bid addendum #1 · i/o net cntl net tcap gl-alarm op 1 connect to alarm dialer connects to...

UMPI Agricultural Sciences of 2 Addendum 1 Laboratory Greenhouse

Bid Addendum #1

Project: UMPI Agricultural Sciences Laboratory Greenhouse

Owner: University of Maine System Date of Issuance: November 29th, 2018

From Engineer: Dirigo Architectural Engineering, LLC Contract and Date: TBD

To: Prospective Bidders DAE Project Number: 16-012

This Addendum forms a part of the Contract Documents and modifies the original Bid Documents and

Specifications dated November 2nd, 2018. Portions of the bid and contract documents not altered by this Addendum

remain in full force.

Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject Bidder

to disqualification.

This Addendum consists of the following:

RESPONSE TO QUESTIONS

1. Spec section 13 34 13 Glazed Structure has a header at the top of each page that says “This section

furnished by owner, installed by contractor”, contained within this section are the alternates for various

portions of the HVAC system. Does the fact that the HVAC alternates are included under the above

described header mean that the HVAC equipment is furnished by the owner?

Response: THE OWNER WILL BE FURNISHING ALL HVAC IN THIS SPEC SECTION ONLY.

2. At the end of Spec section 13 34 13 there are “Owner Furnished – Contractor Installed” cut-sheets that

are not legible, please provide replacements.

Response: PLEASE SEE CUT SHEETS ATTACHED.

3. The orientation of the greenhouse and sheds does not coordinate when comparing Drawing #C-1 with

A1.0.

Response: THE LOCATION OF THE SHEDS AND UTILITIES SHOULD BE REFERENCED FROM THE

C-1 SHEET.

4. Is pre-insulated Type-L or Type-K copper an acceptable alternative to 2” Insulated PEX tubing.

Response: WE ACCEPT THIS ALTERNATE.

UMPI Agricultural Sciences of 2 Addendum 1 Laboratory Greenhouse

GENERAL

Attachment 1 – Plan holder list as of 11/29/2018

• The attendance sheet for the non-mandatory pre-bid meeting held on November 14, 2018

is attached for informational purposes only.

Attachment 2 – Cut sheets from Spec section 13 34 13

END OF ADDENDUM #1

Name Company Email Address

Travis Prashaw Soderberg Co. Inc [email protected]

Ryan St.Peter Patrick St.Peter & Sons [email protected]

Gabe Cheney PNM Construction [email protected]

Rick Nadeau A+L Construction [email protected]

Clyde Lynch Bowman Constructors [email protected]

Tobie Devor Aroostook Electrical Services [email protected]

= attended pre-bid site walk

UMPI Greenhouse Project

Plan Holders List - 11/29/2018

mailto:[email protected]






50'

RCP-LAB-01

IO

2

WS

MECHANICAL

ROOM

SHED

CLASSROOM

100

OFFICE/CONTROLS

101

LAB

102

LAB

103

ACCESS POINT

AP

THE INFORMATION CONTAINED WITHIN THIS DRAWING IS THE INTELLECTUAL

PROPERTY OF ARGUS CONTROL SYSTEMS LTD. IT SHALL BE USED ONLY FOR ITS

INTENDED APPLICATION AND MUST BE MAINTAINED IN CONFIDENCE. NO PORTION

OF THIS DRAWING SHALL BE REPRODUCED OR USED WITHOUT THE EXPRESS

WRITTEN PERMISSION OF ARGUS CONTROL SYSTEMS LTD.

ALL WIRING MUST FOLLOW

LOCAL CODES AND REGULATIONS

UOM - SITE AND NW.DWG

UNIVERSITY OF MAINE

PRESQUE ISLE

NG MC

03/17/17 1

SITE LAYOUT

PAGE 1

R

CONTROLS

Project Mngr: Drawn by:

Current Revision:

Dwg:

Creation Date:

BYDESCRIPTIONREV.DATE

#101 - 18445 53RD AVENUE

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604-538-3531

NORTH

IO NETWORK DEVICE

CONNECTION

IO NETWORK SEGMENT

ACCESS POINT WITH IOPS

LOCATED WITHIN 15' OF

ARGUS COMPUTER

CONTROL NETWORK

SEGMENT

WEATHER STATION

WITH NFLP AND FLP

DRAWING IS A VISUAL

REPRESENTATION OF CONTROLS

AND PANEL LOCATIONS.

CONTROLS EQUIPMENT IS NOT

DRAWN TO SCALE. ALL SIZES AND

DISTANCES ARE APPROXIMATE

PASSIVE COUPLER /

REPEATER

CONTROLS ENCLOSURE

RCP-XX-01

IO

RP

TC

AP

CONTROLLER

NETWORK DEVICE

CONNECTION

WS

13 34 13.1 OWNER FURNISHED - CONTRACTOR INSTALLED COMPONENTS

CONTROLLER

NETWORK

LAYOUT

CONTROLLER

I/O

CNTL

TC2-TITAN

CONTROLLER

T

RCP-LAB-01

CONTROLLER

I/O

CNTL

TCAP-ACCESS

POINT

T

ACCESS POINT

PC

USB BACKUP

PHONE

LINE

ETHERNET

SWITCH

SU

RG

E

PR

OT

EC

TO

R

AD2001

AUTODIALER

NETWORK/

INTERNET

CONNECTION

= NETWORK TERMINATOR

ALL TITAN NETWORKS TO BE WIRED WITH

WESTPENN AQ224 CABLE NO SUBSTITUTIONS

ALL BOARDS MUST BE CORRECTLY GROUNDED

FOR PROPER LIGHTNING PROTECTION

T





WRITTEN PERMISSION OF ARGUS CONTROL SYSTEMS LTD. UOM - SITE AND NW.DWG

UNIVERSITY OF MAINE

PRESQUE ISLE

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03/17/17 1

R

CONTROLS


Dwg:




Current Revision:Creation Date:

#101 - 18445 53RD AVENUE

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V3S 7A4

604-538-3531


TCAP

IO NETWORK

LAYOUT

TCAP-IOPS[1]

IO NETWORK

POWER

SUPPLY

MAX. 100 FEET

FROM

TCAP-NFLP[1]






ACCESS POINT

CONTROLLER

I/O

CNTL

TCAP-ACCESS

POINT

TCAP-NFLP[1]

LIGHTNING

PROTECTION

TCAP-NLP[1]

LIGHTNING

PROTECTION

T

T

T

IO MODULE

TCAP-

IO[WS]

WEATHER

STATION

WS3






UNIVERSITY OF MAINE

PRESQUE ISLE

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03/17/17 1

R

CONTROLS


Dwg:





#101 - 18445 53RD AVENUE

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V3S 7A4

604-538-3531









UOM - AP AND WS.DWG

UNIVERSITY OF MAINE

PRESQUE ISLE

NG MC

03/17/17 1

ACCESS POINT

LAYOUT

12 VDC (7.2Ah)

TITAN ALARM

BACKUP

BATTERY

AD-2001

AUTOMATIC VOICE/PAGER DIALER

WARNING : Make sure to use correct

polarity when connecting Titan Backup

Battery to Controller.

TITAN ALARM BACKUP

BATTERY

CAUTION : Do not connect backup

battery until Titan controller is powered

from the Titan Network Power Supply

or wall adapter.

ETHERNET

SWITCH

TCAP

TCAP-IOPS[1]

TX

-T

CA

P-01

12

0 V

AC

- 2

4 V

AC

75

V

A

TB

-T

CA

P-0

2

FB

-T

CA

P-0

1

TB

-T

CA

P-0

4

TB

-T

CA

P-0

3

GR

OU

ND

GR

OU

ND

FIELD WIRING INFORMATION

Refer To Equipment Supplier's

Instructions For Connection Details

Use Only Copper Conductors That Are

Rated For A Minimum Of 75°C (167°F)

T.P. = Thermally Protected

Disconnect Switches By Installer

Branch Circuit Protection By Installer

Location:

Terminals:

Torque:

Voltage:

Ø1 FLA:

Maximum Circuit Size:

Largest Motor FLA:

Short Circuit Current:

Wire Range:

SUPPLY TERMINALS

Field Wiring Landing Terminals:

Terminal Blocks

FB-TCAP-01, TB-TCAP-02

N/A

120 VAC, 60HZ, 1Ø

1 Amp

15 Amps

N/A

5kA RMS

Symmetrical

12 AWG - 14 AWG

Height:

Bonding Conductor Size:

Wire Range:

Width: Depth:

Maximum Voltage:

SCCR:

ENCLOSURE INFORMATION

UL Type 12, 13 - Al Enclosure

23" 19" 5"

Door Hinged On Left Side

Painted White With Green Argus

Logo On Panel Door

12 AWG

120 VAC

14 AWG - 12 AWG

5kA RMS Symmetrical

120 VAC Maximum

CONTROLS

R

ACCESS POINT

TX

-T

CA

P-0

1

120 V

AC

- 24 V

AC

75 V

A

TB

-T

CA

P-02

FB

-T

CA

P-01

TB

-T

CA

P-04

TB

-T

CA

P-03

GR

OU

ND

GR

OU

ND

ARGUS

USB

BACKUP

4.75"

5.725"

3.75"

5.250"

R

CONTROLS


Current Revision:

Dwg:

Creation Date:


#101 - 18445 53RD AVENUE

SURREY, BC

V3S 7A4

604-538-3531


TCAP

TITAN ACCESS POINT

CONNECTIONS

NETWORK

TERMINATOR

I/O

NET

SEE IO NETWORK LAYOUT DIAGRAM

FOR FURTHER DETAILS

+

-

-

+

+

-

-

+C

NT

L N

ET

F

US

E 2

CN

TL

N

ET

F

US

E 1

I/O

N

ET

F

US

E 2

I/O

N

ET

F

US

E 1

1.0A1.0A

1.0A1.0A

I/O

NET

CNTL

NET

SEC : #########

15 VDC

OUTPUT

-

+

-+

18 - 24

VDC

AD

AP

TE

R F

US

E

BA

TT

ER

Y F

US

E

0.5A1.0A

A4

A3

A2

A1

-

+

-

+

-

+

+

-

AD

AP

TE

R F

US

E

BA

TT

ER

Y F

US

E

SD MEMORY CARD

INSTALL WITHIN

15' OF PC

1.0 1.0

1.0 1.0

I/O

N

ET

F

US

E 1

I/O

N

ET

F

US

E 2

CN

TL N

ET

F

US

E 1

CN

TL N

ET

F

US

E 2

TO CNTL NET

POWER SUPPLY

LEGACY DEVICE

NETWORK

CONNECTION

+

-

-

+

+

-

-

+

IO NET POWER FAULT

IO NET POWER STATUS

CNTL NET POWER FAULT

CNTL NET POWER STATUS

CNTL NET ACTIVITY

CNTL NET CPU STATUS

CONTROLLER

STATUS

SECURITY CODE

ALARM OUTPUTS

1.0 0.5

AD

AP

TE

R F

US

E

BATTERY STATUS

ADAPTER STATUS

DIALER

POWER

16 VDC

OUTPUT

BA

TT

ER

Y F

US

E

ETHERNET

PRIMARY

CONNECTION

SD MEMORY CARD

SD CARD STATUS

USB

ALTERNATIVE

SERVICE

CONNECTION

TITANCONTROLLER

I/O NET

CNTL NET

TCAP

GL-ALARM OP 1

CONNECT TO ALARM DIALER

CONNECTS TO

AUTODIALER POWER

BOARD POWER

18-24 VDC

BATTERY BACKUP

TERMINALS

ETHERNET CONNECTION

TO SWITCH

GL-ALARM OP 2

CONNECT TO ALARM

GL-ALARM OP 3

CONNECT TO ALARM

GL-ALARM OP 4

CONNECT TO ALARM

NETWORK

TERMINATOR

CNTL

NET

SEE CNTL NETWORK LAYOUT DIAGRAM

FOR FURTHER DETAILS








UOM - AP AND WS.DWG

UNIVERSITY OF MAINE

PRESQUE ISLE

NG MC

03/17/17 1

LEGEND

Zx = ZONE x

GL = GLOBAL

R

CONTROLS


Current Revision:

Dwg:

Creation Date:


#101 - 18445 53RD AVENUE

SURREY, BC

V3S 7A4

604-538-3531

**WARNING**

REFER TO EQUIPMENT SUPPLIER'S

INSTRUCTIONS FOR CONNECTION

DETAILS.

