addendum # 2 date: october 28, 2015 wendel new ... 2...2015/10/28 · simulated sandblast: basis of...

ADDENDUM # 2 DATE: October 28, 2015

Sibley East Public Schools

New Elementary School

Comm. No. 450502

Wendel

111 Washington Avenue North, Suite 300

Minneapolis, MN 55401

(612) 332-1401 _____________________________________________________________________________________________________________________

This addendum is issued to modify, interpret or supplement the Bidding Documents and is hereby made a

part of the Bidding Documents. Please attach this addendum to the Project Manual in your possession

and include the number of this Addendum in the blank space provided in the Proposal Form._____________________________________________________________________________________________________________________

A SPECIFICATIONS

1. Section 001000 Instructions to bidders

a. , DATE, TIME AND PLACE OF RECEIVING BIDS

i. Delete “TWO BID FORMS to be submitted, one of which must be an

original” and replace with “ONE ORIGINAL BID FORM to be submitted”

b. Page 2 Preparation of Bids

i. Delete “Bids shall be submitted in duplicate on the printed forms furnished,

including Alternate Sheet” and replace with “ONLY ORIGINAL BID

FORM to be submitted, no alternate sheet is being used in this bid.

Alternates are identified under the required Base Bids.

2. Section 003000 Bid Form

a. See attached revised Section 003000 Bid Form for all base bid categories.

3. Section 012300 Alternates

a. Add to 3.1

D. Alternate 4: Carpet

i. Base Bid: Provide CPT-1 and CPT-2 by Mannington Commercial Carpet

per Section 096813.

ii. Alternate: Provide CPT-1 and CPT-2 by J+J Invision per Addendum #1.

4. Section 014000 Special Structural Testing & Inspection Schedule

a. Add line items for Spray Fireproofing and Firestopping. See attached revised

schedule.

5. Section 055000 Metal Fabrications

a. 1.2, A: Add “8. Transfer sling.”

6. Section 055113 Metal Pan Stairs

a. 1.4A: Delete “1. Prefilled metal-pans stair treads.”

7. Section 061600

a. 3.3A: Add “2. Sheathing joint-and-penetration treatment not required where

plywood covers sheathing.”

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8. Section 074211 Metal Wall Panels

a. Add 2.5, C.3: Panel Size: 1’-0” H x 4’-0” W

9. Section 088000 Glazing

a. Add to 2.4:

I. Tinted Insulating Glass Sandblast

i. Overall Unit Thickness: 1 inch.

ii. Thickness of Each Glass Lite: 1/4-inch.

iii. Outdoor Lite: Fully tempered float glass.

iv. Interspace Content: Air.

v. Indoor Lite: Clear fully tempered float glass.

vi. Low-E Coating: Sputtered on second surface.

vii. Simulated Sandblast: Basis of Design Viracon V1086 on third surface.

viii. Provide safety glazing labeling.

10. Section 092900 Gypsum Board

a. Add to 2.4 Specialty Gypsum Board

B. Impact-Resistant Gypsum Board: ASTM C 1629/C 1629M Level 3.

i. Core: 5/8 inch, Type X.

ii. Long Edges: Tapered.

iii. Mold Resistance: ASTM D 3273, score of 10 as rated according to

ASTM D 3274.

iv. Manufactures: Subject to compliance with requirements, provide

products by one of the following:

1. Georgia-Pacific Gypsum LLC: DensArmor Plus® Impact-Resistant

Interior Panel.

2. National Gypsum Company: Hi-Impact Brand XP.

3. USG Corporation: VHI Abuse Resistant; Sheetrock Brand Tuff-

Hide Primer-Surfacer.

11. Section 095213 Acoustical Treatment

a. 2.2, A: Change “7 lb. density fiberglass core” to “min. 6 lb. density fiberglass

core”.

12. Section 099000 Painting

a. Replace 3.9 Paint Color Schedule with attached revised 3.9 Paint Color Schedule.

13. Section 105113 Metal Lockers

a. 3.3, A.1: Change “double-tier” to “single-tier”.

14. Section 123216 Plastic-Laminate-Faced Casework

a. 1.2, A: Add “8. Expanded Metal Grille at Toe Kick”.

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15. Section 230700: Delete 3.4 SCHEDULE and insert the following SCHEDULE in its

place.

3.4 SCHEDULE

INSULATIONPIPING TYPE PIPE SIZE THICKNESSDomestic Cold Water A/D Up to 3/4" 1/2"Domestic Cold Water A/D 1" and Over 1"Domestic Hot Water A/D Up to 1-1/4" 1"Domestic Hot Water A/D 1-1/2" and Over 1-1/2"Circulating Hot Water (Insulate same as domestic hot water)Rain Water, A.F.F., Vertical Piping A All 1"Rain Water, A.F.F., Horizontal Piping A All 1"Roof Drain Sump Bowls A All 1" Heating Water Supply and Return A 3/4" to 1-1/4” 1-1/2"Heating Water Supply and Return A 1-1/2” and up 2"Cold Condensate Drains D All 3/4"

Note: For hot water piping exposed to outdoor air, increase insulation thickness by 1".

Note: PEXa and polypropylene piping shall have same insulation requirements as copper or steel.

Note: For piping smaller than 1-1/2” and located in partitions within the “conditioned spaces” reduction of pipe insulation thickness by 1 inch shall be permitted, but not to a thickness less than 1 inch.

16. Section 232123 – 1.9B: Delete reference to five year warranty. The warranty shall be

the manufacturer’s standard warranty.

17. Section 233100 – 3.5.A: Change the seal level requirement for Return Duct

from “C” to “B”.

18. Section 234000 – 1.6: Delete this paragraph and insert the following: “At

substantial completion all equipment shall have installed a set of clean pre- and final

filters and an additional set stored nearby for the Owner’s first filter change.

19. Section 235122 – 2.10.A.4: Change this item to read as follows:

“4. The specified boiler system utilizes a Power Flame #DC-4 Draft Control System.

Each approved manufacturer is responsible for providing a system that will maintain a

slight negative as stated in Paragraph 3. If draft controls are not provided, it is the boiler

manufacturer’s responsibility to provide them if their system does not function properly

during the first five (5) years of operation. Determination of need for the draft controls

shall be by the Mechanical Engineer.”

20. Section 238133 – 3.2.E: Delete this paragraph and insert the following: “Install

condensing unit on a 2” thick composite pad. Provide for an over-sized membrane

beneath this pad to protect the roof membrane below it.”

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21. Section 312000 Earthwork

a. Revise paragraph 2.01.D to read as follows:

“D. Structural Fill: Naturally or artificially graded mixture of natural or crushed

gravel, stone, and/or sand; ASTM D2940; with at least 90 percent passing 1-1/2

inch sieve, less than 50% passing No. 40 sieve, and not more than 7 percent

passing No. 200 sieve. Structural fill shall be free-draining and non-frost

susceptible. Structural fill shall also be approved by Project Geotechnical

Engineer.”

b. Add the following paragraph 2.01.F:

“F. Drainage Course: Narrowly graded mixture of crushed stone, sand, or gravel,

or natural sand or gravel, ASTM D448 #67, with 100% passing the 1.5-inch sieve

and less than 5% passing the No. 8 sieve.”

c. Revise paragraph 3.11.C to read as follows:

“C. Make soil corrections defined in the Geotechnical Report; follow procedures

and use materials defined in the Report. Generally:

1. For structures including isolated column footings, excavate full depth to

remove fill and organic materials and expose glacial till or glacial lacustrine.

a. If excavation extends below required footing bearing elevation,

oversize laterally beyond the outside edges of the foundations at a ratio

of 1:1 lateral oversize.

b. Obtain approval of on-site Geotechnical consultant before proceeding

with compaction and fill work.

c. Surface compact exposed natural soil surface.

d. Re-fill with compacted structural fill, satisfactory excavated, borrow

material or combination. Top 6”under building slab to be drainage

course.

2. For pavement surfaces, remove topsoil and grade the existing soil to allow for

the new pavement section; see Section 32 05 00 for additional requirements.

Obtain approval of on-site Geotechnical consultant before proceeding with

surface compaction of the exposed, existing soil surface.”

B DRAWINGS

General

1. See attached sketches CJ111-CJ124 for suggested masonry control joint layout.

Civil

2. Sheet C3.0 – Utility Plan North

a. Add the following Utility Note 14.

“14. Install foundation draintile around the building elevator pit. Sump connection

by mechanical contractor. See Architectural and Mechanical Plans for location and

coordination.”

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Structural

3. Sheet S302

a. Revise L3 lintel for 3’-4” opening located on grid 12 approximately 11’-2” north

of grid L to be a L1.

b. Add the following note to plan at 3’-4” opening located on grid 12 approximately

11’-2” north of grid L to be a L1:

i. Grout wall solid between bond beam lintel above opening and bond beam

at joist bearing elevation.

4. Sheet S404

a. Detail 1/S404 – Revise detail per SR-2.

b. Detail 13/S404 – Add the following note to the detail: “See 21/S406 for precast

support at column.”

5. Sheet S406

a. Detail 21/S406 – See SR-3 for added detail 21/S406.

Architectural

6. All Architectural Plan Sheets: Add north arrow. North is top of all plan sheets.

7. Sheet A100 Main Level Code Record Plan

a. Exit Capacity:

i. Change Gymnasium Main Exit Provided from “11’-4” to “10’-8”.

ii. Change Commons Main Exit Provided from “11’-4” (2 Pairs x 5’-8” Net)”

to “10’-8” (2 Pairs x 5’-5” Net)”.

8. Sheet A112 Main Level Floor Plan – Area B

a. 1/A112: Add note 112 to steel columns at the following locations:

i. Conf. 179 at south ends of east and west M12 walls.

ii. South end of M12 wall separating Stor 177 and Table Stor 178.

9. Sheet A114 Main Level Floor Plan – Area D

a. In J 141, revise wall type for chase from F4 to M4.

10. Sheet A122 Upper Level Floor Plan – Area B

a. Near west wall of Mech 270 and Door 270.2, change dimension 10’-4” to 11’-0”

and dimension 13’-0” to 12’-4”.

11. Sheet A130 Roof Plan

a. 1/A130: Refer to attached drawing AR05 for clarification on extents of low roof,

previously obscured on drawing by roof overhang at Commons.

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12. Sheet A201 Toilet Plans

a. 2/A201: Revise south wall of Toilets 112A, 113A and 114A per attached drawing

4/AR06. Add plan detail 2/AR06.

b. 8/A201: Delete reference to detail 10/A202.

13. Sheet A202 Toilet Elevations

a. 6/A202: Revise detail per attached drawing 3/AR06.

b. 7/A202: Revise detail per attached drawing 1/AR06.

c. Delete detail 10/A202.

14. Sheet A301 Building Elevations

a. 1-5/A301: Add control joints at modular cast stone base per attached revised sheet

A301 dated 10/28/15.

15. Sheet A302 Building Elevations

a. 5/A302: Add control joints at modular cast stone base per attached revised sheet

A302 dated 10/28/15.

16. Sheet A351 Building Sections

a. 1/A351: Revise west wall elevation of Commons Dining 180 per attached

drawing AR07. Delete “Type C” from acoustic panel note in Gymnasium 170.


a. 1/A352: Revise north wall elevation of Commons Dining 180 per attached

drawing AR08.


a. 1 & 2/A353: Add note “Type ‘B’ Metal Wall Panel” to elevation of exterior wall

left of Grid 12.

