addendum notice - associated builders & contractors · page 1 of 2 nabholz construction 17300 w...

of 2

Nabholz Construction

17300 W 116th St

Lenexa, KS 66219

Project: CP180131- University of Missouri Healthcare- Women’s and Children’s Hospital

Exterior Envelope Replacement

Bid Date & Time: 7/31/2019 @ 1:30PM

Bid Captain: Daniel Dercher – [email protected]

Mitchell Fuemmeler – [email protected]

ADDENDUM NOTICE

Addendum #2 has been issued

The following is included in Addendum #2:

o Construction Manager’s Manual Clarifications:

3.00 Bid Packages and Bid Forms

.02 Bid Form – DELETE AND REPLACE WITH- Revised Section .02 Bid Form

07.2 Wall Panels Bid Package

• Applicable Specifications- ADD Section – 055000 Metal Fabrications

• Section B, ADD: “Include aluminum ladders and safety cages per section 055000”

• Section B, Item 8- REVISE “Including required testing” TO: “Testing will be by

others”

07.3 Roofing, Flashing & Sheet Metal Bid Package

• Section A, Item 16- REVISE TO: “Include walk-pads/walkway protection as

indication on in the drawings”

• Section A, Item 18- REVISE TO: “Roof drains to be supplied and installed by

future Plumbing package. Roofing package is responsible for flashing in and

coordinating locations.

• Section B, Item 5- REVISE TO: “Roof protection will be the responsibility of all

trades as their work requires.”

• Section B, Item 9- REVISE TO: “Supply and install of roof curbs will be by

others. Roof package to include tying in roof system to the curb and maintaining

roof warranty.

• Section B, ADD: Include painting striped line referenced in note 10 on A117

• Section D, ADD: Item 3. Provide a unit price for the removal and replacement of

existing gypsum deck per B32 on S502

ATTACHMENTS:

o Revised Section .02 Bid Form (5 pages)

o International Architects Atelier – Addendum #2 (9 pages)

o Pre-Bid RFI Responses (7 pages)

of 2

Acknowledgement of all addenda is a requirement of the bid process. Please acknowledge this and all addenda on

the Bid Form found in section 3.00.02 of the Construction Manager’s Manual.

Should you have any questions concerning this project, please contact the Bid Captain noted above.

Daniel Dercher

Senior Estimator

4

Construction Manager’s Manual – MU Women’s & Children’s Hospital – Exterior Envelope Replacement Pkg #1

02 Bid Form

Date of Bid ______________________

Submitting Company (“Bidder”)

Company Name__________________________________________________________________

Project State License Number_______________________________________________________

Company Representative

Name__________________________________________________________________________

Email Address____________________________________________________________________

Cell Phone_______________________________________________________________________

Scope of Work

Bid Package Number______________________________________________________________

Bid Package Description____________________________________________________________

Addenda

Bidder acknowledges receipt of the following addenda:

Addendum #________ Dated ________________

Addendum #________ Dated ________________

Addendum #________ Dated ________________

Addendum #________ Dated ________________

Addendum #________ Dated ________________

Addendum #________ Dated ________________

Base Bid

By submitting this proposal form, bidder acknowledges receipt of and compliance with Nabholz minimum

insurance requirements, Master Contract Agreement, Project Contract Agreement, Performance and Payment

Bond requirements, Purchase Order, CCIP Program Addendum, and Safety Standards.

Bidder agrees to complete the Scope of Work listed below for a lump sum of:

$________________________________________________________________________________

5


Alternates

1. _____________________________________________________ Add/Deduct $ ____________

2. _____________________________________________________ Add/Deduct $ ____________

3. _____________________________________________________ Add/Deduct $ ____________

4. _____________________________________________________ Add/Deduct $ ____________

Voluntary Alternates

1. _____________________________________________________ Add/Deduct $ ____________

2. _____________________________________________________ Add/Deduct $ ____________

Unit Pricing

1. _____________________________________________________ $ _______________________

2. _____________________________________________________ $ _______________________

3. _____________________________________________________ $ _______________________

4. _____________________________________________________ $ _______________________

Work in Progress & Project Specific Qualifications

Bidder shall submit with their proposal a Work in Progress (WIP) Report that lists the ten (10) largest projects

currently being constructed. Moreover, final evaluation of Bidder’s proposal shall be conditional on review of

WIP Report, and Bidder’s experience with similar scope and projects.

Completion Time

All Work shall be completed within the schedules prepared by and agreed to by Nabholz. Bidder shall provide

adequate manpower and submit documentation for approval necessary to work within the timeframe

scheduled.

Bonding

Bidder can provide a Performance and Payment Bond and can meet the requirements set forth in the “Project

Contact”. (circle one)

Yes/No

Performance and Payment Bond Rate Cost in Percent_________

Name of Surety Agent_____________________________________________________________________

Surety Agent Phone Number________________________________________________________________

6


Acceptance of Contract Forms

Bidder acknowledges that they have reviewed and accept the Contract Performance and Administration,

Sample Master Contract, Sample Project Contract, Payment and Performance Bonds, Sample Purchase

Order, Contractor-Controlled Insurance Program Addendum to Master Contract and the Nabholz Safety

Standards forms linked in Section 5.02. Proposed modifications must be submitted with bid.

Signature

Bidder agrees that this proposal remains valid for a period of 60 days. Bidder understands that Nabholz and

the Owner reserve the right to reject any or all bids. Bidder acknowledges Nabholz minimum insurance

requirements and understands that the Master Contract shall be the basis of any contract offered by

Nabholz Construction to Bidder. Proposed modifications of Master Contract language must be submitted

with bid. Attach additional sheets if necessary. Upon receipt of notice of acceptance of bid, Bidder agrees

to execute and return the contract and required insurance certificates within two weeks of notification.

By ______________________________________________________________

Title_________________________________

Printed name of individual signing this proposal________________________________________________

Contact phone number___________________________________________________________________

Date __________________

Supplier Diversity participation goals for this project are as follows:

Minority Business Enterprise (MBE) of Ten Percent 10%; Women/Disadvantaged Business

Enterprises/Veteran (WDV) of Ten Percent 10%; and Serviced Disabled Veteran (SDVE) of Three Percent 3%

of the GMP. The ability to meet diversity goals will be included in the considerations for how Nabholz and the

Owner will determine the lowest, responsible, qualified bidder. Bidders are encouraged to contract with

Diverse venders and suppliers, regardless of any tier, in order to meet these goals.

7


CP180131 WCH – Exterior Building Envelope Replacement

SUPPLIER DIVERSITY COMPLIANCE EVALUATION FORM

This form shall be completed by all Subcontractors, Suppliers and Venders, regardless of any tier, and submitted with the

Bidder's Statement of Qualifications.

The undersigned submits the following data with respect to this firm's assurance to meet the goal for Supplier Diversity

participation.

I. Project:

II. Name of Contractor:

III. Name of Diverse Firm:

Address:

Phone No.: E-mail.:

Status (check one) MBE WBE Veteran Service Disabled Veteran DBE

IV. Describe the subcontract work to be performed. (List Base Bid work and any Alternate work separately):

Base Bid:

V. Dollar amount of contract to be subcontracted to the Diverse firm:

Base Bid:

Alternate(s), (Identify separately):

VI. Is the proposed subcontractor listed in the Directory of M/W/DBE Vendors and/or the Directory of Veterans

maintained by the State of Missouri?

Yes No

8


CP180131 WCH – Exterior Building Envelope Replacement

VII. Is the proposed subcontractor certified as a diverse supplier by any of the following: federal government

agencies, state agencies, State of Missouri city or county government agencies, Minority and/or WBE

certifying agencies?

Yes No If yes, please provide details and attach

a copy of the certification.

VIII. Does the proposed subcontractor have a signed document from their attorney certifying the Supplier as a

Diverse and meeting the 51% owned and committed requirement?

Yes No If yes, please attach letter.