USE ONLY COPPER CONDUCTORS

FIELD WIRING MUST BE RATED

FOR 75°C (167°F)

CALL ARGUS CONTROLS AT

1-888-667-2091 FOR ASSISTANCE.


TCAP-IOPS[1]

TITAN IO NETWORK POWER

SUPPLY WIRING

24 VAC IN

POWER FUSE

6.0

A

I/O

NET

+

-

-

+

6.0

A

POWER FUSE

6A FAST ACTING FUSE X2

24 VAC IN

CPU STATUS

POWER OUT

STATUS

TITAN IO NETWORK POWER SUPPLY

+

-

-

+

I/O NET

TCAP-IOPS[1]

I/O

NET


FOR FURTHER DETAILS

TX-TCAP-01

120 VAC - 24 VAC

75 VA

TB-TCAP-03

TB-TCAP-04








UOM - AP AND WS.DWG

UNIVERSITY OF MAINE

PRESQUE ISLE

NG MC

03/17/17 1

LEGEND

Zx = ZONE x

GL = GLOBAL

R

CONTROLS


Current Revision:

Dwg:

Creation Date:


#101 - 18445 53RD AVENUE

SURREY, BC

V3S 7A4

604-538-3531

**WARNING**

REFER TO EQUIPMENT SUPPLIER'S INSTRUCTIONS FOR CONNECTION DETAILS.


FIELD WIRING MUST BE RATED FOR 75°C (167°F)

CALL ARGUS CONTROLS AT 1-888-667-2091 FOR ASSISTANCE.









UOM - AP AND WS.DWG

UNIVERSITY OF MAINE

PRESQUE ISLE

NG MC

03/17/17 1

PAGE 1

ACCESS POINT

WIRING CONNECTIONS

CLASS 1

FIELD WIRING

TX-TCAP-01

120 VAC24 VAC

75VA

TCAP-IOPS[1]

POWER

TCAP-IOPS[1]

FB-TCAP-01 - 2A

120 VAC 60HZ 1Ø - 15 AMPS

DEDICATED FUSE OR BREAKER

PROVIDED BY INSTALLER

TB-TCAP-02

TB-TCAP-03

TB-TCAP-04

ETHERNET SWITCH

R

CONTROLS


Current Revision:

Dwg:

Creation Date:


#101 - 18445 53RD AVENUE

SURREY, BC

V3S 7A4

604-538-3531









UOM - AP AND WS.DWG

UNIVERSITY OF MAINE

PRESQUE ISLE

NG MC

03/17/17 1

TCAP-IO[WS]

WEATHER STATION LAYOUT

R

A

I

N

D

E

T

E

C

T

I

O

N

WIND SPEED

WIND DIRECTION

LIGHT

SENSOR

MOUNTING

MAST

1" NPT

THREAD

TEMPERATURE

SENSOR

NFLP

EARTH

NLP

CONTROLS

R

NORTH

R

CONTROLS


Current Revision:

Dwg:

Creation Date:


#101 - 18445 53RD AVENUE

SURREY, BC

V3S 7A4

604-538-3531


TCAP-NFLP[1]

NETWORK LIGHTNING

PROTECTION

NFLP

NETWORK

TERMINATOR


FOR FURTHER DETAILS


FOR FURTHER DETAILS

For maximum lightning protection the WS3 connects to the Titan I/O network via the

supplied Network Lightning Protection Module (NLP) mounted on the outside of the

building which is in turn connected to a Network Fused Lightning Protection (NFLP)

module mounted just inside the building.








UOM - AP AND WS.DWG

UNIVERSITY OF MAINE

PRESQUE ISLE

NG MC

03/17/17 1

R

CONTROLS


Current Revision:

Dwg:

Creation Date:


#101 - 18445 53RD AVENUE

SURREY, BC

V3S 7A4

604-538-3531

**WARNING**



DETAILS.



FOR 75°C (167°F)




TCAP-NLP[1]

NETWORK LIGHTNING

PROTECTION

EARTH

NLP


FOR FURTHER DETAILS


FOR FURTHER DETAILS












UOM - AP AND WS.DWG

UNIVERSITY OF MAINE

PRESQUE ISLE

NG MC

03/17/17 1

R

CONTROLS


Current Revision:

Dwg:

Creation Date:


#101 - 18445 53RD AVENUE

SURREY, BC

V3S 7A4

604-538-3531

**WARNING**



DETAILS.



FOR 75°C (167°F)




TCAP-IO[WS] - WS3

WS3 WEATHER STATION

SENSOR WIRING

S/N

: 1

23

45

67

SE

C: 6

04

53

83

53

1

LIGHT

W COM

W DIR

RAIN O

RAIN o

INT H

W SP

LIGHT+LIGHT+

TEMP

TEMP

RAIN H

H COM

IO NET

OMNI

WIND SPEED

WIND COMMON

WIND DIRECTION

TO SENSORS AND

HEATERS

BLACK

RED

GREEN

YELLOW

IO BACKPLANE SECURITY CODE

UNIQUE TO EACH BOARD

MUST BE ENTERED INTO CONTROLLER

SOFTWARE FOR WEATHER STATION TO

COMMUNICATE WITH THE TITAN CONTROLLER

FACTORY WIRED

RAIN DETECTION

RAIN DETECTION

BOARD HEATER

GREEN

WHITE

RED

LIGHT SENSOR COMMON

LIGHT SENSOR SIGNAL

TEMPERATURE

TEMPERATURE

BLACK

BLACK

SIGNAL (-)

SHIELD

RAIN DETECTION POWER

BOARD HEATER COMMON

RED

BLACK

RAIN DETECTION COMMONBLACK

SIGNAL (+)


FOR FURTHER DETAILS












UOM - AP AND WS.DWG

UNIVERSITY OF MAINE

PRESQUE ISLE

NG MC

03/17/17 1

R

CONTROLS


Current Revision:

Dwg:

Creation Date:


#101 - 18445 53RD AVENUE

SURREY, BC

V3S 7A4

604-538-3531

**WARNING**



DETAILS.



FOR 75°C (167°F)




TC2

IO NETWORK

LAYOUT

TC2-IOPS[1]

IO NETWORK

POWER

SUPPLY






RCP-LAB-01

CONTROLLER

I/O

CNTL

TC2-TITAN

CONTROLLER

I/O MODULE

TC2-IO

[LAB-A]

T

T

I/O MODULE

TC2-IO

[LAB-B]

I/O MODULE

TC2-IO

[LAB-C]

I/O MODULE

TC2-IO

[LAB-D]

I/O MODULE

TC2-IO

[LAB-E]

T






UNIVERSITY OF MAINE

PRESQUE ISLE

NG MC

03/17/17 1

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CONTROLS


Dwg:





#101 - 18445 53RD AVENUE

SURREY, BC

V3S 7A4

604-538-3531









UOM - TC2 - RCP-LAB-01.DWG

UNIVERSITY OF MAINE

PRESQUE ISLE

NG MC

03/17/17 1

RCP-LAB-01 : LAB 100-103

PANEL LAYOUT

HIN

GE

S

ID

E

2TX75

RM-LAB-TX1

2TX75

RM-LAB-TX2

2CGR/OL-1P

RM-LAB-01

2CGR/OL-1P

RM-LAB-02

2CGR/OL-1P

RM-LAB-03

2DP-4

RM-LAB-04

2DP-4

RM-LAB-05

2DP-4

RM-LAB-06

2DP-4

RM-LAB-07

2CGR/OL-1P

RM-LAB-08

2CGR/OL-1P

RM-LAB-09

2CGR/OL-1P

RM-LAB-10

2DP-4

RM-LAB-11

CL

AS

S 2 L

OW

V

OL

TA

GE

W

IR

IN

G

CL

AS

S 2 L

OW

V

OL

TA

GE

W

IR

IN

G

CLASS 2 - LOW VOLTAGE WIRING ONLY

CL

AS

S 2 L

OW

V

OL

TA

GE

W

IR

IN

G

CL

AS

S 1 - L

IN

E V

OL

TA

GE

W

IR

IN

G

TC2-IOPS[1]

TC2-IO[LAB-A]

TC2

TC2-IO[LAB-B]

TC2-IO[LAB-C]

TC2-IO[LAB-E]

GROUND

GROUND

GROUND

GROUND

GROUND

GROUND

GROUND

GROUND

2TX75

RM-LAB-TX3

K-LAB-01

TC2-IO[LAB-D]

CONTROLS

RHIN

GE

S

ID

E

RCP-LAB-01 : LAB 100-103

Height:

Bonding Conductor Size:

Wire Range:

Width: Depth:

Maximum Voltage:

SCCR:

ENCLOSURE INFORMATION

72" 36" 8"

UL Type 4, 12 Steel Enclosure

Door Hinged On Left Side

Painted White With Green Argus

Logo On Panel Door

10 AWG

240 VAC

10 AWG - 22 AWG

5kA RMS Symmetrical

240 VAC Maximum

FIELD WIRING INFORMATION

Refer To Equipment Supplier's

Instructions For Connection Details

Use Only Copper Conductors That Are

Rated For A Minimum Of 75°C (167°F)

T.P. = Thermally Protected

Disconnect Switches By Installer

Branch Circuit Protection By Installer

R

CONTROLS


Current Revision:

Dwg:

Creation Date:


#101 - 18445 53RD AVENUE

SURREY, BC

V3S 7A4

604-538-3531

PAGE 1

SECTION 1

SEE PANEL LAYOUT

PAGE 2 FOR FURTHER

DETAILS










UNIVERSITY OF MAINE

PRESQUE ISLE

NG MC

03/17/17 1

RCP-LAB-01 : LAB 100-103

PANEL LAYOUT

CL

AS

S 2 L

OW

V

OL

TA

GE

W

IR

IN

G

GROUND

GROUND

GROUND

K-LAB-01

R

CONTROLS


Current Revision:

Dwg:

Creation Date:


#101 - 18445 53RD AVENUE

SURREY, BC

V3S 7A4

604-538-3531

PAGE 2

SECTION 1


TC2

TITAN CONTROLLER

CONNECTIONS

NETWORK

TERMINATOR

I/O

NET


FOR FURTHER DETAILS

+

-

-

+

+

-

-

+C

NT

L N

ET

F

US

E 2

CN

TL

N

ET

F

US

E 1

I/O

N

ET

F

US

E 2

I/O

N

ET

F

US

E 1

1.0A1.0A

1.0A1.0A

I/O

NET

CNTL

NET

SEC : #########

SD MEMORY CARD

1.0 1.0

1.0 1.0

I/O

N

ET

F

US

E 1

I/O

N

ET

F

US

E 2

CN

TL

N

ET

F

US

E 1

CN

TL

N

ET

F

US

E 2

TO CNTL NET

POWER SUPPLY

LEGACY DEVICE

NETWORK

CONNECTION

+

-

-

+

+

-

-

+

IO NET POWER FAULT

IO NET POWER STATUS

CNTL NET POWER FAULT

CNTL NET POWER STATUS

CNTL NET ACTIVITY

CNTL NET CPU STATUS

CONTROLLER

STATUS

SECURITY CODE

ETHERNET

PRIMARY

CONNECTION

SD MEMORY CARD

SD CARD STATUS

USB

ALTERNATIVE

SERVICE

CONNECTION

TITANCONTROLLER

I/O NET

CNTL NET

TC2

NETWORK

TERMINATOR

CNTL

NET

SEE CNTL NETWORK LAYOUT DIAGRAM

FOR FURTHER DETAILS









UNIVERSITY OF MAINE

PRESQUE ISLE

NG MC

03/17/17 1

LEGEND

Zx = ZONE x

GL = GLOBAL

R

CONTROLS


Current Revision:

