/3
DOWN DUCTWORK.
SUBMIT LOCATION
FOR REVIEW.
SEQUENCE OF OPERATION:
2.
C. FANS SHALL NORMALLY OPERATE CONTINUOUSLY DURING
BUILDING OCCUPIED HOURS AND BE OFF DURING BUILDING
UNOCCUPIED HOURS, COORDINATE SCHEDULE OF EACH FAN.
TEMPERATURE VENTILATION FAN CONTROLS
A. IF COMMUNICATION WITH THE BMS IS LOST, THE AIR HANDLER CONTROLLERS SHALL USE THEIR DEFAULT
SETPOINTS AND OPERATE IN THE OCCUPIED MODE.
B. RTU CONFIGURATION, RE: SCHEDULE
B.
M
B.
GENERAL NOTES:
A.
EA
PROVIDE CURRENT TRANSDUCER FOR ALARM
IF FAN FAILURE IS DETECTED.
M
AI
INDIRECT GAS-FIRED
FURNACE
AI
PS
EA
SC
STATUS ON/OFF
ALARM STATUS
STATUS OPEN/CLSD.
STATUS RELAY
TIMED OVERRIDE
OFF/ON
OPEN/CLOSED
LOCK OUT
ENABLE/DISABLE
LIMIT WARNING
HIGH ANALOG
LOW ANALOG
BINARY
PROOF
SENSOR FAIL
FLOW FAIL
COMM FAIL
DIAGNOSTICS
FLOW OVERRIDE
FULL MODULATING, LOW-LEAK, MOTORIZED
DAMPER WITH END SWITCH AT TOP OF
EACH SHAFT.
PDI
DI
A.
EA
SETPOINT ADJ.
OUTDOOR
HUMIDITY
AI
SF
NG
OUTSIDE
AIR
DI
EA
TE
MERV 13
FILTER
HT
TSL
FILTER
MERV 7
OA
T
HARDWIRED TO FAN
2ND SET OF CONTACTS
FOR BMS OUTPUT
TE
AI
N.C.
AI
AI
AI
SEQUENCE OF OPERATIONS:
SPACE
HUMIDITY
GRAPHIC
TEMPERATURE
PRESSURE
RELATIVE HUMIDITY
KW
GPM/GALLONS
CFM
PPM
PERCENT
PERCENT RLA
CUBIC FEET
DDC (4-20 MA, 0-10 VDC)
AO CD
DI
AI
HT
HARDWIRED TO FAN
2ND SET OF CONTACTS
FOR BMS OUTPUT
N.C.
TE
SP
CARBON SPACE
DIOXIDE
STATIC P
(MULTIPLE)
SPACE
TEMP.
AO CD
DI
CD
TS
RA
EXHAUST FAN
B. PROVIDE ON-OFF-AUTO FUNCTION THROUGH DDC SYSTEM
FOR ALL FANS.
AI
EA
GLOBAL POINTS
SEQUENCE OF OPERATIONS:
K.
TIMED OVERRIDE:
1. PROVIDE A TWO HOUR (ADJ.) TIMED OVERRIDE VIA SWITCH AT SPACE SENSORS TO RETURN RTU TO OCCUPIED MODE.
L.
FREEZE PROTECTION:
1. FREEZE STAT SHALL BE PROGRAMMED FOR TWO STAGES (42/37 F, ADJ.).
a. FIRST STAGE (42F) OF FREEZE PROTECTION SHALL ALLOW FOR AUTOMATIC RESET AFTER TEMPERATURE IS MET.
b. SECOND STAGE (37F) OF FREEZE PROTECTION SHALL REQUIRE A MANUAL RESET.
2. DURING RESET, THE OA AND EA DAMPERS ARE CLOSED.
M.
SHUTDOWN:
1. THE BMS PRIORITY CONTROL PROGRAM SHALL BE ABLE TO PUT THE ZONE IN EITHER THE SHUTDOWN, OCCUPIED MODE OR
UNOCCUPIED. BOTH ROOFTOP UNITS WHICH ARE MEMBERS OF THE THAT ZONE SHALL BE IMMEDIATELY PUT IN THE
SHUTDOWN OR OCCUPIED MODE. IN THE SHUTDOWN MODE, THE UNIT SHALL TURN OFF AS RAPIDLY AS POSSIBLE WITH
ALL COOLING AND HEATING DISABLED, AND THE OUTDOOR AND EXHAUST AIR DAMPERS CLOSED.
2.
EXHAUST FANS:
5. SEE THE POINTS LIST FOR ADDITIONAL REQUIRED ALARM AND STATUS POINTS WHICH SHALL BE MONITORED BY
THE BMS.
1.1. TO BE CONTROLLED AS INDICATED ON FAN SCHEDULE (WHICH MAY REQUIRE ADDITIONAL POINTS).
2.
1.2. FANS INTERLOCKED TO OCCUPANCY OR TEMPERATURE SHALL BE CONTROLLED THROUGH THE BMS SYSTEM.
6. REFERENCE MECHANICAL EQUIPMENT SCHEDULES (ESPECIALLY "FANS") FOR ADDITIONAL CONTROL SEQUENCES.
1.3. PROVIDE A CURRENT SENSOR STATUS ON ALL EXHAUST FANS FOR DDC SYSTEM MONITORING.
7. DOMESTIC WATER SERVICE ANTI-FLOOD BASIN ALARM.
DESTRATIFICATION FANS:
2.1 TO BE CONTROLLED THROUGH MANUFACTURER CONTROL PANEL.
2.2 FANS INTERLOCKED TO OCCUPANCY OR TEMPERATURE SHALL BE CONTROLLED THROUGH THE BMS SYSTEM.
2.3 PROVIDE A CURRENT SENSOR STATUS ON ALL EXHAUST FANS FOR DDC SYSTEM MONITORING.
MISCELLANEOUS NON-DDC CONTROL:
1. DOMESTIC WATER HEATERS: SELF-CONTAINED CONTROLS FOR MAINTAINING SYSTEM TEMPERATURE.
3. DOMESTIC HOT WATER RECIRCULATION PUMPS ) SHALL BE MONITORED BY THE BMS SYSTEM FOR ON/OFF
STATUS AND GENERAL ALARM AND STATUS.
4. DOMESTIC WATER HEATERS (DWH-X, DWH-X) SHALL BE MONITORED BY BMS FOR GENERAL ALARM AND STATUS.
MISCELLANEOUS CONTROL SEQUENCES
WHEN THE RETURN AIR SMOKE DETECTOR IS ACTIVATED. DETECTOR SHALL BE HARD WIRED TO FAN
STARTERS. COURTESY SIGNAL SHALL BE SENT FROM FIRE COMMAND SYSTEM TO THE BMS.
SYSTEM POINTS LIST
X
X
X
X
PROGRAMS
TIME SCHEDULING
OPT. START STOP
SETPOINT ADJUST
ALARM
EMERGENCY STOP
NIGHT SETBACK
MORNING WARM-UP
OCCUPIED/UNOCCUPIED
TIMED OVERRIDE
OPEN/CLOSED
LOCK OUT
ENABLE/DISABLE
LIMIT WARNING
HIGH ANALOG
LOW ANALOG
HIGH BINARY
LOW BINARY
PROOF
SENSOR FAIL
FLOW FAIL
COMM FAIL
DIAGNOSTICS
OFF/ON
FILTER STATUS
STATUS OPEN/CLSD.
STATUS ALARM
TIMED OVERRIDE
REFRIGERANT
SETPOINT ADJ.
DDC (4-20 MA, 0-10 VDC)
ALARMS
X X
X X X X X X
X
X
X
X
X X
X
X
X X
X
X
X
CALCULATED
X
X
X
X
X
X
X
X X
X
ECONOMIZIER ACUATOR OA (W/ END SWITCH)
ECONOMIZIER ACUATOR RA (W/ END SWITCH)
FILTERS
SUPPLY AIR STATIC
SUPPLY AIR HIGH STATIC
SPACE PRESSURE
RTU ALARM STATUS
FREEZE STAT
TIMED OVERRIDE
OUTSIDE AIR TEMPERATURE
OUTSIDE AIR HUMIDITY
GENERAL NOTES:
NOTES
X
X
X
COMMON SIGNAL W RA DAMPER
COMMON SIGNAL W OA DAMPER
X
X
X
X
X
X
X
X
X
2
X
X X
X
X
MANUAL RESET REQUIRED
X
X
07/15/15 ADDENDUM 3
05/29/15 FOR CONSTRUCTION
04/06/15 SCHEMATIC DESIGN
NO. DATE
DESCRIPTION OF REVISION
X
X
X
1. SEE SCHEDULES FOR QUANTITIES
2. POINTS ABOVE ARE NOT NECESSARILY REFLECTED IN CONTROL DIAGRAMS.
APPR'D
X
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
AHU CONTROL SEQUENCE OF OPERATION
DRAWN BY:
CHECKED BY:
DATE:
APPROVED CONTRACT DOCUMENT SCALE:
JS
GP
JJS
DENVER, CO
05/29/15
AS NOTED
MECHANICAL CONTROL
DIAGRAMS
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
DATE:
SITE NO. 983
9100 E. 56TH AVE.
DESIGNED BY:
DEPARTMENT OF
FACILITY MANAGEMENT
SCHOOL NO. 985
STAPLETON NORTHFIELD CAMPUS
DENVER PUBLIC SCHOOLS
7/14/2015 3:00:30 PM
MADE
DENVER PUBLIC SCHOOLS
X
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
2
AUTHORITY
DWG. NO.
3-M5.01
SHEET:
OF:
983_2478_985 _OR_ 3-M5.01
AHU GRAPHIC
SUPPLY FAN
SUPPLY FAN MODULATION
SUPPLY AIR TEMPERATURE
RETURN AIR TEMPERATURE
RETURN AIR CFM
RETURN AIR HUMIDITY
MODULATING GAS HEAT
DX COOLING CONTROL
MIXED AIR TEMPERATURE
BINARY
INPUT
OUTPUT
COMMONS
C:\Revit Projects\2013\Project Path\M_DPS_COMMON_M13_mendez.rvt
GRAPHIC
SYSTEM POINT DESCRIPTION
TEMPERATURE
PRESSURE
HUMIDITY
KW
GPM
CFM
PPM
PERCENT
PERCENT RLA
ANALOG
INPUT
OUTPUT
STATUS ON/OFF
ROOFTOP VAV
~
SPRING ISOLATORS
PER 23 0548, TYPICAL.
MAINTAIN CLEARANCE IN
ACCORDANCE WITH MFR.
INSTRUCTIONS. PACK
WITH FIREPROOF MINERAL
FIBER.
16 GAUGE
STEEL SLEEVE
BLADES OUT OF
AIR STREAM
HANGER RODS TO STRUCTURE
ABOVE, TYPICAL
~
BACKDRAFT DAMPER
FLEXIBLE CONNECTION.
FLEXIBLE CONNECTION
TRANSITION WHERE
REQUIRED.
BREAKAWAY JOINT
BOTH SIDES OF
DAMPER SLEEVE
NOTE:
VERTICAL TYPE FIRE DAMPER
SHOWN. FOR HORIZONTAL
TYPE, TURN ASSEMBLY 90
AND PROVIDE W/SPRING
NEGATOR EXTENSION.
FIRE DAMPER
ACCESS DOOR
30 DEG. MAXIMUM.
TRANSITION WHERE REQUIRED.
FASTENERS 8" O. C.
SECURE TO STEEL
SLEEVE ONLY
1-1/2"X1-1/2"X1/8"
RETAINING ANGLES
ALL AROUND BOTH
SIDES OF WALL
INTAKE DUCT.
30 DEG MAXIMUM
ACCESS DOOR. INSTALL FAN TO
ALLOW DOOR TO BE COMPLETELY
OPENED.
DISCHARGE DUCT.
NOTE:
INSTALL FAN WITH PROPER SERVICE CLEARANCE TO MOTOR
AND ALL PARTS FOR PROPER AIR MOVEMENT AS RECOMMENDED
BY THE MANUFACTURER.
M
-
I
NO SCALE
-
E
NO SCALE
A
FIRE DAMPER INSTALLATION DETAIL
INLINE FAN DETAIL
NO SCALE
NO SCALE
GENERAL NOTES:
1. COORDINATE FLASHING REQUIREMENTS
AND CURB INSTALLATION WITH ROOFING
CONTRACTOR AND ARCHITECTURAL
ROOF REQUIREMENTS.
6" MAX (TYP ALL SIDES)
2. PROVIDE DRAIN PLUG IN ALL UPBLAST
FANS ON GREASE FANS. PIPE DRAIN TO
A RECEIVER TO CATCH GREASE.
10 GA SLEEVE (TYP)
1-1/2"x1-1/2" ANGLE
SUPPORTS (TYP ALL
SIDES) DO NOT ATTACH
TO WALL
DOME OR UPBLAST
EXHAUST FAN
INSULATION WHERE
NOTED
BIRDSCREEN ON
DOME FANS
OPERATOR/ACTUATOR
24V OR 120V
AUXIARY OPERATING
JACK SHAFT
FUSIBLE LINK WITH LOCK
FLASH AND
COUNTERFLASH
FUSABLE ROD
NEGATOR SPRING
ROOF MEMBRANE
CANT STRIP
ROOF CURB
INSULATION
ACCESS DOOR
1" MIN
OVERLAP
1/4" MIN
CLEARANCE
14" MIN.
SUPPORT ANGLE FOR
DAMPER ATTACHED
TO CURB
GRAVITY/MOTORIZED
BACKDRAFT DAMPER
DECK
EXHAUST DUCT SEE
PLANS FOR SIZE
NOTES:
1. ALL WOOD CURBS AND CANT STRIPS TO BE FIRE RETARDANT TREATED WOOD.
N
-
J
NO SCALE
-
F
NO SCALE
COMBINATION FIRE/SMOKE DAMPER DETAIL
B
ROOF MOUNTED EXHAUST FAN DETAIL
NO SCALE
NO SCALE
2
PROVIDE MIN. AIR FLOW
& MAINTENANCE ACCESS
,
PER MFR DIRECTIONS:
TYPICAL ALL SIDES &
TOP OF UNIT
12
1
CONDENSING UNIT
2
COMPRESSOR ACCESS
3
REFRIGERANT GAUGE
CONNECTIONS
4
BACK-SEATED REFRIGERANT
VALVE.
5
SIGHT GLASS WITH MOISTURE
INDICATOR.
SUCTION LINE WITH
INSULATION.
1
6
2
9
4
10
36"x30"RA
11
EQUIPMENT RAIL W/ COUNTERFLASHING SHEETMETAL CAP.*
CONDENSER COIL
12
FAN GUARD.
9
13
VIBRATION ISOLATORS*
6
14
FLASH PENETRATION
WATER TIGHT SEE DETAIL*
14
NOTE:
1. REFRIGERANT LIQUID LINE &
SUCTION LINE TO BE SIZED
PER MANUFACTURER'S
RECOMMENDATIONS.
2. PROVIDE OIL TRAPS AT
RS LOW POINTS AND/OR
PITCH HORIZONTAL PIPING
FOR PROPER OIL RETURN.
-
K
G
NO SCALE
CAFETERIA RETURN AIR SOFFIT SECTION
NO SCALE
C:\Revit Projects\2013\Project Path\M_DPS_COMMON_M13_mendez.rvt
NO SCALE
-
C
7
8
10
* CONDENSING UNITS TO BE MOUNTED
IN COMPLIANCE WITH DPS STANDARD
07533. RE: DPS STANDARDS FOR
COMPLETE DETAILS.
8
AIR COOLED CONDENSING DETAIL
NO SCALE
07/15/15 ADDENDUM 3
05/29/15 FOR CONSTRUCTION
04/06/15 SCHEMATIC DESIGN
NO. DATE
DESCRIPTION OF REVISION
AUTHORITY
MADE
APPR'D
DENVER PUBLIC SCHOOLS
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
SCHOOL DISTRICT NO. 1
DRAWN BY:
CHECKED BY:
DATE:
APPROVED CONTRACT DOCUMENT SCALE:
NO SCALE
L
NO SCALE
H
NO SCALE
JS
GP
JJS
05/29/15
MECHANICAL DETAILS
AS NOTED
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
DATE:
DENVER, CO
9100 E. 56TH AVE.
DESIGNED BY:
P
SITE NO. 983
STAPLETON NORTHFIELD CAMPUS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
DEPARTMENT OF
FACILITY MANAGEMENT
SCHOOL NO. 985
DWG. NO.
3-M6.02
SHEET:
COMMONS
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
OF:
983_2478_985 _OR_ 3-M6.02
2
DENVER PUBLIC SCHOOLS
7/14/2015 3:00:31 PM
CONDUIT - POWER AND
CONTROL.
REFRIGERANT LIQUID LINE
3
5
O
8
3
13
72"X12"
E
1875
ROOF CAP AND CURB*
11
18'-0"x1'-0"x3'-0"DEEP
PLENUM BOX
(4)
7
COMMONS BUILDING - ENERGY RECOVERY VENTILATOR SCHEDULE
SUPPLY FAN
MIN.
CODE
AREA
(ERV)
SERVED
LOCATION
MODEL NO.
C2.01
CAFETERIA
ROOF
ANNEXAIR ERP-E-16-SW-C-HG-AM46
MANUFACTURER/
OSA
CFM
TYPE
(CFM)
16,560
6,550
DD
EXHAUST FAN
FAN
TSP
ESP
DISCH.
"W.C.
"W.C.
FAN
ELECTRICAL
FAN
CONFIG.
(ALT.)
(ALT.)
HP
QTY.
END
4.79
0.90
15
2
VOLT PH
460
3
CFM
TYPE
15,600
HEAT RECOVERY
TSP
ESP
"W.C.
"W.C.
FAN
(ALT.)
(ALT.)
HP
QTY.
2.44
0.75
7.5
2
DD
ELECTRICAL
COOLING
VOLT
PH
460
3
OA (F)
HEAT RECOVERY
COOLING CAPACITY (DX)
EAT (F)
RA (F)
HX
DB
DB
WB
APD
DB
WB
APD
EFF.
89
60
0.49
76.0
62.0
0.44
71%
77.5
WB
60.1
LAT
TOTAL
SENS
(F)
MBH
MBH
527.0
52.0
COMPRESSOR
FLA
36.7
363.0
HEATING
QTY
OA (F)
RA (F)
LAT (F)
HX
DB/WB
APD
CFM
DB/WB
APD
CFM
DB
EFF
-3.0
0.40
6,550
68.0
0.33
5,580
48.0
72%
2.0
ELECTRICAL
HEATING CAP (GAS FIRED)
EAT
LAT
INPUT
OUTPUT
(F)
(F)
MBH
MBH
59.9
90.0
800
512
COMB FAN
HP
1/4
QTY
2.0
CONDENSER
DISC.
V
PH
FLA
QTY.
FLA
MCA
SWITCH
FUSE
FEEDER
460
3
27
2
134
203
400A,3P
250A LPS-RK
RE:ONE-LINE
AHU
UNIT
CONFIG
APPROX.
REMARKS
WEIGHT
I
17,000
A,B,C,D,E,F
2
2
2
GENERAL NOTES:
1. PROVIDE HIGH EFFICIENCY MOTORS (RELIANCE E+ OR EQUIVALENT)
2. COMPRESSORS AND CONDENSER FANS TO BE VARIABLE SPEED CONTROLLED.
3. PROVIDE FACTORY MOUNTED NON-FUSED DISCONNECT
4. INSTALL UNITS WITH ADEQUATE CLEARANCE FOR COIL PULL , FILTER REPLACEMENT AND TO FULLY OPEN ACCESS DOORS. PROVIDE A MINIMUM OF 3 FEET CLEARANCE IN FRONT OF DISCONNECT SWITCHES AND CONTROL PANELS. COMPLY FULLY WITH NEC.
5. UNIT STATIC PRESSURE CAPABILITY SHALL INCLUDE SCHEDULED EXTERNAL STATIC PRESSURE PLUS ALL SCHEDULED INTERNAL PRESSURE DROPS. INCLUDE VALVES FOR WETTED COILS AND DIRTY FILTERS.
6. 7-14" W.C. GAS FIRED BURNER
76. PROVIDE DUCT SMOKE DETECTOR IN THE RETURN AIR DUCT OF ALL UNITS.
8. PROVIDE INTERNAL SPRING ISOLATION.
9. PROVIDE 14" INSULATED ROOF CURB
10. PROVIDE SENSIBLE ENERGY RECOVERY WHEEL.
11. PROVIDE FACTORY MOUNTED DISCONNECT WIRED TO MOTORS
12. SCHEDULED FAN VALUES (CFM, SP AND HP) ARE ACTUAL AT ALTITUDE. MOTOR HP HAS BEEN ADJUSTED FROM SEA LEVEL CONDITIONS FOR OPERATION AT JOBSITE ELEVATION.
13. JOB SITE ELEVATION =5280 FT.
14. FACTORY MOUNTED CONTROLS BY OTHERS. RE: SPECIFICATION SECTION 23 75 13
2
REMARKS:
A. SENSIBLE RECOVERY ENERGY RECOVERY WHEEL
B. PROVIDE BYPASS FOR 100% RECIRCULATION DURING UNOCCUPIED MODE.
C. SENSIBLE WHEEL SHALL BE SELECTED TO MAINTAIN SCHEDULED LAT FOR 8 HOURS OF CONTINOUS OPERATION. EA LAT = 17.4/17.4
D. DIRECT DRIVE PLENUM FANS
E. PROVIDE MINIMUM 35K AIC RATED CONNECTION TO UNIT.
F. PROVIDE SINGLE POINT ELECTRICAL CONNECTION TO UNIT.
CONFIGURATION:
I. CONSTANT VOLUME UNIT WITH BOTTOM RETURN, EXHAUST AIR FAN, OA PREFILTER, MERV 13 FILTER, RECIRCULATION DAMPER, SENSIBLE RECOVERY WHEEL, HEATING SECTION, ACCESS, DX COOLING , SUPPLY FAN AND FRONT SIDE DISCHARGE
COMMONS BUILDING - PACKAGED DX W/ GAS FIRED HEATING ROOF TOP UNIT SCHEDULE
SUPPLY FAN
CODE
MANUFACTURER /
AREA
(AHU)
MODEL
SERVED
CFM
ESP
TSP
(IN.)
(IN.)
MIN.
OSA
TYPE
QUANTITY
HP
CFM
COOLING CAP.
EAT (F)
DB
WB
HEATING (MBH)
PRE FILTER
TOTAL
SENS
MAT
LAT
INPUT
OUTPUT
MBH
MBH
(F)
(F)
MBH
MBH
COMB FAN
HP
FINAL FILTER
APD (" WC)
QTY
MERV
INITIAL
FINAL
ELECTRICAL
APD (" WC)
MERV
INITIAL
FINAL
CONDENSER
COMPRESSOR RLA
V
PH
1B
1A
2A
2B
FLA
QUANTITY
DISC.
MCA
SWITCH
WEIGHT
FUSE
FEEDER
LBS.
REMARKS
2
C2.01
2
AAON / RN-013
PERFORMANCE PLATFORM
4,500
0.93
2.85
VFD
1
5
2,500
86.7
62.3
134.0
134.0
28.1
90.0
390
260
0.3
1
7
0.10
0.25
13
0.2
0.4
460
3
GENERAL NOTES
1. PROVIDE PREMIUM EFFICIENCY MOTORS FOR MOTORS 1 HP AND OVER PER MENA STANDARD MG1-2003, TABLES 12-12 AND 12-13.
2. PROVIDE 2" (30% EFF) PRE-FILTER AND 4" (85% EFF) FINAL FILTERS, RE: SPECS.
3. JOBSITE ELEVATION= 5280 FT.
4. UNIT TO HAVE SINGLE POINT ELECTRICAL CONNECTION WITH NON-FUSED DISCONNECT.
5. MCA LISTED IS TOTAL FOR UNIT. COORDINATE WITH ELECTRICAL.
6. PROVIDE MANUFACTURERS RECOMMENDED SERVICE CLEARANCE AROUND ENTIRE UNIT.
7. HEATING AND COOLING CAPACITIES AND FAN STATIC PRESSURES ARE AT JOBSITE ALTITUDE.
8. PROVIDE INTAKE RAIN HOOD AND 100% OSA MODULATING ECONOMIZER.
9. CAPACITY BASED ON 105F AMBIENT TEMPERATURE.
10. PROVIDE MODULATING GAS HEAT.
11. PROVIDE DIRECT DIRVE PLENUM SUPPLY FAN.
12. FACTORY MOUNTED CONTROLS BY OTHERS. RE: SPECIFICATION SECTION 23 74 00
2
2
--
9.7
10.6
--
1.8
2
34.0
60A,3P
40A LPS-RK
RE: ONE-LINE DIAGRAM
2,050
A, B, C, D, E, F, G, H, I, J, K, L
REMARK NOTES
A. PROVIDE FAN WITH VFD.
B. 7-14" WC GAS FIRED BURNER SECTION
C. PROVIDE INSULATED PLENUM CURB WITH SIDE DUCT CONNECTIONS.
D. PROVIDE INTERNAL VIBRATION ISOLATION.
E. PROVIDE UNIT CONTROLLER WITH BACNET COMMUNICATION CAPABILITY.
F. PROVIDE WITH DIGITAL COMPRESSOR FOR REFRIGERATION CONTROLS (HOT GAS BYPASS NOT ACCEPTED DUE TO ENERGY INEFFICIENCY)
G. PROVIDE BAROMETRIC RELIEF DAMPER.
H. PROVIDE CONTROLS WITH DEMAND CONTROL VENTILATION AND UNOCCUPIED MINIMUM OUTSIDE AIR SET POINT OF 1000CFM.
I. PROVIDE SMOKE DETECTION IN RETURN AIR INTAKE TO UNIT.
J. PROVIDE OA MEASURING STATION.
K. PROVIDE WITH VARIABLE SPEED CONDENSER FANS FOR HEAD PRESSURE CONTORL AND REDUCED FAN NOISE AT PARTIAL LOAD
L. PROVIDE MINIMUM 35K AIC RATED CONNECTION TO UNIT.
COMMONS BUILDING - ENVIRONMENTAL FAN SCHEDULE
ESP
ELECTRICAL
CODE
MANUFACTURER /
(EF)
MODEL NO.
SERVICE
LOCATION
TYPE
CFM
(ALT.)
DRIVE
HP/W
VOLT
PH
FLA
DISC.
FUSE
FEEDER
MTG
CTRL
REMARKS
C1.01
GREENHECK / SP-A200
CUSTODIAN
CUSTODIAN
CEILING CABINET
150
0.30
D
48 W
120V
1
0.4
THERMAL
OVERLOAD
(2#12,1#12G) 3/4"C
3
II
C
C1.02
GREENHECK / SP-A200
TOILET ROOM
TOILET ROOM
CEILING CABINET
150
0.30
D
48 W
120V
1
0.4
THERMAL
OVERLOAD
(2#12,1#12G) 3/4"C
3
I
C
C1.03
GREENHECK / SP-A200
TOILET ROOM
TOILET ROOM
CEILING CABINET
150
0.30
D
48 W
120V
1
0.4
THERMAL
OVERLOAD
(2#12,1#12G) 3/4"C
3
I
C
C1.04
GREENHECK / SP-A200
CUSTODIAN
CUSTODIAN
CEILING CABINET
150
0.30
D
48 W
120V
1
0.4
THERMAL
OVERLOAD
(2#12,1#12G) 3/4"C
3
II
C
C2.01
GREENHECK / G-123-VG
MAIN MENS & WOMENS RESTROOMS
ROOF
CENTRIFUGAL DOWNBLAST
1100
0.55
D
1/2 HP
120V
1
9.8
THERMAL
OVERLOAD
(2#12,1#12G) 3/4"C
2
I
A, B
C1.01
GREENHECK / SQ-95-VG
STORAGE
STORAGE
INLINE CENTRIFUGAL
750
0.25
D
1/6 HP
120V
1
4.4
THERMAL
OVERLOAD
(2#12,1#12G) 3/4"C
1
I
A
C1.02
GREENHECK / SQ-80-VG
STORAGE
STORAGE
INLINE CENTRIFUGAL
400
0.25
D
1/6 HP
120V
1
4.4
THERMAL
OVERLOAD
(2#12,1#12G) 3/4"C
1
I
A
FAN
"W.C.
(TF)
CONTROL (CTRL):
I. RUN CONTINUOUSLY DURIED OCCUPIED SCHEDULES, CONTROL VIA DDC SYSTEM.
II. INTERLOCK WITH LIGHT SWITCH BY DIVISION 26
GENERAL NOTES:
1. DRIVE TYPE: D=DIRECT-PROVIDE RHEOSTAT SPEED CONTROLLER IN FAN HOUSING UNLESS OTHERWISE NOTED.
2. ALL CURBS SHALL BE FACTORY MADE, 14 INCH HIGH INSULATED UNLESS OTHERWISE NOTED.
3. SCHEDULED FAN VALUES (CFM, SP AND HP) ARE ACTUAL AT ALTITUDE. MOTOR HP HAS BEEN ADJUSTED FROM SEA LEVEL CONDITIONS FOR
OPERATION AT JOBSITE ELEVATION. JOBSITE ELEVATION = 5280 FT.
4. PROVIDE MAGNETIC STARTER WITH AUXILARY CONTACTS AND HOA SWITCH ON ALL THREE PHASE UNITS EXCEPT WHEN
SERVED FROM MOTOR CONTROL CENTER.
