addendum no. 4 - clarkenersen.com · addendum no. 4 add4-1 addendum no. 4 the architect/ engineer...

Norfolk YMCA 11/22/17

Norfolk, Nebraska

TCEP Project No.: 070-001-16

ADDENDUM NO. 4 ADD4-1

ADDENDUM NO. 4 The Architect/ Engineer issues this addendum, applicable to the above named project, to all known Contractors before receipt of proposal. This addendum includes Item Number 4-1 thru 4-24. This addendum item shall be fully incorporated into the Bidding/Contract Documents and have the same force and effect as though originally included. The Bidder shall acknowledge receipt of this Addendum No. 4 on the Bid Proposal Form in the place provided.

GENERAL

Item 4-1: Section 00 42 00 – Bid Form

Bid form has been revised and reissued in its entirety as part of this Addendum to reflect

removal of Alternate No. A-3 from the project.

Item 4-2: Section 00 21 13 – Instructions to Bidders

The base AIA A701 is assumed (attached)

Item 4-3: Section 00 72 00 – General Conditions

Question: Article 3.6 Taxes, please confirm the project is NOT tax exempt.

Response: This project is not tax exempt.

Question: Article 3.7 Building Permit, who is responsible to submit for the Building Permit; Owner? Architect? Hespe? GC?

Response: The drawings have been submitted to the city for review, the building permit fee will be paid by the owner.

Question: Article 11.3.1 Insurance, who is responsible for Builders Risk Insurance; Owner for entire project? Hespe for their portion? GC for their portion? GC for entire project?

Response: Owner will handle the Builder Risk insurance.

Question: Article 15.1.5.4, what is the Anticipated number of Weather Days the GC is to assume, by month, in order to calculate the Project Schedule – and ultimately formulate the Substantial Completion Date.

Response: Weather days shall be based upon 30 year average data as reported in Norfolk Nebraska by the Nebraska Department of Natural Resources


Norfolk, Nebraska



Item 4-4: Section 01 10 00 – Summary Refer to section 1.6, B, 3, Norfolk Family YMCA.

a. Question: Has an asbestos survey been completed for the existing building? If so, is it available?

Response: A report is not available. If any suspect items are encountered within the building, the owner will handle testing and remediation under a separate contract.

Item 4-5: Section 01 23 00 – Alternates

Refer to Paragraph 3.1.C. Delete this paragraph and associated subparagraph in their entirety. Alternate No. A-3 has been removed from the project.

ARCHITECTURAL

Specifications

Item 4-6: Section 05 51 13 – Metal Pan Stairs

Paragraph 2.1.A. Add the following manufacturer: Sioux City Foundry Company

Item 4-7: Section 05 52 13 – Pipe and Tube Railings

Paragraph 2.1.A.1. Add the following manufacturer: Sioux City Foundry Company

Item 4-8: Section 09 65 66 – Indoor Resilient Athletic Flooring

Refer to section 2.1, B, 1 and 2, subject to compliance with the requirements of the section, add Moose Sports Surfaces, Ltd. As an acceptable manufacturer. (Note that colors must match what is specified.

Item 4-9: Section 09 29 00 – Gypsum Board

Add section 2.3, C Impact-Resistant Gypsum Board: ASTM C 1396/C 1396M gypsum board, tested according to ASTM C 1629/C 1629M.

1. Core: 5/8 inch (15.9 mm), Type X.

2. Surface Abrasion: ASTM C 1629/C 1629M, meets or exceeds Level 2 requirements.

3. Indentation: ASTM C 1629/C 1629M, meets or exceeds Level 2 requirements.

4. Soft-Body Impact: ASTM C 1629/C 1629M, meets or exceeds Level 2 requirements.

5. Hard-Body Impact: ASTM C 1629/C 1629M, meets or exceeds Level 2 requirements according to test in Annex A1.

6. Long Edges: Tapered. 7. Mold Resistance: ASTM D 3273, score of 10 as rated according to

ASTM D 3274.


Norfolk, Nebraska



Drawings

Item 4-10: Sheet A0.00 – Wall Type Schedule & Details

a. Sheet reissued in its entirety as part of this Addendum b. Steel Stud Partition – (Type F, G, H, J, K), Wall type J4 facing opposite side

clarification & added 3 ½” Sound Batt. c. Detail #5 Wall Detail at Mechanical Room, detail not used, removed from plans.

Item 4-11: Sheet A0.11B – First Floor Demolition Plan – Area ‘B’

a. Sheet reissued in its entirety as part of this Addendum b. Added demolition tags for wall in corridor near east vestibule. c. Added demolition tags for doors and wall @ east vestibule. d. Demolition Key Notes, added key notes A4 & B4

Item 4-12: Sheet A0.12B – Second Floor Demolition Plan – Area ‘B’

a. Sheet reissued in its entirety as part of this Addendum b. Added demolition tags to stairs in Group Cycling B205. c. Added demolition tags to mirror and wall @ east end of Corridor B206 d. Added demolition tag to wall @ roof parapet. e. Added notes to reference roof demolition plan for roof demolition. f. Demolition Key Notes, added key notes A4 & B4

Item 4-13: Sheet A1.11B – First Floor Plan – Area ‘B’

a. Sheet reissued in its entirety as part of this Addendum b. Office B119, changed west wall tag. c. Weights B129, Changed M-42 equipment tag to dimension w/ equipment tag.

Item 4-14: Sheet A1.11C – First Floor Plan – Area ‘C’

a. Sheet reissued in its entirety as part of this Addendum b. Open Mechanical C113 changed screen wall dimensions.

Item 4-15: Sheet A4.10 – Wall Sections

a. Sheet reissued in its entirety as part of this Addendum b. #4 Wall Section, Note change. c. #5 Wall Section, Note change.

Item 4-16: Sheet A4.12 – Wall Sections

a. Sheet reissued in its entirety as part of this Addendum b. #3 Wall Section, Note change. c. #5 Wall Section, Note change.


Norfolk, Nebraska



Item 4-17: Sheet A5.1 – Enlarged Stair Plans & Stair Sections

a. Sheet reissued in its entirety as part of this Addendum b. #2 Stair Section, Revised section

Item 4-18: Sheet A6.12 – Enlarged Restroom Plans & Elevations

a. 1 Enlarged Plan – Restrooms B121 & B122, East wall of Women’s Restroom

B122 identified as wall type J3. b. 2 Enlarged Plan – Restrooms B212 & B213, East wall of Women’s Restroom

B213 identified as wall type J3.

Item 4-19: Sheet A7.10 – Plans Details

a. Sheet reissued in its entirety as part of this Addendum. b. 4 Plan Detail, Revised Detail. c. 6 Plan Detail, Revised Detail. d. 9 Plan Detail, Revised Detail.

Item 4-20: Sheet F1.11C – First Floor Finish Plan – Area C

Refer to room Kids Play C101 – assume equal quantities of LVT 5 colors within the space. Full box attic stock is not required for this room.

STRUCTURAL

Item 4-21: Sheet S1.01 – Footing & Foundation Plan – Area ‘B’ & ‘C’

a. Reference pad footing at grid intersection B-5.2. Revise top of footing tag from 96’-

6” to 99’-4”. Delete pier shown on 1/S3.04. b. Reference pad footing at grid intersection C-5.2. Revise top of footing tag from 96’-

6” to 99’-4”. Delete pier shown on 1/S3.04. c. Reference pad footing at grid intersection E-5.2. Revise top of footing tag from 96’-

6” to 99’-4”. Delete pier shown on 1/S3.04. d. Reference dimension south of grid X from Grid 6 to exterior stair grade beam.

Revise 3’-1” dimension to read 3’-0”. e. Reference Grid Intersection D-5.2. Delete pier shown on 1/S3.04. f. Reference dimension south of grid X from Grid 8 to exterior stair grade beam.

Revise 17” dimension to read 18”. g. Reference stoop east of grid intersection X-8. Revise 2’-9” dimension to read 3’-2”

and 5’-3” dimension to read 4’-10”.


Norfolk, Nebraska



Item 4-22: Sheet S2.01 – Second Floor and Low Roof Framing Plan – Area ‘B’ & ‘C”

Add the following General Framing Notes:

20. WINDOW BRACING. REFERENCE ARCHITECTURAL WALL SECTIONS. AT BRACING LOCATIONS PARALLEL TO JOIST SPAN, PROVIDE CONTINUOUS 5x5x5/16 ANGLE WELDED TO UNDERSIDE OF JOIST TOP CHORD FOR TOP ATTACHMENT OF 16 GAGE STEEL STUD WALL/WINDOW BRACING. AT BRACING LOCATIONS PERPENDICULAR TO JOIST SPAN 1/4” THICK PLATES OR CLIP ANGLES SHALL BE PROVIDED FOR TOP ATTACHMENT OF BRACING TO TOP CHORD OF JOIST. 21. STAIR FRAMING. STAIR B103. MID HEIGHT LANDING SHALL BE SUPPORTED BY W14x22 (BEARING ON CMU WALL (15/S4.01) AT NORTH END & (3)-6”x16 GAGE STEEL STUDS AT THE SOUTH END). STAIR B104. CENTER STRINGERS AT MID HEIGHT LANDING SHALL BE SUPPORTED BY 4x4x3/8x1’-1” HORIZONTAL ANGLES (WITH FITTED STIFFENER CENTERED ON STRINGER) ATTACHED TO GROUTED CMU WITH 2 - 5/8” DIAMETER POWERS WEDGE BOLT “+” WITH 5” EMBEDMENT SPACED AT 10” ON CENTER. EDGE STRINGERS AT MID HEIGHT LANDING SHALL BE SUPPORTED BY 4x4x3/8x1’-1” VERTICAL ANGLES ALONG SIDE OF STRINGER ATTACHED TO GROUTED CMU WITH 2- 5/8” DIAMETER POWERS WEDGE BOLT “+” WITH 5” EMBEDMENT SPACED AT 10” ON CENTER. STRINGERS SHALL BE FIELD WELDED TO SUPPORT ANGLES WITH 3/16” FILLET WELD.

Item 4-23: Sheet S3.02 – Foundation Plan Details

Reference Detail 12. Revise dimension between centerline of screen wall column and grid

E from 2’-1” to 1’-11”.

MECHANICAL

Item 4-24: Sheet FS1.03 – Fire Suppression Sheet has been resubmitted with updated schedule. Remarks and remark designations have been updated in schedule.

END OF ADDENDUM NO. 4

Norfolk YMCA 11/17

Norfolk, Nebraska


BID FORM 00 42 00 - 1

SECTION 00 42 00 - BID FORM (Revised with Addendum No. 4)

BID PROPOSAL FOR CONTRACT FOR

NORFOLK FAMILY YMCA

NORFOLK, NEBRASKA

Date: ____________ Submitted To: _______________________________________________________________ Submitted By: _______________________________________________________________ Addenda Received: ____________________________________________________________

The undersigned, having examined the plans, project manuals and related documents, and the site of the

proposed work, and being familiar with all of the conditions surrounding the construction of the proposed

project, including the availability of labor, hereby proposes to furnish all labor, materials and supplies to do

the work in accordance with the Contract Documents and terms and condition described below:

Recognizing that time will be of the essence, the undersigned proposes, upon execution of the Agreement

Between Owner and Contractor or upon receipt of notice to proceed from the Owner (whichever comes

first), to immediately start the Work of the Contract. The Agreement Between Owner and Contractor will

be executed as soon as possible after the opening and award of bids. The undersigned proposes to

bring the work to a state of Substantial Completion on or before ______________________(mm,

dd, yy).

Markup percentage for all changes in the work shall not exceed 10%. This shall include all overhead and

profit associated with each change. See Section 01 26 00, “Contract Modification Procedures”, for

administrative and procedural requirements for handling and processing contract modification. See

Section 01 21 00, “Allowances” for exceptions to this requirement.

Execution of Agreement: The undersigned will, within fourteen (14) days of receipt of notice of acceptance

of this proposal, enter into agreement with the Owner on the Owner’s agreement form and will deliver the

required Performance Bond and Labor and Materials Payment Bond.

TOTAL PRICE: The undersigned proposes to perform the Work shown/described in the bidding

documents for the sum of:

___________________________________________________________________________________

________________________________________________ Dollars ($___________________________).

Norfolk YMCA 11/17

Norfolk, Nebraska


BID FORM 00 42 00 - 2

ALTERNATES:

Alternate No. A-1 – Motorized Shades. See Section 01 23 00 Alternates.

(Alternate A-1): _______________________________________, $______________)

Alternate No. A-2 – Replace Existing Carpet in Lobby. See Section 01 23 00 Alternates.

(Alternate A-2): _______________________________________, $______________)

Alternate No. A-4 – Replace tile flooring in locker areas in lieu of patching. See Section 01 23 00 Alternates.

(Alternate A-4): _______________________________________, $______________)

Alternate No. A-5 – Acoustic Wall Panels in Gym. See Section 01 23 00 Alternates.

(Alternate A-5): _______________________________________, $______________)

Alternate No. M-1 – Big Ass Fans. See Section 01 23 00 Alternates.

(Alternate M-1): _______________________________________, $______________)

Alternate No. M-2 – Air Pear Fans. See Section 01 23 00 Alternates.

(Alternate M-2): _______________________________________, $______________) UNIT PRICES:

Unit Price No. 1 – Unsuitable material below exposed subgrade. See Section 01 22 00 Unit Prices.

(Unit Price No. 1): _______________________________________, $_________/CY)

Respectfully Submitted,

_____________________________________

(Signature)

_____________________________________

(Company)

_____________________________________ (Seal, if by a Corporation)

(Business Address)

_____________________________________

(Telephone Number)

END OF SECTION 00 42 00

Document A701™ – 1997Instructions to Bidders

AIA Document A701™ – 1997. Copyright © 1970, 1974, 1978, 1987, and 1997 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA®

Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. Purchasers are permitted to reproduce ten (10) copies of this document when completed. To report copyright violations of AIA Contract Documents, e-mail The American Institute of Architects’ legal counsel, [email protected]. 081711ACD44

1

This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification.

for the following PROJECT: (Name and location or address)

THE OWNER: (Name, legal status and address)

THE ARCHITECT: (Name, legal status and address)

TABLE OF ARTICLES

1 DEFINITIONS

2 BIDDER’S REPRESENTATIONS

3 BIDDING DOCUMENTS

4 BIDDING PROCEDURES

5 CONSIDERATION OF BIDS

6 POST-BID INFORMATION

7 PERFORMANCE BOND AND PAYMENT BOND

8 FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR


Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. Purchasers are permitted to reproduce ten (10) copies of this document when completed. To report copyright violations of AIA Contract Documents, e-mail The American Institute of Architects’ legal counsel, [email protected].

2

ARTICLE 1 DEFINITIONS § 1.1 Bidding Documents include the Bidding Requirements and the proposed Contract Documents. The Bidding Requirements consist of the Advertisement or Invitation to Bid, Instructions to Bidders, Supplementary Instructions to Bidders, the bid form, and other sample bidding and contract forms. The proposed Contract Documents consist of the form of Agreement between the Owner and Contractor, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications and all Addenda issued prior to execution of the Contract.

§ 1.2 Definitions set forth in the General Conditions of the Contract for Construction, AIA Document A201™, or in other Contract Documents are applicable to the Bidding Documents.

§ 1.3 Addenda are written or graphic instruments issued by the Architect prior to the execution of the Contract which modify or interpret the Bidding Documents by additions, deletions, clarifications or corrections.

§ 1.4 A Bid is a complete and properly executed proposal to do the Work for the sums stipulated therein, submitted in accordance with the Bidding Documents.

§ 1.5 The Base Bid is the sum stated in the Bid for which the Bidder offers to perform the Work described in the Bidding Documents as the base, to which Work may be added or from which Work may be deleted for sums stated in Alternate Bids.

§ 1.6 An Alternate Bid (or Alternate) is an amount stated in the Bid to be added to or deducted from the amount of the Base Bid if the corresponding change in the Work, as described in the Bidding Documents, is accepted.

§ 1.7 A Unit Price is an amount stated in the Bid as a price per unit of measurement for materials, equipment or services or a portion of the Work as described in the Bidding Documents.

§ 1.8 A Bidder is a person or entity who submits a Bid and who meets the requirements set forth in the Bidding Documents.

§ 1.9 A Sub-bidder is a person or entity who submits a bid to a Bidder for materials, equipment or labor for a portion of the Work.

ARTICLE 2 BIDDER’S REPRESENTATIONS § 2.1 The Bidder by making a Bid represents that: § 2.1.1 The Bidder has read and understands the Bidding Documents or Contract Documents, to the extent that such documentation relates to the Work for which the Bid is submitted, and for other portions of the Project, if any, being bid concurrently or presently under construction.

§ 2.1.2 The Bid is made in compliance with the Bidding Documents.

§ 2.1.3 The Bidder has visited the site, become familiar with local conditions under which the Work is to be performed and has correlated the Bidder’s personal observations with the requirements of the proposed Contract Documents.

§ 2.1.4 The Bid is based upon the materials, equipment and systems required by the Bidding Documents without exception.

ARTICLE 3 BIDDING DOCUMENTS § 3.1 Copies § 3.1.1 Bidders may obtain complete sets of the Bidding Documents from the issuing office designated in the Advertisement or Invitation to Bid in the number and for the deposit sum, if any, stated therein. The deposit will be refunded to Bidders who submit a bona fide Bid and return the Bidding Documents in good condition within ten days after receipt of Bids. The cost of replacement of missing or damaged documents will be deducted from the deposit. A Bidder receiving a Contract award may retain the Bidding Documents and the Bidder’s deposit will be refunded.

§ 3.1.2 Bidding Documents will not be issued directly to Sub-bidders unless specifically offered in the Advertisement or Invitation to Bid, or in supplementary instructions to bidders.

§ 3.1.3 Bidders shall use complete sets of Bidding Documents in preparing Bids; neither the Owner nor Architect assumes responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents.



3

§ 3.1.4 The Owner and Architect may make copies of the Bidding Documents available on the above terms for the purpose of obtaining Bids on the Work. No license or grant of use is conferred by issuance of copies of the Bidding Documents.

§ 3.2 Interpretation or Correction of Bidding Documents § 3.2.1 The Bidder shall carefully study and compare the Bidding Documents with each other, and with other work being bid concurrently or presently under construction to the extent that it relates to the Work for which the Bid is submitted, shall examine the site and local conditions, and shall at once report to the Architect errors, inconsistencies or ambiguities discovered.

§ 3.2.2 Bidders and Sub-bidders requiring clarification or interpretation of the Bidding Documents shall make a written request which shall reach the Architect at least seven days prior to the date for receipt of Bids.

§ 3.2.3 Interpretations, corrections and changes of the Bidding Documents will be made by Addendum. Interpretations, corrections and changes of the Bidding Documents made in any other manner will not be binding, and Bidders shall not rely upon them.

§ 3.3 Substitutions § 3.3.1 The materials, products and equipment described in the Bidding Documents establish a standard of required function, dimension, appearance and quality to be met by any proposed substitution.

§ 3.3.2 No substitution will be considered prior to receipt of Bids unless written request for approval has been received by the Architect at least ten days prior to the date for receipt of Bids. Such requests shall include the name of the material or equipment for which it is to be substituted and a complete description of the proposed substitution including drawings, performance and test data, and other information necessary for an evaluation. A statement setting forth changes in other materials, equipment or other portions of the Work, including changes in the work of other contracts that incorporation of the proposed substitution would require, shall be included. The burden of proof of the merit of the proposed substitution is upon the proposer. The Architect’s decision of approval or disapproval of a proposed substitution shall be final.

§ 3.3.3 If the Architect approves a proposed substitution prior to receipt of Bids, such approval will be set forth in an Addendum. Bidders shall not rely upon approvals made in any other manner.