Dwg:

Creation Date:


#101 - 18445 53RD AVENUE

SURREY, BC

V3S 7A4

604-538-3531

**WARNING**






TC2-IOPS[1]

TITAN IO NETWORK POWER

SUPPLY WIRING

TTN-TXFORMER

120 VAC - 24 VAC

75 VA

24 VAC IN

POWER FUSE

6.0

A

I/O

NET

+

-

-

+

6.0

A

POWER FUSE

6A FAST ACTING FUSE X2

24 VAC IN

CPU STATUS

POWER OUT

STATUS

TITAN IO NETWORK POWER SUPPLY

+

-

-

+

I/O NET

TC2-IOPS[1]

I/O

NET


FOR FURTHER DETAILS









UNIVERSITY OF MAINE

PRESQUE ISLE

NG MC

03/17/17 1

LEGEND

Zx = ZONE x

GL = GLOBAL

R

CONTROLS


Current Revision:

Dwg:

Creation Date:


#101 - 18445 53RD AVENUE

SURREY, BC

V3S 7A4

604-538-3531

**WARNING**






TC2-IO[LAB-A]

TITAN IO MODULE

I/O

NET


FOR FURTHER DETAILS

OP

2O

P3

OP

4

+

-

-

+

OP

1

I/O

N

ET

F

US

E 1

I/O

N

ET

F

US

E 2

1.0A 1.0A

24

V

DC

F

US

E

0.5A

S/N : #######

SEC : #########

SECURITY CODE

OP1

OP4

OP3

OP2

STATUS

PWR FAULT

PWR STATUS

IN7

IN6

IN5

IN4

IN3

IN2

IN1

CHA+

FREQUENCY INPUT

ANALOG INPUT

CHB+

A/B -

AN

AL

OG

C

OM

MO

N

24

V

DC

C

OM

MO

N

+24 VDC POWER

OUTPUT

CO

MM

ON

+2

4 V

DC

O

UT

PU

T

PWR STATUS

ACTIVITY

IO NET

24 VDC

IO NET

IO MODULE

POWER

DISCONNECT

JUMPER

TITANIO MODULE

+

-

-

+

I/O NET

1.0 1.0

I/O

N

ET

F

US

E

I/O

N

ET

F

US

E

0.5

24

V

DC

F

US

E

TC2-IO[LAB-A]

AU

TO

S

TA

TU

S

PWR

PWR

PWR

PWR

TITAN P1T

100/102

NORTH RIDGE

VENT

CLOSE

OPEN

AUTO

OPEN

OFF

CLOSE

C

O

C

O

CONNECT TO EQUIPMENT INTERFACE

SEE EQUIPMENT SUPPLIERS INSTRUCTIONS AND

WIRING DIAGRAM FOR WIRING INFORMATION

REFER TO DATASHEET FOR CONNECTION DETAILS

CLASS II POWER ONLY (3.2 AMPS MAX)

AU

TO

S

TA

TU

S

PWR

PWR

PWR

PWR

TITAN P1T

100/102

SOUTH RIDGE

VENT

CLOSE

OPEN

AUTO

OPEN

OFF

CLOSE

C

O

C

O






AU

TO

S

TA

TU

S

PWR

PWR

PWR

PWR

TITAN P1T

100/102

SHADE

CURTAIN

CLOSE

OPEN

AUTO

OPEN

OFF

CLOSE

C

O

C

O






TITAN D2

AU

TO

S

TA

TU

S

PWR

A1

A2

PWR

PWR

B2

B1

PWR

PWR

B1

B2

PWR

PWR

A2

A1

PWR

100/102

UNIT HEATER

(CALL FOR FAN)

100/102

UNIT HEATER

(CALL FOR HEAT)

A

AUTO

OFF

ON

B

AUTO

OFF

ON






IPB

OMNI

TN21

IPB

SEE SENSOR DRAWING

SIGNAL

COM

SEN-OSM-3.0/RHT

100/102-TEMP & RH

100/102-BACKUP TEMP.

2 WIRE SENSOR

SIGNAL

OMNI PWR

IPB100/102-EXH. FAN FAULT

CUSTOM PART

SEE SENSOR DRAWING

SIGNAL

COM









UNIVERSITY OF MAINE

PRESQUE ISLE

NG MC

03/17/17 1

LEGEND

Zx = ZONE x

GL = GLOBAL

R

CONTROLS


Current Revision:

Dwg:

Creation Date:


#101 - 18445 53RD AVENUE

SURREY, BC

V3S 7A4

604-538-3531

**WARNING**






TC2-IO[LAB-B]

TITAN IO MODULE

I/O

NET


FOR FURTHER DETAILS

OP

2O

P3

OP

4

+

-

-

+

OP

1

I/O

N

ET

F

US

E 1

I/O

N

ET

F

US

E 2

1.0A 1.0A

24

V

DC

F

US

E

0.5A

S/N : #######

SEC : #########

SECURITY CODE

OP1

OP4

OP3

OP2

STATUS

PWR FAULT

PWR STATUS

IN7

IN6

IN5

IN4

IN3

IN2

IN1

CHA+

FREQUENCY INPUT

ANALOG INPUT

CHB+

A/B -

AN

AL

OG

C

OM

MO

N

24

V

DC

C

OM

MO

N

+24 VDC POWER

OUTPUT

CO

MM

ON

+2

4 V

DC

O

UT

PU

T

PWR STATUS

ACTIVITY

IO NET

24 VDC

IO NET

IO MODULE

POWER

DISCONNECT

JUMPER

TITANIO MODULE

+

-

-

+

I/O NET

1.0 1.0

I/O

N

ET

F

US

E

I/O

N

ET

F

US

E

0.5

24

V

DC

F

US

E

TC2-IO[LAB-B]

TITAN D2

AU

TO

S

TA

TU

S

PWR

A1

A2

PWR

PWR

B2

B1

PWR

PWR

B1

B2

PWR

PWR

A2

A1

PWR

100/102

EXH. FAN

ENABLE

A

AUTO

OFF

ON

B

AUTO

OFF

ON






TITAN P1A

ST

AT

US

PWM

SINK

SRCE

+24V

0-5V

0-10V

FAULT

MAN

AUTO

0-10V

0-5V

PWM

SINK

+24V

SRCE

0-2

0m

A

100/102

EXHAUST FAN

SPEED

AUTO

UP

DOWN





TITAN D4

ST

AT

US

B

C

D

PWR

A

PWR

PWR

A

B

C

PWR

D

PWR

D

C

B

A

100/102

D. FAN

100/102

CIRC. FAN

AUTO ON

OFF

AUTO

OFF

ON

AUTO

OFF

ON

AUTO

OFF

ON














UNIVERSITY OF MAINE

PRESQUE ISLE

NG MC

03/17/17 1

LEGEND

Zx = ZONE x

GL = GLOBAL

R

CONTROLS


Current Revision:

Dwg:

Creation Date:


#101 - 18445 53RD AVENUE

SURREY, BC

V3S 7A4

604-538-3531

**WARNING**






TC2-IO[LAB-C]

TITAN IO MODULE

I/O

NET


FOR FURTHER DETAILS

OP

2O

P3

OP

4

+

-

-

+

OP

1

I/O

N

ET

F

US

E 1

I/O

N

ET

F

US

E 2

1.0A 1.0A

24

V

DC

F

US

E

0.5A

S/N : #######

SEC : #########

SECURITY CODE

OP1

OP4

OP3

OP2

STATUS

PWR FAULT

PWR STATUS

IN7

IN6

IN5

IN4

IN3

IN2

IN1

CHA+

FREQUENCY INPUT

ANALOG INPUT

CHB+

A/B -

AN

AL

OG

C

OM

MO

N

24

V

DC

C

OM

MO

N

+24 VDC POWER

OUTPUT

CO

MM

ON

+2

4 V

DC

O

UT

PU

T

PWR STATUS

ACTIVITY

IO NET

24 VDC

IO NET

IO MODULE

POWER

DISCONNECT

JUMPER

TITANIO MODULE

+

-

-

+

I/O NET

1.0 1.0

I/O

N

ET

F

US

E

I/O

N

ET

F

US

E

0.5

24

V

DC

F

US

E

TC2-IO[LAB-C]

TITAN D4

ST

AT

US

B

C

D

PWR

A

PWR

PWR

A

B

C

PWR

D

PWR

D

C

B

A

100/102

LIGHTS Z1

100/102

LIGHTS Z2

103

LIGHTS

AUTO ON

OFF

AUTO

OFF

ON

AUTO

OFF

ON

AUTO

OFF

ON






TITAN D4

ST

AT

US

B

C

D

PWR

A

PWR

PWR

A

B

C

PWR

D

PWR

D

C

B

A

103

D. FAN

103

CIRC. FAN

103-EXH.

FAN ENABLE

AUTO ON

OFF

AUTO

OFF

ON

AUTO

OFF

ON

AUTO

OFF

ON






TITAN P1A

ST

AT

US

PWM

SINK

SRCE

+24V

0-5V

0-10V

FAULT

MAN

AUTO

0-10V

0-5V

PWM

SINK

+24V

SRCE

0-2

0m

A

103

EXHAUST FAN

SPEED

AUTO

UP

DOWN













UNIVERSITY OF MAINE

PRESQUE ISLE

NG MC

03/17/17 1

LEGEND

Zx = ZONE x

GL = GLOBAL

R

CONTROLS


Current Revision:

Dwg:

Creation Date:


#101 - 18445 53RD AVENUE

SURREY, BC

V3S 7A4

604-538-3531

**WARNING**






TC2-IO[LAB-D]

TITAN IO MODULE

I/O

NET


FOR FURTHER DETAILS

OP

2O

P3

OP

4

+

-

-

+

OP

1

I/O

N

ET

F

US

E 1

I/O

N

ET

F

US

E 2

1.0A 1.0A

24

V

DC

F

US

E

0.5A

S/N : #######

SEC : #########

SECURITY CODE

OP1

OP4

OP3

OP2

STATUS

PWR FAULT

PWR STATUS

IN7

IN6

IN5

IN4

IN3

IN2

IN1

CHA+

FREQUENCY INPUT

ANALOG INPUT

CHB+

A/B -

AN

AL

OG

C

OM

MO

N

24

V

DC

C

OM

MO

N

+24 VDC POWER

OUTPUT

CO

MM

ON

+2

4 V

DC

O

UT

PU

T

PWR STATUS

ACTIVITY

IO NET

24 VDC

IO NET

IO MODULE

POWER

DISCONNECT

JUMPER

TITANIO MODULE

+

-

-

+

I/O NET

1.0 1.0

I/O

N

ET

F

US

E

I/O

N

ET

F

US

E

0.5

24

V

DC

F

US

E

TC2-IO[LAB-D]

AU

TO

S

TA

TU

S

PWR

PWR

PWR

PWR

TITAN P1T

103

NORTH RIDGE

VENT

CLOSE

OPEN

AUTO

OPEN

OFF

CLOSE

C

O

C

O






AU

TO

S

TA

TU

S

PWR

PWR

PWR

PWR

TITAN P1T

103

SOUTH RIDGE

VENT

CLOSE

OPEN

AUTO

OPEN

OFF

CLOSE

C

O

C

O






AU

TO

S

TA

TU

S

PWR

PWR

PWR

PWR

TITAN P1T

103

SHADE

CURTAIN

CLOSE

OPEN

AUTO

OPEN

OFF

CLOSE

C

O

C

O






TITAN D2

AU

TO

S

TA

TU

S

PWR

A1

A2

PWR

PWR

B2

B1

PWR

PWR

B1

B2

PWR

PWR

A2

A1

PWR

103

UNIT HEATER

(CALL FOR FAN)

103

UNIT HEATER

(CALL FOR HEAT)

A

AUTO

OFF

ON

B

AUTO

OFF

ON






IPB

OMNI

TN21

IPB

SEE SENSOR DRAWING

SIGNAL

COM

SEN-OSM-3.0/RHT

103-TEMP & RH

103-BACKUP TEMP.