19. Sheet A404 Wall Sections

a. 2/A404: Add 1’-4” dimension from interior face of aluminum curtain wall to

exterior face of soffit.

20. Sheet A430 Roof Details

a. 1/A430:

i. Change note “Air Barrier” to “Vapor Barrier”.

ii. Delete 8” coping dimension.

b. 3/A430:

i. Change “MTL Wall PNL” to “Type A MTL Wall PNL.”

ii. Delete 3/4" Plywood.

iii. Add note “Air Barrier” between Metal Wall Panel and Mineral Wool.

c. 4/A430: Revise detail per attached drawing 1/AR09.

d. 5/A430: Delete plywood.

e. 6/A430: Add note “1/2" Exterior Plywood” between “Type B Mtl Pnl” and “1

1/2” Mineral Wool Insul”.

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f. 7/A430: Delete plywood.

g. 8/A430: Add rigid insulation minimum R5 between top of CMU and plywood.

h. 11/A430:

i. Change note “Fill Void w/ Spray Foam Insul” to “2” spray foam insul”.

ii. Correct graphic to show “Aluminum Curtainwall” to set directly on “Break

Metal Flashing”.

iii. Change note “Break Metal Flashing” to “Extruded Aluminum Sill To Match

Aluminum Curtain Wall Finish”.

i. 11, 13, 14/A430: Delete 6 1/2" coping dimension.

j. 12/A430: Add rigid insulation minimum R5 between top of precast and plywood.

k. 13/A430:

i. Delete note, “Refer to 10/A430 for typ notes.”

l. 14/A430: Revise detail per attached drawing 2/AR09.

21. Sheet A451 Precast Wall Panel Details

a. 1 & 6/A451: Add note “Similar” at 8/A451 detail reference.

b. 8/A451: Add note “Exposed Aggregate Finish Always Recessed from Sandblast

Finish”.

22. Sheet A452 Precast Wall panel Details

a. 1, 3 & 4/A452: Add note “Similar” at 8/A451 detail reference.

23. Sheet A500 Vertical Circulation

a. 5/A500:

i. Add label “Stair 5”.

ii. Add graphic for handrail at south wall of Stair 5.

b. Delete graphic showing wire mesh guardrail at side of landing. Guardrail to

remain at Aluminum Curtainwall.

24. Sheet A501 Vertical Circulation

a. 17/A501:

i. Delete note “1-HR Rated Ceiling….”

ii. Delete graphic showing 1-HR rated ceiling.

iii. Change note “Drain Tile W/ Filter Fabric & Granular Fill – See Civil” to

“Drain Tile W/ Filter Fabric & Granular Fill – See Mech”

25. Sheets A711-A724 Reflected Ceiling Plans

a. Reflected Ceiling Plan Legend:

i. Change “1’x4’ Light Fixture” to “Pendant Light Fixture”

ii. Delete “6” x 4’ Light Fixture” and its associated graphic.

26. Sheet A711 Main Level Reflected Ceiling Plan – Area A

a. Add Key Note 709 “Provide Hold Down Clips”.

b. 1/A711:

i. At Vestibule 100 add Key Note 709.

ii. At Vestibule 100 change “ACP” to “ACP-1”.

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Addendum 2

27. Sheet A722 Upper Level Reflected Ceiling Plan – Area B

a. South of curtain wall in Upper Commons & Conference 202,

i. Add note “Type ‘B’ Metal Soffit Panel” for clarification

ii. Add reference to detail 11/A430 south of curtain wall in Conference 202.

28. Sheet A724 Upper Level Reflected Ceiling Plan – Area D

a. 1/A7.4: Clarification from Addendum #1 – The header eliminated between Hall

200A and Stair 2 is the soffit header. The lintel at that location has been moved

per line item 14 of Addendum #1.

29. Sheet A730 Ceiling Details

a. 2/A730: Add the following notes:

i. Field weld L3x3x1/4 angle brace to embed plate in precast with 3/16” fillet

weld and to HSS4x4 with 3/16” fillet weld each side of leg.

ii. Field weld HSS4x4x1/4” to embed plate in precast with 2-1/2” of 3/16” fillet

weld on each side.

iii. Shop weld 3/8”plate to bottom of HSS4x4x1/4” with 3/16” fillet weld all

around.

b. 3, 5, 6, 7, 8, 9, 10, 11 & 12/A730: Add note “Diagonal Bracing as Required”.

c. 9/A730:

i. Add note “Sound Batts”.

ii. Change graphic to represent “Sound Batts”.

30. Sheet A832 Casework Elevations

a. 22/A832: Add note to reference details 3/A850 and 1/A851 “Back of

cabinet/drawers similar to detail 8/A851.”

b. 27/A832: Add reference to detail 6/A851 at 2’-6” high bookcases.

31. Sheet A850 Casework Details

a. 13/A850: Change note “3x3 legs” to “3x3 Solid Oak Legs”.

32. Sheet A851 Casework Details

a. 6/A851: Change dimension “4’-0” (2 Shelves)” to “Varies – See Elevations for

Height and Number of Shelves”.

b. 14/A851: Revise detail per attached drawing 1/AR10.

33. Sheet A911 Main Level Finish Floor Plan – Area A

a. T 108, T 109: Revise GWT to all four walls.

b. T 112A, T 113A, T 114A: Add SS-1 sills to south wall of each room. Revise

GWT to all four walls.

c. T 115A: Add GWT to south wall.

d. T 116A: Add GWT to north wall.

e. T 117A: Add GWT to east wall.

f. T 118A, T119A: Add GWT to west wall.

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g. T 124A, T 124B: Revise GWT to all four walls.

34. Sheet A912 Main Level Finish Floor Plan – Area B

a. Room T 185: Add Epoxy PNT-1 and GWTB to all walls. Add GWT up to 7’-0”

on north, east and south walls. Add CT flooring.

b. Jan 186: Change “PNT-1” to “Epoxy PNT-1”.

35. Sheet A913 Main Level Finish Floor Plan – Area C

a. T 160: Revise GWT to all four walls.

b. Hall 151A: All walls are PNT-1 with VB. Flooring is CPT-1A.

36. Sheet A914 Main Level Finish Floor Plan – Area D

a. Delete GWT from west walls of Alcove 142A.

b. J 141: Change “PNT-1” to “Epoxy PNT-1”.

c. Media Center 150: Clarification – north and south precast walls do not get

painted.

d. Vest 190: Delete PNT-1 from east precast wall.

37. Sheet A921 Upper Level Finish Floor Plan – Area A

a. T 215A, T 215B, T 223: Revise GWT to all four walls.

38. Sheet A923 Upper Level Finish Floor Plan – Area C

a. Multipurpose 261: Delete PNT-1 from east precast wall.

39. Sheet A924 Upper Level Finish Floor Plan – Area D

a. Jan 242: Add Epoxy PNT-1 and VB to all walls. Flooring is Conc.

b. Upper Media 240: Add PNT-1 and VB to walls adjacent to J 242. Add VB to

north and south walls. Add CPT-1A for flooring. Add PNT-X to soffit above

east railing.

40. Sheet A950 Door Schedule

a. Revise Door Schedule per attached sheet A950 dated 10/28/15.

41. Sheet A951 Door & Window Details

a. 3/A951, A: Change HM frame setback from 1” to 2”.

b. 3/A951, B: Add note at 2” dimension “4” at 191A.1, 191B.1, 200A, 200B.”

42. Sheet A961 Aluminum Frame Types

a. Revise frame W21 per attached drawing 2/AR10.

43. Sheet A962 Aluminum Frame Details

a. 2/A962: Delete 3” dimension.

b. 5/A962: Delete detail in its entirety.

c. 9/A962:

i. Change note “Spray Foam Insulation” to “Sound Batts”.

ii. Change insulation graphic to graphic for sound batts.

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Addendum 2

d. 10/A962: Add note “Edge of ACP to be suspended. Do not attach grid to

Aluminum Curtain Wall”.

e. 11/A962

i. Add note “Sound Batts”.


f. 13/A962:

i. Change note “Spray Foam Insul. @ Vestibules Only” to “Sound Batts”.


44. Sheet A970 Wall Types & Details

a. 1/A970:

i. Add note “Refer to Finish Plans for Burnished CMU Base locations.”

ii. Add notes at Wall Type S5.

Provide Impact resistant gypsum board at Hall 151A at hall side of wall

to a minimum height of 8’-0” AFF.

Provide Impact Resistant Gypsum Board at Hall 200B at door 202 at

hall side of wall to a minimum height of 7’-2” AFF.

Mechanical

45. Sheet M112, Dish Room #182:

a. Change the two diffusers to have 8x8 neck instead of 8” diameter.

46. Sheets M111 and M121:

a. In rooms #106, 122, 124, 202, 220, 221, 222, 213 and 215. Change the 30x6 RA

grilles to (2) separate 14x6 grilles with an empty stud space left between them. A

14x6 grille is adequate at all locations.

47. Sheet M122, Detail #6/M122:

a. Use of a tall flashing cone is acceptable for up to 6” diameter ducts.

48. Sheet M302, Boiler Schedule:

a. Delete reference to dual gas train. Burner is natural gas only.

49. Sheet M114:

a. Refer to attached M114.1.

Electrical

50. Sheet E223:

a. In Classrooms #260, 261, 262, 263, 264, 265 the conduit stubs for the

communication devices in these rooms are to be stubbed into the accessible

ceiling space below.

51. Sheets E211, E214, E221, E223, & E224:

a. For the Classrooms located on these sheets the data faceplates located on the

exterior walls and above the counter tops on the interior walls should be labelled

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Addendum 2

as communication faceplate type ‘C’.

52. Sheets E213:

a. In Art Room #152 furnish and install (1) additional communication device with

faceplate type ‘C’ above the counter tops, near the center receptacle.

53. Sheet E223:

a. In 5th Grade Classroom #265 furnish and install (1) additional data device with

faceplate type ‘C’ at 44” AFF. Locate this device above the counter top and near

the receptacle on the southwest end of the counter top.

C APPROVALS – The following manufacturers are approved as equal to specified

manufacturers for products indicated, subject to compliance with all specification

requirements.

1. Section 072726 – Fluid-Applied-Membrane Air Barriers

a. Prosoco; R-Guard Spray Wrap MVP and R-Guard System/Fluid Applied Air

Barrier

2. Section 095213 – Acoustical Treatment

a. Commercial Interior Supply

3. Section 230923 – Direct Digital Control System for HVAC: Automated Logic,

Honeywell

4. Section 230933 – VFDs: Yaskawa

5. Section 232116 – Flow Meters: Delta P

6. Section 232116 – Air & Sediment Separators: TACO

7. Section 232120 – Air Coils: Coilmaster Corp.

8. Section 232500 – By-Pass Feeder: Wingert

9. Section 233327 – Sound Attenuators: Commercial Acoustics

10. Section 233401 – Axial Fans: Penn

11. Section 233403 – Centrifugal Fans: Penn

12. Section 233700 – Air Inlets and Outlets: Metal Aire

13. Section 235115 – Direct Fired M.U.A.: Absolutaire, Titan

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Addendum 2

14. Section 237300 – Air Handling Units: Dunham-Bush

15. Section 238133 – Split A.C. System: York/JCI, Samsung

16. Section 281300 – Security Access System: Keri System, NXT

17. Section 282400 – Network Video Recorder: Video Insight

18. Section 283100 – Fire Alarm System: Gamewell/FCI

19. Light Fixtures:

Type H – Atlantic

Type P - Ametrix

END OF ADDENDUM 2

Attachments:

- Section 003000 Bid Form

- Section 014000 Special Structural Testing & Inspection Schedule

- Section 099000 Painting 3.9 Paint Color Schedule,

- CJ111-CJ124 Suggested Masonry Control Joint Layout

- LS Engineers drawings SR-2, SR-3

- Wendel drawings A301, A302, A950, AR05, AR06, AR07, AR08, AR09, AR10

- Dolejs Associates drawing M114.1



Gaylord, MN

Comm. No. 450502

1 Section 003000 Bid Form

ADDENDUM #2

Sibley East Public Schools New Elementary School

Gaylord, Minnesota SECTION 003000 BID FORM

____________________________________

Name of Business Bidding Pursuant to and in compliance with the Bidding Requirements and proposed Contract Documents, as defined in the Instructions to Bidders, the undersigned, having become thoroughly familiar with terms and conditions of proposed Contract Documents and with local conditions affecting performance and cost where the Work is to be completed, and having fully inspected the site, hereby proposes and agrees to perform fully the Work within the time stated and in strict accordance with proposed Contract Documents, including furnishing of labor and materials, and to do Work as described in the Contract Documents.