5. PROVIDE PREMIUM EFFICIENCY MOTORS FOR MOTORS 1 HP AND OVER PER MENA STANDARD MG1-2003, TABLES 12-12 AND 12-13.
REMARK NOTES:
A. PROVIDE ECM VARIGREEN MOTOR WITH POTENTIOMETER DIAL PRE-MOUNTED ON MOTOR
B. PROVIDE GRAVITY BACKDRAFT DAMPER
C. PROVIDE ROOF TERMINATION KIT
MOUNTING (MTG):
1. INSTALL FAN WITH FLEXIBLE CONNECTIONS AT DUCT INLET AND OUTLET AND WITH HANGING VIBRATION ISOLATORS.
2.PROVIDE WITH FACTORY MANUFACTURED 14" HIGH ROOF CURB SUITABLE FOR ROOFING SYSTEM BEING USED. INSTALL
PER MANUFACTURER'S RECOMMENDATIONS. ALSO PROVIDE FACTORY BACKDRAFT DAMPER.
3. CEILING MOUNTED CABINET FAN
COMMONS BUILDING - GRILLE REGISTER DIFFUSER SCHEDULE
CODE
MODEL NO.
SERVICE
TYPE
A
TITUS / TDCA
SUPPLY
LOUVERED
24X24
B
TITUS / PAR
RETURN/EXHAUST
PERFORATED
24X24
C
TITUS / 350 RL
EXHAUST / TRANSFER
35 DEG. DEFLECTION
ACCESSORIES
DUCT + 1-3/4"
FACE SIZE
REMARKS
SEE PLANS
D
TITUS / 272 RS
SUPPLY
LOUVERED
NECK + 1-3/4"
E
TITUS / CT-580
RETURN
LINEAR BAR
SEE PLANS
2
07/15/15 ADDENDUM 3
05/29/15 FOR CONSTRUCTION
04/06/15 SCHEMATIC DESIGN
NO. DATE
DESCRIPTION OF REVISION
MADE
APPR'D
DENVER PUBLIC SCHOOLS
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
DRAWN BY:
CHECKED BY:
DATE:
APPROVED CONTRACT DOCUMENT SCALE:
JS
GP
JJS
DENVER, CO
05/29/15
AS NOTED
MECHANICAL, ELECTRICAL &
PLUMBING SCHEDULES
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
DATE:
SITE NO. 983
9100 E. 56TH AVE.
DESIGNED BY:
DEPARTMENT OF
FACILITY MANAGEMENT
SCHOOL NO. 985
STAPLETON NORTHFIELD CAMPUS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
DENVER PUBLIC SCHOOLS
7/14/2015 3:00:32 PM
AUTHORITY
DWG. NO.
3-MEP.01
SHEET:
OF:
983_2478_985 _OR_ 3-MEP.01
GENERAL NOTES
1. SEE PLANS FOR CFM AND NECK SIZE.
2. MAXIMUM NOISE CRITERIA (NC) SHALL BE 30 UNLESS OTHERWISE NOTED.
3. COLOR TO BE COORDINATED WITH ARCHITECT.
4. MATERIAL IS STEEL UNLESS OTHERWISE NOTED.
5. PROVIDE BALANCING DEVICE FOR ALL GRD'S UNLESS OTHERWISE NOTED.
COMMONS
C:\Revit Projects\2013\Project Path\M_DPS_COMMON_M13_mendez.rvt
MANUFACTURER/
COMMONS BUILDING - DESTRATIFICATION FAN SCHEDULE
ELECTRICAL
COMMONS BUILDING - AIR COOLED CONDENSING UNIT SCHEDULE
2
ELECTRICAL
CODE
MANUFACTURER/
MATCHING
(ACCU)
MODEL NO.
INDOOR UNIT(S)
COOLING
HEATING
W
VOLT
PH
MCA
DISC
FUSE
C2.01
CARRIER / 38MBQB48---3
FCU-C1.01
46.3
45.1
-
208/230
1
35
60A/3P
CARRIER / 38MAQB09---3
SSAC-C1.01
6.7
6.2
-
208/230
1
15
30A/3P
C2.02
CAPACITY (MBH)
FEEDER
REMARKS
55A LPN-RK
(3#4,1#8G.)1-1/4"C.
A, B, C, D
20A LPN-RK
(3#12,1312G.)3/4"C.
A, B, C D
CODE
MANUFACTURER &
(STF)
MODEL NO.
SERVICE
TYPE
AIRFOILS
DIAMETER
RPM
DRIVE
HP
VOLT
PH
FLA
DISC.
FUSE
FEEDER
MTG
CTRL
REMARKS
C2.01
BIG ASS FANS 14 FT ESSENCE
CAFETERIA
PROPELLER
8
14'-0"
55
VSD
2
120
1
10.0
30A,2P
20A LPN-RK
(2#12,1#12G) 3/4"C
1
I
A, B
C2.02
BIG ASS FANS 14 FT ESSENCE
CAFETERIA
PROPELLER
8
14'-0"
55
VSD
2
120
1
10.0
30A,2P
20A LPN-RK
(2#12,1#12G) 3/4"C
1
I
A, B
FAN
GENERAL NOTES
1. VSD=VARIABLE SPEED DRIVE.
3. PROVIDE PREMIUM EFFICIENCY MOTORS FOR MOTORS 1 HP AND OVER PER MENA STANDARD MG1-2003,
TABLES 12-12 AND 12-13.
4. REFER TO SPEC SECTION 230501 AND 260501 FOR EQUIPMENT DISCONNECTING RESPONSIBILITY.
GENERAL NOTES
1. PROVIDE MANUFACTURER'S REQUIRED CLEARANCE AROUND UNIT FOR AIRFLOW AND MAINTENANCE.
CONTROL (CTRL)
I. MANUFACTURUER CONTROL PANEL W/ CONTROL AT BMS & LOCKABLE DISCONNECT.
REMARK NOTES
A. WALL MOUNTED SPEED CONTROLLER WITH CAT5 CABLE
INTERNAL FUSING, LOAD REACTOR, AND POTENTIOMETER ON OUTSIDE OF CONTROLLER.
B. PROVIDE ANODIZED AIRFLOILS AND (SILVER OR BLACK)WINGLETS.
MOUNTING (MTG)
1. PROVIDE MANUFACTURER FAN MOUNT AND EXTENSION TUBE SUPPORTED FROM STRUCTURE ABOVE.
SUGGESTED MOUNTING HEIGHT OF 32" BELOW CEILING
2. CAPACITY LISTED IS NOMINAL. DERATING FOR ALTITUDE HAS BEEN ACCOUNTED FOR IN DESIGN.
3. PROVIDE QUICK-SLING MOUNTING RAILS TO ELEVATE UNITS A MINIMUM OF 12" FROM ROOF TO AVOID SNOW COLLECTION.
4. CONDENSING UNITS TO BE MOUNTED ON A CURB (OR PAD) WITH AN ELASTOMERIC MOUNT.
5. PROVIDE VIBRATION ISOLATION PACKAGE.
6. PROVIDE ANTI-SHORT CYCLE TIMER ON COMPRESSORS.
REMARK NOTES
A. PROVIDE WIND BAFFLE
B. PROVIDE MANUFACTURER SNOW HOOD
C. PROVIDE MANUFACTURER HAIL GUARD
D. PROVIDE LOW AMBIENT CONTROLS
COMMONS BUILDING - SOUND ATTENUATOR SCHEDULE
COMMONS BUILDING - DX SPLIT SYSTEM SCHEDULE
FAN
CODE
2
MANUFACTURER/
MIN. OA
COOLING
ESP
MAT (F)
HEATING (MBH)
TOTAL
ELECTRICAL
AREA SERVED
CFM
CFM
(IN.)
DB
WB
MBH
EAT
LAT
MBH
W
VOLT
PH
MCA
DISCON.
FUSE
FEEDER
REMARKS
FCU-C1.01
CARRIER / 40MBQB48D--3
KITCHEN
1460
310
0.3
78.9
61.5
35
50.9
76.5
34
-
208/230
1
35
60A/3P
55A LPN-RK
(3#4,1#8G.)1-1/4"C.
A, C, D
SSAC-C1.01
CARRIER / 40MBQB09C--3
SECURITY
260
20
0.1
76.4
61.6
6.5
59.9
75.9
6.0
-
208/230
1
15
30A/3P
20A LPN-RK
(3#12,1312G.)3/4"C.
B, C, E
CODE
(SA)
MANUFACTURER
SYSTEM
CFM
63
C1.01
C1.02
C2.01
C2.02
POTTORFF RFN-12F
VIBRO-ACOUSTICS RD-HV-F1
POTTORFF RXFN-12G
POTTORFF RXFN-12E
SEATING AREA SUPPLY
SEATING AREA RETURN
PERFORMANCE PLATFORM SUPPLY
PERFORMANCE PLATFORM RETURN
16,500
-16,500
4,500
-4,500
6
14
31
50
52
51
39
24
5
11
17
19
19
16
14
11
10
18
37
51
53
51
38
24
7
15
26
41
54
45
29
20
8K
W
(IN)
SIZE
H
LENGTH
(IN)
(IN)
42
46
32
24
36
30
16
24
120
60
120
84
VELOCITY
(FPM)
PRESS.
DROP
(IN WC)
REMARKS
1575
-1720
1270
-1125
0.26
0.17
0.26
0.17
A, B
A, B
A, B
A, B
REMARK NOTES
A. SILENCERS ARE SCHEDULED BASED ON SCHEDULED EQUIPMENT. CONTRACTOR SHALL PROVIDE SOUND POWER LEVEL DATA FOR EACH ITEM REQUIRING AN ATTENUATOR AND SHALL
BE RESPONSIBLE FOR PROVIDING ANY ADDITIONAL ATTENUATION REQUIRED BY ANY APPROVED EQUIPMENT SUBSTITUTIONS.
B. SUBMIT CALCULATIONS TO DEMONSTATE AN ACCEPTABLE OCCUPIED SPACE NOISE LEVEL TO BE APPROVED BY ACOUSTICAL CONSULTANTS AND ME ENGINEERS.
TOTAL
MODEL NO.
OCTAVE BAND Hz
MINIMUM DYNAMIC INSERTION LOSS, DB
125
250
500
1K
2K
4K
GENERAL NOTES
1. PROVIDE FILTER BOX WITH 1" THROW AWAY FILTERS
2. CAPACITIES & ASSOCIATED INFORMATION (LAT) HAVE BEEN DERATED FOR ALTITUDE UNLESS OTHERWISE NOTED.
3. JOBSITE ELEVATION = 5280FT.
4. LISTED CFM IS AT DESIGN FAN SPEED
5. PROVIDE WALL MOUNTED CONTROLLER. CONNECT TO BAS.
COMMONS BUILDING - CABINET UNIT HEATER SCHEDULE (ELECTRIC)
REMARK NOTES
A. CONNECT TO ACCU-C2.01
B. CONNECT TO ACCU-C2.02
C. PROVIDE OUTSIDE AIR INTAKE CONNECTION/MIXING BOX
D. GRAVITY DRAIN CONDENSATE AS SHOWN ON PLUMBING PLANS.
E. PROVIDE CONDENSATE PUMP & OVERFLOW ALARM. CONDENSATE PIPING SHOWN ON PLUMBING PLANS.
CODE
MANUFACTURER/
AREA
(CUH)
MODEL NO.
SERVED
CONFIG
CFM
KW
HP
VOLT
PH
DISC
FUSE
FEEDER
REMARKS
C1.01
MARKEL 6300
VESTIBULE - EAST
CEILING RECESSED
250
5
-
480
3
30A,3P
10A LPS-RK
(4#12,1#12G) 3/4"C
A, B
C1.02
MARKEL 6300
VESTIBULE - WEST
CEILING RECESSED
250
5
-
480
3
30A,3P
10A LPS-RK
(4#12,1#12G) 3/4"C
A, B
C1.03
TRANE / FFCB060
MENS & WOMENS RESTROOMS
CONCEALED DUCTED
700
10.5
1/6
480
3
20A,3P
10A LPS-RK
(4#12, 1#12G) 3/4"C
B, C, D
C1.04
MARKEL 6300
VESTIBULE - SOUTH
WALL RECESSED
500
10
-
480
3
30A,3P
20A LPS-RK
(4#12,1#12G) 3/4"C
A, B
ELECTRICAL
GENERAL NOTES
1. EAT=50 F, LAT=100 F.
REMARK NOTES
A. PROVIDE INTEGRAL THERMOSTAT
B. PROVIDE DEAD FRONT DISCONNECT SWITCH
C. PROVIDE UNIT WITH DUCT COLLARS.
D. PROVIDE HIGH STATIC MOTOR. CFM IS SCHEDULED AT 0.2" ESP.
COMMONS BUILDING - WATER HEATER SCHEDULE
MANUFACTURER/
RECOVERY (100 TR)
RECOVERY (100 TR)
INPUT (BTUH)
OUTPUT (BTUH)
OUTPUT (BTUH)
REMARKS
ELECTRICAL
CODE
MODEL NO.
SERVICE
STORAGE (GALS)
@ SEA LEVEL
@ ALTITUDE
@ SEA LEVEL
@ SEA LEVEL
@ ALTITUDE
VOLT
PH
FLA
FUSE
DISC
FEEDER
DWH-1
AERCO INNOVATION 800
COMMONS
24.5
-
-
800,000
771,000
585,960
120
1
9
20A LPN-RK
30A,2P
(2#12,1#12G) 3/4"C
1-5,8,9
GENERAL NOTES:
A. CAPACITIES SHOWN AT 6,000 FT.
B. PROVIDE EPO SWITCH AT EVERY EXIT FROM MECH ROOM IN ACCORDANCE WITH ALL CURRENT ADOPTED CODES.
C. ROUTE PRESSURE RELIEFVALVE PIPING TO OVER NEAREST FLOOR SINK. DO NOT ROUTE OVER WALKWAYS.
REMARK NOTES
1. MANUAL DISCONNECT SWITCH FOR WATER HEATER PROVIDED BY CONTRACTOR.
2. MANUAL DISCONNECT SWITCH FOR FACTORY MOUNTED RECIRC PUMP, PROVIDED BY CONTRACTOR.
3. ELECTRONIC IGNITION.
4. PROVIDE AERCO CONDENSATE NEUTRALIZER KIT.
5. PROVIDE VERTICAL/HORIZONTAL DIRECT VENT OPTION.
6. 120V TO 24V TRANSFORMER, PROVIDED BY CONTRACTOR.
7. SEPARATED COMBUSTION, TERMINATION KIT.
8. FULLY MODULATING, 24:1 ENERGY INPUT.
9. NOX EMISSIONS: 12.4 PPM @ 3% O2.
COMMONS BUILDING - UNIT HEATER SCHEDULE (ELECTRIC)
CODE
MANUFACTURER/
OUTPUT
EAT
LAT
(UH)
MODEL NO.
SERVICE
(KW)
C1.01
MARKEL 5100
STORAGE
C1.02
MARKEL 5100
C1.03
MARKEL 5100
ELECTRICAL
CFM
(F)
(F)
HP
VOLT
PH
FUSE
DISCON.
FEEDER
REMARKS
5
400
55
95
-
480
3
10A LPS-RK
30A,3P
(4#12,1#12G) 3/4"C
A
STORAGE
5
400
55
95
-
480
3
10A LPS-RK
30A,3P
(4#12,1#12G) 3/4"C
A
STORAGE
5
400
55
95
-
480
3
10A LPS-RK
30A,3P
(4#12,1#12G) 3/4"C
A
GENERAL NOTES
1. JOB SITE ELEVATION = 5,280 FT.
2. PROVIDE INTEGRAL THERMOSTAT
3. PROVIDE DEAD FRONT DISCONNECT SWITCH
REMARK NOTES
A. HORIZONTAL DISCHARGE.
COMMONS BUILDING - DOMESTIC WATER PUMP SCHEDULE
HEAD
MANUFACTURER/
ELECTRICAL
SUCTION
DISCHARGE
OPER.
NOTES
CODE
MODEL NO.
SERVICE
LOCATION
GPM
(FT)
RPM
HP/WATTS
VOLT
PH
FLA
FUSE
DISC
FEEDER
SIZE
SIZE
WT. LBS.
A
B
C
D
E
F
RCP-1
ARMSTRONG ASTRO2 290
DOMESTIC
DWH ROOM
8
12
-
218
120
1
1.9
THERMAL
OVERLOAD
(2#12,1#12G) 3/4" C.
1-1/4''
1-1/4''
15
1
1
1
1
1
1,2
C. TYPE
1. WET ROTOR CIRCULATOR
E. DUTY
1. THREE SPEED, SET TO MIDDLE SPEED
B. FLUID TEMPERATURE
1. 140° F
D. MOUNTING
1. SUPPORT FROM STRUCTURE
F. MISCELLANEOUS
1. ALL BRONZE OR STAINLESS STEEL CONSTRUCTION
2. TIME CLOCK. PUMP ENERGIZED 6:00AM - 10:00PM, AQUASTAT START/STOP
2
1
07/15/15
09.26.20
14
05/29/15
04/06/15
NO. DATE
ADDENDUM 3
PR#6
FOR CONSTRUCTION
SCHEMATIC DESIGN
DESCRIPTION OF REVISION
MADE
APPR'D
DENVER PUBLIC SCHOOLS
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
DRAWN BY:
CHECKED BY:
DATE:
APPROVED CONTRACT DOCUMENT SCALE:
JS
GP
JJS
DENVER, CO
05/29/15
AS NOTED
MECHANICAL, ELECTRICAL &
PLUMBING SCHEDULES
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
DATE:
SITE NO. 983
9100 E. 56TH AVE.
DESIGNED BY:
DEPARTMENT OF
FACILITY MANAGEMENT
SCHOOL NO. 985
STAPLETON NORTHFIELD CAMPUS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
DENVER PUBLIC SCHOOLS
7/14/2015 3:00:32 PM
AUTHORITY
DWG. NO.
3-MEP.02
SHEET:
OF:
983_2478_985 _OR_ 3-MEP.02
NOTES
A. FLUID
1. WATER
COMMONS
C:\Revit Projects\2013\Project Path\M_DPS_COMMON_M13_mendez.rvt
GENERAL NOTES
1. REFER TO DRAWINGS TO DETERMINE REQUIRED PUMP ROTATION. COORDINATE WITH MECHANICAL CONTRACTOR PRIOR TO ORDERING.
2. NON-OVERLOADING AT HORSEPOWER CURVE UNLESS NOTED OTHERWISE.
AIR BALANCE SCHEDULE
ASHRAE STANDARD 62.1-2007 VENTILATION RATE PROCEDURE CALCULATIONS - AHU-C2.01
AIR
HANDLER
ZONE/ROOM NAME
REQUIRED
OUTDOOR
OUTDOOR
AIRFLOW RATE
AIRFLOW RATE
ZONE
AREA
PER PERSON
PER UNIT
POPULATION
ZONE TYPE
(Az)
(Rp)
AREA (Ra)
PER TABLE 6-1
(SQ.FT.)
CFM / PERSON
CFM / SQ.FT.
AIRFLOWS
MINIMUM
ZONE
ZONE
PRIMARY
ROOM NAME
OUTDOOR AIR
ZONE AIR
ZONE
REQUIRED AT
DISTRIBUTION
ZONE OUTDOOR
PRIMARY
OUTDOOR
PEOPLE/1000
POPULATION
BREATHING ZONE
EFFECTIVENESS
AIRFLOW RATE
AIRFLOW
FRACTION
TABLE AND CHAIR STORAGE
SQ.FT.
(Pz)
CFM (Vbz)
(Ez) TABLE 6-2
CFM (Voz)
CFM (Vpz)
(Zp)
OFFICE
AHU-C2.01
2
ROOM NUMBER
TOILET
3-105A
STAGES, STUDIOS
2350
10
0.06
70
165
1786
1.0
1786
4300
0.42
LAUNDRY
3-104B
RAMP CORRIDOR - NORTH
CORRIDORS
350
0
0.06
0
0
21
1.0
21
100
0.21
CUSTODIAN
3-104A
RAMP CORRIDOR - SOUTH
CORRIDORS
320
0
0.06
0
0
19
1.0
19
100
0.19
OCCUPANT DIVERSITY
100.0%
165
1,826
System Ventilation Efficiency (Ev)
ASHRAE 62.1-2007 Required Outdor Air Intake (Vot)
ASHRAE 62.1-2007 Required Outdor Air Intake for 30% Increase over Baseline (Vot30)
AHU Design Outdoor Air Percentage
Outdoor Air Scheduled
RETURN
TRANSFER IN
TRANSFER OUT
TOTAL
750
750
0
0
150
50
150
150
0
300
250
0
150
150
0
1260
KITCHEN
2
0.42
CRITICAL ZONE Zp
EXHAUST
150
PERFORMANCE PLATFORM
AHU-C2.01 TOTAL
SUPPLY
1700
590
150
0
3300
4290
990
0
SERVING
3-104
MEN'S TOILET
3-102
300
440
140
0
WOMEN'S TOILET
3-101
400
660
260
0
SECURITY
3-100B
200
ELECTRICAL
3-109
3500
3500
0
IDF
3-106C
600
600
0
CUSTODIAN
3-106B
150
150
0
FAMILY ASSIST TOILET
3-106A
150
150
0
0.74
2,468 CFM
3,208 CFM
56%
2,500 CFM
180
0
20
WATER ENTRY
400
400
0
THEATER STORAGE
400
400
0
4800
4800
0
1770
10540
2
CORRIDOR *
3-106
SEATING AREA
3-100
PERFORMANCE PLATFORM
3-110
16560
7500
4500
290
1000
3500
0
ASHRAE STANDARD 62.1-2007 VENTILATION RATE PROCEDURE CALCULATIONS - ERV-C2.01
AIR
HANDLER
ZONE/ROOM NAME
OUTDOOR
OUTDOOR
TOTAL BUILDING
REQUIRED
MINIMUM
1290
* CORRIDOR IS NOT USED AS A RETURN AIR PATH. TRANSFER AIR LISTED IS IN PLENUM.
ZONE
AIRFLOW RATE
AIRFLOW RATE
ZONE
OUTDOOR AIR
ZONE AIR
ZONE
PRIMARY
AREA
PER PERSON
PER UNIT
POPULATION
ZONE
REQUIRED AT
DISTRIBUTION
ZONE OUTDOOR
PRIMARY
OUTDOOR
ZONE TYPE
(Az)
(Rp)
AREA (Ra)
PEOPLE/1000
POPULATION
BREATHING ZONE
EFFECTIVENESS
AIRFLOW RATE
AIRFLOW
FRACTION
PER TABLE 6-1
(SQ.FT.)
CFM / PERSON
CFM / SQ.FT.
SQ.FT.
(Pz)
CFM (Vbz)
(Ez) TABLE 6-2
CFM (Voz)
CFM (Vpz)
(Zp)
GENERAL NOTES:
1.THIS AIR-BALANCE TABLE REFLECTS THE WORST CASE SCENARIO IN WHICH THERE IS MINIMUM OUTSIDE AIR INTAKE TO THE BUILDING AND MAXIMUM EXHAUST.
THE BUILDING IS KEPT SLIGHTLY POSITIVE AT THIS CONDITION BY THE STAGE AIR HANDLING UNIT AND THE ERV UNIT SERVING THE SEATING AREA. IF THE
STAGE UNIT IS IN FULL ECONOMIZER MODE, RELIEF WILL BE PROVIDED THROUGH THE STAGE AHU BAROMETRIC RELIEF DAMPER.
ERV-C2.01
SEATING AREA
MULTIPURPOSE ASSEMBLY
8220
5
ERV-C2.01 TOTAL
System Ventilation Efficiency (Ev)
ASHRAE 62.1-2007 Required Outdor Air Intake (Vot)
ASHRAE 62.1-2007 Required Outdor Air Intake for 30% Increase over Baseline (Vot30)
AHU Design Outdoor Air Percentage
Outdoor Air Scheduled
0.06
120
986
5425
OCCUPANT DIVERSITY
100.0%
986
5,425
1.0
5425
16500
2.OUSTIDE AIR INTAKE EXCEEDS EXHAUST FROM BUILDING. ERV UNIT PROVIDES MAKE-UP AIR FOR EXHAUST THROUGH ERV AND ENVIRIONMENTAL FANS.
0.33
CRITICAL ZONE Zp
AHU PROVIDES POSITIVE PRESSURE AT ALL OPERATING CONDITIONS, AND SERVES AS RELIEF AIR PATH THROUGH BAROMETRIC RELIEF DAMPER.
0.33
0.83
6,536 CFM
8,497 CFM
40%
6,550 CFM
ASHRAE STANDARD 62.1-2007 VENTILATION RATE PROCEDURE CALCULATIONS - FCU-C1.01
OUTDOOR
REQUIRED
MINIMUM
ZONE
AIRFLOW RATE
AIRFLOW RATE
ZONE
OUTDOOR AIR
ZONE AIR
ZONE
PRIMARY
AREA
PER PERSON
PER UNIT
POPULATION
ZONE
REQUIRED AT
DISTRIBUTION
ZONE OUTDOOR
PRIMARY
OUTDOOR
ZONE TYPE
(Az)
(Rp)
AREA (Ra)
PEOPLE/1000
POPULATION
BREATHING ZONE
EFFECTIVENESS
AIRFLOW RATE
AIRFLOW
FRACTION
ZONE/ROOM NAME
PER TABLE 6-1
(SQ.FT.)
CFM / PERSON
CFM / SQ.FT.
SQ.FT.
(Pz)
CFM (Vbz)
(Ez) TABLE 6-2
CFM (Voz)
CFM (Vpz)
(Zp)
WARMING KITCHEN
KITCHEN (COOKING)
975
7.5
0.12
20
20
263
1.0
263
1260
0.21
OFFICE
OFFICE SPACE
111
5
0.06
5
1
9
1.0
9
150
0.06
LAUNDRY
LAUNDRY ROOMS WITHIN DWELLING UNIT
70
5
0.12
10
1
12
1.0
12
50
0.24
OCCUPANT DIVERSITY
100.0%
21
285
AIR
HANDLER
OUTDOOR
FCU-C1.01
2
FCU-C1.01 TOTAL
System Ventilation Efficiency (Ev)
ASHRAE 62.1-2007 Required Outdor Air Intake (Vot)
ASHRAE 62.1-2007 Required Outdor Air Intake for 30% Increase over Baseline (Vot30)
AHU Design Outdoor Air Percentage
Outdoor Air Scheduled
CRITICAL ZONE Zp
0.24
0.92
309 CFM
402 CFM
21%
310 CFM
ASHRAE STANDARD 62.1-2007 VENTILATION RATE PROCEDURE CALCULATIONS - SSAC-C1.01
OUTDOOR
OUTDOOR
AIRFLOW RATE
AIRFLOW RATE
ZONE
AREA
PER PERSON
PER UNIT
POPULATION
ZONE TYPE
(Az)
(Rp)
AREA (Ra)
ZONE/ROOM NAME
PER TABLE 6-1
(SQ.FT.)
CFM / PERSON
SECURITY
OFFICE SPACE
65
5
AIR
HANDLER
REQUIRED
MINIMUM
ZONE
ZONE
PRIMARY
ZONE OUTDOOR
PRIMARY
OUTDOOR
EFFECTIVENESS
AIRFLOW RATE
AIRFLOW
FRACTION
CFM (Vbz)
(Ez) TABLE 6-2
CFM (Voz)
CFM (Vpz)
(Zp)
1
9
0.8
11
260
0.04
1
9
OUTDOOR AIR
ZONE AIR
ZONE
REQUIRED AT
DISTRIBUTION
PEOPLE/1000
POPULATION
BREATHING ZONE
CFM / SQ.FT.
SQ.FT.
(Pz)
0.06
5
OCCUPANT DIVERSITY
100.0%
SSAC-C1.01
SSAC-C1.01 TOTAL
0.04
1.00
9 CFM
12 CFM
8%
20 CFM
2
07/15/15 ADDENDUM 3
05/29/15 FOR CONSTRUCTION
04/06/15 SCHEMATIC DESIGN
NO. DATE
DESCRIPTION OF REVISION
MADE
APPR'D
DENVER PUBLIC SCHOOLS
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
DRAWN BY:
CHECKED BY:
DATE:
APPROVED CONTRACT DOCUMENT SCALE:
JS
GP
JJS
DENVER, CO
05/29/15
AS NOTED
MECHANICAL, ELECTRICAL &
PLUMBING SCHEDULES
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
DATE:
SITE NO. 983
9100 E. 56TH AVE.
DESIGNED BY:
DEPARTMENT OF
FACILITY MANAGEMENT
SCHOOL NO. 985
STAPLETON NORTHFIELD CAMPUS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
DENVER PUBLIC SCHOOLS
7/14/2015 3:00:33 PM
AUTHORITY
DWG. NO.
3-MEP.03
SHEET:
OF:
983_2478_985 _OR_ 3-MEP.03
C:\Revit Projects\2013\Project Path\M_DPS_COMMON_M13_mendez.rvt
System Ventilation Efficiency (Ev)
ASHRAE 62.1-2007 Required Outdor Air Intake (Vot)
ASHRAE 62.1-2007 Required Outdor Air Intake for 30% Increase over Baseline (Vot30)
AHU Design Outdoor Air Percentage
Outdoor Air Scheduled
CRITICAL ZONE Zp
COMMONS
2
2. THE DISCONNECTING MEANS FOR ALL MECHANICAL EQUIPMENT SHALL BE ACCESSIBLE AND HAVE THE CLEARANCE IN FRONT
AS REQUIRED BY NEC AMENDMENTS.
