Date of Addendum: August 2, 2018 Original Date of Contract ... · 14. E0202-D1 - POWER PLAN SECOND...

East School #261 - Phase 2a Reconstruction Addendum No. 003 Rochester City School District CannonDesign Project No. 004827.00

Addendum No. 003,

Date of Addendum: August 2, 2018 Original Date of Contract Documents: July 5, 2018 _____________________________________________________________________________________ Owner Architects and Engineers Rochester City School District CannonDesign Rochester Schools Modernization Office 2170 Whitehaven Road 70 Carlson Road, Suite 200 Grand Island, NY 14072 Rochester, NY 14601 _____________________________________________________________________________________ This Addendum amends Drawings and/or Specifications and/or Addenda for the above titled project, as indicated below, and is hereby incorporated into the Contract Documents as part thereof. Bidders are required to acknowledge receipt of this Addendum in the space provided on the Proposal/Bid Form. _____________________________________________________________________________________ Attachments: Specifications: 004116.02, 004116.03, 004116.04, 004116.05, 226600. Drawings: HM0201.1, A0203, A0610, A1006, A1203, P0001, P601, M501, E0201-C1, E0201-

D1, E0201-D2, E0201-E, E0201-F, E0202-D1, E0202-D2, E0202-F, E0203-D1, E0203-F.

RFIs: PB-0001, PB-0003, PB-0004, PB-005, PB-0013, PB-0014, PB-0016, PB-0017, PB-

0018, PB-0019, PB-0020, PB-0021, PB-0022, PB-0023, PB-0024, PB-0025, PB-0025-A, PB-0026, PB-0027, PB-0028, PB-0029, PB-0030, PB-0031, PB-0032, PB-0033, PB-0034, PB-0035, PB-0036, PB-037, PB-0037-A, PB-0038, PB-0038-A, PB-0039, PB-0040, PB-0041, PB-0042, PB-0043, PB-0044, PB-0045, PB-0046, PB-0047, PB-0048, PB-0049, PB-0050, PB-0051, PB-0051-A, PB-0052, PB-0053, PB-0054, PB-0055.

_____________________________________________________________________________________

SPECIFICATIONS (PROJECT MANUAL)

1. 000110 – TABLE OF CONTENTS

A. Add the following:

“226600 Chemical-Waste Systems for Laboratory an Healthcare Facilities”

2. 001113 – ADVERTISEMENT FOR BIDS

A. Change bid date from “August 8, 2018” to “August 13, 2018.”

3. 002113 – INSTRUCTIONS TO BIDDERS

A. Article 15.01, Paragraph “1”: Change “Equivalent Review Form (Section 00 63 19)” to “Bidder’s Equivalent Proposal Form (Section 004325.3).”

4. 004116.02 – BID FORM – CONTRACT NO. 2 – GENERAL CONSTRUCTION WORK

A. Incorporate this revised Section reissued as an attachment to this Addendum.

5. 004116.03 – BID FORM – CONTRACT NO. 3 – MECHANICAL WORK


6. 004116.04 – BID FORM – CONTRACT NO. 4 – ELECTRICAL WORK



Addendum No. 003,

7. 004116.05 – BID FORM – CONTRACT NO. 5 – PLUMBING WORK


8. 004321 – ALLOWANCES

A. Article 3.3: Add Paragraph “I.”

“I. Allowance 9 (Contract No. 4 – Electrical Work): Include a lump sum allowance of Sixty Thousand Dollars ($60,000.00) in the Electrical Contract No. 4 base bid proposal to the Owner, for payment of material, labor, equipment, and fees from the local utility provider (RG&E) as a result of installing a new electrical service.”

9. 004322 – UNIT PRICES

A. Article 3.1: Add Unit Cost #5.

1. Item Name: “Mason for Miscellaneous Work Activities as Directed by Construction Manager.”

2. Unit: “Per Hour.”

B. Article 3.1: Add Unit Cost #6.

1. Item Name: “Operator for Miscellaneous Work Activities as Directed by Construction Manager.”

2. Unit: “Per Hour.”

10. 004383 – MILESTONE SCHEDULE AND CRITICAL SUBMITTALS

A. Article 1.1: Add Paragraph “C.”

C. The Pike Company East High Prelim Baseline Schedule dated 06/29/18 located at the end of Section 004383.”

B. Article 1.2, Paragraph B, Subparagraph 5: After the words “or the Construction Manager is”; ADD the word “not.”

C. Article 1.4, Paragraph A, Subparagraph 1: Before the words” “Submit to the Constriction Manager”; ADD the words “Each Prime Contractor shall.”

D. Article 1.4, paragraph A, Subparagraph 2: In the first sentence after the words :The Project Schedule shall include a written narrative”; ADD the words “from each Prime Contractor shall.”

E. Article 1.4, Paragraph B: In the first paragraph after the words “Project Schedule Update and Progress Report:” ADD the words “Each Prime Contractor.”

F. Guideline Schedule, “Contractor’s Pre-bid RFI Submission:

1. Change “August 1, 2018 at 3:00 pm” to “August 6, 2018 at 3:00pm.”

G. Guideline Schedule, “Bids Received”:

1. Change “August 8, 2018” to “August 13, 2018.”

11. 004393 – BID SUBMITTAL CHECKLIST

A. Paragraph “E”: Change “Equivalent Review Form (Section 006319)” to “Bidder’s Equivalent Proposal Form (Section 004325.3)”

12. 011200 – MULTIPLE CONTRACT SUMMARY

A. Article 1.3, Paragraph 1: DELETE the date of “May 25, 2018” and REPLACE with the date “June 5, 2018.”

B. Article 1.5, Paragraph E: DELETE paragraph in its entirety and REPLACE with “Because of the amount of work that is required to be completed within Phases 1A, 1B, 1C, 1D, 2A


Addendum No. 003,

and 2B; and the short duration in which the work must be completed in; each Prime Contractor must work extended hours, second shift and weekends from the start of construction for each phase until such time that each work activity is on schedule. If each schedule activity is being maintained, and agreed to by the Construction Manager, Contractors may return to normal work hours. However, if any schedule activity falls behind schedule by more than two (2) days the responsible Prime Contractor(s) must return to working extended hours, second shift and weekends until such time as each schedule activity is back on schedule.”

C. Article 1.6, Paragraph B, Subparagraph 1: At the end of the paragraph ADD the following: “The Owner, facility and students are not allowed within the limits of construction for each phase while construction is taking place.”

D. Article 1.9, Paragraph A, Subparagraph 11: After the second sentence ADD the following; “Each Prime Contractor must breakdown all boxes, container, crates, debris, etc. to their smallest size prior to placing into the dumpster.”

E. Article 1.9, Paragraph A, Subparagraph 42: In the last sentence DELETE the words “ninety (90) calendar days” and REPLACE with the words “one hundred twenty (120) calendar days.”

F. Article 1.9, Paragraph B, Subparagraph 8, Sub-subparagraph b: After the words “and seed area” ADD the words “within the Construction Manager’s Field Office, Contractor Office and Staging Area.”

G. Article 2.2, Paragraph A, Subparagraph 10, Sub-subparagraph g: DELETE in its entirety and REPLACE with “Project monitoring and air sampling shall be the responsibility of the General Construction Work Contract No. 2. Abatement activities shall be coordinated through the Construction Manager.”

H. Article 2.2, Paragraph C, Subparagraph 64, Sub-subparagraph L: After the first sentence ADD the following sentence; “Electrical Contractor is not responsible for site grading and site restoration within the fenced in area of the electrical generator pad; however the Electrical Contractor is responsible to provide their own excavation and backfill for conduit trenches and concrete vaults within the fenced in area on the electrical generator pad.”

I. Article 2.2, Paragraph C, Subparagraph 64, Sub-subparagraph q: After the first sentence ADD the following sentences; “The Electrical Contractor is not responsible for the concrete pad for the electrical generators, reference Drawing C0020. However, the Electrical Contractor is responsible for any concrete vaults and concrete encasement, etc. within the area of the electrical generator pad.”

J. Article 2.2, Paragraph C: Add Subparagraph “66.”

“66. Contractor is to carefully disconnect and remove one hundred (100) interactive white board assemblies, including projectors, brackets, and associated cables, from classrooms prior to the start of each construction phase. Contractor shall package each unit and transport to the School District’s warehouse located on Hudson Avenue.”

13. 013216 – CONTRACTOR’S CONSTRUCTION SCHEDULE

A. Article 2.1, Paragraph A: DELETE “#1” and REPLACE with “No.2.”

14. 013513 – SPECIAL PROJECT REQUIREMENTS

A. Footer: DELETE “013226 CONSTRUCTION PROGRESS REPORTS” and REPLACE with “013513 SPECIAL PROJECT REQUIREMENTS.”

B. Article 1.11, Paragraph C: In the last sentence DELETE “#1” and REPLACE with “No. 2.”

15. 015000 – TEMPORARY FACILITIES AND CONTROLS

A. Article 3.8, Paragraph B, Subparagraph 21: In the first sentence DELETE “#3” and REPLACE with “No. 4.”


Addendum No. 003,

B. Article 3.8, Paragraph B, Subparagraph 32, Sub-subparagraph b: DELETE “#1” and REPLACE with “No. 2.”

C. Article 3.8, Paragraph B, Subparagraph 32, Sub-subparagraph e: In third and fourth sentence DELETE “#1” and REPLACE with “No. 2.”

D. Article 3.8, Paragraph C, Subparagraph 1, Sub-subparagraph c: DELETE “#3” and REPLACE with “No. 4.”

16. 015500 – ACCESS ROADS, PARKING AND STAGING AREAS

A. Article 1.01: ADD “C. Phasing Plans Dated 06/26/18 – 8 pages”

17. 087100 – DOOR HARDWARE

A. Add the following Hardware Set:

Set: 3.1

2 Continuous Hinge – Metal Door SL14-HD CL SL

1 Mullion 9954 VD

2 Rim Exit Device x Classroom x thru XP99L 996L(Std) 07 SNB US26D VD bolts

3 Cylinder and Core Coordinate with Locking Device and Everest UL437 Facility Key-ing Requirements

2 Door Closer x Stop Arm 4040XP CUSH TB AL LC

1 Mullion Gasketing 5100N NG

2 Sweep

1 Perimeter Gasket

18. 226600 – CHEMICAL-WASTE SYSTEMS FOR LABORATORY AND HEALTHCARE FACILITIES

A. Incorporate this new Section attached to this Addendum.

DRAWINGS

1. HM0201.1 – LEVEL 01 HAZARDOUS MATERIALS REMOVAL PLAN – AREA ‘A, B, D2’

A. Incorporate this revised Drawing reissued as an attachment to this Addendum.

2. A0203 – PARTIAL ENLARGED CTE PLANS


3. A0610 – INTERIOR ELEVATIONS


4. A1006 - DOORS SCHEDULE - LEVEL 01


5. A1203 - ROOM FINISH SCHEDULE


6. P0001 - PLUMBING LEGEND


7. P601 - PLUMBING DETAILS


Addendum No. 003,


8. M501 – SCHEDULES


9. E0201-C1 - POWER PLAN FIRST FLOOR C WING


10. E0201-D1 - POWER PLAN FIRST FLOOR D1 WING


11. E0201-D2 - POWER PLAN FIRST FLOOR D2 WING


12. E0201-E - POWER PLAN FIRST FLOOR E WING


13. E0201-F - POWER PLAN FIRST FLOOR F WING


14. E0202-D1 - POWER PLAN SECOND FLOOR D1 WING


15. E0202-D2 - POWER PLAN SECOND FLOOR D2 WING


16. E0202-F - POWER PLAN SECOND FLOOR F WING


17. E0203-D1 - POWER PLAN THIRD FLOOR WING D1


18. E0203-F - POWER PLAN THIRD FLOOR WING F


19. ALL TELECOM DEMOLITION DRAWINGS

A. Remove General Demolition “Note B” from all Telecom Demolition Drawings which include the following:

1. D0901-1 - LEVEL 01 DEMOLITION PLAN - AREA 'A, B, D2' 2. D0901-2 - LEVEL 01 DEMOLITION PLAN – AREA ‘C1, C2’ 3. D0901-3 - LEVEL 01 DEMOLITION PLAN – AREA ‘D1, F’ 4. D0901-4 - LEVEL 01 DEMOLITION PLAN – AREA ‘E’ 5. D0902-1 - LEVEL 02 DEMOLITION PLAN – AREA ‘A, B, D2’ 6. D0902-2 - LEVEL 02 DEMOLITION PLAN – AREA ‘C1, C2’ 7. D0902-3 - LEVEL 02 DEMOLITION PLAN – AREA ‘D1, F’ 8. D0903-1 - LEVEL 03 DEMOLITION PLAN – AREA ‘D1, F’


Addendum No. 003,

REQUESTS FOR INFORMATION (RFIs)

RFI Numbers PB-0001, PB-0003, PB-0004, PB-005, PB-0013, PB-0014, PB-0016, PB-0017, PB-0018, PB-0019, PB-0020, PB-0021, PB-0022, PB-0023, PB-0024, PB-0025, PB-0025-A, PB-0026, PB-0027, PB-0028, PB-0029, PB-0030, PB-0031, PB-0032, PB-0033, PB-0034, PB-0035, PB-0036, PB-037, PB-0037-A, PB-0038, PB-0038-A, PB-0039, PB-0040, PB-0041, PB-0042, PB-0043, PB-0044, PB-0045, PB-0046, PB-0047, PB-0048, PB-0049, PB-0050, PB-0051, PB-0051-A, PB-0052, PB-0053, PB-0054, and PB-0055 are being issued as attachments to this Addendum for informational purposes only, and are not intended to be incorporated into the Contract Documents.

END OF ADDENDUM NO. 003

East School #261 – Phase 2a Reconstruction Revised and Reissued: August 2, 2018 Rochester City School District Addendum No. 003 CannonDesign Project No. 004827.00 SED # 26-16-00-01-0-103-035 DWT SED # 26-16-00-01-7-999-019

East School #261 004116.02-1 BID FORM CONTRACT #2

SECTION 004116.02 - BID FORM – CONTRACT NO. 2 GENERAL CONSTRUCTION WORK

1.1 To the Rochester Joint Schools Construction Board (“RJSCB” or “Owner”):

The undersigned proposes to do all the work and furnish all material necessary for RCSD East School #261 – Phase 2a Reconstruction of the RSMP (herein, “Project”). (Use only one bid form per contract being bid): _______________________________________________________________

Company Name

1.1.1 In accordance with drawings and specifications therefore and addenda comprising the Contract Documents, for the lump sum of:

Bid (not including Allowances ) $_________________________

Allowance C-01-01 C-02-01 $_________________________ Allowance C-01-02 C-02-05 $_________________________ Allowance C-01-03 C-02-06 $_________________________ Allowance C-01-04 C-02-07 $_________________________ Allowance C-02-08 $__________________________ TOTAL BASE BID (Including All Allowances C-01-01 through C-01-04 All inclusive) $_______________________________________ Amount in Figures _______________________________________________________________ Dollars Amount in Writing herein referred to as the “Base Bid.”

1.2 ALLOWANCES

Refer to section 004321 “Allowances” for description of Allowances, where used. Allowances are to be included in base bid amount and are to be used for items not identified in the contract documents. Unit Price Costs will be used to add or delete scope from allowances when directed by the Owner or Construction Manager.



1.3 ALTERNATES Refer to section 004323 “Alternates”, for description of Alternate Bids. The Bidder is responsible for determining the Alternates that influence its Work; the Bidder will enter the cost to be added to or deducted from its Base Bid per the Alternate Bid descriptions. Any or no entry in the space provided for each Alternate Bid, which does not reflect a change in cost, shall be interpreted as a $0.00 change to the Bidder’s Base Bid. An Alternate bid may be an Add or Deduct to the Contract. Failure to recognize change in cost, when Work of an Alternate Bid relates to the Base Bid provided under paragraph one could affect the apparent low bid. ALTERNATE BIDS:

1. Alternate 1. – A/C in Locker Room: Add - ____________________________________________________ Dollars ($__________________)

2. Alternate 2. – A/C in Gymnasium: Add - ____________________________________________________ Dollars ($__________________)

3. Alternate 3. – Remove/New Flooring in Cafeteria:

Add - ____________________________________________________ Dollars ($__________________)

4. Alternate 4. – New Operable Partition in Cafeteria: Add - ____________________________________________________ Dollars ($__________________)

5. Alternate 5. – New Lockers in Lieu of Refinishing: Add - ____________________________________________________ Dollars ($__________________)

6. Alternate 6. – Polish Terrazzo Flooring: Add - ____________________________________________________ Dollars ($__________________)



The total Base Bid, together with any approved Alternates, once accepted and awarded by the Owner, shall be referred to as the “Contract Sum.” The Contract Sum may be modified in accordance with the General Conditions (Section 007216).