2 WIRE SENSOR

SIGNAL

OMNI PWR

IPB103-EXH. FAN FAULT

CUSTOM PART

SEE SENSOR DRAWING

SIGNAL

COM









UNIVERSITY OF MAINE

PRESQUE ISLE

NG MC

03/17/17 1

LEGEND

Zx = ZONE x

GL = GLOBAL

R

CONTROLS


Current Revision:

Dwg:

Creation Date:


#101 - 18445 53RD AVENUE

SURREY, BC

V3S 7A4

604-538-3531

**WARNING**






TC2-IO[LAB-E]

TITAN IO MODULE

NETWORK

TERMINATOR

I/O

NET


FOR FURTHER DETAILS

OP

2O

P3

OP

4

+

-

-

+

OP

1

I/O

N

ET

F

US

E 1

I/O

N

ET

F

US

E 2

1.0A 1.0A

24

V

DC

F

US

E

0.5A

S/N : #######

SEC : #########

SECURITY CODE

OP1

OP4

OP3

OP2

STATUS

PWR FAULT

PWR STATUS

IN7

IN6

IN5

IN4

IN3

IN2

IN1

CHA+

FREQUENCY INPUT

ANALOG INPUT

CHB+

A/B -

AN

AL

OG

C

OM

MO

N

24

V

DC

C

OM

MO

N

+24 VDC POWER

OUTPUT

CO

MM

ON

+2

4 V

DC

O

UT

PU

T

PWR STATUS

ACTIVITY

IO NET

24 VDC

IO NET

IO MODULE

POWER

DISCONNECT

JUMPER

TITANIO MODULE

+

-

-

+

I/O NET

1.0 1.0

I/O

N

ET

F

US

E

I/O

N

ET

F

US

E

0.5

24

V

DC

F

US

E

TC2-IO[LAB-E]

AU

TO

S

TA

TU

S

PWR

NO

NC

PWR

PWR

NC

NO

PWR

PWR

NO

NC

PWR

PWR

NC

NO

PWR

TITAN D2C

100/101

HEAT VALVE

103

HEAT VALVE

A

B

OFF

ON

OFF

AUTO

OFF

ON

OFF

AUTO






TITAN D4

ST

AT

US

B

C

D

PWR

A

PWR

PWR

A

B

C

PWR

D

PWR

D

C

B

A

100/101

H. CIRC. PUMP

103

H. CIRC. PUMP

AUTO ON

OFF

AUTO

OFF

ON

AUTO

OFF

ON

AUTO

OFF

ON






TITAN D2

AU

TO

S

TA

TU

S

PWR

A1

A2

PWR

PWR

B2

B1

PWR

PWR

B1

B2

PWR

PWR

A2

A1

PWR

GL-BOILER

ENABLE

A

AUTO

OFF

ON

B

AUTO

OFF

ON














UNIVERSITY OF MAINE

PRESQUE ISLE

NG MC

03/17/17 1

LEGEND

Zx = ZONE x

GL = GLOBAL

R

CONTROLS


Current Revision:

Dwg:

Creation Date:


#101 - 18445 53RD AVENUE

SURREY, BC

V3S 7A4

604-538-3531

**WARNING**














UNIVERSITY OF MAINE

PRESQUE ISLE

NG MC

03/17/17 1

RCP-LAB-01 : LAB 100-103

PANEL WIRING

TC2-IOPS[1]

POWER SUPPLY

TO TC2-IO[LAB-A] - OP1

TO TC2-IO[LAB-C] - OP1

TO TC2-IO[LAB-D] - OP1

TO TC2-IO[LAB-E] - OP1

1

2

3

4

SURGE ARRESTOR

5

6

7

8

9

10

11

12

13

14

15

16

SURGE ARRESTOR

RM-LAB-TX1

2TX75

TC2-IOPS[1]

POWER

TX1A: 75 VA

TC2-IO[LAB-A] OP:1-3

CONTROL POWER

TX1B: 75 VA

120 VAC

120 VAC

24 VAC

24 VAC

LINE 1

N

2 AMP FUSES

1

2

3

4

SURGE ARRESTOR

5

6

7

8

9

10

11

12

13

14

15

16

SURGE ARRESTOR

RM-LAB-TX3

2TX75

TC2-IO[LAB-E] OP:1-2

CONTROL POWER

TX3A: 75 VA

TX3B: 75 VA

120 VAC

120 VAC

24 VAC

24 VAC

LINE 1

N

2 AMP FUSES

1

2

3

4

SURGE ARRESTOR

5

6

7

8

9

10

11

12

13

14

15

16

SURGE ARRESTOR

RM-LAB-TX2

2TX75

TC2-IO[LAB-C] OP:1-2

CONTROL POWER

TX2A: 75VA

TC2-IO[LAB-D] OP:1-3

CONTROL POWER

TX2B: 75VA

120 VAC

120 VAC

24 VAC

24 VAC

LINE 1

N

2 AMP FUSES

PAGE 1

CLASS 2

FIELD WIRING

CLASS 1

FIELD WIRING


FUSE OR BREAKER


TO TC2-IO[LAB-B] - OP3

R

CONTROLS


Current Revision:

Dwg:

Creation Date:


#101 - 18445 53RD AVENUE

SURREY, BC

V3S 7A4

604-538-3531










UNIVERSITY OF MAINE

PRESQUE ISLE

NG MC

03/17/17 1

RCP-LAB-01 : LAB 100-103

PANEL WIRING

PAGE 2

CLASS 2

FIELD WIRING

CLASS 1

FIELD WIRING

P1T

IO[LAB-A] - OP1

24 VAC POWER FROM

RM-LAB-TX1 TB: 7, 9

C

O

P1T

IO[LAB-A] - OP2

C

O

P1T

IO[LAB-A] - OP3

C

O

D2

B

A

IO[LAB-A] - OP4

K1K2

10

11

12

O/L

K1

K2

1

2

3

7

8

9

4

5

6

2CGR/OL-1PH

RM-LAB-01

100/102

NORTH RIDGE

VENT

TESYS-LR2 OL: 1.8-2.6 A

CAUTION TRAVEL

LIMITS BYPASSED


FUSE OR BREAKER


SINGLE PHASE

REVERSING MOTOR

FLA = 2.5 AMPS

NEUTRAL

CLOSE

OPEN

M

K1K2

10

11

12

O/L

K1

K2

1

2

3

7

8

9

4

5

6

2CGR/OL-1PH

RM-LAB-02

100/102

SOUTH RIDGE

VENT


CAUTION TRAVEL

LIMITS BYPASSED


FUSE OR BREAKER


SINGLE PHASE

REVERSING MOTOR

FLA = 2.5 AMPS

NEUTRAL

CLOSE

OPEN

M

K1K2

10

11

12

O/L

K1

K2

1

2

3

7

8

9

4

5

6

2CGR/OL-1PH

RM-LAB-03

100/102

SHADE CURTAIN


CAUTION TRAVEL

LIMITS BYPASSED


FUSE OR BREAKER


SINGLE PHASE

REVERSING MOTOR

FLA = 2.5 AMPS

NEUTRAL

CLOSE

OPEN

M

100/102-U. HEATER - FAN

24 VAC (3.2 AMPS) MAX

DRY CONTACT

ON/OFF

COMMON

100/102-U. HEATER - HEAT


DRY CONTACT

ON/OFF

COMMON

R

CONTROLS


Current Revision:

Dwg:

Creation Date:


#101 - 18445 53RD AVENUE

SURREY, BC

V3S 7A4

604-538-3531










UNIVERSITY OF MAINE

PRESQUE ISLE

NG MC

03/17/17 1

RCP-LAB-01 : LAB 100-103

PANEL WIRING

PAGE 3

CLASS 2

FIELD WIRING

CLASS 1

FIELD WIRING

D2

B

A

IO[LAB-B] - OP1

D4

A

B

C

D

IO[LAB-B] - OP3

24 VAC POWER FROM

RM-LAB-TX1 TB: 8, 10

100/102-U. HEATER - FAN


DRY CONTACT

ON/OFF

COMMON

P1A

0-10V

0-5V

PWM

SINK

+24V

SOURCE

IO[LAB-B] - OP2

100/102-EXH. FAN SPEED

0-10V SIGNAL

SOURCED FROM P1A

SIGNAL

COMMON

K2

K1

16

11

12

13

14

15

10

17

19

18

20

K2

COIL

A1 A2

1

2

K1

COIL

A1 A2

3

4

5

6

7

8

2DP-4

9

RM-LAB-04

100/102

DESTRATIFICATION

FAN

100/102

CIRCULATING

FAN


FUSE OR BREAKER


T.P. SINGLE PHASE

MOTOR

FLA = 2 x 0.5 AMPS = 1 AMP

LOAD 1

NEUTRAL

M


FUSE OR BREAKER


T.P. SINGLE PHASE

MOTOR

FLA = 3 x 1.3 AMPS = 3.9 AMPS

LOAD 1

NEUTRAL

M

R

CONTROLS


Current Revision:

Dwg:

Creation Date:


#101 - 18445 53RD AVENUE

SURREY, BC

V3S 7A4

604-538-3531










UNIVERSITY OF MAINE

PRESQUE ISLE

NG MC

03/17/17 1

RCP-LAB-01 : LAB 100-103

PANEL WIRING

PAGE 4

CLASS 2

FIELD WIRING

CLASS 1

FIELD WIRING

D4

A

B

C

D

IO[LAB-C] - OP1

24 VAC POWER FROM

RM-LAB-TX2 TB: 1, 3

D4

A

B

C

D

IO[LAB-C] - OP2

P1A

0-10V

0-5V

PWM

SINK

+24V

SOURCE

IO[LAB-C] - OP3

K2

K1

16

11

12

13

14

15

10

17

19

18

20

K2

COIL

A1 A2

1

2

K1

COIL

A1 A2

3

4

5

6

7

8

2DP-4

9

RM-LAB-05

100/102

LIGHTS ZONE 1

100/102

LIGHTS ZONE 2

K2

K1

16

11

12

13

14

15

10

17

19

18

20

K2

COIL

A1 A2

1

2

K1

COIL

A1 A2

3

4

5

6

7

8

2DP-4

9

RM-LAB-06

103

LIGHTS

103-DESTRATIFICATION

FAN


FUSE OR BREAKER


100/102-LIGHTS ZONE 1

FLA = 16 AMPS MAX


FUSE OR BREAKER


100/102-LIGHTS ZONE 2

FLA = 16 AMPS MAX


FUSE OR BREAKER


103-LIGHTS

FLA = 16 AMPS MAX


FUSE OR BREAKER


T.P. SINGLE PHASE

MOTOR

FLA = 2 x 0.5 AMPS = 1 AMP

LOAD 1

NEUTRAL

M


FUSE OR BREAKER


T.P. SINGLE PHASE

MOTOR

FLA = 3 x 1.3 AMPS = 3.9 AMPS

LOAD 1

NEUTRAL

M

K2

K1

16

11

12

13

14

15

10

17

19

18

20

K2

COIL

A1 A2

1

2

K1

COIL

A1 A2

3

4

5

6

7

8

2DP-4

9

RM-LAB-07

103

CIRC. FAN

K-LAB-01 : (PILOT DUTY)