BASE BID 3A: CAST-IN-PLACE CONCRETE (Labor & Material) Section 033000 – Cast-In-Place Concrete Section 033540 – Polished Concrete Finishing Section 322000 – Concrete Pavement Section 322200 – Concrete Reinforcement

Notes: 1. Include truncated domes if shown. 2. Install items furnished by others that get imbedded in concrete. 3. Include flagpole concrete base and setting sleeve, setting pole is by base bid 6A. 4. Grout all steel column base plates. 5. Fine tune and plate compact base soils before pouring concrete. 6. Include the specified vapor barrier below floor slabs. 7. Include installing Ram floor protection board at all sealed and polished floors and maintain for

duration of project. Remove & dispose of when requested by Site Manager. 8. Provide rigid insulation at below grade poured concrete foundations & below floor slabs. 9. Include digging all thickened slabs at interior locations. 10. Include concrete mechanical equipment pads. 23A Contractor to confirm size and locations with

3A Contractor prior to concrete being poured. 11. Provide for the removal and disposal from site the concrete waste and wash water. Provide wash

water capture tank and separate dumpster as required. 12. Provide own heat & shelter and weather protection as required to complete work. 13. Gymnasium floor to be poured monolithic. (one continuous pour) 14. Include all site concrete and curb & gutter.

THE SUM OF _______________________________________dollars ($ _________________) Alternate No. 3: Circle one add / deduct / no change…………...….$______________________ Voluntary Alternate- Cost per SF of 4” SOG to add Barrier One Moisture Vapor Reduction Admixture. Circle one add / deduct / no change…...................... $_____________Per SF. Voluntary Alternate- Cost per square foot of 2” topping slab to add Barrier One Moisture Vapor Reduction Admixture. Circle one add / deduct / no change……..$_____________Per SF. Unit Prices for adding or deleting work to include overhead and profit: 1. Hourly rate, apprentice $____________________/hr 2. Hourly rate, journeyman $____________________/hr



Gaylord, MN

Comm. No. 450502


BASE BID 3B: PRECAST CONCRETE (Labor & Material) Section 034100 – Precast Structural Concrete Section 034713 – Tilt-Up Precast Concrete Section 079200 – Joint Sealants (Precast Related Only)

Notes: 1. Include precast panel to plank bearing angles or beams if required. 2. Include free standing precast wall panels. No temp bracing will be provided by others. 3. Include caulking of precast panel joints both interior and exterior. 4. Include return mobilization to infill any left out panels at building access points if required for

adequate contactor access to complete scheduled work. 5. Provide for the removal and disposal from site the concrete waste and wash water. Provide

wash water capture tank and separate dumpster as required. 6. Coordinate mechanical opening size & locations with 23A during submittal process.

THE SUM OF ________________________________________dollars ($ ________________) Alternate No. 2: Circle one add / deduct / no change…………...….$_______________________ Voluntary Alternate- Cost per SF of 12” HC plank to add Barrier One Moisture Vapor Reduction Admixture. Circle one add / deduct / no change…...................... $_____________Per SF.

Unit Prices for adding or deleting work to include overhead and profit: 1. Hourly rate, apprentice $____________________/hr 2. Hourly rate, journeyman $____________________/hr BASE BID 4A: MASONRY (Labor & Material) Section 042000 – Unit Masonry Section 047200 – Cast Stone Section 072100 – Thermal Insulation (Masonry Related) Section 072726 – Fluid-Applied Membrane Air Barrier (Masonry Related) Section 078400 – Fire stopping (Masonry Related)

Notes: 1. Install all items provided by others that get imbedded in masonry. (ie. Imbed plates, lintels, lintel

beams, anchor bolts, HM door frames etc.) 2. Include foundation insulation at below grade masonry foundations. Also include rigid insulation,

air barrier waterproofing & flashing etc. in cavity wall construction. 3. Include fluid applied air barrier on gyp board and / or on other substrates if shown. 4. Slug hollow metal frames installed in masonry walls. 5. Include fire stopping at rated masonry wall tops and around joist and steel penetrating the walls

and sound insulation at nonrated walls. 6. Provide the removal and disposal from site the masonry waste and wash water. Provide wash

water capture tank and separate dumpster as needed. 7. Provide heat & shelter and weather protection as required to complete work.

THE SUM OF ______________________________________dollars ($ __________________) Unit Prices for adding or deleting work to include overhead and profit: 1. Hourly rate, apprentice $____________________/hr 2. Hourly rate, journeyman $____________________/hr



Gaylord, MN

Comm. No. 450502


BASE BID 5A: STEEL SUPPLY (Tax Exempt) (Material Only) Section 051200 – Structural Steel Section 052200 – Steel Joists Section 053100 – Steel Deck Section 055000 – Metal Fabrications Section 055113 – Metal Pan Stairs Section 055213 – Railings

Notes: 1. Include own field measuring for steel detailing and fabrication. 2. Coordinate mechanical opening size and locations with 23A during submittal process.

THE SUM OF _________________________________________dollars ($ _______________) BASE BID 5B: STEEL ERECTION (Labor Only) Section 051200 – Structural Steel Section 052200 – Steel Joists Section 053100 – Steel Deck Section 055000 – Metal Fabrications Section 055113 – Metal Pan Stairs Section 055213 – Railings Notes:

1. Include receiving, unloading, inventorying, storing and protecting all materials supplied by others that will be installed by this bid package.

THE SUM OF _________________________________________dollars ($ _______________) Unit Prices for adding or deleting work to include overhead and profit: 1. Hourly rate, apprentice $____________________/hr 2. Hourly rate, journeyman $____________________/hr



Gaylord, MN

Comm. No. 450502


BASE BID 6A: CARPENTRY (As Noted) Section 061053 – Miscellaneous Rough Carpentry (Labor & Material) Section 081113 – Hollow Metal Doors and Frames (Labor Only) Section 081416 – Flush Wood Doors (Labor Only) Section 087100 – Door Hardware (HM & Wood Doors Only) (Labor Only) Section 101100 – Visual Display Surfaces (Labor Only) Section 102113 – Toilet Compartments (Labor Only) Section 102123 – Cubicle Curtain and Track (Labor Only) Section 102800 – Toilet and Bath Accessories (Labor Only) Section 104410 – Fire Protection Specialties (Labor Only) Section 107527 – Flagpoles (Labor Only) Section 115213 – Projection Screens (Labor Only)

Notes: 1. Roof blocking by Roofing. 2. Install all HM frames in precast walls and existing walls and grout full. Masonry and

steel stud contractors will install HM frames in their new walls. 3. Include bondo and sanding all HM frames with EO anchors. 4. All aluminum door hardware is by 8C. 5. Pouring of flagpole base and setting sleeve is by base bid 3A, 6A to install pole only. 6. Include receiving, unloading, inventorying, storing and protecting all materials

supplied by others that will be installed by this bid package. 7. Provide all own fasteners.

THE SUM OF ____________________________________________dollars ($ ____________) Unit Prices for adding or deleting work to include overhead and profit: 1. Hourly rate, apprentice $____________________/hr 2. Hourly rate, journeyman $____________________/hr

BASE BID 7A: WATERPROOFING (Labor & Material) Section 071326 – Self-Adhering Sheet Waterproofing Notes:

1. Include own ridgid insulation or protection board required prior to backfilling. 2. Work is at elevator pit only.

THE SUM OF ____________________________________________dollars ($ ____________) Unit Prices for adding or deleting work to include overhead and profit: 1. Hourly rate, apprentice $____________________/hr 2. Hourly rate, journeyman $____________________/hr



Gaylord, MN

Comm. No. 450502


BASE BID 7B: ROOFING (Labor & Material) Section 061000 – Roof Related Rough Carpentry Section 072100 – Thermal Insulation (Roof Related) Section 072726 – Fluid-Applied Membrane Air Barrier (Behind Metal Panel System) Section 074211 – Metal Wall Panels Section 075323 – EPDM Roofing Section 076200 – Sheet Metal Flashing and Trim Section 077200 – Roof Accessories Section 079200 – Joint Sealants (Roofing & Metal Panel Related) Section 086200 – Unit Skylights Notes:

1. Provide and install all roof blocking, related rigid insulation, mineral wool and plywood sheathing at roof parapet walls and behind metal panel systems. All gypsum sheathing by 9A.

2. Provide the removal and disposal from site of all roofing waste material. 3. Include own caulking where in contact with the work of this bid package. 4. Coordinate roof penetrations with mechanical and electrical. 5. Include all required snow & ice removal from roof structure to complete roofing work. 6. Roofing Contractor to subcontract with an outside concrete cutting professional to cut

½” deep roofing reglets into precast panel surface in the field. Confirm saw cut requirements with precast fabricator prior to cutting.

7. Include required Z furring & air, vapor, or weather barrier behind metal panel systems.

8. Prefabricated RTU curbs are to be provided and spotted by 23A and blocked and fastened by 7B.

THE SUM OF ____________________________________________dollars ($ ____________) Unit Prices for adding or deleting work to include overhead and profit: 1. Hourly rate, apprentice $____________________/hr 2. Hourly rate, journeyman $____________________/hr BASE BID 7C: FIREPROOFING (Labor & Material) Section 078100 – Applied Fireproofing THE SUM OF ____________________________________________dollars ($ ____________) Unit Prices for adding or deleting work to include overhead and profit: 1. Hourly rate, apprentice $____________________/hr 2. Hourly rate, journeyman $____________________/hr



Gaylord, MN

Comm. No. 450502


BASE BID 7D: Caulking (Labor & Material) Section 079200 – Joint Sealants Section 322300 – Concrete Pavement Joint Sealants

Notes: 1. Include caulking the following joints: steel stair stringers to wall, both sides of HM

frames; masonry or precast to gypsum board; masonry wall joints; masonry to precast; louvers; steel lintel ends; sealed concrete floor joints; site concrete, & all other joints where specified in the plans and specs except for caulk stated to be by others.

2. Caulking that will be by others: Polished concrete floor joints, precast, cabinetry, roofing related, aluminum doors & windows; fire caulking; and sound sealant.