1.4 UNIT PRICES Refer to Section 004322 “Unit Prices”, for description of Unit Prices. For Owner’s information and for changing quantities of work items from those indicated by the Contract Drawings, upon written instruction from the Architect or Construction Manager, the Contractor shall submit unit prices (which must include all accessories, hangers, labor, materials, fire stopping, terminations, etc.). Unit prices include mark up, profit and overhead. Changes to the work shall be in accordance with the General Conditions (007216).



Unit Cost #

ITEM NAME Value Unit

1 Temporary Dust Partition

$ Per Square Foot

2 Temporary Dust and Barrier Partition

$ Per Square Foot

3 Laborer for Miscellaneous Work Activities as Directed by Construction Manager

$ Per Hour

4 Carpenter for Miscellaneous Work Activities as Directed by Construction Manager

$ Per Hour

5

Mason for Miscellaneous Work Activities as Directed by Construction Manager

$ Per Hour

6 Operator for Miscellaneous Work Activities as Directed by Construction Manager

$ Per Hour

1.5 PROJECT PHASING AND MILESTONES If awarded the Contract, the undersigned bidder agrees to complete the entire work on or before the milestones and dates as denoted in Section 004383 “MILESTONE SCHEDULE & CRITICAL SUBMITTALS.” This includes working multiple shifts, or overtime, as directed by the Construction Manager to meet milestones.



1.6 ADDENDA Receipt of the following addenda to the Contract Documents are acknowledged:

Addendum No. ________________ Date__________________ Addendum No. ________________ Date__________________ Addendum No. ________________ Date__________________ Addendum No. ________________ Date__________________

1.7 Give the name of each person, firm or corporation interested in the above bid. If the undersigned bidder is:

1. An individual, give full name ___________________________________. 2. A partnership under an assumed name, give name of each principal:

___________________________________________________________.

3. A corporation, give full legal name_______________________________ ___________________________________________________________.

4. Give the name of each person, firm or corporation other than the

bidder having an interest in bids of the Contract proposed to be taken ___________________________________________________________.

2.1 CERTIFICATION OF NON-COLLUSION IN BIDDING

1. By submission of this bid, each bidder and each person signing on behalf of any bidder certifies, and in the case of a joint bid, each party thereto certifies as to its own organization, under penalty of perjury that to the best knowledge and belief: 1. The prices of this bid have been arrived at independently without

collusion, consultation, communication, or agreement, for the purpose of restricting competition, as to any matter relating to such prices with any other bidder or with any competitor.

2. Unless otherwise required by law, the prices which have been quoted in this bid have not been knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder prior to opening, directly or indirectly, to any other bidder or to any competitor; and



3. No attempt has been made or will be made by the bidder to induce any other person, partnership or corporation to submit or not to submit a bid for the purpose of restricting competition.

____________________________________ BY__________________________________ FULL LEGAL NAME OF FIRM OR AUTHORIZED SIGNATURE CORPORATION _____________________________________ _____________________________________ ADDRESS TYPED NAME OF AUTHORIZED SIGNATURE/TITLE _____________________________________ _____________________________________ CITY, STATE, ZIP CODE TELEPHONE NUMBER _____________________________________ _____________________________________ DATE E-MAIL ADDRESS NOTICE TO BIDDERS 3.1 All bid forms shall be signed by the name of the person, firm or corporation submitting the

bid, indicating by long-hand signature the person duly authorized to sign in behalf of such person, firm, or corporation and shall contain the business address of the bidder.

3.2 Bidders are required to submit unit prices only if required by the specifications. 3.3 Owner reserves the right to award contract to include any of the Alternates. Accordingly,

bidders are required to bid on all Alternates called for in the specifications. However, Owner reserves the right to waive this requirement.

3.4 No bids on different kinds of work may be combined, grouped or added together except to make the lump sum total of work called for under any one contract.

3.5 All items on the bid form shall be filled in as called for, and the completed bid form shall be without interlineation, alteration or erasure; and shall not contain a bid or bids, or form of bid or bids, other than called for.

END OF SECTION 004116.02



SECTION 004116.03 - BID FORM – CONTRACT NO. 3 – MECHANICAL WORK



Company Name


Bid (not including Allowances ) $_______________________________ Allowance C-02-01C-03-02 $_______________________________ Allowance C-02-02 $_______________________________ TOTAL BASE BID (Including Allowances C-02-01 through C-02-02 all inclusive) $_______________________________________ Amount in Figures ________________________________________________________________Dollars Amount in Writing , herein referred to as the “Base Bid.”

1.2 ALLOWANCES

Refer to section 004321 “Allowances” for description of Allowances, where used. Allowances are to be included in base bid amount and are to be used for items not identified in the contract documents. Unit Price Costs will be used to add or delete scope from allowances when directed by the Owner or Construction Manager. 1.3 ALTERNATES Refer to section 004323 “Alternates”, for description of Alternate Bids. The Bidder is responsible for determining the Alternates that influence its Work; the Bidder will enter the cost to be added to or deducted from its Base Bid per the Alternate Bid descriptions.



Any or no entry in the space provided for each Alternate Bid, which does not reflect a change in cost, shall be interpreted as a $0.00 change to the Bidder’s Base Bid. An Alternate bid may be an Add or Deduct to the Contract. Failure to recognize change in cost, when Work of an Alternate Bid relates to the Base Bid provided under paragraph one could affect the apparent low bid. ALTERNATE BIDS:



3. Alternate 3. – Remove/New Flooring in Cafeteria: Add - ____________________________________________________ Dollars ($__________________)



6. Alternate 6. – Polish Terrazzo Flooring: Add - ____________________________________________________ Dollars ($__________________) The total Base Bid, together with any approved Alternates, once accepted and awarded by the Owner, shall be referred to as the “Contract Sum.” The Contract Sum may be modified in accordance with the General Conditions (Section 00 72 16).



1.5 PROJECT PHASING AND MILESTONES If awarded the Contract, the undersigned bidder agrees to complete the entire work on or before the milestones and dates as denoted in Section 00 43 83 “MILESTONE SCHEDULE & CRITICAL SUBMITTALS.” This includes working multiple shifts, or overtime, as directed by the Construction Manager to meet milestones. 1.6 ADDENDA Receipt of the following addenda to the Contract Documents are acknowledged:




___________________________________________________________.









2. Unless otherwise required by law, the prices which have been

quoted in this bid have not been knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder prior to opening, directly or indirectly, to any other bidder or to any competitor; and


____________________________________ BY__________________________________ FULL LEGAL NAME OF FIRM OR AUTHORIZED SIGNATURE CORPORATION _____________________________________ _____________________________________ ADDRESS TYPED NAME OF AUTHORIZED SIGNATURE/TITLE _____________________________________ _____________________________________ CITY, STATE, ZIP CODE TELEPHONE NUMBER _____________________________________ _____________________________________ DATE E-MAIL ADDRESS NOTICE TO BIDDERS 3.1 All bid forms shall be signed by the name of the person, firm or corporation submitting

the bid, indicating by long-hand signature the person duly authorized to sign in behalf of such person, firm, or corporation and shall contain the business address of the bidder.








SECTION 004116.04 - BID FORM – CONTRACT NO. 4 – ELECTRICAL WORK



Company Name


Bid (not including Allowances ) $_____________________________ Allowance C-03-01C-04-03 $_____________________________ Allowance C-03-02C-04-09 $_____________________________

TOTAL BASE BID (Including All Allowances C-03-01 through C-03-02 all inclusive) $_______________________________________ Amount in Figures ________________________________________________________________Dollars Amount in Writing , herein referred to as the “Base Bid.”

1.2 ALLOWANCES

Refer to section 004321 “Allowances” for description of Allowances, where used. Allowances are to be included in base bid amount and are to be used for items not identified in the contract documents. Unit Price Costs will be used to add or delete scope from allowances when directed by the Owner or Construction Manager. 1.3 ALTERNATES Refer to section 004323 “Alternates”, for description of Alternate Bids. The Bidder is responsible for determining the Alternates that influence its Work; the Bidder will enter the cost to be added to or deducted from its Base Bid per the Alternate Bid descriptions.



Any or no entry in the space provided for each Alternate Bid, which does not reflect a change in cost, shall be interpreted as a $0.00 change to the Bidder’s Base Bid. An Alternate bid may be an Add or Deduct to the Contract. Failure to recognize change in cost, when Work of an Alternate Bid relates to the Base Bid provided under paragraph one could affect the apparent low bid. ALTERNATE BIDS:









1.5 PROJECT PHASING AND MILESTONES If awarded the Contract, the undersigned bidder agrees to complete the entire work on or before the milestones and dates as denoted in Section 00 43 83 “MILESTONE SCHEDULE & CRITICAL SUBMITTALS.” This includes working multiple shifts, or overtime, as directed by the Construction Manager to meet milestones. 1.6 ADDENDA Receipt of the following addenda to the Contract Documents are acknowledged:




___________________________________________________________.









2. Unless otherwise required by law, the prices which have been

quoted in this bid have not been knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder prior to opening, directly or indirectly, to any other bidder or to any competitor; and











SECTION 004116.04 - BID FORM – CONTRACT NO. 5 – PLUMBING WORK



Company Name


Bid (not including Allowances ) $_____________________________ Allowance C-04-01C-05-05 $_____________________________ Allowance C-04-02 $_____________________________

TOTAL BASE BID (Including Allowances C-04-01 through C-04-02 all inclusive) $_______________________________________ Amount in Figures ________________________________________________________________Dollars Amount in Writing , herein referred to as the “Base Bid.”

1.2 ALLOWANCES

Refer to section 004321 “Allowances” for description of Allowances, where used. Allowances are to be included in base bid amount and are to be used for items not identified in the contract documents. Unit Price Costs will be used to add or delete scope from allowances when directed by the Owner or Construction Manager. 1.3 ALTERNATES Refer to section 004323 “Alternates”, for description of Alternate Bids. The Bidder is responsible for determining the Alternates that influence its Work; the Bidder will enter the cost to be added to or deducted from its Base Bid per the Alternate Bid descriptions. Any or no entry in the space provided for each Alternate Bid, which does not reflect a change in cost, shall be interpreted as a $0.00 change to the Bidder’s Base Bid. An Alternate bid may be



an Add or Deduct to the Contract. Failure to recognize change in cost, when Work of an Alternate Bid relates to the Base Bid provided under paragraph one could affect the apparent low bid. ALTERNATE BIDS:







1.5 PROJECT PHASING AND MILESTONES If awarded the Contract, the undersigned bidder agrees to complete the entire work on or before the milestones and dates as denoted in Section 00 43 83 “MILESTONE SCHEDULE &



CRITICAL SUBMITTALS.” This includes working multiple shifts, or overtime, as directed by the Construction Manager to meet milestones. 1.6 ADDENDA Receipt of the following addenda to the Contract Documents are acknowledged:




___________________________________________________________.







2. Unless otherwise required by law, the prices which have been quoted in this bid have not been knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder prior to opening, directly or indirectly, to any other bidder or to any competitor; and



3. No attempt has been made or will be made by the bidder to

induce any other person, partnership or corporation to submit or not to submit a bid for the purpose of restricting competition.








East School #261 - Phase 2a Reconstruction Issued: August 2, 2018

Rochester City School District Addendum No. 003

CannonDesign Project No. 004827.00

CHEMICAL-WASTE SYSTEMS FOR LABORATORY 226600 - 1

SECTION 226600 - CHEMICAL-WASTE SYSTEMS FOR LABORATORY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Single-wall piping.

2. Piping specialties.

1.3 DEFINITIONS

A. CR: Chlorosulfonated polyethylene synthetic rubber.

B. FPM: Vinylidene fluoride-hexafluoro propylene copolymer rubber.

1.4 PERFORMANCE REQUIREMENTS

A. Single-Wall Piping Pressure Rating: 10 feet head of water.

1.5 ACTION SUBMITTALS

A. Product Data: For each type of product indicated.

1.6 CLOSEOUT SUBMITTALS

A. Operation and Maintenance Data: For chemical-waste specialties and neutralization basin, to

include in emergency, operation, and maintenance manuals.

1.7 MAINTENANCE MATERIAL SUBMITTALS

A. Furnish extra materials that match products installed and that are packaged with protective

covering for storage and identified with labels describing contents.

1. Neutralization-Tank Limestone: Equal to 200 percent of amount required for each tank

sump initial charge. Furnish limestone in 50-lb bags.





1.8 DELIVERY, STORAGE, AND HANDLING

A. Deliver and store piping and specialties with sealing plugs in ends or with end protection.

B. Do not store plastic pipe or fittings in direct sunlight.

C. Protect pipe, fittings, and seals from dirt and damage.

PART 2 - PRODUCTS

2.1 SINGLE-WALL PIPE AND FITTINGS

A. PP Drainage Pipe and Fittings: ASTM F 1412, pipe extruded and drainage-pattern fittings

molded, with Schedule 40 dimensions, from PP resin with fire-retardant additive complying

with ASTM D 4101; with fusion-joint ends.

1. Manufacturers: Subject to compliance with requirements, available manufacturers

offering products that may be incorporated into the Work include, but are not limited to,

the following:

a. IPEX Inc.

b. Orion Fittings, Inc.; a division of Watts Water Technologies, Inc.

c. Zurn Plumbing Products Group; Chemical Drainage Systems.

B. PVC Drainage Pipe and Fittings: ASTM D 2665, pipe and drainage-pattern fittings.

2.2 JOINING MATERIALS

A. Solvent Cement for Joining PVC Piping: ASTM D 2564. Include primer according to

ASTM F 656.

1. PVC solvent cement shall have a VOC content of 510 g/L or less when calculated

according to 40 CFR 59, Subpart D (EPA Method 24).

2. Adhesive primer shall have a VOC content of 550 g/L or less when calculated according

to 40 CFR 59, Subpart D (EPA Method 24).

2.3 PIPING SPECIALTIES

A. Neutralization Basin:

1. Manufacturers: Subject to compliance with requirements, [provide products by one of

the following] [available manufacturers offering products that may be incorporated into

the Work include, but are not limited to, the following]:

a. IPEX Inc.

b. Orion Fittings, Inc.; a division of Watts Water Technologies, Inc.

c. Sloane, George Fischer Inc.

http://www.specagent.com/LookUp/?ulid=2933&mf=04&src=wd

http://www.specagent.com/LookUp/?uid=123456811354&mf=04&src=wd



http://www.specagent.com/LookUp/?ulid=2947&mf=04&src=wd








d. Town & Country Plastics, Inc.

e. <Insert manufacturer's name>.

2. Material: Corrosion-resistant HDPE, with removable base.

3. End Connections: Mechanical joint.

4. Neutralization Basin: 6-gal. capacity, with clear base unless colored base is indicated;

with NPS 1-1/2 inlets and one NPS 1-1/2 side outlet.

PART 3 - EXECUTION

3.1 PIPING INSTALLATION

A. Chemical-Waste Piping Inside the Building:

1. Install piping next to equipment, accessories, and specialties to allow service and

maintenance.

2. Transition and special fittings with pressure ratings at least equal to piping pressure rating

may be used unless otherwise indicated.

3. Flanges may be used on aboveground piping unless otherwise indicated.

4. Install piping in concealed locations unless otherwise indicated and except in equipment

rooms and service areas.

5. Install piping at indicated slopes.

6. Install piping free of sags and bends.

7. Install fittings for changes in direction and branch connections.

8. Verify final equipment locations for roughing-in.

3.2 JOINT CONSTRUCTION

A. Chemical-Waste Piping Inside the Building:

1. Plastic-Piping Electrofusion Joints: Make polyolefin drainage-piping joints according to

ASTM F 1290.

2. Dissimilar-Material Piping Joints: Make joints using adapters compatible with both

system materials.

3. PVC Nonpressure Piping Joints: Join piping according to ASTM D 2665.

3.3 NEUTRALIZATION BASIN INSTALLATION

A. Install neutralization basin on smooth and level. Include full initial charge of limestone.

3.4 LEAK-DETECTION SYSTEM INSTALLATION

A. Single-Pipe, Chemical-Waste Sewerage Piping: Install leak-detection system below piping.






3.5 CONNECTIONS

A. Drawings indicate general arrangement of piping, fittings, and specialties.

3.6 PIPING SCHEDULE

A. Transition and special fittings with pressure ratings at least equal to piping pressure rating may

be used in applications below unless otherwise indicated.

