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Home My WebLink AboutFFCC - Addendum #01 P a g e 1 | 4 A D D E N D U M DATE: November 10, 2021 TO: ALL PLAN HOLDERS AND BIDDERS RE: Family First Community Center SUBJECT: Addendum # 01 This Addendum dated November 10, 2021 shall amend the Bid set dated October 20, 2021 and shall be acknowledged by the Bidders on the Bid Form. PROJECT MANUAL Section 00 00 10 Table of Contents: Overview of new, revised, and omitted spec sections. Section 00 31 00 Available Project Information: New section. Section 00 80 00 Forms: Revised Form A – Bid Form. Section 01 21 00 Allowances: Clarification of Unit Cost for import/export related to unsuitable soils. Section 01 30 00 Administrative Requirements: Clarification of school calendar. Section 03 54 00 Cast Underlayment: Section omitted – Not used. Section 07 13 00 Sheet Waterproofing: Section omitted – Not used. Section 07 14 00 Fluid Applied Waterproofing: Section omitted – Not used. Section 07 54 00 Ethylene Interpolymer (KEE) Roofing: Section omitted – Not used. Section 09 05 10 Flooring Moisture Measurement and Mitigation: Section omitted – Not used. Section 09 31 00 Tiling: Revised header for consistency with Table of Contents. Section 10 51 00 Lockers: Basis of Design clarification and added acceptable substitution. Family First Community Center Addendum #01 November 10, 2021 P a g e 2 | 4 Section 11 66 23 Gymnasium Equipment: Basis of Design clarification and added acceptable substitution. Section 31 30 00 Site Clearing: Submittal clarifications. Section 31 20 00 Earth Moving: Clarifications and revisions. Section 31 25 00 Temporary Erosion Control: Submittal clarifications. Section 32 12 16 Asphalt Paving: Submittal clarifications. Section 32 13 13 Concrete Paving: Submittal clarifications. Section 32 17 23 Pavement Markings: Submittal clarifications. Appendix D – Exhibits A and B: Exhibit A – Updated Table of Contents Exhibit B - Corrected Drawing Sheet Index. Appendix H – Pre-Bid Attendees and Questions: New section. Appendix I – Approved Substitution Request Forms: New section. DRAWING SHEETS A001 Cover Sheet: Sheet Index correction. CIVIL C220 – Site Sections: ADA Ramp revisions. C230 – Ramp Grading Details: ADA Ramp revisions. C300 – Paving, Channelization, Horizontal Control Plan Ramp revisions. C312 – City of Renton paving Details Cement Concrete Sidewalk. Family First Community Center Addendum #01 November 10, 2021 P a g e 3 | 4 STRUCTURAL S101 – Floor Plan: Revised floor plan layout at HealthPoint space ARCHITECTURAL A101 – Floor Plan: Revised floor plan layout at HealthPoint space and Electrical Room. A102 – Enlarged Floor Plan: Revised HealthPoint Floor plan. A103 – Enlarged Floor Plan: Revised wall location at Janitor Closet. Locker clarification. A105 – RCP: Revised layout at HealthPoint. A201 – Exterior Elevations: Elevations with landscape trees omitted from view. A502 – Door Schedule: Revised fiberglass storefront doors to aluminum storefront doors. ELECTRICAL E011 – Schedules: Revised Panel Schedules. E101 – Floor Plan – Power: Floor plan revisions as clouded. E110 – Enlarged Power Plans & Details Revisions as clouded. MECHANICAL M101 – HVAC Floor Plan: Revised layout at HealthPoint space. M102 – HVAC Enlarged Floor Plan: Revised layout at HealthPoint space. PLUMBING P002 – Schedules: Revised schedules. P100 – Plumbing Foundation Plan: Revised layout at HealthPoint space. Family First Community Center Addendum #01 November 10, 2021 P a g e 4 | 4 P102 – Plumbing Enlarged Floor Plan: Revised layout at HealthPoint space INTERIORS I-1.0 – Floor Plan: Revised layout at Electrical Room and Janitor Closets. END OF BID SET - ADDENDUM NO. 01 Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 00 00 10 October 20, 2021 TABLE OF CONTENTS Project #16-0996 00 00 10 - 1 Addendum 01 2021.11.10 DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS 00 11 13 Advertisement for Bids 00 11 14 Synopsis of Bidding Information 00 21 13 Instructions to Bidders 00 31 00 Available Project Information ...................................................................... ADD 01 00 42 10 Bid Submittal Checklist 00 52 00 Agreement Between Owner and Contractor (Sample) 00 52 00 Standard Form of Agreement - A101-2017 (7-26-2021) 00 72 00 General Conditions 00 72 00 General Conditions AIA Document A201 – 2017 00 80 00 Forms Form A - Bid Form ....................................................................................... ADD 01 Form B – Proposal Bid Bond Form C – List of Subcontractors, Part One (Submissions of HVAC, Plumbing, Electrical Subcontractors) Form D – List of Subcontractors, Part Two (Submission of Structural Steel and Rebar Subcontractors) Form E - Contractor Qualifications/Evaluation Form F – Qualifications of Project Key Personnel Form G – Contract Bond Form DIVISION 01 - GENERAL REQUIREMENTS 01 10 00 Summary 01 11 50 Delegated Design and Deferred Submittals 01 20 00 Price and Payment Procedures 01 21 00 Allowances .................................................................................................. ADD 01 01 23 00 Alternates 01 30 00 Administrative Requirements ...................................................................... ADD 01 01 35 15 LEED Certification Procedures 01 40 00 Quality Requirements 01 42 00 References 01 43 39 Mockups 01 45 54 Building Envelope Air Barrier Testing 01 50 00 Temporary Facilities and Controls 01 57 21 Indoor Air Quality Controls 01 60 00 Product Requirements 01 60 01 Substitution Request Form 01 73 00 Execution 01 74 19 Construction Waste Management and Disposal 01 77 00 Closeout Procedures 01 91 13 General Commissioning Requirements DIVISION 02 – EXISTING CONDITIONS NOT USED DIVISION 03 - CONCRETE 03 30 00 Cast-In-Place Concrete 03 35 13 Concrete Floor and Architectural CIP Finishing 03 35 36 Polished Concrete Finishing 03 54 00 Cast Underlayment ..................................................................................... ADD 01 Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 00 00 10 October 20, 2021 TABLE OF CONTENTS Project #16-0996 00 00 10 - 2 Addendum 01 2021.11.10 DIVISION 04 - MASONRY NOT USED DIVISION 05 - METALS 05 05 13 Shop - Applied Coatings for Metal 05 12 00 Structural Steel Framing 05 50 00 Metal Fabrications 05 52 13 Pipe and Tube Railings DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES 06 10 00 Rough Carpentry 06 16 00 Sheathing 06 18 00 Glued-Laminated Construction 06 20 20 Finish Carpentry 06 41 00 Architectural Wood Casework DIVISION 07 - THERMAL AND MOISTURE PROTECTION 07 13 00 Sheet Waterproofing ................................................................................... ADD 01 07 14 00 Fluid Applied Waterproofing ........................................................................ ADD 01 07 19 00 Water Repellents 07 21 00 Thermal Insulation 07 26 16 Under-Slab Vapor Barrier 07 27 27 Self-Adhered Sheet Air and Water Barriers 07 42 13 Metal Wall Panels 07 54 16 Ethylene Interpolymer (KEE) Roofing ......................................................... ADD 01 07 54 19 Polyvinyl-Chloride Roofing 07 55 63 Vegetated Roof Covering 07 62 00 Sheet Metal Flashing and Trim 07 72 00 Roof Accessories 07 90 05 Joint Sealers 07 92 13 Exterior Joint Sealants DIVISION 08 - OPENINGS 08 11 13 Hollow Metal Doors and Frames 08 15 73 Interior Sliding Doors 08 31 00 Access Doors and Panels 08 52 01 Fiberglass-Framed Storefronts, Entries and Windows 08 71 00 Door Hardware 08 80 00 Glazing 08 83 00 Mirrors 08 91 00 Louvers DIVISION 09 - FINISHES 09 05 10 Flooring Moisture Measurement and Mitigation ......................................... ADD 01 09 21 16 Gypsum Board Assemblies 09 31 00 Tiling ............................................................................................................. ADD01 09 51 00 Acoustical Ceilings 09 64 00 Wood Flooring 09 65 00 Resilient Flooring Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 00 00 10 October 20, 2021 TABLE OF CONTENTS Project #16-0996 00 00 10 - 3 Addendum 01 2021.11.10 09 68 13 Tile Carpeting 09 83 11 Acoustical Components 09 90 00 Painting and Coating 09 96 53 Elastomeric Coating DIVISION 10 - SPECIALTIES 10 11 00 Visual Display Surfaces 10 14 00 Signage 10 21 13 Toilet Compartments 10 26 00 Wall and Corner Protection 10 28 00 Toilet Accessories 10 44 00 Fire Protection Specialties 10 51 00 Lockers ...................................................................................................... ADD 01 10 80 13 Miscellaneous Specialties DIVISION 11 - EQUIPMENT 11 01 14 Fall Arrest & Fall Restraint System 11 31 00 Appliances 11 66 23 Gymnasium Equipment ............................................................................... ADD 01 11 70 00 Healthcare Equipment DIVISION 12 - FURNISHINGS 12 20 00 Window Treatments 12 36 00 Countertops DIVISION 13 – SPECIAL CONSTRUCTION NOT USED DIVISION 14 - CONVEYING EQUIPMENT NOT USED DIVISION 21 – FIRE SUPPRESSION 21 00 00 Fire Suppression General Conditions 21 05 00 Common Work Results for Fire Suppression 21 13 13 Wet-Pipe Sprinkler Systems 21 13 16 Dry-Pipe Sprinkler Systems DIVISION 22 – PLUMBING 22 00 00 Plumbing General Conditions 22 05 00 Common Work Results for Plumbing 22 07 00 Plumbing Insulation 22 08 00 Commissioning of Plumbing 22 11 00 Facility Water Distribution 22 11 16 PEX Domestic Water Piping 22 13 00 Facility Sanitary Sewerage 22 14 00 Facility Storm Drainage 22 23 00 Natural Gas Systems 22 30 00 Plumbing Equipment 22 40 00 Plumbing Fixtures 22 60 00 Medical Gas Equipment 22 69 00 Medical Gas Piping System Certification Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 00 00 10 October 20, 2021 TABLE OF CONTENTS Project #16-0996 00 00 10 - 4 Addendum 01 2021.11.10 DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) 23 00 00 HVAC General Conditions 23 05 00 Common Work Results for HVAC 23 05 93 Testing, Adjusting, and Balancing 23 07 00 HVAC Insulation 23 08 00 Commissioning of HVAC 23 09 00 Instrumentation and Control for HVAC 23 23 00 Refrigerant Piping 23 31 00 HVAC Ducts and Casings 23 33 00 Air Duct Accessories 23 34 00 HVAC Fans 23 37 00 Air Outlets and Inlets 23 72 00 Energy Recovery Units 23 74 00 Outdoor Air Handling Units 23 81 26 Split-System Air Conditioners & Heat Pumps 23 81 43 Air-Cooled Variable Refrigerant Flow Heat Pumps DIVISION 26 – ELECTRICAL 26 00 00 Electrical General Conditions 26 05 00 Common Work Results for Electrical 26 05 19 Low Voltage Electrical Power Conductors and Cables 26 05 26 Grounding and Bonding for Electrical Systems 26 05 33 Raceways and Boxes for Electrical Systems 26 05 53 Identification for Electrical Systems 26 05 73 Electrical Systems Studies 26 08 00 Commissioning of Electrical Systems 26 09 23 Lighting Control Devices 26 24 13 Switchboards 26 24 16 Panelboards 26 27 13 Electricity Metering 26 27 26 Wiring Devices 26 28 13 Fuses and Enclosed Switches and Circuit Breakers 26 51 19 Interior and Exterior Lighting DIVISION 27 – COMMUNICATIONS 27 00 00 Low Voltage General Conditions DIVISION 28 – ELECTRONIC SAFETY AND SECURITY 28 46 00 Fire Alarm General Conditions DIVISION 31 – EARTHWORK 31 10 00 Site Clearing ................................................................................................ ADD 01 31 20 00 Earth Moving ............................................................................................... ADD 01 31 25 00 Temporary Erosion Control ......................................................................... ADD 01 DIVISION 32 – EXTERIOR IMPROVEMENTS 32 12 16 Asphalt Paving ............................................................................................ ADD 01 32 13 13 Concrete Paving .......................................................................................... ADD 01 32 17 23 Pavement Markings .................................................................................... ADD 01 32 30 00 Site Improvements 32 80 00 Irrigation Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 00 00 10 October 20, 2021 TABLE OF CONTENTS Project #16-0996 00 00 10 - 5 Addendum 01 2021.11.10 32 90 00 Planting DIVISION 33 – UTILITIES 33 10 00 Water Distribution System 33 30 00 Sanitary Sewer System 33 40 00 Storm Drainage System APPENDICES APPENDIX A Construction Mitigation APPENDIX B Interior HVAC Noise Control Report APPENDIX C Healthpoint Cutsheets APPENDIX D Exhibit A and Exhibit B ................................................................................ ADD 01 APPENDIX E Geotechnical Report APPENDIX F School District Requirements APPENDIX G RSD Student Calendar 2021-2022 APPENDIX H Pre Bid Attendees and Questions ............................................................... ADD 01 APPENDIX I Approved Substitution Request Forms ....................................................... ADD 01 END OF SECTION Baylis Architects FAMILY FIRST COMMUNITY CENTER Addendum 01 SECTION 00 31 00 November 10, 2021 AVAILABLE PROJECT INFORMATION Project #16-0996 00 31 00 - 1 PART 1 - GENERAL 1.1 SUMMARY A . This section contains information on surveys and record information for the building. PART 2 - PRODUCTS 2.1 AVAILABLE INFORMATION A . Owner has information consisting of reports, surveys and other record information. This information is available to Contractor and subcontractors for review. Available information includes but is not limited to: 1. Appendix A: Construction Mitigation. 2. Appendix B: Interior HVAC Noise Control Report. 3. Appendix C: Healthpoint Cutsheets. 4. Appendix D: Exhibits A and B. 5. Appendix E: Geotechnical Report. 6. Appendix F: School District Requirements. 7. Appendix G: RSD Student Calendar 2021-2022. 8. Appendix H: Pre-Bid Attendees and Questions. 9. Appendix I: Approved Substitution Request Forms. B . Surveys, reports and record information on existing conditions are provided without warranty as to their accuracy or completeness. PART 3 - EXECUTION 3.1 NOT USED. END OF SECTION BID SET October 20, 2021 FAMILY FIRST COMMUNITY CENTER PROJECT FORM A BID FORM Family First Community Center Bid Form Page 1 of 5 Addendum 01 2021-11-10 CITY OF RENTON HAND DELIVER TO: OFFICE OF THE CITY CLERK RENTON CITY HALL – LOBBY 1055 GRADY WAY, RENTON, WA, 98057 for the FAMILY FIRST COMMUNITY CENTER 16200 116th Ave SE Renton, WA 98057 Bids Due: 2:00 PM December 8, 2021 Bidder’s Name: Address: Telephone: (MUST BE COMPLETED AND SIGNED) Having carefully examined the Bidding Documents and Instructions to Bidders, the Project site and conditions affecting the Work, and all Addenda, the undersigned Bidder certifies that: (i) it has the personnel and means to complete the Work and (ii) it will furnish all labor, materials, equipment, and management to perform all Work required by, and in strict accordance with, the above-named documents for the following sum(s) within the time fixed. All Bid amounts shall include overhead, profit, bonds, insurance, and any other expense required to complete the Work (excluding Washington State Sales Tax). The undersigned Bidder certifies that it is, at the time of submitting the Bid, and shall remain throughout the period of the Contract, licensed by the State of Washington to perform the type of work required under the Contract Documents. It further certifies that it is skilled and regularly engaged in the general class and type of work called for in the Contract Documents. A. BASE BID The Bidder agrees to complete the Work for this Project for the following lump sum Base Bid amount: ______________________________________________________________ DOLLARS (words) $_____________________________________________________________ (numerals) Do not include in the Base Bid Washington State Sales Tax that will be paid based on the Contract Sum. B I D F O R M BID SET October 20, 2021 FAMILY FIRST COMMUNITY CENTER PROJECT FORM A BID FORM Family First Community Center Bid Form Page 2 of 5 Addendum 01 2021-11-10 B. TRENCH EXCAVATION SAFETY PROVISIONS The Base Bid amount includes any trench-excavation safety provisions required for compliance with Chapter 39.04 RCW and Chapter 49.17 RCW, as applicable, and the amount included in the Base Bid is: $_______________ C. ALTERNATES See the Description of Work and Drawing Sheet in the Bidding Documents for descriptions of Alternates. Alternates shall not be included in the Base Bid amount. Alternates selected by the Owner will be added to the Base Bid amount. · Alternate #1 – Green Roof: ADD Dollars (words) ($ ) (numerals) · Alternate #2 – Acoustic Panels: ADD Dollars (words) ($ ) (numerals) · Alternate #3 – Aluminum Windows: ADD Dollars (words) ($ ) (numerals) Do not include in the Alternate amounts Washington State Sales Tax that will be paid based on the Contract Sum if the Alternates are accepted. D. UNIT COST ALLOWANCE The Bidder proposes that the following Unit Cost shall be used to establish an Allowance that is included in the Base Bid and will govern additions and deduction to the Base Bid and Alternate Bids (if any are accepted): · Unit Cost Allowance Description – Export/import of any unsuitable soils from site per Cubic Yard (“CY”), as required by the Geotechnical Engineer beyond the Base Scope of Work. See Section 31 20 00.1.9 Unit Cost for description Unit Cost/CY No. 1 Unanticipated earthwork excavation, material handling, and off-site disposal of 1000 CY of unsuitable native soils as determined by the Geotechnical Engineer. Unit Cost/C No. 1 $ Dollars (words) Unit Cost/CY ($_____________________________) (numerals) Estimated Unsuitable Material Export X 1,000 Cubic Yards Estimated Allowance = $ Allowance in Base Bid BID SET October 20, 2021 FAMILY FIRST COMMUNITY CENTER PROJECT FORM A BID FORM Family First Community Center Bid Form Page 3 of 5 Addendum 01 2021-11-10 Unit Cost/CY No. 2 Unanticipated imported structural fill supplied, placed and compacted to replace unanticipated unsuitable materials as confirmed by Geotechnical Engineer. Unit Cost/C No. 2 $ Dollars (words) Unit Cost/CY ($_____________________________) (numerals) Estimated Structural Fill Import X 1,000 Cubic Yards Estimated Allowance = $ Allowance in Base Bid Do not include in the Unit Cost amount or Allowance established within the Base Bid Washington State Sales Tax that will be paid based on the Contract Sum. E. SUBCONTRACTOR LISTING The Project is expected to cost $1,000,000 or more. As required by RCW 39.30.060, every Bidder must complete and provide the Subcontractor listing forms (Form D and Form E) in accordance with applicable requirements. F. RECEIPT OF ADDENDA Bidder acknowledges receipt of the following addenda: Addendum No. Addendum No. Addendum No. Addendum No. All requirements therein are included in the appropriate Bid amount. G. CONDITIONS OF PROPOSAL 1. Determination of Low Bidder: a. The City of Renton (alternatively referred to as “Owner” or “City”) reserves the right to award the Contract for the Project based on the Contractor’s Base Bid and any selected Alternates(s), in whatever manner is in the City’s best interest. 2. Overhead and Profit: a. All of the above Bid Prices shall include overhead, profit, bonds, insurance, and any other expense required to complete the Work (excluding Washington State Sales Tax). H. PERIOD OF BID VALIDITY/ACCEPTANCE OF BID The undersigned hereby agrees that this Bid shall be a valid and firm offering for the period of sixty (60) days from the Bid date. Within sixty (60) days from the Bid date, the City will act either to accept the Bid from the lowest responsive and responsible Bidder, or to reject all Bids. The City reserves the right to request BID SET October 20, 2021 FAMILY FIRST COMMUNITY CENTER PROJECT FORM A BID FORM Family First Community Center Bid Form Page 4 of 5 Addendum 01 2021-11-10 extensions of such Bid acceptance period. The acceptance of a Bid will be evidenced by a written Notice of Intent to Award Contract to the Bidder whose Bid is under consideration for acceptance, together with a request to furnish a bond (if required), evidence of required insurance to execute the Agreement set forth in the Contract Documents, and other designated documents. I. EXECUTION OF CONTRACT If the written Notice of Intent to Award Contract is mailed, telegraphed, or delivered via facsimile to the undersigned within the period of Bid validity noted above, or any time thereafter before this Bid is withdrawn, the undersigned will, within ten (10) days after the date of such notification, execute the revised AIA Document A101-2017 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum (“Agreement”) set forth in the Contract Documents. J. TIME FOR COMPLETION Substantial Completion - The undersigned hereby agrees to Substantially Complete all the Work under the Base Bid (and accepted Alternates) no later than 365 days following receipt of a notice to proceed. Final Completion – All the Work shall achieve Final Completion in accordance with the Contract Documents within 30 calendar days after the date of Substantial Completion. K. LIQUIDATED DAMAGES The undersigned agrees to pay the Owner as liquidated damages the sum of $750.00 for each calendar day beyond the date upon which Substantial Completion of the entire Work is required to be complete until Substantial Completion is achieved, in accordance with the Contract Documents. L. BID SECURITY (As per the Bidding Documents) If applicable, Bid Security must be submitted with the Bid Form. [Remainder of page left intentionally blank.] BID SET October 20, 2021 FAMILY FIRST COMMUNITY CENTER PROJECT FORM A BID FORM Family First Community Center Bid Form Page 5 of 5 Addendum 01 2021-11-10 M. ACKNOWLEDGMENT The undersigned acknowledges that it has read, understands, and agrees to comply with all federal and state non-discrimination laws, regulations, and policies during the performance of the Work. The undersigned Bidder hereby further certifies, under penalty of perjury under the laws of the State of Washington, that within the three-year period immediately preceding the Bid Submission date, the Bidder has not been determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries, or through a civil judgment entered by a court of limited or general jurisdiction, to have willfully violated, as defined in RCW 49.48.082, any provision of chapters 49.46, 49.48, or 49.52 RCW. Legal Name of Person or Entity Submitting Bid: _____ NOTE: If Bidder is a corporation, write State of Incorporation; if a partnership, give full names and addresses of all parties below. Authorized Signatory: Title: Printed Name: Address: City: State: Zip Code: Date: Telephone: Fax: Washington Contractor's License No.: Federal Tax ID #: E-mail address: Washington State UBI No.: Expiration Date: End of Bid Form Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 01 21 00 October 20, 2021 ALLOWANCES Project #16-0996 01 21 00 - 1 Addendum #01 2021.11.10 PART 1 - GENERAL 1.1 SECTION INCLUDES A . Cash allowances. B . Contingency allowance. C . Payment and modification procedures relating to allowances. 1.2 RELATED REQUIREMENTS A . 01 20 00 - Price and Payment Procedures: Additional payment and modification procedures. A .B . 32 00 00 – Earth Moving: Additional information for Unit Cost/CY No. 1 and CY No. 2. 1.3 CASH ALLOWANCES A . Costs Included in Cash Allowances: Cost of product to Contractor or subcontractor, less applicable trade discounts, less applicable taxes, all required taxes (except state and local sales taxes due on progress, retainage, and final payments) B . Architect Responsibilities: 1. Consult with Contractor for consideration and selection of products, suppliers, and installers. 2. Select products in consultation with Owner and transmit decision to Contractor. 3. Prepare Change Order. C . Contractor Responsibilities: 1. Assist Architect in selection of products, suppliers, and installers. 2. Obtain proposals from suppliers and installers and offer recommendations. 3. On notification of which products have been selected, execute purchase agreement with designated supplier and installer. 4. Arrange for and process shop drawings, product data, and samples. Arrange for delivery. 5. Promptly inspect products upon delivery for completeness, damage, and defects. Submit claims for transportation damage. D . Differences in costs will be adjusted by Change Order. 1. Notify Owner of intent to exceed an allowance amount prior to submitting Change Order. 1.4 CONTINGENCY ALLOWANCE A . Contractor's costs for products, delivery, installation, labor, insurance, payroll, taxes, bonding, equipment rental, overhead and profit will be included in Change Orders authorizing expenditure of funds from this Contingency Allowance. Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 01 21 00 October 20, 2021 ALLOWANCES Project #16-0996 01 21 00 - 2 Addendum #01 2021.11.10 B . At closeout of Contract, funds remaining in Contingency Allowance will be credited to Owner by Change Order. 1.5 ALLOWANCES SCHEDULE No. Description Allowance 1 Import and export of unsuitable soils to support Division 31 Earthwork Section 32 00 00 Earth Moving Unit Cost/CY No. 1 and Unit Cost/CY No. 2 as required by Geotechnical Engineer for work beyond base scope of work. Up to 1,000 cubic yards, maximum, each for import and export.. Provide unit cost not to include Base Bid Washington State Sales Tax as indicated on the Bid Form Form A. PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED END OF SECTION Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 01 30 00 October 20, 2021 ADMINISTRATIVE REQUIREMENTS Project #16-0996 01 30 00 - 1 Addendum 01 2021.11.10 PART 1 - GENERAL 1.1 SECTION INCLUDES A . Meetings. B . Requests for information (interpretation). C . Submittal procedures. D . Construction progress schedule. E . Photographic documentation. 1.2 RELATED REQUIREMENTS A . 00 72 00 – General Conditions: Dates for applications for payment. B . 00 72 00 – General Conditions: Duties of the Construction Manager. C . 01 40 00 - Quality Requirements: For quality assurance submittals. D . Appendix F – School District Requirements: For additional information related to construction progress. E . Appendix G – RSD Student Calendar 2021-2022: For construction parking limits during the school year. 1.3 DEFINITIONS A . Action Submittals: Written and graphic information and physical samples that require Architect's responsive action. B . Informational Submittals: Written and graphic information and physical samples that do not require Architect's responsive action. Submittals may be rejected for not complying with requirements. 1.4 SUBMITTALS A . Meeting Minutes. B . RFI Log. C . Submittal Log. D . Preliminary Progress Schedule. E . Construction Progress Schedule. F . Photographic Documentation. Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 01 30 00 October 20, 2021 ADMINISTRATIVE REQUIREMENTS Project #16-0996 01 30 00 - 2 Addendum 01 2021.11.10 PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION 3.1 MEETINGS A . Preconstruction Meetings: 1. Owner will schedule a meeting after Notice of Award. a. Preconstruction and Site Mobilization meetings may be held concurrently. 2. Attendance Required: a. Owner. b. Architect. c. Contractor. d. Contractor's Superintendent. e. Applicable Subcontractors or Sub-subcontractors attend and participate in meetings. 3. Contractor to record minutes and distribute copies within two days after meeting to participants, with copies to Architect, Owner, participants, and those affected by decisions made. B . Site Mobilization Meetings: 1. Architect will schedule a meeting at the Project site prior to Contractor occupancy. 2. Attendance Required: a. Contractor. b. Owner. c. Architect. d. Contractor's Superintendent. 3. Applicable Subcontractors or Sub-subcontractors attend and participate in meetings.Agenda: a. Use of premises by Owner and Contractor. b. Owner's requirements and occupancy prior to completion. c. Construction facilities and controls provided by Owner. d. Temporary utilities provided by Owner. e. Survey and building layout. f. Security and housekeeping procedures. g. Schedules. h. Application for payment procedures. i. Procedures for testing. j. Procedures for maintaining record documents. k. Requirements for start-up of equipment. Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 01 30 00 October 20, 2021 ADMINISTRATIVE REQUIREMENTS Project #16-0996 01 30 00 - 3 Addendum 01 2021.11.10 l. Inspection and acceptance of equipment put into service during construction period. 4. Contractor to record minutes and distribute copies within two days after meeting to participants, with copies to Architect, Owner, participants, and those affected by decisions made. C . Presubmittal Meetings: 1. Schedule a meeting at the project site prior to Contractor's beginning work on submittal(s) if required by the individual specification section. 2. Attendance Required: a. Contractor. b. Owner. c. Architect. d. Special consultants and contractors involved in production of submitted system. 3. Agenda: General guidelines a. Presentation of design Intent of the work of the section by Architect. b. Presentation of construction sequencing and site related issues by Contractor. c. Presentation of Contractor interpretation design intent and construction sequence/site issues. d. Contractor documentation and fabrication procedures and proposed shop drawing/submittal schedule. e. Architect and Owner expectations for the submittal, using the specification section as a basis, and encompassing schedule and expected revise and resubmit time frame if any. f. Other issues of concern by all parties. g. Contractor to record and distribute minutes within 2 days of meeting with copies to Architect, Owner, participants and those affected by decisions made. D . Preinstallation Meetings: 1. Schedule a meeting at the project site prior to Contractor's beginning installation work if required by the individual specification section. 2. Attendance Required: a. Contractor. b. Owner. c. Architect. d. Special consultants and contractors involved in production of installed system. 3. Agenda: General guidelines a. Confirmation of approved submittals and mockups. b. Manufacturer's written instructions. c. Warranty requirements. d. Compatibility of materials. Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 01 30 00 October 20, 2021 ADMINISTRATIVE REQUIREMENTS Project #16-0996 01 30 00 - 4 Addendum 01 2021.11.10 e. Acceptability of substrates. f. Required performance results. g. Other issues of concern by all parties. h. Contractor to record and distribute minutes within 2 days of meeting with copies to Architect, Owner, participants and those affected by decisions made. E . Progress Meetings: 1. Schedule regular weekly on-site Project status meetings. 2. Make arrangements for meetings, prepare agenda with copies for participants, preside at meetings. 3. Attendance Required: Job superintendent, major Subcontractors and suppliers, Owner, Architect, as appropriate to agenda topics for each meeting. 4. Agenda: a. Review minutes of previous meetings. b. Review of Work progress. 1) Review of progress drawings. c. Field observations, problems, and decisions. d. Identification of problems that impede, or will impede, planned progress. e. Review of submittals schedule and status of submittals. f. Maintenance of progress schedule. g. Corrective measures to regain projected schedules. h. Planned progress during succeeding work period. i. Maintenance of quality and work standards. j. Effect of proposed changes on progress schedule and coordination. k. LEED Documentation Updates. l. Other business relating to Work. 5. Contractor to record minutes and distribute copies within two days after meeting to participants, with copies to Architect, Owner, participants, and those affected by decisions made. 3.2 REQUESTS FOR INFORMATION (INTERPRETATION) A . Requests for Information (RFI) 1. Requests for Information, Interpretation, or Clarifications are to explain project conditions without generating a change proposal or modification to the contract. Include the following: a. Project name and number. b. Date. c. Date response required by. d. RFI number. e. Subject. Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 01 30 00 October 20, 2021 ADMINISTRATIVE REQUIREMENTS Project #16-0996 01 30 00 - 5 Addendum 01 2021.11.10 f. Initiator of the question. g. Indication of costs, if known or anticipated. h. Indication of schedule impact, if known or anticipated. i. Location on site. j. Contract drawing reference. k. Contract specification section and paragraph reference. l. Descriptive text. m. Recommended solution(s) if available. n. Space for reply on same page as questions. 2. Submit to Architect electronically. 3. All responses must be in writing. If a response will impact the contract, the Contractor shall follow the contract modification procedures in Section 01 20 00 - Price and Payment Procedures. B . Request for Information Procedures: 1. Transmit all RFIs electronically. RFIs form should be in an editable file format, such as editable PDF, Microsoft Word or Excel. Architect will respond in non-editable PDF format. 2. Submit RFIs that involve multiple disciplines to all consultants involved in addressing the issues raised in the RFI simultaneously. There will be no differentiation in approach to design and design/build consultants. 3. Consultants will be required to submit their responses to the Architect. 4. Architect will review and coordinate consultants' responses and will issue the combined response to Contractor with copies to Owner and relevant design team members. 5. Typical RFI response time: 5 working days. Consultants will have 4 working days for response to Architect to allow time for coordination. RFIs received after 12 PM will be logged as received the next day. 6. Indicate response due date in all RFIs. 7. If urgent matters arise, include the word "URGENT" in the title of email containing the RFI. 8. If multiple RFIs are submitted on the same day, indicate order of priority for response and which RFI responses can be submitted after the typical 5-day period. C . Generate and keep current an RFI Log including the following: 1. RFI number. 