§ 3.3.4 No substitutions will be considered after the Contract award unless specifically provided for in the Contract Documents.

§ 3.4 Addenda § 3.4.1 Addenda will be transmitted to all who are known by the issuing office to have received a complete set of Bidding Documents.

§ 3.4.2 Copies of Addenda will be made available for inspection wherever Bidding Documents are on file for that purpose.

§ 3.4.3 Addenda will be issued no later than four days prior to the date for receipt of Bids except an Addendum withdrawing the request for Bids or one which includes postponement of the date for receipt of Bids.

§ 3.4.4 Each Bidder shall ascertain prior to submitting a Bid that the Bidder has received all Addenda issued, and the Bidder shall acknowledge their receipt in the Bid.

ARTICLE 4 BIDDING PROCEDURES § 4.1 Preparation of Bids § 4.1.1 Bids shall be submitted on the forms included with the Bidding Documents.

§ 4.1.2 All blanks on the bid form shall be legibly executed in a non-erasable medium.

§ 4.1.3 Sums shall be expressed in both words and figures. In case of discrepancy, the amount written in words shall govern.



4

§ 4.1.4 Interlineations, alterations and erasures must be initialed by the signer of the Bid.

§ 4.1.5 All requested Alternates shall be bid. If no change in the Base Bid is required, enter “No Change.”

§ 4.1.6 Where two or more Bids for designated portions of the Work have been requested, the Bidder may, without forfeiture of the bid security, state the Bidder’s refusal to accept award of less than the combination of Bids stipulated by the Bidder. The Bidder shall make no additional stipulations on the bid form nor qualify the Bid in any other manner.

§ 4.1.7 Each copy of the Bid shall state the legal name of the Bidder and the nature of legal form of the Bidder. The Bidder shall provide evidence of legal authority to perform within the jurisdiction of the Work. Each copy shall be signed by the person or persons legally authorized to bind the Bidder to a contract. A Bid by a corporation shall further give the state of incorporation and have the corporate seal affixed. A Bid submitted by an agent shall have a current power of attorney attached certifying the agent’s authority to bind the Bidder.

§ 4.2 Bid Security § 4.2.1 Each Bid shall be accompanied by a bid security in the form and amount required if so stipulated in the Instructions to Bidders. The Bidder pledges to enter into a Contract with the Owner on the terms stated in the Bid and will, if required, furnish bonds covering the faithful performance of the Contract and payment of all obligations arising thereunder. Should the Bidder refuse to enter into such Contract or fail to furnish such bonds if required, the amount of the bid security shall be forfeited to the Owner as liquidated damages, not as a penalty. The amount of the bid security shall not be forfeited to the Owner in the event the Owner fails to comply with Section 6.2.

§ 4.2.2 If a surety bond is required, it shall be written on AIA Document A310™, Bid Bond, unless otherwise provided in the Bidding Documents, and the attorney-in-fact who executes the bond on behalf of the surety shall affix to the bond a certified and current copy of the power of attorney.

§ 4.2.3 The Owner will have the right to retain the bid security of Bidders to whom an award is being considered until either (a) the Contract has been executed and bonds, if required, have been furnished, or (b) the specified time has elapsed so that Bids may be withdrawn or (c) all Bids have been rejected.

§ 4.3 Submission of Bids § 4.3.1 All copies of the Bid, the bid security, if any, and any other documents required to be submitted with the Bid shall be enclosed in a sealed opaque envelope. The envelope shall be addressed to the party receiving the Bids and shall be identified with the Project name, the Bidder’s name and address and, if applicable, the designated portion of the Work for which the Bid is submitted. If the Bid is sent by mail, the sealed envelope shall be enclosed in a separate mailing envelope with the notation “SEALED BID ENCLOSED” on the face thereof.

§ 4.3.2 Bids shall be deposited at the designated location prior to the time and date for receipt of Bids. Bids received after the time and date for receipt of Bids will be returned unopened.

§ 4.3.3 The Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids.

§ 4.3.4 Oral, telephonic, telegraphic, facsimile or other electronically transmitted bids will not be considered.

§ 4.4 Modification or Withdrawal of Bid § 4.4.1 A Bid may not be modified, withdrawn or canceled by the Bidder during the stipulated time period following the time and date designated for the receipt of Bids, and each Bidder so agrees in submitting a Bid.

§ 4.4.2 Prior to the time and date designated for receipt of Bids, a Bid submitted may be modified or withdrawn by notice to the party receiving Bids at the place designated for receipt of Bids. Such notice shall be in writing over the signature of the Bidder. Written confirmation over the signature of the Bidder shall be received, and date- and time-stamped by the receiving party on or before the date and time set for receipt of Bids. A change shall be so worded as not to reveal the amount of the original Bid.

§ 4.4.3 Withdrawn Bids may be resubmitted up to the date and time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders.

§ 4.4.4 Bid security, if required, shall be in an amount sufficient for the Bid as resubmitted.



5

ARTICLE 5 CONSIDERATION OF BIDS § 5.1 Opening of Bids At the discretion of the Owner, if stipulated in the Advertisement or Invitation to Bid, the properly identified Bids received on time will be publicly opened and will be read aloud. An abstract of the Bids may be made available to Bidders.

§ 5.2 Rejection of Bids The Owner shall have the right to reject any or all Bids. A Bid not accompanied by a required bid security or by other data required by the Bidding Documents, or a Bid which is in any way incomplete or irregular is subject to rejection.

§ 5.3 Acceptance of Bid (Award) § 5.3.1 It is the intent of the Owner to award a Contract to the lowest qualified Bidder provided the Bid has been submitted in accordance with the requirements of the Bidding Documents and does not exceed the funds available. The Owner shall have the right to waive informalities and irregularities in a Bid received and to accept the Bid which, in the Owner’s judgment, is in the Owner’s own best interests.

§ 5.3.2 The Owner shall have the right to accept Alternates in any order or combination, unless otherwise specifically provided in the Bidding Documents, and to determine the low Bidder on the basis of the sum of the Base Bid and Alternates accepted.

ARTICLE 6 POST-BID INFORMATION § 6.1 Contractor’s Qualification Statement Bidders to whom award of a Contract is under consideration shall submit to the Architect, upon request, a properly executed AIA Document A305™, Contractor’s Qualification Statement, unless such a Statement has been previously required and submitted as a prerequisite to the issuance of Bidding Documents.

§ 6.2 Owner’s Financial Capability The Owner shall, at the request of the Bidder to whom award of a Contract is under consideration and no later than seven days prior to the expiration of the time for withdrawal of Bids, furnish to the Bidder reasonable evidence that financial arrangements have been made to fulfill the Owner’s obligations under the Contract. Unless such reasonable evidence is furnished, the Bidder will not be required to execute the Agreement between the Owner and Contractor.

§ 6.3 Submittals § 6.3.1 The Bidder shall, as soon as practicable or as stipulated in the Bidding Documents, after notification of selection for the award of a Contract, furnish to the Owner through the Architect in writing:

.1 a designation of the Work to be performed with the Bidder’s own forces;

.2 names of the manufacturers, products, and the suppliers of principal items or systems of materials and equipment proposed for the Work; and

.3 names of persons or entities (including those who are to furnish materials or equipment fabricated to a special design) proposed for the principal portions of the Work.

§ 6.3.2 The Bidder will be required to establish to the satisfaction of the Architect and Owner the reliability and responsibility of the persons or entities proposed to furnish and perform the Work described in the Bidding Documents.

§ 6.3.3 Prior to the execution of the Contract, the Architect will notify the Bidder in writing if either the Owner or Architect, after due investigation, has reasonable objection to a person or entity proposed by the Bidder. If the Owner or Architect has reasonable objection to a proposed person or entity, the Bidder may, at the Bidder’s option, (1) withdraw the Bid or (2) submit an acceptable substitute person or entity with an adjustment in the Base Bid or Alternate Bid to cover the difference in cost occasioned by such substitution. The Owner may accept the adjusted bid price or disqualify the Bidder. In the event of either withdrawal or disqualification, bid security will not be forfeited.

§ 6.3.4 Persons and entities proposed by the Bidder and to whom the Owner and Architect have made no reasonable objection must be used on the Work for which they were proposed and shall not be changed except with the written consent of the Owner and Architect.



6

ARTICLE 7 PERFORMANCE BOND AND PAYMENT BOND § 7.1 Bond Requirements § 7.1.1 If stipulated in the Bidding Documents, the Bidder shall furnish bonds covering the faithful performance of the Contract and payment of all obligations arising thereunder. Bonds may be secured through the Bidder’s usual sources.

§ 7.1.2 If the furnishing of such bonds is stipulated in the Bidding Documents, the cost shall be included in the Bid. If the furnishing of such bonds is required after receipt of bids and before execution of the Contract, the cost of such bonds shall be added to the Bid in determining the Contract Sum.

§ 7.1.3 If the Owner requires that bonds be secured from other than the Bidder’s usual sources, changes in cost will be adjusted as provided in the Contract Documents.

§ 7.2 Time of Delivery and Form of Bonds § 7.2.1 The Bidder shall deliver the required bonds to the Owner not later than three days following the date of execution of the Contract. If the Work is to be commenced prior thereto in response to a letter of intent, the Bidder shall, prior to commencement of the Work, submit evidence satisfactory to the Owner that such bonds will be furnished and delivered in accordance with this Section 7.2.1.

§ 7.2.2 Unless otherwise provided, the bonds shall be written on AIA Document A312™, Performance Bond and Payment Bond. Both bonds shall be written in the amount of the Contract Sum.

§ 7.2.3 The bonds shall be dated on or after the date of the Contract.

§ 7.2.4 The Bidder shall require the attorney-in-fact who executes the required bonds on behalf of the surety to affix thereto a certified and current copy of the power of attorney.

ARTICLE 8 FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR Unless otherwise required in the Bidding Documents, the Agreement for the Work will be written on AIA Document A101™, Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum.

PLAN

SCHEDULED FLOORING

SCHEDULED BASE

VERTICAL REINFORCEMENT IN GROUTED CORE @ MIN. 16" O.C., AND HORIZONTAL JOINT REINFORCEMENT @ MIN. 16" O.C. VERT. VERIFY ACTUAL REQUIREMENTS WITH STRUCTURAL DRAWINGS

CEILING PER REFLECTED CEILING PLANS (WHERE PRESENT)

CMU

STRUCTURAL DECK ABOVE

SECTION

MASONRY PARTITION - (TYPE S, T, U)*FIRE RATED CONSTRUCTION NOTE:PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE OF ASSEMBLIES WITH FIRE-RESISTANCE RATINGS DETERMINED PER ASTM E 119 BY A TESTING AND INSPECTING AGENCY.

SECTION SECTION SECTION SECTION

PLAN PLAN PLAN PLAN

STEEL STUD FURRING - (TYPE A, B, C, D)

NOTE: FOR STUD GAGE SEE 'INTERIOR STEEL STUD FRAMING GAGE TABLE' TYPE 2, THIS SHEET

ACOUSTICAL ATTENUATION BLANKETS WHERE INDICATED

STEEL STUD FRAMING, SEE SCHED. FOR SIZE

GPDW EXTENDS 6" ABOVE CEILING WHERE OCCURS, SEE WALL TYPE SCHEDULE

BACKER ROD & SEALANT JOINT.


6" M

IN.

SCHEDULED FLOORING

SEALANT, BOTH SIDES

SCHEDULED BASE



GPDW, SEE SCHEDULE FOR TYPES AND LAYER(S)

BACKER ROD & SEALANT JOINT, BOTH SIDES OF WALL


GPDW EXTENDS 6" ABOVE CEILING WHERE OCCURS, SEE WALL TYPE SCHEDULE

STEEL STUD PARTITION - (TYPE F, G, H, J, K)


SCHEDULED FLOORING

SEALANT, BOTH SIDES

SCHEDULED BASE






FIRE RATED BACKER ROD & SEALANT JOINT, BOTH SIDES OF WALL.


RATED STEEL STUD PARTITION - (TYPE M, N, P, Q)


SHAFT SIDE ROOM / CORRIDOR SIDE

SCHEDULED FLOORING

SEALANT, BOTH SIDES

SCHEDULED BASE

STEEL "J" RUNNER


STEEL C-H STUD SHAFT WALL FRAMING, SEE SCHED. FOR SIZE


1" GPDW SHAFT WALL LINER PANEL


STEEL "J" RUNNER

FIRE RATED BACKER ROD & SEALANT JOINT, BOTH SIDES OF WALL.


SHAFT WALLS - (TYPE Y & Z)


SCHEDULED FLOORING

SCHEDULED BASE

1) CONTRACTOR TO COORDINATE SPACING OF STUDS W/ MECH. AND ELECTRICAL DRAWINGS.

2) WHERE CERAMIC TILE IS INDICATED ON THE FINISH SCHEDULE CONTRACTOR SHALL INSTALL A TILE BACKING PANEL AND/OR CEMENT BOARD IN LIEU OF GPDW INDICATED. SEE SPECIFICATION FOR ADDITIONAL INFORMATION

3) SCHEDULED WALL TYPES THAT INCLUDE WALL TILE ALLOW FOR 1/2" TILE & SETTING BED THICKNESS IN THE LISTED "ACTUAL SIZE" DIMENSIONS.

4) WHERE PLYWOOD IS INDICATED ON THE DRAWINGS CONTRACTOR SHALL INSTALL PLYWOOD IN LIEU OF GPDW INDICATED. SEE ELECTRICAL AND ARCHITECTURAL SHEETS FOR PLYWOOD LOCATIONS.

5) REF: SLIP CONNECTION DETAILS THIS SHEET FOR APPLICABLE TOP OF WALL CONDITIONS AT WALL TYPES.

6) STC-RATED ASSEMBLIES AND PARTITIONS INDICATED TO RECEIVE SOUND INSULATION: SEAL CONSTRUCTION AT PERIMETERS, BEHIND CONTROL JOINTS AND AT OPENINGS & PENETRATIONS WITH A CONTINUOUS BEAD OF ACOUSTICAL JOINT SEALANT. INSTALL ACOUSTICAL JOINT SEALANTS AT BOTH FACES OF PARTITIONS, AT PERIMETER AND THROUGH PENETRATIONS.

7) ALL WALL FRAMING THAT DOES NOT EXTEND TO STRUCTURE OR DECK SHALL BE BRACED AT 48" O.C. MIN.

8) PAINT WALLS PER ROOM FINISH SCHEDULE.

9) ALL WALL BOARD IN MECHANICAL ROOMS SHALL BE EXTERIOR GYP. SHEATHING.

GENERAL NOTES:

REF: DETAIL 2 THIS SHEET.






6" M

IN.

SEALANTHOLD DRYWALL 1/2" ABOVE FLOOR, TYP.

HOLD DRYWALL 1/2" ABOVE FLOOR, TYP.

HOLD DRYWALL 1/2" ABOVE FLOOR, TYP.

CMU WALL

BOND BEAM

REF: STRUCTURAL SHEETS FOR CMU HEAD JOINT CONNECTION.

BACKER ROD & SEALANT JOINT. FIREPROOFING JOINT WHERE REQUIRED BY WALL RATING.

MINERAL WOOL

LINE OF STRUCTURE ABOVE

STEEL STUD WALL

VERTICAL DEFLECTION CLIP, SEE SPEC.

FLUTED METAL DECK WITH CONC. INFILL

GPDW

GPDW

HEAD OF WALL PARALLEL TO FLUTE

1 LAYER APPLICATION 2 LAYER APPLICATION

GPDW

STEEL STUD WALL

VERTICAL DEFLECTION CLIP, SEE SPEC.

25 GA METAL ANGLE

CEMENTITIOUS FIREPROOFING AT RATED WALLS, SOUND BATT AT SOUND WALLS

FLUTED METAL DECK WITH CONC. INFILL

1 LAYER APPLICATION 2 LAYER APPLICATION

GPDW

2" X20 GA STEEL STRAPS @ 16" 0.C.

HEAD OF WALL PARALLEL TO FLUTE

CONSTRUCTION

SIDE

EXISTING STRUCTURE

EXISTING STRUCTURE

2X4 HEAD

3 1/2" (R-13) BATT INSULATION

1/2" EXT. GRADE PLYWOOD, PT.

6 MIL. POLY V.B.

2X4 WOOD STUDS @ 16" O.C., VERT.

TREATED 2X4 SILL

NOT USED - REMOVED FROM PLANS

FIRE RATED WALLS AND SOUND WALLS

1SCALE: 1 1/2"=1'-0"

WALL TYPES

NOTE:

SEE INTERIOR STEEL STUD FRAMING GAGE CHART FOR STEEL STUD GAGES

250S125-27

250S125-33

362S125-27

362S125-33

600S125-27

600S125-33

600S125-43

800S125-43

STANDARD DESIGNATION

MINIMUM BASE METAL

THICKNESS (4)

0.0269"

0.0329"

0.0269"

0.0329"

0.0269"

0.0329"

0.0428"

0.0428"

2 1/2" x 22 GA.

DRAWING DESIGNATION

2 1/2" x 20 GA.

3 5/8" x 22 GA.

3 5/8" x 20 GA.

6" x 22 GA.

6" x 20 GA.

6" x 18 GA.

8" x 18 GA.

TABLE SHALL BE USED FOR NON-LOAD BEARING INTERIOR WALLS ONLY.

TYPE 1 MAXIMUM HEIGHT (2)

11' - 3"

TYPE 2 MAX. HEIGHT w/ BRACING (2)(3)

11' - 3" 11' - 0"

@ 48" O.C. @ 72" O.C.

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

14' - 9" 14' - 9" 12' - 11"

14' - 10"15' - 10"15' - 10"

18' - 0"21' - 3"21' - 3"

23' - 4" 19' - 8"23' - 4"

26' - 1" 26' - 1" 23' - 11"

33' - 1"33' - 1"33' - 1"

INTERIOR STEEL STUD FRAMING GAGE TABLE (1)

362S125-43 0.0428"3 5/8" x 18 GA. 17' - 4"

362S162-54 0.0538"3 5/8" x 16 GA. 20' - 4"

17' - 4" 17' - 4"

20' - 4" 20' - 4"

600S162-54 6" x 16 GA.

800S162-54 8" x 16 GA.

0.0538"

0.0538"

30' - 5" 30' - 5"

38' - 4" 38' - 4"

INT

ER

IOR

ON

LY S

TU

DS

: Fy

= 3

3 K

SI

Fy

= 50

KS

I

27' - 7"

38' - 4"

STANDARD MEMBER SIZE DESIGNATION: 600S162-54

MIL DESIGN THICKNESS (1/1000 INCH)

FLANGE WIDTH (1/100 INCH)

STYLE: S = STUD, T = TRACK

WEB DEPTH (1/100 INCH)

(5)

2SCALE: 1 1/2"=1'-0"

TYPICAL CMU WALL SLIP CONNECTION 3SCALE: NTS

TYPICAL STEEL STUD WALL SLIP CONNECTION 4SCALE: NTS

STEEL STUD WALL SLIP CONNECTION 5SCALE: 1 1/2"=1'-0"

WALL DETAIL AT MECHANICAL ROOM

6SCALE: 1 1/2"=1'-0"

TEMPORARY WALL PARTITION

1.

DESIGN HEIGHTS BASED ON A 5 PSF UNREDUCED LATERAL PRESSURE w/ A DEFLECTION OF L/240 FOR NON-COMPOSITE STUDS. MAXIMUM STUD SPACING IS 16" O.C.

2.

TYPE 2 WALLS ARE NOT ALLOWED WITHOUT BRACING.3.

MIN. 0.0329" THICK STUDS FOR CEMENT BOARD AND ABUSE RESISTANT GPDW APPLICATIONS. REF: WALL BOARD MANUFACTURERS REQUIREMENTS.

4.