B. Single-Wall, Chemical-Waste Sewerage Piping: Use one of the following piping materials for

each size range:

1. NPS 1-1/2 to NPS 4: PP drainage pipe and fittings and electrofusion joints.

2. NPS 1-1/2 to NPS 4: PVC drainage pipe and fittings and solvent-cemented joints.

END OF SECTION 226600

Cannon Design2170 Whitehaven RoadGrand Island, New York 14072-2025Phone: (716) 773-6800Fax: (716) 774-3460

Project: 004827.00 - Rochester CSD-East School Modernization1801 East Main Street

Rochester, New York 14618

Subject: 096813-Carpeting-EMCO Commercial Flooring, Inc.TO: Rebecca Williams (Cannon Design)

FROM: Judy Richards (Cannon Design)

2170 Whitehaven RoadBuffalo, New York 14072

DATE INITIATED: 07/23/ 2018 STATUS: Closed

LOCATION: DUE DATE: 07/30/2018

COST CODE: REFERENCE:

COST IMPACT: SCHEDULE IMPACT:

DRAWING NUMBER: SPEC SECTION:

LINKED DRAWINGS:

RECEIVED FROM: Judy Richards (Cannon Design)

COPIES TO:

Question from Judy Richards (Cannon Design) at 07:37 AM on 07/23/2018refer to attached

Attachments:RFI East School.pdf

Official Response: Jared Messina (Cannon Design) responded on Monday, July 30th, 2018 at 2:35PM EDTPer A1200, the accent carpet (CPT-2) will make up 25% of the installation. The patterned will be randomized. A layout will be provided for a typicallayout from the carpet manufacturer rep for further clarification during the submittal phase (post bid).Attachments:

BY DATE COPIES TO

Cannon Design Page 1 of 1 Printed On: 07/30/2018 02:36 PM

Request For Information #PB-0001

https://storage.procore.com/v4/d/us-east-1/pro-core.com/prostore/20180723113732_production_1751815868.pdf?sig=a58d936a0f38d6148c7077a1a3961287ea113569fd9adadcb89242b8f3c3d8de




Subject: Manning Squires Hennig Co. IncTO: Mark Bollin (The Pike Company, Inc)

Ed Jones (Watts Architecture & Engineering)William Zografos (Cannon Design)

FROM: Judy Richards (Cannon Design)2170 Whitehaven RoadBuffalo, New York 14072






LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 07:03 AM on 07/25/20181. Note AA-26 indicates that contractor to paint and patch ACM suspended ceilings, should paint patch be changed to properly remove.

1. Please clarify if contract 2 is to include the concrete pad, earthwork, and stone base for the electrical generator. Section 11200 2.2-A part 13 and93 indicates it is by GC, however Electrical Contractor MCS 2.2-C 64 L and Q states that the EC shall include all concrete pads for theirequipment, and site electrical work (dig and back fill)

1. Please clarify the scope of contract 2 in regards to air monitoring. There is a conflict in section 11200 between 2.2 -A part 10 -G and 11.

1. Please confirm the allowance for dust walls and barriers only pertains to those walls and barriers not shown on the construction documents.

1. Please clarify if contract 2 is to include wood blocking for roof top equipment. Section 11200 2.2-A part 23 indicates it is by GC, howeverMechanical Contractor MCS 2.2-B 50 states that the ME shall include all woof blocking for new roof top equipment

Official Response: Mark Bollin (The Pike Company, Inc) responded on Tuesday, July 31st, 2018 at 10:13AM EDTQuestion No. 1 - Note AA-26 indicates that contractor to paint and patch ACM suspended ceilings, should paint patch be changed to properly remove.Pike Response to Question No. 1 - The response to this question must come from Cannon and/or Watts. Question No. 2 - Please clarify if contract 2 is to include the concrete pad, earthwork, and stone base for the electrical generator. Section 11200 2.2-Apart 13 and 93 indicates it is by GC, however Electrical Contractor MCS 2.2-C 64 L and Q states that the EC shall include all concrete pads for theirequipment, and site electrical work (dig and back fill)Pike Response to Question No. 2 - General Construction Work Contract No. 2 is responsible for the concrete pad, earthwork, and stone base for theelectrical generator. Section 011200 Article 2.2 C 64. l refers to site electrical work outside of the electrical generator pad; however the ElectricalConstruction Work Contract No. 4 is responsible to provide their own excavation and backfill for conduit trenches within the area on the electricalgenerator pad. Section 011200 Article 2.2 C 64. Q refers to all concrete and pre-cast pads outside the area of the electrical generator pad. This willbe clarified via addendum. Question No. 3 - Please clarify the scope of contract 2 in regards to air monitoring. There is a conflict in section 11200 between 2.2 -A part 10 -G and11.

Cannon Design Page 1 of 2 Printed On: 07/31/2018 10 :31 AM


Pike Response to Question No. 3 - General Construction Work Contract No. 2 is responsible for the air monitoring in accordance with SpecificationSection 028216 Air Monitoring Services; this will be clarified via addendum. Question No. 4 - Please confirm the allowance for dust walls and barriers only pertains to those walls and barriers not shown on the constructiondocuments.Pike Response to Question No. 4 - Correct; allowance for dust walls and barriers only pertains to those walls and barriers not shown on theconstruction documents. Question No. 5 - Please clarify if contract 2 is to include wood blocking for roof top equipment. Section 11200 2.2-A part 23 indicates it is by GC,however Mechanical Contractor MCS 2.2-B 50 states that the ME shall include all woof blocking for new roof top equipment.Pike Response to Question No. 5 - General Construction Work Contract No. 2 is responsible for the wood blocking for mechanical roof top equipmentbases and curb supports. This will be clarified via addendum.Attachments:

BY DATE COPIES TO

Cannon Design Page 2 of 2 Printed On: 07/31/2018 10:31 AM





Subject: Concord ElectricTO: Mark Bollin (The Pike Company, Inc)








LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 10:57 AM on 07/25/2018, will the work areas in the school be closed to students/ staff so we can work A shift the entire time, with exception to the B shift and OT required fordemolition per the schedule?

Official Response: Mark Bollin (The Pike Company, Inc) responded on Monday, July 30th, 2018 at 11:11PM EDTYes the work areas as identified in the phasing plans will be closed off to the students and staff while construction activities are taking placethroughout that particular phase. The Owner, facility and students are not allowed within the limits of construction for each phase while construction istaking place.Attachments:

BY DATE COPIES TO






Subject: Concord Electric-allowancesTO: William Zografos (Cannon Design)








LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 02:44 PM on 07/25/2018On the electrical bid form there is two spots for allowances, but per the allowance spec section only one electrical allowance of $5,000 is listed.Can you please advise if there are any additional allowances other than the 5K?

Official Response: William Zografos (Cannon Design) responded on Thursday, August 2nd, 2018 at 8:43AM EDTThere will now be two allowances listed on the bid forms that coordinate with the Allowance specification section. One will be for $5,000 associated with the Business Opportunity Program (B.O.P.). and; One for $60,000 associated with for the payment of material, labor, equipment, and fee from the local utility provider (RG&E) as a result of installing anew electrical service. Attachments:

BY DATE COPIES TO






Subject: Concord Electric-UTILITY FEESTO: Richard Garrett (Popoli Design Group)

William Zografos (Cannon Design)Mark Bollin (The Pike Company, Inc)







LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 11:03 AM on 07/26/2018PLEASE PROVIDE AN ALLOWNACE FOR US TO CARRY FOR UTILITY FEES? THERE IS NO WAY FOR US TO DETERMINE THIS PRIOR TOBID.ALL OTHER RSMP MODERNIZATION BIDS HAVE CALLED OUT AN ALLOWANCE TO COVER UTILITY FEES.

Official Response: Judy Richards (Cannon Design) responded on Monday, July 30th, 2018 at 2:46PM EDTPer the specifications, utility fees for permanent items are to be billed directly to the RCSD and are not the responsibility of the contractor. Thecontractor is responsible for temporary fees and coordinating the utility connections and work. Attachments:

BY DATE COPIES TO






Subject: Concord ElectricTO: Mark Bollin (The Pike Company, Inc)








LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 03:04 PM on 07/26/2018DO WE NEED TO HAVE A FULL TIME SUPERINTENDENT ON THE JOB FOR THE B SHIFT THAT IS REQUIRED FOR DEMO, & PHASES 1A, 1B,1C, 1D, 2A, & 2B?OR CAN WE JUST HAVE ONE SUPERINTENDENT FOR A SHIFT WORKING HOURS

Official Response: Mark Bollin (The Pike Company, Inc) responded on Tuesday, July 31st, 2018 at 11:01AM EDTContractors may provide a non-working foreman to oversee the work of the Contractor during the second shift as opposed a superintendent. The non-working foreman must have the authority to act on behalf of the Contractor and respond to the Construction Manger. Attachments:

BY DATE COPIES TO






Subject: Concord ElectricTO: Don Brown (Cannon Design)

Richard Garrett (Popoli Design Group)William Zografos (Cannon Design)







LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 07:41 AM on 07/30/2018Do we provide cat6 or cat6a cabling for the tele/ data drops?On past modernization bids, tele/ data drops receive cat6, and CCTV cameras & WAP’s receive cat6a.Pls advise?

Official Response: Don Brown (Cannon Design) responded on Thursday, August 2nd, 2018 at 4:43PM EDTThis will be clarified in addendum #3:Provide Category 6 for Tel/Data outlets.Provide CAT6A for cameras and WAPs.Attachments:

All Replies: Response from Don Brown (Cannon Design) at 04:43 PM on 08/02/2018

This will be clarified in addendum #3:Provide Category 6 for Tel/Data outlets.Provide CAT6A for cameras and WAPs.

Attachments:

BY DATE COPIES TO






Subject: Concord ElectricTO: Jared Messina (Cannon Design)

Don Brown (Cannon Design)Richard Garrett (Popoli Design Group)William Zografos (Cannon Design)







LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 07:43 AM on 07/30/2018Please confirm that the owner is providing all network switches, edge switches, fringe switches, UPS’s, etc? All network electronics are by owner?

Official Response: Don Brown (Cannon Design) responded on Thursday, August 2nd, 2018 at 3:11PM EDTAll network electronics are provided by the owner.The UPS units are existing to be re-used.Attachments:

All Replies: Response from Don Brown (Cannon Design) at 03:11 PM on 08/02/2018

All network electronics are provided by the owner.The UPS units are existing to be re-used.

Attachments:

BY DATE COPIES TO






Subject: BRG Corporation-doorsTO: Jared Messina (Cannon Design)

William Zografos (Cannon Design)James Lai (Cannon Design)







LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 08:06 AM on 07/30/2018Doors B-121A and B-121B are keyed in Door Schedule as Rated Aluminum,There is no frame elevation nor reference to a specification given. Doors B-121V, V-121W, B-121X, B-121Y for elevation (8/A0610) are keyed inDoor Schedule as Rated H.M. Doors and Frame, the details are keyed in asAluminum Storefront (13 & 14/A1005). This would also be a rated aluminumstorefront.All aluminum doors are Keyed as AL-00 for Frame Type in Door Schedule, theFloor plan pages A0101A and A0101C2 for doors EC-1.5 and C-114 Show Sidelites

Official Response: Jared Messina (Cannon Design) responded on Monday, July 30th, 2018 at 4:13PM EDTDoors B-121A & B-121B are correctly keyed in as Aluminum doors with no rating per the July 5th 2018 Issued for Bid set of Documents. Door B-121V, B-121W, B-121X, B-121Y are correctly shown as rated HM Doors and Frames. The mullion details are not shown correctly and will berevised to reflect the HM construction indicated on the drawings. Sheet A0610, detail 8, will be revised to show HM frames. Yes, AL-00 indicates an aluminum door frame. Aluminum doors are part of a storefront assembly. Please note that doors EC-1.5, C-114 & C-120C should be HM doors in HM frames. Impacted drawings will be issued in the next Addendum issuance.Attachments:

BY DATE COPIES TO






Subject: Concord Electric-fire alarm cableTO: Richard Garrett (Popoli Design Group)








LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 08:10 AM on 07/30/2018DOES THE FIRE ALARM CABLE NEED TO BE IN CONDUIT, OR CAN WE RUN IT FREE AIR ABOVE DROP CEILINGS? THE FIRE ALARM SPECIS VERY VAGUE.

Official Response: Judy Richards (Cannon Design) responded on Monday, July 30th, 2018 at 2:48PM EDTThe drawings clearly indicate the method to route the cabling for the fire alarm.Attachments:

BY DATE COPIES TO






Subject: Concord Electric-equipment removalTO: Richard Garrett (Popoli Design Group)








LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 10:45 AM on 07/30/2018THE DEMO DRAWINGS STATE ALL IDENTIFIED EQUIPMENT TO BE REMOVED.THERE ARE PANELS SHOWN ON THE EMO DRAWINGS THAT ARE NOT BOLDED.PLS CONFIRM THAT THE MAJORITY OF PANELS & FEEDERS ON THE JOB ARE EXISTING TO REMAIN?

Official Response: Richard Garrett (Popoli Design Group) responded on Monday, July 30th, 2018 at 2:53PM EDTPanels to be removed are shown in bold. Panels not in bold are ETR (Existing To Remain).Attachments:

BY DATE COPIES TO






Subject: MA Ferrauilo Plumbing & Heating Inc-Science Room SinkPipingTO: Tyler Whitesell (Popoli Design Group)








LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 10:47 AM on 07/30/2018Remarks The piping for the Science Sinks isn't very clear on the drawings, for instance do all the sinks have neutralization basins? Is the upstreampiping to the sink have to be acid waste pipe & fittings? If so, there is not an acid waste spec. Please advise

Official Response: Tyler Whitesell (Popoli Design Group) responded on Tuesday, July 31st, 2018 at 10:28AM EDTSinks, S-4 will have a neutralization basin in the cabinet space below the sink. The neutralization basin for sink S-3 does not need a chemical basinand Addendum 003 will convey that information. The piping from the sink to the neutralization will need to be acid waste piping and a specification willbe added to Addendum 003. Attachments:

BY DATE COPIES TO






Subject: JW Danforth-Chiller DemoTO: Mark Bollin (The Pike Company, Inc)








LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 11:53 AM on 07/30/2018Drawing HM0101.4 Notes that the abatement contractor is to remove all insulation on the chiller and pipe located in the basement of B Wing. It alsostates that the abatement contract is to remove all piping as required for the removal of the chiller. Who is responsible for the removal of the Chiller itsself and associated piping? The abatement contractor or the mechanical contractor.

Official Response: Mark Bollin (The Pike Company, Inc) responded on Tuesday, July 31st, 2018 at 10:21AM EDTThe General Construction Work Contract No.2 (abatement contractor) is responsible to remove all insulation on the chiller and pipe located in thebasement of B Wing. The Mechanical Construction Work Contract No. 3 is responsible for the removal of the Chiller it self and all associated piping.Attachments:

BY DATE COPIES TO






Subject: JW Danforth-Alternates #1 & #2TO: Mark Bollin (The Pike Company, Inc)








LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 01:38 PM on 07/30/2018Please clarify the extent of alternates #1 & #2 Cooling for Locker Rooms and Gym respectively. Is all piping, cooling coils and chillers part of thealternate #1 & #2? The air handling units SC-6, 7 & 8are listed as part of alternate #2. Are The cooling coils just part of Alt #2, or are the whole airhandling units included in this alternate? If so does that make the Steam piping and steam coils part of this alternate? w

Official Response: Mark Bollin (The Pike Company, Inc) responded on Tuesday, July 31st, 2018 at 10:26AM EDTThe response to this RFI must be provided by Cannon and/or Popli as this a design related question.Attachments:

BY DATE COPIES TO






Subject: Concord ElectricTO: Richard Garrett (Popoli Design Group)








LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 02:11 PM on 07/30/2018Pls confirm that all existing conduits encased in concrete feeding substations, panels, etc. can have the wire pulled out, and conduits capped andabandoned in place?

Official Response: Richard Garrett (Popoli Design Group) responded on Monday, July 30th, 2018 at 2:44PM EDTMedium voltage conduits are addressed on the demolition and abatement drawings.All other conduits, that are to have conductors removed and are in concrete will be either reused (as directed) or capped and abandoned in place.Attachments:

BY DATE COPIES TO






Subject: Avarus-fire retardentTO: Daniel Buccini (Cannon Design)








LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 02:52 PM on 07/30/2018refer to attached

Attachments:RFI 1, 2.pdf

Official Response: Daniel Buccini (Cannon Design) responded on Tuesday, July 31st, 2018 at 8:43AM EDTRFI 1 Provide a complete fire retardant plywood and paint system. provide both items as individually fire retardant or contact the AHJ for alternative tomaking the complete solution fire retardant RFI 2 The WAPS are Owner Furnished, Contractor Installed per 273000Attachments:

BY DATE COPIES TO



https://storage.procore.com/v4/d/us-east-1/pro-core.com/prostore/20180730185218_production_1757119389.pdf?sig=53919ba0a3a6882cf02603a44d12a35ee39c2d876dd1ebe0b855aff859323491




Subject: Northeast interior systems-123216, Manufactured PlasticLaminate Faced CaseworkTO: Jared Messina (Cannon Design)








LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 04:03 PM on 07/30/2018 Specification Section: 123216, Manufactured Plastic Laminate Faced Casework 123553.19 Wood Laboratory Casework Drawing Reference: Architectural drawings Question/Clarification: Is all of the casework including the perimeter casework in science rooms wood veneer casework ? Specification Section: 123216, Manufactured Plastic Laminate Faced Casework 123553.19 Wood Laboratory Casework Drawing Reference: A104 Question/Clarification: Please clarify if the casework in rooms E-115 & E-116 is plastic laminate or wood?

