THE OHIO STATE UNIVERSITY Columbus, Ohio January 10, 2012 ... · January 10, 2012 Receipt for: ADDENDUM NO. 1 Addendum to Plans and Specification for PROJECT NO. OSU-109000 South

THE OHIO STATE UNIVERSITY Columbus, Ohio

January 10, 2012

Receipt for:

ADDENDUM NO. 1

Addendum to Plans and Specification for

PROJECT NO. OSU-109000

South High Rises Renovation and Addition Phase 3, Bid Package #8

SMITH-STEEB HALL ADDITION/RENOVATION & SIEBERT HALL RENOVATION for

THE OHIO STATE UNIVERSITY, Columbus, Ohio

ACKNOWLEDGMENT OF RECEIPT

The undersigned acknowledges that Addendum No. 1 for

The Ohio State University South High Rises Renovation and Addition Bid Package 8 – Smith-Steeb Hall Addition/Renovation & Siebert Hall Renovation

has been received by the undersigned and will be incorporated in all copies of said Plans and Specifications in possession of the undersigned. It is understood that all bids submitted in response to The Ohio State University will be presumed to be based upon full knowledge of the contents of Addendum No. 1. ___________________________________ Signature ___________________________________ Company Name ___________________________________ Title _______________________ Date URGENT NOTE: PLEASE SIGN AND DATE THIS “ACKNOWLEDGMENT OF RECEIPT”

AND RETURN VIA FAX TO (614) 297-1300 TO DC REPROGRAPHICS TO THE ATTENTION OF DAN CANNELL BY NO LATER THAN 9:00 a.m. ON THURSDAY, JANUARY 12, 2012.

Page 1 of 1

Addendum No. 1 1 U:\2009proj\09600\5\SPEC\ARCH\Bid Package 8\Addenda\Addendum 1\Addendum 1.doc

THE OHIO STATE UNIVERSITY Columbus, Ohio

January 10, 2012

ADDENDUM NO. # 1

RETURN RECEIPT REQUESTED

TO THE DRAWINGS AND SPECIFICATIONS FOR: PROJECT NO. OSU-109000

South High Rises Renovation and Addition

Phase 3, Bid Package #8 SMITH-STEEB HALL ADDITION/RENOVATION & SIEBERT HALL RENOVATION

for THE OHIO STATE UNIVERSITY

Columbus, Ohio TO ALL BIDDERS: This Addendum supplements and amends the original Plans and Specifications and shall be taken into account in preparing proposals and shall become a part of the contract documents.

General Revisions

Item 1 Included as part of the bid documents and attached hereto are the pre-bid meeting minutes, Power Point slide show presented at the pre-bid meeting and site tour attendance sheets.

Drawing Revisions

VOLUME 1A & VOLUME 4

Item 1 Drawing A0.1 (Volume 1A): Delete the following keynote under SECTION 07 21 29 SPRAYED INSULATION: Keynote 72P – OPEN – CELL FOAM IN PLACE INSULATION.

Item 2 Drawing A0.2: ERA-1 Built-up Coal Tar Roofing on Concrete Deck: Delete Keynote “75R1” and replace with “75R2”.

Item 3 Drawing A0.2: At Exterior Roof Assembly ERA-2, change Keynote 75R1 to 755R.

VOLUME 1A

Item 4 Drawings A1.4D through A1.13D (inclusive): Revise the quantity and locations of the existing access doors to remain and to be demolished per the attached Sheet A1.4D. Demolish the two walls behind the existing access door (to be demolished) at the south corridor of Smith Hall per the attached Sheet A1.4D.

Item 5 Drawings A1.4D through A1.13D (inclusive): Add the following demolition coded note: “III: EXISTING CORRIDOR ELECTRICAL PANEL TO REMAIN - REFER TO ELECTRICAL DRAWINGS.” Locate Coded Note III per the attached revised Sheet A1.4D.


Item 6 Drawing A1.1: At the south elevator shaft at Smith Hall, move Keynote 55L1 to the east side of the shaft.

Item 7 Drawing A1.2: Revise the two “PIT LADDER” keynotes at the Smith Hall Elevators X026E and X027E to be 55L1.

Item 8 Drawing A1.3: Revise the door number of the door entering into room 150A Equipment Storage to be “150AA.”

Item 9 Drawing A1.3: Revise the furring and wall configurations at the intersection of grids I.2 and 4 per the attached sketch SK-A1.

Item 10 Drawing A1.3: Revise the furring and wall configurations at the intersection of grids J.1 and 15 per the attached sketch SK-A2.

Item 11 Drawing A1.4 through A1.13 (inclusive): Revise the locations of the existing corridor electric panels (keynote 260E) per the attached revised Sheet A1.4.

Item 12 Drawing A1.4 through A1.13 (inclusive): In the plumbing/shaft space north and directly adjacent to the 21T bathrooms in Smith Hall, remove from the drawings the new type S2 wall bounding the existing access door to the corridor.

Item 13 Drawing A1.15: At Detail 1 – Level 14, change all detail reference tags from “10/A5.1.7” to “4/A5.1.7”

Item 14 Drawing A1.15: At Detail 2 – Level 13, remove all exterior roof assembly 1 references (ERA-1).

Item 15 Drawing A1.15: At Detail 2 – Level 13, Smith Hall low penthouse roof shall be exterior roof assembly 4 (ERA-4) in the area roughly bound by grids G, K, 3, and 4.

Item 16 Drawing A1.2A: At Level 4 – Connector, Floor Lounge (Rm 440), revise dimension from curtain wall to grid line 7.2 to read 2’-0½”.

Item 17 Drawing A1.3A: At Level 7 – Connector, Floor Lounge (Rm 740), revise dimension from curtain wall to grid line 7.2 to read 2’-0½” and revise dimension from curtain wall to grid line G to read 2’-0½”.

Item 18 Drawing A1.3A: At Level 7 – Connector, Floor Lounge (Rm 755), revise dimension from curtain wall to grid line 9.1 to read 2’-0½”.

Item 19 Drawing A1.4A: At Level 12/ Roof – Connector, revise dimension from centerline of roof drain to grid line 7 to read 2’-11”.

Item 20 Drawing A4.1.1: South Elevation – Precast Panels (North Elevation Sim), make the following dimension revisions:

At overall Reference Line dimension, revise dimension 66’-9 7/8” to read 66’-9 1/8”.

At dimension from grid line 9 (8 Sim @ North Elevation) to Reference Line, revise dimension 12’-11” to read 12’-10¼”.

At dimension from Reference Line to edge of panel at top of screen wall, revise dimension 3 1/8” to read 5 7/8”.


At dimension from Reference Line to edge of panel at Floor 10 and Floor 3, revise dimension 7/8” to read 1 5/8”.

Item 21 Drawing A4.2.2: At Elevations 1, 2, 3 and 4, revise dimension from outside face of curtain wall frame to Connector Floor 3 datum to read 2’-2½”.

Item 22 Drawing A5.2.1: At Details 1, 2, 3, 4, remove all Project North arrows.

Item 23 Drawing A5.2.1: At Detail 1, delete the unreferenced detail tag.

Item 24 Drawing A5.2.1: At Detail 7, the “HEAD” portion of this detail shall have the same Roll-Down Shade (Keynote 122R1), blocking, and gypsum as indicated at the “INTERMEDIATE FLOOR” portion of this detail.

Item 25 Drawing A5.2.3: Add Detail 12 to this sheet per the attached Sketch SK-3.

Item 26 Drawing A5.5.1: At Detail 12, revise vertical post spacing from 4’-0” maximum to 8’-0” maximum.

Item 27 Drawing A6.1.8: Revise Doors 150BA and 150EA to have no electrical hardware (delete the “X” in the electrical column).

VOLUME 1B

Item 28 Drawing A7.1.1: At Elevation 1, delete Keynote “88M: 18” x 60” MIRROR (TEMPERED) CENTERED ON BACK OF DOOR” and replace with “1028T7: CENTER ON DOOR”.

Item 29 Drawing A7.1.1: Reflected Ceiling Plan 6, at soffit area adjacent entry door, delete note “LIGHT FIXTURE CL” and replace with “SPRINKLER CL”.

Item 30 Drawing A7.1.6: At Details 1 & 5 change the access door to type 831F1. Remove the text below this keynote referencing “24”W x 48” H.”

Item 31 Drawing A7.1.6: At Details 1 & 3, change the access door to type 831F1. Remove the text below this keynote referencing “24”W x 48” H.”

Item 32 Drawing A7.1.9: Remove the unreferenced detail tags from Details 1 and 2.

Item 33 Drawing A7.1.12: At Detail 5, add keynote “180G” point toward grille type “E,” and locate the keynote above the text reading “REFER TO SHEET A6.3.1.”

Item 34 Drawing A7.4.3: At Detail 14, revise per the attached sketch SK-A7.

Item 35 Drawing A7.5.4: At Detail 1, revise the furring and wall configurations at the intersection of grids P.1 and 12 per the attached sketch SK-A6.

Item 36 Drawing A8.4.1: At Detail 4, revise per the attached sketch SK-A4. Revise the title of the detail to be “GUARDRAIL AT GRAND STAIR.”

Item 37 Drawing A8.4.1: At Detail 5, revise per the attached sketch SK-A5.

Item 38 Drawing A8.10.1: At Detail 12, revise per the attached sketch SK-A8. Delete the text note reference to Detail 9/A8.10.1


Item 39 Drawing A9.1A: Level 3 Reflected Ceiling Plan - Connector: At Double Room Type A Units (Rms 343 and 352), revise ceiling elevation at exterior wall soffit to read 8’-0”.

Item 40 Drawing A9.2A: Level 4, 5 and 6 Reflected Ceiling Plans - Connector: At Double Room Type A Units (Rms 443, 452, 543, 552, 643 and 652), revise ceiling elevation at exterior wall soffit to read 8’-0”.

Item 41 Drawing A9.3A: Level 7, 8 and 9 Reflected Ceiling Plans - Connector: At Double Room Type A Units (Rms 743, 752, 843, 852, 943 and 952), revise ceiling elevation at exterior wall soffit to read 8’-0”.

Item 42 Drawing A9.4A: Level 10 Reflected Ceiling Plan - Connector: At Double Room Type A Units (Rm 1041), revise ceiling elevation at exterior wall soffit to read 8’-0”.

Item 43 Drawing A10.2: Revise the finish symbol in Room 85 Break Room as follows:

Wall Finish: 99N1 Floor Finish: 965T2 Base Finish: 965B1

VOLUME 2

Item 44 Drawing RS1.02: Remove reference to infilling slab at Smith Hall between grids B, C, 2, and 3.

Item 45 Drawing RS1.03: Note that all area well locations/quantities are not correct on this sheet – see Drawing RS1.02 for correct well locations/quantities.

Item 46 Drawing RS1.03: Remove the concrete aprons outside the stair doors at Smith Hall roughly between grids O, P, 5, and 6, and at Steeb Hall roughly between grids R.1, S, 15, and 16.

VOLUME 3

Item 47 Drawing H3.04: Add the following information to note 2: Pipe supports that run in the racks indicated on this sheet shall be roller type. Roller support shall be provided by the contractor installing the associated piping. Division 23 shall coordinate spacing of supports that they will be installing with the other contractors.

Item 48 Drawing H3.05: Add the following information to note 2: Pipe supports that run in the racks indicated on this sheet shall be roller type. Roller support shall be provided by the contractor installing the associated piping. Division 23 shall coordinate spacing of supports that they will be installing with the other contractors.

Item 49 Drawing E0.01: Add General Notes CC and DD as follows:

CC. The location of the card reader panel and power supply for the Buck ID/Blackboard shall be located in the IDF as described below. All wiring for the Buck ID systems as shown in Division 28, Appendix A details shall be provided by the Division 28 contractor, wired back to the respective closet via conduit and cable tray. When located on in IDF on different floor than location of door to be controlled, utilize the vertical cabling paths within the IDF closets. Provide 10’ feet of slack at the IDF closet for the final terminations by the OSU Buck ID staff. Location of the card reader panels shall be –

1) Doors located in the Lower Level, First Floor and Second Floor, the card reader shall be placed in the 2nd Floor IDF closet


2) Doors located in the Third Floor and Fourth Floor, the card reader control cabinet shall be placed in the 4th Floor IDF closet

3) Doors located in the Fifth Floor and Sixth Floor, the card reader shall be placed in the 6th Floor IDF closet

4) Doors located in the Seventh Floor and Eighth Floor, the card reader shall be placed in the 8th Floor IDF closet

5) Doors located in the Ninth Floor, Tenth Floor, Eleventh Floor and the Penthouse, the card reader shall be placed in the 10th Floor IDF closet

DD. Sequence of Work – Temporary/Permanent Electric Service to Smith Steeb

Once the Electrical Contractor is on site, the first order of work is to install new feeders from the exterior pad mounted transformer to the existing Switchboard in the existing electric rooms within Smith Hall and Steeb Hall. For Steeb, conduit and conductors shall be run within the subbasement of Steeb Hall to the Steeb’s electric room. For Smith, feeders shall be run through Steeb sub-basement, through the sub-basement utility connector, through Smith’s sub-basement and into Smith’s electric room. Feeders shall be planned to be used at the beginning as temporary feeders for construction power, and in later phase of this project, will function as the permanent feeders to the new switchboards “MSB-SMITH” and “MSB-STEEB”. Work shall be planned to provide the proper slack at each end of the conduit and wiring paths so in the existing electric rooms the conduits and wiring can be extended to the new switchboard locations and at the new main switchboard “MS-SS1” pullboxes shall be included so the feeders can be spliced once the new main switchboard is in place to maximize the amount of feeder re-use. Switchover from the existing switchboards in Smith Hall and in Steeb Hall to “MSB-SMITH” and “MSB-STEEB” shall be considered as outage #1.

After the temporary feeders are in place, the electrical work shall be planned for the installation of the “MS-SS1” switchboard. When the “MS-SS1” is in place and ready for the switchover, the cabling for connection from “MS-SS1” circuit breakers to “MSB-SMITH” and “MSB-STEEB” shall be installed, intercepting the temporary feeders to “MSB-SMITH” and “MSB-STEEB” and extending the feeder to the designated switches in “MS-SS1”. At the same time of the interception of the temporary feeders, the installation the new main feeder from the exterior pad mounted transformer to “MS-SS1” shall be planned. All work included in this phase of work shall be considered outage #2.

Outages shall be planned well in advance of the work and a plan of work shall be provided to OSU, Smoot Construction and Heapy Engineering for review and approval before the work commences. During the two outages, temporary power shall be provided via a portable generator to keep the power to the job site up and running.

The location of the feeder for “MSB-SMITH” in the sub-basement utility connector shall be coordinated with the HVAC Contractor’s and Plumbing Contractor’s piping and racking systems indicated on sheet H2.01 so the feeder will not affect the racking installation at a later date. Refer to the section A and note #12 for the dedicated electric conduit/feeder space.

Item 50 Drawing ES.01: Change Note #3 – “…Abandoned Ductbank shall be removed by the Division 26 Contractor.”

Item 51 Drawing E2.10: Change the Connector Room number is rooms 880, 881 and 882 to 850, 851 and 852 respectively.


Item 52 Drawing E2.12: On the roof of the East and West Connector Floor Lounge, relocate the “W2” fixture and all noting from the E2.13 plan for the power and control of the “W2” lighting fixture.

Item 53 Drawing E2.13: On the roof of the East and West Connector Floor Lounge, delete the “W2” fixture and all noting from the E2.13 plan. Lighting fixtures and noting moved to the E2.12 plan.

Item 54 Drawing E3.02: Delete the card swipe (CS) or electric door locks (DL) at door X008CA, the corridor door separating the north and south corridors at the Steeb Lower level.

Item 55 Drawings E3.04, E3.05, E3.06, E3.07, E3.08, E3.09, E3.10, E3.11, E3.12 and E3.13: Change coded note 4 to coded note 3 at Rooms _23 and _71. Change coded note 3 to coded note 4 at Rooms _30 and _64.

Item 56 Drawing E3.10: Change the Connector Room number is rooms 880, 881 and 882 to 850, 851 and 852 respectively.

Item 57 Drawing E4.03: Revise Detail B as follows:

TYPICAL 04 ROOMS – RESIDENT ADV. ROOMS TYPICAL MIRROR 30 & 64 ROOMS – SINGLE ROOM ENLARGED ROOM PLAN

Item 58 Drawing E4.03: Revise Detail F as follows:

TYPICAL 90 ROOMS ENLARGED RESIDENT ADV. ROOM PLAN

Item 59 Drawing P2.11: Secondary roof drain for connector lounge roofs shall be OD3, equal to Zurn Z100-W2-C, dome type roof drain with internal water dam. Install drain with drain body at concrete roof slab and dome enclosed by surrounding insulation. Refer to attached Sketch SK-P1.

VOLUME 4

Item 60 Drawing L4.1: Replace sheet with attached revised sheet.

Item 61 Drawing L4.3: Revise Detail 8 as shown on attached sketch SK-L1

Item 62 Drawing A11.2D: Detail 2 – Level 2 Demolition Plan: There is no square penetration in the roof directly west of the elevator shafts. Delete the arrow from coded note “U” to the square.

Item 63 Drawing A11.2: Revise New Work Coded Note “F” as follows: “EXTERIOR ROOF SCREEN SYSTEM (KEYNOTE 1082A). SUPPORT WITH GALVANIZED HSS 4x4x5/16" POSTS 66" TALL AND ANCHOR TO ROOF STRUCTURE ACCORDING TO DETAIL 8/A15.2.3. PROVIDE SHOP WELDED CAP AT TOP OF POSTS. SPACE POSTS AS INDICATED ON DRAWINGS.”

Item 64 Drawing A11.6: Add Coded Note “G” to the New Work Coded Notes, with the following description: “REINSTALL SALVAGED LIMESTONE COPING WITH MORTAR ON A ZINC COATED COPPER SHEET FLASHING (KEYNOTE 762C). REPLACE EXISTING ANCHORS WITH STAINLESS STEEL ANCHORS (KEYNOTE 401R1). TYPICAL AT ROOF PARAPETS, SEE DETAIL 13/A15.2.3, SIMILAR.”

Item 65 Drawing A11.6: Detail 1: Add Coded Note “G” to all parapet copings at the roof perimeter.


Item 66 Drawing A15.2.3: Details 10 & 13: Replace Keynote 75L with Keynote 762C.

Item 67 Drawing A17.2.1: Detail 2: Remove the unreferenced detail callout.

Item 68 Drawing A19.2: Detail 1 – Level 01 Ceiling Plan: Remove the unreferenced detail callout. Add lighting at the west ramp canopy per the attached Sketch SK-A9.

Item 69 Drawings RS11.01 through RS11.06 (inclusive): Rotate all Project North Arrows 180 degrees.

Item 70 Drawing RS11.05: Note that Coded Notes 9, 10, 11, and 12 apply and are the same as those indicated on Sheet RS11.04.

Item 71 Drawing RS11.06: Detail 1 – Level 11 Plan: At the following two locations, change Coded Note 4 to Coded Note 5: the square opening along grid 2, and the square opening along grid 14.

