NOTICE OF CHANGES, MODIFICATIONS, OR ...

ADDENDUM

ADDENDUM NO.: 01

PROJECT NAME: Sheridan Elementary School Annex

PROJECT NO.: 05075

CONTRACT NO.: C1581

DATE OF ISSUE: September 1, 2017

NOTICE OF CHANGES, MODIFICATIONS, OR CLARIFICATIONSTO CONTRACT DOCUMENTS

The following changes, modifications, or clarifications are hereby incorporated and made an integral part of the Contract Documents.Unless clearly expressed otherwise by this Addendum, all terms and conditions defined in the original Contract Documents shallcontinue in full force and effect and shall have the same meaning in this Addendum. Issued Addenda represent responses/clarificationsto various inquiries. Contractors shall be responsible for including all associated labor/material costs in its bid. Drawings/specificationscorresponding to inquiry responses will be issued with the Issue for Construction Documents, upon issuance of building permit.

ITEM NO. 1: CHANGE TO KEY DATES

None.

ITEM NO. 2: REVISIONS TO BOOK 1 – PBC INSTRUCTIONS TO BIDDERS

None.

ITEM NO. 3: REVISIONS TO BOOK 2 – PBC STANDARD TERMS AND CONDITIONS

None.

ITEM NO. 4: REVISIONS TO BOOK 3 – TECHNICAL SPECIFICATIONSChange 1 REVISED – Book 3 – Volume 1 – Section 00 01 10 – TABLE OF CONTENTS: DELETE

specification section 01 40 10 Pre Construction Mockup. INSERT to Book 3 -Volume 3 – FireAlarm As-Builts, dated 11-28-16

Change 2 REVISED – Book 3 – Volume 1 – Section 01 14 11 – CONSTRUCTION OPERATIONS ANDSITE UTILIZATION PLAN: Revised sections 1.3 D.6, and 3.3 A.4

Change 3 REVISED – Book 3 – Volume 1 – Section 07 42 43 – COMPOSITE WALL PANELS: Revisedsection 2.2.D R-value increased to R-20

Change 4 INSERT – BOOK 3 – Volume 3 – Appendix - Fire Alarm As-Builts, dated 11-28-16

ITEM NO. 5: REVISIONS TO DRAWINGS

Change 1. REVISED – Drawing No. C31 – EROSION AND SEDIMENTATION CONTROL PLAN: Revised4” sanitary service invert to 6.61, and the invert of COMB MH-19 was lowered to 6.21 CCD

Change 2. REVISED – Drawing No. C40 – SITE UTILITY PLAN: Removed utility pole scope of work withoverhead wires. The invert of COMB MH-19 was lowered to 6.21 CCD and revised 4” sanitaryservice invert to 6.61.

Change 3. REVISED – Drawing No. A00 – GROUND FLOOR CONSTRUCTION PLAN: ClarifiedExpansion joint reference plan 02/A00

Change 4. REVISED – Drawing No. A04 – ROOF CONSTRUCTION PLAN: Added Expansion jointreference plan 02/A04

Change 5. REVISED – Drawing No. A30 – BUILDING SECTION – LONGITUDINAL: Increased R value ofinsulated metal panels at elevator to R-20

Change 6. REVISED – Drawing No. A31 - BUILDING SECTION – TRANSVERSE: Increased R value ofinsulated metal panels at elevator to R-20

Date of Issue: September 1, 2017 PBC: Sheridan Elementary School Annex_C1581 - Addendum No. 1

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Change 7. REVISED – Drawing No. A32 – ELEVATOR SECTION & ELEVATOR DETAILS: Increased Rvalue of insulated metal panels at elevator to R-20

Change 8. REVISED – Drawing No. A34 – WALL SECTIONS: Increased R value of insulated metal panelsat elevator to R-20

Change 9. REVISED – Drawing No. A35 – WALL SECTIONS AT ALONG EXISTING BUILDING: Clarifiedon detail 02/A35 pertaining to fluid waterproof membrane and on detail 03/A35 clarified R-valueat batting insulation at window infill.

Change 10. REVISED – Drawing No. A62 – DOOR SCHEDULE: Changed door type of 121A to 04/A63 inlieu of 02/A63 to eliminate glazing.

Change 11. REVISED – Drawing No. A70 – FINISH SCHEDULES: Changed color of insulated metal panelin Color Schedule

Change 12. REVISED – Drawing No. A71 – FIRST FLOOR FINISH PLAN: Revised ACT type from ACT “1”to ACT “4” in details 03, 04, 05 and 06. Enlarged elevator plans to match Finish schedule.

Change 13. REVISED – Drawing No. C10 – SITE DEMOLITION PLAN: Revised to include removal ofanomalies per the GPR report in Specification Book 3 of 3. Utility pole and foundation to beremoved by GC. Revised note to delete ‘prior to Milestone 1’. Added note: Trash bin to beremoved and salvaged. Contractor to remove concrete pad.

Change 14. REVISED – Drawing No. ES01 – EXISTING ELECTRICAL SITE PLAN: Removed utility polescope of work with overhead wires. Overhead wires have been removed by OEMC already.

Change 15. REVISED – Drawing No. ES02 – ELECTRICAL SITE PLAN: Removed note stating “Duringutility work (disconnecting existing and connecting new), there will be an undetermined length oftime without power. School shall be responsible for providing a temporary generator, if neededto supply power.” Removed scope of work for new utility pole and fire alarm wiring.

Change 16. REVISED – Drawing No. EP01 – FIRST FLOOR ELECTRICAL POWER PLAN: Relocated theArea of Rescue in Classroom 108

Change 17. REVISED – Drawing No. EP02 – SECOND FLOOR ELECTRICAL POWER PLAN: Relocatedthe Area of Rescue in Classroom 208

Change 18. REVISED – Drawing No. EP03 – THIRD FLOOR ELECTRICAL POWER PLAN: Relocated theArea of Rescue in Classroom 308

ITEM NO. 6: REQUESTS FOR INFORMATION

RFI-1.Question: Please refer to Specification 088000 Glazing, it calls for .30 night and .28 day U values of the

glass, this can be achieved using the Solarban coating and argon however the specification callsfor low e with krypton which is extremely expensive and only a few people in the country provideit leading to long lead times and difficulty keeping schedules. The krypton is not needed toachieve the specified U values of the glass, since this is the case is it necessary to include thecost of krypton in the bid for the glazing of the windows?

Response: Contractor’s bid to include the specific window system as described in Specification 08 80 00 Glazing inaccordance with the drawings and specifications.

(Remainder of Page Intentionally Left Blank)


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List of Attachments and Drawings:

This Addendum includes the following attached Specifications and/or Documents:

1. Section 00 01 10 – Table of Contents2. Section 01 14 11 – Construction Operations and Site Utilization Plan3. Section 07 42 43 – Composite Wall Panels4. Appendix - Fire Alarm As-Builts dated 11-28-16

This Addendum includes the following attached Architectural Drawings:

1. A00 – Ground Floor Construction Plan, dated 08-30-17.2. A04 – Roof Construction Plan, dated 08-30-17.3. A30 – Building Section – Longitudinal, dated 08-30-174. A31 – Building Section – Transverse, dated 08-30-175. A32 – Elevator Section & Elevator Details, dated 08-30-176. A34 – Wall Sections, dated 08-30-177. A35 – Wall Sections at Along Existing Building, dated 08-30-178. A62 – Door Schedule, dated 08-30-179. A70 – Finish Schedules, dated 08-30-1710. A71 – First Floor Finish Plan, dated 08-30-17

This Addendum includes the following attached Civil Sheets:

1. C10 – Site Demolition Plan, dated 08-30-17.2. C31 – Soil Erosion and Sedimentation Control Plan, dated 08-30-17.3. C40 – Site Utility Plan, dated 08-30-17

This Addendum includes the following attached Electrical Sheets:

1. ES01 – Existing Electrical Site Plan, dated 08-30-17.2. ES02 – Electrical Site Plan, dated 08-30-17.3. EP01 – First Floor Electrical Power Plan, dated 08-30-174. EP02 – Second Floor Electrical Power Plan, dated 08-30-175. EP03 – Third Floor Electrical Power Plan, dated 08-30-17

END OF ADDENDUM NO. 01


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CPS Control Rev.: 18_07/23/14 Project Rev.: Addendum #1 08/30/17 PBC Control_01/01/17

SHERIDAN ES ANNEX CPS PROJECT #: 2017-29201-ANX PBC PROJECT #05075

00 01 10 - 1 TABLE OF CONTENTS

SECTION 00 01 10

TABLE OF CONTENTS BOOK 3- 1 OF 3

Section Number Section Title CPS Control Rev. 00 00 00 PBC Project Manual Cover Page PBC 01_01/01/14 00 01 10 Table of Contents PBC 01_01/01/17 00 01 11 Info Available to Bidders – Reports PBC 02_04/01/15