THE SUM OF ______________________________________________dollars ($ __________) Unit Prices for adding or deleting work to include overhead and profit: 1. Hourly rate, apprentice $____________________/hr 2. Hourly rate, journeyman $____________________/hr 3. Caulking per lineal foot $____________________/Ft. BASE BID 8A: DOORS, FRAMES AND HARDWARE “TAX EXEMPT” (Material Only)

Section 081113 – Hollow Metal Doors and Frames Section 081416 – Flush Wood Doors Section 087100 – Door Hardware (Wood & HM Openings Only) Notes:

1. All aluminum door hardware is provided by Base Bid 8C. 2. Provide temporary construction cylinders at exterior openings building security. 3. Provide individual door opening hardware listings for each door to receive hardware on

separate 8.5” x 11” pieces of paper and deliver to the site with door hardware. THE SUM OF _____________________________________________dollars ($ ___________) Voluntary Alternate- Cost change to provide all aluminum door hardware. Circle one add / deduct / no change…...................... $__________________ Closer make & model ________________ Panic device make & model__________________



Gaylord, MN

Comm. No. 450502


BASE BID 8B: COILING DOORS (Labor & Material)

Section 083323 – Overhead Coiling Doors THE SUM OF _____________________________________________dollars ($ ___________) Unit Prices for adding or deleting work to include overhead and profit: 1. Hourly rate, apprentice $____________________/hr 2. Hourly rate, journeyman $____________________/hr BASE BID 8C: ALUMINUM DOORS AND WINDOWS (Labor & Material) Section 079200 – Joint Sealants (Aluminum Doors & Windows Related) Section 084113 – Aluminum Framed Entrances and Storefronts Section 084413 – Glazed Aluminum Curtain Walls Section 087100 – Door Hardware (Aluminum Entrances Only) Section 088000 – Glazing Notes:

1. Provide temporary construction cylinders at exterior openings. 2. Provide and install all aluminum door hardware, wood and HM door hardware by other. 3. Install final keyed cylinders supplied by bid package 8A. 4. Provide aluminum sills and related flashing. 5. Provide joint sealant caulking of both the interior and exterior sides of all aluminum

frames. 6. Include glazing in wood & HM door lites and sidelights.

THE SUM OF _____________________________________________dollars ($ ___________) Alternate No. 1: Circle one add / deduct / no change…………...….$_______________________ Voluntary Alternate- Cost change if all aluminum door hardware is provided by 8A and installed by 8C. Circle one add / deduct / no change…...................... $__________________ Closer make & model ________________ Panic device make & model__________________

Unit Prices for adding or deleting work to include overhead and profit: 1. Hourly rate, apprentice $____________________/hr 2. Hourly rate, journeyman $____________________/hr



Gaylord, MN

Comm. No. 450502


BASE BID 9A: GYPSUM SYSTEM (Labor & Material) Section 054400 – Cold-Formed Metal Framing Section 061600 – Sheathing Section 072100 – Thermal Insulation (Gypsum System Related) Section 078400 – Fire stopping (Gypsum System Related) Section 092216 – Non-Structural Metal Framing Section 092600 – Acrylic Plaster Section 092900 – Gypsum Board Notes:

1. Include installing all HM frames in steel stud walls. 2. Include fire stopping at all fire rated and/or smoke rated gypsum board wall tops and

sound sealant at nonrated gypsum board walls. 3. Include all steel stud system insulation. 4. Include all spray foam insulation. 5. Z furring & air, vapor, or weather barrier required behind metal panel systems by 7B.

THE SUM OF _____________________________________________dollars ($ ___________) Unit Prices for adding or deleting work to include overhead and profit: 1. Hourly rate, apprentice $____________________/hr 2. Hourly rate, journeyman $____________________/hr BASE BID 9B: TILEWORK (Labor & Material) Section 093000 –Tiling

Notes: 1. Include all required floor and wall prep.

THE SUM OF ______________________________________________dollars ($ __________) Unit Prices for adding or deleting work to include overhead and profit: 1. Hourly rate, apprentice $____________________/hr

2. Hourly rate, journeyman $____________________/hr

BASE BID 9C: ACOUSTICAL CEILINGS (Labor & Material) Section 095113 – Acoustical Panel Ceilings Section 095213 – Acoustical Treatment THE SUM OF ______________________________________________dollars ($ __________)




Gaylord, MN

Comm. No. 450502


BASE BID 9D: ATHLETIC FLOORING (Labor & Material) Section 096400 – Wood Flooring Notes:

1. Include complete specified wood floor system, graphics and finish. 2. Include cutting and/or core drilling and installing volleyball sleeves. Also, router in

and install volleyball sleeve brass covers. THE SUM OF ______________________________________________dollars ($ __________) Voluntary Alternate- Cost to provide and install an approved wood flooring moisture mitigation system prior to gym floor installation if required due to high concrete moisture content. Circle one add / deduct / no change…...................... $_____________Per SF.


BASE BID 9E: FLOOR COVERING (Labor & Material) Section 096513 – Resilient Base and Accessories Section 096813 – Tile Carpeting Notes:

1. Include all required floor prep. THE SUM OF ______________________________________________dollars ($ __________) Alternate No. 4: Circle one add / deduct / no change…………...….$_______________________ Voluntary Alternate- Cost to provide and install an approved carpet flooring moisture mitigation system if required due to high concrete moisture content. Circle one add / deduct / no change…...................... $_____________Per SF. Unit Prices for adding or deleting work to include overhead and profit: 1. Hourly rate, apprentice $____________________/hr 2. Hourly rate, journeyman $____________________/hr



Gaylord, MN

Comm. No. 450502


BASE BID 9F: PAINTING (Labor & Material) Section 099000 – Painting

Notes: 1. Include spackling visible air pockets at precast window and door jambs, head, & sill. 2. Include all required prep of precast surfaces to receive paint as panels are acid

etched and some wash residue on interior face is expected. Precast supplier only washes exterior side of precast tip up wall panels.

3. Must protect all floors from paint overspray.

THE SUM OF ______________________________________________dollars ($ __________)


BASE BID 10A: VISUAL DISPLAY SURFACES (TAX EXEMPT) (Material Only) Section 101100 – Visual Display Surfaces THE SUM OF ______________________________________________dollars ($ __________)

BASE BID 10B: SPECIALTIES (TAX EXEMPT) (Material Only) Section 102113 – Toilet Compartments Section 102123 – Cubicle Curtain & Track Section 102800 – Toilet and Bath Accessories Section 104410 – Fire Protection Specialties Section 107527 – Flagpoles Section 115213 – Projection Screens THE SUM OF ______________________________________________dollars ($ __________)



Gaylord, MN

Comm. No. 450502


BASE BID 10C: FOLDING PANEL PARTITIONS (Labor & Material) Section 102239 – Folding Panel Partitions Notes:

1. Furnish and install all work in this bid package. 2. Include own field measuring.

THE SUM OF ______________________________________________dollars ($ __________) BASE BID 10D: LOCKERS (Labor & Material) Section 105113 – Metal Lockers Notes:

1. Furnish and install all work in this bid package. THE SUM OF ______________________________________________dollars ($ __________) BASE BID 11A: FOODSERVICE EQUIPMENT (Labor & Material) Section 114000 – Food Service Equipment THE SUM OF ______________________________________________dollars ($ __________) BASE BID 11B: ATHLETIC EQUIPMENT (Labor & Material) Section 116623 – Athletic Equipment Section 324000 – Athletic Equipment (Base Bid 32B was combined into 11B)

Notes: 1. Furnish and install all work in this bid package.

THE SUM OF______________________________________________dollars ($___________)



Gaylord, MN

Comm. No. 450502


BASE BID 12A: PLASTIC-LAMINATE-FACED CASEWORK (Labor & Material) Section 079200 – Joint Sealants (Plastic Laminate faced Casework Related) Section 123216 – Plastic-Laminate-Faced Casework Section 123661 – Simulated Stone Countertops

Notes: 1. Include providing and installing all work in this bid package. 2. Include own caulking.

THE SUM OF ______________________________________________dollars ($ __________) Alternate No. 2: Circle one add / deduct / no change…………...….$_______________________

BASE BID 14A: ELEVATOR (Labor & Material) Section 142400 – Hydraulic Elevators Notes:

1. No Elevator Contractor special terms and conditions will be accepted outside project specifications.

THE SUM OF _____________________________________________dollars ($ ___________) BASE BID 21A: FIRE PROTECTION SYSTEM (Labor & Material) Section 078400 – Fire stopping (Fire Protection Related) Section 210500 – Common Work Results for Fire Suppression Section 211313 – Wet-Pipe Sprinkler Systems Section 230500 – Basic Fire Protection, Plumbing and HVAC Requirements Section 230529 – Hangers, Supports & Firestopping for Plumbing, HVAC

Piping & Equipment Notes: 1. Include all own demolition, cutting, and patching. 2. Include fire-stopping at own penetrations thru rated assemblies.

THE SUM OF _____________________________________________dollars ($ ___________) Unit Prices:

1. Hourly rate including profit and overhead, apprentice……………..$__________/hr. 2. Hourly rate including profit and overhead, journeyman……………$__________/hr.



Gaylord, MN

Comm. No. 450502


BASE BID 23A: PLUMBING & HVAC (Labor & Material) Section 078400 – Fire stopping (Plumbing & HVAC Related) Section 221100 – Facility Water Distribution and Specialties Section 221123 – Facility Natural Gas Piping Section 221126 – Facility LP Gas Piping & Fuel Storage – (Alternate #3) Section 221300 – Facility Sanitary Sewerage and Specialties Section 221400 – Facility Storm Drainage and Specialties Section 221429 – Sump Pumps Section 223100 – Domestic Water Softeners Section 223100 – Domestic Water Softeners Section 223400 – Fuel-Fired Domestic Water Heaters Section 224000 – Plumbing Fixtures Section 230500 – Basic Fire Protection, Plumbing & HVAC Requirements Section 230513 – Common Motor Req. for Plumbing & HVAC Equipment Section 230516 – Expansion Fittings and Loops for HVAC Piping Section 230529 – Hangers, Supports and Fire Stopping For Plumbing, HVAC Piping and Equipment Section 230553 – Identification for HVAC, Plumbing Piping Equipment Section 230593 – Testing, Adjusting, and Balancing for HVAC Section 230700 – HVAC and Plumbing Insulation Section 230709 – Kitchen Hood Duct Insulation Section 230923 – Direct Digital Control System for HVAC (Plumbing & HVAC Related) Section 230933 – Variable Frequency Motor Controllers (Plumbing & HVAC Related) Section 230993 – Sequence of Operations for HVAC Controls (Plumbing & HVAC Related) Section 232113 – Hydronic Piping Section 232114 – PEXA Hydronic Distribution Piping Section 232116 – Hydronic Piping Specialties Section 232120 – Air Coils Section 232123 – Hydronic Pumps Section 232126 – Glycol System Section 232300 – Refrigerant Piping and Insulation Section 232500 – HVAC Water Treatment Section 233100 – HVAC Ducts and Castings Section 233300 – Air Duct Accessories Section 233327 – Sound Attenuators and Duct Lagging Section 233401 – HVAC Axial Fans Section 233403 – HVAC Centrifugal Fans Section 233405 – HVAC Fans Section 233600 – VAV-Air Terminal Units Section 233700 – Air Outlets and Inlets Section 234000 – HVAC Air Cleaning Devices Section 235120 – High Efficiency Boiler Chimneys Section 235122 – High Efficiency (High Mass) Stainless Steel Condensing Boilers Section 235515 – Direct Fired Make-up Air Units Section 236313 – Air-Cooled Refrigerant Condensers Section 237300 – Indoor Central-Station Air Handling Units Section 238109 – Packaged Rooftop Air Conditioning Units Section 238133 – Split-Type Air Conditioners Section 238200 – Terminal Heating Units

Notes: 1. Concrete equipment pads and piers are by base bid 3A. 23A Contractor to confirm size and locations

with 3A Contractor prior to concrete being poured. 2. Include drain tile, drainage rock & separation fabric at elevator pit only all other drain tile by 31A. 3. Include fire-stopping own penetrations thru rated assemblies. 4. Coordinate placement of roof top equipment on structural steel shop drawings. 5. Prefabricated RTU curbs are to be provided and spotted by 23A and blocked and fastened by 7B.

