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Transcript of 07/$'4 241,'%6 07/$'4 5*''6 07/$'4 - SharePoint wall see mechanical plans exisiting walls 7 a1.4 ......
A
C
FREDERICK S. NORMAN
DR
NUMBER 5878R
TSIGE
E E AR
TATS
E OF AL
T
H
CE
I T
BA
AM
A1.48
A1.4
6
1A1.4
P2
P2
P2
P2
P1
P1
CT
CT
A1.4
6
9' -
7 3/
32"
9' -
2 23
/32"
11' - 9 55/64"
3' - 1 63/64"
0' -
7 1/
8"
ACT-1
ACT-1
MOSAIC TILE
CEMENT BOARD
METALSTUD WALL
SEE MECHANICAL PLANSEXISITING WALLS
7A1.4
0' -
2"
0' -
11 1
/2"
0' -
2"
0' - 2"
1' -
4"
0' - 10"
0' -
2"
0' -
7 1/
8"
1' -
2"
ACCESS DOOR
3' - 2"
0' - 2"
Level 333' - 8 1/4"
Level 3.541' - 10 15/16"
7' -
1 1/
4"
MOSAIC TILE
PAINT
6" TILE BASE
0' -
6"6'
- 7
1/4"
(EXISTING TILE)
(EXISTING PAINTED GYP.)
12" X 18" ACCESS DOOR
1' - 0"
1' -
6"
NOTE:ACCESS DOOR NON-RATED RECESSED ACCESS DOORWITH CONCEALED HARDWARE FOR FLUSH INSTALLATION,FINISH: STAINLESS STEEL,
Level 333' - 8 1/4"
ATTIC50' - 7 1/4"
Level 3.541' - 10 15/16"
EXISTING WALL
METAL STUD WALLWITHGYP. BD AND MOSAICTILE
GYP BOARD TOTERMINATE 6"ABOVE CEILING
METAL STUD WALL ,TERMINATE ATSTRUCTURE ABOVE
SUSPENDED CEILINIG
DEMO CEILINGGRID AND TILE
9' -
7 3/
32"
9' -
2 23
/32"
11' - 9 55/64"
DEMO CMU WALLFOR DUCTS3' - 3"
9' -
7 3/
32"
9' -
2 23
/32"
11' - 9 55/64"
ACT-1
ACT-1
LEVEL 10' - 0"
LEVEL 217' - 8"
BASEMENT LEVEL-10' - 3 1/4"
Level 333' - 8 1/4"
ATTIC50' - 7 1/4"
ROOF58' - 1 1/4"
Level 2.525' - 9"
Level 3.541' - 10 15/16"
Level 1.58' - 9 3/4"
PATCH AND REPAIR EXISTINGSTUCCO WALL (TYPICAL)
PAINT ALL VERTICALWALL SURFACES INSTAIRWELL
PATCH AND REPAIR EXISTINGSTUCCO WALL (TYPICAL)
PAINT ALL VERTICALWALL SURFACES INSTAIRWELL
PATCH AND REPAIR EXISTINGSTUCCO WALL (TYPICAL)
PAINT ALL VERTICALWALL SURFACES INSTAIRWELL
PATCH AND REPAIR EXISTINGSTUCCO WALL (TYPICAL)
PAINT ALL VERTICALWALL SURFACES INSTAIRWELL
PATCH AND REPAIR EXISTINGSTUCCO WALL (TYPICAL)
PAINT ALL VERTICALWALL SURFACES INSTAIRWELL
140
WES
T O
XMO
OR
RD
., SU
ITE
200
HO
MEW
OO
D, A
L. 3
5219
(205
) 942
-662
0P.
O. B
OX
1927
9(2
05) 9
42-6
621
FAX
CONSULTING ENGINEERS
PRO
JEC
T N
O.
CHB MECHANICAL, LLC
CH
B
SNA
SNA
14038
Facilities Management
1161 West Samford Avenue
Safety is our first priority.Think Safety. Act Safely.
