ADDENDUM NUMBER THREE

Addendum Number Three November 03, 2011

Westside Louisiana Technical College Page 1 of 2

ADDENDUM NUMBER THREE November 03, 2011

RE: Westside Louisiana Technical College

25250 Tenant Road

Plaquemine, Louisiana 70764

The following items shall be considered part of the Contract Documents for the above referenced

project and shall take precedence over any conflicting statements contained therein. Revise all other

notes, schedules, details, elevations, sections as required.

General:

1) This project has 5 (five) Add alternates.

• Add Alternate 1, 2 and 3 was described in Bid Documents dated October 03, 2011.

• Add Alternate 4 was described in Addendum Two.

• Add Alternate 5 is described below as part of Addendum Three.

Architectural Drawings:

2) Sheet LS.01, Detail 2 Fire-rated Ceiling Plan

• Clarification: Contractor shall install 1 hour fire-rated ceiling UL No. L524 at 13’-0” above HS

Storage S120 and HS Utility and Linen S119 as part of Add Alternate 2. Reference 2A3.01 and

2A4.05 for detail requirements.

• Clarification: Contractor shall install 2 hour fire-rated ceiling NER-258 at 13’-0” above HS

Records S118 as part of Add Alternate 2. Reference 2A3.01 and 2A4.05 for detail requirements.

3) Sheet A4.01, Door Schedule

• Revised door schedule and door types per attached sketch ASK-01.

• Clarification: Door 102-1 is a fire-rated door that is part of the fire-rated storefront framing

system Type S3 shown on sheet A4.04. Contractor shall provide required fire-rated hardware as

part of complete system.

4) Sheet A4.02, Door Details

• Delete detail 15A4.02; Fire-rated accordion door is not required for this building.

5) Sheet A11.00 and A11.01, Ceiling Plans

• Revise ceiling height noted for Corridor 145 to +10’-0”.

Addendum Number Three November 03, 2011

Westside Louisiana Technical College Page 2 of 2

Architectural Prior Approval Items:

NOTE: Acceptance of a particular manufacturer does not excuse that particular manufacturer from

meeting the plans and specifications. Compliance with specifications is the responsibility of the prior

approval manufacturer.

1) Specification Section 10 73 00 – Extruded Aluminum Canopy

Perfection Architectural System, Inc. is a prior approved manufacturer.

2) Specification Section 13 34 19 – Pre-Engineered metal Building System

Gulf State Manufacturers, a Nucor Company is a prior approved manufacturer.

Specifications:

1) Section 01 23 00 Alternates: Add the following to at the end of paragraph 3.1 Schedule of

Alternates.

“E. Add Alternate No. 5: Contractor shall provide an add price for bus duct system for future

building expansion as describe in Addendum Two electrical item for Drawing E3.00.

Structural Item:

Clarification: Structural requirement for Add Alternate 3 where chain link fence is replaced with masonry

wall. Refer to the attached memo, sketch SSK-01 and SSK-02 from Julien Engineering & Consulting, Inc.

(3) 8 ½ x 11 pages

Civil Items:

Refer to the attached memo and sketches from Forte & Tablada, Inc.

(9) 8 ½ x 11 pages

Electrical Items:

Refer to the attached memo from Forte & Tablada, Inc.

(2) 8 ½ x 11 page)

Mechanical and Plumbing Items:

Refer to the attached memo from Lucien T. Vivien Jr. and Associates, Inc.

(2) 8 ½ x11pages

___________________________________________________________________________________________________

End of Addendum Number Three

3520 General DeGaulle Drive, Suite 1045, New Orleans, LA 70114 4127 Briargrove Lane, Dallas, TX 75287Voice: 504.366.3454 Facsimile: 504.366.8726 Voice / Facsimile: 972.407.9522Internet: www.julien-engineering.com

z:\jec - active projects\11\11017 - westside technical college\bidding\11017 - 2011-11-03 - addendum input - masonry wall, tension connectors, callout on s101.doc

November 3, 2011 Via email to [email protected] Original to follow via US Mail Wendy Lee, AIA Coleman Partners Architects, LLC 3377 North Boulevard Baton Rouge, LA 70806 Reference: Westside Technical College

JEC Project No. 11017 Subject: Addendum Three Items Dear Wendy: In response to current direction and recent bid RFI’s, please include the following items in Addendum Two.