VOLUME 5

Item 72 Drawing H12.01: Add the following information to note 25: “Pipe supports that run in the racks indicated on this sheet shall be roller type. Roller support shall be provided by the contractor installing the associated piping. Division 23 shall coordinate spacing of supports that they will be installing with the other contractors.”

Item 73 Drawing H13.03: Add the following information to note 2: “Pipe supports that run in the racks indicated on this sheet shall be roller type. Roller support shall be provided by the contractor installing the associated piping. Division 23 shall coordinate spacing of supports that they will be installing with the other contractors.”

Specification Revisions

Item 1 Section 00 10 00: Delete indication of Contract 309 from site tour time of 3:00 p.m. to 4:00 p.m. on January 6, 2012. Additionally, remove Contract 309 from the 10:15 a.m. bid opening slot indicated at the end of the solicitation. Contract 309 will be opened at 9:15 a.m. as indicated.

Item 2 Section 01 12 13, 4.01 L.4.m.5: Change reference from “Contract 202” to “Contract 302”

Item 3 Section 01 12 13, 4.01 O.1.c (Contract 305): Delete reference to Section 01 22 00.Item 4 Section.

Item 4 Section 01 12 13, 4.01 P.4.f1.d. (Contract 306): Change reference from Contract 207 to Contract 310.

Item 5 Section 01 12 13, 4.01 S.4.c.5 (Contract 309): Add to end of paragraph, “Note that the lounge spaces as well as the sealant work of the connector are work activities that other means of access shall be planned for in lieu of the self climbing scaffold system.”

Item 6 Section 01 12 13, 4.01 S.4.h.7 (Contract 309): Delete paragraph and include in its place, “Include new work at existing aluminum entrances to buildings to include doors, hardware as well as frame modification to be able to receive new doors and hardware. Work includes all patching of old hardware preparation, reinforcement for new work, etc. Include all door hardware, including auto operators at these doors. Contract 309 shall provide immediate protection at all buildings (Siebert, Smith-Steeb) front entry and interior vestibule aluminum entrances and storefront to protect against demolition activities. Contract 309 shall either install temporary doors or utilize existing doors to assure that protection measures are in place for


items to remain. Doors shall be lockable, self closing. Provide 20 keys to locking hardware on doors to CM for distribution.”

Item 7 Section 01 12 13, 4.01. X.4.a. (Contract 314): Change reference from, “Contract 215” to “Contract 315”.

Item 8 Section 01 12 13, 4.01 AA.4.p (Contract 317): Add subparagraph, “9. Contract 317 shall maintain Siebert Elevators throughout the course of construction. Elevator maintenance shall cover any need, including but not limited to, entrapment, door dislodgement or any other cause. This work will not fall under any existing maintenance agreement that is published by the University.”

Item 9 Section 01 12 13, 4.01 AA.4.p. (Contract 317): Add subparagraph, “10. Contract 317 shall include elevator constructor time to perform work associated with selector switch installation, position indicator work and installation, Elevator machine room access to perform schedule work by others. Life safety inspection, Code Authority inspection for renewed certificate of operation, etc.”

Item 10 Section 01 12 13, 4.01 AA.4.p. (Contract 317): Add subparagraph, “11. At the end of construction Contract 317 shall perform a thorough cleaning of all machine rooms, elevator shafts, door tracks, etc.”

Item 11 Section 01 50 00, 3.13 A: Change a portion of the paragraph to read, “…….Contract 206 shall maintain the elevators in Smith-Steeb during construction. Contract 317 shall maintain and keep operational the elevators in Siebert Hall…..”

Item 12 Section 05 50 00, 1.04 E and E1: In both locations where it says “handrails,” change to “handrails and guardrails.”

Item 13 Section 07 42 00, 2.01 C: Change “Basis of Design” from Alucobond FR to Alucobond Plus.

Item 14 Section 07 42 00, 2.01: Add Item I “Fire Resistance: Must comply with ASTM 285.”

Item 15 Section 08 14 16, 2.01 A1: Add Lambton Doors as an available manufacturer.

Item 16 Section 08 31 00, 2.02 B: Add item 2 as follows: “2. Babcock-Davis “B-XTM insulated exterior access panel for weather resistant application, with mortise prep. Prep must accommodate a Best 7-pin cylinder per University standards.”

Item 17 Section 22 11 16, 2.1 F: Revise Paragraph to read as follows: “Pipe and fittings concealed in walls, above ceilings, soffits, etc., within the typical tower bathrooms only, may be at the Contractor’s option, CPVC Type 4 plastic pipe, Schedule 40 in 2" and smaller, Schedule 80 in larger pipe with plastic socket type fittings and chemical weld joining. Piping may also be SDR 11 in sizes 2” and smaller. Connections to metal pipe shall be with mating flanges. Piping shall be listed to ASTM D 2846 or ASTM F441. Pipe fittings shall be listed to ASTM 439. Piping cell classification shall be 23447 per ASTM 1784. Pipe hanger installation shall be per manufacturer requirements. Chrome plated nipples are required as indicated in the fixture schedule for supply penetrations through walls.”

Item 18 Section 22 11 16, 2.2 F: Revise Paragraph to read as follows: “Valves installed in plastic supply piping systems shall comply with section 2.2 of specification section 22 11 16 and specification 22 05 23. Provide required material transition flanges or unions as required to integrate specified valves into plastic system piping.”


Item 19 Section 22 07 19, 1.4: Add Note to read as follows: “(5) Domestic water systems including: copper, CPVC, PEX and Aquatherm construction, shall be insulated in compliance with this specification.”

Item 20 Section 23 82 16, 2.2: Add RAE Coils to the list of acceptable manufacturers.

Item 21 Section 26 05 19, Paragraph 2.12: Add “Metal-Clad Cable: Type MC may be used for lighting and receptacle circuits in hollow interior walls shall be acceptable. The Type MC Cable must contain green insulated ground conductor and installation must use UL approved connectors.” Per Value Engineering with OSU, use of Type MC Cable in the locations as described.

Item 22 Section 26 05 33, 2.1 B. 1): Delete “All applications over 2” conduit size.” Per Value Engineering with OSU, conduit above 2” shall be Thinwall EMT.

Item 23 Section 26 05 33, 2.1 D 1) – Delete “Minimum size - .75”.” Per Value Engineering with OSU, conduit shall be code minimum size.

Item 24 Section 26 05 33, 2.2 A. – Change to read, “Conduits shall be code minimum size.” Per Value Engineering with OSU, conduit shall be code minimum size.

CLARIFICATIONS

Item 1 Fire Alarm Wiring Style: The fire alarm wiring is a Modified Class A wiring system.

Item 2 Camera Wiring: The wiring for the CCTV cameras shall be included in the Division 28 Contractor work.

Attachments

1. Pre-Bid Meeting Minutes dated January 6, 2012 2. Power Point presentation as shown in pre-bid meeting dated January 6, 2012 3. Site Tour Attendance Sheets 4. Sketch SK-A1 5. Sketch SK-A2 6. Sketch SK-A3 7. Sketch SK-A4 8. Sketch SK-A5 9. Sketch SK-A6 10. Sketch SK-A7 11. Sketch SK-A8 12. Sketch SK-A9 13. Sketch SK-L1 14. Sketch SK-P1 15. Drawing A1.4D (Revised) 16. Drawing A1.4 (Revised) 17. Drawing L4.1 (Revised)

END OF ADDENDUM

Meeting Minutes

Phase 3, BP#8 Pre Bid Meeting 1Project # OH09020OSU South Campus High Rises Renovation and

AdditionTel: 614-247-4955 Fax: 614-247-58831618 Highland Street

Columbus, Ohio 43201-2035

Date Start End Next Meeting Next Time Prepared By Company1/6/12 09:00 AM 10:30 AM Greg Palmer Smoot Construction

Purpose Location General NotesTo convey to prospective bidders, bidding procedures, project site logistics and a general review of bid package scope responsibilities.

The Ohio State UniversityYounkins Success Center, Classroom 1501640 Neil AvenueColumbus, Ohio 43201

See attached Sign In Sheet for list of bidders attending.

Non-AttendeesJobes Henderson & Associates - Ken StewartKinzelman/Kline - Kristyn MalinowskiSchooley Caldwell Associates - Brian KigginsSchooley Caldwell Associates - Wayne BartholomewSmoot Construction - Edward MedleySmoot Construction - Vince UnangstThe Ohio State University - Daren LehmanThe Ohio State University - Major BissettThe Ohio State University - Michelle MillerThe Ohio State University - Thyrone Henderson

Attended ByHeapy Engineering - Bill ThomasHeapy Engineering - Jason BrownSchooley Caldwell Associates - Tom MathenySmoot Construction - Greg PalmerSmoot Construction - Rick KramerThe Ohio State University - Cihangir CalisThe Ohio State University - Pat Purtee

cc:

CompletedDue DateResponsibilityMeeting Item DescriptionItem Cls'd

1. Introduction

New Business

001-001 NoTeam Members

The following team members were introduced:

The Ohio State University - OwnerOSU Student Life -End User - Not RepresentedMr. Cihangir Calis - FDC Project Manager Ms. Pat Purtee - Construction ManagerMs. Michelle Miller - Project Coordinator (Not in Attendance)

Schooley Caldwell Associates- Associate ArchitectMr. Tom Matheny - Project ManagerMr. Wayne Bartholomew - Contract Administrator (Not in Attendance)

Smoot Construction - Construction ManagersMr. Greg Palmer- Project ManagerMr. Jim Ruffing - Assistant Project ManagerMr. Rick Kramer - Project EngineerMr. Vince Unangst - Project Superintendent (Not in Attendance)

All communications should be directed to the Construction Manager (CM) for distribution and response. Please address written correspondence to either Mr. Greg Palmer or Mr. Rick Kramer at the following location:

614-247-4955614-247-5883 Main Fax

Smoot Management Systems Page 1 of 10Printed on: 1/8/2012

SRS Grped by Topic and by 'Old-New Business'

Item Meeting Item Description Responsibility Due Date Completed Cls'd

1618 Highland StreetColumbus, Ohio 43201

Deadline for material substitutions/questions to be entertained without extending the bid date is January 13, 2012.

2. Bidding Procedures/ Information

New Business

001-002 NoInstructions to Bidders

Bidder is instructed to pay particular attention to the Instruction Bidders, IB in Division 1 of the bidding documents.Specific areas of concern were addressed to raise bidder awareness.

Bids will be received on January 20, 2012 at 9:00 a.m. at:The Ohio State UniversityOffice of Facilities Planning and Development4th Floor Central Classroom Building2009 Millikin RoadColumbus, Ohio 43210

Required Submittals with Bid Submission:

Bid Envelope - Envelope should be clearly marked with the following information:Project Number: 109000 Project Name OSU South High Rises Renovation and AdditionDate and Time of BidPhase being bidBid Package Number and Contract # that is being bid and/or Bid Package CombinationName of BidderThe company name on the bid form, and throughout all documents, must be the same name as is registered with the Secretary of State.

Signed Bid Guaranty and Contract Bond or Certified Check, Cashiers Check or Letter of Credit (leave the field on the bond blank or fill in the correct dollar amount - DO NOT PUT IN 100%, THIS WILL VOID THE BIDBonding Company Certificate of ComplianceValid Power of Attorney for Surety AgentBidder Qualification Form (not required but strongly requested):EEO Certificate of Compliance (Certificate Valid for only 6 months)Certified Financial Statement Current Workers' Compensation CertificateApplicable Licensing from the Department of Commerce, Industrial Compliance Division, Ohio Contractors Industry Examining Board(OCIEB). - MEP Contractors

All bidders entering into a contract on a state administered project and their subcontractors are required to be enrolled, and in good standing in a Drug-Free Safety Program approved by the Ohio Bureau of Workers' Compensation.

As of January 1, 2004, Ohio Revised Code (ORC) 9.24 prohibits the State of Ohio from awarding a contract to any individual or organization against whom the Auditor of State has issued a findings for recovery if the findings for recovery is unresolved at the time of award of contract.

Allowances and Alternates are identified on the bid form. Bidders are to be familiar with allowance and alternate requirements.

The EDGE goal is 5%, must have 5% participation or provide "good faith effort".

All in attendance were informed of the intent to hold post bid scope reviews and sense of urgency to go from bid to award. Various Contracts and their associated paper work submissions were emphasized upon and requested to expedited and were suggested to be included with bid submission.

001-003 NoBid Guaranty and Contract Bond

Bid Guaranty and Contract Bond MUST be for the full amount of the bid, including ADD alternates ( do not include deduct alternates). A percentage is not acceptable and the bid will be rejected.If the bidder wishes, a certified cashier's check in the amount of 10% of the bid plus Add alternates would be acceptable. However, if that bidder is the apparent low, the cashier's check will be returned upon receipt of a performance bond. Should the company supplying the cashier's check be second or third low, the check will be held until an actual contract is signed with the low bidder.

001-004 NoChanges in the Bid Amount

Para 2.11.1 Any change to a previously submitted bid shall be made in writing and must be received by the Department before the time scheduled for the bid opening, as determined by the employee of the Department designated to open the bids.

2.11.2 Changes shall not reveal the bid amount, but shall provide an amount to be added or subtracted from the bid amount, so that the final bid amount can be determined only after the sealed envelope is opened.




2.11.3 If the Bidder's written instruction reveals the bid amount in any way prior to the bid opening, the bid shall be rejected.

001-005 NoPrevailing Wage

The project is a prevailing wage project and prevailing wage sheets can be found in the bid documents.

001-006 NoDelivery of Bid/Opening of Bid/Review of Bids

Delivery of BidIf bidders do not hand deliver the bid, please do not use the U. S. Postal Service, even priority, overnight as it is not delivered to the room, only the building. Suggest that they use a courier service - Fed Ex, UPS, Airborne or even a local taxi, and designate that the service deliver to the room. In that way, if there is a problem, the bidder has evidence that they relied on the courier. If they are going to hand carry the bid, be certain to allow enough time since parking is usually nonexistent. Parking is available in the Tuttle Park Garage.

Bids are publicly opened and read and the bidders are more than welcome to attend.

To review another bidders bid. A letterhead request is to be submitted to the University and a time will be scheduled to review.

001-007 NoFront-End Documents

Bidders are encouraged to read the "front-end" section of the specifications not only to familiarize themselves with the administrative rules, but if there are any questions or problems during construction, the "front-end" stipulates how discrepancies are handled.

001-008 NoTax Exempt Status

The Ohio State University is tax exempt. (Refer to Article 1.5 of the General Conditions)

001-009 NoProject Insurance Requirements

Bidder's attention is directed towards Article 11 of the General Conditions of the bid documents for specific insurance requirements.

Heightened areas of concern should be directed towards the following areas as these specific issues relating to insurance are a reoccurring problem on University projects.

Form or Certificate Holder should be listed as:

The Ohio State UniversityOffice of Facilities Planning and Development4th Floor Central Classroom Building2009 Millikin RoadColumbus, Ohio 43210

General Liability and Automotive LimitsForm ModificationsAdditional Insureds required to be listed: The Ohio State University, its Board of Trustees and Smoot Construction.Project Name and Number should be listed in the description of operations section.Cancellation section should be amended to read as follows:" Should any of the above described policies be cancelled before the expiration date thereof, the issuing company will mail 30 days written notice to the Certificate Holder named to the left.

A Builders Risk Policy will be provided by the CM for all Bid Packages. Contractors are responsible for the deductible of any claimed loss in the amount of $50,000.00 for earthquake and flood damage and all other perils the deductible of $5,000.00.

Note that the Medical Insurance is required at $10K limit. The bottom right side MUST be modified per OSU standards, and the additional insureds must be endorsed by the carrier. See the Pre Bid slide presentation for a sample of the ACORD form.

001-010 NoBid Documents

The Contract Documents are available for purchase from DC Reprographics, 1254 Courtland Avenue, Columbus, Ohio, 43201, (614) 297-1200, www.dcreprographics.com/BidManagement.

Those that that are only interested in bidding Contracts 317 through 321 will only be required to obtain Volume Sets 4 & 5 and specifications at a cost of $350.00. Those that are only interested in bidding Contracts 307 & 313-316 will only be required to obtain Volumes 1-3 and specifications of the entire set at a cost of $525.00. All other contracts will be required to obtain all Volumes of drawings of the entire set. At a cost of $695.00. Bid Documents are available for review at the CM Field Office and also can be reviewed at Schooley Caldwell’s office.

Shipping is in addition to the above stated cost.

001-011 NoProposed Equals/Product Approvals

Instruction to Bidders 2.5.1 & 2.5.2

If the Bidder proposes to use an article, device, material, equipment, form of construction, fixture or other item other than those




Standards named, the Bidder shall certify that the item is equal in quality, and all aspects of performance and appearance, to the Standards specified. The form included in Section 01 25 00 must be filled out for consideration of any substitution.

Deadline for submission is today 1/6/2012. Substitution request must be submitted on proper form included in the contract documents for consideration.

There will be no exception to the listed manufacturers after bids have been received.

001-036 NoLEED Certification

This project is pursuing LEED "Silver" Certification. See 01 81 13 for the requirements. Construction Waste Management will need to be handled by the individual contractor.Regional Material credit impacts and VOC limitations to be followed.

001-037 NoQualification Letters

For those not familiar with bidding public work, you must bid the complete scope for a bid package, submitting qualification letters with the bid may disqualify the bid.

001-045 NoPost Bid Scope Reviews

Attendees were made aware of that post bid scope reviews will be as quickly as possible after the bid with the successful bidders. Bidders are expected to have all their paperwork in for contract execution at this time. It was noted in order to expedite contracts to meet required mill orders and fabrication as well as imposed schedule timelines that this needed to be an emphasis.

3. Site Logistics

New Business

001-012 NoCampus Environment

Bidder's attention is directed towards Specification Section 01 12 13 in order to develop a better understanding of the requirements of each bid package and the impact of the surrounding environment upon the work of this project.

Campus EnvironmentContractors are to be aware of current projects on going and are to anticipate construction on going around the site for the duration of the project. Construction congestion coupled with normal University processes are to be taken into consideration when preparing bid for work. The academic school year shall be taken into account when submitting a bid on this project.

Key Elements to bidder and project success for bidders to be aware of were noted as:

Smith-Steeb: Existence of Rooftop Cellular Equipment: AT&T and Sprint

Early work with Smith-Steeb prior to student move out – subbasement temporary electrical work and connector foundation work.

Submittals, fabrication and procurement of materials to meet project schedule and immediate mobilization and commencement of work relating to bid default schedule. Emphasis on structural steel, structural precast, MEP equipment/gear, etc.

Development of temporary electrical power plan, shut downs, start up, etc. to allow for construction work and elevator usage to be maintained throughout.

Interface with previous and concurrent bid package components to include, but not limited to, Asbestos Abatement, Smith-Steeb Elevator work as part of Contract 206, Site work, geothermal work and Streetscape improvements.

Drawer E work associated with Siebert (321), Smith-Steeb (316)

Understanding of air barrier details

Mobilization of crane for first week of student vacancy steel erection.