Official Response: Jared Messina (Cannon Design) responded on Monday, July 30th, 2018 at 5:04PM EDTWood Veneer casework will be provided in the science rooms only. All other locations will have plastic laminated faced casework. Casework in rooms E-115 & E-116 will be plastic laminated faced casework. To further clarify, all science lab caseworks should refer to the specification and finish schedule. Science lab casework shall receive WDF-1 (refer toA1200). For the rest of the casework, high pressure laminate HPL-1/HPL-2 (refer to A1200).Attachments:

BY DATE COPIES TO






Subject: Marcus Erbland-bid dateTO: Mark Bollin (The Pike Company, Inc)

William Zografos (Cannon Design)







LINKED DRAWINGS:

RECEIVED FROM:

COPIES TO:

Question from Judy Richards (Cannon Design) at 04:05 PM on 07/30/2018will there be a bid date extension to accommodate addendum #1

Official Response: Mark Bollin (The Pike Company, Inc) responded on Tuesday, July 31st, 2018 at 10:33AM EDTThe response to this RFI must come from the Program Manager Savin/Gilbane as the Construction Manager does not have the authority to extend thebid date. However, the Pike Company would recommend an extension of a few days to allow the contractors to provide more competitive pricing; andin in this case allow additional time so that we may receive a bid from another electrical contractor who has previously not been bidding the RSMPprojects.Attachments:

BY DATE COPIES TO






Subject: Northeast Interior Systems, Inc.-caseworkTO: Jared Messina (Cannon Design)








LINKED DRAWINGS:

RECEIVED FROM:

COPIES TO:

Question from Judy Richards (Cannon Design) at 05:04 PM on 07/30/2018Is all of the casework including the perimeter casework in sciencerooms wood veneer casework ?

Official Response: Jared Messina (Cannon Design) responded on Tuesday, July 31st, 2018 at 8:58AM EDTAll science lab casework should refer to the specification and finish schedule. Science lab casework shall receive WDF-1 (refer to A1200).For the rest of the casework, high pressure laminate HPL-1/HPL-2 (refer to A1200).Attachments:

BY DATE COPIES TO














LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 05:06 PM on 07/30/2018Please clarify if the casework in rooms E-115 & E-116 is plasticlaminate or wood veneer?

Official Response: Jared Messina (Cannon Design) responded on Tuesday, July 31st, 2018 at 8:48AM EDTCasework in rooms E-115 & E-116 will be plastic laminated faced casework.Attachments:

BY DATE COPIES TO






Subject: Northeast Interior Systems, Inc.-CaseworkTO: Jared Messina (Cannon Design)








LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 12:02 PM on 07/31/2018Are the student computer tables & teacher's work station new? If so, what spec section do they fall under?

Official Response: Jared Messina (Cannon Design) responded on Tuesday, July 31st, 2018 at 12:35PM EDTYes, they are new. Refer to A0600 - CASEWORK SCHEDULE and the A01 series of drawings for casework. The teachers work station, labeled TS-1,can be found in section 123553.19. Student computer tables at the perimeter of the room are part of millwork (Sheets A0901 & A0902) as called outon the A01 Series of drawings and specification section 064023. Attachments:

BY DATE COPIES TO














LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 12:03 PM on 07/31/2018Section 1 on A0901, the epoxy resin shows coved back splash. This is no longer available from the epoxy manufacturer's. Please clarify if appliedsplash is acceptable?

Official Response: Jared Messina (Cannon Design) responded on Tuesday, July 31st, 2018 at 1:26PM EDTAn applied splash is acceptable.Attachments:

BY DATE COPIES TO













DRAWING NUMBER: A203 SPEC SECTION:

LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 12:04 PM on 07/31/2018Are the student tables in room E-116 supposed to be tagged with SL-1 or are they existing relocated tables?

Official Response: Jared Messina (Cannon Design) responded on Tuesday, July 31st, 2018 at 1:34PM EDTThe (5) tables to the left of column line E2 should be labeled as PL-1. The computer (6) computer tables to the right of E2 are part of the FF&Epackage. Sheet A0203 will be updated and issued as part of Addendum 003. Generally speaking, if it is not tagged in the A01 or A02 series of drawings and is shown on the A13 series, then that item should be considered part ofthe FF&E package. Attachments:

BY DATE COPIES TO






Subject: Manning Squires Hennig Co. Inc -TO: Jared Messina (Cannon Design)








LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 01:56 PM on 07/31/201811. The Flush Wood door section 081416-4, 2.5 C-2 states "factory install glass in doors indicated tobe factory finished. There is nothing on the door schedule to indicate factory finish. Please clarify12. Please indicate extents of interior stone restoration. No work is noted on the drawings.13.Please provide detail for attachment of WPS-1 panels at main corridor; 8-A0801 does not show howthe panels are to be attached to the existing mosaic tile

Official Response: Jared Messina (Cannon Design) responded on Tuesday, July 31st, 2018 at 3:01PM EDT11. Refer to Section 081416-4,2.6 C - Transparent Finish. All wood doors will receive a transparent finish which is a subcategory of "2.6 FactoryFinishing", thus the glazing installed in the wood doors should also be factory installed.12. Refer to A1200 (INT-General Note #7) for extent of stone sill restoration. Refer to A1200 (INT-Finish Notes FN-4) for extent of sills to remain thatwill not require refinishing. Refer to A1200 (INT-Finish Notes FN-14) for areas of marble wall panel restoration. For further information refer toSpecification Section 097520 - INTERIOR STONE RESTORATION.13. WPS-1 to be adhered to substrate as indicated in Spec Section 102600.Attachments:

BY DATE COPIES TO






Subject: Manning Squires Hennig Co. Inc -TO: Jared Messina (Cannon Design)

Mark Bollin (The Pike Company, Inc)William Zografos (Cannon Design)James Lai (Cannon Design)







LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 01:57 PM on 07/31/201814. Per section 011200 1.5 E; all contractors must work a minimum of 2 eight hour shifts for 6 days each for phases 1A,1B,1C,1D,2A,2B. Pleaseconfirm that overtime/second shift is required as needed to meet schedule which may not be full time during these phases.

Official Response: Jared Messina (Cannon Design) responded on Tuesday, July 31st, 2018 at 3:27PM EDTSection 011200 – Multiple Contract Summary; Article 1.5 E. DELETE paragraph in its entirety andREPLACE with “Because of the amount of work that is required to be completed within Phases1A, 1B, 1C, 1D, 2A and 2B; and the short duration in which the work must be completed in; eachPrime Contractor must work extended hours, second shift and weekends from the start ofconstruction for each phase until such time that each work activity is on schedule. If eachschedule activity is being maintained, and agreed to by the Construction Manager, Contractorsmay return to normal work hours. However, if any schedule activity falls behind schedule bymore than two (2) days the responsible Prime Contractor(s) must return to working extendedhours, second shift and weekends until such time as each schedule activity is back on schedule. Updated specification will be issued in Addendum 003.Attachments:

BY DATE COPIES TO













DRAWING NUMBER: A0203 SPEC SECTION:

LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 06:34 AM on 08/01/2018Please clarify if the student tables in room E-115 are similar to SL-1 or are theyexisting to be relocated?

Official Response: Jared Messina (Cannon Design) responded on Wednesday, August 1st, 2018 at 2:12PM EDTThe student tables in room E-115 will be part of the FF&E package.Attachments:

BY DATE COPIES TO






Subject: Concord ElectricTO: Don Brown (Cannon Design)








LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 07:59 AM on 08/01/2018General demo note B on D0901.1 says we need to conceal new devices in existing walls by cutting and patching.However, there is wiremold shown on power drawings for outlets.Please confirm that we can use wiremold for all devices that are going on existing walls rather than cutting and patching them in? Thanks,

Official Response: Don Brown (Cannon Design) responded on Thursday, August 2nd, 2018 at 9:59AM EDTDrawing note "B" on all technology demo drawings will be deleted in Addendum #3.Attachments:

All Replies: Response from Don Brown (Cannon Design) at 09:59 AM on 08/02/2018

Drawing note "B" on all technology demo drawings will be deleted in Addendum #3.

Attachments:

BY DATE COPIES TO






Subject: JW Danforth -Access to Penthouse C WingTO: Bruce Wanlass (Popoli Design Group)



DATE INITIATED: 08/01/ 2018 STATUS: Open




DRAWING NUMBER: M0204.C SPEC SECTION:

LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 11:43 AM on 08/01/2018After review of the site conditions at the walk-through today it has been discovered that the new AHU's will not fit through the existing door or louverson the penthouse walls. Is it the intent to have to remove a portion of the outside brick wall to gain access for the (3) new units? If so who is responsiblefor this opening and corresponding infill after the units are in the penthouse. Or was it the intent of the design to have these (3) units be knock downsite built units? Please advise

Official Response: Judy Richards (Cannon Design) responded on Wednesday, August 1st, 2018 at 3:11PM EDTA portion of the Penthouse wall will be removed and in-filled by the GC to allow for removal of existing AHUs and installation of new AHUs by theMechanical Contract. See attached Architectural drawing, showing wall removal and in-fill.Attachments:Pages from VOLUME 1 - 20180705 RCSD - EAST - ISSUED FOR BID - Copy.pdf

BY DATE COPIES TO



https://storage.procore.com/v4/d/us-east-1/pro-core.com/prostore/20180801191121_production_1759051873.pdf?sig=d31d0bf4fbbc6cd435c07b032ff56b77f4057b411b302a73cd861b9987922ddf

LEVEL 01465' - 0"

LEVEL 02476' - 8 1/4"

LEVEL 03488' - 4 7/8"

1

5 SF

1

200SF

1

25 SF

1

15 SF

1

15 SF

1

12 SF

1

16 SF

2

8 SF

2

4 SF

10

LV-226/A1005SIM

2

32 SF

7'-10"

6'-8

"

ALTERNATE NO.2RE: SPEC 004323



LEVEL 01465' - 0"

LEVEL 02476' - 8 1/4"

2

30 SF

LEVEL 01465' - 0"

ROOF LEVEL499' - 11 1/4"

LEVEL 02476' - 8 1/4"

LEVEL 03488' - 4 7/8"

1

10 SF

26/A1005SIM

NEW LOUVERRE: MECH

LV-2

ROOF LEVEL499' - 11 1/4"

LEVEL 03488' - 4 7/8"

1/A

0316

1

40 SF

REPOINT EXISTING CLAY MASONRY VENEER CONSTRUCTION. REMOVE EXISTING DETERIORATED MORTAR JOINT OR CAULK JOINT AND PREPARE JOINT FOR INSTALLATION OF NEW MORTAR. FURNISH AND INSTALL NEW MORTAR TO MATCH EXISTING IN COLOR, COMPRESSIVE STRENGTH AND TOOL AS PER SPECIFICATION SECTION 04901.

MASONRY RESTORATION NOTES (MASTER LIST):

1.

LEGEND:

1

5

NOTE REFERENCE: SEE MASONRY RESTORATION NOTES

QUANTITY (IN LINEAR FEET) = LFQUANTITY (IN SQUARE FEET) = SF

DENOTES SPOT AREA OF MASONRY MORTAR JOINT RE-POINTING - REFER TO MASONRY RESTORATION NOTES.

REMOVE EXISTING LOOSE/SPALLED CONCRETE BACK TO SOUND STRUCTURE/CONCRETE. PREP REMAINING CONCRETE/SURFACE TO RECEIVE NEW CONCRETE PATCH/INFILL. CONCRETE TO MATCH EXISTING ADJACENTCONCRETE FOR FINISH, COLOR AND STYLE.

2. REBUILD EXISTING CLAY MASONRY VENEER CONSTRUCTION. REMOVE AND REPLACE CRACKED, SPALLED, OR AREA OF EXISTING OPENING INFILL WITH NEW OR SALVAGED BRICK TO MATCH EXISTING. RECONSTRUCT JOINTS WITH MORTAR TO MATCH EXISTING SIZE, COLOR AND TOOLING AS PER SPECIFICATION SECTION 04901.

3.

DENOTES SPOT AREA OF MASONRY PATCHING/RE-PLACEMENT - REFER TO MASONRY RESTORATION NOTES.

DENOTES SPOT AREA OF CONCRETE REPAIR - REFER TO MASONRY RESTORATION NOTES.

KEY NOTES:

SAWCUT EXTERIOR WALL AND INSTALL NEW STOREFRONT GLAZING SYSTEM.

OMIT

REMOVE/SCRAPE OFF RUST FROM BASE OF VERTICAL PIPES, PREP & PRIME SURFACE W/ RUST INHIBITIVE PRIMER & APPLY TWO FIN. COATS OF MTL. PAINT TO MATCH

REFINISH LOUVER / GRILLE. CLEAN, SAND, PRIME AND PAINT.

REMOVE WINDOW AIR CONDITIONING UNITS AND INFILL WITH GLAZING WITH GLAZING TO MATCH.

PROVIDE NEW GUARDRAIL TO MATCH EXISTING.

REMOVE EXISTING LOUVER AND INFILL WITH GLAZING TO MATCH (GL-1).

REMOVE EXISTING METAL PANEL AND INFILL WITH GLAZING TO MATCH (GL-1).

PROVIDE NEW BRICK INFILL AFTER REMOVAL OF ABANDONED MECHANICAL SERVICES HAS BEEN COMPLETED. BRICK INFILL TO BE TOOTHED IN TO MATCH SURROUNDING EXISTING BRICK.

REMOVE EXISTING 42"X48" LOUVER, SAWCUT EXTERIOR WALL TO 94"X80" OPENING TO ALLOW FOR INSTALL OF NEW MECHANICAL EQUIPMENT. PROVIDE 48"x60" LOUVER AND INFILL THE LARGER OPENING REQUIRED BY MECHANICAL.

REMOVE EXISTING GLAZING AND INSTALL A THIN LINE LOUVER IN EXITING OPENING.

REMOVE EXISTING 78"X78" LOUVER. PROVIDE 34"x60" LOUVER AND INFILL THE OPENING. BRICK INFILL TO BE TOOTHED IN TO MATCH THE SURROUNDING EXISTING BRICK.

PATCH WALL AT PIPE PENETRATIONS AS REQUIRED BY MECHANICAL.

REFER TO SPEIFICATION SECTION 089119 FOR FIXED LOUVER MODEL

1.

2.

3.

GENERAL NOTES:

A. PATCH EXISTING MASONRY TO MATCH ADJACENT WHERE ALL EXTERIOR WALL SURFACE DEVICES ARE REMOVED, UNLESS OTHERWISE NOTED. SPEC SECTION 04901.

B.

C.

ALL GRAFFITI PAINT SHOULD BE REMOVED ON EXTERIOR BUILDING SURFACES AS PER SPEC SECTION 04901 & 04902.

ALL EXIST. STEEL LINTELS TO REMAIN, REMOVE/SCRAPE OFF RUST, PREP & PRIME SURFACE W/ RUST INHIBITIVE PRIMER & APPLY TWO FIN. COATS OF MTL. PAINT.

D.

KEYED EXTERIOR ELEVATION NOTES (MASTER LIST)

ALL EXISTING EXTERIOR STONE WORK SHALL BE CLEANED (TYP.)

4.

E. REFINISH EXISTING PAINTED LOUVERS AND GRILLES. CLEAN, SAND, PRIME AND PAINT.

5.

6.

7.

8.

9.

10.

LV-1 LV-2

11.

12.

13.

LEVEL 01465' - 0"

ROOF LEVEL499' - 11 1/4"

LEVEL 02476' - 8 1/4"

LEVEL 03488' - 4 7/8"

77 8 8

LEVEL 01465' - 0"

ROOF LEVEL499' - 11 1/4"

LEVEL 02476' - 8 1/4"

LEVEL 03488' - 4 7/8"

8

11

LV-123/A1005

LEVEL 03488' - 4 7/8"

92

42 SF12

2

28 SF

2

28 SF

LV-2 12LV-2

26/A1005SIM

26/A1005SIM




2170 Whitehaven Road Grand Island, New York 14072

T: 716.773.6800F: 716.773.5909

N

KEY PLAN

A

B1

C2

D1

E

F

D1

C1

D2

B2

Checked by:Project No.:

Drawing Title:

© CannonDesign 2017

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No. Description Date

Architectura PC17 Pitkins Street

Rochester, NY 14607(585)442.8550

Popli Design Group555 Penbrooke DrivePenfield, NY 14526

(585)388.2060

Watts Architecture & Engineering95 Perry Street

Buffalo, NY 14203(716)206.5100

The LA Group330 East State Street

Ithaca, NY 14850(607)277.4004

5 JULY 2018- ISSUED FOR BID

Phase 2a Reconstruction

East School #2611801 East Main Street


SED Control Number26-16-00-01-0-103-035

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EXTERIOR ELEVATIONSAREAS C1, C2 & F

Checker004827.00

1/8" = 1'-0"1

SOUTH ELEVATION

1/8" = 1'-0"6

EAST ELEVATION

1/8" = 1'-0"2

WEST ELEVATION

1/8" = 1'-0"3

SOUTH ELEVATION

6

21

3

1/8" = 1'-0"4

NORTH ELEVATION

4

1/8" = 1'-0"5

NORTH ELEVATION

5

7

1/8" = 1'-0"7

EAST ELEVATION - MECHANICAL PENTHOUSE

twhitesell

Rectangle




Subject: JW Danforth-Misc Steel SupportsTO: Mark Bollin (The Pike Company, Inc)



DATE INITIATED: 08/01/ 2018 STATUS: Open




DRAWING NUMBER: S0102, M0202.C, M0202.B SPEC SECTION:

LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 11:44 AM on 08/01/2018Addenda #2 added notes on the mechanical drawings to see the Structural drawings for supplemental steel joists under the 3 new chillers. Under themultiple contract summary it shows that the general contract is responsible for specification sections 052100, 054000, 055000 and 055813. Under themechanical contract summary paragraph 50 item c to provide steel framing for typical rooftop mechanical support. Who is responsible for the workshown on drawing S0102 the mechanical contract or the general contract?

