121 W. Vermilion Street, Lafayette, Louisiana, 70501 337.237 · Principal and Room 1007 Time-Out shall be Window Type “K”. 16. Refer to Sheet A3.1, Note that all new door openings

Addendum #3 -Page 1 January 13, 2017

121 W. Vermilion Street, Lafayette, Louisiana, 70501 337.237.2770

ADDENDUM #3 Date: January 13, 2017 Project: Milton Elementary / Middle School Wing Addition Project No: 2015_16_00 TO: Plan Holders Project plans and manual dated December 2016. This Addendum shall be considered as part of the original Contract Documents for the above-mentioned Project as though it had been issued at the same time and incorporated integrally therewith. All changes to the work and/or additional work contained herein shall be governed by the requirements of the Contract Documents. Where provisions of the following supplementary data differ from those of the original Contract Documents, this Addendum shall govern and take precedence. ADDENDUM NO. 3: GENERAL CLARIFICATIONS:

1. Refer to “Advertisement for Bids”, The project bid time has been extended to 3pm, Thursday, January 26, 2017. All other information remains the same.

2. Clarification: The contractor will have to pay all applicable sales and use taxes for the project.

DRAWINGS:

3. Refer to attached Sheet ADD3.1: Clarification: See attached Base Bid Site Plan for sidewalks, walkway covers, and mow strips in Base Bid.

4. Refer to sheet C1.00: Clarification: Contractor shall refer to this sheet for trees and shrubs to be removed. Add removal of 36” Live Oak against cafeteria in tree removal requirements. Trees that are required to be removed shall include root system.

5. Refer Sheet C1.08. Delete sheet and replace with attached Sheet ADD3C1.08. 6. Refer Sheet C2.02: All traffic and parking signs for this project shall be in accordance with

Section 1015 of the most recent edition of the LADOTD Standard Specifications for Roads and Bridges. Specifically, the sign posts shall be in accordance with paragraph 1015.02(a)(2): Steel Pipe, and shall be galvanized after fabrication. All fittings and fasteners shall be in accordance with section 1015.02(c). Sign panels shall be in accordance with 1015.04(a) flat aluminum panels. Signs shall include retro reflective sheeting in accordance with Section 1015.05 of the LADOTD Standard Specifications for Roads and Bridges.

Addendum #3 -Page 2 January 13, 2017 7. Refer Sheet C2.02. Clarification: All signs including Handicapped Parking Signs to be set in a

12” diameter x 30” deep concrete foundation. 8. Refer to Sheet D2.1: Reference to tree demolition shall refer and be governed by C1.00. 9. Refer to A2.2 - Drawing 21: Clarification “NO TRUCKS” sign shall be the International symbol

diagram of a truck in a circle with a slash through it and shall comply with the traffic and parking sign requirements for Sheet C2.02.

10. Refer to attached Sheet ADD3C1.09. Clarification: The purpose of this drawing is to detail the outfall and revetment used for erosion protection for the proposed A2000 30” drainage piping.

11. Refer to attached Sheet L1.3R1, Drawing 1: Future Sleeve Plan. Clarification: 3” diam. PVC sleeves shall be schedule 40.

12. Refer to Addendum 2, Item 11 refers to both D3.1 and A3.1. Items 12, 13, and 14 shall reference A3.1 for the repair work.

13. Refer to Sheet A2.4, Drawing 2: Clarification: The note denoting “SAWCUT EXISTING PAVING” refers to ¼” deep saw cut to end/die the stained concrete color.

14. Refer to Sheet A2.4, Drawing 2: Clarification: “STAINED CONCRETE TO MATCH CURVED WALK” applies only if Additive Alternate 1 is taken for the segmented walk/cover.

15. Refer to Sheet A3.1, Drawing 1: Clarification: Window between Room 1006 Middle Asst. Principal and Room 1007 Time-Out shall be Window Type “K”.