001-013 NoParking/Deliveries/Site Lay down

ParkingRecent changes have been made by The Ohio State University Transportation & Parking Services and the bidder's attention is directed to Specification Section 01 50 00 for complete details. In general there is no construction personnel parking allowed on site. Even job site vehicles will be limited due to the extreme nature of congestion and site specific issues associated with this project. Those vehicles that have been approved by the CM to park within the site boundaries and fencing will require a parking permit in accordance with the guidelines listed in Specification Section 01 50 00. University deliveries and normal vehicular and pedestrian traffic flow are to be maintained at all times. No temporary parking or staging of vehicles will be allowed on the roads around this project without prior approval of the University. Those in attendance were also informed of the University's intention to privatize the operation of campus parking and as such all parking rules, regulations and cost are subject to change and bidders must take this into account within their bid submission.

DeliveriesDeliveries to the project will be very congested. Deliveries are to be made at the South entrance of the project. Traffic officer/flag




man will be the contractor's responsibility to coordinate and provide along with additional traffic barricades as needed.

Site Lay downDue to site geometry and project requirements available lay down space is virtually nonexistent. Bidders shall anticipate and include just in time deliveries within their bid. BP 4 Geothermal schedule was reviewed with attendees and attendees were informed that work would be going on in the Hale lot during the time frame of this work. Therefore site lay down is virtually non existent.No material that will not be installed within two (2) days will be permitted to be on site unless approved by the CM in advance. Placement of on site stored material shall have prior approval of the CM. Contractors, for bidding purposes, are to assume all material will have to be stored at an off site location prior to its placement.

Utility TunnelThere is an existing utility tunnel running the full length of the site just north of the residence halls. All material and equipment shall avoid this area. Documents address load limitations and bidders shall include in their bid methods, procedures to protect tunnel from imposed loads of construction.

Work HoursBP #8 is under standard work hours unless noise attributing work is being done outside with adjacencies to occupied structures. Bidders should acquaint themselves to work hour restrictions as identified in Section 01 12 13, 2.01 Summary of Contracts. Work hours are also further defined by the bid default schedule as it pertains to extended work shifts as well as second shift.

001-014 NoTree Protection

Mature trees on the site are very important to the University for the required campus vision. Each Contractor of this Bid Package shall protect the trees in the respective areas of their work.

001-015 NoHazardous Material

Insulation, vinyl tile, vinyl tile mastic and insulation within the buildings have tested positive for ACM. Additionally lead based paint exist in the structures. It is not anticipated that this Contractor will disturb the insulation to perform their work. The Contractor shall be responsible to follow OSHA guidelines as it relates to lead based paint.

001-016 NoWork Phases/Sequences

The work for this project will be bid and constructed in three phases:

Phase 1 consists of Utility Relocation, Chiller Bunker and Geothermal Work and Hazardous Material Abatement.

Phase 2 consists of the renovation of Parks, Stradley and the infill addition between the two. Sitework is included in this Phase for Phases 2&3

Phase 3 consists of the renovation of Steeb, Smith and Siebert along with an infill addition between Steeb and Smith. In addition to building construction work will also include a streetscape improvement component.

All the work that is planned to be going on this June was conveyed to bidders. The entire block of College to Neil and eleventh to 12th will be very congested and no laydown shall be anticipated. Congestion should be anticipated.

Existing cell tower arrays were noted to be located on the roof of Steeb Hall. Contractors are responsible to train their employees in the awareness of the hazards associated with working in and around these equipment. AT&T provided a brief presentation on the associated hazards and also informed those present of the personnel monitoring equipment that can be obtained. It was noted that the work in and around these arrays is scheduled to be performed incrementally and as such the cell service providers are aware and prepared to turn this equipment off at one to two day intervals to allow the work to be performed.

001-017 NoOffice Trailer Compound

The project borders both the City of Columbus property as well as the Ohio State University property. Bidder shall become fully familiar with property lines and associated jurisdiction governances and shall take these into account when submitting a bid.

Tool Trailers and Material TrailersAs previously noted project space is very confined and utilization of the space will be limited for job tool and material trailers. Prior approval of the CM is required prior to any placement of referenced trailer. Bidder should anticipate limited space for this type of storage.

Contractor Field Offices are provided for in this Bid Package. Contractors will only be allowed to utilize offices while they have work. Contract 307 shall be responsible for the rental and electric consumption charges for these trailers.

4. Work Scopes

New Business

001-018 NoSpecification 01 12 13

Refer to Specification Section 01 12 13 for more detailed information on work scopes. All bidders are to be familiar with not only the work scopes they are bidding but also those of the other bid packages.

The project will be utilizing a project collaboration software for the processing of RFI's, Daily Reports and Submittals. Contractor's




shall include in their bid the cost associated with the inclusion of this software at a per contract price of $1100.00. Should combination bids be pursued it is still a per contract price. Reference sections 01 12 13 and 01 50 00 for further clarification.

001-019 NoContract 301 Concrete Work

Allowances and Unit Price WorkAlternate WorkLimited Selective DemolitionExisting Structure Modification Work – Generally work associated with RS series drawingsExcavation and backfill associated with work scopeFoundation InsulationNew Concrete Structure WorkSpecial Layout Responsibilities – Reference Section 01 50 00Grouting of base plates and dry packing of steel beams.New CIP color concrete stairsReference Scopes for additional detail

001-040 NoContract 302 Architectural Precast Work

Revit fabrication drawingsGuarantee of window opening sizesInserts for attachment connection of other workBenchmark of new workAll Stainless Steel & Non Stainless Steel connection hardware, embeds, etc.Spray foam insulation at precast connectionsScheduled steel components whether required for attachment of precast work or not.Architectural precast at new Smith-Steeb connector as well as cladding of exiting walls at Smith and Steeb.

001-041 NoContract 303 Masonry & Masonry Restoration W

Allowances and Alternate WorkIndicated selective demolitionGranite, Limestone and Masonry work both new and restoration work.Scheduled sealant work.Salvaged item reinstallationGranite Stair Treads and LandingsMasonry work at Hale Utility Tunnel Maintenance of decorative metal at Siebert/Elsewhere per Section 05 01 70.

001-046 NoContract 304 - Structural Steel & Precast Work

AllowancesFabrication drawings in RevitSelective demolition for beam seat connections Structural Steel and Structural Precast work.Certain components furnished to others for installationPerimeter pour stop tight tolerances.Perimeter safety protection.Temporary scaffold tower.Leave out and re mobilization work.Erection commencement immediately upon student move out

001-047 NoContract 305- Miscellaneous Metal Work

Allowances.Alternate.Fabrication drawings in Revit.Certain selective demolition.Miscellaneous metal work in general.Hale Utility Tunnel scheduled work.Stairwell restoration work.New stair work.Masonry wall lateral restraint angles.Existing Structure support steel – RS series drawings.Roof level guard rail system.

001-048 NoContract 306 - Carpentry & Millwork Work

Certain Selective Demolition items as scheduled.Wardrobe units, Solid Surface Sills and Shelving in resident rooms.Solid Surface bathroom shower receptors and wall panels, counters and window sills.Include Main Desk work including, but not limited to, sliding grille, solid surface material, translucent acrylic, miscellaneous metal supports, etc.Include custom casework and architectural casework.

001-049 NoContract 307 - General Trades Work (Smith-Stee

AllowancesConstruction Facilities and Temporary Controls – Dumpsters, Trash Chutes, Temporary Partitions and Doors, Trailer rentals, Security, Temporary Toilets, Self Climbing Scaffold installation and rental, etc.




Predominant Selective Demolition and removals as scheduled.GFRC wall panels.Waterproofing.Decorative railings. Fireproofing.Sealants.Expansion Joints in Floor.HM Doors, Frames and Hardware.Interior architectural grilles.Signage (limited).Final Cleaning.

001-050 NoContract 308 - Roofing & Metal Siding Work

Scheduled Selective DemolitionNew roof assemblies as required.Setting of roof curbs to be provided by others.Temporary patching of new penetrations into existing roofs prior to new roof work.Metal Siding work.All Exterior Expansion Joints

001-051 NoContract 309 - Curtainwall, Composite Panel, Gla

Construction Facilities and Temporary ControlsCertain Selective Demolition Items.Benchmark of Exterior wall system at connector.Curtainwall, Aluminum Window, Metal Panning, Composite Panel and Architectural Louver work.Select spray foam work.Existing Exterior Strip Window/Curtainwall work.Interior Glass and unframed mirror work.Sealant Work.Aluminum Lettering.Window/Curtainwall Testing.Final Cleaning and Protection Requirements.

001-052 NoContract 310 - Drywall/Acoustical and Painting W

Allowances.Certain Selective Demolition Items.CFMF work.Cavity Wall Insulation.Gypsum Systems – Interior and Exterior.Air Barrier Work.Drywall, Acoustical and Firestopping Work.Access Doors.All interior wall blocking and exterior wall blocking construction.Wall patching, Plaster patching and Stucco patching.Vinyl Wall Covering, Tackable Surfaces, Acoustical Components.Wall and Ceiling Expansion Joints.Interior/Exterior Painting & Sealant work.

001-053 NoContract 311 - Ceramic Tile, Terrazzo, Vinyl & Wo

AllowancesCeramic Tile WorkTerrazzo WorkVinyl Flooring work (Flooring furnished by Owner) Vinyl Base F&I by Contract 311Wood Flooring Work. Wood Base by Contract 306Floor Fill base bid and allowance work.

001-054 NoContract 312 - Specialty Trades Work

Includes wall protectionInclude toilet accessory installation. Certain accessories are to be furnished by the University for installation by this Contract.Includes metal lockers and mail boxesInclude fall protection.Includes residential appliances.Includes roller window shades.Includes interior bike racks.Include projection screen.Fire Control Plan Racks.

001-055 NoContract 313 - Plumbing Work (Smith-Steeb)

Coordination drawings performed in REVITConstruction Facilities and Temporary ControlsInstallation and maintenance of temporary water riser.Scheduled Selective Demolition




Associated work in Utility TunnelNew Scheduled Plumbing workExpedited Procurement of Equipment.

001-056 NoContract 314 - Fire Protection Work (Smith-Steeb

Coordination drawings in RevitConstruction Facilities and Temporary Controls – Fire Stand PipeScheduled Selective DemolitionFire Protection work

001-057 NoContract 315 - HVAC Work (Smith-Steeb)

AllowancesAlternateLead MEP coordination effort. Coordination drawings to be performed in Revit.DDC work affiliate with Smith-Steeb & SiebertScheduled Selective DemolitionAll new HVAC work. Expedited Equipment Delivery. Coordination of installation with that of Contract 301.Mechanical louvers denoted on H-Series drawings, inclusive of installation. Reference architectural details.Miscellaneous metal supports of roof top ductwork as well as chase risers.Generator Exhaust work.

001-058 NoContract 316 - Electrical Work (Smith-Steeb)

Allowances.Coordination Documents in Revit.Construction Facilities and Temporary Controls.Decommissioning of Trailer Compound.Temporary Power & Lighting.Site Lighting and Drawer E electrical work at Smith-Steeb. Work includes that of 9th Avenue for City lighting circuit rerouting.Scheduled Selective Demolition.Early work in subbasement of Smith-Steeb.All new scheduled electrical, Fire Alarm, Data and Communication work..Owner furnished material installation.

001-059 NoContract 317 - General Trades Work (Siebert)

AllowancesAlternatesConstruction Facilities and Temporary Controls –Building Security, Trash Chute, Dumpsters, Temporary Toilets, Protection of existing entries, etc.Selective Demolition including salvaged items to be turned over to others.Scheduled Elevator work.Waterproofing work.Fireproofing work.HM Doors, Frames and Hardware, Interior Grilles, Exterior Screen Wall, Select Interior Signage, Building Sign at Morrison, etc.

001-060 NoContract 318 - Plumbing Work (Siebert)

Coordination Documents in RevitConstruction Facilities and Temporary ControlsSelective Demolition.All new building plumbing work, Scheduled Utility Tunnel work –reference work at Hale Hall.Generator Vent work.

001-061 NoContract 319 - Fire Protection Work (Siebert)

Coordination Documents in RevitSelective Demolition work.Utility Tunnel Fire Line Extension work.Fire Protection work including existing hose cabinet patching.

001-062 NoContract 320 HVAC Work (Siebert)

Lead MEP coordination effort. Coordination drawings to be performed in Revit.Coordinate DDC work with that of Contract 315Scheduled Selective DemolitionAll new HVAC work. Expedited Equipment Delivery. Coordination of installation with that of Contract 301/317.Mechanical louvers denoted on H-Series drawings, inclusive of installation. Reference architectural details.Miscellaneous metal for duct supports as well as pipe racks and riser work. Maintenance and Protection of Existing Equipment to remain.Generator Exhaust work.

001-063 NoContract 321 Electrical Work (Siebert)

Allowances/Unit Prices.Coordination Documents in Revit.Construction Facilities and Temporary Controls.Temporary Power & Lighting.Site Lighting and Drawer E electrical work at Siebert and Hale Green.




Scheduled Selective Demolition.All new scheduled electrical, Fire Alarm, Data and Communication work.Utility Tunnel Lighting as Scheduled. Generator WorkOwner furnished material installation

001-064 NoOwner Furnished ITems

Wireless Access Points – furnished by the University and installed by Contract 316 & 321.Key Watcher – furnished by the University and installed by Contract 307, 316, 317 & 321.Buck Id Equipment – furnished by the University and installed by Contract 316 & 321.Toilet Accessories – Soap, Paper Towel and Toilet Paper Dispenser – furnished by University and installed by Contract 312.Vinyl flooring will be furnished to Contract 311 to install.Carpeting will be installed by a contractor engaged by the University. All contractors in the Phase 3 portion of work shall coordinate their work with that of the carpeting contractor.A University “Knox” box will be provided to Contract 307 for installation. Contract 317 to remove existing and reinstall.

5. Questions

New Business

001-038 NoQ1: Who is responsible for electric consumption charges?A1: The University is paying the consumption charges associated with the project. Trailer electric utility consumption charges are part of an allowance to be included as part of Contract 307's work. Water utilities obtained from an outside fire hydrant are the responsibility of the entity utilizing.

Q2:Can Phase 3 bidders have access to Park-Stradley?A2: If the bidder schedules with Smoot, signs a waiver and brings the proper PPE protection then they can be escorted.

Q3: Who provides temporary heat?A3: Contract 307 for Smith-Steeb and Contract 317 for Siebert

Q4:Will a crane be able to access the north side of Smith-Steeb to install architectural precast?A4: Yes, but the contractor is required to review the capacities listed in section 01 50 00 for the tunnels and should size their crane/cribbing accordingly.

Q5: Will the bid time be extended?A5: No, as indicated earlier in this meeting the project has a limited time by which to complete the work and an extension could put the available work duration in jeopardy.

Q6: Will there be more than one addendum?A6: Yes, the project team expects multiple.

Q7:Who is responsible cleaning the precast?A7: Contract 302 is responsible for initial cleaning. If subsequent work, such as Contract 309 water testing causes a need to clean further then they will be responsible to clean at that time.

Q8: Is wrapping of precast required for shipment? Specifications seem to indicate this.A8: The project team do not believe that it is required to be wrapped. A review of the documents will be made as it relates to this item and any clarification required will be issued in an addendum.

Q9: How is site security to be handled?A9: Contract 307 and 317 are responsible to include Tattle Tale security systems for Smith-Steeb and Siebert respectively. Field office security is the responsibility of each contractor. Contract 307 is responsible for security monitoring of the triple wide and house at 1618 (two accounts).

C: Unframed mirors will be eliminated and changed to framed mirrors.

C: Elevator work will be added to Contract 317.

6. Schedule

New Business

001-043 NoProject Schedule

The bidder is to fully acquaint themselves with the scheduling and sequencing of work associated with each phase of construction and is to take into account all labor and material escalation when compiling their bid for the work to be performed. Furthermore the bid default schedule has been compiled based upon holidays and ODOT weather impacted days . The Contractor is to base their bid upon these work periods. Bid Default Schedule included at the end of Specification Section 01 12 13




Bidders are to pay particular attention to Specification Sections 01 12 13 and 01 32 16 as requirements vary from typical projects.All Contractual Milestone Dates Must Be MetKey Milestone Dates (Reference 01 12 13):See Specific Bid Package responsibilities for individual milestones.

Bidders were informed of the importance to complete the coordination requirements timely and per the milestone requirement.

Early work items in April of 2012 include foundation and electrical work at Smith-Steeb.

7. Addendum Items

New Business

001-044 NoAddendum Items

Pre Bid Meeting Minutes and Sign In SheetPower Point Slide ShowQuestions from Pre Bid MeetingScope clarificationsElevator Maintenance and scope additions to Contract 317.Miscellaneous Scope ClarificationsTemporary Electrical Clarification of work requirement for Smith-Steeb & Siebert

These meeting minutes are made part of Addendum #1 to Project OSU-109000 Phase 3, BP#8.



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f Co

nstr

uctio

n •

Phas

e 1:

Util

ity R

eloc

atio

n/Ch

iller

Bun

ker

Wor

k •

Wor

k Co

mpl

ete

•Ph

ase

2: P

ark

–Str

adle

y Re

nova

tion/

Infil

l •

BP #

6 -

Str

uctu

ral S

teel

& P

reca

st, A

rchi

tect

ural

Pre

cast

and

Cu

rtai

nwal

l Wor

k at

Par

k an

d St

radl

ey

•BP

# 7

– S

mith

-Ste

eb I

nfill

Fou

ndat

ions

, Rem

aind

er o

f N

ew

Cons

truc

tion

as w

ell a

s Re

nova

tion

at P

ark-

Stra

dley

•

Pha

se 3

: St

eeb-

Smit

h In

fill

& R

enov

atio

n, S

eibe

rt

Ren

ovat

ion

•B

P #

8 –

Rem

aind

er o

f N

ew C

onst

ruct

ion

as w

ell a

s R

enov

atio

n at

Sm

ith

-Ste

eb a

nd S

iebe

rt

•BP

# 9

– S

tree

tsca

pe I

mpr

ovem

ents

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

P

roje

ct R

elev

ance

•

Aggr

essi

ve S

ched

ule

Tim

elin

e –

Roug

hly

12 m

onth

s fo

r M

ajor

ity o

f

Wor

k •

Ro

ughl

y 35

0,00

0 Sq

uare

Fee

t, 5

0,00

0 SF

new

and

300

,000

SF

Re

nova

ted

•

Imm

edia

te M

obili

zati

on u

pon

stud

ent

vaca

ncy

•

H

igh

Prio

ritiz

atio

n on

Equ

ipm

ent

Subm

ittal

s/Pr

ocur

emen

t to

allo

w

w

ork

of p

revi

ous

bid

pack

ages

to

cont

inue

for

over

all s

ucce

ss o

f

proj

ect.

•

U

pon

rece

ipt

of N

otic

e to

Pro

ceed

– H

orse

s at

the

Gat

e an

d re

ady

to

ra

ce.

This

is n

ot a

nor

mal

pro

ject

and

you

mus

t be

pr

epar

ed!

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

K

ey e

lem

ents

for

bid

und

erst

andi

ng t

o le

ad t

o pr

ojec

t su

cces

ses

as w

ell a

s co

ntra

ctor

pro

fit

•

Ele

ctric

al (

Cont

ract

316

) –

Early

sub

mitt

als

for

elec

tric

al w

ork

at S

mith

-Ste

eb

• C

oncr

ete

Wor

k Co

ntra

ct (

Cont

ract

301

) –

Smith

-Ste

eb c

onne

ctor

tun

nel

ex

tens

ion

wor

k.