103-EXHAUST FAN ENABLE

24 VAC CLASS II 5A MAX, BY INSTALLER

RELAY SUPPLIED

BY CUSTOMER

12

11

14

A1

A2

103-EXH. FAN SPEED

0-10V SIGNAL

SOURCED FROM P1A

SIGNAL

COMMON

R

CONTROLS


Current Revision:

Dwg:

Creation Date:


#101 - 18445 53RD AVENUE

SURREY, BC

V3S 7A4

604-538-3531










UNIVERSITY OF MAINE

PRESQUE ISLE

NG MC

03/17/17 1

RCP-LAB-01 : LAB 100-103

PANEL WIRING

PAGE 5

CLASS 2

FIELD WIRING

CLASS 1

FIELD WIRING

P1T

IO[LAB-D] - OP1

24 VAC POWER FROM

RM-LAB-TX2 TB: 7, 9

C

O

P1T

IO[LAB-D] - OP2

C

O

P1T

IO[LAB-D] - OP3

C

O

D2

B

A

IO[LAB-D] - OP4

K1K2

10

11

12

O/L

K1

K2

1

2

3

7

8

9

4

5

6

2CGR/OL-1PH

RM-LAB-08

103

NORTH RIDGE

VENT


CAUTION TRAVEL

LIMITS BYPASSED


FUSE OR BREAKER


SINGLE PHASE

REVERSING MOTOR

FLA = 2.5 AMPS

NEUTRAL

CLOSE

OPEN

M

K1K2

10

11

12

O/L

K1

K2

1

2

3

7

8

9

4

5

6

2CGR/OL-1PH

RM-LAB-09

103

SOUTH RIDGE

VENT


CAUTION TRAVEL

LIMITS BYPASSED


FUSE OR BREAKER


SINGLE PHASE

REVERSING MOTOR

FLA = 2.5 AMPS

NEUTRAL

CLOSE

OPEN

M

K1K2

10

11

12

O/L

K1

K2

1

2

3

7

8

9

4

5

6

2CGR/OL-1PH

RM-LAB-10

103

SHADE CURTAIN


CAUTION TRAVEL

LIMITS BYPASSED


FUSE OR BREAKER


SINGLE PHASE

REVERSING MOTOR

FLA = 2.5 AMPS

NEUTRAL

CLOSE

OPEN

M

103-U. HEATER - FAN


DRY CONTACT

ON/OFF

COMMON

103-U. HEATER - HEAT


DRY CONTACT

ON/OFF

COMMON

R

CONTROLS


Current Revision:

Dwg:

Creation Date:


#101 - 18445 53RD AVENUE

SURREY, BC

V3S 7A4

604-538-3531










UNIVERSITY OF MAINE

PRESQUE ISLE

NG MC

03/17/17 1

RCP-LAB-01 : LAB 100-103

PANEL WIRING

PAGE 6

CLASS 2

FIELD WIRING

CLASS 1

FIELD WIRING

D2C

B

A

IO[LAB-E] - OP1

24 VAC POWER FROM

RM-LAB-TX3 TB: 1, 3

D4

A

B

C

D

IO[LAB-E] - OP2

D2

B

A

IO[LAB-E] - OP3

100/101-HEAT VALVE

24 VAC 6VA MAX (0.25A)

POWER OPEN / POWER CLOSE

103-HEAT VALVE

24 VAC 6VA MAX (0.25A)

POWER OPEN / POWER CLOSE

N.O

COMMON

N.C

N.O

COMMON

N.C

GL-BOILER ENABLE


DRY CONTACT

ON/OFF

COMMON

K2

K1

16

11

12

13

14

15

10

17

19

18

20

K2

COIL

A1 A2

1

2

K1

COIL

A1 A2

3

4

5

6

7

8

2DP-4

9

RM-LAB-11

100/101

HEAT CIRC. PUMP

103

HEAT CIRC. PUMP


FUSE OR BREAKER


T.P. SINGLE PHASE

MOTOR

FLA = 2 AMPS

LOAD 1

NEUTRAL

M


FUSE OR BREAKER


T.P. SINGLE PHASE

MOTOR

FLA = 2 AMPS

LOAD 1

NEUTRAL

M

R

CONTROLS


Current Revision:

Dwg:

Creation Date:


#101 - 18445 53RD AVENUE

SURREY, BC

V3S 7A4

604-538-3531


Date: 2/24/2017

phone: 303-450-8536

fax: (303) 457-2801

University of Maine, Preqsue Ilse

Nexus Job #: P32463

Submittal Number: NEX-SUB-04

Submittal Description: Exhaust Fan VFD

Manufacturer: ABB

Quantity: 2 ea

ACS320-01U-07 A5-2

230v

3PH

2 HP

37.5 amps

Product Data Information:

UE XN SGREENHOUSE CORPORATION

10983 LEROY DRIVE

NORTHGLENN, CO 80233


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· N M c \ s Q Z S T t P u V v T w X x b a i · l Q Z S _ Q y y V Y z ^ _ ` a O n b N d N a n c · e T Q Y [ f g k i O h N k c d i b k c · l X m f g k i O h N k c d i b k iA o p { B K F r· N b j O | R } ~ V Y v T X � \ Z V ] [ � M c O · _ Q y Q Z X � Q P W Z V Y v z ^ _ ` a O k O i d c i i a · e T Q Y [ f g i M k h n b a d M M M j · l X m f g i M k h n b a d j a k bA o p � G L F· n i n P Q R S T � [ z S v X S [ \ Z V ] [ t Y V S _ · � Z X Y � � R Y } S V Q Y ^ _ ` a M n O n d j k n a · e T Q Y [ f g k i O h b N c d N c i i · l X m f g k i O h b N c d O O j a� � � � � � � � �� ¡ � ¢ £ � � � � £ � � � � � � � ¤ � ¥ ¤ � ¦ ¢§ � � ¨ � � � � � � � � © � ª « � � � ª � � � ¬ � ª � �® � � � � ª � � � ¯ � � � � ¥ °� � � ± ª � � � � �° � ² ª � � � � �� ³ � ¯ § � � ´ µ ¶ § ® ° � ¶ ° £ · ¯ ¯ ³ ³ ° ¸ · ¹ ° ³ ¯ ® ® ¯ º µ � » ° ¼ © µ § ° � · ³ ¯ ¸ ´ ¯ © ¸� ¯ � ¶ µ £ ° ¸ � · µ ¯ � �½ ¾ ¿ À Á Â Ã Ä Å Æ Ç È É É Ê Ë Ì Í ¾ Æ Å Î Ï Ë Ð Æ É É Æ Ï Ñ Ò Ó È Ì Ô ¾ Õ È Í Ö ¿ × Ï Æ Æ Í Ó Æ Ø ÙÚ Û Ü Ý Þ ß à á â ã Ú ã ä Ú å æ ä Ú ç æ ä è é ê Þ ë ì í Þ è ì ì è î í Þ Ý é ï ð ñ ò ì ì è ß éÚ ó è ß ô è õ ò ö Þ Ý é ì Þ Þ ß ÷ è õ ê è õ Þ ßÚ ø ò Þ ÷ Ü ë ñ Þ Ý ù ú è ß ô è õ ò ö Þ Ý é ì Þ Þ ß Ý ë ò ô Þ ÷ ë è ñ Þ è é é Þ ñ ð ß ûÚ á è é ì è ß ï ñ ò õ ï ñ è ò ë ÷ Ü ò ß ð ß è Ý Þ ê ë Ü ê Þ ß ß Þ ëÚ ç è ß ß ð Þ è ë ò õ ú ñ Ü ì Ü ë éÚ á Ü ë ë Ü é ò Ü õ ë Þ é ò é ì è õ ì ÷ è é ì Þ õ Þ ë éÚ ü è ì Þ Ý ÷ Ü ë ý ä ù ä ä ä þ ä ÿ æ � â à � é Þ ß Þ î ì Þ Ý è ì è ß ì ò ì ï Ý ÞÚ æ í ê ù æ ã ä � ã � å äÚ ø ò é î Ü õ õ Þ î ì à � ò ì î í ù � â Û � ã ü Þ õ î ß Ü é ï ë ÞÚ ó ë è ô ò ì û ø è ñ ê Þ ëÚ à í Ü ë ì � è ß ß � Ü ï é ò õ ú � � à � � ó ï è ë ÝÚ à Þ ß Þ î ì Þ Ý Ü ê ì ò Ü õ é è õ Ý è î î Þ é é Ü ë ò Þ é è é õ Ü ì Þ Ý Ü õ è ì ì è î í Þ Ý é ï ð ñ ò ì ì è ß Ë ¾ È É Æ ¾ Î Ï Ä Ø Æ � � � � � � � � � Æ È � � � � � � � � � � � Ë Ï À Á Â� Ì Ï Ï Æ Í ¾ � Æ È Å Ä � Æ Ä Ô � � � Ç Æ Æ Ù Ô Ð Ï Ë Å Ì Ø ¾ Ä Ë Í Ð É Ì Ô � � � Å È ¿ Ô ¾ Ï È Í Ô Ä ¾ ¾ Ä � Æ �� È Ï Ä È Ö É Æ Õ Ï Æ � Ì Æ Í Ø ¿ Ï Ä ! Æ Ô È Ô � Ë É É Ë Ç Ô �Ú Û Ü Ý Þ ß � � Ã � Á � � � " � � # � � � ÁÚ æ ÿ ä í ê ù ã $ ÿ � è ñ ê éÚ ü è ì Þ Ý ÷ Ü ë ý Ú ê í è é Þ ò õ ù æ ã ä � ã Ü ï ìÚ � % � á � Ý ô è õ î Þ Ý � è õ Þ ß & ' ( ) ä ä *Ú � â Û � ý â õ î ß Ü é ï ë Þ + ò ì ÷ Ü ë Ý ë ò ô ÞÚ â ß Þ î ì ë Ü õ ò î Û Ü ì Ü ë � ô Þ ë ß Ü è Ý éÚ ý æ Û Ü õ ì í � è ë ì é � , ë è ô Þ ß � - è ð Ü ë � è ë ë è õ ì û & � Ü ë ñ è ß ç ï é ò õ Þ é é � Ü ï ë é * Ë ¾ È É Æ ¾ Î Ï Ä Ø Æ . � � � � � � � Æ È � � � � Á � � � � Ë Ï À Á Â/ Í Ô ¾ Ë Ø Ù È ¾ ¾ Ó Æ � È Ø ¾ Ë Ï ¿ Ð É Ì Ô � � � Å È ¿ Ô ¾ Ï È Í Ô Ä ¾ �� É É Ð Ï Ä Ø Ä Í 0 Ä Ô Õ 1 � Õ È Ø ¾ Ë Ï ¿ � Õ Ì É É � Ï Æ Ä 0 Ó ¾ È É É Ë Ç Æ Å ¾ Ë 2 Ë Ö Ô Ä ¾ Æ �3 4 5 6 7 8 9 : ; 8 < 5 6 = > 9 ? 9 5 = @ 9 : ; 8 AB C D E F G D H F I J K L I M N O P F P QB R J D G G F S T N U V L I G K D N N D K L J I V J H W D H H D I K U N D T J H L I M N O P F P QB X H P F H G H F M F L Y F P D Z K F H [ \ ] ^ _ ^ ` C a W L N N T F b H J M F G G F P J I K c F I F E K T O G L I F G G P D U Qd O G K J S F H e Q X Q f g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g


phone: 303-450-8536 Date: 2/24/2017

fax: (303) 457-2801


Nexus Job #: P32463


Submittal Description: Unit Heater

Manufacturer: Lennox

Quantity: 2 ea

LF24-75a , 1 in 100/102, 1 in 103



10983 LEROY DRIVE



Project No. Prepared By

Date

Columns with Baseplates9 Roof Purlins

STRUCTURAL CALCULATIONS

(1) 30'-0'' x 80'-0'' 'E' Series Greenhouse

13'- 0'' Column Height 8'- 0'' Bay Spacing

P32463S. Elliott4/5/17

University of Maine-Presque Isle

Presque Isle, ME 04769181 Main Street

IATN OGREENHOUSE CORPORATION

10983 LEROY DRIVENORTHGLENN, CO 80233

303-457-9199

A LN

1/11


DESIGN LOADS

DESIGN CODE - 2009 International Building Code/ASCE 7-05 2000 Aluminum Design Manual