2. Subject. 3. Date Submitted. 4. Initiator of the question. 5. Date Returned. Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 01 30 00 October 20, 2021 ADMINISTRATIVE REQUIREMENTS Project #16-0996 01 30 00 - 6 Addendum 01 2021.11.10 3.3 SUBMITTAL PROCEDURES A . General: 1. Transmit each submittal with AIA Form G810. 2. Sequentially number the transmittal form. Revise submittals with original number and a sequential alphabetic suffix. 3. Identify Project, Contractor, subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate on each copy. 4. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of products specified, field dimensions, adjacent construction Work, and information is in accordance with the requirements of the Work and Contract Documents. 5. Deliver submittals to Architect at business address only if samples are provided. Otherwise, submittals to be provided in digital format. 6. Identify variations from Contract Documents and product or system limitations that may be detrimental to successful performance of the completed Work. 7. Provide space for Contractor and Architect review stamps. 8. When revised for resubmission, identify all changes made since previous submission. 9. Distribute reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements. 10. Submittals not requested will not be recognized or processed. B . Schedule: 1. Schedule submittals to expedite the Project, and coordinate submission of related items.. 2. For each Action Submittal, allow 15 working days excluding delivery time to and from the Contractor. C . Submittal Log: 1. Submit preliminary submittal log including the following information with first application for payment in accordance with Section 01 20 00 - Price and Payment Procedures. Provide in electronic format sortable by data values in each column. a. Submittal number. b. Submittal Title. c. Planned date of submission by Contractor. d. Planned return date by Architect. 2. Keep Submittal Log current with the following information and submit with each application for payment. Provide in electronic format sortable by data values in each column. a. Submittal number. b. Submittal Title. c. Planned date of submission by Contractor. d. Required return date by Architect. e. Actual date of submission by Contractor. Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 01 30 00 October 20, 2021 ADMINISTRATIVE REQUIREMENTS Project #16-0996 01 30 00 - 7 Addendum 01 2021.11.10 f. Actual return date by Architect. D . Electronic Submittals: Identify and incorporate information in each electronic submittal file as follows: 1. Assemble complete submittal package into a single indexed file incorporating submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item. 2. Transmit all Submittals electronically, in PDF format. The Contractor's numbering system is acceptable, as long as it includes 6-digit section number and submittal number specific to each particular section. 3. Submittal distribution to design team, and distribution of submittal reviews to Contractor will follow the same procedure as the one outlined for RFIs. 4. Update Submittal Schedule monthly. 5. Typical Submittal Review Time: 15 working days. 6. Consultants and Owner will have 8 working days for response to Architect to allow time for coordination. If multiple submittals are sent on the same day, indicate order of priority for review and which submittals can be returned after the typical 15-day period. 7. All other parts of submittal review are similar to the procedures outlined for RFIs above. 8. Name file with submittal number or other unique identifier, including revision identifier. a. File name shall use project identifier - Specification Section number followed by a decimal point and then a sequential number (e.g., ###-06100.01). Resubmittals shall include an alphabetic suffix after another decimal point (e.g., ###- 06100.01.A). 9. Provide means for insertion to permanently record Contractor's review and approval markings and action taken by Architect. 10. Transmittal Form for Electronic Submittals: Use electronic form acceptable to Architect, containing the following information: a. Project name. b. Date. c. Name and address of Architect. d. Name of Contractor. e. Name of firm or entity that prepared submittal. f. Names of subcontractor, manufacturer, and supplier. g. Category and type of submittal. h. Submittal purpose and description. i. Specification Section number and title. j. Specification paragraph number or drawing designation and generic name for each of multiple items. k. Drawing number and detail references, as appropriate. l. Location(s) where product is to be installed, as appropriate. m. Related physical samples submitted directly. n. Indication of full or partial submittal. Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 01 30 00 October 20, 2021 ADMINISTRATIVE REQUIREMENTS Project #16-0996 01 30 00 - 8 Addendum 01 2021.11.10 o. Transmittal number, numbered consecutively. p. Submittal and transmittal distribution record. q. Other necessary identification. r. Remarks. 11. Options: Identify options requiring selection by Architect. 12. Deviations and Additional Information: On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Architect on previous submittals, and deviations from requirements in the Contract Documents, including minor variations and limitations. Include same identification information as related submittal. E . Submittals for Action: 1. When the following are specified in individual sections, submit them for review: a. Product Data: Manufacturer's standard data marked to indicate project specific systems, components, finishes and accessories. b. Shop Drawings: Project specific information drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or manufacturer's standard printed details. c. Samples for Selection: Manufacturer's standard color and finish charts for selection of previously unselected finishes. d. Samples for Verification: Manufacturer's standard size of selected finish on actual material of installation. As an example: Submit metal finishes on metal samples rather than paper color charts. 2. Submit to Architect for review for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. 3. Samples will be reviewed only for aesthetic, color, or finish selection. F . Submittals for Information: 1. When the following are specified in individual sections, submit them for information: a. Delegated Design Submittals: Including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. b. Design data. c. Certificates: In accordance with Section 01 40 00 - Quality Requirements. d. Test reports: In accordance with Section 01 40 00 - Quality Requirements. e. Inspection reports: In accordance with Section 01 40 00 - Quality Requirements. f. Manufacturer's instructions: Include special preparation of substrate, installation and attachment methods, and conditions requiring special attention. g. Manufacturer's field reports: In accordance with Section 01 40 00 - Quality Requirements. 2. Other types indicated. 3. Submit for Architect's knowledge as contract administrator or for Owner. No action will be taken. Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 01 30 00 October 20, 2021 ADMINISTRATIVE REQUIREMENTS Project #16-0996 01 30 00 - 9 Addendum 01 2021.11.10 G . Submittals for Project Closeout: 1. When the following are specified in individual sections, submit them at project closeout: a. Project record documents: In accordance with Section 01 77 00 - Closeout Procedures. b. Operation and maintenance data: In accordance with Section 01 77 00 - Closeout Procedures. c. Warranties: In accordance with Section 01 77 00 - Closeout Procedures. d. Bonds: In accordance with Section 01 77 00 - Closeout Procedures. e. Other types as indicated. 2. Submit for Owner's benefit during and after project completion. H . Number of Copies of Submittals: 1. Documents: Provide one electronic copy in PDF format to Owner and Architect; an electronically marked- up file will be returned. Create PDFs at native size and right-side up; illegible files will be rejected. 2. Documents for Project Closeout: Submit two copies. 3. Samples: a. Submit three sets of samples for items reviewed by Architect alone. b. Submit four sets for items reviewed by Architect and Consultants. c. After review, produce duplicates. d. Retained samples will not be returned to Contractor unless specifically so stated. e. Submit labeled electronic picture of sample with each physical sample. 3.4 CONSTRUCTION PROGRESS SCHEDULE A . Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule and show how the sequence of the Work is affected. 1. Phasing of the property for construction: See plan sheet for denoted areas available for construction at each phase. 2. Construction Mitigation Plan: See Appendix F School District Requirements. 3. Construction Personnel Parking Limits During School Year: See Appendix G – RSD School Calendar 2021-2022. a. It is anticipated that the school year for 2022-2023 will begin September 2 August 31, 2022. 3.5 PHOTOGRAPHIC DOCUMENTATION A . Submit photographs with each application for payment, taken not more than 3 days prior to submission of application for payment. B . Photography Type: Digital; electronic files. C . Provide photographs of site and construction throughout progress of Work produced by an experienced photographer, acceptable to Architect. Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 01 30 00 October 20, 2021 ADMINISTRATIVE REQUIREMENTS Project #16-0996 01 30 00 - 10 Addendum 01 2021.11.10 D . In addition to periodic, recurring views, take photographs of each of the following events: 1. Completion of site clearing. 2. Excavations in progress. 3. Foundations in progress and upon completion. 4. Structural framing in progress and upon completion. 5. Enclosure of building, upon completion. 6. Final completion, minimum of ten (10) photos. E . Views: 1. Provide non-aerial photographs from four cardinal views at each specified time, until Date of Substantial Completion. 2. Consult with Architect for instructions on views required. 3. Provide correct exposure and focus, high resolution and sharpness, maximum depth of field, and minimum distortion. 4. Point of View Sketch: Provide PDF of sketch identifying point of view of each photograph. F . Digital Photographs: 24 bit color, minimum resolution of 1024 by 768, in JPG format; provide files unaltered by photo editing software. 1. Delivery Medium: Via email. 2. File Naming: Include project identification, date and time of view, and view identification. 3. Point of View Sketch: Include digital copy of point of view sketch with each electronic submittal; include point of view identification in each photo file name. 4. PDF File: Assemble all photos into printable pages in PDF format, with 2 to 3 photos per page, each photo labeled with file name; one PDF file per submittal. END OF SECTION Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 09 31 0 00 October 20, 2021 TILING Project #16-0996 09 31 00 - 1 Addendum 01 2021.11.10 PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Porcelain Tile 2. Waterproof membrane for thin-set tile installations. 3. Crack-suppression membrane for thin-set tile installations. 4. Metal edge strips installed as part of tile installations. 1.2 SUBMITTALS A. Product Data: For each product indicated. B. Samples: 1. Each type, composition, color, and finish of tile. C. LEED Submittals: 1. Credit EQ 4.1: Manufacturers' product data for adhesives and sealants, including printed statement of VOC content. 1.3 QUALITY ASSURANCE A. Source Limitations for Tile, Setting and Grouting Material: Obtain all tile of same type and color or finish from one source or producer. B. Installer Qualifications: Specializing in tile work having a minimum of 5 years of successful documented experience with work comparable to that required for this project. 1.4 PERFORMANCE REQUIREMENTS A. Static Coefficient of Friction: For tile installed on walkway surfaces, provide products with the following values as determined by testing identical products per ASTM C 1028: 1. Level Surfaces: Minimum 0.6. 2. Step Treads: Minimum 0.6. 3. Ramp Surfaces: Minimum 0.8. 1.5 DELIVERY, STORAGE AND HANDLING A. Deliver and store packaged materials in original containers with seals unbroken and labels intact until time of use. Comply with requirement in ANSI A137.1 for labeling sealed tile packages. B. Store tile and cementitious materials on elevated platforms, under cover, and in a dry location. Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 09 31 0 00 October 20, 2021 TILING Project #16-0996 09 31 00 - 2 Addendum 01 2021.11.10 C. Store aggregates where grading and other required characteristics can be maintained and contamination avoided. D. Protect Materials in unopened containers and protected from freezing per manufacturers instructions. E. Broken, cracked or chipped materials will be rejected whether built or not. 1.6 EXTRA MATERIALS A. Deliver 1% of installed tile for each size, type and color B. Store at project site where directed. Ensure materials are identified by manufacturer, type and color. PART 2 - PRODUCTS 2.1 TILE A. Refer to Interior Design Drawings and Finish Schedule for manufacturer, product, size, locations and finish. 1. Substitution for products by manufacturers other than those listed: See Section 01 60 00 - Product Requirements. 2.2 ACCESSORY MATERIALS A. Crack-Suppression and Waterproof Membranes for Thin-Set Tile Installations: Manufacturer's standard product that complies with ANSI A118.10, selected from the following. 1) Custom Building Products; Redgard Waterproofing and Crack Prevention Membrane 2) LATICRETE International Inc.; Laticrete 9235 Waterproof Membrane. 3) Or approved 2.3 SETTING AND GROUTING MATERIALS A. (G) Grout: 1. Refer to Interior Design Drawings and Finish Schedule for manufacturer, product, size, locations and finish. 2. Substitution for products by manufacturers other than those listed: See Section 01 60 00 - Product Requirements. B. Latex-Portland Cement Mortar (Thin Set): ANSI A118.4. 1. Prepackaged dry-mortar mix containing dry additive to which only water must be added. 2. Prepackaged dry-mortar mix combined with liquid-latex additive. 3. For wall applications, provide nonsagging mortar. Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 09 31 0 00 October 20, 2021 TILING Project #16-0996 09 31 00 - 3 Addendum 01 2021.11.10 C. Polymer-Modified Tile Grout: ANSI A118.7, color as indicated. 1. Polymer Type: Dry, redispersible form, prepackaged with other dry ingredients. 2. Polymer Type: Liquid-latex form for addition to prepackaged dry-grout mix. 3. 1/8” grout joints, typical 4. Unsanded grout: Custom Building Products, Prism Ultimate Performance Grout a. Color: Refer to Refer to Interior Design Drawings and Finish Legends D. Sealant: 1. Custom Building Products, Polyblend Ceramic Tile Caulk a. Color: Match Grout 2. Trowelable Underlayments and Patching Compounds: Latex-modified, portland cement- based formulation provided or approved by manufacturer of tile-setting materials. E. Metal Edge Strips: 1. Refer to Refer to Interior Design Drawings and Finish Legends. 2. Non-Ceramic Trim: a. Specification is based on products listed below. 1) Custom Building Products. 2) Genesis APS International. 3) Schluter. 4) Substitutions for products by manufacturers other than those listed above: See Section 01 60 00 - Product Requirements. 3. Satin natural anodized extruded aluminum, or stainless steel as scheduled, style and dimensions to suit application, for setting using tile mortar or adhesive. F. Grout Sealer: Manufacturer's standard product for sealing grout joints that does not change color or appearance of grout. PART 3 - EXECUTION 3.1 PREPARATION A. Remove coatings, including curing compounds and other substances that contain soap, wax, oil, or silicone, that are incompatible with tile-setting materials. B. Prepare surfaces, Fill cracks, holes, and depressions with trowelable leveling and patching compound according to tile-setting material manufacturer's written instructions. C. Remove protrusions, bumps, and ridges by sanding or grinding. D. Field-Applied Temporary Protective Coating: Where indicated under tile type or needed to prevent grout from staining or adhering to exposed tile surfaces, precoat them with continuous film of temporary protective coating, taking care not to coat unexposed tile surfaces. Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 09 31 0 00 October 20, 2021 TILING Project #16-0996 09 31 00 - 4 Addendum 01 2021.11.10 3.2 INSTALLATION, GENERAL A. ANSI Tile Installation Standards: Comply with parts of ANSI A108 Series "Specifications for Installation of Ceramic Tile" that apply to types of setting and grouting materials and to methods indicated in ceramic tile installation schedules. B. TCA Installation Guidelines: TCA's "Handbook for Ceramic Tile Installation." Comply with TCA installation methods indicated in ceramic tile installation schedules. C. Extend tile work into recesses and under or behind equipment and fixtures to form complete covering without interruptions, unless otherwise indicated. Terminate work neatly at obstructions, edges, and corners without disrupting pattern or joint alignments. D. Accurately form intersections and returns. Perform cutting and drilling of tile without marring visible surfaces. Grind cut edges of tile abutting trim, finish, or built-in items. Fit tile closely to electrical outlets, piping, fixtures, and other penetrations so plates, collars, or covers overlap tile. E. Jointing Pattern: Lay tile in grid pattern, unless otherwise indicated. Align joints when adjoining tiles on floor, base, walls, and trim are same size. Lay out tile work and center tile fields in both directions in each space or on each wall area. Adjust to minimize tile cutting. Provide uniform joint widths, unless otherwise indicated. F. Lay out tile wainscots to next full tile beyond dimensions indicated. G. Expansion Joints: Locate expansion joints and other sealant-filled joints during installation of setting materials, mortar beds, and tile. Do not saw-cut joints after installing tiles. 1. Locate joints in tile surfaces directly above joints in concrete substrates. 2. Prepare joints and apply sealants to comply with requirements in Division 7 Section "Joint Sealants." H. Grout tile to comply with requirements of ANSI A108.10, unless otherwise indicated. I. At showers, tubs, and where indicated, install cementitious backer units and treat joints to comply with ANSI A108.11. J. Install waterproofing to comply with ANSI A108.13 and waterproofing manufacturer's written instructions to produce waterproof membrane of uniform thickness bonded securely to substrate. 1. Do not install tile over waterproofing until waterproofing has cured and been tested to determine that it is watertight. K. For installations indicated below, follow procedures in ANSI A108 Series tile installation standards for providing 95 percent mortar coverage. 1. Tile floors in wet areas. L. Apply grout sealer to grout joints in tile floors according to grout-sealer manufacturer's written instructions. As soon as grout sealer has penetrated grout joints, remove excess sealer and sealer that has gotten on tile faces by wiping with soft cloth. Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 09 31 0 00 October 20, 2021 TILING Project #16-0996 09 31 00 - 5 Addendum 01 2021.11.10 3.3 FLOOR TILE INSTALLATION SCHEDULE A. Interior floor installation on waterproof and crack-suppression membrane over concrete thin-set mortar; TCA F122. 1. Thin-Set Mortar: Latex-portland cement mortar. 2. Grout: Polymer-modified unsanded grout. 3.4 WALL TILE INSTALLATION SCHEDULE A. Interior wall installation; thin-set mortar; over gypsum board; TCA W243 1. Thin-Set Mortar: Latex- portland cement mortar. 2. Grout: Polymer-modified unsanded grout. B. Interior bathtub wall installation over glass-mat, water-resistant backer board; thin-set mortar; TCA B419 and TCA W245. 1. Thin-Set Mortar: Latex- portland cement mortar. 2. Grout: Polymer-modified unsanded grout. END OF SECTION Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 10 51 00 October 20, 2021 LOCKERS Project #16-0996 10 51 00 - 1 Addendum 01 2021.11.10 PART 1 - GENERAL 1.1 SECTION INCLUDES A . Metal lockers. B . Wood lockers C .A . Phenolic lockers. 1.2 RELATED REQUIREMENTS A . 01 30 00 - Administrative Requirements: for additional requirements of preinstallation meeting. B . 01 35 15 - LEED Certification Procedures: for additional procedures required for LEED certification. C . 01 40 00 - Quality Requirements: for additional requirements related to Quality Requirements. D . 01 74 19 - Construction Waste Management and Disposal: Limitations on disposal of removed materials; requirements for recycling. 1.3 ADMINISTRATIVE REQUIREMENTS A . Preinstallation Meeting: Convene one week before starting work of this section in accordance with Section 01 30 00 - Administrative Requirements. 1. Review preparation and installation procedures and coordinating and scheduling required with related work. 1.4 SUBMITTALS A . Product Data: Provide data on locker types, sizes, and accessories. B . Shop Drawings: Indicate locker plan layout, numbering plan. C . Samples: Submit two samples 3 x 6 inches in size, of each color scheduled; applied to specified substrate. D . Manufacturer's Installation Instructions: Indicate component installation assembly. E . LEED Submittals: For components of this section submit the following in compliance with Section 01 35 15 - LEED Certification Procedures. 1.5 DELIVERY, STORAGE, AND HANDLING A . Protect locker finish and adjacent surfaces from damage. B . As required by SMACNA Guideline Chapter 3 and Section 01 57 21 - Indoor Air Quality Controls. Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 10 51 00 October 20, 2021 LOCKERS Project #16-0996 10 51 00 - 2 Addendum 01 2021.11.10 PART 2 - PRODUCTS 2.1 DESCRIPTION A . Phenolic lockers and wood Lockers with HPDL finish. 2.2 PERFORMANCE AND DESIGN CRITERIA A . Code required criteria. 1. Accessibility Requirements: For lockers indicated to be accessible, comply with applicable provisions in the U.S. Architectural & Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines and ICC A117.1. B . Provide materials that meet guidelines in Section 01 35 15 - LEED Certification Procedures. 2.3 MANUFACTURERS A . Substitutions for products by manufacturers other than those listed below: See Section 01 60 00 - Product Requirements. 2.32.4 PHENOLIC LOCKERS A . Z-Tier Lockers 1. Basis of Design: Phenolic Locker by ASI Storage Solutions. 1) Comparable Product: a) Columbia Lockers; www.psisc.com. 2. Lockers: Factory assembled, made of phenolic core panels with mortise and tenon joints and stainless steel mechanical joint fasteners; fully finished inside and out; each locker capable of standing alone. a. Doors: Full overlay, covering full width and height of locker body; square edges. b. Panel Core Exposed at Edges: Machine polished, without chips or tool marks; square edge unless otherwise indicated. c. Where locker ends or sides are exposed, finish the same as fronts or provide extra panels to match fronts. d. Ventilation: By holes drilled in tops, bottoms, and intermediate shelves, and by open space between the back of door and locker body. e. Door Color: To be selected by Architect; allow for 2 different colors. f. Body Color: Manufacturer's dark color. g. Fasteners for Accessories and Locking Mechanisms: Tamperproof type. h. Component Thicknesses: 1) Doors: 1/2-inch minimum thickness. 2) Locker Body: One of the following combinations: a) Tops, bottoms, and shelves 3/8-inch; sides and backs 5/16-inch; minimum. b) Tops, bottoms, and shelves ½-inch; sides 3/8-inch; backs ¼-inch; minimum. Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 10 51 00 October 20, 2021 LOCKERS Project #16-0996 10 51 00 - 3 Addendum 01 2021.11.10 c) Sloped Tops: 1/2-inch minimum thickness. 3. Phenolic Core Panels: Nonporous phenolic resin and paper core formed under high pressure, with natural colored finished edges, integral melamine surface, matte finish, and uniform surface appearance; glued laminated panels not acceptable. a. Surface Burning Characteristics: Flame spread index of 75 or less, and smoke developed index of 450 or less; when tested in accordance with ASTM E84. 4. Hinges: Stainless steel, satin finish; minimum of 90 degree opening; either exposed barrel 5-knuckle hinge attached to back of door and inside of body with tamperproof screws, or completely concealed cabinetwork style hinge attached with tamperproof screws. 5. Number Plates: Manufacturer's standard, minimum 4-digit, permanently attached with adhesive; may be field installed. 6. Locks: Padlock hasp. B . Double Tier Lockers: A .1. Double Tier Product: "S" Style by Salsbury Industries; www.lockers.com. 1.2. Features: a. Locking: 1) Model 33320: Padlock - combination style Electronic day lock. 2) Recessed hasp. b. Base: Fabricate for wood base. 1) Base Height: 4-inch. c. Shelf: 5-inch deep. d. Hook: Double prong ceiling hook. e. Slope Hood and side panel: matching plastic laminate. f. Panel Finish: MapleSelected from Manufacturer’s standard colors. 2.3. Model 37168 - One Wide: a. Dimensions One Wide: b. Width: 12 inches. c. Depth: 18 inches. d. Height: 72 inches. e. Weight: 110 lbs. 3.4. Model 37368 - Three Wide: a. Dimensions One Wide: b. Width: 36 inches. c. Depth: 18 inches. d. Height: 72 inches. e. Weight: 330 lbs. Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 10 51 00 October 20, 2021 LOCKERS Project #16-0996 10 51 00 - 4 Addendum 01 2021.11.10 2.42.5 ACCESSORIES A . All accessory materials required by the manufacturer for a warrantable installation of the installed products in a manner that meets the Performance and Design Criteria. B . All accessory materials required to comply with EQ credit: Low Emitting Materials, Option 1 in accordance with Section 01 35 15 - LEED Certification Procedures. PART 3 - EXECUTION 3.1 EXAMINATION A . Verify that prepared bases are in correct position and configuration. B . Verify bases and embedded anchors are properly sized. C . Verify products have been stored, and will be installed, in accordance with project's Construction Indoor Air Quality Management Plan specified in Section 01 57 21 - Indoor Air Quality Controls. 3.2 INSTALLATION A . Install in accordance with manufacturer's instructions. B . Install lockers plumb and square. C . Place and secure on prepared base. D . Install accessories. E . Replace components that do not operate smoothly. F . All miscellaneous installation materials required to comply with EQ credit: Low Emitting Materials, Option 1 in accordance with Section 01 35 15 - LEED Certification Procedures. 3.3 CLEANING A . Clean locker interiors and exterior surfaces. B . Dispose of all waste material in accordance with Section 01 74 19 - Construction Waste Management and Disposal and project's Waste Management Plan. END OF SECTION Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 11 66 23 October 20, 2021 GYMNASIUM EQUIPMENT Project #16-0996 11 66 23 - 1 Addendum 01 2021.11.10 PART 1 - GENERAL 1.1 SECTION INCLUDES A . Roll-Up Gym Divider. B . Fold-Up Gym Divider. C . Bleachers. D . Ballet bars. E . Safety padding 1.2 RELATED REQUIREMENTS A . 01 30 00 - Administrative Requirements: for additional requirements of preinstallation meeting. B . 01 35 15 - LEED Certification Procedures: for additional procedures required for LEED certification C . 01 74 19 - Construction Waste Management and Disposal: Limitations on disposal of removed materials; requirements for recycling. 1.3 ADMINISTRATIVE REQUIREMENTS A . Preinstallation Meeting: Convene one week before starting work of this section in accordance with Section 01 30 00 - Administrative Requirements. 1. Review preparation and installation procedures and coordinating and scheduling required with related work. 1.4 SUBMITTALS A . Qualification Data: For manufacturer, fabricator, and installer. B . Delegated-Design Submittal: For assemblies indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. C . Product Data: Provide product criteria, characteristics, accessories, jointing and seaming methods, and termination conditions. D . Shop Drawings: Indicate required flashings, sealing at openings. E . LEED Submittals: For components of this section submit the following in compliance with Section 01 35 15 - LEED Certification Procedures. F . Manufacturer's Installation Instructions: Indicate special preparation of substrate, installation and attachment methods, and perimeter conditions requiring special attention. Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 11 66 23 October 20, 2021 GYMNASIUM EQUIPMENT Project #16-0996 11 66 23 - 2 Addendum 01 2021.11.10 G . Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's name and registered with manufacturer. H . Maintenance Data: For user's operation and maintenance of system including: 1. Methods for maintaining system's materials and finishes. 2. Precautions about cleaning materials and methods that could be detrimental to components, finishes, and performance. 3. Recommended schedule of maintenance. 1.5 QUALITY ASSURANCE A . Manufacturer Qualifications: Company specializing in the manufacture of work specified in this section with minimum 5 years of experience. B . Fabricators Qualifications: Company specializing in performing the work of this section with minimum 5 years of experience on projects of similar size and complexity. C . Installer Qualifications: Company specializing in performing the work of this section with minimum of 5 years of experience. 1.6 DELIVERY, STORAGE, AND HANDLING A . As required by the manufacturer for a warrantable installation of the installed products to meet the Performance and Design Criteria. 1.7 WARRANTY A . Installation Warranty: Contractor shall correct defective Work within a 2 year period after Date of Substantial Completion. PART 2 - PRODUCTS 2.1 DESCRIPTION A . Athletic and recreational equipment to include roll-up and fold-up gym dividers, bleachers, ballet bars and safety padding. 2.2 PERFORMANCE AND DESIGN CRITERIA A . Provide materials that meet the guidelines in Section 01 35 15 - LEED Certification Procedures. B . Class A rated according to requirements of NFPA-101. 2.3 MATERIALS A . Folding Basketball Backstops: 1. Basis of Design Product: EZ Fold TF-20 as manufacturerd by Draper, Inc. Comparable and substituted products will be judged based on the following performance criteria, features, warranty, and qualifications. 2. Configuration: Ceiling suspended, forward folding, front braced, under 28”-4”. Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 11 66 23 October 20, 2021 GYMNASIUM EQUIPMENT Project #16-0996 11 66 23 - 3 Addendum 01 2021.11.10 3. Features: a. Structural steel tubing: Steel, mechanical, round tubing conforming to ASTM A500. b. Clamps: 1) Beam clamps: Split-A type with [7 square inches] [4516 square mm] minimum beam flange contact area and secured with 2 all thread bolts at each attachment point. Clamps shall be designed to be capable of supporting a minimum of 20,000 Lbs. each. Superstructure shall be designed with a minimum of four attachment clamps to produce a combined minimum attachment point safety factor of 75 to 1. Superstructure tubes shall be reinforced with bridging and/or bracing when truss centers exceed 10'0" 2) Component attachment clamps: Full surface type fabricated from [1/4 inch] [6 mm] thick steel or saddle style utilizing serrated clamping surface and minimum 5/8” U-Bolt. 3) Goal brace: Type attaching behind goal mounting plate and directly to backstop main stem transferring load directly to structural frame. c. Extruded aluminum: ASTM B221, alloy 6063 Temper T5. d. Aluminum castings: ASTM B85. e. Particleboard: Solid core, 55 pounds per cubic foot density industrial grade complying with ASTM A208, Type 1, Grade 1-M-3 factory finished with phenolic resin sheet thermally fused to front and back surfaces. f. Finish: Powder coat; white. g. Electric Winch: 1) Provide for each folding basketball backstop separate electric winch mechanism. 2) Type: Fully enclosed, direct drive, worm gear, electric winch designed to hold backstop at any position during raising and lowering; Model 503285 Motorized Winch as manufactured by Draper, Inc. 3) Motor: 3/4 HP, 11.5 AMP, capacitor type, 60 cycle, 115 volt, single phase with automatic thermal overload protection manufactured in compliance with NEMA specifications. 4) Hoist cable: [1/4 inch] [6 mm] diameter, 7 by 19, galvanized aircraft cable with [7,000 pounds] [3175 kg] ultimate breaking strength. 5) Roller: Spring-load providing tensioning pressure to ensure cable tracks evenly on grooved drum. 6) Limit switches: Rotary counting up and down type, pre-wired to motor as integral part of winch. h. Controls: 1) Controls: Provide key lock, 3 position, momentary contact wall control switch to lower, raise, and stop backstop. a) Provide two keys. b) Provide with stainless steel cover plate. i. Backboard: 1) Model 503136 - Rectangular, glass backboard for backstop. Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 11 66 23 October 20, 2021 GYMNASIUM EQUIPMENT Project #16-0996 11 66 23 - 4 Addendum 01 2021.11.10 2) Type: Rectangular, glass, official size backboard to be used with direct attachment goal; Model 503136 as manufactured by Draper, Inc. 3) Goal mounting assembly: Steel assembly secured to aluminum frame and equipped with steel sleeves through glass allowing rear structure to be secured to front mounting plate. Provide with holes and studs to secure backboard and goal directly to goal brace. Front plate provided with holes for goal attachment. 