Signature:

Name:

Title:

Date:

END OF PROPOSAL FORM

ADD #2 – Page 1 of 3 Women’s and Children’s Hospital –

Exterior Envelope Replacement University of Missouri

Project No. CP180131 July 24, 2019

ADDENDUM # 2 DATE: July 24, 2019 TO CONTRACT DOCUMENTS ENTITLED:

WOMEN’S AND CHILDREN’S HOSPITAL - EXTERIOR ENVELOPE REPLACEMENT, EXTERIOR ENVELOPE PACKAGE ONE UNIVERSITY OF MISSOURI PROJECT NUMBER: CP180131

PREPARED FOR: The Curators of the University of Missouri CONSULTANT: International Architects Atelier, Inc.

912 Broadway Suite 300 Kansas City, Missouri 64105 Telephone: (816) 471-6522

Drawings and Specifications for the above noted project and the work covered thereby are herein modified as follows, and except as set forth herein, otherwise remain unchanged and in full force and effect: SPECIFICATION CHANGES: 1. Section 072726, Paragraph 2.3.A

ADD: f. Soprema; Sopraseal LM 204. 2. Section 074213.19, Paragraph 2.2.B.1.b

DELETE AND REPLACE WITH: Benchmark by Kingspan – Designwall Panel Series. 720 Marion Road, Columbus, OH 43207.

3. Section 075216, Paragraph 3.7.B

DELETE: Paragraph 3.7.B.

4. Section 075216, Paragraph 3.9.B DELETE: Paragraph 3.9.B.

5. Section 075216, Paragraph 2.4, 2.5 Vapor Retarder DELETE AND REPLACE WITH: Polyethlene-reinforced, self-adhering SBS vapor barrier: ASTM D5147, cross-machine direction 103 lbf 31.8 mil (polyethlene-reinforced) nonslip, UV-protected top surface.




DRAWING CHANGES: 1. Sheets D200, D201, D202, D203, D204, D205, D206, D207, D208, D209, D210, D211, D212,

D213, D214, D300, D301 DELETE: Demo Keyed Note 14. REPLACE WITH: Where MEP penetrations are abandoned, remove existing louver or

cover and prepare to receive new studs, Re: Mech. Where MEP penetrations are still active, remove existing louver and prepare to receive new louver in coordination with new exterior envelope assembly, Re: Mech. Coordinate abandoned and active MEP penetrations with new construction drawings.

2. Sheet A207 DELETE: Entire Drawing. REPLACE WITH: Revised Drawing A207.



5. Sheet A230 – Added Keynote Legend ADD: Keynote legend with ‘099113.A EXTERIOR PAINT’ for reference to all

associated keynotes in elevation views.





8. Sheet A232, AA1 – Added Keynote ADD: Keynote ‘099113.A’ to door.

9. Sheet A520, B5 – Typical Base Detail CLARIFICATION: Refer to attached Drawing AD-01 for revised base flashing in Typical

Base Detail B5. 10. Sheet M101.1, U5 – 3rd Floor – Mechanical Plan – Phase Three

ADD: Demolition of abandoned dryer vent at 2nd Floor per Revised Drawing M101.1

11. Sheet M101.1, B14 – 4th Floor – Mechanical Plan – Phase Four

ADD: Demolition of existing sprinkler drain piping penetration through existing exterior wall and rerouting of same per Revised Drawing M101.1




12. Sheet PM102.1, B27 – 4th Floor – Mechanical Plan – Phase Six

ADD: Rerouting of existing sprinkler drain piping same per Revised Drawing PM102.1

ATTACHMENTS: A207, A215, A216, AD-01, M101.1, PM102.1. END OF ADDENDUM # 2

E.L. 825' - 11 3/8"T.O. STEEL

E.L. 840' - 5 1/8"T.O. STEEL -

PENTHOUSES

EDC

4"3'

- 4"

3' -

4"3'

- 4"

2' -

0"2'

- 0"

1' -

9"12

' - 7

"1'

- 10

3/4

"

2' - 0" 10' - 1 1/4" 10' - 1 1/4" 10' - 1 1/4" 10' - 1 1/4" 2' - 0"

3' - 10 1/2" 17' - 6 1/2" 26' - 10 1/2" 3' - 8 1/2"

B33A502

CC14A320

CC14A320

* REFER TO B22 / A501 FOR WALL TYPE AT PENTHOUSE. * REFER TO B33 / A502 FOR TYPICAL WALL TYPE AT PENTHOUSE SIGNAGE.

SIM* SIM*

REINSTALL EXISTING ANTENNA AND ALL ASSOCIATED BRACKETS, CLAMPS, AND FASTENERS, TYP.

REINSTALL EXISTING CONDUIT, ELECTRICAL BOXES, AND ALL ASSOCIATED FASTENERS, TYP.

074213.BCOLOR "B"

076200.B

B5A521

SIM*

076200.C

FUTURE LOCATION OF MU HEALTH CARE LOGO. SIGNAGE PRODUCT, INSTALLATION & FINAL SIZE AND LOCATION TO BE COORDINATED WITH OWNER

055000.E BEYOND

1

PHASE FOUR

NORTH PENTHOUSE SOUTH

PENTHOUSE

E.L. 825' - 11 3/8"T.O. STEEL

E.L. 840' - 5 1/8"T.O. STEEL -

PENTHOUSES

5 6 7B14A501

2' - 0" 4' - 9 3/8" 7' - 0" 10' - 2 1/4" 10' - 2 1/4" 10' - 2 1/4" 2' - 0"

1' - 2" 17' - 5" 26' - 7" 1' - 2"

1' -

8 1/

8"7'

- 0"

1' -

11 7

/8"

B33A502

CC14A320

CC14A320

K33A320

SIM

SIM*

SIM*

* REFER TO B22 / A501 FOR TYPICAL WALL TYPE AT PENTHOUSE.* REFER TO B33 / A502 FOR TYPICAL WALL TYPE AT PENTHOUSE SIGNAGE.

074213.E

074213.A

REINSTALL EXISTING ANTENNA AND ALL ASSOCIATED BRACKETS, CLAMPS, AND FASTENERS, TYP.

COLOR "B"REINSTALL EXISTING CONDUIT, ELECTRICAL BOXES, AND ALL ASSOCIATED FASTENERS, TYP.

076200.B

4"3'

- 4"

3' -

4"3'

- 4"

2' -

0"2'

- 0"

1' -

10 3

/4"

B5A521

SIM*

076200.C

FUTURE LOCATION OF MU HEALTH CARE LOGO. SIGNAGE PRODUCT, INSTALLATION & FINAL SIZE AND LOCATION TO BE COORDINATED WITH OWNER.

SIM*

1

E.L. 825' - 11 3/8"T.O. STEEL

E.L. 840' - 5 1/8"T.O. STEEL -

PENTHOUSES

E D C

4"3'

- 4"

3' -

4"3'

- 4"

2' -

0"2'

- 0"

1' -

9"12

' - 7

"1'

- 10

3/4

"

2' - 0" 10' - 1 1/4" 10' - 1 1/4" 10' - 1 1/4" 10' - 1 1/4" 2' - 0"

3' - 8 1/2" 26' - 10 1/2" 17' - 6 1/2" 3' - 10 1/2"

CC14A320

SIM*CC14A320

B33A502

* REFER TO B22/ A501 FOR WALL TYPE AT PENTHOUSE.

SIM*

074213.ACOLOR "B"

076200.B

076200.C

055000.EBEYOND

E.L. 825' - 11 3/8"T.O. STEEL

E.L. 840' - 5 1/8"T.O. STEEL -

PENTHOUSES

567

2' -

0"2'

- 0"

3' -

4"3'

- 4"

3' -

4"4"

1' -

10 3

/4"

12' -

7"

1' -

9"

2' - 0" 10' - 0 3/8" 10' - 0 3/8" 10' - 0 3/8" 6' - 0" 6' - 2 7/8" 2' - 0"

1' - 2" 26' - 7" 17' - 5" 1' - 2"

CC14A320

CC14A320

B22A501

B14A522

K14A522

B33A521

B5A521

B5A521

K33A320

B5A521

SIM.