WEB STIFFENERS ARE REQUIRED AT STUD ATTACHMENT POINTS, SEE WEB STIFFENER CONNECTION DETAIL ON SHEET A0.01 FOR WEB STIFFENER SIZE & ATTACHMENT.

5.

4" x 4" x 1/4" x 0'-8" LONG STEEL ANGLE @ 3'-0" O.C. (ALTERNATE EACH SIDE OF WALL), ATTACHMENT TO CMU IS NOT REQUIRED

STRUCTURAL BEAM ABOVE

CMU WALL PARALLEL TO BEAM

6" x 4" x 3/8" x 0'-8" LONG STEEL ANGLE @ 6'-0" O.C. w/ 1/2" DIA. x 2" LONG SLOTTED HOLE

STRUCTURAL BEAM ABOVE

OFFSET CMU WALL PARALLEL TO BEAM

2"

CMU BOND BEAM

1/2" DIA. A325 THRU BOLT w/ WASHERS EACH END, HAND TIGHTEN NUT & TACK WELD TO BOLT

4" x 4" x 1/4" x 0'-8" LONG STEEL ANGLE, EACH BEAM, EACH SIDE, ATTACHMENT TO CMU IS NOT REQ'D (SPACE @ 3'-0" O.C. & ALTERNATE EACH SIDE @ FLOOR CONNECTIONS)

B.O. STRUCTURE ABOVE

CMU WALL PERPENDICULAR TO BEAM @ FLOOR

2"

3/16TYP. @ STEEL CONN'S

2 - 3/8" DIA. SIMPSON STRONG TIE 'TITEN HD' SCREW ANCHORS @ 6" O.C. w/ 2-3/4" (MIN.) EMBED., TYP. @ CONC. CONN'S2"

CMU BOND BEAM

CMU BOND BEAM

10'-0" OR GREATER

FRAMING STRUCTURE ABOVE

BOND BEAM

(TYP.)

LESS THAN 10'-0"FRAMING STRUCTURE ABOVE

BOND BEAM

CMU INFILL WALL

T.O. WALL BOND BEAM LOCATION

SLIP CONNECTIONS @ FRAMING BEAMS, TYP.

SLIP CONNECTION, TYP.

(MA

X.)

2'-0

".

SLIP CONNECTIONS AS REQUIRED BETWEEN FRAMING BEAMS, TYP.

ALL NON-LOAD BEARING MASONRY WALLS EXTENDING TO STRUCTURE SHALL BE CONNECTED w/ A SLIP JOINT @ TOP.

1.

CMU REINFORCEMENT IS NOT SHOWN FOR CLARITY.2.

T.O. WALL BOND BEAMS SHALL BE POSITIONED AT THE HIGHEST COURSE POSSIBLE, SUCH THAT THE BOND BEAM IS NOT DISRUPTED BY INTERSECTING STEEL OR CONCRETE BEAMS MORE THAN ONCE IN ANY 10'-0" LONG RUN. INFILL CMU SHALL BE PLACED ABOVE BOND BEAM AS NECESSARY TO REQUIRED ELEVATION, REINFORCEMENT IS NOT REQUIRED IN INFILL WALL.

3.

NOTES:

#SHEET HISTORY:

?

? - #

Lincoln, Nebraska

1010 Lincoln Mall, Suite 200

Lincoln, NE 68508-2883

402 477.9291 Fax 402 477.6542

Kansas City, Missouri

Fairway, Kansas

Landscape Architecture

www.clarkenersen.com

Architecture

EngineeringInteriors

Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

11

/22

/20

17

12

:03

:29

PM

C:\

(1)

Re

vit

Pro

jec

ts\

20

17

\0

70

00

11

6 N

orf

olk

YM

CA

- A

17

_sn

ick

els

on

.rv

t

Wall Type Schedule &Details

A0.00

TCEP No.: 070-001-16

301 West Benjamin AveNorfolk, NE 68701

Norfolk YMCA

Nov. 1, 2017

11/01/17 CONSTRUCTION DOCUMENTS

TAG SUPPORTFACING -TAG SIDE

ACTUALSIZE HEIGHT RATING STC

INSULATION REMARKS

4" STEELSTUD

FURRING @16" O.C.

(1) LAYER -5/8" TYPE 'X'GPDW. PT.

4" ENTIREASSEMBLY TOSTRUCTURAL

DECK

NA NA -

A1 7/8" STEELFURRING

CHANNELS@ 16" O.C.


1 1/2" ENTIREASSEMBLY MIN.

6" ABOVECEILING

NA NA -

A2 2 1/2"STEELSTUD

FURRING @16" O.C



6" ABOVECEILING

NA NA -

A3 3 5/8"STEELSTUD

FURRING @16" O.C.



6" ABOVECEILING

NA NA -

A6 6" STEELSTUD

FURRING @16" O.C


6 5/8" STUDS TOSTRUCTURE ANDGPDW TO MIN. 6"ABOVE CEILING

NA NA -

B1 7/8" STEELFURRING

CHANNELS@ 16" O.C.

WALL TILEOVER (1)

LAYER - 5/8"CEMENTBOARD

2" STUDS ANDWALL BOARD TO

STRUCTURALDECK, TILE TO

CEILING

NA NA -

B2 2 1/2"STEELSTUD

FURRING @16" O.C.


3 1/8" ENTIREASSEMBLY TOSTRUCTURAL

DECK

NA NA -

B3 3 5/8"STEELSTUD

FURRING @16" O.C.



DECK

NA NA -

B4 4" STEELSTUD

FURRING @16" O.C.



DECK

NA NA -

B6 6" STEELSTUD

FURRING @16" O.C



DECK

NA NA -

C3 3 5/8"STEELSTUD

FURRING @16" O.C.

WALL TILEOVER (1)


4 3/4" STUDS ANDWALL BOARD TO

STRUCTURALDECK, TILE TO

CEILING

NA NA 3 1/2"SOUNDBATT

SEAL ATPERIMETER AND

ALLPENETRATIONS

C4 3 5/8"STEELSTUD

FURRING @16" O.C.

WALL TILEOVER (1)


4 3/4" NA NA 3 1/2"SOUNDBATT


ALLPENETRATIONS

C8 8" STEELSTUD

FURRING @16" O.C



DECK

NA NA 8"SOUNDBATT


ALLPENETRATIONS


FACING -OPP SIDE


INSULATION REMARKS

A8 8" STEELSTUDS @

16" O.C



DECK

NA MIN.44-48

8"SOUNDBATT


ALLPENETRATIONS

F3 3 5/8"STEEL

STUDS @16" O.C.




NA NA

F6 6" STEELSTUDS @

16" O.C




NA NA

F8 8" STEELSTUDS @

16" O.C




NA NA

G3 3 5/8"STEEL

STUDS @16" O.C.




DECK

NA NA

G6 6" STEELSTUDS @

16" O.C




DECK

NA NA

G8 6" STEELSTUDS @

16" O.C




DECK

NA NA

H3 3 5/8"STEEL

STUDS @16" O.C.




DECK

NA MIN.44-48

3 1/2"SOUNDBATT


ALLPENETRATIONS

H6 6" STEELSTUDS @

16" O.C




DECK

NA NA 6"SOUNDBATT


ALLPENETRATIONS

H8 8" STEELSTUDS @

16" O.C




DECK

NA MIN.44-48

8"SOUNDBATT


ALLPENETRATIONS

J3 3 5/8"STEEL

STUDS @16" O.C.

WALL TILEOVER (1)



5 3/8" NA MIN.55-59

3 1/2"SOUNDBATT


ALLPENETRATIONS

J4 3 5/8"STEEL

STUDS @16" O.C.

WALL TILEOVER (1)


WALL TILEOVER (1)


5 7/8" STUDS ANDGPDW ABOVE

TILE TOSTRUCTURAL

DECK

NA NA 3 1/2"SOUNDBATT


ALLPENETRATIONS

J8 8" STEELSTUDS @16" O.C.

WALL TILEOVER (1)



9 3/4" STUDS ANDGPDW ABOVE

TILE TOSTRUCTURAL

DECK

NA MIN.55-59

8"SOUNDBATT


ALLPENETRATIONS


FACING -OPP SIDE


INSULATION REMARKS

M3 3 5/8"STEEL

STUDS @16" O.C.




DECK

1-HR(UL

U419)

NA SEAL ATPERIMETER AND

ALLPENETRATIONS

M6 6" STEELSTUDS @

16" O.C




DECK

1-HR(UL

U419)


ALLPENETRATIONS

N3 3 5/8"STEEL

STUDS @16" O.C.

(2) LAYERS- 5/8" TYPE'X' GPDW.

PT.

(2) LAYERS- 5/8" TYPE'X' GPDW.

PT.


DECK

2-HR(UL

U419)


ALLPENETRATIONS


FACING -OPP SIDE


INSULATION REMARKS

SEE ROOMFINISH

SCHEDULE.

SEE ROOMFINISH

SCHEDULE.

TO STRUCTURALDECK

NA NA -

S4 4" CMU SEE ROOMFINISH

SCHEDULE.

SEE ROOMFINISH

SCHEDULE.

3 5/8" TO STRUCTURALDECK

NA NA -


SCHEDULE.

SEE ROOMFINISH

SCHEDULE.


NA NA -


SCHEDULE.

SEE ROOMFINISH

SCHEDULE.


NA NA -


SCHEDULE.

SEE ROOMFINISH

SCHEDULE.


NA NA -


FACING -OPP SIDE


INSULATION REMARKS

SCALE: 1 1/2" = 1'-0"

CMU T.O. WALL SLIP CONNECTIONS7

004A

A - 004 11/22/17 ADDENDUM NO. 004

004A

UPUP

AREA 'A' AREA 'B'

AREA 'A' AREA 'B'

/1 A0.11A

/1 A0.11A

D2

D2

D2

A3

EQ

UA

L6'

- 4

"E

QU

AL

A3

D1

D1

A3

D2 D2

D2

B3

B3

D1

A1

3' -

4"

1' -

4"

(NE

AR

ES

T M

AS

ON

RY

JO

INT

)

F2

D1

A1004A

A1

004A

1. THE EXISTING FACILITY WILL BE OCCUPIED DURING THE ENTIRE CONSTRUCTION PHASE. COORDINATE ALL WORK IN EXISTING BUILDING WITH OWNER.

2. NEW FIRE SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT THE ENTIRE FACILITY, REFER TO FIRE SUPPRESSION SHEETS (FS1.01-FS1.03); GENERAL CONTRACTOR SHALL COORDINATE EXTENT OF CEILING DEMOLITION & REINSTALLATION AS NEEDED FOR INSTALLATION OF SPRINKLER SYSTEM.

3. THE CONTRACTOR AND SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO BIDDING TO DETERMINE TOTAL QUANTITIES AND SCOPE OF WORK. ANY DEVIATIONS IN THE EXISTING CONDITIONS OR DIMENSIONS INDICATED SHALL BE COORDINATED WITH THE ARCHITECT/ENGINEER AND OWNER IN ORDER TO MODIFY THE PLANS ACCORDINGLY.

4. PRIOR TO BEGINNING DEMOLITION, CONTRACTOR SHALL COSULT WITH LOCAL JURISDICTION(S) AND GOVERNING CODE OFFICIAL(S) ON THE NEED OF DUSTPROOF AND/OR FIRE RESISTANT TEMPORARY PARTITION WALL(S) (DETAILED ON A0.00 – WALL TYPE SCHEDULE & DETAILS & SPECIFICATIONS 01 50 00-TEMPORARY FACILITIES AND CONTROLS) CONSTRUCTION , LOCATION, MAINTENANCE AND TEMPORARY SIGNAGE BETWEEN CONSTRUCTION AND OCCUPIED AREAS DURING THE CONSTRUCTION PERIOD SHALL BE PROVIDED AS REQUIRED.

5. PRIOR TO BEGINNING DEMOLITION, CONTRACTOR SHALL COSULT WITH THE LOCAL DEPARTMENT AND/OR BUILDING USERS TO SCHEDULE DISRUPTION OF DAILY ACTIVITIES.

6. IN THE EVENT THE CONTRACTOR ENCOUNTERS ON THE SITE, MATERIAL REASONABLY BELIEVED TO BE ASBESTOS, LEAD-BASED PAINT, OR ANY OTHER HAZARDOUS MATERIAL WHICH HAS BEEN RENDERED HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK IN THE AREA AFFECTED AND REPORT THE CONDITION TO THE OWNER AND ARCHITECT IN WRITING. THE WORK IN THE AFFECTED AREA SHALL NOT THEREAFTER BE RESUMED EXCEPT BY WRITTEN AGREEMENT OF THE OWNER AND CONTRACTOR.

7. PURSUANT TO THE FEDERAL OSHA EMPLOYEE RIGHT-TO-KNOW ACT, THE CONTRACTOR IS HEREBY ADVISED THAT A POTENTIAL FOR LEAD HAZARD EXISTS. LEAD PAINT CAN BE PRESENT ON OLDER PAINTED SURFACES. THE CONTRACTOR IS ADVISED THAT HE/SHE IS RESPONSIBLE TO COMPLY WITH THE FEDERAL STANDARDS FOR LEAD PAINT IN THE CONSTRUCTION INDUSTRY THAT WAS ADOPTED IN JUNE OF 1993 BY OSHA.CFR 29 PART 1926.62. THESE REGULATIONS REQUIRE THE CONTRACTOR TO DEVELOP WORK STRATEGIES WHEN WORKING WITH LEAD TO MINIMIZE AND PROTECT WORKERS FROM LEAD HAZARDS.

8. THE CONTRACTOR SHALL COORDINATE ALL DEMOLITION PLANS WITH PROPOSED SITE, FLOOR, REFLECTED CEILING, INTERIOR FINISH, MECHANICAL, AND ELECTRICAL PLANS FOR ADDITIONAL DEMOLITION INFORMATION.

9. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EXITING REQUIREMENTS BETWEEN CONSTRUCTION AND OCCUPIED AREAS DURING THE CONSTRUCTION PERIOD AS REVIEWED WITH CODE OFFICIALS.

10 THE CONTRACTOR IS RESPONSIBLE FOR PRODUCING WEATHER TIGHT CONSTRUCTION. THE EXISTING BUILDING SHALL BE PROTECTED FROM WEATHER AT ALL TIMES. OPENINGS AND PENETRATIONS SHALL BE PROTECTED WITH DURABLE, INSULATED TEMPORARY CONSTRUCTION. COORDINATE SECURITY REQUIREMENTS WITH THE OWNER.

GENERAL DEMOLITION NOTES11 THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING

AN ENCLOSED AND SECURE CONSTRUCTION AREA PROVIDING SECURITY LOCKING ENTRANCES TO PREVENT UNAUTHORIZED ENTRANCE, VANDALISM, THEFT, AND SIMILAR VIOLATIONS OF SECURITY. CONSTRUCTION AREA SHALL BE SECURELY LOCKED DURING NON-WORKING HOURS.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING MATERIALS TO REMAIN. DAMAGE TO EXISTING MATERIALS TO REMAIN THAT OCCURS FROM WORK UNDER THIS CONTRACT SHALL BE THE CONTRACTORS FULL RESPONSIBILITY TO RESTORE TO ITS ORIGINAL CONDITION OR BE REPLACED.

13. THE CONTRACTOR SHALL COORDINATE BETWEEN ALL TRADES AND PERFORM ALL DEMOLITION REQUIRED TO FACILITATE INSTALLATION OF NEW WORK WITHIN EXISTING CONDITIONS, WHETHER SPECIFICALLY INDICATED WITHIN DEMOLITION PLANS/NOTES OR NOT.

14. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IF DEMOLITION WORK APPEARS TO AFFECT THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING BEFORE PROCEEDING.

15. THE CONTRACTOR SHALL NOT REMOVE OR MODIFY EXISTING STRUCTURE (INCLUDING KICKERS AND CROSS BRACING), UNLESS SPECIFICALLY NOTED OR COORDINATED WITH ARCHITECT /STRUCTURAL ENGINEER.

16. ALL AREAS OF CONSTRUCTION WORK, PRODUCTS AND EQUIPMENT SHALL BE KEPT CLEAN AND SAFE. CLEAN AREAS OF WORK UPON COMPLETION AND DISPOSE OF DEBRIS DAILY.

17. ALL WALLS INDICATED TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY INCLUDING BUT NOT LIMITED TO ALL ELECTRICAL OUTLETS, SWITCHES AND CONDUITS, TELEPHONE OUTLETS, WIRING, MECHANICAL PIPING, BASES AND PLUMBING, ETC. WIRING, PLUMBING AND DUCTS BEING REMOVED SHALL BE REMOVED BACK TO MAINS OR JUNCTIONS.

18. THE CONTRACTOR SHALL BE RESPONSIBLE TO PATCH, REPAIR AND/OR RECONSTRUCT EXISTING FIRE, SMOKE OR SOUND RATED ASSEMBLIES WITH SIMILAR CONSTRUCTION AND MATERIALS WHERE DEMOLITION OF MATERIALS OR PENETRATIONS BEING REMOVED, PASS THROUGH AN EXISTING RATED ASSEMBLY AS REQUIRED BY LOCAL JURISDICTION, CODES OR CODE OFFICIALS WHETHER INDICATED ON PLANS OR NOT.

19. REMOVE ALL SURFACE MOUNTED OBJECTS IN AREA OF WORK THAT ARE ABANDONED AND NOT INTENDED FOR REUSE BACK TO MAINS OR JUNCTIONS. PREPARE SURFACE FOR NEW FINISH.

20. OWNER SHALL HAVE THE FIRST RIGHT OF REFUSAL TO CLAIM ANY MATERIALS AND/OR EQUIPMENT THAT IS SCHEDULED TO BE DEMOLISHED OR REMOVED FROM THE SITE.

21. ALL MATERIALS DEMOLISHED/REMOVED AND NOT REUSED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED OR DISCARDED FROM THE SITE, UNLESS OTHERWISE SPECIFICALLY DESIGNATED TO REMAIN THE PROPERTY OF THE OWNER, SEE SPECIFICATION.

22. FINAL CLEANING SHALL INCLUDE THE FOLLOWING:A. REMOVE LABELS THAT ARE NOT INTENDED TO BE PERMANENT.B. CLEAN ALL TRANSPARENT SURFACES, INCLUDING MIRRORS AND GLASS IN DOORS AND WINDOWS.C. CLEAN EXPOSED SURFACES AND INTERIOR HARD-SURFACED FINISHES TO A DUST-FREE CONDITION.

AB

C

Key Plan

D

#SHEET HISTORY:

?

? - #

Lincoln, Nebraska



402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

11

/22

/20

17

12

:03

:54

PM

C:\

(1)

Re

vit

Pro

jec

ts\

20

17

\0

70

00

11

6 N

orf

olk

YM

CA

- A

17

_sn

ick

els

on

.rv

t

First Floor Demolition Plan- Area 'B'

A0.11B

TCEP No.: 070-001-16


Norfolk YMCA

Nov. 1, 2017


SCALE: 1/8" = 1'-0"

FIRST FLOOR DEMOLITION PLAN - AREA 'B'1

A1

(FLOOR PLANS ONLY)DEMOLITION KEY NOTES

A-WALLS

A1 REMOVE EXISTING WALL PARTITION IN ITS ENTIRETY FROM FOOTING/FLOOR TO TOP OFWALL TO THE EXTENT SHOWN, INCLUDING BUT NOT LIMITED TO C.M.U., PLASTER OR GYP.BOARD, TRIM(S), FRAMING, ELECTRICAL, AND MECHANICAL, (STRUCTURAL STEEL TOREMAIN). REMOVE FLOOR AS NEEDED TO DEMOLISH PARTITION TO FOOTING(S). REMOVEELECTRICAL AND MECHANICAL BACK TO JUNCTION OR MAIN SUPPLYING UTILITY AND CAP.REPAIR WALL, FLOORING, CEILING AND ADJACENT WALL(S), IF APPLICABLE, TO MATCHEXISTING FINISH, OR COORDINATE W/ NEW CONSTRUCTION & INTERIOR FINISHES.