RevisionNo. Date
Sam
ford
Hal
l X
-03-
04In
stal
latio
n of
an
Ener
gy R
ecov
ery
Uni
t
Aub
urn
Uni
vers
ity P
roje
ct N
umbe
r 15-
040
0603-16
AU # 15-040
DRAWN BY:
CHECKED BY:
DATE:
FILE NUMBER:
PROJECT NUMBER:
SHEET NUMBER:
SHEET TITLE:
06/03/16
Auburn University, AL 36849
Phone: (334) 844-4810
Fax: (334) 844-9458
A1.4
BATHROOMDETAILS
1/4" = 1'-0"5 BATHROOMS - NEW WORK
1/4" = 1'-0"4 BATHROOM- NEW WORK RCP FLOOR 3
3" = 1'-0"8 FURRED WALL- DETAIL
1/2" = 1'-0"6 BATHROOM- NEW FINISHES
NOTES:
1. RE- INSTALL ALL EXISTING CEILING MOUNTED DEVICES(FIRE ALARM& OCCUPANCYSENSORS) AND EXISTING LIGHTING FIXTURES AT PREVIOUS LOCATIONS
2. INSTALL CEILING GRID IN CURRENT LOCATIONS AUTO SPRINKLER HEADS TO BEPLACED IN THE CENTER OF CEILING TILE.
FINISH SCHEDULE
FINISH MARK FINISH ITEM MANUFACTURER NAME/COLOR NOTES
ACT-1 ACOUSTIC CEILING TILE 2X2 ARMSTRONG (OR EQUAL) CIRRUS TEGULAR / WHITE, 3/4' THICK 15/16" EXPOSED TEE GRID, 24X24 TILECT MOSAIC TILE DALTILE BEACH DK04P1 TILE-CLAD SHERWIN-WILLIAMS MATCH EXISTING TILE-CLAD HIGH SOLIDS EPOXY (IN BATHROOMS)P2 WALL PAINT SHERWIN-WILLIAMS MATCH EXISTING IN STAIRWELL
1/2" = 1'-0"7 FURRED WALL SECTION
1/4" = 1'-0"2 BATHROOM-RCP DEMO FLOORS 2 & 3
3 OF 19
1/4" = 1'-0"3 BATHROOM- NEW WORK RCP FLOOR 2
1/4" = 1'-0"1 LONGITUDINAL SECTION THRU STAIRS
W8X
10
W8X
10
W10X
26
W8X
10
W10X26
W10X26
LOCATE BEAM DIRECTLYOVER CENTERLINE OFEXISTING WOOD GIRDER -ADD STEEL SHIMS SO AS TOPROVIDE FULL BEARING OF ENTIRELENGTH OF BEAM ON WOOD FLOORING
NEW ERU 8000# WT.20'-0" x 6'-6" APPROXIMATESIZE. GENERAL CONTRACTORCOORDINATE EXACT SIZEWITH STEEL FRAMING
EXISTINGSOLID BRICK
CHIMNEY
EXISTING 14.5"x11.5"WOOD GIRDER
EXISTING ROUND CASTIRON COLUMN BELOW
1
S1.0
EXISTING EAST EXTERIORWALL OF BUILDING
EQ
6' -
6"
EQ
EXISTINGSTAIR TOWER
EXISTINGSTAIR TOWER
1' - 0" 6' - 6" 13' - 6"
FIELD VERIFY
EXISTINGWOOD JOISTS
EXISTINGWOOD JOISTS
NEW BEAM -SEE PLAN
EXISTING ATTICFLOOR
ERU
L3 1/2x3 1/2x5/16 x 0'-7"EACH SIDE OF WEB.ATTACH TO WEB WITH (2) 3/4"ØA325 BOLTS. ATTACH EACH ANGLETO EXISTING MASONRY W/ (2) 3/4"ØHILTI HAS RODS EMBEDDED 8"USING HILTI HIT HY70 ADHESIVEANCHOR (4 RODS TOTAL).