1. Sheet S1.01: See attached sheet SSK-1 for foundation details for additional masonry wall foundation that will be required as a part of Alternate Three. Tension connectors shall be required on the piles in the 78’ run of wall as shown on Section 3A/S1.03 provided with this Addendum.

2. Sheet S1.01: The section callout along grid line 1 between grid lines C and D shall be changed from 4/S1.03 to 1/S1.03.

3. Sheet S1.03: See attached sheet SSK-2 for the addition of detail 3A/S1.03. 4. Sheet S1.03: Section 10/S1.03 applies only at the markee sign foundation.

Should any questions arise, please contact me via phone (504.366.3454) or via email ([email protected] ). Sincerely, JULIEN ENGINEERING & CONSULTING, INC. Kerwin Julien PE, MSCE President

JEFFERSON-BRENTWOOD ADA CHECKJefferson Dr. at Essen Ln.Baton Rouge, Louisiana SSK-1

ADDENDUM ONE

10049

10/26/11

31820 Hwy 190 WSlidell, Louisiana

Henry Mayfield Elementary SchoolWestsideLouisiana Technical College25250 Tenant RoadPlaquemine, LA 70764

Sheet 1 of 2

PROJECT: WESTSIDE LOUISIANA TECHNICAL COLLEGE

IBERVILLE PARISH

F&T JOB NO. 11166

ADDENDUM NO.: Three (3)

DATE: November 3, 2011

The following items shall be considered part of the Contract Documents and shall be included in

same when Construction Contract is executed. Changes made by Addenda shall take

precedence over original Documents. Any changes, which may affect construction or proper

installation of materials, equipment or fixtures, not specifically mentioned in this Addendum, should

be brought to the attention of the Designer before submitting proposal. Otherwise, such conditions,

if found later to exist, must be worked out in an acceptable manner without additional cost to the

Owner. Contractors are hereby advised to call attention of all subcontractors to changes, which

may affect their work.

General

1. Plan and profiles of the Exxon/Mobile pipeline crossing are attached. The Contractor is to

cross the pipeline in accordance with CSK-08, CSK-09 and CSK-10. The electrical crossings

shall be encased in a schedule 40 steel casing. Welding requirements of the casing shall

be in accordance with ANSI/AWWA C206. Welders shall be qualified under the provisions

of ANSI/AWS D1.1. The exterior of the casing pipe shall be coated with coal tar epoxy or

bituminous asphalt. The ends of the casing pipe are to be sealed with end seals made of

synthetic rubber, conical shape, pull-on or wrap around style with Type 304 stainless

bands.

2. Exxon/Mobile will be reinforcing the pipelines under the entrance drive early during the

construction phase. The Contractor is to coordinate this work with Exxon/Mobil and

complete entrance drive construction after the Exxon/Mobile work. The Contractor is to

use an alternate construction entrance and will be required to use a construction mat air

bridge over the pipeline. See CSK-12 for location. No vehicle traffic shall be allowed over

Exxon/Mobile pipelines without notification to Exxon/Mobile of the crossing location and

inspection of the crossing by Exxon/Mobile prior to use. Exxon/Mobile shall require a

construction matt air bridge to be constructed over the pipelines. Construction matt air

bridge shall be based on pipe depth measured by Exxon/Mobile from one call

notification. Exxon/Mobile anticipates the air bridge to consist of a construction matt

base on either side of the pipeline with a matt spanning the pipelines. The bridge shall

be constructed so that no external loading is applied to the Exxon/Mobile pipelines. The

exact distance between mats shall be specified by Exxon/Mobile based on the field

verified location of the crossing.