A2 REMOVE PORTION OF EXISTING WALL AS REQUIRED FOR INSTALLATION OF NEW PLUMBINGFIXTURE(S).

A3 REMOVE EXISTING WALL PARTITION SECTION TO THE EXTENT SHOWN TO ALLOW FOR NEWDOOR OR WINDOW. COORDINATE SIZE & LOCATION W/ FLOOR PLAN. DEMOLITION SHALLINCLUDE BUT NOT BE LIMITED TO C.M.U., PLASTER OR GYP. BOARD, TRIM(S), FRAMING,ELECTRICAL, AND MECHANICAL, (STRUCTURAL STEEL TO REMAIN). REMOVE FLOOR ASNEEDED TO DEMOLISH PARTITION TO FOOTING(S). REMOVE ELECTRICAL AND MECHANICALBACK TO JUNCTION OR MAIN SUPPLYING UTILITY AND CAP. ADJUST SUSPENSION AND/ORBRACE WALLS AS REQUIRED. REPAIR WALL, FLOORING, CEILING AND ADJACENT WALL(S), IFAPPLICABLE, TO MATCH EXISTING FINISH, OR COORDINATE W/ NEW CONSTRUCTION &INTERIOR FINISHES.

A4 REMOVE EXISTING EXTERIOR C.M.U. WALL PARTITION W/ BRICK VENEER SECTION TO THEEXTENT SHOWN. COORDINATE SIZE W/ PROPOSED FLOOR PLANS AND SECTIONS.DEMOLITION SHALL INCLUDE BUT NOT BE LIMITED TO C.M.U., BRICK VENEER, TRIM(S),FRAMING, ELECTRICAL, AND MECHANICAL, (STRUCTURAL STEEL TO REMAIN). ADJUSTSUSPENSION AND/OR BRACE REMAINING WALL AS REQUIRED TO BE USED AS A TRANSITIONBULKHEAD ABOVE THE PROPOSED FINISH CEILING. REPAIR WALL, FLOORING, CEILING ANDADJACENT WALL(S), IF APPLICABLE, TO MATCH EXISTING FINISH, OR COORDINATE W/ NEWCONSTRUCTION & INTERIOR FINISHES.

B-FLOOR

B1 REMOVE EXISTING FINISH FLOORING AND WALL BASE TO THE EXTENT SHOWN. PREPARESUBFLOOR AND WALL TO RECEIVE NEW FINISH FLOORING AND WALL BASE, COORDINATEEXTENT OF NEW FINISH FLOORING W/ INTERIOR FINISHES. REPAIR WALLS, IF APPLICABLE,TO MATCH EXISTING FINISH, OR COORDINATE W/ NEW CONSTRUCTION & INTERIORFINISHES.

B2 REMOVE EXISTING CONCRETE SLAB ON GRADE TO THE EXTENT REQUIRED FOR NEWUNDER FLOOR PLUMBING. PREPARE SUB-GRADE TO RECEIVE NEW SLAB ON GRADE,COORDINATE EXTENT OF NEW FINISH FLOORING W/ INTERIOR FINISHES. REPAIR ADJACENTWALLS, IF APPLICABLE, TO MATCH EXISTING FINISH, OR COORDINATE W/ NEWCONSTRUCTION & INTERIOR FINISHES.

B3 REMOVE EXISTING CONCRETE SLAB ON GRADE TO THE EXTENT REQUIRED FOR NEWCONSTRUCTION. PREPARE SUB-GRADE TO RECEIVE NEW SLAB ON GRADE, COORDINATEEXTENT OF NEW FINISH FLOORING W/ INTERIOR FINISHES. REPAIR ADJACENT WALLS, IFAPPLICABLE, TO MATCH EXISTING FINISH, OR COORDINATE W/ NEW CONSTRUCTION &INTERIOR FINISHES.

B4 REMOVE EXISTING STAIR SYSTEM IN ITS ENTIRETY. INCLUDING BUT NOT LIMITED TO FINISHFLOORING, STAIR RISERS, STAIR TREADS, STAIR STRINGERS AND HANDRAILS. REPAIRWALL(S) AND FINISH FLOORING, IF APPLICABLE, TO MATCH EXISTING FINISH, ORCOORDINATE W/ NEW CONSTRUCTION & INTERIOR FINISHES.

C-CEILING

C1 REMOVE EXISTING LAY-IN ACOUSTICAL CEILING SYSTEM TO THE EXTENT SHOWN,INCLUDING BUT NOT LIMITED TO CEILING PADS, CEILING GRID, LIGHT FIXTURES,MECHANICAL DIFFUSERS, SPRINKLER HEADS, ELECTRICAL SIGNAGE AND FIRE DEVICES.COORDINATE EXTENT OF MECHANICAL, ELECTRICAL AND PLUMBING DEMOLITION WITHNEW CONSTRUCTION. REPAIR WALLS, IF APPLICABLE, TO MATCH EXISTING FINISH, ORCOORDINATE W/ NEW CONSTRUCTION & INTERIOR FINISHES.

C2 REMOVE EXISTING GYP. BD. FRAMED CEILING SYSTEM TO THE EXTENT SHOWN, INCLUDINGBUT NOT LIMITED TO GYP. BD, STUD FRAMING, LIGHT FIXTURES, MECHANICAL DIFFUSERS,SPRINKLER HEADS, ELECTRICAL SIGNAGE AND FIRE DEVICES. COORDINATE EXTENT OFMECHANICAL, ELECTRICAL AND PLUMBING DEMOLITION WITH NEW CONSTRUCTION. REPAIRADJACENT WALLS, IF APPLICABLE, TO MATCH EXISTING FINISH, OR COORDINATE W/ NEWCONSTRUCTION & INTERIOR FINISHES.

C3 REMOVE EXISTING PLASTER FRAMED CEILING SYSTEM TO THE EXTENT SHOWN, INCLUDINGBUT NOT LIMITED TO PLASTER, STUD FRAMING, LIGHT FIXTURES, MECHANICAL DIFFUSERS,SPRINKLER HEADS, ELECTRICAL SIGNAGE AND FIRE DEVICES. COORDINATE EXTENT OFMECHANICAL, ELECTRICAL AND PLUMBING DEMOLITION WITH NEW CONSTRUCTION. REPAIRADJACENT WALLS, IF APPLICABLE, TO MATCH EXISTING FINISH, OR COORDINATE W/ NEWCONSTRUCTION & INTERIOR FINISHES.

C4 REMOVE EXISTING GYP. BD. FRAMED BULKHEAD TO THE EXTENT SHOWN, INCLUDING BUTNOT LIMITED TO GYP. BD, STUD FRAMING, AND BRACING. REPAIR OR REROUTE EXISTINGMECHANICAL, ELECTRICAL OR PLUMBING TO REMAIN AS NEEDED. COORDINATE EXTENT OFMECHANICAL, ELECTRICAL AND PLUMBING DEMOLITION WITH NEW CONSTRUCTION. REPAIRADJACENT WALLS, IF APPLICABLE, TO MATCH EXISTING FINISH, OR COORDINATE W/ NEWCONSTRUCTION & INTERIOR FINISHES.

D-DOORS & WINDOWS

D1 REMOVE EXISTING INTERIOR HOLLOW METAL DOOR IN ITS ENTIRETY TO THE ROUGHOPENING, INCLUDING BUT NOT LIMITED TO DOOR LEAF, DOOR FRAME, SIDELIGHT GLAZING,TRANSOM GLAZING, HARDWARE AND ALL SEALANT. PROTECT AND SALVAGE ADJACENTFINISHED SURFACES. REPAIR WALL, FLOORING, CEILING AND ADJACENT WALL(S), IFAPPLICABLE, TO MATCH EXISTING FINISH, OR COORDINATE W/ NEW CONSTRUCTION &INTERIOR FINISHES.

D2 REMOVE EXISTING DOOR HARDWARE. PROTECT AND SALVAGE FINISHED SURFACES OFDOOR. PREPARE EXISTING DOOR FOR NEW HARDWARE, COORDINATE W/ DOOR SCHEDULE

E-FURNISHINGS & EQUIPMENT

E1 REMOVE LOWER CASEWORK IN ITS ENTIRETY TO THE EXTENT SHOWN, INCLUDING BUT NOTLIMITED TO COUNTERTOP, BASE CABINETS, PLUMBING FIXTURES. SALVAGE FOR POSSIBLERE-USE. REPAIR WALL, FLOORING AND ADJACENT WALLS, IF APPLICABLE, TO MATCHEXISTING FINISH, OR COORDINATE W/ NEW CONSTRUCTION & INTERIOR FINISHES.

E3 REMOVE LOCKERS IN THEIR ENTIRETY TO THE EXTENT SHOWN. INCLUDING BUT NOTLIMITED TO LOCKERS, WALL MOUNTED HARDWARE/BRACKETS AND LOCKER BASES.SALVAGE LOCKERS FOR REINSTALLATION. REPAIR WALL, FLOORING AND ADJACENTWALLS, IF APPLICABLE, TO MATCH EXISTING FINISH, OR COORDINATE W/ NEWCONSTRUCTION & INTERIOR FINISHES.

E4 REMOVE EXISTING FLOOR MOUNTED BENCH IN ITS ENTIRETY. INCLUDING BUT NOT LIMITEDTO BENCH, AND ALL MOUNTING HARDWARE. PROTECT AND SALVAGE ADJACENT FINISHEDSURFACES. SALVAGE BENCH AND HARDWARE FOR REINSTALLATION OR FOR POSSIBLERE-USE, COORDINATE W/ FLOOR PLANS. REPAIR FLOOR TO MATCH EXISTING FINISH, ORCOORDINATE W/ NEW CONSTRUCTION & INTERIOR FINISHES.

F-MISCELLANEOUS

F1 REMOVE EXISTING PLUMBING FIXTURE IN ITS ENTIRETY. INCLUDING BUT NOT LIMITED TOWALL, FLOOR AND CEILING CONSTRUCTION TO EXTENT NEEDED TO REMOVE ALL SUPPLYLINES AND SEWER LINES IN THEIR ENTIRETY TO BRANCHES FROM MAINS. REPAIR WALL,ADJACENT WALLS, FLOORS AND CEILINGS IF APPLICABLE, TO MATCH EXISTING FINISH.COORDINATE WITH MECHANICAL.

F2 REMOVE EXISTING ELECTRICAL FIXTURE IN ITS ENTIRETY. INCLUDING BUT NOT LIMITED TOWALL, FLOOR AND CEILING CONSTRUCTION TO EXTENT NEEDED TO REMOVE ALL WIRING INITS ENTIRETY TO JUNCTION OR MAIN. REPAIR WALL, ADJACENT WALL(S), FLOOR(S),FLOORING MATERIAL(S) AND CEILING(S) IF APPLICABLE, TO MATCH EXISTING FINISH.COORDINATE WITH ELECTRICAL.

F3 REMOVE ALL WALL MOUNTED ACCESSORIES IN THEIR ENTIRETY TO THE EXTENT SHOWN,INCLUDING BUT NOT LIMITED TO PLAQUE(S), PICTURE(S), MIRRORS, BABY CHANGINGSTATIONS, SURFACE MOUNTED SOAP DISPENSORS, RECESSED SOAP DISPENSORS,SURFACE MOUNTED SOAP TRAYS, CLOCKS, GRAB BARS, AND ALL MOUNTING HARDWARE.SALVAGE FOR REINSTALLATION OR FOR POSSIBLE RE-USE, COORDINATE W/ FLOOR PLANSOR TURN OVER TO OWNER. REPAIR WALL TO MATCH EXISTING FINISH, OR COORDINATE W/NEW CONSTRUCTION & INTERIOR FINISHES.

A - 004 11/22/17 ADDENDUM NO. 004

004A

004A

DN

AREA 'A' AREA 'B'

AREA 'A' AREA 'B'

/1 A0.12A

/1 A0.12A

EXISTING GYM; OPEN TO BELOW

EXISTING ROOF

GROUP CYCLING

B205

CORRIDOR

B206

EXISTING HANDBALL COURT; OPEN TO BELOW

EXISTING HANDBALL COURT; OPEN TO BELOW

EXISTING ROOF

B4

004A

004A

B4

F2

REF. ROOF DEMO PLANS FOR ROOF DEMO/1 A0.30B

004A

REF. ROOF DEMO PLANS FOR ROOF DEMO/1 A0.30B

A4A4

1. THE EXISTING FACILITY WILL BE OCCUPIED DURING THE ENTIRE CONSTRUCTION PHASE. COORDINATE ALL WORK IN EXISTING BUILDING WITH OWNER.

2. NEW FIRE SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT THE ENTIRE FACILITY, REFER TO FIRE SUPPRESSION SHEETS (FS1.01-FS1.03); GENERAL CONTRACTOR SHALL COORDINATE EXTENT OF CEILING DEMOLITION & REINSTALLATION AS NEEDED FOR INSTALLATION OF SPRINKLER SYSTEM.

3. THE CONTRACTOR AND SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO BIDDING TO DETERMINE TOTAL QUANTITIES AND SCOPE OF WORK. ANY DEVIATIONS IN THE EXISTING CONDITIONS OR DIMENSIONS INDICATED SHALL BE COORDINATED WITH THE ARCHITECT/ENGINEER AND OWNER IN ORDER TO MODIFY THE PLANS ACCORDINGLY.

4. PRIOR TO BEGINNING DEMOLITION, CONTRACTOR SHALL COSULT WITH LOCAL JURISDICTION(S) AND GOVERNING CODE OFFICIAL(S) ON THE NEED OF DUSTPROOF AND/OR FIRE RESISTANT TEMPORARY PARTITION WALL(S) (DETAILED ON A0.00 – WALL TYPE SCHEDULE & DETAILS & SPECIFICATIONS 01 50 00-TEMPORARY FACILITIES AND CONTROLS) CONSTRUCTION , LOCATION, MAINTENANCE AND TEMPORARY SIGNAGE BETWEEN CONSTRUCTION AND OCCUPIED AREAS DURING THE CONSTRUCTION PERIOD SHALL BE PROVIDED AS REQUIRED.

5. PRIOR TO BEGINNING DEMOLITION, CONTRACTOR SHALL COSULT WITH THE LOCAL DEPARTMENT AND/OR BUILDING USERS TO SCHEDULE DISRUPTION OF DAILY ACTIVITIES.

6. IN THE EVENT THE CONTRACTOR ENCOUNTERS ON THE SITE, MATERIAL REASONABLY BELIEVED TO BE ASBESTOS, LEAD-BASED PAINT, OR ANY OTHER HAZARDOUS MATERIAL WHICH HAS BEEN RENDERED HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK IN THE AREA AFFECTED AND REPORT THE CONDITION TO THE OWNER AND ARCHITECT IN WRITING. THE WORK IN THE AFFECTED AREA SHALL NOT THEREAFTER BE RESUMED EXCEPT BY WRITTEN AGREEMENT OF THE OWNER AND CONTRACTOR.

7. PURSUANT TO THE FEDERAL OSHA EMPLOYEE RIGHT-TO-KNOW ACT, THE CONTRACTOR IS HEREBY ADVISED THAT A POTENTIAL FOR LEAD HAZARD EXISTS. LEAD PAINT CAN BE PRESENT ON OLDER PAINTED SURFACES. THE CONTRACTOR IS ADVISED THAT HE/SHE IS RESPONSIBLE TO COMPLY WITH THE FEDERAL STANDARDS FOR LEAD PAINT IN THE CONSTRUCTION INDUSTRY THAT WAS ADOPTED IN JUNE OF 1993 BY OSHA.CFR 29 PART 1926.62. THESE REGULATIONS REQUIRE THE CONTRACTOR TO DEVELOP WORK STRATEGIES WHEN WORKING WITH LEAD TO MINIMIZE AND PROTECT WORKERS FROM LEAD HAZARDS.

8. THE CONTRACTOR SHALL COORDINATE ALL DEMOLITION PLANS WITH PROPOSED SITE, FLOOR, REFLECTED CEILING, INTERIOR FINISH, MECHANICAL, AND ELECTRICAL PLANS FOR ADDITIONAL DEMOLITION INFORMATION.

9. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EXITING REQUIREMENTS BETWEEN CONSTRUCTION AND OCCUPIED AREAS DURING THE CONSTRUCTION PERIOD AS REVIEWED WITH CODE OFFICIALS.

10 THE CONTRACTOR IS RESPONSIBLE FOR PRODUCING WEATHER TIGHT CONSTRUCTION. THE EXISTING BUILDING SHALL BE PROTECTED FROM WEATHER AT ALL TIMES. OPENINGS AND PENETRATIONS SHALL BE PROTECTED WITH DURABLE, INSULATED TEMPORARY CONSTRUCTION. COORDINATE SECURITY REQUIREMENTS WITH THE OWNER.

GENERAL DEMOLITION NOTES11 THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING

AN ENCLOSED AND SECURE CONSTRUCTION AREA PROVIDING SECURITY LOCKING ENTRANCES TO PREVENT UNAUTHORIZED ENTRANCE, VANDALISM, THEFT, AND SIMILAR VIOLATIONS OF SECURITY. CONSTRUCTION AREA SHALL BE SECURELY LOCKED DURING NON-WORKING HOURS.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING MATERIALS TO REMAIN. DAMAGE TO EXISTING MATERIALS TO REMAIN THAT OCCURS FROM WORK UNDER THIS CONTRACT SHALL BE THE CONTRACTORS FULL RESPONSIBILITY TO RESTORE TO ITS ORIGINAL CONDITION OR BE REPLACED.

13. THE CONTRACTOR SHALL COORDINATE BETWEEN ALL TRADES AND PERFORM ALL DEMOLITION REQUIRED TO FACILITATE INSTALLATION OF NEW WORK WITHIN EXISTING CONDITIONS, WHETHER SPECIFICALLY INDICATED WITHIN DEMOLITION PLANS/NOTES OR NOT.

14. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IF DEMOLITION WORK APPEARS TO AFFECT THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING BEFORE PROCEEDING.

15. THE CONTRACTOR SHALL NOT REMOVE OR MODIFY EXISTING STRUCTURE (INCLUDING KICKERS AND CROSS BRACING), UNLESS SPECIFICALLY NOTED OR COORDINATED WITH ARCHITECT /STRUCTURAL ENGINEER.

16. ALL AREAS OF CONSTRUCTION WORK, PRODUCTS AND EQUIPMENT SHALL BE KEPT CLEAN AND SAFE. CLEAN AREAS OF WORK UPON COMPLETION AND DISPOSE OF DEBRIS DAILY.

17. ALL WALLS INDICATED TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY INCLUDING BUT NOT LIMITED TO ALL ELECTRICAL OUTLETS, SWITCHES AND CONDUITS, TELEPHONE OUTLETS, WIRING, MECHANICAL PIPING, BASES AND PLUMBING, ETC. WIRING, PLUMBING AND DUCTS BEING REMOVED SHALL BE REMOVED BACK TO MAINS OR JUNCTIONS.

18. THE CONTRACTOR SHALL BE RESPONSIBLE TO PATCH, REPAIR AND/OR RECONSTRUCT EXISTING FIRE, SMOKE OR SOUND RATED ASSEMBLIES WITH SIMILAR CONSTRUCTION AND MATERIALS WHERE DEMOLITION OF MATERIALS OR PENETRATIONS BEING REMOVED, PASS THROUGH AN EXISTING RATED ASSEMBLY AS REQUIRED BY LOCAL JURISDICTION, CODES OR CODE OFFICIALS WHETHER INDICATED ON PLANS OR NOT.