EXISTING SOLIDBRICK CHIMNEY
Typical Beam to Beam Connection
NEW BEAM -SEE PLAN
EXISTINGATTIC FLOOR
NEW ERUBY MECH
(2) L3 1/2x3 1/2x5/16 x 0'-6"EACH SIDE OF WEB BOLTEDTO EACH BEAM W/ (2) 3/4"ØA325 BOLTS
GENERAL NOTES
1. GENERAL
1.1 THE STRUCTURAL DRAWINGS AND SPECIFICATIONS ARE A PORTION OF THE
CONSTRUCTION DOCUMENTS. THE CONTRACTOR AND SUBCONTRACTORS SHALL
REFERENCE AND COORDINATE WITH ALL OTHER DISCIPLINES' DRAWINGS.
ANY DISCREPANCIES OR OMISSIONS SHALL BE REPORTED TO THE STRUCTURAL
ENGINEER AND ARCHITECT.
1.2. DESIGN CRITERIA:
A. CODES AND SPECIFICATIONS:
1. GENERAL BUILDING CODE:
INTERNATIONAL EXISTING BUILDING CODE, 2012 EDITION.
2. DESIGN LOAD CRITERIA:
MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
AMERICAN SOCIETY OF CIVIL ENGINEERS, ASCE 7
3. STRUCTURAL STEEL:
SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS,
AMERICAN INSTITUTE OF STEEL CONSTRUCTION, AISC 360.
B. DESIGN LOADS (PSF):
1. DEAD LOADS:
ANY CHANGES IN CONSTRUCTION MATERIALS FROM THOSE SHOWN
ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS SHALL BE
REPORTED BY THE CONTRACTOR TO THE STRUCTURAL ENGINEER
FOR VERIFICATION OF LOAD-CARRYING CAPACITY OF THE STRUCTURE.
2. LIVE LOADS:
NEW AHU IN ATTIC-------------------------------4000#
1.3. EXISTING CONDITIONS:
A. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS AND
SITE CONDITIONS PRIOR TO FABRICATION/CONSTRUCTION. NOTIFY
STRUCTURAL ENGINEER AND ARCHITECT OF ANY DISCREPANCIES PRIOR
TO FABRICATION/CONSTRUCTION.
1.4. INSPECTIONS/OBSERVATIONS:
A. STRUCTURAL OBSERVATION BY STRUCTURAL ENGINEER'S OFFICE.
1. STRUCTURAL OBSERVATION IS VISUAL OBSERVATION OF THE IN-
PLACE STRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVED
CONSTRUCTION DOCUMENTS AT THE TIME OF THE OBSERVATION.
2. CONTRACTOR SHALL NOTIFY STRUCTURAL ENGINEER AND ARCHITECT,
PER THE SCHEDULE STATED BELOW, WHEN SUCH ITEMS HAVE
PROGRESSED TO THE POINT WHERE THEY WILL BE IN PLACE AND
READY FOR REVIEW. FAILURE TO NOTIFY MAY REQUIRE REMOVAL OF
COMPLETED CONSTRUCTION.
NOTIFY PRIOR TO THE REQUIRED DAYS
FOLLOWING SCHEDULED TASKS NOTIFICATION
__________________________________________________________
INSTALLATION OF RTU-----------------------------2 DAYS
1.5. SUBMITTALS:
A. REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS BY THE STRUCTURAL
ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO
REVIEW AND CHECK SHOP DRAWINGS BEFORE SUBMITTING TO THE STRUCTURAL
ENGINEER. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND
OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY
PERTAIN TO MEMBER SIZES, DETAILS, AND DIMENSIONS SPECIFIED IN THE
CONTRACT DOCUMENTS. ALL SHOP DRAWINGS MUST BE REVIEWED AND
"APPROVED" BY THE CONTRACTOR PRIOR TO SUBMITTAL.