SPECIFICATIONS GROUP GENERAL REQUIREMENTS SUBGROUP

DIVISION 01 – GENERAL REQUIREMENTS

Section Number Section Title CPS Control Rev. 01 14 10 Pre-Construction Mockup PBC 01_07/31/10 01 14 11 Construction Operations and Site Utilization Plan PBC 01_08/15/14 01 35 59 Indoor Air Quality Requirements PBC 04_02/08/13 01 35 60 Sustainability Requirements PBC 05_09/22/14 01 35 60.1 LEED© Requirements PBC 05_09/22/14 01 35 60a Attachment A – Materials Credit Documentation Sheet PBC 04_08/17/14 01 35 60b Attachment B – Low Emitting Mtls. Credits Documentation Sht. PBC 01_05/15/13 01 35 60c Attachment C – LEED© Checklist for Schools v.2009 PBC 01_01/01/09 01 35 60d Attachment D – LEED© BD+C Calculator v.2012 PBC 04_08/01/12 01 35 60e Attachment E – Sustainable Projects Metrics Capture PBC 01_09/22/14 01 35 61 LEED© Coordinator PBC 02_09/22/14 01 35 62 Erosion and Sedimentation Control PBC 01_09/14/12 01 35 65 Commissioning (Cx) Requirements 01_02/28/06 01 35 66 Commissioning (Cx) Submittal Procedures 01_08/17/08 01 35 67 Commissioning (Cx) Project Record Documents 01_08/17/08 01 35 68 Commissioning (Cx) Operation and Maintenance Data 01_02/28/06 01 35 69 Commissioning (Cx) Process 01_08/17/08 01 35 70 Commissioning (Cx) Pre-Functional Checklists 01_08/17/08 01 35 71 Commissioning (Cx) Functional Performance Testing 01_08/17/08 01 35 72 Commissioning (Cx) Demonstration & Training 01_08/17/08 01 50 05 Temporary Facilities and Controls 04_07/20/09 01 50 10 Commission Representative Field Office PBC 03_11/24/09 01 52 40 Construction Waste Management and Disposal PBC 03_09/22/14 01 56 11 Temporary Dust, Fume, and Odor Control 01_01/21/10 01 57 15 Integrated Pest Management PBC 01_09/11/11 01 70 32 Selective Demolition (W/out Environmental) PBC 01_10/20/10 01 73 10 Cutting and Patching PBC 03_07/20/09 01 77 10 Final Cleaning - Schools PBC 01_10/20/10 01 79 00 Demonstration and Training 03_07/20/09


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FACILITY CONSTRUCTION SUBGROUP DIVISION 02 – EXISTING CONDITIONS

Section Number Section Title CPS Control Rev. 02 41 16 Building Demolition PBC 01_07/31/15

DIVISION 03 – CONCRETE

Section Number Section Title CPS Control Rev. 03 30 00 Cast-In-Place Concrete 02_04/10/08

DIVISION 04 – MASONRY

Section Number Section Title CPS Control Rev. 04 20 00 Unit Masonry 04_04/02/10

DIVISION 05 – METALS

Section Number Section Title CPS Control Rev. 05 12 00 Structural Steel Framing 02_04/10/08 05 21 00 Steel Joist Framing 02_04/10/08 05 31 13 Steel Floor Decking 02_04/10/08 05 31 23 Steel Roof Decking 02_04/10/08 05 40 00 Cold-Formed Metal Framing 02_04/10/08 05 50 00 Metal Fabrications 04_03/22/13

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

Section Number Section Title CPS Control Rev. 06 10 53 Miscellaneous Rough Carpentry 03_04/10/08 06 16 43 Gypsum Sheathing 02_04/10/09 06 40 23 Interior Architectural Woodwork 03_04/10/08 06 61 16 Solid Surfacing Materials X_06/15/17

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

Section Number Section Title CPS Control Rev. 07 11 13 Bituminous Dampproofing 02_08/20/07 07 13 26 Self-Adhering Sheet Waterproofing 01_02/28/06 07 18 00 Traffic Coatings 03_04/10/08 07 21 29 Sprayed Insulation 04_04/10/08 07 26 10 Self-Adhering Air and Vapor Barrier 01_02/28/10 07 26 20 Fluid Applied Air and Vapor Barrier 01_02/28/10 07 42 43 Composite Wall Panels 02_08/20/07 07 52 00 Modified Bituminous Membrane Roofing 04_11/08/10 07 62 00 Sheet Metal Flashing and Trim 04_01/21/10 07 72 00 Roof Accessories 02_08/20/07 07 81 16 Cementitious Fireproofing 02_08/20/07 07 84 13 Penetration Firestopping 03_04/10/08 07 86 00 Outdoor Acoustical Panels 08/11/17 07 92 00 Joint Sealants 03_04/10/08 07 95 13 Expansion Joint Assemblies 02_08/20/07


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DIVISION 08 – OPENINGS

Section Number Section Title CPS Control Rev. 08 11 13 Hollow Metal Doors and Frames 03_04/10/08 08 14 16 Flush Wood Doors 03_04/10/08 08 17 00 Integrated Door Opening Assemblies X_06/15/17 08 31 13 Access Doors and Frames 02_08/20/07 08 41 13 Aluminum-Framed Entrances and Storefronts 03_04/10/08 08 51 13 Aluminum Windows 04_01/16/14 08 56 56 Window Guards – Interior 02_10/31/06 08 71 00 Door Hardware 04_04/10/09 08 71 13 Automatic Door Operators 01_07/27/07 08 80 00 Glazing 02_04/10/08 08 91 00 Louvers 02_02/20/07

DIVISION 09 – FINISHES

Section Number Section Title CPS Control Rev. 09 01 22 Plaster Patching 02_08/20/07 09 01 24 Plaster Renovation 01_02/28/06 09 05 61.13 Moisture Vapor Emission Control A_06/15/17 09 21 16 Gypsum Board Assemblies 03_04/10/08 09 23 00 Gypsum Plastering 02_08/20/07 09 30 00 Tiling 03_04/10/08 09 51 13 Acoustical Panel Ceilings 03_01/13/14 09 64 29 Wood Strip and Plank Flooring 01_02/28/06 09 65 13 Resilient Base and Accessories 03_04/10/08 09 65 19 Resilient Tile Flooring 04_01/27/11 09 65 69 Rubber Sheet Athletic Flooring 03_04/10/08 09 77 23 Fabric-Wrapped Panels 02_08/20/07 09 91 00 Painting 02_01/16/14 09 91 03 Renovation Painting – Surface Preparation 01_02/28/06 09 91 05 Renovation Painting 01_02/28/06

DIVISION 10 – SPECIALTIES

Section Number Section Title CPS Control Rev. 10 11 00 Visual Display Units 02_04/10/08 10 14 03 Interior Signage 02_08/20/07 10 14 05 Exterior Signage 02_08/20/07 10 14 06 Exterior Signage – Remote Parking Lots 02_08/20/07 10 14 07 Exterior Signage – Emergency 02_08/20/07 10 21 13 Toilet Compartments 02_04/10/08 10 26 05 Corner Guards 03_04/10/08 10 28 13 Toilet Accessories 03_01/27/11 10 44 00 Fire Protection Specialties 02_08/20/07 10 44 03 Installation of Fire Extinguishers and Cabinets 01_02/28/06

DIVISION 11 – EQUIPMENT

Section Number Section Title CPS Control Rev. 11 48 00 Basketball Scoreboard 03_08/11/17


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11 52 13 Projection Screens 02_08/20/07 11 66 23.01 Gymnasium Equipment – Elementary Schools 02_08/20/07

DIVISION 12 – FURNISHINGS

Section Number Section Title CPS Control Rev. 12 24 13 Roller Window Shades – Manual 03_08/22/07 12 24 14 Roller Window Shades – Motorized 02_08/20/07 12 35 53 Wood Laboratory Casework 03_04/28/10 12 66 00 Telescoping Stands 03_04/10/08 12 93 00 Site Furnishings 01_03/18/14

DIVISION 14 – CONVEYING EQUIPMENT

Section Number Section Title CPS Control Rev. 14 24 23 Hydraulic Passenger Elevators 01_03/26/10

BOOK 3- 2 OF 3

FACILITY SERVICES SUBGROUP DIVISION 21 – FIRE SUPPRESSION

Section Number Section Title CPS Control Rev. 21 05 53 Identification for Fire-Suppression Piping and Equipment 01_05/10/13 21 11 00 Facility Fire-Suppression Piping 01_02/28/06 21 31 13 Electric-Drive, Centrifugal Fire Pumps 01_02/28/06

DIVISION 22 – PLUMBING

Section Number 22 05 48

Section Title Vibration Controls for Plumbing Piping and Equipment

CPS Control Rev. 01_02/28/06

22 05 53 Identification for Plumbing Piping and Equipment 02_05/10/13 22 07 00 Plumbing Insulation 04_05/22/08 22 11 16 Domestic Water Piping 01_02/28/06 22 11 19 Domestic Water Piping Specialties 01_02/28/06 22 11 23 Domestic Water Pumps 01_02/28/06 22 11 23.13 Domestic Water Packaged Booster Pumps 02_11/06/09 22 13 16 Sanitary Waste and Vent Piping 01_02/28/06 22 14 13 Facility Storm Drainage Piping 01_02/28/06 22 14 23 Drainage Piping Specialties 01_02/28/06 22 14 26 Facility Storm Sewer Drainage 03_01/21/10 22 14 29 Sump Pumps 01_02/28/06 22 36 00 Commercial Fuel-Fired Water Heaters 01_02/28/06 22 40 00 Plumbing Fixtures 02_02/06/09 22 66 53 Chemical-Waste Piping 01_02/28/06

DIVISION 23 – HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

Section Number Section Title CPS Control Rev. 23 05 03 General Provisions for HVAC Work 01_02/28/06


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23 05 05 Basic HVAC Materials and Methods 03_08/20/10 23 05 29 Hangers and Supports for Piping and Equipment 01_02/28/06 23 05 48 Vibration Controls for HVAC Piping and Equipment 01_02/28/06 23 05 53 Identification for HVAC Piping and Equipment 02_05/10/13 23 05 93 Testing, Adjusting, and Balancing for HVAC 03_03/18/11 23 07 00 HVAC Insulation 07_05/31/13 23 31 13 Metal DuctsB 03_08/20/10 23 33 00 Air Duct Accessories 02_12/06/09 23 34 23 HVAC Power Ventilators 01_02/28/06 23 37 13 Diffusers, Registers, and Grilles 01_02/28/06 23 37 23 HVAC Gravity Ventilators 01_02/28/06 23 74 15 Packaged Rooftop Units 01_02/28/06 23 82 39.13 Cabinet Unit Heaters 01_02/28/06 23 82 39.16 Propeller Unit Heaters 01_02/28/06