• S

truc

tura

l Ste

el &

Pre

cast

Wor

k (C

ontr

act

304)

– S

teel

Mill

Ord

er,

Subm

ittal

s

& F

abric

atio

n fo

r be

ginn

ing

of J

une

2012

Ere

ctio

n St

art

• A

rchi

tect

ural

Pre

cast

(Co

ntra

ct 3

02)

– Su

bmitt

als,

Fab

ricat

ion,

Del

iver

y of

prec

ast

for

Conn

ecto

r Fa

cade

•

Cur

tain

wal

l, Co

mpo

site

Pan

els,

Gla

ss &

Gla

zing

Wor

k (C

ontr

act

309)

–

Su

bmitt

als,

Fab

ricat

ion,

Del

iver

y –

long

lead

item

s.

• G

ener

al T

rade

s W

ork

(Con

trac

t 30

7) –

Sm

ith-S

teeb

Tun

nel C

onne

ctor

Exte

nsio

n W

ater

proo

fing

wor

k.

• M

EP T

rade

s Lo

ng L

ead

Item

s

Oth

er it

ems

but

the

poin

t is

to

plan

and

to

be p

repa

red!

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Pro

ject

Com

mun

icat

ion

•Al

l Com

mun

icat

ion

is t

o be

rou

ted

thro

ugh

Smoo

t Co

nstr

uctio

n (S

C)

•SC

will

doc

umen

t al

l que

stio

ns a

nd r

espo

nses

(Q

uest

ions

to

be p

rese

nted

in w

ritin

g an

d pr

efer

red

met

hod

is e

-mai

l)

D

eadl

ine

for

prop

osed

sub

stit

utio

ns/

ques

tion

s, in

ord

er t

o no

t ex

tend

bid

dat

e 1/

6/20

12.

•Co

ntac

t In

form

atio

n

•Sm

oot

Cons

truc

tion

Mr.

Gre

g Pa

lmer

, Pro

ject

Man

ager

, gpa

lmer

@sr

smoo

t.co

m

Mr.

Rick

Kra

mer

, Pro

ject

Eng

inee

r, rk

ram

er@

srsm

oot.

com

61

4-24

7-49

55 T

el

614-

247-

5883

Fax

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Bid

ding

Inf

orm

atio

n/A

dmin

istr

ativ

e P

roce

dure

s

•Bi

dder

s ar

e en

cour

aged

to

Read

the

Ins

truc

tion

to B

idde

rs in

D

ivis

ion

1. T

he 2

011

Editi

on (

Sep.

201

1)

•Bi

ds w

ill b

e re

ceiv

ed o

n 1/

20/1

2 @

9:0

0 a.

m. a

t:

Th

e O

hio

Stat

e U

nive

rsity

O

ffic

e of

Fac

ilitie

s O

pera

tion

& D

evel

opm

ent

4t

h Fl

oor,

400

Cent

ral C

lass

room

Bui

ldin

g

20

09 M

illik

in R

oad

Co

lum

bus,

Ohi

o 43

210

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

P

re B

id B

uild

ing

Tour

s on

Jan

uary

6, 2

012

Th

ree

Dis

tinct

Gro

ups

• G

roup

1 –

Con

trac

ts 3

01, 3

02,

303,

304

, 305

, 307

, 30

8, 3

09 &

317

:

1:00

p.m

. – 2

:30

p.m

. •

Gro

up 2

– C

ontr

acts

306

, 31

0, 3

11 &

312

:

3:

00 p

.m. –

4:0

0 p.

m.

• G

roup

3 –

Con

trac

ts 3

13, 3

14,

315,

316

, 31

8, 3

19,

320

& 3

21:

4:00

p.m

. – 5

:30

p.m

.

Day

of

Bid

Ope

ning

Jan

uary

20,

201

2 Bi

ds w

ill b

e op

ened

in s

ame

grou

ping

s an

d or

der

of P

re B

id T

ours

. Thi

s is

to

avoi

d co

nges

tion

in t

he a

vaila

ble

faci

lity

spac

e.

ALL

BID

S A

RE

DU

E A

T 9:

00 a

.m.

Gro

up 1

Bid

s to

be

open

ed a

nd r

ead

alou

d –

9:15

a.m

. G

roup

2 B

ids

to b

e op

ened

and

rea

d al

oud

– 10

:15

a.m

. G

roup

3 B

ids

to b

e op

ened

and

rea

d al

oud

– 11

:15

a.m

.

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Bid

ding

Inf

orm

atio

n/A

dmin

istr

ativ

e P

roce

dure

s

•Bi

d D

ocum

ent

Proc

urem

ent:

•Th

ose

that

tha

t ar

e on

ly in

tere

sted

in b

iddi

ng C

ontr

acts

317

thr

ough

32

1 w

ill o

nly

be r

equi

red

to o

btai

n Vo

lum

e Se

ts 4

& 5

and

spe

cific

atio

ns

at a

cos

t of

$35

0.00

. Th

ose

that

are

onl

y in

tere

sted

in b

iddi

ng

Cont

ract

s 30

7 &

313

-316

will

onl

y be

req

uire

d to

obt

ain

Volu

mes

1-3

an

d sp

ecifi

catio

ns o

f th

e en

tire

set

at a

cos

t of

$52

5.00

. A

ll ot

her

cont

ract

s w

ill b

e re

quire

d to

obt

ain

all V

olum

es o

f dr

awin

gs o

f th

e en

tire

set.

At

a co

st o

f $6

95.0

0. B

id D

ocum

ents

are

ava

ilabl

e fo

r re

view

at

the

CM F

ield

Offi

ce a

nd a

lso

can

be r

evie

wed

at

Scho

oley

Ca

ldw

ell’s

offi

ce.

•D

ocum

ents

are

ava

ilabl

e fr

om:

DC

Repr

ogra

phic

s

1254

Cou

rtla

nd A

venu

e

Colu

mbu

s, O

hio,

432

01

Te

l: (6

14)

297-

1200

Ord

er o

n lin

e at

: w

ww

.dcp

lanr

oom

.com

clic

k on

“Pu

blic

Job

s” li

nk

http://www.dcplanroom.com/�

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Bid

ding

Inf

orm

atio

n/A

dmin

istr

ativ

e P

roce

dure

s

•R

equi

red

Subm

itta

ls w

ith

Bid

:

B

id E

nvel

ope

Encl

osur

es:

•Si

gned

Bid

Gua

rant

y an

d Co

ntra

ct B

ond

or C

ertif

ied

Chec

k Bi

d G

uara

nty

and

Bond

is t

o be

in t

he fu

ll am

ount

of t

he b

id in

clud

ing

add

alte

rnat

es (

Do

not

incl

ude

dedu

ct a

ltern

ates

) -

% e

ntr

y is

not

acc

epta

ble

and

the

bid

will

be

reje

cted

-

Cash

ier’s

Che

ck in

the

am

ount

of 1

0% o

f th

e bi

d pl

us a

dd A

ltern

ates

. If

bidd

er is

app

aren

t lo

w b

idde

r, ch

eck

will

be

retu

rned

upo

n re

ceip

t of

pe

rfor

man

ce b

ond.

Sec

ond

and

Third

bid

ders

che

ck w

ill b

e he

ld u

ntil

cont

ract

is

sig

ned

with

low

bid

der.

•Va

lid P

ower

of A

ttor

ney

for

Sure

ty A

gent

•

A pr

oper

ly fi

lled

out

Bid

Form

•

Allo

wan

ces

are

iden

tifie

d on

the

bid

form

and

the

y ar

e to

be in

clud

ed in

the

bas

e bi

d am

ount

•

Uni

t Pric

es a

re in

clud

ed o

n th

e bi

d fo

rm a

nd a

re t

o be

ext

ende

d ou

t an

d in

clud

ed in

the

bas

e bi

d am

ount

•

Whe

n su

bmitt

ing

a co

mbi

ned

bid

it is

und

erst

ood

that

the

allo

wan

ces

and

unit

pric

es in

clud

ed u

nder

the

indi

vidu

al b

id it

ems,

tha

t ar

e in

clud

ed in

the

co

mbi

natio

n bi

d, a

re in

clud

ed.

OSU South High Rises Renovation and Addition Project, Phase 3, BP #8

Back DO Not Fill IN @ 100%


Back Allowances & Unit Prices listed in individual packages understood to be included in bid proposal of combined bids

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Bid

ding

Inf

orm

atio

n/A

dmin

istr

ativ

e P

roce

dure

s

•R

equi

red

Subm

itta

ls w

ith

Bid

:

Bi

d En

velo

pe E

nclo

sure

s (C

ontin

ued)

:

-

Bidd

ers

are

enco

urag

ed t

o Su

bmit

the

Bidd

er’s

Qua

lific

atio

ns

with

the

ir bi

d. T

his

will

exp

edite

eva

luat

ion

of y

our

bid

for

awar

d. I

f

not

sub

mitt

ed it

will

be

requ

ired

to b

e su

bmitt

ed w

ithin

72

hour

s of

n

otifi

catio

n (I

.B. 2

.10.

3).

-

Bidd

ers

are

enco

urag

ed t

o su

bmit

with

the

ir bi

d th

e EE

O C

ertif

icat

e o

f Co

mpl

ianc

e &

Cur

rent

Wor

kers

Com

pens

atio

n C

ertif

icat

e

- Bi

dder

s ar

e re

quire

d to

indi

cate

the

ir co

mm

itmen

t to

p

artic

ipat

e in

the

ED

GE

Busi

ness

Ass

ista

nce

Prog

ram

– G

oal

5%

. -

Bidd

ers

are

requ

ired

to b

e en

rolle

d an

d to

be

in g

ood

sta

ndin

g in

, prio

r to

sub

mitt

ing

a bi

d, D

rug

Free

Wor

k Pl

ace

Pro

gram

(D

FSP,

Ohi

o BW

C). R

equi

rem

ent

incl

usiv

e of

S

ubco

ntra

ctor

s.

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Bid

ding

Inf

orm

atio

n/A

dmin

istr

ativ

e P

roce

dure

s

•B

id D

eliv

ery

:

-

If b

ids

are

not

hand

del

iver

ed, p

leas

e do

not

util

ize

US

Post

al

Se

rvic

e, o

r ov

erni

ght

deliv

ery

as it

is n

ot d

eliv

ered

to

the

requ

ired

ro

om.

- Al

tern

ativ

e su

gges

ted

deliv

ery

met

hods

: Fe

d Ex

, UPS

, Airb

orne

, etc

.

-

Park

ing

avai

labl

e in

Tut

tle P

arki

ng G

arag

e

•C

hang

es in

Bid

Am

ount

:

-

Any

chan

ge t

o a

prev

ious

ly s

ubm

itted

bid

sha

ll be

mad

e in

writ

ing

an

d m

ust

be r

ecei

ved

by t

he U

nive

rsity

bef

ore

the

time

sche

dule

d

for

the

bid

open

ing.

-

Chan

ges

shal

l not

rev

eal t

he b

id a

mou

nt,

but

shal

l pro

vide

an

am

ount

to

be a

dded

or

subt

ract

ed f

rom

the

bid

am

ount

, so

tha

t

the

final

bid

am

ount

can

be

dete

rmin

ed o

nly

afte

r th

e se

aled

enve

lope

is o

pene

d.

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Bid

ding

Inf

orm

atio

n/A

dmin

istr

ativ

e P

roce

dure

s

•Ta

x Ex

empt

– T

he p

roje

ct is

tax

exe

mpt

. Ref

er t

o Ar

ticle

1.5

of

the

Gen

eral

Co

nditi

ons

of t

he C

ontr

act

Doc

umen

ts.

•In

sura

nce

Req

uire

men

ts

•P

roje

ct I

nsur

ance

Req

uire

men

ts –

Bid

der’s

att

entio

n is

dire

cted

to

war

ds A

rtic

le 1

1 of

the

Gen

eral

Con

ditio

ns o

f th

e bi

d do

cum

ents

for

sp

ecifi

c in

sura

nce

requ

irem

ents

.

•B

uild

ers

Ris

k –

A Bu

ilder

s Ri

sk P

olic

y w

ill b

e pr

ovid

ed f

or b

y th

e Co

nstr

uctio

n M

anag

er. C

ontr

acto

rs m

akin

g cl

aim

are

res

pons

ible

for

de

duct

ible

. Ref

eren

ce S

ectio

n 01

12

13 fo

r fu

rthe

r cl

arifi

catio

n.

•G

ener

al L

iabi

lity/

Aut

omot

ive

Insu

ranc

e

•P

ropo

sed

Equa

ls/P

rodu

ct A

ppro

vals

– b

idde

r is

to

refe

r to

Ins

truc

tion

to B

idde

rs 2

.5 fo

r re

quire

men

ts f

or a

pro

duct

to

be d

eter

min

ed a

s an

ap

prov

ed e

qual

.

•P

roje

ct C

olla

bora

tion

/Ele

ctro

nic

Req

uire

men

ts –

pro

ject

req

uire

s co

ntra

ctor

inte

rfac

e w

ith P

rolo

g an

d Sm

oot

Cons

truc

tion

FTP

Site

. The

re a

re

asso

ciat

ed c

harg

es t

hat

each

Con

trac

t ne

eds

to in

clud

e in

bid

- $

1100

.00


Agenda – Bidding Information/Administrative Procedures


Agenda – Bidding Information/Administrative Procedures

Back

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Bid

ding

Inf

orm

atio

n/P

roce

dure

s

•C

ondi

tion

s P

rece

dent

of

Exec

utio

n of

Con

trac

t W

ith

in T

hre

e D

ays

of N

OI

•Bi

d Es

crow

Inf

orm

atio

n -

If $

Am

ount

>=

$2M

(Co

ntra

cts

304,

306,

307,

309,

310,

313,

315,

316,

320

& 3

21)

Wit

hin

Ten

Day

s of

NO

I (W

ante

d du

rin

g P

ost

Bid

Sco

pe R

evie

w)

•Co

ntra

ct B

ond

I.B.

6.1

.2

•Su

rety

Cer

tific

ate

of C

ompl

ianc

e (I

f Ap

plic

able

), I

.B. 6

.1.2

•O

hio’

s W

orke

rs C

ompe

nsat

ion

Cert

ifica

te I

.B. 6

.1.3

•EE

O C

ertif

icat

e of

Com

plia

nce,

I.B

. 6.1

.4

•Ce

rtifi

cate

of

Goo

d St

andi

ng,

I.B.

6.1

.6

•Ce

rtifi

cate

of

Insu

ranc

e, I

.B. 6

.1.5

•Va

lid C

ontr

acto

r Li

cens

e fr

om O

BC, I

.B. 6

.1.8

•D

FSP

Part

icip

atio

n, I

.B. 6

.1.9

•N

otic

e of

Unr

esol

ved

Find

ings

, I.B

. 6.1

.11

•ED

GE

Prog

ram

, I.B

. 6.1

.12

•D

ecla

ratio

n Re

gard

ing

Mat

eria

l Ass

ista

nce,

I.B

. 6.1

.13

(with

in 7

2 ho

urs

of N

otifi

catio

n)

•Re

gist

ered

App

rent

ices

6.1

.14

whe

n av

aila

ble

but

no le

ss t

han

72 h

ours

form

req

uest

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Pro

ject

Spe

cial

Not

es

•

LEE

D –

Lea

ders

hip

in E

nerg

y an

d En

viro

nmen

tal D

esig

n

•

The

Sout

h H

igh

Rise

s Re

nova

tion

and

Addi

tion

Proj

ect

is s

eeki

ng a

cert

ifica

tion

in t

he L

eade

rshi

p in

Ene

rgy

and

Envi

ronm

enta

l Des

ign

initi

ativ

e.

Sp

ecifi

c Le

vel b

eing

sou

ght

is “

Silv

er”.

As s

uch

Bidd

ers

shal

l be

awar

e of

the

adm

inis

trat

ive

impa

cts

and

cons

truc

tion

impa

cts

it ha

s up

on t

heir

wor

k

whe

n de

velo

ping

the

ir bi

d. B

idde

rs s

hall

refe

renc

e Se

ctio

n 01

81

13 fo

r

furt

her

info

rmat

ion.

•

Haz

ardo

us M

ater

ial

•

Insu

latio

n, v

inyl

tile

, vin

yl t

ile m

astic

and

insu

latio

n w

ithin

the

build

ings

hav

e te

sted

pos

itive

for

ACM

. Ad

ditio

nally

lead

bas

ed p

aint

exi

st in

the

stru

ctur

es.

The

Cont

ract

or s

hall

be r

espo

nsib

le t

o fo

llow

OSH

A gu

idel

ines

as it

rel

ates

to

all w

ork.

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Pro

ject

Est

imat

es

•Ph

ase

3, B

id P

acka

ge 8

Sm

ith-S

teeb

and

Sie

bert

Hal

l Ren

ovat

ion

and

Addi

tion

Wor

k B

id P

acka

ge E

stim

ates

: •

Cont

ract

301

Con

cret

e W

ork

(Sm

ith-S

teeb

& S

iebe

rt)

- $

1,53

5,59

4.00

•

Cont

ract

302

Arc

hite

ctur

al P

reca

st W

ork

(Sm

ith-S

teeb

) -

$ 1,

569,

666.

00

•Co

ntra

ct 3

03 M

ason

ry a

nd M

ason

ry R

esto

ratio

n W

ork

(Sm

ith-S

teeb

&Si

eber

t) -

$ 1,

288,

366.

00

•Co

ntra

ct 3

04 S

truc

tura

l Ste

el a

nd P

reca

st W

ork

(Sm

ith-S

teeb

) -

$ 2,

161,

066.

00

•Co

ntra

ct 3

05 M

isce

llane

ous

Met

al W

ork

(Sm

ith-S

teeb

& S

iebe

rt)

- $

716,

349.

00

•Co

ntra

ct 3

06 C

arpe

ntry

& M

illw

ork

Wor

k (S

mith

-Ste

eb &

Sie

bert

) -

$ 3,

019,

568.

00

•Co

ntra

ct 3

07 G

ener

al T

rade

s W

ork

(Sm

ith-S

teeb

) -

$ 4,

160,

121.

00

•Co

ntra

ct 3

08 R

oofin

g &

Met

al S

idin

g W

ork

(Sm

ith-S

teeb

& S

iebe

rt)

-

$ 84

3,06

4.00

•

Cont

ract

309

Cur

tain

wal

l, Co

mpo

site

Pan

el, G

lass

& G

lazi

ng W

ork

(Sm

ith-S

teeb

&

Sieb

ert)

- $

2,6

71,0

70.0

0 •

Cont

ract

310

Dry

wal

l/Aco

ustic

al a

nd P

aint

ing

Wor

k (S

mith

-Ste

eb &

Sie

bert

) -

$

5,26

2,66

2.00

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Pro

ject

Est

imat

es

•Ph

ase

3, B

id P

acka

ge 8

Sm

ith-S

teeb

and

Sie

bert

Hal

l Ren

ovat

ion

and

Addi

tion

Wor

k –

cont

inue

d.