19. REMOVE ALL SURFACE MOUNTED OBJECTS IN AREA OF WORK THAT ARE ABANDONED AND NOT INTENDED FOR REUSE BACK TO MAINS OR JUNCTIONS. PREPARE SURFACE FOR NEW FINISH.

20. OWNER SHALL HAVE THE FIRST RIGHT OF REFUSAL TO CLAIM ANY MATERIALS AND/OR EQUIPMENT THAT IS SCHEDULED TO BE DEMOLISHED OR REMOVED FROM THE SITE.

21. ALL MATERIALS DEMOLISHED/REMOVED AND NOT REUSED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED OR DISCARDED FROM THE SITE, UNLESS OTHERWISE SPECIFICALLY DESIGNATED TO REMAIN THE PROPERTY OF THE OWNER, SEE SPECIFICATION.

22. FINAL CLEANING SHALL INCLUDE THE FOLLOWING:A. REMOVE LABELS THAT ARE NOT INTENDED TO BE PERMANENT.B. CLEAN ALL TRANSPARENT SURFACES, INCLUDING MIRRORS AND GLASS IN DOORS AND WINDOWS.C. CLEAN EXPOSED SURFACES AND INTERIOR HARD-SURFACED FINISHES TO A DUST-FREE CONDITION.

AB

C

Key Plan

D

#SHEET HISTORY:

?

? - #

Lincoln, Nebraska



402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

11

/22

/20

17

12

:04

:37

PM

C:\

(1)

Re

vit

Pro

jec

ts\

20

17

\0

70

00

11

6 N

orf

olk

YM

CA

- A

17

_sn

ick

els

on

.rv

t

Second Floor DemolitionPlan - Area 'B'

A0.12B

TCEP No.: 070-001-16


Norfolk YMCA

Nov. 1, 2017


SCALE: 1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN - AREA 'B'1

A1

(FLOOR PLANS ONLY)DEMOLITION KEY NOTES

A-WALLS

A1 REMOVE EXISTING WALL PARTITION IN ITS ENTIRETY FROM FOOTING/FLOOR TO TOP OFWALL TO THE EXTENT SHOWN, INCLUDING BUT NOT LIMITED TO C.M.U., PLASTER OR GYP.BOARD, TRIM(S), FRAMING, ELECTRICAL, AND MECHANICAL, (STRUCTURAL STEEL TOREMAIN). REMOVE FLOOR AS NEEDED TO DEMOLISH PARTITION TO FOOTING(S). REMOVEELECTRICAL AND MECHANICAL BACK TO JUNCTION OR MAIN SUPPLYING UTILITY AND CAP.REPAIR WALL, FLOORING, CEILING AND ADJACENT WALL(S), IF APPLICABLE, TO MATCHEXISTING FINISH, OR COORDINATE W/ NEW CONSTRUCTION & INTERIOR FINISHES.

A2 REMOVE PORTION OF EXISTING WALL AS REQUIRED FOR INSTALLATION OF NEW PLUMBINGFIXTURE(S).

A3 REMOVE EXISTING WALL PARTITION SECTION TO THE EXTENT SHOWN TO ALLOW FOR NEWDOOR OR WINDOW. COORDINATE SIZE & LOCATION W/ FLOOR PLAN. DEMOLITION SHALLINCLUDE BUT NOT BE LIMITED TO C.M.U., PLASTER OR GYP. BOARD, TRIM(S), FRAMING,ELECTRICAL, AND MECHANICAL, (STRUCTURAL STEEL TO REMAIN). REMOVE FLOOR ASNEEDED TO DEMOLISH PARTITION TO FOOTING(S). REMOVE ELECTRICAL AND MECHANICALBACK TO JUNCTION OR MAIN SUPPLYING UTILITY AND CAP. ADJUST SUSPENSION AND/ORBRACE WALLS AS REQUIRED. REPAIR WALL, FLOORING, CEILING AND ADJACENT WALL(S), IFAPPLICABLE, TO MATCH EXISTING FINISH, OR COORDINATE W/ NEW CONSTRUCTION &INTERIOR FINISHES.

A4 REMOVE EXISTING EXTERIOR C.M.U. WALL PARTITION W/ BRICK VENEER SECTION TO THEEXTENT SHOWN. COORDINATE SIZE W/ PROPOSED FLOOR PLANS AND SECTIONS.DEMOLITION SHALL INCLUDE BUT NOT BE LIMITED TO C.M.U., BRICK VENEER, TRIM(S),FRAMING, ELECTRICAL, AND MECHANICAL, (STRUCTURAL STEEL TO REMAIN). ADJUSTSUSPENSION AND/OR BRACE REMAINING WALL AS REQUIRED TO BE USED AS A TRANSITIONBULKHEAD ABOVE THE PROPOSED FINISH CEILING. REPAIR WALL, FLOORING, CEILING ANDADJACENT WALL(S), IF APPLICABLE, TO MATCH EXISTING FINISH, OR COORDINATE W/ NEWCONSTRUCTION & INTERIOR FINISHES.

B-FLOOR

B1 REMOVE EXISTING FINISH FLOORING AND WALL BASE TO THE EXTENT SHOWN. PREPARESUBFLOOR AND WALL TO RECEIVE NEW FINISH FLOORING AND WALL BASE, COORDINATEEXTENT OF NEW FINISH FLOORING W/ INTERIOR FINISHES. REPAIR WALLS, IF APPLICABLE,TO MATCH EXISTING FINISH, OR COORDINATE W/ NEW CONSTRUCTION & INTERIORFINISHES.

B2 REMOVE EXISTING CONCRETE SLAB ON GRADE TO THE EXTENT REQUIRED FOR NEWUNDER FLOOR PLUMBING. PREPARE SUB-GRADE TO RECEIVE NEW SLAB ON GRADE,COORDINATE EXTENT OF NEW FINISH FLOORING W/ INTERIOR FINISHES. REPAIR ADJACENTWALLS, IF APPLICABLE, TO MATCH EXISTING FINISH, OR COORDINATE W/ NEWCONSTRUCTION & INTERIOR FINISHES.

B3 REMOVE EXISTING CONCRETE SLAB ON GRADE TO THE EXTENT REQUIRED FOR NEWCONSTRUCTION. PREPARE SUB-GRADE TO RECEIVE NEW SLAB ON GRADE, COORDINATEEXTENT OF NEW FINISH FLOORING W/ INTERIOR FINISHES. REPAIR ADJACENT WALLS, IFAPPLICABLE, TO MATCH EXISTING FINISH, OR COORDINATE W/ NEW CONSTRUCTION &INTERIOR FINISHES.

B4 REMOVE EXISTING STAIR SYSTEM IN ITS ENTIRETY. INCLUDING BUT NOT LIMITED TO FINISHFLOORING, STAIR RISERS, STAIR TREADS, STAIR STRINGERS AND HANDRAILS. REPAIRWALL(S) AND FINISH FLOORING, IF APPLICABLE, TO MATCH EXISTING FINISH, ORCOORDINATE W/ NEW CONSTRUCTION & INTERIOR FINISHES.

C-CEILING

C1 REMOVE EXISTING LAY-IN ACOUSTICAL CEILING SYSTEM TO THE EXTENT SHOWN,INCLUDING BUT NOT LIMITED TO CEILING PADS, CEILING GRID, LIGHT FIXTURES,MECHANICAL DIFFUSERS, SPRINKLER HEADS, ELECTRICAL SIGNAGE AND FIRE DEVICES.COORDINATE EXTENT OF MECHANICAL, ELECTRICAL AND PLUMBING DEMOLITION WITHNEW CONSTRUCTION. REPAIR WALLS, IF APPLICABLE, TO MATCH EXISTING FINISH, ORCOORDINATE W/ NEW CONSTRUCTION & INTERIOR FINISHES.

C2 REMOVE EXISTING GYP. BD. FRAMED CEILING SYSTEM TO THE EXTENT SHOWN, INCLUDINGBUT NOT LIMITED TO GYP. BD, STUD FRAMING, LIGHT FIXTURES, MECHANICAL DIFFUSERS,SPRINKLER HEADS, ELECTRICAL SIGNAGE AND FIRE DEVICES. COORDINATE EXTENT OFMECHANICAL, ELECTRICAL AND PLUMBING DEMOLITION WITH NEW CONSTRUCTION. REPAIRADJACENT WALLS, IF APPLICABLE, TO MATCH EXISTING FINISH, OR COORDINATE W/ NEWCONSTRUCTION & INTERIOR FINISHES.

C3 REMOVE EXISTING PLASTER FRAMED CEILING SYSTEM TO THE EXTENT SHOWN, INCLUDINGBUT NOT LIMITED TO PLASTER, STUD FRAMING, LIGHT FIXTURES, MECHANICAL DIFFUSERS,SPRINKLER HEADS, ELECTRICAL SIGNAGE AND FIRE DEVICES. COORDINATE EXTENT OFMECHANICAL, ELECTRICAL AND PLUMBING DEMOLITION WITH NEW CONSTRUCTION. REPAIRADJACENT WALLS, IF APPLICABLE, TO MATCH EXISTING FINISH, OR COORDINATE W/ NEWCONSTRUCTION & INTERIOR FINISHES.

C4 REMOVE EXISTING GYP. BD. FRAMED BULKHEAD TO THE EXTENT SHOWN, INCLUDING BUTNOT LIMITED TO GYP. BD, STUD FRAMING, AND BRACING. REPAIR OR REROUTE EXISTINGMECHANICAL, ELECTRICAL OR PLUMBING TO REMAIN AS NEEDED. COORDINATE EXTENT OFMECHANICAL, ELECTRICAL AND PLUMBING DEMOLITION WITH NEW CONSTRUCTION. REPAIRADJACENT WALLS, IF APPLICABLE, TO MATCH EXISTING FINISH, OR COORDINATE W/ NEWCONSTRUCTION & INTERIOR FINISHES.

D-DOORS & WINDOWS

D1 REMOVE EXISTING INTERIOR HOLLOW METAL DOOR IN ITS ENTIRETY TO THE ROUGHOPENING, INCLUDING BUT NOT LIMITED TO DOOR LEAF, DOOR FRAME, SIDELIGHT GLAZING,TRANSOM GLAZING, HARDWARE AND ALL SEALANT. PROTECT AND SALVAGE ADJACENTFINISHED SURFACES. REPAIR WALL, FLOORING, CEILING AND ADJACENT WALL(S), IFAPPLICABLE, TO MATCH EXISTING FINISH, OR COORDINATE W/ NEW CONSTRUCTION &INTERIOR FINISHES.

D2 REMOVE EXISTING DOOR HARDWARE. PROTECT AND SALVAGE FINISHED SURFACES OFDOOR. PREPARE EXISTING DOOR FOR NEW HARDWARE, COORDINATE W/ DOOR SCHEDULE

E-FURNISHINGS & EQUIPMENT

E1 REMOVE LOWER CASEWORK IN ITS ENTIRETY TO THE EXTENT SHOWN, INCLUDING BUT NOTLIMITED TO COUNTERTOP, BASE CABINETS, PLUMBING FIXTURES. SALVAGE FOR POSSIBLERE-USE. REPAIR WALL, FLOORING AND ADJACENT WALLS, IF APPLICABLE, TO MATCHEXISTING FINISH, OR COORDINATE W/ NEW CONSTRUCTION & INTERIOR FINISHES.

E3 REMOVE LOCKERS IN THEIR ENTIRETY TO THE EXTENT SHOWN. INCLUDING BUT NOTLIMITED TO LOCKERS, WALL MOUNTED HARDWARE/BRACKETS AND LOCKER BASES.SALVAGE LOCKERS FOR REINSTALLATION. REPAIR WALL, FLOORING AND ADJACENTWALLS, IF APPLICABLE, TO MATCH EXISTING FINISH, OR COORDINATE W/ NEWCONSTRUCTION & INTERIOR FINISHES.

E4 REMOVE EXISTING FLOOR MOUNTED BENCH IN ITS ENTIRETY. INCLUDING BUT NOT LIMITEDTO BENCH, AND ALL MOUNTING HARDWARE. PROTECT AND SALVAGE ADJACENT FINISHEDSURFACES. SALVAGE BENCH AND HARDWARE FOR REINSTALLATION OR FOR POSSIBLERE-USE, COORDINATE W/ FLOOR PLANS. REPAIR FLOOR TO MATCH EXISTING FINISH, ORCOORDINATE W/ NEW CONSTRUCTION & INTERIOR FINISHES.

F-MISCELLANEOUS

F1 REMOVE EXISTING PLUMBING FIXTURE IN ITS ENTIRETY. INCLUDING BUT NOT LIMITED TOWALL, FLOOR AND CEILING CONSTRUCTION TO EXTENT NEEDED TO REMOVE ALL SUPPLYLINES AND SEWER LINES IN THEIR ENTIRETY TO BRANCHES FROM MAINS. REPAIR WALL,ADJACENT WALLS, FLOORS AND CEILINGS IF APPLICABLE, TO MATCH EXISTING FINISH.COORDINATE WITH MECHANICAL.

F2 REMOVE EXISTING ELECTRICAL FIXTURE IN ITS ENTIRETY. INCLUDING BUT NOT LIMITED TOWALL, FLOOR AND CEILING CONSTRUCTION TO EXTENT NEEDED TO REMOVE ALL WIRING INITS ENTIRETY TO JUNCTION OR MAIN. REPAIR WALL, ADJACENT WALL(S), FLOOR(S),FLOORING MATERIAL(S) AND CEILING(S) IF APPLICABLE, TO MATCH EXISTING FINISH.COORDINATE WITH ELECTRICAL.

F3 REMOVE ALL WALL MOUNTED ACCESSORIES IN THEIR ENTIRETY TO THE EXTENT SHOWN,INCLUDING BUT NOT LIMITED TO PLAQUE(S), PICTURE(S), MIRRORS, BABY CHANGINGSTATIONS, SURFACE MOUNTED SOAP DISPENSORS, RECESSED SOAP DISPENSORS,SURFACE MOUNTED SOAP TRAYS, CLOCKS, GRAB BARS, AND ALL MOUNTING HARDWARE.SALVAGE FOR REINSTALLATION OR FOR POSSIBLE RE-USE, COORDINATE W/ FLOOR PLANSOR TURN OVER TO OWNER. REPAIR WALL TO MATCH EXISTING FINISH, OR COORDINATE W/NEW CONSTRUCTION & INTERIOR FINISHES.

004A

004A

A - 004 11/22/17 ADDENDUM NO. 004

UP

UP

UPUPUP

A2.10

1

G

5 9 11

A

B

C

E

3

A3.10

3

A3.10

DATA

B115MEETING

B116

OPEN OFFICE

B117

ELEVATOR

B102

WOMEN'S LOCKER

B130

MEN'S LOCKER

B131

EXIST. GYMSTORAGE

B105

EXIST.HANDBALL/RAQUETBALL

B106

EXIST. YOUTHCENTER

B110

EXIST. YOUTHCENTER

B109

GROUP FITNESS /MULTI PURPOSE

B114

CUSTODIAL

B124

ELEV. EQ.

B125

WOMEN'SRESTROOM

B122

MEN'S RESTROOM

B121

4"9'

- 7

1/8

"30

' - 0

"30

' - 0

"30

' - 0

"9'

- 2

"

1

A4.11

VESTIBULE

B127

ALCOVE

B123

VESTIBULE

B139

STAIR

B104

STAIR

B103

A5.13

1

A5.11

1

A6.13

1

A6.12

1

A2.102

A7.10

8

A7.10

1

A6.11

14

AREA 'A' AREA 'B'

AREA 'A' AREA 'B'

/1 A1.11A

/1 A1.11A

/1

A1.

11C

EXIST. NEW

AR

EA

'C'

AR

EA

'B'

EQ

UA

L6'

- 4

"E

QU

AL

STORAGE

B113

ALI

GN

M3

M3

4 7/8" 4' - 0" 6' - 4" 10' - 0 3/8" 6' - 4" 4' - 0"

3' - 4"

2' - 8" ±

4

A3.10

4

A3.10

7

EXIST. STAIR

B101

CORRIDOR

B112

2

A4.10

1

A4.10

F3

M3

H6

D

FAMILY LOCKER

B133

FAMILY LOCKER

B135ALCOVE

B134

CORRIDOR

B137

AR

EA

'C'

AR

EA

'B'

B11

6

B12

7.2

B129.1

B129.2

B10

4.1

B13

3

B13

5

B12

1

B12

2

A6.214

1

3

2

76' - 6" 14' - 0"

MECHANICAL

B132

B10

1.2

EQUAL 4 7/8" EQUAL

7 5/

8"8'

- 2

"7

5/8"

9' -

6 1

/2"

4 7/

8"6'

- 0

"20

' - 8

1/8

"14

' - 3

"4

7/8"

17' -

3"

4 7/

8"

RECEPTION

B118

OFFICE

B119

OFFICE

B120

1' - 0"

4 1/4"

5' - 0" 4 1/4" 10' - 7 1/2" 10' - 0" 10' - 0" 13' - 8" 4 7/8" 3' - 5"

M3

B12

4

B125

ALI

GN

B115

WA

TE

R S

ER

V.

B119

B12

0

ALIGN

10"

CUSTODIAL

B111

AREA 'B'

90' - 6"

6' - 0" 4' - 0" 20' - 6" 30' - 0" 28' - 9"

1' - 3"

WALL OPENINGS

GRID LINES

OVERALL

A6.23

4

3' -

4"

45' -

2"

2' -

0"

14' -

0"

2' -

0"

6' -

0"

2' -

0"

10' -

0"

2' -

0"

12' -

0"

WA

LL O

PE

NIN

GS

WA

LLS

GR

ID L

INE

S

OV

ER

ALL

2" E.J.

4 5/8"

5' - 11" 4 7/8" 13' - 9 1/4" 4 7/8" 8' - 10 1/2"

4 7/8"1' - 4"4 7/8"

B13

2

B104.2

EXIST. CORRIDOR

B136

B11

3.1

B11

3.2

CORRIDOR

B138

A150

EX

B10

9.1

B13

9.1

B139.2

B10

6

B10

7

B11

0

B11

1

EX

EX

EX

EX

B11

2

B114

WEIGHTS

B129

EXIST.HANDBALL/RAQUETBALL

B107

EXIST. EASTGYMNASIUM

B108

CORRIDOR

B128

B136

B3

B3

1' - 8 1/2"

1' -

4 1

/2"

A7.10

2

B4

F3

F3

F3

7' - 4"

4 7/8"

10' - 1 1/2" 4 7/8"

M6

ALI

GN

F

5.6

A6.23

5

B3

B3

B3B3

1' - 8 1/2"

1' -

4 1

/2"

NE

WE

XIS

T.

EXIST. NEW

NE

WE

XIS

T.