B5A521

SIM.

+/- 1

' - 9

1/8

" F.V

.2'

- 0"

+/- 1

0 7/

8" F

.V.

+/- 6

' - 0

" F.V

.

074213.E

* REFER TO B22 / A501 FOR WALL TYPE AT PENTHOUSE.

SIM*SIM*

SIM*

SIM*

081113.B

081113.A

4

074213.ACOLOR "B"

REINSTALL EXISTING ANTENNA AND ALL

ASSOCIATED BRACKETS , CLAMPS,

AND FASTENERS, TYP.

076200.B

K14A521

SIM

SIM*

SIM*

076200.C

055000.E

1

INDICATES LOCATION OF SPANDREL GLASS IN NEW WINDOW SYSTEM.

INDICATES LOCATION OF OBSCURED GLASS IN NEW WINDOW SYSTEM.

INDICATES LOCATION OF PREVIOUS WINDOW OPENING, OR PENETRATION THAT NEEDS TO BE FILLED IN WITH 3-5/8" METAL STUDS AT 16" O.C. PRIOR TO INSTALLATION OF NEW EXTERIOR SHEATHING AND INSULATED METAL PANELS.

RAISE EXISTING PARAPET WALL BY 1'-2" WITH 3-5/8" STRUCTURAL STUDS AT 16" O.C.

ADJUST EXISTING WINDOW OPENING ASNEEDED TO FIT NEW WINDOW SYSTEM INTHE EXISTING OPENING WITH SPECIFIEDDIMENSIONS.

ALIGN NEW SUN SHADE DEVICE BETWEENDIFFERENT CONSTRUCTION PHASES.

PROVIDE WATERTIGHT TRANSITIONBETWEEN COMPLETED PHASE AND THEFUTURE PHASE.

INDICATES LOCATION OF PERFORATED METAL PANEL SYSTEM.

ADJUST EXISTING WINDOW OPENING AS NEEDED TO FIT NEW WINDOW SYSTEM IN THE EXISTING OPENING WITH SPECIFIED DIMENSIONS.

1

2

3

EXISTING MEP PENETRATIONS. TO BECOORDINATED WITH NEW WALL SYSTEM.

4

INDICATES EXISTING METAL WALL PANEL TO BE PRIMED AND PAINTED PER ALTERNATE "2" - INTENT IS ALL EXPOSED METAL SURFACE INCLUDING BUT NOT LIMITIED TO METAL PANELS, TRIM, FLASHING, COPINGS, LOUVERS, DOWNSPOUTS, GUTTERS AND MISC. ITEMS TO BE PAINTED TO MATCH COLOR OF NEW INSULATED METAL PANELS.

SUN SHADES AT INTERIOR CORNERS TO BEINSTALLED AFTER COMPLETION OF BOTHPHASES. REFER TO T14/A320.

5

INDICATES LOCATION OF CURTAIN WALL SPANDREL GLASS.

GL-2

GL-3

GL-5

ABANDONED MEP PENETRATION TO BEINFILLED WITH NEW STUDS AND COVEREDWITH NEW EXTERIOR WALL ASSEMBLY.

6

EXISTING SECURITY CAMERAS TO BECOORDINATED WITH NEW WALL ANDROOFING SYSTEM. RE: ELECT.

7

PERFORATED PANEL TO BE PAINTED COLOR"D". SIGNAGE TO BE PAINTED ONTOPERFORATED PANEL SURFACE WITH COLOR"E". WHERE SIGNAGE IS INDICATED,PERFORATED PANEL SURFACE SHALL BEOPAQUE AND BE PREPARED TO RECEIVESIGNAGE PAINT.

8

DATE:

DESIGNED BY:

CHECKED BY:

PROJ. NO.:

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© 2019 INTERNATIONAL ARCHITECTS ATELIER

MAJID AMIRAHMADI - ARCHITECTMO#: A-5077

The Professional Architects seal affixed to this sheet appllies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by this architects, and this architect expressly disclaims any and all responsibility for such plan, drawings, or documents not exhibiting this seal.

APPROVED BY:

DRAWN BY:

SEAL:

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816 471 6522 | 816.471.3755 | I-A-A.COMP: F: W:

MISSOURI STATE CERTIFICATE OF AUTHORITY #000582

912 BROADWAY BLVD, SUITE 300 | KANSAS CITY, MO 64105

STRUCTURAL CONSULTANT

BOB D. CAMPBELL & CO.

4338 BELLEVIEW AVE.KANSAS CITY, MO 64111PH: 816.531.4144

FOR THE CURATORS OF THE UNIVERSITY OF MISSOURI

MECHANICAL, ELECTRICAL, AND PLUMBING CONSULTANT

W.L. CASSELL & ASSOCIATES

1600 BALTIMOREKANSAS CITY, MO 64108PH: 816.842.837

LIGHTING CONSULTANT

FISHER MARANTZ STONE

22 WEST 19TH STREETNEW YORK, NEW YORK 10011PH: 212.691.3020

7/24

/201

9 1:

54:3

3 PM A207

NEW ELEVATIONS -PHASE FOUR

CP180131July 24, 2019

LB, MR

LB, MR

MA

MA

WOMEN'S ANDCHILDREN'SHOSPITAL -EXTERIORENVELOPEREPLACEMENT

ISSUE FOR BID: EXTERIORENVELOPE PACKAGE ONEADDENDUM #2

SCALE: 1/4" = 1'-0" AA5SOUTH PENTHOUSE - SOUTH ELEVATION - PHASE FOUR

B10KEY PLAN B5ELEVATION NOTESB22NOT USED B1KEYNOTES

DIVISION32 EXTERIOR IMPROVEMENTS

DIVISION31 EARTHWORK

DIVISION26 ELECTRICAL

DIVISION23 HVAC

DIVISION22 PLUMBING

DIVISION14 CONVEYING EQUIPMENT

DIVISION12 FURNISHINGS

DIVISION09 FINISHES

DIVISION08 OPENINGS081113.A HOLLOW METAL DOOR FRAME081113.B HOLLOW METAL DOOR

DIVISION07 THERMAL + MOISTURE PROTECTION074213.A 3" INSULATED METAL FLAT PANEL -

HORIZONTAL PROFILE074213.B 3" INSULATED METAL FLAT PANEL -

VERTICAL PROFILE074213.E INTEGRATED FIXED LOUVER UNIT076200.B PREFINISHED METAL COPING076200.C PREFINISHED METAL BASE FLASHING

DIVISION06 WOOD, PLASTICS + COMPOSITES

DIVISION05 METALS055000.E ROOF ACCESS LADDER

DIVISION04 MASONRY

DIVISION03 CONCRETE

000000.X

000000.X

EXISTING CONSTRUCTION


TAG ALL MATERIALS WITH THEIR LOCATIONS AND SEQUENCING FOR RE-USE. REPAIR AND CLEAN ANY DAMAGED MATERIALS PRIOR TO BEING RE-SET.

