MIAMI UNIVERSITYMacMILLAN HALL RENOVATIONS 2019 PROJECT NO. 018-01130-00

ADDENDUM NO. 2

1

Date: April 1, 2019

RE: Miami UniversityMacMillan Hall Renovations 2019SSOE Project No. 018-01130-00

To: Bidders

This Addendum supplements and amends the original drawings and specifications, and shall be taken into account in preparing proposals, and shall become part of the Contract Documents. You must indicate receipt of ALL Addendums on your Bid Form.

From: SSOE Group1001 Madison AvenueToledo, Ohio 43604Telephone: (419) 255-3830Fax: (419) 255-6101

Item AD2.01 (Issued) Asbestos Inspection Report, dated September 1996

Item AD2.02 (Issued) Drawing SS-300

a. Updates to structural drawing to accommodate detail/additional information on structural plan in Addendum A

Item AD2.03 Question: Has the concrete & plaster been tested for asbestos? If so is the repot available?

Response: Attached is the initial building inspection report that shows the hard plaster was sampled for asbestos and shown to be negative. Note: that the building was renovated in 2001 and all asbestos-containing materials that were identified in the report were abated at that time. To the best of the universities knowledge the concrete has never been sampled for the presence of asbestos unless it was in the form of transite (e.g. was commonly used for lab benches, piping, cooling towers, etc.).

Item AD2.04 Question: Plans A110 and P100 show what appears to be two water coolers side by side but the plumbing schedule is calling for a single cooler with a bottle filler. Can you verify if the want two single coolers side by side, a Bi-Level unit or just a single cooler.

Response: The water cooler is to be a Bi-level cooler. Change EWC-1 Model to “Halsey Tayler HTHB-HAC8BLSS-WF, bi-level w/ bottle filler, ADA”.

END OF ADDENDUM

NOTES:

1. DO NOT REMOVE WALL UNTIL STEEL IS INSTALLED.

2. INSTALL CHANNEL COLUMNS. THRU BOLT CHANNELS THRU EXIST 14" CONC.

WALL w/ 3/4" Ø THREADED RODS STAGGERED @ 12" O.C.

3. BEAR NEW BASE PLATE ON EXIST STRIP FOOTING. FOOTING EXTENSION TO BE CENTERED ON

CHANNEL COLUMNS.

4. CONTRACTOR TO SUBMIT A CONSTRUCTION SEQUENCE PLAN FOR REVIEW AND APPROVAL.

CONTRACTOR TO REVIEW ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION.

1/4" CLOSURE PL

C12x20.7 SHIM.

MC12 x 31 MC12 x 31

NOTE #3

NOTE #2

NOTE #1

NOTE #1

MC

12

x 3

1

MC

12

x 3

1

MC

12

x 3

1

EXISTING STRIP

FOOTING

SCALE:

SECTION

3/4"=1'-0"A110

A

2

SS-300

1

SS-300

3

SS-300

EXISTING CONCRETE

FLOOR STRUCTURE

C

LPIPE COLUMN

EXISTING 6" SCHD. 80

PIPE COLUMN

FIRST FLOOR EL

SEE PLAN

GROUND FLOOR EL

SEE PLAN

CHANNEL PERPENDICULAR TO FRAMING TO

RUN OVER CHANNEL COLUMN. FIELD WELD

COLUMN WEB TO CHANNEL FLANGE w/ 1/4"

FILLET WELD.. SEE ARCH. PLAN.

EXISTING CONCRETE WALL.

SEE ARCH. DRAWINGS FOR

EXTENTS.

C10x15.3 CHANNEL COLUMN. ATTACH

TO CONCRETE WALL w/ HILIT HIT-HY 200

STRUCTURAL ADHESIVE. DRILL AND

EMBED 6" w/ 3/4" DIA. THREADED ROD

(GR 36) AT 12" O.C. STAGGER AT 5"

PITCH. PROVIDE (1) MIN. EA. END.

5

SS-300

EXIST. WALL TO BE REMOVED

ONLY AFTER STEEL IS

INSTALLED IN-PLACE.

CHANNELS

PL 1"x13"x4"

w/ (2) 3/4" Ø RODS

CENTERED IN PLATE.

DRILL AND EMBED 6" w/

HILTI HIT-HY 200. TYP.

EXISTING STRIP

FOOTING

14" EXISTING

CONC. WALL

REMOVE EXIST. SLAB

ON GRADE AS

REQUIRED TO PLACE

NEW FOOTINGS.

NEW SLAB TO

MATCH EXIST.