16. Refer to Sheet A3.1, Note that all new door openings being installed in existing masonry block walls shall have 5” x 5” x ¼” steel angle for the width of the opening and bearing 8’ into each side. Lintel to be placed on room side of wall and not hall or cafeteria side. Tooth in CMU around opening for flush appearance. Prime and paint with remainder of room.

17. Refer to Sheet A3.1, Door E105A shall reference details 4, 10 and 16 on A9.7 for required head, jamb and sill conditions.

18. Refer to Sheet A3.1, Doors 105C and 106C shall refer to details 10 and 16 on A9.7 for similar construction. Detail at head of door/transom frame shall require anchoring to existing wood blocking where window/louver is removed.

19. Refer to sheets A3.2 and A3.3, Reference Stair 1 and Stair 2, see revised partition types indicated on attached drawings ADD3.2 and ADD3.3.

20. Refer to Sheet A4.1, Drawing 7: Clarification: Do not horizontally cut tiles- four courses of 24” high tile plus a 6” resinous cove base totals 8’-6” high not 8’-0” as shown.

21. Refer to Sheet A4.5, Door Schedule, Doors 105C and 106C, door type to be changed from D3 to D5.

22. Refer to Sheet A4.5, Door Schedule. Add Door C109A immediately above Door C109B on Door Schedule-First Floor Addition. Door C109A shall match Door C109B in all aspects including door hardware.

23. Refer Sheet A4.7, Partition Type P6 and P-6A: Clarification wall only extends 6” above ceiling not to deck and gypsum board on one side only.

24. Refer Sheet A4.7, Partition Types P10-S and P10-A: Clarification: 1/4” thick gypsum board on curved walls is not required to be Type X or Abuse Resistant.

25. Refer to Sheet A4.7, Add partition type P13 as shown on detail 1/ADD3.4. 26. Refer Sheet A5.2, Drawing 13: Delete Decorative Medallions above windows on north façade of

Library. 27. Refer to Sheet A7.3, Drawing 2: Delete “ 6” DEEP SOLID SURFACE COUNTER W/ PLASTIC

LAMINATE BRACKETS.” 28. Refer to Sheet S1.1: Concrete Foundation and Slab General Notes, Note 8.2 should read as

follows: 8.2. BUILDING GRADE BEAMS: 4,000 PSI. (MAXIMUM 5” SLUMP)

29. Refer to Sheet A11.1, Detail 11 to be omitted and replaced with detail 2/ADD3.4. 30. Refer to Sheet A11.2, Details 7 and 8 shall delete requirement for spray applied fire resistant

material. 31. Refer Sheet S1.4: Delete the four 1’-6”x1’-9” cross tie beams under the Car Drop Canopy.

Delete and replace the 8 spread footings with 30” diameter x 14’-0” deep drilled shafts as indicated in the attached revised Section 1/S1.4

Addendum #3 -Page 3 January 13, 2017 32. Refer Sheet S3.2: Revision: Framing Design Data, Note 3.5 should read as follows: 3.5.

SURFACE ROUGHNESS = B (SECTION 26.7.2) 33. Refer Sheet S3.2: Revision: Framing Design Data, Note 3.10 should read as follows:

3.10. WIND EXPOSURE CATEGORY = B (SECTION 26.7.3) 34. Refer Sheet S3.3: Open Web Steel Joists: All joist indicated as rolled on the framing plans and

sections shall be straight and spaced no more than 5’-0” o.c. 35. Refer Sheet M4.2 – Mechanical Schedules

a. Option #2 – Dedicated 100% Outside Air – Split System – Indoor Unit Schedules (Electric Heat W/ SCR Controls): Unit OAHU 1-4(D) shall be furnished with a long length refrigerant line kit for extended Refrigerant line distances.

b. Option #2 – Dedicated 100% Outside Air – Split System – Outdoor Unit Schedule: Unit OACU 1-4(D) shall be furnished with a long length refrigerant line kit for extended Refrigerant line distances.