DIVISION 26 – ELECTRICAL

Section Number Section Title CPS Control Rev. 26 05 03 General Requirements for Electrical Systems 01_02/28/06 26 05 05 Basic Electrical Materials and Methods 03_07/23/14 26 05 11 Conductors and Cables for Electrical Systems 02_07/23/14 26 05 26 Grounding and Bonding for Electrical Systems 02_03/30/06 26 05 29 Hangers and Supports for Electrical Systems 01_02/28/06 26 05 33 Raceways and Boxes for Electrical Systems 03_04/13/09 26 05 53 Identification for Electrical Systems 02_03/30/06 26 05 73 Overcurrent Protective Device Coordination Study 01_02/28/06 26 08 13 Testing of Electrical Systems 01_02/28/06 26 09 23 Lighting Control Devices 01_02/28/06 26 24 13 Switchboards 01_02/28/06 26 24 16 Panelboards 02_02/28/06 26 27 26 Wiring Devices 02_12/04/08 26 28 16 Enclosed Switches and Circuit Breakers 01_02/28/06 26 43 00 Surge Protection Devices 02_08/20/10 26 51 00 Interior Lighting 02_02/26/14 26 56 00 Exterior Lighting 02_02/26/14

DIVISION 27 – COMMUNICATIONS

Section Number Section Title CPS Control Rev. 27 05 03 Communications General Requirements 02_07/23/14 27 05 53 Identification for Communication Systems 02_07/23/14 27 08 00 Commissioning of Communications 02_07/23/14 27 11 16 Cabinets Racks Enclosures 06_07/23/14 27 13 13 Communications Copper Backbone Cabling 02_03/30/10 27 13 23 Communications Optical Fiber Backbone Cabling 04_07/23/14 27 15 00.19 Data Communications Horizontal Cabling 03_07/23/14 27 51 16 Public Address Systems 01_02/28/06 27 53 13 Master Clock Systems 03_07/23/14 27 53 15 Intercom, Master Clock, and Program Equipment Interface 05_07/23/14 27 60 13 Wireless Access Points for Data Communications 02_07/23/14


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DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

Section Number Section Title CPS Control Rev. 28 13 13 Access Control System (Small Installation) 02_07/23/14 28 16 00 Intrusion Detection 03_07/23/14 28 23 03 CCTV System and Components (Renovations Only) 02_03/10/10 28 31 00 Fire Detection and Alarm 03_11/08/10

SITE AND INFRASTRUCTURE SUBGROUP DIVISION 31 – EARTHWORK

Section Number Section Title CPS Control Rev. 31 13 00 Tree and Landscape Protection D_06/15/17 31 22 14 Earthwork 05_01/21/10 31 23 17 Excavating, Backfilling, and Compacting for Utilities

03_06/30/08 31 23 23.43 Expanded Polystyrene EPS Geofoam 02_04/10/08

DIVISION 32 – EXTERIOR IMPROVEMENTS

Section Number Section Title CPS Control Rev. 32 12 16 Hot Mix Asphalt Paving 01_11/08/10 32 13 13 Portland Cement Concrete Paving 02_08/17/07 32 31 13.43 Chain Link Waste Compactor / Container Fences and Gates 03_01/28/08 32 31 19 Decorative Metal Fences and Gates 04_04/05/10 32 92 23 Sodding 02_08/17/07 32 93 11 Plantings 04_06/30/08

DIVISION 33 – UTILITIES

Section Number Section Title CPS Control Rev. 33 10 13 Water Service 03_01/21/08 33 41 00 Sewerage and Drainage D_06/15/17 33 51 13 Natural Gas Piping 07_12/09/11

BOOK 3- 3 OF 3

Appendix LEED NC Schools 2009 Checklist Environmental Report Acoustical Report Geotechnical Report (EPI) (Original) GPR Radar Report Geotechnical Report Seeco (Basis of Design) Fire Alarm As-Builts Dated 11/28/16

END OF TABLE OF CONTENTS


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CPS Control Rev: 9_04/04/16 Project Rev: Addendum #1 08/30/17

SHERIDAN ES ANNEX 01 14 11 - 1 CONSTRUCTION OPERATIONS CPS PROJECT #:2017-29201-ANX AND SITE UTILIZATION PLAN PBC PROJECT #05075

SECTION 01 14 11

CONSTRUCTION OPERATIONS AND SITE UTILIZATION PLAN

Mark Sheridan Math & Science Academy

PART 1 - GENERAL

1.1 SUMMARY

A. The Construction Operations Plan provides a coordinated construction environment to ensure an orderly, secure and safe operation within the existing school and the entire school property, consequently forming the basis for the Site Utilization Plan prepared by the General Contractor.

B. The Commission Authorized Representative and the Building Engineer will administer the operations plan activities. All Construction Operating issues shall be channeled through and require approval by the Commission Authorized Representative and/or the Building Engineer and Principal.

C. The Construction Operations Plan will be prepared based on the requirements of the project and in coordination with the existing school operations and program. The elements of this plan required for incorporation into the Site Utilization Plan are included in this section.

1.2 SUBMITTALS

A. Site Utilization Plan: The GC shall be required to utilize the “CW” software application to submit an electronic copy of the Site Utilization Plan required in Part 3.

1.3 CONSTRUCTION OPERATIONS PLAN

A. Sequence of Work: See Sheet N09 Phasing Plan. The following items are detailed in the plan::

CONSTRUCTION Milestone #1 – Establish safe ingress and egress of existing east vestibule as well as providing construction barriers where indicated. GC to start permit process for temporary driveway.

10/2/2017 to 10/20/2017

Milestone #2 – Establish openings in existing building per bid documents. Work to be completed during winter break in order to avoid interfering with school activities. Provide temporary partitions and access door as required.

12/23/2017 to 1/07/2018

Milestone #3 – Establish temporary driveway parking access for school, set up contractors staging location

10/2/17 complete by 1/31/2018


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including area for storm trap structure and provide selective hand digging to expose the existing foundation at new elevator location. Remove and salvage and protect 4 picnic tables, 2 benches on pavers, and trash bin for relocation. Demolish existing toilet room building. Milestone #4 – COMED transformer readiness. Complete the switchgear room in the new annex to comply with COMED requirements for transformer work, including but not limited to weatherproof water tight room with lockable door. Relocated construction fence to provide school with additional parking space. Completion of the new annex, existing remodeling work and new elevator.

10/2/2017 to 3/30/2018

Milestone #5 – Start of school renovation work, completion of the site work, and demobilization.

6/25/2018 to 8/10/2018

Final cleaning by contractor complete 8/10/2018 Substantial Completion - Turn over to CPS 8/10/2018 POST-CONSTRUCTION

1. Final Completion GC 10/10/2018 2. 11-Month Warranty Walkthrough 11 months from Substantial Completion

B. Existing: maintain existing as follows:

• School will be occupied during the construction of the project. Review times and dates of the School hours of operation below:

• Garbage Pickup at site. School garbage pickups is typically M, W, F 5:30am to 7:00am. • School bus service for Mark Sheridan School:

o West 27th Street - 7:15a to 7:45a. 2:00p to 2:45p o Wallace Street - 2:00p to 2:45p

• Parent Drop off for Mark Sheridan School: o West 27th Street - 7:15a to 8:00a. 2:00p to 2:45p o Wallace Street – 7:15am to 8:00a.

• School bus Cluster Program o West 27th Street – 7:00am to 7:45a, 3:30p to 4:00p

C. Use of Site:

No onsite construction work is to take place during: 9/5/2017 to 9/8/2017 and also the first week of school in September 2018.

No work during the NWA and PARC testing per below.


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SCHOOL HOURS OF OPERATION CONTRACTOR

1. School Track Regular Track

2. Regular Hours a. Student regular hours:

b. Building Engineer regular hours:

c. Custodian regular hours:

7:30a – 2:30p 6:30a to 2:30p Engineer is part time between two schools, 8:00a to 5:00p w/1 person @ 6:30a

3. Summer Break 2018: a. Date students depart for

summer break: b. Date students return from

summer break: c. Date teachers depart for

summer break: d. Date teachers return from

summer break:

e. Building Engineer hours:

f. Custodian hours:

6/18/2018 9/4/2018 6/19/2018 Clerks 8/20/2018, Teachers 8/27/2018

6:30a to 2:30pm

7:00a to 3:30p

4. School Spring Break 2018: a. Date students depart for

spring break: b. Date students return from

spring break: c. Date teachers depart for

spring break: d. Date teachers return from

spring break: e. Building Engineer hours:

f. Custodian hours:

3/23/2018 4/2/2018 3/23/2018 4/2/2018

6:30a to 2:30pf

7:00a to 3:30p

5. Student Testing Dates: NWA Testing – Mid March to mid-June 2018


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9:30a to 12:30p. Contractor to ensure ComED shut down to be started and completed during spring break week of 03/24/18

PARCC testing - March 6 to April 6, 2018 (Dates are approximate, final to be determined by school. Contractor shall not work or make noise during these times.)

6. Student Registration Dates: On-going during the school year.

7. Open House / Picnic Planned prior to School Opening:

None

8. Sports Team Activities after-hours and during Breaks

None

9. Other After-Hours and Break Community Activities on Campus:

None

D. Contractor Special Requirements:

Contractor is required to perform exploratory investigation to expose the existing footing at the location of the new elevator. This will be by means of “selective hand digging” to determine the conditions as noted on sheet S10, Detail 10.

CRITICAL COORDINATION ITEMS

1. Cleaning Contractor provides final cleaning. OTHER COORDINATION INFORMATION

1. Assigned CPS cleaning vendor and contact information:

Sodexomagic:

Facilities Manager/ Operations Manager – Vanessa Thomas, [email protected],

312-771-6195

Facilities Manager / Oscar Edmond – [email protected], 312-320-1626

2. Does campus have any staff or students with ADA needs:

Maintain access for all students, staff, faculty and public for all existing entries.


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mailto:[email protected]

mailto:[email protected]



3. Any ongoing or other upcoming projects at the School:

None

4. Any leases impacting Work: None

5. Does project scope require any material to be salvaged?

School will relocate the storage container on the parking area. GC to salvage the removed coping that will be removed for the new elevator shaft and return to school. GC to also return any artifacts found during excavation to school.

6. Staging area(s) East side of existing parking lot. The west fence not including the area for the storm trap is to be located approximately along the construction driveway. Refer to phasing plan on N09 in drawing set.