OCCUPANCY CATEGORY - II

DEAD LOAD - 1.0 psf (Purlin Design)

2.0 psf (Truss Design)

3.0 psf (Column / Reaction Design)

ROOF LIVE LOAD - 20 psf

SNOW LOAD - Ground Snow, Pg 100 psf

Exposure Factor, Ce 1

Importance Factor, Is 1

Thermal Factor, Ct 0.85

Roof Snow Load, Pf = 0.7CeICtPg = 60 psf

Min. Roof Snow Load, Pfmin 60 psf

WIND LOAD - Design Wind Speed, V 90 mphImportance Factor, I 1Wind Exposure CInterior Pressure Coefficient, GCpi ±0.18

SEISMIC LOAD - Importance Factor, I 1Spectral Response Acceleration

SS 0.285

S1 0.089

Site Class D

LOAD COMBINATIONS - (per ASCE 2.4.1)D+LD+WD+0.7ED+0.75L+0.75WD+0.75L+0.75(0.7E)0.6D+W0.6D+0.7E

2/11


WIND LOADS(Per ASCE 7-05 )

DESIGN CRITERIA -

V = 90 mph, Exposure 'C' GCpf = (Fig. 6-10) (MWFRS)KZ = 0.90 I = 1.00 GCp = (Fig. 6-11) (COMP / CLAD)

KZT = 1.0 Kd = 0.85 GCpi = ± 0.18

q = 0.00256 * KZ * KZT * Kd * V2 * I = 0.00256(0.9)(1)(0.85)(90)²(1) = 15.9 psf

MWFRS - P = q [(GCpf) - (GCpi)]

Case A: Lateral Wind

Case 1: GCpi = -0.18

P = 15.9 [(0.55) - (-0.18)] = 11.6 psf (WW)P = 15.9 [(-0.11) - (-0.18)] = 1.1 psf (WR)P = 15.9 [(-0.45) - (-0.18)] = -4.3 psf (LR)P = 15.9 [(-0.39) - (-0.18)] = -3.3 psf (LW)P = 15.9 [(-0.45) - (-0.18)] = -4.3 psf (SW)

Case 2: GCpi = 0.18

P = 15.9 [(0.55) - (0.18)] = 5.9 psf (WW)P = 15.9 [(-0.11) - (0.18)] = -4.6 psf (WR)P = 15.9 [(-0.45) - (0.18)] = -10.0 psf (LR)P = 15.9 [(-0.39) - (0.18)] = -9.1 psf (LW)P = 15.9 [(-0.45) - (0.18)] = -10.0 psf (SW)

Case B: Longitudinal Wind

Case 1: GCpi = -0.18

P = 15.9 [(0.4) - (-0.18)] = 9.2 psf (WW)P = 15.9 [(-0.69) - (-0.18)] = -8.1 psf (WR)P = 15.9 [(-0.37) - (-0.18)] = -3.0 psf (LR)P = 15.9 [(-0.29) - (-0.18)] = -1.7 psf (LW)P = 15.9 [(-0.45) - (-0.18)] = -4.3 psf (SW)

Case 2: GCpi = 0.18

P = 15.9 [(0.4) - (0.18)] = 3.5 psf (WW)P = 15.9 [(-0.69) - (0.18)] = -13.8 psf (WR)P = 15.9 [(-0.37) - (0.18)] = -8.7 psf (LR)P = 15.9 [(-0.29) - (0.18)] = -7.5 psf (LW)P = 15.9 [(-0.45) - (0.18)] = -10.0 psf (SW)

3/11


SEISMIC LOADS

DESIGN CRITERIA -

Site Class = DImportance Factor, I = 1.00

SS = 0.285 Fa = 1.572 SMS = Fa x Ss = 0.448

S1 = 0.089 Fv = 2.4 SM1 = Fv x S1 = 0.214

SDS = 2/3 SMS = 0.299

SD1 = 2/3 SM1 = 0.142

Design Category = C

SEISMIC BASE SHEAR - Based on ASCE7-10 12.8 Equivalent Lateral Force Procedure

V = CS W (Equation 12.8-1)

Cs = SDS / (R/I) (Equation 12.8-2)

Lateral Shear

RLAT = 3 [Table 12.2-1 H. Systems Not Specifically Detailed for Seismic Resistance]

W = 30ft(width) * 8ft(bay) * 3psf W = 0.72 Kips per bayCs = 0.10

V = 0.072 Kips (Seismic Base Shear per Bay)

Longitudinal Shear

RLONG = 3 [Table 12.2-1 H. Systems Not Specifically Detailed for Seismic Resistance]

W = 30ft(width) * 80ft(length) * 3psf / 2 Column RowsW = 3.6 Kips per column line

Cs = 0.10

V = 0.359 Kips (Seismic Base Shear per Column line)

4/11


PURLIN CHECK

Purlins

[248] 5" I-Beam, 6063-T6 Aluminum

A = 1.325 in2Sx = 2.364 in3 ry = 0.69 in

L = 48 in

L / r = 69.6Fb = 16.7 - 0.073(L / r) = 11.6 ksi

Clear Span of Purlin = 7.83 ft

Purlin Spacing = 3 ft

Maximum Load = Roof Live Load + Purlin Dead Load

60psf + 1psf = 61.0 psf

Maximum Wind Pressure From a 90 mph Wind Load

0.6D+W(Case B.2) = 1.2psf + -13.8psf = -12.6 psf

Mr = w L² / 8 = (61psf * 3ft)(7.83ft)² / 8 = 1402lb-ft = 16.8 k-in

fb = Mn / S = 16.8k-in / 2.364in³ = 7.1 ksi

fb / Fb = 0.61 < 1.0 OK

5/11


TRUSS MEMBER LABELS

TRUSS MEMBER CHECK

(Data and Formulas Used for Calculation on the Following Page)

[331] 7" I-Beam (#4), 6061-T6 Aluminum Extrusion

A = 7.554 in2S = 19.56 in3

r = 1.544 in[326] Extrusion, 6063-T6 Aluminum Extrusion

A = 1.644 in2S = 1.76 in3

r = 0.846 in[328] Extrusion-double, 6063-T6 Aluminum Extrusion

A = 0 in2S = 0 in3

r = 0 in

COMPRESSION CHECK:

Allowable Load in Compression, Fb

If kL/r < 78 Fb = 14.2 - 0.074(kL/r)

If kL/r 78 Fb = 51,000 / (kL/r)2

TENSION CHECK:Allowable Load in Tension, Ft = 15.0ksi

12 3

45

7

6 8

11

10

9 12

15

14

13

16

21

19

18

27

17 20

2429

33

23

22

32

25

46

28 30

3734

26

36

31

41

38

35

40

44

42

39

45

47

43

6/11


TRUSS MEMBER CHECK

Span Aluminum ExtrusionL (in)

kL / rAllow. Comp.

ksiComp.

fa ksi

Allow. Tens.

ksi

Tens. ft

ksi

Result

Top Chord5 [326] Extrusion, 6063-T6 Aluminum 40 47.6 10.7 6.9 15.0 0.9 OK

9 [326] Extrusion, 6063-T6 Aluminum 40 47.6 10.7 7.3 15.0 1.2 OK13 [326] Extrusion, 6063-T6 Aluminum 40 47.6 10.7 6.9 15.0 1.3 OK17 [326] Extrusion, 6063-T6 Aluminum 40 47.6 10.7 6.4 15.0 1.4 OK22 [326] Extrusion, 6063-T6 Aluminum 40 47.6 10.7 6.0 15.0 1.4 OK26 [326] Extrusion, 6063-T6 Aluminum 40 47.6 10.7 6.0 15.0 1.4 OK31 [326] Extrusion, 6063-T6 Aluminum 40 47.6 10.7 6.4 15.0 1.4 OK35 [326] Extrusion, 6063-T6 Aluminum 40 47.6 10.7 6.9 15.0 1.3 OK39 [326] Extrusion, 6063-T6 Aluminum 40 47.6 10.7 7.3 15.0 2.1 OK43 [326] Extrusion, 6063-T6 Aluminum 40 47.6 10.7 6.9 15.0 2.8 OK

Bottom Chord (3 Braces)4 [327] Extrusion, 6063-T6 Aluminum 75 110.1 4.2 1.5 15.0 10.7 OK7 [327] Extrusion, 6063-T6 Aluminum 75 110.1 4.2 0.7 15.0 8.6 OK

11 [327] Extrusion, 6063-T6 Aluminum 75 110.1 4.2 0.9 15.0 8.6 OK15 [327] Extrusion, 6063-T6 Aluminum 75 110.1 4.2 0.8 15.0 7.7 OK21 [327] Extrusion, 6063-T6 Aluminum 75 110.1 4.2 0.3 15.0 5.5 OK27 [327] Extrusion, 6063-T6 Aluminum 75 110.1 4.2 0.3 15.0 5.5 OK33 [327] Extrusion, 6063-T6 Aluminum 75 110.1 4.2 1.0 15.0 7.7 OK37 [327] Extrusion, 6063-T6 Aluminum 75 110.1 4.2 1.6 15.0 8.6 OK41 [327] Extrusion, 6063-T6 Aluminum 75 110.1 4.2 3.0 15.0 8.6 OK45 [327] Extrusion, 6063-T6 Aluminum 75 110.1 4.2 1.5 15.0 10.7 OK

Web Members6 [328] Extrusion, 6063-T6 Aluminum 13 30.1 12.0 3.0 15.0 3.4 OK8 [328] Extrusion, 6063-T6 Aluminum 14 32.8 11.8 2.3 15.0 0.0 OK

10 [328] Extrusion, 6063-T6 Aluminum 39 90.5 6.2 0.0 15.0 2.5 OK12 [328] Extrusion, 6063-T6 Aluminum 34 79.5 8.1 2.4 15.0 0.4 OK14 [328] Extrusion, 6063-T6 Aluminum 51 118.1 3.7 0.4 15.0 2.4 OK16 [327] Extrusion, 6063-T6 Aluminum 54 79.8 8.0 2.5 15.0 0.6 OK18 [328] Extrusion, 6063-T6 Aluminum 44 102.8 4.8 0.5 15.0 1.7 OK19 [327] Extrusion, 6063-T6 Aluminum 44 65.1 9.4 0.6 15.0 2.5 OK20 [328] Extrusion, 6063-T6 Aluminum 24 56.1 10.0 2.1 15.0 0.5 OK23 [327] Extrusion, 6063-T6 Aluminum 44 65.1 9.4 0.8 15.0 3.4 OK24 [328] Extrusion, 6063-T6 Aluminum 84 194.9 1.3 0.0 15.0 0.1 OK25 [327] Extrusion, 6063-T6 Aluminum 44 65.1 9.4 1.0 15.0 3.4 OK28 [328] Extrusion, 6063-T6 Aluminum 24 56.1 10.0 2.1 15.0 0.5 OK29 [327] Extrusion, 6063-T6 Aluminum 44 65.1 9.4 0.8 15.0 2.5 OK30 [328] Extrusion, 6063-T6 Aluminum 44 102.8 4.8 0.5 15.0 1.7 OK32 [327] Extrusion, 6063-T6 Aluminum 54 79.8 8.0 2.5 15.0 0.8 OK34 [328] Extrusion, 6063-T6 Aluminum 51 118.1 3.7 1.4 15.0 2.1 OK36 [328] Extrusion, 6063-T6 Aluminum 34 79.5 8.1 2.1 15.0 1.5 OK38 [328] Extrusion, 6063-T6 Aluminum 39 90.5 6.2 2.7 15.0 0.3 OK40 [328] Extrusion, 6063-T6 Aluminum 14 32.8 11.8 0.3 15.0 2.4 OK42 [328] Extrusion, 6063-T6 Aluminum 13 30.1 12.0 4.7 15.0 1.2 OK