3. ALL CEILING ATTACHED OBJECTS AND FLOOR ATTACHED EQUIPMENT INCLUDING BUT NOT LIMITED TO PENDANT LIGHTING
FIXTURES, GENERAL LIGHTING, MULTIPLE RACEWAYS, GENERATOR, TRANSFORMER ELECTRICAL SWITCHGEAR, AND
SWITCHBOARDS SHALL BE INSTALLED IN ACCORDANCE WITH SUPPORTING OBJECTS FOR SEISMIC ZONE AS REQUIRED BY
STATE AND LOCAL CODES.
4. ALL SWITCHGEAR, SWITCHBOARDS AND TRANSFORMERS SHALL HAVE A 4 INCH HOUSE KEEPING PAD. UNDER NO CONDITION
SHALL THE HIGHEST SWITCH OR BREAKER EXCEED 6'-6" AFF.
AMPERE
MC
MECHANICAL CONTRACTOR
AC
ABOVE COUNTER
MCC
MOTOR CONTROL CENTER
AF
AMPERE FUSE/FRAME
MCP
MOTOR CIRCUIT PROTECTOR
AFF
ABOVE FINISHED FLOOR
MDF
MAIN DISTRIBUTION FRAME
AFG
ABOVE FINISHED GRADE
MDP
MAIN DIXTRIBUTION PANEL
WALL MOUNTED LINEAR FLOREXCENT
MOTOR AND DISCONNECT
DUPLEX WALL RECEPTACLE
RECESSED 2'X4'
MOTOR AND FUSED DISCONNECT
AMMETER
MFR
MANUFACTURER
ANN
ANNUNCIATOR
MG
MOTOR GENERATOR
SURFACE MOUNTED 2'X4'
ANT
ATS
ANTENNA
AUTOMATIC TRANSFER SWITCH
MH
MIN
MAN HOLE OR METAL HALIDE
MINIMUM
SURFACE MOUNTED 2'X2'
AUX
AUXILIARY
MOV
MOTOR OPERATED VALVE
AWG
AMERICAN WIRE GAUGE
MPOE
MAIN POINT OF ENTRY
BCST
BROADCAST
MTG
MOUNTING HEIGHT
BFC
BELOW FINISHED CEILING
MS
MOTOR STARTER
BFG
BELOW FINISHED GRADE
MSB
MAIN SWITCHBOARD
6. COORDINATE AND ADJUST ALL WORK BETWEEN TRADES AND EXISTING CONDITIONS IN ORDER TO ACCOMPLISH A NEAT,
INTEGRATED AND EFFICIENT INSTALLATION WHICH INCLUDE BUT ARE NOT LIMITED TO:
BKR
BREAKER
MTB
MAIN TERMINAL BOARD
C
CONDUIT
MTD
MOUNTED
CAB
CABINET
MTG
MOUNTING
CAM
CAMERA
MTGB
MAIN TELECOMMUNICATION GROUND BUS
FLUSH MOUNTED DUPLEX FLOOR-BOX
MAG-MSTR
AM
MAIN LUGS ONLY
FOURPLEX WALL RECEPTACLE
MOTOR STARTER
RECESSED 1'X4'
MECHANICAL
MLO
RECESSED 2'X2'
FLUSH MOUNTED COMBO DUPLEX/DATA FLOOR-BOX
CB
UN-FUSED DISCONNECT
FLUSH MOUNTED FOURPLEX FLOOR-BOX
FUSED DISCONNECT
CIRCUIT BREAKER
BRANCH CIRCUIT OR POWER PANEL
FLUSH MOUNTED COMBO FOURPLEX /DATA FLOOR-BOX
CB/6
LIGHTING CONTROL PANEL
SURFACE MOUNTED 1'X4'
M
RECESSED STEP LIGHT
FLUSH MOUNTED COMBO FOURPLEX /DATA FLOOR-BOX
CB/8
METER
RECESSED FOURPLEX FLOOR-BOX
CURRENT TRANSFORMER
WALL MOUNTED FLOODLIGHT
CB
GROUND
WALL MOUNTED SCONCE
RECESSED COMBO FOURPLEX/DATA FLOOR-BOX
COMBO POWER/DATA FURNITURE FEED
J
CB
DELTA/WYE WITH GROUND
SURFACE MOUNTED DOWN LIGHT
J
CB
SURFACE MOUNTED WALL WASH
POWER TRANSFORMER
T
SPECIAL RECEPTACLE (FOR "X" SEE TABLE BELOW)
X
RECESSED DOWN LIGHT
FUSE & SWITCH
COMBO POWER/DATA FURNITURE FEED
b. COORDINATE NECESSARY EQUIPMENT, FIXTURES, ETC. SO THAT THE FINAL INSTALLATION IS COMPATIBLE
WITH THE MATERIALS AND EQUIPMENT OF THE OTHER TRADES.
CB
CIRCUIT BREAKER
MV
MEDIUM VOLTAGE
CCTV
CLOSED CIRCUIT TELEVISION
N
NEUTRAL
RECESSED WALL WASH
CIRCUIT BREAKER
c. THIS CONTRACTOR SHALL ASSIST THE DIVISION 23 CONTRACTOR IN PREPARING SHOP DRAWINGS FOR
COORDINATING INSTALLATION OF ALL WORK (IE. LOCATING ALL LIGHTING FIXTURES IN CEILING WITH CEILING
CLEARANCES, RACEWAYS, PIPING, EQUIPMENT FOR CLEARANCE THROUGHOUT).
CKT
CIRCUIT
NEC
NATIONAL ELECTRICAL CODE
RECESSED 1X4 WALL WASH
DRAWOUT CIRCUIT BREAKER
CEILING FOURPLEX RECEPTACLE
CO
CONDUIT ONLY
NF
NON FUSED
COMB
COMBINATION
NIC
NOT IN CONTRACT
PENDANT LIGHT
KIRK-KEY INTERLOCK
CEILING RECEPTACLE
COMP
COMPUTER
NC
NORMALLY CLOSED
MONOPOINT TRACKHEAD
GROUND FAULT INTERRUPTER BREAKER
CLOCK RECEPTACLE
LINEAR QUARTZ LIGHT STRIP
CIRCUIT MONITORING DEVICE
EMERGENCY RECEPTACLE
7. DEFINITIONS:
a. "FURNISH" MEANS TO "SUPPLY" AND USUALLY REFERS TO AN ITEM OF EQUIPMENT.
b. "INSTALL" MEANS TO "SET IN PLACE, CONNECT AND PLACE IN FULL OPERATIONAL ORDER".
COND
CONDUCTOR
NO
NORMALLY OPEN
CT
CURRENT TRANSFORMER
NTS
NOT TO SCALE
CU
dB
COPPER
DECIBEL
OC
OD
ON CENTER
OUTSIDE DIAMETER
POLE MOUNTED LUMINAIRE WITH ARM
DEMARC
DEMARCATION
P
POLE
POLE MOUNTED LUMINAIRE POST TOP MOUNTING
DISC
DISCONNECT
PA
PUBLIC ADDRESS
CEILING MOUNTED EXIT SIGN
c. "PROVIDE" MEANS TO "FURNISH AND INSTALL".
DL
DAMP LABEL
PB
PUSH BUTTON
d. "EQUIVALENT" MEANS "MEETS THE SPECIFICATIONS OF THE REFERENCE PRODUCT OR ITEM IN ALL
SIGNIFICANT ASPECTS." SIGNIFICANT ASPECTS SHALL BE DETERMINED BY THE ENGINEER.
DWG
DRAWING
PBX
PRIVATE BRANCH EXCHANGE
DVR
DIGITAL VIDEO RECORDER
PE
PHOTOELECTRIC
e. "RE:
DIVISION", AND SIMILAR EXPRESSIONS MEANS WORK TO BE PERFORMED UNDER THE CONTRACT
DOCUMENTS, BUT NOT NECESSARILY UNDER THE DIVISION OR SECTION OF THE WORK ON WHICH THE NOTE
APPEARS. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COORDINATE THE WORK OF THE CONTRACT
BETWEEN HIS/HER SUPPLIERS, SUBCONTRACTORS, AND EMPLOYEES. IF CLARIFICATION IS REQUIRED, CONSULT
ARCHITECT.
EA
EACH
PF
POWER FACTOR
EC
ELECTRICAL CONTRACTOR
PH
PHASE
EF
EXHAUST FAN
PNL
PANEL
EG
EQUIPMENT GROUND
PR
PAIR
EHC
ELECTRIC HEATING COIL
PRI
PRIMARY
ELEC
ELECTRIC OR ELECTRICAL
PT
POTENTIAL TRANSFORMER
8. "FIRESTOPPING" REQUIREMENT. ALL PENETRATIONS THROUGH RATED WALLS AND FLOORS SHALL BE SEALED WITH
MATERIAL CAPABLE OF PREVENTING THE PASSAGE OF FLAMES AND HOT GASSES WHEN SUBJECTED TO THE REQUIREMENTS
OF THE TEST STANDARD SPECIFIC FOR FIRE STOPS ASTM-E-814. ALL PENETRATIONS SHALL MEET F AND T RATINGS AS
REQUIRED BY THE BUILDING CODE.
9. WHERE DISCONNECTS ARE INDICATED ON DRAWINGS CONTRACTOR SHALL PROVIDE FINAL CONNECTION TO EQUIPMENT
BEING SERVED BY DISCONNECT.
10. CONTRACTOR PROVIDE ALL MISCELLANEOUS SUPPORTS AS REQUIRED FOR A COMPLETE OPERABLE ELECTRICAL
INSTALLATION INCLUDING MISCELLANEOUS STEEL, UNI-STRUT, ALL-THREAD, AIRCRAFT CABLE, ETC.
ELECTRICAL BID ALTERNATE PRICING:
1. BID ALTERNATE #1 - THEATER LIGHT FIXTURES
ELEVATOR
PVC
POLYVINYL CHLORIDE
EMERG
EMERGENCY
PWR
POWER
DIMMER SWITCH
EMT
ELECTRIC METALLIC TUBING
QR
QUARTZ RESTRIKE
SINGLE POLE SWITCH
ENG
ELECTRONIC NEWS GATHERING
R
REMOVE
EOL
F/A END OF LINE RESISTOR
REC
RECEPTACLE
EQUIP
EQUIPMENT
RGS
RIGID GALVANIZED STEEL
ER
EXISTING TO BE REMOVED/RELOCATED
RM
ROOM
EWC
ELECTRIC WATER COOLER
RPM
REVOLUTIONS PER MINUTE
3
3-WAY SWITCH
4
4-WAY SWITCH
LV
EXISTING
SECT
SECTION
F
FUSE
SHT
SHEET
F/A
FIRE ALARM
SMPOE
SECONDARY MAIN POINT OF ENTRY
FACP
FIRE ALARM CONTROL PANEL
SP
SERVICE PROVIDER
FBO
FURNISHED BY OTHERS
SPD
SURGE PROTECTIVE DEVICE
FC
FOOTCANDLES
SPDT
SINGLE POLE, DOUBLE THROW
FDR
FEEDER
ST
SHUNT TRIP
FLEX
FLEXIBLE
STD
STANDARD
BR
FLR
FLOOR
SW
SWITCH
BT
FLUOR
FLUORESCENT
SWBD
SWITCHBOARD
GALV
GALVANIZED
T
TWIST LOCK
GEN
GENERATOR
TBB
TELECOMMUNICATIONS BONDING BACKBONE
GFCI
GROUND FAULT CIRCUIT INTERRUPTER
TC
TIME CLOCK
GND
GROUND
TTB
TELEPHONE TERMINAL BOARD
HC
HORIZONTAL CROSS CONNECT
TTC
TELEPHONE TERMINAL CABINET OR CLOSET
HD
HEAVY DUTY
TEL
TELEPHONE
HH
HAND HOLE
TELCO
TELEPHONE COMPANY
HOA
HAND-OFF-AUTO
TELCOM
TELECOMMUNICATIONS
HP
HORSE POWER
TEMP
TEMPERATURE
HPF
HIGH POWER FACTOR
TGB
TELECOMMUNICATIONS GROUND BUS
HPS
HIGH PRESSURE SODIUM
TR
TEMPER RESISTANT
HTR
HEATER
UC
UNDER COUNTER
IC
ID
IDF
INTERMEDIATE CROSS CONNECT
INSIDE DIAMETER
INTERMEDIATE DISTRIBUTION FRAME
U/G
UNDER GROUND
IMC
INTERMEDIATE GRADE METALLIC CONDUIT
UH
UL
UNO
UNIT HEATER
UNDERWRITER LABORATORIES
UNLESS NOTED OTHERWISE
INCAND
INCANDESCENT
UPS
UNINTERRUPTIBLE POWER SUPPLY
J-BOX
JUNCTION BOX
UTP
UNSHIELDED TWISTED PAIR
KCMIL
THOUSAND OF CIRCULAR MILLS
V
VOLT
KVA
KILOVOLT AMPERE
VFD
VARIABLE FREQUENCY DRIVE
KW
KILOWATT
VM
VOLTMETER
KWH
KILOWATT HOUR
W
WATT
FINISHED FLOOR
NOTES:
1.
MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS SHALL GOVERN OVER
THOSE SHOWN ABOVE.
2.
CONTRACTOR SHALL ENSURE THAT ALL MOUNTING HEIGHTS COMPLY WITH CURRENT ADA
REQUIREMENTS.
3.
WHERE EVER DEVICES ARE INDICATED TO BE ABOVE DOORS, DEVICE SHALL BE CENTERED
BETWEEN TOP OF DOOR TRIM AND CEILING LINE.
4.
ALL ABOVE COUNTER DEVICES SHALL BE MOUNTED
5.
ALL ABOVE COUNTER (DESIGNATED BY "AC") SHALL BE MOUNTED 8" ABOVE COUNTER OR
MAXIMUM HEIGHT OF 44" TO TOP OF DEVICE. VERIFY HEIGHTS WITH ARCHITECT.
6.
FOR CEILINGS BELOW 7'-4", FIRE ALARM STROBE OR HORN/STROBES SHALL BE WALL
MOUNTED 6" BELOW FINISHED CEILING.
LA
LIGHTNING ARRESTOR
W/
LOCAL AREA NETWORK
WH
WATT HOUR
LFC
LIQUID TIGHT FLEXIBLE CONDUIT
WHM
WATT HOUR METER
LTG
LIGHTING
WLAN
WIRELESS-LOCAL AREA NETWORK
LV
LOW VOLTAGE
WP
WEATHERPROOF
MA
MILLIAMPERE
WPL
WEATHERPROOF LOCKABLE ENCLOSURE
MAX
MAXIMUM
WT
WATERTIGHT
MB
MAIN BREAKERS
XFMR
TRANSFORMER
XP
EXPLOSION PROOF
CEILING TV OUTLET
TV
POWER POLE
MOTOR AND THERMAL OVERLOAD
SINGLE TOGGLE SWITCH
PLUG MOLD
AUTOMATIC TRANSFER SWITCH
SINGLE PUSH BUTTON
WALL BUZZER
RACEWAY LEGEND
BRANCH CIRCUIT HOMERUN TO PANELBOARD, NUMBER OF
ARROWS INDICATES NUMBER OF CIRCUITS, NUMERICAL
INDICATES CIRCUIT NUMBER.
BRANCH CIRCUIT HOMERUN CONTROLLED BY LIGHTING
CONTROL SYSTEM. FIRST HEXAGON LETTER CORRESPONDS
TO FIRST CIRCUIT NUMBER.
(ie. CIRCUIT #2 IS ON ZONE A)
A:2,4
FIRE ALARM
A
UNDERGROUND FEEDER
SMOKE DETECTOR
UNDERGROUND BRANCH CIRCUIT HOMERUN
HEAT DETECTOR
CONDUIT UP
DUCT DETECTOR
CONDUIT DOWN
BEAM DETECTOR RECEIVER
CONDUIT RUNS UNDERFLOOR OR BELOW GRADE
BEAM DETECTOR TRANSMITTER
CONDUIT RUN CONCEALED IN WALLS OR CEILING, OR
EXPOSED WHEN CEILING ARE NOT PRESENT.
EMERGENCY POWER OFF
EVAC
ESR
VOICE EVAC PANEL
MOTOR CONNECTION
ELEVATOR STATUS PANEL
CEILING MOUNTED HORN [SPEAKER]
WALL MOUNTED HORN [SPEAKER]
OUTLET RATING
NEMA/CAT NO
FEEDER (NOTE 1)
WIRING NOTES
A
NON-LOCKING, 20A, 125V, 1PH
5-20R
2#12,#12G,3/4"C (50FT)
DEDICATED, SINGLE OUTLET
B
NON-LOCKING, 30A, 125V, 1PH
5-30R
2#10,#10G,3/4"C (60FT)
HOT-NEUT-GND
C
NON-LOCKING, 20A, 250V, 1PH
6-20R
2#12,#12G,3/4"C (100FT)
HOT-HOT-GND
D
NON-LOCKING, 30A, 250V, 1PH
6-30R
2#10,#10G,3/4"C (120FT)
HOT-HOT-GND
E
NON-LOCKING, 50A, 250V, 1PH
6-50R
2#6,#10G,3/4"C (150FT)
HOT-HOT-GND
F
TBD
-
-
-
G
NON-LOCKING, 20A, 125/250V, 1PH
14-20R
3#12,#12G,3/4"C (100FT)
HOT-HOT-NEUT-GND
H
TBD
-
-
-
I
NOT USED
-
-
-
J
LOCKING, 20A, 125V, 1PH
L5-20R
2#12,#12G,3/4"C (50FT)
HOT-NEUT-GND
K
LOCKING, 30A, 125V, 1PH
L5-30R
2#10,#10G,3/4"C (60FT)
HOT-NEUT-GND
L
LOCKING, 20A, 250V, 1PH
L6-20R
2#12,#12G,3/4"C (100FT)
HOT-HOT-GND
M
LOCKING, 30A, 250V, 1PH
L6-30R
2#10,#10G,3/4"C (120FT)
HOT-HOT-GND
N
TBD
-
-
-
O
NOT USED
-
-
-
CEILING MOUNTED REMOTE INDICATOR LIGHT
P
LOCKING, 20A, 125/250V, 1PH
L14-20R
3#12,#12G,3/4"C (100FT)
HOT-HOT-NEUT-GND
WALL MOUNTED REMOTE INDICATOR LIGHT
Q
LOCKING, 30A, 125/250V, 1PH
L14-30R
3#10,#10G,3/4"C (120FT)
HOT-HOT-NEUT-GND
R
TBD
-
-
-
S
WALL MOUNTED HORN [SPEAKER]/STROBE
WALL MOUNTED SILENTONE
FIRE SERVICE PHONE
H
FIREMAN'S PHONE JACK
J
ROTATING BEACON
DH
MANUAL PULL STATION
MAGNETIC DOOR HOLD OPEN DEVICE
TAMPER SWITCH
FLOW SWITCH
RTS
RTS
RECEPTACLE MODIFIER TAGS
TAG
CEILING MOUNTED HORN [SPEAKER]/STROBE
WITH
LAN
CEILING JUNCTION BOX
LOW VOLTAGE SWITCH
WALL MOUNTED ADA STROBE
S
LOCKING, 20A, 208Y/120V, 3PH
L21-20R
4#12,#12G,3/4"C (120FT)
HOT-HOT-HOT-NEUT-GND
CEILING MOUNTED STROBE
T
LOCKING, 30A, 208Y/120V, 3PH
L21-30R
4#10,#10G,3/4"C (130FT)
HOT-HOT-HOT-NEUT-GND
IM
MAGNETIC DOOR HOLD OPEN DEVICE
U
LOCKING, 50A, 250V, 3PH
HBL CS8365C
3#6,#10G,1"C (175FT)
HOT-HOT-HOT-GND
FR
FIRE ALARM ADDRESSABLE RELAY
V
NOT USED
-
-
-
W
PIN & SLEEVE, 60A, 208Y/120V, 3PH
HBL 560R9W
4#4,#10G,1-1/4"C (200FT)
HOT-HOT-HOT-NEUT-GND
X
PIN & SLEEVE, 100A, 208Y/120V, 3PH
HBL 5100R9W
4#1,#8G,1-1/2"C (250FT)
HOT-HOT-HOT-NEUT-GND
Y
TBD
-
-
-
Z
TBD
-
-
-
ALARM BELL
FIRE SMOKE DAMPER
FR
TYPICAL DEVICE MOUNTING HEIGHTS
NO SCALE
16" AFF U.N.O.
-GYP
-BLOCK
18"AFF U.N.O.
-BLOCK (6")
BOTTOM OF
DEVICE
TOP OF
DEVICE
48" (4'-0") U.N.O.
64" (5'-4") U.N.O.
72" (6'-0") U.N.O.
78" (6'-6") U.N.O.
TOP OF CABINET FAAP
CONTROL
PANELS
J
A:2,4
EX
FACP
TO
THERMAL OVERLOAD
SHADED SYMBOLS DENOTE EMERGENCY FIXTURES PROVIDE
QUARTZ RESTRIKE FOR ALL METAL HALIDE EMERGENCY
FIXTURES.
B. ALTERNATE 1A: PROVIDE TYPE T1, T2 FIXTURES AND ITS CONTROL SYSTEM ON PERFORMANCE STAGE AS
SHOWN ON PLANS.
C. ALTERNATE 1B: PROVIDE LED SOURCE FIXTURES (TYPE T3,T4) ON PERFORMANCE STAGE, IN LIEU OF 'PAR'
(TYPE T1,T2) AS INDICATED ON FLOOR PLANS. BID ALTERNATE PRICING SHALL
INCLUDE DMX. REFER TO ELECTRICAL DRAWINGS ON SHEET 3-E0.02 , 3-E0.07 3-E0.08 3-E0.09,
AND 3-E3.01. FIXTURE SHALL ETC SOURCE 4 LED SERIES 2.
D. ALTERNATE 1C: PROVIDE LED SOURCE FIXTURES (TYPE T3,T4) ON PERFORMANCE STAGE, IN LIEU OF 'PAR'
(TYPE T1,T2) AS INDICATED ON FLOOR PLANS. BID ALTERNATE PRICING SHALL
INCLUDE
DMX. REFER TO ELECTRICAL DRAWINGS ON SHEET 3-E0.02 , 3-E0.07 3-E0.08 3-E0.09, AND 3E3.01. FIXTURE SHALL ALTMAN LIGHTING PHOENIX LED.
E. ALTERNATE 1D: PROVIDE LED SOURCE FIXTURES (TYPE T3,T4) ON PERFORMANCE STAGE, IN LIEU OF 'PAR'
(TYPE T1,T2) AS INDICATED ON FLOOR PLANS. BID ALTERNATE PRICING SHALL INCLUDE DMX
REFER TO ELECTRICAL DRAWINGS ON SHEET 3-E0.02 , 3-E0.07 3-E0.08 3-E0.09, AND 3-E3.01.
FIXTURE SHALL ETC D40 SERIES.
TOP OF CABINET
TO
OCCUPANCY SENSOR - COMBINATION DUAL LEVEL WALL SWITCH
ELEV
SECONDARY/SECOND
NOTE:
ALL DEVICES INDICATED
TO BE INSTALLED AT
DIFFERENT MOUNTING
HEIGHTS AND LOCATED
WITHIN ONE STUD SPACE
FROM EACH OTHER SHALL
ALIGN VERTICALLY, ON
THE SAME SIDE OF THE
STUD. WHERE WALL
MOUNTED TELEPHONES
OCCUR OVER LIGHT
SWITCHES, VOLUME
CONTROLS, ETC.
OFFSET ONE STUD
SPACE.
FLOOR JUNCTION BOX
DUPLEX PUSH BUTTON
SEC
TOP OF CABINET
J
TRANSIENT VOLTAGE SURGE SUPPRESSION
OCCUPANCY SENSOR - WALL MOUNTED
EXHAUST
B. ALTERNATE: PROVIDE ELECTRICAL CONNECTION AND CONTROL WIRING FOR MOTORIZED SHADES AND ITS
CONTROLLERS PER MANUFACTURER REQUIREMENTS.
WALL JUNCTION BOX
COMBINATION OCCUPANCY SENSOR - WALL SWITCH
DL
EXH
A. BASE BID: PROVIDE ROUGH-IN/CIRCUITING AND CONTROL STATION LOCATION FOR FUTURE MOTORIZED
SHADES FOR SEATING AREA CLERESTORY AS INDICATED ON PLANS.
TVSS
OCCUPANCY SENSOR - CEILING MOUNTED
SECURITY CONTROL PANEL
3. BID ALTERNATE #3 - MOTORIZED SHADES
COMBINATION TV / POWER OUTLET
EMERGENCY LIGHTING UNIT
SCP
B. ALTERNATE: PROVIDE CONTROL CONSOLE AS INDICATED ON SHEET 3-E0.02. ETC #SMARTFADE 1248 OR
APPROVED EQUAL.
TV
MECHANICAL EQUIPMENT IDENTIFICATION TAG
WALL MOUNTED EXIT SIGN
ELECTRIC WATER HEATER
A. BASE BID: NONE
D
EXIT SIGN WITH DIRECTIONAL ARROWS (CHEVRONS)
EWH
2. BID ALTERNATE #2 - THEATER CONTROL CONSOLE
G
TRACK WITH TRACKHEADS
A. BASE BID: NONE
2
K
CEILING DUPLEX RECEPTACLE
J
d. THE ELECTRICAL DRAWINGS INDICATE THE ELECTRICAL REQUIREMENTS FOR A SIGNIFICANT PORTION OF
THE MECHANICAL AND PLUMBING SYSTEMS. ADDITIONAL MECHANICAL AND PLUMBING EQUIPMENT IS INDICATED
ON THE DIVISION 23 DRAWINGS. REFER TO MECHANICAL DRAWINGS AND SPECIFICATIONS FORADDITIONAL INFORMATION.
PROVIDE COMPLETE WIRING AND FUSIBLE DISCONNECTING MEANS FOR ALL MECHANICAL AND PLUMBING EQUIPMENT.
THE ENTIRE LENSE NOT LESS
THAN 80" AND NOT GREATER
THAN 96" AFF TO BOTTOM OF
DEVICE
WALL RECEPTACLE
MECH
AUTOMATIC
EQUIPMENT
MOTOR
ALUMINUM
AUTO
EQUIPMENT
STRIP LIGHT
AL
5. DATA GIVEN ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED. ABSOLUTE ACCURACY IS NOT GUARANTEED AND THE
CONTRACTOR SHALL OBTAIN AND VERIFY EXACT LOCATIONS, MEASUREMENTS, LEVELS, SPACE REQUIREMENTS, POTENTIAL
CONFLICTS WITH OTHER TRADES, ETC. AT THE SITE AND SHALL SATISFACTORILY ADAPT HIS WORK TO ACTUAL CONDITIONS
AT THE BUILDINGS. THE DRAWINGS ARE DIAGRAMMATICAL IN NATURE AND SHALL NOT BE SCALED. HOWEVER THIS DOES NOT
RELIEVE ANY SUB-CONTRACTOR FROM COORDINATING HIS WORK WITH ALL OTHER TRADES AND FROM ADJUSTING HIS WORK
AS REQUIRED BY THE ACTUAL CONDITIONS OF THE PROJECT. THE CONTRACTOR SHALL VISIT THE SITE BEFORE SUBMITTING
COSTS TO BECOME THOROUGHLY FAMILIAR WITH THE ACTUAL CONDITIONS OF THE PROJECT.
a.EXAMINE THE CONTRACT DOCUMENTS OF ALL TRADES (IE. THE ARCHITECTURAL REFLECTED CEILING PLAN,
MECHANICAL HVAC DRAWINGS, ELECTRICAL LIGHTING PLAN, FIRE PROTECTION PLAN, ETC.).
C:\Revit Projects\2013\Project Path\E_DPS_COMMON_E13_Pete.Johnson.rvt
A,AMP
LIGHTING
SMOKE CONTROL DAMPER
CO
CARBON MONOXIDE DETECTOR
FAAP
FIRE ALARM ANNUNCIATOR PANEL
FACP
FIRE ALARM CONTROL PANEL
NOTE 1: DISTANCE NOTED IS MAXIMUM RUN LENGTH FOR WIRE SIZE. INCREASE PER NEC,
INCLUDING GROUND, FOR LONGER RUNS OR FOR DERATING FACTORS (AMB TEMP, EXTERIOR, ETC.)
2
07/15/15 ADDENDUM 3
05/29/15 FOR CONSTRUCTION
04/06/15 SCHEMATIC DESIGN
NO. DATE
DESCRIPTION OF REVISION
MADE
APPR'D
DENVER PUBLIC SCHOOLS
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
DEPARTMENT OF
FACILITY MANAGEMENT
SCHOOL NO. 985
DENVER, CO
9100 E. 56TH AVE.
DESIGNED BY:
AW
DRAWN BY:
KM
CHECKED BY:
AW
DATE:
APPROVED CONTRACT DOCUMENT SCALE:
05/29/15
AS NOTED
ELECTRICAL LEGEND &
ABBREVIATIONS
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
DATE:
SITE NO. 983
STAPLETON NORTHFIELD CAMPUS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
DENVER PUBLIC SCHOOLS
7/14/2015 2:49:17 PM
AUTHORITY
DWG. NO.