4) Equip frame and goal mounting assembly with neoprene shock absorbing cushions. 5) Permanently etch official white border and target area on front side of glass. j. Goals: Model 503576 – Breakaway goal with standard no-tie net attachment. 1) Type: Breakaway goal with standard no-tie net attachment and designed to withstand shock loads from player slam dunking or hanging on rim; Model 503576 as manufactured by Draper, Inc. k. Height Adjuster: 503092— For manual 8'-10' (244 cm-305 cm) height adjustment of rectangular bank. 1) Type: Mechanism for manually adjusting height of rectangular backboard and goal. l. Safety Edge Padding: Model 5032XX Safe-Edge Padding. 1) Color: Gray. B . Roll-Up Gymnasium Divider 1. Basis of Design: Roll-Up Gym Divider as manufactured by Draper, Inc. Comparable and substituted products will be judged based on the following performance criteria, features, warranty, and qualifications. 2. Performance Criteria: a. Type: Electrically operated, roll-up gymnasium divider including motor, belts, controls, clamps for attachment to building structure, threaded rod supports, and other components required for complete functional installation. 3. Operation: Curtain rolled up and down by belts wound onto overhead rotating drive pipe operated by electrical motor. 3.4. Configuration: Rectangular shape with straight bottom and extending across room as indicated on Drawings. a. 62’ wide x 26’ high (nominal). b. 10’ of 18 oz vinyl with mesh above. c. 1/2" Threaded Rod with 4 Flange Nuts. d. 15/8" O Steel Pipe Top Batten. e. 4" O Steel Pipe Bottom Batten. f. Maximum dimension of stored divider: 2 feet from bottom of structural support to bottom of rolled curtain. g. Minimum required clearance between vertical curtain edges and adjacent fixed objects: 6 inches. h. Provide 36 inches space between curtain ends and walls or fixed objects to allow passage space around divider. Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 11 66 23 October 20, 2021 GYMNASIUM EQUIPMENT Project #16-0996 11 66 23 - 5 Addendum 01 2021.11.10 4.5. Operating mechanism: Drive pipe winch powered with 3/4 HP, 110VAC, 60-cycle, single-phase, reversible capacitor, C-Face motor with thermal overload protection. Winch assembly shall carry a five-year warranty. Provide with load holding worm gear reduction and integral limit switches to control curtain travel. Drive pipe shall rotate in pipe support assemblies spaced at approximately 9 feet. 5.6. Attachment: Attach to structural support with beam clamps, hanger brackets, and 1/2 inch diameter threaded rods. Attachment clamps designed to be capable of supporting a minimum of 5,000 lbs. each and provided in sufficient number to provide a combined minimum 45:1 attachment point safety factor. 6.7. Hoist belts: 5 inches wide white polyester webbing attached to drive pipe, passing under bottom batten, and terminating at top batten. Space belts at approximately 15 feet. 7.8. Bottom roller: 4 inches diameter steel pipe with aluminum strip for attachment of curtain. C . Fold-Up Gymnasium Divider 1. Basis of Design Product: Fold-Up Gym Divider as manufactured by Draper, Inc. 1.a. Comparable and substituted products will be judged based on the following performance criteria, features, warranty, and qualifications. 2. Performance Criteria: a. Type: Electrically operated, roll-up gymnasium divider including motor, belts, controls, clamps for attachment to building structure, threaded rod supports, and other components required for complete functional installation. b. Operation: Curtain rolled up and down by belts wound onto overhead rotating drive pipe operated by electrical motor. 3. Configuration: Rectangular shape with straight bottom and extending across room as indicated on Drawings. a. Curtain mounted between trusses. b. 62’ wide x 26’ high (nominal). c. 10’ of 18oz vinyl with mesh above. d. Grommets: 18” o.c., minimum. e. 1/2"-13 Threaded Rod with 4 Flange Nuts. f. 15/8" O Steel Pipe Bottom Batten. g. 1/8" O Steel Aircraft Cable. 4. Operating mechanism: Drive pipe winch powered with 3/4 HP, 110VAC, 60-cycle, single-phase, reversible capacitor, C-Face motor with thermal overload protection. Winch assembly shall carry a five-year warranty. Provide with load holding worm gear reduction and integral limit switches to control curtain travel. Drive pipe shall rotate in pipe support assemblies spaced at approximately 9 feet. 5. Attachment: Attach to structural support with beam clamps, hanger brackets, and 1/2 inch diameter threaded rods. Attachment clamps designed to be capable of supporting a minimum of 5,000 lbs. each and provided in sufficient number to provide a combined minimum 45:1 attachment point safety factor. 6. Hoist belts: 5 inches wide white polyester webbing attached to drive pipe, passing under bottom batten, and terminating at top batten. Space belts at approximately 15 feet. Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 11 66 23 October 20, 2021 GYMNASIUM EQUIPMENT Project #16-0996 11 66 23 - 6 Addendum 01 2021.11.10 D . Curtain 1. Full height curtain a. Bottom 8 feet. b. Opaque solid vinyl coated polyester fabric. c. Weight: 18 ounces per SY. d. Resistant to rot, mildew, and ultraviolet light. e. Flammability: Rated self-extinguishing in accordance with California State Fire Marshall Title 19. E . Seams 1. Seams: Horizontal and electronically welded with 1 inch full contact weld. 2. Top Edge: Solid fabric in triple thickness and double welded to curtain fabric to form 6 inches wide pocket for top pipe batten. 3. Bottom edge cut square for attachment to roller pipe with aluminum stop strip. F . Curtain Safety Device: 1. Provide Draper Model 504321 Curtain Lock safety device. Curtain Lok to be directly speed sensitive to automatically lock divider curtain in position at any time during storage or operation. In the event of an over-speed situation greater than 1.5 feet per second caused by malfunction of the hoisting apparatus, whether sudden or gradual, device will immediately activate. G . Controls 1. Provide key lock, 3-position, momentary contact wall control switch to lower, raise, and stop gymnasium divider. Provide with switch box and plastic cover plate. 2. Provide EZ-Pad Plus Group Controller capable of controlling Electric Divider Curtains, Electric Height Adjusters, Basketball Backstops with Electric Winches, Wrestling Mat Lifters and other Auxiliary Devices from a centralized location. Group Control Systems is fully field programmable and supports individual device operation as well as operation of items of part of one or more group of up to 8 devices. 3. Devices are controlled via 120V relay/controller panels that may be mounted at remote location(s.) Each relay panel includes 18 relays configured in eight directional control pairs and two on-off individual relays. As many as (16) Relay Boxes may be networked to allow up to (128) directional gym equipment devices and up to (32) on-off auxiliary items to be operated. Relay Boxes shall distribute power to the appropriate devices as a result of commands entered at the Touch Pad. Relay Boxes shall be dual powered and sized to accept two 120 volt, 30 amp, single-phase circuits. 4. User interacts via low voltage, momentary contact, Touch Pad (12V) to communicate with the Relay/Controller enclosure. Touch pad should be mounted at such a position in the gymnasium as to allow a clear line of sight to all the equipment under the control of the system. Touch Pad shall be flush mounted and fit into a standard 8-5/8" x 4-1/2" x 2-1/2” electrical box (RACO Box #942 or equivalent). Touch Pads to have password protection to prevent usage by unauthorized personnel. Password protection is programmable and is multi-level with a 6-digit user’s security code as well as a separate 6-digit supervisor’s code. User code allows for operation of individual devices and pre- defined groups. Supervisor’s code allows same functions as user’s code plus the ability to change passwords, define groups and change reset time period. Touch Pad also has a hard coded manufacturer’s backdoor password which can be provided by Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 11 66 23 October 20, 2021 GYMNASIUM EQUIPMENT Project #16-0996 11 66 23 - 7 Addendum 01 2021.11.10 manufacturer in case passwords are compromised or forgotten. Touch Pad automatically reverts back to secure mode if inactive for more than the user defined reset time period. Multiple Touch pads (up to 16) can be used on one any system. 5. Groups shall be definable by user with supervisor password. Groups are stored in each Touch Pad and each touch cad can support up to 10 groups with a maximum of eight devices per group. A maximum of four devices per relay/controller box can be included in a single group. Touch Pad includes logic to prevent the creation of groups that create a circuit overload. 6. Complete control system to include a combination of Model 503058 Relay/Controller Panels and Model 503057 Touch Pads. 7. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL: All conduits, wires (including low voltage), touch pad mounting box and programming. 8. Provide Smart Gym Group Controller capable of controlling Electric Divider Curtains, Electric Height Adjusters, Basketball Backstops with Electric Winches, Wrestling Mat Lifters and other Auxiliary Devices from a centralized location. Group Control Systems to have 120V control processor that is fully programmable to operate gymnasium equipment and auxiliary devices provided by others. Group Control System must be capable of operating up to 1000 devices and can be programmed to operate single devices or groups of up to four devices simultaneously. 9. Devices are controlled via 120V relay panels that may be mounted at remote location(s.) Each relay panel includes 8 relays. Devices that operate in an up/down or in/out cycle require two relays; devices that operate in an on/off cycle require one relay. Communications between processor and the relay panel(s) is 24V. 10. User interacts via a 24V flush mounted graphical color touch screen to be custom programmed to match the project conditions. Touch screen to require entry of four-digit security code prior to accessing control screens. Security code is to be fully programmable by the user. Touch screen should be mounted in full view of equipment being operated and a minimum of one touch screen should be each room with equipment being operated. 11. Complete control system to include one pre-programmed Model 503024 control processor and power supply in 18" x 18" x 6" surface mounted enclosure, the required number of Model 503027 relay panels in surface mounted 15" x 8" x 2" surface mounted enclosure and the requested number of [Model 503025 Grayscale or Model 503026 color] graphical touch screen to be mounted in 4 ½" x 4 ½" x 2 ½" electrical box. 12. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL: All conduits complete with wire from power source to control processor, from control processor to relay panels, from relay panels to devices and from control processor to touch screen and one 4 ½" x 4 ½" x 2 ½" electrical box for mounting touch screen. 2.4 BLEACHERS 1. Basis of Design Product: Low Rise Aluminum Angle Frame Tip-N-Roll by BuiltRiteBleachers. 2. Comparable Products: A .a. Tilt & Roll Bleachers by SturdiBleachers; www.sturdibleachers.com. 1.3. Performance Criteria: a. Live Loads: Uniform loading - Structure = 100 psf 1) Uniform loading - Seat and Foot plank = 120 plf Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 11 66 23 October 20, 2021 GYMNASIUM EQUIPMENT Project #16-0996 11 66 23 - 8 Addendum 01 2021.11.10 b. Sway Loads: Perpendicular to seats = 10 plf 1) Parallel to seats = 24 plf c. Guardrail Loads: Uniform vertical load = 100 plf 1) Uniform horizontal load = 50 plf 2) Concentrated horizontal load = 200 pounds d. *Wind Loads: Basic design wind speed = 150 mph (exposure “B”) e. Bleacher must be anchored to meet wind loads above 2.4. Framework: a. Aluminum: Structural fabrication with aluminum alloy 6061-T6 mill finish. Each frame shall be unit-welded, using metal inert gas method, under guidelines by the American Welding Society. b. After fabrication all steel is hot dipped galvanized to ASTM A-1 23 specifications. c. All cross bracing and horizontal bracing shall be aluminum angle 6061-T6 mill finish. 3.5. Extruded Aluminum: a. Seat planks: Aluminum alloy 6063-T6, clear anodized 204R1, AA-M 1 0C22A31, Class II with a wall thickness nominally .078' for impact and deformation resistance. b. Tread and Riser Planks: Aluminum alloy 6063-T6, mill finish. With a wall thickness nominally .078” for impact and deformation resistance. 6. Features: a. Capacity: 1) Quantity and Size – 1 Unit: 4 rows high x 15 long. 2) Net Seating Per Unit: 40 (excluding aisles, based on 18-feet per seat). b. Maximum Height: 30-inches. c. Non-marking rubber pads. d. Ball bearing casters. e. 12-inch seat boards with radius edges. f. 10-inch single footboards. g. 6-inch rise per row – 24-inch tread spacing. h. Tipping arm. 4.7. Accessories: a. Channel End Caps: Aluminum alloy 6063-T6, clear anodized 204R1 ,AA-M 1 0C22A31 ,Class II. b. Hardware: Bolts and Nuts shall be hot dipped galvanized. c. Hold Down Clip Assembly: Aluminum alloy 6063-T6 mill finish. d. Joint Sleeve Assembly: Aluminum alloy 6061-T6, mill finish. Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 11 66 23 October 20, 2021 GYMNASIUM EQUIPMENT Project #16-0996 11 66 23 - 9 Addendum 01 2021.11.10 2.5 BALLET BARS A . Wall Mounted Adjustable Ballet Bars: B . 1. Basis of Design: Dance Equipment International; www.danceequipmentintl.com. 1. Substitutions for products by manufacturers other than those listed above: See Section 01 60 00 - Product Requirements. C . Features: 1. Single bar. 2. Weight: 2.5 lbs. 3. Spacing for brackets: 4. Single Barre: 5. Height: bottom of channel at 29" AFF per manufacturer's recommendation 6. Mounting Bracket: a. 2 brackets spaced 80" apart. 7. Wood Species: Maple. 8. Finish: Chrome 9. Flush with face of mirror. 10. Length: as indicated on drawings. 11. Distance from wall to bar: as indicated on drawings. 2.6 SAFETY PADDING A . Backboard Safety Pads: Designed for backboard thickness and extending continuously along bottom and up sides of backboard and over backstop according to manufacturer's standard design. 1. Products: Subject to compliance with requirements, provide one of the following: a. Draper, Inc.: A0142. b. Performance Sports Systems: PMCE Pro Mold. c. Porter Athletic Equipment: 00326-500 Pro-Pad. d. Substitutions for products by manufacturers other than those listed above: See Section 01 60 00 - Product Requirements. 2. Attachment: Manufacturer's standard. 3. Color: As selected by Architect from manufacturer's full range. 2.7 ACCESSORIES A . All accessory materials required to comply with IEQ 4.1: For adhesives and sealants and IEQ 4.2: For Paints and Coatings in accordance with Section 01 35 15 - LEED Certification Procedures. B . All accessory materials required by the manufacturer for a warrantable installation of the installed products in a manner that meets the Performance and Design Criteria. Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 11 66 23 October 20, 2021 GYMNASIUM EQUIPMENT Project #16-0996 11 66 23 - 10 Addendum 01 2021.11.10 PART 3 - EXECUTION 3.1 EXAMINATION A . Verify existing conditions meet the manufacturer's requirements before starting work. 3.2 PREPARATION A . Prepare surfaces to receive work in accordance with manufacturer's instructions. B . Coordinate electrical requirements for electrically operated winch to ensure proper power source, conduit, wiring, and boxes for keyed switches. 3.3 INSTALLATION A . All adhesives, sealants, paints, and coating applied on site must comply with the VOC limits and Submittal requirements for IEQ 4.1: For adhesives and sealants, IEQ 4.2: For Paints and Coatings, and IEQ 4.3: For Flooring and Systems (wall base) as specified in Section 01 35 15 - LEED Certification Procedures. B . General: Install all materials in accordance with manufacturer's instructions based on conditions present. 3.4 ADJUSTING A . Adjust and lubricate hardware for proper operation. 3.5 CLEANING A . Dispose of all waste material in accordance with Section 01 74 19 - Construction Waste Management and Disposal and project's Waste Management Plan. 3.6 PROTECTION A . Protect installed work as required by the manufacturer to maintain product performance, design criteria, and warranty. END OF SECTION Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 31 10 00 October 20,2021 SITE CLEARING SITE CLEARING Addendum No. 1 311000 - 1 2021.11.10 PART 1 - GENERAL 1.1 SUMMARY A. Work includes but is not limited to the following: 1. Furnish services and equipment as required for maintaining temporary ero- sion/sedimentation control and site clearing for subsequent construction opera- tions. 2. Establish clearing limits and vegetation to remain. 3. Protection of existing trees to remain. 4. Installation and maintenance of temporary erosion control facilities through project completion. 5. Measures to keep streets clean 6. Maintaining, monitoring, and supplementing silt control, storm water runoff control measures and additional BMP’s as required by the City of Renton and the NPDES permit. 7. Clearing site of trees, shrubs, root masses, and other vegetation. 8. Removal of pavements and other improvements. 9. Removal and disposal of materials from site according to regulatory requirements. 10. Protect from harm any trees, vegetation, existing structures, utilities, pavements, sidewalks, curbs, or other objects selected to remain. 1.2 RELATED SECTIONS A. Coordinate related work specified in other parts of the Project Manual, including but not limited to Division 01 and the following: 1. Section 31 20 00 Earth Moving 1.3 REFERENCES A. Reference Standards: This Section incorporates by reference the latest revisions of the following documents. They are part of this section insofar as specified and modified here- in. The Contractor shall have one copy of the each of the following documents at the job site. The bidder in submitting a bid acknowledges that he is familiar with the documents named in References and that they are incorporated into this document by reference. The Standard Plans and Specifications apply only to performance and materials and how they are to be incorporated into the work. The legal/contractual relationship sections and the measurements and payment sections do not apply to this document. 1. WSDOT-APWA Standard Specifications for Road, Bridges, and Municipal Con- struction, 2020 Edition (Standard Specifications) 2. Standard Plans WSDOT/APWA Standard Plans for Road, Bridge, and Mu- nicipal Construction 3. Soils Report Geotechnical Engineering Report, Family First Community Center, Prepared by The Riley Group, Inc. Dated June 8, 2018. Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 31 10 00 October 20,2021 SITE CLEARING SITE CLEARING Addendum No. 1 311000 - 2 2021.11.10 4. NPDES National Pollution Elimination Discharge System Construction Storm Water General Permit, Permit No. WAR308996. 1.4 SUBMITTALS A. General: Comply with Section 01 30 00. B. Contractor shall apply for a Standard ROW Use Permit through the City of Renton for all work in the ROW. C. Provide contact information and proof of licensure, including City business license, to the City of Renton. B.D. Provide Certificate of Insurance, naming the City of Renton as additional insured. In- surance minimums can be found at: https://edocs.rentonwagov/Documents/1/edoc/955847/Certificateof%20Insurance %20Guidelines.pdf 1.5 DIMENSIONS AND LAYOUTS A. The Contractor will be responsible for furnishing, setting and marking all line location stakes. A qualified construction surveyor must be assigned to the Contractor's crew for this work and shall be on site at all times when work requiring control is being per- formed, together with all necessary equipment, supplies and instruments related thereto. B. The Contractor is responsible for preserving all benchmarks and stakes and is re- quired to replace any stakes or benchmarks that are displaced or missing. C. The Contractor is responsible for review of all utility purveyor and City records rela- tive to the existing underground utilities. The Contractor is responsible for avoiding damage to these facilities and shall restore all utilities at Contractor's own expense. The Contractor is to notify the Owner's Representative immediately if underground utilities not shown on record documents are encountered. 1.6 EXISTING CONDITIONS A. Protection of Existing Improvements 1. Provide, erect, and maintain barricades, coverings, or other types of protection necessary to prevent damage to existing improvements. 2. Restore any existing improvements damaged by this work to their original condition, as acceptable to Owner. B. Objectionable Noises: Conform with local governing requirements regarding Noise Control. C. Maintain vehicular and pedestrian traffic routes: 1. Ensure minimum interference with roads, streets and adjacent facilities. 2. Do not close or obstruct streets, fire lanes, sidewalks, or passageways without permission from the City of Renton. Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 31 10 00 October 20,2021 SITE CLEARING SITE CLEARING Addendum No. 1 311000 - 3 2021.11.10 3. If required by the City of Renton, provide alternate routes around closed or obstructed traffic ways. PART 2 - PRODUCTS 2.1 TEMPORARY FENCING A. Temporary chain link fencing: 1. Shall be minimum 6’ height, line posts at 8’ o.c. maximum. 2” chain link mesh fence. 2. Privacy fabric shall be installed on all fence panels. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify limits of clearing, grubbing, and site improvement removal with Owner prior to commencing work. B. Obtain required permits and permission from local governing authorities prior to com- mencing work. C. Prior to beginning site removals and clearing, meet with Owner’s Representative and re- view all proposed utility layouts on site. Indicate all existing trees, shrubs and landscaping as well as site improvements that will be affected by construction. D. Coordinate all work with Puget Sound Energy prior to construction. 3.2 BEST MANAGEMENT PRACTICES’S (B.M.P.’s) A. Refer to the erosion control requirements (BMP’s) on the drawings and in this Section. All City of Renton erosion control requirements shall strictly be adhered to. The Contractor is required to prevent erosion from any portions of the site and/or adjacent property for the duration of the construction. B. Dust Control: 1. No visible airborne dust due to Contractor’s activities will be allowed. Immediately sprinkle for dust control when dust is generated. Contractor will be held liable for subsequent damages caused by dust generated during his activities. C. Water Control: 1. Control all surface and sub-surface water in order to prevent damage to the project site and adjacent properties. Provide all means necessary to immediately resolve surface water drainage problems generated on the construction site. Provide prop- er grading to prevent standing water. 2. The Contractor shall furnish, install, and operate all necessary machinery, appli- ances, and equipment to keep excavations free from water during construction. The Contractor shall dewater and dispose of the water so as to not cause damage Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 31 10 00 October 20,2021 SITE CLEARING SITE CLEARING Addendum No. 1 311000 - 4 2021.11.10 to public/private property or to cause a nuisance/menace to the public. The Con- tractor shall at all times have sufficient pumping equipment and machinery in good working condition for all ordinary emergencies, including power outages. The Con- tractor shall have available, at all times, competent workers for the operation of the pumping equipment. 3. The control of ground water shall be such that softening of the base of the excava- tion or formation of quick conditions or boils during excavation shall be prevented. Dewatering systems shall be designed and operated by the Contractor so as to prevent removal of natural soils and to eliminate turbidity (i.e. suspended solids) of the discharge water. 4. During excavation, construction of structures, installation of pipelines and sewers, and the placing/setting of concrete shall be kept free of water. The Contractor shall control surface run-off so as to prevent collection of water in the excavation. The dewatering system shall be installed and operated so that the ground water level outside the excavation is not reduced to the extent where it would damage adja- cent structures or property. D. Pollution Control: Comply with all applicable pollution control laws, regulations, and ordi- nances. 1. Discharge construction runoff to the Strom Drainage system as permitted through the City of Renton. Any water discharging to the storm drainage system shall con- form to the Turbidity and pH Requirements as outlined in the NPDES permit re- quirements. E. Protection of Existing On-site Objects: 1. The Contractor shall do the additional measures noted in the contract documents to protect the existing trees adjacent to utility installations. The Contractor shall hand dig or use air excavation (or other approved methods) for excavation within the tree protection zone. The Contractor shall notify the Owner appointed arborist 24 hours prior to work within the tree protection zone. All work within the tree pro- tection zone shall be under the direction of the Owner appointed arborist. 2. Use all means necessary to protect existing elements of the site not designated to be removed. Protect adjacent property and the public from damage or injury. 3. Notify Owners of underground facilities at least two full business days prior to commencing any excavation. The Contractor shall provide a schedule of the exca- vation to all Owners of the underground facilities as required by Section 2(12) of Chapter 144 Washington State Laws of 1984. 4. All existing water, gas, irrigation, lighting, power, telephone, sewer, storm, or other surface/sub-surface structure shall be maintained by the Contractor and shall not be disturbed (except as shown on the documents or as approved by the Owner), disconnected, or damaged during work. The Contractor, in the performance of the work, shall be responsible for all expenses arising from damaged utilities or struc- tures. 5. Maintain all roads, storm drains, sewer and water lines, except where closures are specifically required by the work and approved by the local governing authority. 6. Protect all trees designated to remain on the property. Any tree which is not desig- nated for removal and which is destroyed, damaged, or disfigured by the Contrac- tor (in the opinion of the Owner/Owner’s Representative), shall be removed and re- placed by a tree of like size and quality at the Contractor’s expense. Protect all designated shrubs, plantings, and ground cover. Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 31 10 00 October 20,2021 SITE CLEARING SITE CLEARING Addendum No. 1 311000 - 5 2021.11.10 F. No on-site blasting shall be permitted. 3.3 CLEARING & GRUBBING A. Prior to site clearing and demolition, contact utility location service and have all under- ground utilities on the site and adjacent right of ways clearly marked. Locate, flag and protect existing underground utilities to remain. B. Approximate locations of existing utilities have been obtained from available records and are shown for convenience. The contractor shall be responsible for verification of the lo- cations shown and for discovery of possible additional utilities not shown so as to avoid damage or disturbance. The underground utility location service shall be contacted for field location prior to any construction. The Owner shall be contacted if a utility conflict ex- ists. C. Completely remove all roots, vegetation and all other organic debris within the clearing limits as required for new construction and as indicated. Remove all stumps completely from felled trees unless otherwise noted on the plans. Perform removal operations in a manner to protect property. D. Save and protect trees indicated on plans to remain. Protect all off-site trees along adja- cent roadways and on surrounding properties. E. Dispose of clearing debris off site in a legal manner. 3.4 DISPOSAL OF MATERIALS A. Petroleum contaminated water and/or soils encountered during earthwork activities shall be disposed of in accordance with the Remedial Action Plan previously referenced. B. Waste: Remove all waste from site. The Contractor shall arrangements for the disposal of waste materials and shall protect the Owner/Owner’s Representative from any and all damages arising therefrom. No on-site waste burning will be permitted. C. The refuse resulting from the clearing and grubbing operations shall be hauled to a waste facility secured by the Contractor. D. Disposal shall be in such a manner as to meet all requirements of City, State, County, and Municipal Regulations regarding health, safety, and public welfare. E. In no case shall any cleared/grubbed material be left on the project site, shoved onto abutting properties, or buried in fills, embankments, or trenches on the project. F. Remove all debris from the site. Leave the project area in a neat and orderly condition to meet the approval of the Owner/Owner’s Representative. G. All hauling and disposal of debris shall be at the Contractor’s expense. END OF SECTION Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 31 10 00 October 20,2021 SITE CLEARING SITE CLEARING Addendum No. 1 311000 - 6 2021.11.10 Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 31 20 00 October 20, 2021 EARTH MOVING EARTH MOVING Addendum #01 312000 - 1 2021.11.10 PART 1 - GENERAL 1.1 SECTION INCLUDES A. Work includes but is not limited to the following: 1. Locate existing utilities. 2. Accomplish indicated and required stripping, excavation, filling, compaction, and rough grading as required for construction of structures, general site grading, utility construction, sidewalk, and roadway construction and the construction of miscellaneous improvements. 3. Provide Dewatering 4. Remove and dispose of materials from the site, which are either not approved for use or are in excess of that required. 5. Import any additional required materials. 6. Coordinate earthwork operations with the other work of the project. 1.2 RELATED SECTIONS A. Coordinate related work specified in other parts of the Project Manual, including but not limited to Division 01 and the following: 1. Section 31 10 00 Site Clearing 2. Section 32 12 00 Asphalt Paving 3. Section 32 13 00 Concrete Paving 4. Section 33 10 00 Water Utilities 5. Section 33 30 00 Sanitary Sewage Utilities 6. Section 33 40 00 Storm Drainage System 1.3 REFERENCES A. Reference Standards: This Section incorporates by reference the latest revisions of the following documents. They are part of this section insofar as specified and modified herein. The Contractor shall have one copy of the each of the following documents at the job site. The bidder in submitting a bid acknowledges that he is familiar with the documents named in References and that they are incorporated into this document by reference. The Standard Plans and Specifications apply only to performance and materials and how they are to be incorporated into the work. The legal/contractual relationship sections and the measurements and payment sections do not apply to this document. 1. Standard Plans Standard Plans for Municipal Public Works Construction, 2020 Edition (Standard Plans). 2. Soils Report Geotechnical Engineering Report, Family First Community Center, Prepared by The Riley Group, Inc. Dated June 8, 2018. Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 31 20 00 October 20, 2021 EARTH MOVING EARTH MOVING Addendum #01 312000 - 2 2021.11.10 3. AASHTO T176 Plastic Fines in Graded Aggregates and Soils by use of the Sand Equivalent Test. 4. ASTM C136-06 Test Methods for Sieve Analysis of Fine and Course Aggregates. 5. ASTM D 2487-11 Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System); 2011. 6. ASTM D698 Test Methods for Moisture-Density Relations of Soils and Soil- Aggregate Mixtures Using 5.5-lb (2.49-Kg) Rammer and 12-inch (305-mm) Drop. 7. ASTM D1557 Test Methods for Moisture-Density Relations of Soils and Soil- Aggregate Mixtures Using 10-lb (4.54-Kg) Rammer and 18-inch (457-mm) Drop. 8. ASTM D6938-10 Standard Test Method for In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth) 1.4 DEFINITIONS A. Backfill: Soil materials used to fill a cut, trench, or other excavation placed at a specified degree of compaction. B. Pipe Bedding: Soil layer placed over the excavated subgrade in a trench before laying pipe. C. Excavation: Removal of material encountered above subgrade elevations, or as indicated on project documents. D. Over-excavation: Excavation below subgrade elevations or below excavation elevations as indicated in project documentation and as identified by the Geotechnical Engineer. E. Unauthorized over-excavation: Excavation below subgrade elevations or beyond indicated dimensions without approval of the Geotechnical Engineer. F. Fill: Soil materials placed at a specified degree of compaction used to obtain an indicated grade or elevation. G. Subgrade: Surface or elevation remaining after completing excavation, or top surface of a fill or backfill immediately below base, drainage fill, or topsoil materials. 1. Footings: The elevation of the bottom of the footing or the bottom of excavation, whichever is lower, as shown on the Civil, Architectural and Structural Plans and as defined in the Contract Documents. 2. Buildings: The elevation at the bottom of the capillary break or the bottom of excavation, whichever is lower, as shown on the Civil, Architectural and Structural Plans and as defined in the Contract Documents. 