Knee Braces3 [328] Extrusion, 6063-T6 Aluminum 20 46.4 10.8 5.6 15.0 6.3 OK

44 [328] Extrusion, 6063-T6 Aluminum 20 46.4 10.8 8.7 15.0 2.2 OK7/11


COLUMN CHECK

[329] 7" I-Beam (#1), 6061-T6 Aluminum

A = 2.224 in2S = 5.157 in3

rs = 2.849 in

rw = 0.849 in

COMPRESSION CHECK:

Unbraced Length, L = 120 in

k L / r = 120 / 2.849 = 42.1 < 66

Allowable load in Compression, Fa = 20.2 - 0.126 (kL/r) = 14.89 ksi

Maximum load in Compression, fa = P / A = 7.665 / 2.224 = 3.4 ksi OK

BENDING CHECK:

Unbraced Length, L = 48 in

L / r = 48 / 0.849 = 56.5 < 79Fb = 23.9 - 0.124(L/r) = 16.9 ksi

M = 4.719 k-ft = 56.63 k-infb = M / S = 11.0 ksi OK

8/11


LONGITUDINAL BRACING CHECK

WIND: Maximum Wind Pressures = 9.2 lb/ft2 Windward

-1.7 lb/ft2 Leeward

P = (131ft²) x (9.2lb/ft² + 1.7lb/ft²) = 1.43 kips (Controls)

SEISMIC: P = 0.36 kips x 0.91 = 0.33 kips

RODSTwo sets of rods = P/2T = 0.71 kips

Maximum Load in Tension = Pr = P(14'-3''/7'-8'') = 1.33 k

3/8" diameter all-thread rod, Tallow = 0.6(36ksi)(0.11in2) = 2.38 k OK

3/8" diameter all-thread rod, Tallow = 0.5(50ksi)(0.078in2) = 1.95 k OK

9/11


ENDWALL AND SIDEWALL ANALYSIS

Wind Load= 90 mph, Exp. ''C''

Side Wall Wind Load= 20.4 lbs / ft2

Gable Wall Wind Load= 20.4 lbs / ft2

Max. Gable Post Spacing = 6 ftWall Member Spacing = 4.0 ft

GABLE POST CHECK:

[107] 5" I-Beam, 6061-T6 Aluminum

A = 2.381 in2S = 4.122 in3

rs = 2.081 in

rw = 0.917 in

Gable Post Length = 16.5 ftBending Check:

Mr = w l2/8 = (20.4psf x 6ft) x (16.5ft)² / 8 = 4165 lb-ft = 50.0 k-infb = M / S = 50k-in / 4.122in³ = 12.1 ksi

Lu = 48 inchesLu / r = 52

Fb = 23.9 - 0.124(L / r) = 17.4 ksi OK

Compression Check (strong axis):

Pmax = 1.488 kfa = P / A = 1.488k / 2.381in² = 0.6 ksi

Lu = 198 inchesLu / r = 95

Fa = 51,000/(L / r)² = 9.6 ksi OK

Compression Check (weak axis):Pmax = 1.488 k

fa = P / A = 1.488k / 2.381in² = 0.6 ksiLu = 48 inches

Lu / r = 52Fa = 20.2 - 0.126(L / r) = 13.6 ksi OK

HORIZONTAL WALL GIRT CHECK:

[013] 2"x4" Channel, 6063-T6 Aluminum

A = 1.43 in2 S = 1.736 in3 r = 0.617 in

Bending Check: Mr = w l2/8 = (20.4psf x 4ft) x (8ft)² / 8 = 653 lb-ft = 7.8 k-infb = M / S = 7.8k-in / 1.736in³ = 4.5 ksi

Lu = 48 inches

Lu / r = 78

Fb = 16.7 - 0.073(L / r) = 11.0 ksi OK10/11


NEXUS CORPORATION10983 LEROY DRIVE


STRUCTURAL COLUMN REACTIONSUniversity of Maine-Presque Isle Greenhouse

Column base reactions based on the following loads:Structure Dead Load (DL) = 3 psfRoof Live/Snow Load (LL) = 60 psfWind Load = 90 mph, exp. 'C'

D LUplift Shear Uplift Shear

Truss Columns 0.4 7.2 1.1 1.0 2.8 0.8

Corner Columns 0.1 0.6 0.1 0.1 0.3 0.5

Gable Posts 0.3 1.2 0.1 0.1 0.3 0.8

All forces are expressed in kips and are based on unfactored/uncombined load cases.

Greenhouse structure has 8'-0" Column/Truss spacing, and 10' column length (on top of 3' knee wall).

W Lat. W Long.

11/11


1/7Page:P32463Project number:Version: 2.3.6179.27440

Date: 3/7/2017University of Maine181 MainSt.Presque Isle, ME 04769

Project:

Company name:

Subject/Topic:

Name of the project engineer:

University of Maine181 Main St.Presque Isle, ME 04769

Project name:

Company name:

PROJECT DATA:

Notes/Remarks:

Description:

UofME Anchors.pcp2PDA - Powers Design Assist®

Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines and must be checked for plausibility.




Project:

Company name:

LOAD ACTIONS: [lb], [ft-lb]

ex = 0.00 inch; ey = 0.00 inch

Eccentric profile

0Muz

0Muy

0Mux

1142Vuy

355Vux

4237Nu

Design loads / actions

GEOMETRY:






Project:

Company name:

SUMMARY:

Issued: 2/1/2012

ESR-2582 (2/1/2012)Approval:

hef = 4.000 inchEffective embedment depth:

AC100+ Gold - 1/2" rod ASTM A F593, Grade304 (stainless)

Selected anchor:

NoSeismic Loads:

DryDrill hole condition:

Hammer drillingDrilling method:

Long term temperature: 75°F, Short term temperature: 104°FTemperature range:

not existentStand-off:

Tension:Condition B | Shear: Condition A

none edge reinforcementor < #4 bar

no reinforcement to limit splitting cracks availableReinforcement:

taken from Section 9.2Load combination:

Normal weight concrete,uncrackedconcrete, f c = 3500 psiConcrete:

ACI 318-08 (Appendix D) & ICC-ES AC193/AC308Design method:Basic principles of Design:

Resulting anchor forces / load distribution:

598 lb2119 lbMaximum

598 lb2119 lb#2

598 lb2119 lb#1

Shear loadTension loadAnchor No.

0 lbResulting compression force:

4237 lbResulting tension force:

0 psiMax. concrete compression stress:

0.00 ‰Max. concrete compression strain:

0.83 ≤ 1.0--Interaction

OK0.26 ≤ 1.04505 lb1156 lbShear load

0.74 ≤ 1.05754 lb4237 lbTension load

StatusCapacityDemandDesign proofCalculations:

none selectedProfile:

not calculatedCalculated plate thickness:

0.500 inchActual plate thickness:

8.00 inch x 7.00 inchLength x width:

fyk = 36000 psiMaterial:Anchor plate:






Project:

Company name:

Nua / (Φ * Nsa) = 2119 lb / 9224 lb = 0.23 ≤ 1.00Design proof:

= 2119 lbNua

D.5.1.2= Φ * Nsa = 0.65 * 14190 lb = 9224 lbΦ * Nsa

D.5.1= 14190 lbNsa

Steel strength:

ReferenceDESIGN PROOF TENSION LOADING:

Nua / (Φ * Ncbg) = 4237 lb / 6399 lb = 0.66 ≤ 1.00Design proof:

= 4237 lbNua

= 0.65 * (144.00 / 144.00) * 1.000 * 1.000 * 0.900 * 1.00 * 0.963 * 11359 lb = 6399 lb

D.5.2.1= Φ * (ANc / ANc0) * ψec,N,x * ψec,N,y * ψed,N * ψc,N * ψcp,N * NbΦ * Ncbg

D.5.2.7= 0.963ψcp,N

= 4.00 inchca,min

= 6.23 inchcac

D.5.2.6= 1.00ψc,N

D.5.2.5= 0.900ψed,N

D.5.2.4= 1.000ψec,N,y

D.5.2.4= 1.000ψec,N,x

= 144.00 inch²ANc

= 144.00 inch²ANc0

D.5.2.2= kc * fc' 0.5 * hef1.5 = 24.00 * 59.16 * 8.000 = 11359 lbNb

= 24.0kc

= 4.000 inchhef

Concrete strength:






Project:

Company name:

Nua / (Φ * Nag) = 4237 lb / 5754 lb = 0.74 ≤ 1.00Design proof:

= 4237 lbNua

= 0.65 * (129.77 / 104.47) * 0.935 * 1.028 * 1.000 * 1.000 * 0.820 * 9042 lb = 5754 lb

= Φ * (ANa / ANa0) * ψed,Na * ψg,Na * ψec,Na,x * ψec,Na,y * ψp,Na * Na0Φ * Nag

D.5.3.14= 0.820ψp,Na

= 4.00 inchca,min

D.5.3.11= 1.000ψec,Na,y

D.5.3.11= 1.000ψec,Na,x

D.5.3.10= 1.028ψg,Na

D.5.3.12= 0.935ψed,Na

= 104.47 inch²ANa0

= 129.77 inch²ANa

D.5.3.9= τK,uncr * π * d * hef = 1515 * π * 0.500 * 4.000 = 9042 lbNa0

= 4.000 inchhef

Pullout / Bond strength:

Vua / (Φ * Vsa) = 598 lb / 5109 lb = 0.12 ≤ 1.00Design proof:

= 598 lbVua

D.6.1.2= Φ * Vsa = 0.60 * 8515 lb = 5109 lbΦ * Vsa

D.6.1= 8515 lbVsa

Steel strength (without lever arm):

ReferenceDESIGN PROOF SHEAR LOADING:






Project:

Company name:

Vua / (Φ * Vcbg) = 1156 lb / 4505 lb = 0.26 ≤ 1.00Design proof:

= 1156 lbVua

= 0.75 * (288.00 / 2592.00) * 0.733 * 1.009 * 1.400 * 1.000 * 52186 lb = 4505 lb

D.6.2.1= Φ * (AVc / AVc0) * ψed,V * ψα,V * ψc,V * ψh,V * VbΦ * Vcb

D.6.2.81.000ψh,V

D.6.2.7= 1.400ψc,V

D.6.2.1c= 1.009ψα,V

D.6.2.6= 0.733ψed,V

= 288.00 inch²AVc

= 2592.00 inch²AVc0

= 7 * 1.516 * 0.707 * 59.161 * 117.58 = 52186 lb

= 7 * ( e / d0)0.2 * d00.5 * fc' 0.5 * ca11.5Vb

D.6.2.4= 24.00 inchc'a1

= 0.500 inchd0

D.6.2= 4.00 inchle

Concrete breakout strength, direction y+:

Pryout strength:

Vua / (Φ * Vcp) = 1196 lb / 12392 lb = 0.10 ≤ 1.00Design proof:

= 1196 lbVua

= 0.70 * (129.77 / 104.47) * 1.000 * 1.000 * 0.935 * 0.820 * 1.028 * 9042 lb * 2.0 = 12392 lb

= Φ * (ANa / ANa0) * ψec,Na,x * ψec,Na,y * ψed,Na * ψp,Na * ψg,Na * Na0 * kcpΦ * Vcpg

D.6.3.2= 2.0kcp

D.5.3.10= 1.028ψg,Na

D.5.3.14= 0.820ψp,Na

D.5.3.12= 0.935ψed,Na

= 4.00 inchca,min

D.5.3.11= 1.000ψec,Na,y

D.5.3.11= 1.000ψec,Na,x

= 104.47 inch²ANa0

= 129.77 inch²ANa

D.5.3.9= τK,uncr * π * d * hef = 1515 * π * 0.500 * 4.000 = 9042 lbNa0

= 4.000 inchhef






Project:

Company name:

(Nu / (Φ * Nn) + Vu / (Φ * Vn)) / 1.2 = (0.74 + 0.26) / 1.2 = 0.83 ≤ 1.0Design proof:

Interaction:

COMBINATION TENSION / SHEAR LOAD:

Fastening ok!