B. ELECTRONIC SHOP DRAWING SUBMITTALS: SUBMIT ALL ELECTRONIC
SHOP DRAWINGS IN .PDF FORMAT. REVIEWED SHOP DRAWINGS WILL BE
RETURNED IN .PDF FORMAT. ALL PRINTS REQUIRED BY THE CONTRACTOR ARE
THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE MADE AFTER
APPROVED SHOP DRAWINGS ARE RETURNED.
C. RESUBMITTED SHOP DRAWINGS: RESUBMITTED SHOP DRAWINGS SHALL HAVE
ALL CHANGES SINCE THE PREVIOUS SUBMISSION IDENTIFIED BY CLOUDING
OR OTHER CLEAR COMMUNICATION. RE-REVIEWED SHOP DRAWINGS WILL ONLY
BE REVIEWED FOR IDENTIFIED CHANGES.
D. SHOP DRAWINGS: THE CONTRACTOR SHALL SUBMIT FOR STRUCTURAL ENGINEER
REVIEW SHOP DRAWINGS FOR THE FOLLOWING ITEMS.
1. STRUCTURAL STEEL
1.6. ALL DETAILS SHOWN ARE TYPICAL. SIMILAR DETAILS APPLY TO SIMILAR
CONDITIONS, UNLESS NOTED.
1.7. THE CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES,
AND PROCEDURES OF CONSTRUCTION.
1.8. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS/ROOFS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT LOADS
DO NOT EXCEED THE DESIGN LIVE LOAD.
2. STRUCTURAL STEEL
2.1. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH AISC
"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES".
2.2. STRUCTURAL STEEL: ASTM A992 FOR WIDE FLANGE BEAMS AND COLUMNS; ASTM A36
FOR CHANNELS, PLATES, AND ANGLES.
2.3. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELD
3/16". FIELD WELDING IS NOT ACCEPTABLE.
2.4. BOLTED CONNECTIONS: BEARING TYPE A325-N IN ACCORDANCE WITH AISC
"SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS".
BOLTS THROUGH 4" WIDE BEAM FLANGES SHALL BE 5/8" DIAMETER. OTHER BOLTS
SHALL BE 3/4" DIAMETER. USE SNUG TIGHT BEARING CONNECTIONS FOR
ALL BOLTED CONNECTIONS.
2.5. BOLTS SHOWN IN SECTIONS AND DETAILS ARE A SCHEMATIC INDICATION
THAT BOLTS MAY BE USED. ACTUAL NUMBER, UNLESS SPECIFIED, TO BE
IN ACCORDANCE WITH AISC.
2.6. ALL NON-COMPOSITE BEAM CONNECTIONS SHALL BE "SIMPLE SHEAR CONNECTIONS",
UNLESS NOTED.
3. POST INSTALLED ANCHORS
3.1. POST INSTALLED ANCHORS SHALL COMPLY WITH ACI-318 APPENDIX D.
3.2. ACCEPTABLE MANUFACTURERS SHALL INCLUDE BUT ARE NOT LIMITED TO
HILTI, INC. AND SIMPSON STRONG-TIE COMPANY, INC.
3.3. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE
MANUFACTURER'S WRITTEN INSTRUCTIONS. SUBSTITUTION REQUESTS, FOR
PRODUCTS OTHER THAN THOSE SHOWN SHALL BE SUBMITTED BY THE
CONTRACTOR ALONG WITH PREPARED DOCUMENTATION DEMONSTRATING EQUAL
SUBSTITUTION THAT THE PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT
PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE
APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE
BUILDING CODE.
3.4. THE CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S INSTALLATION
GUIDELINES, SPECIFICATIONS, AND RECOMMENDATIONS.