3. No construction equipment is to be allowed on the Exxon/Mobile servitude. The

Contractor is to place and maintain orange plastic construction fencing on either side of

the pipeline servitude.

9107 Interline Avenue

Baton Rouge, LA 70809

T (225) 927-9321

F (225) 927-9326

Sheet 2 of 2

4. Please note, when the servitude was adjusted there were several locations where the

water lines ended up being partially in the servitude. Water lines to be field adjusted to

run outside the Exxon/Mobile servitude. Please see CSK-08, CSK-09 and CSK-10.

5. The fire water and potable water back flow prevention assemblies are to be enclosed in

a heated and insulated fiberglass enclosure(s) (HotBox). The enclosure is to be

constructed and installed in accordance with ASSE 1060 requirements and

manufacturer’s recommendations.

6. All fire hydrants are to be 5-¼” A423 Super Centurion “250” with two hose nozzles and

one pumper nozzle manufactured by Mueller Co.

Drawings

Drawing C1.00 – Site Plan

1. An additional fire hydrant and water line was added. Please see CSK-11.

2. Pipeline construction access see CSK-12.

Drawing C5.00 – Drainage &C6.00 – Paving & Grading

1. The drive pipeline crossing elevations were raised to comply with Exxon/Mobile

requirements. The drainage manhole’s top was raised as well. Please see CSK-13.

Drawing C6.00 – Paving & Grading

1. Revised retaining wall detail. Please see CSK-14.

Sheet 1 of 2

PROJECT: WESTSIDE LOUISIANA TECHNICAL COLLEGE

IBERVILLE PARISH

F&T JOB NO. 11166

ADDENDUM NO.: Three (3)

DATE: November 3, 2011

The following items shall be considered part of the Contract Documents and shall be included in

same when Construction Contract is executed. Changes made by Addenda shall take

precedence over original Documents. Any changes, which may affect construction or proper

installation of materials, equipment or fixtures, not specifically mentioned in this Addendum, should

be brought to the attention of the Designer before submitting proposal. Otherwise, such conditions,

if found later to exist, must be worked out in an acceptable manner without additional cost to the

Owner. Contractors are hereby advised to call attention of all subcontractors to changes, which

may affect their work.

General

1. Provide a complete video conferencing system (Polycom Model Number QDX6000) for

Dow Training Room Number 102. System shall be complete with camera, software, two

microphones, cables and remote control. System shall be provided with Polycom

Media Cart with a 55” LCD monitor. Provide all cabling and interface components as

required to provide a complete and operating video conferencing system.

2. The East/West Bus Duct system added to Drawing E3.00 in Addendum Number Two

shall be designated as Add Alternate Number 5.

Clarification

1. All special systems cables shall not be required to be plenum rated. The space above

the ceilings is a non-plenum rated space.

2. The junction boxes with the “D” subscript are as described in Construction Note

Number 16. These junction boxes and conduit are provided with a pull string to the

above ceiling space only. Provide a blank device cover plate at each of these

junction box locations.

Drawings

Drawing E1.00 – Construction Note Number 20

After the forth sentence, add the following text.

“All conduits crossing the ExxonMobil right-of-way shall be encased in a steel pipe casing

with end seals. Contractor shall provide properly sized and configured bore spacers to

support the conduit inside each steel casing. Bore spacer supports shall be provided on

9107 Interline Avenue

Baton Rouge, LA 70809

T (225) 927-9321

F (225) 927-9326

Sheet 2 of 2

a minimum of 6’ centers and shall not be allowed to twist during installation. See Civil

drawings for details on sizes and installation of the required steel casing at each crossing.

In the sixth sentence, delete the following text.

“including any casings if required”

Drawing E1.01 – Site Plan

Add two(2) 2” conduits (spares) to each of the North and South pipeline crossings. Spare

conduits shall extend 5’-0” past each end of casings and each conduit shall be provided

with a traceable pull rope (1#12) and capped at both ends.