Official Response: Judy Richards (Cannon Design) responded on Wednesday, August 1st, 2018 at 3:17PM EDTThe General Contract is responsible for structural modifications to the building and additional steel for the support of new Mechanical equipment.Refer to attached Structural drawings.Attachments:STRUCTURAL STEEL DRAWINGS.pdf

BY DATE COPIES TO



https://app.procore.com/utilities/prostore_local/a40befefcd11ad39202e082ec7ab55406eae

BUILDING CODE: NEW YORK STATE UNIFORM CODE 2016

RISK CATEGORY III

SUPERIMPOSED DEAD LOADS

CEILINGS: 5 PSF MECHANICAL ITEMS SUSPENDED FROM STRUCTURAL FRAMING: 10 PSF

SUPERIMPOSED LIVE LOADS (INCLUDING PARTITION LOADS) PUBLIC SPACES, EXIT CORRIDORS, STAIRS AND LOBBIES: 100 PSF ROOFS 20 PSF

LIVE LOAD REDUCTIONS ARE TAKEN IN ACCORDANCE WITH BUILDING CODE SECTION 1607.10

SNOW LOADS

1. GROUND SNOW LOAD, Pg = 50

2. SNOW EXPOSURE FACTOR, Ce = 1.0

3. THERMAL FACTOR, Ct = 1.0

4. SNOW IMPORTANCE FACTOR, I = 1.1

5. FLAT ROOF SNOW LOAD, Pf = 39

6. SNOW DRIFTING LOADING (TYPICAL WHERE ROOF ABUTS HIGHER VERTICAL SURFACE AT LEAST 3'-0" TALL.)

WIND LOADS

1. BASIC WIND SPEED = 120 MPH

2. WIND IMPORTANCE FACTOR = 1.0

3. WIND EXPOSURE CATEGORY = C

4. INTERNAL PRESSURE COEFFICIENT = ±0.18

5. WIND PRESSURE COMPONENTS AND CLADDING:INTERIOR ZONE: P = +35 PSF, P = -38 PSFEND ZONE: P = +35 PSF, P = -45 PSF

(PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE SURFACES, RESPECTIVELY. END ZONES EXTEND FROM CORNERS OF BUILDING A DISTANCE EQUAL TO 10% OF LEAST HORIZONTAL BUILDING DIMENSION, BUT NOT LESS THAN 3 FT.)

6. WIND LOADS ARE BASED ON ASCE 7-10 METHOD 2

EARTHQUAKE DESIGN DATA

1. SEISMIC IMPORTANCE FACTOR, I = 1.25

2. SPECTRAL RESPONSE ACCELERATIONSSs = 0.16S1 = 0.06

3. SITE CLASSIFICATION = D - ASSUMED

4. DESIGN SPECTRAL RESPONSE ACCELERATIONSSDS = 0.171SD1 = 0.095

5. SEISMIC DESIGN CATEGORY = B

SEISMIC BRACING OF ARCHITECTURAL, MECHANICAL AND ELECTRICAL COMPONENTS

1. FOR SEISMIC DESIGN CATEGORY B COMPONENT BRACING REQUIREMENTS ARE AS FOLLOWS:

ARCHITECTURAL COMPONENTS:Ip = 1.0 EXEMPTIp = 1.5 REQUIRED

MECHANICAL/ELECTRICAL COMPONENTS:

Ip = 1.0 EXEMPTIp = 1.5 EXEMPT

80 psf

39 psf

DRIFT AT CHILLER

8'-0"

M1EMPLOY A LICENSED SURVEYOR TO VERIFY EXISTING DIMENSIONS, FLOOR ELEVATIONS, AND FLOOR-TO-FLOOR HEIGHTS BEFORE ORDERING, DETAILING, FABRICATING, OR ERECTING STRUCTURAL STEEL.

M2THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION OF CONSTRUCTION OF THE PROJECT AND THEN, ONLY TO SUPPORT THE DESIGN LOADS INDICATED. THE CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS AND SEQUENCE OF CONSTRUCTION AND FOR THE ADEQUACY OF THE STRUCTURE TO SUPPORT LOADS OCCURRING DURING CONSTRUCTION. FURNISH TEMPORARY BRACING, SHORING, AND/OR SUPPORT AS REQUIRED.

M3SUBMIT SHOP DRAWINGS AND CALCULATIONS SEALED BY A REGISTERED PROFESSIONAL ENGINEER REGISTERED IN NEW YORK STATE FOR EACH OF THE FOLLOWING ASSEMBLIES. COMPLY WITH THE APPLICABLE PROVISIONS OF THE SPECIFICATIONS AND BUILDING CODE FOR LOADING, ALLOWABLE STRESSES AND DEFLECTION LIMITS. SUBMITTALS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS:

a. COLD FORMED METAL FRAMING ASSEMBLIES. INCLUDE DESIGN OF CONNECTIONS.

S1REFER TO DIVISION 05 SPECIFICATION SECTION - STRUCTURAL STEEL - FOR REQUIREMENTS IN ADDITION TO THOSE LISTED BELOW.

S2A QUALITY CONTROL PROGRAM OF SHOP AND FIELD TESTING AND INSPECTION WILL BE PERFORMED ON STRUCTURAL STEEL FABRICATION, ERECTION, AND CONNECTIONS IN ACCORDANCE WITH THE SPECIFICATIONS. SCHEDULE WORK AND PROVIDE ACCESS TO ALLOW THE TESTING REQUIREMENTS TO BE COMPLETED.

S3PERFORM WELDING USING CERTIFIED WELDERS AND IN ACCORDANCE WITH THE AWS "STRUCTURAL WELDING CODE - STEEL", LATEST EDITION. COMPLY WITH AISC SPECIFICATION FOR MINIMUM FILLET WELD SIZES, BUT DO NOT USE LESS THAN A 3/16 INCH FILLET UNLESS SPECIFICALLY NOTED ON THE DRAWINGS.

S4SUBMIT ENGINEERED AND CHECKED SHOP DRAWINGS TO THE ARCHITECT/ ENGINEER FOR REVIEW. SHOW SHOP FABRICATION DETAILS, FIELD ASSEMBLY DETAILS, AND ERECTION DIAGRAMS FOR STRUCTURAL STEEL. .

S5THE CONNECTION DETAILS SHOWN ON THE DRAWINGS ARE CONCEPTUAL AND DO NOT INDICATE THE REQUIRED COMPONENT SIZES, WELD SIZES OR DIMENSIONS UNLESS SPECIFICALLY NOTED. FINAL DESIGN AND DETAILING IS THE RESPONSIBILITY OF THE FABRICATOR. PERFORM DESIGN USING INDUSTRY STANDARDS AND CRITERIA SET FORTH IN THE CONTRACT DOCUMENTS.

S6FABRICATE BEAMS WITH THE NATURAL CAMBER UP. PROVIDE ADDITIONAL CAMBER SHOWN ON THE DRAWINGS.

S7DO NOT FIELD CUT STRUCTURAL STEEL UNLESS REVIEWED AND APPROVED BY THE ARCHITECT/ENGINEER IN WRITING. CLEARLY INDICATE STEEL MEMBER OPENINGS REQUIRED ON THE SHOP DRAWINGS.

S8ERECTION PROCEDURES, SEQUENCES AND COORDINATION OF WORK WITH OTHER TRADES IS THE RESPONSIBILITY OF THE CONTRACTOR.

S9PROVIDE NEW MATERIAL CONFORMING TO THE FOLLOWING REQUIREMENTS FOR STRUCTURAL STEEL:

MEMBER GRADE

WIDE FLANGE SHAPES, WT SECTIONS ASTM A992

CHANNELS AND ANGLES ASTM A36

PIPE ASTM A53 GRADE B

HOLLOW STRUCTURAL SECTIONS (RECTANGULAR AND ROUND) ASTM A500 GRADE B

BASE PLATES ASTM A36 UNO

ALL OTHER STEEL MEMBERS ASTM A36 UNO

HIGH STRENGTH BOLTS, ASTM A-325 OR A-490NUTS AND WASHERS (MIN. 3/4" DIAMETER)

ANCHOR RODS ASTM F1554 GRADE 36 UNO

STEEL SHAPE WELDING ELECTRODE E70XX

12'-6 5/8"

F1REFER TO DIVISION 31 SPECIFICATION SECTIONS FOR REQUIREMENTS IN ADDITION TO THOSE LISTED BELOW.

F2NOTE REQUIREMENTS ON PLANS AND IN SPECIFICATIONS FOR UNDERPINNING AND PROTECTION OF EXISTING STRUCTURES. DO NOT UNDERMINE EXISTING CONSTRUCTION.

F3BEAR FOOTINGS ON UNDISTURBED SOILS OR ENGINEERED FILL HAVING A MINIMUM NET ALLOWABLE BEARING CAPACITY OF 3,000 POUNDS PER SQUARE FOOT. EXTEND EXTERIOR CONSTRUCTION DOWN A MINIMUM OF 4'-0" FEET BELOW EXTERIOR GRADE. ELEVATIONS GIVEN ARE MINIMUM DEPTHS.

F4REMOVE ORGANIC AND UNSUITABLE MATERIAL, AS DETERMINED BY THE OWNERS INSPECTION AGENCY, PRIOR TO PLACING FILL AND REPLACE W/ ENGINEERED FILL. PLACE FILL IN HORIZONTAL LAYERS WITHIN +/-2 PERCENT OF OPTIMUM MOISTURE CONTENT. USE FILL LAYER THICKNESS APPROPRIATE FOR THE DEGREE OF FILL COHESIVENESS AND COMPACTION ENERGY IMPARTED TO THE LIFT. COMPACT TO SPECIFIED DENSITY REQUIREMENTS. IF ACCEPTABLE TO THE OWNER'S INSPECTION AGENCY, ON-SITE MATERIALS THAT MEET PROJECT SPECIFICATIONS MAY BE USED FOR ENGINEERED FILL IF MAINTAINED AT OPTIMUM MOISTURE CONTENT AND COMPACTED TO THE ABOVE CRITERIA. SELECT BORROW MATERIALS WILL BE REQUIRED WHEN ON-SITE MATERIALS ARE UNSUITABLE OR CANNOT BE COMPACTED TO THE CRITERIA STATED ABOVE.

F5EXCAVATION TO SUITABLE BEARING SUBGRADES MAY PROCEED BY CONVENTIONAL METHODS TO WITHIN 2.5 FEET OF THE PROPOSED FINAL SUBGRADES. PERFORM EXCAVATION TO FINAL SUBGRADE USING A BACKHOE EQUIPPED WITH A SMOOTH BLADE TO MINIMIZE DISTURBANCE OF THE BEARING SUBGRADE. FINISH FOOTING EXCAVATIONS BY HAND.

F6DO NOT EXTEND THE GENERAL EXCAVATION ACROSS THE SITE DEEPER THAN 1'-0" BELOW THE SLAB-ON-GRADE SUBGRADE ELEVATION. PERFORM THE EXCAVATIONS FOR PILE CAPS, DRILLED PIER CAPS, GRADE BEAMS, SPREAD FOOTINGS, MATS, PITS, ETC ON AN INDIVIDUAL, LOCALIZED BASIS DOWN FROM THE SLAB-ON-GRADE SUBGRADE ELEVATION.

F7PROVIDE POSITIVE PROTECTION FOR EXCAVATION SLOPES AGAINST INSTABILITY AND DETERIORATION DUE TO RAIN, WIND, SNOW OR ICE.

F8RETAIN THE PERIMETER OF THE GENERAL EXCAVATION WITH A SOIL RETENTION SYSTEM AS NECESSARY. THE DESIGN, INSTALLATION, MAINTENANCE AND REMOVAL OF THE SYSTEM IS THE RESPONSIBILITY OF THE CONTRACTOR. PROVIDE APPROPRIATE MEASURES AND PRECAUTIONS NECESSARY TO MINIMIZE SETTLEMENT OF EXISTING OR NEW CONSTRUCTION INSIDE OR OUTSIDE OF THE PROJECT LIMITS. REPAIR DAMAGE TO NEW OR EXISTING CONSTRUCTION INSIDE OR OUTSIDE PROJECT LIMITS CAUSED BY CONSTRUCTION TECHNIQUES OR MOVEMENTS OF THE SOIL RETENTION SYSTEM.

F9THE EXPOSED SUBGRADE SOILS MAY BE SENSITIVE TO DISTURBANCE AND STRENGTH DEGRADATION WHEN HIGH MOISTURE CONTENTS ARE PRESENT. MINIMIZE CONSTRUCTION TRAFFIC OVER EXPOSED SUBGRADES. DO NOT POND WATER ON THE SUBGRADES. CONTROL SURFACE AND GROUND WATER BY PROPER SITE GRADING, PERIMETER CUTOFF TRENCHES, AND SUMP AND PUMP METHODS OF DEWATERING. CONSTRUCT CUTOFF TRENCHES AND SUMPS OUTSIDE THE INFLUENCE OF PROPOSED FOUNDATIONS.

F10THE OWNER'S INSPECTION AGENCY MUST REVIEW AND APPROVE FINISHED EXCAVATIONS AND BEARING SUBGRADES BEFORE PLACING CONCRETE. PROVIDE ADDITIONAL EXCAVATION AS NECESSARY TO ACHIEVE THE REQUIRED BEARING CAPACITY.

F11USE SIDE FORMS FOR FOOTINGS. CLEAN REINFORCEMENT IMMEDIATELY PRIOR TO PLACING CONCRETE.

F12DO NOT PLACE CONCRETE IN AN EXCAVATION CONTAINING FREE WATER, FROST, ICE OR FROZEN GROUND. PROVIDE NECESSARY MEASURES TO PREVENT FROST OR ICE FROM PENETRATING FOOTING OR SLAB SUBGRADE, BOTH BEFORE AND AFTER CONCRETE PLACEMENT AND UNTIL SUBGRADES ARE FULLY PROTECTED BY THE PERMANENT BUILDING STRUCTURE.

F13PLACE THE CONCRETE FOR EACH FOOTING IN ONE CONTINUOUS POUR.

F14PLACE BACKFILL AGAINST AREAWAY WALLS TO MAINTAIN A FILL LEVEL WITHIN 1'-0" OR LESS ON OPPOSITE SIDES OF THE WALL. BRACE FOUNDATION WALLS AND GRADE BEAMS DURING THE OPERATION OF BACKFILLING AND COMPACTION. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS BECOME EFFECTIVE.