3.5. MASONRY ANCHORS:
1. ANCHORAGE TO HOLLOW CONCRETE MASONRY/UNREINFORCED CLAY BRICK
MASONRY:
B. ADHESIVE ANCHORS WITH SCREEN TUBES SHALL BE TESTED AND
QUALIFIED IN ACCORDANCE WITH ICC-ES AC58 OR AC60, AS
APPROPRIATE. THE APPROPRIATE SCREEN TUBE SHALL BE USED
AS RECOMMENDED BY THE ADHESIVE MANUFACTURER.
A
A
L
B A
A
M
NE
REENI
G
PROFESSIONAL
L
ICE N S E
D
No. 29133
DA
N
I E L M . F R A N K
LI N
140 W
ES
T O
XM
OO
R R
D., S
UIT
E 2
00
CONSULTING ENGINEERS
HO
ME
WO
OD
, A
L. 35219
(205)
942-6
620
PR
OJE
CT
NO
.
P.O
. B
OX
19279
(205)
942-6
621 F
AX
CHB MECHANICAL, LLC
CH
B
MainFax
(205) 251-4500(205) 324-4181
PROJECT NO.
LBYD, Inc.Civil and Structural Engineers716 South 30th StreetBirmingham, AL 35233
C copyright 2015
These drawings and design intent are the sole property of
LBYD, Inc. which may not be reproduced without written permission
Facilities Division1161 West Samford Avenue
Auburn University, AL 36849Phone: (334) 844-9450Fax: (334) 844-9458
Safety is our first priority.Think Safety. Act Safely.
SHEET NUMBER
PROJECT NUMBER
FILE NUMBER
DATE
CHECKED BY
DRAWN BY
AU # 15-040
Sam
ford
Hal
l -X
-03-0
4
101-14-160.002
16048
ERU SUPPORT IN ATTIC
CJM
DMF
06-03-16
6-03-16
4 of 19
4/2
8/2
01
6 9
:49
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AM
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Num
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15-0
40
S1.0 1/4" = 1'-0"
ERU Support Framing at Attic
3/4" = 1'-0"S1.01 Section
Rev Phase Date
RIGHT SIDE
LEFT SIDE
UNIT LENGTH = 230
UN
IT
H
EIG
HT
=
6
5
UN
IT
W
ID
TH
=
8
2
5
S/A
60" X
16" O
PE
NIN
G
MOP MOP
2'' 20ga Solid Galv. = 172
2'' 22ga Perf
Galv./Mylar = 58
UN
IT
H
EIG
HT
=
1
13
ACCESS
DOOR
ACCESS
DOOR
ACCESS
DOOR
ACCESS
DOOR
ACCESS
DOOR
ACCESS
DOOR
ACCESS
DOOR
63
54
5
O/A
60" X
24" D
AM
PE
R
ACCESS
DOOR
E/A
66" X
18" O
PE
NIN
G
R/A
66" X
18" D
AM
PE
R
HE
AT
WH
EE
L (1)
2" P
RE
-F
ILT
ER
48" X
72"(1)
2" P
RE
-F
ILT
ER
36" X
72"(2)
CO
OLIN
G C
OIL (1)
30" D
RA
IN
P
AN
HE
AT
IN
G C
OIL (2)
DEMOUNT
= 25
DEMOUNT
= 33
DEMOUNT
= 18
DEMOUNT
= 33
DEMOUNT
= 33
DEMOUNT
= 30DEMOUNT
= 33
DEMOUNT
= 25
ACCESS
DOOR
ACCESS
DOOR
A/D TOSL PKS
FIBERGLASS (2)
24W X 45H
A/D TOSL
FIBERGLASS (1)
24W X 60H
A/D TOSL
FIBERGLASS (3)
18W X 60H
A/D TOSL
FIBERGLASS (4)
18W X 45H
A/D TOSL
FIBERGLASS (5)
24W X 60H
A/D TOSL
FIBERGLASS (6)
24W X 45H
A/D TOSL
FIBERGLASS (7)
24W X 45H
A/D TOSL
FIBERGLASS (8)
18W X 60H
A/D TOSL
FIBERGLASS (9)
18W X 60H
A/D TOSL PKS
FIBERGLASS (10)