NEW CONSTRUCTION

000000.X

DIVISION10 SPECIALTIES

DIVISION11 EQUIPMENT

0' 2' 4' 8'0' 2' 4' 8'

SCALE: 1/4" = 1'-0" AA24SOUTH PENTHOUSE - WEST ELEVATION - PHASE FOUR

SCALE: 1/4" = 1'-0" Q5SOUTH PENTHOUSE - NORTH ELEVATION - PHASE FOURSCALE: 1/4" = 1'-0" Q24SOUTH PENTHOUSE - EAST ELEVATION - PHASE FOUR

0' 2' 4' 8'0' 2' 4' 8'

AA24 / A207

Q5

/ A20

7

AA5

/ A20

7

Q24 / A207

NO. REVISION SUBMISSION DATE0 ISSUE FOR BID, DESIGN

PACKAGE ONE07/03/2019

1 ADDENDUM #2 07/24/2019

NORTH PENTHOUSE

SOUTH PENTHOUSE

PHASE TEN

E.L. 773' - 11 3/8"LEVEL 2 & T.O. MASONRY

E.L. 788' - 4 3/4"3RD FLOOR

E.L. 800' - 10 1/8"4TH FLOOR

E.L. 813' - 3 1/2"5TH FLOOR

E.L. 825' - 11 3/8"T.O. STEEL

E.L. 829' - 9"T.O. MASONRY

E.1 F.1 G.1 H.1

9

PHASE

10

PHASE

10

PHASE

5

PHASE

6"2'

- 0"

1' -

2"3'

- 4"

1' -

3 3/

8"

2' -

0"3'

- 4"

3' -

4"1'

- 2"

3' -

4"1'

- 3

3/8"

3' -

4"3'

- 4"

1' -

2"3'

- 4"

1' -

3 3/

8"3'

- 4"

3' -

4"1'

- 2"

3' -

4"1'

- 3

3/8"

3' -

4"3'

- 4"

1' -

7 1/

4"

2' -

0"3'

- 4"

3' -

4"3'

- 4"

4"

7' - 5 3/4" 24' - 0" 24' - 0" 24' - 0"

7' - 5 3/4" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0"

4' - 6" 2' - 0" 5' - 6" 5' - 6" 5' - 6" 5' - 6" 2' - 0" 5' - 6" 5' - 6" 5' - 6" 5' - 6" 2' - 0" 5' - 6" 5' - 6" 5' - 6" 5' - 6" 2' - 0"

1' - 0" 1' - 0"

22' - 0"

1' - 0" 1' - 0"

22' - 0"

1' - 0" 1' - 0"

22' - 0" 1' - 0"

+/- 5' - 7 7/8" F.V. 4' - 6" 2' - 0" 5' - 6" 5' - 6" 5' - 6" 5' - 6" 2' - 0" 5' - 6" 5' - 6" 5' - 6" 5' - 6" +/- 3' - 1 1/8" F.V.

18' - 6" 4' - 6"

1' - 0" 1' - 0"

22' - 0"

1' - 0" 1' - 0"

22' - 0" 1' - 0"

+/- 11 3/4" F.V.6' - 6" 6' - 6" 5' - 6" 5' - 6" 6' - 6" 6' - 6" 5' - 6" 5' - 6" 6' - 6" 6' - 6" 5' - 6" 5' - 6" 6' - 6"

+/- 4' - 8 3/8" F.V. 6' - 6" 6' - 6" 5' - 6" 5' - 6" 6' - 6" 6' - 6" 5' - 6" 5' - 6" 6' - 6" +/- 2' - 1 1/8" F.V.

074213.D

074213.D

074213.D

074213.D

074213.A

076200.B

076200.F 076200.G

074213.B

COLOR "A"

COLOR "A"

074213.E

B5A321

SIM.

B5A500

B14A500

K14A522 SIM.

B14A522

T24A522

K14A321

SIM.

T5A320

CC5A320

SIM.

21001

32801

42801

52801

52901

42901

32901

21101

33001

43001

53001

53108

43108

33108

21208

CC24A320

TYP

B22 -A215

TYP.

076200.G

SIM. SIM.

SIM.

SIM. / TYP.

1

2

2

2

3TYP.

T24A320

TYP.T33A320

TYP.

COLOR "A"

COLOR "A"

COLOR "A"

COLOR "A"

EXTERIOR ENVELOPE IS CONTINUOUS FROM NORTH PENTHOUSE SOUTH WALL TO PHASE 10 SOUTH WALL AT HOSPITAL TOWER. METAL PANEL COLOR "B" APPLIED AT PENTHOUSE WALL ABOVE ROOF "A" PARAPET. METAL PANEL COLOR "A" APPLIED AT TOWER WALL BELOW ROOF "A" PARAPET.

4"

COLOR "B"074213.A

074213.A 074213.F COLOR "B"










1

2

3


4



5


GL-2

GL-3

GL-5


6


7


8


F.1

21208

3' -

4"2'

- 0"

1' -

3 3/

8"3'

- 4"

1' -

2"2'

- 0"

6"

5' - 8" ± F.V. 4' - 6" 1' - 0"

6' - 6"T33A320

T24A320

SIM

T5A320

SIM

K24A522

T5A520

INDICATES EXTENTS OF MOCK-UP UNIT.

A MOCK-UP UNIT OF WALL, WINDOW, AND SUN SHADE SYSTEM ASSEMBLIES SHALL BE CONDUCTED PRIOR TO FIRST PHASE OF CONSTRUCTION. MOCK-UP UNIT SHALL BE INSTALLED FOR NO LESS THAN 6 WEEKS PRIOR TO THE FIRST PHASE OF CONSTRUCTION.

DIMENSIONS AND ASSEMBLIES SHALL BE CONSTRUCTED AS SHOWN IN DRAWINGS. METAL PANEL, WINDOW MULLION, AND SUN SHADE COLORS TO MATCH FINAL FINISHES AS CLOSELY AS POSSIBLE. GLASS TYPE TO MATCH FINAL SPECIFICATIONS. AFTER 2 WEEKS OF COMPLETE INSTALLATION, MOCK-UP UNIT SHALL BE TESTED FOR WATER-TIGHTNESS AND THERMAL PERFORMANCE.

074213.ACOLOR "A"

074213.D

F.V.

± 1' - 1 7/8" 10' - 0"

B5A320

SIM.

T33A522

OPP.SIM.

CC33A320

SIM.

4' - 6"

1' - 0"

11 5/8"

2' - 6 3/8"

T33A521 SIM.

074213.A

074213.D

074213.B

SIM.

076200.B

074213.A074213.A

DATE:

DESIGNED BY:

CHECKED BY:

PROJ. NO.:

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APPROVED BY:

DRAWN BY:

SEAL:

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373839404142

373839404142

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816 471 6522 | 816.471.3755 | I-A-A.COMP: F: W:










LIGHTING CONSULTANT



7/24

/201

9 1:

54:5

7 PM A215

NEW ELEVATIONS -PHASE TEN &

MOCK-UP UNIT

CP180131July 24, 2019

LB, MR

LB, MR

MA

MA



SCALE: 1/4" = 1'-0" Q5SOUTH ELEVATION - PHASE TEN





DIVISION23 HVAC

DIVISION22 PLUMBING



DIVISION09 FINISHES

DIVISION08 OPENINGS


HORIZONTAL PROFILE074213.B 3" INSULATED METAL FLAT PANEL -

VERTICAL PROFILE074213.D INTEGRATED ALUMINUM SUN SCREEN

UNIT074213.E INTEGRATED FIXED LOUVER UNIT074213.F SHOP-FORMED INSULATED METAL PANEL

CORNER076200.B PREFINISHED METAL COPING076200.F PREFINISHED METAL CONTINUOUS CLEAT076200.G PREFINISHED METAL EXPANSION JOINT

FLASHING


DIVISION05 METALS

DIVISION04 MASONRY

DIVISION03 CONCRETE

000000.X

000000.X




NEW CONSTRUCTION

000000.X



0' 2' 4' 8'

Q5

/ A21

5

SCALE: 1/2" = 1'-0" B22MOCK-UP UNIT

NO. REVISION SUBMISSION DATE0 ISSUE FOR BID, DESIGN

PACKAGE ONE07/03/2019

1 ADDENDUM #2 07/24/2019

E.L. 825' - 11 3/8"T.O. STEEL

E.L. 840' - 5 1/8"T.O. STEEL -

PENTHOUSES

C.1D.1E.1

2' - 0" 9' - 7" 9' - 7" 9' - 7" 9' - 7" 2' - 0"

1' - 2" 20' - 0" 20' - 0" 1' - 2"

B33A502

CC14A320

CC14A320

SIM.