36. Delete the following previous Addendum 2 Item which reads: “Electrical Sheet E1.1 Keynote 4: In lieu of specified, any and all costs shall be included in bid. The work associated with relocating the overhead services to underground services shall be by the project contractor and fully coordinated with local utility companies. Any and all costs shall be paid by the contractor to any utility companies. The existing overhead line and associated utility poles to be removed. Two wooden poles and associated services to be removed in total. All existing services to be replaced underground. Refer to Keynote 2 for underground primary work. This work to occur during the summer of 2017.”

a. Replace with the following requirement: i. Electrical Sheet E1.1 Keynote 4: The direct utility company costs required from

Hunt Telecom, AT&T and/or Entergy for work associated with relocating the existing overhead line to underground facilities shall be by owner. The school board will pay directly to the utility companies costs associated with this particular scope of work. The contractor shall provide conduit systems as indicated in the construction documents and shall remove all wood poles once abandoned.

ii. The contractor shall pay any and all costs, metering, etc. associated with the new electrical services at the Gym and the new addition (if any).

iii. The work associated with removal of overhead services shall be complete the summer of 2017 with exception of the Hunt and AT&T work. See below addendum item.

37. In addition to requirements detailed on Electrical Site plan, contractor to provide and install 2-4” underground conduits from utility pole (with Keynote 3 Sheet E1.1 designation) to existing RmC114 at the Kitchen area. Contractor to provide Nema 3R enclosure (12” x 12” x 12”) at the exterior of Rm C114 at approx. 10’AFF to accept and extend conduits to above ceiling inside hall C110. Provide and install pullstrings. This work shall be completed as soon as possible and prior to underground foundation work or drill shafts of the new addition. Exact routing to be coordinated with engineer and utility companies in the field. These two conduits shall be used for AT&T services and Hunt Telecom services. The conduits shall be maintained and protected throughout construction. Contractor to notify project engineer and utility companies once conduit installation is complete. Contractor to cut and patch concrete as needed. The intent of this addendum item is for raceway system by contractor. Any new fiber and or cabling shall be by utility company (and paid directly to utility company by owner).

38. Under Alternate 1: Electrical Contractor to refer to D2.1 for requirements of canopy demo under alternate: Contractor to remove four existing canopy mounted fluorescent sealed strips. Contractor to extend existing circuitry about 30’ under area of canopy near parking lot to make circuit continuous. Contractor to remove 10 existing low voltage cables which are located on canopies. Contractor to provide in bid the time and materials needed to relocate 10 Cat6 weatherproof cables underground in 2”C from existing white building (referenced as “Existing Speech” Building) to existing main building. The approximate length of underground conduit is

Addendum #3 -Page 4 January 13, 2017 115’. Contractor to assume 250’ of cabling times 10 cables. Contractor to assume that the new termination points are within 50’ of each building.

39. Clarification: Sheet E7.1 Detail Riser 3 Electrical Riser Diagram- Kitchen Area- Panel ME should be noted as “ME17”

40. Clarification: Sheet E4.2 Mech Yard 2: Panel M17 should be noted as “MD17”. 41. Lighting Fixture Schedule: Type DE Lighting Fixture shall be same as Type D except with

remote 90 minute battery. Battery shall be located above the ceiling of adjacent classroom/corridor and location marked on record drawings.

42. Lighting Fixture Schedule: Type WF Lighting Fixtures shall be Eaton 922 10LED 40 31 12 SA30 or approved equal. Contractor to provide remote 12V transformer (circuit voltage is 277V) for each WF fixture. Transformer location to be verified in field with engineer.

43. Lighting Fixture Schedule: Type D4 fixture shall be dimmable. 44. Clarification for Lighting: Contractor to provide and install any and all low voltage control wiring

for specified dimmable LED lights. 45. Specification 271500 Clarification on cabling installer requirements: Contractor must have BICSI

certified member on staff or be prior approved equal to BICSI installer certification. Southern Technologies (Lafayette, LA) is approved as equal to this BICSI requirement.