3. Walkways and Paving: The elevation at the bottom of the paving section 4. Utility Trenches: The elevation of the bottom of the pipe bedding 5. Landscaped Areas: The elevation below the stripping depth or the soil planting section, whichever is lower. Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 31 20 00 October 20, 2021 EARTH MOVING EARTH MOVING Addendum #01 312000 - 3 2021.11.10 H. Unsuitable Soils: Existing, in-situ soil or other material that can be identified by the Geotechnical Engineer as having insufficient strength characteristics or stability to support the intended loads. Unsuitable soil also includes imported or on-site soil containing organics, construction debris, or other deleterious material. I. Wet Weather Earthwork: Earthwork performed between dates of October 1 and April 30 or during wet weather regardless of the time of year. J. Structural Fill: Soil placed as fill and compacted to the specified maximum dry density per the project documents and as defined by ASTM D 1557. 1.5 PROJECT CONDITIONS A. Environmental Requirements: Expose, excavate, and place existing site material only in dry weather. B. Existing Conditions: Existing soil is moisture sensitive and moisture content is above the optimum moisture content for compacting to specified maximum dry densities. 1.6 SUBMITTALS A. General: Comply with Section 01 30 00. B. Contractor shall apply for a Standard ROW Use Permit through the City of Renton for all work in the ROW. C. Samples: Submit minimum 50-pound sample for each material 4 business days prior to placing material. D. Quality Assurance/Control Submittals 1. Test Reports: Sieve analysis for each material. 2. Certificates: WSDOT pit certification for each pit. 2.E. Provide contact information and proof of licensure, including City business license, to the City of Renton. 1.7 QUALITY ASSURANCE A. Construction Monitoring and Testing: 1. The Owner will secure and pay for the services of a Geotechnical engineer to classify existing soil materials, to recommend and to classify proposed borrow materials when necessary, to verify compliance of materials with specified requirements, and to perform required field and laboratory testing. 2. Contractor shall be responsible for coordination of all required testing and shall furnish copies of test reports to the Architect. 3. The Geotechnical Engineer will take samples and perform moisture content, gradation, compaction, and density tests during placement of backfill materials to check compliance with these specifications. 4. The Contractor shall remove surface material at locations designated by the Architect and provide such assistance as necessary for sampling and testing. Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 31 20 00 October 20, 2021 EARTH MOVING EARTH MOVING Addendum #01 312000 - 4 2021.11.10 5. Tests will be made by the Geotechnical Engineer for the following items: a. Moisture content b. Gradation c. Density in-place - ASTM D6938-10, or equivalent. d. Moisture-density relationships - ASTM D698 & ASTM 1557 e. Any re-testing that is required because the initial test showed that the work did not comply with these Contract Documents shall be provided and paid for at the Contractor's sole expense. 6. The Contractor shall make arrangements for the Geotechnical Engineer to be on site to observe the following activities: a. Preconstruction meeting b. Temporary excavation cut slopes c. Placement and compaction of structural fill and common fill. d. Installation of bedding material and utility trench backfill. e. Placement subgrades for building foundations and slabs. f. Placement of pavement subgrades. 1.8 BASE BID: A. Contractor shall include in the base bid the cost of achieving the final grades shown on the Contract Documents beginning with the existing conditions as represented in the site survey included in the Contract Documents. The project Geotechnical Report shall be used as a reference. All excavation to suitable bearing soil, removal of unsuitable materials and debris, stockpiling and protection, import, placement, and compaction required to achieve the final grades, as shown in the contract documents, shall be included in the base bid. B. It is the Bidder’s responsibility to perform their own earthwork calculations to determine quantities of available material. 1. If additional Structural Fill material is required to meet the grading elevations provided in the plans and details, it shall meet the requirements of Imported Structural Fill material and shall be included in the base bid of the project at no additional cost to the Owner. 2. If excessive material (either Structural Fill or Common Fill) is on site, then exporting of unused material shall be included in the base bid of the project at no additional cost to the Owner. 1.9 UNIT PRICECOSTS: A. Unit PriceCost 1 – Over-excavation of Un-Anticipated Unsuitable Soil: The unit pricecost shall be applied to un-anticipated unsuitable soils (as determined by the Owner’s appointed Geotechnical Engineer) encountered below the anticipated sub grade elevation. Un–anticipated unsuitable soil shall be that material below the sub- grade elevation that does not meet bearing capacity requirements as defined in the field by the Geotechnical Engineer. Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 31 20 00 October 20, 2021 EARTH MOVING EARTH MOVING Addendum #01 312000 - 5 2021.11.10 1. The Contractor shall be responsible for measuring the quantity of un- anticipated unsuitable soil that is removed. The Contractor shall measure in place bank yards by field measurement that shall be observed, verified, and documented by the Geotechnical Engineer prior to backfilling with Structural Fill. The Contractor shall note that measurement by truck tickets will not be accepted. 2. The Contractor will be compensated at their bid unit pricecost for excavation and haul off of un-anticipated soils only as verified and documented by the Geotechnical Engineer in the field. No compensation will be made to the Contractor for unverified and undocumented quantities. 3. If the Contractor’s sequencing of the Work requires stockpiling and double handling of materials, this shall be accomplished within the base bid amount at no additional cost to the Owner. B. Unit PriceCost 2 - Native Import Structural Fill to Replace Soil Exported as Part of Unit PriceCost 1: A unit pricecost shall be provided for placement and compaction of native import structural fill material for use in replacing un-anticipated unsuitable materials and/or as directed by the Geotechnical Engineer. 1. The Contractor will be compensated at their bid unit pricecost only used in replacing un-anticipated unsuitable materials as approved, verified and documented by the Geotechnical Engineer in the field. Only import, placement and compaction of native import structural fill material required by field determined deviations in the actual depth to competent bearing soils from that shown in the Contract Documents shall be compensated using the unit pricecost. 2. All Structural Fill required to achieve final grades and completed structures as defined in the Contract Documents, shall be included in the base bid and shall not be compensated using unit pricecosts. C. Unauthorized Excavation and Placement of Structural Fill: The Contractor shall be responsible for all un-authorized excavation. Unit pricecosts shall not be applied to un-authorized excavation or fill. The Owner is not responsible for un-authorized excavation, nor the import or placement of Structural Fill required to replace any unauthorized excavation, unless approved by the Geotechnical Engineer. D. Sub-Grade: For the purpose of the Contractor Bid, the sub-grade elevations are defined in Paragraph 1.4.G. E. Soil integrity will be influenced by the weather conditions and the Contractor's handling and protection of the material as it is removed and placed. It is the sole responsibility of the Contractor to protect soils from the elements. Material that is deemed unsuitable due to lack of protection will not be applied to the unit pricecost. The Contractor will be responsible for removing such material and replacing with acceptable material at no additional cost to the owner. F. The Contractor shall not apply the Unit PriceCosts noted above to material that was not defined as unsuitable material by the Geotechnical Engineer. 1.10 SITE CONDITIONS A. Protection of Existing Improvements: Provide, erect and maintain barricades, coverings, or other types of protection necessary to prevent damage to existing Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 31 20 00 October 20, 2021 EARTH MOVING EARTH MOVING Addendum #01 312000 - 6 2021.11.10 vegetation and improvements not indicated for removal. Restore any site improvements, including but not limited to landscaping, pavement, walks, structures, fences and planters, damaged by this work to their original condition, as acceptable to Owner. Restore to original grades and conditions, areas adjacent to site disturbed or damaged as a result of site preparation and demolition work. B. Traffic: 1. Do not interfere with or close public ways without permission of governing authorities. Do not interfere with adjacent private facilities. C. Site Utilities: 1. Advise utility companies of excavation activities before starting excavations. Locate and identify underground utilities passing through work area before starting work. 2. Coordinate all utility shutoffs with City of Renton and Renton Fire Department (SFD). Coordinate work with Division 01 requirements. 3. Coordinate utility locating, shutoffs and meter readings with utility companies. Verify that all appropriate services have been disconnected. (Contractor shall pay for all fees and costs associated with utility locating, disconnects, capping, line and meter removals). 4. Do not shut off or cap utilities without advance notice and written approval from the Owner. 5. If underground utilities are encountered in locations other than indicated, immediately advise utility Owners before proceeding. Amend project record documents to show actual locations. 6. Protect existing utilities indicated to remain. 7. All earthwork, including trenching and backfill of the irrigation system, gas, mechanical, & electrical utilities is the responsibility of the General Contractor. D. Objectionable Noises: Conform with local governing requirements regarding noise control. See Division 01 Section for additional information on allowable noise limits. E. Maintain vehicular and pedestrian traffic routes in accordance with local rules and regulations: See Division 1 Section for additional requirements. 1. Ensure minimum interference with roads, streets, alleys, sidewalks, and adjacent facilities. 2. Do not close or obstruct streets, fire lanes, or sidewalks, without permission from authorities having jurisdiction. 3. If required by governing authorities, provide alternate routes around closed or obstructed traffic ways. PART 2 - PRODUCTS 2.1 APPROVAL OF FILL MATERIALS A. Approval of Fill Material: All material which is proposed to be used as fill shall be graded and tested for moisture content and compatibility. Gradation and test results Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 31 20 00 October 20, 2021 EARTH MOVING EARTH MOVING Addendum #01 312000 - 7 2021.11.10 shall be submitted for review and approved by the Geotechnical Engineer prior to placement of fill. The Contractor shall submit a sample of the proposed material at least 72 hours before the material is to be approved for use on-site. The existing site material is sensitive to moisture & will be difficult to re-use in wet weather as indicated in the Geotechnical Engineering Report. (Refer to Geotechnical Engineering Report). The Contractor has the option to use on site material for common fill, however use of on-site material must meet specifications and is subject to the approval of the Geotechnical engineer. If on-site material is not suitable for common fill, the Contractor shall import an acceptable common fill conforming to these specifications at no additional cost to the Owner. 2.2 STRUCTURAL FILL A. Structural Fill: 1. All fill placed under footings, trenches, slab-on-grade floor, roadways, sidewalks, walkways, and all other paved areas shall be “structural fill” as defined herein, unless specified otherwise for particular applications. 2. Structural fill shall be imported clean granular fill conforming to the requirements of COS Section 9-03.14(1), Gravel Borrow, which has been accepted by the Geotechnical Engineer for use as structural fill, except that No. 4 sieve shall be limited to 75% maximum and No. 200 sieve shall be limited to 5% maximum. 2.3 COMMON FILL A. Fill placed at locations, other than those requiring structural fill, where the purpose is to raise site grades, shall be “common fill” as defined: 1. Granular material, either naturally occurring or processed. It shall be essentially free from various types of wood waste or other extraneous or objectionable materials. It shall have such characteristics of size and shape that it will compact readily. The maximum particle size shall not exceed 3 inches 2. Imported Common Fill shall meet the following gradation requirements U.S. Standard Sieve Size % Passing by Dry Weight 1/4 inch square 25 No. 200 10 3. Imported material consisting of granular soils essentially cleaned of organic and other deleterious material and of such particle size and gradation that specified compaction can be readily attained. The moisture content of common fill material at placement and compaction shall be within a range of one percent above to two percent below optimum moisture content. 4. Common fill shall be tested and approved by the Geotechnical Engineer prior to use. 2.4 CRUSHED SURFACING Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 31 20 00 October 20, 2021 EARTH MOVING EARTH MOVING Addendum #01 312000 - 8 2021.11.10 A. Crushed Surfacing Top Course: shall be manufactured from ledge rock, talus or gravel and shall be 5/8" minus for top course. Crushed surfacing top course shall conform to the gradations of Section 9-03.9(3) of the Standard Specification. B. Crushed Surfacing Base Course: shall be manufactured from ledge rock, talus or gravel and shall be 1 1/4" minus for base course. Crushed surfacing base course shall conform to the gradations of Section 9-03.9(3) of the Standard Specification with the following revisions: the material passing the No. 200 sieve shall be 5.0% (maximum), and it shall have at least two mechanically fractured surfaces. 2.5 GRAVEL BACKFILL FOR PIPE BEDDING A. Pipe Bedding for Water, Sewer, and Storm shall be as follows: 1. Water Pipe: Specification 33 10 00 Water Distribution System 2. Sewer Pipe: Specification 33 30 00 Sanitary Sewer System 3. Storm Pipe: Specification 33 40 00 Storm Drainage System B. Pipe Bedding and Backfill material: All other utilities shall be imported sand and gravel material conforming with the requirements of Standard Specification Section 9- 03-12(3), “Gravel and Sand Backfill for Pipe Bedding”. 2.6 GRAVEL FOR TRENCH BACKFILL A. Gravel for trench backfill shall be Gravel Borrow in accordance with Section 9- 03.14(1) of the Standard Specifications. Imported material consisting of granular soils essentially cleaned of organic and other deleterious material and of such particle size and gradation that specified compaction can be readily attained. The moisture content of gravel trench backfill material at placement and compaction shall be within a range of one percent above to two percent below optimum moisture content. B. On site soils may not be used as gravel for trench backfill below pavements. The Contractor shall assume that all gravel for trench backfill below paved areas are to be imported Structural Fill. C. Imported gravel trench backfill material shall be tested and approved by the Geotechnical Engineer prior to use. 2.7 GRAVEL BACKFILL FOR DRAINS A. Gravel Backfill for Drains shall be per Section 9-03.12(4) of the Standard Specifications. 2.8 CAPILARY BREAK A. Capillary Break Material shall be: 1. Pea Gravel 2. Gravel Backfill for Drains 2.9 TRACER TAPE Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 31 20 00 October 20, 2021 EARTH MOVING EARTH MOVING Addendum #01 312000 - 9 2021.11.10 A. Utility pipe tracer tape shall be detectable below ground surface, color coded, with utility name printed on tape. Conductive warning tape required over sewer, drainage, water and irrigation pipe. Tape shall be manufacturer's standard permanent, bright- colored, continuous printed plastic tape, aluminum backed, intended for direct-burial service. Tape shall be not less than 6" wide x 4 mils thick. Tape Schedule Piping Color Wording Irrigation Water Blue Caution Irrigation Water Storm Sewer Green Caution Storm Sewer Sanitary Sewer Green Caution Sanitary Sewer Natural Gas Yellow Caution Natural Gas 2.10 GEOTEXTILE FABRIC A. Fabric for wrapping exterior drains shall be Mirafi 140N, Supac 4NP or approved equal. B. Fabric for unstable soil subgrades protection as directed by Geotechnical Engineer shall be Mirafi 500x or approved equal. 2.11 QUARRY SPALLS A. Quarry spalls shall be imported material conforming to Section 9-13.1(5) of the Standard Specifications. PART 3 - EXECUTION 3.1 CLEARING AND GRUBBING A. Remove any trash or debris from site, including below ground portions. B. Remove all vegetable matter from within the limits indicated on the drawings. 1. Fill holes thus created with approved, compacted soil. 3.2 STRIPPING A. Strip topsoil, roots, organic debris, and unsuitable material from areas to be developed. 1. Minimum stripping depth shall be 12-inches. Final stripping depth shall be approved by the Geotechnical Engineer. 2. Haul and dispose of materials off-site in a legal manner. 3. Shape surface of site to grades and contours as noted. 4. Remove debris, rocks over 6-inch in size, vegetation, and other organic matter from material to be re-used. 5. Control grading around building areas and building excavations at all times to prevent flow of water into excavated areas and ponding adjacent to building. Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 31 20 00 October 20, 2021 EARTH MOVING EARTH MOVING Addendum #01 312000 - 10 2021.11.10 3.3 SUBGRADE A. For paving and other site improvements, shape subgrades to lines, grades, and cross sections indicated. Any soft soils encountered shall be re-compacted or excavated and replaced with compacted structural fill, whichever is necessary to reach the required compaction. Excavate rock encountered to a depth of 6" below finish subgrade elevations. Bring low areas up to required elevations with approved fill materials. 3.4 SITE GRADING A. General: 1. Required contours and elevations are indicated and noted on Drawings; should indicated figures conflict with actual conditions, notify Owner and obtain direction before proceeding with grading of area in conflict. B. Grading: 1. To the extent applicable shape surface of site to grades and contours as noted. 2. Control grading around building areas at all times to prevent flow of water into excavated areas and ponding adjacent to buildings. 3. At paving and other site improvements, shape subgrades to line, grades, and cross sections indicated. After design grade is reached, Proof roll subgrade to identify soft areas in the presence of the Geotechnical Engineer. Any soft soils encountered shall be excavated and replaced with structural fill to reach the required compaction. 3.5 EXCAVATION AND BACKFILLING A. Catch basins, manholes and similar structures: Excavate to furnish a minimum of 12 inches between sides of excavation and outer surfaces of structure. Take care to excavate to exact depths required; fill excavation with compacted gravel for trench backfill. B. Trench Excavation for Utilities, Mechanical, Electrical, Water, Irrigation, Storm Drains and Sanitary Sewers: 1. Contractor shall hand dig or use air excavation (air spade) only for excavation within tree protection areas, as noted on the plans, under direction of a licensed arborist. 2. Trenching shall include all excavation of every description and of whatever materials encountered to the depth indicated on the Drawings or in the Project Manual and shall be in accordance with the Sections 2-09.3(1) and inclusive of Specifications 331000 “Water Distribution”, 333000 “Sanitary Sewer Systems”, and 334000, “Storm Drainage Systems”. C. Bedding and Backfill for Storm Drains: 1. Bedding of storm drains shall be in accordance with Section 7-17.3(1)B of the Standard Specifications. Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 31 20 00 October 20, 2021 EARTH MOVING EARTH MOVING Addendum #01 312000 - 11 2021.11.10 2. Backfilling of storm drains shall be in accordance with the plans and Section 7- 17.3(3) of the Standard Specifications, except paragraph 3 of 7-17.3(3)A shall not apply. 3. Compaction of backfill shall be in accordance with the plans and Section 7- 17.3(3)B of the Standard Specifications with the following exceptions: In-place density will be determined by ASTM D6938-10 - Test for Density of Soil in- place by the nuclear method. 3.6 COMPACTION A. All areas that are to receive compacted fill shall be field reviewed by the Geotechnical Engineer prior to the placement of new fill. B. Soil surfaces shall be compacted to a minimum relative compaction as listed in this Section. Relative compaction is defined as the ratio of the in-place soil dry density to the maximum dry density as determined by the ASTM D1557 test method. C. Place fill in controlled layers the thickness of which is compatible with the type of compaction equipment used. The loose thickness of each fill layer shall not exceed maximum thickness as defined by the on-site soils engineer. Compact each layer to a minimum relative compaction as listed in this Section. Determine the field density of compacted soils by the ASTM D6938-10 and D3017 test method or equivalent. D. Fill soils shall consist of excavated on-site soils free of organic and deleterious material or imported soils approved by the Geotechnical Engineer as required per the wearing course. All imported fill shall be granular and shall meet the gradation requirements stated herein. The Geotechnical Engineer shall evaluate and/or test proposed imported material for its conformance with specifications prior to delivery to the site. The Contractor shall notify the Geotechnical Engineer 72 hours prior to importing fill to the site. E. The Geotechnical Engineer shall observe the placement of compacted fill and conduct in-place field density tests on the compacted fill to check for adequate moisture content and the required relative compaction. Where less than the required relative compaction is indicated, remove and replace the substandard soil or apply additional compactive effort and moisture-condition the soil as necessary until the relative compaction as specified in this Section is attained. Provide level testing pads for the conducting of field density test by the Geotechnical Engineer. F. Compaction Requirements: Compact all fill and backfill to prevent subsequent settlement. Water settling or jetting is not permitted as a means of compaction. Furnish heavy rollers or compactors except as follows: G. Use pneumatic hand tampers for trenches and areas not accessible to heavy equipment. H. Required compaction: Compact fill and backfill to the following minimum relative compaction (percentage of maximum dry density determined in accordance with ASTM D1557): Locations Required Minimum Relative Compaction Moisture Content Range Under slabs on grade 95% +2 -2 Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 31 20 00 October 20, 2021 EARTH MOVING EARTH MOVING Addendum #01 312000 - 12 2021.11.10 Under walks and paving 95% +2 -2 Bedding for utility lines 95% +2 -2 Against walls 90% +2 -2 Against footings and foundations 90% -2 Planting and landscape areas 90% +3 -2 Other 90% +3 -2 3.7 FINISH GRADING A. General: Remove all concrete, rocks, rubble and debris larger than 2 inches from surface. Finish grades flush with adjacent surfaces unless indicated otherwise. Finish grades adjacent to sidewalks shall be 1 inch below elevation of sidewalk unless noted otherwise. Execute any fine grading as may be necessary or incidental to all subsequent work. B. Grading Tolerance: Finish grades shall match contours and elevations shown within 1/10 foot, except ADA paths, which shall be with ¼” and conform to ADA Requirements. C. Acceptance of Finish Grading: Finish grades will be inspected and subject to acceptance by the Owner. Correct work not approved at no additional cost or time. D. Protection of Finished Surfaces: Allow no heavy objects to be moved over finish grade surfaces. At no cost to Owner, repair any ruts or holes in finished surfaces, and any obstruction to positive drainage. Repair areas showing settlement. 3.8 DISPOSAL OF EARTH MATERIALS A. Remove all excavated material that is not acceptable for use as fill on site. Legally dispose of excess material off site, at Contractor’s expense. 3.9 FIELD QUALITY CONTROL A. Special Inspections: Geotechnical Engineer will approve fill materials, observe placement of compacted fill, and conduct in-place field density tests on compacted fill, checking moisture content and relative compaction. Where less than required relative compaction is indicated, Contractor shall remove and replace substandard soil, or further compact and moisture-condition soil until specified relative compaction is attained. Furnish level testing pads for conducting field density test by Geotechnical Engineer. B. Adjustments: 1. Repair ruts and holes in finished graded surfaces. 2. Correct slopes and obstructions to positive drainage. 3. Repair areas showing settlement. 4. Make corrections and adjustments to finish grading, as directed by Architect. C. Protection: Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 31 20 00 October 20, 2021 EARTH MOVING EARTH MOVING Addendum #01 312000 - 13 2021.11.10 1. Do not permit heavy objects to be moved over finish grades surfaces. 2. Protect from run-off and other conditions which may alter finish grades. 3. Private and Public Utilities: Protect from damage. 4. Paved Areas Intended to Remain: Protect from damage. 5. Contractor is responsible for the protection of all prepared subgrades. Repair of damage subgrades shall be at Contractors expense. 3.10 CLEANING A. Dispose of waste, surplus, and unsuitable materials according to laws, regulations, and ordinances off site at a site obtained by Contractor. B. Wet Weather Work: If earthwork is to be performed or fill is to be placed in wet weather or under wet conditions when control of soil moisture content is not possible, the following recommendations should be followed. 1. Earthwork should be performed in small areas to minimize exposure to wet weather. Excavation or the removal of unsuitable soils should be followed promptly by the placement and compaction of clean structural fill. The size and type of construction equipment used may have to be limited to prevent soil disturbance. Under some circumstances, it may be necessary to excavate soils with a backhoe to minimize subgrade disturbance caused by equipment traffic. 2. The ground surface within the construction area should be graded to promote runoff of surface water and to prevent the ponding of water. 3. Material used as structural fill should consist of clean granular soil containing less than 5 percent fines. The fines should be non-plastic. 4. The ground surface within the construction area should be sealed by a smooth drum vibratory roller, or equivalent, and under no circumstances should be left uncompacted and exposed to moisture. Soils which become too wet for compaction should be removed and replaced with clean granular materials. 5. Excavation and placement of fill should be observed by the Geotechnical Engineer to verify that all unsuitable materials are removed and suitable compaction and site drainage is achieved; and bales of straw and/or geotextile silt fences should be strategically located to control erosion. END OF SECTION Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 31 25 00 October 20,2021 TEMPORARY EROSION CONTROL TEMPORARY EROSION CONTROL Addendum 1 312500 - 1 2021.11.10 PART 1 - GENERAL 1.1 SUMMARY A. This section includes the work to minimize erosion and to construct facilities for treating stormwater runoff, dewatering pump discharge and seepage at all areas of the project site including Contractor work and staging areas. B. The Contractor is responsible for implementing Best Management Practices (BMP’s) in accordance with the City of Renton requirements. The information provided on the contract plans should be considered a minimum for the anticipated construction and conditions. The Contractor shall be responsible for adding additional BMP’s as conditions change at no additional cost to the Owner. The Contractor shall coordinate installation and inspections of the BMP’s with the City of Renton Clear and Grade Inspector. Additional BMP’s shall be stockpiled on site as requested by the Site Inspector. 1.2 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. Coordinate related work specified in other parts of the Project Manual, including but not limited to the following: 1. Section 31 10 00 Site Clearing 2. Section 31 20 00 Earth Moving 1.3 REFERENCES A. Reference Standards: This Section incorporates by reference the latest revisions of the following documents. They are part of this section insofar as specified and modified herein. The Contractor shall have one copy of the each of the following documents at the job site. The bidder in submitting a bid acknowledges that he is familiar with the documents named in References and that they are incorporated into this document by reference. The Standard Plans and Specifications apply only to performance and materials and how they are to be incorporated into the work. The legal/contractual relationship sections and the measurements and payment sections do not apply to this document. 1. WSDOT-APWA Standard Specifications for Road, Bridges, and Municipal Construction, 2020 Edition (Standard Specifications) 2. Standard Plans WSDOT/APWA Standard Plans for Road, Bridge, and Municipal Construction 3. Soils Report Geotechnical Engineering Report, Family First Community Cen- ter, Prepared by The Riley Group, Inc. Dated June 8, 2018. 4. NPDES National Pollution Elimination Discharge System Construction Storm Water General Permit, Permit No. WAR308996. 1.4 SUBMITTALS A. Product Submittals: Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 31 25 00 October 20,2021 TEMPORARY EROSION CONTROL TEMPORARY EROSION CONTROL Addendum 1 312500 - 2 2021.11.10 1. Product catalog cuts for silt fence, and siltsac inserts. 2. Aggregate Materials: Coarse aggregate for gravel construction entrance. 3. Hydroseed: Certificate data sheets for seed, fertilizers, and compost which indicate source of supply, variety, and/or composition. B. Contractor shall apply for a Standard ROW Use Permit through the City of Renton for all work in the ROW. C. A draft Construction Surface Water Pollution Prevention Plan (CSWPPP) has been submitted to the City of Renton as part of the Permit. The CSWPPP will be provided to the Contractor and will be the Contractor’s responsibility to update, change, and maintain as necessary to respond to conditions and regulatory requirements. C. Provide contact information and proof of licensure, including City business license, to the City of Renton. 1.5 REGULATORY REQUIREMENTS A. Work shall comply with City of Renton standards. The Contractor shall coordinate with the City of Renton Clearing and Grading Inspector. B. NPDES: Contractor shall conform to all requirements in the NPDES Construction Stormwater General Permit 1.6 NPDES CONSTRUCTION STORMWATER GENERAL PERMIT A. The City of Renton (COR) has secured the project’s NPDES Construction Stormwater General Permit (herein referred to as the NPDES Permit) from the Department of Ecology. COR will provide a copy of the NPDES Permit to the Contractor upon receipt. B. The City of Renton is currently listed as the Operator/Permittee for the NPDES Permit. Prior to commencing earth moving activities, COR will transfer the permit to the Contractor after the contract has been awarded. COR and the Contractor shall complete the “Transfer of Coverage” application to change the Operator/Permittee (Section I of the application) and the Contractor shall complete the On-Site Contact Person (Section III of the application). The Contractor shall take on all responsibilities associated with the NPDES Permit including taking ownership of the SWPPP, monitoring and reporting requirements for stormwater discharge for turbidity and pH, and all other aspects of the NPDES Permit, for the duration of the Contract. This scope of work is considered part of the base contract. C. Contractor shall conform to all requirements in the NPDES Construction Stormwater General Permit including, but not limited to, the following: 1. Prepare and maintain the SWPPP. The Contractor will be responsible for maintaining and updating the SWPPP. A draft copy of the SWPPP has been submitted to the City of Renton and is included for reference. The Contractor shall take full ownership of this document as necessary to address the means and methods as well as to address site specific conditions that come up as part of the Contractor’s inspections. 2. Have a Certified Erosion Control Lead on site and available at all times. The Contractor shall provide the appropriate number of certified personnel to exe- cute the work. Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 31 25 00 October 20,2021 TEMPORARY EROSION CONTROL TEMPORARY EROSION CONTROL Addendum 1 312500 - 3 2021.11.10 3. Provide and install required source control measures, Best Management Practices, storm water treatment measures, and maintain compliance with stormwater discharge requirements as specified in the NPDES Permit and summarized below in Part III of this document. 