EXIST. NEW

EXIST. NEW

B10

1.1

E.9E.8

B12

7.1

ALF

-4A

LF-4

ALF

-4A

LF-4

B4

HMF-4

HM

F-5

HM

F-5

HM

F-6

HM

F-6

HMF-5 HMF-7

B109.2

ALIGN FACE OF WALL w/ FACE OF BULKHEAD ABOVE

GP-3

GP

-4

EJ-2

B3

B3

3' - 0 1/8"

B3

B3

B3 B3

F3

B3

B3

F3

B3

B3 F3

B3

B3

B3

TV-1

TV-1

TV-1

TV-1

TV-1

TV-1

F3

4' - 3"

B3

B3

B3

G3

2' -

8"

8' -

0"

2' -

8"

MIR

RO

RS

(M

- 4)

8' -

0"

B3

B3

B3

B4

G3

B4

1' -

3 1

/8"

110'

- 4

1/4

"

B3

B3

F3

F3

F3

F3

J3J3

B4

B4

B3

B3

B3

AL I

GN

w

/ BU

LKH

EA

D A

BO

VE

B3

B3

INFILL EXISTING WALL OPENING W/ SIMILAR WALL MATERIAL (8" C.M.U.). EACH SURFACE SHALL BE FLUSH W/ EXISTING ADJACENT WALL CONSTRUCTION; FINISH EA. SIDE OF WALL AND PAINT TO MATCH EXISTING COLOR. SUPPLY NEW WALL PADDING TO MATCH EXISTING WALL PADS ON GROUP FITNESS/MULTIPURPOSE SIDE OF WALL

INFILL EXISTING WALL OPENING W/ SIMILAR WALL MATERIAL (8" C.M.U. & SALVAGED 4" FACE BRICK). EACH SURFACE SHALL BE FLUSH W/ EXISTING ADJACENT WALL CONSTRUCTION, FACE BRICK SHALL BE TOOTHED-IN; FINISH EA. SIDE OF WALL AND PAINT TO MATCH EXISTING COLOR. SUPPLY NEW WALL PADDING TO MATCH EXISTING WALL PADS ON GROUP FITNESS / MULTIPURPOSE SIDE OF WALL

1' -

4 1

/2"

4"4'

- 6

"3'

- 0

"8'

- 0

"3'

- 0

"8'

- 0

"

8' - 0" 3' - 6" 6' - 0" 4"

A3

A3

B3

G3

8' -

11"

4 7/

8"

7 1/

4"7'

- 2

"

A1

B3

A1

B3

A1

A1

B3A1

B3 B3

A1

A1

3' - 4"

FEC

24' -

0"

MIR

RO

RS

(M

-4) MIR

RO

RS

(M

-3)

6' -

0"

MIR

RO

RS

(M

-3)

9' -

0"

M-4

M-5

M-3

H8

A7.10

4

ALF-6

91.55

°

4 7/

8"9'

- 7

1/8

" ±

7 1/

4"

HMF-14 HMF-14HMF-14 HMF-14

7 1/4"

9"

8' - 0 3/8" 10' - 0" 10' - 0" 22' - 9 3/4"

M6

M6

F3B3

N3

N3

12' - 0" MIRRORS (M-4) 12' - 0" MIRRORS (M-4)

EJ-2

EJ-2

EJ-2

A1

5.2

B3

B3

B3B3

B3

MBH-1

B3

B3

42' -

0"

MIR

RO

RS

(M

-4)

004A

004A

1. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS SHOWN ON THE PLANS PRIOR TO COMMENCEMENT OF THE WORK. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO COORDINATEINSTALLATION OF NEW WORK WITHIN THESE EXISTING CONDITIONS. ANYDEVIATIONS IN EXISTING CONDITIONS OR DIMENSIONS INDICATED SHALL BECOORDINATED WITH THE ARCHITECT AND OWNER IN ORDER TO MODIFY PLANSACCORDINGLY.

2. REFER TO CODE COMPLIANCE PLANS (G1.10 - G1.12) FOR LOCATION OF FIRERATED WALLS AND SMOKE SEPARATION WALL LOCATIONS AND REQUIREMENTS.

3. ALL WALL / GENERAL PLAN DIMENSIONS ARE TO FACE OF MASONRY, FACE OFCONCRETE, AND TO FACE OF GYP. BOARD, TYP.

4. WALLS ARE DESCRIBED STARTING ON TAG SIDE OF WALL.

5. REFER TO STRUCTURAL DRAWINGS FOR GROUTING AND REINFORCEMENT OFCMU WALLS.

6. ALL INTERIOR WALL FRAMING NOTED IN WALL TYPE SCHEDULE EXTENDS TOSTRUCTURAL DECKING, BRACE AS REQUIRED. PROVIDE DEEP LEG SLIP TRACKAT TOP OF ALL INTERIOR WALLS / STUDS EXTENDING TO STRUCTURE TO ALLOWFOR DEFLECTION OF STRUCTURE.

7. INTERIOR DOOR FRAMES IN STEEL STUD WALLS SHALL BE INSTALLED WITH THESWING SIDE OF DOOR FRAME 4" FROM ADJACENT WALL, UNLESS OTHERWISEDIMENSIONED. INTERIOR DOOR FRAMES IN CMU WALLS SHALL BE INSTALLEDWITH THE SWING SIDE OF DOOR FRAME 4" FROM ADJACENT WALL (OR TONEAREST VERTICAL JOINT), UNLESS OTHERWISE DIMENSIONED.

8. PROVIDE BULLNOSE UNITS @ ALL DOOR AND WINDOW OPENINGS, END WALLS,AND OUTSIDE CORNERS IN CMU WALLS.

9. ALL STEEL STUDS ARE 25 GA. MIN. UNLESS NOTED OTHERWISE. 20 GA STEELSTUDS REQUIRED AT ALL CEMENTITIOUS BACKER BOARD.

10. 5/8" CEMENTITIOUS BACKER BOARD SHALL BE SUBSTITUTED FOR GYP. BOARD INALL LOCATIONS WHERE CERAMIC AND /OR PORCELAIN WALL TILE FINISHES TOBE INSTALLED.

11. ALL OPENINGS IN RATED ASSEMBLIES SHALL BE SEALED WITH FIRE / SMOKERATED MATERIALS AND ASSEMBLIES. INSTALL RATED JOINT SEALANTS AT BOTHFACES OF PARTITIONS, AT PERIMETERS, AND THROUGH FIRE RATEDASSEMBLIES. REFERENCE CODE COMPLIANCE PLANS (G0.10 - G0.12) FOR RATEDASSEMBLIES.

12. ALL STC-RATED ASSEMBLIES AND PARTITIONS INDICATED SHALL RECEIVESOUND INSULATION. SEAL CONSTRUCTION AT PERIMETERS, DECK FLUTES,BEHIND CONTROL JOINTS, AND AT ALL OPENINGS AND PENETRATIONS WITH ACONTINUOUS BEAD OF ACOUSTICAL JOINT SEALANT. INSTALL ACOUSTICALJOINT SEALANTS AT BOTH FACES OF PARTITIONS, AT PERIMETERS, ANDTHROUGH PENETRATIONS. ALL GYP. BOARD JOINTS STAGGERED ON OPPOSITESIDES.

13. GENERAL CONTRACTOR SHALL COORDINATE REPAINTING OF WALLS BETWEENSUBCONTRACTORS AFTER EXISTING ELECTRICAL FIXTURES ARE SCHEDULEDTO BE REMOVED AND PRIOR TO ELECTRICAL FIXTURES BEING REINSTALLED.REFER TO ELECTRICAL PLANS.

GENERAL CONSTRUCTION NOTES

AB

C

Key Plan

D

#SHEET HISTORY:

?

? - #

Lincoln, Nebraska



402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

11

/22

/20

17

12

:06

:48

PM

C:\

(1)

Re

vit

Pro

jec

ts\

20

17

\0

70

00

11

6 N

orf

olk

YM

CA

- A

17

_sn

ick

els

on

.rv

t

First Floor Plan - Area 'B'

A1.11B

TCEP No.: 070-001-16


Norfolk YMCA

Nov. 1, 2017


SCALE: 1/8" = 1'-0"

FIRST FLOOR PLAN - AREA 'B'1

EXPANSION JOINT SCHEDULETAG DESCRIPTION

EJ-1 EXTERIOR WALL-TO-WALL JOINT COVER ASSEMBLIES; SEE SPEC.

EJ-2 WALL-TO WALL JOINT COVER ASSEMBLIES; SEE SPEC.

EJ-3 FLOOR-TO-FLOOR JOINT COVER ASSEMBLIES; SEE SPEC.

EJ-5 ROOF-TO-WALL JOINT ASSEMBLIES; SEE SPEC.

EJ-6 EXTERIOR WALL-TO-WALL JOINT CELLULAR FOAM MATERIAL; SEE SPEC.

EQUIPMENT SCHEDULETAG EQUIPMENT DESCRIPTION FURNISHED BY INSTALLED BY

BB-1 BASKTEBALL ASSEMBLY, CEILING SUSPENDED, FORWARD FOLDING-TELESCOPING CEILINGBRACE; SEE SPEC.

CONTRACTOR CONTRACTOR

BB-2 BASKTEBALL ASSEMBLY, WALL HUNG, SIDE FOLDING; SEE SPEC. CONTRACTOR CONTRACTOR

DC-1 DIVIDER CURTAIN 90' L x 23' H CONTRACTOR CONTRACTOR


EWS-1 EYE WASH STATION; SEE SPEC. CONTRACTOR CONTRACTOR

FEC FIRE EXTINGUISHER CABINET (SEMI-RECESSED) CONTRACTOR CONTRACTOR

M-3 FRAMELESS MIRROR 6'-0" H x 3'-0" W CONTRACTOR CONTRACTOR



REF-1 REFRIGERATOR OWNER CONTRACTOR

SB-1 SCORE BOARD (GYM) OWNER OWNER

SB-2 SCORE BOARD (FIELD HOUSE) OWNER OWNER

SG-2 SOCCER GOAL OWNER OWNER

TV-1 TELEVISION OWNER OWNER

VB-1 VOLLEYBALL STANDARD; SEE SPEC. CONTRACTOR CONTRACTOR

WP-1 WALL PADS; SEE SPEC. CONTRACTOR CONTRACTOR

A - 003 11/21/17 ADDENDUM NO. 003

A - 004 11/22/17 ADDENDUM NO. 004

A2.102A2.11 1

R R

Q Q

P P

K

G

1

1

4

4

6

6

15

15

2

A3.10

3

3

N

N

KIDS PLAYROOM

C101

MAINTENANCESHOP

C107

GYM

C110

KIDS R.R.

C104

MAINTENANCEOFFICE

C103

FIELD HOUSE

C114

4"15

' - 0

"25

' - 0

"25

' - 0

"25

' - 0

"25

' - 0

"25

' - 0

"

H

4"

1

A3.10

1

A3.10

VESTIBULE

B139

ALCOVE

C111A7.10

8

A7.10

3

A6.23

2

A6.12

8

/1

A1.

11B

AR

EA

'C'

AR

EA

'B'

/1

A1.

11B

MOTHERS ROOM

C102

HOUSEKEEPINGOFFICE

C109

STORAGE

C108

A6.23 1

14

14

13

13

12

12

10

102

2

8

8

AR

EA

'D'

AR

EA

'C'

AR

EA

'D'

AR

EA

'C'

12' - 0" 2' - 0" 6' - 4" 3' - 0"

H6

/1

A1.

11D

/1

A1.

11D

AR

EA

'C'

AR

EA

'B'

A7.10

9

CORRIDOR

C112

OPENMECHANICAL

C113

2

A4.11

CONFERENCEROOM

C106

5' -

0"

9' -

4"

1' -

4"

25' -

0"

25' -

0"

25' -

0"

STORAGE

C105

1' - 0"

4 1/4"

5' - 0" 4 1/4" 10' - 7 1/2" 10' - 0" 5' - 0" 5' - 0" 10' - 0" 13' - 8" 4 7/8" 3' - 5"

25' - 0" 25' - 0" 25' - 0"

B3

B3

H3

C10

1.1

ALIGN

L

L

J

10"

26' -

3"

27' -

0"

M

280'

-0"

5

A4.12

3' -

4"

B104.2 B13

9.1

B139.2

C107.1

C101.2

C11

2

C11

4.2

C114.3

C105

C10

4

C10

3

C10

2

C109

C107.3

C10

8.2

C108.1

C110.2

C110.1

B3

3

C106

2

A4.12

230'

-8"

F

C110.4

5.6

H3

EXIST. NEW

NE

WE

XIS

T.

A6.22

1

34

1.1

1.1

6 5/8" 20' - 1 3/8" 15' - 0"

E.9

E.8

4 7/

8"2'

- 4

"4

7/8"

21' -

9"

9 1/

4"12

' - 5

"4

7/8"

4 7/8" 14' - 4" 4 7/8" 16' - 3"

8' - 3 3/8"

4 7/8"

11' - 3 3/4"

7 1/4"

8' - 0"

5 3/8"

3' - 9 3/8"

ALIGN

ALIGN

7 1/

4"11

' - 7

3/8

"9

1/4"

G3

F3

F3

F3

H8H8

F3

F6

F3

J3

J3

B3

4 7/8" 11' - 3 1/2"

ALI

GN

A6.23

1 Sim

A6.12

7

C10

7.2

SW

-1

14' -

0"

WP

-1

14' - 0" WP-1

10' -

8"

WP

-1

TO

ED

GE

OF

LO

UV

ER

2' -

2"

± W

P-1

DC-1

BB-1

BB-2 BB-2

BB-1 BB-1

DC-1

20' - 8" 23' - 8" 23' - 8" 40' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0"

EJ-1

EJ-2

EJ-2EJ-2

EJ-2

SB-1

SB-1

BB-1

SB-2 SB-2

WP-1

WP-1

WP-1

WP-1 WP-1

WP-1

WP-1

WP-1

WP-1

WP-1

WP-1WP-1WP-1WP-1WP-1

WP-1

REF-1

WP-1

NOTE:PROVIDE ABUSE RESISTANT DRYWALL TO 12'-0" A.F.F. AT INTERIOR OF ALL GYM WALLS

6' -

6"

10' -

0"

3' -

0 1

/8"

WP-1

WP-1

WP-1

WP-1

WP-1

WP-1

WP-1

WP-1

WP-1

WP-1

WP-1

WP-1

B3

B3

B3

G3

B3

B3

B3

LIN

ER

PA

NE

LLI

NE

R P

AN

EL

LIN

ER

PA

NE

LLI

NE

R P

AN

EL

LIN

ER

PA

NE

LLI

NE

R P

AN

EL

LINER PANELLINER PANEL LINER PANEL

LIN

ER

PA

NE

L

LIN

ER

PA

NE

LLI

NE

R P

AN

EL

LIN

ER

PA

NE

LL.

P.

14' - 0" WP-1H

MF

-14

VB-1

VB-1

VB-1

VB-1 VB-1

VB-1

FEC

EWS-1

H8

A7.10

4ALF-6

HMF-14 HMF-14 HMF-14 HMF-14

PROVIDE ABUSE RESISTANT DRYWALL TO BOT. OF TRACK

7 1/4"

9"

8' - 0 3/8" 10' - 0" 5' - 0" 5' - 0" 10' - 0" 22' - 9 3/4"

M6

G6

G8

F3

A2.112

3' -

6"

SG-2

TV-1

TV-1

TV-1

TV-1

B3B3

B3

ELECTRICAL EQUIPMENT;REF. ELECTRICAL PLANS

MBH-1

FEC

H3

H3

F6

H8

F3

F3

H8

H8

19' -

7 1

/2"

8"1

1/2"

1 1/2" 8" 35' - 10" 38' - 2"

F6

6' -

0"

MIN

.

004A

1. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS SHOWN ON THE PLANS PRIOR TO COMMENCEMENT OF THE WORK. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO COORDINATEINSTALLATION OF NEW WORK WITHIN THESE EXISTING CONDITIONS. ANYDEVIATIONS IN EXISTING CONDITIONS OR DIMENSIONS INDICATED SHALL BECOORDINATED WITH THE ARCHITECT AND OWNER IN ORDER TO MODIFY PLANSACCORDINGLY.

2. REFER TO CODE COMPLIANCE PLANS (G1.10 - G1.12) FOR LOCATION OF FIRERATED WALLS AND SMOKE SEPARATION WALL LOCATIONS AND REQUIREMENTS.

3. ALL WALL / GENERAL PLAN DIMENSIONS ARE TO FACE OF MASONRY, FACE OFCONCRETE, AND TO FACE OF GYP. BOARD, TYP.

4. WALLS ARE DESCRIBED STARTING ON TAG SIDE OF WALL.

5. REFER TO STRUCTURAL DRAWINGS FOR GROUTING AND REINFORCEMENT OFCMU WALLS.

6. ALL INTERIOR WALL FRAMING NOTED IN WALL TYPE SCHEDULE EXTENDS TOSTRUCTURAL DECKING, BRACE AS REQUIRED. PROVIDE DEEP LEG SLIP TRACKAT TOP OF ALL INTERIOR WALLS / STUDS EXTENDING TO STRUCTURE TO ALLOWFOR DEFLECTION OF STRUCTURE.

7. INTERIOR DOOR FRAMES IN STEEL STUD WALLS SHALL BE INSTALLED WITH THESWING SIDE OF DOOR FRAME 4" FROM ADJACENT WALL, UNLESS OTHERWISEDIMENSIONED. INTERIOR DOOR FRAMES IN CMU WALLS SHALL BE INSTALLEDWITH THE SWING SIDE OF DOOR FRAME 4" FROM ADJACENT WALL (OR TONEAREST VERTICAL JOINT), UNLESS OTHERWISE DIMENSIONED.

8. PROVIDE BULLNOSE UNITS @ ALL DOOR AND WINDOW OPENINGS, END WALLS,AND OUTSIDE CORNERS IN CMU WALLS.

9. ALL STEEL STUDS ARE 25 GA. MIN. UNLESS NOTED OTHERWISE. 20 GA STEELSTUDS REQUIRED AT ALL CEMENTITIOUS BACKER BOARD.

10. 5/8" CEMENTITIOUS BACKER BOARD SHALL BE SUBSTITUTED FOR GYP. BOARD INALL LOCATIONS WHERE CERAMIC AND /OR PORCELAIN WALL TILE FINISHES TOBE INSTALLED.

11. ALL OPENINGS IN RATED ASSEMBLIES SHALL BE SEALED WITH FIRE / SMOKERATED MATERIALS AND ASSEMBLIES. INSTALL RATED JOINT SEALANTS AT BOTHFACES OF PARTITIONS, AT PERIMETERS, AND THROUGH FIRE RATEDASSEMBLIES. REFERENCE CODE COMPLIANCE PLANS (G0.10 - G0.12) FOR RATEDASSEMBLIES.

12. ALL STC-RATED ASSEMBLIES AND PARTITIONS INDICATED SHALL RECEIVESOUND INSULATION. SEAL CONSTRUCTION AT PERIMETERS, DECK FLUTES,BEHIND CONTROL JOINTS, AND AT ALL OPENINGS AND PENETRATIONS WITH ACONTINUOUS BEAD OF ACOUSTICAL JOINT SEALANT. INSTALL ACOUSTICALJOINT SEALANTS AT BOTH FACES OF PARTITIONS, AT PERIMETERS, ANDTHROUGH PENETRATIONS. ALL GYP. BOARD JOINTS STAGGERED ON OPPOSITESIDES.

13. GENERAL CONTRACTOR SHALL COORDINATE REPAINTING OF WALLS BETWEENSUBCONTRACTORS AFTER EXISTING ELECTRICAL FIXTURES ARE SCHEDULEDTO BE REMOVED AND PRIOR TO ELECTRICAL FIXTURES BEING REINSTALLED.REFER TO ELECTRICAL PLANS.

GENERAL CONSTRUCTION NOTES

AB

C

Key Plan

D

#SHEET HISTORY:

?

? - #

Lincoln, Nebraska



402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

11

/22

/20

17

12

:07

:16

PM

C:\

(1)

Re

vit

Pro

jec

ts\

20

17

\0

70

00

11

6 N

orf

olk

YM

CA

- A

17

_sn

ick

els

on

.rv

t

First Floor Plan - Area 'C'

A1.11C

TCEP No.: 070-001-16


Norfolk YMCA

Nov. 1, 2017


SCALE: 1/8" = 1'-0"

FIRST FLOOR PLAN - AREA 'C'1

EXPANSION JOINT SCHEDULETAG DESCRIPTION

EJ-1 EXTERIOR WALL-TO-WALL JOINT COVER ASSEMBLIES; SEE SPEC.

EJ-2 WALL-TO WALL JOINT COVER ASSEMBLIES; SEE SPEC.

EJ-3 FLOOR-TO-FLOOR JOINT COVER ASSEMBLIES; SEE SPEC.

EJ-5 ROOF-TO-WALL JOINT ASSEMBLIES; SEE SPEC.