ADDL ADDITIONALADJ ADJACENTALT ALTERNATEALUM ALUMINUMAPPROX APPROXIMATEAR ANCHOR RODARCH ARCHITECTURALB PL BASE PLATEB/ BOTTOM OFBFR BLENDED FIBER REINFORCINGBLDG BUILDINGBLKG BLOCK (ING)BOT BOTTOMBRG BEARINGBSMT BASEMENTBTWN BETWEENCIP CAST-IN-PLACECJ CONTROL JOINTCL CENTER LINECLR CLEARCMU CONCRETE MASONRY UNITCO CLEAN OUTCOL COLUMNCONC CONCRETECONN CONNECT (ION)CONST JT CONSTRUCTION JOINTCONT CONTINUOUS OR CONTINUECS COLUMN STRIPCU YD CUBIC YARDDET DETAILDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDL DEAD LOADDWG DRAWINGEA EACHEE EACH ENDEF EACH FACEEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICALELEV ELEVATOREOD EDGE OF DECKEOS EDGE OF SLABEQ EQUALES EACH SIDEEW EACH WAYEXIST EXISTINGEXP EXPANSIONEXT EXTERIORFD FLOOR DRAINFDTN FOUNDATIONFLR FLOORFP FULL PENETRATIONFS FAR SIDEFT FOOT/FEETFTG FOOTINGGA GAGEGALV GALVANIZEDGB GRADE BEAMGC GENERAL CONTRACTORHORIZ HORIZONTALHP HIGH POINTHS HIGH STRENGTHHSS HOLLOW STRUCTURAL SECTIONHT HEIGHTID INSIDE DIAMETERIF INSIDE FACEINFO INFORMATIONINSUL INSULATED (ION)INV INVERTJT JOINTk KIPSL ANGLELBS POUNDSLL LIVE LOADLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLP LOW POINTLSH LONG SIDE HORIZONTALLSV LONG SIDE VERTICALLTWT LIGHT WEIGHTLW LONG WAYMATL MATERIALMAX MAXIMUMMECH MECHANICALMEP MECHANICAL ELECTRICAL & PLUMBINGMFR MANUFACTURERMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMS MIDDLE STRIPNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNS NEAR SIDENTS NOT TO SCALEOC ON CENTEROD OUTSIDE DIAMETEROF OUTSIDE FACEOPNG OPENINGPC PILE CAPPCC PRECAST CONCRETEPCF POUNDS PER CUBIC FOOTPEN PENETRATIONPL PLATEPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT POST TENSIONQTY QUANTITYR RADIUSRD ROOF DRAINREF REFERENCEREINF REINFORCE (D) (ING)REQD REQUIREDREV REVISIONRO ROUGH OPENINGSC SLIP CRITICALSECT SECTIONSIM SIMILARSJ SEISMIC JOINTSOG SLAB-ON-GRADESPEC SPECIFICATIONSSQ SQUARESST STAINLESS STEELSTD STANDARDSTIFF STIFFENERSTL STEELSTRUCT STRUCTURALSW SHORT WAYSYMM SYMMETRICALT/ TOP OFT&B TOP AND BOTTOMTHK THICK (NESS)TRANS TRANSVERSETYP TYPICALUNO UNLESS NOTED OTHERWISEVERT VERTICALVIF VERIFY IN FIELDW WIDE FLANGE SECTIONW/ WITHW/O WITHOUTWD WOODWP WORK POINTWT TEE SECTIONWWF WELDED WIRE FABRIC

C1REFER TO DIVISION 03 SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO THOSE LISTED BELOW.

C2A QUALITY CONTROL PROGRAM OF FIELD TESTING AND INSPECTION WILL BE PERFORMED ON STRUCTURAL CONCRETE WORK IN ACCORDANCE WITH THE SPECIFICATIONS. SCHEDULE WORK AND PROVIDE ACCESS TO ALLOW THE TESTING REQUIREMENTS TO BE COMPLETED. PROVIDE ADEQUATE NOTICE TO ALLOW THE OWNER'S TESTING AGENCY TO REVIEW PLACEMENT OF REINFORCEMENT PRIOR TO PLACING CONCRETE.

C3DETAIL, FABRICATE, LABEL, SUPPORT AND PLACE CONCRETE REINFORCEMENT IN ACCORDANCE WITH ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" AND ACI 318-14 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE".

C4COORDINATE THE LOCATION OF INSERTS, EMBEDDED PLATES, ANCHORS, REGLETS AND SIMILAR ITEMS REQUIRED BY OTHER TRADES TO BE PLACED IN CONCRETE. MAINTAIN CORRECT LOCATION OF REINFORCING BARS WHEN PLACING THESE ITEMS.

C5UNLESS NOTED OTHERWISE, PROVIDE DOWELS TO MATCH MAIN REINFORCEMENT SIZE AND SPACING. PROVIDE TENSION LAP SPLICE UNLESS NOTED OTHERWISE.

C6PROVDE THE FOLLOWING CONCRETE COVERS (UNO):

CONCRETE CAST AGAINST EARTH OR FILL 3 inCONCRETE EXPOSED TO EARTH, FILL OR WEATHER 2 in

C7PROVIDE CONCRETE AND REINFORCING MATERIALS OF THE TYPES AND GRADES LISTED IN THE TABLE BELOW, UNLESS NOTED OTHERWISE.

CONCRETE F'C (PSI) UNIT WEIGHT (PCF)

FOOTINGS 3000 150FOUNDATION WALLS 4000 150SLABS-ON-GRADE/GEOFOAM 3000 150ALL OTHER CONCRETE 4000 150

REINFORCING GRADETYPICAL BARS ASTM A-615, GRADE 60 WELDED WIRE FABRIC ASTM A-185

X1FIELD VERIFY DIMENSIONS SHOWN ON THE DRAWINGS PRIOR TO THE START OF THE WORK. PROMPTLY NOTIFY THE ARCHITECT IF SIGNIFICANT DEVIATIONS ARE ENCOUNTERED BETWEEN THE DESIGN DRAWING DIMENSIONS AND FIELD CONDITIONS. COORDINATION OF WORK BY ALL TRADES IS THE RESPONSIBILITY OF THE CONTRACTOR.

X2SAWCUT CONCRETE TO BE REMOVED TO A DEPTH OF AT LEAST 1 INCH AROUND THE PERIMETER PRIOR TO FINAL BREAK-OUT. PROVIDE A CLEAN TRANSITION BETWEEN WORK TO BE REMOVED AND WORK TO REMAIN.

X3LIMIT REMOVAL OF STRUCTURAL CONCRETE SLABS TO ONE SIDE OF A CONCRETE JOIST OR BEAM ONLY. DO NOT REMOVE CONCRETE BEAMS OR JOISTS UNLESS SPECIFICALLY NOTED ON THE DRAWINGS.

PI1THE FOLLOWING WERE USED AS THE BASIS OF DESIGN FOR POST-INSTALLED ANCHORS IN CAST-IN-PLACE CONCRETE:

A. KWIK BOLT TZ EXPANSION ANCHORS AS MANUFACTURED BY HILTI, INC.B. HIT-HY 200 ADHESIVE WITH THREADED BAR AS MANUFACTURED BY HILTI, INC.C. KWIK HUS-EZ SCREW ANCHORS AS MANUFACTURED BY HILTI, INC.

PI2POST-INSTALLED ANCHORS OF EQUAL QUALITY MAY BE SUBSTITUTED IF APPROVED BY THE ENGINEER.

PI3INSTALL POST-INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. REINFORCING STEEL DOWELS, THREADED RODS, AND ANCHORS SHALL BE FREE OF DUST, GREASE, RUST, AND OTHER MATERIALS THAT WILL IMPAIR BOND WITH CONCRETE.

PI4USE ONLY NON-REBAR CUTTING DRILL BITS TO DRILL HOLES IN CONCRETE AND CONCRETE MASONRY UNITS. LOCATE EXISTING REINFORCING STEEL BY NON-DESTRUCTIVE MEANS PRIOR TO DRILLING HOLES. DO NOT CUT OR DAMAGE EXISTING REINFORCING STEEL UNLESS APPROVED BY ENGINEER.

PI5REPAIR EXISTING CONCRETE THAT HAS BEEN DAMAGED AND FILL DRILLED HOLES THAT HAVE BEEN ABANDONED WITH NON-SHRINK GROUT. NOTIFY ENIGNEER OF CONDITION BEFORE BEGINNING REPAIRS.

PI6PROVIDE GALVANIZED ANCHORS WHERE EXPOSED TO WEATHER.

SJ1REFER TO DIVISION 05 SPECIFICATION SECTION - STEEL JOISTS - FOR REQUIREMENTS IN ADDITION TO THOSE LISTED BELOW.

SJ2A QUALITY CONTROL PROGRAM OF FIELD TESTING AND INSPECTION WILL BE PERFORMED ON STEEL JOIST ERECTION AND CONNECTIONS IN ACCORDANCE WITH THE SPECIFICATIONS. SCHEDULE WORK AND PROVIDE ACCESS TO ALLOW TESTING REQUIREMENTS TO BE COMPLETED. DO NOT ERECT DAMAGED JOISTS.

SJ3STEEL JOISTS INCLUDE PROPRIETARY JOISTS (K-SERIES, LH-SERIES AND DLH-SERIES) MANUFACTURED TO CONFORM TO CRITERIA OF THE STEEL JOIST INSTITUTE "STANDARD SPECIFICATIONS", LATEST EDITION. DESIGN STEEL JOISTS FOR THE REQUIRED DEPTHS, SPANS, AND LOADINGS INDICATED ON THE DRAWINGS. DESIGN EXTENDED ENDS FOR SAME UNIFORM LOAD CAPACITY AS THE MAIN SPAN, UNLESS NOTED. POINT LOADS ARE IN ADDITION TO UNIFORM LOAD CAPACITY REQUIRED BY JOIST DESIGNATION.

SJ4SUBMIT DETAILED AND CHECKED SHOP DRAWINGS INDICATING INFORMATION NECESSARY FOR FABRICATION AND ERECTION OF JOISTS, ANCHORAGES, BRIDGING AND ACCESSORIES. SUBMIT ENGINEERING DESIGN CALCULATIONS FOR JOISTS DESIGNATED AS “SP” JOISTS.

SJ5PROVIDE CONTINUOUS BRIDGING FASTENED DIRECTLY TO EACH JOIST (HORIZONTAL BRIDGING FOR K-SERIES JOISTS, DIAGONAL BRIDGING FOR LH-SERIES AND DLH-SERIES JOISTS) IN ACCORDANCE WITH STEEL JOIST INSTITUTE RECOMMENDATIONS.

SJ6USE DOUBLE ANGLES FOR CHORD MEMBERS. ROUND BOTTOM CHORDS ARE NOT ACCEPTABLE.

SJ7THE MINIMUM THICKNESS FOR CHORD MEMBERS, WEB MEMBERS AND BRIDGING IS 7/64 INCH. SPLICE INDIVIDUAL CHORD MEMBERS IN ALTERNATE PANELS. FIELD SPLICES ARE UNACCEPTABLE WITHOUT PRIOR REVIEW AND ACCEPTANCE BY THE ARCHITECT/ENGINEER.

SJ8HANG LOADS FROM STEEL JOISTS ONLY AT INTERSECTING POINTS OF WEB AND CHORD MEMBERS. SUSPEND LOADS ONLY WITH ACCEPTABLE JOIST HANGER DEVICES. DO NOT HANG LOADS GREATER THAN THE LOADS NOTED ON THE DRAWINGS.

SJ9COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART R FOR ERECTION OF STEEL JOISTS.

TENSION LAP SPLICE LENGTHS FOR BARSENCLOSED IN TIES OR STIRRUPS

TENSION LAP SPLICE LENGTHS FOR BARSNOT ENCLOSED IN TIES OR STIRRUPS

NOTES:1. TABULATED VALUES ARE GIVEN IN INCHES.2. DIVIDE TABULATED VALUES BY 1.30 TO ACHIEVE STRAIGHT BAR TENSION DEVELOPMENT

LENGTHS.3. APPLY A 1.30 MULTIPLIER ON TABULATED VALUES FOR USE IN LIGHTWEIGHT CONCRETE.4. APPLY A 1.50 MULTIPLIER ON TABULATED VALUES FOR EPOXY COATED BARS WITH COVER LESS

THAN 3 BAR DIAMETERS OR CLEAR SPACING LESS THAN 6 BAR DIAMETERS. APPLY A 1.20 MULTIPLIER ON ALL OTHER EPOXY COATED BARS.

5. MULTIPLIERS FOR LIGHTWEIGHT CONCRETE AND EPOXY COATING ARE ADDITIVE.6. TOP BARS ARE DEFINED AS HORIZONTAL REINFORCEMENT WITH MORE THAN 12 INCHES OF

CONCRETE CAST BELOW THE DEVELOPMENT LENGTH OR SPLICE.7. "SIDE LAP" LAP SPLICES TO MAINTAIN SPECIFIED CONCRETE COVER. WHEN BARS OF

DIFFERENT SIZE ARE LAP SPLICED, USE THE SPLICE LENGTH OF THE SMALLER BAR.8. NON-CONTACT SPLICES NOT PERMITTED.

BAR

SIZE

#3 28 22 6 25 19 6 22 17 6

#4 38 29 8 33 25 7 29 23 6

#5 47 36 10 41 31 8 36 28 7

#6 56 43 12 49 37 10 44 34 9

#7 81 63 13 71 54 12 63 49 10

#8 93 72 15 81 62 13 72 56 12

#9 105 81 17 91 70 15 81 63 13

#10 118 91 19 102 79 17 92 71 15

#11 131 101 22 114 87 19 102 78 17

#3 17 16 6 16 16 6 16 16 6

#4 28 22 8 25 19 7 22 17 6

#5 41 32 10 36 28 8 32 25 7

#6 56 43 12 49 37 10 44 34 9

#7 90 69 13 78 60 12 70 54 10

#8 112 86 15 97 74 13 87 67 12

#9 135 104 17 117 90 15 105 81 13

#10 162 125 19 141 108 17 126 97 15

#11 190 146 22 165 127 19 147 114 17

STD

HOOK DEV

STD

HOOK DEVTOP OTHER

STD

HOOK DEV

BAR TYPE

3,000 PSI

TOP OTHER

BAR TYPE

TOP OTHER

BAR TYPE

4,000 PSI 5,000 PSI

BAR

SIZE STD

HOOK DEV

STD

HOOK DEVTOP OTHER

STD

HOOK DEV

BAR TYPE

3,000 PSI

TOP OTHER

BAR TYPE

TOP OTHER

BAR TYPE

4,000 PSI 5,000 PSI

CONCRETE COMPRESSIVE STRENGTH

CONCRETE COMPRESSIVE STRENGTH

BRACE FRAME LOCATIONS, SEE S0211

INDICATES DIMENSIONS TO BE COORDINATED DURING CONSTRUCTION WITH APPROVED EQUIPMENT.

MASONRY BEARING OR SHEAR WALL. SEE SCHEDULES ON S0401.

SLAB/DECK OPENING. SET EDGE OF SLAB AT 6" UNLESS NOTED OTHERWISE. SEE S0503 FOR BEAM SIZES IF NOT INDICATED ON PLAN.

SPANDREL BRACE LOCATIONS, SEE S0501

OPENING IN WEB OF BEAM. SEE S0501 FOR OPENING SCHEDULE. BEAM OPENING IS TO BE CENTERED BETWEEN ADJACENT BEAM CONNECTION POINTS (UNO)

SPAN DIRECTION OF COMPOSITE FLOOR SLAB. SEE SCHEDULE ON S0503 FOR SLAB REQUIREMENTS.

SPAN DIRECTION OF METAL ROOF DECK. SEE SCHEDULE ON S0503 FOR DECK REQUIREMENTS.

RDO_RDO_

FDO_


T: 716.773.6800F: 716.773.5909


Drawing Title:


© C

annonD

esig

n 2

017

All

rights

reserv

ed. N

o p

art

of th

is d

ocum

ent m

ay

be r

epro

duced o

r utiliz

ed in a

ny form

, w

ithout prior

written a

uth

orization b

y T

he C

annon C

orp

ora

tion.



Rochester, NY 14607(585)442.8550


(585)388.2060


Buffalo, NY 14203(716)206.5100


Ithaca, NY 14850(607)277.4004






6/2

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S0001

GENERAL NOTES ANDABBREVIATIONS

TLC04827.00

STRUCTURAL DESIGN LOADS

MISCELLANEOUS

STRUCTURAL STEEL NOTESFOUNDATION NOTESABBREVIATIONS STRUCTURAL CONCRETE NOTES

DEMOLITION AND SHORING NOTES

POST INSTALLED ANCHORS

STEEL JOIST NOTES

TENSION LAP SPLICE LENGTHSFOR GRADE 60 REINFORCEMENT

PLAN SYMBOL LEGEND

3

S0101

5

S0101

5" SOG W/ WWF 6x6 - W2.1 x W2.1SLOPE TO DRAIN. TYP

464'-5 1/2"

464'-5 1/2"

464'-5 1/2"

464'-5 1/2"464'-5 1/2"

464'-5 1/2"

464'-5 1/2"

FA

F9

F10

F16

F17

F18

F19

10"

8'-11

"1

0"

8'-11

"5

"5

"8

'-11

"1

0"

10"

8'-11

"1

0"

8'-11

"5

"5

"1

0"

8'-11

"1

0"

8'-11

"1

0"

8'-11

"5

"5

"8

'-11

"1

0"

3'-10"

3'-10"

TYP

TYP

14

S0101

SimTYP

3'-0

"

OP

EN

ING

4'-2

"2

'-6

"

1'-0"10"3'-0"

#6@18" OC EFHORIZ. EPOXY COATED

#8@12" OC EFVERT. EPOXY COATED

DOWELS TO MATCH VERT REINFOR

3/4" CHAMBER

FA

SAWCUT NEW OPENING IN EXISTING WALL. SEE NOTE 1.

HSS LINTEL, GALV.