3-E0.00
SHEET:
OF:
983_2478_985 _OR_ 3-E0.00
1. ALL EXPOSED RACEWAYS ARE TO BE INSTALLED PARALLEL OR PERPENDICULAR TO WALLS OR STRUCTURAL MEMBERS
SUCH THAT THEY FOLLOW STRUCTURAL SURFACE CONTOURS AND SHALL BE INSTALLED SUCH THAT THEY DO NOT
OBSTRUCT PASSAGEWAYS OR ACCESS TO EQUIPMENT. MULTIPLE RACEWAYS SHOULD BE INSTALLED GROUPED TOGETHER.
THE LOCATION OF PUBLICLY VISIBLE RACEWAYS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. (EXTRA
TIME SHOULD BE ALLOWED FOR THIS REVIEW AND APPROVAL.)
ABBREVIATIONS
COMMONS
ABBREVIATIONS
NOTES:
C1-MSB
BUS:
MAINS:
VOLTAGE:
2000AMP
2000 AMP MAIN BKR
480Y/277
Bkr/OCPD
20
30
40
50
50
60
70
80
90
100
100
100
110
125
150
150
175
200
225
250
250
250
300
350
400
400
450
500
500
600
700
750
800
800
1000
1000
1200
1200
1600
1600
1600
2000
2000
2500
2500
2500
3000
3500
3500
4000
4000
LOAD SUMMARY
56th AVE
BRANCH CKTS ON C1-MSB
C1-RIG
C1-RDS1
C1-L1
C1-HM1
C1-EDS1
E
E
E
S
T
S
T
E
TRANS
E
E
E
TRANS
LIMIT OF WORK
XCEL PAD MOUNTED
TRANSFORMER 17
FUTURE
CONNECTED TOTALS
FUTURE
TENNIS
COURTS
TENNIS
COURTS
CALCULATED TOTALS
FUTURE
FUTURE
T
LIMIT OF WORK
COMMONS
COMMONS
T
T
T
TOTAL KVA
301
24
241
10
68
47
TOTAL AMPS
692
710
832
-
362
28
290
13
81
57
854
T
C1-RDS1
BUS:
MAINS:
VOLTAGE:
MATCH LINE B
MATCH LINE B
1000AMP
1000 AMP MAIN BKR
208Y/120
LOAD SUMMARY
BRANCH CKTS ON C1-RDS1
C1-R2
C1-R1
C1-FS1
CONNECTED TOTALS
SLC
CENTRAL PARK BLVD
FFE 5238.00
CALCULATED TOTALS
TOTAL AMPS
241
218
670
-
358
25
103
184
606
H LINE
A
GYM
TOTAL KVA
129
9
37
66
MATC
FFE 5241.00
FUTURE
GYM
C1-EDS1
MULTI USE
FIELD
(RE: LSCAPE)
FUTURE
SLC
225AMP
M.L.O.
480Y/277
BUS:
MAINS:
VOLTAGE:
LOAD SUMMARY
BRANCH CKTS ON C1-EDS1
C1-SR1
C1-EL1
FUTURE
PARKING
CONNECTED TOTALS
CALCULATED TOTALS
MATCH LINE D
MATCH LINE D
TOTAL KVA
20
23
5
TOTAL AMPS
47
44
57
-
23
27
6
53
TAG
F1
F2
F3
F4
F5
F5
F6
F7
F8
F8A
F9
F9
F10
F11
F12
F13
F14
F15
F16
F17
F18
F19
F20
F20
F21
F22
F23
F23C
F24
F24C
F25
F25C
F26
F26C
F27
F28
F28C
F29
F29C
Sets
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
3
3
4
3
5
4
6
5
7
6
8
10
9
11
10
PIPE
3/4"
3/4"
3/4"
1"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
2"
2"
2-1/2"
2-1/2"
3"
3"
2"
2-1/2"
2-1/2"
3"
3"
3"
3"
3"
3"
3-1/2"
3"
3-1/2"
3"
4"
3-1/2"
4"
3-1/2"
3-1/2"
4"
4"
4"
FEEDER TABLE - CONDUCTORS
COPPER
FDR/PIPE [3W]
TAG
3#12,#12G
FA1
3#10,#10G
FA2
3#8,#10G
FA3
3#6,#10G
FA4
FA4A
3#4,#8G
FA5
3#4,#8G
FA5
3#3,#8G
FA6
3#2,#8G
FA7
3#1,#8G
FA8
FA8A
FA8B
3#1,#6G
3#1/0,#6G
FA9
3#1/0,#6G
FA9
FA9A
3#2/0,#6G
FA10
3#3/0,#6G
FA11
3#4/0,#4G
FA12
3#250,#4G
FA13
FA13A
FA13B
3#350,#4G
FA14
3#500,#3G
FA15
3#3/0,#3G
FA16
FA16A
3#4/0,#2G
FA17
3#250,#2G
FA18
FA18A
3#350,#1G
FA19
3#500,#1/0G
FA20
3#500,#1/0G
3#300,#1/0G
FA21
FA21A
3#400,#2/0G
FA22
FA22A
3#350,#3/0G
FA23
3#600,#3/0G
FA23C
3#400,#4/0G
FA24
FA24A
3#600,#4/0G
FA24C
3#400,#250G
FA25
3#600,#250G
FA25C
3#500,#350G
FA26
FA26A
3#600,#350G
FA26C
3#500,#400G
FA27
3#500,#500G
FA28
3#600,#500G
FA28C
3#500,#500G
FA29
3#600,#500G
FA29C
GENERAL NOTES:
Sets
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
3
3
3
3
4
3
5
5
4
6
5
7
7
6
8
10
9
11
10
COPPER
FDR/PIPE [4 W]
4#12,#12G
4#10,#10G
4#8,#10G
4#6,#10G
4#6,#8G
4#4,#8G
4#4,#8G
4#3,#8G
4#2,#8G
4#1,#8G
4#1,#6G
5#1,2#8G
4#1/0,#6G
4#1/0,#6G
5#1/0,2#6G
4#2/0,#6G
4#3/0,#6G
4#4/0,#4G
4#250,#4G
4#250,#2G
5#250,2#2G
4#350,#4G
4#500,#3G
4#3/0,#3G
4#3/0,#1/0G
4#4/0,#2G
4#250,#2G
4#250,#1/0G
4#350,#1G
4#500,#1/0G
4#300,#1/0G
4#300,#2/0G
4#400,#2/0G
4#400,#3/0G
4#350,#3/0G
4#600,#3/0G
4#400,#4/0G
4#400,#250G
4#600,#4/0G
4#400,#250G
4#600,#250G
4#500,#350G
4#500,#500G
4#600,#350G
4#500,#400G
4#500,#500G
4#600,#500G
4#500,#500G
4#600,#500G
PIPE
3/4"
3/4"
1"
1"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/2"
2"
2"
2-1/2"
2"
2"
2-1/2"
2"
2-1/2"
2-1/2"
3"
3"
3"
3"
3-1/2"
2-1/2"
2-1/2"
2-1/2"
3"
3"
3"
3-1/2"
3"
3"
3-1/2"
3-1/2"
3"
4"
3-1/2"
3-1/2"
4"
3-1/2"
4"
3-1/2"
4"
4"
4"
4"
4"
4"
4"
ALL CONDUCTORS ARE WITH THHN/THWN WIRE WITH 60DEG TERMINATIONS
UP TO #1AWG AND 75DEG FOR LARGER SIZES.
CONDUIT SIZES MAY BE ALTERED BY CONTRACTOR
WHEN IN ACCORDANCE WITH NEC
ERV
C2.01
6
AHU
C2.01
VFD
6
200A,3P
NEMA 3R
VFD
40A, 3P
NEMA 3R
ROOF
ROOF
C1-SR1
C1-EL1
KEY
AVAILABLE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
47,500A*
817-15 KVA
1572 - 30 KVA
2551 - 45 KVA
3858 - 75 KVA
6378 - 112.5 KVA
NOT USED
40084.05A
37640.98A
30615.14A
20917.15A
37307.86
31897.35A
12419.39A
10832.45A
7851.92A
ALL CONDUIT RUNS SHALL BE RAN PERPENDICULAR AND PARALLEL
TO COLUMNS AND BEAMS. ALL EXPOSED CONDUIT RUNS SHALL BE
COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION.
4.
FOR CALCULATION PURPOSES THE FOLLOWING TRANSFORMER
IMPEDANCES WERE USED:
15 KVA-5.1%Z,30 KVA-5.3%Z,
45 KVA-4.9%Z,75 KVA-5.4%Z,
112.5 KVA-4.9%Z,150 KVA-5.3%Z,
225 KVA-5.3%Z,300 KVA-5.7%Z,
500 KVA-5.8%Z
5.
PROVIDE FULL BUSSING FOR ALL SPACES INDICATED ON PANEL
BOARDS AND DISTRIBUTION BOARDS.
6.
CONNECT ALL TRANSFORMER GROUNDING ELECTRODE TO
GROUND BUS RISER.
7.
ALL 208V/120 PANELBOARDS SHALL BE TWO SECTION WITH 42
BREAKERS EACH SECTION, UNLESS OTHERWISE NOTED.
PANELBOARDS SHALL MAINTAIN 20% SPARE BREAKERS.
8.
ALL 480V/277 PANELBOARDS SHALL BE SINGLE SECTION WITH 42
BREAKERS, UNLESS OTHERWISE NOTED. PANELBOARDS SHALL
MAINTAIN 20% SPARE BREAKERS.
9.
REFER TO FEEDER TABLE FOR FEEDER SIZE CORRESPONDING TO
OVERCURRENT PROTECTION DEVICE (BREAKER OR FUSE) SHOWN
ON ONE-LINE. USE TRANSFORMER FEEDERS AND OVERCURRENT
PROTECTION DEVICE.
1
LOCATE LIGHTING CONTROL RELAY PANEL ADJACENT TO 480/277V
LIGHTING PANEL. PROVIDE A MINIMUM OF 48-RELAYS PER PANEL.
2
NEUTRAL AND GROUND BOND.
3
CONNECT TO MAIN SERVICE SWITCHBOARDS GROUND BUS WITH
4/0 AWG. COPPER IN A 1" CONDUIT. PVC PERMITTED BELOW GRADE.
4
PROVIDE BUILDING GROUNDING SYSTEM WITH CONNECTION TO
PERIMETER GROUND LOOP, BUILDING STEEL, COLD WATER PIPE,
AND ROOM GROUND BUS.
5
MOUNT TVSS UNIT ON TOP OF SWITCHBOARD ENCLOSURE. LOCATE
CIRCUIT BREAKER ON THE TOP TO ACHIEVE THE SHORTEST
FEEDER LENGTH POSSIBLE.
6
REFER TO MEP SCHEDULE SHEETS FOR EQUIPMENT SIZES
VFD IS PROVIDED BY MANUFACTURER. EC SHALL COORDINATE WITH
FOR WIRING REQUIREMENTS
10
PROVIDE DIMMING PANEL WITH (24) 20A/1P DIMMERS.
PROVIDE (1) DIMMING CONTROLLER AND (2) 4-BUTTON SCENE
STATION.
13
PROVIDE LSI TYPE CIRCUIT BREAKER
17
7244.36A
18 THIS CONTRACTOR SHALL PROVIDE TRANSFORMER PAD AND
PRIMARY CONDUITS PER XCEL REQUIREMENTS.
20
A. PROVIDE IN CONJUNCTION WITH EACH AND EVERY TRANSFER
SWITCH THE FOLLOWING:
1. 2# 12-1/2”C FROM AUXILIARY CONTACT (CLOSED WHEN SWITCH IN
EMERGENCY POSITION) ON TRANSFER SWITCH TO EACH ELEVATOR
MACHINE ROOM WHICH IS SERVED VIA THAT TRANSFER SWITCH.
TERMINATE AS AND WHERE REQUIRED BY THE ELEVATOR VENDOR.
2. 2# 12-1/2”C FROM AUXILIARY CONTACT (CLOSED BEFORE SWITCH
RETURNS TO NORMAL POWER) ON TRANSFER SWITCH SERVING
ELEVATORS TO EACH ELEVATOR MACHINE ROOM WHICH IS SERVED VIA
THAT TRANSFER SWITCH. TERMINATE AS AND WHERE REQUIRED BY
THE ELEVATOR VENDOR.
3. 2# 12-1/2”C FROM ENGINE START CONTACT ON TRANSFER SWITCH TO
RESPECTIVE EMERGENCY GENERATOR CONTROL PANEL AND REMOTE
ANNUNCIATOR PANELS WITH START AND STOP CONTROLS.
4. 2# 12-1/2”C FROM AUXILIARY CONTACTS ON FIRE PUMP CONTROLLER
FOR GENERATOR START.
5. WIRING AS NECESSARY FROM TRANSFER SWITCH TO REMOTE
ANNUNCIATOR PANELS AND ENGINE CONTROL PANEL FOR TRANSFER
SWITCH POSITION INDICATOR LIGHTS.
B. PROVIDE ALL NECESSARY WIRING AND CONDUIT TO EACH REMOTE ALARM
PANEL LOCATED AT THE BUILDING ENGINEER OFFICE.
FA5
FA8
3.
16 PROVIDE 15KVA, 480/277V, 3PH, 4W, 42,000AIC EMERGENCY LIGHTING
INVERTER SYSTEM WITH A MINIMUM 90 MINUTES BATTERY BACKUP
FOR EMERGENCY LIGHTING AND EXIT SIGNS. EQUIPMENT SHALL
BE PROVIDED WITH UL924 RATED DEVICE. REFER TO SPEC
SECTION 26.52.10. PROVIDE BATTERY ALARM MONITORING SYSTEM
AS REQUIRED BY DENVER AMENDMENT TO IFC. ALARM SYSTEM
SHALL BE TIED INTO FIRE ALARM SYSTEM. INVERTER SHALL BE
PROVIDED WITH SPILL CONTAINMENT UNIT AS REQUIRED BY
LOCAL AHJ.
11
3
FEEDER LENGTHS ARE INDICATED FOR CALCULATION PURPOSES
ONLY. CONTRACTOR SHALL NOT BASE ACTUAL FEEDER LENGTHS
ON QUANTITIES INDICATED ON THIS DRAWING.
15 PROVIDE FUSED CIRCUIT BREAKER PANELBOARDS (BUSMANN
#QUIK-SPEC OR PRE-APPROVED EQUAL BY LITTLE FUSE).
* Based on 5.75% Infinite Impedence
Transformer Impedence
15
2.
14 PROVIDE EMON DMON TYPE SUBMETERING DEVICE WITH INTEGRAL
CT FOR EMERGENCY MONITORING FUNCTION. EQUIPMENT SHALL
BE TIED-IN TO BMS SYSTEM OF THID PARTY ENERGY MANAGEMENT
SOFTWARE.
SERIES RATING IS NOT PERMITTED.
ELECTRICAL SITE PLAN
1" = 100'-0"
ALL FEEDERS SHALL BE COPPER 75 DEGREE RATED INSULATION.
KEY NOTES:
FAULT CALCULATION TABLE
ALL EQUIPMENT MUST BE FULLY
RATED FOR SHORT CIRCUIT /
FAULT VALUES SHOWN BELOW.
2
1.
21 PROVIDE PROVISION FOR FUTURE BUILDING ADDITION.
TRANSFORMER
30KVA
480-208/120V
3PH, 4W.
C1-FS1
INVERTER
16
T
#6CU
C1-R2
C1-R1
(3)
15
16
FA12
17
FA8
FA12
3
FA5
F4
10
F3
F13
1000/3
FA13B
#2CU
07/15/15 ADDENDUM 3
05/29/15 FOR CONSTRUCTION
04/06/15 SCHEMATIC DESIGN
NO. DATE
DESCRIPTION OF REVISION
SPACE
400/3
SPACE
400/3
SPACE
225/3
SPACE
225/3
225/3
225/3
21
400/3
SPARE
125/3
21
FA25
BLDG STEEL
CW PIPE
GROUND RODS
#3/0CU
8
#3/0CU
CONDUCTORS
BY XCEL
1
#3/0CU
TO XCEL
ENERGY
SUBSTATION
(1#4/0, 1-1/4"C) TO GROUND RISER BUS
2
N
18
4
AUTHORITY
MADE
APPR'D
DENVER PUBLIC SCHOOLS
2
SPARE
50/3
M 14
40/3
M 14
450/3
M 14
K-13 TRANSFORMER
75 KVA
480-208/120V
3PH, 4W.
250/3
TRANSFORMER
300 KVA
480-208/120V
3PH, 4W.
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
DESIGNED BY:
AW
DRAWN BY:
KM
CHECKED BY:
AW
DATE:
APPROVED CONTRACT DOCUMENT SCALE:
UFER GROUND
1ST FLOOR
05/29/15
AS NOTED
ELECTRICAL ONE-LINE
DIAGRAM
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
DATE:
DENVER, CO
9100 E. 56TH AVE.
DENVER PUBLIC SCHOOLS
DEPARTMENT OF
FACILITY MANAGEMENT
SITE NO. 983
STAPLETON NORTHFIELD CAMPUS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
COMMONS BUILDING MAIN DISTRIBUTION SWITCHBOARD "C1-MSB"
480/277V,3PH,4W
2000A BUS
65,000 AIC
SCHOOL NO. 985
DWG. NO.
3-E0.01
SHEET:
OF:
983_2478_985 _OR_ 3-E0.01
2
T
125/3
FA8
13
F17
T
FA13B
C1-L1
100/3
70/3
225/3
#3/0CU
M 14
225/3
FA8
5
13
400A/3P
250A LPN-RK
COMMONS
1ST FLOOR
D
#3/0CU
G
MAIN ROOM
GROUND BUS
GFI
#6CU
M
G
#3/0CU. TO TELE.
ROOM GROUND
RISER.
24"X3"X1/4" COPPER
BUS BAR ON STAND-OFF
INSULATORS
M 14
100/3
TO XFMR
2000/3
4
1
12
5
FA22A
FA9
TVSS
VERIFY CT AND
METERING
REQUIREMENT
WITH XCEL
ENERGY
C1-HM1
FA12
5
F5
FA12
K-13 TRANSFORMER
45 KVA
480-208/120V
3PH, 4W.
G
10
T
F5
TRANSFORMER
45 KVA
480-208/120V
3PH, 4W.
T
#6CU
#3/0CU. TO
GENERATOR
GROUNDING ELECTRODE.
C1-DIM
FA9A
FA9A
200/3
150A LPS-RK
2
(PERFORMANCE STAGE)
C1-LM1
4
TEMPORARY GENERATOR CONNECTION
XCEL PAD
MOUNTED
TRANSFORMER
225/3
SPARE
PWR DIST "C1-RDS1"
1000 AMPS
208/120V, 3PH, 4W
42,0000 AIC
C1-RIG
9
DOUBLE THROW
3-POLE MANUAL
DISCONNECT
225A/4P 20
480/277V
65,000A
NEMA 3R
3
7/14/2015 2:49:18 PM
21
100/3
21
FA12
C:\Revit Projects\2013\Project Path\E_DPS_COMMON_E13_Pete.Johnson.rvt
.
60/3
21
225/3
21
60/3
SPARE
225/3
SPARE
400/3
SPARE
225/3
SPARE
400/3
SPACE
21
F9
C1-EDS1
225 AMPS
480/277V, 3PH, 4W
65,0000 AIC
225/3
SPACE
SPACE
100/3
60/3
30/3
50/3
M 14
SPACE
14
GENERAL NOTES
TYPICAL CLASSROOM LCP WIRING
B
R
WR-6161
Relay #4
R
R
WR-6161
Relay #6
R
WR-6161
Relay #8
Class 1 - LINE VOLTAGE
Class 2 - LOW VOLTAGE
b.3
a.3
B
b.4
a.4
WR-6161
Relay #1
Relays 1 - 4 to 4 Zones
of Luminaires in
Classroom #1. Relays
5-8 to 4 Zones of
Luminaires in
Classroom #2.
a.2
B
WR-6161
Relay #5
b.1
b.2
R
WR-6161
Relay #3
WR-6161
Relay #7
WRD-3408
a.1
Data 24VAC
B
B
WR-6161
Relay #2
B
R
B
R
A
B
A
B
A
24 V
WR-6161
Relay #2
Dialog Relay Controller
B
R
Typical Relay Panel
120/277 V
WR-6161
Relay #1
CLASSROOM #2
120/277:24VAC
Transformer
24 V
120/277 V
Relays 1 - 4 to 4 Zones
of Luminaires in
Classroom #1. Relays
5-8 to 4 Zones of
Luminaires in
Classroom #2.
Typical Relay Panel
120/277:24VAC
Transformer
Class 1 - LINE VOLTAGE
CLASSROOM #1
Dialog Relay Controller
B
R
R
WR-6161
Relay #4
R
a.2
B
b.3
a.3
B
WR-6161
Relay #5
R
WR-6161
Relay #6
R
WR-6161
Relay #7
R
WR-6161
Relay #8
R
To Next Panel
Switches
b.1
b.2
R
WR-6161
Relay #3
b.4
a.4
Data 24VAC
B
B
B
B
Panels
From Previous Panel
DATA SIGNAL
B
Sensors
To Next Panel
A
B
Switches
A
B
Panels
From Previous Panel
DATA SIGNAL
(1) Belden 8471
(1) #14 AWG Stranded
U
D
(1) Belden 9729
2. REFER TO ONE-LINE DIAGRAMS, PANEL SCHEDULES, AND FLOOR
PLANS FOR QUANTITY RELAYS AND DIMMING MODULES ON EACH
PANELS.
N
(1) Belden 1583A
3. PROVIDE AND INSTALL SOFTWARE FOR CONTROL SYSTEM INTO
BMS COMPUTER STATION.
(by others) (Unison)
(1) Belden 8471
(1) #14 AWG Stranded
(2) #16 AWG Stranded
UV
4. MASTER (PRIMARY) CONTROL PANEL SHALL BE PROVIDED WITH
NETWORK CARD (ETHERNET). PROVIDE PATCH CORD BETWEEN PANEL
TO NEAREST DATA OUTLET IN THE ELECTRICAL ROOM.
5. EACH EMERGENCY LIGHTING LOAD CONTROLLED BY THIS LIGHTING
CONTROL SYSTEM SHALL BE ROUTED THROUGH A UL924 RATED DEVICE
- UPON LOSS OF NORMAL POWER THESE LOADS SHALL RETURN TO "ON"
VIA THE UL924 DEVICE ONCE EMERGENCY POWER IS PRESENT. PANEL
BASE OR INDIVIDUAL DEVICE WOULD BE ACCEPTABLE. IF INDIVIDUAL
DEVICE IS PROVIDED, PROVIDE ENCLOSURE AND GROUP MOUNT
DEVICES IN THE ELECTRICAL ROOMS OR MECHANICAL CHASES. CLEAR
IDENTIFICATION SHALL BE PROVIDED FOR EACH DEVICE.
(by others) (Unison)
Notes:
1.Total combined length of Belden 8471 wiring runs cannot exceed 1640 feet.
2. Total single run length of Belden 9729 wiring runs cannot exceed 1640 feet.
MANUFACTURER SERVICES: AS PART OF THIS SCOPE CONTRACTOR SHALL CARRY THE SERVICES OF A FACTORY
AUTHORIZED SERVICE TECHNICIAN TO ENERGIZE AND PROVIDE INITIAL SYSTEM CHECKOUT AND PROGRAMMING. AS
PART OF THIS SERVICE THE TECHNICIAN SHALL BE AVAILABLE TO MEET THE LIGHTING DESIGNER ON SITE TO SET THE 4
BASIC HOUSE LIGHT SCENES AND DEMONSTRATE PROGRAMMING ATTRIBUTES OF THE LCD CONTROL STATION TO
INCLUDE ELECTRONIC LOCKOUTS AND NETWORK LIGHTING CONTROL SYSTEM SWEEP OVER-RIDE.
THE CONTRACTOR SHALL SECURE THE SERVICES OF A FACTORY AUTHORIZED SERVICE TECHNICIAN TO PERFORM UP TO
16 HOURS OF OWNER TRAINING OVER THE O & M OF THIS SYSTEM IN UP TO 4 VISITS OVER THE COURSE OF THE FIRST
YEAR OF OWNER POSESSION.
B
A
Sensors
WRD-3408
a.1
B
1. REFER TO SHEET E0.04 FOR MORE INFORMATION ON ZONING,
SWITCHING, SCHEDULES, AND INTENDED CONTROL SCHEME.
CONTROL WIRING LEGEND
DIMMING SYSTEM NOTES:
BASIS OF DESIGN - ETC UNISON PARADIGM CONTROL SYSTEM - BASIS OF DESIGN IS THE MINIMAL ACCEPTABLE
TECHNICAL AND PERFORMANCE CRITERIA FOR THE PROJECT
CONTRACTOR TO PROVIDE A COMPLETE AND OPERATIONAL SYSTEM ALTHOUGH EVERY COMPONENT MAY NOT
BE MENTIONED IN THIS DIAGRAM.
MINIMUM ACCEPTABLE RATING FOR DIMMER PANEL MODULES IS 100% DUTY CYCLE AT OVER-CURRENT RATED AMPACITY
- SYSTEMS REQUIRING DE-RATING ARE NOT ACCEPTABLE.
CONTRACTOR SHALL UTILIZE #10 AWG LOAD WIRE FOR ALL STAGE DIMMER CIRCUIITS.
THIS SYSTEM SHALL BE CONNECTED TO THE BUILDING DOUGLAS NETWORK LIGHTING CONTROL SYSTEM FOR MASTER
OFF SWEEPS VIA DRY CONTACT CLOSURE.
BASIS OF OPERATION IS LOCAL ON VIA LOCAL CONTROL DEVICES AND LOCAL OFF VIA LOCAL CONTROL DEVICES OR OFF
SWEEP VIA BUILDING LIGHTING CONTROL SYSTEM.
SYSTEM SHALL BE PROGRAMMED TO ALLOW OPERATOR TO OVER-RIDE BUILDING SWEEP ON SHOW DAYS. RETURN
BUILDING SWEEP CONTROL AT 2AM EACH MORNING.
SYSTEM SHALL BE PROGRAMMED TO ALLOW INDIVIDUAL LOCKOUT OF THE ENTRY STATION AND THE STAGE CONTROL
STATION FROM THE LCD STATION DURING SHOWS.
SYSTEM SHALL BE PROGRAMMED TO RETURN CONTROL TO LOCKED OUT STATIONS EACH MORNING AT 2AM.
Class 2 - LOW VOLTAGE
ART CLASSROOM REMOTE LCP WIRING
DAYLIGHT SENSOR
DAYLIGHT SENSOR
DAYLIGHT SENSOR
8
8
8
6. CONTRACTOR TO FEED CONTROL TRANSFORMER IN EACH RELAY
PANEL FROM NORMAL POWER.
7. WHERE CONTACT OUTPUTS ARE SHOWN TO DIMMING SYSTEMS PROVIDE LOW VOLTAGE DRY CONTACT OUTPUTS. LINE VOLTAGE
CONTACTS ARE NOT ACCEPTABLE. IF THIS REQUIRES A LARGER RELAY
PANEL CHASSIS, MANUFACTURER TO PROVIDE LARGER CHASSIS.
STAGE DISTRIBUTION STRIPS SHALL BE SUPPLIED WITH SINGLE PIPE HANGER BRACKETS, 50' OF 1.5" ID (2" OD) SCHEDULE
40 BLACK STEEL PIPE PAINTED FLAT BLACK. ALL PIPE JUCTIONS SHALL UTILIZE A 4' DRIVE FIT INTERIOR SLEVE WITH (2)
BOLTS OFFSET 90 DEGREES THROUGH EACH HALF OF JUNCTION (4 TOTAL). THE FINAL LOCATIONS OF THE DISTRIBUTION
STRIPS AND THE INSTALLATION HEIGHT SHALL BE COORDINATED DURING SUBMITTAL WITH THE STAGE CURTAIN
PACKAGE. CONTRACTOR SHALL INCLUDE ALL NECESSARY RIGGING HARDWARE TO LOCATE THE DISTRIBUTION STRIPS IN
FINAL LOCATION. SEE SSRC WEBSITE FOR SINGLE PIPE HANGER BRACKET ACCESSORY WWW.SSRCONLINE.COM
8. PHOTOCELLS OR DAY LIGHT SENSORS SHALL PROVIDE AT MINIMUM
16 TRIP POINTS WHICH ARE SET THROUGH DESKTOP COMPUTER
CONTROL SYSTEM. PHOTO CELLS REQUIRING TRIP POINTS TO BE SET
MANUALLY AT AN INTERFACE CARD ARE NOT ACCEPTABLE.
SYSTEM SHALL BE INTERFACED TO THE DOUGLAS LIGHTING CONTROL BUILDING LIGHTING CONTROL SYSTEM VIA (4) DRY
CONTACT INTERFACES. PROGRAM ETC SYSTEM TO TRIGGER A PRESET WHEN EACH CONTACT INPUT IS TRIGGERED. ETC
SYSTEM SHALL EXECUTE PRESET ON CONTACT CLOSURE, ETC SYSTEM SHALL NOT ACTION ON CONTACT OPENING.
COORDINATE PROGRAMMING WITH DOUGLAS LIGHTING CONTROL TECHNICIAN.