4"3'

- 4"

3' -

4"3'

- 4"

2' -

0"2'

- 0"

1' -

10 3

/4"

SIM.

055000.E

074213.F

074213.ACOLOR "B"

076200.B

074213.A

076200.C076200.F

FUTURE LOCATION OF MU HEALTH CARE LOGO. SIGNAGE PRODUCT, INSTALLATION & FINAL SIZE AND LOCATION TO BE COORDINATED WITH OWNER

* REFER TO B22 / A501 FOR WALL TYPE AT PENTHOUSE. * REFER TO B33 / A502 FOR TYPICAL WALL TYPE AT PENTHOUSE SIGNAGE.

1

074213.FCOLOR "B"

TYP.

1

E.L. 825' - 11 3/8"T.O. STEEL


E.L. 840' - 5 1/8"T.O. STEEL -

PENTHOUSES

C.1 D.1 E.1

4"3'

- 4"

3' -

4"3'

- 4"

2' -

0"2'

- 0"

1' -

10 3

/4"

+/- 3

' - 6

" F.V

.

2' - 0"+/- 2' - 1 7/8" F.V.

+/- 5' - 0" F.V. 10' - 4 3/4" 10' - 4 3/4" 11' - 2 3/4" 1' - 2"

20' - 0" 20' - 0"

3' -

6"1' -

10 1

/8"

2' -

0"2'

- 7

7/8"

K14A522

B14A522

B24A521

K33A320

SIM

CC14A320

SIMCC14A320

SIM

B17A531

SIM

SIM.

074213.F

074213.ACOLOR "B"

076200.B

TYP.

074213.ATYP.

055000.E

076200.C076200.F

074213.E

3' -

4"

1' -

7 1/

4"

2' -

0"3'

- 4"

3' -

4"3'

- 4"

4"

1

1

B22A501

074213.ACOLOR "B"

EXTERIOR ENVELOPE IS CONTINUOUS FROM NORTH PENTHOUSE SOUTH WALL TO PHASE 10 SOUTH WALL AT HOSPITAL TOWER. METAL PANEL COLOR "B" APPLIED AT PENTHOUSE WALL ABOVE ROOF "A" PARAPET. METAL PANEL COLOR "A" APPLIED AT TOWER WALL BELOW ROOF "A" PARAPET.

074213.A

074213.A

COLOR "A"

076200.B

E.L. 825' - 11 3/8"T.O. STEEL

E.L. 840' - 5 1/8"T.O. STEEL -

PENTHOUSES

0102 1

4"3'

- 4"

3' -

4"3'

- 4"

2' -

0"2'

- 0"

1' -

10 3

/4"

2' - 0" 3' - 9 7/8" 6' - 6" 11' - 8 1/8" 11' - 8 1/8" 2' - 0"

14' - 9" 21' - 5" 1' - 2 5/8" 3 3/8"

B22A501

K14A522

B14A522

K33A320

CC14A320

SIMCC14A320

SIM

+/- 2

' - 1

0" F

.V.

+/- 5

' - 0

" F.V

.

074213.E

SIM.

REINSTALL EXISTING CONDUIT, ELECTRICAL BOXES, AND ALL ASSOCIATED FASTENERS, TYP.

B5A521

076200.B

074213.A

074213.ACOLOR "B"

4

076200.C076200.F

074213.F COLOR "B"

1

E.L. 825' - 11 3/8"T.O. STEEL


E.L. 840' - 5 1/8"T.O. STEEL -

PENTHOUSES

01 021

1' -

10 3

/4"

2' -

0"2'

- 0"

3' -

4"3'

- 4"

3' -

4"4"

2' - 0" 11' - 2 5/8" 11' - 2 5/8" 11' - 2 5/8" 2' - 0"

3 3/8" 1' - 2 5/8" 21' - 5" 14' - 9"

B22A501

B33A521

B5A521

SIM

SIM

CC14A320

CC14A320

SIM

055000.E

076200.B

074213.A COLOR "B"

074213.ACOLOR "B"

074213.A COLOR "B"081113.B081113.A 076200.F

076200.C

4

REINSTALL EXISTING ANTENNA AND ALL

ASSOCIATED BRACKETS, CLAMPS, AND FASTENERS,

TYP.

1

074213.F

074213.F

1

1

1










1

2

3


4



5


GL-2

GL-3

GL-5


6


7


8

NORTH PENTHOUSE

SOUTH PENTHOUSE

PHASE TEN

DATE:

DESIGNED BY:

CHECKED BY:

PROJ. NO.:

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APPROVED BY:

DRAWN BY:

SEAL:

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373839404142

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816 471 6522 | 816.471.3755 | I-A-A.COMP: F: W:










LIGHTING CONSULTANT



7/24

/201

9 1:

55:1

7 PM A216

NEW ELEVATIONS -PHASE TEN

CP180131July 24, 2019

LB, MR

LB, MR

MA

MA







DIVISION23 HVAC

DIVISION22 PLUMBING



DIVISION09 FINISHES

DIVISION08 OPENINGS081113.A HOLLOW METAL DOOR FRAME081113.B HOLLOW METAL DOOR


HORIZONTAL PROFILE074213.E INTEGRATED FIXED LOUVER UNIT074213.F SHOP-FORMED INSULATED METAL PANEL

CORNER076200.B PREFINISHED METAL COPING076200.C PREFINISHED METAL BASE FLASHING076200.F PREFINISHED METAL CONTINUOUS CLEAT


DIVISION05 METALS055000.E ROOF ACCESS LADDER

DIVISION04 MASONRY

DIVISION03 CONCRETE

000000.X

000000.X




NEW CONSTRUCTION

000000.X



0' 2' 4' 8'0' 2' 4' 8'

0' 2' 4' 8'0' 2' 4' 8'

SCALE: 1/4" = 1'-0" Q5NORTH PENTHOUSE - NORTH ELEVATION - PHASE TEN

SCALE: 1/4" = 1'-0" AA5NORTH PENTHOUSE - SOUTH ELEVATION - PHASE TENSCALE: 1/4" = 1'-0" AA24NORTH PENTHOUSE - WEST ELEVATION - PHASE TEN

SCALE: 1/4" = 1'-0" Q24NORTH PENTHOUSE - EAST ELEVATION - PHASE TEN

AA24 / A216

AA5

/ A21

6

Q5

/ A21

6

Q24 / A216NO. REVISION SUBMISSION DATE

0 ISSUE FOR BID, DESIGNPACKAGE ONE

07/03/2019

1 ADDENDUM #2 07/24/2019


C

4"

075216.F

075216.E

075216.D

075216.C

075216.A075216.B

075216.H

076200.G076200.F

074213.J

074213.H

074213.N

072726.A

074213.A

078443.C

078443.A

078443.B

092216.C

092900.A

072100.A

054000.A

061600.A

072100.CTWO-PIECE

1"

079200.A

076200.H

076200.P 076200.H

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The Professional Architect's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings,

instruments, or other documents not exhibiting this seal shall not be considered prepared by this architect, and this architect expressly disclaims any and all responsibility for such plans,

drawings, or documents not exhibiting this seal.

SEAL:

816 471 6522 | 816.471.3755 | I-A-A.COMF: W:



TM

ADDENDUM #2

7/24/2019 1:55:58 PM

AD-01

WOMEN'S AND CHILDREN'SHOSPITAL - EXTERIOR ENVELOPEREPLACEMENT

July 24, 2019

SCALE: 3" = 1'-0" B5TYPICAL BASE FLASHING DETAIL

5 6 7 8 9 10

D

C.1

C

B.1

B

1

PATIENT ROOM

3336

PATIENT ROOM

3335

PATIENT ROOM

3334

PATIENT ROOM

3333

CALL ROOM

3332

CALL ROOM

3331

STAFF RR/SHW'R

3331A

STAFF RR/SHW'R

3332A

RR/SHW'R

3333A

RR/SHW'R

3334A

RR/SHW'R

3335A

RR/SHW'R

3336A

STAFF RR

3337ADISCONNECT AND REMOVE EXISTING DRYER

VENT THROUGH SECOND FLOOR WALL AND

ASSOCIATED DUCTWORK. CAP ABANDONED DUCTWORK BEYOND DEMO ZONE.