1'-0

"

T/WALL TO MATCH EXISTING BRICK

LEDGE ELEVATION

T/FTG 464'-5 1/2"

T/SLAB 465'-0"

T/SLAB 466'-8"

T/WALL 472'-8 1/4"

VIF

#4@18" X 2'-0" LONGEPOXY COATEDDRILL & EPOXY W/ 4" EMBED

(5)-#6 LONG

#6@12" OC TRANS

AREAWAY DRAINAGE.SLEEVE WALL

NON-SHRINK GROUT

3 1

/2"

L6x6x3/8x0'-6" LONGW/ 1/2" SCREW ANCHOR

NOTE: 1. COAT ALL EXPOSED REBAR WITH CORROSION INHIBITOR.

10"

1. TOP OF LEVEL 01 SLAB ELEVATION - REFER TO 3/S0101.2. INDICATES TOP OF FOOTING ELEVATION. COORDINATE

WITH EXISTING FOOTINGS ELEVATIONS.3. INDICATES TOP OF EXISTING FOOTING ELEVATION.

THESE ELEVATIONS ARE ASSUMED AND SHOULD BE CONSIDER APPROXIMATE. VERIFY IN FIELD.

4. INDICATES DIMENSIONS TO BE COORDINATED DURING CONSTRUCTION WITH APPROVED EQUIPMENT.

NOTE: 1. INSTALL STEEL FRAMING SUPPORT PRIOR TO CUTTING CONCRETE JOISTS. 2. ONLY CUT CONCRETE JOIST SHOWN. LEAVE A MIN OF 3" OF SLAB ADJACENT TO JOIST STEM.

TYPICAL CONCRETE JOIST,DO NOT REMOVE

TYPICAL WEB BRACING, DO NOT REMOVE

3"

CLE

AR

OPEN OPEN

F10

W8

x1

8

W8

x1

8

6"Ø STD PIPETYP.

9

S0101

W8x18

SIM

FD

W8x18

PROVIDE CONNECTION TO EXIST JOIST BRACE.

F17

FOUNDATION WALL

FOOTING

EXISTING FOOTING

7'-10" OPENING

OP

EN

ING

4'-2

"

HS

S8

x4

x1/2

HSS8x4x1/2

HS

S8

x4

x1/2

GRATING7'-3"

3'-9

"

BASEPLATE WITH SCREW ANCHOR

(3) L6x6 CLIP ANGLES PER LINTEL GALV

GALV

GA

LV

GA

LV

GRATING

L3x3x3/8 GALV ANGLEW/ 3/4"Ø GALV HAS RODS W/ EPOXY ADHESIVE. EMBED 4". ALL SIDES OF AREAWAY

MIN3"

FOUNDATION WALL

UTILITY TRENCH, TAKE PRECAUTIONS NOT TO UNDERMINE EXISTING WALLS TO REMAIN.

16

S0101

Sim

BARBER SHOP

AD

A19A1118A17A16

AHDENTAL

16

S0101

Sim

EXISTING

1/2" Ø @18"x1'-6" SMOOTH DOWELS. GREASE END OF DOWEL IN NEW SLAB.

DRILL 6" INTOEXISTING SLAB

T/SLAB

SOG SUB BASE - BACK FILLAND COMPACT

MIN 5" SLAB ON GRADE

EQ

EQ

EXISTING

5"

MIN

3

S0101

5

S0101

4

S0101

FA

F9

F10

F16

F17

F18

F19

W19-4 (1 1/2"x1/8) GALVANIZED STEEL GRATING

TYP

TYP

TYP

TYP

TY

P

3'-0

"

REMOVABLE GRATING NOTE 1

NOTE: 1. PROVIDE 3'-0" OF REMOVABLE GRATING AT EACH AREAWAY. GRATING TO BE FASTENED TO PREVENT TAMPERING BUT ALLOWS FOR MAINTENANCE.

NOTES:1. PROVIDE ENGINEERED FILL IN AREAS THAT DO NOT STABILIZE UNDER

PROOFROLLING.

PROOFROLLED SUB-GRADE

NOTE 2

CONTINUOUSVAPOR BARRIER

DRAINAGE COURSE

SLAB-ON-GRADE

T/SLAB

SEE PLAN

SE

E P

LA

N

SE

E P

LA

N

#4x24"@12" EFDRILL AND ADHESIVE ANCHOR 6" INTO EXISTING FOUNDATIONS

T/EXISTING FDTN

SEE PLAN AND VIF

EXISTING FDTNWALL AND FTG

FDTN WALL - SEE SPECIFIC WALLSECTIONS FOR FURTHER INFORMATION.

T/FDTN

SEE PLAN AND VIF

MIN4"

NOTES:1. ALIGN BOTTOM OF NEW AND EXISTING FOOTINGS.

STEP FOOTING AND WALL AS REQUIRED PER TYPICAL DETAILS.2. EXTEND NEW FOUNDATIONS DOWN TO THE

MINIMUM DEPTH.

13 MIN

2-#5CONT

DRAINAGE COURSE

#5@12"#5@12" EW, T&B

ENGINEERED FILL

2'-0

"

4'-0"

MIN

FR

OS

T D

EP

TH

2'-0"

1'-0"

1'-0

"

.

3 MIN

1

2'-0" 2'-0"

SIT

ES

EE

1'-0

"

1'-0

"

1'-0"

3"

2"

#5@12" T&B#5@12" EW, T&B.

9

S0101

W8x18

W8x18

W1

2x16

OPEN

OPEN

OPEN

10

S0101

CJCL

C5

LEVEL 01465'-0"

BASEMENT C454'-0"

BASEMENT C454'-0"

2" DRYPACK NON-SHRINK GROUT UNDER CONCRETE JOIST STEM

1/2" BASEPLATE W/(4) 3/4" SCREW ANCHORS

3"

4"

3/8" BENT PLATE W/(2) 3/4" SCREW ANCHORS

1/2" PLATE W/(4) 3/4"Ø BOLTS

5"

6"Ø STD PIPE

EXIST SOG

LEVEL 01465'-0"

EXISTING CONCRETE JOISTS

6"Ø POST

WF FRAMING

NON-SHRINK GROUT

CL

STRUCTURAL STEELMEMBERS - SEE PLAN

C8x11.5

C8x11.5

NOTES:1. COORDINATE EXACT SIZE AND LOCATION OF OPENINGS W/

ARCH AND MEP REQUIREMENTS.2. GROUPS OF CLOSELY SPACED OPENINGS ARE TO BE FRAMED

AS A SINGLE LARGE OPENING.

C8x11.5

C8x11.5

6'-0

" M

AX

11'-0" MAX

SPAN OF DECK


T: 716.773.6800F: 716.773.5909

N

KEY PLAN

A

B1

C2

D1

E

F

D1

C1

D2

B2


Drawing Title:


© C

annonD

esig

n 2

017

All

rights

reserv

ed. N

o p

art

of th

is d

ocum

ent m

ay

be r

epro

duced o

r utiliz

ed in a

ny form

, w

ithout prior

written a

uth

orization b

y T

he C

annon C

orp

ora

tion.



Rochester, NY 14607(585)442.8550


(585)388.2060


Buffalo, NY 14203(716)206.5100


Ithaca, NY 14850(607)277.4004






6/2

9/2

018

7:2

5:5

0 A

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vt

S0101

AREAWAY PLAN ANDDETAILS / TYPICAL

FOUNDATION DETAILS

Checker04827.00

1/8" = 1'-0"1

LEVEL 01 - AREA F 1/2" = 1'-0"3

TYPICAL AREAWAY SECTION

1/8" = 1'-0"7

MECHANICAL OPENINGS - AREA F

3/8" = 1'-0"5

TYPICAL LINTEL ELEVATION

NTS4

TYPICAL GRATING SUPPORT DETAIL

NTS15

DENTAL OFFICE / BARBER SHOP -PLUMBING TRENCH

1/2" = 1'-0"16

SLAB ON GRADE TRENCH INFILL

1/8" = 1'-0"2

LEVEL 02 - AREAWAY FRAMING

NON-SHRINK DRYPACK GROUT

1/2" = 1'-0"13

TYPICAL SLAB ON GRADE

1/2" = 1'-0"14

TYPICAL FOUNDATION WALL AT EXISTING

1/2" = 1'-0"12

TYPICAL SITE PAD DETAIL

1/2" = 1'-0"11

SITE PAD STEP IN ELEVATION DETAIL

WWF REINFORCING

1/8" = 1'-0"8

MECHANICAL OPENINGS GYM - AREA C

1/2" = 1'-0"9

FLOOR FRAMING SUPPORT FOR MECH OPENINGS

3/4" = 1'-0"10

MECHANICAL OPENING -

3/4" = 1'-0"6

TYPICAL FRAMING AT OPENINGS INSLAB ON STEEL DECK AND ROOF DECK

A2

AS

AR

3

S0102

5" SLABW/ WWF 6x6 - W2.1 x W2.1 ON

GEOFOAM FILL.

± 80'-11"

BJ

BK

BH BH

B13B9 B10 B11 B12 B14

BLHSS4x4x5/16

48

'-1

1"

VIF

CHIILER W/ CURB

MAX WEIGHT 8,000 LBS

EX

IST

28

LH

EX

IST

28

LH

EX

IST

28

LH

EX

IST

28

LH

EX

IST

28

LH

EX

IST

28

LH

12

EX

IST

28

LH

12

EX

IST

28

LH

EX

IST

28

LH

EX

IST

28

LH

EXIST W16x40 EXIST W16x40

EXIST W16x40EXIST W16x40

EX

IST

28

LH

EX

IST

28

LH

4

S0102

NOTE1: FIELD SPLICE JOISTS. COORDINATE BEAM BEARING SEATS WITH EXISTING STEEL FRAMING, MODIFY BRIDGING AS REQUIRED. ALIGN TOP CHORD FLUSH TO BOTTOM OF DECK.

BJ

BK

BH

B13B9 B11 B12

BL

SE

E N

OT

E 1

SE

E N

OT

E 1

EX

IST

28

LH

± 19'-6" ± 19'-6" ± 19'-6"

± 4

8'-1

1"

EXIST W16x40

14'-9 3/8" 14'-9 1/4"

SE

E N

OT

E 1

6

S0102

SE

E N

OT

E 1

SE

E N

OT

E 1

SE

E N

OT

E 1

SE

E N

OT

E 1

SE

E N

OT

E 1

SE

E N

OT

E 1

28

LH

13

L5x5x3/8

28

LH

13

28

LH

13

28

LH

13

28

LH

13

28

LH

13

28

LH

13

28

LH

13

28

LH

13

EXIST W16x40

13

S0102

13

S0102

SP

SP

SP

SP

SP

11

'-0

1/2

"1

9'-9

"1

8'-1

1/2

"

SP

SP

SP

SP

MUSIC AREA ROOF484'-0"

EXISTING BRICK

CURTIAN WALL

EXISTING WF

(2) 2 1/2x2 1/2x1/4 @ EACH EXIST JOIST

BL

ATTACH BRACE TO JOIST PANEL POINT

WT8x15.5 HANGER@ EACH JOIST

CON'T L5x5x3/8 GALVBRICK SUPPORT ANGLE

EXISTING STEEL JOIST

9"

T/STL 481'-10 1/2"

1.5"

1.5"

NOTE:REMOVE AND SALVAGE EXISTING BRICK FOR ANGLE INSTALLATION. REUSE EXISTING BRICK FROM OPENING

LEVEL 01465'-0"

BL

5" SLAB

HSS3x3x3/8 @ 24" OC1/2x8"x1'-7" BP

3/4"Ø KWI HUS-EZ SCREW ANCHOR @ 16" OC W/ 4" EMBED

EXIST FND WALL

1"

HSS4x4x3/8

1/2" PLATE

L7x4x1/2

1'-2

"

4" 4"

1'-4"

WS =200 PLF

WS = 100 PLF

WDL = 150 PLF

.

SEE PLAN

SPAN

WS = 100 PLF

WS =200 PLF

.

PC

8'-0" 8'-0"

CHILLER LOADS PC:DEAD = 0.65kSNOW = 0.45kWIND = 0.25k DOWNWARD : 1.4k UPLIFT SEISMIC = 0.04k DOWNWARD AND UPLIFT

PC

MUSIC AREA ROOF484'-0"

BL

EXISTING STEEL JOIST

EXISTING STEEL COLUMN

CURTAIN WALL

NOTE:EXISTING BEAM TO COLUMN CONNECTION IS UNKNOWN. PROVIDE EOR WITH DETAIL OF EXISTING CONNECTION FOR REVIEW AND ANALYSIS PRIOR TO WELDING OF CONNECTION.

B8 B9

BC

BD

B8.2

VIF± 8"

VIF

± 19'-6"

VIF

± 1

5'-1

0"

VIF

± 3

'-3

"

EXIST W10x15

EXIST W10x15

EX

IST

W1

0x1

5

EXIST W8x13

EXIST

W8x13

EX

IST

W1

0x15EXIST W10x15

BUILDING FACE

NOTE:1. INDICATES BEAMS TO BE REMOVED. UNBOLT EXISTING DOUBLE ANGLE CONNECTIONS.2. CLEAN EXISITNG STEEL TO REMAIN TO SSPS 2. PAINT EXISTING DUNNAGE STEEL.

B8 B9

BC

BD

B8.2

15'-2 1/4" 2'-6"

RTU-1 MAX WEIGHT 4800 lb

RTU-2MAX WEIGHT 2200 lb

3'-1

"

VIF

3'-3

"

7'-1 1/2" 5'-6 1/2"

EX

IST

W1

0x1

5

EX

IST

W1

0x15

EXIST W10x15

W10x22

W10x22

20'-2" VIF

19'-6" VIF

9

S0102

W1

0x15

W1

0x15

VIF

3'-0

"6

'-11

"

W10x15

W10x22

W10x22TYP

L3 1/2x3 1/2x1/4-2"

TYP BRACE

.

LEVEL 02476'-8 1/4"

B9

EXISTING WF10 FRAMING

W10 FRAMINGCOPED ENDS T/STL 478'-8 1/4"

2L3 1/2x3 1/2x1/4 x 0'-6" LONG (2) 3/4" A325 BOLTS

VIF

EXIST ROOF

C W/ CURB MAX WEIGHT

6,500 LBS

C W/ CURB MAX WEIGHT

3,500 LBS

EX

IST

WF

14

x3

4E

XIS

T B

12

x1

6.5

EX

IST

WF

24

x8

4E

XIS

T W

F21

x6

2

12K5

12K5

12K5

12K5

12K5

12K5

EXIST SJ 124

EXIST SJ 124

EXIST SJ 124

EXIST SJ 124

EXIST SJ 124

EXIST SJ 124

EXIST SJ 124

EXIST B12x16.5

12K5

12K5

12K5

C7

C6

C5

C4

NOTE 1: COORDINATE BEAM BEARING SEATS WITH EXISTING STEEL FRAMING, MODIFY BRIDGING AS REQUIRED. 2: TEMPORARILY REMOVE CEILINGS AND MEP EQUIPMENT FOR NEW JOIST PLACEMENT, REINSTALL WHEN COMPLETE.

12K5

12K512K5

12K5

22'-2 15/16"

12K5

12K5

12K5

12K5

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16

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7'-6

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1'-3

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ALT

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15

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14

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TYP

WS =109 PLF

WS = 135 PLF

WDL = 60 PLF

SEE PLAN

SPAN

WS = 50 PLF

WS =70 PLF

.

PC

8'-0"

CHILLER LOADS PC:DEAD = 0.33kSNOW = 0.2kWIND = 0.14k DOWNWARD : 0.72k UPLIFT SEISMIC = 0.025k DOWNWARD AND UPLIFT

PC

LEVEL 02476'-8 1/4"

1/4 2-56" EA END

C8

EXIST WF

CW

NOTE: PROVDE REINFORCING FOR FULL LENGTH OF BEAM

LEVEL 02476'-8 1/4"

EXIST WF24

WT7x30.5

CS

1/4 2-8

1/4 2-86" EA END

NOTE: PROVIDE REINFORCING TO WITHIN 6" OF END OF BEAM

LEVEL 02476'-8 1/4"

PL1"x10"

EXIST WF21

CS

1/4 2-12

1/4 2-126" EA END

NOTE: PROVIDE REINFORCING WITHIN 6" OF END OF BEAM

ADDITIONAL WEB MEMBERS WELDED TO PANEL POINT AND OPPOSITE CHORDAPPLIED LOAD

(SEE NOTE 1)APPLIED LOAD (SEE NOTE 2)

APPLIED LOAD (SEE NOTE 2)

APPLIED LOAD (SEE NOTE 1)

STEEL JOIST-SEE PLAN

NOTES:

1. CONCENTRATED LOAD NOT APPLIED AT JOIST PANEL POINT -PROVIDEAN ADDITIONAL L1 1/4x1 1/4x3/16 WEB MEMBER EACH SIDE OF JOIST.

2. CONCENTRATED LOAD APPLIED AT JOIST PANEL POINT - NO ADDITIONAL

WEB MEMBERS REQUIRED.3. JOIST MANUFACTURER SHALL REVIEW APPLIED LOADS.