Characteristic bond strengths depend on short-term and long-term service temperatures.

WARNINGS / REMARKS:




phone: 303-450-8536 Date: 4/7/2017

fax: (303) 457-2801


Nexus Job #: P32463


Submittal Description: Circulating Fan

Manufacturer: Schaefer

Quantity: 4 ea

VK12

120v

1/10 HP

1.3 amps



10983 LEROY DRIVE



Date: 2/24/2017

phone: 303-450-8536

fax: (303) 457-2801


Nexus Job #: P32463


Submittal Description: Exhasust Fans

Manufacturer: Greenheck

Quantity: 2 ea

SCE3-30-620-B20

230 v

3 PH

2 HP



10983 LEROY DRIVE



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EXHAUST AIRFLOW

DAMPER

GUARD

WALL HOUSINGINTERIOR EXTERIOR

Model: SCE3-30-620-B20Sidewall Direct Drive FanMotor Access From Int. of Bldg.

DimensionalQuantity 2

Weight w/o Acc's (lb) 185

Weight w/ Acc's (lb) 334

Max T Motor Frame Size 184

Optional Damper (in.) 32 x 32

Wall Opening (in.) 39.75 x 39.75

PerformanceRequested Volume (CFM) 10,000

Actual Volume (CFM) 10,001

External SP (in. wg) 0.25

Total SP (in. wg) 0.506

Fan RPM 1160

Operating Power (hp) 1.85

Elevation (ft) 194

Airstream Temp.(F) 70

Air Density (lb/ft3) 0.074

Tip Speed (ft/min) 9,111

Static Eff. (%) 43

MotorMotor Mounted Yes

Size (hp) 2

Voltage/Cycle/Phase 230/60/3

Enclosure TEFC

Motor RPM 1160

Windings 1

External SP 0.25 in. wgDirect Drive RPM Adjustment 0.000 in. wgDamper 0.086 in. wgWall Housing 0.17 in. wgTotal SP 0.506 in. wg

Notes:All dimensions shown are in units of in.*Please consult factory for actual motor amp drawLwA - A weighted sound power level, based on ANSI S1.4dBA - A weighted sound pressure level, based on 11.5 dBattenuation per Octave band at 5 ft - dBA levels are notlicensed by AMCA InternationalSones - calculated using AMCA 301 at 5 ft

Sound Power by Octave BandSoundData 62.5 125 250 500 1000 2000 4000 8000 LwA dBA Sones

Inlet 89 92 89 88 85 83 78 74 90 79 31

12/20/2016Printed Date: 28341ML Nexus University of MaineJob:

Alt A2 Exhaust FansMark: SCE3-30-620-B20Model:

Generated by: [email protected] 4.21.2332 M:\SalesGroup\EndUser\Greenheck CAPs Files\28341ML Nexus University of Maine.gfcj Page 1 of 5


Model: SCE3-30-620-B20Sidewall Direct Drive FanStandard Construction Features:- Galvanized steel fan panel - Die formed, galv steel drive frame assembly - Castalum airfoil blade propeller - Ball bearing motors - Corrosion resistant fastenersSelected Options & Accessories:UL/cUL 705 Listed - "Power Ventilators"Airflow Direction: ExhaustDamper Mounted, WD-320-PB-32X32, Gravity Operated, Not CoatedShort Wall Hsg, Flush Exterior, w/ OSHA Grd.Motor Access: From Int. of Bldg.Switch, NEMA-3R, Toggle, Shipped with UnitJunction Box Mounted & WiredUnit Warranty: 1 Yr (Standard)





Assembly DrawingType: Sidewall Direct Drive Fan

DRAWING VIEWED FROM INTERIOR

THIS FAN HAS 6 BLADES

END VIEW DIMENSIONS ARE FOR HOUSING NOT FAN PANEL

MOTOR IS ACCESSIBLE FROM INTERIOR OF BUILDINGTHIS IS AN EXHAUST FAN DUE TO MOTOR ORIENTATION

WALL OPENING 39.75 SQ.

EXHAUST AIRFLOW

DAMPER

GUARD

WALL HOUSINGINTERIOR EXTERIOR

38.25

38.25

44.25

44.25

38.00

38.25

Notes: All dimensions shown are in units of in..





DAMPER TYP. SECTION VIEW

32

32

3.5

1.5

2.75

Standard Construction Features:- Model WD-320 is a vertical mount exhaust damper and is constructed of 18 ga galvanized steel with pre-punched mountingholes and a flanged frame - Damper blades are 0.025 in. roll formed aluminum with vinyl seals on the closing edge - Steel axlesare 0.188 in. diameter zinc plated mounted steel in acetal bushings - Synthetic axle bearings

Notes: All dimensions shown are in units of in.Width And height furnished approximately 0.125 in. undersize

Vertical Mount Exhaust DamperModel: WD-320





38.25

3838.25

3

Standard Construction Features:- Galvanized steel construction - Heavy gauge mounting flanges - Pre-punched mounting holes - Insideflanges allow damper to be mounted - Overlapping weatherhood flange keeps rain out - OSHA Protectiveguard of welded steel wire completely protects the drive side of the wall housing.

Notes: All dimensions shown are in units of in.

Short Wall Housing





Date: 2/24/2017

phone: 303-450-8536

fax: (303) 457-2801


Nexus Job #: P32463


Submittal Description: Ridge Vent Motor

Manufacturer: Wadsworth

Quantity: 4 ea

VC2000- 2 in 100/102, 2 in 103

115v

1/5 HP

2.5 amp



10983 LEROY DRIVE



FEATURES• Gear motor: 1/5 HP - 115V; 60Hz; 2.5amps - TEFC• Ball bearing motor with copper windings - Class B insulation• Gear reducer: total reduction 1350:1; 1.2 and 3 RPM final output• Output torque 1500 inch lb / 169 Nm• Lifts up to 325’ of 4’ polycarbonate roof ridge vent or 400’ of 4’ polycarbonate side vent

FEATURES• Gear motor: 1/20 HP - 115V; 60Hz; 0.68 amps - TENV• Ball bearing motor with copper windings - Class B insulation• Gear reducer: total gear reduction 1900:1; 0.85 and 2.5 RPM final output• Output torque 500 inch lb / 56 Nm• Lifts up to 75’ of 4’ polycarbonate roof ridge vent or 125’ of 4’ polycarbonate side vent

VC 100A Vent Drive VC 2000 Vent Drive

SHAFT SIZEWadsworth’s drive units can be ordered to fit either a 1-3/8” or a 1-5/8” shaft.Measure the outside diameter (O.D.) of your shaft to determine which size iscorrect for your greenhouse.

• Thermal overload protection – automatic reset – continuous duty• Quick reversing• Worm gear with tapered roller bearings on dual output shafts immersed in synthetic oil• Dual output shaft• Sealed for life; limited or no maintenance required• Superior heat dissipation through fin & casting design

1-3/8” O.D. 1-5/8” O.D.

DriveUnits

BENEFITS

Take advantage of Wadsworth’s 40 plus years of experience in automating vents. Our driveunits set the standard for powerful performance, smooth operation and reliability.

To find out more call 800.821.5829, email [email protected] or visit www.wadsworthcontrols.com


VK1212" Versa-Kool Circulation Fan

Able to Ship Small Parcel : Yes

Air Velocity (@ 5 times diameter) : 680

BESS Lab Performance Test No. : 12370

Blade Color : Metallic

Blade Material : Aluminum

CFM (free air) : 1470

CFM Calculation Standard : ANSI/AMCA Standard 230-99

CFM Range (Free Air) : 1001 - 2500

CFM/Watt (free Air) : 14

Component Certifications : Motor - UL/CSA

Cord : Included - Not Wired

Cord Length (feet) : 5

Country of Origin : US

Diameter (inches) : 12

Display Name : VK12

Drive Type : Direct

Fixed or Portable : Fixed

Frequency (Hz) : 60

Guard Color : White

Guard Material & Coating : Powder Coated Steel

Guard Spacing (inches) : 1/2 - 1 UL507

Housing Color : White

Max RPM : 1725

Mount Included : VS12FMT

Mount Type Included : Ceiling

Nameplate Amps : 1.3/.65

Number of Wings : 3

Oscillating : No

Phase : 1

Power (hp) : 1/10

Product Color : White

Product Shipping Dimensions : 15 X 14 X 16

Product Weight (pounds) : 18

Speed Control Compatible : Yes

Speeds : 1

Switch : Not included

VFD Compatible : No

Voltage : 115/230


phone: 303-450-8536 Date: 2/24/2017

fax: (303) 457-2801


Nexus Job #: P32463


Submittal Description: Destratification Fan

Manufacturer: Dayton

Quantity: 3 ea

7DX27- 2 each in 100/102, 1 in 103

120v

1 PH

.5 amps



10983 LEROY DRIVE



Date: 2/24/2017

phone: 303-450-8536

fax: (303) 457-2801


Nexus Job #: P32463


Submittal Description: Shade System Motor

Manufacturer: Wadsworth

Quantity: 2 ea

VC2000

115 c

1/5 HP

2.5 amp



10983 LEROY DRIVE



FEATURES• Gear motor: 1/5 HP - 115V; 60Hz; 2.5amps - TEFC• Ball bearing motor with copper windings - Class B insulation• Gear reducer: total reduction 1350:1; 1.2 and 3 RPM final output• Output torque 1500 inch lb / 169 Nm• Lifts up to 325’ of 4’ polycarbonate roof ridge vent or 400’ of 4’ polycarbonate side vent

FEATURES• Gear motor: 1/20 HP - 115V; 60Hz; 0.68 amps - TENV• Ball bearing motor with copper windings - Class B insulation• Gear reducer: total gear reduction 1900:1; 0.85 and 2.5 RPM final output• Output torque 500 inch lb / 56 Nm• Lifts up to 75’ of 4’ polycarbonate roof ridge vent or 125’ of 4’ polycarbonate side vent

VC 100A Vent Drive VC 2000 Vent Drive

SHAFT SIZEWadsworth’s drive units can be ordered to fit either a 1-3/8” or a 1-5/8” shaft.Measure the outside diameter (O.D.) of your shaft to determine which size iscorrect for your greenhouse.

• Thermal overload protection – automatic reset – continuous duty• Quick reversing• Worm gear with tapered roller bearings on dual output shafts immersed in synthetic oil• Dual output shaft• Sealed for life; limited or no maintenance required• Superior heat dissipation through fin & casting design

1-3/8” O.D. 1-5/8” O.D.

DriveUnits

BENEFITS

Take advantage of Wadsworth’s 40 plus years of experience in automating vents. Our driveunits set the standard for powerful performance, smooth operation and reliability.

To find out more call 800.821.5829, email [email protected] or visit www.wadsworthcontrols.com