4. Complete the Construction Stormwater Site Inspection Form (located in Ap- pendix D of the SWPPP) and submit it to the City of Renton Inspector throughout the construction duration as required by the NPDES permit. 5. Complete Table 6 – BMP Selection Schedule (Element 12: “Manage the Pro- ject”) on a monthly basis. 6. File a notice of termination application to complete the NPDES permit once the site is stabilized according to DOE standards. 1.7 QUALITY CONTROL A. Conform to regulatory requirements, including but not limited to the Clean Water Act of 1972, and Washington Administrative Code 173, and RCW 90.48. Conform to APWA Supplement Section 1-07.15 Temporary Water Pollution/Erosion Control. B. Schedule, sequence, coordinate, and oversee all temporary and permanent erosion and sedimentation control measures in accordance with City of Renton Standards. 1.8 SCHEDULE A. Sediment control facilities shall be maintained in a satisfactory condition until such time that clearing and/or construction is completed including periods when construction activities are reduced or shut down. 1. The implementation, maintenance, replacement and additions to erosion/ sed- imentation control systems shall be the responsibility of the Contractor. The Contractor is responsible for erosion and sediment control on the construction site. 1.9 MAINTENANCE A. Maintain erosion control through the duration of the project. B. Maintain erosion control after substantial completion per this section. C. Provide continuous monitoring as required by the NPDES permit. PART 2 - PRODUCTS 2.1 MATERIALS A. Quarry Spalls: Per Section 9-13.6, WSDOT Standard Specifications. B. Filter Fabric 1. Nonwoven Filter Fabric: Spun-bonded, nonwoven fabric composed of poly- propylene filaments. Fabric shall be inert to biological degradation and shall be resistant to alkalis and acids found in soils. Use as drainage geotextile for separation of native materials from filtering material, Mirafi 140N or equivalent. Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 31 25 00 October 20,2021 TEMPORARY EROSION CONTROL TEMPORARY EROSION CONTROL Addendum 1 312500 - 4 2021.11.10 2. Woven Filter Fabric: Woven polypropylene, monofilament yarn used for silt fences. Fabric shall be inert to biological degradation and shall be resistant to alkalis and acids found in soils. The base plastic shall contain stabilizers and inhibitors to make the fabric resistant to ultraviolet radiation. Mirafi 700X or equivalent. C. Filter Bag Inserts shall be in accordance with WSDOT Standard Specifications Section 9-33.2(1), Table 5, Class B D. Polyethylene (PE) Sheeting: In accordance with COS Standard Specifications Section 9-14.5(4). 2.2 STRAW A. Straw: Air dried condition free of noxious weeds, weed seeds and materials detrimental to plant life. Be seasoned before baling or loading and shall be acceptable to the Engineer. Shall be in accordance with WSDOT Standard Specifications Section 9-14.5(3). PART 3 - EXECUTION 3.1 GENERAL A. The maintenance, replacement and upgrading of these facilities is the responsibility of the Contractor until all construction is approved. B. The TESC facilities shown on the plans are the minimum requirements for anticipated site conditions. During the construction period, the erosion control facilities installed may require maintenance, relocation or upgrading (e.g. additional sumps, relocation of ditches and silt fences, etc.) as shown on the plans or as needed. Contractor shall pay for all costs associated with the construction, maintenance, upgrading and removal of the erosion control system throughout project duration. C. Adequate temporary and permanent control of surface water runoff and subsurface seepage will be required in order to allow site access, excavation, and construction of underground utilities to proceed. Site preparation and initial construction activities should be planned to minimize disturbance to the existing ground surface particularly during extended wet weather periods. During wet site conditions, equipment traffic should not be allowed on exposed subgrade areas. The Contractor shall be responsible for protecting disturbed or prepared surfaces by some form of weather cover if left exposed for more than 2 days. Contractor shall also protect disturbed or prepared surfaces from surface ponding, stormwater runoff, and construction traffic. The Contractor will be solely responsible for any repairs required to these surfaces. D. Access Streets and Roadways: Provide wheel cleaning stations to clean wheels and undercarriage of trucks before leaving site, as necessary to prevent dirt from being carried onto public streets. If streets are fouled, clean immediately in conformance with City of Seattle and all governing requirements and regulations. E. During construction the runoff of stormwater flows shall be controlled and treated to minimize water quality impacts. The Contractor shall plan and execute the work in a manner which protects the project, and downstream waterways. Runoff from undisturbed areas shall be diverted from areas of construction activity by utilizing drainage ways as much as possible. Where this is not possible, and as practicable, Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 31 25 00 October 20,2021 TEMPORARY EROSION CONTROL TEMPORARY EROSION CONTROL Addendum 1 312500 - 5 2021.11.10 diversion dikes and swales shall be constructed so runoff from undisturbed areas will not be contaminated by construction activity. Cleared and excavated materials shall not be deposited or stored in or alongside drainage ways where the materials can be eroded by storm runoff. F. The Contractor shall remove temporary erosion control measures upon establishment of permanent erosion control and restoration of disturbed areas. Contractor shall remove all accumulated sediment from the drainage system immediately prior to final acceptance. All drainage structures and conveyance systems shall be thoroughly cleaned at the completion of construction, prior to final acceptance. G. The Contractor shall flush and thoroughly clean the existing and new storm water conveyance systems prior to substantial completion. Remove all accumulated sediment from catch basins, manholes, pipes, and outfalls. 3.2 EXAMINATION: A. Verify locations of existing catch basins and related storm drainage features that may be impacted by construction activities. B. PREPARATION: 1. Locate existing utilities, avoid damage or disturbance. For aid in utility location call "Dial Dig 1-800-424-5555," 48 hours (two working days) prior to beginning construction. Provide and pay for additional marking as required. 3.3 SILT FENCES A. Silt fences shall be installed per the drawings and parallel to existing contours. 3.4 PLACING PLASTIC COVERING A. Plastic covering shall be installed on erodible stockpiles and embankment slopes as shown in the plans or as designated by the Owner. B. Overlap joints minimum 28 inches. Overlap in direction of drainage and prevent water from draining onto material being protected. Secure in place to prevent movement and damage. Provide sandbags at 2.5 feet spacing and tie the sand bags together with rope on slopes greater than 3:1. Minimize driving stakes through plastic. 3.5 STRAW BALE CHECK DAMS: A. Construct such that drainage flows through bales. Bevel bale edges or fill gaps to insure drainage passes through straw filter. Larger flows may flow over top on occasion. Key bales into ground to prevent drainage under bales. Raise elevations of ends of check dams to prevent drainage around ends. Provide splash pad on downstream side to prevent scouring from high flows or overtopping. 3.6 CATCH BASIN INLET PROTECTION A. The Contractor shall install filter on all catch basins that receive construction runoff as indicated on the drawings and as directed by the City Inspector. Catch basin sediment filters shall be cleaned when 12-inches of sediment accumulation is evident. B. When cleaning Catch basin sediment filters do not allow sediment to fall into catch basin. Remove catch basin filter in such a manner as to not allow any sediment to Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 31 25 00 October 20,2021 TEMPORARY EROSION CONTROL TEMPORARY EROSION CONTROL Addendum 1 312500 - 6 2021.11.10 enter the catch basin. Dispose of sediment in a proper manner. Clean catch basin filter prior to re-installation. Replace catch basin filters if signs of deterioration are evident (tears, rips, puncture holes etc.). C. Catch basin filters shall be maintained throughout the project. 3.7 STRAW MULCH A. Straw mulch shall be applied 2 to 3 inches thick at the rate of 4,000 lb/acre or 2 to 3 bales per 1,000 square feet. Straw shall be crimped to avoid windblow. 3.8 TURBIDITY MONITORING A. The contractor shall be responsible for meeting turbidity and pH requirements as stated within the Turbidity Monitoring Report and the NPDES Permit. Additional TESC measures may be required to achieve discharge requirements. The contractor shall be responsible for providing additional measures as work progresses to meet turbidity requirements. B. The proposed project will implement a turbidity monitoring program in compliance with the State Surface Water Quality Standards (WAC 173.201 A). The contractor shall be responsible for coordinating the monitoring plan with the City of Renton Construction Inspector. Monitoring will be accomplished by testing and comparing upstream flows to on-site construction runoff flows at the point of discharge. A third party shall perform the turbidity measuring using an approved turbidity meter. The person performing the testing and monitoring shall be familiar with the turbidity meter and all applicable laws and regulations associated with the turbidity monitoring program. C. Two weeks prior to the beginning of construction, background levels will be established by testing upstream tributary area twice per week for two weeks. The stormwater sampling location for establishing the background level will be the catch basin that is also the discharge point for the construction stormwater runoff from the site (see TESC Plans). The background turbidity levels will be established as the baseline of the pre-construction turbidity measurements. D. Turbidity monitoring and reporting will be required daily during construction in the rainy season (October 1st through April 30th) and weekly between May 1 and September 30. Turbidity reports may not be necessary during extended periods of low flow or no flow conditions; the contractor shall coordinate this arrangement with the City of Renton Inspector. Due to the anticipated low flow or no flow conditions during the drier summer months, storm water flow may cease, causing an interruption in the turbidity monitoring and reporting. The contractor shall make available the monitoring reports to the City of Renton Inspector. E. The benchmark for turbidity discharging from construction sites is defined as: 1. Not to exceed 25 NTU. F. The monitor shall post the turbidity monitoring results on the attached Turbidity Testing Form. The form shall be posted in the job trailer and distributed to the Owner and the City of Renton Inspector. The Turbidity testing results shall be posted immediately after the test is performed. G. If during the construction season the monitoring reports indicate that the threshold level of turbidity is exceeded, the monitor must report the condition to the Clearing Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 31 25 00 October 20,2021 TEMPORARY EROSION CONTROL TEMPORARY EROSION CONTROL Addendum 1 312500 - 7 2021.11.10 and Grading Inspector immediately, or as soon as practical. The contractor shall maintain a stockpile of materials to implement additional BMP measures as required during construction to bring the project into compliance when the threshold level of turbidity has been exceeded. Upon termination of services of the third party monitor, a final report must be submitted to the Clearing and Grading Inspector. 3.9 PH MONITORING A. The proposed project shall implement a pH monitoring program in compliance with the State Surface Water Quality Standards (WAC 173.201 A). The Contractor shall be responsible for coordinating the monitoring plan with the City of Renton Construction Inspector. The Contractor’s Certified Erosion Control Lead shall measure the pH. B. The Contractor shall be responsible for meeting pH requirements as stated within the NPDES Permit. Additional ESC measures may be required to achieve discharge requirements. The Contractor shall be responsible for providing additional measures as work progresses to meet pH requirements at no additional cost to the Owner. 1. Runoff from soil treated with cement will have altered pH levels. Contractor shall take precautions to minimize runoff from areas of cement treated soils. Should runoff occur, adequate treatment of pH levels with methods such as CO2 sparging is required. C. pH monitoring shall be conducted with a calibrated pH meter, pH test kit, or wide range pH indicator paper. D. pH monitoring shall begin when soil cement treatment first occurs and when concrete is first poured and exposed to precipitation and continue weekly throughout and after the concrete pour and curing period, until stormwater pH is in the range of 6.5 to 8.5 Standard Units (su). During this time a representative sample must be obtained to conduct a pH analysis at least once per week. E. pH shall be monitored in the sediment pond or other locations that receive stormwater runoff from the area of significant concrete work before the stormwater discharges to surface waters. F. The benchmark value for pH is 8.5 (su). Anytime sampling indicates that pH is 8.5 or greater, the Permittee must either: 1. Prevent the high pH water (8.5 or above) from entering storm sewer systems or surface waters; or 2. If necessary, adjust or neutralize the high pH water until it is in the range of pH 6.5 to 8.5 (su) using an appropriate treatment BMP such as carbon dioxide (CO2) sparging or dry ice. The Contractor must obtain written approval from Ecology before using any form of chemical treatment other than CO2 sparging or dry ice. G. The monitor shall post the monitoring results in the job trailer and distribute to the Owner and the County Inspector and submit online to DOE. The results shall be posted immediately after the test is performed. Upon termination of services of the third-party monitor, a final report must be submitted to the County Inspector. H. If, during the construction season, the monitoring reports indicate that the threshold range of pH is exceeded, the monitor must report the condition to the County Inspector immediately, or as soon as practical. The Contractor shall maintain a Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 31 25 00 October 20,2021 TEMPORARY EROSION CONTROL TEMPORARY EROSION CONTROL Addendum 1 312500 - 8 2021.11.10 stockpile of materials to implement additional BMP measures as required during construction to bring the project into compliance at no additional cost to the owner. 3.10 ADJUSTMENTS AND REVISIONS A. Adjust or move swales, berms, pipes, culverts, bales, and silt fences as necessary during construction to direct site runoff to temporary ponds, silt filters, and grass swales. 3.11 PROTECTION AND MAINTENANCE A. Protection: 1. Prevent silt-laden water from leaving site or from entering off-site storm sewer systems. 2. All slopes, cut, or fill areas where Work has stopped for more than 30 days shall be stabilized by polyethylene sheeting or other method to prevent ero- sion and sediment transport. 3. Keep all off-site parking areas and streets clean from construction activities. Paved surfaces shall be kept clean by the use of mechanical sweeping equipment, hand shovels and brooms or other accepted methods suitable of removing dirt, rock, silt and sand. No street washing will be allowed. B. Supplementary measures: 1. Provide additional silt control and temporary erosion control measures as re- quired to protect soils and prevent silt laden runoff from leaving project site at no additional cost to the Owner. 3.12 MAINTENANCE: A. Monitor and maintain silt control measures. Remove accumulations of sediment when more than 50 percent of silt storage capacity is filled. Maintain all temporary erosion control facilities until need for each facility has been superseded by other stabilization methods or until Architect authorizes removal. B. Inspect and repair temporary erosion control facilities. Inspect entire system to ensure proper operation a minimum of once per week, during and after storms, and prior to weekends and holidays. END OF SECTION Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 32 12 16 October 20,2021 ASPHALT PAVING ASPHALT PAVING Addendum 1 321216 - 1 2021.11.10 PART 1 - GENERAL 1.1 SUMMARY A. Section includes but is not limited to the following: 1. New asphalt concrete paving, including crushed rock courses. 2. Asphalt Overlay B. Related Sections: Coordinate related requirements specified in other parts of the Project Manual, including but not limited to the following: Section 31 10 00 – Site Preparation Section 31 20 00 – Earth Moving 1.2 REFERENCE A. This Section incorporates by reference the latest revisions of the following documents. They are part of this section insofar as specified and modified herein. The Contractor shall have one copy of the each of the following documents at the job site. The bidder in submitting a bid acknowledges that he is familiar with the documents named in References and that they are incorporated into this document by reference. The Standard Plans and Specifications apply only to performance and materials and how they are to be incorporated into the work. The legal/contractual relationship sections and the measurements and payment sections do not apply to this document. 1. WSDOT Standard Specifications: Washington State Department of Transportation 2020 Standard Specifications for Road, Bridge, and Municipal Construction. 2. Design Manual: Transportation Department, City of Renton, Current Edition. 3. Soils Report Geotechnical Engineering Report, Family First Community Center, Prepared by The Riley Group, Inc. Dated June 8, 2018. 1.3 DESCRIPTION A. This work shall consist of two or more courses of plant mixed asphalt concrete placed on a prepared foundation or base in accordance with these specifications and in close conformity with the lines, grades, thicknesses, and typical cross-sections shown in the plans. 1.4 SUBMITTALS A. General: Submit in accordance with Section 01 30 00. B. Submit Certificates: Furnish certification that all materials comply with specification requirements; include laboratory test reports verifying compliance. Mixing plant to be member of Asphalt Paving Association of Washington (APAW) and approved by Architect. C. Contractor shall apply for a Standard ROW Use Permit through the City of Renton for all work in the ROW. Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 32 12 16 October 20,2021 ASPHALT PAVING ASPHALT PAVING Addendum 1 321216 - 2 2021.11.10 D. Provide contact information and proof of licensure, including City business license, to the City of Renton. C.E. Provide Certificate of Insurance, naming the City of Renton as additional insured. Insurance minimums can be found at: https://edocs.rentonwagov/Documents/1/edoc/955847/Certificateof%20Ins urance%20Guidelines.pdf 1.5 LAYOUT AND DIMENSION A. Layout and Dimensions shall be in conformance with Section 31 10 00 “Site Preparation”. 1.6 PROJECT SITE CONDITIONS A. Existing Conditions: Where paving interferes with the completion of the Work, cut out and dispose of at Contractor's expense. Upon completion of the Work, patch all such damaged pavement to match adjacent existing paving. B. Environmental Requirements shall be In accordance with referenced standard specifications and the following: 1. Do no paving in rain or when subgrade or base is wet or frozen. 2. Do not apply tack coats when temperature is below 50 degrees F. or when base is wet. 3. Apply asphalt concrete paving only when temperature is above 40 degrees and when base is dry. C. Protection & Controls: 1. Grade Control: Establish and maintain the required lines and grades, including crown and cross slopes, for each course of paving until completion and acceptance of the Work. 2. Traffic Control: Maintain vehicular and pedestrian traffic lanes during paving operations as required for other construction activities and for access to the existing building and facilities. The Contractor shall be responsible for the protection of the new paving against vehicular traffic prior to and for a minimum of 48 hours following any required seal coat operation. 1.7 WARRANTY A. Note that work correction is to include aggregate separation, soft spots, and excess porosity. B. Repair cracks; repair unsatisfactory elevation irregularities immediately upon notification; replace any paving not draining properly. PART 2 - PRODUCTS 2.1 GENERAL A. Comply with Quality Control Section provisions. Specifications, and Manufacturer's data. Where these may be in conflict, the more stringent requirements govern. Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 32 12 16 October 20,2021 ASPHALT PAVING ASPHALT PAVING Addendum 1 321216 - 3 2021.11.10 1. Conform to APAW - Section II, "Specifications for Asphalt Paving" of above referenced manual. Provide bases, type and thickness of asphalt concrete as required by these specifications and plans for site paving. 2.2 MATERIALS A. Base Materials: See Specification 31 20 00 for Base Course materials. B. Tack Coat: CSS-1 in accordance with Standard Specification, Paragraph 9-02.1(6). Apply to all vertical surfaces to which "HMA" abuts. C. Asphalt concrete shall be Class ½” HMA composed of asphalt and aggregate which, with or without the addition of mineral filler and blending sand as may be required, shall be mixed in the proportions specified to provide a homogenous, stable and workable mixture. HMA Shall be 1/2-inch HMA in accordance with Section 9-03.8 of the Standard Specifications D. Asphalt Binder shall be viscosity grade AR-4000, PG 58-22 per Section 9-02.1(4) of the Standard Specifications. PART 3 - EXECUTION 3.1 GENERAL A. Verify installation conditions as satisfactory to receive work of this Section. Do not install until unsatisfactory conditions are corrected. Beginning work constitutes Contractor's acceptance of conditions as satisfactory. 1. Construction shall conform to the details, dimensions and grades specified. Maximum variations in finished grade of paving shall be +/- 1/8" in 10 feet. B. Protect surrounding areas and surfaces to preclude damage from work of this Section. 1. Protect work of other trades. Take special care in work adjacent to buildings. 2. Should any defacement or damage occur, repair or replace as directed. 3. Provide barricades and warning devices as required and in accordance with the current Manual on Uniform Traffic Control Devices. 3.2 ASPHALT PAVING INSTALLATION A. General: Remove all existing fill, debris, vegetation, and other perishable materials from areas to be paved. Proof-roll subgrade and address soft yielding areas per Engineers recommendation. Bring areas requiring fills to rough grade elevations. Install wood headers and benders to true lines as indicated and securely staked to prevent movement or displacement during paving operations. Remove upon completion. B. Base Course: Place in accordance with Section 4-04 of the Standard Specifications and to the thickness shown on the plan or to match existing depth, whichever is greater. Materials shall be graded and compacted in 4-inch maximum layers to at least 98 percent of maximum density in accordance with ASTM D1557, Method D. C. Tack Coat: All contact surfaces, curbs and cold pavement joints shall be painted with asphalt emulsion before the surfacing is laid. All longitudinal and transverse joints shall be fully compressed by the spreading machine and be free from surface irregularities. D. Asphalt Concrete Paving: Provide HMA as indicated on the plans, consisting of mineral aggregate, uniformly mixed with bituminous material in a central plant. Provide all labor, Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 32 12 16 October 20,2021 ASPHALT PAVING ASPHALT PAVING Addendum 1 321216 - 4 2021.11.10 equipment and materials required to complete the work. All asphalt concrete pavement work shall conform to Section 5-04.3 of the Standard Specifications. E. Place asphalt in accordance with Section 5-04 of the Standard Specifications. Spread, finish and compact in accordance with Sections 5-04.3(9) and 5-04.3(10). Minimum lift thickness shall be 1 ½ inches. F. Construct joints in accordance with Section 5-04.3(12) of the Standard Specifications. Provide surface smoothness in accordance with Section 5-04.3(13). Accomplish paving in accordance with the weather limitations outlined in Section 5-04.3(1) of the Standard Specifications. G. Sample and test asphalt concrete in accordance with Sections 5-04.3(10)B and 5- 04.3(10)E of the Standard Specifications. H. The completed surface of the wearing course shall not vary more than 1/4 inch in 10 feet from the rate of slope shown in project plans. Depressions exceeding 1/4" shall be corrected. 3.3 ASPHALT PAVEMENT PATCHING A. Patching Bituminous Pavement: Replace the existing pavement with ½” HMA asphalt concrete pavement and compacted aggregate base course to either match the existing thickness as the existing HMA and base the asphalt paving section as shown on the plans, whichever is greater. 3.4 CLEANING A. After completion of paving operations, clean surfaces of excess or spilled asphaltic materials. B. Do not permit vehicular traffic on asphaltic paving until it has cooled and hardened, and in no case sooner than six (6) hours after placing. C. Provide barricades and warning devices to prevent traffic on asphalt paving and to alert pedestrians to the surface condition. END OF SECTION Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 32 13 13 October 20, 2021 CONCRETE PAVING CONCRETE PAVING Addendum 1 321313 - 1 2021.11.10 PART 1 - GENERAL 1.1 SUMMARY A. Work includes but is not limited to the following: 1. Provide concrete curb and gutters, vertical curb, and extruded curb as shown on the project drawings. 2. Provide concrete sidewalks, walkways, stairs, including curb ramps and slabs as shown on the project drawings and as required to provide complete and uniform pedestrian access. 1.2 RELATED SECTIONS A. Coordinate related work specified in other parts of the Project Manual, including but not limited to the following: 1. Section 31 10 00 – Site Clearing 2. Section 31 20 00 – Earth Moving 1.3 REFERENCES A. This Section incorporates by reference the latest revisions of the following documents. They are part of this section insofar as specified and modified herein. The Contractor shall have one copy of the each of the following documents at the job site. The bidder in submitting a bid acknowledges that he is familiar with the documents named in References and that they are incorporated into this document by reference. The Standard Plans and Specifications apply only to performance and materials and how they are to be incorporated into the work. The legal/contractual relationship sections and the measurements and payment sections do not apply to this document. 1. City of Renton Pre-Approved Plans, Current Edition. 2. Standard Plans WSDOT/APWA Standard Plans for Road, Bridge, and Municipal Construction. 3. WSDOT: 2020 Standard Specifications for Road, Bridge, and Municipal Construction 4. Soils Report Geotechnical Engineering Report, Family First Community Center, Prepared by The Riley Group, Inc. Dated June 8, 2018. 1.4 SUBMITTALS A. General: Submit in accordance with Section 01 30 00. B. Submit Certificates: Furnish certification that all materials comply with specification requirements; include laboratory test reports verifying compliance. Mixing plant to be member of Asphalt Paving Association of Washington (APAW) and approved by Architect. C. Contractor shall apply for a Standard ROW Use Permit through the City of Renton for all work in the ROW. D. Provide contact information and proof of licensure, including City business license, to the City of Renton. Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 32 13 13 October 20, 2021 CONCRETE PAVING CONCRETE PAVING Addendum 1 321313 - 2 2021.11.10 C. Provide Certificate of Insurance, naming the City of Renton as additional insured. Insurance minimums can be found at: https://edocs.rentonwagov/Documents/1/edoc/955847/Certificateof%20Ins urance%20Guidelines.pdf 1.5 LAYOUT AND DIMENSION A. Layout and Dimensions shall be in conformance with Section 31 10 00 “Site Preparation”. 1.6 QUALITY ASSURANCE A. Qualifications: Provide at least one person who shall be present at all times during the execution of this portion of the work who shall be thoroughly trained and experienced in placing the types of concrete specified and who shall direct all work performed under this section. B. Codes and Standards: Comply with the current City of Renton Standards. Comply with all requirements of APWA manual, latest edition. C. Concrete Testing: Comply with testing requirements of Section 03 01 00. D. Protection: Use all means necessary to protect curb, walk and slab materials before, during and after installation. Protect the installed work and materials of all other trades. E. Replacements: In the event of damage, repair or replace walks and slabs to the satisfaction of the Architect at no additional cost to the owner. 1.7 PROJECT SITE A. Existing Conditions: Where paving interferes with the completion of the Work cut out and dispose of at Contractor's expense. Upon completion of the Work, patch all such damaged pavement to match adjacent existing paving. B. Environmental Conditions: Do no work when base or earth sub-grade is wet or contains an excess amount of moisture. C. Protection & Controls: 1. Grade Control: Establish and maintain the required lines and grades, including crown and cross slopes, for each course of paving until completion and acceptance of the Work. 2. Traffic Control: Maintain vehicular and pedestrian traffic lanes during paving operations as required for other construction activities and for access to the existing building and facilities. The Contractor shall be responsible for the protection of the new paving against vehicular traffic. PART 2 - PRODUCTS 2.1 MATERIALS A. Form Materials: 1. Provide wood edge forms, Douglas Fir and Larch, number two grade minimum, seasoned, SAS, straight and true. 2. Special edge forms for radii shall be approved in advance by the Architect. Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 32 13 13 October 20, 2021 CONCRETE PAVING CONCRETE PAVING Addendum 1 321313 - 3 2021.11.10 B. On-site Concrete: shall be 3000 P.S.I., air-entrained, minimum 5-3/4 edge sacks per yard. Slump to be 4” maximum. Maximum aggregate size: ¾’’. C. Concrete for Driveway Aprons: shall be 4000 P.S.I., air-entrained, minimum 5-3/4 edge sacks per yard. Slump to be 4” maximum. Maximum aggregate size: ¾’’. Compressive strength shall be 3000 P.S.I. within three days. D. Joints: Refer to Landscape Architectural plans. E. Base Materials: See Specification 31 20 00 for Base Course materials. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify installation conditions as satisfactory to receive work of this Section. Do not install until unsatisfactory conditions are corrected. Beginning work constitutes Contractor's acceptance of conditions as satisfactory. 3.2 SURFACE CONDITIONS A. Inspection: Prior to all work of this Section, inspect work of other trades to verify that such work is complete to a point where curb and walk installation may properly commence. B. Verify that curbs and walks may be placed in accordance with the original design. C. Discrepancies: In the event of discrepancy, immediately notify the Architect. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved. 3.3 SURFACE PREPARATION A. Prepare subgrade for pouring of concrete. Provide minor excavation and hand preparation required for placement of base course. Remove all organic materials, fill all voids, compact soft spots and other soils disturbed by excavation to 95% maximum soil density. Moisture condition soil per Specification 312000, “Earth Moving”. 3.4 LAYOUT A. Form for all required walks and slabs to shapes, sizes, lines and dimensions indicated on the Drawings. Layouts to be in accordance with all lines and elevations established by survey data. 3.5 JOINTS A. Expansion Joints: Place expansion joints as shown on drawings and coordinate with curb expansion joints shown on the Drawings. Align joints with building columns and concrete seat walls. B. Score Joints: Place score lines as shown on the Drawings. Equally space between expansion joints. Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 32 13 13 October 20, 2021 CONCRETE PAVING CONCRETE PAVING Addendum 1 321313 - 4 2021.11.10 3.6 FINISHES A. Float and Trowel: Provide “broom finish” by lightly combing with a medium stiff broom. Provide “exposed aggregate” finish where shown on plans. 3.7 FINISH TOLERANCES A. Finish all walks and slabs to plus or minus 0.05 feet at any point from line and grade shown on the Drawings. B. Slope walks to drain as shown on the Drawings. Walks less than 8’-0” wide shall be sloped at ¼” per foot in the width direction of the walk or as shown on drawings. Slope all walks to drain away from the building. C. ADA paths shall conform to ADA regulations. 