THE SUM OF _____________________________________________________dollars ($ ____________) Alternate No. 3: Circle one add / deduct / no change…………...….$_________________________________ Unit Prices:

1. Hourly rate including profit and overhead, apprentice……………..$________________/hr. 2. Hourly rate including profit and overhead, journeyman……………$________________/hr.



Gaylord, MN

Comm. No. 450502


BASE BID 23B: TEMPERATURE CONTROLS (Labor & Material) Section 230500 – Basic Fire Protection, Plumbing & HVAC Requirements (Temp Controls Related) Section 230923 – Direct Digital Control System for HVAC Section 230933 – Variable Frequency Motor Controllers Section 230993 – Sequence of Operations for HVAC Controls

Notes: 1. Include own demolition, cutting and patching as required. 2. Include fire stopping own penetrations thru rated assemblies.

THE SUM OF _________________________________________dollars ($ _______________) Alternate No. 3: Circle one add / deduct / no change…………...….$______________________ Unit Prices:

1. Hourly rate including profit and overhead, apprentice……………..$__________/hr. 2. Hourly rate including profit and overhead, journeyman……………$__________/hr.



Gaylord, MN

Comm. No. 450502


BASE BID 26A: ELECTRICAL (Labor & Material) Section 260500 – Basic Electrical Requirements Section 260501 – Temporary Light and Power Section 260502 – Cutting and Patching Section 260503 – Equipment Wiring Systems Section 260504 – Fire-stopping Section 260519 – Building Wire and Cable Section 260526 – Grounding and Bonding Section 260529 – Supporting Devices Section 260532 – Conduit Section 260533 – Surface Raceways Section 260534 – Boxes Section 260535 – Mounting Heights Section 260536 – Cable Trays – Basket Type Section 260553 – Electrical Identification Section 260923 – Network Lighting Controls Section 260943 – Programmable Lighting Control Panels Section 261423 – Arc Flash Hazard Analysis/Short-Circuit Coordination Section 262200 – Dry Type Transformers Section 262413 – Distribution Switchboards Section 262416 – Panelboards Section 262716 – Cabinets and Enclosures Section 262726 – Wiring Devices Section 262813 – Fuses Section 262819 – Enclosed Disconnect Switches Section 262826 – Enclosed Transfer Switches Section 262913 – Enclosed Motor Controllers Section 263213 – Electrical Generator System – Natural Gas Section 265100 – Interior Luminaires - L.E.D. Section 265700 – Transient Voltage Surge Suppression/Surge Protection Section 265800 – Dual Technology Occupancy Sensors Section 270533 – Telephone, Data, Surveillance, Security Access, Intercom, TV & Background Music Raceway Systems

Section 271346 – Gymnasium & Commons Audio/Video System Section 275000 – Voice and Data Cabling System Section 275116 – Classroom Sound/Video Reinforcement Section 275123 – Intercom and Paging Systems Section 275128 – Intra-Building Messaging System Section 275313 – Clock System – Wireless Section 281300 – Security Access System Section 281310 – Video Entry Access Intercom System Section 282300 – CCTV Surveillance System Section 282400 – Network Video Recorder Section 283100 – Fire Alarm System Section 337173 – Utility Service Entrance

Notes: 1. Include own concrete equipment pads. 2. Include fire-stopping own penetrations thru rated assemblies. 3. Include installing conduit and boxes in precast panels as they are being made.

THE SUM OF ___________________________________________dollars ($ ___________________)

Alternate No. 3: Circle one add / deduct / no change…………...….$_________________________________

Identify dollar amount included in base bid for the following section 275000 Voice/ Data Cabling Systems work. 1. Labor $_______________________________ 2. Material $______________________________ 3. LF of Low Voltage Cable__________________

Unit Prices: 1. Hourly rate including profit and overhead, apprentice……………..$_____________________/hr. 2. Hourly rate including profit and overhead, journeyman……………$_____________________/hr.



Gaylord, MN

Comm. No. 450502


BASE BID 31A: EARTHWORK (Labor & Material) Section 021000 – Selective Site Demolition Section 311000 – Site Clearing Section 312000 – Earthwork Section 312500 – Temporary Erosion Control Section 313000 – Geotextiles and Fabric (Silt fence & erosion control fabric related only) Section 320500 – Aggregates Section 331000 – Water Distribution Section 333000 – Sanitary Sewer Section 334000 – Storm Drainage System Notes:

1. Provide and install all aggregate base material under flat site concrete surfaces. Asphalt paving will provide their own base material under bituminous and curb / gutter.

2. Include all soil correction. Refer to geotechnical report for requirements. 3. Include replacing unsuitable soil in utility trenches if required. 4. Provide and maintain a temporary all weather road to the construction site and

around the building for adequate contractor access. Remove temporary roads when no longer needed.

5. Provide and place topsoil that is free of rocks and debris. If reusing existing topsoil and it is approved by the architect, it must be screened.

6. Include dewatering of site as needed for duration of the project. 7. Provide and maintain all required erosion control until final landscaping is in place.

Include temp erosion control seeding as required, final seeding by Landscaper. 8. Include a storm water management permit, see section 015710. 9. Soil separation fabric beneath all bituminous pavements is by 32A. 10. Recycled base aggregate is acceptable meeting MNDOT gradation and content

requirements. THE SUM OF _________________________________________dollars ($ _______________) Voluntary Alternate- Cost change to allow an early site work excavation start this Fall 2015. Circle one add / deduct / no change…...................... $___________________ Unit prices including profit & overhead for adding or deleting work outside base bid scope of work identified above:

Excavate, remove from site, and dispose of unsuitable soil or debris. $_______/cy compacted volume.

Haul in place and compact structural fill. $_______/cy compacted volume.



Gaylord, MN

Comm. No. 450502


BASE BID 32A: BITUMINOUS PAVING (Labor & Material) Section 313000 – Geotextiles and Fabric (Soil separation fabric related only) Section 320500 – Aggregates Section 321000 – Plant Mix Bituminous Pavement Section 322400 – Pavement Striping Section 322600 – Signs Notes:

1. Provide and install all aggregate base material under bituminous and curb / gutter surfaces. Earthwork Contractor will provide base material under site concrete flatwork only.

2. Must verify subgrade prior to placing bituminous base. No extras will be allowed for gravel overruns.

3. Review pavement work sequencing identified on the preliminary construction schedule. Base lift of bituminous will be placed at locations to be determined prior to site concrete for material and equipment staging. Base lift paving would be held back from concrete edges and infilled at time of site concrete placement and wear course.

4. Include soil separation fabric beneath bituminous pavement. 5. Recycled base aggregate is acceptable meeting MNDOT gradation and content

requirements.

THE SUM OF _________________________________________dollars ($ _______________)

BASE BID: 32C FENCES AND GATES (Labor & Material) Section 325000 – Fences and Gates THE SUM OF _________________________________________dollars ($ _____________ Alternate No. 3: Circle one add / deduct / no change…………...….$______________________ BASE BID 32D: LANDSCAPING (Labor & Material)

Section 325800 – Landscaping

Notes: 1. Project scope includes only seeding. 2. Topsoil by earthwork contractor, rake and fine tune topsoil and remove all rocks and

debris before planting. 3. Fine grade topsoil to make smooth and well contoured. 4. Include required erosion control until turf is established and stabilized.

THE SUM OF _________________________________________dollars ($ _______________)



Gaylord, MN

Comm. No. 450502


RESPONSIBLE CONTRACTOR VERIFICATION

Re: Sibley East Public Schools New Elementary School [Project Name and Number]

The undersigned owner/officer of __________________________________ (“Contractor”)

hereby certifies that it complies with each of the minimum criteria in Minn. Stat. § 16C.285, subd. 3, as of

the time of the submission of its bid for the above-referenced project (“Project”).

The first-tier subcontractors that Contractor intends to retain for work on the Project have not yet

been determined. Contractor will obtain and submit signed verifications from each of its subsequently

retained subcontractors, confirming compliance with Minn. Stat. § 16C.285, subd. 3, within 14 days of

retaining the subcontractors.

Dated:__________________ _____________________________________ Contractor By:___________________________________

Its:___________________________________ Owner/Officer Subscribed and sworn to before me This _____ day of __________, 20___ _______________________________ Notary Public



Gaylord, MN

Comm. No. 450502


TIME OF COMPLETION: If awarded this Contract, the undersigned agrees to commence work within seven days of receipt of Notice to proceed. All work, including subsequent contract, will start in accordance with the requirements of the construction schedule to be prepared by the Construction Manager. RECEIPT OF ADDENDA: The undersigned acknowledges receipt of the following addenda: __, __, __, __, __ as prepared by Wendel Architects. Failure to acknowledge receipt of addenda may disqualify bid. PROOF OF COMPETENCY: Undersigned agrees to furnish evidence satisfactory to Owner of sufficient means and expertise to assure completion of Contract in a satisfactory manner, and to furnish such evidence within five (5) days of receipt of written request. Undersigned acknowledges that Owner reserves the right to reject any part of this entire bid and waive any informality therein, but that this bid shall remain open and shall not be withdrawn for a period of forty-five (45) days from date prescribed for this opening, unless stated otherwise in these Construction Documents. If written notice of acceptance of any part or all of this bid is mailed or delivered to undersigned within forty-five (45) days after date set for opening of this bid, or at any other time thereafter before it is withdrawn, undersigned will execute and deliver Contract Documents to Owner in accordance with this bid and accepted, and will also furnish and deliver to Owner any bonds as may be required, and all proof of insurance coverage, within ten (10) day after personal delivery or after deposit in mail or notification of acceptance of this bid. The names of all persons interested in foregoing bid as principals follow: (IMPORTANT NOTICE: If bidder or interested person is a corporation, give legal name of corporation, state where incorporated names of president and secretary; if a partnership, give name of firm and names of all individual co-partners composing firm; if bidder or interested person is an individual, give first and last names in full). The undersigned acknowledges that they have reviewed all plans & specifications including Division zero and one. The low qualified bidder will be asked to break down their bid per area of work. ____________________________________________________ SIGNATURE OF BIDDER (Hand written in ballpoint ink) Legal Business Name: _______________________ Business Address: ______________________________________________________________ Telephone# (____) __________________________ Fax:_____________________________ Bid Contact: _______________________________ Email:___________________________ Project Manager: ____________________________ Email:___________________________ Project Manager’s Cell # (____) ______________________ Date of Proposal: _____________________

Special Structural Testing and Inspection

Program Summary ScheduleProject Name:

Location:

Permit No. (1)