EJ-6 EXTERIOR WALL-TO-WALL JOINT CELLULAR FOAM MATERIAL; SEE SPEC.

EQUIPMENT SCHEDULETAG EQUIPMENT DESCRIPTION FURNISHED BY INSTALLED BY

BB-1 BASKTEBALL ASSEMBLY, CEILING SUSPENDED, FORWARD FOLDING-TELESCOPING CEILINGBRACE; SEE SPEC.

CONTRACTOR CONTRACTOR

BB-2 BASKTEBALL ASSEMBLY, WALL HUNG, SIDE FOLDING; SEE SPEC. CONTRACTOR CONTRACTOR



EWS-1 EYE WASH STATION; SEE SPEC. CONTRACTOR CONTRACTOR

FEC FIRE EXTINGUISHER CABINET (SEMI-RECESSED) CONTRACTOR CONTRACTOR




REF-1 REFRIGERATOR OWNER CONTRACTOR

SB-1 SCORE BOARD (GYM) OWNER OWNER

SB-2 SCORE BOARD (FIELD HOUSE) OWNER OWNER

SG-2 SOCCER GOAL OWNER OWNER

TV-1 TELEVISION OWNER OWNER

VB-1 VOLLEYBALL STANDARD; SEE SPEC. CONTRACTOR CONTRACTOR

WP-1 WALL PADS; SEE SPEC. CONTRACTOR CONTRACTOR

A - 001 11/14/17 ADDENDUM NO. 001

A - 003 11/21/17 ADDENDUM NO. 003

A - 004 11/22/17 ADDENDUM NO. 004

FIRST FLOOR100' - 0"

ADD. SECOND FLOOR115' - 0"

A

VESTIBULE

B127

WOMEN'S CARDIO

B209

CONC. STRUCTURAL STOOP SEE STRUCTURAL DRAWINGS, COORDINATE W/ CIVIL

PEMB PRE-FINISHED METAL WALL PANEL OVER 16 GUAGE HORIZONTAL 'Z' GIRT STEEL FRAMING @ 16" O.C. ('Z' SHAPES BY FRAMING CONTRACTOR)

FLUID APPLIED AIR/MOISTURE MEMBRANE BARRIER ON 5/8" FIBERGLASS REINF. GYP. SHEATHING OVER 6"x16ga. STEEL STUDS @ 16" O.C. W/ MIN. R-19 BATT. INSUL.

2" CONTINUOUS RIGID INSULATION

PRE-FINISHED ALUM. STOREFRONT W/ 1" INSULATING GLASS, REFER FRAME TYPES FOR GLAZING

PEMB PRE-FINISHED METAL WALL PANEL TRIM, ATTACHMENT AS PER MANUF. RECOMMENDATIONS

2 x 10 WOOD WINDOW BUCK

5/8" TYPE 'X' GPDW

EL. 11'-0" A.F.F.FINISH CEILING

EL. 110'-0"B.O. SOFFIT

PRE-FINISHED ALUM. CURTAINWALL W/ 1" INSUL. GLASS, SEE FRAME TYPE FOR GLAZING TYPES

SUSPENDED ACOUSTICAL PANEL CEILING SYSTEM

PEMB PRE-FINISHED METAL SOFFIT PANEL OVER 'Z' SHAPE STEEL FRAMING, SPACING PER PEMB RECOMMENDATIONS ('Z' SHAPES BY FRAMING CONTRACTOR)

STEEL STUD FRAMING W/ R-19 BATT INSULATION @ SOFFIT INTERIOR

FLUID APPLIED AIR/MOISTURE MEMBRANE BARRIER ON 5/8" FIBERGLASS REINF. GYP. SHEATHING OVER 6"x16ga. STEEL STUDS @ 16" O.C., CONTINUE SHEATHING & AIR/MOISTURE MEMBRANE @ SOFFIT FRAMING

1/2" ISOLATION JOINT W/ BACKER ROD & SEALANT

2" RIGID PERIMETER INSUL. MIN. 24" BELOW GRADE, EXTEND MIN. 24" HORIZ.

4" CONC. SLAB ON CLASS A VAPOR BARRIER ON 4" GRANULAR FILL, SEE STRUCTURE FOR REINFORCEMENT

REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION WALL INFORMATION

SUSPENDED GPDW CEILING SYSTEM

ROD STOCK & SEALANT PERIMETER OF WINDOWS INTERIOR & EXTERIOR, TYP.

2-6" BUILT-UP COLD FORM STEEL LINTEL W/ 16GA. DEEP LEG TRACKS TOP & BOTTOM, SEE STRUCTURE, INFILL W/ BATT INSUL.

CONCRETE TOPPING SLAB OVER METAL DECK, SEE STRUCT.



PRE-FINISHED SILL FLASHING SET IN CONT. SEALANT,COLOR TO MATCH METAL PANEL

125'-0"T.O. OPENING

5/8" TYPE 'X' GPDW

PRE-FINISHED SHEET METAL GRAVEL STOP OVER WOOD BLKG. AND ROOFING MEMBRANE CAP FLASHING, COLOR TO MATCH METAL PANEL

ROOFING MEMBRANE SYSTEM OVER COVER BOARD ON 4" BASE LAYER OF INSULATION, EXTEND MIN. 1" BELOW BLOCKING

ADHERED FLASHING MEMBRANE (EXTEND APPROX. 3" BEYOND FLANGE) WELDED SEAM AND SEALANT EA. SIDE OF MEMBRANE

CONTINUOUS CLEAT

2x WOOD BLOCKING W/ CONT. SHIM, SLOPE TO ROOF

PEMB PRE-FINISHED METAL WALL PANEL HEAD TRIM, ATTACHMENT AS PER MANUF. RECOMMENDATIONS

3' - 3 3/8" 6 5/8" 4 1/2"

1 1/2"

4' - 2 1/2"

3' - 11"

6"x16ga. DIAGONAL STEEL STUD BRACING @ 4'-0" O.C.



A

DATA

B115

REFORMER ROOM

B208


125'-0"T.O. OPENING

1' - 4 5/8"

5 1/2"

6 5/8" 2"

2 1/2"

1 1/2"




PRE-FINISHED ALUM. CURTAINWALL W/ 1" INSULATING GLASS, REFER FRAME TYPES FOR GLAZING



5/8" TYPE 'X' GPDW







CONTINUOUS CLEAT







WATERPROOFING

9 1/8"


EXIST. SECOND FLOOR112' - 7"

CORRIDOR

B206

SEALANT

EPDM FLASHING MEMBRANE

SHEET-METAL REGLET W/ REMOVABLE SHEET-METAL COUNTERFLASHING

PEMB PRE-FINISHED METAL WALL PANEL SILL TRIM, ATTACHMENT AS PER MANUF. RECOMMENDATIONS

EXST. ROOFING MEMBRANE & STRUCT.

EXTEND FLASHING MEMBRANE UP WALL OVER APA RATED SHEATHING UNDER COPING & LAP OVER NAILER AND SECURE W/ FASTENERS APPROX. 12" O.C., EXTEND MIN. 1" BELOW BLKG.

ROOFING MEMBRANE SYSTEM OVER COVER BOARD ON TAPERED & 4" BASE LAYER OF INSUL.

BATT INSUL. IN CAVITY ALONG ROOF TRANSITION & PARAPET WALL CONNECTION, SECURE IN PLACE

EXST. PARAPET WALL TO REMAIN, REFER TO DEMO PLAN FOR OPENING REQUIREMENT AND STRUCTURAL FOR LINTEL INFORMATION


5/8" TYPE 'X' GPDW, PT. ON STEEL STUD FRAMING

REPAIR SUSPENDED ACOUSTICAL PANEL CEILING SYSTEM AS REQD FROM DEMOLITION PHASE


FLUID APPLIED AIR/MOISTURE MEMBRANE BARRIER ON 5/8" FIBERGLASS REINF. GYP. SHEATHING OVER 6"x16ga. STEEL STUDS @ 16" O.C. W/ MIN. R-19 BATT INSUL.


PRE-FINISHED SHEET METAL COPING OVER WOOD BLKG. AND ROOFING MEMBRANE CAP FLASHING, COLOR TO MATCH METAL PANEL

CONTINUOUS CLEAT


124'-8" (VERIFY)T.O. EXST. PARAPET

130'-8"T.O. PARAPET

10'-0" A.F.F.FINISH CEILING

7-8 3/4" A.F.F. (VERIFY)EXST. CEILING

8'-8" (VERIFY)FINISH CEILING

EXST. WALL & FLOOR TO REMAIN

SUSPENDED ACOUSTICAL PANEL CEILING SYSTEM, TIE IN WITH EXSITING GRID


4 1/2"

2 1/2"

2"

8 5/8"

1' - 1 3/4"

WELDED SEAM AND SEALANT

004A

EXIST. SECOND FLOOR112' - 7"

CORRIDOR

B206

10'-0" A.F.F.FINISH CEILING

ADHERED FLASHING MEMBRANE (WELDED SEAM AND SEALANT EA. SIDE OF MEMBRANE) @ ROOF EDGE OVER PRE-FINISHED SHEET METAL EDGE FLASHING

2x WOOD BLOCKING T.O. WALL

PRE-FINISHED EAVE GUTTER & DOWNSPOUT

PEMB PRE-FINISHED METAL WALL PANEL OVER 'Z' SHAPE STEEL FRAMING, SPACING PER PEMB RECOMMENDATIONS ('Z' SHAPES BY FRAMING CONTRACTOR)




CONTINUOUS CLEAT


BATT INSUL. IN CAVITY ALONG ROOF TRANSITION, SECURE IN PLACE




4" STEEL STUDS @ 16" O.C.

SEALANT



SISTER STEEL STUDS AS REQUIRED

ADHERED FLASHING MEMBRANE OVER APA RATED SHEATHING (EXTEND APPROX. 3" BEYOND FLANGE) WEALDED SEAM AND SEALANT EA. SIDE OF MEMBRANE

2x WOOD BLOCKING T.O. WALL






SEALANT





5/8" TYPE 'X' GPDW, TYP.

EXST. WALL CONSTRUCTION

FLEXIBLE VAPOR RETARDER W/ COMPRESSIBLE INSULATION

2 1/2"

2"

7 1/4"

11 3/4"

6 5/8"

2"

2 1/2"

ADDITIONAL STUD FRAMIMING FOR SUSPENDED ACOUSTICAL PANEL CEILING SYSTEM HANGERS


BATT INSUL. IN CAVITY TO EXTEND BEYOND ROOF TRANSITION, SECURE IN PLACE

004A



A

CARDIO

B217

WEIGHTS

B129




PRE-FINISHED ALUM. CURTAINWALL W/ 1" INSULATING GLASS, REFER FRAME TYPES FOR GLAZING


5/8" TYPE 'X' GPDW





125'-0"T.O. OPENING



CONTINUOUS CLEAT



PEMB PRE-FINISHED METAL SOFFIT PANEL OVER 'Z' SHAPE STEEL FRAMING, SPACING PER PEMB RECOMMENDATIONS ('Z' SHAPES BY FRAMING CONTRACTOR)

STEEL STUD FRAMING W/ R-19 BATT INSULATION @ SOFFIT INTERIOR









1' - 3 1/8"

4' - 2 1/2"

1' - 3 1/8"

3' - 3 3/8" 6 5/8"

2"

2 1/2"

WATERPROOFING

EL. 110'-0"FINISH CEILING

9 1/8"


#SHEET HISTORY:

?

? - #

Lincoln, Nebraska



402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

11

/22

/20

17

12

:02

:36

PM

C:\

(1)

Re

vit

Pro

jec

ts\

20

17

\0

70

00

11

6 N

orf

olk

YM

CA

- A

17

_sn

ick

els

on

.rv

t

Wall Sections

A4.10

TCEP No.: 070-001-16


Norfolk YMCA

Nov. 1, 2017


SCALE: 1/2" = 1'-0"

WALL SECTION2SCALE: 1/2" = 1'-0"

WALL SECTION1

SCALE: 1/2" = 1'-0"

WALL SECTION5

SCALE: 1/2" = 1'-0"

WALL SECTION4

SCALE: 1/2" = 1'-0"

WALL SECTION3

A - 003 11/21/17 ADDENDUM NO. 003

A - 004 11/22/17 ADDENDUM NO. 004



X

VESTIBULE

D111

PRE-ENGINEERED METAL BUILDING RAKE ANGLE AND RAKE ANGLE CLIPS, ATTACHMENT AS PER MANUFACTURES RECOMMENDATIONS

PRE-ENGINEERED METAL BUILDING PURLIN BEYOND, ATTACHMENT AS PER MANUFACTURES RECOMMENDATIONS

PRE-ENGINEERED METAL BUILDING RAKE RETAINER, ATTACHMENT AS PER MANUFACTURES RECOMMENDATIONS

PRE-ENGINEERED METAL BUILDING STANDING SEAM ROOF PANELS, ATTACHMENT AS PER MANUFACTURES RECOMMENDATIONS

PRE-ENGINEERED METAL BUILDING RAKE TRIM, ATTACHMENT AS PER MANUFACTURES RECOMMENDATIONS

10' - 0" A.F.F.FINISH CEILING

2" RIGID PERIMETER INSUL. MIN 24" BELOW GRADE, EXTEND MIN. 24" HORIZ.

REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION INFORMATION

PEMB PRE-FINISHED METAL WALL PANEL OVER 'Z' SHAPE STEEL FRAMING, SPACING PER PEMB RECOMMENDATIONS


EXTERIOR STAIR; REF. STAIR SECTIONS

PRE-ENGINEERED METAL BUILDING DOOR TRIM, ATTACHMENT AS PER MANUFACTURES RECOMMENDATIONS

5/8" TYPE 'X' GPDW ON 3 5/8" STEEL STUDS @ 16" O.C.


6"

R-19 BATT INSULATION AND SIMPLE SAVER VAPOR BARRIER

ALUM. STOREFRONT SYSTEM


1

GYM

C110

1.1



PRE-ENGINEERED METAL BUILDING GUTTER & DOWN SPOUT SYSTEM





WOOD GYMNASIUM FLOORING SYSTEM OVER 4" CONC. SLAB, INSTALL PER MANUFACTURES RECOMMENDATIONS

4" CONC. SLAB ON CLASS 'A' VAPOR BARRIER AND 4" GRANULAR FILL, SEE STRUCTURE FOR REINFORCEMENT




CONC. STRUCTURAL STOOP, SEE STRUCTURAL DRAWINGS, COORDINATE W/ CIVIL

STORM SEWER PIPE, REFER TO LANDSCAPE ARCHITECTURAL SHEETS FOR INFORMATION


1

MAINTENANCESHOP

C107

1.1




STEEL ROOF DECK, TYP.; REF. STRUCTURAL

ROOFING MEMBRANE SYSTEM OVER COVER BOARD & TAPERED INSUL. OVER 4" BASE INSUL.

STEEL ROOF JOISTS; REF. STRUCT.







BREAK METAL FASCIA TO MATCH PEMB PRE-FINISHED METAL WALL PANEL

11 3/4"

117'-4"T.O. PARAPET

CONTINUOUS CLEAT



EXTEND FLASHING MEMBRANE UP WALL OVER APA RATED SHEATHING UNDER COPING & LAP OVER NAILER AND SECURE W/ FASTENERS APPROX. 12" O.C., EXTEND MIN. 1" BELOW BLKG.


5/8" TYPE 'X' GPDW

3 5/8"6 5/8"1 1/2"

STORM SEWER PIPE, REFER TO LANDSCAPE ARCHITECTURAL SHEETS FOR INFORMATION

004A


6

STEEL ROOF DECK, TYP.; REF. STRUCTURAL

ROOFING MEMBRANE SYSTEM OVER COVER BOARD & TAPERED INSUL. OVER 4" BASE INSUL.

STEEL ROOF JOISTS; REF. STRUCT.

PRE-ENGINEERED METAL BUILDING GUTTER & DOWN SPOUT SYSTEM




SUSPENDEDTRACK

C201

2' -

0"



TWO-PIECE SURFACE MOUNTED REGLET AND COUNTERFLASHING, EXTEND BEYOND CAP FLASHING

5/8" FGL. REINF. GYP. SHEATHING ON 3 5/8"x16ga. STEEL STUDS @ 16" O.C.


BREAK METAL FASCIA TO MATCH PEMB PRE-FINISHED METAL WALL PANEL

ROOF-TO-WALL EXPANSION JOINT COVER

2x WOOD BLOCKING AS REQD.


6"x16ga. STEEL STUD FRAMING @ 16" O.C. W/ MIN. R-19 BATT INSUL.


9'-2" A.F.F.T.O. OPENING



G



CORRIDOR

B138

FIELD HOUSE

C114

SUSPENDEDTRACK

C201

CARDIO

B217





CONCRETE TOPPING SLAB OVER METAL DECK, REF. STRUCTURAL

5/8" TYPE 'X' GPDW ON 8" STEEL STUD @ 16" O.C.



5/8" TYPE 'X' GPDW ON 8" STEEL STUD @ 16" O.C.




PRE-FINISHED ALUM. STOREFRONT W/ 1" INSUL. GLASS, SEE FRAME TYPE FOR GLAZING TYPES

SYNTHETIC TURF OVER BASE STONE ON UNDISTURBED SOIL


EL. VARIEST.O. PARAPET

EXTEND FLASHING MEMBRANE UP WALL OVER APA RATED SHEATHINGUNDER COPING & LAP OVER NAILER AND SECURE W/ FASTENERS APPROX. 12" O.C., EXTEND MIN. 1" BELOW GLKG.

2x WOOD BLOCKING AS REQD.

ROOFING MEMBRANE SYSTEM OVER COVER BOARD ON 4" BASE LAYER OF INSULATION



ROOF-TO-WALL EXPANSION JOINT COVER

2x WOOD BLOCKING W/ CONT. SHIM

7'-2" A.F.F.T.O. OPENING


CONTINUOUS CLEATSHEET METAL ROOF TO WALL FLASHING W/ 'Z' CLOSURE SET IN SEALANT TAPE AND FASHENERS.

HEAVY GAUGE RAKE SUPPORT


3 1/2" SOUND BATT INSULATION IN CAVITY, EXTEND FROM FLOOR TO STRUCTURE, REFER TO WALL TYPE SCHEDULE


8 5/8"

004A

#SHEET HISTORY:

?

? - #

Lincoln, Nebraska



402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

11

/22

/20

17

12

:01

:40

PM

C:\

(1)

Re

vit

Pro

jec

ts\

20

17

\0

70

00

11

6 N

orf

olk

YM

CA

- A

17

_sn

ick

els

on

.rv

t

Wall Sections

A4.12

TCEP No.: 070-001-16


Norfolk YMCA

Nov. 1, 2017


SCALE: 1/2" = 1'-0"

WALL SECTION1

SCALE: 1/2" = 1'-0"

WALL SECTION2

SCALE: 1/2" = 1'-0"

WALL SECTION5

SCALE: 1/2" = 1'-0"

WALL SECTION4

SCALE: 1/2" = 1'-0"

WALL SECTION3

A - 003 11/21/17 ADDENDUM NO. 003

A - 004 11/22/17 ADDENDUM NO. 004

X

8

2

A5.14

3

A5.14

TYP.

1' - 0" 12 TREADS @ 11" EA. = 11' - 0" 4' - 6" 12 TREADS @ 11" EA. = 11' - 0"

TYP.

11"

4' -

10"

GALV. 1 1/2" DIA. STEEL PIPE GUARDRAIL & HANDRAIL SYSTEM. GRIND WELDS SMOOTH & FLAT, SEE SPEC. PRIME & PT., TYP.