INPUT #1 SHALL TRIGGER WALK THROUGH PRESET #1 WITH ONLY TYPE B AND BB FIXTURES
INPUT #2 SHALL TRIGGER SCENE #2 - COORDINATE SCENE WITH LIGHTING DESIGNER
INPUT #3 SHALL TRIGGER SCENE #3 - COORDINATE SCENE WITH LIGHTING DESIGNER
INPUT #4 SHALL TRIGGER OFF SWEEP WITH BLINK WARN FUNCTION
LOW VOLTAGE DATALINE
LOCAL OVERRIDE STATION
"LVX-X"
REFER TO
SHEET 2-E0.11
LOW VOLTAGE DATALINE
LOCAL OVERRIDE STATION
"LVX-X"
REFER TO
SHEET 2-E0.11
DIGITAL
2-ZONE DIMMERS
(TYP OF 2)
LOW VOLTAGE DATALINE
LOCAL OVERRIDE STATION
"LVX-X"
REFER TO
SHEET 2-E0.11
9. EACH RELAY IN EACH PANEL SHALL HAVE A 14,000 AMP SHORT
CIRCUIT CURRENT RATING TO COMPLY WITH LATEST EDITION OF NEC.
10. EACH RELAY SHALL HAVE A FULLY MANUAL OVER-RIDE CONTROL
ON THE RELAY - FURNISH A MINIMUM 48 POLES PER PANEL. WHERE
MORE RELAYS ARE REQUIRED - PROVIDE ADDITIONAL PANELS.
11. 48 POLE RELAY PANELS SHALL BE SURFACE OR FLUSH MOUNT AS
REQUIRED WITH HINGED LOCKING DOOR.
ETC SYSTEM WILL CONTROL TYPE L10 FIXTURES IN VESTIBULE VIA DMX - COORDINATE SUCH THAT VESTIBULE L10
FIXTURES CAN REMAIN ON DURING STAGE SHOWS.
12. MANUFACTURER TO PROVIDE ALL NECESSARY HARDWARE AND
SERVICES TO PROVIDE A COMPLETE AND FUNCTIONAL SYSTEM PER
THIS ONE LINE AND SPECIFICATION. MANUFACTURER SHALL ASSUME
MULTIPLE SITE VISITS TO COMPLETE COMMISSIONING, AND TRAINING
PORTIONS OF THIS PROJECT.
ADDRESS DMX CONTROLLED RELAYS AT DMX ADDRESS 480 - HOUSELIGHT RELAYS AND L10 DMX ADDRESSES TO BE AT
END OF DMX STREAM - TO ALLOW DMX ADDRESSES 49 THROUGH 400 FOR FOR FUTURE STAGE LIGHTING FIXTURES.
DOUGLAS RELAY PANEL TO BE SUPPLIED WITH DMX CONTROL CARD FOR HOUSELIGHT LOADS (MAX 24 RELAYS) IN ROOM
1-100 AND TYPE L10 IN ROOM 1-100A. ETC SYSTEM SHALL CONTROL THESE RELAYS.
13. BASIS OF LIGHTING CONTROL SYSTEM LAYOUT IS DOUGLAS
LIGHTING CONTROL.
ETC SYSTEM SHALL CONTROL TYPE B AND BB BY DAYLIGHT SENSOR - LIGHTING DESIGNER SHALL SPECIFY LIGHT LEVEL
REQUIREMENTS FOR DAYLIGHT CONTROL.
14. REFER TO POWER PLANS FOR 120V POWER CIRCUITS THAT WOULD
NEED TO BE CONTROLLED VIA THIS SYSTEM. CONNECT CIRCUIT TO
NEAREST RELAY PANEL.
15. PROVIDE CONTACT CLOSURE INTERFACE TO TIE IN LIGHTING
CONTROL RELAY SYSTEM TO DIMMING SYSTEM. BOTH SYSTEM SHALL
UTILIZE A SINGLE TIME-CLOCK SETTING. CONTACT CLOSURE INTERFACE
SHALL RECALL "SCENE 1" OF DIMMING SPACES. REFER TO NARRATIVE
AND DRAWINGS FOR MORE INFORMATION ON DIMMING AREAS.
EXTERIOR
PHOTOSENSOR
North Facing: 2 feet above
snow line: Clear view of
North Sky Vault
N
16. PROVIDE A MINIMUM OF (4) TIME-CLOCK SETTINGS FOR INTERIOR
LIGHTING AND (2) SETTINGS FOR EXTERIOR LIGHTING.
17. PROVIDE COMPLETE SHOP DRAWINGS INCLUDING ONE-LINE
DIAGRAM, RELAY SCHEDULES, DIMMING PANEL SCHEDULES,
SWITCHING SCHEDULES, SCENE SELECTOR BUTTON SCHEDULES,
TIME-CLOCK SCHEDULES, PHOTOCELL SCHEDULES, AND FLOOR PLANS
INDICATING RELAY PANELS, SWITCHES, AND SENSORS LOCATION.
ROOF
KEY NOTES
1 NOT USED
2 PROVIDE NEW 72-RELAY LIGHTING CONTROL PANEL. PROVIDE
CONTROLLERS FOR 48-RELAY BY DOUGLAS SYSTEM FOR GENERAL
BUILDING LIGHTING AND CONTROLLER FOR 24-RELAY FOR DMX
CONTROL. PROVIDE BARRIER AS REQUIRED.
3 RS-485 DATA BUS WIRING TO BE BELDEN 9729 OR APPROVED EQUAL
AS PER MANUFACTURER FOR NETWORK TIE INTO CAMPUS SYSTEM.
UNISON PARADIGM INDOOR DAYLIGHT SENSOR
4 REFER TO LIGHTING CONTROL SWITCH SCHEDULES FOR QUANTITY OF
BUTTONS REQUIRED AND ZONE ASSIGNMENT. REFER TO DRAWINGS
FOR EXACT QUANTITY. PROVIDE A MINIMUM OF 4-BUTTON STATION
WITH MASTER ON/OFF.
3
14
TO OTHER DEVICES
AS REQUIRED
14
5 REFER TO PLAN DRAWINGS FOR OCCUPANCY SENSOR TYPES,
LOCATIONS, AND QUANTITIES FOR MORE INFORMATION.
12
UL924
UV
LOW VOLTAGE DATALINE
OVERRIDE STATION
"LV1-X"
6
6 PROVIDE UL924 RATED INTERFACE SO THAT EMERGENCY FIXTURES
CAN BE CONTROLLED WITH NORMAL FIXTURES WITHIN THE SAME
ZONE.
DAYLIGHT SENSOR
LCD TOUCHSCREEN CONTROLLER
12 MODULES
LCD
MONITOR
8
4
Line Voltage
3
12 MODULES
7
10 PRESET
BUTTON
CONTROLLER
UL924
7
3
15
U
BACnet/ MS/ TP
72 RELAYS
DMX PLUG-IN STATION
DMX 1 INPUT
9
DMX 1 INPUT
D
D
RACK #1
RACK #2
DIMMING PANEL - "C1-DIM"
25' DMX CABLE
CONTROL CONSOLE
POWER FEED
(RE: ONE-LINE DIAGRAM)
2
DOUGLAS GLOBAL
SERVER
2
ETHERNET SWITCH
DMX PLUG-IN STATION
9
6
Low Voltage
MASTER PANEL
LCP# C1-L1
3
Line Voltage
10 6
Panel
LCP-#
Low
Voltage
REMOTE LCP
WITH 8 RELAYS
CONTROLS TWO
8 PROVIDE INTERIOR DAYLIGHT SENSOR WITH MULTI-LEVEL LIGHT
READING.
TO OTHER DEVICES
AS REQUIRED
UV
LCD
MONITOR
EQUIPMENT SHALL BE PROVIDED AS PART OF
ELECTRICAL BID ALTERNATE #2
7 PROVIDE REMOTE UL924 RATED DEVICE FOR MULTI-ROOM CIRCUITS
(LVS#EPC SERIES OR APPROVED EQUAL).
LOW VOLTAGE DATALINE
OVERRIDE STATION
"LV1-X"
3
4
9 PROVIDE (1) 20A, 120V CIRCUIT TO RELAY PANELS FOR PANEL POWER.
DAYLIGHT SENSOR
8
TO ELECTRIC
CONNECTOR STRIPS
AS SHOWN ON PLANS
.
.
.
.
TO L10 SERIES
FIXTURES
10 PROVIDE BID ALTERNATE #10: PROVIDE ADDITIONAL (1) 0-10V
DIMMING BALLAST CONTROLLER CARD WITH (4) OUTPUTS FOR
EACH CLASSROOM. LOCATE ADDITIONAL CARD WITHIN BASE BID
REMOTE LIGHTING CONTROL ENCLOSURE. PROVIDE LARGER SIZE
ENCLOSURE AS REQUIRED.
11 REFER TO PLAN DRAWINGS FOR EXACT LOCATION AND QUANTITY
OF REMOTE LIGHTING CONTROL PANELS SERVING CLASSROOMS.
PANEL SHALL BE LOCATED ABOVE CEILING WITHIN CLASSROOMS
AND PLENUM RATED ENCLOSURE.
TO NEXT
REMOTE LCP
12 PROVIDE ELECTRICAL GUTTER AS REQUIRED FOR ROUTING
CONTROL CIRCUITS. GUTTER SHALL HAVE A MINIMUM EQUAL
DEPTH AS DIMMING PANELS.
13
11
DMX
OPTO-SPLITTER
(8 CHANNELS)
13 PROVIDE DMX CONTROLLER FOR LED COLOR CHANGING
FIXTURES AND ALTERNATE LED THEATRICAL FIXTURES. LOCATE
ABOVE DIMMING PANELS.
5
14 DIMMING CIRCUIT TO CONNECTOR STRIPS AS SHOWN ON PLANS.
15 PROVIDE DRY CONTACTS FOR A MINIMUM OF (4) SCENE RECALL
FOR RELAY SYSTEM.
TO NEXT BUILDING
07/15/15 ADDENDUM 3
05/29/15 FOR CONSTRUCTION
04/06/15 SCHEMATIC DESIGN
NO. DATE
DESCRIPTION OF REVISION
MADE
APPR'D
DENVER PUBLIC SCHOOLS
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
DEPARTMENT OF
FACILITY MANAGEMENT
SCHOOL NO. 985
DENVER, CO
9100 E. 56TH AVE.
DESIGNED BY:
AW
DRAWN BY:
KM
CHECKED BY:
AW
DATE:
APPROVED CONTRACT DOCUMENT SCALE:
05/29/15
AS NOTED
LIGHTING CONTROL
ONE-LINE DIAGRAM
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
DATE:
SITE NO. 983
STAPLETON NORTHFIELD CAMPUS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
DENVER PUBLIC SCHOOLS
7/14/2015 2:49:19 PM
AUTHORITY
DWG. NO.
3-E0.02
SHEET:
OF:
983_2478_985 _OR_ 3-E0.02
2
COMMONS
C:\Revit Projects\2013\Project Path\E_DPS_COMMON_E13_Pete.Johnson.rvt
1ST FLOOR
GENERAL NOTES
DENVER PUBLIC SCHOOL - STAPLETON NORTHFIELD CAMPUS
1. CONNECT ALL ELEVATOR LOBBY, ELEVATOR MACHINE ROOM, TOP OF
SHAFT AND ELEVATOR PIT SMOKE DETECTORS TO ELEVATOR
CONTROLLER FOR ELEVATOR RECALL. PROVIDE SHUNT TRIP DEVICE TO
DISCONNECT ALL ELEVATOR CONTROLLERS. VERIFY SHUNT TRIP
LOCATION REQUIREMENTS WITH AHJ. PROVIDE A HEAT DETECTOR AT
THE TOP OF ELEVATOR SHAFT AND WITHIN TWO FEET OF EACH
SPRINKLER HEAD IN ALL ELEVATOR MACHINE ROOMS. ACTIVATION OF
HEAT DETECTOR TO INITIATE SHUNT-TRIP.
FIRE ALARM FUNCTIONAL MATRIX
FIRE ALARM SYSTEM NOTES:
1. FIRE ALARM CONTRACTOR SHALL PROVIDE COMPLETE
SYSTEM WIRING AND INSTALLATION DIAGRAMS.
INITIATING DEVICE
REPORT TO
ACTIVATE
AUXILLARY FUNCTIONS
CLOSE STAIRWELL DOORS
SMOKE DETECTORS
X
X
X
X
X
X
X
DROP OVERHEAD DOORS
X
RELEASE MAG HOLD DOORS
X
X
ACTIVATE ELEV SHUNT TRIP
OVERRIDE SECURED DOORS
SHUT DOWN AHU/FCU - over 2kcfm TEST
ACTIVATE IN-CAR NOTIFICATION
X
X
RECALL ELEV
NOTIFICATION APPLIANCES
X
X
NOTICIFACTION CIRCUITS
DIAL OUT TO MONITORING CO.
ACTIVATE STAIR AND ELEVATOR
X
X
ANNUN SUPERV AT FAAP
X
X
ANNUN TRBLE AT FAAP
X
X
ANNUN ALARM AT FAAP
X
MANUAL PULL STATION (IN FIRE CONTROL RM)
ANNUNCIATE ALARM AT FACP
ELEVATOR LOBBY SMOKE DETECTORS IN FRONT OF EACH ELEVATOR. (COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO INSTALLATION.)
SMOKE DETECTION TO MEET CITY OF DENVER REQUIREMENTS.
HEAT AND SMOKE DETECTION IN EACH ELEVATOR MACHINE ROOM. ASSUME (6) HEAT DETECTORS PER MACHINE ROOM.
MANUAL PULL STATIONS THROUGHOUT AS REQUIRED BY THE CITY OF DENVER.
AREAS SHALL HAVE AUDIBLE AND VISUAL ANNUNCIATION.
SMOKE AND HEAT DETECTION AT THE TOP AND BOTTOM OF ALL ELEVATOR SHAFTS.
SMOKE DETECTORS AND DUCT DETECTORS AT EACH FIRE/SMOKE DAMPER. REFER TO MECHANICAL/PLUMBING AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
CONNECTION OF ALL FIRE SPRINKLER SYSTEM TAMPER AND FLOW SWITCHES.
FULL SMOKE DETECTOR COVERAGE IN ALL CLASSROOMS.
VERIFY INSTALLATION OF CEILING MOUNTED STROBES WITHIN EACH SPACE.
PROVIDE INTERCONNECTION TO PUBLIC ADDRESS SYSTEM FOR VOICE OVERRIDE.
2. PROVIDE #18 AWG MINIMUM WIRING FOR ALL SIGNAL AND INITIATION
DEVICES.
WATER FLOW
PROVIDE A COMPLETE CLASS B FIRE ALARM SYSTEM COMPLIANT WITH NFPA, CITY OF DENVER AND DENVER FIRE DEPARTMENT REQUIREMENTS INCLUDING BUT NOT LIMITED TO:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
ANNUN SUPERVISORY AT FACP
3. COORDINATE WITH FIRE PROTECTION CONTRACTOR FOR
ALL INTERFACE REQUIREMENTS WITH PRE-ACTION
SYSTEMS AND FLOW AND TAMPER SWITCHES (LOCATIONS / QUANTITIES)
ANNUNCIATE TROUBLE AT FACP
2. PROVIDE COMPLETE BATTERY AND POWER SUPPLY
CALCULATIONS.
3. ALL EXPOSED CONDUIT SHALL BE ROUTED PERPENDICULAR AND
PARALLEL TO COLUMNS AND BEAMS. ALL EXPOSED CONDUIT ROUTING
SHALL BE COORDINATED WITH THE ARCHITECT PRIOR TO INSTALLATION.
NO ADDITIONAL COST TO THE OWNER WILL BE ALLOWED FOR
RELOCATING CONDUIT DUE TO LACK OF COORDINATION WITH THE
ARCHITECT.
4. ALL BACK BOXES SHALL BE FLUSH MOUNTED UNLESS OTHERWISE
NOTED. CONTRACTOR SHALL COORDINATE INSTALLATION OF CONDUIT
AND BACK BOXES IN POURED CONCRETE, PRE-CAST CONCRETE,
MASONRY AND GYP. WALLS.
COMMONS - FIRST FLOOR
5. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT QUANTITY AND
LOCATIONS OF ALL FIRE SPRINKLER SYSTEM TAMPER AND FLOW
SWITCHES WITH CONSTRUCTION MANAGER AND FIRE PROTECTION
PRIOR TO BID. CONNECT ALL TAMPER AND FLOW SWITCHES TO FIRE
ALARM SYSTEM.
COMMON INPUTS
REMOTE LED, TYPICAL
ELEVATOR RM AREA SMOKE DETECTOR
X
X
X
X
X
X
ELEVATOR RM HEAT DETECTOR
X
X
X
X
X
X
ELEV LOBBY SMOKE DETECTOR
X
X
X
X
X
X
ELEV - SHUNT TRIP POWER DICONNECTED
X
X
X
X
X
X
ZONE TAMPER SWITCH
X
X
X
X
DRY & PREACTION SYS LOW AIR
X
X
X
X
DRY & PREACTION SYS HIGH AIR
X
X
X
X
X
X
X
X
X
AHU DUCT DETECTOR
INTERLOCK DUCT DETECTOR WITH AIR
HANDLER UNIT STARTER FOR AUTOMATIC
SHUTDOWN TYPICAL.
X
X
X
6. CONTRACTOR SHALL COORDINATE EXACT LOCATION AND QUANTITY
OF ALL DUCT TYPE SMOKE DETECTORS WITH MECHANICAL
CONTRACTOR. ELECTRICAL CONTRACTOR SHALL HARD WIRE TO RELAY
STARTER.
X
7. PROVIDE (1) DUCT TYPE SMOKE DETECTORS FOR EACH FAN COIL UNIT,
AIR HANDLING UNIT, SUPPLY FAN, AND HEAT PUMP OF 2,000 CFM AND
GREATER. PROVIDE (2) DUCT TYPE SMOKE DETECTORS FOR EACH FAN
COIL UNIT, AIR HANDLING UNIT, HEAT PUMP AND SUPPLY FAN OF 15,000
CFM AND GREATER.
X
MISCELLANEOUS INPUTS
ROOF
ROOF
MAIN WATER FLOW
X
X
X
MAIN SUPPLY TAMPER SWITCH
X
X
X
FACP CIRCUIT TROUBLE
X
X
X
FACP POWER LOSS
X
X
X
FACP LOW BATTERY
X
X
X
NAC CIRCUIT TROUBLE
X
X
X
NAC POWER LOSS
X
X
X
NAC LOW BATTERY
X
X
FIRE DOOR SMOKE DETECTOR
X
X
X
8. PROVIDE CONNECTION OF FA SYSTEMS TO ALL MAGNETIC DOOR
HOLD-OPEN DEVICES TO AUTOMATICALLY CLOSE DOORS (INCLUDING
OVERHEAD STORAGE DOORS) DURING ALARM CONDITIONS.
X
X
X
X
9. DEVICES INDICATED ON FIRE ALARM ONE-LINE ARE FOR REFERENCE
ONLY. REFER TO PLAN DRAWINGS AND SPECIFICATIONS FOR
QUANTITIES. REFER TO ARCHITECTURAL DOOR SCHEDULE FOR
MAGNETIC DOOR HOLDER REQUIREMENTS.
X
NOTE: WHERE THERE ARE AREA SMOKE DETECTORS FOR THE CLOSING OF FIRE RATED DOORS, REMOVAL OF SMOKE DETECTOR FROM BASE
10. PROVIDE DUCT DETECTOR AND FIRE ALARM RELAY MODULE FOR
EVERY FIRE-SMOKE DAMPER. LOCATE DUCT DETECTOR WITHIN FIVE
FEET OF FIRE-SMOKE DETECTOR.
WILL ACTIVATE THE DOOR RELEASE.
FOR AUXILLARY FUNCTIONS REQUIRING THE RELAEASE, DROPPING, OR OVERRIDING OF SECURITY DOORS, IT IS INTENDEND TO BE FOR DOORS
11. ALL VISUAL DEVICES SHALL BE SYNCHRONIZED.
ON THE EMERGENCY EGRESS PATH ONLY.
2
KEY NOTES
1 PROVIDE A DEDICATED CIRCUIT TO EACH TRANSPONDER,
NETWORK OR NAC PANEL AS REQUIRED.
2 PROVIDE UDACT FOR CAMPUS COMMUNICATION SYSTEM WITH
NETWORK CONNECTION, AS WELL AS ANALOG LINE AND FIBER
OPTIC FOR BACK-UP.
3 PROVIDE SUSTAINABLE 2-HR FIRE RATED CABLE BETWEEN EACH
TRANSPONDER, NETWORK PANEL, FAAP OR FACP PER NFPA 72.
SPEAKER STROBE TYPICAL
REMOTE LED, TYPICAL
VERIFY QUANTITY AND LOCATION WITH
FIRE SPRINKLER CONTRACTOR (TYP.)
INTERLOCK DUCT DETECTOR WITH AIR
HANDLER UNIT STARTER FOR AUTOMATIC
SHUTDOWN TYPICAL.
DH
DH
DH
4 EMERGENCY VOICE/ALARM COMMUNICATION SYSTEMS SHALL BE
PROVIDED AND DESIGNED ACCORDING TO DENVER AMENDMENTS
TO IFC, SECTION 907.6.2.2.
DH
MAGNETIC DOOR HOLD
(TYPICAL)
ELEVATOR LOBBY SMOKE DETECTORS
CONNECT TO ELEVATOR RECALL
STROBE TYPICAL
MANUAL PULL STATIONS
FIRE SMOKE DAMPER
WITH SMOKE
DETECTOR, TYPICAL
IM
IM
2
5
CITY OF DENVER APPROVED GRAPHIC MAP.
6
PROVIDE NETWORK TIE IN TO OTHER FACP PANELS ON ON CAMPUS.
7 FIRE ALARM CONTROL PANEL SHALL BE PROVIDED WITH PROVISION
FOR FUTURE EXPANSION OF CLASSROOMS, OFFICE AREAS, AND
COOKING KITCHEN.
CONNECT TO DAMPERS ASSOCIATED WITH THE SMOKE CONTROL SYSTEM, BUILDING
MANAGEMENT SYSTEM, STAIR DOORS, ETC. THIS CONTRACTOR TO PROVIDE
QUANTITIES NECESSARY FOR A COMPLETE WORKING SYSTEM
NETWORK
FIRE ALARM MASTER
CONTROL PANEL
VOICE
COMMUNICATION
CENTER
TIE INTO PUBLIC ADDRESS SYSTEM, SOUND SYSTEMS,
& SECURITY SYSTEM. PROVIDE INPUT MODULES
EMER CKT
1
GRAPHIC
MAP
5
80 CHARACTER LCD READOUT
FAAP
7
2
DIRECT TELEPHONE COMMUNICATION TO A
LISTED CENTRAL MONITORING STATION.
MANUAL PULL STATION
6
FIRST FLOOR
07/15/15 ADDENDUM 3
05/29/15 FOR CONSTRUCTION
04/06/15 SCHEMATIC DESIGN
NO. DATE
DESCRIPTION OF REVISION
MADE
APPR'D
DENVER PUBLIC SCHOOLS
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
DEPARTMENT OF
FACILITY MANAGEMENT
SCHOOL NO. 985
DENVER, CO
9100 E. 56TH AVE.
DESIGNED BY:
AW
DRAWN BY:
KM
CHECKED BY:
AW
DATE:
APPROVED CONTRACT DOCUMENT SCALE:
05/29/15
AS NOTED
FIRE ALARM ONE-LINE
DIAGRAM
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
DATE:
SITE NO. 983
STAPLETON NORTHFIELD CAMPUS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
DENVER PUBLIC SCHOOLS
7/14/2015 2:49:19 PM
AUTHORITY
DWG. NO.
3-E0.03
SHEET:
OF:
983_2478_985 _OR_ 3-E0.03
2
COMMONS
C:\Revit Projects\2013\Project Path\E_DPS_COMMON_E13_Pete.Johnson.rvt
FIRST FLOOR
NOTES:
PANEL:
BUS:
PROVIDE FUSED CIRCUIT BREAKERS PANELBOARD
SECTION:
LOCATION:
OPTIONS:
DATE:
FED FROM :
MOUNTING :
C1-EL1
STAPLETON NORTHFIELD - COMMONS
1 OF 1
MAIN ELEC RM 1-124A
208Y/120
3PHASE,4WIRE+GND
10K AIC
05/29/15
C1-EDS1
SURFACE
M-E Engineers Inc.
225 Amps
M.L.O.
MAINS:
PANEL:
BUS:
NOTES:
COPPER
SECTION:
LOCATION:
OPTIONS:
DATE:
FED FROM :
MOUNTING :
ID
DESCRIPTION
V-A
P
BKR
CKT
PH
CKT
BKR
P
V-A
DESCRIPTION
ID
L
L
L
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
L
NORTH EM LIGHTING
SOUTH VEST EM LIGHTING
ELECTRICAL AND IDF LIGHTING
--SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE-EXTERIOR LIGHTS
832
1
20
1
A
2
20
1
245
410
1
20
3
B
4
20
1
2352
512
1
20
5
C
6
20
1
294
1
20
7
A
8
20
1
1
20
9
B
10
20
1
1
20
11
C
12
20
1
1
20
13
A
14
20
1
1
20
15
B
16
20
1
1
20
17
C
18
20
1
1
20
19
A
20
20
1
1
20
21
B
22
20
1
1
20
23
C
24
20
1
1
20
25
A
26
20
1
1
20
27
B
28
20
1
1
20
29
C
30
20
1
1
20
31
A
32
20
1
1
20
33
B
34
20
1
1
20
35
C
36
20
1
1
20
37
A
38
20
1
1
20
39
B
40
20
1
1
20
41
C
42
20
1
CORRIDOR AND VESTIBULE LIGHTING
SEATING AREA
RESTROOM LIGHTING
--SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE-EXIT SIGNS
L
L
L
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
L
420
300
N
N
COMMONS PANEL SCHEDULES.xls
LOAD SUMMARY WITH DOWNSTREAM LOADS INCLUDED
CONNECTED (DOWNSTREAM LOADS INCLUDED)
PHASE
VA
C
AMPS
DOWNSTREAM LOADS
A-B-C
TOTALS
CATEGORY
CONNECTED
1077 - 2762 - 1526
4 - 10 - 6
5,365
6
LIGHTING
5,365
FACTOR
125%
RECEPT
100%
RECEPT
50%
MOTOR
100%
LRGST MTR
CONDUCTOR COLORS (EC TO LABEL IN PANEL)
PH
A
B
C
N
G
BROWN
ORANGE
YELLOW
WH/GRAY STRIPE
GREEN
CALC'D V-A
AMPS @ 480Y/277 VOLTS
6,706
8
100%
KITCHEN
100%
ELEC HEAT
100%
CKT
PH
CKT
BKR
P
V-A
DESCRIPTION
ID
K
K
K
K
K
K
K
K
K
K
P
K
K
K
K
K
P
K
K
K
K
K
K
K
K
K
K
W7 - MOBILE SALAD
W34 - REACH-IN FREEZER
W28 - WORK TABLE WITH SINK
W28 - WORK TABLE WITH SINK
W23 - HEAT/HOLDING CABINET
--------W7 - MOBILE SALAD
W21 - ROLL-THRU REFRIGERATOR
W21 - ROLL-THRU REFRIGERATOR
--SPARE-W2 - COLD PAN SERVING CNTR
W3 - HOT FOOD SERVING CNTR
W23 - HEAT/HOLDING CABINET
----------SPARE-W17 - ROLL-THRU HEATED CABINET
----W17 - ROLL-THRU HEATED CABINET
----W3 - HOT FOOD SERVING CNTR
W2 - COLD PAN SERVING CNTR
W8 - MOBILE MILK COOLER
W8 - MOBILE MILK COOLER
W10 - POS STATION
W10 - POS STATION
576
1
20
1
A
2
15
2
750
1044
1
20
3
B
4
>
750
2400
1
20
5
C
6
20
1
2400
1
20
7
A
8
20
1
6000
3
50
9
B
10
20
1
6000
<
11
C
12
20
1
6000
<
13
A
14
20
1
720
576
1
20
15
B
16
20
1
540
2000
1
20
17
C
18
20
1
2000
1
20
19
A
20
20
1
1
20
21
B
22
20
1
576
1
20
23
C
24
20
1
3000
1
50
25
A
26
20
1
6000
3
50
27
B
28
20
1
6000
<
29
C
30
20
1
6000
<
31
A
32
20
1
W37 - ICE MAKER WITH BIN & FILTER
------SPARE---SPARE---SPARE---SPARE-KITCHEN RECEPT
KITCHEN RECEPT
--SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE--
K
K
P
P
P
P
K
K
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
PHASE
VA
C
AMPS
DOWNSTREAM LOADS
33
B
34
20
1
1000
2
20
35
C
36
20
1
1000
<
37
A
38
20
1
1000
2
39
B
40
20
1
1000
<
41
C
42
20
1
3000
1
20
43
A
44
20
1
576
1
20
45
B
46
20
1
816
1
20
47
C
48
20
1
20
816
1
20
49
A
50
20
1
1800
1
20
51
B
52
20
1
1800
1
20
53
C
54
20
1
A-B-C
CATEGORY
26262 - 18286 - 21592
219 - 152 - 180
66,140
184
LIGHTING
125%
RECEPT
100%
RECEPT
50%
MOTOR
100%
CONDUCTOR COLORS (EC TO LABEL IN PANEL)
480Y/277
3PHASE,4WIRE+GND
35K AIC
NOTES:
PANEL:
COPPER
SECTION:
LOCATION:
OPTIONS:
DATE:
FED FROM :
MOUNTING :
A
B
C
N
G
66,140
STAPLETON NORTHFIELD - COMMONS
1 OF 1
MAIN ELEC RM 1-124A
208Y/120
3PHASE,4WIRE+GND
10K AIC
119
CKT
PH
CKT
BKR
P
V-A
DESCRIPTION
ID
L
L
L
L
P
L
L
L
P
P
P
P
P
P
P
P
P
P
P
P
P
THEATER ST, WATER ENTRY LTG
MORNING PANTRY LTG
SERVING LTG
SEATING AND UP LIGHTS
--SPARE-SEATING CORRIDOR LTG
LAUNDRY, CUST, SECURITY LTG
SITE LIGHTING
--SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE--
540
1
20
1
A
2
20
1
624
1024
1
20
3
B
4
20
1
768
468
1
20
5
C
6
20
1
291
PLATFORM CIRCULATION 110 LTG
PERFOMANCE PLTFRM LTG
CORRIDOR AND VESTIBULE LTG
SOUTH 'VESTIBULE/ CANOPY LTG
RESTROOM LTG
SEATING BUBBLE LTG
TABLE AND CHAIR STRG LTG
--SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE--
L
L
L
L
L
L
L
P
P
P
P
P
P
P
P
P
P
P
P
P
P
1
20
7
A
8
20
1
349
1
20
9
B
10
20
1
640
672
1
20
11
C
12
20
1
624
1280
1
20
13
A
14
20
1
576
1117
1
20
15
B
16
20
1
1
20
17
C
18
20
1
1
20
19
A
20
20
1
1
20
21
B
22
20
1
1
20
23
C
24
20
1
1
20
25
A
26
20
1
1
20
27
B
28
20
1
1
20
29
C
30
20
1
1
20
31
A
32
20
1
1
20
33
B
34
20
1
1
20
35
C
36
20
1
1
20
37
A
38
20
1
1
20
39
B
40
20
1
1
20
41
C
42
20
1
N
N
2
2
2
2
COMMONS PANEL SCHEDULES.xls
VA
C
AMPS
DOWNSTREAM LOADS
LOAD SUMMARY WITH DOWNSTREAM LOADS INCLUDED
CATEGORY
CONNECTED
4805 - 3549 - 2055
17 - 13 - 7
10,409
13
LIGHTING
10,409
CONDUCTOR COLORS (EC TO LABEL IN PANEL)
A
B
C
N
G
BROWN
ORANGE
YELLOW
WH/GRAY STRIPE
GREEN
125%
RECEPT
100%
RECEPT
50%
MOTOR
100%
LRGST MTR
PH
FACTOR
CALC'D V-A
AMPS @ 480Y/277 VOLTS
13,011
16
25%
MISC
100%
KITCHEN
100%
ELEC HEAT
100%
66,140
42,991
119
M-E Engineers Inc.