IBC 1705.2.1

AISC 360 - Chapter N

N5.4, N5.6

IBC 1705.2.1

AISC 360 - Chapter N

N5.7

IBC 1705.2.2

Table 1705.2.2

Item 1, 2

IBC 1705.3

Table 1705.3

Item 1

IBC 1705.3

Table 1705.3

Item 5

IBC 1705.3

Table 1705.3

Item 6

IBC 1705.3

Table 1705.3

Item 7, 12

IBC 1705.3

Table 1705.3

Item 10

IBC 1705.4

TMS 402 - Table 1.19.2

Item 1

IBC 1705.4

TMS 402 - Table 1.19.2

Item 2a, b, d

IBC 1705.4

TMS 402 - Table 1.19.2

Item 2b, 2c, 4a, 4b

IBC 1705.4

TMS 402 - Table 1.19.2

Item 3a, 3d

IBC 1705.4

TMS 402 - Table 1.19.2

Item 4f

IBC 1705.4

TMS 402 - Table 1.19.2

Item 4d

SI-T Each Visit

erection of precast

concrete members

Periodic observation of


cold/warm weather

protection of masonry

SI-T Each Visit

& formwork

to grouting

Each Visit

Periodic observation of SI-T Each Visit

CMU , mortar joint, and

Sibley East Public Schools - New Elementary School

625 Lincoln Avenue East

Gaylord, MN

Periodic observation of SI-T

SI-T

Each Visit


field welding and bolting

Each Visit

steel deck and inspection

of deck welds

concrete reinforcing

Each Visit


Technical (2)

Report

Frequency (5)

Assigned

Firm (6)

Type of

Inspector (4)Description (3)

Continuous testing of SI-T Each Visit


fresh concrete mixes


required mix design

steel framing

Each Visit

Periodic material verification of SI-T

steel placement

space, proportions prior

Each Visit

reinforcement construction

size and location of CMU,

reinforcement, and anchors


Periodic verification of

concrete placement

placement

Each VisitSI-TContinuous observation of grout

SI-T Each Visit

compliance with approved submittals

SI-TPeriodic observation of grout

IBC 1705.6

Table 1705.6

Item 1

IBC 1705.6

Table 1705.6

Item 2

IBC 1705.6

Table 1705.6

Item 3

IBC 1705.6

Table 1705.6

Item 4

IBC 1705.6

Table 1705.6

Item 5

IBC 1705.13

IBC 1705.16

Notes: This Schedule to be filled out and included in the Special Structural Testing and Inspection Program.

(1) Permit No. to be provided by the Building Official.

Sprayed Fireproofing SI-T Each Visit

Firestopping SI-T Each Visit

Periodic verification that materials SI-T Each Visit

below footings are adequate

for design bearing capacity

Technical (2)

Type of Report Assigned

Description (3) Inspector (4) Frequency (5) Firm (6)

excavations extending to proper

Continuous observation of SI-T Each Visit


to placement of compacted fill

and site preparation prior

Periodic observation of subgrade SI-T Each Visit

material and depth

placement and compaction

of compacted fill

Periodic testing and SI-T Each Visit

classification of compacted

fill materials

(2) Referenced to the specific technical scope per 2012 IBC Chapter 17, as adopted by 2015

Minnesota State Building Code.

(3) Description per 2012 IBC Chapter 17, as adopted by 2015 Minnesota State Building Code.

(4) Special Inspector - Technical, Special Inspector - Structural.

(5) Weekly, monthly, per test inspection, per floor, etc.

(6) Firm contracted to perform services.

ACKNOWLEDGMENTSEach appropriate representative shall sign below:

Owner: Firm:

Contractor: Firm:

Architect: Firm: Wendel

SER: Firm: LSEngineers

SI-S: Firm:

TA: Firm:

SI-T: Firm:

F: Firm:

If requested by engineer/architect of record or building official, the individual names of all prospective special

inspectors and the work they intend to observe shall be identified (use the reverse side of form if necessary).

Legend: SER = Structural Engineer of Record SI -T = Special Inspector-Technical

TA = Testing Agency F = Fabricator

SI - S = Special Inspector - Structural

Accepted for the Building Department by: Date:

Date:

Date:

Date:

Date:

Date:

Date:

Date:

Date:



Gaylord, Minnesota

Comm. No. 450502

WENDEL

SECTION 099000 - PAINTING

Page 13

3.9 PAINT COLOR SCHEDULE

Color Location Color Number Color Name

PNT-1 Typical walls To be selected

PNT-2 Interior Hollow Metal Door Frames To be selected

PNT-3 Interior Hollow Metal Doors To be selected

PNT-4 Exterior Hollow Metal Doors and

Frames

To be selected

PNT-5 Columns To be selected

PNT-6 Exterior ships ladders To be selected

PNT-7 To be selected















**Note that PNT-7 through PNT-21 are noted as PNT-X on the drawings. Final locations/colors to be selected

by Architect.

**Note that the PNT numbers represent surfaces for identification, and some colors may be duplicated.

END OF SECTION 099000

SUGGESTED CONTROL JOINT LAYOUTBY LS ENGINEERS 10/21/15

CONTROL JOINTLOCATION

CJ111

XX XX X XX X

3

FFE - SEE PLAN

SEE PLAN FOR CMUWALL SIZE & REINF.

ANGLE 6x4x3/8" x 0'-8" LONG(LLV) W/ STD. HOLE TORECEIVE (1) 5/8" DIA.THREADED ROD (A36) SET INHILTI HIT HY-70(TYP. @ EMBED IN PRECAST)

EMBED PLATE BY PRECASTSUPPLIER @ 4'-0" O.C. MAX.(LOCATE OFFSET FROMEMBED IN PRECAST ONOPP. SIDE OF WALL)

ANGLE 6x4x3/8" x 0'-8" LONG(LLV) W/ 2" DIA. HOLE TORECEIVE (1) 5/8" DIA.THREADED ROD (A36) SET INHILTI HIT HY-70(TYP. @ EMBED IN PRECAST)

3"x3/8"x3" PLATE W/ STD.HOLE (DO NOT WELDTO ANGLE - TYP. ONEAST FACE OF WALL)

3/16"TYP.

DRAWN:

DATE:

SIBLEY EASTELEMENTARY SCHOOL

GAYLORD, MINNESOTA

234 N. Main St.LeSueur, MN 56058

email: [email protected]: (507) 665-6255fax: (507) 665-6818

LSEngineers

10-28-15

MLK

SR-2

SR-2 3/4" = 1'-0"

SECTION1

S404

2

22

XX XX XX

NOTE: SEE PLAN FORBEAM & COLUMN SIZES

FFE - SEE PLAN

NOTCH PLANK ASREQUIRED FOR COLUMN- FILL SOLID W/ GROUTONCE INSTALLED- VERIFY NOTCH LIMITSW/ PLANK SUPPLIER

SEE FOR STIFF.PLATE REQUIREMENTS

1/2" BASE PLATE W/ (4) 3/4"DIA. A325 BOLTS (TYP.)

3/4" TOP PLATE W/ (4) 3/4" DIA.A325 BOLTS (TYP. U.N.O.)

ANGLE 6x3 1/2"x3/8" (LLV) x1'-6" LONG EACH FACE (TYP.)

9"x1/2"x9" PLATE EACHFACE (TYP.)

13/S4043/16"

TYP. TOBOTH

STIFFENERS

3/16"

DRAWN:

DATE:

SIBLEY EASTELEMENTARY SCHOOL

GAYLORD, MINNESOTA

234 N. Main St.LeSueur, MN 56058

email: [email protected]: (507) 665-6255fax: (507) 665-6818

LSEngineers

10-28-15

MLK

SR-3

SR-3 3/4" = 1'-0"

SECTION121

S406

2

MAIN LEVEL FFE100' - 0"

UPPER LEVEL FFE114' - 0"

T.O. WALL131' - 10"

11 12 13 14 15

/2 A301

TYPE 'A' METAL WALL PANEL

TILT-UP PRECAST WALL PANEL


(3) PANELS @ 12'-0" = 36'-0" 6'-8"

4'-4"12'-0"12'-0"12'-0"12'-0"4'-4"

TYPE 'B' METAL PANEL

MODULAR CAST STONE BASETYPE 'B' METAL PANEL

TYPE 'B' METAL WALL PANEL

A451

1

W10W22W22

W1W1W1W1W1

W14

W12

W11

ALUM SILL TO MATCHSTOREFRONT, TYP.

TYP

4'-0"

TY

P2'

-6"

C.J. C.J. C.J. C.J.C.J.C.J.C.J.C.J.C.J.2

2



T.O. WALL131' - 10"

16 17

/1 A301

3'-0"12'-0"12'-0"12'-0"12'-0"4'-4"12'-0"12'-0"12'-0"12'-0"4'-4"12'-0"


MODULAR CAST STONE BASE

A451

2A451

3

W1W1

W14

W1 W1 W1 W1 W1 W1 W1

W14

C.J. C.J. C.J. C.J. C.J. C.J. C.J.2



T.O. WALL131' - 10"

EGHJKPQ

/5 A301


TILT-UP PRECAST WALL PANEL TYPE 'B' METALWALL PANEL

4'-0" (10) PANELS @ 12'-0" = 120'-0" 3'-8"


(3) PANELS @ 12'-0" = 36'-0"

A451

5

A451

4

W1 W1

W1W1

W13W9

W2

W3

8" X 8" VENT - SEE MECH.

3'-5"

10'-6

"

C.J. C.J. C.J.

22



T.O. WALL131' - 10"

ABD

/4 A301

(2) PANELS @ 12'-0" = 24'-0" 5'-10"5'-10"

TILT-UP PRECAST WALL PANELTYPE 'B' METAL WALL PANEL TYPE 'B' METAL WALL PANEL

W3

W8A

C.J.

2

EXPOSED AGGREGATE

SANDBLAST

PRECAST CONCRETE FINISH SCHEDULE


T.O. WALL131' - 10"

6

5'-4"




T.O. WALL131' - 10"

O P Q

4'-8"

18'-0

"

TILT-UP PRECASTWALL PANEL

C.J.

METAL BOLLARD

2

DWG. No.

PROJ. No.

SCALE

DATE

DWG. TITLE

DWN. CHK.

NOTES

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENTOF PROFESSIONAL SERVICE, IS THE PROPERTY OF WENDEL SGN ARCHITECTURE, INC. ANDIS NOT TO BE ISSUED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THEWRITTEN AUHORIZATION OF WENDEL

111 Washington Avenue North, Suite 300Minneapolis, MN 55401

www.wendelcompanies.comp:612.332.1401

REVISIONS

ARCHITECTUREPLANNINGINTERIOR DESIGN

I hereby certify that this plan, specification, or report was preparedby me or under my direct supervision and that I am a duly Licensed

Architect under the laws of the State of Minnesota.

Architect

Date Reg. No.

James A. Wilson

09/18/15 19311

As indicated

SIBLEY EAST

ELEMENTARY SCHOOL

NEW ELEMENTARY

SCHOOL

BID DOCUMENTS

BUILDING ELEVATIONS

A301

9/18/15

Author

450502

Checker

625 LINCOLN AVENUE EASTGAYLORD, MN

1/8" = 1'-0"1BUILDING ELEVATION


1/8" = 1'-0"4EAST BUILDING ELEVATION



1/8" = 1'-0"3BUILDING SECTION / ELEVATION

NO. BY REVISIONS DATE

2 Addendum 2 10/28/2015



T.O. WALL131' - 10"

235

/2 A302

(8) PANELS @ 12'-0" = 96'-0"6'-10" 4'-6"





A451

6

A452

1

W1

W1 W1

W1 W1

W1 W1

W1 W1

W1 W1

W1 W1

W1 W1

W1 W8

W5

W1

W1

SCUPPER



T.O. WALL131' - 10"

123

/1 A302

4'-6"


(10) PANELS @ 12'-0" = 120'-0"


TILT-UP PRECAST WALL PANELA452

2

W1

W1 W8

W5

W1

W1 W1

W1

W7

W1 W1

W1

W1 W1

W1

W1

W1 W1

W1 W1

W7

SCUPPERSCUPPER

8" X 8" VENT - SEE MECH.