Bid

Pac

kage

Est

imat

es:

•Co

ntra

ct 3

11 C

eram

ic T

ile, T

erra

zzo,

Vin

yl &

Woo

d Fl

oorin

g W

ork

(Sm

ith-S

teeb

&

Sieb

ert)

- $

1,6

54,4

50.0

0 •

Cont

ract

312

Spe

cial

ty T

rade

Wor

k (S

mith

-Ste

eb &

Sie

bert

) -

$ 95

5,86

6.00

•

Cont

ract

313

Plu

mbi

ng W

ork

(Sm

ith-S

teeb

) -

$ 3,

073,

147.

00

•Co

ntra

ct 3

14 F

ire P

rote

ctio

n W

ork

(Sm

ith-S

teeb

) -

$ 72

2,86

7.00

•

Cont

ract

315

HVA

C W

ork

(Sm

ith-S

teeb

) -

$ 10

,566

,823

.00

•Co

ntra

ct 3

16 E

lect

rical

Wor

k (S

mith

-Ste

eb)-

$ 7

,056

,325

.00

•Co

ntra

ct 3

17 G

ener

al T

rade

s W

ork

(Sie

bert

) -

$ 1,

397,

923.

00

•Co

ntra

ct 3

18 P

lum

bing

Wor

k (S

iebe

rt)

- $

950,

062.

00

•Co

ntra

ct 3

19 F

ire P

rote

ctio

n W

ork

(Sie

bert

) -

$ 22

5,59

9.00

•

Cont

ract

320

HVA

C W

ork

(Sie

bert

) -

$ 3,

229,

963.

00

•Co

ntra

ct 3

21 E

lect

rical

Wor

k (S

iebe

rt)

- $

2,30

2,62

0.00

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Site

Log

isti

cs

•C

ampu

s En

viro

nmen

t

• C

ontr

acto

rs a

re t

o be

aw

are

of c

urre

nt p

roje

cts

on g

oing

and

are

to

ant

icip

ate

cons

truc

tion

on g

oing

aro

und

the

site

for

the

dur

atio

n of

th

is

Phas

e of

Con

stru

ctio

n.

•P

roje

ct W

ork

Hou

rs

•BP

#8

is g

ener

ally

und

er s

tand

ard

wor

k ho

urs

unle

ss n

oise

att

ribut

ing

wor

k is

bei

ng d

one

outs

ide

with

adj

acen

cies

to

occu

pied

str

uctu

res.

Po

rtio

ns o

f w

ork

are

rest

rictiv

e to

spe

cific

hou

rs f

or n

oise

con

trib

utin

g w

ork.

Bid

ders

sho

uld

acqu

aint

the

mse

lves

to

wor

k ho

ur r

estr

ictio

ns

as id

entif

ied

in S

ectio

n 01

12

13, 2

.01

Sum

mar

y of

Con

trac

ts.

Wor

k ho

urs

are

also

fur

ther

def

ined

by

the

bid

defa

ult

sche

dule

as

it pe

rtai

ns t

o ex

tend

ed w

ork

shift

s as

wel

l as

seco

nd s

hift

.

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Site

Log

isti

cs

•P

arki

ng/D

eliv

erie

s/Si

te L

ay d

own

•

Bidd

ers

are

to r

efer

to

Cont

ract

Doc

umen

ts –

Par

king

is

avai

labl

e on

Wes

t Ca

mpu

s. E

mpl

oyee

s m

ust

purc

hase

the

appr

opria

te p

ass

from

OSU

Tra

ffic

& P

arki

ng. T

he

Uni

vers

ity B

us S

ervi

ces

may

be

utili

zed

as in

dica

ted.

Con

trac

tor

empl

oyee

par

king

in O

SU G

arag

es is

pro

hibi

ted

by O

SU. S

outh

Cam

pus

G

atew

ay G

arag

e ha

s of

fere

d pa

rkin

g in

the

pas

t. B

idde

r sh

all c

onta

ct

Pa

rkin

g So

lutio

ns f

or p

arki

ng a

vaila

bilit

y.

•

On

site

par

king

will

onl

y be

allo

wed

with

prio

r au

thor

izat

ion

from

th

e Co

nstr

uctio

n M

anag

er. T

hose

tha

t re

ceiv

e

auth

oriz

atio

n w

ill b

e re

quire

d to

hav

e an

OSU

Tra

ffic

& P

arki

ng

Pa

ss (

CVA)

as

wel

l as

the

appr

opria

te v

ehic

le id

entif

icat

ion

perm

it

syst

em is

sued

from

the

Con

stru

ctio

n M

anag

er.

•

Del

iver

ies

– al

l del

iver

ies

are

to b

e sc

hedu

led

with

the

Cons

truc

tion

Man

ager

. Del

iver

ies

are

to a

rriv

e of

f of

Ele

vent

h Av

enue

onto

site

.

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Site

Log

isti

cs

•P

arki

ng/D

eliv

erie

s/Si

te L

ay d

own

•

Site

Lay

Dow

n

-

Lay

dow

n re

stric

tions

will

be

enfo

rced

. Si

te la

y do

wn

will

be

limite

d.

Stor

age

or T

ool T

raile

rs m

ay b

e pe

rmitt

ed w

ith a

ppro

val.

Rem

obili

zatio

n of

tra

ilers

sha

ll be

ant

icip

ated

and

per

form

ed u

pon

re

ques

t of

CM

.

-

Cont

ract

307

/317

will

be

resp

onsi

ble

for

was

te c

onta

iner

rem

oval

for

w

ork

affil

iate

d w

ith t

his

bid

pack

age.

Was

te r

emov

al s

hall

be

perf

orm

ed in

acc

orda

nce

with

LEE

D r

equi

rem

ents

.

-

An e

xist

ing

unde

rgro

und

Util

ity T

unne

l exi

sts

to t

he N

orth

of

th

e Re

side

nce

Hal

ls.

All m

ater

ial,

equi

pmen

t sh

all a

void

thi

s ar

ea.

Prot

ectio

n sh

all b

e pr

ovid

ed,

if re

quire

d, t

o pe

rfor

m t

he w

ork

of t

his

bid

pack

age

by t

he c

ontr

act

requ

iring

.

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Con

trac

tor

Trai

ler

Are

a Re

ntal

to

be a

ssum

ed b

y Co

ntra

ct 3

07

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Site

Log

isti

cs

•Tr

ee P

rote

ctio

n

•

The

Uni

vers

ity is

ver

y co

ncer

ned

abou

t th

e pr

eser

vatio

n of

tree

s. A

ll Co

ntra

ctor

s ar

e to

tak

e ex

trem

e ca

utio

n ar

ound

the

ex

istin

g tr

ees.

Tre

e pr

eser

vatio

n is

the

res

pons

ibili

ty o

f ea

ch C

ontr

act

unde

r th

is B

id P

acka

ge.

•C

ontr

acto

r Fi

eld

Off

ice

•Co

ntra

ctor

Fie

ld O

ffice

s ar

e pr

ovid

ed f

or in

thi

s Bi

d Pa

ckag

e.

Cont

ract

ors

will

onl

y al

low

ed t

o ut

ilize

offi

ces

whi

le t

hey

have

wor

k. N

ot

all c

ontr

acts

will

be

affo

rded

offi

ce s

pace

. Ref

eren

ce S

ectio

n 01

50

00

for

requ

irem

ents

.

•B

uild

ing/

Tun

nel A

cces

s

•

Tunn

el A

cces

s ha

s be

en r

estr

icte

d fr

om b

oth

the

Site

as

wel

l as

from

surr

ound

ing

Cam

pus

acce

ss p

oint

s. O

nly

thos

e w

ith a

utho

rizat

ion

will

be a

llow

ed t

o ac

cess

.

•

Build

ing

acce

ss w

ill o

nly

be g

rant

ed t

o th

ose

with

pro

per

cont

ract

or

Bu

ck I

d ca

rds

and

appr

opria

te a

cces

s pl

an. A

cces

s pl

an is

dev

elop

ed b

y

CM. C

ards

can

be

obta

ined

at

a fe

e as

stip

ulat

ed in

Sec

tion

01 5

0 00

.

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Traf

fic

Flow

/Del

iver

ies

– W

hile

BP

#9

wor

k is

und

erw

ay

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Traf

fic

Flow

/Del

iver

ies

– W

hile

BP

#9

wor

k is

not

und

erw

ay

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Age

nda

– Si

te L

ogis

tics

Exis

tin

g U

tilit

y Tu

nn

el

Tun

nel

an

d P

laza

Dec

k Lo

ad

Lim

itat

ion

s lis

ted

in S

ecti

on

01 5

0 00

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Site

Log

isti

cs –

Com

men

cem

ent

of B

P 7

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Site

Log

isti

cs –

Nea

r C

ompl

etio

n of

BP

7, C

omm

ence

men

t of

BP

8

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Not

able

BP

# 2

Wor

k It

ems

•H

azar

dous

Was

te R

emov

als

and

Sele

ctiv

e D

emol

ition

to

occu

r ov

er a

thr

ee S

umm

ers

com

men

cing

with

the

Sum

mer

of

2010

an

d co

ntin

uing

thr

ough

the

Sum

mer

of

2012

.

•20

12 –

Sm

ith, S

teeb

and

Sie

bert

rem

aind

er o

f ab

atem

ent

wor

k.

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

BP

#4

Not

able

Wor

k It

ems

Cont

ract

108

& 1

10 W

ork

Cont

ract

109

& 1

10 W

ork

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

BP

#4

Not

able

Wor

k It

ems

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

BP

8 K

ey E

lem

ents

-S

mit

h-S

teeb

Sit

e El

ectr

ic P

ower

Wor

k

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

BP

8 K

ey E

lem

ents

–S

ieb

ert

Elec

tric

Pow

er W

ork

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

BP

8 K

ey E

lem

ents

–S

ieb

ert

Elec

tric

Pow

er W

ork

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

BP

8 K

ey E

lem

ents

–S

mit

h-S

teeb

Pow

er S

wit

ch O

ver

DPN

/DPS

Pan

els

to b

e ba

ck fe

d w

ith g

ener

ator

po

wer

whi

le p

ower

sw

itch

over

is b

eing

m

ade.

DPS

/DPN

pan

els

will

be

utili

zed

for

pow

er

dist

ribut

ion

durin

g co

nstr

uctio

n.

Sieb

ert

sim

ilar

but

pane

l de

mar

catio

n is

DPE

&

DPW

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

BP

8 K

ey E

lem

ents

–S

mit

h-S

teeb

Pow

er S

wit

ch O

ver

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

BP

8 K

ey E

lem

ents

– S

mit

h-S

teeb

Eq

uip

men

t A

cces

s

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

BP

8 K

ey E

lem

ents

–S

ieb

ert

Equ

ipm

ent

Acc

ess

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

BP

8 K

ey E

lem

ents

-

• Sm

ith-S

teeb

: Ex

iste

nce

of R

ooft

op C

ellu

lar

Equi

pmen

t: A

T&T

and

Sprin

t •

Early

wor

k w

ith S

mith

-Ste

eb p

rior

to s

tude

nt m

ove

out

– su

bbas

emen

t

tem

pora

ry e

lect

rical

wor

k an

d co

nnec

tor

foun

datio

n w

ork.

•

Subm

ittal

s, fa

bric

atio

n an

d pr

ocur

emen

t of

mat

eria

ls t

o m

eet

proj

ect

sc

hedu

le a

nd im

med

iate

mob

iliza

tion

and

com

men

cem

ent

of w

ork

re

latin

g to

bid

def

ault

sche

dule

. Em

phas

is o

n st

ruct

ural

ste

el, s

truc

tura

l

prec

ast,

MEP

equ

ipm

ent/

gear

, et

c.

• D

evel

opm

ent

of t

empo

rary

ele

ctric

al p

ower

pla

n, s

hut

dow

ns, s

tart

up,

etc.

to

allo

w f

or c

onst

ruct

ion

wor

k an

d el

evat

or u

sage

to

be m

aint

aine

d

thro

ugho

ut.

• In

terf

ace

with

pre

viou

s an

d co

ncur

rent

bid

pac

kage

com

pone

nts

to

in

clud

e, b

ut n

ot li

mite

d to

, Asb

esto

s Ab

atem

ent,

Sm

ith-S

teeb

Ele

vato

r

wor

k as

par

t of

Con

trac

t 20

6, S

ite w

ork,

geo

ther

mal

wor

k an

d

Stre

etsc

ape

impr

ovem

ents

. •

Dra

wer

E w

ork

asso

ciat

ed w

ith S

iebe

rt (

321)

, Sm

ith-S

teeb

(31

6)

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Pro

ject

Sco

pe (

Des

crip

tion

is G

ener

al t

o Re

spon

sibi

litie

s)

Pha

se 3

Bid

Pac

kage

#9

Scop

es

Con

trac

t 30

1 C

oncr

ete

Wor

k (S

mit

h-S

teeb

& S

iebe

rt)

• A

llow

ance

s an

d U

nit

Pric

e W

ork

• A

ltern

ate

Wor

k •

Lim

ited

Sele

ctiv

e D

emol

ition

•

Exi

stin

g St

ruct

ure

Mod

ifica

tion

Wor

k –

Gen

eral

ly w

ork

asso

ciat

ed w

ith R

S se

ries

dra

win

gs

• E

xcav

atio

n an

d ba

ckfil

l ass

ocia

ted

with

wor

k sc

ope

• F

ound

atio

n In

sula

tion

• N

ew C

oncr

ete

Stru

ctur

e W

ork

• S

peci

al L

ayou

t Re

spon

sibi

litie

s –

Refe

renc

e Se

ctio

n 01

50

00

• G

rout

ing

of b

ase

plat

es a

nd d

ry p

acki

ng o

f ste

el b

eam

s.

• N

ew C

IP c

olor

con

cret

e st

airs

•

Ref

eren

ce S

cope

s fo

r ad

ditio

nal d

etai

l

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Pro

ject

Sco

pe (

Des

crip

tion

is G

ener

al t

o Re

spon

sibi

litie

s)

Pha

se 3

Bid

Pac

kage

#8

Scop

es

Con

trac

t 30

2 A

rch

itec

tura

l Pre

cast

Wor

k (S

mit

h-S

teeb

)

• R

evit

fabr

icat

ion

draw

ings

•

Gua

rant

ee o

f w

indo

w o

peni

ng s

izes

•

Ins

erts

for

atta

chm

ent c

onne

ctio

n of

oth

er w

ork

• B

ench

mar

k of

new

wor

k •

All

Stai

nles

s St

eel

& N

on S

tain

less

Ste

el c

onne

ctio

n ha

rdw

are,

em

beds

, etc

. •

Spr

ay fo

am in

sula

tion

at p

reca

st c

onne

ctio

ns

• S

ched

uled

ste

el c

ompo

nent

s w

heth

er r

equi

red

for

atta

chm

ent

of p

reca

st w

ork

or n

ot.

• A

rchi

tect

ural

pre

cast

at

new

Sm

ith-S

teeb

con

nect

or a

s w

ell a

s cl

addi

ng o

f ex

iting

wal

ls

a

t Sm

ith a

nd S

teeb

.

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Pro

ject

Sco

pe (

Des

crip

tion

is G

ener

al t

o Re

spon

sibi

litie

s)

Pha

se 3

Bid

Pac

kage

#8

Scop

es

Con

trac

t 30

3 M

ason

ry a

nd

Mas

onry

Res

tora

tion

Wor

k (S

mit

h-S

teeb

& S

iebe

rt)

• A

llow

ance

s an

d Al

tern

ate

Wor

k

• I

ndic

ated

sel

ectiv

e de

mol

ition

• G

rani

te, L

imes

tone

and

Mas

onry

wor

k bo

th n

ew a

nd r

esto

ratio

n w

ork.

• S

ched

uled

sea

lant

wor

k.

• S

alva

ged

item

rei

nsta

llatio

n

• G

rani

te S

tair

Trea

ds a

nd L

andi

ngs

• M

ason

ry w

ork

at H

ale

Util

ity T

unne

l

• M

aint

enan

ce o

f dec

orat

ive

met

al a

t Si

eber

t/El

sew

here

per

Sec

tion

05 0

1 70

.

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Pro

ject

Sco

pe (

Des

crip

tion

is G

ener

al t

o Re

spon

sibi

litie

s)

Pha

se 3

Bid

Pac

kage

#8

Scop

es

Con

trac

t 30

4 St

ruct

ura

l Ste

el a

nd

Pre

cast

Wor

k (S

mit

h-S

teeb

)

• A

llow

ance

s •

Fab

ricat

ion

draw

ings

in R

evit

• S

elec

tive

dem

oliti

on fo

r be

am s

eat

conn

ectio

ns

• S

truc

tura

l Ste

el a

nd S

truc

tura

l Pre

cast

wor

k.

• C

erta

in c

ompo

nent

s fu

rnis

hed

to o

ther

s fo

r in

stal

latio

n •

Per

imet

er p

our

stop

tig

ht t

oler

ance

s.

• P

erim

eter

saf

ety

prot

ectio

n.

• T

empo

rary

sca

ffold

tow

er.

• L

eave

out

and

re

mob

iliza

tion

wor

k.

• E

rect

ion

com

men

cem

ent i

mm

edia

tely

upo

n st

uden

t mov

e ou

t

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Pro

ject

Sco

pe (

Des

crip

tion

is G

ener

al t

o Re

spon

sibi

litie

s)

Pha

se 3

Bid

Pac

kage

#8

Scop

es

Con

trac

t 30

5 M

isce

llan

eou

s M

etal

Wor

k (S

mit

h-S

teeb

& S

iebe

rt)

•

Allo

wan

ces.

•

Alte

rnat

e.

• F

abric

atio

n dr

awin

gs in

Rev

it.

• C

erta

in s

elec

tive

dem

oliti

on.

• M

isce

llane

ous

met

al w

ork

in g

ener

al.

• H

ale

Util

ity T

unne

l sch

edul

ed w

ork.

•

Sta

irwel

l res

tora

tion

wor

k.

• N

ew s

tair

wor

k.

• M

ason

ry w

all l

ater

al r

estr

aint

ang

les.

•

Exi

stin

g St

ruct

ure

supp

ort

stee

l – R

S se

ries

draw

ings

. •

Roo

f lev

el g

uard

rail

syst

em.

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Pro

ject

Sco

pe (

Des

crip

tion

is G

ener

al t

o Re

spon

sibi

litie

s)

Pha

se 3

Bid

Pac

kage

#8

Scop

es

Con

trac

t 30

6 C

arpe

ntr

y an

d M

illw

ork

Wor

k (S

mit

h-S

teeb

& S

iebe

rt)

• C

erta

in S

elec

tive

Dem

oliti

on it

ems

as s

ched

uled

. •

War

drob

e un

its, S

olid

Sur

face

Sill

s an

d Sh

elvi

ng in

res

iden

t ro

oms.

•

Sol

id S

urfa

ce b

athr

oom

sho

wer

rec

epto

rs a

nd w

all p

anel

s, c

ount

ers

and

win

dow

sill

s.

• I

nclu

de M

ain

Des

k w

ork

incl

udin

g, b

ut n

ot li

mite

d to

, slid

ing

grill

e, s

olid

sur

face

mat

eria

l, tr

ansl

ucen

t acr

ylic

, mis

cella

neou

s m

etal

sup

port

s, e

tc.