225 Amps
COPPER
150 AMP MAIN BKR
MAINS:
PANEL:
SECTION:
LOCATION:
OPTIONS:
DATE:
ID
DESCRIPTION
V-A
P
BKR
CKT
PH
CKT
BKR
P
M
M
M
M
M
M
M
P
M
M
M
M
M
M
M
M
P
P
M
M
M
P
P
P
P
P
P
P
M
P
DWH-1
DWH-2
DWH-3
TF C1.02
UH C1.02
FCU C 1.01
------SPARE-STF C1.01
STF C1.02
EF C2.01
SSAC C1.01
----EF-C1.03 AND EF-C1.04
ACCU C2.01
------SPARE---SPARE-EF C1.01/EF C1.02
ACCU C2.02
------SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE-TF C1.01
--SPARE--
1080
1
20
1
A
2
20
1
1080
1
20
3
B
4
20
1
1080
1
20
5
C
6
20
1
180
1
20
7
A
8
20
1
460
1
30
9
B
10
20
1
3640
2
55
11
C
12
20
1
3640
<
13
A
14
20
1
10,409
1
20
15
B
16
20
1
1500
1
30
17
C
18
20
1
1500
1
30
19
A
20
20
1
450
1
20
21
B
22
20
1
1560
2
20
23
C
24
20
1
1560
<
25
A
26
20
1
100
1
20
27
B
28
20
1
3640
2
55
29
C
30
20
1
3640
<
31
A
32
20
1
1
20
33
B
34
20
1
1
20
35
C
36
20
1
100
1
20
37
A
38
20
1
1560
2
20
39
B
40
20
1
1560
<
41
C
42
20
1
43
A
44
20
1
1
45
B
46
20
1
1
47
C
48
20
1
1
49
A
50
20
3
1
51
B
52
1
53
C
54
1
55
A
56
57
B
58
>
59
C
60
>
1
1
180
20
20
1
CONNECTED (DOWNSTREAM LOADS INCLUDED)
V-A
>
>
20
3
PH
CKT
BKR
P
V-A
DESCRIPTION
ID
E
E
E
E
E
E
E
E
E
P
P
P
P
P
P
P
P
P
S
S
S
UH-C1.01
--------UH-C1.02
--------UH-C1.03
----------SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE-C1-LM1
---------
1666
3
20
1
A
2
30
3
1666
1666
<
3
B
4
>
1666
1666
<
5
C
6
>
1666
1666
3
7
A
8
3
1666
1666
<
9
B
10
>
1666
1666
<
11
C
12
>
1666
1666
3
13
A
14
3
3500
1666
<
15
B
16
>
3500
1666
<
17
C
18
>
3500
3
3333
CUH C1.01
--------CUH C1.02
--------CUH C1.03
--------CUH C1.04
--------SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
M
M
M
M
M
M
M
M
M
M
M
M
C
C
C
C
C
C
C
C
C
20
20
30
30
1
20
19
A
20
1
20
21
B
22
>
3333
1
20
23
C
24
>
3333
1
20
25
A
26
1
20
27
B
28
1
20
29
C
30
1
20
31
A
32
1
20
33
B
34
1
20
35
C
36
6129
3
70
37
A
38
7442
<
39
B
40
8657
<
41
C
42
30
13,011
16
VA
C
AMPS
DOWNSTREAM LOADS
PH
PHASE
VA
C
AMPS
DOWNSTREAM LOADS
LOAD SUMMARY WITH DOWNSTREAM LOADS INCLUDED
A-B-C
TOTALS
CATEGORY
21292 - 22605 - 23820
77 - 82 - 86
67,717
81
LIGHTING
125%
RECEPT
100%
^ C1-LM1
CONNECTED
RECEPT
BROWN
ORANGE
YELLOW
WH/GRAY STRIPE
GREEN
CALC'D V-A
AMPS @ 480Y/277 VOLTS
50%
MOTOR
52,723
100%
52,723
63
LRGST MTR
10,500
25%
2,625
3
14,994
18
70,342
85
MISC
A
B
C
N
G
FACTOR
100%
100%
ELEC HEAT
14,994
TOTAL
67,717
100%
C1-LM1
1 OF 1
ELECT ROOM 1-124A
07/08/15
C1-HM1
SURFACE
DESCRIPTION
ID
--SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE---SPARE-----------SPARE----------
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
N
A
B
C
N
G
BLACK
RED
BLUE
WHITE
GREEN
CALC'D V-A
AMPS @ 208Y/120 VOLTS
100%
28,510
79
25%
1,820
5
30,330
84
TOTALS
CATEGORY
11700 - 3830 - 12980
98 - 32 - 108
28,510
79
LIGHTING
125%
RECEPT
100%
CONNECTED
RECEPT
FACTOR
50%
MOTOR
28,510
LRGST MTR
7,280
MISC
100%
KITCHEN
100%
ELEC HEAT
100%
TOTAL
28,510
2
C1-EL1
C1-FS1
07/15/15 ADDENDUM 3
05/29/15 FOR CONSTRUCTION
04/06/15 SCHEMATIC DESIGN
NO. DATE
DESCRIPTION OF REVISION
C1-HM1
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
C1-LM1
MADE
APPR'D
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
C1-L1
AUTHORITY
DENVER PUBLIC SCHOOLS
SCHOOL DISTRICT NO. 1
Designer
DRAWN BY:
KM
CHECKED BY:
AW
DATE:
APPROVED CONTRACT DOCUMENT SCALE:
DENVER, CO
05/29/15
AS NOTED
ELECTRICAL PANEL
SCHEDULES
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
DATE:
SITE NO. 983
9100 E. 56TH AVE.
DESIGNED BY:
DEPARTMENT OF
FACILITY MANAGEMENT
SCHOOL NO. 985
STAPLETON NORTHFIELD CAMPUS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
DENVER PUBLIC SCHOOLS
7/14/2015 2:49:20 PM
N
LOAD SUMMARY WITH DOWNSTREAM LOADS INCLUDED
A-B-C
CONDUCTOR COLORS (EC TO LABEL IN PANEL)
C:\Revit Projects\2013\Project Path\E_DPS_COMMON_E13_Pete.Johnson.rvt
CKT
COMMONS PANEL SCHEDULES.xls
PHASE
TOTAL
BKR
ISSUE:
BKR
TOTALS
P
100%
MOUNTING :
P
A-B-C
V-A
AMPS @ 208Y/120 VOLTS
42,991
FED FROM :
V-A
PHASE
DESCRIPTION
CONNECTED (DOWNSTREAM LOADS INCLUDED)
PH
BUS:
NOTES:
05/28/15
C1-MSB
SURFACE
DESCRIPTION
CONNECTED (DOWNSTREAM LOADS INCLUDED)
ID
KITCHEN
65%
05/29/15
C1-MSB
SURFACE
DATE:
COMMONS PANEL SCHEDULES.xls
25%
TOTAL
C1-L1
ID
1436
N
CONDUCTOR COLORS (EC TO LABEL IN PANEL)
ISSUE:
N
N
100%
ELEC HEAT
BLACK
RED
BLUE
WHITE
GREEN
CALC'D V-A
FACTOR
CONNECTED
MISC
PH
M-E Engineers Inc.
100 Amps
BUS:
M.L.O.
MAINS:
OPTIONS:
LOAD SUMMARY WITH DOWNSTREAM LOADS INCLUDED
TOTALS
8
6,706
LOCATION:
ISSUE:
BKR
20
1 OF 1
MAIN ELEC RM 1-124A
SECTION:
MOUNTING :
P
1
C1-HM1
PANEL:
COPPER
FED FROM :
V-A
CONNECTED (DOWNSTREAM LOADS INCLUDED)
5,365
M-E Engineers Inc.
225 Amps
M.L.O.
MAINS:
BUS:
NOTES:
DESCRIPTION
KITCHEN
STAPLETON NORTHFIELD - COMMONS
05/28/15
C1-RDS1
RECESSED
ID
LRGST MTR
TOTAL
480Y/277
3PHASE,4WIRE+GND
42K AIC
COMMONS PANEL SCHEDULES.xls
25%
MISC
STAPLETON NORTHFIELD - COMMONS
1 OF 1
KITCHEN 1-108
ISSUE:
ISSUE:
N
C1-FS1
DWG. NO.
3-E0.05
SHEET:
OF:
983_2478_985 _OR_ 3-E0.05
M-E Engineers Inc.
100 Amps
COPPER
60 AMP MAIN BKR
MAINS:
480Y/277
3PHASE,4WIRE+GND
18K AIC
COMMONS
STAPLETON NORTHFIELD - COMMONS
GENERAL NOTES:
1. REFER TO SPECIFICATION APPENDIX A FOR "LIGHTING FIXTURE CUTS".
2. MOUNTING HEIGHTS INDICATED ARE TYPICAL MOUNTING HEIGHTS.
REFER TO LIGHTING PLAN DRAWINGS FOR ATYPICAL MOUNTING HEIGHTS.
3. ALTERNATE MANUFACTURERS LISTED SHALL PROVIDE LUMINAIRE
PHOTOMETRY AND FOOT-CANDLE CALCULATIONS TO VERIFY CONSISTENT
ILLUMINATION LEVELS.
4. CONTRACTOR SHALL AIM ALL ADJUSTABLE FIXTURES WITH ARCHITECT
AND ENGINEER PRIOR TO JOB CLOSE OUT.
5. ALL MANUFACTURERS SHALL PROVIDE LUMINAIRE PHOTOMETRY AND/OR
FOOT-CANDLE CALCULATIONS UPON REQUEST FOR ANY AREA.
MANUFACTURER SHALL COORDINATE WITH ENGINEER TYPICAL AREAS OF
ANALYSIS, ROOM CHARACTERISTICS, AND ALL ASSUMPTIONS FOR
CALCULATIONS.
6. TANDEM WIRING MAY BE UTILIZED FOR FIXTURES WHICH:
A. OFFER TANDEM WIRING AS A STANDARD OPTION AND ARE UL
LISTED FOR THAT APPLICATION.
B. ARE LOCATED ON LIGHTING PLANS AS END TO END MOUNT.
7. ALL FIXTURE FINISHES AND PAINT COLORS ARE TO BE VERIFIED WITH
ARCHITECT. CC: CUSTOM COLOR.
8. FIELD VERIFY EXACT FIXTURE LENGTHS FOR CONTINUOUS ILLUMINATION
FOR COVES AND LINEAR RUNS. PROVIDE CONTINUOUS ILLUMINATION WITH
NO MORE THAN A 6" GAP BETWEEN THE END OF THE EDGE OF THE WALL
AND THE FIXTURE.
LIGHTING FIXTURE SCHEDULE
Finish
Mounting
Voltage
Manufacturer
QUARTZ
T1
PIPE MOUNTED THEATRICAL LIGHT, DIE CAST ALUMINUM HOUSING, ANTI VIBRATION SHOCK MOUNTS, INTERCHANGEABLE LENS, THERMALLY INSULATED
(1) 575 W HPL, 7300 LUMENS, 3000K
WHITE
PIPE
120 V
ETC
T2
PIPE MOUNTED THEATRICAL LIGHT, DIE CAST ALUMINUM HOUSING, ANTI VIBRATION SHOCK MOUNTS, INTERCHANGEABLE LENS, THERMALLY INSULATED
(1) 575 W HPL, 9600 LUMENS, 3000K
WHITE
PIPE
120 V
ETC
T3
ALTERNATE FOR T1 - LED PIPE MOUNTED THEATER LIGHT, DIE CAST ALL METAL HOUSING, SLOT FOR GLASS OR LENS PATTERNS, C-CLAMP, IP20 RATED
111W, 5309 LUMENS, CRI 86, 3200K
BLACK
PIPE
120 V
ETC
Model
Alt 1
436J-C-450JL-436JL-426JL-400CC-400SC-400 ALTMAN
JRS-400CF-400PH-M
LIGHTING
PHEONIX
PAR-EA-C-407CF-400SC-400CC-400-LS4-400 ALTMAN
PTH6-400BD
LIGHTING PAR
64
BID ALTERNATE #2A - ETC
BID
#S4LEDS2LSS-0-DPA-C-S4LED-SFD-436EDL ALTERNATE
T-1-400CC-400SC-400PH-A-400RS-400CF
#2B - ALTMAN
LIGHTING 6-CFB-510-SC36-BK-10-CFB510-HD-435-SN
-PHC-PH
T4
ALTERNATE FOR T2 - LED PIPE MOUNTED THEATER LIGHT, DIE CAST ALL METAL HOUSING, IP20 RATED
101W, 2705 LUMENS, CRI 87, 3200K
BLACK
PIPE
120 V
ETC
BID ALTERNATE #2C - ETC #SELD40VI,
DPA-C,SELD40FSY-400BD-411PTH6-400CC400SC
LED
L1
EXTERIOR WALL SCONCE, TYPE 4 DISTRIBUTION, DOOR FRAME TO EXCLUDE DUST, INSECTS AND POLLUTANTS, IP66 RATED
35W LED, 3904 LUMENS, 4000K, 150000 HRS
BLACK
WALL
277 V
GARDCO
101L-4-55LA-NW-UNIV
L2
12' PED LIGHT FOR SIDEWALK ILLUMINATION, DIRECT HEAD TOWARDS EXPOSED SIDEWALK, TYPE 3 DISTRIBUTION
BLACK
POLE
277 V
GARDCO
L3
25' TOTAL HEIGHT LED POLE TOP FIXTURE, 3' CONCRETE BASE WITH A 22' POLE, PARKING LOT AND ROADWAY LIGHTING, SINGLE HEAD FORWARD ILLUMINANCE
BLACK
POLE
277 V
GARDCO
L3A
SIMILAR TO L3 EXCEPT TWO HEADS MOUNTED ON POLE AT 180 DEGREES
BLACK
POLE
277 V
GARDCO
L4
42" LED BOLLARD, BEVEL TOP, 360 DEGREE LIGHT COVERAGE
LED ARRAY, NEUTRAL WHITE, TYPE 3 DISTRIBUTION, 4000K, 70CRI, 86 WATTS,
350mA DRIVE CURRENT, 7143 LUMENS
LED ARRAY, NEUTRAL WHITE, TYPE 3 DISTRIBUTION, 200 WATTS, 4000K, 70 CRI,
530mA DRIVE CURRENT, 15529 LUMENS
LED ARRAY, NEUTRAL WHITE, TYPE 3 DISTRIBUTION, 200 WATTS, 4000K, 70 CRI,
530mA DRIVE CURRENT, 15529 LUMENS
LED ARRAY, NEUTRAL WHITE, 41 WATTS, 250mA DRIVER, 4000K, 75 CRI
BLACK
SURFACE
277 V
GARDCO
GL13-1-3-85LA-NW-UNIV-XX-RPA2, POLE
#SRS-14-4-D1-XX-MOD
GL18-1-3-200LA-NW-UNIV-XX-RPA2, POLE
#SRS-25-5-D1-XX-MOD
GL18-2-3-200LA-CW-UNIV-XX-RPA2, POLE
#SRS-25-5-D2-XX-MOD
BRM836-42-CWL-NW-360-UNIV
L5
LED 6" DOWNLIGHT, 50 DEGREE CUTOFF REFLECTOR CONE, CLEAR REFLECTOR FINISH
39W LED, 2000 LUMENS, 4000K, 60000 HRS
WHITE
RECESSED
277 V
LIGHTOLIER
L8
IN GROUND UPLIGHT, ASYMMETRIC DISTRIBUTION ON EXTERIOR WALL, FLUSH WITH GROUND, SSTAINLESS STEEL BODY, PROVIDE WATERPROOF POWER SUPPLY BOX
50.6W LED, 3831 LUMENS, 4000K, 50000 HRS
WHITE
IN GRADE
277 V
BEGA
C6X6L1520-DL-40K-CL-W, FRAME-IN KIT
#C6X6L20-N-120/277
7647LED
L10
63" DIAMETER, ROUND METAL HOUSING, OPAL POLYCARBONATE DIFFUSERS, COORDIANTE COLORS OF LED WITH ARCHITECT
156W LED, RGB
VERIFY WITH
ARCHITECT
SUSPENDED
277 V
BETA CALCO
D15SD165AE-BCDMX18/IN-MEC2112AE
L10A
31.5" DIAMETER, ROUND METAL HOUSING, OPAL POLYCARBONATE DIFFUSERS, COORDIANTE COLORS OF LED WITH ARCHITECT
80W LED, RGB
VERIFY WITH
ARCHITECT
SUSPENDED
277 V
BETA CALCO
L10B
17.3" DIAMETER, ROUND METAL HOUSING, OPAL POLYCARBONATE DIFFUSERS, COORDIANTE COLORS OF LED WITH ARCHITECT
45W LED, RGB
VERIFY WITH
ARCHITECT
SUSPENDED
277 V
BETA CALCO
L20
RECESSED LIENAR SLOT LED WITH 4" APERATURE, FLUSH WITH CEILING, CONTINOUS OR STNADARD LENGTHS PER PLANS, EXTRUDED ALUMINUM HOUSING
LED ARRAY, 400 LUMENS/FT, 4W/FT, 4000K, 25000 HOURS
WHITE
RECESSED
277 V
FLUORESCENT
F1
INDUSTRIAL STRIPLIGHT, PENDANT OR SURFACE MOUNT, 4' OR 8' LENGTHS PER PLAN DRAWINGS, PROVIDE WIREGUARD
(2) 32W T8, 2800 LUMENS, 4100K, 30000 HOURS, PER 4' SECTION
WHITE
F2B
RECESSED LENSED 2X4 TROFFER, HIGH PERFORMANCE, ACRYLIC DIFFUSER, PROVIDE MOUNTING HARDWARE FOR GYP OR ACT CEILINGS AS REQUIRED, PROVIDE MULTIPLE BALLASTS FOR DUAL LEVEL
SWITCHING
RECESSED LINEAR SLOT LIGHT WITH 4" APERTAURE, FLUSH WITH CEILING, CONTINUOUS OR STANDARD LENGTHS PER PLAN DRAWINGS, EXTRUDED ALUMINUM HOUSING, LENS FLUSH WITH CEILING, PROVIDE
MOUNTING HARDWARE FOR GYP OR ACT CEILINGS AS REQUIRED
(2) 32W T8, 2800 LUMENS, 4100K, 30000 HOURS, PER 4' SECTION
F4D
F4H
F7
Alt 2
Control
PRE-APPROVED DIMMING
EQUAL
SEATING
AREA
PRE-APPROVED DIMMING
EQUAL
SEATING
AREA
DIMMING
SEATING
AREA
9. FIXTURES REQUIRING PENDANT MOUNTING SHALL BE PENDANT
MOUNTED WITH THE APPROVED MANUFACTURER'S SWIVEL STEM
HANGER, CEILING SPACER, OR UNISTRUT. PENDANTS WITH A LENGTH
GREATER THAN 18" SHALL ACCOMODATE A SWIVEL BASE.
10. PROVIDE SAFETY CABLE FROM FIXTURE TIED TO STRUCTURE FOR ALL
PENDANT FIXTURES IN PUBLIC AREAS.
11. ALL ACRYLIC LENSES SHALL HAVE A MINIMUM THICKNESS OF 0.125"
UNLESS OTHERWISE NOTED.
12. ALL FLUORESCENT AND METAL HALIDE BALLASTS SHALL BE
ELECTRONIC PROGRAM START (EB).
LITHONIA WSQ
14. ALL FIXTURES SHALL BE LISTED FOR THE ENVIRONMENT IN WHICH
THEY ARE INSTALLED. DL = DAMP UL APPROVED LABEL. WL = WET UL
APPROVED LABEL.
SEATING
AREA
15. ALL LINEAR FLUORESCENT FIXTURES SHALL BE PROVIDED WITH 4',
32W T8 LAMPS.
EXTERIOR
DOORS
16. PROVIDE 2 YEAR WARRANTY ON ALL FIXTURES.
EXTERIOR
DOORS
EXTERIOR
DOORS
EXTERIOR
DOORS
EXTERIOR
DOORS
SERVING,
STAGE RAMPS
OUTSIDE
D15SD164AE-BCDMX10/IN-MEC1745AE
DELRAY
CYLINDRO
PRE-APPROVED DIMMING
EQUAL
VESTIBULE
D15SD163AE-BCDMX6/IN-MEC1745AE
DELRAY
CYLINDRO
PRE-APPROVED DIMMING
EQUAL
VESTIBULE
AXIS LIGHTING BBRLED-B3-400-40-SO-FL-S#-W-277-D-1-DF
SELUX M100
NEORAY 23DR
RESTROOMS
LITHONIA
Z-2-32W T8-MVOLT-GEB1PS-WG
COLUMBIA CH COLUMBIA
WHTIE
SURFACE/SUS 277 V
PENDED
RECESSED
277 V
LITHONIA
2-AV-G/F-2-32-ADP-MVOLT-GEB10PS
(1) 32W T8, 2800 LUMENS, 4100K, 30000 HOURS, PER 4' SECTION
WHITE
RECESSED
277 V
AXIS LIGHITNG BBR-S-FL-4-NL4-T8-1-W-UNIV
AXIS LIGHTING HE WILLIAMS
DAY 2X4
DIL
SELUX M100
NEORAY 23DR
WALL MOUNTED, INDIRECT/DIRECT, EXTRUDED ALUMINUM HOUSING
SIMILAR TO F4 EXCEPT 2 LAMPS IN CROSS SECTION
SURFACE MOUNTED INDUSTRIAL FLUORESCENT HIGH BAY. 13.25 INCH WIDTH X 48 INCH LENGTH, 2 3/8 INCH DEPTH, CHAIN SUSPENSION MOUNTING, MOUNT FIXTURE AT 22' AFF
(2) 32W T8, 2800 LUMENS, 4100K, 30000 HOURS, PER 4' SECTION
(2) 32W T8, 2800 LUMENS, 4100K, 30000 HOURS, PER 4' SECTION
(4) 32W T8, 2800 LUMENS, 4100K, 30000 HOURS, PER 4' SECTION
WHITE
WHITE
WHITE
WALL
RECESSED
SUSPEND
277 V
277 V
277 V
AXIS LIGHTING BBWD-A-NO-4-NL4-T8-1-1-W-UNV
AXIS LIGHTING BBR-S-FL-4-NL4-T8-2-W-UNV
LITHONIA
IBZ-432L-WD-120-GEB10PS
F10
F10B
F13A
2'x4' RECESSED LENSED TROFFER, STEEL HOUSING, PROVIDE .156" LENS, PROVIDE MOUNTING HARDWARE FOR GYP OR ACT CEILINGS AS REQUIRED
SIMLIAR TO F10 EXCEPT 4 LAMPS IN CUT SECTION
PENDANT MOUNTED CYLINDER DOWNLIGHT, SEMI SPECULAR, 16" DIAMETER, ALZAK REFLECTOR, SUSPEND WITH STEM TUBE. PROVIDE GLASS DECORATIVE RING, AND HALF REFLECTOR/OPAL DIFFUSER.
(2) 32W T8, 2800 LUMENS, 4100K, 30000 HOURS, PER 4' SECTION
(4) 32W T8, 2800 LUMENS, 4100K, 30000 HOURS, PER 4' SECTION
(2) 42 W PL-T, 3200 LUMENS, 82 CRI, 4100K, 16000 HRS
WHITE
WHITE
VERIFY WITH
ARCHITECT
RECESSED
RECESSED
SUSPENDED
277 V
277 V
277 V
LITHONIA
LITHONIA
BETA CALCO
2SP8-G-2-32-A19-120-GEB10PS
2SP8-G-4-32-A19-120-GEB10PS
201732-HG-277-DS-TS4(MOD)
F13B
SIMILAR TO F13A, EXCEPT 22" DIAMETER AND 4 LAMPS.
(4) 42 W PL-T, 3200 LUMENS, 82 CRI, 4100K, 16000 HRS
VERIFY WITH
ARCHITECT
SUSPENDED
277 V
BETA CALCO
202213-HG-277-DS-TS4 (MOD)
F16
WALL MOUNTED DIRECT UPLIGHT, EXTRUDED ALUMINUM HOUSNG, (2) UPLIGHT LAMP, ASSYMETRIC
(2) 32W T8, 2800 LUMENS, 4100K, 30000 HOURS, PER 4' SECTION
WHITE
WALL
277 V
AXIS LIGHTING BBW-NO-A-4-NL4-T8-0-2-120
SELUX M100
SELUX M100
HOLOPHANE
HB SERIES
DAYBRITE TG8
DAYBRITE TG8
JESCO
ARCHITECTUR
AL PENDANTS
JESCO
ARCHITECTUR
AL PENDANTS
SELUX M100
F17
EXIT
X1
RECESSED MOUNTED WEST LISTED, 4" APERATURE, EXTRUDED ALUMINUM HOUISNG, SATIN LENS, PROVIDE PROGRAMMED START BALLAST
(2) 32W T8, 2800 LUMENS, 4100K, 30000 HOURS, PER 4' SECTION
WHITE
RECESSED
277 V
AXIS LIGHTING WBR-S-4-T8-2-W-UNV
EDGE LIT EXIT SIGN, WHITE BACK, PROVIDE SINGLE OR DOUBLE FACE ARROWS PER PLANS, PROVIDE MOUNTING FOR CEILING RECESSED, WALL, OR PENDANT MOUNT AS REQUIRED
LED, GREEN LETTER ON WHITE BACKGROUND
WHITE BACK
UNIVERSAL
277 V
LITHONIA
LRP SERIES
Comments
13. PROVIDE COLD WEATHER BALLASTS WITH A MINIMUM -20 DEGREE
START TEMPERATURE FOR FIXTURES NOTED, (CWB).