3

01 1 2 3 4 5 6

D

C.1

C

B.1

B

12"x10"DISC & REMOVE EXISTING DISCHARGE

OUTLET & PORTION OF DUCTWORK AS

REQUIRED FOR METAL PANEL REPLACEMENT. CLEAN & REINSTALL DISCHARGE DUCTWORK.

STAIR

S4001

PUBLIC RR

4112A

DICTATION ROOM

4111A

PATIENT ROOM

4402

PATIENT ROOM

4403

NURSERY

4404

STORAGE

4405

FAMILY WAITING

ROOM

4201

SEE SHEET PM102

FOR CONTINUATION

3

DISCONNECT AND REMOVE EXISTING

SPRINKLER DRAIN PIPING THOUGH

EXTERIOR WALL AND RE-ROUTE AS SHOWN.

PHASE

THREE

NORTH

PENTHOUSE

SOUTH

PENTHOUSE

PHASE

FOUR

HATCH KEY

INDICATES ADJOINING EXISTING

CONSTRUCTION NOT IN CONTRACT.

DATE:

DESIGNED BY:

CHECKED BY:

PROJ. NO.:

1234567891011121314151617181920212223242526272829303132333436

1234567891011121314151617181920212223242526272829303132333436

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BRUCE E. HARTMO#: E-22817

The Professional Engineers seal affixed to this sheet appllies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by this engineer, and this engineer expressly disclaims any and all responsibility for such plan, drawings, or documents not exhibiting this seal.

APPROVED BY:

DRAWN BY:

SEAL:

35

35

EE

FF

GG

HH

JJ

KK

373839404142

373839404142

EE

FF

GG

HH

JJ

KK

816 471 6522 | 816.471.3755 | I-A-A.COMP: F: W:










LIGHTING CONSULTANT



07/03/19

7/2

4/2

019 1

:32:1

7 P

M M101.1

PHASES 3 & 4 -

MECHANICAL

EXTERIOR WALL

PENETRATIONS

CP180131

07/03/2019

MCS

MCS

SGB

SGB

WOMEN'S AND

CHILDREN'S

HOSPITAL -

EXTERIOR

ENVELOPE

REPLACEMENT

ISSUE FOR BID: EXTERIOR

ENVELOPE PACKAGE ONE

SCALE: 1/4" = 1'-0" U53RD FLOOR - MECHANICAL PLAN - PHASE THREE

SCALE: 1/4" = 1'-0" B144TH FLOOR - MECHANICAL PLAN - PHASE FOUR

B15NOT USED

B5KEY PLAN

B1NOTES

KEYED NOTES:

1 REMOVE LOUVER AND PORTION OF EXISTING DUCTPENETRATING WALL FOR REMOVAL & REPLACEMENT OFEXISTING BUILDING FAÇADE. PROTECT REMAININGDUCTWORK. NEW LOUVER FURNISHED & INSTALLED UNDERARCHITECTURAL SECTION. RECONNECT DUCTWORK TOLOUVER.

MECHANICAL DEMOLITION

GENERAL NOTES. .

1 SEE SHEET PM000 FOR GENERAL NOTES AND SYMBOLS LISTS.

2 WORK SHOWN LIGHTLY IS EXISTING TO REMAIN.CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS.

3 CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FORDETAILS AND COORDINATE ALL PHASES OF THE WORK WITHARCHITECTURAL AND OTHER TRADES TO MINIMIZEDISTRUPTION TO AREAS OUTSIDE OF CURRENT AREA OFCONSTRUCTION.

4 THIS IS A CONTINUOUSLY OPERATING BUILDING AND SHUTDOWNS SHALL BE MINIMIZED AS ABSOLUTELY POSSIBLE ANDSHALL BE COORDINATED WITH OWNER A MIN. OF 2 WEEKSBEFORE PROPOSED SHUTDOWNS.

5 FIELD VERIFY ALL EXISTING EQUIPMENT, DUCTWORK, & PIPESIZES.

MECHANICAL PIPING

DEMOLITION GENERAL NOTES. .

1 SEE SHEET M000 FOR GENERAL NOTES AND SYMBOLS LISTS.

0

NO. REVISION SUBMISSION DATE


07/03/2019

3 ADDENDUM #2 PACKAGEONE

07/24/2019

01 1 2 3 4 5

E

E.1

D.1

2

12"ø

02 01 1

i.2

i.1

H.1

1

16"x10"

PATIENT ROOM

5554

PATIENT ROOM

5555

02 01 1

H.1

G.1

F.1

E.1

1

36"x16"

24"x8"

PICU ROOM

4449

PICU Room

4450

PICU ROOM

4451

PICU ROOM

4452

PHASE

FIVENORTH

PENTHOUSE

SOUTH

PENTHOUSE

PHASE

SIX

PHASE

NINE

PHASE

TEN

03 02 01 1

C.1

B.1

A.1

1

36"x16"

PICU ROOM

4441

PICU ROOM

4440

PICU ROOM

4442

PICU ROOM

4443

CRIB STORAGE

4444

FAMILY WAITING

ROOM

4201

4

SEE SHEET

M101 FOR

CONTINUATION

3

01 1

F.1

3

LOCATION OF EXTERIOR

ENVELOPE MOCK-UP

UNIT. TO BE

CONDUCTED PRIOR TO FIRST PHASE OF

CONSTRUCTION. RE:

ARCH.

HATCH KEY

INDICATES ADJOINING EXISTING

CONSTRUCTION NOT IN CONTRACT.

DATE:

DESIGNED BY:

CHECKED BY:

PROJ. NO.:

1234567891011121314151617181920212223242526272829303132333436

1234567891011121314151617181920212223242526272829303132333436

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BRUCE E. HARTMO#: E-22817

The Professional Engineers seal affixed to this sheet appllies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by this engineer, and this engineer expressly disclaims any and all responsibility for such plan, drawings, or documents not exhibiting this seal.

APPROVED BY:

DRAWN BY:

SEAL:

35

35

EE

FF

GG

HH

JJ

KK

373839404142

373839404142

EE

FF

GG

HH

JJ

KK

816 471 6522 | 816.471.3755 | I-A-A.COMP: F: W:










LIGHTING CONSULTANT



07/03/19

7/2

4/2

019 1

:32:1

9 P

M PM102.1

PHASES 5, 6, 9, & 10 -

PLUMB & MECH

EXTERIOR WALL

PENETRATIONS

CP180131

07/03/2019

MCS

MCS

SGB

SGB

WOMEN'S AND

CHILDREN'S

HOSPITAL -

EXTERIOR

ENVELOPE

REPLACEMENT

ISSUE FOR BID: EXTERIOR

ENVELOPE PACKAGE ONE

SCALE: 1/4" = 1'-0" V142ND FLOOR - MECHANICAL PLAN - PHASE FIVE

SCALE: 1/4" = 1'-0" L145TH FLOOR - MECHANICAL PLAN - PHASE NINESCALE: 1/4" = 1'-0" L54TH FLOOR - MECH PLAN - PHASE TEN

B5KEY PLAN

B1NOTES

KEYED NOTES:

1 REMOVE LOUVER AND PORTION OF EXISTING DUCTPENETRATING WALL FOR REMOVAL & REPLACEMENT OFEXISTING BUILDING FAÇADE. PROTECT REMAININGDUCTWORK. NEW LOUVER FURNISHED & INSTALLED UNDERARCHITECTURAL SECTION. RECONNECT DUCTWORK TOLOUVER.