• I

nclu

de c

usto

m c

asew

ork

and

arch

itect

ural

cas

ewor

k.

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Pro

ject

Sco

pe (

Des

crip

tion

is G

ener

al t

o Re

spon

sibi

litie

s)

Pha

se 3

Bid

Pac

kage

#8

Scop

es

Con

trac

t 30

7 G

ener

al T

rade

s W

ork

(Sm

ith

-Ste

eb)

• A

llow

ance

s •

Cons

truc

tion

Faci

litie

s an

d Te

mpo

rary

Con

trol

s –

Dum

pste

rs, T

rash

Chu

tes,

Tem

pora

ry

Part

ition

s an

d D

oors

, Tra

iler

rent

als,

Sec

urity

, Tem

pora

ry T

oile

ts, S

elf C

limbi

ng S

caffo

ld

inst

alla

tion

and

rent

al, e

tc.

• P

redo

min

ant

Sele

ctiv

e D

emol

ition

and

rem

oval

s as

sch

edul

ed.

• G

FRC

wal

l pan

els.

•

Wat

erpr

oofin

g.

• D

ecor

ativ

e ra

iling

s.

• F

irepr

oofin

g.

• S

eala

nts.

•

Exp

ansi

on J

oint

s in

Flo

or.

• H

M D

oors

, Fra

mes

and

Har

dwar

e.

• I

nter

ior

arch

itect

ural

gril

les.

•

Sig

nage

(lim

ited)

. •

Fin

al C

lean

ing.

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Pro

ject

Sco

pe (

Des

crip

tion

is G

ener

al t

o Re

spon

sibi

litie

s)

Pha

se 3

Bid

Pac

kage

#8

Scop

es

Con

trac

t 30

8 R

oofi

ng

& M

etal

Sid

ing

Wor

k (S

mit

h-S

teeb

& S

iebe

rt)

• S

ched

uled

Sel

ectiv

e D

emol

ition

•

New

roo

f ass

embl

ies

as r

equi

red.

•

Set

ting

of r

oof c

urbs

to

be p

rovi

ded

by o

ther

s.

• T

empo

rary

pat

chin

g of

new

pen

etra

tions

into

exi

stin

g ro

ofs

prio

r to

new

roo

f wor

k.

• M

etal

Sid

ing

wor

k.

• A

ll Ex

terio

r Ex

pans

ion

Join

ts

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Pro

ject

Sco

pe (

Des

crip

tion

is G

ener

al t

o Re

spon

sibi

litie

s)

Pha

se 3

Bid

Pac

kage

#8

Scop

es

Con

trac

t 30

9 C

urt

ain

wal

l, C

ompo

site

Pan

el, G

lass

& G

lazi

ng

Wor

k (S

mit

h-S

teeb

&

Sie

bert

) •

Con

stru

ctio

n Fa

cilit

ies

and

Tem

pora

ry C

ontr

ols

• C

erta

in S

elec

tive

Dem

oliti

on I

tem

s.

• B

ench

mar

k of

Ext

erio

r w

all s

yste

m a

t co

nnec

tor.

• C

urta

inw

all,

Alum

inum

Win

dow

, Met

al P

anni

ng, C

ompo

site

Pan

el a

nd A

rchi

tect

ural

L

ouve

r w

ork.

•

Sel

ect

spra

y fo

am w

ork.

•

Exi

stin

g Ex

terio

r St

rip W

indo

w/C

urta

inw

all w

ork.

•

Int

erio

r G

lass

and

unf

ram

ed m

irror

wor

k.

• S

eala

nt W

ork.

•

Alu

min

um L

ette

ring.

•

Win

dow

/Cur

tain

wal

l Tes

ting.

•

Fin

al C

lean

ing

and

Prot

ectio

n Re

quire

men

ts.

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Pro

ject

Sco

pe (

Des

crip

tion

is G

ener

al t

o Re

spon

sibi

litie

s)

Pha

se 3

Bid

Pac

kage

#8

Scop

es

Con

trac

t 31

0 D

ryw

all/

Aco

ust

ical

an

d P

ain

tin

g W

ork

(Sm

ith

-Ste

eb &

Sie

bert

) •

Allo

wan

ces.

•

Cer

tain

Sel

ectiv

e D

emol

ition

Ite

ms.

•

CFM

F w

ork.

•

Cav

ity W

all I

nsul

atio

n.

• G

ypsu

m S

yste

ms

– In

terio

r an

d Ex

terio

r. •

Air

Barr

ier

Wor

k.

• D

ryw

all,

Acou

stic

al a

nd F

irest

oppi

ng W

ork.

•

Acc

ess

Doo

rs.

• A

ll in

terio

r w

all b

lock

ing

and

exte

rior

wal

l blo

ckin

g co

nstr

uctio

n.

• W

all p

atch

ing,

Pla

ster

pat

chin

g an

d St

ucco

pat

chin

g.

• V

inyl

Wal

l Cov

erin

g, T

acka

ble

Surf

aces

, Aco

ustic

al C

ompo

nent

s.

• W

all a

nd C

eilin

g Ex

pans

ion

Join

ts.

• I

nter

ior/

Exte

rior

Pain

ting

& S

eala

nt w

ork.

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Pro

ject

Sco

pe (

Des

crip

tion

is G

ener

al t

o Re

spon

sibi

litie

s)

Pha

se 3

Bid

Pac

kage

#8

Scop

es

Con

trac

t 31

1 C

eram

ic T

ile, T

erra

zzo,

Vin

yl &

Woo

d Fl

oori

ng

Wor

k (S

mit

h-S

teeb

&

Sie

bert

) •

Allo

wan

ces

• C

eram

ic T

ile W

ork

• T

erra

zzo

Wor

k •

Vin

yl F

loor

ing

wor

k (F

loor

ing

furn

ishe

d by

Ow

ner)

Vin

yl B

ase

F&I

by C

ontr

act

311

• W

ood

Floo

ring

Wor

k. W

ood

Base

by

Cont

ract

306

•

Flo

or F

ill b

ase

bid

and

allo

wan

ce w

ork.

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Pro

ject

Sco

pe (

Des

crip

tion

is G

ener

al t

o Re

spon

sibi

litie

s)

Pha

se 3

Bid

Pac

kage

#8

Scop

es

Con

trac

t 31

2 Sp

ecia

lty

Trad

es W

ork

(Sm

ith

-Ste

eb &

Sie

bert

) •

Incl

udes

wal

l pro

tect

ion

• I

nclu

de t

oile

t acc

esso

ry in

stal

latio

n. C

erta

in a

cces

sorie

s ar

e to

be

furn

ishe

d by

the

U

nive

rsity

for

inst

alla

tion

by t

his

Cont

ract

. •

Inc

lude

s m

etal

lock

ers

and

mai

l box

es

• I

nclu

de fa

ll pr

otec

tion.

•

Inc

lude

s re

side

ntia

l app

lianc

es.

• I

nclu

des

rolle

r w

indo

w s

hade

s.

• I

nclu

des

inte

rior

bike

rac

ks.

• I

nclu

de p

roje

ctio

n sc

reen

. •

Fire

Con

trol

Pla

n Ra

cks.

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Pro

ject

Sco

pe (

Des

crip

tion

is G

ener

al t

o Re

spon

sibi

litie

s)

Pha

se 3

Bid

Pac

kage

#8

Scop

es

Con

trac

t 31

3 P

lum

bin

g W

ork

(Sm

ith

-Ste

eb)

• C

oord

inat

ion

draw

ings

per

form

ed in

REV

IT

• C

onst

ruct

ion

Faci

litie

s an

d Te

mpo

rary

Con

trol

s •

Ins

talla

tion

and

mai

nten

ance

of

tem

pora

ry w

ater

ris

er.

• S

ched

uled

Sel

ectiv

e D

emol

ition

•

Ass

ocia

ted

wor

k in

Util

ity T

unne

l •

New

Sch

edul

ed P

lum

bing

wor

k •

Exp

edite

d Pr

ocur

emen

t of

Equ

ipm

ent.

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Pro

ject

Sco

pe (

Des

crip

tion

is G

ener

al t

o Re

spon

sibi

litie

s)

Pha

se 3

Bid

Pac

kage

#8

Scop

es

Con

trac

t 31

4 Fi

re P

rote

ctio

n W

ork

(Sm

ith

-Ste

eb)

• C

oord

inat

ion

draw

ings

in R

evit

• C

onst

ruct

ion

Faci

litie

s an

d Te

mpo

rary

Con

trol

s –

Fire

Sta

nd P

ipe

• S

ched

uled

Sel

ectiv

e D

emol

ition

•

Fire

Pro

tect

ion

wor

k

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Pro

ject

Sco

pe (

Des

crip

tion

is G

ener

al t

o Re

spon

sibi

litie

s)

Pha

se 3

Bid

Pac

kage

#8

Scop

es

Con

trac

t 31

5 H

VA

C W

ork

(Sm

ith

-Ste

eb)

• A

llow

ance

s •

Alte

rnat

e •

Lea

d M

EP c

oord

inat

ion

effo

rt. C

oord

inat

ion

draw

ings

to

be p

erfo

rmed

in R

evit.

•

DD

C w

ork

affil

iate

with

Sm

ith-S

teeb

& S

iebe

rt

• S

ched

uled

Sel

ectiv

e D

emol

ition

•

All

new

HVA

C w

ork.

Exp

edite

d Eq

uipm

ent D

eliv

ery.

Coo

rdin

atio

n of

inst

alla

tion

with

tha

t o

f Con

trac

t 30

1.

• M

echa

nica

l lou

vers

den

oted

on

H-S

erie

s dr

awin

gs, i

nclu

sive

of

inst

alla

tion.

Ref

eren

ce

arc

hite

ctur

al d

etai

ls.

• M

isce

llane

ous

met

al s

uppo

rts

of r

oof t

op d

uctw

ork

as w

ell a

s ch

ase

riser

s.

• G

ener

ator

Exh

aust

wor

k.

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Pro

ject

Sco

pe (

Des

crip

tion

is G

ener

al t

o Re

spon

sibi

litie

s)

Pha

se 3

Bid

Pac

kage

#8

Scop

es

Con

trac

t 31

6 El

ectr

ical

Wor

k (S

mit

h-S

teeb

) •

Allo

wan

ces.

•

Coo

rdin

atio

n D

ocum

ents

in R

evit.

•

Con

stru

ctio

n Fa

cilit

ies

and

Tem

pora

ry C

ontr

ols.

•

Dec

omm

issi

onin

g of

Tra

iler

Com

poun

d.

• T

empo

rary

Pow

er &

Lig

htin

g.

• S

ite L

ight

ing

and

Dra

wer

E e

lect

rical

wor

k at

Sm

ith-S

teeb

. Wor

k in

clud

es t

hat

of 9

th

Ave

nue

for

City

ligh

ting

circ

uit

rero

utin

g.

• S

ched

uled

Sel

ectiv

e D

emol

ition

. •

Ear

ly w

ork

in s

ubba

sem

ent o

f Sm

ith-S

teeb

. •

All

new

sch

edul

ed e

lect

rical

, Fire

Ala

rm, D

ata

and

Com

mun

icat

ion

wor

k..

• O

wne

r fu

rnis

hed

mat

eria

l ins

talla

tion.

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Pro

ject

Sco

pe (

Des

crip

tion

is G

ener

al t

o Re

spon

sibi

litie

s)

Pha

se 3

Bid

Pac

kage

#8

Scop

es

Con

trac

t 31

7 G

ener

al T

rade

s W

ork

(Sie

bert

) •

Allo

wan

ces

• A

ltern

ates

•

Con

stru

ctio

n Fa

cilit

ies

and

Tem

pora

ry C

ontr

ols

–Bui

ldin

g Se

curit

y, T

rash

Chu

te,

Dum

pste

rs, T

empo

rary

Toi

lets

, Pro

tect

ion

of e

xist

ing

entr

ies,

etc

. •

Sel

ectiv

e D

emol

ition

incl

udin

g sa

lvag

ed it

ems

to b

e tu

rned

ove

r to

oth

ers.

•

Sch

edul

ed E

leva

tor

wor

k.

• W

ater

proo

fing

wor

k.

• F

irepr

oofin

g w

ork.

•

HM

Doo

rs, F

ram

es a

nd H

ardw

are,

Int

erio

r G

rille

s, E

xter

ior

Scre

en W

all,

Sele

ct I

nter

ior

Sign

age,

Bui

ldin

g Si

gn a

t M

orris

on, e

tc.

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Pro

ject

Sco

pe (

Des

crip

tion

is G

ener

al t

o Re

spon

sibi

litie

s)

Pha

se 3

Bid

Pac

kage

#8

Scop

es

Con

trac

t 31

8 P

lum

bin

g W

ork

(Sie

bert

) •

Coor

dina

tion

Doc

umen

ts in

Rev

it •

Con

stru

ctio

n Fa

cilit

ies

and

Tem

pora

ry C

ontr

ols

• S

elec

tive

Dem

oliti

on.

• A

ll ne

w b

uild

ing

plum

bing

wor

k, S

ched

uled

Util

ity T

unne

l wor

k –r

efer

ence

wor

k at

Hal

e

Hal

l. •

Gen

erat

or V

ent

wor

k.

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Pro

ject

Sco

pe (

Des

crip

tion

is G

ener

al t

o Re

spon

sibi

litie

s)

Pha

se 3

Bid

Pac

kage

#8

Scop

es

Con

trac

t 31

9 Fi

re P

rote

ctio

n W

ork

(Sie

bert

) •

Coor

dina

tion

Doc

umen

ts in

Rev

it •

Sel

ectiv

e D

emol

ition

wor

k.

• U

tility

Tun

nel F

ire L

ine

Exte

nsio

n w

ork.

•

Fire

Pro

tect

ion

wor

k in

clud

ing

exis

ting

hose

cab

inet

pat

chin

g.

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Pro

ject

Sco

pe (

Des

crip

tion

is G

ener

al t

o Re

spon

sibi

litie

s)

Pha

se 3

Bid

Pac

kage

#8

Scop

es

Con

trac

t 32

0 H

VA

C W

ork

(Sie

bert

)

•Le

ad M

EP c

oord

inat

ion

effo

rt. C

oord

inat

ion

draw

ings

to

be p

erfo

rmed

in R

evit.

•

Coo

rdin

ate

DD

C w

ork

with

tha

t of

Con

trac

t 31

5 •

Sch

edul

ed S

elec

tive

Dem

oliti

on

• A

ll ne

w H

VAC

wor

k. E

xped

ited

Equi

pmen

t Del

iver

y. C

oord

inat

ion

of in

stal

latio

n w

ith t

hat

of C

ontr

act

301/

317.

•

Mec

hani

cal l

ouve

rs d

enot

ed o

n H

-Ser

ies

draw

ings

, inc

lusi

ve o

f in

stal

latio

n. R

efer

ence

a

rchi

tect

ural

det

ails

. •

Mis

cella

neou

s m

etal

for

duct

sup

port

s as

wel

l as

pipe

rac

ks a

nd r

iser

wor

k.

•M

aint

enan

ce a

nd P

rote

ctio

n of

Exi

stin

g Eq

uipm

ent t

o re

mai

n.

• G

ener

ator

Exh

aust

wor

k.

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Pro

ject

Sco

pe (

Des

crip

tion

is G

ener

al t

o Re

spon

sibi

litie

s)

Pha

se 3

Bid

Pac

kage

#8

Scop

es

Con

trac

t 32

1 El

ectr

ical

Wor

k (S

iebe

rt)

•Al

low

ance

s/U

nit P

rices

. •

Coo

rdin

atio

n D

ocum

ents

in R

evit.

•

Con

stru

ctio

n Fa

cilit

ies

and

Tem

pora

ry C

ontr

ols.

•

Tem

pora

ry P

ower

& L

ight

ing.

•

Site

Lig

htin

g an

d D

raw

er E

ele

ctric

al w

ork

at S

iebe

rt a

nd H

ale

Gre

en.

• S

ched

uled

Sel

ectiv

e D

emol

ition

. •

All

new

sch

edul

ed e

lect

rical

, Fire

Ala

rm, D

ata

and

Com

mun

icat

ion

wor

k.

•U

tility

Tun

nel L

ight

ing

as S

ched

uled

. •

Gen

erat

or W

ork

•O

wne

r fu

rnis

hed

mat

eria

l ins

talla

tion

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Pro

ject

Sco

pe (

Des

crip

tion

is G

ener

al t

o Re

spon

sibi

litie

s)

Pha

se 3

Bid

Pac

kage

#8

Scop

e O

wn

er F

urn

ish

ed a

nd

Con

trac

ted

Item

s

•

Wire

less

Acc

ess

Poin

ts –

furn

ishe

d by

the

Uni

vers

ity a

nd in

stal

led

by C

ontr

act

31

6 &

321

. •

Key

Wat

cher

– fu

rnis

hed

by t

he U

nive

rsity

and

inst

alle

d by

Con

trac

t 30

7, 3

16, 3

17

& 3

21.

•

Buck

Id

Equi

pmen

t – fu

rnis

hed

by t

he U

nive

rsity

and

inst

alle

d by

Con

trac

t 31

6 &

321.

•

To

ilet A

cces

sorie

s –

Soap

, Pap

er T

owel

and

Toi

let

Pape

r D

ispe

nser

– fu

rnis

hed

by

U

nive

rsity

and

inst

alle

d by

Con

trac

t 31

2.

•

Viny

l flo

orin

g w

ill b

e fu

rnis

hed

to C

ontr

act

311

to in

stal

l. •

Ca

rpet

ing

will

be

inst

alle

d by

a c

ontr

acto

r en

gage

d by

the

Uni

vers

ity. A

ll

cont

ract

ors

in t

he P

hase

3 p

ortio

n of

wor

k sh

all c

oord

inat

e th

eir

wor

k w

ith t

hat

of

th

e ca

rpet

ing

cont

ract

or.

•

A U

nive

rsity

“Kn

ox”

box

will

be

prov

ided

to

Cont

ract

307

for

inst

alla

tion.

Con

trac

t

317

to r

emov

e ex

istin

g an

d re

inst

all.

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Age

nda

– P

roje

ct S

ched

ule

Proj

ect

Sche

dule

•

The

bidd

er is

to

fully

acq

uain

t th

emse

lves

with

the

sch

edul

ing

and

sequ

enci

ng o

f w

ork

as

soci

ated

with

eac

h ph

ase

of c

onst

ruct

ion

and

is t

o ta

ke in

to a

ccou

nt a

ll la

bor

and

mat

eria

l

esca

latio

n w

hen

com

pilin

g th

eir

bid

for

the

wor

k to

be

perf

orm

ed.

Furt

herm

ore

the

bid

defa

ult

sc

hedu

le h

as b

een

com

pile

d ba

sed

upon

hol

iday

s an

d O

DO

T w

eath

er im

pact

ed d

ays

. The

Cont

ract

or is

to

base

the

ir bi

d up

on t

hese

wor

k pe

riods

.

•

Bid

Def

ault

Sche

dule

incl

uded

at

the

end

of S

peci

ficat

ion

Sect

ion

01 1

2 13

•

Bidd

ers

are

to p

ay p

artic

ular

att

entio

n to

Spe

cific

atio

n Se

ctio

ns 0

1 12

13

and

01 3

2 16

as

re

quire

men

ts v

ary

from

typ

ical

pro

ject

s.