3/16

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T: 716.773.6800F: 716.773.5909

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Rochester, NY 14607(585)442.8550


(585)388.2060


Buffalo, NY 14203(716)206.5100


Ithaca, NY 14850(607)277.4004






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COLLABORATORIUM,RTU 1&2 , LOCKER ROOM

CHILLER DETAILS

Checker04827.00

1/8" = 1'-0"1

COLLABORATORIUM FLOOR INFILL - AREA B2

1/8" = 1'-0"2

COLLABORATORIUM ROOF FRAMING - AREA B2

3/4" = 1'-0"4

COLLABORATORIUM WALL OPENING ROOF DETAIL

3/4" = 1'-0"3

COLLABORATORIUM WALL FOUNDATION SECTION

3/4" = 1'-0"5

JOIST LOADING DIAGRAM - 28LH13 SP 3/4" = 1'-0"

6COLLABORATORIUM WALL OPENING ROOF AT COLUMN

1/8" = 1'-0"7

RTU - DUNNAGE FRAMNG DEMOLITION - AREA B1

1/8" = 1'-0"8

RTU - DUNNAGE FRAMING - AREA B1

1/2" = 1'-0"9

TYPICAL BEAM CONNECTION

1/8" = 1'-0"11

CHILLER FRAMING PLAN - AREA C2 - ALT #1 & ALT #2

3/4" = 1'-0"12

JOIST LOADING DIAGRAM - ALT #1 & ALT #2

3/4" = 1'-0"13

EXTERIOR BEAM REINFORCING

3/4" = 1'-0"14

INTERIOR WF24 REINFORCING - ALT #1

3/4" = 1'-0"15

INTERIOR W21 REINFORCING - ALT #2

3/4" = 1'-0"16

TYPICAL JOIST REINFORCEMENTAT CONCENTRATED LOADS

NOTE: REFER TO ARCH DETAIL 6/A0411




Subject: JAVEN-NM0101.1TO: Ed Jones (Watts Architecture & Engineering)








LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 01:11 PM on 08/01/2018 Drawing NMl0101. 1 Note AA-16 refers to ACM paper waterproofing at the eXterior bricks and at "contact of foundation walls". Does the foundation wallwhere the penetrations are occuring have asbestos waterproofing that will need to be abated? If so does this asbestos contractor do the penetrations?

Official Response: Judy Richards (Cannon Design) responded on Wednesday, August 1st, 2018 at 3:33PM EDTWatts Comment: Watts AE sampled the foundation waterproofing on the concrete foundation of the F Wing at the proposed light well locations. Noasbestos was detected in samples of the waterproofing on the concrete foundation.The foundation walls are not considered to have asbestos-containing waterproofing. The abatement design does not assume that foundationpenetrations have to be performed as an asbestos abatement or disturbance project.Attachments:

BY DATE COPIES TO






Subject: JAVEN-D0201.3TO: Jared Messina (Cannon Design)








LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 01:12 PM on 08/01/2018 Drawing D0201. 3 has new door openings cut in per Note 7. Will these openings require lintels? If so, please provide detail. This demolition Note 7occurs in other areas as well.

Official Response: Jared Messina (Cannon Design) responded on Wednesday, August 1st, 2018 at 2:23PM EDTRefer to specification section 055000 for loose steel lintel requirements.Attachments:

BY DATE COPIES TO






Subject: JAVEN-D0202.3TO: Jared Messina (Cannon Design)







DRAWING NUMBER: D0202.3 SPEC SECTION:

LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 01:16 PM on 08/01/2018The existing ceilings in Corridors GC2.1 and DC-2.1 are designated to be removed per Note 14. The corresponding asbestos drawing HM02020. 3deignates these corridors as 2C-2 and 2P-2 and does not indicate them to be asbestos. Is that correct or should these be removedas asbestos?

Official Response: Jared Messina (Cannon Design) responded on Wednesday, August 1st, 2018 at 2:37PM EDTGC2.1 / 2C-2 cannot be located. DC-2.1 / 2P-2 are drop ceilings. The HM drawings do not indicate that drop ceilings are an ACM concern. Attachments:

BY DATE COPIES TO






Subject: JAVEN-C0020TO: Ed Jones (Watts Architecture & Engineering)







DRAWING NUMBER: C0020 SPEC SECTION:

LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 01:28 PM on 08/01/2018Detail 3 - Utility Plan Enlargement has a note "assumed locations of existing Fuel Tankto be removed (CIF), see abatement drawings for additional information". We cannot find any informatin on the abatement drawings. Is this a separatecontractor that we are to coordinate only

Official Response: Judy Richards (Cannon Design) responded on Wednesday, August 1st, 2018 at 3:53PM EDTDetail 3 - Utility Plan Enlargement has a note "assumed locations of existing Fuel Tank to be removed (CIF), see abatement drawings foradditional information". We cannot find any information on the abatement drawings. Is this a separate contractor that we are to coordinateonly Watts Response: Watts AE was not authorized to conduct any investigation, nor authorized to prepare any fuel oil tank removal or evaluation specification,or prepare any sort of note regarding the removal or disposition of a possible fuel oil tank. Watts AE was not authorized to take any ownership for dealing with a possible fuel oil tank. The possible location of a possible fuel oil tank or tanks was noticed on an older site drawing. Subsequently the environmentalcoordinator at the Rochester City School District was contacted who reportedly conducted a review of RCSD files. No informationconcerning closure of the possible fuel oil tank was reportedly located in RCSD files. The only documentation for the tank that the RCSDenvironmental coordinator found was a drawing showing the location of a tank or tanks. The comment in note 3, on the Utility Plan Enlargement “see abatement drawings for additional information" is a bit mis-leading sinceWatts AE has no further information to offer. We recommend that the disposition of a possible fuel oil tank or tanks be coordinated with the RCSD environmental coordinator which canprovide the drawing showing the possible fuel oil tank locationAttachments:

BY DATE COPIES TO






Subject: Rochester Colonial Mfg.TO: Jared Messina (Cannon Design)








LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 02:14 PM on 08/01/2018We would like to inquire about substituting either the Norton 9500 series or Corbin Russwin DC8000 closers for the LCN 4000. I have attached cutsheets showing these products are like products and meet all the same requirements as the LCN. Also, There is no specification for the hollow metal doors and frames, please advise

Attachments:DOC072618.pdf

Official Response: Jared Messina (Cannon Design) responded on Wednesday, August 1st, 2018 at 3:15PM EDTPer Specification section 002113 - INSTRUCTIONS TO BIDDERS: "15.01 EQUIVALENTS: Where, in these specifications, certain kinds, types, brands, ormanufacturers of materials are named, they shall be regarded as the required standard of quality. If two or more are named, these are presumed to be qualitatively equal, and the Contractor may select any one of the named items. If the bidder desires to use any kinds, types, brands, or manufacturers of materials other than those named in the specifications, it shall indicate in writing, with its bid or prior to Contract Award, the kind, type, brand or manufacturer presumed as an equivalent in its bid. 1. If proposing an equivalent product or material, the bidder must submit a Request for Equivalent Review Form (Section 00 63 19) with its bid or prior to Contract Award. The Architect will review the product or materials proposed as “equivalent” by the bidder and make a determination as to whether such product or materials are equivalent to those set forth in the Contract Documents. If not found to be equivalent by the Architect and if the requirement for equivalency is not waived by the Owner, the bidder must indicate in writing prior to the award of contract that it will provide the specified product or materials without any increase in compensation, or the Owner

Cannon Design Page 1 of 2 Printed On: 08/01/2018 03 :18 PM


https://storage.procore.com/v4/d/us-east-1/pro-core.com/prostore/20180801181418_production_1758968904.pdf?sig=745174216eeb104cd82d8cfa69ea8d9b29d5944b27936f1e0ce6111e829e72d8

may reject its bid as non-responsive. 2. The burden of proof of the equivalency of the proposed equivalent products or material is upon the bidder. The Architect's decision to approve or disprove a proposed equivalent shall be final." The information provided is insufficient in order to perform a side by side full evaluation of substitution. All requests to be submitted the contract isawarded shall be governed by Specification section 007216 - GENERAL CONDITIONS. The Specification section for hollow metal doors is 081113 - HOLLOW METAL DOORS AND FRAMES.Attachments:

BY DATE COPIES TO






Subject: Northeast Interior Systems, Inc.TO: Jared Messina (Cannon Design)








LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 02:15 PM on 08/01/2018On the finish schedule, room E-115 list both plastic laminate and wood. Please clarify what is plastic laminate and what is to be wood?

Official Response: Jared Messina (Cannon Design) responded on Wednesday, August 1st, 2018 at 3:21PM EDTRefer to elevations on sheet A0603.Attachments:

BY DATE COPIES TO






Subject: Northeast Interior Systems, IncTO: Jared Messina (Cannon Design)








LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 02:16 PM on 08/01/2018Please clarify if art rooms F-306, F-310 & F-311,Kiln room F-308 and classroom 214 are to have wood casework per the finish schedule or plasticlaminate as these rooms are not laboratory classrooms?

Official Response: Jared Messina (Cannon Design) responded on Wednesday, August 1st, 2018 at 3:39PM EDTF-306, F-310 & F-311, F-308 are correct. F-214 should match the finishes shown on the other "Classroom (6th)" rooms. This will be updated in the Addendum 003 issuance. Attachments:

BY DATE COPIES TO






Subject: Anderson Granite & Marble Restoration LLCTO: Jared Messina (Cannon Design)








LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 02:21 PM on 08/01/2018Heading suggests that polished terrazzo finish (>800 grit) is desired for this project but specs are asking for a clean & sealand/or grind & seal (80 grit]. Please clarify desired finish level: Level 1 (flat-low sheen, <100 grit) vs Level 4 (highly polished, 1800- 3000+ gnt).

Official Response: William Zografos (Cannon Design) responded on Thursday, August 2nd, 2018 at 1:06PM EDTThe heading is a Masterspec standard. Contractors should adhere to the level of finish identified within the specification and not assumed by theheading.Attachments:

BY DATE COPIES TO






Subject: Billitier ElectricTO: Richard Garrett (Popoli Design Group)

Don Brown (Cannon Design)







LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 02:41 PM on 08/01/2018Drawing E501, are panels LP1C - LP9C being re fed with new conduit and wire?

Official Response: Jared Messina (Cannon Design) responded on Thursday, August 2nd, 2018 at 10:43AM EDTResponse from Richard Garrett: Drawing shows these conduits/wires in lighter font, thus they are existing to remain. They just need to be extended and connected, as indicated, tothe new panel shown.Attachments:

All Replies: Response from Jared Messina (Cannon Design) at 10:43 AM on 08/02/2018

Response from Richard Garrett: Drawing shows these conduits/wires in lighter font, thus they are existing to remain. They just need to be extended and connected, as indicated, to thenew panel shown.

Attachments:

BY DATE COPIES TO














LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 02:48 PM on 08/01/2018Can 1/2" hardwood plywood drawer boxes with dovetailed joints be used? These are also SEFA 8 and AWS (AWI) approved construction.

Official Response: Jared Messina (Cannon Design) responded on Wednesday, August 1st, 2018 at 3:52PM EDTRefer to Specification Section 063023 - Interior Architectural Woodwork for millwork. If this is a question relating to wood laboratory casework, refer to 123553.19 for Wood Laboratory Casework (See section 2.8 Fabrication - 11).Attachments:

BY DATE COPIES TO






Subject: Manning Squires Hennig Co. IncTO: Jared Messina (Cannon Design)








LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 02:51 PM on 08/01/201815. Are all corridor lockers to be re-finished as part of the base bid and replaced via alternate #5 or does alternate #5 just pertain to the athletic lockers? Section 105113 references both athletic and corridor lockers.16. Please clarify countertop materials for lab and classroom casework. Area all Area D & E classrooms intended to have HPL counters, while labs atArea F are to have epoxy counters ? Furthermore general note 3 on A0601-0617 indicates countertops at sink locations to be solid surface, do thematerials alternate at the sinks? Please clarify

Official Response: Jared Messina (Cannon Design) responded on Wednesday, August 1st, 2018 at 4:17PM EDT15. Corridor Locker refinishing is part of the basebid. Alternate #5 only applies to the corridor lockers as shown in 1050113. Alternate #5 is for newlockers in the corridors. Athletic lockers will be new as part of the base bid.16. Refer to A600 for casework types, A1200 for materials and A1201/02/03 for the room finish schedules. The note indicates solid surface at all sinksunless otherwise noted. Refer to the finish schedule. Attachments:

BY DATE COPIES TO






Subject: Manning Squires Hennig Co. IncTO: Jared Messina (Cannon Design)








LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 02:53 PM on 08/01/201817. Please provide assumed quantity of access doors and frames furnished by the mechanical, electrical, and plumbing contractors for installation bythe general contractor.18. Please provide brick type to match existing required by section 042000.

Official Response: Jared Messina (Cannon Design) responded on Wednesday, August 1st, 2018 at 4:22PM EDT17. Refer to mechanical drawings and architectural A07 Series drawings for RCPs. The intention is to locate mechanical to allow access via the dropceilings.18. Contractor to submit sample for architects approval.Attachments:

BY DATE COPIES TO






Subject: Billitier Electric, IncTO: Richard Garrett (Popoli Design Group)

Don Brown (Cannon Design)







LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 02:54 PM on 08/01/2018refer to attacuhed

Attachments:RFI BE-02 wireway.pdf

Official Response: Jared Messina (Cannon Design) responded on Thursday, August 2nd, 2018 at 1:13PM EDTKeynote #4 on the E02 Power Plan Series drawings should be revised to indicate a three channel raceway as shown in detail 2 on sheet T502. The keynote will read "4. PROVIDE THREE CHANNEL RACEWAY FOR TEACHING STATION. ROUTE RACEWAY VERTICALLY NEXT TO IWB.VERIFY AND COORDINATE EXACT LOCATIONS WITH ARCHITECT ELEVATIONS. TYPICAL FOR ALL CLASSROOMS."Attachments:

BY DATE COPIES TO



https://storage.procore.com/v4/d/us-east-1/pro-core.com/prostore/20180801185450_production_1759024351.pdf?sig=61b19b8d4668a05c4a11c565b55624946367efebe3b1e9d29a2b785e10451a9b




Subject: JAVENTO: Mark Bollin (The Pike Company, Inc)







DRAWING NUMBER: C0020 SPEC SECTION:

LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 02:57 PM on 08/01/2018On Detail 3 Utility Plan Enlargement there are steel safety bollards around RGE switchgear and transformer pads. Are these bollards by the ElectricalContract?

Official Response: Mark Bollin (The Pike Company, Inc) responded on Wednesday, August 1st, 2018 at 3:36PM EDTThe General Construction Work Contract No. 2 is responsible to provide steel bollards in accordance with specification section 05500; bollards are tobe painted.Attachments:

BY DATE COPIES TO














LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 02:58 PM on 08/01/2018SEFA and AWI approved construction for cabinet doors is 3/4 M2 particle board with veneers front and back and 3mm wood edging around theperimeter. Is this acceptable? That is also what LSI's construction is.

Official Response: Jared Messina (Cannon Design) responded on Wednesday, August 1st, 2018 at 4:28PM EDTRefer to Specification Section 063023 - Interior Architectural Woodwork for millwork. If this is a question relating to wood laboratory casework, refer to 123553.19 for Wood Laboratory Casework (See section 2.8 Fabrication -11).Attachments:

BY DATE COPIES TO














LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 03:00 PM on 08/01/2018Are 5 disc locks acceptable verses pin tumbler locks. They can be keyed alike per room and master keyed as specified and are also SEFA and AWIapproved.Also, the specs say locks where indicated. the drawings show locks on almost all cabinets except some drawers. Is the intent that all cabinet doors anddrawers be lockable for both wood lab casework and plam casework?

Official Response: Jared Messina (Cannon Design) responded on Wednesday, August 1st, 2018 at 4:53PM EDTIf you wish to submit a substitution, please complete the Bidders Equivalent Proposal Form (004325.3) with your bid. The intention is shown on the drawings.Attachments:

BY DATE COPIES TO






Subject: Northeast Interior Systems, IncTO: Jared Messina (Cannon Design)








LINKED DRAWINGS:


COPIES TO:

Question from Judy Richards (Cannon Design) at 03:01 PM on 08/01/2018The fabrication section doesn't specify an edge banding. Is it the intent that all cabinet doors and drawers, cabinet body exposed edges, fronts ofshelves, etc... be banded with 1/8" (3mm) solid maple?

Official Response: Jared Messina (Cannon Design) responded on Thursday, August 2nd, 2018 at 1:16PM EDTRefer to 064023 - Interior Architectural Woodwork (2.2 E) for Plam cabinetry and refer to 123553.19 - Wood Laboratory Casework (2.5 E) forlaboratory casework.Attachments:

BY DATE COPIES TO



Date of Addendum: August 2, 2018 Original Date of Contract ... · 14. E0202-D1 - POWER PLAN SECOND...

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Transcript of Date of Addendum: August 2, 2018 Original Date of Contract ... · 14. E0202-D1 - POWER PLAN SECOND...