2 REMOVE PORTION OF EXISTING DUCT PENETRATING WALLFOR REMOVAL & REPLACEMENT OF EXISITNG BUILDINGFAÇADE. RECONNECT DUCTWORK AFTER FAÇADE HAS BEENREPLACED.

3 DISC. & REMOVE EXISTING ABANDONED PIPING SHOWN DARK& DASHED. CAP BACK AT VALVE.

4 RE-ROUTE EXISTING SPRINKLER DRAIN PIPING THROUGH NEWEXTERIOR METAL PANEL. COORDINATE EXACT LOCATION ASDIRECTED BY ARCHITECT.

SCALE: 1/4" = 1'-0" B274TH FLOOR - MECHANICAL PLAN - PHASE SIX

MECHANICAL DEMOLITION

GENERAL NOTES. .

1 SEE SHEET PM000 FOR GENERAL NOTES AND SYMBOLS LISTS.

2 WORK SHOWN LIGHTLY IS EXISTING TO REMAIN.CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS.

3 CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FORDETAILS AND COORDINATE ALL PHASES OF THE WORK WITHARCHITECTURAL AND OTHER TRADES TO MINIMIZEDISTRUPTION TO AREAS OUTSIDE OF CURRENT AREA OFCONSTRUCTION.

4 THIS IS A CONTINUOUSLY OPERATING BUILDING AND SHUTDOWNS SHALL BE MINIMIZED AS ABSOLUTELY POSSIBLE ANDSHALL BE COORDINATED WITH OWNER A MIN. OF 2 WEEKSBEFORE PROPOSED SHUTDOWNS.

5 FIELD VERIFY ALL EXISTING EQUIPMENT, DUCTWORK, & PIPESIZES.

MECHANICAL PIPING

DEMOLITION GENERAL NOTES. .

1 SEE SHEET M000 FOR GENERAL NOTES AND SYMBOLS LISTS.

0

0' 2' 4' 8'

0' 2' 4' 8'

0' 2' 4' 8'

SCALE: 1/4" = 1'-0" B142ND FLOOR - PLUMBING PLAN - PHASE TEN0' 2' 4' 8'

NO. REVISION SUBMISSION DATE


07/03/2019

3 ADDENDUM #2 PACKAGEONE

07/24/2019

3

Pre-Bid RFI Responses– Page 1 of 7

Women’s and Children’s Hospital – Exterior Envelope Replacement

University of Missouri Project No. CP180131

July 24, 2019

Pre-Bid RFI Reponses:

Specification Section 075216 - SBS Modified Bituminous Membrane Roofing:

1. I have been in contact with several of the roof system manufacturer’s listed as approved per 075216, 2.1, B. Per their searches of Factory Mutual (FM) assemblies no manufacturer has testing of this roof assembly meaning that not only is an official RoofNav unavailable, but there is not a listed assembly for a FM 1A-90 as required per 075216, 1.5, D, 1, b. Approvals over gypsum decks are somewhat limited. The system as specified would perform fine and we can base fastening and adhesive rates as if the materials are being installed over a different deck type for FM 1A-90.

• Women’s and Children’s Hospital is insured by FM Global. The materials and installation of roof assembly shall meet FM 1A-90, but testing of the roof assembly is not required.

2. Will the thickness of the new insulation work with the height of the existing roof access door thresholds?

• No, door sills have been modified to meet new insulation thicknesses.

3. 2.2, A, 1 - VOC Limits – can you provide the roof adhesives VOC limits as required by MU Health?

• The allowable maximum VOC limit is 250 g/L.

4. 2.3, B - Fasteners – Perlok fasters are marketed by Performance Roof Systems and they are not a listed approved manufacturer. Can the listed manufacturer’s similar fastener be used?

• Yes, as long as the product has been submitted for review and accepted by the Architect.

5. 2.5 - Vapor Retarder – This is an APP Modified sheet and not self-adhered. Per section 3.5 Installation of Vapor Barrier this is to be a self-adhered sheet. Most manufacturer’s market a self- adhered vapor barrier such as GAF’s SF Vaper Retarder and JM’s SA Vapor Retarder. Would these be acceptable in lieu of the APP sheet specified in section 2.5?

• Yes.

6. 2.6/2.7, E – Modified cant strips – these are only marketed by Performance Roof System and Soprema as part of their assemblies. Can we use the manufacturer’s recommended standard perlite or woodfiber cant strips?

• Yes.

7. 3.3, A - This section references a FM RoofNav listed roof assembly. A FM RoofNav listed assembly is not required per section 1.5, D Code Approvals. Is a FM RoofNav listed assembly required? This may not be available for the system as specified.





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8. 3.4, A, 3 - This section references a FM RoofNav listed roof assembly. A FM RoofNav listed assembly is not required per section 1.5, D Code Approvals. Is a FM RoofNav listed assembly required? This may not be available for the system as specified.


9. 3.4, A 3 - This section requires us to fasten the substrate board to the existing gypsum deck. Per section 2.3, B we are to use a Perlok type fastener. These are only available in 1.4” and 1.8” lengths. The required MINIMUM penetration into the gypsum deck is 1.25”. We cannot achieve the 1.25” minimum attaching 5/8” Glass Mat Sheathing. Can we adhere the substrate board with Bead-Applied Insulation Adhesive per 2.6/2.7, B? Or, can the substrate board be omitted at we install a mechanically attached base sheet to the gypsum deck prior to the installation of the vapor barrier per 3.6, E – Installation over Filled Gypsum Decking?

• Provide fasteners to meet required minimum penetration into gypsum deck.

10. 3.5, A - The vapor barrier per section 2.5 is not self-adhered.

• Addressed by Addendum #2.

11. 3.6, D, 1, I - Is a FM RoofNav listed assembly required? This may not be available for the system as specified.


12. 3.7, A, 4 - Is a FM RoofNav listed assembly required? This may not be available for the system as specified.


13. 3.7, A, 4, a – What is this sheathing paper? It is not part of the listed roof manufacturers assemblies.


14. 3.9, B - What is this sheathing paper? It is not part of the listed roof manufacturer’s base sheets listed.


15. 3.9, C, D and 3.10, A - discusses installation of base sheets. Per the listed roof manufacturers base sheets, we are only installing two (2) base plies. Please confirm.

• To meet 30-year warranty, refer to each manufacturer’s recommended assembly.

16. 3.13, 1 – Are we to follow the walkway installation instructions per this section, or follow the walkway layout provided on plan sheets A117 and A118?

• Refer to drawings.




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17. 3.14, B Flood Testing - Will an engineer’s certification be provided confirming that the roof structure can withstand the weight of the water on the roof?

• Per the Structural Engineer, the roof structure can withstand the weight of the water on the roof.

Specification Section 055000 – Metal Fabrications:

18. 2.7, A – Basis of design is Standard Sheet Metal. I would assume we would be able to custom fabricate our own perforated metal panels and structure to conform to the requirements outlined in this spec. Please confirm.

• Yes, pending approval by Architect.

General:

19. Verify that all roof deck surfaces are structurally sloped and that tapered insulation isn’t

necessary.

• Yes, all roof deck surfaces are structurally sloped, and tapered insulation is not necessary.

20. Vapor Retarder specified in section 2.4 of 075216 is said to be APP modified in Cold Adhesive. Vapor Retarder in section 2.5 (Installation) is said to be self-adhering vapor retarder. Please clarify vapor retarder requirements


21. Please clarify that a type x substrate board will be required on a gyp fill roof deck. Also, I doubt that a Type X substrate board has been tested as part of this roof system per FM standards.

• Not required.

22. Per 075216 section 3.6.D.i.1 the iso to be adhered in full spread adhesive? Is 4” O.C. beads an acceptable method of attachment?

• No.

23. Confirm specified 5.2” thick/R-30 value (075216 Section 2.5.B.1) is required. Plans show 4” ISO thickness or R-23 value.