46. Clarification: Sheet E6.4: Door Access Rough In Riser DA-2. a. Keynote 4 should read: one 14/4 cable and one 18/8 cable in ¾:C. b. Keynote 5 should read: one 18/2 cable in ½”C c. Keynote 6 should read: one 14/2 cable and one 18/4 cable in ¾”C d. Keynote 7 should read: one 18/12 cable (18/6 to JB7 for opening 1000A and 18/6 to JB7

for opening 1001A) in ¾”C 47. Clarification: Sheet E6.4: Door Access Rough In Riser DA-3: Keynote 4 should read: one 18/2

cable in 3/4”C 48. Clarification: Sheet E6.4: Door Access Rough In Riser DA-1: Reference to “2 x18” shall be a

requirement for 18/2 cable in ½”C 49. Refer Sheet E6.3: Delete dual intercom trumpet at Stair 2035: Bidirectional speaker to remain. 50. Refer Sheet E7.5 Intercom Riser Diagram. Provide rack mount 24 port remote intercom Gateway

at data rack in Room 2022 (IDF 2022). Raulands TC6024. 51. Refer Sheet E7.5 Intercom Riser Diagram. Provide rack mount 24 port remote intercom Gateway

at data rack in Room 2010 (IDF 2010). Raulands TC6024. 52. Refer Sheet E7.5 Intercom Riser Diagram. Provide rack mount 100 watt power Amplifier

connected to intercom system. One each per data rack at IDF 1012, IDF 1026, IDF 1039, IDF 2010 and IDF 2022. Amplifier shall be 100% compatible with intercom system.

53. Refer Sheet E7.5: Provide 6 strand wet rated fiber optic multimode OM3 cable dedicated to intercom system in 1 ½”c ran below grade between IDF 1012 and IDF 1026.

54. Refer Sheet E7.5: Provide 6 strand fiber optic multimode OM3 cable dedicated to intercom system in 1 ¼”c between IDF 1026 and IDF 2010.

55. Refer Sheet E7.5: Revise intercom riser Keynote #9 to read as follows; “Rack mounted 24 port remote intercom gateway Raulands TC6024”.

56. Refer Sheet E7.5: Revise intercom riser Keynote #13 to read as follows: “Rack mount 24 port remote intercom gateway Raulands TC 6024”.

57. Panels LD, LK2, LD2, LF, LF2 shall be 22,000 AIC rated in lieu of 24,000 indicated. PROJECT MANUAL:

58. Section 033000 Cast in place concrete, Clarifications: a. The 3000 psi drill shaft mix is to have a slump of 6” to 8”. A 6” slump is achievable with

a mid-range water reducer. b. HRWR (Super P) may be used to pump the Light Weight Concrete. Fly ash shall not be

used. 59. Section 078100. Spray applied fireproofing will be removed from the project. 60. Section 087100. Hardware Set 51 shall read.

Doors

Addendum #3 -Page 5 January 13, 2017 E128A 65 6' - 0" 7' - 0" 2" Each Opening to Receive NO HARDWARE NECESSARY THIS OPENING

61. Section 093013, 2.3.A & B: Delete Tile “Color: As selected by Architect from Full Manufacturer’s Range.” Add:

a. CT-1 color: Price Group 3 b. CT-2 color: Price Group 1

62. Refer Section 096819, 2.1 C. Delete “Umbra, Pop, and Flash.” Add “Umbra Stripe, Pop, and Flash.”

63. Section 22 05 00 – Sanitary Sewer Waste Lines, Grease Waste Lines a. Page 1 of 15 – Clarification: Piping below slab shall be constructed of solid wall

Schedule 40 PVC plastic pipe with solvent welded joints. Piping below grade and within foundation shall not require duct wrap.

64. Section 230000 – Air Conditioning, Heating and Ventilating, Page 13 of 32 – VRF Outdoor Unit (Simultaneous Cooling & Heating), Clarification: Units shall be capable of satisfactory operation at 480/3/60.

65. Section 230000 – Air Conditioning, Heating and Ventilating, Page 16 of 32 – VRF Outdoor Unit (Heat Pump), Clarification: Units shall be capable of satisfactory operation at 480/3/60.