•

All C

ontr

actu

al M

ilest

one

Dat

es M

ust

Be M

et

•

Key

Mile

ston

e D

ates

(Re

fere

nce

01 1

2 13

):

•

See

Spec

ific

Bid

Pack

age

resp

onsi

bilit

ies

for

indi

vidu

al m

ilest

ones

with

in S

ectio

n 01

12

13.

•

Coor

dina

tion

docu

men

t co

mpl

etio

n m

ilest

one,

bid

ders

are

to

pay

part

icul

ar a

tten

tion

to.

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Ant

icip

ated

Add

endu

m I

tem

s (I

tem

s no

ted

will

be

gove

rned

by

Adde

ndum

)

•

Pr

e Bi

d M

eetin

g M

inut

es a

nd S

ign

In S

heet

•

Que

stio

ns fr

om t

his

Mee

ting

•

Subm

itted

bid

ders

que

stio

ns r

equi

ring

clar

ifica

tion.

•

Elev

ator

Mai

nten

ance

and

sco

pe a

dditi

ons

to C

ontr

act 3

17.

•

Mis

cella

neou

s Sc

ope

Clar

ifica

tions

•

Tem

pora

ry E

lect

rical

Cla

rific

atio

n of

wor

k re

quire

men

t for

Sm

ith-S

teeb

& S

iebe

rt

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Que

stio

ns?

Sout

h H

igh

Ris

es R

enov

atio

n an

d A

ddit

ion,

Pha

se 3

, BP

#8

Than

k Y

ou

4

3

5

6

G H I.2 I.8I.1

A7.4.310

11

12

13

114A

X105CA

128AA 128AB

X106CA

125A

125

FIRE COMMANDCENTER

X105CELEVATOR LOBBY

114GROUP STUDY

128A

ELEV.X126E

ELEV.X125E

ELEV.X127E

STORAGE113

113A

104C2

2S4

2S4

22C

2

ALIGN

ALIGN

1V0TYP.

2 S4

1C1

8' - 0" 66C

1026C2

220P

A 1 2CR2

8' -

0"

125B

C

T 1D0

13"

Date

Job #

Drawing #

Drawing Name

Issued With

Referenced Drawing No.

614-628-0311FT 614-628-0300300 Marconi Boulevard Columbus, Ohio 43215Schooley Caldwell Associates

Enter address here

01/09/12

09600

SK-A1

SOUTH HIGH RISESRENOVATION AND ADDITION

LEVEL 1 SMITH-STEEB (ENLARGED)

1/8" = 1'-0"1 NEW WORK FLOOR PLAN - LEVEL 1 SMITH-STEEB (ENLARGED AREA)

BID PACKAGE 8: ADDENDUM 1

A1.3

15

K.8K.3J.7J.1

16

K.9

A7.4.1

7

9

8

10

170

ASST. HALLDIRECTOR

174A

172A

ASSISTANT HALLDIRECTOR

176

HALL DIRECTOR174

HALL DIRECTOR172

176A

170A

55G1

T 0 1C0

A 1C1

A 1C1

5' -

0"

5' - 0"

6' -

6"

A 1C1

A1C

1

A 1C1

ALIGN2' - 7"

T 0 1C0

A 1C15' - 0"

5' -

0"

5' - 0"

WAITING AREA175

AB

T 0 1C0 11"

24"

Date

Job #

Drawing #

Drawing Name

Issued With



Enter address here

01/09/12

09600

SK-A2


LEVEL 1 SMITH-STEEB (ENLARGED)

1/8" = 1'-0"1 NEW WORK FLOOR PLAN - LEVEL 1 SMITH-STEEB (ENLARGED AREA)


A1.3

STAINLESS STEELSCREWS - TYPICAL

MASONRY ANCHOR

EXISTING MASONRY

61B1

20 GA. STAINLESSSTEEL SHEET - BENDTO FIT - WRAPENTIRE OPENING

EXTERIOR ACCESSDOOR - OPENING AT8" W BY 10" H -COORDINATEELEVATION HEIGHTWITH EXTERIORJOINTS, +/- 3'-0" A.F.F.

IC0 T

929G

72C

929F

EXTERIOR ACCESSDOOR - OPENING AT8" W BY 10" H -COORDINATEELEVATION HEIGHTWITH EXTERIORJOINTS, +/- 3'-0" A.F.F.

Date

Job #

Drawing #

Drawing Name

Issued With



Enter address here

01/09/12

09600

SK-A3


EXTERIOR INSULATED ACCESS PANEL

1 1/2" = 1'-0"12 PLAN DETAIL - EXTERIOR INSULATED ACCESS PANEL


A5.2.3

OF

FS

ET

NE

W S

TE

PS

6"

AW

AY

FR

OM

EX

IST

ING

CO

NC

RE

TE

FLO

OR

CU

T

FIR

ST

FLO

OR

SM

ITH

/ST

EE

B75

0' -

7"

8"

1 3/4" 5 1/2" 3/4"

MAX.

4"

3' - 6"

2" 4"

SE

E D

ET

AIL

17/

A8.

4.6

FO

RH

AN

DR

AIL

TO

P D

ET

AIL

1 1/

4" S

ST

PIP

E F

AS

TE

NE

DT

O S

ST

BR

AC

KE

T

2"

55F

57G

R

929G

929F

33C

5/8"

DIA

. HIL

TI H

IT-T

Z R

OD

-E

MB

ED

AT

4"

INT

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Date

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Drawing #

Drawing Name

Issued With


Schooley Caldwell Associates 614-628-0311F614-628-0300T300 Marconi Boulevard Columbus, Ohio 43215

Enter address here

01/09/12

SK-A4

GUARDRAIL AT GRAND STAIRSOUTH HIGH RISESRENOVATION AND ADDITION

1 1

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Date

Job #

Drawing #

Drawing Name

Issued With



Enter address here

01/09/12

SK-A5

GUARDRAIL AT LOUNGESOUTH HIGH RISESRENOVATION AND ADDITION

1 1

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= 1

'-0"

5G

UA

RD

RA

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A8.4.1

09600

12

13

P.1O.1

N.1

A7.5.4 4

A7.5.410

3

6

5

7

8

9

2' - 4" 11' - 4" 1' - 6" 10' - 8"

V.I.F.

10 1/4"

1' - 10 3/4"

104C1

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0"

CLE

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4' - 8" CLEAR

2' -

7 1

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2' -

7 3

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2' -

11"

1' -

5 3

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4' - 8" CLEAR

1' - 2" 3' - 2 1/2" 7' - 3" 1' - 2"

230M

OPEN TOROOM 067(BELOW)

230M230M

230M

66T

81D1

1V0

1B0

2 2C2

1 S2

1S2

A 1C12 S4

1028T1

1028T91028T9

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1028T8

1028T8

1028T6

1028T8

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220P

1028T8

220P

1028T31028T3

1028T2

1028T5

1028T5

1028T2

102T102T

66C

220P

220P

167TA165TA

1026C21026C21026C2

1026C2

1026C2

ALIGN

929F

SIZES ASREQUIRED

230M

24"

929F

Date

Job #

Drawing #

Drawing Name

Issued With



Enter address here

01/09/12

SK-A6

STEEB HALL PUBLIC TOILETROOMSSOUTH HIGH RISES

RENOVATION AND ADDITION

1/2" = 1'-0"1 STEEB HALL PUBLIC TOILET ROOMS


A7.5.4

09600

4

5

6

G H

A7.4.310

11

12

13

FIRE COMMAND CENTER125

WALL MOUNTEDPLAN RACK

ELEVATORCONTROLS

4'x8' SHEETPAINTED TOMATCH WALL

ELEVATORSTATUS4'x8' SHEET

PAINTED TOMATCH WALL


FIRE CONTROLPUMP PANEL

AUTOMATIC XFR.CONTROL PANEL

FACP

HVAC SYSTEMCONTROLPANEL

FCC PANEL


GENERATORCONTROL REMOTEANNUN. PANEL

EXTERIORACCESS DOOR

125B

EQ

EQ

61P3

61P3

VARIESCORRIDOR

61P3

61P3

61P3

T0

1C0

1V0

2S4

2 2C2

EQ

EQ

A5.2.312

Date

Job #

Drawing #

Drawing Name

Issued With



Enter address here

01/09/12

09600

SK-A7


ENLARGED PLAN - FIRE COMMAND CENTER

1/4" = 1'-0"12 ENLARGED PLAN - FIRE COMMAND CENTER


A7.4.3

2 1/2" 2 1/2"

3 5/8"

3 5/

8"

3 5/8"

1' - 0 1/4"

0' - 9 3/4"

WALL TYPE 2BB2-1-A

1' - 10"

EXISTING COLUMN

1C0

1C0

929F

TYP.

929G

TYP.

929A1

TYP.

MAINTAIN 1 HOUR FIRESEPARATIONBETWEEN SLEEPINGUNITS AND CORRIDOR- TYP.

929G2 LAYERS

EXISTING CORRIDOR WALL

A8.10.210

CLOSE CAVITYWITH JOINTCOMPOUND -FINISHSMOOTH WITHADJACENTWALL

230M230M

230M

VA

LAN

CE

SO

FF

ITA

BO

VE

Date

Job #

Drawing #

Drawing Name

Issued With



Enter address here

01/09/12

09600

SK-A8


WALL TRANSITION AT STUDENT LOUNGE

1 1/2" = 1'-0"12 PLAN DETAIL - WALL TRANSITION AT STUDENT LOUNGE - ROOM 06 (FLOORS 9 & 10)


A8.10.1

5 5.5 6.5 7 8 9

A

B

134RESOURCE ROOM 129M

GENERATORROOM

4' - 6"

EQ

EQ

4" VENTS

901A

901A

9

A15.2.3

10

A15.2.3

5' -

0"

5' -

0"

EQ

EQ

EQ EQ EQ EQV.I.F.

6' - 3 3/8" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0"

Date

Job #

Drawing #

Drawing Name

Issued With



184 West 11th Avenue, Columbus, Ohio43210

01/09/12

09600

SK-A9


CEILING PLAN - LEVEL 01 (ENLARGED)


A19.2

1/8" = 1'-0"1 CEILING PLAN - LEVEL 01 (ENLARGED AREA)

UP UP

DN DN

UPDN DNUP

4

3

2

5

6

A B C D E F G H I.2 I.5 I.8 J K M N O P Q R

11

12

13

14

15

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QQ

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HH

HH

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DDD

DDD

DDD

DDD

DDD

DDD DDD

LL

LL

GG

GG

CCC

CCC

II

II

1

1

III

III

III

III

DEMOLITION - GENERAL NOTES

1. THE INTENT OF THESE DEMOLITION DRAWINGS IS NOT TOSHOW EVERY SINGLE ITEM TO BE REMOVED FROM THEBUILDING. THE MAJORITY OF DEMOLITION SCOPE IS SHOWNHERE, HOWEVER THE INTENT IS TO REMOVE ALL ITEMS THATARE NOT A PART OF THE FINISHED BUILDING.

2. ALL DASHED LINES INDICATE ITEMS TO BE REMOVED.

3. REFER TO BID PACKAGE 2, HAZARDOUS MATERIAL REMOVALSAND SELECTIVE DEMOLITION FOR ITEMS TO BE REMOVEDUNDER THAT CONTRACT. ITEMS TO BE REMOVED UNDERTHAT CONTRACT SUCH AS TOILET PARTITIONS,CHASE WALLS, ETCARE NOT SHOWN ON THESE DEMOLITION DRAWINGS.

4. REFER TO TO PLUMBING, HVAC, AND ELECTRICAL DRAWINGSFOR DEMOLITION OF THESE SYSTEMS.

5. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURALDEMOLITION.

6. REFER TO BID PACKAGE 7 LANDSCAPE DRAWINGS FOR ALLSITE DEMOLITION.

7. REMOVE ALL EXISTING CEILINGS, SOFFITS, AND SUPPORTSYSTEMS IN THEIR ENTIRETY UP TO THE UNDERSIDE OF THECONCRETE SLAB. IF MORE THAN ONE CEILING EXISTS,REMOVE THEM ALL.

8. ALL DOORS SHOWN DASHED ARE TO BE REMOVED. WHEREDOORS OCCUR IN WALLS TO BE DEMOLISHED, REMOVE THEFRAME. WHERE DOORS OCCUR IN WALLS TO REMAIN, THEFRAME IS TO REMAIN, U.N.O. IN EITHER CASE, ALL HARDWAREIS TO BE REMOVED, UNLESS NOTED OTHERWISE.

9. REMOVE ALL BUILT-IN MILLWORK WHERE SHOWN DASHED.WHERE UPPER MILLWORK ONLY EXISTS IN RESIDENT ROOMS,THERE IS FURRING AND GYPSUM BOARD ON WALL BELOW.REMOVE FURRING AND GYPSUM BOARD.

10. REMOVE ANY REMAINING CARPET FROM EXISTING FLOORSWHICH WAS NOT PREVIOUSLY REMOVED AS PART OF BIDPACKAGE 2 OR BID PACKAGE 7.

11. RESILIENT FLOORING IS TYPICALLY TO BE REMOVED BYBID PACKAGE 2 CONTRACTOR. THE EXCEPTIONS ARE (1)IN THE SMITH HALL NORTH CORRIDOR ON FLOORS 2-10,AND (2) THE SMITH HALL ELEVATOR LOBBY AND ALLCORRIDORS ON FLOOR 11.

12. REMOVE ANY MISCELLANEOUS FLOORING DOWN TO THECONCRETE SLAB (EXCEPT SMITH HALL ELEVATORLOBBIES AND CORRIDORS AS NOTE IN GENERALDEMOLITION NOTE 11).

13. PARTITIONS TO BE DEMOLISHED ARE TYPICALLY 4"MASONRY. A FEW ARE HOLLOW METAL OR ALUMINUMWINDOW WALLS. NEWER WALLS MAY BE METAL STUDWITH GYPSUM BOARD OR PLASTER.

14. REMOVE ALL EXISTING WINDOW COVERINGS FROM ALLWINDOWS. INCLUDE ANY CURTAIN RODS, TRACKS,SUPPORT DEVICES, OR OTHER HARDWARE.

15. REMOVE ALL TIES, CONNECTIONS, SUPPORTS, ORHANGERS OF DEMOLISHED ITEMS FROM ELEMENTS TOREMAIN.

16. REMOVE ALL MISCELLANEOUS ITEMS ATTACHED TOELEMENTS TO REMAIN. REMOVE ALL TACK BOARDS ANDSIMILAR ITEMS FROM WALLS. REMOVE CHEMICALDISPENSERS FROM JANITOR CLOSETS. DO NOTREMOVE SHELVING AND PEGBOARDS FROM JANITORCLOSETS.

17. RESTROOMS AND ALL FIXTURES, ACCESSORIES, ETC NOTPREVIOUSLY DEMOLISHED AS PART OF BID PACKAGE 2ARE TO BE REMOVED.

18. WHEREVER CONCRETE OR MASONRY CONSTRUCTION ISTO BE REMOVED FROM CONSTRUCTION TO REMAIN,SEPARATION OF THE TWO MUST BE BY SAW-CUT.

19. REMOVE ALL INTERIOR BUILDING SIGNAGE. THISINCLUDES ALL ROOM NUMBERS ON, ABOVE, OR BESIDEDOORS.

20. REMOVE ALL FLOOR MOUNTED DOOR STOPS.

21. EACH FLOOR TYPICALLY HAS TWO FLOOR MOUNTEDCENTRAL VACUUM PORTS. REFER TO PLUMBINGDRAWINGS FOR PORT REMOVAL. INFILL HOLES WHEREPORTS ARE REMOVED (INFILL BY CONCRETECONTRACTOR).

22. A "HOT WORK PERMIT" IS REQUIRED IF THECONTRACTORS PERFORM ANY WELDING, CUTTING, ORSPARK GENERATING ACTIVITY. THE HOT WORK PERMITCAN BE OBTAINED FROM THE OFFICE OFENVIRONMENTAL HEALTH AND SAFETY'S WEB SITEWWW.EHS.OHIO-STATE.EDU. CLICK ON "OCCUPATIONALHEALTH SAFETY AND EDUCATION"; THENCLICK ON "PUBLICATIONS DOCUMENTS AND FORMS";SCROLL DOWN AND CLICK ON "HOW WORK PERMIT".THE COMPLETED HOT WORK PERMIT FORM NEEDS TOBE APPROVED BY THE UNIVERSITY REPRESENTATIVE.

DEMOLITION - CODED NOTESA. REMOVE EXISTING CONCRETE WINDOW WELL. SAW-CUT FROM CONCRETE

FOUNDATION WALL.

B. REMOVE EXISTING WINDOW. REMOVE EXTERIOR SILL AND INTERIOR STOOLWHERE OCCURS. REMOVE PLASTER RETURNS AT JAMBS AND ANY OTHERCONSTRUCTION TO ALLOW FOR NEW WORK.

C. REMOVE STAIR AND RAILINGS IN THEIR ENTIRETY.

D. REMOVE CONCRETE PAD.

E. CUT OPENING IN EXISTING WALL AS REQUIRED TO INSTALL NEW DOOR ANDFRAME.

F. CUT OPENING IN EXISTING WALL. REFER TO NEW WORK DRAWINGS.

G. REMOVE DOOR AND ALL HARDWARE. DO NOT REMOVE DOOR FRAME.

H. REMOVE TOILET PARTITIONS.

I. REMOVE DOOR AND FRAME.

J. REMOVE ANY WALLS REMAINING AFTER ABATEMENT CONTRACTOR REMOVESCHASE WALLS.

K. REMOVE MILLWORK.

L. REMOVE PORTION OF CONCRETE FOUNDATION WALL. REFER TO NEW WORKFOR LIMITS.

M. REMOVE LIMESTONE FACING FROM WALL.

N. REMOVE CANOPY IN ITS ENTIRETY.

O. REMOVE ALUMINUM STORE FRONT FROM WALL INCLUDING DOOR, SIDE LITES,AND ALL FRAMING.

P. REMOVE RAMP.

Q. REMOVE RAILING SYSTEM.

R. REAR DOOR OF ELEVATOR TO BE REMOVED. REFER TO SPECIFICATIONS

S. REMOVE ALL EXISTING ELEVATOR FIXTURE AND FINISHES AS REQUIRED TOINSTALL NEW.

T. REMOVE STAIRS, RAILINGS, AND FLOOR STRUCTURE AS REQUIRED TO MAKESTAIR MODIFICATIONS. REFER TO NEW WORK DRAWINGS.

U. REMOVE TEMPORARY BARRIER.

V. REMOVE ALL BRICK AND LIMESTONE FACING FROM WALL IN THIS AREA. DO NOTREMOVE BACK-UP MASONRY U.N.O. THIS LIMESTONE AND BRICK IS TO BE USEDIN THE NEW WORK WHERE SALVAGED BRICK AND LIMESTONE IS CALLED FOR.

W. REMOVE TEMPORARY DOOR AND OPENING INFILL.

X. REMOVE TEMPORARY WOOD STAIR AND OR RAMP INCLUDING ALL LIGHTFIXTURES, FOUNDATIONS, ETC.

Y. REMOVE RAISED CONCRETE PAD AND TERRAZZO SHOWER STALLS.

Z. REMOVE CAST IN PLACE CONCRETE FLOOR SINK.

AA. REMOVE MAIL BOXES.