24W X 60H
25 12 17 4 18 2 31 2 31 2 28 4 29 24
SUPPLY
RETURN
CLG-O
C
C
OA DA
SF-C
SF-S
SDR-1
DA-T
SF VFD
OA-VP
LT-A
DAPHI-A
MA-T
NC
OAD-O
SF-O
AHU SEQUENCE OF OPERATION
SUPPLY FAN CONTROL
: THE SUPPLY FAN WILL BE STARTED BASED ON OCCUPANCY SCHEDULE. WHEN THE SUPPLY FAN STATUS INDICATES THE FAN
STARTED, THE CONTROL SEQUENCE WILL BE ENABLED. THE SUPPLY FAN WILL MODULATE TO CONSTANT VOLUME SETTING ON DRIVE,
DETERMINED THROUGH TESTING AND BALANCING. UPON A LOSS OF AIRFLOW, THE SYSTEM WILL AUTOMATICALLY RESTART.
OA CONTROL
: THE OA DAMPER WILL OPEN AND CLOSE AS REQUIRED TO MAINTAIN THE OA FLOW SETPOINT. THE FRESH AIR INTAKE
OF THE UNIT WILL BE LIMITED TO PREVENT THE MIXED AIR TEMPERATURE FROM FALLING BELOW THE LOW LIMIT SETPOINT.
TEMPERATURE CONTROL
: THE DISCHARGE AIR TEMPERATURE SETPOINT WILL BE RESET AS ZONE TEMPERATURE CHANGES.
OCCUPIED MODE
: THE OCCUPANCY MODE WILL BE CONTROLLED VIA A NETWORK INPUT. THE OCCUPANCY MODE CAN ALSO BE OVERRIDDEN BY A
NETWORK INPUT.
UNOCCUPIED MODE
: THE UNIT WILL REMAIN OFF DURING UNOCCUPIED PERIODS.
COOLING COIL/HEATING COIL
: THE COILS WILL MODULATE TO MAINTAIN THE EXHAUST TEMPERATURE SETPOINT 75° (ADJ.). WHEN THE UNIT IS SHUTDOWN, THE
COILS WILL BE COMMANDED TO A PRESET POSITION SHOULD THE MIXED AIR TEMPERATURE FALL BELOW 35° (ADJ.) SETPOINT.
UPON A LOSS OF AIRFLOW, THE COILS WILL BE OFF.
ADDITIONAL POINTS MONITORED BY THE FMS
:
· LOW TEMPERATURE ALARM (LT-A)
Point Name Description
AO CLG-O Cooling Output
AI DA-T Discharge Air Temperature
BI LT-A Low Temperature Alarm
AI MA-T Mixed Air Temperature
AO OAD-O Outdoor Air Damper Output
AI OA-VP Outdoor Air Velocity Pressure/CFM
BO SF-C Supply Fan Command
AO SF-O Supply Fan Output
BI SF-S Supply Fan Status
L H
OA
BO - Outside Air Damper
BI - Outside Air Damper Status
T
M
T
N.C.
N.C.
S
S
Starter
CT
BO - Enthalpy Wheel Start/Stop
BI - Enthalpy Wheel Status
AI - Enthalpy Wheel Discharge Air Temp
AI - Relief Air Temp
AI - Outside Air Temp
AI - Exhaust Air Temp
BO - Enthalpy Wheel Bypass Dampers
BO - Enthalpy Wheel Bypass Dampers
RAEA
T
AI - Zone Temp
DA
M
VFD
CT
BI - Supply Fan Status
BO - Supply Fan Start/Stop
T
AI - Discharge Air Temp
BI - Freezestat BI - Smoke Detector
BI - Exhaust Fan Status
BO - Exhaust Fan Start/Stop
M
CT
VFD
EA
H
H
AI - Outside Air Humidity
AI - Enthalpy Wheel Discharge Air Humidity
AI - Relief Air Humidity
HWS
HWR
AO - Heating Valve
M
AO - Cooling Valve
CHS
CHR
CHW
M
H
AI - Zone Humidity
T
HW
EF
N.C.