GALV. 1 1/2" DIA. STEEL PIPE HANDRAIL SYSTEM. AT WALL, GRIND WELDS SMOOTH AND FLAT, SEE SPEC. PRIME & PT. RETURN ENDS TO WALL AND PROVIDE WALL MOUNT BRACKETS @ 36" O.C. MAX.

C20

1.2

GALV. 1 1/2" DIA. STEEL PIPE GUARDRAIL SYSTEM. GRIND WELDS SMOOTH & FLAT, SEE SPEC. PRIME & PT., TYP.

7' - 4"

3' - 9 1/2"



83

A5.14


3' -

0"

6"

TYP.

1' - 0"

GALV. 1 1/2" DIA. STEEL PIPE GUARDRAIL SYSTEM. GRIND WELDS SMOOTH & FLAT, SEE SPEC. PRIME & PT., TYP.

MCNICHOLS GALV. "TRACTION TREAD" OR EQUAL, SUPPORT ANGLES SHALL BE WELDED TO STRINGERS, PLANKING SHALL BE CLIPPED OR BOLTED TO SUPPORT ANGLES

TYP.

11"

13 E

Q. R

ISE

RS

= 7

' - 6

"

13 E

Q. R

ISE

RS

= 7

' - 6

"

GALV. HSS 12x2x1/4 @ STAIR STRINGERS, PRIME & PT., TYP.

16

A6.30

Sim

CONCRETE SLAB ON GRADE;REF. LANDSCAPE ARCH.

CONC. STRUCTURAL STOOP SEE STRUCTURAL DRAWINGS, COORDINATE W/ CIVIL

GALVANIZED ANGLE CROSS BRACINGNOTE:

STAIR CONNECTIONS (STRINGER TO COLUMN, ECT.) TO BE DESIGNED BY STAIR FABRICATOR

004A



X

ADD. ROOF129' - 8"

2

A5.14


GALV. 1 1/2" DIA. STEEL PIPE HANDRAIL SYSTEM. AT WALL, GRIND WELDS SMOOTH AND FLAT, SEE SPEC. PRIME & PT. RETURN ENDS TO WALL AND PROVIDE WALL MOUNT BRACKETS @ 36" O.C. MAX.

4' - 10" 1 1/8"

GALV. HSS 12x2x1/4 @ STAIR STRINGERS, PRIME & PT., TYP.

GALV. STEEL, OPEN GRATE TREADS AND LANDING. GRIND WELDS SMOOTH & FLAT, SEE SPEC. PRIME & PT., TYP.



A6.30

16Sim

CONCRETE PAVERS

AB

C

Key Plan

D

#SHEET HISTORY:

?

? - #

Lincoln, Nebraska



402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

11

/22

/20

17

1:3

9:4

9 P

M

C:\

(1)

Re

vit

Pro

jec

ts\

20

17

\0

70

00

11

6 N

orf

olk

YM

CA

- A

17

_sn

ick

els

on

.rv

t

Enlarged Stair Plans &Stair Sections

A5.14

TCEP No.: 070-001-16


Norfolk YMCA

Nov. 1, 2017


SCALE: 1/4" = 1'-0"

ENLARGED STAIR PLAN - SECOND FLOOR1

SCALE: 1/2" = 1'-0"

STAIR SECTION2

SCALE: 1/2" = 1'-0"

STAIR SECTION3

A - 004 11/22/17 ADDENDUM NO. 004

A

2" 4" 5/8"

5/8" TYPE 'X' GPDW OVER 4" STEEL STUD FRAMING

PRE-FINISHED ALUM. CURTAIN WALL w/ 1" INSULATING GLASS; REF. FRAME TYPES FOR GLAZING TYPES

EXTERIOR WALL TO WALL CELLULAR FOAM EXPANSION JOINT MATERIAL (EJ-6); CONTRACTOR TO SUPPLY STANDARD COLOR SELECTIONS TO ARCHITECT FOR COLOR SELECTION

EXISTING WALL CONSTRUCTION

DATA

B115

FILL CAVITY W/ BATT INSULATION

F

E.9


INTERIOR WALL-TO-WALL JOINT COVER ASSEMBLIES: ASM-200 OR ASMC-200 (EJ-2)

2"

KIDS PLAYROOM

C101



INTERIOR WALL-TO-WALL JOINT COVER ASSEMBLIES: ASM-200 OR ASM-200 (EJ-2)


2"

1 1.1

2"

1" 2" 3 5/8" 3 5/8"



FLUID APPLIED AIR/MOISTURE MEMBRANE BARRIER ON 5/8" FIBERGLASS REINF. GYP. SHEATHING 5/8" TYPE 'X' GPDW ON 6"

STEEL STUDS @ 16" O.C.

EXTERIOR WALL-TO-WALL JOINT COVER CS GROUP ASMC-200X (EJ-1)

INTERIOR WALL-TO-WALL JOINT COVER ASSEMBLIES: ASM-200 OR ASMC-200 (EJ-2)


PEMB PRE-FINISHED METAL CONTINUOUS VERTICAL 'J' TRIM

EXTERIOR WALL TO WALL CELLULAR FOAM EXPANSION JOINT MATERIAL (EJ-6); CONTRACTOR TO SUPPLY STANDARD COLOR SELECTIONS TO ARCHITECT FOR COLOR SELECTION

G

12

5/8"

4" 4"

5/8"

2" 1"

1 1/

2"8"

5/8"

8"5/

8"



FLUID APPLIED AIR/MOISTURE MEMBRANE BARRIER ON 5/8" FIBERGLASS REINF. GYP. SHEATHING

5/8" TYPE 'X' GPDW, ON 8" STUDS @ 16" O.C.

STEEL COLUMN, REF. STRUCT.


WALL PAD, WP-1


LINER PANEL

FILL CAVITY w/ BATT INSULATION

5/8" ABUSE RESISTANT GPDW

ALIGN

PRE-FINISHED PEMB INSIDE CORNER TRIM; ATTACH PER MAN. RECOMMENDATIONS

5

A

4 1/

4"3"

4 7/

8"

4 1/4" 1' - 2 1/8" 4 7/8"

B3

B3

B3

B3

F3

DATA

B115

MEETING

B116

PRE-FINISHED ALUM. CURTAIN WALL w/ 1" INSULATING GLASS; REF. FRAME TYPES FOR GLAZING TYPES

5/8" TYPE 'X' GPDW OVER 3 5/8" STEEL STUD FRAMING

STEEL COLUMN, REF. STRUCT.

1

S

B3

B3

ALL WALLS FURRING AROUND COLUMNS SHALL MATCH HEIGHT OF LINER PANEL ON ADJACENT GYM WALLS

4 1/

4"6"

6"4

1/4"

WALL PAD, WP-1

4 1/4"

5/8" ABUSE RESISTANT GPDW OVER 3 5/8" STEEL STUDS @ 16" O.C.

STEEL FRAMING; REF. STRUCT.

PRE-FINISHED METAL LINER PANEL


12


FLUID APPLIED AIR/MOISTURE MEMBRANE BARRIER ON 5/8" FIBERGLASS REINF. GYP. SHEATHING5/8" TYPE 'X' GPDW, ON 8"

STUDS @ 16" O.C.

5/8" 4" 4"

5/8"

2" 1"

SEALANT, BOTH SIDES, TYP.


2" PRE-FINISHED PEMB OUTSIDE CORNER TRIM; ATTACH PER MAN. RECOMMENDATIONS


PRE-FINISHED ALUM. STOREFRONT DOOR, REFER TO FRAME TYPES

PEMB PRE-FINISHED METAL CONTINUOUS VERTICAL CLOSURE TRIM

5

A





5/8" TYPE 'X' GPDW, PT., TYP.


6", 16ga. STEEL STUDS @ 16" O.C.

PRE-FINISHED ALUM. STOREFRONT W/ 1" INSULATING GLASS, REFER FRAME TYPES FOR GLAZING

FILL CAVITY w/ BATT INSULATION

6", 16ga. STEEL STUDS @ 16" O.C.

STEEL COLUMN; REF. STRUCT.

1" 2" 5/8" 6" 5/8"

5/8"

2 1/

2"3

1/2"

5/8" 3 5/8" 6 1/4"

6 5/

8"

10 1/2"

12



5/8" TYPE 'X' GPDW ON 6" STEEL STUDS @ 16" O.C.

5/8" 4" 4"

5/8"

2" 1"5/8" TYPE 'X' GPDW ON 8" STEEL STUDS @ 16" O.C.

4" x 6" DOWNSPOUTS CONNECTED DIRECTLY TO STORM SEWER PIPING; REF. LANDSCAPE ARCH. FOR STORM PIPE SIZE AND LOCATION

PRE-FINISHED PEMB OUTSIDE CORNER TRIM; ATTACH PER MAN. RECOMMENDATIONS



PEMB PRE-FINISHED METAL CONTINUOUS VERTICAL CLOSURE TRIM



AB

C

Key Plan

D

#SHEET HISTORY:

?

? - #

Lincoln, Nebraska



402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

11

/22

/20

17

11

:16

:00

AM

C:\

(1)

Re

vit

Pro

jec

ts\

20

17

\0

70

00

11

6 N

orf

olk

YM

CA

- A

17

_sn

ick

els

on

.rv

t

Plan Details

A7.10

TCEP No.: 070-001-16


Norfolk YMCA

Nov. 1, 2017


SCALE: 1 1/2" = 1'-0"

PLAN DETAIL1

SCALE: 1 1/2" = 1'-0"

PLAN DETAIL8

SCALE: 1 1/2" = 1'-0"

PLAN DETAIL3

SCALE: 1 1/2" = 1'-0"

PLAN DETAIL9

SCALE: 1 1/2" = 1'-0"

PLAN DETAIL2

SCALE: 1 1/2" = 1'-0"

PLAN DETAIL5

SCALE: 1 1/2" = 1'-0"

PLAN DETAIL4

SCALE: 1 1/2" = 1'-0"

PLAN DETAIL7

SCALE: 1 1/2" = 1'-0"

PLAN DETAIL6

004A

004A

004A

A - 004 11/21/17 ADDENDUM NO. 004

NOT TO SCALE

FIRE SUPPRESSION SYMBOLS, ABBREVIATIONS, AND NOTES

F

FS

FIRE DEPARTMENT CONNECTION

FIRE PROTECTION PIPING

O.S. & Y. ZONE VALVE

FLOW SWITCH

SPRINKLER BRANCH WITH HEADS

MONITORED BUTTERFLY VALVE

ZONE RISER MANIFOLD

6 FIRE SUPPRESSION

6.1 INSTALL PIPING TO CONSERVE BUILDING SPACE, AND NOT INTERFERE WITH USEOF SPACE AND WORK OF ANOTHER TRADES. IT SHALL BE THE PRIMARYRESPONSIBILITY OF SPRINKLER CONTRACTOR TO COORDINATE WITH OTHERBUILDING TRADES TO AVOID ARCHITECTURAL, STRUCTURAL, MECHANICAL, ANDELECTRICAL INTERFERENCES. ALL NECESSARY ADDITIONAL HEADS, PIPING,AND OTHER EQUIPMENT REQUIRED TO AVOID SUCH INTERFERENCES SHALL BEPROVIDED AS PART OF THE SPRINKLER CONTRACT WITHOUT ADDITIONALCOMPENSATION AFTER THE BID ISSUBMITTED.

6.2 ALL SPRINKLER HEADS INSTALLED IN LAY-IN CEILING TILES SHALL BE CENTEREDWITHIN THE INDIVIDUAL CEILING TILE. CONTRACTOR SHALL PROVIDE ALL SWINGJOINTS AND/OR OFFSETS ASREQUIRED.

6.3 REFER TO FIRE SUPPRESSION PLANS OR TO FIRE SUPPRESSION SPECIFICATIONSECTIONS FOR OTHERREQUIREMENTS.

6.4 REFER TO REFLECTED CEILING PLANS FOR CEILING TYPES.

TAMPER SWITCH

PIV

FDC

MECHANICAL ROOMS

SPRINKLERS SHALL TAP OFF OF THETOP OF THE MAIN (TYPICAL)

NEW AREAS WITHCEILINGS

NEW AREASWITHOUT CEILINGS

ELECTRICAL ANDTELECOMM ROOMS

F F

NEW AREAS WITHARCHITECTURAL CLOUD CEILING

PROVIDE RECESSEDSPRINKLER WITHESCUTCHEON

PROVIDE UPRIGHT ORSIDEWALL SPRINKLERS

PROVIDE UPRIGHTSPRINKLER WITHSPRINKLER GUARDS


PROVIDE RECESSEDSPRINKLER WITHESCUTCHEON

PROVIDE UPRIGHT OR

SIDEWALL SPRINKLERS

(PROVIDE GUARDS IN

FITNESS, BATTING CAGE,

FIELD HOUSE AND GYM

AREAS)

GYMSPACE


6"F

F

SPRINKLERFLOW ALARMINTERFACEDWITH FACP

BFP-2

SLEEVE PIPING ATWALL PENETRATION (TYP),SEE UTILITY SHEETS

MAIN DRAINVALVE

AUTOMATIC DRIP VALVE

SIGHT GLASS (TYP)

FLOOR DRAIN

TO FLOOR DRAIN

ZONE 2 MAIN

ZONE 1 MAIN


EXISTING AREASWITHOUT CEILINGS

PROVIDE UPRIGHT ORSIDEWALLSPRINKLERS

EXISTING AREAS WITHLAT CEILINGS

PROVIDE RECESSEDCONCEALEDSPRINKLER WITHESCUTCHEON

WATER FLOW ALARM

SWITCH (TYPICAL)

TEST VALVE (TYP)

ZONE 3 MAIN

OS&Y SHUTOFF VALVE (TYP)

PROVIDE RECESSEDCONCEALEDSPRINKLER WITHESCUTCHEON

COORDINATE PAINTING OF EXPOSEDPIPE WITH GENERAL CONTRACTOR

EXISTING AREASWITH HARD CEILINGS

SEE CIVIL PLANSFOR LOCATION

MA

X. 2

'-0"

PROVIDE SIDEWALLSPRINKLER IN ALLELEVATOR PITS(TYP.)

ZONE 4 MAIN




FIELD HOUSE

SECOND FLOOR

FIRST FLOOR

ROOMS SIMILAR TO 1ST FLOOR

6" F

CHECK VALVE

SV SV

SV

FS

SV

FS

SV

FS

FACPMONITOREDSHUT-OFF VALVE

SV

SV

FS

FIRE SUPPRESSION PIPING SCHEMATIC FIRE SPRINKLER SYSTEM REQUIREMENTS SCHEDULE

AREA(S) SPRINKLER SYSTEM NFPA 13 SPRINKLER DENSITY NOMINAL SPRINKLER SPRINKLER

AREA: SERVED: ZONE: TYPE: HAZARD CLASS.: (GPM / SQFT): TEMPERATURE RATING: TYPE: REMARKS:

1A GENERAL SPACE ZONE 1 WET PIPE LIGHT HAZARD - SEE NFPA 13 135 DEG. F QUICK-RESPONSE 1,2,3,4,6,7

(SEE PLANS) WET PIPE LIGHT HAZARD TABLE

1B POOL AREA ZONE 1 WET PIPE LIGHT HAZARD - SEE NFPA 13 135 DEG. F QUICK-RESPONSE 1,2,3,4,6,8

WET PIPE LIGHT HAZARD TABLE

1C STORAGE ZONE 1 WET PIPE ORDINARY HAZARD - SEE NFPA 13 ORDINARY 135 DEG. F QUICK-RESPONSE 1,2,3,4,6

(GROUP 1) HAZARD GROUP 1 TABLE

WET PIPE

1D MECHANICAL ZONE 1 WET PIPE ORDINARY HAZARD - SEE NFPA 13 ORDINARY 175 DEG. F QUICK-RESPONSE 1,2,3,4,6

ROOMS (GROUP 1) HAZARD GROUP 1 TABLE

WET PIPE

1E CHLORINE STORAGE ZONE 1 WET PIPE ORDINARY HAZARD - SEE NFPA 13 ORDINARY 175 DEG. F QUICK-RESPONSE 1,2,3,4,6


WET PIPE



2B STORAGE ZONE 2 WET PIPE ORDINARY HAZARD - SEE NFPA 13 ORDINARY 135 DEG. F QUICK-RESPONSE 1,2,3,4,6


WET PIPE

2C ELEVATOR ZONE 3 WET PIPE ORDINARY HAZARD - SEE NFPA 13 ORDINARY 165 DEG. F QUICK-RESPONSE 1,2,3,4,5,6


WET PIPE

2D MECHANICAL ZONE 1 WET PIPE ORDINARY HAZARD - SEE NFPA 13 ORDINARY 175 DEG. F QUICK-RESPONSE 1,2,3,4,6

ROOMS (GROUP 1) HAZARD GROUP 1 TABLE

WET PIPE



3B ELEVATOR EQUIPMENT ZONE 3 WET PIPE ORDINARY HAZARD - SEE NFPA 13 ORDINARY 165 DEG. F QUICK-RESPONSE 1,2,3,4,5,6

ROOM (GROUP 1) HAZARD GROUP 1 TABLE

WET PIPE

3C STORAGE ZONE 3 WET PIPE ORDINARY HAZARD - SEE NFPA 13 ORDINARY 175 DEG. F QUICK-RESPONSE 1,2,3,4,6


WET PIPE

3D MECHANICAL ROOM ZONE 3 WET PIPE ORDINARY HAZARD - SEE NFPA 13 ORDINARY 175 DEG. F QUICK-RESPONSE 1,2,3,4,6


WET PIPE

3E MAINTENANCE ZONE 3 WET PIPE ORDINARY HAZARD - SEE NFPA 13 175 DEG. F QUICK-RESPONSE 1,2,3,4,6

SHOP (GROUP 2) HAZARD GROUP 2 TABLE

WET PIPE

4A FIELD HOUSE ZONE 4 WET PIPE LIGHT HAZARD - SEE NFPA 13 135 DEG. F QUICK-RESPONSE 1,2,3,4,6,7

WET PIPE LIGHT HAZARD TABLE

REMARKS:

1. WHERE CEILING IS INSTALLED, SPRINKLER HEADS ARE TO BE RECESSED TYPE AND LOCATED IN THE CENTER OF THE LAY-IN CEILING TILES.

2. PROVIDE SPRINKLER HEAD GUARDS ON ALL FIRE SPRINKLER HEADS IN MECHANICAL ROOMS, ELECTRICAL ROOMS

DATA ROOMS, GYMS, FIELD HOUSE, AND OTHER AREAS SPRINKLER HEADS ARE SUBJECT TO DAMAGE.

3. DO NOT INSTALL FIRE SPRINKLERS OR PIPING IN THE MECHANICAL OR ELECTIRCAL EQUIPMENT SERVICE ACCESS AREAS.

4. PROVIDE UPRIGHT PENDANT OR SIDEWALL TYPE IN ALL AREAS WHERE THERE ARE NO CEILINGS.

5. PROVIDE 165 DEG. F RATED FIRE SPRINKLER HEADS WITH RED BULB IN ELEVATOR EQUIPMENT ROOMS AND ELEVATOR SHAFTS.

6. PROVIDE UL LISTED PENETRATION SEAL THROUGH ALL RATED SEPARATIONS. MAINTAIN THE REQUIRED SEPARATION.

7. THERE SHALL BE NO FIRE SPRINKLER PIPING INSTALLED IN STAIRS. PROTECT ALL STAIRS WITH SIDEWALL TYPE FIRE SPRINKLERS.

8. ALL PIPING IN POOL AREA TO BE NON-FERROUS

AB

C

Key Plan

D

#SHEET HISTORY:

?

? - #

Lincoln, Nebraska



402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


ISSUED

Fire Suppression

FS1.03

TCEP No.: 070-001-16


Norfolk YMCA

Nov. 1 2017

11/01/2017 CONSTRUCTION DOCUMENTSA - 004 11/22/2017 ADDENDUM 004

004A