DIMMING
KIM LIGHTING
WALL
DIRECTOR
KIM LIGHTING
WARP9
KIM LIGHTING
WARP9
KIM LIGHTING
WARP9
KIM LIGHTING
VRB
GOTHAM ECSS
Location
PRE-APPROVED
EQUAL
PRE-APPROVED
EQUAL
PRE-APPROVED
EQUAL
PRE-APPROVED
EQUAL
PORTFOLIO
DIMMING
LDSQ6A
SOLID- STATE LIGMAN
W60335-W
LUMINARIES
INFLECT
SERIES
DELRAY
PRE-APPROVED DIMMING
CYLINDRO
EQUAL
F4
C:\Revit Projects\2013\Project Path\E_DPS_COMMON_E13_Pete.Johnson.rvt
Lamp (Use)
VESTIBULE
PROVIDE
COLOR
CHANGING
CONTROLLER
PROVIDE
COLOR
CHANGING
CONTROLLER
PROVIDE
COLOR
CHANIGN
CONTROLLER
PROVIDE
PROGRAM
START
BALLAST
SERVICE
ROOMS
OFFICES
BASE BID
RESTROOMS
PROVIDE
PROGRAM
START
BALLAST
NEORAY 23DW
NEORAY 23DR
DAYBRITE
ALUMABAY
METALUZ GR8
METALUX GR8
EUREKA
COSMOS
VESTIBULE
CORRIDOR
STAGE
EUREKA
COSMOS
SEATING
AREA
SELUX M100
NEORAY GEO
80-IW
NEORAY 23DR
SEATING
AREA
EXTERIOR
HUBBELL
ISOLITE
MULTIPLE
STORAGE
KITCHEN
SEATING
AREA
2
07/15/15 ADDENDUM 3
05/29/15 FOR CONSTRUCTION
04/06/15 SCHEMATIC DESIGN
NO. DATE
DESCRIPTION OF REVISION
MADE
APPR'D
DENVER PUBLIC SCHOOLS
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
DEPARTMENT OF
FACILITY MANAGEMENT
SCHOOL NO. 985
DENVER, CO
9100 E. 56TH AVE.
DESIGNED BY:
AW
DRAWN BY:
KM
CHECKED BY:
AW
DATE:
APPROVED CONTRACT DOCUMENT SCALE:
05/29/15
AS NOTED
LIGHTING FIXTURE
SCHEDULES
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
DATE:
SITE NO. 983
STAPLETON NORTHFIELD CAMPUS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
DENVER PUBLIC SCHOOLS
7/14/2015 3:33:41 PM
AUTHORITY
DWG. NO.
3-E0.07
SHEET:
OF:
983_2478_985 _OR_ 3-E0.07
2
Description
COMMONS
Type Mark
GENERAL NOTES:
22
22
L1
1. ALL EXPOSED CONDUIT SHALL BE ROUTED PERPENDICULAR,
PARALLEL, AND TIGHT TO COLUMNS AND BEAMS. ALL EXPOSED
CONDUIT ROUTING SHALL BE COORDINATED WITH ENGINEER AND
ARCHITECT PRIOR TO INSTALLATION. NO ADDITIONAL COST TO
OWNER WILL BE ALLOWED FOR RELOCATING CONDUIT DUE TO THE
LACK OF COORDINATION WITH ARCHITECT.
22
L1
L1
22
C1-MSB
C1-L1:15a
(#10, 1"C) V1
FUTURE
L1
COMMONS
MAIN ELECTRICAL
ROOM
2. ALL BACK BOXES SHALL BE FLUSH MOUNTED UNLESS NOTED
OTHERWISE. ALL VERTICAL SECTIONS OF CONDUIT SHALL BE
CONCEALED. CONTRACTOR SHALL COORDINATE INSTALLATION OF
CONDUIT AND BACK BOXES IN CONCRETE, MASONRY AND GYP.
WALLS.
EXCEL PAD MOUNTED
TRANSFORMER
3. REFER TO E0.1 FOR LIGHTING FIXTURE SCHEDULE.
LIMIT OF WORK
FUTURE
COMMONS
T
L1
22
T 22T
L1 T
T
4. REFER TO LANDSCAPE & CIVIL DRAWINGS FOR ALL SITE FIXTURE
LOCATIONS MOUNTED IN HARDSCAPE OR SOFTSCAPE. FIXTURE
LOCATIONS ARE DIAGRAMMATIC. THE INTENT IS TO ALIGN, CENTER,
OR SPACE FIXTURES BETWEEN ARCHITECTURAL AND LANDSCAPE
ELEMENTS.
T
5. ALL LANDSCAPE OR EXTERIOR BUILDING LIGHTING SHALL BE
CONTROLLED VIA THE LIGHTING CONTROL SYSTEM. (AUTOMATIC TIME
CLOCK AND PHOTO CELL)
6. REFER TO ARCHITECTURAL EXTERIOR ELEVATIONS FOR ALL
FIXTURE LOCATIONS ON THE EXTERIOR OF THE BUILDING. FIXTURE
LOCATIONS ARE DIAGRAMMATIC. THE INTENT IS TO ALIGN, CENTER,
OR SPACE FIXTURES BETWEEN ARCHITECTURAL AND STRUCTURAL
ELEMENTS.
7. PROVIDE A MINIMUM 1” PVC CONDUIT FOR ALL UNDERGROUND
BRANCH CIRCUITS. ALL 90DEGREE ELBOWS SHALL BE PVC COATED
RIGID.
8. CONTRACTOR SHALL STAKE LIGHT POLE LOCATIONS FOR REVIEW
AND APPROVAL BY THE OWNERS REPRESENTATIVE
9. SEE DETAIL 10/LD1.1 FOR INFORMATION ABOUT CONCRETE
MOWSTRIPS AROUND LIGHT POLE BASE
L2
C1-L1:15c
V2
(#10, 1"C)
L2
L4
L4
L4
L4
L4
L4
L4
L4
L4
L4
L4
L4
L4
C1-L1:15b V3
(#10, 1"C)
KEY NOTES
L4
L4
22 PROVIDE UL924 AUTOMATIC TRANSFER SWITCH TO BE LOCATED AT
PANEL RELAY.
47 PROVIDE IN-GROUND ELECTRICAL PULL-BOX WITH ABOVE GROUND 30A,
3P, 480V, 3P DISCONNECT FOR FUTURE LED MESSAGE BOARD SIGNAGE.
PROVIDE CONCRETE PAD AND UNI-STRUT SUPPORT AS REQUIRED FOR
THIS UNIT. ROUTE (1) 1” CONDUIT WITH PULLSTRING BACK TO
ELECTRICAL ROOM FOR CONTROL WIRING.
48 PROVIDE DEDICATED 120V, 20A CIRCUIT FOR IRRIGATION CONTROLLER.
COORDINATE LOCATION WITH IRRIGATION CONTRACTOR.
FFE 5238.00
GYM
FFE 5241.00
FUTURE
GYM
RELOCATE FIXTURE AS
REQUIRED TO ACCOMODATE
NEW SIDEWALK
2
L3
(EX)
L3A
(EX)
2
CONNECT NEW FIXTURES TO
EXISTING POLE CIRCUITING.
2
L3A
(EX)
L3A
(NEW)
FUTURE
PARKING
L3
(EX)
2
2
L3A
(NEW)
2
07/15/15 ADDENDUM 3
05/29/15 FOR CONSTRUCTION
04/06/15 SCHEMATIC DESIGN
NO. DATE
DESCRIPTION OF REVISION
2
L3A
(EX)
MADE
APPR'D
DENVER PUBLIC SCHOOLS
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
L3A
(EX)
2
2
L3
(EX)
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
KM
CHECKED BY:
AW
DATE:
1
Designer
DRAWN BY:
APPROVED CONTRACT DOCUMENT SCALE:
COMMONS SITE LIGHTING PLAN
1" = 30'-0"
DATE:
DENVER, CO
05/29/15
AS NOTED
COMMONS ELECTRICAL SITE
PLAN
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
N
SITE NO. 983
9550 E. 56TH AVENUE
DESIGNED BY:
DEPARTMENT OF
FACILITY MANAGEMENT
SCHOOL NO. 985
STAPLETON NORTHFIELD CAMPUS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
DENVER PUBLIC SCHOOLS
7/14/2015 3:04:43 PM
AUTHORITY
DWG. NO.
3-E1.00
SHEET:
OF:
983_2478_985 _OR_ 3-E1.00
2
L3
(EX)
COMMONS
C:\Revit Projects\2013\Project Path\E_DPS_SITE_E13_Pete.Johnson.rvt
2
GENERAL NOTES:
1. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL
MECHANICAL UNITS WITH MECHANICAL CONTRACTOR.
2. ALL EXPOSED CONDUIT SHALL BE ROUTED PERPENDICULAR, PARALLEL,
AND TIGHT TO COLUMNS AND BEAMS. ALL EXPOSED CONDUIT ROUTING
SHALL BE COORDINATED WITH ENGINEER AND ARCHITECT PRIOR TO
INSTALLATION. NO ADDITIONAL COST TO OWNER WILL BE ALLOWED FOR
RELOCATING CONDUIT DUE TO THE LACK OF COORDINATION WITH
ARCHITECT.
3. ALL BACK BOXES SHALL BE FLUSH MOUNTED UNLESS NOTED
OTHERWISE. ALL VERTICAL SECTIONS OF CONDUIT SHALL BE
CONCEALED. CONTRACTOR SHALL COORDINATE INSTALLATION OF
CONDUIT AND BACK BOXES IN CONCRETE, MASONRY AND GYP. WALLS.
4. THIS CONTRACTOR SHALL REFER TO "MEP" SERIES DRAWINGS FOR ALL
MECHANICAL EQUIPMENT ELECTRICAL CONNECTIONS.
1
2
3
4
5
6
7
8
5. CIRCUITS TO ALL MECHANICAL EQUIPMENT SHALL BE DEDICATED
UNLESS NOTED OTHERWISE.
9
6. PROVIDE DEDICATED NEUTRAL FOR ALL BRANCH CIRCUIT WIRING.
7. ROUTE ALL POWER CONDUITS THROUGH EQUIPMENT CURBS AS MUCH
AS POSSIBLE TO MINIMIZE ROOF PENETRATIONS. ALL PENETRATIONS
SHALL BE COORDINATED AND WATERPROOFED AS SPECIFIED.
A
A
C1-R1:53
(PART)
WP
GFCI
WP
GFCI
B
AHU
ERV
ACCU
C2.01
C1-R1:49
NEMA
3R
J
32 WP
C2.01
NEMA
3R
RE: ONE-LINE
WP
GFCI
C1-R1:47
(PART)
C1-R1:51
C2.01
32
WP
J
B
NEMA
3R
WP
GFCI
RE: ONE-LINE
KEY NOTES
C1-R1:53
(PART)
C1-LM1:29,31
32 PROVIDE 120V, 20A DEDICATED CIRCUIT FOR MECHANICAL CONTROLS
2
C
C
C1-LM1:21
D
D
EF
C2.01
WP
GFCI
NEMA
3R
C1-R1:47
(PART)
E
E
F
F
C1-LM1:39,41
NEMA
3R
ACCU
C1-R1:47
(PART)
WP
GFCI
C2.02
2
G
G
4.5
H
H
J
J
K
K
3
4
4.5
5
6
7
8
9
2
07/15/15 ADDENDUM 3
05/29/15 FOR CONSTRUCTION
04/06/15 SCHEMATIC DESIGN
NO. DATE
DESCRIPTION OF REVISION
N
MADE
APPR'D
DENVER PUBLIC SCHOOLS
ROOF ELECTRICAL PLAN
1
3/32" = 1'-0"
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
DEPARTMENT OF
FACILITY MANAGEMENT
SCHOOL NO. 985
DENVER, CO
9100 E. 56TH AVE.
DESIGNED BY:
AW
DRAWN BY:
KM
CHECKED BY:
DATE:
APPROVED CONTRACT DOCUMENT SCALE:
AW
05/29/15
ROOF ELECTRICAL PLAN
AS NOTED
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
DATE:
SITE NO. 983
STAPLETON NORTHFIELD CAMPUS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
DENVER PUBLIC SCHOOLS
7/14/2015 2:49:23 PM
AUTHORITY
DWG. NO.
3-E2.02
SHEET:
OF:
983_2478_985 _OR_ 3-E2.02
2
COMMONS
C:\Revit Projects\2013\Project Path\E_DPS_COMMON_E13_Pete.Johnson.rvt
1
1
2
3
4
5
6
7
8
GENERAL NOTES:
KEY NOTES
9
142 PROVIDE WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR
WITH INTEGRAL OVERRIDE SWITCHES. SENSOR SHALL HAVE (2) RELAYS.
(1) TO BE CONNECTED TO LIGHTING FIXTURES, AND (1) TO BE
CONNECTED TO CEILING EXHAUST FAN.(DOUGLAS
DIVERSA#WOSSDV2-P-VW OR APPROVED EQUAL BY WATTSTOPPER OR
COOPER GREENGATE.)SENSOR SHALL BE SET UP AS VACANCY
SENSOR.
L1
L1
103
C1-L1:13
(PART)
A
F10
F1
F10B a,b
F10
B
a,b
OFFICE
3-105B
Not Enclosed
a,b
a,b 29
F1
TABLE & CHAIR STORAGE
3-103
Not Enclosed
F1
F1
L20
TOILET
B
3-105A
52 SF
F1
142
30
30
29
L5
F10B a,b
LV-5
87
LV-2
87
F10
135
F4H
135
C1-EL1:1d
H1b
103
C1-L1:5a,5b
H1aH1b
F10
F16 185 (TYP)
F16
F16
C1-L1:7a
L2
87
30
135
30
C1-L1:11
X1
LV-12
87
L5
13
F13B
185 C1-L1:12
(PART) L4
C1-L1:12
(PART) L4
185
C1-L1:10
L5
UL924 103
L5
30
X1
DMX
174
E1
185 C1-L1:7b
L3
L10
L10
LV-14
103
11. PROVIDE DEDICATED NEUTRAL FOR ALL BRANCH CIRCUIT WIRING
13 CONNECT EXIT SIGNS TO UN-SWITCHED EMERGENCY CIRCUIT. CIRCUIT
TO ‘C1-EL1:42’
22 PROVIDE UL924 AUTOMATIC TRANSFER SWITCH TO BE LOCATED AT
PANEL RELAY.
29 PROVIDE WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR
WITH INTEGRAL OVERRIDE SWITCHES. SENSOR SHALL HAVE (2) RELAYS
FOR BI-LEVEL SWITCHING (DOUGLAS DIVERSA#WOSSDV2-P-VW OR
APPROVED EQUAL BY WATTSTOPPER OR COOPER
GREENGATE.)SENSOR SHALL BE SET UP AS VACANCY SENSOR.
30 PROVIDE CEILING MOUNTED LOW VOLTAGE 360 DEGREE DUAL
TECHNOLOGY OCCUPANCY SENSOR WITH REMOTE LOW VOLTAGE
OVERRIDE SWITCHES. REFER TO DETAIL F ON SHEET 3-E6.01. PROVIDE
QUANTITY OF POWER PACKS AND SENSORS AS REQUIRED. (DOUGLAS
DIVERSA#WORSDD2-DPR-L OR APPROVED EQUAL BY WATTSTOPPER OR
COOPER GREENGATE). SENSOR SHALL BE SET UP AS VACANCY
SENSOR.
J1
F7
C1-L1:4
185 J1
L5
C1-DIM:36
(PART)
186
186
2ND ELEC
3RD ELEC
FL2
J
189
WOMENS TOILET
3-101
31 PROVIDE WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR
WITH INTEGRAL OVERRIDE SWITCH. (DOUGLAS DIVERSA#
WOSSDV1-P-VW OR APPROVED EQUAL BY WATTSTOPPER OR COOPER
GREENGATE.)SENSOR SHALL BE SET UP AS VACANCY SENSOR.
87 PROVIDE LOW VOLTAGE OVERRIDE SWITCHES (MINIMUM OF 4
BUTTONS). REFER TO SHEET 3-E0.09 FOR LOW VOLTAGE SWITCH
STATION SCHEDULES.
101 INTERIOR DAYLIGHT SENSOR (DOUGLAS #WPS-3711 OR APPROVED
EQUAL BY WATTSTOPPER FOR COOPER GREENGATE). LOWER CASE
LETTERS INDICATE ZONES CONTROLLED BY DAYLIGHT SENSORS.
PLACEMENT OF SENSOR SHALL BE FIELD COORDINATED PER
MANUFACTURER RECOMMENDATION.
FOH
SEATING
3-100
C1-EL1:6
(PART)
L5
PERFORMANCE PLATFORM
3-110
APRON
F16
L1
L2
L3
UL924
103
F7
101
F7
F7
E
L5
F13A
F16
F
F13B
F13B
103 PROVIDE UL924 DEVICE AND NORMAL SENSING CIRCUIT TO ALLOW FOR
(1) ZONE OF FIXTURE TO BE SWITCHED WITH NORMAL LIGHTING. REFER
TO DETAIL J ON SHEET 3-E6.01. SENSING CIRCUIT SHALL BE
CONNECTED AHEAD OF ANY SWITCHING.
109 PROVIDE COLOR DIAL CONTROL FOR COLOR CHANGING FIXTURE TYPE
L10 SERIES. PROVIDE CONTROL WIRING AS REQUIRED SO THAT EACH
FIXTURE CAN BE CONFIGURED TO A DIFFERENT COLOR (OSRAM E:CUE #
LIGHT DRIVE ELITE OR APPROVED EQUAL)
110 RGB FIXTURES SHALL BE CONTROLLED BY LOCAL COLOR DIAL AND
BUILDING CONTROL SYSTEM
111 LOCATE REMOTE LIGHTING CONTROL RELAY PANEL FOR (1) OR (2)
CLASSROOMS ABOVE ACCESSIBLE CEILING ABOVE DOOR. REFER TO
LIGHTING CONTROL ONE-LINE ON SHEET 3-E0.02 FOR MORE DETAILS.
(DOUGLAS REMOTE RELAY ENCLOSURE WITH DOUGLAS DIALONG
#WRD-3408 CONTROLLER OR APPROVED EQUAL BY COOPER
GREENGATE OR WATTSTOPPER).
F13B
174
(TYP)
185
F16
T2 181
(TYP. OF 6)
L5
L10
L10
T1 181
F7
F13A
185
C1-L1:12
185 (PART)
L4
L1
189
C1-L1:12
(PART) L4
189
F13B
F13B
J
F13B
F13B
185
C1-DIM:1 THRU 12
F16
F16
F16
F16
F16
F16
F16
F16
L1
(TYP. OF 12)
F7
C1-DIM:25
(PART)
F7
J
FL1
J
C1-DIM:47,48
J
J
189
J
189
C1-DIM:13 THRU 24
FL1
J
13
L5
X1
30
J1
87
LV-11
L5
C1-DIM:25
(PART)
L5
X1
13
103
L5
UL924
7. ALL EXIT LIGHTS OF ALL TYPES SHALL BE MOUNTED AT 8'-0" AFF UNLESS
OTHERWISE NOTED. PROVIDE EXIT SIGNS IN ALL PATH OF EGRESS. THERE
SHOULD NOT BE MORE THAN 80' SPACING BETWEEN EXIT SIGNS.
10. ALL AREAS SHALL BE CONTROLLED VIA THE LIGHITNG CONTROL
SYSTEM. LOCATE A 48 RELAY LIGHTING CONTROL PANEL ADJACENT TO
EACH LIGHITNG PANEL.
C1-EL1:41 22
C1-EL1:2a
F7
1ST ELEC
6. ELECTRICAL CONTRACTOR TO COORDINATE WITH MECHANICAL
CONTRACTOR FOR PLACEMENT OF FIXTURES WITHIN MECHANICAL ROOMS.
KEY NOTES
F13B
F13B
5. ELECTRICAL CONTRACTOR SHALL BE FIELD VERIFY EXACT FIXTURE
LENGTHS FOR ALL CONTINUOUS LINEAR FLUORESCENT AND QUARTZ
FIXTURES. FOR COVES, PROVIDE CONTINUOUS ILLUMINATION WITH 6"
MAXIMUM DISTANCE BETWEEN END OF FIXTURE AND WALL.
L5
UL924
F7
87
L5
L5
L5
J1
PLATFORM CIRCULATION
3-110A
L5
L5
103
X1
13
FL2
J
F16
F13B
E
X1
C1-L1:2
(PART)
4. ALL FLUORESCENT BALLASTS SHALL BE PROGRAMMED START
ELECTRONIC. ALSO PROVIDE DIMMABLE BALLASTS WHERE NOTED PER
LIGHTING CONTROL.
9. THE LIGHTING CONTROL SYSTEM SHALL INCLUDE PROVISIONS FOR
SERVING THE FACILITY’S EGRESS/EXIT LIGHTING AND SHALL BE PROVIDED
WITH DEVICE, AND UL 924 LISTED.
L1
13
186
F13A
13
F10
C1-DIM:36
(PART)
F16
S2
F4
135
L5
87
LV-15
F1
VESTIBULE
3-106D
Not Enclosed
X1
3. ALL SURFACE MOUNTED CONDUIT SHALL BE ROUTED PERPENDICULAR
AND PARALLEL TO BEAMS AND COLUMNS. ALL CONDUIT ROUTING SHALL BE
COORDINATED WITH THE ARCHITECT PRIOR TO INSTALLATION AND
INSTALLED IN A NEAT AND CONSISTENT MANNER. ALL SURFACE MOUNTED
CONDUIT WHERE EXPOSED TO PUBLIC AREAS SHALL BE PAINTED. PAINT
COLOR TO BE DETERMINED BY THE ARCHITECT.
a. COMPUTER CONTROLLED LIGHTING CONTROL SYSTEM PER
THE
SPECIFICATIONS.
b. LOW VOLTAGE OVERRIDES READILY ACCESSIBLE FOR
NORMALLY OCCUPIED SPACES. ONE CONTROL FOR EVERY 5000
SF
OF SPACE.
c. ALL FLUORESCENT FIXTURES TO HAVE FREQUENCY
ELECTRICAL
BALLASTS OR FIXTURES SHALL BE TANDEM WIRED.
d. ALL CONFERENCE ROOMS, OFFICES, BREAK ROOMS AND
MEETING ROOMS SHALL HAVE DUAL TECHNOLOGY OCCUPANCY
SENSORS.
LV-9 3
87
IDF
3-106C
C1-EL1:6
(PART)
184
C1-EL1:2a
S3
A
30
LV-13
F16 13
22 C1-EL1:4
F13B
F13B
F13B
3
F10
LV-3
F16
D1
F1
F1
FAMILY ASSIST TOILET
CUST
31 C1-EL1:2b
3-106A
3-106B
142
S1
C1-L1:6b
CORRIDOR F10
S1
UL924 103
3-106
F10
87
F16
F1
E1
30
SERVING
3-104
1257 SF
F1
135
2. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR ALL FIXTURE
LOCATIONS WITHIN A CEILING OR CEILING GRID. FOR AREAS WITHOUT
CEILINGS, FIXTURE LOCATIONS ARE DIAGRAMMATIC. THE INTENT IS TO
ALIGN, CENTER, OR SPACE FIXTURES BETWEEN ARCHITECTURAL AND
STRUCTURAL ELEMENTS.
8. PROVIDE A LIGHTING CONTROL SYSTEM WHICH MEETS THE
REQUIREMENTS OF THE ADOPTED ENERGY CODE, INCLUDING BUT NOT
LIMITED TO THE FOLLOWING:
C1-L1:1
L20
L1
UL924
L5
B
F1
C1-EL1:1c
H1a
2
D
F1
30
F10
F4H 135
F13A
F1
D1
30
L5
LV-8
87
VESTIBULE
3-102.1 L5
103
ELECTRICAL
3-109
A
103
UL924
F16
F1
C1-EL1:5 22
F1
C1-L1:6a
S3
F1
184 PROVIDE DMX PLUG-IN STATION FOR CONTROL CONSOLE.
185 CONNECT CIRCUIT TO DMX CONTROLLED SECTION OF RELAY PANEL
186 PROVIDE THEATRICAL PRE-WIRE FIXED INSTALLATION CONNECTOR
STRIPS FOR PIPE GRID POWER. (SSRC #SL-50-12/24-L520R-DMX OR
APPROVED EQUAL) PROVIDE MOUNTING BRACKETS FOR A SINGLE
CONNECTOR STRIP AND A SINGLE PIPE TYPE.
189 PROVIDE THEATRICAL PRE-WIRE FIXED INSTALLATION CONNECTOR
STRIPS FOR PIPE GRID POWER. (SSRC #SL-30-2/12-L520R-DMX OR
APPROVED EQUAL) PROVIDE MOUNTING BRACKETS FOR A SINGLE
CONNECTOR STRIP AND A SINGLE PIPE TYPE.
D1
F1
C
VESTIBULE
3-100C
F4
F4
F1
F4H
31
A
3
WATER ENTRY
3-108
F10
30
L1
103
F1
F10
THEATER STORAGE
3-107
C1-L1:14
L5
C1-EL1:6
(PART)
UL924
F10B a,b
LV-1
87
30
VESTIBULE
3-103.1
L5
F1
F10
C1-L1:3a,3b
G1a G1b
LV-4
UL924
F1
F10B
a,b
F10B a,b
UL924
103
C1-EL1:6
(PART)
30
3
F10B a,b
F10B a,b
F10B a,b
87
CUST.
3-104A B
71F10
SF
D2
30
F1
F1
E1
13 X1 LV-6
UL924
a,b
F4
L1
F10B
a,b
LAUNDRY
3-104B
F1
F1
a,b70BSFa,b
30
F10B
C1-EL1:1b
G1b
a,b
C1-EL1:1a
G1a
103
B
MEN TOILET
3-102
UL924
174 PROVIDE RECESSED MOUNTED WALL TOUCH SCREEN & CONTROL
STATION FOR DIMMING SYSTEM IN THIS AREA. (UNISON PARADIGM
TOUCHSCREEN #UPLCD-WM OR APPROVED EQUAL). COORDINATE
FINISH COLOR WITH ARCHITECT PRIOR TO ORDERING.
181 PROVIDE THEATRICAL LIGHT FIXTURE TYPE “T1” AND “T2” AS INDICATED.
FIXTURES WILL BE MOUNTED ON PIPE GRID PLUG IN TO OUTLETS. FINAL
LOCATION SHALL BE FIELD COORDINATED WITH ARCHITECTS AND
ENGINEERS PRIOR TO TURN OVER. FIXTURES WILL BE UTILIZED TO TEST
ALL DIMMING OUTLETS FOR PIPE GRIDS.
1. REFER TO SHEET E0.05 FOR LIGHT FIXTURE SCHEDULE.
189
123 BID ALTERNATE #1D: PROVIDE 0-10V 4-CHANNEL DIMMING CONTROLLER
FOR BID ALTERNATE. LOCATE WITHIN EXISTING RELAY CABINET.
135 PROVIDE CONTINUOUS FIXTURE RUN. REFER TO ARCHITECTURAL
DRAWINGS FOR LENGTH.
C1-DIM:37,39
C1-DIM:26 THRU 35
C1-EL1:6
(PART)
L5
L5
L5
L5
C1-L1:2
(PART)
30
L5
PLATFORML5
CIRCULATION
3-110B
G
G
F13A
X1
F13A
F13A
F13A
X1
13
13
H
13
109
LV-7
L1
L1
LV-10
22 C1-EL1:3b
U2
C1-L1:8b
87
L8
H
C1-L1:13
(PART)
F2B
F4D
NL
110
C1-L1:8a
U4
29
L10
185 U1
F4D
NL
L10A
185
101
110
VESTIBULE
3-100A
Not Enclosed
2
U1
U2
L10B
185
110
L5
NL
LV-16
87
J
J
F17
F17
F17
F17
C1-EL1:3a 22
U3
K
1
2
3
4
4.5
5
6
7
8
9
07/15/15 ADDENDUM 3
05/29/15 FOR CONSTRUCTION
04/06/15 SCHEMATIC DESIGN
NO. DATE
DESCRIPTION OF REVISION
MADE
APPR'D
DENVER PUBLIC SCHOOLS
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
N
1
LEVEL 1 LIGHTING PLAN
1/8" = 1'-0"
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
DEPARTMENT OF
FACILITY MANAGEMENT
SCHOOL NO. 985
DENVER, CO
9100 E. 56TH AVE.
DESIGNED BY:
AW
DRAWN BY:
KM
CHECKED BY:
DATE:
APPROVED CONTRACT DOCUMENT SCALE:
AW
05/29/15
LEVEL 1 LIGHTING PLAN
AS NOTED
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
DATE:
SITE NO. 983
STAPLETON NORTHFIELD CAMPUS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
DENVER PUBLIC SCHOOLS
7/14/2015 2:49:27 PM
AUTHORITY
DWG. NO.
3-E3.01
SHEET:
OF:
983_2478_985 _OR_ 3-E3.01
2
COMMONS
C:\Revit Projects\2013\Project Path\E_DPS_COMMON_E13_Pete.Johnson.rvt
87
X1
GENERAL NOTES:
1
2
3
4
5
6
7
8
1. CONNECT ALL ELEVATOR LOBBY, ELEVATOR MACHINE ROOM, TOP OF
SHAFT AND ELEVATOR PIT SMOKE DETECTORS TO ELEVATOR
CONTROLLER FOR ELEVATOR RECALL. PROVIDE SHUNT TRIP DEVICE TO
DISCONNECT ALL ELEVATOR CONTROLLERS. VERIFY SHUNT TRIP
LOCATION REQUIREMENTS WITH AHJ. PROVIDE A HEAT DETECTOR AT THE
TOP OF ELEVATOR SHAFT AND WITHIN TWO FEET OF EACH SPRINKLER
HEAD IN ALL ELEVATOR MACHINE ROOMS. ACTIVATION OF HEAT
DETECTOR TO INITIATE SHUNT-TRIP.
9
2. PROVIDE #18 AWG MINIMUM WIRING FOR ALL SIGNAL AND INITIATION
DEVICES.
3. ALL EXPOSED CONDUIT SHALL BE ROUTED PERPENDICULAR AND
PARALLEL TO COLUMNS AND BEAMS. ALL EXPOSED CONDUIT ROUTING
SHALL BE COORDINATED WITH THE ARCHITECT PRIOR TO INSTALLATION.