PRIOR APPROVALS: Subject to strict compliance with the provisions of the Contract Documents, Specifications, the following manufacturers may be substituted. Contractor shall note that prior approval, unless noted otherwise by specific model number, is by manufacturer’s name only. Contractor shall ensure that the products used in preparation of his proposal and proposed to be used on this project, is equivalent to that specified in appearance, performance, size, installation type, and shape. Any material found to not be equivalent to that specified will be rejected. Prior approval of one manufacturer does not automatically prior approve any subsidiary company, parent company and/or sister company and their associated products. Mechanical Items Manufacturer Motorized Damper Leader Industries Manual Damper Leader Industries Fire Dampers Leader Industries Electric Unit Heater Raywall Exhaust Fans American Coolair Dedicated outside air unit (Option #2) AAON Fan Coil Unit Enviro-Tec Light Fixtures Manufacturer Product Designation A Columbia Lighting LTRE24-40LWG-RFA-ED1U B Columbia Lighting LTRE24-40VLG-RFA-ED1U C Columbia Lighting LTRE24-40HLG-RFA-ED1U D V2 LIGHTING GROUP C4LM-NZW-308340-?REFLECTOR-

STDFINISH-ELDOLED 0-10V DIM D2 Prescolite LC6MLDM1 6LCML24L40K8 B24 D3 Prescolite LC6HL 6LCHL45L40K8 B24 D4 V2 LIGHTING GROUP C4LP-NZD-408340-?REFLECTOR-

STDFINISH

Addendum #3 -Page 6 January 13, 2017 D5 Prescolite LCC8LEDH1P30L40K8DM1WFL45?STD FINISH D6 Prescolite LC6SLDM1-6LCSL 14L40K8 B24 F Columbia Lighting LJT24-40HLG-FSA12125-ED1U G V2 LIGHTING GROUP C2SY-DPD-108340*REFLECTOR-

T4 BK Wall mounted with swivel stem H V2 LIGHTING GROUP C2SY-DPW-208340*REFLECTOR-

T4SMBK K SISTEMALUX S.3050N-JB-REM-?STDFINISH 4545-0024

075-UNV-ND K2 Columbia Lighting LXEM4-40HL-RA-EDU M Columbia Lighting LCL4-40(3000)-EDU N Hubbell Lighting, Inc. LNC2-12LU-4K-3-?STDFINISH P Beacon VPL/80NB-180/4K/T3/UNV/RA/

?STDFINISH P2 Beacon VPL/80NB-180/4K/T3/UNV/RA/

?STDFINISH P POLE Beacon SSA-B-20-60-C-1-B3-?STDFINISH P2 POLE Beacon SSA-B-20-60-C-2L-B3-?STDFINISH PE Beacon VPL/96NB-395/4K/T3/UNV/RA/

?STDFINISH PE2 Beacon VPL/96NB-395/4K/T3/UNV/RA/

?STDFINISH P3 AMERICAN NAIL

PLATE LIGHTING LA213-1-P078LD4-D-T5-40K- ?STDFINISH R Camman Industries P2431-40 R1 Camman Industries P2431-24 R2 Camman Industries P2431-40 R3 Camman Industries P2431-52-MOD S Columbia Lighting LCL4-40(3000L)-EDU V Prescolite LF4LED5G4?VOLTAGEDM1 4LFLEDG440K B24 W FC Lighting FCW1037-?VOLTAGE-4K-4000-BK-FL X COMPASS CCESGE X2 COMPASS CCEDGE X3 COMPASS CU2 X4 MULE LIGHTING, INC REL-12V-54-2-18-SD X5 MULE LIGHTING, INC MAKO-LED-ACEM?STDFINISH-IH XA Dual-Lite SESGBNEI-SW12

End of Addendum 3

NEW BUILDING

EXISTING BUILDING

NEW CAR DROP

BASE BID ONLYSIDEWALK

BASE BID ONLYMOW STRIP THISAREA

5' - 0"

10' - 9"

5' - 0"