SCALE:

SECTION

3/4"=1'-0"SS-300

1

SCALE:

SECTION

3/4"=1'-0"SS-300

2

SCALE:

SECTION

3/4"=1'-0"SS-300

3

INSTALL CHANNELS TIGHT

TO UNDERSIDE OF CONC.

SLAB CONSTRUCTION

SHIM TIGHT w/ 1/4" PL AND

WELD IN PLACE.

FIRST FLOOR EL

SEE PLAN

GROUND FLOOR EL

SEE PLAN

EXISTING CONCRETE

FLOOR STRUCTURE

PAINT MASTIC ON BELOW GRADE

STEEL AND POUR ISOLATION

JOINTS AT CHANNEL COLUMNS.

EXIST. CONCRETE STRIP

FOOTING. VERIFY SIZES PRIOR

TO CONSTRUCTION.

#5 DOWEL AT 12" O.C. DRILL AND

EMBED 6" W/ HILTI HIT HY 200.

(3) #5 BARS

NOTES:

1. FOOTING RETROFIT TO BE CENTERED ON NEW BUILT UP COLUMN.

REFERENCE SECTION

3/SS-300 FOR STRIP FOOTING

ALTERATIONS.

NO CHANNEL COLUMNS AT SIM.

EXIST. WALL TO BE REMOVED

ONLY AFTER STEEL IS

INSTALLED IN-PLACE.

C10x25 W/

3

4

"Ø THRU BOLTS

STAGGERED AT 6" PITCH AT 12"

O.C.

SCALE:

SECTION

3/4"=1'-0"A110

4

INSTALL CHANNELS TIGHT

TO UNDERSIDE OF CONC.

SLAB CONSTRUCTION

SHIM TIGHT w/ 1/4" PL AND

WELD IN PLACE.

FIRST FLOOR EL

SEE PLAN

EXISTING CONCRETE

FLOOR STRUCTURE

1/4" CLOSURE PL

14" EXISTING

CONC. WALL

REFERENCE SECTION

6&4/SS-300 FOR END

ANCHORAGE REQUIREMENTS

C12x20.7 SHIM.

PROVIDE ACCESS IN HOLE IN

PLATE TO GROUT CHANNEL

SOLID.

®

DRAWING NO:

DRAWING TITLE:

PROJECT NO:

PROJECT MANAGER:

DESIGNED:

CHECKED:

REVISION OR ISSUE

NO. DATE SUBJECT

CLIENT PROJECT NO:

SEAL ON THIS DOCUMENT AUTHORIZED BY:

CONSULTANTS:

DA

TE

:

PROJECT INFORMATION:

CLIENT INFORMATION:

1001 Madison Avenue

Toledo, OH 43604

T. (419) 255-3830

SSOE, Inc.

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C:\A

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2/8/2019 10:27:29 A

M

SS-300

STRUCTURAL

SECTIONS AND DETAILS

W. KUSSRO

R. BRAUN, J. KRAMER

L. MUSHUNG

018-01130-00

----

MIAMI UNIVERSITY

531 EAST SPRING ST.

OXFORD, OH

45056

MACMILLAN

GROUND FLOOR

INTERIOR

RENOVATION 2019

A 2.22.19 100% CD REVIEW

0 3.01.19 ISSUE FOR BID/PERMITS

20" (F.V.)

2'-0" WIDE X

6'-0" LONG

(3'-0" AT SIM).

1'-0"

(F

.V

.)

PL 3/8"x8"x3 1/2"

w/ 3/4"Ø BOLTS

C10

MC12

SCALE:

SECTION

1 1/2"=1'-0"SS-300

5

1"

1 1/2"

2 1/2"

2 1/2"

1 1/2"

2"

NOTES:

1. REFERENCE ARCHITECTURAL DRAWINGS AD100 & A110 FOR ADDITIONAL

INFORMATION.

2" 3"

2"

5"

(4) 3/4"Ø THREADED

RODS (GR36)

THRU-BOLTED IN

STD HOLES

6"

TOS

SCALE:

SECTION

1 1/2"=1'-0"A110

6

SCALE:

SECTION

3"=1'-0"A110

7

1 1/2"

3"

1 1/2"

3 1/2"

5"

3 1/2"

3"

(4) 3/4"Ø THREADED

RODS (GR36) IN STD

HOLES DRILL AND

EMBED 6" w/ HILTI

HIT HY 200

EDGE OF WALL

PL 1/2"

2'-0" WIDE X

6'-0" LONG

(3'-0" AT SIM).

SCALE:

SECTION

1 1/2"=1'-0"A110

8

B 4.01.19 ADDENDUM 2