7. PM Office Location The PBC PM and APM will occupy a dedicated space in a contractor provided trailer. Trailers are to be located within the staging area identified on the phasing plan.

1.4 GENERAL REQUIREMENTS

A. General Contractor shall review and be familiar with the site conditions. Site visits are strongly encouraged. The GC shall participate in site visits, and inspections as appropriate or as requested by the Chicago Public Schools or its agents.

B. Contractor is required to provide exploratory requirements by means of selective hand digging to expose the existing footing to confirm the conditions represented in sheet S10, detail 10.

C. General Contractor shall provide a temporary driveway apron for the duration of the construction for the staff of the school. The General Contractor is to pay all fees required for processing permits, utility connections and is to contact and comply with all authorities and jurisdiction required for permitting.

D. General Contractor shall provide snow removal and generally maintain ingress and egress ensuring the site is clear and free of debris further maintaining accessibility that conforms with OSHA, Chicago Building Code and emergency egress standards.

E. General Contractor shall provide all required permits for street access for truck delivery from the local and state jurisdiction.

F. General Contractor shall be required to coordinate and complete the work within the contractual completion date(s) for the work as described within Division 00 Document "Supplemental Conditions," Time for Performance and this section. The General Contractor shall be also held responsible for meeting all related provisions as described within this section.


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G. General Contractor shall coordinate access to the building at a mutually agreed upon location. Notification of security for disarming and arming the security system in required on a daily basis when entering the school before school hours or during any academic break. The phone number is 773-553-3335. Arrangements are to be made with the PBC to provide a list contractors who are to call in to security. Contractor will be required to remove CPS core from construction entry door and replace it with a construction core provided by the General Contractor for the duration of the project. At project conclusion, General Contractor shall reinstall original CPS core removed for construction.

H. General Contractor shall survey the site and photograph the area of construction operations. Upon completion of the work the Contractor is to restore the area to the documented condition prior to the start of work or as otherwise indicated in the Contract Documents. The GC shall provide evidence of compliance.

I. General Contractor is to replace all trees, bushes, groundcovers and grass on the public way or otherwise damaged as a result of construction activities. Hard surfaces including but not limited to concrete pavement walks and asphalt surfaces shall be restored to condition prior to construction. Restoration of hard surfaces may require cleaning, repair or replacement.

J. General Contractor shall coordinate work with the school during Mandatory State Testing periods. Test dates should be verified with the school. No work shall be permitted in the facility or on the site during testing except as specifically approved by the Principal, Building Engineer, and Commission Authorized Representative. General Contractor must minimize noise in all other areas during these time periods, and if requested by the School, stop work causing the noise until testing is completed. General Contractor shall bear all costs for any loss of time or production related to Mandatory State Testing.

K. General Contractor shall coordinate and maintain all exit egress, ( including providing directional signage as needed to effectively direct the proper ingress/egress in accordance with the schools requirements) during construction as required by the City of Chicago code, other entities with jurisdiction, and as directed by CPS or their representatives. The General Contractor shall provide and maintain all materials and labor including barricades, construction fence, doors, partitions, and fire rated walls as required for safe egress. All costs for this work shall be included in the Contract Base Bid regardless of whether it is indicated in the Contract Documents or not.

L. No deliveries will be permitted to either the existing facility or the new addition between the hours of 7:00 to 8:00 AM and 2:00 to 3:00 PM.

M. The Contractor is to set up and stage the entire project within the boundaries of the construction fence. The General Contractor is responsible for maintaining and modifying the fence as necessary and as approved in the Site Utilization Plan for the life of the project. Removal and disposal of the fence at the conclusion of the project is the responsibility of the General Contractor.

N. Building Engineer or other CPS staff will not be paid overtime by CPS, in order to be present at times when work is in progress in the existing Building. The General Contractor shall be responsible for all overtime costs for the CPS staff member for work outside of normal working hours, if need is due to construction work. Overtime arrangements for CPS staff includes weekends, holidays, and generally hours beyond that listed in Site Restrictions above. IUOE Local 143 Holidays are as follows (Saturday holidays are observed on Friday, Sunday holidays are observed on Monday):


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• New Year’s Day. • Martin Luther King Jr.’s Birthday. • Lincoln’s Birthday. • Presidents Day. • Pulaski Day. • Memorial Day. • Independence Day. • Labor Day. • Columbus Day. • Veterans Day. • Thanksgiving. • Friday after Thanksgiving. • Christmas Day.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 SITE UTILIZATION PLAN

A. Prior to Notice to Proceed, the General Contractor shall prepare and submit to the Commission, the Building Engineer, and the AOR for approval a Site Utilization Plan based on the Construction Operations requirements outlined in this section.

B. Mobilization on-site is not to occur until approval of the Site Utilization Plan is obtained. If requested by the Contractor or required by the Commission, a preliminary meeting to review site elements and Construction Operations with the Commission, AOR, and School staff prior to submission of the Site Utilization Plan shall be held.

C. The Site Utilization Plan shall be provided in a full-size graphic drawing electronic format (36 x 48 inches), printable in 11x17 inch format. Provide a separate plan for the site and for each floor of the existing building where work is being performed. Modifications to the format and sheet size shall be permitted if pre-approved by the Commission Authorized Representative and if proposed modifications shall facilitate preparation, presentation and review of the Site Utilization Plan. Electronic copies of the Contract Document drawings as appropriate shall be provided for this purpose upon request. The Site Utilization Plan shall at a minimum include the following elements:

• Title block information including School Name, Contract Number, General Contractor, Building floor/level information, and current plan date.

• Building footprint of both new (if applicable) and existing buildings, trees, landscaping, paving, drainage structures, existing and ornamental fencing and other important site features.

• Areas of staging for students and staff, student drop-off points, existing school entrances and exits, staff parking areas, and traffic patterns for both construction and non-construction vehicles.

• Denotation of the limits of construction and required construction fencing including any existing fencing to remain.


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• Denotation of required covered construction barricade walkways • Denotation of areas allowed for staging purposes: construction personnel parking, material

storage, and construction trailer(s). Such activities are to only take place in areas designated. • Denotation of any specific site conditions required to be observed such as keeping alleys

clear next to adjacent properties, and any other issues listed on the Construction Operations Site Plan.

• Denotation of areas allowed for site access gates. • Denotation of areas of work within the existing building for the period of time covered by

the Site Utilization Plan, coordinated with the Project Schedule. Each area should indicate planned beginning and end dates for work in that area. Areas where all work is completed are to be noted.

• Construction worker ingress/egress, material staging areas in the existing building. • Proposed locations of temporary protection, barricades, and temporary walls within the

existing building. • Denotation of all temporary exits and path of travel. • Indication of specific areas and their required contractual completion dates. If overtime work

is required to meet the project dates it shall be at no additional cost to the Chicago Public Schools.

3.2 SITE UTILIZATION PLAN UPDATES

A. The General Contractor is required to submit for approval updated Site Utilization Plans whenever conditions in the current approved plan have changed. Approval is required prior to proceeding on any changed conditions not previously approved. Requirements for updating include the following:

In coordination with the project schedule provide detailed information regarding work in the existing building including phasing, vacation of existing in-use areas, and any other information requested by the Commission Authorized Representative, Principal, or Building Engineer. Revision to the site plan to reflect changing conditions regarding construction fencing, ingress and egress, student and staff staging, construction deliveries, areas of stored materials, parking, and any other construction facility revisions.

3.3 CONSTRUCTION OPERATIONS PLAN

A. Construction Phasing

1. All work during the academic year must be performed according to the dates and constraints including the Milestones on the phasing plans.

2. All work must be contained within a construction fence.

3. Prior to masonry work, contractor shall construct a mock-up of dust containment system. System must prevent construction dust from migrating into school building.

4. Contractor shall be responsible for moving furniture and school materials as necessary for work. Contractor shall return the furniture and school materials to be original location at turnover. School will pack and move classroom materials in room 107, 207, and 307 closet materials for elevator hallway work. School is also responsible for moving furniture and computers from room 008 to accommodate construction work. School


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has specifically requested the moving of existing gymnasium equipment located on the third floor. GC responsible to relocate 2 trees of chairs, 11 steppers and stationary bikes, 6 fitness mat and cart, 7 filing cabinets, and 22 gymnastic and black fitness mats from the existing gymnasium to the new gymnasium storage.

5. Contractor shall conduct a survey of existing smart boards, wall-mounted LCD screens, and projectors with school’s IT department. Contractor shall protect all equipment during construction. Contractor shall review conditions of equipment with school's IT department prior to turnover.

6. Contractor shall provide final cleaning of interior spaces at the building at the end of the Summer 2018. Contractor shall coordinate turnover of interior spaces with school’s custodial manager and prepare turnover schedule. After turnover, Contractor shall not re-enter spaces.

7. Contractor shall demobilize and complete the landscaping work according to the phasing plan.

END OF SECTION


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SHERIDAN ES ANNEX 07 42 43 - 1 COMPOSITE WALL PANELS CPS PPROJECT #: 2017-29201-ANX PBC PROJECT #05075

SECTION 07 42 43

COMPOSITE WALL PANELS

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes engineering, fabrication and installation of metal panel system as indicated and as specified.

1.2 SUBMITTALS

A. Product Data: Submit complete printed data on panel system indicating features and products to be provided demonstrating specification compliance.

1. Submit full line color charts for selections by Architect.

B. Shop Drawings: Submit complete layout and installation drawings indicating method of attachment signed and sealed by a State of Illinois Licensed Structural Engineer.

C. Samples: Submit mock-up at least 10" square consisting of two panel sections having corner bends and attachment devices.

1.3 QUALITY ASSURANCE

A. Fabricator: Experienced in the engineering of the panel system and attachment system.

B. Installer: Experienced in the installation of the panel system and acceptance to the manufacturer.

C. Regulatory Requirements: Verify and conform to requirements of authorities having jurisdiction.

1. Flame spread rating of maximum 15 and smokes developed maximum 105 when tested in accordance with ASTM E 84.

D. Preinstallation Conference: Conduct preconstruction conference at the project site in compliance with requirements of Division 01 Section “Project Management and Coordination.