Drawing E4.00, E4.01 – Special Systems Plans

Add an “LCD” monitor on the South wall of Room 101. See Architectural plans for actual

location.

ACCEPTABLE SUBSTITUTIONS:

The following manufacturers are considered equal to that specified in name brand and series

only. However, neither the full effects of using them nor the compatibility with the entire project

have been evaluated. Issuance of prior approval does not relieve the Contractor from meeting

all requirements of the Construction Documents. Any required changes or modifications to the

project resulting from substitutions shall be the responsibility of the Contractor.

SECTION 27 10 00 - CATEGORY 6E STRUCTURE CABLING SYSTEM (SCS)

Product Connectivity

ADC TrueNet or Commscope

LUCIEN T. VIVIEN, JR. AND ASSOCIATES, INC.

CONSULTING ENGINEERS

3001 22nd Street P.O. Box 9460 (504) 218-5409

Metairie, LA 70002 Metairie, LA 70055-9460 FAX (504) 218-5412

November 03, 2011 Wendy Lee Coleman Partners Architects L.L.C. 3701 Kirby Dr. Suite 988 Houston Texas 77098. USA SUBJECT: Westside Technical College– Addendum Three items

LTV JOB # 11002 Dear Wendy, Please include the following in your next Addendum on the above subject referenced. Item 1: The following Manufacturers offering products, to comply with the requirements of the

Specifications, are also to be listed as alternates for the Equipment listed. All materials and/or devices shall be equal in substance and function and meet the requirements of the specified items. Burden of proof that the items offered are equal, or superior, in construction and efficiency, to the specified items, rests on the supplier of those items. Final approval of these items during the Submittal Phase will only be granted if that proof is satisfactory to the Architect.

SPEC SECTION 22 00 00 MANUFACTURERS Plumbing Fixtures Zurn, Acorn, Hose Bibbs Zurn Floor Drains Zurn Trap Primer Zurn Water Heater Chronomite Plumbing Faucet Elkay Electric Drinking Fountain Elkay

SPEC SECTION 23 05 00 MANUFACTURERS

Expansion Tanks Taco, Patterson Pump Chillers McQuay

A/C Blower Coil Unit McQuay Grilles Registers Diffusers Titus Exhaust Fans Loren Cook Roof intake/exhaust Caps Loren Cook HVAC Pumps Taco, Patterson Pump Air separators Taco, Patterson Pump Hot Water Boilers Patterson Kelly Flue Pipe Selkirk Metalbestos/Heatfab Variable Frequency Drives Yaskawa, Square D/Taco

Addendum #3 Page 2 of 2

Vibration Isolation Amber Booth Flex Connections Twin City Hose Automatic Flow Control Valves Nexus Integrated Automation Control System Johnson Controls Inc.

If you desire any further information please contact our office. Very truly yours, LUCIEN T. VIVIEN, JR. AND ASSOCIATES, INC. Lucien E. Vivien, P.E.

JEFFERSON-BRENTWOOD ADA CHECKJefferson Dr. at Essen Ln.Baton Rouge, Louisiana ASK-01

ADDENDUM THREE

10049

11/03/11

31820 Hwy 190 WSlidell, Louisiana

Henry Mayfield Elementary SchoolWestsideLouisiana Technical College25250 Tenant RoadPlaquemine, LA 70764

TYPE 'C' TYPE 'D'

PLASTIC LAMINATEFACE WOOD DOORW/ NARROW LITE

PAIR PLASTICLAMINATE FACEWOOD DOORS

RE: SCHEDULE RE: SCHEDULE

RE: SCHEDULE

RE: SCHEDULE

TYPE 'A'

FLUSH PANELSTEEL DOOR

RE: SCHEDULE

RE: SCHEDULE

TYPE 'E'

PAIR EXTERIORFLUSH PANEL

STEEL DOOR W/NARROW LITE

TYPE 'B'

RE: SCHEDULE

RE: SCHEDULE

PAIR FLUSH PANELSTEEL DOORS

RE: SCHEDULE

RE: SCHEDULE

TYPE 'F'