• The existing gypsum deck at its minimum depth near the roof drains has an R-Value of

2.3. The roof assembly, including the existing gypsum deck, must be designed to achieve a R-value minimum of 30.

24. Please confirm that all roof decks are gyp fill on 1” form board per the plan details and drawings.

• Per as-built drawings, all roofs are gypsum fill on 1” form board, except for Roof “S”, which is a sloped metal deck.




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25. Should the Roof Specification hold the products to a minimum ASTM D6162 instead of the ASTM D6164 that is listed?

• ASTM D6164 is for Standard Specification for Styrene Butadiene Styrene (SBS) Modified Bituminous Sheet Materials using polyester reinforcements and ASTM D6162 is for Standard Specification for Styrene Butadiene Styrene (SBS) Modified Bituminous Sheet Materials using a combination of polyester and glass fiber reinforcements. Specification requires meeting ASTM D6164.

26. Was a pullout test ever performed on the gypsum deck? If so, can we get the results?

• No, a pullout test has not been performed.

27. Detail T5/A320 is showing horizontal panel jamb details, based upon this it is acceptable to provide horizontal panels with a 3’4” and 1’2” module between the windows that equal the 4’ 6” dimension since no horizontal joints are shown. This will maintain a consistent horizontal joinery on the entire elevation, and prevent cutting and modifying the panels located between the windows and possibly voiding the 20-year weathertight warranty?

• Obtaining a 20-year water-tightness warranty is essential for this project. The Architect will work with the selected manufacturer to modify some detailing to meet their requirements.

28. Section 074213.19 per paragraph 2.3 C, 2.4, 2.5, and 2.6 specifies Centria Versacor Elite PF. Since the Louvers, Sun Shades, Windows and Extrusions are all spray applied, they will be a typical 2-coat Kynar that will have a 20-year finish warranty. Please advise if this is acceptable.

• Louvers, sun shades, windows, and extrusions shall get Centria Versacor Elite PF finish.

29. Section 074213.19 per paragraph 2.5 specifies integrated louvers, however the louver head and sill do not line up with the panel module heights. Will standard louver head and sill details be acceptable as long as the insulated metal wall panels manufacturer maintains the 20 year weathertight warranty?

• Obtaining a 20-year warranty is essential for this project. The Architect will work with the selected manufacturer to modify some detailing to meet their requirements.

30. Section 074213.19 per paragraph 2.6 specifies the Sun Screens to be integrated, but the details in the drawings do not reflect this. See attached for details from the basis of design for an integrated system. The DS Sunshade drawing shows the sunshades going into tubes, but this project will have a similar installation on studs. Please advise if this is the intent and will be required?

• The Architect will work with the selected manufacturer to modify some detailing to meet their requirements.

31. The membrane roofing will be replaced after the insulated metal wall panels have been installed. In many of the details there is a two-piece expansion joint labeled as 076200.F & G. Based upon the configuration this may allow some drainage between the air/membrane barrier and back of




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the flashing, becoming unhooked off the cleat, and difficult to install after the installation of insulated meta wall panels. Would the attached detail B5 sheet A520 which has been slightly modified to allow and or prevent the items above be acceptable?

• Please refer to attached Drawing AD-01 that clarifies the base flashing in Typical Base Detail B5.

32. The roof specs are for EPDM and the details are for modified. What are we to bid?

• Not applicable to this project.

33. The demolitions drawings say tear off the existing roofs and the roof plan mention overlay. What are we to bid?

• This project requires a total tear off of the existing roofing membrane. No overlay permitted.

07.2 Wall Panels Scope of Work:

34. Section B, Item 1: Calls out perforated panels. Is the spec section 055000 included in this scope of work?

• Yes, Add section 055000 Metal fabrications in its entirety

35. Please clarify who is responsible for the aluminum ladders and safety cages found in 055000.

• Wall Panel package will be responsible for these

36. Does the metal panel Mock-up need to be the final color?

• No. Color does not matter, but it needs to be the same system. Testing will be by others.

37. Section B, Item 8: Reads to include the required testing for the panel system, but spec section 074213.19-14, 3.6 D states “Owner shall engage a qualified testing agency to perform tests and inspections. Please define whom is responsible for contracting the qualified testing agency.

• Testing will be by others 07.3 Roofing, Flashing & Sheet Metal Scope of Work:

38. Can Nabholz provide a narrative of how material is to be moved up and down from roof if scaffolding is by others. Tell roofing bidder where they can hoist and stage material, dumpster location. We discussed and alternative staging location on the northwest corner, but could only set up a crane on weekends. Can we leave demolition on the roof?

• All contractors are responsible for their own hoisting to the roofs and moving materials from one area to the other. Overnight staging and dumpsters will only be allowed within the staging area South of Lansing Avenue and as coordinated with both Nabholz and MU. No access is allowed on the West side of the facility except from 5:30 Friday evening until 7:30 Monday morning or as coordinated and approved. Provide a deductive alternate to use crane provided by others for




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hoisting materials to each roof.

39. Will the roof replacement take place over occupied space? –

• Yes. All work required to be underneath will have to be done afterhours and as coordinated. Infectious control measures and interior demolition required to access above ceiling will be by others.

40. Does the building have an existing lighting protection system?

• No

41. Section A, Item 16: Are we to include more walkway protection than is shown on the plans? If so, can a lineal foot inclusion be provided so we are all including the same quantities?

• Include walk-pads/walkway protection as indicated on the drawings

42. Who demo’s the coping?

• Demolition of the parapet coping cap and the framing and blocking at the wall assembly will be by a future demolition package.

43. Section A, Item 18: Why would the roofing contractor be installing roof drains.

• Roof drains to be supplied and installed by future Plumbing package. Roofing package is responsible for flashing in and coordinating locations.

44. Section A, Item 21: Please clarify what this entails.

• Include testing as required per specification and Section 075216 RFI responses above.

45. Section B, Item 4: “Protect existing roofs, including roofs noted as NIC” Please clarify what

this entails. I understood in the pre-bid meeting that this would be covered in other scopes.

• Remove this note- roof protection will be the responsibility of other trades as their work requires.

46. Section B, Item 5. Include all temporary flashing/sealing necessary to meet phasing requirements. Please clarify what this entails.

• This is for sequencing of phasing within the Roofing package. Each trade will be responsible for their own temporary weathertightness between phases.

47. If temporary seal of existing roof to wall demo areas is to fall on roofing contractor, please provide an acceptable detail for what will be adequate and acceptable.

• The wall panel contractor will install their system first and will be responsible for sealing/weather protection at the base of wall to roof detail at the lower roofs. Roofing package to coordinate flashing details and tie-in to maintain roofing warranty.

48. Section B, Item 9: Installation of roof curbs should be by the mechanical contractor

providing the curbs

• Supply and install of roof curbs will be by others. Roof package to include tying in roof system to the curb and maintaining roof warranty.

49. Section D, Item 1: “Provide deductive alternate for a 20-year roof warranty” Will this entail reducing the roof system to a 2-ply assembly to conform to a typical 20-year modified roof system?




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• This only intended for systems that can meet the specification and provide savings for a 20-year warranty in lieu of 30-year.

50. Section E, Item 1: “Provide unit price to repair damaged gyp fill deck” Is this repair of the existing gypsum deck or removal and replacement similar to infill of the existing deck, note 7, on A117 & 118, B32 pm S502? If this is repair, please provide products and procedures required to repair this material.

• Provide a unit price and assumed products for the repair of existing gypsum deck and a separate unit price for the removal and replacement of existing gypsum deck per B32 on S502

51. Please confirm that MEP contractors will be responsible for all MEP equipment disconnects

and modifications.

• Yes

52. Who is responsible for painting striped line referenced in note 10 on sheet A117?

• Roofing package will be responsible

53. 1.5, B - Warranty- 36-month installer’s warranty: Will the liability of our surety need to be maintained for 36 months? This will be an additional cost. The typical agreement between the roof installer, manufacturer and our surety is 24 months.

• 36 months is required. Offer a voluntary alternate if relevant.

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