1. Review and finalize construction schedule and verify availability of materials, Installer’s personnel, equipment, and facilities needed to make progress and avoid delays.

2. Review methods and procedures related to metal wall panel installation, including manufacturer’s written instructions.

3. Examine support conditions for compliance with requirements, including alignment between and attachment to structural members.

4. Review flashings, special details, wall penetrations, openings, and condition of other construction that will affect metal wall panels.


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5. Review temporary protection requirements for metal wall panel assembly during and after installation.

6. Review wall panel observation and repair procedures after metal wall panel installation.

1.4 PERFORMANCE REQUIREMENTS

A. Deflection and Thermal Movement: Provide systems that conform to the following criteria under wind loading of 25 psf inward and 25 psf outward except 30 psf at corners:

1. Normal Deflection: Deflection of perimeter framing member not to exceed L/175 normal to plane of the wall; deflection of individual panels not to exceed L/60.

2. Anchor Deflection: At connection points of framing members to anchors, anchor deflection in any direction not to exceed 1/16 inch.

3. Thermal Movements: Allow for free horizontal and vertical thermal movement, due to expansion and contraction of components over a temperature range from 1°F to 180°F.

a. Buckling, opening of joints, undue stress on fasteners, failure of sealants, or any other detrimental effects of thermal movement will not be permitted.

b. Fabrication, assembly, and erection procedures shall take into account the ambient temperature range at the time of the respective operation.

B. Water and Air Leakage: Provide systems that have been tested and certified to conform to the following criteria:

1. Air Leakage: Not more than 0.06 cfm per square foot of wall area, when tested at 1.57 psf in accordance with ASTM E 283.

2. Water Penetration: No water infiltration under static pressure when tested in accordance with ASTM E331 at a differential of 10% of inward acting design load, 6.24 psf minimum, after 15 minutes.

a. Water penetration is defined as the appearance of uncontrolled water in the wall. b. Wall design shall feature provisions to drain to the exterior face of the wall a

leakage of water at joints and any condensation that may occur within the construction.

C. Structural: Provide systems that have been tested in accordance with ASTM E 330 at a design pressure of 40 psf and have been certified to be without permanent deformation or failures of structural members.

1.5 DELIVERY, STORAGE, HANDLING

A. Deliver in manufacturer’s original unopened, undamaged containers or wrapping.

B. Handle and install in exact accordance with manufacturer’s recommendations.

C. Remove and replace damaged panels.


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PART 2 - PRODUCTS

2.1 MANUFACTURER

A. Subject to compliance with drawing and specification requirements and availability, provide product and system of one of the following:

1. Mitsubishi. 2. Alusuisse Composites. 3. Reynolds Metals. 4. Citadel.

2.2 MATERIALS/FABRICATION

A. Panels: Minimum 4 MM (0.157 inch) thick composed of a structural core of fire retardant thermoset polymer composite having an exterior skin of minimum 0.020” aluminum and an interior skin minimum of .010 aluminum.

B. Accessories: Fabricated of non-corrosive metal to provide secure attachment to supporting construction as shown and as required to resist design loads.

C. Sealant: One component polyurethane sealant as recommended by panel system manufacturer.

D. Insulation built into formed panel: Polyisocyanurate board insulation conforming to ASTM C 1289, Type I, Class 1 or 2, having maximum flame-spread of 75 and smoke developed of 450 for 4” thickness; Atlas, Dow or RMax. Provide R value of 20 min LTTR.

2.3 FABRICATION

A. Fabricate panels to exact profiles and dimensions with sharp breaks and angles, which surfaces free of warp and buckle.

B. Provide fully concealed attachment system without exposed trim.

2.4 FINISH

A. Comply with NAAMM’s “Metal Finishes Manual for Architectural and Metal Products” for recommendations relative to applying and designating finishes.

B. Finish designations prefixed by AA conform to the system established by the Aluminum Association for designating aluminum finishes.

C. High Performance Organic Coating: Polyvinylidene fluoride, 70% strength, thermocured system, composed of specially formulated primer and topcoats, complying with AAMA 2605. See drawings for final approved color. No substitutions.


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PART 3 - EXECUTION

3.1 INSTALLATION

A. Erect panel system plumb, level and true to profile and location with uniform joints square and true to at corners.

B. Provide fully concealed attachment system to meet performance requirements.

C. Install attachment system required to support wall panels and to provide a complete weather tight wall system, including subgirts, perimeter extrusions, tracks, drainage channels, panel clips, and anchor channels.

1. Include attachment to supports, panel-to-panel joinery, panel-to-dissimilar-material joinery, and panel-system joint seals

D. Clip Installation: Attach panel clips to supports at each wall panel joint at locations, spacings, and with fasteners recommended by manufacturer. Attach routed-and-returned flanges of all panels to panel clips with manufacturer’s standard fasteners.

1. Seal horizontal and vertical joints between adjacent panels with sealant backing and sealant.

3.2 CLEANING

A. Clean installed system to provide uniform appearance.

END OF SECTION


of 47

OCCUPANCY TYPE:

CONSTRUCTION TYPE:

SCOPE OF WORK:

TYPE I-B

SCOPE OF WORK

INSTALLATION OF A NEW CLASS-1 FIRE ALARM SYSTEM

(NOTIFIER NFS-320) PROTECTING AN EXISTING THREE-STORY

PLUS A BASEMENT CPS BUILDING PER CBC SECT. 15-16-110 (a)

(2).

NOTE: THERE IS NO ELEVATOR IN THE BUILDING.

SPRINKLER COVERAGE:100% SPRINKLERED

CLASS C-3, TYPE 1-A, ELEMENTARY SCHOOL

SUPERVISORY DEVICE ADDRESS LIST

ADDRESS ANNUNCIATION

01 BSMT. FAN RM. 006 CO DETECTOR MONITOR MOD.

02 BSMT. COAL RM. CO DETECTOR MONITOR MOD.

03 BSMT. No. CORRIDOR CO DETECTOR MONITOR MOD.

04 BSMT. BOILER RM. 012 CO DETECTOR MONITOR MOD.

05 BSMT. BOILER RM. 012 SPRINKLER VALVE MONITOR MOD.

06 BSMT. SPRNKLR RM AC FAIL MONITOR MOD.

07 BSMT. SPRNKLR RM PHASE REVERSAL MONITOR MOD.

08 BSMT. SPRNKLR RM CITY INCOMIMG MONITOR MOD.

09 BSMT. SPRNKLR RM CHECK VALVE MONITOR MOD.

10 BSMT. SPRNKLR RM FP INLET MONITOR MOD.

11 BSMT. SPRNKLR RM FP DISCHARGE MONITOR MOD.

12 BSMT. SPRNKLR RM FP BYPASS MONITOR MOD.

13 BSMT. SPRNKLR RM TEST HEADER MONITOR MOD.

14 BSMT. SPRNKLR RM RISER MONITOR MOD.

15 1ST FL. No. CORRIDOR CO DETECTOR MONITOR MOD.

16 1ST FL. NORTH STAIR SPRINKLER VALVE MONITOR MOD.

17 2ND FL. No. CORRIDOR CO DETECTOR MONITOR MOD.

18 2ND FL. NORTH STAIR SPRINKLER VALVE MONITOR MOD.

19 3RD FL. No. CORRIDOR CO DETECTOR MONITOR MOD.

20 3RD FL. NORTH STAIR SPRINKLER VALVE MONITOR MOD.

DEVICE ADDRESS LIST

ADDRESS ANNUNCIATION

L1D001 BSMT. FAN RM. 006 ABOVE FCP SMOKE DETECTOR

L1D002RTU-2 DUCT SMOKE DETECTOR, FIELD VERIFY

L1D003RTU-1 DUCT SMOKE DETECTOR, FIELD VERIFY

L1M001 BSMT. NAC PANEL CONTROL MODULE

L1M002 BSMT. EAST STAIR PULL STATION

L1M003 BSMT. NORTH STAIR PULL STATION

L1M004 BSMT. SPRNKLR RM. PUMP RUN MONITOR MOD.

L1M005 BSMT. SPRNKLR RM MAIN RISER MONITOR MOD.

L1M006 BSMT. BOILER RM. 012 SPRINKLER MONITOR MOD.

L1M007 BSMT. SOUTH STAIR PULL STATION

L1M008 1ST FL. EAST STAIR PULL STATION

L1M009 1ST FL. NORTH STAIR PULL STATION

L1M010 1ST FL. NORTH STAIR SPRINKLER MONITOR MOD.

L1M011 1ST FL. SOUTH STAIR PULL STATION

L1M012 2ND FL. EAST STAIR PULL STATION

L1M013 2ND FL. NORTH STAIR PULL STATION

L1M014 2ND FL. NORTH STAIR SPRINKLER MONITOR MOD.

L1M015 2ND FL. CORR. 210 FIRE ESCAPE PULL STATION

L1M016 2ND FL. SOUTH STAIR PULL STATION

L1M017 3RD FL. EAST STAIR PULL STATION

L1M018 RTU-1 HVAC SHUTDOWN RELAY MODULE

L1M019 RTU-2 HVAC SHUTDOWN RELAY MODULE

L1M020 3RD FL. NORTH STAIR PULL STATION

L1M021 3RD FL. NORTH STAIR SPRINKLER MONITOR MOD.