BASEBIDONLYSIDEWALK

NO WORKTHIS AREAIN BASE BID

SIDEWALK AND WALKWAY CANOPYIN BASE BID ONLY

Scale

Project numberDateDrawn byChecked by

RENOVATION / ADDITION TOMILTON ELEMENTARY / MIDDLE SCHOOL

222 WEST MILTON AVENUE

LAFAYETTE PARISH SCHOOL SYSTEM

1" = 40'-0"

1/13

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ADD3.1BASE BID SITE PLAN

2015016.001/13/2017AuthorChecker

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121 WEST VERMILION STREETLAFAYETTE, LOUISIANA 70501

(337)237-2770 FAX (337)237-2772

checked byrevised

dateproject no.

designed bydrawn by

Project Number

11/1

8/20

15 1

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L1.3R1

DECEMBER, 2016

LAFA

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CONSTRUCTIONDOCUMENTS

SLEEVE - 1ea. 3" PVC PIPE

NOTE:

CONTRACTOR IS TO WATER ALL SODDED AREAS

FOR FOUR WEEKS AFTER FINAL COMPLETION.

AutoCAD SHX Text

Copyright c 2016

AutoCAD SHX Text

MBSB GROUP

AutoCAD SHX Text

1

AutoCAD SHX Text

SLEEVE PLAN

AutoCAD SHX Text

1" = 20'-0"

AutoCAD SHX Text

0

AutoCAD SHX Text

20

AutoCAD SHX Text

40

AutoCAD SHX Text

80FT

CHANGE PARTITION TYPES TO P13 INDICATED ON ADD3.4 FOR WALLS SHOWN CLOUDED.


Scale





3/64" = 1'-0"

1/13

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7 3:

02:5

0 PM

ADD3.21ST FLOOR P-TYPE REVISION


1ST FLOOR AREA B

REF

.



Scale





3/64" = 1'-0"

1/13

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7 3:

01:4

5 PM

ADD3.32ND FLOOR P-TYPE REVISION


2ND FLOOR ARCHITECTURAL PLAN

SCHEDULED BASE

DO NOT USE TAPERED EDGE OF GYP. BD. AT FLOOR

TRACK RUNNER W/ CONTINUOUS ACOUSTICAL SEALANT ON BOTH SIDES.

ONE LAYER 5/8" TYPE "X" GYP. BD. RUN TO DECK. (ABUSE RESISTANT TO 8'-0")

6" METAL SHAFT WALL STUD AT 24" O.C.

SCHEDULED ACOUSTICAL TILE CEILING - WHERE APPLICABLE.

ACOUSTICAL SEALANT AROUND ENTIRE PERIMETER OF ROOM.

UNDERSIDE OF DECK

CUT GYP. BD. TO MATCH PROFILE OF METAL DECK

FIRE STOP SEALANT AT DECK & TOP RUNNER TRACK.

P13 ONE HOUR FIRE WALL (U499)

ONE LAYER 1" GYPSUM LINER PANEL

ONE LAYER 5/8" TYPE "X" GYP. BD. (ABUSE RESISTANT TO 8'-0")

EXTEND TO DECK WHERE NO CEILING IS SCHEDULED

+/-6

"

CONCRETE ON FLUTEDSTEEL DECK

STEEL BEAM

STEEL TRACK -MECHANICALLY FASTEN 24" O.C. MAX

1" SHAFTLINER

5/8" TYPE "X" GYP. BD.

FIRE STOP SEALANT

5/8" TYPE "X" GYP. BD.

4" SHAFT WALL STUD

WALL PER PARTITION TYPE

SLOTTED TRACK MECHANICALLY FASTEN 24" O.C.

UL HW-D-0194

3 LAYERS 5/8" GYP. BD. ON MIN. 3-5/8" METAL STUD. RE: /1 A4.7

Scale





As indicated

1/13

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7 3:

46:2

1 PM

ADD3.4PARTITION TYPE/ DETAIL


1" = 1'-0"1 PARTITION TYPE 1 1/2" = 1'-0"2 WALL DETAIL