NO ADDITIONAL COST TO THE OWNER WILL BE ALLOWED FOR RELOCATING
CONDUIT DUE TO LACK OF COORDINATION WITH THE ARCHITECT.
A
4. ALL BACK BOXES SHALL BE FLUSH MOUNTED UNLESS OTHERWISE
NOTED. CONTRACTOR SHALL COORDINATE INSTALLATION OF CONDUIT
AND BACK BOXES IN POURED CONCRETE, PRE-CAST CONCRETE,
MASONRY AND GYP. WALLS.
A
FACP
OFFICE
3-105B
5. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT QUANTITY AND
LOCATIONS OF ALL FIRE SPRINKLER SYSTEM TAMPER AND FLOW
SWITCHES WITH CONSTRUCTION MANAGER AND FIRE PROTECTION PRIOR
TO BID. CONNECT ALL TAMPER AND FLOW SWITCHES TO FIRE ALARM
SYSTEM.
WATER ENTRY
3-108
ELECTRICAL
3-109
THEATER STORAGE
3-107
TABLE & CHAIR STORAGE
3-103
TOILET
3-105A
6. CONTRACTOR SHALL COORDINATE EXACT LOCATION AND QUANTITY OF
ALL DUCT TYPE SMOKE DETECTORS WITH MECHANICAL CONTRACTOR.
ELECTRICAL CONTRACTOR SHALL HARD WIRE TO RELAY STARTER.
KITCHEN PANTRY
3-105
B
B
LAUNDRY
3-104B
7. PROVIDE (1) DUCT TYPE SMOKE DETECTORS FOR EACH FAN COIL UNIT,
AIR HANDLING UNIT, SUPPLY FAN, AND HEAT PUMP OF 2,000 CFM AND
GREATER. PROVIDE (2) DUCT TYPE SMOKE DETECTORS FOR EACH FAN
COIL UNIT, AIR HANDLING UNIT, HEAT PUMP AND SUPPLY FAN OF 15,000
CFM AND GREATER.
IDF
3-106C
8. PROVIDE CONNECTION OF FA SYSTEMS TO ALL MAGNETIC DOOR HOLDOPEN DEVICES TO AUTOMATICALLY CLOSE DOORS (INCLUDING OVERHEAD
STORAGE DOORS) DURING ALARM CONDITIONS.
2
2
MEN TOILET
3-102
CUST.
3-104A
FAMILY ASSIST TOILET
3-106A
CUST
3-106B
SERVING
3-104
9. DEVICES INDICATED ON FIRE ALARM ONE-LINE ARE FOR REFERENCE
ONLY. REFER TO PLAN DRAWINGS AND SPECIFICATIONS FOR QUANTITIES.
REFER TO ARCHITECTURAL DOOR SCHEDULE FOR MAGNETIC DOOR
HOLDER AND BLOW OPEN DOOR REQUIREMENTS.
10. PROVIDE SMOKE DETECTOR (AREA OR DUCT) AND FIRE ALARM RELAY
MODULE FOR EVERY FIRE-SMOKE DAMPER FOR DAMPER POSITION
INDICATION. LOCATE DUCT DETECTOR WITHIN FIVE FEET OF FIRE-SMOKE
DAMPER.
VESTIBULE
3-106D
CORRIDOR
3-106
VESTIBULE
3-103.1
11. ALL VISUAL DEVICES SHALL BE SYNCHRONIZED.
C
C
12. PROVIDE FIRE ALARM RELAY MODULE FOR ALL CARD READERS.
13. PROVIDE FIRE ALARM RELAY MODULE AT ALL LOCAL FIRE SUPPRESSION
SYSTEMS FOR GREASE EXHAUST HOODS IN FOOD SERVICE AREAS.
PLATFORM CIRCULATION
3-110A
VESTIBULE
3-100C
D
14. PROVIDE FIRE ALARM RELAY TO INTERLOCK WITH AV SYSTEM, SO THAT
ALL SOUNDS SYSTEMS WOULD BE SHUT OFF DURING AN ALARM.
D
VESTIBULE
3-102.1
2
KEY NOTES
2
E
SEATING
3-100
PERFORMANCE PLATFORM
3-110
E
WOMENS TOILET
3-101
F
F
2
2
PLATFORM CIRCULATION
3-110B
G
G
2
H
H
SECURITY
3-100B
J
J
K
1
2
3
4
4.5
5
6
1
7
N
8
9
07/15/15 ADDENDUM 3
05/29/15 FOR CONSTRUCTION
04/06/15 SCHEMATIC DESIGN
NO. DATE
DESCRIPTION OF REVISION
MADE
APPR'D
DENVER PUBLIC SCHOOLS
LEVEL 1 FIRE ALARM PLAN
1/8" = 1'-0"
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
DEPARTMENT OF
FACILITY MANAGEMENT
SCHOOL NO. 985
DENVER, CO
9100 E. 56TH AVE.
DESIGNED BY:
AW
DRAWN BY:
KM
CHECKED BY:
DATE:
APPROVED CONTRACT DOCUMENT SCALE:
AW
05/29/15
LEVEL 1 FIRE ALARM PLAN
AS NOTED
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
DATE:
SITE NO. 983
STAPLETON NORTHFIELD CAMPUS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
DENVER PUBLIC SCHOOLS
7/14/2015 2:49:33 PM
AUTHORITY
DWG. NO.
3-E4.01
SHEET:
OF:
983_2478_985 _OR_ 3-E4.01
2
COMMONS
C:\Revit Projects\2013\Project Path\E_DPS_COMMON_E13_Pete.Johnson.rvt
FAA
P
?
?
GENERAL NOTES:
ROOF LEVEL
ROOF LEVEL
IDF 3-110C
1.
REFER TO SYMBOL LEGEND FOR
ADDITIONAL REQUIREMENTS,
INCLUDING BUT NOT LIMITED TO,
INSTALLATION OF
COMMUNICATIONS, AUDIO/VISUAL,
AND SECURITY RACEWAY,
CABLING, AND DEVICES.
2.
CONTRACTOR SHALL
COORDINATE ROUTING AND
STUB-UP LOCATIONS FOR ALL
LOW VOLTAGE SYSTEMS RISER
CONDUIT DURING SHOP DRAWING
PROCESS. REFER TO ENLARGED
COMMUNICATIONS ROOM PLANS
FOR ADDITIONAL REQUIREMENTS.
3.
CABLE TRAY IS INDICATED ON
THIS DRAWING FOR REFERENCE
ONLY. REFER TO PLAN DRAWINGS
FOR ADDITIONAL REQUIREMENTS.
4.
REFER TO TELECOM GROUNDING
DETAILS FOR ADDITIONAL
REQUIREMENTS.
5.
ALL CONDUIT, CABLE TRAY,
LADDER RACK, AND EQUIPMENT
CABINETS/RACKS WITHIN
COMMUNICATIONS ROOMS SHALL
BE GROUNDED TO THE TELECOM
GROUNDING BUSBAR WITHIN THAT
RESPECTIVE ROOM.
6.
GROUNDING CONDUCTORS SHALL
BE INSULATED AND INSTALLED IN
CABLE TRAY OR CONTINUOUS
METALLIC CONDUIT WITH
PULL-BOXES AS REQUIRED.
7.
ALL CONDUIT USED FOR
GROUNDING CONDUCTORS SHALL
BE BONDED TO GROUND.
8.
PROVIDE BUILDING ENTRANCE
TERMINALS (BET) ON ALL
INTER-BUILDING COPPER
BACKBONE CABLES.
IDF 3-110C
1
IC
FIRST FLOOR
FIRST FLOOR
12 MM TYPE OM3
INDOOR/OUTDOOR (OFNR)
FIBER FROM SLC BLDG.
(2) 4" C. TO CAMPUS
HAND-HOLE
(1) 2" C. TO CAMPUS
HAND-HOLE
C
A
TECHNOLOGY FIBER OPTIC ONE-LINE DIAGRAM
NO SCALE
TECHNOLOGY RACEWAY ONE-LINE DIAGRAM
NO SCALE
KEY NOTES:
(SOME KEY NOTES MAY
NOT APPLY TO THIS SHEET.)
ROOF LEVEL
1
IC-ROOM: INTERMEDIATE CROSSCONNECT ROOM.
2
TERMINATE 18/4 CABLES ON WALL
MOUNTED 66-BLOCKS. PROVIDE
DEDICATED BLOCKS. LOCATE
WITH PAGING EQUIPMENT.
3
25-PAIR BET WITH 66 TYPE IN/OUT
WITH GAS TUBE MODULES PORTA
SYSTEMS #24100-66-M66PC OR
EQUIVALENT.
4
LOCAL SECURITY PANEL.
5
INTERMEDIATE CROSS-CONNECT:
PROVIDE 66-BLOCK ADJACENT
TO BET. FROM 66-BLOCK
PROVIDE 25-PAIR TIE CABLE TO
RACK MOUNTED PATCH PANEL.
AT PATCH PANEL TERMINATE
25-PAIR CABLE USING 1-PAIR
PER PORT.
ROOF LEVEL
IDF 3-110C
4
1
5
IDF 3-110C
2
1
IC
3
TMGB
FIRST FLOOR
FIRST FLOOR
#3/0 AWG
25-PAIR CAT. 3 OSP
CABLE FROM SLC
(3) OSP RATED 18 AWG, 4
CONDUCTOR, SHIELDED
CABLES FROM SLC
(2) OSP RATED 18 AWG, 6
CONDUCTOR, STRANDED, SHIELDED
CABLES FROM SLC
D
B
TECHNOLOGY GROUNDING ONE-LINE DIAGRAMS
NO SCALE
TECHNOLOGY COPPER ONE-LINE DIAGRAM
NO SCALE
C:\Revit Projects\2013\Project Path\T_DPS_COMMON_T13_mendez.rvt
ROOF LEVEL
CAT.6 UTP (CMP)
IDF 3-110C
FIRST FLOOR
1
07/15/15 ADDENDUM 3
05/29/15 FOR CONSTRUCTION
04/06/15 SCHEMATIC DESIGN
NO. DATE
DESCRIPTION OF REVISION
MADE
APPR'D
DENVER PUBLIC SCHOOLS
CAT. 6 (OSP RATED)
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
SCHOOL DISTRICT NO. 1
DESIGNED BY:
JH
DRAWN BY:
JM
CHECKED BY:
DATE:
NO SCALE
M-E
05/29/15
AS NOTED
TECHNOLOGY ONE-LINE
DIAGRAMS
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
TECHNOLOGY HORIZONTAL ONE-LINE DIAGRAMS
DATE:
DENVER, CO
9100 E. 56TH AVE.
APPROVED CONTRACT DOCUMENT SCALE:
E
SITE NO. 983
STAPLETON NORTHFIELD CAMPUS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
DEPARTMENT OF
FACILITY MANAGEMENT
SCHOOL NO. 985
DWG. NO.
3-T0.10
SHEET:
COMMONS
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
DENVER PUBLIC SCHOOLS
7/14/2015 2:51:48 PM
AUTHORITY
OF:
983_2478_985 _OR_ 3-T0.10
HC
GENERAL NOTES:
1
2
3
4
5
6
7
8
1. REFER TO SYMBOL LEGEND FOR ADDITIONAL REQUIREMENTS,
INCLUDING BUT NOT LIMITED TO, INSTALLATION OF COMMUNICATIONS AND
SECURITY RACEWAY, CABLING, AND DEVICES.
9
2. CABLE TRAY INSTALLER SHALL COORDINATE ALL CABLE TRAY
SEGMENTS WITH ALL CONTRACTOR TRADES PRIOR TO INSTALLATION TO
ENSURE PROPER MINIMUM CLEARANCES ARE OBTAINED FOR CABLE TRAY
ACCESSIBILITY WITH RESPECT TO ALL OTHER SYSTEMS INCLUDING, BUT
NOT LIMITED TO, STRUCTURE, CEILINGS, DUCTWORK AND PIPING.
MECHANICAL AND ELECTRICAL CONTRACTORS SHALL COORDINATE THIS
DURING THE SHOP DRAWING PROCESS AND SUBMIT TO
ARCHITECT/ENGINEER FOR FINAL REVIEW AND APPROVAL. REFER TO
TECHNOLOGY DETAILS AND WRITTEN SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS.
SEC:03
86
SEC:01
CAM:01
M
A
2
M
3-105A
2
3. CONTRACTOR(S) RESPONSIBLE FOR PROVIDING TELE/DATA RACEWAY
AND/OR CABLING SHALL ENSURE THAT THE PATHWAY (AND CABLE) TO
EACH DEVICE LOCATION DOES NOT EXCEED THE HORIZONTAL CABLE
LENGTH LIMITATIONS OF 295-FEET, PER WRITTEN SPECIFICATIONS AND
TIA/EIA STANDARDS.
SEC:02
M
M
3-108B
A
83
3-109B
53
C
WLAN
THEATER STORAGE
3-107
PA
OFFICE
3-105B
PA
4. WHERE COMMUNICATIONS AND/OR SECURITY DEVICES ARE LOCATED
IN AREAS WITHOUT ACCESSIBLE CEILING, SUCH AS GYP CEILINGS OR
AREAS OPEN TO STRUCTURE, RACEWAY INSTALLER SHALL PROVIDE
CONDUIT FROM THE OUTLET BOX TO THE NEAREST COMMUNICATIONS
CABLE TRAY OR IC ROOM.
PA
PA
PA
KITCHEN PANTRY
3-105
1
WATER ENTRY
3-108
TOILET
3-105A
ELECTRICAL
3-109
PA
PA
B
PA
IC
PA
POS/2
PA
81
CORRIDOR
3-106
SEC:07
PA
VESTIBULE
3-103.1
C
WLAN
REX
M
M
EL
KP
SEC:06
SEC:04
82
SEC:05
PA
92
69
KEY NOTES
3-106DA
C
CAM
+144"
1
1
88
SEC:17
CAM:06
?
92
1
80
1
1
+144"
*
+144"
1
1
1
*
+144"
PA
1
77
D
PA
WLAN
+144"
56
1
2
?
?
1
1
J
WLAN
R
1
SEC:16
W
PA
POS/2
MEN TOILET
3-102
61
REX
EL
M
R
3-106CA
R
WLAN
92
EL
M
1
FAMILY ASSIST TOILET
3-106A
M
1
PA
8. PROVIDE WHITE SPEAKERS IN ALL AREAS WITH EXCEPTION OF THE
PERFORMANCE PLATFORM. PROVIDE BLACK SPEAKERS AT PERFORMANCE
PLATFORM.
REX
PA
PA
D
7. PROVIDE WHITE FACEPLATES FOR COMMUNICATIONS DEVICES IN ALL
AREAS WITH THE EXCEPTION OF THE PERFORMANCE PLATFORM. PROVIDE
BLACK FACEPLATES AT PERFORMANCE PLATFORM.
1
3-T3.01
SCP
PA
PA
6. WIRELESS ACCESS POINT LOCATIONS ARE SHOWN FOR QUANTITY
ONLY. FINAL LOCATIONS WILL BE DETERMINED ONCE WIRELESS SURVEY
IS COMPLETE.
85
LAUNDRY
3-104B
69
B
62
TABLE & CHAIR STORAGE
3-103
3-100CA
5. COMMUNICATIONS PATHWAYS INCLUDING CABLE TRAY, CONDUITS AND
J-HOOKS ARE DEDICATED PATHWAYS FOR COMMUNICATIONS AND SHALL
NOT BE SHARED WITH OTHER SYSTEMS INCLUDING, BUT NOT LIMITED TO
AV, FIRE ALARM, LIGHTING CONTROL, PAGING, AND BUILDING CONTROLS.
1
C
PA
72
1
1
73
1
1
1
WOMENS TOILET
3-101
1
1
12" x 4" WIRE MESH CABLE
TRAY AT 11'-0" U.N.O.
1
1
1
PA
*
1
E
PERFORMANCE PLATFORM
3-110
2
1
+144"
1
1
1
E
78
SEATING
3-100
F
F
1
1
1
WLAN
1
1
2
+144"
53 WIRELESS CLOCK: PROVIDE 12" BATTERY OPERATED WIRELESS CLOCK
IN ALL CLASSROOMS AND AREAS SHOWN.
56 PROVIDE 1" CONDUIT FROM OUTLET BOX TO IC ROOM FOR (1) 18 AWG,
4-CONDUCTOR, SHIELDED CABLE FOR CONNECTION TO PAGING
SYSTEM.
61 FIRE RATED PATHWAY: PROVIDE EZ-PATH SERIES 44 OR EQUAL.
PROVIDE QUANTITY SHOWN.
62 (2) 4" AND (1) 2" CONDUITS FROM CAMPUS MANHOLE/HANDHOLE.
63 WEATHERPROOF J-BOX FOR OUTDOOR WIRELESS ACCESS POINT
ANTENNA MOUNTED AT 144" U.N.O. PROVIDE 1-1/2" CONDUIT FROM BOX
STUBBED THROUGH EXTERIOR WALL ABOVE CEILING.
64 OUTDOOR WIRELESS ACCESS POINT. LOCATE DATA OUTLET FOR WAP
WITHIN 2-FEET OF WAP J-BOX ON EXTERIOR WALL. COORDINATE
LOCATION WITH DPS-IT.
69 PROVIDE QUICK DISCONNECT FOR ELECTRIC STRIKES USED IN DOORS
WITH REMOVEABLE MULLIONS.
72 LARGE WIRELESS CLOCK: PROVIDE 15" BATTERY OPERATED WIRELESS
CLOCK IN GYM AND COMMONS.
73 12” X 4” WIRE MESH CABLE TRAY (BASKET TYPE). PROVIDE DIVIDER
STRIP TO SEPARATE COMMUNICATIONS CABLE FROM SECURITY CABLE.
74 (2) 2” CONDUITS FROM SECURITY OFFICE ABOVE CEILING TO CABLE
TRAY. AT CABLE TRAY TURN CONDUITS DOWN TO STOP APPROX. 6”
ABOVE TRAY.
75 ANALOG VOICE FOR FACP. COORDINATE TERMINATION WITH FA
INSTALLER.
77 LOCATE DATA OUTLET AND J-BOX FOR PAGING CONNECTION BEHIND AV
RACK. REFER TO AV DRAWINGS FOR RACK LOCATION.
78 LOCATE DATA FACEPLATE INSIDE AV WALL BOX. COORDINATE
LOCATION INSIDE BOX WITH AV CONTRACTOR.
80 MOTION SENSOR: PROVIDE BOSCH (ADEMCO) DS9360.
81 MOTION SENSOR: PROVIDE BOSCH (ADEMCO) DS778.
82 ALARM KEYPAD. PROVIDE BOSCH (ADEMCO) 6160.
83 INTERCOM CALL STATION: VIDEO CALL STATION AIPHONE #AX-DV WITH
SBX-AXDV30 ANGLED SURFACE MOUNT BOX MOUNTED AT 48" AFF U.O.N.
84 MASTER STATION: AUDIO VIDEO MASTER STATION AIPHONE #AX-8MV.
85 INTERCOM EXCHANGE UNIT: AIPHONE #AX-084C. COORDINATE EQ. RACK
LOCATION WITH DPS SECURITY.
86 EXTERIOR CORNER MOUNT SECURITY CAMERA: PROVIDE CAMERA WITH
CORNER MOUNT AT 144" U.O.N.
88 INTERIOR WALL MOUNTED SECURITY CAMERA.
92 DATA OUTLET FOR ACCESS CONTROL SYSTEM: PROVIDE DATA AT
SECURITY J-BOX LOCATED ABOVE DOOR.
1
78
1
1
PA
*
+144"
1
COORDINATE ROUTING
OF CONDUIT WITH
VERTICAL DUCT
C
1
72
O
1
PLATFORM CIRCULATION
3-110B
1
80
SEC:12
SEC:18
3-100B
SEC:14
WP
G
+144"
WLAN
O
H
3-100A
M
86
1
J
SECURITY
3-100B
2
M
WLAN
63
CAM:02
64
PA
63
CAM
CAM
CAM
1
74
M
M
CAM:05
86
CAM
1
88
3-100C
64
1
SEC:19
CAM:04
PA
SEC:15
1
H
+144" *
+144" WLAN
3-100D
G
1
1
J
1
WP
1
1
1
WLAN
1
SEC:11
SEC:13
D
DR
IC P
VM 4
84
PA
SEC:10
75
92
KP
69
REX
M
M
M
3-100AC
M
3-100AB
SEC:20
M
EL
M
3-100AA
SEC:09
SEC:08
J
82
R IC
83
K
1
2
3
4
4.5
5
6
7
8
9
07/15/15 ADDENDUM 3
05/29/15 FOR CONSTRUCTION
04/06/15 SCHEMATIC DESIGN
NO. DATE
DESCRIPTION OF REVISION
MADE
APPR'D
DENVER PUBLIC SCHOOLS
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
N
1
LEVEL 1 TECHNOLOGY PLAN
1/8" = 1'-0"
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
SCHOOL DISTRICT NO. 1
DEPARTMENT OF
FACILITY MANAGEMENT
SCHOOL NO. 985
DENVER, CO
9100 E. 56TH AVE.
DESIGNED BY:
JH
DRAWN BY:
JM
CHECKED BY:
DATE:
APPROVED CONTRACT DOCUMENT SCALE:
M-E
05/29/15
LEVEL 1 TECHNOLOGY PLAN
AS NOTED
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
DATE:
SITE NO. 983
STAPLETON NORTHFIELD CAMPUS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
DENVER PUBLIC SCHOOLS
7/14/2015 2:51:50 PM
AUTHORITY
DWG. NO.
3-T2.01
SHEET:
OF:
983_2478_985 _OR_ 3-T2.01
1
COMMONS
C:\Revit Projects\2013\Project Path\T_DPS_COMMON_T13_mendez.rvt
J
2
V
CAM:03
GENERAL NOTES:
1. REFER TO SYMBOL LEGEND FOR ADDITIONAL REQUIREMENTS,
INCLUDING BUT NOT LIMITED TO, INSTALLATION OF COMMUNICATIONS
AND SECURITY RACEWAY, CABLING, AND DEVICES.
2. CABLE TRAY INSTALLER SHALL COORDINATE ALL CABLE TRAY
SEGMENTS WITH ALL CONTRACTOR TRADES PRIOR TO INSTALLATION
TO ENSURE PROPER MINIMUM CLEARANCES ARE OBTAINED FOR
CABLE TRAY ACCESSIBILITY WITH RESPECT TO ALL OTHER SYSTEMS
INCLUDING, BUT NOT LIMITED TO, STRUCTURE, CEILINGS, DUCTWORK
AND PIPING. MECHANICAL AND ELECTRICAL CONTRACTORS SHALL
COORDINATE THIS DURING THE SHOP DRAWING PROCESS AND
SUBMIT TO ARCHITECT/ENGINEER FOR FINAL REVIEW AND APPROVAL.
REFER TO TECHNOLOGY DETAILS AND WRITTEN SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS.
3. CONTRACTOR(S) RESPONSIBLE FOR PROVIDING TELE/DATA
RACEWAY AND/OR CABLING SHALL ENSURE THAT THE PATHWAY (AND
CABLE) TO EACH DEVICE LOCATION WITHIN EACH BOUNDARY DOES
NOT EXCEED THE HORIZONTAL CABLE LENGTH LIMITATIONS OF 295FEET, PER WRITTEN SPECIFICATIONS AND TIA/EIA STANDARDS.
4. RACEWAY INSTALLER SHALL PROVIDE CONDUIT THROUGH WALLS
AND ACROSS INACCESSIBLE CEILING SPACES TO ENSURE
UNOBSTRUCTED CABLING PATHWAYS ARE PROVIDED FROM EACH
DEVICE LOCATION BACK TO THE APPROPRIATE IC-ROOM (AS INDICATED
BY DIVIDER LINES).
5. ALL TELE/DATA CABLE ROUTED IN J-HOOKS SHALL BE ROUTED IN
DEDICATED J-HOOKS, SEPARATE FROM ALL OTHER LOW VOLTAGE
CABLING SYSTEMS INCLUDING, BUT NOT LIMITED TO, AV, FIRE ALARM,
SECURITY, AND CONTROLS CABLING.
6. EQUIPMENT SHOWN IN RACK ELEVATIONS IS DEPICTED FOR DESIGN
INTENT AND NOT INTENDED TO CONVEY EXACT QUANTITIES.
CONTRACTOR SHALL DETERMINE EXACT QUANTITIES OF PATCH
PANELS AND WIRE MANAGERS FOR EACH COMMUNICATONS ROOM.
KEY NOTES
1
1
1
38 PLYWOOD BACKBOARD: PROVIDE 4' X 8' X 3/4" FIRE RESISTANT MARINE
GRADE PLYWOOD BACKBOARD MOUNTED ON WALLS AT 6" AFF TO 102"
AFF.
40 VERTICAL CABLE TRAY: PROVIDE 12-INCH LADDER RACK MOUNTED
VERTICALLY ON WALL FOR CABLE SUPPORT.
41 HORIZONTAL CABLE TRAY: PROVIDE 18"W X 1-1/2"D LADDER RACK TYPE
CABLE TRAY AROUND ROOM PERIMETER AND ABOVE EQUIPMENT
RACKS. LADDER RACK SHALL BE MOUNTED AT 90" AFF AROUND ROOM
PERIMETER (OFFSET 6" FROM WALL) AND ABOVE EQUIPMENT RACKS.
43 VERTICAL CABLE MANAGERS: PROVIDE 12-INCH WIDE VERTICAL CABLE
MANAGERS IN BETWEEN RACKS AND 8-INCH VERTICAL CABLE
MANAGERS ON THE ENDS OF EACH EQUIPMENT RACK.
44 COPPER BACKBONE CROSS-CONNECT: PROVIDE RACK MOUNTED RJ-45
PATCH PANELS IN RACK FOR TERMINATION OF COPPER BACKBONE
CABLING.
45 FIBER OPTIC BACKBONE CROSS-CONNECT: PROVIDE RACK MOUNTED
FIBER OPTIC TERMINATION SHELF (WITH ACCESSORIES) IN "RACK XX"
FOR TERMINATION OF FIBER BACKBONE CABLE.
46 HORIZONTAL CROSS-CONNECT: PROVIDE RACK MOUNTED RJ-45 PATCH
PANELS IN RACK FOR TERMINATION OF ALL HORIZONTAL VOICE/DATA
CABLES.
47 TELECOM GROUNDING BUSBAR (TMGB, TGB OR I-TGB): PROVIDE
TELECOM GROUNDING BUSBAR FOR GROUNDING OF EQUIPMENT
WITHIN COMM ROOM. REFER TO TELECOM GROUNDING ONE-LINE AND
DETAILS FOR ADDITIONAL REQUIREMENTS.
60 EQUIPMENT RACK: PROVIDE 19" X 84" 2-POST EQUIPMENT RACK.
61 FIRE RATED PATHWAY: PROVIDE EZ-PATH SERIES 44 OR EQUAL.
PROVIDE QUANTITY SHOWN.
62 (2) 4" AND (1) 2" CONDUITS FROM CAMPUS MANHOLE/HANDHOLE.
66 PROVIDE 24-PORT CAT6 PATCH PANEL IN EQ. RACK WITH (6) CAT 6
CABLES TO WALL MOUNTED 6-PORT SURFACE BOX.
67 WALL MOUNTED 66-BLOCKS FOR PAGING SYSTEM.
76 LOCATE DATA ADJACENT TO SECURITY PANEL.
8
62
47
1
66-BLK
TMGB
66
44
76
SCP
HCIC IC
67
38
45
60
46
43
TYP.
41
W
TYP.
61
40
8
BLDG 3 ENLARGED IDF PLAN
1/4" = 1'-0"
07/15/15 ADDENDUM 3
05/29/15 FOR CONSTRUCTION
04/06/15 SCHEMATIC DESIGN
NO. DATE
DESCRIPTION OF REVISION
MADE
APPR'D
DENVER PUBLIC SCHOOLS
DEPARTMENT OF FACILITY MANAGEMENT
c 2013 LOA Architecture
SCHOOL DISTRICT NO. 1
DENVER, CO
9100 E. 56TH AVE.
DESIGNED BY:
JH
DRAWN BY:
JM
CHECKED BY:
DATE:
APPROVED CONTRACT DOCUMENT SCALE:
M-E
05/29/15
AS NOTED
ENLARGED TECHNOLOGY
PLAN
ARCHITECT OF RECORD
ASSOCIATE ARCHITECT
H+L ARCHITECTURE
LOA ARCHITECTURE
1755 BLAKE STREET, SUITE 400 480 EAST 20TH AVENUE
DENVER, CO 80202
DENVER, CO 80205
P 303.298.4700
P 303.863.9080
DATE:
SITE NO. 983
STAPLETON NORTHFIELD CAMPUS
Submission or distribution of this drawing to meet
official or regulatory requirements or for other
purposes in connection with the project is not to
be construed as publication in derogation of any
of the rights of LOA Architecture.
DEPARTMENT OF
FACILITY MANAGEMENT
SCHOOL NO.
DWG. NO.
3-T3.01
SHEET:
OF:
983_2478
This drawing is an instrument of service and shall
remain the property of LOA Architecture. This
drawing and the concepts and ideas contained
herein shall not be used, reproduced, revised, or
retained without the express written approval of
LOA Architecture.
DENVER PUBLIC SCHOOLS
7/14/2015 2:51:51 PM
AUTHORITY
_OR_ 3-T3.01
1
COMMONS
C:\Revit Projects\2013\Project Path\T_DPS_COMMON_T13_mendez.rvt
1