L1M022 3RD FL. ASSEMBLY HALL 303 FIRE ESC. PULL STATION

L1M023 3RD FL. SOUTH STAIR PULL STATION

L1M024 3RD FL. CLASSROOM 304 PULL STATION

Argo Electric

1007 N. Ellisworth Ave.

Villa Park, IL 60181

Tel: (630) 833-9925

Fax: (630) 833-9348

SHEET NUMBER

DATE:

JOB NUMBER: REVISION

APPROVED BY:DRAWN BY: SCALE:

EQUIPMENT SUPPLIER

REV DATE DESCRIPTION

REVISIONS

INSTALLING CONTRACTOR

APPROVAL STAMP

© 2017 - High Rise Security Systems, LLC - All Rights Reserved

SHEET TITLE:

PROJECT ADDRESS:

BY

15W278 N Frontage Rd Burr Ridge, IL 60527

Tel: 630-920-0100 Fax: 630-920-0470

State of IL Fire Alarm License # 127-001272

by Honeywell

FILE NAME: X:\Engineering\~Arnold\3816-CPS Mark Sheridan Elementary\3816 FA Rev C_As-Built.dwg LAST SAVED: 4/12/17 8:55 AM BY: BWOJCIK

A.P.# 100683504

SHERIDAN ELEMENTARY

533 W. 27TH STREET

CHICAGO, IL. 60616

FIRE ALARM SYSTEM

CE

11/28/16

3816 C

CITY OF CHICAGO

A 11/28/16CE

ISSUEDFOR APPROVAL

B 12/21/16CE

REVISED PER DCAP COMMENTS

C PER FIELD AS-BUILT, UPDATE FAA MYLAR

WEST 27TH STREET

SO

UT

H W

AL

LA

CE

S

TR

EE

T

SO

UT

H N

OR

MA

L A

VE

NU

E

WEST 28TH STREET

N SITE PLAN

SCALE: NONE

MAIN

ENTRANCE

FACP

CH

ICA

GO

PU

BLIC

SC

HO

OLS

High Rise Security Systems, LLC

AS-BUILT DRAWING

JANUARY 2017

NONE

FA-01

COVER PAGE

SHERIDAN ELEMENTARY

CHICAGO PUBLIC SCHOOL

533 W. 27TH STREET

CHICAGO, IL. 60616

FIRE ALARM SYSTEM

NOTIFIER NFS-320

FA-01 COVER PAGE

FA-02 BASEMENT LAYOUT

FA-03 1ST FLOOR LAYOUT

FA-04 2ND FLOOR LAYOUT

FA-05 3RD FLOOR LAYOUT

FA-06 FACP, SSCP & FCPS-24S8

WIRING DIAGRAMS

FA-07 RISER & TYP. DEVICE

WIRING DIAGRAMS

DRAWING INDEX


of 47

CBC

FCP

FIRETB

CITY

TB

2M 2M

SSCP

AV2-5

30cd

V

AV2-3

75cd

V

AV2-2

75cd

V

AV2-1

30cd

V

AV1-7

15cd

V

AV1-5

75cd

V

AV1-4

75cd

V

AV1-1

75cd

V

AV1-2

30cd

V

L1D001

Z1

SD

J

L1M004

Z3

PUMP RUNFMM

L1M002

Z1

WG

S

47kΩEOL

L1M007

Z1

WG

S

L1M003

Z1

WG

S

AV1-3

15cd AV

AV1-6

75cdAV

AV2-4

75cd

AV

L1M005

Z4

MAIN RISERFMM

06

SSZ2

AC FAILNMM

WF

FPR

47kΩEOL

VSS

VSS

VSS

VSS

VSS

FPF

VSS

VSS

07

SSZ3

PHASE REV.NMM

08

SSZ4

CITY INC.NMM

09

SSZ5

CHECK VALVENMM

10

SSZ6

FP INLETNMM

11

SSZ7

FP DISCHARGENMM

12

SSZ8

FP BYPASSNMM

13

SSZ9

TEST HEADERNMM

14

SSZ10

RISERNMM

47kΩEOL

47kΩEOL

47kΩEOL

47kΩEOL

47kΩEOL

47kΩEOL

47kΩEOL

47kΩEOL

47kΩEOL

CO

01

SSZ14

NMM

47kΩ

EOL

CO

02

SSZ14

NMM

47kΩEOL

CO

04

SSZ14

NMM

47kΩEOL

CO

03

SSZ14

NMM47kΩ

EOL

FA

FAA

SSA

J

J

J

J

J

J

J

J

J

VALVE

SUPERVISORY &

CO DETECTION

RISER FEED

RISER

FEED

NAC

2A,2C,1F,6M,1N

5Q IN

FROM CITY

2A,2F

2A,2C,1F,6M,1N

1A,6C,6M

2A,2C2A,2C

2A,2C,1F,6M,1N

2A,1F,6M,1N

5Q

5Q

2A,1C,1F,6M,1N

2C

2C

2C

2C

2A,1C

1C

2.2kΩ

AV1

EOL

2.2kΩ

AV2

EOL

VALVE SUPERVISORY

VA

LV

E S

UP

ER

VIS

OR

Y

2A,1C

2A,1C

2A,1C

2A,1C

2A,1C

2C

2A,2F

2A

2C

2A

2A,1F,3M,1N

1A,1F,3M,1N

2A,2F,3M

2C

2F,1G

2F,1G

2F,1G

2A,1G,2F

J

VA

LV

E S

UP

ER

VIS

OR

Y

L1M001

FCM

120VAC INPUT FROM

DEDICATED SOURCE

1S

1S

120VAC INPUT FROM

DEDICATED SOURCE

1S

SU

PE

RV

IS

OR

Y

TB

2M

SUPER

3M

5Q

5Q

5Q

1F,3M,1N

1A,1F

2A,2F

CO

D

ET

EC

TIO

N

2A,2F

CO

D

ET

EC

TIO

N

CO DETECTION

2A,2F

1A

SLC RETURN

FROM 3RD FLOOR

FIRE

FIRE

TB

CITY

TB

2M 2M

CITY

SUPERVISORY

TB

2M

SUPER

STORAGE

011A

BOYS

TOILET

011

CO

RR

ID

OR

00

0

BOILER

ROOM

012

BOYS

PLAY ROOM

004

LUNCH

ROOM

003

WARM AIR

ROOM

VESTIBULE

VESTIBULE

SPRINKLER

PUMP RM.

STORAGE

ENGINEER'S

OFFICE

STORAGE

STORAGE

ROOM

001

STORAGE

VESTIBULE

PUMP

ROOM

012

ENGINE

ROOM

002

UP

DN

PRINCIPALS

STORAGE

005B

TOILET

005A

MAIN

ENTRANCE

COAL

ROAM

FAN

ROOM

006

GIRLS'

PLAY ROOM

007

STORAGE

GIRLS'

TOILET

CORRIDOR

000

UP

DN

UP

DN

COMPUTER LAB.

009

ENGINEER

STORAGE

010

COMPUTER

LAB

008

N BASEMENT LAYOUT

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

NORTH

STAIR

EAST

STAIR

SOUTH

STAIR

CST

AV

75cd

V

AV

75cd

VJ

J

J

J

J

L1D004

DD

RTSJ

J

L1M018

FRM

L1M019

FRM

L1D003

DD

L1D002

DD

RTS

RTSJ

JJ

J

CO

NMM

47kΩEOL

J

L1M014

Z1

WG

S

AV

75cd

AV

J

J

J

DESCRIPTION PART No.

FIRE ALARM DEVICE LEGEND

SYM

HORN/STROBE, WALL MOUNT

BY OTHERS

BY OTHERS

VARIES

BY OTHERS

SINGLE STATION CARBON MONOXIDE DETECTOR, 120VAC CO1224T

MANUAL PULL STATION, WITH POLYCARBONATE GUARD

DUCT MOUNT PHOTOELECTRIC SMOKE DETECTOR

STROBE, WALL MOUNT

PHOTOELECTRIC SMOKE DETECTOR

FIRE ALARM CONTROL PANEL

REMOTE TEST SWITCH

JUNCTION BOX

ADDRESSABLE CONTROL MODULE

FIRE ALARM ANNUNCIATOR

ADDRESSABLE MONITOR MODULE

SPRINKLER VALVE SUPERVISION SWITCH

SPRINKLER SYSTEM WATERFLOW SWITCH

END-OF-LINE RESISTOR

XL8

DNR

FCM-1

FRM-1

FMM-1

P2R

NFS-320

GW-25777-4

FSP-851

SR

RTS151KEY

ADDRESSABLE RELAY MODULE

CITY TIE BOX

FCP

FAA

SD

CO

DD

RTS

S

FCM

FRM

FMM

V

AV

WF

VSS

EOL

J

FA

42

" T

O 4

8" A

FF

S

66

" M

AX

MOUNTING HEIGHT DIAGRAM

TH

AN

5

' F

RO

M E

XIT

LO

CA

TE

N

O M

OR

E

RTS

CE

IL

IN

G M

OU

NT

D

EV

IC

ES

96

" M

AX

FMM

SD DD

SSCP

FIRE WARDEN

NFW-50

96

" A

FF

FINISHED CEILING

V

80

" A

FF

FAA &

SAA

FINISHED FLOOR

AV

FIRE ALARM SYSTEM NOTES

1. NO ADDRESSABLE MODULES TO BE MOUNTED OVER 96" AFF.

2. NO REMOTE TEST SWITCHES TO BE MOUNTED OVER 72" AFF.

3. ELECTRICAL CONTRACTOR/INSTALLER TO VERIFY (UPON JOB COMPLETION)

THAT ALL WATERFLOW & TAMPER SWITCHES HAVE NORMALLY OPEN CONTACTS

IN NON-ALARM STATE.


THAT ALL CIRCUITS ARE FREE FROM BOTH GROUND & OPEN CONDITIONS.

5. ELECTRICAL CONTRACTOR/INSTALLER SHALL NOT DEVIATE FROM DEVICE

ADDRESSES AS LABELED ON DRAWINGS WITHOUT FIRST CONTACTING

HIGH RISE SECURITY SYSTEMS, LLC AT (630) 920-0100.

6. NO DEVICE OR PANEL (FCP, FCPS OR TRANSPONDER PANEL) SHALL BE

MOUNTED IN AREAS GREATER THAN 80°F/OR BELOW 32°F CONSTANT.

NO EQUIPMENT TO BE MOUNTED IN HIGH HUMIDITY MOISTURE AREAS.