10'-6

"

8'-9 1/8"



T.O. WALL131' - 10"

AB



ALUM SILL TO MATCH STOREFRONT

W8A



T.O. WALL131' - 10"

A C /7 A302

(2) TYPE B PANELS @ 12'-0" = 24'-0"5'-10" 5'-10"



TYPE 'A' METAL WALL PANEL



W4

C.J.



T.O. WALL131' - 10"

F

O P Q/5 A302TYPE 'A' METAL WALL PANEL

TILT-UP PRECAST WALL PANELMODULAR CAST STONE BASE

4'-2" (15) PANELS @ 12'-0" = 180'-0" 3'-2"






A452

3A452

4

W4

W23

W16

SCUPPER, TYP.

8" X 8" VENT, SEE MECH.

9'-6

"

3'-8"

SUPPLY FAN - SEE MECH

108 X 78 LOUVER - SEE MECHBOTTOM OF LOUVER TO BE 5' 6" ABOVEUPPER LEVEL FINISH FLOOR

90 X 78 LOUVER - SEE MECHBOTTOM OF LOUVER TO BE 5' 6" ABOVEUPPER LEVEL FINISH FLOOR

18" DIA VENT PIPE - SEE MECH

EXPOSED AGGREGATE

SANDBLAST

PRECAST CONCRETE FINISH SCHEDULE



T.O. WALL131' - 10"

1


3'-0"



T.O. WALL131' - 10"

B

15'-4"

DWG. No.

PROJ. No.

SCALE

DATE

DWG. TITLE

DWN. CHK.

NOTES




REVISIONS




Architect

Date Reg. No.

James A. Wilson

09/18/15 19311

As indicated

SIBLEY EAST

ELEMENTARY SCHOOL

NEW ELEMENTARY

SCHOOL

BID DOCUMENTS

BUILDING ELEVATIONS

A302

9/18/15

Author

450502

Checker


1/8" = 1'-0"1NORTH BUILDING ELEVATION

1/8" = 1'-0"2NORTH BUILDING ELEVATION

1/8" = 1'-0"3BUS ENTRY






2 Addendum 2 10/28/2015

DWG. No.

PROJ. No.

SCALE

DATE

DWG. TITLE

DWN. CHK.

NOTES




REVISIONS




Architect

Date Reg. No.

James A. Wilson

09/18/15 19311

SIBLEY EAST

ELEMENTARY SCHOOL

NEW ELEMENTARY

SCHOOL

BID DOCUMENTS

DOOR SCHEDULE

A950

9/18/15

Author

450502

Checker


DOOR SCHEDULE

DOOR

NO.

DOOR OPENING FRAME DETAILS DOOR

HARDWARE REMARKSWIDTH HEIGHT MATERIAL DEPTH TYPE HEAD JAMB THRESHOLD MATERIAL THICKNESS TYPE GLASS LABEL

187 3' - 0" 7' - 0" HM 5 3/4" 1 B B HM 1 3/4" C GL-3 41

190.1 6' - 0" 7' - 0" ALUM 6" W5 E E 4/A962 ALUM 1 3/4" E GL-1(ALT GL-2) 2 PAIR

190.2 6' - 0" 7' - 0" ALUM 6" W5 E E 4/A962 ALUM 1 3/4" E GL-1(ALT GL-2) 3 PAIR

190.3 6' - 0" 7' - 0" ALUM 4 1/2" W6 E E ALUM 1 3/4" E GL-3 10 PAIR

190.4 6' - 0" 7' - 0" ALUM 4 1/2" W6 E E ALUM 1 3/4" E GL-3 10 PAIR

191A.1 8' - 0" 9' - 8" HM 5 3/4" 5 B B HM 1 3/4" A - 90 MIN 12 PAIR

191A.2 6' - 0" 7' - 0" HM 5 3/4" 2 B B HM 1 3/4" B GL-3 20 PAIR

191B.1 8' - 0" 9' - 8" HM 5 3/4" 5 B B HM 1 3/4" A - 90 MIN 12 PAIR

191B.2 6' - 0" 7' - 0" HM 5 3/4" 2 B B HM 1 3/4" B GL-3 20 PAIR

193.1 6' - 0" 7' - 0" HM 5 3/4" 2 B B HM 1 3/4" A - 9 PAIR

193.2 6' - 0" 7' - 0" HM 5 3/4" 2 A A HM 1 3/4" A - 4 PAIR

200.1 8' - 0" 7' - 0" HM 5 3/4" 2 B B HM 1 3/4" B GL-3 21 PAIR

200.2 8' - 0" 7' - 0" HM 5 3/4" 2 B B HM 1 3/4" B GL-3 21 PAIR

200A 8' - 0" 9' - 8" HM 5 3/4" 5 B B HM 1 3/4" A - 90 MIN 12 PAIR

200B 8' - 0" 9' - 8" HM 5 3/4" 5 B B HM 1 3/4" A - 90 MIN 12 PAIR

201 8' - 0" 7' - 0" HM 5 3/4" 2 B B HM 1 3/4" B GL-3 20 PAIR

202 3' - 0" 7' - 0" ALUM 4 1/2" W19 F F ALUM 1 3/4" E GL-3 34

203-BL1 8' - 0" 4' - 0" HM 5 3/4" 4 B B GL-3 BORROWED LITE


203A 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 34

203B 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 34

204 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 34

204-BL 8' - 0" 4' - 0" HM 5 3/4" 4 B B GL-3 BORROWED LITE

205 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 34


206 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 34


207 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 36

208 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 34

209 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 34


210 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 34


211 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 34


212 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 34


213 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 34



214.1 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 34

214.2 3' - 0" 7' - 0" HM 5 3/4" 1 A A WD 1 3/4" B GL-9 90 MIN 15

215 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" C GL-3 40

215A 3' - 0" 7' - 0" HM 5 3/4" 1 C C WD 1 3/4" A - 44

215B 3' - 0" 7' - 0" HM 5 3/4" 1 C C WD 1 3/4" A - 44

216 8' - 0" 7' - 0" HM 5 3/4" 2 B B HM 1 3/4" B GL-3 20 PAIR

219.1 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" A - 36

219.2 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" A - 36

220 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 36

221 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 36

222 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 36

223.1 3' - 0" 7' - 0" HM 5 3/4" 1 C C WD 1 3/4" A - 45

223.2 3' - 0" 7' - 0" HM 5 3/4" 1 C C WD 1 3/4" A - 45

224 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 36

225 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" C GL-3 36

226 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" C GL-3 36

227 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" C GL-3 36

240 6' - 0" 7' - 0" ALUM 4 1/2" W18 F F ALUM 1 3/4" E GL-3 22

241 3' - 0" 7' - 0" HM 5 3/4" 1 A A WD 1 3/4" A - 90 MIN 18

242 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" A - 42


251.1 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 25

251.2 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 25

252 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 34


253 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 34


254 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 34



255 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 34


256 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 34


257 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 34


262 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 34


263 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 34


264 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 34


265 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 34


270.1 6' - 0" 7' - 0" HM 5 3/4" 2 B B HM 1 3/4" A - 23 PAIR

270.2 3' - 0" 7' - 0" HM 5 3/4" 1 G G HM 1 3/4" A 6

DOOR SCHEDULE

DOOR

NO.