T
TH T
AI - Cooling Coil Temp
2-Way Control Valve (U.N.O)2-Way Control Valve (U.N.O)
H
AI - Discharge Air Dew Point
AO - Exhaust Fan VFD Speed
BI - Exhaust Fan VFD Fault
AO - Supply Fan VFD Speed
BI - Supply Fan VFD Fault
AI - Air Flow Measuring
AI - Air Flow Measuring
RA
AO HTG-O Heating Output
RETURN
SUPPLY
HTG-O
H
C
S
AI - Temperature Sensor
in Exhaust Duct
FILTER DP
Filter Section
(No Adjustment Or Indication
At Thermostat)
(No Adjustment Or Indication
At Humidistat)
Locate On Both Ground And
Third Floors, See Plans.
Filter Section
AI - Differential Pressure
Filter Section
AI - Differential Pressure
208A
208B
208C
208
206
208D
204
202E
202
202D
202B
202C
201
203
203B
205
207
200A
209
209C
209B
209F
209E
209H
211C
211B
211A
212
211
213
215
213A
213E
213B
215A
213D
209A
203D
202A
WOMEN
200C
MEN
200D
V201
C201
213C
203A
203C
205A
205B
205C
310F
310E
310C
310
310G
310B
310A
306A
306
306B
304
302
302D
302C
302A
302B
301A
301B
301
303A
305
307C
307B
307E
307D
307F
307G
309A
311
311A
311B
303B
303
302E
WOMEN
300C
MEN
300D
310H
310D
307
307A
309B
309
309C
314A
300A
C301
C303
V301
C304
C302
305A
314
305B
401D
401C
401A
401B
401E
V401
V403
V402
V404
23
13
11
9
A
11
A
7
7
5A
A
6
6
B
6
WOM
5
B1
4
MEN
4B
14
4
4A
29A
28C
29
23A
29B
23B
15
23H
28
28B
26
28A
G1
23
18B
18A
A
9
C
11
A
13
B
11
16
23D
18
23C
23E
23F
23G
C001
C002
C003
V002
V001
X001
C004
16C
16A
16B
28D
208A
208B
208C
208
206
208D
204
202E
202
202D
202B
202C
201
203
203B
205
207
200A
209
209C
209B
209F
209E
209H
211C
211B
211A
212
211
213
215
213A
213E
213B
215A
213D
209A
203D
202A
WOMEN
200C
MEN
200D
V201
C201
213C
203A
203C
205A
205B
205C
310F
310E
310C
310
310G
310B
310A
306A
306
306B
304
302
302D
302C
302A
302B
301A
301B
301
303A
305
307C
307B
307E
307D
307F
307G
309A
311
311A
311B
303B
303
302E
WOMEN
300C
MEN
300D
310H
310D
307
307A
309B
309
309C
314A
300A
C301
C303
V301
C304
C302
305A
314
305B
401D
401C
401B
401E
V401
V403
V404
V402
401A
![Model CHB-100 CHB-130 - Utica Boilers IOM Rev. B 8-14.pdf · cod. 3541F240 WALL MOUNTED GAS BOILER INSTALLATION, OPERATION & MAINTENANCE MANUAL P/N# 240010633, Rev. B [07/17/2014]](https://static.fdocuments.in/doc/165x107/5ad251da7f8b9abd6c8c952d/model-chb-100-chb-130-utica-iom-rev-b-8-14pdfcod-3541f240-wall-mounted-gas.jpg)