PLASTIC LAMINATEFACE WOOD

DOOR

RE: SCHEDULE

RE: SCHEDULE

TYPE 'G'

PLASTIC LAMINATEFACE WOOD DOOR W/

FULL LITE

RE: SCHEDULE

RE: SCHEDULE

RE: SCHEDULE

RE: SCHEDULE

TYPE 'H'

PAIR EXTERIORALUMINUM

STOREFRONTDOORS

RE: SCHEDULE

RE: SCHEDULE

TYPE 'J'

PAIR PLASTICLAMINATE FACEWOOD DOORS W/

FULL LITE

TYPE 'I'

OVERHEADCOILING DOOR

RE: SCHEDULE

RE: SCHEDULE

TYPE 'K'

FLUSH PANELW/LOUVERSTEEL DOOR

RE: SCHEDULE

RE: SCHEDULE

PROVIDE REMOVABLEMULLIONS PER SPECSECT. 087100




088000 - C3 088000 - C1

088000 - A1088000 - C1 088000 - C3

FLUSH PANELSTEEL DOOR W/NARROW LITE

RE: SCHEDULE

RE: SCHEDULE

TYPE 'L'

088000 - C1

088000 - C3AT FIRE-RATEDDOORS

088000 - C3 FIRE-PROTECTION-RATSPECIFICATION SECTIOOF GLAZING REQUIREDDOOR

? 1/4" = 1'-0"

DOOR TYPE LEGEND4

088000 - A1 1" INSULATING, LOW-E COATED, TINTEDTEMPERED GLAZING RE: SPECIFICATIONSECTION 088000 TYPE: GL-3

088000 - C1 1/4" CLEAR TEMPERED GLAZING RE:SPECIFICATION SECTION 088000 TYPE GL-1

088000 - C3 FIRE-PROTECTION-RATED GLAZING. RE:SPECIFICATION SECTION 088000 FOR TYPEOF GLAZING REQUIRED FOR FIRE-RATEDDOOR

MATERIAL KEYNOTES

DOOR SCHEDULE

Mark Type Mark Width Height Thickness Fire Rating Door Panel Material Door Panel FinishDoor FrameMaterial Door Frame Finish Head Jamb Threshold Comments