BB. REMOVE MASONRY CHIMNEY AND LINEN CHUTE WALLS INCLUDING THE METALCHUTE INSIDE. EXPOSED REMAINING WALL SHALL BE DEBURRED & PARGED.

CC. REMOVE RECESSED FLOOR MAT

DD. REMOVE ALL OF THE FLOORING IN LOUNGE AREA DOWN TO THE ORIGINALTERRAZZO. ORIGINAL TERRAZZO TO REMAIN.

EE. TYPICAL RESIDENT ROOM MILLWORK TO BE REMOVED

FF. CUT HOLE THROUGH ROOF SLAB FOR HVAC EQUIPMENT. REFER TOSTRUCTURAL DRAWINGS FOR REINFORCING.

GG. REMOVE METAL FASCIA AROUND PERIMETER OF ROOF. REMOVE ANYBLOCKING BEHIND FASCIA.

HH. REMOVE PORTION OF EXTERIOR WALL. REFER TO NEW WORK DRAWINGS FORDETAILS. WHERE THE EXISTING SHELF ANGLE IS REMOVED AS REQUIRED FORNEW OPENINGS, THE REMAING ANGLE MUST CANTILEVER NO MORE THAN 1'-0"FROM THE EXISTING ANCHORAGE. WHERE THE ANGLE CANTILEVERS FURTHERTHAN 1'-0" PROVIDE A NEW 5/8" DIAMETER ANCHOR WITH A MINIMUM OF 4"EMBEDMENT.

II. REMOVE ACCESS DOOR AND FRAME.

JJ. REMOVE FLOOR CLOSER WHERE OCCURS.

KK. REMOVE EXISTING LOUVER.

LL. REMOVE EXITING MODIFIED BITUMEN ROOFING ASSEMBLY IN IT'S ENTIRETYDOWN TO THE CONCRETE ROOF SLAB. REMOVE ALL INSULATION, FLASHINGS,METAL EDGE TRIM, GUTTERS AND DOWN SPOUTS, ACCESSORIES,ETC. CLEAN AND PREPARE CONCRETE DECK FOR NEW ROOFING.

MM. REMOVE TANK SUPPORT FRAMING AND CATWALKS. COORDINATE WITH HVACCONTRACTOR.

NN. REMOVE LIMESTONE COPING. AND THROUGH-WALL FLASHING. SALVAGECOPING STONE FOR REINSTALLATION AS SHOWN IN NEW WORK.

OO. REMOVE ROOF CURBS.

PP. REMOVE ALL ELEVATOR EQUIPMENT SPECIFIED TO BE REPLACED.

QQ. REMOVE CONCRETE FLOOR SLAB IN THIS AREA. REFER TO STRUCTURALDRAWINGS.

RR. REMOVE BRICK CHIMNEY IN IT'S ENTIRETY.

SS. REMOVE CONCRETE EQUIPMENT PAD

TT. REMOVE STEEL PIPE SUPPORTS AND CATWALK.

UU. REMOVE ROOF MOUNTED HANDLE.

VV. REMOVE IGU'S FROM WINDOW. PROTECT FRAME TO REMAIN

WW. REMOVE EXISTING BIKE RACKS

XX. REMOVE EXISTING STEEL BEAMS AND PLATFORMS ABOVE AND ANYASSOCIATED STEEL SUPPORT COLUMNS.

YY. REMOVE EXISTING LADDER

ZZ. PROTECT EXISTING HOSE CABINET ENCLOSURE TO REMAIN.

AAA. REMOVE THE EXISTING TRANSFORMER VAULT ROOF SLAB. WHEREAPPLICABLE, REINFORCE THE EXISTING SLAB (REMAINING PORTION) PRIOR TOREMOVAL. REFER TO STRUCTURAL DRAWINGS.

BBB. REMOVE TOP PORTION OF EXISTING TRANSFORMER VAULT WALLS TO MEETTHE UNDERSIDE OF THE NEW VAULT STRUCTURAL ROOF SLAB. COORDINATEWALL REMOVAL ELEVATION WITH STRUCTURAL ELEVATIONS AND BID PACKAGE 7SITE DRAWING GRADE ELEVATIONS.

CCC. REMOVE REMAINING PORTION OF EXISTING LOADING DOCK SLAB, DOCKCANOPY SLAB, AND ASSOCIATED CONCRETE WALLS. CUT SLABS & WALLSBACK TO FACE OF EXISTING BEAM AT COLUMN LINE 6 (SMITH) AND COLUMNLINE 11 (STEEB).

DDD. EXISTING LIGHT FIXTURE TO BE REMOVED AND REPLACED WITH NEW. PATCHANY HOLES LEFT BY THE OLD FIXTURE. REFER TO ELECTRICAL.

EEE. REMOVE PORTION OF EXISTING BRICK CLADDING AND CMU BACKUP WALLTO ACCOMMODATE LOUVER OPENINGS AS INDICATED IN THE NEW WORKDRAWINGS. REFER TO HVAC FOR ADDITIONAL INFORMATION.

FFF. REMOVE ENTIRE CMU BACKUP WALL SYSTEM BETWEEN COLUMNSG6 AND H6 FROM THE TOP OF THE 12TH FLOOR STRUCTURAL FLOORSLAB TO THE BEAM ABOVE. OPENING IS TO BE USED TO INSTALL NEWGENERATOR AND MISCELLANEOUS LARGE EQUIPMENT.

GGG. REMOVE CONCRETE FOUNDATION WALLS AND SLABS.

HHH. DEMOLISH CONCRETE WALK BETWEEN SMITH AND STEEB

III. EXISTING CORRIDOR ELECTRICAL PANEL TO REMAIN - REFER TO ELECTRICALDRAWINGS

PREPARED FOR

PREPARED BY

OSU PROJECT NUMBER:

REVISIONS

NO. DATE DESCRIPTION

COMM NO. DRAWN BY DATEO.S.U. PROJ. NO.

SHEET

SCHOOLEY CALDWELL ASSOCIATES300 MARCONI BOULEVARD COLUMBUS, OHIO 43215

OF

THE OHIO STATE UNIVERSITYFACILITIES OPERATIONS AND DEVELOPMENT

COLUMBUS, OHIO

SOUTH HIGH RISES RENOVATION AND ADDITIONBP8: SMITH-STEEB HALL RENOVATION/ADDITION

09600

SCA 12/20/11

A1.4DDEMOLITION PLAN - LEVEL 2

09600 0960018 199

1/8" = 1'-0"1 DEMOLITION PLAN - LEVEL 2 SMITH-STEEB

N

1 01/10/12 ADDENDUM 1

UP UP

DN DN

UPDN DNUPUPUPUP

DN

4

3

2

5

6

A B C D E F G H I.2 I.5 I.8 J K M N O P Q R

11

12

13

14

15

TSR.1Q.1P.1O.1N.1M.1K.8K.3J.7J.1I.7H.1G.1F.1E.1D.1C.1

201DOUBLE ROOM

202DOUBLE ROOM

X241SSTAIR

204

RESIDENT ADVISORROOM

205DOUBLE ROOM

206DOUBLE ROOM

207DOUBLE ROOM

208DOUBLE ROOM

209DOUBLE ROOM

210DOUBLE ROOM

212DOUBLE ROOM

214DOUBLE ROOM

216DOUBLE ROOM

218DOUBLE ROOM

220DOUBLE ROOM

222DOUBLE ROOM

223


224DOUBLE ROOM

225DOUBLE ROOM

226DOUBLE ROOM

227DOUBLE ROOM

228DOUBLE ROOM

229DOUBLE ROOM

230SINGLE ROOM

X242SSTAIR

232DOUBLE ROOM

233DOUBLE ROOM

261DOUBLE ROOM

262DOUBLE ROOM

X243SSTAIR

264SINGLE ROOM

265DOUBLE ROOM

266DOUBLE ROOM

267DOUBLE ROOM

268DOUBLE ROOM

269DOUBLE ROOM

270DOUBLE ROOM

272DOUBLE ROOM

274DOUBLE ROOM

276DOUBLE ROOM

278DOUBLE ROOM

280DOUBLE ROOM

282DOUBLE ROOM

284DOUBLE ROOM

285DOUBLE ROOM

286DOUBLE ROOM

287DOUBLE ROOM

288DOUBLE ROOM

289DOUBLE ROOM

290


X244SSTAIR

292DOUBLE ROOM

293DOUBLE ROOM

7

8

9

10

K.9

K.9

232A 230A 228A

229A

227A

226A

225A

224A

233A

X242SA

223A

222A

221TA

220A

218A

219JA

216A

214A

213TA

212A

210A

292A

290A

293A

X244SA 289A

288A

287A

286A

285A

284A

282A

281TA

280A

278A

277JA

276A

274A

273TA

272A

270A

269A

268A

267A

266A

265A

264A

X243SA

261A

262A

208A

206A

204A

X241SA

205A

207A

209A 20

1A202A

221TBATHROOM

221A

221B

221C

221D

X207CECORRIDOR

277JJANITOR

X205CECORRIDOR

X205CCORRIDOR

219JJANITOR

3.20MEZZANINE LOUNGE

250

2.10CORRIDOR

X206C

271


275MDATA

273TBATHROOM273A

273B

273C

273D

I.1

I.1

281A

281E 281D

281B

281C

BATHROOM281T

213A213D 213E

213B

213C

BATHROOM213T

CORRIDORX207C

271A

X205CA

X207CA

A5.2.11

A5.2.11

A5.2.11

A5.2.11

A7.5.31

----2

A1.1A

DATA217M

217M

A

275M

AA7.5.2

1

A7.5.11

ELEV.X226E

ELEV.X225E

ELEV.X227E

ELEV.X231E

ELEV.X230E

ELEV.X228E

10

A5.5.1

7

A5.5.1

213AA

213BA

213CA

213D

A

213EA

281EA

281D

A

281AA

281BA

281CA

112L

ERA-4

ERA-4

12

A3.2.1

12

A3.2.1

12A

A3.2.1

12A

A3.2.1

12A

A3.2.1

12A

A3.2.1

220P

220P

112L

R.D. R.D. R.D.

R.D.

R.D.

10

A5.5.1

10

A5.5.1

10

A5.5.17

A5.5.1

R.D. R.D. R.D.

HH

H H

221CA

221BA

221AA

221D

A

273D

A

273BA

273AA

273CA

220P 220P 220P 220P

220P220P220P

220P

220P 220P 220P

220P220P

220P

260E 260E

260E 260E

111

1 1

NEW WORK - GENERAL NOTES1. REFER TO DOOR AND FRAME SCHEDULE FOR ALL DOOR

REQUIREMENTS AND OPENING DETAILS.

2. REFER TO FINISH PLANS FOR ALL FLOOR TRANSITIONDETAILS.

3. ALL DIMENSIONS ARE TO FACE OF FINISH OR TOCENTERLINE OF COLUMNS, U.N.O.

4. IN THE EXISTING STUDENT ROOMS, FILL ALL PICTUREHANGING SLOTS WITH DRYWALL COMPOUND. SLOTTYPICALLY IS ON ONE WALL OF EACH ROOM OPPOSITEWHERE THE EXISTING MILLWORK IS.

5. ALL EXISTING ELEVATORS ARE TO BE MODERNIZED.REFER TO SPECIFICATIONS FOR SCOPE OF WORK.

6. REFER TO SHEET A8.5.1 FOR SCOPE OF WORK FORELEVATOR CAR FINISHES. TYP FOR ALL ELEVATORS

7. REFER TO SHEETS A7.1.1 THROUGH A7.1.12 FORENLARGED PLANS OF TYPICAL RESIDENCE ROOMS ANDFLOOR LOUNGES.

8. REFER TO SHEETS A7.2.1 FOR ENLARGED PLANS OFFIRST FLOOR APARTMENTS.

9. ALL ABANDONED HOLES IN CONCRETE FLOOR SLABSARE TO BE FILLED. REFER TO STRUCTURAL DRAWINGSFOR REPAIR METHOD. THIS APPLIES TO ALL HOLESWHERE EXISTING HVAC, PLUMBING, AND ELECTRICALSYSTEMS ARE REMOVED.

10 PATCH ALL HOLES WHERE EXISTING CENTRALVACUUM PORTS WERE REMOVED FROM THE FLOOR.

11. WHEREVER EXISTING CONCRETE FLOORS ARE TOREMAIN EXPOSED,CLEAN, RESTORE AND SEALCONCRETE.

12. WHEREVER THE UNDERSIDE OF EXISTING CONCRETEFLOOR SLABS ARE TO REMAIN EXPOSED, PATCHAND RESTORE ALL HOLES, CRACKS, SPALLING, OROTHER DAMAGE PRIOR TO PAINTING.

13. PATCH ALL HOLES, CRACKS, VOIDS OR OTHER DAMAGETO ALL EXISTING WALLS TO REMAIN EXPOSED. THISINCLUDES WHERE ALL HVAC, PLUMBING, ANDELECTRICAL SYSTEMS WERE REMOVED.

14. PROVIDE BLOCKING IN ALL NEW METAL STUD ORFURRED WALLS AS REQUIRED FOR WALL MOUNTEDEQUIPMENT. THIS INCLUDES OWNER INSTALLEDEQUIPMENT.

15. ALL EXISTING EXTERIOR WALLS THAT HAVE METAL STUDFRAMING AGAINST THEM AND NEW INTERIOR FINISHESARE TO RECIEVE 3" OF CLOSED CELL SPRAY FOAMINSULATION (KEYNOTE 72C) BETWEEN THE THE STUDS.WHERE CHASES OR BOX-OUTS OCCUR, THE INSULATIONSHALL CONTINUE ALONG THE EXTERIOR WALL BEHINDTHE BOX-OUT.

16. ALL EXISTING METAL COMPONENTS IN STAIRS 1, 2, 3,AND 4 ARE TO BE RESTORED PRIOR TO PAINTING.THIS ALSO INCLUDES EXISTING STAIRS UP TO THEPENTHOUSES AND UP TO THE ELEVATOR MACHINEROOMS.

PARTITION TYPE NOTESPROVIDE PARTITION TYPES PER DRAWINGS A0.4 AND A0.5AND AS FOLLOWS

1. ALL DRYWALL PARTITIONS SHALL BE PARTITION TYPE2C2, U.N.O. PROVIDE FIRE RESISTIVE RATEDPARTITIONS AS REQUIRED.

2. MASONRY PARTITIONS SHALL BE PARTITION TYPE M8,U.N.O. PROVIDE FIRE RESISTIVE RATED PARTITIONS ASREQUIRED.

3. ALL DRYWALL COLUMN ENCLOSURES SHALL BE TYPE1C0, U.N.O.

4. ALL DRYWALL FURRING OVER MASONRY PARTITIONSSHALL BE PARTITION TYPE 1C0, U.N.O.

5. ALL MASONRY COLUMN ENCLOSURES AND FURRINGSHALL BE PARTITION TYPE M4, U.N.O.

6. ALL SHAFT ENCLOSURES SHALL BE PARTITION TYPE S4,2-HR FIRE SEPARATION RATING, U.N.O

7. MAINTAIN WALL ALIGNMENTS REGARDLESS OFVARYING PARTITION TYPES.

8. PROVIDE THE FOLLOWING FIRE RATED PARTITIONSWHERE REQUIRED:

A) PROVIDE 1-HR RATING AT ALL CORRIDOR PARTITIONS.

B) PROVIDE 1-HR RATING AT ALL STUDENT ROOM DEMISING PARTITIONS.

C) PROVIDE 2-HR RATING AT ALL SHAFTPARTITIONS.

NEW WORK - CODED NOTESA. NOT USED

B. REPAIR CONCRETE WALL CAP WITH CONCRETEPATCHING MORTAR.

C. INFILL DEPRESSION IN FLOOR WHERE RECESSED MATTWAS REMOVED.

D. AT CEILING OF SUB-BASEMENT, PROVIDE HORIZONTAL ENCLOSURE AT FUEL-OIL RISER AND RETURN, CONSTRUCTED USING PARTITION TYPE S2. MAINTAIN A 2-HOUR RATING FROM TANK-STORAGE TO THE ENTRY INTO THE VERTICAL SHAFT ENCLOSURE ABOVE.

E. FILL EXISTING ABANDONED SUMP PIT WITH CONCRETETO PROVIDE A CONSISTENT TRANSITION TO THE EXISTINGADJACENT SLAB.

F. APPLY EXTRUDED ALUMINUM TO BORDER EXISTINGSTOREFRONT FRAMING (TO REMAIN) WHERE HOLES,CRACKS, VOIDS OR OTHER DAMAGE IS EXPOSED. THISINCLUDES WHERE ALL HVAC, PLUMBING, AND ELECTRICALSYSTEMS WERE REMOVED. ALL EDGES ARE TO BESMOOTH AND FLUSH WITH ADJACENT FRAMING FACES.

G. RESTORE CONCRETE WITH SELF-LEVELING TOPPING.

H. EXISTING FIRE HOSE CABINET TO REMAIN. REPLACEGLASS W/ COMPOSITE PANEL & PATCH EXISTINGHOLES IN BACK BOX WITH SHEET METAL. PAINTINTERIOR AND DOOR 99N1 TO MATCH WALL.EXISTING FIRE EXTINGUISHER TO REMAIN.

I. REMOVE 12" OF SOIL AND GRAVEL FROM BOTTOM OFWINDOW WELL AND REPLACE WITH 12" OF CLEAN #57GRAVEL. DO NOT UNDERMINE BOTTOM OF WALLS.

J. EXISTING CELLULAR EQUIPMENT TO BE RELOCATED BYTHE CELLULAR PROVIDER DURING ROOF CONSTRUCTIONAND RE-INSTALLED AFTER NEW ROOF WORK IS COMPLETE. EXISTING SUPPORT POSTS SHALL REMAIN AND BEWATERPROOFED AS DETAILED.

K. NOT USED

L. DEEPEN EXISTING FOUNDATIONS - REFER TO STRUCTURAL

PREPARED FOR

PREPARED BY

OSU PROJECT NUMBER:

REVISIONS

NO. DATE DESCRIPTION

COMM NO. DRAWN BY DATEO.S.U. PROJ. NO.

SHEET

SCHOOLEY CALDWELL ASSOCIATES300 MARCONI BOULEVARD COLUMBUS, OHIO 43215

OF

THE OHIO STATE UNIVERSITYFACILITIES OPERATIONS AND DEVELOPMENT

COLUMBUS, OHIO

SOUTH HIGH RISES RENOVATION AND ADDITIONBP8: SMITH-STEEB HALL RENOVATION/ADDITION

09600

SCA 12/20/11

A1.4FLOOR PLAN - LEVEL 2

09600 0960033 199

1/8" = 1'-0"1 NEW WORK FLOOR PLAN - LEVEL 2 SMITH-STEEB

KEYNOTE LEGEND

112L STEEL CABLE LIFELINE SYSTEM220P PLUMBING - SEE PLUMBING DRAWINGS260E ELECTRICAL - SEE ELECTRICAL DRAWINGS

N

1 01/10/12 ADDENDUM 1