3.8 CURING A. Apply curing compound in strict accordance with manufacturer’s recommendations. END OF SECTION Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 32 17 23 October 20, 2021 PAVEMENT MARKINGS PAVEMENT MARKINGS 32 17 23 - 1 Addendum 1 2021.11.10 PART - 1 GENERAL 1.1 SECTION INCLUDES A. Work includes but is not limited to following: 1. Furnish and install pavement markings upon asphalt parking surfaces. 2. Furnish and install site parking signs as indicated. 1.2 RELATED SECTIONS A. Drawings and general provisions of Contract, including and Supplementary Conditions and Division 1 Specification Sections, apply to this section. Coordinate related work specified in other parts of the Project Manual, including but not limited to following: 1. Section 321200 - Asphalt Paving. 2. Section 321300 - Concrete Curbs 1.3 REFERENCES A. This Section incorporates by reference the latest revisions of the following documents. They are part of this section insofar as specified and modified herein. The Contractor shall have one copy of the each of the following documents at the job site. The bidder in submitting a bid acknowledges that he is familiar with the documents named in References and that they are incorporated into this document by reference. The Standard Plans and Policies apply only to performance and materials and how they are to be incorporated into the work. The legal/contractual relationship sections and the measurements and payment sections do not apply to this document. 1. King County Design and Construction Standards, 2016 Edition 2. WSDOT-APWA 2020 Standard Specifications for Road, Bridge, and Municipal Construction, (Herein: Standard Specifications) 3. Manual On Uniform Traffic Control Devices (MUTCD) Current Edition. 4. Federal Specification TT-P-115, Traffic Paint. 1.4 SUBMITTALS A. Submit under provisions of Division 013300. B. Submit Certificates: Furnish certification that all materials comply with specification requirements; include laboratory test reports verifying compliance. C. Contractor shall apply for a Standard ROW Use Permit through the City of Renton for all work in the ROW. D. Provide contact information and proof of licensure, including City business license, to the City of Renton. Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 32 17 23 October 20, 2021 PAVEMENT MARKINGS PAVEMENT MARKINGS 32 17 23 - 2 Addendum 1 2021.11.10 C. Provide Certificate of Insurance, naming the City of Renton as additional insured. Insurance minimums can be found at: https://edocs.rentonwagov/Documents/1/edoc/955847/Certificateof%20I nsurance%20Guidelines.pdf 1.5 SAMPLING AND TESTING A. Store materials proposed for use on the project site in sealed and labeled containers or segregate at source of supply, sufficiently in advance of needs. Clearly identify materials by designated name, specification number, batch number, intended use and quantity formulation number, project contract number, intended use, and quantity involved. At the discretion of the Owner’s Representative, material may be approved for use based on the following data furnished by the Contractor. 1. A test report showing that the proposed batch meets all specified requirements 1.6 TEMPORARY TRAFFIC CONTROLS A. Place suitable warning signs for alerting approaching traffic. Place traffic cones or markers along newly painted lines to control traffic and prevent damage to newly painted surfaces. B. Contractor shall review all proposed temporary and permanent striping and channelization with the owner prior to installation. PART - 2 PRODUCTS 2.1 TRAFFIC PAINT A. Paint shall be lead free, Low VOC Solvent Based or Waterborne paint per Section 9-34.2 of the Standard Specifications. B. Paint shall be delivered and stored in sealed containers that plainly show the designated name, formulation, or specification number, batch number, color, date of manufacture, manufacturer's name, formulation number and directions, all of which shall be printed legibly at time of use. The paint shall be homogeneous, easily stirred to a smooth consistency, and shall show no hard settlement or other objectionable characteristics. C. Color shall conform to Section 9-34.2(2) of the Standard Specifications. 2.2 SITE SIGNS A. Fire Lane Signs shall read “NO PARKING – FIRE LANE”. 1. Signs shall be located at the entrance to each fire lane and at 150-foot intervals along the route. 2. Signs shall measure 12” x 18” and have red letters on a white background. B. Site Signs shall be 80-millimeter anodized aluminum with engineer grade reflective sheeting and graffiti film. Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 32 17 23 October 20, 2021 PAVEMENT MARKINGS PAVEMENT MARKINGS 32 17 23 - 3 Addendum 1 2021.11.10 C. Sign mounting hardware and fasteners shall be stainless steel or hot-dipped galvanized. D. Signposts shall be a minimum 2” diameter Schedule 40 galvanized pipe with top caps, or approved equal. PART - 3 EXECUTION 3.1 EXAMINATION A. Verify installation conditions as satisfactory to receive work of this Section. Do not install until unsatisfactory conditions are corrected. Beginning work constitutes your acceptance of conditions as satisfactory. 1. Pavement markings shall conform to Section 8-22 of the Standard Specifications. 2. All permanent signs shall conform to Section 8-21 of the Standard Specifications. 3.2 PREPARATION A. All surfaces shall be dry, free of any loose debris, and within the proper temperature range prior to striping. When required by the pavement marking manufacturer’s installation instructions, pavement markings that will adversely affect the bond of new pavement marking material to the roadway surface shall be removed from pavement surfaces in accordance with Section 8-22.3(6) of the Standard Specifications. B. Apply materials to new HMA that is sufficiently cured according to the manufacturer’s recommendations. Typically, Type D material applied to new HMA pavement requires a pavement cure period of 21 days. This cure period may be reduced if the manufacturer performs a successful bond test and approves the reduction of the pavement cure period. C. For new Portland cement concrete surfaces, remove curing compounds and laitance by an approved mechanical means. Air blast the pavement with a high-pressure system to remove extraneous or loose material. Apply materials to concrete that has reached a minimum compressive strength of 2,500 psi and that is sufficiently cured according to the manufacturer’s recommendations. Typically, Type D material applied to Portland cement concrete pavement requires a pavement cure period of 28 days. This cure period may be reduced if the manufacturer performs a successful bond test and approves the reduction of the pavement cure period. D. After the pavement surface is clean and dry, apply primer as recommended by the manufacturer to the area receiving the pavement markings. Apply the primer in a continuous, solid film according to the recommendations of the primer manufacturer and the pavement markings manufacturer. 3.3 APPLICATION A. Paint Application shall be per Section 8.22.3(3)E of the Standard Specifications. B. Application thickness shall be per Section 8.22.3(3)F of the Standard Specifications. Coughlin Porter Lundeen FAMILY FIRST COMMUNITY CENTER Bid Documents SECTION 32 17 23 October 20, 2021 PAVEMENT MARKINGS PAVEMENT MARKINGS 32 17 23 - 4 Addendum 1 2021.11.10 C. Provide guidelines and templates as necessary to control paint application. Take special precautions in marking letters and symbols. Sharply outline edges of marking. The maximum drying time requirement of the paint specifications shall be strictly enforced, to prevent undue softening of bitumen, and pickup, displacement, or discoloration by tires of traffic. Discontinue painting operations if there is a deficiency in drying of the marking, until cause of the slow drying is determined and corrected. D. Parking Area: 1. Parking stall striping shall be 4 inches wide painted white unless otherwise noted on the plans. 2. Handicapped Parking Stall Symbol shall be in accordance with Figure 3B-22 of the MUTCD. The boarder and ADA symbol shall be white with a blue background. 3.4 SIGN INSTALLATION A. Install signs at locations as shown on plans and in accordance with Section 8-21.3(2) of the Standard Specifications and MUTCD. 3.5 CLEANING A. Leave premises clean and free of residue of work of this Section. END OF SECTION 32 17 23 Baylis Architects Family First Community Center Bid Set APPENDIX D October 20, 2021 EXHIBITS A & B Appendix D - 1 Addendum 01 2021.11.10 APPENDIX D EXHIBITS A & B Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 00 00 10 October 20, 2021 TABLE OF CONTENTS Project #16-0996 00 00 10 - 1 Addendum 01 2021.11.10 DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS 00 11 13 Advertisement for Bids 00 11 14 Synopsis of Bidding Information 00 21 13 Instructions to Bidders 00 31 00 Available Project Information ...................................................................... ADD 01 00 42 10 Bid Submittal Checklist 00 52 00 Agreement Between Owner and Contractor (Sample) 00 52 00 Standard Form of Agreement - A101-2017 (7-26-2021) 00 72 00 General Conditions 00 72 00 General Conditions AIA Document A201 – 2017 00 80 00 Forms Form A - Bid Form ....................................................................................... ADD 01 Form B – Proposal Bid Bond Form C – List of Subcontractors, Part One (Submissions of HVAC, Plumbing, Electrical Subcontractors) Form D – List of Subcontractors, Part Two (Submission of Structural Steel and Rebar Subcontractors) Form E - Contractor Qualifications/Evaluation Form F – Qualifications of Project Key Personnel Form G – Contract Bond Form DIVISION 01 - GENERAL REQUIREMENTS 01 10 00 Summary 01 11 50 Delegated Design and Deferred Submittals 01 20 00 Price and Payment Procedures 01 21 00 Allowances .................................................................................................. ADD 01 01 23 00 Alternates 01 30 00 Administrative Requirements ...................................................................... ADD 01 01 35 15 LEED Certification Procedures 01 40 00 Quality Requirements 01 42 00 References 01 43 39 Mockups 01 45 54 Building Envelope Air Barrier Testing 01 50 00 Temporary Facilities and Controls 01 57 21 Indoor Air Quality Controls 01 60 00 Product Requirements 01 60 01 Substitution Request Form 01 73 00 Execution 01 74 19 Construction Waste Management and Disposal 01 77 00 Closeout Procedures 01 91 13 General Commissioning Requirements DIVISION 02 – EXISTING CONDITIONS NOT USED DIVISION 03 - CONCRETE 03 30 00 Cast-In-Place Concrete 03 35 13 Concrete Floor and Architectural CIP Finishing 03 35 36 Polished Concrete Finishing 03 54 00 Cast Underlayment ..................................................................................... ADD 01 Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 00 00 10 October 20, 2021 TABLE OF CONTENTS Project #16-0996 00 00 10 - 2 Addendum 01 2021.11.10 DIVISION 04 - MASONRY NOT USED DIVISION 05 - METALS 05 05 13 Shop - Applied Coatings for Metal 05 12 00 Structural Steel Framing 05 50 00 Metal Fabrications 05 52 13 Pipe and Tube Railings DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES 06 10 00 Rough Carpentry 06 16 00 Sheathing 06 18 00 Glued-Laminated Construction 06 20 20 Finish Carpentry 06 41 00 Architectural Wood Casework DIVISION 07 - THERMAL AND MOISTURE PROTECTION 07 13 00 Sheet Waterproofing ................................................................................... ADD 01 07 14 00 Fluid Applied Waterproofing ........................................................................ ADD 01 07 19 00 Water Repellents 07 21 00 Thermal Insulation 07 26 16 Under-Slab Vapor Barrier 07 27 27 Self-Adhered Sheet Air and Water Barriers 07 42 13 Metal Wall Panels 07 54 16 Ethylene Interpolymer (KEE) Roofing ......................................................... ADD 01 07 54 19 Polyvinyl-Chloride Roofing 07 55 63 Vegetated Roof Covering 07 62 00 Sheet Metal Flashing and Trim 07 72 00 Roof Accessories 07 90 05 Joint Sealers 07 92 13 Exterior Joint Sealants DIVISION 08 - OPENINGS 08 11 13 Hollow Metal Doors and Frames 08 15 73 Interior Sliding Doors 08 31 00 Access Doors and Panels 08 52 01 Fiberglass-Framed Storefronts, Entries and Windows 08 71 00 Door Hardware 08 80 00 Glazing 08 83 00 Mirrors 08 91 00 Louvers DIVISION 09 - FINISHES 09 05 10 Flooring Moisture Measurement and Mitigation ......................................... ADD 01 09 21 16 Gypsum Board Assemblies 09 31 00 Tiling ............................................................................................................. ADD01 09 51 00 Acoustical Ceilings 09 64 00 Wood Flooring 09 65 00 Resilient Flooring Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 00 00 10 October 20, 2021 TABLE OF CONTENTS Project #16-0996 00 00 10 - 3 Addendum 01 2021.11.10 09 68 13 Tile Carpeting 09 83 11 Acoustical Components 09 90 00 Painting and Coating 09 96 53 Elastomeric Coating DIVISION 10 - SPECIALTIES 10 11 00 Visual Display Surfaces 10 14 00 Signage 10 21 13 Toilet Compartments 10 26 00 Wall and Corner Protection 10 28 00 Toilet Accessories 10 44 00 Fire Protection Specialties 10 51 00 Lockers ...................................................................................................... ADD 01 10 80 13 Miscellaneous Specialties DIVISION 11 - EQUIPMENT 11 01 14 Fall Arrest & Fall Restraint System 11 31 00 Appliances 11 66 23 Gymnasium Equipment ............................................................................... ADD 01 11 70 00 Healthcare Equipment DIVISION 12 - FURNISHINGS 12 20 00 Window Treatments 12 36 00 Countertops DIVISION 13 – SPECIAL CONSTRUCTION NOT USED DIVISION 14 - CONVEYING EQUIPMENT NOT USED DIVISION 21 – FIRE SUPPRESSION 21 00 00 Fire Suppression General Conditions 21 05 00 Common Work Results for Fire Suppression 21 13 13 Wet-Pipe Sprinkler Systems 21 13 16 Dry-Pipe Sprinkler Systems DIVISION 22 – PLUMBING 22 00 00 Plumbing General Conditions 22 05 00 Common Work Results for Plumbing 22 07 00 Plumbing Insulation 22 08 00 Commissioning of Plumbing 22 11 00 Facility Water Distribution 22 11 16 PEX Domestic Water Piping 22 13 00 Facility Sanitary Sewerage 22 14 00 Facility Storm Drainage 22 23 00 Natural Gas Systems 22 30 00 Plumbing Equipment 22 40 00 Plumbing Fixtures 22 60 00 Medical Gas Equipment 22 69 00 Medical Gas Piping System Certification Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 00 00 10 October 20, 2021 TABLE OF CONTENTS Project #16-0996 00 00 10 - 4 Addendum 01 2021.11.10 DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) 23 00 00 HVAC General Conditions 23 05 00 Common Work Results for HVAC 23 05 93 Testing, Adjusting, and Balancing 23 07 00 HVAC Insulation 23 08 00 Commissioning of HVAC 23 09 00 Instrumentation and Control for HVAC 23 23 00 Refrigerant Piping 23 31 00 HVAC Ducts and Casings 23 33 00 Air Duct Accessories 23 34 00 HVAC Fans 23 37 00 Air Outlets and Inlets 23 72 00 Energy Recovery Units 23 74 00 Outdoor Air Handling Units 23 81 26 Split-System Air Conditioners & Heat Pumps 23 81 43 Air-Cooled Variable Refrigerant Flow Heat Pumps DIVISION 26 – ELECTRICAL 26 00 00 Electrical General Conditions 26 05 00 Common Work Results for Electrical 26 05 19 Low Voltage Electrical Power Conductors and Cables 26 05 26 Grounding and Bonding for Electrical Systems 26 05 33 Raceways and Boxes for Electrical Systems 26 05 53 Identification for Electrical Systems 26 05 73 Electrical Systems Studies 26 08 00 Commissioning of Electrical Systems 26 09 23 Lighting Control Devices 26 24 13 Switchboards 26 24 16 Panelboards 26 27 13 Electricity Metering 26 27 26 Wiring Devices 26 28 13 Fuses and Enclosed Switches and Circuit Breakers 26 51 19 Interior and Exterior Lighting DIVISION 27 – COMMUNICATIONS 27 00 00 Low Voltage General Conditions DIVISION 28 – ELECTRONIC SAFETY AND SECURITY 28 46 00 Fire Alarm General Conditions DIVISION 31 – EARTHWORK 31 10 00 Site Clearing ................................................................................................ ADD 01 31 20 00 Earth Moving ............................................................................................... ADD 01 31 25 00 Temporary Erosion Control ......................................................................... ADD 01 DIVISION 32 – EXTERIOR IMPROVEMENTS 32 12 16 Asphalt Paving ............................................................................................ ADD 01 32 13 13 Concrete Paving .......................................................................................... ADD 01 32 17 23 Pavement Markings .................................................................................... ADD 01 32 30 00 Site Improvements 32 80 00 Irrigation Baylis Architects FAMILY FIRST COMMUNITY CENTER Bid Set SECTION 00 00 10 October 20, 2021 TABLE OF CONTENTS Project #16-0996 00 00 10 - 5 Addendum 01 2021.11.10 32 90 00 Planting DIVISION 33 – UTILITIES 33 10 00 Water Distribution System 33 30 00 Sanitary Sewer System 33 40 00 Storm Drainage System APPENDICES APPENDIX A Construction Mitigation APPENDIX B Interior HVAC Noise Control Report APPENDIX C Healthpoint Cutsheets APPENDIX D Exhibit A and Exhibit B ................................................................................ ADD 01 APPENDIX E Geotechnical Report APPENDIX F School District Requirements APPENDIX G RSD Student Calendar 2021-2022 APPENDIX H Pre Bid Attendees and Questions ............................................................... ADD 01 APPENDIX I Approved Substitution Request Forms ....................................................... ADD 01 END OF SECTION AIA DOCUMENT A101-2017 EXHIBIT B Addendum 01 2021.11.10 FAMILY FIRST COMMUNITY CENTER DRAWING SHEET INDEX BID SET October 20, 2021 GENERAL INFORMATION AND DATA SHEETS A001 COVER SHEET A002 CODE SUMMARY A003 OCCUPANCY AND EXITING DIAGRAM SURVEY SV 1OF3 TOPOGRAPHIC & BOUNDARY SURVEY SV 2OF3 TOPOGRAPHIC & BOUNDARY SURVEY SV 3OF3 TOPOGRAPHIC & BOUNDARY SURVEY CIVIL C000 COVER SHEET C100 DEMOLITION & TESC PLAN C110 CITY OF RENTON DEMOLITION AND TESC DETAILS C111 DEMOLITION & TESC DETAIL C200 GRADING & DRAINAGE PLAN C210 GRADING & DRAINAGE DETAILS C211 GRADING & DRAINAGE DETAILS C212 CITYOF RENTON PAVING DETAILS C213 CITY OF RENTON GRADING & DRAINAGE DETAILS C220 SITE SECTION C230 RAMP GRADING DETAILS C240 DRAINAGE PROFILES C250 STORMTECH CHAMBER PLAN C251 SC-3500 STORMTECH CHAMBER PLAN C300 PAVING, CHANNELIZATION, HORIZONTAL CONTROL PLAN C310 PAVING DETAILS C311 CITY OF RENTON PAVING DETAILS C312 CITY OF RENTON PAVING DETAILS C400 UTILITY PLANSC C410 UTILITY DETAILS C501 WATER MAIN NOTES AND VICINITY MAP C502 WATER MAIN PLAN AIA DOCUMENT A101-2017 EXHIBIT B Addendum 01 2021.11.10 C503 CONSTRUCTION PROVISIONS C504 WATER MATERIALS AND SURFACE RESTORATION C505 WATER DETAILS C506 WATER DETAILS C601 SEWER VICINITY PLAN AND NOTES C602 SEWER PLAN AND PROFILE C603 CONSTRUCTION PROVISIONS C604 MATERIALS AND SURFACE RESTORATION C605 SEWER DETAILS STRUCTURAL S001 GENERAL STRUCTURAL NOTES S002 GENERAL STRUCTURAL NOTES S003 PLAN NOTES AND LEGENDS S101 FOUNDATION PLAN S102 ROOF FRAMING PLAN S301 TYPICAL CONCRETE DETAILS S302 CONCRETE DETAILS S601 TYPICAL WOOD FRAME DETAILS S602 WOOD FRAME DETAILS S603 WOOD FRAMING DETAILS S605 SHEARWALL SCHEDULE AND DETAILS ARCHITECTURAL A010a ACCESSIBILITY STANDARDS GENERAL AND COMMON AREAS A100.a OVERALL SITE PLAN A100.b SITE PLAN A101 FLOOR PLAN A102 ENLARGED FLOOR PLAN A103 ENLARGED FLOOR PLAN A104 ROOF PLAN A105 RCP A106 FURNITURE, FIXTURE & EQUIPMENT PLAN A201 EXTERIOR ELEVATIONS A301 BUILDING SECTIONS A351 WALL SECTIONS A352 WALL SECTIONS A501 ASSEMBLIES A502 DOOR SCHEDULE AIA DOCUMENT A101-2017 EXHIBIT B Addendum 01 2021.11.10 A503 WINDOW SCHEDULE A504 GALLERY GLAZING ELEVATIONS A601 CONCRETE AND SITE DETAILS A602 EXTERIOR DETAILS A603 DOOR & WINDOW DETAILS A604 ROOF DETAILS A605 INTERIOR DETAILS A606 SUNSHADE PLAN & DETAILS HEALTHPOINT HP 100 ENLARGED PLAN - FINISH HP 200 INTERIOR ELEVATIONS HP 201 INTERIOR ELEVATIONS HP 202 INTERIOR ELEVATIONS HP 203 INTERIOR ELEVATIONS HP 300 INTERIOR DETAILS HP 301 INTERIOR DETAILS BUILDING ENVELOPE BE000 GENERAL NOTES BE010 AIR BARRIER DIAGRAMS BE020 WATERPROOFING ASSEMBLIES BE030 WATERPROOFING EXTENTS BE100 BELOW GRADE DETAILS BE200 WALL DETAILS BE201 WALL DETAILS BE300 FLANGED WINDOW INSTALLATION BE301 NON-FLANGED WINDOW INSTALLATION BE302 FLANGED WINDOW DETAILS BE303 NON-FLANGED WINDOW DETAILS BE304 DOOR & LOUVER DETAILS BE500 ROOF DETAILS BE501 ROOF DETAILS BE502 ROOF DETAILS LANDSCAPE L100 SITE PLAN L200 LANDSCAPE PLAN AIA DOCUMENT A101-2017 EXHIBIT B Addendum 01 2021.11.10 L201 LANDSCAPE ROOF PLAN, SCHEDULE & DETAILS L202 TREE RETENTION PLAN L203 TREE RETENTION WORKSHEET & DETAILS L300 IRRIGATION PLAN L301 IRRIGATION LEGEND & DETAILS L302 IRRIGATION ROOF PLAN & DETAILS L303 RECORD PLANS OF EXISTING IRRIGATION SYSTEM L400 LANDSCAPE DETAILS L401 LANDSCAPE DETAILS INTERIOR I-1.0 FLOOR PLAN I-1.1 FLOOR FINISH PLAN I-1.2 INTERIOR RCP PLAN I-3.0 INTERIOR ELEVATIONS I-3.1 INTERIOR ELEVATIONS I-3.2 INTERIOR ELEVATIONS I-3.3 INTERIOR ELEVATIONS I-3.4 INTERIOR ELEVATIONS I-3.5 INTERIOR ELEVATIONS I-3.6 INTERIOR ELEVATIONS I-3.7 INTERIOR ELEVATIONS I-3.8 INTERIOR ELEVATIONS 1-3.9 INTERIOR ELEVATIONS I-4.0 CASEWORK I-5.0 SECTIONS I-5.1 SECTIONS I-6.0 DETAILS I-6.1 DETAILS I-7.0 FINISH LEGEND ELECTRICAL E001 COVER SHEET E002 GENERAL NOTES E010 ONE-LINE DIAGRAM E020E011 SCHEDULE E050 ELECTRICAL SITE PLAN E051 SITE LIGHTING E101 FLOOR PLAN - POWER PLAN AIA DOCUMENT A101-2017 EXHIBIT B Addendum 01 2021.11.10 E102 MECHANICAL POWER PLAN E103 ROOF PLAN - POWER PLAN E110 ENLARGED POWER PLANS & DETAILS E121 LOW VOLTAGE DEVICE PLAN E200 SCHEDULES - LIGHTING FIXTURE E201 FLOOR PLAN - LIGHTING PLAN E202 LIGHTING CONTROL DETAILS E300 ELECTRICAL DETAILS MECHANICAL M001 COVER SHEET M002 SCHEDULES M101 HVAC FLOOR PLAN M102 HVAC ENLARGED FLOOR PLAN (HEALTHPOINT) M103 HVAC ROOF PLAN M301 DETAILS M302 DETAILS M303 DETAILS M304 DETAILS M401 SECTIONS M402 SECTIONS PLUMBING P001 COVER SHEET P002 SCHEDULES P100 PLUBING FOUNDATION PLAN P101 PLUMBING FLOOR PLAN P102 PLUMBING ENLARGED FLOOR PLAN (HEALTHPOINT) P103 ROOF PLAN P301 DETAILS P302 DETAILS P303 DETAILS P401 SECTIONS Baylis Architects Family First Community Center Addendum 01 APPENDIX H November 10, 2021 Pre-Bid Attendees and Questions Appendix H - 1 APPENDIX H Pre-Bid Attendees and Questions Family First Community Center – Pre-Bid Conference 11/02/2021 2;00 pm Attendees and questions: 13:55:26 From Baylis Architects to Everyone: Please sign in here. 13:56:04 From Kara - CDK Construction to Everyon e: Kara with CDK Construction Johncoy@cdkconstruction.com 425-788-8441 13:56:17 From jduggat to Everyone: Tim Duggan Johnson Controls Fire Protection LP timothy.duggan@jci.com -9520 10th Ave South, Seattle, WA 98108- 253-514-1358 13:56:23 From Mitch Neeley - Neeley Construction to Everyone: Mitch Neeley 13:57:09 From Mitch Neeley - Neeley Construction to Everyone: Mitch Neeley - Neeley Construction - bids@neeleyco rp.com - 253-845-8838 13:58:58 From Tim Bjella to Everyone: Tim Bjella- Allied Construction Associates, Inc. 13:59:00 From michelleh to Everyone: Michelle Hallen 13:59:21 From Monique - Christensen Inc. to Ever yone: Monique Howsmon, Christensen Inc. GC, projadmin@cincgc.com 13:59:28 From Daryn Gilstrap - Berschauer Group t o Everyone: Daryn Gilstrap - Berschauer Group - 360-402-5354 - daryn.gilstrap@berschauergroup.com 13:59:28 From Baylis Architects to Everyone: Please sign in with Name, Company, and email. 13:59:35 From Dani Graham to Everyone: Jim seitz and Dani Graham - Petra Inc, jseitz@petr ainc.net 13:59:39 From Luke Comer to Everyone: Luke Comer - COMER GC, Inc. luke@comergc.com, estimating@comergc.com 13:59:40 From michelleh to Everyone: Michelle Hallen FORMA Construction estimating@form acc.com 360-754-5788 13:59:46 From Tim Bjella to Everyone: Tim Bjella- Allied Construction Associates, Inc. 425-259-6057. bids@alliedconstruction.net 13:59:48 From Callie Roberts - WDG to Everyone: Callie Roberts, Weisman Design Group, callie@wdginc.com 14:00:06 From Amy Sparks to Everyone: Project Name September 4, 2018 Page 2 of 3 Amy Sparks - Healthpoint Amy@sparksmgmt.com 14:00:45 From Chris Lombardo to Everyone: Chris Lombardo, ArchEcology 14:00:53 From Chris Lombardo to Everyone: chrisl@archecology.com 14:00:55 From Chris Johnson - Beresford to Everyone: Chris Johnson Beresford Company chrisj@chberesford.com 14:01:26 From Vicki to Everyone: Vicki Hammond, CFO HealthPoint 14:01:44 From jon.lindberg@bayley.net to Everyone: Jon Lindberg-Bayley Construction (206)621-8884 14:02:08 From Nancy Henderson to Everyone: Nancy Henderson 14:02:12 From Vicki to Everyone: Vicki Hammond, CFO HealthPoint 14:02:22 From Vicki to Everyone: opps vhammond@healthpointchc.org 14:02:32 From Keith Kruger to Everyone: Keith Kruger, keithk@cplinc.com, Coughlin Porter L undeen 14:02:39 From Nancy Henderson to Everyone: Nancy Henderson, ArchEcology nancyh@archecology.com 14:02:46 From jon.lindberg@bayley.net to Everyone: Jon Lindberg-Bayley Construction (206)621-8884 jon .lindberg@bayley.net 14:02:51 From Nick Hagan to Everyone: Nick Hagan, Weisman Design Group; nick@wdginc.com 14:02:52 From Jesse (Miller Hayashi) to Everyone: Jesse Chapman - Miller Hayashi Architects; jessech apman@millerhayashi.com 14:03:04 From Naomi Medley - CPL to Everyone: Naomi Medley, Coughlin Porter Lundeen, naomim@cplinc.com 14:04:47 From Jon Scofield to Everyone: Jon Scofield, COMER GC 14:08:43 From Chad Johnson to Everyone: Chad Johnson, Mondo Sport Flooring 14:08:50 From Chad Johnson to Everyone: cjohnson@mondousa.com 14:11:21 From Monique - Christensen Inc. to Ever yone: What is the engineers estimate? Project Name September 4, 2018 Page 3 of 3 14:12:08 From Jon Scofield to Everyone: Jon Scofield , COMER GC, jon@comergc.com 14:14:54 From dwight to Everyone: Dwight Doty, Objectspace (interiors), dwight@objectandspace.com 14:16:16 From Chris Lombardo to Everyone: Yes 14:22:13 From Suad Jazvin to Everyone: Low voltage cabling questions 14:38:54 From Nathan Byers SBA to Everyone: Nathan Byers, Sider + Byers 14:39:03 From Nathan Byers SBA to Everyone: nathan@siderbyers.com 14:44:15 From Suad Jazvin to Everyone: How many cat 6a cables is required for wap and cam era locations.Does cables to be pulled underslab are required to be for outside use. Are backbone cables going to be fiber optic cables and what is strand count. Who is providing patch cord cables and how many. 14:45:02 From Ben Barlow (CPL) to Everyone: Ben Barlow, Coughlin Porter Lundeen, Structural Engineer, benb@cplinc.com 14:46:20 From Monique - Christensen Inc. to Ever yone: Thank you. 14:51:40 From Suad Jazvin to Everyone: Is there two different low voltage bids one for healthpointe and one for general area. Link to recording of Pre-Bid Conference: https://us02web.zoom.us/rec/share/j6pZeWmAnu1pXLaOeK5s7x3DRCLr2a32d- 7URouywARjwKcsWKztasB_p-BEKRF5.u37llqbJmzjvEDjH Passcode: g649h*2L Questions from Pre-Bid Conference: “What is the Engineer’s Estimate?” Response: The Construction Cost Estimate is $11,000,000. “Low Voltage cabling questions.” “How many cat 6a cables is required for wap and camera locations.Does cables to be pulled underslab are required to be for outside use. Are backbone cables going to be fiber optic cables and what is strand count. Who is providing patch cord cables and how many.” “Is there two different low voltage bids one for healthpointe and one for general area.” Response: The Low Voltage is a design/build scope of work. See Specification Section 26 00 00 Electrical Gene ral Conditions for information. Baylis Architects Family First Community Center Addendum 01 APPENDIX I November 10, 2021 Approved Substitution Request Forms Appendix I - 1 APPENDIX I Approved Substitution Request Forms Meredith Everist, Baylis Architects 11/9/2021 OWNEROWNEROWNEROWNER CITY OF RENTON, COMMUNITY SERVICESCITY OF RENTON, COMMUNITY SERVICESCITY OF RENTON, COMMUNITY SERVICESCITY OF RENTON, COMMUNITY SERVICES Phone: (425) 430-6617 Email: kbeymer@rentonwa.gov Email: rwoodruff@rentonwa.gov ARCHITECTARCHITECTARCHITECTARCHITECT BAYLIS ARCHITECTS, INC.BAYLIS ARCHITECTS, INC.BAYLIS ARCHITECTS, INC.BAYLIS ARCHITECTS, INC.Phone: (425) 454-0566 Fax: (425) 453-8075 STRUCTURAL ENGINEERSTRUCTURAL ENGINEERSTRUCTURAL ENGINEERSTRUCTURAL ENGINEER COUGHLIN PORTER LUNDEEN Phone: (206) 343-0460 Email: benb@cplinc.com CIVIL ENGINEERCIVIL ENGINEERCIVIL ENGINEERCIVIL ENGINEER COUGHLIN PORTER LUNDEENCOUGHLIN PORTER LUNDEENCOUGHLIN PORTER LUNDEENCOUGHLIN PORTER LUNDEEN Phone: (206) 343-0460 Email: keithk@cplinc.com SURVEYORSURVEYORSURVEYORSURVEYOR TERRANETERRANETERRANETERRANE Phone: (425)458-4488 Fax: (425) 671-0170 Email: theresaa@terrane.net TRAFFIC ENGINEERTRAFFIC ENGINEERTRAFFIC ENGINEERTRAFFIC ENGINEER TRANSPORTATION ENGINEERS NORTHWEST (TENW)TRANSPORTATION ENGINEERS NORTHWEST (TENW)TRANSPORTATION ENGINEERS NORTHWEST (TENW)TRANSPORTATION ENGINEERS NORTHWEST (TENW) Phone: (206) 361-7333 x101 Fax: (206) 361-7333 Email: mikeread@tenw.com LANDSCAPE ARCHITECTLANDSCAPE ARCHITECTLANDSCAPE ARCHITECTLANDSCAPE ARCHITECT WEISMAN DESIGN GROUP, INCWEISMAN DESIGN GROUP, INCWEISMAN DESIGN GROUP, INCWEISMAN DESIGN GROUP, INC Phone: (206) 322-xxxx Fax: (xxx) xxx-xxxx Email: Nick@wdginc.com GEOTECHNICAL GEOTECHNICAL GEOTECHNICAL GEOTECHNICAL ----SOILS ENGINEERSOILS ENGINEERSOILS ENGINEERSOILS ENGINEER RILEY GROUPRILEY GROUPRILEY GROUPRILEY GROUP Phone: (425) 415-0551 Fax: (425) 415-0311 Email: rwang@riley-group.com MECHANICAL/PLUMBING/FIREMECHANICAL/PLUMBING/FIREMECHANICAL/PLUMBING/FIREMECHANICAL/PLUMBING/FIRE SIDER + BYERSSIDER + BYERSSIDER + BYERSSIDER + BYERS Phone: (206) 285-2966 Email: Nathan@siderbyers.com ELECTRICAL ELECTRICAL ELECTRICAL ELECTRICAL SIDER + BYERSSIDER + BYERSSIDER + BYERSSIDER + BYERS Phone: (206) 285-2966 Email: ryan@siderbyers.com INTERIORSINTERIORSINTERIORSINTERIORS OBJECT SPACEOBJECT SPACEOBJECT SPACEOBJECT SPACE Phone: (206) 819-5020 Email: dwight@objectandspace.com 1055 S Grady Way Renton, WA 98057 Contact: Kelly Beymer Contact: Russ Woodruff 10801 Main Street, Suite 110 Bellevue, WA 98004 Contact: Meredith Everist 801 Second AVE, Suite 900 Seattle, Washington 98104 Contact: Ben Barlow 801 Second AVE, Suite 900 Seattle, Washington 98104 Contact: Keith Kruger 10801 Main Street, STE 102 Bellevue, WA 98004 Contact: Theresa Auld PO BOX 65254 Seattle, WA 98155 Contact: Mike Read 2329 E Madison ST Seattle, Washington 98112 Contact: Nick Hagan 17522 Bothell Way NE Bothell, WA 98011 Contact: Ricky Wang 192 Nickerson ST, Suite 300 Seattle, Washington 98109 Contact: Nathan Byers 192 Nickerson ST, Suite 300 Seattle, Washington 98109 Contact: Ryan Arp 3445 California AVE SW, Studio 1 Seattle, WA 98116 Contact: Dwight Doty BUILDING ENVELOPEBUILDING ENVELOPEBUILDING ENVELOPEBUILDING ENVELOPE 4EA BUILDING SCIENCE4EA BUILDING SCIENCE4EA BUILDING SCIENCE4EA BUILDING SCIENCE Phone: (206) 728-2358 Email: bcarmichael@jrsengineering.com12721 30th Avenue Northeast 2nd Floor Seattle, WA 98125 Contact: Brad Carmichael SUSTAINABILITY SUSTAINABILITY SUSTAINABILITY SUSTAINABILITY ARCH ECOLOGYARCH ECOLOGYARCH ECOLOGYARCH ECOLOGY Phone: (206) 860-2904 Email: nancyh@archecology.com1808 Bellevue Ave #202 Seattle, WA 98122 Contact: Nancy Henderson 1. GENERAL NOTES DO NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITIES DOCUMENTED IN AIA FORM A201 GENERAL CONDITIONS AND SUPPLEMENTAL GENERAL CONDITIONS OR INFORMATION CONTAINED WITHIN THE DRAWINGS OR PROJECT MANUAL. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES TO ASSURE COMPLIANCE WITH DRAWINGS AND PROJECT MANUAL. 3. CONSULTANT'S DRAWINGS INCLUDING BUT NOT LIMITED TO STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL, AND INTERIOR DESIGN ARE SUPPLEMENTARY TO THE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES IDENTIFIED BETWEEN THE CONSULTANT'S DRAWINGS WITH A WRITTEN REQUEST FOR CLARIFICATION. WORK INSTALLED IN CONFLICT WITH THE DRAWINGS AND PROJECT MANUAL SHALL BE CORRECTED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 4. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION . WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO APPROVAL BY THE ARCHITECT. 5. THE CONTRACTOR SHALL INVESTIGATE EXISTING CONDITIONS BEFORE BEGINNING WORK. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT INDICATED IN THE DRAWINGS AND PROJECT MANUAL, AND PROVIDED BY OTHERS. 7. THE CONTRACTOR SHALL PROVIDE ALL BLOCKING, BUCK-OUTS, BACKING AND JACKS AS REQUIRED FOR THE WORK, UNLESS NOTED OTHERWISE. 8. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR INSPECTING THE WORKMANSHIP OF SUBCONTRACTORS PRECEDING. DISCREPANCIES IN WORK SHALL BE REPORTED TO THE CONTRACTOR IMMEDIATELY. FAILURE TO DO SO IN A TIMELY MANNER SHALL BE CONSTRUED AS ACCEPTANCE OF THAT WORK. 9. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT WORK CAUSED BY THE SUBCONTRACTOR, IT'S AGENTS, OR EMPLOYEES. SUBCONTRACTOR SHALL REPAIR SAID DAMAGE AT THE SUBCONTRACTOR'S EXPENSE. 10. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH, INSTALL, CONNECT OR SECURE" AS REQUIRED. 11. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 12. DO NOT SCALE DRAWINGS; USE WRITTEN DIMENSIONS. IN THE EVENT THAT DISCREPANCIES ARE FOUND IN THE DRAWINGS, THE CONTRACTOR SHALL IMMEDIATELY CLARIFY SAID CONDITION WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 13. ALL INFORMATION RELATED TO EXISTING CONDITIONS HAS BEEN REPRESENTED TO THE BEST KNOWLEDGE OF THE ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY EXISTING CONDITIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES THAT WOULD EFFECT THE CONSTRUCTION OF THE PROJECT BEFORE STARTING THE WORK. 14. DIMENSIONS ARE TO THE FACE OF FRAMING, FACE OF CONCRETE, GRID LINES, OR CENTERLINE OF COLUMNS, DOORS AND WINDOWS UNLESS NOTED OTHERWISE. 15. REFER TO ARCHITECTS' STANDARDS FOR SYMBOLS AND ABBREVIATIONS FOR CLARITY OF DRAWINGS. IF A SYMBOL OR ABBREVIATION IS IDENTIFIED ON THE ARCHITECTURAL DRAWINGS THAT IS IN DISCREPANCY WITH THE STANDARDS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR CLARIFICATION. 16. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. PROJECT NAME:PROJECT NAME:PROJECT NAME:PROJECT NAME:FAMILY FIRST COMMUNITY CENTER PROJECT BUILDING PERMIT NUMBER:PROJECT BUILDING PERMIT NUMBER:PROJECT BUILDING PERMIT NUMBER:PROJECT BUILDING PERMIT NUMBER:B20000199 PROJECT ADDRESS:PROJECT ADDRESS:PROJECT ADDRESS:PROJECT ADDRESS:16200 116TH AVE SE TAX ASSESSOR'S #:TAX ASSESSOR'S #:TAX ASSESSOR'S #:TAX ASSESSOR'S #:282305-9034 PROJECT JURISDICTION:PROJECT JURISDICTION:PROJECT JURISDICTION:PROJECT JURISDICTION:CITY OF RENTON SITE AREA: SITE AREA: SITE AREA: SITE AREA: 128,668SF LAND USE ZONING: LAND USE ZONING: LAND USE ZONING: LAND USE ZONING: R-6 OCCUPANCY GROUP (PER IBC 303):OCCUPANCY GROUP (PER IBC 303):OCCUPANCY GROUP (PER IBC 303):OCCUPANCY GROUP (PER IBC 303):A-3, B, E TYPE OF CONSTRUCTIONTYPE OF CONSTRUCTIONTYPE OF CONSTRUCTIONTYPE OF CONSTRUCTION VB BUILDING HEIGHT:BUILDING HEIGHT:BUILDING HEIGHT:BUILDING HEIGHT:31'-3" ALL WORK SHALL CONFORM TO ALL APPLICABLE BUILDING CODES AND ORDINANCES. ANY CONFLICT WHERE THE METHOD OR STANDARDS OF INSTALLATION OF THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE APPLICABLE CODE OR ORDINANCES, THE CODE OR ORDINANCES SHALL GOVERN, IN THE EVENT THIS OCCURS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. SUBSECTIONS OF THE CODE ARE LISTED HERE FOR GENERAL REFERENCE, BUT DO NOT RELEASE THE CONTRACTOR FROM CONFORMING TO ALL APPLICABLE BUILDING CODES AND ORDINANCES APPLICABLE CODES: 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 WASHINGTON STATE AMENDMENTS TO IBC 2015 WASHINGTON STATE ENERGY CODE 2015 INTERNATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS 2015 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS 2015 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS 2014 NATIONAL ELECTRICAL CODE ICC/ANSI A117.1-2009 AS INCLUDED IN THE GOVERNING JURISDICTION THE APPLICANT PROPOSES TO DEVELOP A ONE-STORY BUILDING WITH SURFACE PARKING ON PARCEL # 282305-9034. THE PROPOSED PROJECT WILL BE LOCATED SOUTH OF THE EXISTING ELEMENTARY SCHOOL. THE PROPOSED DEVELOPMENT WILL BE A COMMUNITY CENTER WITH APPROXIMATELY 21,100 GSF AND 92 PARKING STALLS. THE PROPOSED COMMUNITY CENTER WILL BE OPEN TO THE GENERAL PUBLIC AND WILL OFFER SERVICES SUCH AS AFTER SCHOOL PROGRAMS AND ACTIVITIES, HEALTH CARE OFFICES WITH LABS, COUNSELING SERVICES, CHILDCARE FOR FACILITY USERS, COMMUNITY GARDEN AND DEMONSTRATION KITCHEN, A GYM, YOGA, DANCE AND FITNESS PROGRAMS. THE CONSTRUCTION TYPE IS V-B. THE PROPOSED BUILDING WILL BE A SUSTAINABLE DESIGN WITH THE GOAL OF LEED SILVER AND WILL INCLUDE SUCH FEATURES AS HEAVY TIMBER WOOD FRAMING AND NATURAL LIGHT. BUILDING MATERIALS: WOOD FRAME CONSTRUCTION INCLUDING GLULAM BEAMS AND COLUMNS, METAL SIDING FOR EXTERIOR WALLS, FIBERGLASS WINDOWS AND PVC ROOF MEMBRANE. S 800 FT OF N 830 FT OF W 840 FT OF NW 1/2 OF NW 1/4 LESS CO RD PROJECT SITE 1. PLUMBING, MECHANICAL AND ELECTRICAL WORK UNDER SEPARATE PERMITS AND PER FIELD INSPECTORS. 2. LIFE SAFETY SYSTEMS. 3. SPRINKLER SYSTEM. 4. GARBAGE ENCLOSURE UNDER SEPARATE PERMIT PROJECT NUMBER: PROJECT MANAGER: DRAWN BY: COPYRIGHT © 2020 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS: STATE OF WASHINGTON REGISTERED ARCHITECT 11/9/2021 10:15:09 AMA001 COVER SHEET 16-0996 Author CheckerFAMILY FIRST COMMUNITYCENTERRENTON, WA11/10/2021BID SETADDENDUM 1ARCHITECTURALARCHITECTURALARCHITECTURALARCHITECTURAL A010a ACCESSIBILITY STANDARDS GENERAL AND COMMON AREAS ARCH A100.a OVERALL SITE PLAN ARCH A100.b SITE PLAN ARCH A101 FLOOR PLAN ARCH A102 ENLARGED FLOOR PLAN ARCH A103 ENLARGED FLOOR PLAN ARCH A104 ROOF PLAN ARCH A105 RCP ARCH A106 FURNITURE, FIXTURE & EQUIPMENT PLAN ARCH A201 EXTERIOR ELEVATIONS ARCH A301 BUILDING SECTIONS ARCH A351 WALL SECTIONS ARCH A352 WALL SECTIONS ARCH A501 ASSEMBLIES ARCH A502 DOOR SCHEDULE ARCH A503 WINDOW SCHEDULE ARCH A504 GALLERY GLAZING ELEVATIONS ARCH A505 COLUMN TRIM CONCEPT ARCH A601 CONCRETE AND SITE DETAILS ARCH A602 EXTERIOR DETAILS ARCH A603 DOOR & WINDOW DETAILS ARCH A604 ROOF DETAILS ARCH A605 INTERIOR DETAILS ARCH A606 SUN SHADE PLAN & DETAILS ARCH SHEET INDEX GENERAL INFORMATION AND DATA SHEETSGENERAL INFORMATION AND DATA SHEETSGENERAL INFORMATION AND DATA SHEETSGENERAL INFORMATION AND DATA SHEETS A001 COVER SHEET A002 CODE SUMMARY A003 OCCUPANCY AND EXITING DIAGRAM SURVEYSURVEYSURVEYSURVEY SV 1OF3 TOPOGRAPHIC & BOUNDARY SURVEY SV 2OF3 TOPOGRAPHIC & BOUNDARY SURVEY SV 3OF3 TOPOGRAPHIC & BOUNDARY SURVEY CIVILCIVILCIVILCIVIL C000 COVER SHEET C100 DEMOLITION & TESC PLAN C110 CITY OF RENTON DEMOLITION AND TESC DETAILS C111 DEMOLITION & TESC DETAIL C200 GRADING & DRAINAGE PLAN C210 GRADING & DRAINAGE DETAILS C211 GRADING & DRAINAGE DETAILS C212 CITY OF RENTON PAVING DETAILS C213 CITY OF RENTON GRADING AND DRAINAGE DETAILS C220 SITE SECTION C230 RAMP GRADING DETAILS C240 DRAINAGE PROFILES C250 STORMTECH CHAMBER PLAN C251 SC-3500 STORMTECH CHAMBER PLAN C300 PAVING CHANNELIZATION HORIZONTAL CONTROL PLAN C310 PAVING DETAILS C311 CITY OF RENTON PAVING DETAILS C312 CITY OF RENTON PAVING DETAILS C400 UTILITY PLAN C410 UTILITY DETAILS C501 WATER MAIN NOTES AND VICINITY MAP C502 WATER MAIN PLAN C503 CONSTRUCTION PROVISIONS C504 WATER MATERIALS AND SURFACE RESTORATION C505 WATER DETAILS C506 WATER DETAILS C601 SEWER VICINITY PLAN AND NOTES C602 SEWER PLAN AND PROFILE C603 CONSTRUCTION PROVISIONS C604 MATERIALS AND SURFACE RESTORATION C605 SEWER DETAILS STRUCTURALSTRUCTURALSTRUCTURALSTRUCTURAL S001 GENERAL STRUCTURAL NOTES S002 GENERAL STRUCTURAL NOTES S003 PLAN NOTES AND LEGENDS S101 FOUNDATION PLAN S102 ROOF FRAMING PLAN S301 TYPICAL CONCRETE DETAILS S302 CONCRETE DETAILS S601 TYPICAL WOOD FRAME DETAILS S602 WOOD FRAME DETAILS S603 WOOD FRAME DETAILS S604 SHEARWALL SCHEDULE AND DETAILS PROJECT DATA VICINITY MAP BUILDING ENVELOPEBUILDING ENVELOPEBUILDING ENVELOPEBUILDING ENVELOPE BE000 GENERAL NOTES BE010 AIR BARRIER DIAGRAMS BE020 WATERPROOFING ASSEMBLIES BE030 WATERPROOFING EXTENTS BE100 BELOW GRADE DETAILS BE200 WALL DETAILS BE201 WALL DETAILS BE300 FLANGED WINDOW INSTALLATION BE301 NON-FLANGED WINDOW INSTALLATION BE302 FLANGED WINDOW DETAILS BE303 NON-FLANGED WINDOW DETAILS BE304 DOOR & LOUVER DETAILS BE500 ROOF DETAILS BE501 ROOF DETAILS BE502 ROOF DETAILS LANDSCAPELANDSCAPELANDSCAPELANDSCAPE L100 SITE PLAN L200 LANDSCAPE PLAN L201 LANDSCAPE ROOF PLAN, SCHEDULE & DETAILS L202 TREE RETENTION PLAN L203 TREE RETENTION WORKSHEET & DETAILS L300 IRRIGATION PLAN L301 IRRIGATION LEGEND & DETAILS L302 IRRIGATION ROOF PLAN & DETAILS L303 RECORD PLANS OF EXISTING IRRIGATION SYSTEM L400 LANDSCAPE DETAILS L401 LANDSCAPE DETAILS ELECTRICALELECTRICALELECTRICALELECTRICAL E001 COVER SHEET E002 GENERAL NOTES E011 ONE-LINE DIAGRAM E020 SCHEDULE E050 ELECTRICAL SITE PLAN E051 SITE LIGHTING E101 FLOOR PLAN - POWER PLAN E102 MECHANICAL POWER PLAN E103 ROOF PLAN - POWER PLAN E110 ENLARGED POWER PLANS & DETAILS E121 LOW VOLTAGE DEVICE PLAN E200 SCHEDULES - LIGHTING FIXTURE E201 FLOOR PLAN - LIGHTING PLAN E202 LIGHTING CONTROL DETAILS E300 ELECTRICAL DETAILS GENERAL NOTES PROJECT DESCRIPTION LEGAL DESCRIPTION PROJECT DIRECTORY APPLICABLE CODES FAMILY FIRST COMMUNITY CENTER MECHANICALMECHANICALMECHANICALMECHANICAL M001 COVER SHEET M002 SCHEDULES M101 FIRST FLOOR PLAN M102 ENLARGED FLOOR PLAN (HEALTHPOINT) M103 ROOF PLAN M301 DETAILS M302 DETAILS M303 DETAILS M304 DETAILS M401 SECTIONS M402 SECTIONS INTERIORSINTERIORSINTERIORSINTERIORS I-1.0 FLOOR PLAN I-1.1 FLOOR FINISH PLAN I-1.2 INTERIOR RCP PLAN I-3.0 INTERIOR ELEVATIONS I-3.1 INTERIOR ELEVATIONS I-3.2 INTERIOR ELEVATIONS I-3.3 INTERIOR ELEVATIONS I-3.4 INTERIOR ELEVATIONS I-3.5 INTERIOR ELEVATIONS I-3.6 INTERIOR ELEVATIONS I-3.7 INTERIOR ELEVATIONS I-3.8 INTERIOR ELEVATIONS I-3.9 INTERIOR ELEVATIONS I-4.0 CASEWORK I-5.0 SECTIONS I-5.1 SECTIONS I-6.0 DETAILS I-6.1 DETAILS I-7.0 FINISH LEGEND PLUMBINGPLUMBINGPLUMBINGPLUMBING P001 COVER SHEET P002 SCHEDULES P100 FOUNDATION PLAN P101 FLOOR PLAN P102 ENLARGED FLOOR PLAN (HEALTHPOINT) P103 ROOF PLAN P301 DETAILS P302 DETAILS P303 DETAILS P401 SECTIONS MHAMHAMHAMHA HP 100 ENLARGED PLAN - FINISH HP 200 INTERIOR ELEVATIONS HP 201 INTERIOR ELEVATIONS HP 202 INTERIOR ELEVATIONS HP 203 INTERIOR ELEVATIONS HP 300 INTERIOR DETAILS HP 301 INTERIOR DETAILS DEFERRED SUBMITTALS NO. DESCRIPTION DATE 1 Addendum 1 11/10/21 1 450455460465470450455460465470EXISTINGPROPERTY LINEPROPOSED GRADEFFE=461.50FFE=460.50FFE=459.833:1 SLOPE MAXSTRUCTURAL FOOTING SHOWNFOR REFERENCE ONLYSC-310 STORMTECHCHAMBERSSEE DETAILS ON SHEETC211 AND C212 FORMORE INFORMATIONMATCH EX GRADENON-INFILTRATINGBIORETENTIONSEE DETAIL1.5:1 MAX CUT SLOPEMATCH EXGRADESTRUCTURAL FILL (TYP)1:1 FOOTING BEARINGZONE (SHOWN FORREFERENCE ONLY)6" FOOTING DRAINSEE DETAILGEOTEXTILE LINER TOWRAP STORMTECHSYSTEMSEE DETAIL2" OVERLAY11C21015C21018C210450455460465470450455460465470EXISTING PROPERTY LINEFFE=460.50STRUCTURAL FOOTING SHOWNFOR REFERENCE ONLYMC-3500 STORMTECHCHAMBERSSEE DETAILS ON SHEETSC211 AND C2121.5:1 MAXCUT SLOPESTRUCTURAL FILL (TYP)1:1 FOOTING BEARINGZONE (SHOWN FORREFERENCE ONLY)6" FOOTING DRAINSEE DETAILGEOTEXTILE LINER TOWRAP STORMTECHSYSTEMSEE DETAIL11C21018C210455460455460PROPOSED GRADEBOTTOM OF BIORETENTION = 453.7031WEIR WALLS PERLANDSCAPEPLANSTOP OF WEIRELEVATION = 454.302' DETECTABLEWARNING SURFACE2' DETECTABLEWARNING SURFACE5.0'MATCH EXGRADESINGLE DIRECTION ADARAMP PER WSDOTSTANDARD PLAN F-40.126.03SINGLE DIRECTION ADARAMP PER WSDOTSTANDARD PLAN F-40.126.03CONCRETE CURBAND GUTTERSEE DETAIL1C311CONCRETE CURBAND GUTTERSEE DETAIL1C311116TH AVE SE MATCH EXGRADETC 466.76 (EX)BC 466.43 (EX)TC 467.12 (EX)BC 466.62 (EX)467.61467.66466.70466.60TC 466.60 (EX)BC 466.10 (EX)TC 466.88 (EX)BC 466.38 (EX)466.39466.42466.53466.49466.87466.937.1% 17+00 17+50 5.0'7.5' 8.2%467.64 (EX)467.73 (EX)8.2% 7.1%1.8%5.0'4.9'2% 1.4% 7.6% 8%1.2%LANDING2'467.51467.571.8%467.15467.16466.79466.75LANDING467.25467.40 (EX)467.34467.50 (EX)7.6% 8.2%8% 7.5% 2'5' 5' 5' 6.5% 8%1.8%455460455460PROPOSED GRADEC180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MA NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 ADDENDUM 1 11/10/20211ADDENDUM 111/10/21C06,7(6(C7,216R-411015Section A (E-W)Section B (N-S)Bioretention Grading SectionADA Ramp Detail #7Ditch SectionCURB RETURN DATAEF 466.51466.61466.80466.84 (EX)466.38466.42466.91466.61TC 466.93BC 466.43TC 466.73BC 466.23TC 466.68BC 466.18466.72466.96 (EX)466.97 (EX)TC 466.52BC 466.02TC 466.82BC 466.32TC 467.03BC 466.537.25%1.5%8%7.5%5.0'LANDINGLANDINGLANDINGDETECTABLE WARNING SURFACESEE DETAIL9C310DETECTABLE WARNING SURFACESEE DETAIL9C310466.26 (EX)466.06466.24 (EX)5' 6.0'2.0%1.0%TC 446.85 (EX)BC 446.35 (EX)116TH AVE SE 8%1.7% 3.6% 7.8' 10.9' 7.15%TC 466.50 (EX)BC 466.00 (EX)4.0'5.0'466.29MATCH EXGRADE4.1'MATCH EXGRADE5'3'5'466.32TC 466.06BC 465.56TC 465.94BC 465.44TC 465.45BC 464.95TC 465.34BC 464.84465.93466.01465.99466.07464.98465.05465.40465.34465.44465.386.6%7.5%4'4'4'466.34EX: 466.29EX: 466.201.0%465.52465.58LANDINGDETECTABLE WARNING SURFACESEE DETAIL9C310DETECTABLE WARNING SURFACESEE DETAIL9C310465.52465.85 (EX)5.5'1.8%1.8%2.0%PROTECTEX POLE463.48116TH AVE SE RIDGELINETC 465.53 (EX)BC 465.03 (EX)1.5%465.36461.87460.36TC 462.58BC 462.08TC 462.65BC 462.15TC 461.76BC 461.26TC 461.94BC 461.446.3%TC 462.00BC 461.45461.38461.79461.18LANDING1.4%2.0%LANDINGLANDINGTC 461.60BC 461.10460.651.5%1.4%2.0%LANDING2.0%DETECTABLE WARNINGSURFACESEE DETAIL9C3100 . 8% 1 . 9% 1.8%DETECTABLE WARNING SURFACESEE DETAIL9C310DETECTABLE WARNING SURFACE462.58462.82TC 462.73BC 462.23TC 462.61BC 462.111.5%5.3%462.57462.39462.00461.950.5%TC 463.25BC 462.75TC 462.40BC 461.90462.40462.60462.88462.02462.52463.13TC 463.01BC 462.51462.82462.42462.48GRADE BREAKRIDGELINE 1.9%6.0'6.5'6.3'45.3'0.5%ADA SIGNAGE (TYP)SEE DETAIL14C310461.94462.13461.840.6%462.50462.50462.01461.971.5%1.5%8.0'4.0'4.0'461.43461.9312ADA Ramp9ADA Ramp8Not Used6ADA Ramp4Not Used7Not Used3Not Used02.5510SCALE 1"=5'02.5510SCALE 1"=5'02.5510SCALE 1"=5'DETECTABLE WARNING SURFACESEE DETAIL9C310TC 464.16BC 463.66463.48TC 464.02BC 463.52464.05TC 464.27BC 463.77464.14TC 464.07BC 463.57TC 463.03BC 462.53462.96462.99463.37463.75463.435.3%C180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGIN EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MA NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 ADDENDUM 1 11/10/20211ADDENDUM 111/10/21C05A03G5A',1G'(7A,L6R-411016 ABCEDE.2E.3F1110988.2765.554321FEDCBA11.423455.56788.29101124.0'116TH AVE SE 8'9'5'6' 9.0' (TYP)6.0'9'5'24.0'10C31012.5'33.0'20.0'15.0'9.0'(TYP)9.0'(TYP)PROPOSED LOTLINE PER SHORTPLAN PROCESS9.0'(TYP)9.0'(TYP)9.0'(TYP)9.0'(TYP)8.5' (TYP) 8.5' (TYP)R6.5'R22.3'R53.4'R3'R25'R6.5'R2.5'R2'R6.5'R23'R4.5'R6.5'R5.5'R5.5'R3.5'R4.5'R4.5'R6.5'6.5'9'2'6'24'24'6'3C310JJ20'16'16'5C3116'6'9C3105.5'2C31110C3105C3105C3102C3114C3118C3101CONCRETE SIDEWALKSEE DETAILEXISTING CASCADEELEMENTARY SCHOOLPROPOSED TREES(TYP-SEELANDSCAPE PLANS)FAMILY FIRSTCOMMUNITY CENTERENTRANCEFAMILY FIRSTCOMMUNITYCENTER EXITASPHALT PAVINGSEE DETAILCONCRETE SIDEWALKSEE DETAILASPHALT PAVINGSEE DETAILASPHALTOVERLAY12" STEP IN SLAB8" STEP IN SLABBUILDING CANOPY(TYP). SHOWN FORREFERENCE ONLY.FLUSH CONC CURBSEE DETAILNEW CROSSWALKSTRIPINGCONC VERTICALCURB (TYP)SEE DETAILCONC VERTICALCURB (TYP)SEE DETAILLANDSCAPING (TYP)SEE LANDSCAPE PLANSBUILDING CANOPY(TYP). SHOWN FORREFERENCE ONLY.FLUSHCURBNEW PARKING LOTSTRIPING PER PROJECTSPECIFICATIONSHANDRAILS ANDCHEEK WALLS PERLANDSCAPE PLANSTHERMOPLASTICCROSSWALK PERCOR STD PLAN 127PERPENDICULAR CURB RAMPPER WSDOT STANDARD PLANF-40.15-03PERPENDICULARCURB RAMP PERWSDOT STANDARDPLAN F-40.15-03SINGLE DIRECTIONADA RAMP PERWSDOT STANDARDPLAN F-40.16.03SINGLE DIRECTIONADA RAMP PERWSDOT STANDARDPLAN F-40.16.03SINGLE DIRECTIONADA RAMP PERWSDOT STANDARDPLAN F-40.16.03SINGLE DIRECTION ADARAMP PER WSDOTSTANDARD PLAN F-40.16.03CURB TAPERROLLED CONC CURBSEE DETAILBOLLARD PERLANDSCAPE PLANSSTAIRS, SEE GRADINGPLANSSTAIRS, SEE GRADINGPLANSTRASH ENCLOSUREELECTRICAL VEHICLECHARGING STATIONSSHOWN FORREFERENCE ONLYELECTRICAL VEHICLECHARGING STATIONSSHOWN FORREFERENCE ONLYDETECTABLE WARNINGSURFACE (TYP)SEE DETAILENERGY DISSIPATORSEE DETAILHEAVY CONCPAVING (TYP)CHANNELIZATIONMARKERS (TYP)SEE DETAILSEE SHEET C230RAMP GRADINGDETAILSSEE SHEET C230RAMP GRADINGDETAILSSEE SHEET C230RAMP GRADINGDETAILSSEE SHEET C230RAMP GRADINGDETAILSROW DEDICATION FOR FUTUREFRONTAGE IMPROVEMENTS BYCITY OF RENTONCURB TAPERABCDRELOCATE EX SPEED CAMERA ANDRECONNECT EXISTING CONDUITSFINAL LOCATION TO BE COORDINATEDWITH AND APPROVED BY ATSSEE DETAILRELOCATE EX "SCHOOL X-ING"SIGN AND RECONNECTEXISTING CONDUITSFINAL LOCATION TO BECOORDINATED WITH ANDAPPROVED BY ATSSEE DETAILWHEEL STOPSEE DETAILPAVEMENT PER CORSTANDARD 110.1SEE DETAILCURB REPLACEMENT PERCOR STANDARD DETAILSTA 10+13.86 (16.4' RT)SEE DETAIL3C3111C311SLOTTED VERTICAL CURBSEE DETAIL7C310WEIR WALLSEE LANDSCAPE PLANSCONCRETE CURB ANDGUTTERSEE DETAIL1C311CONCRETE CURB ANDGUTTERSEE DETAIL1C311CONCRETE CURB AND GUTTERSEE DETAIL1C31116.1'R3.5'R3.5'R3'R3'BOLLARDS PERL'SCAPE PLANS10+00 11+00 12+00 13+0010+50 11+50 12+50 13+50 SEE NOTE 1SEE NOTE 2THERMOPLASTICCROSSWALK PERCOR STD PLAN 127BUILDING GRID WORK POINTINTERSECTION GRID LINE 2AND GRID LINE EN: 169927.30E: 1306019.85BUILDING GRID WORK POINTINTERSECTION GRID LINE 11AND GRID LINE AN: 170017.41E: 1306245.03HEAVY CONCRETEPAVING (TYP)OUTFALL PROTECTIONSEE DETAIL6C310SAWCUT SIDEWALKSTA 10+07.50 (23.1' RT)MATCH EXISTING CURBSTA 10+46.71 (17.8' RT)MATCH EX CURBSTA 10+98.96 (17.0' RT)SAWCUT AND MATCH EX SIDEWALKSTA 10+98.85 (28.9' RT)SAWCUT AND MATCHEXISTING SIDEWALKSTA 11+88.10 (27.0' RT)MATCH EXISTING CURBSTA 12+80.92 (16.9' RT)SAWCUT AND MATCHEXISTING SIDEWALKSTA 12+79.03 (26.5' RT)LIGHT POLE PERELECTRICAL PLANS(TYP)6C3118C311RELOCATE EX FLASHING BEACONAND TRAFFIC LOOPS FINALLOCATION TO BE COORDINATEDWITH AND APPROVED BY ATSSEE DETAILS8C3114C312N: 169819.42E: 1305809.93FFCC NORTH DRIVE WAY CENTER LINESTA 12+20.58 (46.9' RT)N: 170039.89E: 1305816.79CASCADE ES DRIVEWAY CENTER LINESTA 12+47.49 (45.7' RT)N: 170066.79E: 1305817.63FFCC SOUTH DRIVE WAY CENTER LINESTA 10+73.30 (47.7' RT)N: 169892.18E: 1305812.20SPECIALTY PAVERSPER L'SCAPE PLANSSTOP BAR32BLACKOUTSTRIPINGSTOP BAR2144R6.5'3C310ROLLED CONC CURBSEE DETAIL17C310SINGLE DIRECTION ADARAMP PER WSDOTSTANDARD PLAN F-40.16.03SINGLE DIRECTION ADARAMP PER WSDOTSTANDARD PLAN F-40.16.03SIDEWALK PER COR STANDARD PLAN102 SEE DETAIL3C312SIDEWALK PER COR STANDARDPLAN 102 SEE DETAIL3C312SIDEWALK PER CORSTANDARD PLAN 102SEE DETAIL3C312SIDEWALK PER CORSTANDARD PLAN 102SEE DETAIL3C3120102040SCALE 1"=20'LegendPROPERTY LINEDo not use BlockEdit, Use LEGEND to editCONCRETE WALKCROSSWALK STRIPINGADA PARKING STALLASPHALT PAVEMENTVERTICAL CURBSLOTTED VERTICAL CURBASPHALT OVERLAYLIMITS OF CONSTRUCTION1C3107C31010C3105C310ROLLED CURB3C310CONCRETE PAVING12C3102C31110C310Key NotesRIGHT TURN ONLY1STOP SIGN2SERVICE ENTRANCE ONLY - DO NOT ENTER3EXTENTS OF FIRE LANE STRIPINGADA SIGNAGE SEE DETAIL 414C310SIGN POST SEE DETAIL6C31117+00 18+00 18+3017+50 STA 17+54.46 (21.4' RT)MATCH EX CURBMONUMENT TIE-IN LOCATIONSTA 18+26.96N: 170648.98E: 1305835.75STA 17+19.12 (21.7' RT)MATCH EX CURBSTA 17+69.63 (24.0' RT)SAWCUT AND MATCHEX SIDEWALKSEE SHEET C220SITE SECTIONSFOR RAMPGRADING DETAILSSINGLE DIRECTIONADA RAMP PERWSDOT STANDARDPLAN F-40.16.03CONCRETE CURB AND GUTTERSEE DETAIL1C311EXISTINGCROSSWALKSTRIPING TOREMAINSEE SHEET C220SITE SECTIONSFOR RAMPGRADING DETAILSSINGLE DIRECTION ADA RAMP PERWSDOT STANDARD PLAN F-40.16.03STA 17+03.43 (24.0' RT)SAWCUT AND MATCHEX SIDEWALKSIDEWALKPER CORSTANDARDPLAN 102SEE DETAIL3C312SIDEWALKPER CORSTANDARDPLAN 102SEE DETAIL3C312C180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGIN EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MA NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 ADDENDUM 1 11/10/20211ADDENDUM 111/10/21C003A9,1GC+A11(L,=A7,21 +25,=217ALC21752L3LA1CURB RETURN DATAABCDR-411019HORIZONTAL CONTROL FOR ADA RAMPSBCDRAMPSTATION & OFFSETADD 8Not Used7Not Used6Not Used5Not Used4Transportation Notes3Cement Concrete Sidewalk2Not Used1Not UsedC180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MA NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 ADDENDUM 1 11/10/20211ADDENDUM 111/10/21C1C,7<2F5(17213A9,1G'(7A,L6 DN DN B B B B B B B B B B B B B B B B B A A A A A A A A A A A A A A A A A A A A B B B B B B B B B B B B B B B B B A A A A A A A A A A A A A A A A A A A A C D 321 4 5 65.5 7 8 8.2 9 10 11 A B E E.2 E.3 F 1.4 8'-4" 10'-8" 19'-0"19'-0"19'-0" 7'-10" 11'-2" 19'-0"19'-0" 3'-0" 16'-0" 19'-0"71'-11" 242'-11"16'-5 1/2"26'-6 1/2"12'-0"34'-4"8'-8"15'-6"16'-2"129'-8"HDBW4 HDBW6HDAHDAW4HDAHDAHDCHDCW3GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12HDBHDBW4W4W4HDAHDBHDBHDBHDBW4HDAHDCHDCHDAHDAW6 W6 HDBHDBW4HDBHDB4 3 3 4 HDBHDBW6HDBHDBHDBHDB W4HDBHDBW4HDDHDDHDBHDBW4HDDHDDW3HDAHDA W4W4W6HDBHDBW6HDBHDB 4 4 23 S302 TYP. 23 S302 27 S302 STUD WALLS PER PLAN NOTE 5, U.O.N. 30 S302 POSTS PER PLAN NOTE 7, U.O.N. 29 S302 29 S302 29 S302 30 S302 459'-10" 5" SLAB-ON-GRADE PER PLAN NOTE 1 AT SHADED AREAS HDAW6 HDAHDCHDCHDBHDBW6 W6 HDBHDB18 S302HSS 5x5xÐHSS 5x5xÐSIM. SIM. 460'-6" 461'-6" 29 S302 22 S302 U.O.N.HDBHDB2x10 LVL STUDS @ 16"oc ALL (4) SIDES OF GYM, U.O.N. 2x10 LVL STUDS @ 16"oc ALL (4) SIDES OF GYM, U.O.N. 4" SLAB-ON-GRADE PER PLAN NOTE 1, U.O.N. 459'-7Ð" B W6 WALLS TALLER THAN 16'-0" SHALL UTILIZE LVL STUDS PER PLAN NOTE 5, TYP.6x6HSS 4x4xÐHSS 4x4xÐ6x66x62x10 LVL STUDS @ 12"oc 2x10 LVL STUDS @ 12"oc 2x10 LVL STUDS @ 12"oc2x10 LVL STUDS @ 12"oc W4HDBHDBW6HDAHDAW6HDAHDAW2 W3 HDBHDBHDBHDBHDBHDBGL 12Ìx12GL 12Ìx1229 S302HDAHDAHDBHDA29 S302HDAHDAHDA 10'-0"10'-0" 10'-0" 10'-0" NOTE 3 U.O.N. U.O.N. 24 S302 TYP. AT INTERIOR SPREAD FOOTINGS, U.O.N. 461'-5Ð" 459'-9Ì" 459'-7Ð" 459'-6" 459'-6" 459'-6" 459'-6" U.O.N. U.O.N. 459'-6" 4'-0"458'-6" 9'-0" 457'-10" 12 S301 U.O.N. 29 S302 SIM. 459'-10" SEE ARCH'L FOR TRASH ENCLOSURE 459'-10" SIM. 29 S302 27 S604 TYP. AT OPENINGS IN EXTERIOR SHEAR WALLS FRAME EXTERIOR OPENINGS PER . REFER TO ROOF PLAN & ARCH'L ELEVATIONS FOR HIGH OPENING LOCATIONS AT GYM 30/S601 18 S301 TYP. 457'-10" 458'-6"4'-0"6x66x64'-0" 459'-6"458'-6" 23 S302 CENTER ALL POSTS ON ARCH'L WALL, U.O.N.8'-1"2'-6"6x66x66x66x66x66x66x66x68'-0"6'-0"2'-0"6x86x86x66x66x66x627 S302 28 S302TYP. AT DOORWAYS U.O.N.6x66x66x66x66x66x66x66x66x66x66x66x620 S302 20 S302 20 S302 6x621 S302 6 S302 5 S302 6 S302 1'-0" U.O.N.3'-0"3'-0" 26 S302 16 S302 8'-0" 10 S302 459'-9Ð" (VERIFY W/ WOOD FLOORING MFR.) 4 4 BEARING WALL W/ STEM WALL PER TO TOP OF SPREAD FOOTING 23/S302 12 S301 (VERIFY WITH WOOD FLOORING MFR.) 25 S302 19 S302 TYP. AT RAMPS 10'-0"457'-10"10'-0"10'-0"10'-0" 23 S302 TYP., U.O.N. EXTEND WALL FOOTING TO PERP. FOOTING AS SHOWN NOTE 3 TYP., U.O.N. 460'-6" 460'-6" 461'-6"10'-0"POST PER 28/S601 POST PER 28/S601 8"6 S302 18 S302 SIM. 15 S302 TYP. 28/S601 28/S601 OPP. WEST EDGE OF HIGH WINDOW EAST EDGE OF HIGH WINDOW CONN. 6x6 POSTS TO TOP AND BOT. PLATES W/ A35 EA. SIDE OF POST, TYP. SEE 12/S003 FOR PLAN NOTES AND LEGEND ITEMS O U O U N R G D T H E E L E R I N NC L P 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com PROJECT NUMBER: DRAWN BY: PROJECT MANAGER: COPYRIGHT 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED C THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS:11/11/2021 3:07:07 PMS101 FOUNDATION PLAN S180040-02 KLM, AI BWB, KCLFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET - ADDENDUM 111/10/20211/8" = 1'-0"1 FOUNDATION PLAN 21 0 84 16 1/8"=1'-0" 49025PRO FE S SIONAL E N G INEERSTATEO F WASH I NGTONSTRU C T URAL E N G I NEERENJAM W.B A RLOI N WB11/11/21 NO.DESCRIPTION DATE DN DN VAN 3 A301 2 A301 2 A301 1 A301 1 A3011 1 1.4 2 2 3 3 4 4 5 5 6 6 7 7 A A B B C C D D E E E.2 F F98' - 0"31' - 8"8.2 8.2 11 11 10 10 ELEC RM 115 LNDRY 125 TEEN ROOM 123 YOUTH ROOM 122 WOMEN'S RR 126 SPONSOR 128 LUNCH ROOM 124 MAKER SPACE 1 & 2 106 DEMONSTRATION KITCHEN 104 FITNESS ROOM 108 DANCE/CLASS 107 GYMNASIUM 110 WAITING ROOM HP101 MEDICAL POD HP109 CHECK-IN HP102 WORK ROOM HP103 A201 1 A201 2 A2014 EXAM RM 1 HP119 EXAM RM 2 HP120 MED HP112 LAB/STERILE HP114 CLINIC MGR HP104 COUNSELING 2 HP106 DENTAL EXAM HP108 A102 1129' - 8"STAFF CARRELS 130 CHECK-IN 131 SPONS ADMIN 129 MEN'S RR 127 ADMIN 121 RR 120 BABY-TODDLER ROOM 119 VESTIBULE 101 SRVR RM HP113 EXAM RM 3 HP121 EXAM RM 4 HP122 EXAM RM 5 HP123 EXAM RM 6 HP124 RR HP115 4 A301 MTG ROOM 103 STOR 105 GROUP ED HP118 CORR HP117 JAN 116 JAN 118 FAMILY RR 117 WOMEN'S LOCKERS WOMEN'S RESTROOM 114 ADMIN CORR 132 LOBBY 102 GALLERY 133 EXIT 134 MEN'S LOCKERS COMMUNITY GARDEN STAFF RR HP111DENTAL EQUIP HP107 PHLEB HP116 STOR 111 FIRE & WATER 112 19' - 0"64' - 10"52' - 2"35' - 0"71' - 11" 7' - 10"11' - 2"19' - 0"19' - 0"3' - 0" 8' - 4"10' - 8"19' - 0"19' - 0"19' - 0"7' - 10"11' - 2"19' - 0"19' - 0"3' - 0"16' - 0"19' - 0"71' - 11"16' - 5 1/2"26' - 6 1/2"12' - 0"34' - 4"40' - 4"HP104 HP103 HP118b HP120 HP119 HP114a HP106 HP101b 128129 118 131 HP113 102a HP105 106a HP115 HP114b HP111 HP121 HP122 HP123 HP101a 107 123 134 HP124 103a 127 104b 106b 117 114 119 122 120 111 112a HP107 HP112 HP109 115a 103b HP117 1 A351 1 A352 2 A352 2 A351 4 A351 3 A351 STOR 109 CORR 108a 109a 132 113 EW1 EW1 EW1 EW1 EW1 EW4 EW4 EW1 EW1 EW1 7'-3"5'-5"8'-6 1/2"3'-8"14'-6"14'-3 1/2" 5'-4"14'-8"15'-0" 9'-5 1/2"16'-4"9'-10 1/4"6'-4 3/8"31'-1"7'-8 1/4"7'-8 7/8"PW9 PW9 PW3 PW1 PW1 PW1 PW3 PW2 PW1 PW3 PW1 PW1 PW3 PW3 PW1 PW1 PW3 PW3 PW1 116 PW3 5'-6" PW1 PW3 PW1 PW3 PW1 PW3 PW3 461' - 6" 459' - 10" 101 110b 5.5 5.5 8 8 9 9 E.316'-5 1/2"26'-6 1/2"12'-0"34'-4"8'-8"15'-6"16'-2"EW3 EW3 EW2 EW2 EW3 EW3 EW1 PW1 ROOF OVERHANG ABOVE SUN SHADE ABOVE ROOF OVERHANG ABOVE SUN SHADE ABOVE SUN SHADE ABOVE ROOF OVERHANG ABOVE SUN SHADE ABOVE ROOF OVERHANG ABOVE 5% slope 5% slope 102b D.S. D.S. D.S. D.S.D.S.D.S. 124a 125126 HP118a PW3 PW9 1' - 5"GYM DIVIDER ABOVE 460' - 6" E6 E6 E5 E4 E4 E4 E2 E2 E7 E2 E2E2 E2 E2 E2 E2 E2 E2 E3E3 E9 E5 E1 E10 E10 E10 E10 461' - 6" 459' - 10" 459' - 10" MEN'S RESTROOM 113 456' - 6" 3 A352 A103 3 PW5 4 A352 5 A352 PW5 A103 1 PW9 PW1 PW4 A103 2 EW4 20'-8 3/4"9'-3 3/4"17'-3 1/4"2'-6 1/2"ALIGN 5'-6 1/2"7'-6 1/4"6'-6"2'-3 3/4" PW3 106c 4'-3"EQ EQ EQ'EQ EQ 10'-0"23'-0"EQEQ15'-2 1/2"10'-1" 9'-0"9'-0"5'-4" 10'-5 1/2"4'-5 1/2"4'-4"9'-2"18'-6"17'-0"17'-1"10'-11 1/2"5'-8"EQ EQ 5'-8"4'-8"8'-0"4'-8" C6 I3 105 4' - 4"9' - 2"E2 E2 108b A102 2 112b 110c 2 A603 7"4'-11"9'-2"4'-0"8'-2 1/2" 8'-2 1/2"2'-9 1/2" 2'-0"8'-7" 3'-11"EQ EQ EQ EQ EQ 110a3'-0"3'-0"4'-8"CLR.1'-8"EQEQEQE8 E8 5 A601 1'-11 1/2" 115b I1 I1 I1 I1 FC1 I1 I1 EQ EQEQEQEQ2'-3" DW PW7 FC1 PW3 PW7 PW3 CONSELING 1 HP 105 109b 130 FC1 124b FC1 POST MOUNT ADA DOOR OPENER & DOORBELL INTERCOM COORDINATE EXTENT OF WALK-OFF MAT BASED ON MATERIAL MODUL WITH INTERIOR CONSULTANT 104a TYP 459' - 10" 459' - 10" 20 A601 20 A601 TO WALLS 10'-0" NO CEILING TO WALLS 10'-0" NO CEILING 10'-7 1/2"3'-6"_ MESH SECURITY GATE AND DOOR FC1 109c FC1FC1FC115'-8"PANO HP110 1 1. REFER TO WALL TYPES LEGEND ON SHEET A501 FOR WALL TYPES, ORIENTATION AND CONFIGURATION 2. REFER TO ACCESSIBILITY NOTES AND DIAGRAMS ON SHEETS A010a FOR REQUIRED CLEARANCES, HEIGHTS, REACH RANGES, ETC 3. FLOOR ELEVATIONS SHOWN INDICATE FINISH FLOOR ELEVATIONS. 4. DOORS AT FRAMED WALLS TO BE LOCATED 4" FROM ADJACENT WALL FACE-OF-STUD, UNO 5. PROVIDE FIRE ALARM AND DETECTION SYSTEMS AS REQUIRED BY THE FIRE MARSHAL. 6. FOR DOOR AND WINDOW NOTES/SCHEDULES REFER TO SHEET A502 AND A503 7. PROVIDE WATER RESISTANT TYPE 'X' GWB IN ALL WET AREAS, AND BLOCKING BEHIND ALL FIXTURES 8. EXTEND WALL FINISHES TO THE NEAREST ADJACENT WALL SURFACE TO MAINTAIN A SMOOTH SURFACE ALONG THE ENTIRE LENGTH OF ALL WALLS 9. SEE PLUMBING FOR ALL FLOOR DRAINS, ETC 10. REFER TO MECHANICAL FOR ALL SHAFT SIZES, ACCESS PANELS AND ADDITIONAL REQUIREMENTS 11. REFER TO BUILDING ENVELOPE DRAWINGS AND SPECS FOR ADDITIONAL NOTES AND DETAILS OF THE BUILDING ENVELOPE 12. REFER TO A105 FOR CLEAR STORY WINDOWS. 13. GC TO PROVIDE SPORT COURT MARKING AT GYM FLOOR PER OFFICIAL COURT MARKING STANDARDS, INCLUDING BUT NOT LIMITED TO PREPARE THE WOOD FLOORING BASED ON FLOORING MANUFACTURER RECOMMENDATIONS; VERIFY PAINT SPECIFICATION; AND SEAL THE FLOOR AS RECOMMENDED BY THE WOOD FLOORING MANUFACTURER. 14. FIELD VERIFY RAISED CHARACTER EXIT SIGNS PER IBC 1013.4 AT REQUIRED EXIT DISCHARGE. PROJECT NUMBER: PROJECT MANAGER: DRAWN BY: COPYRIGHT © 2020 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS: STATE OF WASHINGTON REGISTERED ARCHITECT 11/11/2021 3:19:41 PMA101 FLOOR PLAN 16-0996 Author CheckerFAMILY FIRST COMMUNITYCENTERRENTON, WA11/10/2021BID SETADDENDUM 121 0 84 16 1/8"=1'-0" 1/8" = 1'-0"1 FLOOR PLAN FLOOR PLAN NOTES C.J. TYP NO. DESCRIPTION DATE 1 Addendum 1 11/10/21 1 1 A301 6 6 7 7 D D E E E.2 E.2 F F 8.2 8.2 CHECK-IN HP102 WAITING ROOM HP101 WORK ROOM HP103 CLINIC MGR HP104 COUNSELING 2 HP106 DENTAL EXAM HP108 LAB/STERILE HP114 CORR HP117 SRVR RM HP113 MED HP112 MEDICAL POD HP109 EXAM RM 1 HP119 EXAM RM 2 HP120 EXAM RM 3 HP121 EXAM RM 4 HP122 EXAM RM 5 HP123 EXAM RM 6 HP124 4 A301 GROUP ED HP118 DENTAL EQUIP HP107 STAFF RR HP111 RR HP115 PHLEB HP116 74'-8"1'-1 1/4"2'-0 1/2"9'-4 3/4"8'-0 5/8"1'-3"5'-6"7'-6 1/4"6'-5 1/2"4'-4 1/8"8'-2 3/4"9'-7"9'-10 3/4"1'-5 3/4"9'-10"9'-10"1'-0"86° 5.5 5.5 8 8 E.3 E.3 PW3 PW2 PW3 PW3 PW3 PW6 PW6 PW2 PW2 PW3 PW2 PW3 PW2 PW3 PW3 PW3 PW2 PW2 PW2 PW3 PW2 PW3 PW3 6'-6 1/2"8'-2"1'-3 1/2"PW3 7'-10"4'-6 1/2"1'-6"4'-6"5'-0"5'-0"4'-6"9'-4"9'-3"3'-5 1/4"PW6 13' - 3 1/2" PW2 5' - 4 3/8"CONSELING 1 HP 105 4'-1 3/8"3'-4 3/8"7'-0 1/8" 2'-9 1/4" 7' - 8"1'-3 3/4"2' - 10 1/2"2'-1"2 3 E DEMONSTRATION KITCHEN 104 52"LINE OF CEILING ABOVE STOR 105 CLR 5'-2 1/2"40" CLEAR MIN.105 1'-11 1/2"9'-7"A606 11 15 A603 15B A603 PW8 1/4" = 1'-0"1 HEALTHPOINT FLOOR PLAN 21 0 84 16 1/4"=1'-0" PROJECT NUMBER: PROJECT MANAGER: DRAWN BY: COPYRIGHT © 2020 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS: STATE OF WASHINGTON REGISTERED ARCHITECT 11/11/2021 3:18:49 PMA102 ENLARGED FLOOR PLAN 16-0996 Author CheckerFAMILY FIRST COMMUNITYCENTERRENTON, WA11/10/2021BID SETADDENDUM 11/2" = 1'-0"2 DEMONSTRATION KITCHEN SEE SHEETS HP 100 TO HP 301 FOR ADDITIONAL INFORMATION NOTE: GC TO PROVIDE ROUGH IN ONLY FOR DENTAL EQUIPMENT. EQUIPMENT WILL BE FOIO. NO. DESCRIPTION DATE 1 Addendum 1 11/10/21 1 C 8.2 BABY-TODDLER ROOM 119 FAMILY RR 117 RR 120 JAN 116 JAN 118 60"60"56 3/4"48"30" ø 60"62"WALL MOUNT RAISED CHARACTER & BRAILLE ACCESSIBLE RESTROOM SIGN, SEE SHEET A010a FOR STANDARD 459' - 10"460' - 6" PW1 3' - 2 1/2"1' - 9 1/2"TOP OF WALL, 48" AFF 69 3/4"85 1/4"B C 10 WOMEN'S LOCKERS 114.1 MEN'S LOCKERS 113.1 WOMEN'S RESTROOM 114MIN.12"MIN.24"16" - 18"ø 60"54" MIN.36"78 3/8"66 5/8"47 3/4" ø 60" 54" MIN.MIN12"MIN24"60" MIN.ALIGNALIGN12" MIN.12" MIN.MIN. 66" CLR. MEN'S RESTROOM 113 BABY CHANGING STATION BABY CHANGING STATION 3'-0" 5 A601 CLR. 3'-5"ø 60"ø 60"WALL MOUNT RAISED CHARACTER & BRAILLE ACCESSIBLE RESTROOM SIGN WALL MOUNT RAISED CHARACTER & BRAILLE ACCESSIBLE RESTROOM SIGN SEE INTERIOR DESIGN DRAWINGS FOR LOCKERS SEE INTERIOR DESIGN DRAWINGS FOR LOCKERS 4 C 48"30"56"60"56"60"30"48" ø 6 0 "ø 6 0 "MEN'S RR 127 WOMEN'S RR 126 LNDRY 125 W Dø 6 0 "WALL MOUNT RAISED CHARACTER & BRAILLE ACCESSIBLE RESTROOM SIGN. SEE SHEET A010a FOR STANDARD 1.5 0 42 8 1/2"=1'-0" RESTROOM & JAN CLOSETS @ CHILDREN CARE RESTROOM & LOCKER RESTROOM @ LOBBY PROJECT NUMBER: PROJECT MANAGER: DRAWN BY: COPYRIGHT © 2020 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS: STATE OF WASHINGTON REGISTERED ARCHITECT 11/11/2021 3:16:39 PMA103 ENLARGED FLOOR PLAN 16-0996 Author CheckerFAMILY FIRST COMMUNITYCENTERRENTON, WA11/10/2021BID SETADDENDUM 11. SEE SHEET A010a FOR GRAB BAR LOCATIONS, CLEARANCES, AND OTHER ACCESSIBILITY REQUIREMENTS. NOTES: NO. DESCRIPTION DATE 1 Addendum 1 11/10/21 1 1 3 A301 2 A301 1 A301 1 1 1.4 1.4 2 2 3 3 4 4 5 5 6 6 7 7 A A B B C C D D E E E.2 E.2 F F 8.2 8.2 11 11 10 10 4 A301 8'-4"10'-8"19'-0"19'-0"19'-0"19'-0"19'-0"22'-0"35'-0"71'-11"16'-5 1/2"26'-11 3/4"11'-1 1/2"34'-9 1/4"8'-8"31'-8"129'-8"ACT 9' - 0" ACT 8' - 0" ACT 8' - 0" GWB 8' - 0" GWB 8' - 0" GWB 8' - 0" ACT 9' - 0" ACT 9' - 0" GWB 8' - 0" GWB 8' - 0" GWB 10' - 0" ACT 10' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" GWB 9' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" 5.5 5.5 8 8 9 9 E.3 E.3 ACT 9' - 0" GWB 9' - 0" OPEN TO STRUCTURE ABOVE OPEN TO STRUCTURE ABOVE EXPOSE TO STRUCTURE ABOVE ACT 8' - 0" GLULAM BEAMS PER STRUCTURAL, TYP. OPEN TO STRUCTURE ABOVE CHECK-IN 131 SPONSOR 128 LUNCH ROOM 124 ADMIN CORR WOMEN'S RR 126 LNDRY 125 TEEN ROOM 123 YOUTH ROOM 122 DEMONSTRATION KITCHEN 104 MAKER SPACE 1 & 2 106 WAITING ROOM HP101 EXAM RM 1 HP119 EXAM RM 2 HP120 EXAM RM 3 HP121 EXAM RM 4 HP122 EXAM RM 5 HP123 EXAM RM 6 HP124 CLINIC MGR HP104 COUNSELING 2 HP106 DENTAL EXAM HP108 LAB/STERILE HP114 CORR HP117 SRVR RM HP113 ELEC RM 115 FITNESS ROOM 108 DANCE/CLASS 107 GYMNASIUM 110 MEDICAL POD HP109 MED HP112 CHECK-IN HP102 WORK ROOM HP103 MEN'S RR 127 SPONS ADMIN 129 BABY-TODDLER ROOM 119 ADMIN 121 RR 120 STAFF CARRELS 130 MTG ROOM 103 VESTIBULE 101 RR HP115 WOMEN'S LOCKERS 114.1 WOMEN'S RESTROOM 114 STOR 105 GROUP ED HP118 JAN 116 JAN 118 FAMILY RR 117 LOBBY 102 GALLERY 133 MEN'S LOCKERS 113.1 DENTAL EQUIP HP107 STAFF RR HP111 PHLEB HP116 STOR 109 CORR OPEN TO STRUCTURE ABOVE ROOF OVERHANG SUN SHADE ROOF OVERHANG SUN SHADE ROOF OVERHANG SUN SHADE ABOVE ROOF OVERHANG ROOF OVERHANG GLULAM BEAMS PER STRUCTURAL, TYP. EXITEXIT EXITEXITEXIT EXITEXIT EXITEXITEXIT EXIT EXITEXITEXITEXIT EXIT EXITGYM DIVIDER CEILING PER INTERIOR SOFFIT W/ WOOD PANEL @ 8'-0" GWB 10' - 0" GWB 9' - 0" EXIT SOFFIT W/ WOOD PANEL @ 8'-0" SOFFIT W/ WOOD PANEL @ 8'-0" SOFFIT W/ WOOD PANEL @ 8'-0" SOFFIT W/ WOOD PANEL @ 8'-0" SOFFIT W/ WOOD PANEL @ 8'-0" SOFFITT W/ WOOD PANEL @ 8'-0" SOFFIT W/ WOOD PANEL @ 8'-0" GWB 10' - 0" GWB 8' - 0" 9'-1"6'-4"8'-2"11'-6"6'-4"8'-4"5'-4"8'-4"7'-2 1/2"10'-3"3'-2"6'-5"5'-7"7'-10"6'-4"10'-11"9'-1"6'-4"8'-2"11'-6"6'-4"8'-4"5'-4"4'-4"12'-0"4'-4"9'-0 1/2"10'-9 1/2"GWB 10' - 0" E14 E15 E16 E17 E18 E19 E20 E13 E11 E13 E12 E11 E12 E11 E12 E13 E20E19E18E17E16E15E14 24'-10" PLWD 24'-10" PLWD PAINT ALL BUILDING COMPONENTS ABOVE LAY-IN ACOUSTICAL CEILING COLOR P-11C (PER INTERIORS I-1.2) AT ROOMS 107 & 108., INCLUDING BUT NOT LIMITED TO STRUCTURES, WALLS AND HVAC COMPONENTS. ACT 9' - 0" GWB 8' - 6" CEILING SUSPENDED, FORWARD FOLDING BASKETBALL BACKSTOP AND HOOP, TYP OF 6 RANGE HOOD HEADER 8' 0" AFF ACT 10' - 0" ACT 10' - 0" W/ R4 ASSEMBLY ABOVE SEE A501 CONSELING 1 HP 105 1. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES AND LOCATIONS AREA OF 2" ACOUSTICAL PANEL ADHERED ON INTERIOR SIDE OF ROOF SHEATHING, COVERAGE 50% MIN. /3,400 SF MIN. OF OVERHEAD AREA; PER RECOMMENDATION OF ACOUSTICAL CONSULTANT. SUBMIT LAYOUT FOR ARCHITECT APPROVAL. AREA OF 1" ACOUSTICAL PANEL DIRECTLY APPLIED WITH EXPOSED FASTENERS ON INTERIOR SIDE OF ROOF SHEATHING, COVERAGE 80% OF OVERHEAD AREA; PER RECOMMENDATION OF ACOUSTICAL CONSULTANT. SUBMIT LAYOUT FOR ARCHITECT APPROVAL. DASHED LINE INDICATES 2" ACOUSTICAL PANEL WALL MOUNTED ABOVE 8'-0" A.F.F. COVERAGE OF 1,500 SF OF WALL AREA PER RECOMMENDATION OF ACOUSTICAL CONSULTANT. COLOR AND PATTERN PER INTERIOR DESIGN DRAWINGS. SUBMIT LAYOUT TO ARCHITECTURE FOR APPROVAL. PROJECT NUMBER: PROJECT MANAGER: DRAWN BY: COPYRIGHT © 2020 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS: STATE OF WASHINGTON REGISTERED ARCHITECT 11/11/2021 3:28:27 PMA105 RCP 16-0996 Author CheckerFAMILY FIRST COMMUNITYCENTERRENTON, WA11/10/2021BID SETADDENDUM 121 0 84 16 1/8"=1'-0" 1/8" = 1'-0"1 FIRST FLOOR RCP RCP NOTES RCP LEGEND NO. DESCRIPTION DATE 1 Addendum 1 11/10/21 1 FLOOR PLAN 461' - 6" 2 A301 1 A301 11.42345678.21110 E1 E3 E7 E6 E9 E8 E1 E10 5.589 E12 E12 2 A603 E5 E2E1 E9 25' GALLERY HEIGHTMAX WALL HT 489' - 6" E11 E15 11 A602 TYP 13 A602 TYP 12 A602 TYP FLOOR PLAN 461' - 6" LOW ROOF 471' - 6" 3 A301ABC D E E.2 F 10'-0"E1 E1 E5 E8 E13 E7 E9 E12 MECHANICAL WELL BEYOND E.3 E13E9E12 E3 E1 E2 E6 MAX WALL HT 489' - 6" 11 A606 1 A606 TYP 11 A602 FLOOR PLAN 461' - 6" 2 A301 1 A30111.4 2 3 4 5 6 7 8.2 1110 AVG GRADE PLANE 455' - 0" E1 E3 E6 E7 E1 E10 E12 E9 E8 5.5 8 9 E13 E12E9 E10 2 A603 2' - 1"E5 E1 E2 33'-3" MAX HEIGHT25' GALLERY HEIGHTMAX WALL HT 489' - 6" E11 7/8" 1'-0"E15 11 A602 TYP 13 A602TYP 1 A606TYP FLOOR PLAN 461' - 6" LOW ROOF 471' - 6" 3 A301 ABCDEE.2F 21'-0 1/4"10'-0"1'-6"E1 E8 E13 E.3 E9E12 E10 MAX WALL HT 489' - 6" E11 11 A602 A B FLUSH 11" UP 1" DNBA B B B B B B B B B B B B B B A A A A A A A A A A A A A A A A 21 5 7 8 10 12 13 163 4 6 9 11 14 15 ALIGN PER ELEVATIONS PROJECT NUMBER: PROJECT MANAGER: DRAWN BY: COPYRIGHT © 2020 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS: STATE OF WASHINGTON REGISTERED ARCHITECT 11/9/2021 9:51:30 AMA201 EXTERIOR ELEVATIONS 16-0996 Author CheckerFAMILY FIRST COMMUNITYCENTERRENTON, WA11/10/2021BID SETADDENDUM 1NUMBER DESCRIPTION E1 MEMBRANE ROOF, TYP W PRE-FINISHED METAL FASCIA E2 GREEN ROOF (BID ALTERNATE) E3 BEAM PER STRUCTURAL E4 NOT USED E5 GUTTER E6 GLULAM COLUMN E7 FIBERGLASS GLAZING SYSTEM E8 METAL SIDING W ALTERNATING 1" REVEAL PATTERN E9 CORRUGATED METAL SIDING E10 HOLLOW METAL DOOR E11 METAL PANEL PAINT TO MATCH WINDOW MULION E12 FIBERGLASS WINDOW, TYP. E13 ALUMINUM SUNSHADE E15 GLULAM TRIM ELEVATION KEYNOTES 1/8" = 1'-0"1 NORTH ELEVATION 1/8" = 1'-0"4 WEST ELEVATION 21 0 84 16 1/8"=1'-0" 1/8" = 1'-0"2 SOUTH ELEVATION 21 0 84 16 1/8"=1'-0" 1/8" = 1'-0"3 EAST ELEVATION 21 0 84 16 1/8"=1'-0" 21 0 84 16 1/8"=1'-0" 1/4" = 1'-0" WALL PATTERN DIAGRAM NO. DESCRIPTION DATE 1 Addendum 1 11/10/21 1 SAFETY GLAZING NOTES SAFETY GLAZING SHALL BE USED IN THE FOLLOWING AREAS: UNLESS REQUIRED OTHERWISE: 1. GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE. 2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: -EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. -EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. -EXPOSED TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. -ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING. DOOR SCHEDULE ABBREVIATIONS " ELEV - ELEVATION " F.R. - FIRE RATING " HDWR GRP - HARDWARE GROUP " N - NO " NA - NOT APPLICABLE " THKNS - THICKNESS " Y -YES " FF -FACTORY FINISHED/PRE-FINISHED " FG -FIBER GLASS " MTL -METAL " WD -WOOD " ALUM -ALUMINUM " GLS -GLASS " STL -STEEL FIN. FLOOR LEVEL AAAA BBBB CCCC DDDD7'-0"7'-0"3'-0"7'-0"6'-0" 3'-0"3'-0"7'-0"3'-0" EEEE 8' - 0"19' - 8" GGGG7' - 0"6' - 0" 3' - 0"3' - 0"2' - 6"8"3' - 6"FFFF8' - 0"10"HHHH IIII 17'-9"8'-0"3'-0"1'-8"9'-9"20'-2" EQ EQ EQ EQ 5'-0"2'-10"8"3'-8"JJJJ GYM FLOOR LEVEL 7'-0"3'-6"15'-5"KKKK7'-0"3'-0" FIN. FLOOR LEVEL PROJECT NUMBER: PROJECT MANAGER: DRAWN BY: COPYRIGHT © 2020 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS: STATE OF WASHINGTON REGISTERED ARCHITECT 11/11/2021 1:08:08 PMA502 DOOR SCHEDULE 16-0996 Author CheckerFAMILY FIRST COMMUNITYCENTERRENTON, WA11/10/2021BID SETADDENDUM 1NO. ELEVATION MARK DOOR HARDWARE SET DOOR FRAME F.R. CLOSER FRAME GASKET REMARKSWIDTH HEIGHT THKNS HDWR GRP OPERATION MATERIAL FINISH MATERIAL FINISH 101 F 6' - 0" 8' - 0" 1 3/4" 01 SWING AL/GLASS PT ALUMINUM PT NR PANIC HARDWARE, AUTO OPENER, CARD ACCESS 102a F 6' - 0" 8' - 0" 1 3/4" 23 SWING AL/GLASS PT ALUMINUM PT NR AUTO OPENER, CARD ACCESS 102b G 19' - 8" 8' - 0" 03 POCKET HM PREFINISHED HM PT NR AFTER-HOURS SECURITY GATE, POWER OPERATED, BIDDER DESIGN. FINISH: POWDER COATED , BLACK. SEE GENERAL NOTE #3 ON SHEET A502 FOR ADDITIONAL INFORMATION 103a B 3' - 0" 7' - 0" 1 3/4" 04 SWING HM/GLASS PT HM PT NR PANIC HARDWARE, CARD ACCESS 103b E 6' - 0" 7' - 0" 1 3/4" 27 SWING HM PT HM PT NR PANIC HARDWARE 104a H 20' - 2" 10' - 0" 03 SLIDE WD PT WD PT COORDINATE TRACK AND LOCKING MECHANISM WITH DOOR MFR. 104b A 3' - 0" 7' - 0" 1 3/4" 06 SWING HM PT HM PT NR 105 C 4' - 4" 7' - 0" 2" 07 POCKET HM PT HM PT 106a E 6' - 0" 7' - 0" 1 3/4" 08 SWING HM PT HM PT NR CARD ACCESS 106b E 6' - 0" 7' - 0" 1 3/4" 08 SWING HM PT HM PT NR CARD ACCESS 106c I 15' - 0" 9' - 0" 2" 03 POCKET HM PT HM PT COORDINATE SPECIALTY HARDWARE W/DOOR MFR. 107 B 3' - 0" 7' - 0" 1 3/4" 09 SWING HM/GLASS PT HM PT NR 108a B 3' - 0" 7' - 0" 1 3/4" 05 SWING HM/GLASS PT HM PT NR 108b A 3' - 0" 7' - 0" 1 3/4" 06 SWING HM PT HM PT NR 109a D 6' - 0" 7' - 0" 1 3/4" 10 SWING HM PT HM PT NR 109b D 6' - 0" 7' - 0" 1 3/4" 10 SWING HM PT HM PT NR 109c K 3' - 0" 6' - 8" 1 3/4" 05 SWING HM PT HM PT NR WIRE MESH GATE AND DOOR 110a F 6' - 0" 7' - 0" 1 3/4" 02 SWING AL/GLASS PT ALUMINUM PT NR CARD ACCESS 110b E 6' - 0" 7' - 0" 1 3/4" 11 SWING HM PT HM PT NR 110c E 6' - 0" 7' - 0" 1 3/4" 11 SWING HM PT HM PT NR 110d J 3' - 6" 7' - 0" 1 3/4" 06 SWING HM PT HM PT NR MECHANICAL WELL ACCESS DOOR, PAINT GRAY TO MATCH ARCHITECT'S SAMPLE 110e J 3' - 6" 7' - 0" 1 3/4" 06 SWING HM PT HM PT NR MECHANICAL WELL ACCESS DOOR, PAINT GRAY TO MATCH ARCHITECT'S SAMPLE 111 D 6' - 0" 7' - 0" 1 3/4" 28 SWING HM PT HM PT NR 112a A 3' - 0" 7' - 0" 1 3/4" 29 SWING HM PT HM PT NR 112b A 3' - 0" 7' - 0" 1 3/4" 06 SWING HM PT HM PT NR 113 A 3' - 0" 7' - 0" 1 3/4" 12 SWING HM PT HM PT NR 114 A 3' - 0" 7' - 0" 1 3/4" 12 SWING HM PT HM PT NR 115a 5' - 0" 7' - 0" 1 3/4" 13 SWING HM PT HM PT NR PANIC HARDWARE 115b A 3' - 0" 7' - 0" 1 3/4" 22 SWING HM PT HM PT NR PANIC HARDWARE 116 A 3' - 0" 7' - 0" 1 3/4" 14 SWING HM PT HM PT NR 117 A 3' - 0" 7' - 0" 1 3/4" 15 SWING HM PT HM PT NR 118 A 3' - 0" 7' - 0" 1 3/4" 25 SWING HM PT HM PT NR 119 A 3' - 0" 7' - 0" 1 3/4" 16 SWING HM PT HM PT NR 120 A 3' - 0" 4' - 6" 1 3/4" 24 SWING HM PT HM PT NR 122 B 3' - 0" 7' - 0" 1 3/4" 05 SWING HM/GLASS PT HM PT NR 123 B 3' - 0" 7' - 0" 1 3/4" 05 SWING HM/GLASS PT HM PT NR 124a B 3' - 0" 7' - 0" 1 3/4" 05 SWING HM/GLASS PT HM PT NR 124b A 3' - 0" 7' - 0" 1 3/4" 05 SWING HM PT HM PT NR 125 A 3' - 0" 7' - 0" 1 3/4" 05 SWING HM PT HM PT NR 126 A 3' - 0" 7' - 0" 1 3/4" 15 SWING HM PT HM PT NR 127 A 3' - 0" 7' - 0" 1 3/4" 15 SWING HM PT HM PT NR 128 A 3' - 0" 7' - 0" 1 3/4" 17 SWING HM PT HM PT NR 129 A 3' - 0" 7' - 0" 1 3/4" 17 SWING HM PT HM PT NR 130 A 3' - 0" 7' - 0" 1 3/4" 17 SWING HM PT HM PT NR 131 A 3' - 0" 7' - 0" 1 3/4" 17 SWING HM PT HM PT NR 132 A 3' - 0" 7' - 0" 1 3/4" 06 SWING HM PT HM PT NR CARD ACCESS 134 A 3' - 0" 7' - 0" 1 3/4" 22 SWING HM PT HM PT NR PANIC HARDWARE HP101a B 3' - 0" 7' - 0" 1 3/4" 30 SWING HM/GLASS PT HM PT NR CARD ACCESS HP101b A 3' - 0" 7' - 0" 1 3/4" 30 SWING HM PT HM PT NR CARD ACCESS HP103 A 3' - 0" 7' - 0" 1 3/4" 18 SWING HM PT HM PT NR HP104 A 3' - 0" 7' - 0" 1 3/4" 18 SWING HM PT HM PT NR HP105 A 3' - 0" 7' - 0" 1 3/4" 18 SWING HM PT HM PT NR HP106 A 3' - 0" 7' - 0" 1 3/4" 18 SWING HM PT HM PT NR HP107 A 3' - 0" 7' - 0" 1 3/4" 05 SWING HM PT HM PT NR HP109 C 3' - 0" 7' - 0" 2" 21 POCKET HM PT HM PT NR HP111 A 3' - 0" 7' - 0" 1 3/4" 20 SWING HM PT HM PT NR HP112 A 3' - 0" 7' - 0" 1 3/4" 05 SWING HM PT HM PT NR HP113 A 3' - 0" 7' - 0" 1 3/4" 30 SWING HM PT HM PT NR CARD ACCESS HP114a C 3' - 0" 7' - 0" 2" 19 POCKET HM PT HM PT NR HP114b C 3' - 0" 7' - 0" 2" 19 POCKET HM PT HM PT NR HP115 A 3' - 0" 7' - 0" 1 3/4" 20 SWING HM PT HM PT NR HP117 A 3' - 0" 7' - 0" 1 3/4" 22 SWING HM PT HM PT NR PANIC HARDWARE HP118a B 3' - 0" 7' - 0" 1 3/4" 05 SWING HM/GLASS PT HM PT NR HP118b A 3' - 0" 7' - 0" 1 3/4" 05 SWING HM PT HM PT NR HP119 A 3' - 0" 7' - 0" 1 3/4" 18 SWING HM PT HM PT NR HP120 A 3' - 0" 7' - 0" 1 3/4" 18 SWING HM PT HM PT NR HP121 A 3' - 0" 7' - 0" 1 3/4" 18 SWING HM PT HM PT NR HP122 A 3' - 0" 7' - 0" 1 3/4" 18 SWING HM PT HM PT NR HP123 A 3' - 0" 7' - 0" 1 3/4" 18 SWING HM PT HM PT NR HP124 A 3' - 0" 7' - 0" 1 3/4" 18 SWING HM PT HM PT NR DOOR SCHEDULE 1/4" = 1'-0" ELEVATION TYPES 1. ALL EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT PER IBC 1010.1.9. 2. DOORS REQUIRED TO BE ACCESSIBLE SHALL HAVE LEVER TYPE HARDWARE OR OTHER SHAPE WHICH WILL PERMIT OPERATION BY WRIST OR ARM PRESSURE AND WHICH DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING TO OPERATE. 3. NOTE: AFTER HOUR GATE TO BE BIDDER DESIGNED. -PROVIDE READILY VISIBLE SIGNAGE "GATE TO REMAIN OPEN DURING REGULAR OCCUPANCY HOURS" -GC TO COORDINATE WITH LIFE SAFETY CONTRACTOR AND CONNECT GATE OPERATION UNIT WITH LIFE SAFETY SYSTEM, GATE OPERATING MECHANISM TO BE "FAIL SAFE" -GC TO COORDINATE AND PROVIDE MANUAL OVERRIDE SWITCH ON EACH SIDE OF THE GATE WITH ALARM WIRING, TO ALLOW OPENING OF THE GATE IN AN EMERGENCY, SPECIFIC SWITCH LOCATION TO BE COORDINATED WITH ARCHITECT & OWNER. GENERAL NOTES NO. DESCRIPTION DATE 1 Addendum 1 11/10/21 1 E011SCHEDULES192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083RAGLREVISIONS:NO.DESCRIPTIONDATE1ADDENDUM 1BID SET ADDENDUM 1 11/10/202111/10/21111 DNDNVAN1234567AABBCCDDEEE.2FF8.21110ELEC RM115LNDRY125TEENROOM123YOUTHROOM122WOMEN'SRR126SPONSOR128LUNCHROOM124MAKERSPACE 1 &2106DEMONSTRATIONKITCHEN104FITNESSROOM108DANCE/CLASS107GYMNASIUM110WAITINGROOMHP101MEDICALPODHP109CHECK-INHP102WORKROOMHP103EXAM RM 1HP119EXAM RM 2HP120MEDHP112LAB/STERILEHP114CLINIC MGRHP104COUNSELING2HP106DENTALEXAMHP108STAFFCARRELS130CHECK-IN131SPONSADMIN129MEN'S RR127ADMIN121RR120BABY-TODDLERROOM119VESTIBULE101SRVR RMHP113EXAM RM 3HP121EXAM RM 4HP122EXAM RM 5HP123EXAM RM 6HP124RRHP115MTG ROOM103STOR105GROUP EDHP118CORRHP117JAN116JAN118FAMILY RR117WOMEN'SLOCKERSWOMEN'SRESTROOM114ADMINCORR132LOBBY102GALLERY133EXIT134MEN'SLOCKERSSTAFF RRHP111DENTALEQUIPHP107PHLEBHP116STOR111FIRE &WATER112STOR109CORR5.589E.3MEN'SRESTROOM113CONSELING1HP 105PANOHP110PANEL H1PANEL A4PANEL A3E1101REMOTE PSEUTILITY METERFARA4DWTV: +72"WP/GFIWP/GFIWP/GFIWP/GFIWP/GFIWP/GFIWP/GFITV+60"TVCOPIERJJ+42"1TYPICAL11TYPICAL123232255557GFI67L6-30711TYPICAL1TYPICAL1E1102E1104E1103COPIERJCLGPROJECTORJSSCREEN1011 +42"+42"+42"+42"+102"+102"HOODSDISHWASERINSTA-HOTDISPOSALSA4-1,3A4-5A4-7A4-7A4-9A4-11A4-19A4-13A4-15A4-19A4-21,23A4-37A4-37A4-29A4-29A4-29A4-29A4-29A4-29A4-27A4-27A4-27A4-2A4-2A4-4A4-4A4-4A4-6A4-6A4-6A4-8A4-8A4-10A4-10A4-12A4-14A4-16A4-18A4-22A4-22A4-24,26A4-28,30A4-37REFREFOVEN A2-23A2-25A2-27A2-29A2-31A2-33A2-35A2-37+72"TVA2-17A2-17A2-17A2-19A2-19A2-19A2-11A2-11A2-11A2-13A2-13A2-13A2-13A2-13A2-13A2-15A2-15A2-15A2-15A2-15A2-22J12J12+144"JJ12+144"12+144"12J13A2-24A2-24A2-24A2-24A2-40A2-40A2-40GFI8TYPICAL6-20R6-20RMW @24"+36"MW@24"A4-17GYM DIVIDER3/4HP, 120V/1PH.A2-4SK 14BASKETBALL BACKSTOP3/4HP, 120V/1PH.A2-6A3-2,4A3-6A3-8A3-8A3-8A3-8A3-12A3-14A3-16A3-1818A3-264A3-28A3-1A3-1A3-3A3-3A3-3A3-3A3-3A3-8A3-7A3-7A3-7A3-9A3-9A3-9A3-9A3-11A3-15A3-15A3-15A3-17A3-17A3-17A3-17A3-17A3-20A3-20A3-20A3-20A3-20A3-25A3-25A3-25A3-25A3-25A3-25A3-25A3-25A3-27A3-27A3-27A3-27A3-27A3-27A3-29A3-29GFIGFIA1-28A1-30A1-30A1-30A1-30A1-30A1-28A1-28A1-28A1-26A1-26A1-24A1-24A1-22A1-22A1-22A1-22A1-22A1-20A1-20A1-20A1-20A2-24A2-26A2-26A2-18A2-20A2-20A2-20A2-20A2-20A2-20SECURITY GATESKSK 14A4-3314BASKETBALL BACKSTOP3/4HP, 120V/1PH.A2-814BASKETBALL BACKSTOP3/4HP, 120V/1PH.A2-1014BASKETBALL BACKSTOP3/4HP, 120V/1PH.A2-1414BASKETBALL BACKSTOP3/4HP, 120V/1PH.A2-1614BASKETBALL BACKSTOP3/4HP, 120V/1PH.A2-12A1-16J15IRRIGATIONCONTROLLERA2-22A2-22A2-18H1-9H1-9H1-9H1-9H1-19H1-19H1-19H1-19H1-11H1-11H1-11H1-11H1-13H1-13H1-13H1-13H1-15H1-15H1-15H1-15H1-17H1-17H1-17H1-17H1-23H1-23H1-23H1-23H1-23H1-23H1-25H1-25H1-25H1-25H1-27H1-25H1-27H1-27H1-29H1-29H1-29H1-31H1-33H1-33H1-39H1-39H1-39H1-39H1-41H1-41H1-41H1-41H1-41H1-41H1-45,47H1-49H1-49A2-15H1-51,53H1-55H1-59H1-59H1-71H1-59H1-59H1-71H1-59PANELA2PANEL DWP/GFIA3-19WP/GFIA3-1916TYP.1616TYP.16TYP.H1-7111111H1-23A4-2991A3-15171818GFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIA3-17GFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIA3-8GFIA3-17A3-20A3-20GFIA3-27GFIA1-30SCOREBOARD CONSOLE1919H1-25H1-33H1-3919SERVER,A2-3620GFI2121212121H1-1121H1-19H1-13H1-15H1-17GFIGFIGFIGFIGFIGFIH1-9121COFFEEMAKERGFIH1-71H1-69 H1-71 H1-25GFI21111GFIA1-24A1-2621211A3-8A3-82121GFIJA1-32VRF CONTROLPANEL111.42345678.211105.589E101FLOOR PLAN - POWERX1.PROVIDE CONTROLLED RECEPTACLES FOR 50% OF THE RECEPTACLES IN ALL OFFICES, CONFERENCE ROOMS,CLASSROOMS AND BREAK ROOMS PER WSEC REQUIREMENTS. RECEPTACLES ARE TO BE HALF SWITCHED AND LABELEDPER NEC. PROVIDE RELAY, RATED FOR 20A RECEPTACLE, FOR ON/OFF CONTROL FROM LIGHTING CONTROL OCCUPANCYSENSOR.2.PROVIDE GFCI PROTECTION TO ALL DEVICES IN THIS SPACE AS REQUIRED BY NEC 210.8(B). SEE PANEL SCHEDULES ONE011 FOR GFCI PROTECTION AT CIRCUIT BREAKERS.3.PROVIDE DEDICATED CIRCUIT FOR ALL KITCHEN EQUIPMENT AND APPLIANCES.4.PROVIDE CONNECTION TO MOTORIZED DOOR OPERATOR AT VESTIBULE DOOR. VERIFY EXACT LOCATION OF OPERATORBUTTONS AND CONNECTION REQUIREMENTS WITH ARCHITECT AND EQUIPMENT PROVIDER. PROVIDE CONNECTION TOENTRY ACCESS SYSTEM.5.PROVIDE CEILING MOUNTED CORD REELS WITH QUAD RECEPTACLE FOR MAKER SPACE WORK BENCHES. PROVIDEDDEDICATED CIRCUIT FOR EACH CORD REEL. PROVIDE HUBBELL # HBLI25123R220M16.PROVIDE DEDICATED CIRCUIT AND CONNECTION DEVICE FOR SERVER(S) AS REQUIRED BY HEALTH POINT I.T.DEPARTMENT. VERIFY CONNECTION REQUIREMENTS PRIOR TO ROUGH-IN.7.PROVIDE EMPTY (2)3" CONDUIT(S) WITH PULL-STRINGS, RUN UNDER-SLAB FROM ELECTRICAL ROOM TO EACH LOCATIONSHOWN, FOR POSSIBLE FUTURE POWER AND TELECOM INFRASTRUCTURE. SEE ONE-LINE DIAGRAM & DETAIL #1 ON E110FOR ELECTRICAL ROOM LOCATIONS.8.NO EXPOSED CONDUIT OR CABLING IS TO BE RUN THRU THE GALLERY SPACE. ALL CONDUIT & CABLING IS TO BECONCEALED IN WALLS, RUN UNDERGROUND OR ROUTED AROUND THE GALLERY SPACE.9.GALLERY SECURITY GATE. PROVIDE POWER CONNECTION TO GATE MOTOR AND ALL REQUIRED CONTROL WIRING ASREQUIRED BY MANUFACTURER IN ORDER TO CONNECT COMPLETE. VERIFY LOCATION OF CONTROLLER WITH ARCHITECT.10.PROVIDE 1-1/2" CONDUIT PATHWAY FROM CEILING LOCATION TO WALL AV JUNCTION BOX FOR CONNECTIVITY WITHPROJECTOR. VERIFY LOCATIONS AND CONDUIT SIZE WITH AV VENDOR.11.PROVIDE POWER CONNECTION TO MOTORIZED SCREEN AND CONTROL SWITCH AS REQUIRED TO CONNECT COMPLETE.VERIFY LOCATIONS AND CONNECTION REQUIREMENTS WITH AV VENDOR.12.PROVIDE RECESSED J-BOX AT EACH SCOREBOARD LOCATION AND 1-1/2" CONDUIT PATHWAY, WITH PULL-STRING, FROMJ-BOX TO CONSOLE LOCATION AS REQUIRED BY SCOREBOARD MANUFACTURER. VERIFY EXACT MOUNTING LOCATIONWITH ARCHITECT.13.CONNECTION TO MOTORIZED GYM DIVIDER CURTAIN. PROVIDE POWER CONNECTION ALONG WITH CONTROLLER WIRINGFROM MOTOR TO KEYED SWITCH PER MANUFACTURER REQUIREMENTS AND CONNECT COMPLETE.14.CONNECTION TO MOTORIZED BASKETBALL BACKSTOPS. PROVIDE POWER CONNECTION TO WINCH ALONG WITHCONTROLLER WIRING FROM MOTOR TO KEYED SWITCH PER MANUFACTURER REQUIREMENTS AND CONNECT COMPLETE.15.PROVIDE (1) 2" PVC CONDUIT, WITH PULL-STRING, FROM IRRIGATION CONTROLLER RUNNING UNDERGROUND OUT TONEAREST PLANTING AREA, ROUGHLY 20 LINEAR FEET. VERIFY EXACT ROUTING AND LENGTH WITH G.C. AND LANDSCAPECONTRACTOR.16.ALL RECEPTACLES LOCATED IN HEALTHPOINT CLINIC AREA ARE TO BE HEAVY-DUTY HOSPITAL GRADE (EXCEPT FORWAITING, CHECK-IN AND GROUP ED ROOMS).17.PROVIDE CONNECTION TO PANO XRAY MACHINE AND ALL ASSOCIATED ACCESSORIES INCLUDING REMOTE CONTROLS.VERIFY ALL WIRING, PATHWAY AND CONNECTIONS REQUIRED BY MANUFACTURER ACCORDING TO SPECIFIC EQUIPMENTSUPPLIED FOR THIS PROJECT, PRIOR TO ROUGH-IN.18.PROVIDE FLUSH FLOOR BOX RECEPTACLES IN MEETING ROOMS AS SHOWN AND REQUIRED BY NEC 210.65(B)(2). PROVIDEHUBBELL # S1PFB WITH S1TFCGY COVER PLATE. VERIFY COLOR WITH ARCHITECT PRIOR TO ORDER.19.PROVIDE FLUSH FLOOR BOX WITH POWER AND TELE/DATA RECEPTACLES IN GYM AND SPONSOR OFFICE AS SHOWN.PROVIDE HUBBELL # S1SFB WITH S1TFCBRS COVER PLATE. VERIFY COLOR WITH ARCHITECT PRIOR TO ORDER.20.MAIN SERVER LOCATION. PROVIDE DEDICATED CIRCUIT AND CONNECTION DEVICE FOR SERVER(S) AS REQUIRED BY I.T.DEPARTMENT AND DESIGN BUILD LOW VOLTAGE SUBCONTRACTOR. PROVIDE (3) 2-INCH & (2) 3-INCH CONDUITS FROMELECTRICAL ROOM TO SERVER FOR CONNECTIVITY TO ALL TELECOM PROVIDERS AND PATHWAY FOR CABLING BACK TOTHE NORTH HALF OF THE BUILDING. VERIFY CONNECTION REQUIREMENTS PRIOR TO ROUGH-IN.21.PROVIDE GFCI-TYPE DUPLEX RECEPTACLE IN CASEWORK UNDER SINK FOR PLUG-IN POWER CONNECTION TO AUTOMATICFAUCET SENSORS. VERIFY EXACT LOCATION WITH ARCHITECT & OTHER TRADES, PRIOR TO ROUGH-IN, TO ENSURE DEVICEIS ACCESSIBLE. CONFIRM RECEPTACLE CONNECTION REQUIREMENTS WITH PLUMBER PRIOR TO DEVICE ORDER & INSTALLAND MAKE ALTERATIONS AS REQUIRED.192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083RAGLREVISIONS:NO.DESCRIPTIONDATE1ADDENDUM 1BID SET ADDENDUM 1 11/10/202111/10/21ALL LOW VOLTAGE SYSTEMS ARE DESIGN-BUILD. LOW VOLTAGE DEVICESSHOWN IN THIS SET ARE FOR COORDINATION AND SCOPE INTENTPURPOSES ONLY. SEE LOW VOLTAGE CONTRACTOR'S DRAWING SET FOREQUIPMENT AND DEVICE QUANTITIES AND LOCATIONS.SEE SHEET E121 FOR ADDITIONAL SCOPE CONTENT.A.PROVIDE TAMPER-PROOF RECEPTACLES IN ALL BUILDING AREAS ACCESSIBLE TO GENERAL PUBLIC,INCLUDING ALL HEALTH POINT AREAS.B.GFCI PROTECTION: ALL 125-VOLT THROUGH 250-VOLT RECEPTACLES SUPPLIED BY SINGLE-PHASE BRANCHCIRCUITS RATED 150V TO GROUND OR LESS, 50 AMPS OR LESS, AND THREE-PHASE RECEPTACLES RATED150V TO GROUND OR LESS, 100 AMPS OR LESS, INSTALLED IN BATHROOMS, KITCHENS, AND WITHIN 6-FEETOF A SINK ARE TO BE PROVIDED WITH GFCI PROTECTION PER 210.8(B).C.INSTALL GFCI PROTECTED RECEPTACLES WITHIN 25-FEET OF ALL MECHANICAL EQUIPMENT FORMAINTENANCE. FIELD VERIFY EXACT LOCATIONS WITH MECHANICAL CONTRACTOR.D.CONTROLLED RECEPTACLES PER WSEC: 50% OF THE RECEPTACLES IN ALL OPEN AND ENCLOSEDOFFICES, CONFERENCE ROOMS, CLASSROOMS, AND BREAK ROOMS ARE TO BE AUTOMATICALLYCONTROLLED AS PER ENERGY CODE REQUIREMENTS. UNLESS NOTED OTHERWISE, RECEPTACLES ARETO BE BE HALF-SWITCHED WITH THE TOP OUTLET AUTOMATICALLY SWITCHED VIA THE LIGHTING CONTROLSYSTEM IN THE ROOM. AUTOMATICALLY CONTROLLED RECEPTACLES ARE TO AHVEMANUFACTURER-INSTALLED ENGRAVED LABELING IDENTIFYING THE SWITCHED OUTLETS AT EACHLOCATION.E.VERIFY ALL DEVICE AND SWITCH LOCATIONS WITH ARCHITECT, OWNER & TENANTS, PRIOR TO ROUGH-IN.1 LAB/STERILEHP114RRHP115PHLEBHP116+68"+36"FRIDGEULTRASONICHYDRIMUC FRIDGE23333+18"STATIMH1-52H1-54H1-54H1-54H1-56H1-56 H1-64 H1-60,62H1-58H1-58H1-70H1-6811TYPICALH1-56 AUTOCLAVE3VISTAPUREH1-66H1-56312J16H1-541611MEDICALPODHP109+60"+60"1H1-38H1-40H1-40H1-44H1-46H1-44H1-42H1-38H1-42H1-38H1-46PANEL H1GFIH1-38H1-38DENTALEXAMHP108DENTALEQUIPHP107686879MAC-1MAV-1H1-14,16H1-18,20H1-22H1-24H1-26H1-28H1-30JJH1-32X-RAYH1-61H1-63H1-63H1-63H1-61H1-61109TYPICALH1-3412JGFIGFIGFIGFI13TYPICALELEC RM115JAN116JAN118WOMEN'SLOCKERSWOMEN'SRESTROOMEXIT134REMOTE PSEUTILITY METERSE PANEL A1A1-29MAIN SWITCHBOARD 'MSB'GFIFACP, A1-25LCPA1-27TELECOMMA1-31A1-31A1-331544J145192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083RAGLREVISIONS:NO.DESCRIPTIONDATE1ADDENDUM 1BID SET ADDENDUM 1 11/10/202111/10/21E110ENLARGED POWER PLANS& DETAILSX1.PROVIDE CONTROLLED RECEPTACLES FOR 50% OF THE RECEPTACLES IN ALL OFFICES,CONFERENCE ROOMS, CLASSROOMS AND BREAK ROOMS PER ENERGY CODEREQUIREMENTS. RECEPTACLES ARE TO BE HALF SWITCHED WITH LABELING PER NEC OFWHICH OUTLET IS CONTROLLED.2.PROVIDE GFCI PROTECTION ON ALL DEVICES WITHIN 6-FEET OF SINKS AND WATERSOURCES. SEE PANEL SCHEDULES ON E011 FOR GFCI PROTECTION AT CIRCUITBREAKERS.3.PROVIDE DEDICATED CIRCUIT FOR EACH PIECE OF SPECIALTY EQUIPMENT ANDAPPLIANCES. VERIFY MANUFACTURERS CONNECTION AND CABLING REQUIREMENTSPRIOR TO ROUGH-IN4.PROVIDE & INSTALL FIRE RATED BACKBOARDS MOUNTED TO WALL INDICATED. PROVIDEA/C GRADE SHEETS, 4-FT X 8-FT X 3/4-INCH. TOP OF SHEET TO BE MAX OF 8'-6" AFF. ALLEDGES ARE TO BE SMOOTH AND SPLINTER-FREE. PAINT TO MATCH FINISHED WALLSWITH FIRE RETARDANT PAINT.5.PROVIDE 3" CONDUIT PATHWAYS, RUN UNDER-SLAB, FROM ELECTRICAL ROOM TO THEFOLLOWING LOCATIONS (AS SHOWN ON SHEET E101) FOR POTENTIAL FUTURE POWERAND TELECOM CABLING TO SOUTH SIDE OF THE BUILDING. (THESE FUTURE CONDUITSARE IN ADDITION TO ANY PATHWAY REQUIRED FOR CURRENT PROJECT SCOPE)-(2) TO HEALTH POINT SERVER IN HP 113-(2) TO STORAGE RM 111-(2) TO STORAGE RM 1056.CONNECTION TO DENTAL CHAIR. PROVIDE 1/2" EMT CONDUIT STUBBED OUT OF FLOOR1-1/2" WITH BOX AND HOSPITAL GRADE DUPLEX RECEPTACLE FED BY DEDICATEDCIRCUIT, AS DIRECTED BY MANUFACTURER. PROVIDE 3/4" CONDUIT STUBBED 1-1/2" OUTOF FLOOR FOR DATA CABLING.7.CONNECTION TO DENTAL EQUIPMENT CENTRAL CONSOLE. PROVIDE 1" EMT CONDUITSTUBBED OUT OF FLOOR 1-1/2" WITH BOX AND HOSPITAL GRADE QUAD RECEPTACLE FEDBY DEDICATED CIRCUIT, AS DIRECTED BY MANUFACTURER. PROVIDE 2" CONDUITSTUBBED 1-1/2" OUT OF FLOOR FOR DATA CABLING.8.CONNECTION TO DENTAL "12 O'CLOCK UNIT". PROVIDE 1" EMT CONDUIT STUBBED OUT OFFLOOR 1-1/2" WITH BOX AND HOSPITAL GRADE DUPLEX RECEPTACLE FED BY DEDICATEDCIRCUIT, AS DIRECTED BY MANUFACTURER. PROVIDE 2" CONDUIT STUBBED 1-1/2" OUT OFFLOOR FOR DATA CABLING.9.PROVIDE CONDUIT PATHWAY BETWEEN DENTAL CHAIRS, CENTER CONSOLE AND '12O'CLOCK UNITS" PER MANUFACTURER REQUIREMENTS. VERIFY PATHWAY SIZE ANDEQUIPMENT CONNECTION LOCATIONS PRIOR TO ORDER AND ROUGH-IN.10.PROVIDE J-BOXES AND RECEPTACLES MOUNTED WITHIN CENTRAL CONSOLE ASREQUIRED BY MEDICAL DEVICE VENDOR AND EQUIPMENT MANUFACTURER.11.ALL DEVICES LOCATED IN HEALTHPOINT CLINIC AREA ARE TO BE HEAVY-DUTY HOSPITALGRADE (EXCEPT FOR WAITING, CHECK-IN AND GROUP ED ROOMS).12.CONNECTIONS TO DENTAL EQUIPMENT REMOTE SHUT-OFF SWITCH. E.C. TO PROVIDECONDUIT PATHWAY AND LOW VOLTAGE CONTROL CABLING (#18/4 AWG) FROM SWITCHLOCATION IN LAB 114 TO DENTAL AIR COMPRESSOR & VACUUM IN EQUIP 107. PROVIDECONTROL SWITCH (AIR TECHNIQUES # 53251) AND 2-GANG OUTLET BOX IN LAB 114.VERIFY EXACT LOCATIONS WITH ARCHITECT AND TENANT PRIOR TO ROUGH-IN. VERIFYALL CABLING AND TERMINATION REQUIREMENTS WITH MANUFACTURER AND CONNECTCOMPLETE.13.IN DENTAL EXAM ROOM, CONTRACTOR IS TO MARK OUT ALL PROPOSED EQUIPMENTLOCATIONS AND CONDUIT ROUTING AND CONFIRM WITH ARCHITECT, TENANT ANDEQUIPMENT PROVIDER PRIOR TO ROUGH-IN.14.PROVIDE 2-INCH PVC CONDUIT AND NEMA 3R ENCLOSURE ON EXTERIOR FACADE FORPSE METERING ANTENNA, AS REQUIRED BY PSE STANDARDS. CONDUIT TO RUN FROMNEMA ENCLOSURE INTO ELECTRICAL ROOM AND BE LABELED "PSE USE ONLY".15.PROVIDE (3) 2-INCH AND (2) 3-INCH CONDUITS FROM THE ELECTRICAL ROOM TO THESERVER LOCATION IN STORAGE RM 109, FOR TELECOM UTILITY CONNECTIVITY ANDCABLING BACK TO THE NORTH HALF OF THE BUILDING.16.PROVIDE GFCI-TYPE DUPLEX RECEPTACLE IN CASEWORK UNDER SINK FOR PLUG-INPOWER CONNECTION TO AUTOMATIC FAUCET SENSORS. VERIFY EXACT LOCATION WITHARCHITECT & OTHER TRADES, PRIOR TO ROUGH-IN, TO ENSURE DEVICE IS ACCESSIBLE.CONFIRM RECEPTACLE CONNECTION REQUIREMENTS WITH PLUMBER PRIOR TO DEVICEORDER & INSTALL AND MAKE ALTERATIONS AS REQUIRED.E1101E1102E1103E1104A.PROVIDE TAMPER-PROOF RECEPTACLES IN ALL BUILDING AREAS ACCESSIBLE TO GENERAL PUBLIC.B.GFCI PROTECTION: ALL 125-VOLT THROUGH 250-VOLT RECEPTACLES SUPPLIED BY SINGLE-PHASE BRANCHCIRCUITS RATED 150V TO GROUND OR LESS, 50 AMPS OR LESS, AND THREE-PHASE RECEPTACLES RATED150V TO GROUND OR LESS, 100 AMPS OR LESS, INSTALLED IN BATHROOMS, KITCHENS, AND WITHIN 6-FEETOF A SINK ARE TO BE PROVIDED WITH GFCI PROTECTION PER 210.8(B).C.INSTALL GFCI PROTECTED RECEPTACLES WITHIN 25-FEET OF ALL MECHANICAL EQUIPMENT FORMAINTENANCE. FIELD VERIFY EXACT LOCATIONS WITH MECHANICAL CONTRACTOR.D.CONTROLLED RECEPTACLES PER WSEC: 50% OF THE RECEPTACLES IN ALL OPEN AND ENCLOSEDOFFICES, CONFERENCE ROOMS, CLASSROOMS, AND BREAK ROOMS ARE TO BE AUTOMATICALLYCONTROLLED AS PER ENERGY CODE REQUIREMENTS. UNLESS NOTED OTHERWISE, RECPTACLES ARE TOBE BE HALF-SWITCHED WITH THE TOP OUTLET AUTOMATICALLY SWITCHED VIA THE LIGHTING CONTROLSYSTEM IN THE ROOM. AUTOMATICALLY CONTROLLED RECEPTACLES ARE TO AHVEMANUFACTURER-INSTALLED ENGRAVED LABELING IDENTIFYING THE SWITCHED OUTLETS AT EACHLOCATION.E.CONTRACTOR TO VERIFY ALL HEALTH POINT EQUIPMENT LOCATIONS WITH HEALTH POINT STAFF PRIOR TOMATERIAL ORDER AND ROUGH-IN. ADJUST LOCATIONS AS NEEDED AND DIRECTED.F.ELECTRICAL ROOM DOORS ARE TO BE EQUIPPED WITH PANIC BARS / HARDWARE FOR EGRESS.COORDINATE WITH ARCHITECT.A.SWITCHBOARD BASIS OF DESIGN IS: EATON POW-R-LINE C SWITCHBOARD WITH MPMMULTIPOINT METERING SYSTEM AND PXMP METER BASE.B.SWITCHBOARD FOOTPRINT MUST BE NO LARGER THEN 117-INCHES LONG BY 30-INCHES DEEP.C.PROVIDE MINIMUM OF 6-FEET WORKING CLEARANCE IN FRONT OF SWITCHBOARD SECTION(S)CONTAINING UTILITY METERING EQUIPMENT PER PSE REQUIREMENTS. (AS DESIGNED, THESINGLE SECTION WITH UTILITY METERING EQUIPMENT IS 45-INCHES WIDE x 30-INCHES DEEP)D.ELECTRICAL CONTRACTOR TO COORDINATE DIRECTLY WITH ARCHITECT TO ENSUREELECTRICAL ROOM DOUBLE-DOORS LINE UP WITH METERING SECTION (BASED ONSWITCHBOARD SHOP DRAWINGS) TO ACHIEVE PSE CLEARANCE REQUIREMENTS.E.ELECTRICAL CONTRACTOR TO COORDINATE ALL INCOMING UTILITY SERVICE CONDUIT ROUTINGAND LOCATIONS WITHIN ELECTRICAL ROOM WITH ALL PROVIDERS AND ARCHITECT.11 111.41.4223344556677AABBCCDDEEE.2E.2FF8.28.2111110105.55.58899E.3E.3CHECK-IN131SPONSOR128LUNCHROOM124ADMINCORRWOMEN'SRR126LNDRY125TEENROOM123YOUTHROOM122DEMONSTRATIONKITCHEN104MAKERSPACE 1 &2106WAITINGROOMHP101EXAM RM 1HP119EXAM RM 2HP120EXAM RM 3HP121EXAM RM 4HP122EXAM RM 5HP123EXAM RM 6HP124CLINIC MGRHP104COUNSELING2HP106DENTALEXAMHP108LAB/STERILEHP114CORRHP117SRVR RMHP113ELEC RM115FITNESSROOM108DANCE/CLASS107GYMNASIUM110MEDICALPODHP109MEDHP112CHECK-INHP102WORKROOMHP103MEN'S RR127SPONSADMIN129BABY-TODDLERROOM119ADMIN121RR120STAFFCARRELS130MTG ROOM103VESTIBULE101RRHP115WOMEN'SLOCKERS114.1WOMEN'SRESTROOM114STOR105GROUP EDHP118JAN116JAN118FAMILY RR117LOBBY102GALLERY133MEN'SLOCKERS113.1DENTALEQUIPHP107STAFF RRHP111PHLEBHP116STOR109CORREXITCONSELING1HP 105DNDNVAN132 SUPPLY TO GYM (TYP)TTTTWALL-MOUNTEDDUCTLESS HEATPUMP (TYP)THIGH SIDEWALLGRILLES SUPPLYAIR TO LOBBY(TYP)TRANGE HOOD(NOT BY M.C.)CEILING MOUNT HEATPUMP. GRILLE FLUSHWITH SUSPENDED CEILING(TYP)ROOMTHERMOSTAT(TYP)THP-203HP-204HP-205HP-206HP-101HP-102HP-103THP-201HP-114HIGH WALL RETURNTHP-2021488810812881612 146TTSEE ENLARGED PLAN M102M4012M4021ACCESS FROM GYMSG-21600(TYP FOR 5)1210866CD-114088SG-1170CD-1132CD-2220CD-21008CD-217012148EG-1200EG-1100SG-1420(TYP FOR 5)CD-12135CD-12165RG-120016161220 CD-12160HP-20714X20121212SG-13500CD-14250CD-1215514X1414X1412X8EG-2360(TYP FOR 2)RG-150DH-2D-41250CU-2CU-1ACCESS FROM GYMON MASON RSC SPRING CURBERV-2FLAG NOTES:INSTALL DUCTWORK IN VOID SPACE NORTH OFNORTH EQUIPMENT WELL.INSTALL DUCTWORK IN CEILING SPACE UNDERNORTH EQUIPMENT WELL STRUCTURE.12221TTCD-14250HP-209HP-208EQUIPMENT WELL ABOVEM1011666126EG-150EG-1100RG-32500BC-2C109SG-14656GREENHECK WC-6WALL CAPRG-1124012 12SG-12340SG-12240SG-12240RG-11240D-42370(TYP FOR 4)ACCESS FROM GYM10CD-313851010HP-118T1018X1210HP-116HP-117RG-11250RG-1220HP-115CO2MDLDL 24X12 DOOR LOUVERS(NOT BY M.C.)RG-1280008DUCTED HEATPUMP EXPOSEDIN SPACE(TYP WHERE OCCURS)NOTE:WHERE SIDEWALL GRILLES OCCUR, REFERENCEINTERIOR DESIGN ELEVATIONS FOR GRILLEMOUNTING HEIGHTS.14TRANSFER GRILLE HIGH ON WALL,ABOVE THE STACKED DOORSCD-31290CD-31290RG-229018X1012 RG-11340M4022ACCESS PANELFOR DUCT HEATER14EG-1100ON MASON RSC SPRING CURBERV-1TROX MOTORIZED VFCDAMPER MODULATEDBY CO2 SENSORIN DANCE 107RG-13-PROVIDES FRESH AIR AND EXHAUSTPROVIDES FRESH AIR AND EXHAUSTSG-1400T1" S.L. IN 42X14RETURN ANDPLENUM148RG-1270ACCESS PANELFOR DAMPERS(TYP3)PROVIDE PIPING SUPPORT FOR ALL EXPOSEDREFRIGERANT PIPING TO KEEP IT PLUMB ANDPARALLEL TO STRUCTURE. INSTALLATIONNEEDS TO BE WORKMANLIKE AND NEATWHERE EXPOSED (TYP).RG-229012X824X18 18X16 UPTOERV-224X4822X2210' MIN.22X22AC-1ON MASON RSC SPRING CURBGYMNASIUM14X2016X18 RETURN DUCT DNDNMAINTAIN 66" CLEAR UNDER DUCTFOR UNIT ACCESSTE200 CONTROL PANEL1192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.BID SET ADDENDUM 1 11/10/2021PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083KBS, KSNBREVISIONS:NO.DESCRIPTIONDATE1ADDENDUM 111/10/21M101HVAC FLOOR PLAN 5678.25.58WAITINGROOMHP101EXAM RM 1HP119EXAM RM 2HP120EXAM RM 3HP121EXAM RM 4HP122EXAM RM 5HP123EXAM RM 6HP124CLINIC MGRHP104COUNSELING2HP106DENTALEXAMHP108LAB/STERILEHP114CORRHP117SRVR RMHP113MEDICALPODHP109MEDHP112CHECK-INHP102WORKROOMHP103RRHP115GROUP EDHP118133DENTALEQUIPHP107STAFF RRHP111PHLEBHP116STOR109CORREXITEXIT EXIT EXITEXIT CONSELING1HP 105DNDN1T88108 8681010101010 HP-106RG-2425HP-107CD-4425RG-2425HP-108HP-111CD-4425CD-2185(TYP FOR 2)RG-1185(TYP FOR 2)HP-1056888868RG-1140(TYP FOR 3)CD-2140(TYP FOR 3)812 CD-2125HP-10988888 812 12 88812 126666CD-2125CD-2105(TYP FOR 3)HP-11214 14HP-110T6CD-11006688EG-112514CD-1100CD-190HP-104241412 12101012 CD-3250CD-3250RG-2740RG-2500HP-11322881414X14ALUMINUMT12TCD-1155(TYP FOR 3)CD-31300TCD-13230CD-13155TTCD-12160TTCD-121106CD-116522X22101022X2224 TCD-1155(TYP FOR 6)RG-1105(TYP FOR 3)BC-16106822X10EG-3125814X14108 RG-1138510 MCD-22001084CD-1130T1018CD-2110RG-11108RG-2155MOTORIZED DAMPERMODULATED BYCO2 SENSOR INDANCE10710RG-2230DH-14" DUCT ROUTEDBELOW 24 OSA DUCT1210 18X10FLAG NOTES:22X22X18 STAINLESS STEEL CAPTURE HOOD,SLOPE DUCT BACK TO HOOD, BALANCE TO 300 CFM.116EG-110088RG-2200FLEX CONNECTION(TYP)241DEE.2FE.3192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.BID SET ADDENDUM 1 11/10/2021PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083KBS, KSNBREVISIONS:NO.DESCRIPTIONDATE1ADDENDUM 111/10/21M102HVAC ENLARGED FLOORPLAN 192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.BID SET ADDENDUM 1 11/10/2021PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083KBS, KSNBREVISIONS:NO.DESCRIPTIONDATE1ADDENDUM 111/10/21P002SCHEDULES111111 DNDNVAN111.4223344556677AABBCCDDEEE.2FF8.28.211111010ELEC RM115LNDRY125TEENROOM123YOUTHROOM122WOMEN'SRR126SPONSOR128LUNCHROOM124MAKERSPACE 1 &2106DEMONSTRATIONKITCHEN104FITNESSROOM108DANCE/CLASS107GYMNASIUM110WAITINGROOMHP101MEDICALPODHP109CHECK-INHP102WORKROOMHP103EXAM RM 1HP119EXAM RM 2HP120MEDHP112LAB/STERILEHP114CLINIC MGRHP104COUNSELING2HP106DENTALEXAMHP108STAFFCARRELS130CHECK-IN131SPONSADMIN129MEN'S RR127ADMIN121RR120BABY-TODDLERROOM119VESTIBULE101SRVR RMHP113EXAM RM 3HP121EXAM RM 4HP122EXAM RM 5HP123EXAM RM 6HP124RRHP115MTG ROOM103STOR105GROUP EDHP118CORRHP117JAN116JAN118FAMILY RR117WOMEN'SLOCKERSWOMEN'SRESTROOM114ADMINCORR132LOBBY102GALLERY133EXIT134MEN'SLOCKERSSTAFF RRHP111DENTALEQUIPHP107PHLEBHP116STOR111FIRE &WATER112STOR109CORR5.55.58899E.3MEN'SRESTROOM113FC1FC1CONSELING1HP 105FC1FC1FC1FC1FC1FC1PANOHP11014" WASTE CONNECTEDTO 6" SITE SANITARYSYSTEM. SEE CIVILF3" CW TO 2" METER SEE CIVILGGAS FROM STREETGAS METERFD-1(TYP)C.O.4"4"2"2"3"4"2"2"C.O.4"4"C.O.3"3"2" V2" V3"3"2"4"3"4"4"4"4"3"2"2"2"2"3"2"2"C.O.GI2"2"3"4"4"2"2"2"3"2"2"2"3"3"2"3" RL3" RL4" RL4" RAINLEADERSTORM DRAINSYSTEM.SEE CIVIL3/4" CA, 1" VAC,1/2" CW TO EACHFLOOR BOXFLOOR BOXES IN DENTAL EXAM,VERIFY LOCATIONS WITH DENTALEQUIPMENT1" & 1-1/2" IRRIGATION LINES,SEE LANDSCAPE(BID - ALT)2"CA VAC 2" W, 1-1/2" V,1/2" HW, 1/2" CWFOR ISLAND SINKFDC 4" LINE TO FIRE DEPARTMENT CONNECTIONNOT FURTHER THAN 50' FROM A SITE HYDRANT.SEE CIVIL DRAWINGS.4" FIRE SERVICESEE CIVIL2"1/2" HW, 2" W, 1/2" CW,2" V TO KS-2(SEE DETAIL 4 / P303)C.O.2" V UP2"11192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.BID SET ADDENDUM 1 11/10/2021PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083KBS, KSNBREVISIONS:NO.DESCRIPTIONDATE1ADDENDUM 111/10/21P100PLUMBINGFOUNDATION PLAN DNDN5678.2WAITINGROOMHP101MEDICALPODHP109CHECK-INHP102WORKROOMHP103EXAM RM 1HP119EXAM RM 2HP120MEDHP112LAB/STERILEHP114CLINIC MGRHP104COUNSELING2HP106DENTALEXAMHP108SRVR RMHP113EXAM RM 3HP121EXAM RM 4HP122EXAM RM 5HP123EXAM RM 6HP124RRHP115GROUP EDHP118CORRHP117STAFF RRHP111DENTALEQUIPHP107PHLEBHP116STOR109CORR5.58CONSELING1HP 105PANOHP11011/2" HWC(1 GPM)2"3/4" DRAINS FROM DRIP LEGAND MEMBRANE DRYERTO FLOOR SINK2" MAV EXHAUST UP THRU ROOFAMALGAMSEPARATORMAV-13" VTR3/4" CW3/4" CW1/2" HWC (1.5 GPM)1/2" HWC (0.5 GPM)3/4" HW AND 3/4" CW3/4" HWC (1 GPM), 3/4" HW, 3/4" CW4" VTR3/4" HW1-1/4" CW3/4" HW (1.5 GPM)S-2(TYP 6)1" HW1-1/2" CW3/4" HWC (3 GPM)3/4" CW3/4" HW1" HW1-1/2" CWSHUT-OFFVALVES(TYP)CACA 3/4" CATO LAB SINKCA 1/2" CW1-1/2" VAC3/4" CA TOFLOOR BOXES1PROVIDE 3/4" CW AND 3/4" HWCONNECTIONS TO HYDRIM INSTRUMENT WASHER.CONNECT 3/4" PUMPED DRAIN TO SINKTAIL PIECE WITH COUNTER VENT.1S-4S-3CACA LAV-1(TYP)WC-1(TYP)S-11/2" HW, 1/2" CWTO ISLAND SINKSEE P100 FOR ALLBELOW GRADECONNECTIONS FORDENTAL EXAM ROOMDISCHARGE 1" COND.TO SS3/4" COND.3/4" GRAVITY CONDENSATE LINE,SLOPE AT 1/8 INCH PER FOOT OR1/4 INCH PER FOOT WHERE POSSIBLE(TYP)3/4" PUMPED CONDENSATEFROM MECH UNIT (TYP),SEE MECH PLANS FOR UNIT LOCATIONS3/4" COND.1" COND.3/4" COND.3/4" COND.3/4" COND.PCPCPCPCPCPCCCCCC C C C C CCCS-2111SSC2" AIR INTAKE PIPEUP TO ROOF WITHMFRS SHROUDAND SCREEN AT INTAKEMAC-1FS-1PC 111192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.BID SET ADDENDUM 1 11/10/2021PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083KBS, KSNBREVISIONS:NO.DESCRIPTIONDATE1ADDENDUM 111/10/21P102PLUMBING ENLARGEDFLOOR PLAN GROUP EDWAITING ROOMCHECK - INWORK RMCORRIDORMED EXAM RM 1MED EXAM RM 2MED EXAM RM 3MED EXAM RM 4MED EXAM RM 5MED EXAM RM 6MEDICAL PODPANODENTAL EQUIPMEDSTAFFDENTAL EXAMSERVER / STORCOUNSELING 2COUNSELING 1CLINIC MGRLAB / STERILEWCPHLEB17/I-3.0 27/I-3.024/I-3.121/I-3.120/I-3.123/I-3.1 22/I-3.220/I-3.221/I-3.219/I-3.211/I-3.39/I-3.310/I-3.38/I-3.315D/I-3.415B/I-3.415A/I-3.415C/I-3.4 26/I-3.224/I-3.225/I-3.2 23/I-3.2 6 &10/I-3.16 &17/I-3.216/I-3.0 14/I-3.0 18/I-3.315/I-3.317/I-3.3 14/I-3.3 24/I-3.321/I-3.323/I-3.3 20/I-3.3 29/I-3.327/I-3.328/I-3.3 26/I-3.3 12/I-3.49/I-3.411/I-3.4 8/I-3.44/I-3.42/I-3.41/I-3.4 3/I-3.4 14A/I-3.414C/I-3.414B/I-3.4 14D/I-3.4 6C/I-3.46A/I-3.46D/I-3.4 6B/I-3.4 19/I-3.423/I-3.4 25/I-3.48/I-3.54/I-3.56/I-3.5 2/I-3.5 11/I-3.66/I-3.65/I-3.6 9/I-3.612/I-3.620/I-3.616/I-3.622/I-3.618/I-3.64/I-3.74/I-3.818/I-3.8 18/I-3.75/I-3.02/I-3.04/I-3.01/I-3.06/I-3.124/I-3.421/I-3.4 30/I-3.429/I-3.427/I-3.4 5/I-3.33/I-3.31/I-3.34/I-3.3 22/I-3.428/I-3.417/I-3.523/I-3.515/I-3.5 21/I-3.5 2/I-3.6 14/I-3.6 2I-4.04I-4.05I-4.016/I-3.416/I-3.4 OPP15B/I-3.415D/I-3.415A/I-3.415C/I-3.423/I-3.624A/I-3.624B/I-3.6 CHECK-IN131VESTIBULE101LOBBY102MEETING ROOM103DEMONSTRATIONKITCHEN104STOR105MAKER SPACE 1 & 2106SPONS ADMIN129SPONSOR128ADMINCORRIDORLNDRY125LUNCH ROOM124TEEN ROOM123YOUTH ROOM122BABY - TODDLERROOM119ELEC RM115JAN118JAN116FAMILY RR117RR120CHECK -INADMIN121EXITFIRE &WATER112GYMNASIUM110STOR111GALLERY132STAFF CARRELS130MEN'S RR127WOMEN'S RR126WOMEN'S LOCKERSWOMEN'SRESTROOM114MEN'SRESTROOM113DANCE / CLASS107FITNESS ROOM108MEN'S LOCKERSSTOR109SOUTHCORRNORTHCORRMEN'S RRVESTIBULE18/I-3.06/I-3.0 25/I-3.017/I-3.4 18/I-3.4DNDN6I-4.05/I-3.9 2/I-3.96/I-3.916/I-3.9 14/I-3.9 17/I-3.9I-1.0FLOOR PLANPROJECT NUMBER:DRAWN BY:PROJECT MANAGER:REVISIONS:3/21/2017 10:27:46 AM FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATE11/10/2021 BID SET - ADDENDUM 1 BID SET - ADDENDUM 1111/10/20211/8" = 1'-0"1FLOOR PLAN12I-4.0INTERIOR WORK FOR HEALTHPOINT BY OTHERSNOTE: SEE FINISH SCHEDULE ON SHEET I-7.0 FOR ROOMSNOT ELEVATED1