101-1 H 6' - 0" 7' - 0" 1" 0 GLASS/ALUM CLEAR ANODIZED ALUMINUMRE: W5

CLEAR ANODIZED - - - PANIC HARDWARE AND CARD ACCESS


CLEAR ANODIZED - - - PANIC HARDWARE

102-1 J 6' - 0" 7' - 0" 1 3/4" 60 GLASS/WOOD RE: SPEC 081423.16 ALUMINUMRE: S3

CLEAR ANODIZED - - - INCLUDED IN THE COMPLETEFIRE-RATED STOREFRONT SYSTEM S3

103-1 G 3' - 0" 7' - 0" 1 3/4" 0 GLASS/WOOD RE: SPEC 081423.16 ALUMINUMRE: S2

CLEAR ANODIZED - - -

104-1 C 3' - 0" 7' - 0" 1 3/4" 20 GLASS/WOOD RE: SPEC 081423.16 H.M. PAINT 1A4.02 2A4.02

105-1 C 3' - 0" 7' - 0" 1 3/4" 20 GLASS/WOOD RE: SPEC 081423.16 H.M. PAINT 1/A4.02 2A4.02 3A4.02

106-1 F 3' - 0" 7' - 0" 1 3/4" 90 WOOD RE: SPEC 081423.16 H.M. PAINT 5A4.02 6A4.02 3A4.02

108-1 G 3' - 0" 7' - 0" 1 3/4" 0 GLASS/WOOD RE: SPEC 081423.16 ALUMINUMRE: S1

CLEAR ANODIZED - - -

108-2 G 3' - 0" 7' - 0" 1 3/4" 0 GLASS/WOOD RE: SPEC 081423.16 H.M. PAINT 1A4.02 2A4.02




113-1 C 3' - 0" 7' - 0" 1 3/4" 20 GLASS/WOOD RE: SPEC 081423.16 H.M. PAINT 1A4.02 2A4.02 3A4.02

113-2 A 3' - 0" 7' - 0" 1 3/4" 0 STEEL PAINT H.M. PAINT 13A4.02 14A4.02 8A4.02




116-1 C 3' - 0" 7' - 0" 1 3/4" 20 GLASS/WOOD RE: SPEC 081423.16 H.M. PAINT 1A4.02 2A4.02 ALT 1 PLAN

122-1 C 3' - 0" 7' - 0" 1 3/4" 20 GLASS/WOOD RE: SPEC 081423.16 H.M. PAINT 9A4.02 10A4.02 3A4.02

123-1 F 3' - 0" 7' - 0" 1 3/4" 20 WOOD RE: SPEC 081423.16 H.M. PAINT 9A4.02 10A4.02







CLEAR ANODIZED - - - PANIC HARDWARE AND CARD ACCESS


137-1 C 3' - 0" 7' - 0" 1 3/4" 60 WOOD RE: SPEC 081423.16 H.M. PAINT 9A4.02 10A4.02

137-2 L 3' - 0" 7' - 0" 1 3/4" 0 GLASS/METAL PAINT H.M. PAINT 9A4.02 10A4.02 4A4.02


138-2 L 3' - 0" 7' - 0" 1 3/4" 0 GLASS/METAL PAINT H.M. PAINT 9A4.02 10A4.02

138-3 E 6' - 0" 7' - 0" 1 3/4" 0 STEEL PAINT H.M. PAINT 13A4.02 14A4.02 8A4.02

138-4 I 10' - 0" 8' - 0" 2" 0 STEEL RE: SPEC 3A9.13 4A9.13








148-2 E 6' - 0" 7' - 0" 1 3/4" 0 STEEL PAINT H.M. PAINT 13A4.02 14A4.02 8A4.02

148-3 I 10' - 0" 8' - 0" 2" 0 STEEL RE: SPEC H.M. PAINT 12A4.02 16A4.02

148-4 I 10' - 0" 8' - 0" 2" 0 STEEL RE: SPEC 3A9.13 4A9.13

149-1 D 6' - 0" 7' - 0" 1 3/4" 20 WOOD RE: SPEC 081423.16 H.M. PAINT 9A4.02 10A4.02 4A4.02

150-1 K 3' - 0" 7' - 0" 1 3/4" 0 STEEL PAINT H.M. PAINT 13A4.02 14A4.02 8A4.02

151-1 K 3' - 0" 7' - 0" 1 3/4" 0 STEEL PAINT H.M. PAINT 13A4.02 14A4.02 8A4.02


Grand total: 47

2DOOR SCHEDULE FOR ALTERNATE 2

1DOOR SCHEDULE

DOOR SCHEDULE - ALTERNATE 2

Mark Type Mark Width Height Thickness Fire Rating Door Panel Material Door Panel FinishDoor FrameMaterial Door Frame Finish Head Jamb Threshold Comments

S116-2 C 3' - 0" 7' - 0" 1 3/4" 0 GLASS/WOOD RE: SPEC 081423.16 H.M. PAINT 1A4.02 2A4.02

S117-1 C 3' - 0" 7' - 0" 1 3/4" 20 GLASS/WOOD RE: SPEC 081423.16 H.M. PAINT 1A4.02 2A4.02 3A4.02

S118-1 F 3' - 0" 7' - 0" 1 3/4" 90 WOOD RE: SPEC 081423.16 H.M. PAINT 5A4.02 6A4.02

S119-1 C 3' - 0" 7' - 0" 1 3/4" 45 WOOD RE: SPEC 081423.16 H.M. PAINT 1A4.02 2A4.02

S120-1 C 3' - 0" 7' - 0" 1 3/4" 45 GLASS/WOOD RE: SPEC 081423.16 H.M. PAINT 1A4.02 2A4.02




Grand total: 8