DOOR OPENING FRAME DETAILS DOOR

HARDWARE REMARKSWIDTH HEIGHT MATERIAL DEPTH TYPE HEAD JAMB THRESHOLD MATERIAL THICKNESS TYPE GLASS LABEL

100.1 6' - 0" 7' - 0" ALUM 7 1/2" W12 E E 4/A962 ALUM 1 3/4" E GL-1(ALT GL-2) - 1 PAIR

100.2 6' - 0" 7' - 0" ALUM 7 1/2" W12 E E 4/A962 ALUM 1 3/4" E GL-1(ALT GL-2) - 3 PAIR

100.3 6' - 0" 7' - 0" ALUM 6" W24 E E ALUM 1 3/4" E GL-3 - 8

100.4 6' - 0" 7' - 0" ALUM 6" W24 E E ALUM 1 3/4" E GL-3 - 7

101.1 3' - 0" 7' - 0" ALUM 6" W15 E E ALUM 1 3/4" E GL-3 - 11

101.2 3' - 0" 7' - 0" ALUM 6" W15 E E ALUM 1 3/4" E GL-3 - 37

101A 3' - 0" 7' - 0" HM 5 3/4" 1 C C WD 1 3/4" C GL-3 - 36

102 3' - 0" 7' - 0" HM 7 3/4" 1 D D WD 1 3/4" C GL-3 - 41

103 3' - 0" 7' - 0" HM 5 3/4" 1 C C WD 1 3/4" C GL-3 - 42

104 3' - 0" 7' - 0" HM 7 3/4" 1 D D WD 1 3/4" C GL-3 - 41

105 3' - 0" 7' - 0" HM 7 3/4" 1 D D WD 1 3/4" C GL-3 - 41

106 3' - 0" 7' - 0" HM 7 3/4" 1 D D WD 1 3/4" C GL-3 - 41

106-BL 4' - 0" 4' - 0" HM 5 3/4" 3 C C GL-3 BORROWED LITE

108 3' - 0" 7' - 0" HM 5 3/4" 1 C C WD 1 3/4" A - - 44

109 3' - 0" 7' - 0" HM 5 3/4" 1 C C WD 1 3/4" A - - 44

110.1 3' - 0" 7' - 0" HM 5 3/4" 1 C C WD 1 3/4" A - - 42

110.2 3' - 0" 7' - 0" HM 5 3/4" 1 C C WD 1 3/4" A - - 42

111 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" A - - 34


112.1 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 - 25

112.2 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 - 25

112A 3' - 0" 7' - 0" HM 5 3/4" 1 C C WD 1 3/4" A - - 45


113.1 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 - 25

113.2 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 - 25

113A 3' - 0" 7' - 0" HM 5 3/4" 1 C C WD 1 3/4" A - - 45


114.1 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 - 25

114.2 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 - 25

114A 3' - 0" 7' - 0" HM 5 3/4" 1 C C WD 1 3/4" A - - 45

115.1 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 - 27

115.2 3' - 0" 7' - 0" ALUM 6" W13 1/A962 1/A962 SIM 4/A962 ALUM 1 3/4" E GL-1(ALT GL-2) - 5

115A 3' - 0" 7' - 0" HM 5 3/4" 1 C C WD 1 3/4" A - - 45

116.1 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 - 25

116.2 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 - 25

116A 3' - 0" 7' - 0" HM 5 3/4" 1 C C WD 1 3/4" A - - 45


117.1 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 27

117.2 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 25

117A 3' - 0" 7' - 0" HM 5 3/4" 1 C C WD 1 3/4" A - 45


118.1 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 25

118.2 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 25

118A 3' - 0" 7' - 0" HM 5 3/4" 1 C C WD 1 3/4" A - 45


119.1 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 25

119.2 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 25

119A 3' - 0" 7' - 0" HM 5 3/4" 1 C C WD 1 3/4" A - 45

121 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" C GL-3 35

122 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" A 40

123 3' - 0" 7' - 0" HM 5 3/4" 1 A A WD 1 3/4" B GL-9 90 MIN 17

124.1 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" C GL-3 33

124.2 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" C GL-3 33

124A 3' - 0" 7' - 0" HM 5 3/4" 1 C C WD 1 3/4" A - 44

124B 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" A - 90 MIN 19

125 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" A 60 MIN 14

126.1 8' - 0" 7' - 0" HM 5 3/4" 2 B B HM 1 3/4" C GL-3 20 PAIR

126.2 6' - 0" 7' - 0" ALUM 7 1/2" W9 1/A962 1/A962 SIM 4/A962 ALUM 1 3/4" E GL-1(ALT GL-2) 2 PAIR

129 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" C GL-3 42

129A 3' - 0" 7' - 0" HM 5 3/4" 1 C C WD 1 3/4" A 42

130 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" C GL-3 35

131 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" C GL-3 35

132.1 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 25

132.2 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 25

135 8' - 0" 7' - 0" HM 5 3/4" 2 B B HM 1 3/4" C GL-3 20 PAIR


140.1 6' - 0" 7' - 0" ALUM 4 1/2" W17 F F ALUM 1 3/4" E GL-3 22 PAIR

140.2 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 28

141 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" A - 42

144 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 34


145 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 34


146.1 8' - 0" 7' - 0" HM 5 3/4" 2 B B HM 1 3/4" B GL-3 20 PAIR

146.2 6' - 0" 7' - 0" ALUM 7 1/2" W3 E E 4/A962 ALUM 1 3/4" E GL-1(ALT GL-2) 2 PAIR

146A 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" A 42

146B 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" A 42

147 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 34



148 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 34


149 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 34


150 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 34


151.1 8' - 0" 7' - 0" HM 5 3/4" 2 B B HM 1 3/4" B GL-3 20 PAIR

151.2 6' - 0" 7' - 0" ALUM 7 1/2" W4 E E 4/A962 ALUM 1 3/4" E GL-1(ALT GL-2) 4

152.1 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 25

152.2 3' - 0" 7' - 0" ALUM 6" W7 1/A962 1/A962 SIM 4/A962 ALUM 1 3/4" E GL-1(ALT GL-2) 5

153 3' - 0" 7' - 0" HM 5 3/4" 1 C C HM 1 3/4" A - 42

154 3' - 0" 7' - 0" HM 5 3/4" 1 C C HM 1 3/4" C GL-3 41

155 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" C GL-3 42

156 3' - 0" 7' - 0" HM 5 3/4" 1 C C WD 1 3/4" C GL-3 35

157 3' - 0" 7' - 0" HM 5 3/4" 1 C C WD 1 3/4" D GL-3 36

158 3' - 0" 7' - 0" HM 5 3/4" 1 C C WD 1 3/4" D GL-3 36

158A 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" A - 40

159 3' - 0" 7' - 0" HM 5 3/4" 1 C C WD 1 3/4" C GL-3 39

159-BL1 8' - 0" 4' - 0" HM 5 3/4" 4 C C GL-3 BORROWED LITE

160 3' - 0" 7' - 0" HM 5 3/4" 1 C C WD 1 3/4" A - 44

161.1 3' - 0" 7' - 0" HM 5 3/4" 1 B B WD 1 3/4" D GL-3 27

161.2 3' - 0" 7' - 0" ALUM 6" W7 1/A962 1/A962 SIM 4/A962 ALUM 1 3/4" E GL-1(ALT GL-2) 5






170.1 6' - 0" 7' - 0" HM 5 3/4" 2 B B HM 1 3/4" B GL-9 90 MIN 13 PAIR

170.2 6' - 0" 7' - 0" HM 5 3/4" 2 B B HM 1 3/4" A - 90 MIN 16 PAIR

170.3 6' - 0" 7' - 0" HM 5 3/4" 2 B B HM 1 3/4" C GL-3 23 PAIR

170.4 6' - 0" 7' - 0" HM 5 3/4" 2 B B HM 1 3/4" C GL-3 23 PAIR

170.5 6' - 0" 7' - 0" HM 5 3/4" 2 B B HM 1 3/4" B GL-9 90 MIN 13 PAIR

171 3' - 0" 7' - 0" HM 5 3/4" 1 B B HM 1 3/4" A - 42

172 3' - 0" 7' - 0" HM 5 3/4" 1 B B HM 1 3/4" A - 26

172A 3' - 0" 7' - 0" HM 5 3/4" 1 C C HM 1 3/4" A - 43

173 3' - 0" 7' - 0" HM 5 3/4" 1 B B HM 1 3/4" A - 26

173A 3' - 0" 7' - 0" HM 5 3/4" 1 C C HM 1 3/4" A - 43

174 3' - 0" 7' - 0" HM 5 3/4" 1 B B HM 1 3/4" C GL-3 41


175.1 3' - 0" 7' - 0" HM 5 3/4" 1 B B HM 1 3/4" A - 90 MIN 18

175.2 6' - 0" 7' - 0" HM 5 3/4" 2 A A HM 1 3/4" A - 4 PAIR

176.1 3' - 8" 7' - 0" HM 5 3/4" 1 B B HM 1 3/4" A - 38

176.2 6' - 0" 7' - 0" HM 5 3/4" 2 A A HM 1 3/4" A - 2 PAIR

178 6' - 0" 7' - 0" HM 5 3/4" 2 B B HM 1 3/4" A - 24 PAIR

179 3' - 0" 7' - 0" ALUM 4 1/2" W21 F F ALUM 1 3/4" E GL-3 36

181.1 3' - 0" 7' - 0" HM 5 3/4" 1 B B HM 1 3/4" C GL-3 29

181.2 3' - 0" 7' - 0" HM 5 3/4" 1 B B HM 1 3/4" C GL-3 29

181.3 14' - 0" 8' - 6" B B 2" SERVICE DOOR

182.1 3' - 0" 7' - 0" HM 5 3/4" 1 B B HM 1 3/4" C GL-3 30

182.2 3' - 0" 7' - 0" HM 5 3/4" 1 B B HM 1 3/4" C GL-3 31

182.3 6' - 0" 5' - 8" B B 2" COUNTER DOOR

183 3' - 8" 7' - 0" HM 5 3/4" 1 B B HM 1 3/4" C GL-3 32

184 3' - 0" 7' - 0" HM 5 3/4" 1 B B HM 1 3/4" A 40

185 3' - 0" 7' - 0" HM 5 3/4" 1 B B HM 1 3/4" A - 44

186 3' - 0" 7' - 0" HM 5 3/4" 1 B B HM 1 3/4" A - 42


2 Addendum 2 10/28/2015

9

A430

11

A430

7

A430

14

A430

RDRD

R1

RD

LOW

1

A430

RTU

EF

PRV

SL1 SL1

CC

EFEF

EF

+4"

RD

RD

ORD

LOW

+8"

ORD

ORD

+5"+4"

+8"

+5"

HIGH

12

A430

R3

ORD ORD

www.wendelcompanies.com

Proj. No.:

Date:

Ref. DWG.:

Sheet No.:

NEW ELEMENTARY SCHOOL

AR05

450502

PARTIAL ROOF PLAN

10/28/15

SIBLEY EAST ELEMENTARY SCHOOL

1/16" = 1'-0"1PARTIAL ROOF PLAN

1/A130

7'-0

"

SEE ELEVATION 1/A202FOR TYP NOTES

SPANDREL GLASS INALUM STOREFRONT

TYPE F4 WALL TIGHTTO ALUM STOREFRONT

SOLID SURFACE SILL

FILL W/ SPRAYFOAM INSUL

SOLID SURFACESILL

EPOXY PNT

EPOXY PNT

GWTB

S5F4

SOLID SURFACE SILL

ALUM CLOSURE ANGLEFINISH TO MATCH STOREFRONT

FILL VOID W/ SPRAY FOAM INSUL

A202

27

A202 26

3AR06

1

T

112A

T

113A

S7

S5S5

1'-8

1/4

"1'

-11

3/4"

3'-4

"

6"

112A 113AF4

F4S7

PTD PTD

78"

MIN

TY

P.

7'-6

"

A20226

5'-10" 5'-10"

AR06

2


Proj. No.:

Date:

Ref. DWG.:

Sheet No.:


AR06

450502

TOILET PLANS, ELEVATIONS & DETAILS

10/28/15


1/2" = 1'-0"3TOILET ELEVATION / SECTION

1/4" = 1'-0"1TOILET ELEVATION

1 1/2" = 1'-0"2PLAN DETAIL

1/4" = 1'-0"4TOILET PLAN - 112A & 113A

A201, A202



T.O. WALL131' - 10"

LP

T.O. FOOTING97' - 0"

COMMONSDINING

180

2'-0"W x 6'-0"H ACOUSTIC PANELS W/ 3'-0"H LETTERSIN TIMES NEW ROMAN FONT, TYP. COLOR TBD

PNT-X

PNT-X

EQEQ

2'-7

"2'

-7"


Proj. No.:

Date:

Ref. DWG.:

Sheet No.:


AR07

450502

COMMONS WEST ELEVATION

10/28/15


1/8" = 1'-0"1BUILDING SECTION

1/A351



T.O. WALL131' - 10"

13 14 15

T.O. FOOTING97' - 0"

COMMONSDINING

180

/1 A352

A730

6

HALL

191B

HALL

200B

W21

2'-0"W x 6'-0"H ACOUSTIC WALL PANELS W/3'-0"H LETTERS IN TIMES NEW ROMAN FONT, TYP. COLOR TBD.

PNT-X

PNT-X


Proj. No.:

Date:

Ref. DWG.:

Sheet No.:


AR08

450502

COMMONS NORTH ELEVATION

10/28/15


1/8" = 1'-0"1BUILDING SECTION

1/A352

8"

MIN

2x WD BLKG

BRAKE MTL FLASHING

TYPE 'A' MTL PNL

REFER TO 1/A430FOR TYP NOTES

AIR BARRIER

VAPOR BARRIER

3'-0

"

BRAKE MTL FLASHING

REFER TO 9/A430FOR TYP NOTES

2x WD BLKG

TYPE 'B' MTL PNL ONAIR BARRIER ON1/2" EXT PLYWD ON5/8" EXT GYP SHTGON 6" 18 GA. MTLSTUDS @ 16" O.C.

WD BLKG

6"6"

14 GA x 5" ANGLE W/ 21/2" LEGS W/ (3) 1/4"TEK SCREWS TOSTUD & (2) 0.157" DIA.HILTI X-U FASTENERTO PRECAST (EMBED1 1/4") @ 4'-0" O.C.


Proj. No.:

Date:

Ref. DWG.:

Sheet No.:


AR09

450502

ROOF DETAILS

10/28/15


1 1/2" = 1'-0"1ROOF DETAIL

1 1/2" = 1'-0"2ROOF DETAIL

4/A430, 14/A430

2-TIER BROWSER BOOKCASE

9-COMPARTMENT PULL-OUT DRAWERW/ FIXED PLAM DIVIDERS

9-COMPARTMENT BROWSER W/ FIXEDPLAM SHELVES AND DIVIDERS

2'-0" 2'-0"

2'-1

0"

4"


W21

ALUMINUM STOREFRONT- 1 3/4" x 4-1/2" ALUM STOREFRONT FRAMING- GLASS TYPE GL-4

10'-0

"

2'-0

"4'

-10

1/4"

2'-1

0 1/

4"

5 EQ LITES

16'-0 1/2" 3'-0" 3 1/2"


Proj. No.:

Date:

Ref. DWG.:

Sheet No.:


AR10

450502

PICTURE BOOKS BROWSER DETAIL & ALUM FRAME 21

10/28/15


1 1/2" = 1'-0"1PICTURE BOOKS BROWSER

14/A851, A961

1/4" = 1'-0"2ALUM. FRAME W21