7. ALL AUDIBLE DEVICES SHALL SOUND THE CONTINUOUS PATTERN.

8. WHEN MORE THAN TWO (2) VISUAL NOTIFICATION APPLIANCES ARE IN THE SAME

ROOM OR ADJACENT SPACE WITHIN THE FIELD OF VIEW, THEY SHALL FLASH IN

SYNCHRONIZATION, THIS SHALL INCLUDE ALL STROBES OR GROUPS OF

STROBES OPERATED BY SEPARATE SYSTEMS.

9. ELECTRICAL CONTRACTOR/INSTALLER TO OBSERVE SOUND OUTPUT OF

AUDIBLE DEVICES TO BE IN COMPLIANCE WITH NFPA 72 SECTION 7.4.2.1*

WHEREBY ALL AUDIBLE SIGNALS SHALL HAVE A SOUND LEVEL AT LEAST 15db

ABOVE THE AVERAGE AMBIENT SOUND LEVEL OR 5db ABOVE THE MAXIMUM

SOUND LEVEL.

10. IF AT ALL POSSIBLE, WEATHERPROOF AUDIBLE/VISUAL DEVICES SHALL NOT BE

INSTALLED WHERE DIRECT CONTACT WITH THE ELEMENTS MAY OCCUR, KEEP

DEVICE UNDER AN AWNING OR CANOPY.

11. WEATHERPROOF AUDIBLE/VISUAL DEVICE CONDUITS & FITTINGS SHALL BE

LIQUIDTIGHT, INSTALLED IN ACCORDANCE WITH 2005 NEC, ARTICLE 356. SILICON

SEALANT OR TEFLON TAPE SHALL BE USED ON ALL THREADED PIPE, FITTINGS, &

PLUGS, & THE BACK OF THE BOX MEETING THE WALL SHALL ALSO BE SEALED

WITH SILICON SEALANT.

12. FIELD INSTALLED DEVICES SHALL NOT BE HAND MARKED FOR ANY REASON;

FOR THE PURPOSE OF DISPLAYING THE DEVICE ADDRESS OR OTHER PERTINENT

INFORMATION, USE A P-TOUCH LABELER OR EQUIVALENT.

13. ALL BATTERIES TO BE PERMANENTLY MARKED WITH THE MONTH & YEAR OF

MANUFACTURE, USING THE MM/YYYY FORMAT.

14. PRIMARY POWER FOR ALL FIRE ALARM EQUIPMENT SHALL BE SUPPLIED BY A

DEDICATED BRANCH CIRCUIT.

15. PRIMARY POWER CIRCUITS FOR ALL FIRE ALARM EQUIPMENT SHALL BE

MECHANICALLY PROTECTED WITH A BREAKER LOCK.

16. PRIMARY POWER DISCONNECTING MEANS SHALL HAVE A RED MARKING, SHALL

BE ACCESSIBLE ONLY TO AUTHORIZED PERSONNEL, & SHALL BE IDENTIFIED AS

"FIRE ALARM CIRCUIT".

17. THE LOCATION OF THE PRIMARY POWER DISCONNECTING MEANS SHALL BE

PERMANENTLY IDENTIFIED AT THE FIRE ALARM CONTROL PANEL.

18. PRIMARY POWER SHALL NOT BE APPLIED (TURNED ON) TO THE FIRE ALARM

CONTROL PANEL OR ANY OTHER FIRE ALARM POWER SUPPLIES UNLESS THERE

IS A HIGH RISE SECURITY SYSTEMS REPRESENTATIVE PRESENT.

19. DETECTOR SPACING IS BASE ON SMOOTH CEILINGS, IF ANY BEAM, JOIST,

PEAKED, OR SHED CEILINGS EXIST, CONTACT HIGH RISE SECURITY SYSTEMS

PRIOR TO INSTALLING ANY AUTOMATIC DETECTION DEVICE.

20. FIELD VERIFY THAT DETECTORS ARE MOUNTED AT LEAST THREE (3) FEET FROM

ANY AIR SUPPLY DIFFUSER, RETURN AIR OPENING OR SPRINKLER HEAD.

21. ALL STAIRWELL PENETRATIONS MUST BE 2-HOUR RATED.

22. A COPY OF THE STAMPED APPROVED PLANS SHALL BE MAINTAINED AT THE JOB

SITE AT ALL TIMES AND SHALL BE READILY AVAILABLE DURING THE TIME OF

FINAL TEST AND INSPECTION.

23. PERMIT HOLDING ELECTRICAL CONTRACTOR TO BE PRESENT IN ALL ASPECTS

OF THE SYSTEM TESTING.

24. CONTRACTOR SHALL COORDINATE WITH SPRINKLER CONTRACTOR TO

DETERMINE EXACT LOCATIONS AND QUANTITIES OF WATER FLOW AND VALVE

TAMPER CONNECTIONS NEEDED, AND SHALL INCLUDE AND PROVIDE AS PART

OF THE BASE BID.

FIRE ALARM WIRE SCHEDULE (IN RED CONDUIT)

FPLR

THHN

FPLR

AWG

16

14

14

16

14

14

2

2

2

2

2

2

5220UL 0.174Ø

5220FL 0.178Ø

A

C

F

M

N

Q

R

S

THHN14 1 N/A 0.111Ø

THHN12 3 N/A 0.130Ø

* IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO USE THE

CORRECT WIRE TYPE; REGARDLESS OF WHAT IS LISTED IN THE WIRE SCHEDULE. IF

WIRE IS RUN IN A PLENUM, THEN PLENUM RATED CABLE (FPLP) SHALL BE USED. IF

WIRE IS RUN IN A RISER, THEN RISER RATED CABLE (FPLR) SHALL BE USED, ETC.

* IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO

VERIFY ALL WIRE TYPES WITH THE AUTHORITY HAVING JURISDICTION

TO ENSURE ALL WIRE OR CABLE BEING USED IS ACCEPTABLE.

* IF THERE IS ANY DEVIATION TO THE WIRE LISTED ABOVE, THE ELECTRICAL

CONTRACTOR SHALL VERIFY THAT THE PROPER CONDUIT FILL IS NOT EXCEEDED.

FOR EMT: 1 WIRE-53%, 2 WIRES-31%, AND MORE THAN 2 WIRES-40%.

* ALL CONDUIT TO BE 3/4" EMT MINIMUM UNLESS NOTED.

UNSHIELDED ADDRESSABLE SIGNALING LINE CIRCUIT (SLC)

NOTIFICATION APPLIANCE CIRCUITS (NAC)

NON-RESETTABLE 24VDC POWER

MISCELLANEOUS FIRE ALARM CONNECTIONS

EIA-485, DATA

CITY TIE BOX/CBC WIRING

REMOTE TEST SWITCH WIRING

120VAC INPUT FROM DEDICATED SOURCE

UNSHIELDED

UNSHIELDED

UNSHIELDED

UNSHIELDED

UNSHIELDED

UNSHIELDED

SHIELDED

N/A 0.111Ø

THHN N/A 0.111Ø

THHN N/A 0.111Ø

THHN N/A 0.111Ø

BELDEN PART #

& OD IN INCHES

USE DESCRIPTION

SHIELDED/

UNSHIELDED

TYPE

NUMBER OF

CONDUCTORS

DESIGNATION

LETTER

NAC CALCULATIONS FOR NFS-320

CIRCUIT

NUMBER

LOCATION

DEVICE TYPE & CURRENT DRAW IN mA

TOTAL DEVICES

PER CIRCUIT

TOTAL AMPS

PER CIRCUIT

CIRCUIT LENGTH

IN FEET

VOLTAGE AT

LAST DEVICE

V 15cd V 30cd V 75cd AV 15cd AV 75cd

66 107 158 79 176

AV1 BASEMENT NE 1 1 3 1 1 7 0.902 290 18.79

AV2 BASEMENT SOUTH 0 2 2 0 1 5 0.706 250 19.32

AV3 1ST FLOOR NE 0 1 3 1 1 6 0.836 200 19.37

AV4 1ST FLOOR SOUTH 0 0 4 0 1 5 0.808 300 18.91

SUPPLIED AMPS: USED AMPS: REMAINING AMPS:

MINIMUM

VOLTAGE:

17.00

6 3.252 2.748 START VOLTAGE: 20.40

*OHMS PER 1000' REFERS TO SOLID UNCOATED COPPER WIRE AS STATED IN 2005 NEC, TABLE 8WIRE GAUGE: 14

10 GAUGE = 1.21 12 GAUGE = 1.93 14 GAUGE = 3.07 16 GAUGE = 4.89 18 GAUGE = 7.77 *OHMS PER 1000': 3.07

SUPERVISORY SWITCH CONTROL PANELNFW-50SSCP

DETECTION ZONE LIST

ZONE FLOOR LOCATION DESCRIPTION

DEVICE

ANNUNCIATION

Z1 BASEMENT ENTIRE FLOOR

THIS ZONE IS MONITORING:

DETECTION

1 0 3 0 0 BASEMENT FLOOR DETECTION

Z2 BASEMENT BOILER ROOM


SPRINKLER

0 0 0 1 0 BASEMENT SPRINKLER

Z3 BASEMENT

SPRINKLER PUMP

ROOM


FIRE PUMP RUN

0 0 0 0 1 BASEMENT FIRE PUMP RUN

Z4 BASEMENT

SPRINKLER PUMP

ROOM


MAIN RISER

0 0 0 1 0 BASEMENT MAIN RISER

Z5 1ST FLOOR ENTIRE FLOOR


DETECTION

0 0 3 0 0 1ST FLOOR DETECTION

Z6 1ST FLOOR NORTH STAIRS


SPRINKLER

0 0 0 1 0 1ST FLOOR SPRINKLER

Z7 2ND FLOOR ENTIRE FLOOR


DETECTION

0 0 4 0 0 2ND FLOOR DETECTION

Z8 2ND FLOOR NORTH STAIRS


SPRINKLER

0 0 0 1 0 2ND FLOOR SPRINKLER

Z9 3RD FLOOR ENTIRE FLOOR


DETECTION

0 0 5 0 0 3RD FLOOR DETECTION

Z10 3RD FLOOR

NORTH CORRIDOR

EAST END

THIS ZONE IS MONITORING: DUCT

DETECTOR DETECTION

0 1 0 0 0 DUCT DETECTION RTU-2

Z11 3RD FLOOR NORTH CORRIDOR


DETECTOR DETECTION


Z12 3RD FLOOR NORTH STAIRS


SPRINKLER

0 0 0 1 0 3RD FLOOR SPRINKLER

SD DD S

SUPERVISORY ZONE LIST


DEVICE

ANNUNCIATION

SSZ1 BASEMENT BOILER ROOM


SPRINKLER VALVE

1 0 0 0 BASEMENT SPRINKLER VALVE

SSZ2 BASEMENT SPRINKLER ROOM


FIRE PUMP AC FAIL

0 1 0 0 BASEMENT FIRE PUMP AC FAIL



FIRE PUMP PHASE REVERSAL

0 0 1 0 BASEMENT FIRE P. PHASE REVERSAL



SPRINKLER VALVE

1 0 0 0 BASEMENT FP CITY INCOMING



SPRINKLER VALVE

1 0 0 0 BASEMENT FP CHECK VALVE



SPRINKLER VALVE

1 0 0 0 BASEMENT FP INLET



SPRINKLER VALVE

1 0 0 0 BASEMENT FP DISCHARGE



SPRINKLER VALVE

1 0 0 0 BASEMENT FP BYPASS



SPRINKLER VALVE

1 0 0 0 BASEMENT FP TEST HEADER



SPRINKLER VALVE

1 0 0 0 BASEMENT FP RISER

SSZ11 1ST FLOOR NORTH STAIRS


SPRINKLER VALVE

1 0 0 0 1ST FLOOR SPRINKLER VALVE

SSZ12 2ND FLOOR NORTH STAIRS


SPRINKLER VALVE

1 0 0 0 2ND FLOOR SPRINKLER VALVE

SSZ13 3RD FLOOR NORTH STAIRS


SPRINKLER VALVE

1 0 0 0 3RD FLOOR SPRINKLER VALVE

SSZ14 BASEMENT ENTIRE FLOOR

THIS ZONE IS MONITORING: CO

DETECTION

0 0 0 4 BASEMENT CO DETECTION

SSZ15 1ST FLOOR ENTIRE FLOOR


DETECTION

0 0 0 1 1ST FLOOR CO DETECTION

SSZ16 2ND FLOOR ENTIRE FLOOR


DETECTION

0 0 0 1 2ND FLOOR CO DETECTION

SSZ17 3RD FLOOR ENTIRE FLOOR


DETECTION

0 0 0 1 3RD FLOOR CO DETECTION

FIRE PUMP RUN BY OTHERSFPR

WF

VSS FPF FPPR

FIRE SYSTEM 6" 24VDC BELL SSM24-6

FIRE

TB

CITY TIE SYSTEM 6" 24VDC BELL SSM24-6

CITY

TB

FPR

SET ALL HORNS TO

CONTINUOUS PATTERN

NAC CALCULATIONS FOR FCPS-24S8

CIRCUIT

NUMBER

LOCATION


TOTAL DEVICES

PER CIRCUIT

TOTAL AMPS

PER CIRCUIT

CIRCUIT LENGTH

IN FEET

VOLTAGE AT

LAST DEVICE


66 107 158 79 176

AV5 BASEMENT 0 2 4 1 1 8 1.101 180 19.18

AV6 1ST FLOOR 0 0 5 0 1 6 0.966 300 18.62

AV7 2ND FLOOR 0 0 6 0 1 7 1.124 200 19.02

AV8 3RD FLOOR 0 0 3 0 2 5 0.826 320 18.78


MINIMUM

VOLTAGE:

17.00

8 4.017 3.983 START VOLTAGE: 20.40



NMMFRM

ALL

MODULES

FACP

NOTIFIER

NFS-320

WG

NBG-12LX W/

STI-3150

RESISTOR COLOR CODES

VALUE

1. BROWN

COLOR CODE

2. RED

3. BROWN

120 OHM

2.2K OHM

4.7K OHM

47K OHM

3.9K OHM

GOLD OR

SILVER

1

2

3

1. RED

2. RED

3. RED

1. ORANGE

2. WHITE

3. RED

1. YELLOW

2. VIOLET

3. RED

1. YELLOW

2. VIOLET

3. ORANGE

(TOLERANCE)

10K OHM

1. BROWN

2. BLACK

3. ORANGE

20K OHM

1. RED

2. BLACK

3. ORANGE

OCCUPANCY TYPE:

CONSTRUCTION TYPE:

SCOPE OF WORK:

TYPE I-B

SCOPE OF WORK




(2).




SUPERVISORY SWITCH REMOTE ANNUNCIATOR N-ANN-80SSA

ABBREVIATIONS

15cd = 15 CANDELA RATING



AFF = ABOVE FINISHED FLOOR

WG = WIRE, PLASTIC OR POLYCARBONATE GUARD

NAC = NOTIFICATION APPLIANCE CIRCUIT

SLC = SIGNALING LINE CIRCUIT (ADDRESSABLE)

WP = WEATHERPROOF

ADDRESSABLE MONITOR MODULE (SUPERVISORY PANEL) NMM-100NMM

FIRE PUMP AC FAIL BY OTHERSFPF

FIRE PUMP PHASE REVERSAL BY OTHERSFPPR

SUPERVISORY PANEL SYSTEM 6" 24VDC BELL SSM24-6

SUPERVISORY

TB

CHICAGO BELL CONTROLLER CITYCITY

CHICAGO BELL CONTROLLER FIREFIRE

CHICAGO BELL CONTROLLER SUPERVISORYSUPER

CO

Argo Electric



Tel: (630) 833-9925

Fax: (630) 833-9348

SHEET NUMBER

DATE:



EQUIPMENT SUPPLIER


REVISIONS


APPROVAL STAMP


SHEET TITLE:

PROJECT ADDRESS:

BY


Tel: 630-920-0100 Fax: 630-920-0470


by Honeywell


A.P.# 100683504

SHERIDAN ELEMENTARY

533 W. 27TH STREET

CHICAGO, IL. 60616

FIRE ALARM SYSTEM

CE

11/28/16

3816 C

CITY OF CHICAGO

A 11/28/16CE

ISSUEDFOR APPROVAL

B 12/21/16CE



WEST 27TH STREET

SO

UT

H W

AL

LA

CE

S

TR

EE

T

SO

UT

H N

OR

MA

L A

VE

NU

E

WEST 28TH STREET

N SITE PLAN

SCALE: NONE

MAIN

ENTRANCE

FACP

CH

ICA

GO

PU

BLIC

SC

HO

OLS


AS-BUILT DRAWING

JANUARY 2017

1/8" = 1'-0"

FA-02

DEVICE LAYOUT

BASEMENT


of 47

FIRE

FIRE

TB

CITY

TB

2M 2M

CITY

L1M008

Z5

WG

S

L1M011

Z5

WG

S

L1M009

Z5

WG

S

AV3-3

15cdAV

AV3-6

75cd

AV

AV4-5

75cd

AV

CO

15

SSZ15

NMM

47kΩEOL

AV4-4

75cd

V

AV4-3

75cd

V

AV4-1

75cd

V

AV4-2

75cd

V

AV3-1

75cd

V

AV3-2

75cd

V

AV3-4

75cd

V

AV3-5

30cd

V

VALVE

SUPERVISORY &

CO DETECTION

RISER FEED

J

J

J

J

1F,1G

2A,2C,6M

2A,2C,6M

2C

2C 2C

2A,2F

2A,2C,6M

2A,2C

2.2kΩ

AV4

EOL

2A,1C

2A,1C

2A,1C

2A,1C

2A,1C

2C

CO

D

ET

EC

TIO

N

SUPERVISORY

TB

2M

SUPER

2A,3M

CLASS ROOM

107

CLASS ROOM

106

CLASS ROOM

105

CLASS ROOM

108

LIBRARY

104

ADMINISTRATION

OFFICE

110

CL

OA

K R

OO

M

CLOAK ROOM CLOAK ROOM

CLOAK ROOM

CLOAK ROOM

CLOAK ROOM

FAN ROOM

ANTE ROOM

TOILET

PRINCIPAL'S

OFFICE

101

OFFICE

101A

CO

RR

ID

OR

10

0

CORRIDOR

100

TOILET

UP

DN

UP

UP

DN

DN

TOILET

CLASS ROOM

102

CLASS ROOM

103

CLASS ROOM

104

WOMEN

TOILET

111

N 1ST FLOOR LAYOUT

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

NORTH

STAIR

EAST

STAIR

SOUTH

STAIR

FEED UP

JJ

J

J

CO

15

SSZ15

NMM

47kΩEOL

FEED UP

AV4-4

75cd

V EOL

J

J

SLC FEED

FROM

BASEMENT

FEED UP



SYM


BY OTHERS

BY OTHERS

VARIES

BY OTHERS




STROBE, WALL MOUNT



REMOTE TEST SWITCH

JUNCTION BOX







XL8

DNR

FCM-1

FRM-1

FMM-1

P2R

NFS-320

GW-25777-4

FSP-851

SR

RTS151KEY


CITY TIE BOX

FCP

FAA

SD

CO

DD

RTS

S

FCM

FRM

FMM

V

AV

WF

VSS

EOL

J

FA

42

" T

O 4

8" A

FF

S

66

" M

AX


TH

AN

5

' F

RO

M E

XIT

LO

CA

TE

N

O M

OR

E

RTS

CE

IL

IN

G M

OU

NT

D

EV

IC

ES

96

" M

AX

FMM

SD DD

SSCP

FIRE WARDEN

NFW-50

96

" A

FF

FINISHED CEILING

V

80

" A

FF

FAA &

SAA

FINISHED FLOOR

AV






IN NON-ALARM STATE.


















SOUND LEVEL.








































OF THE BASE BID.


FPLR

THHN

FPLR

AWG

16

14

14

16

14

14

2

2

2

2

2

2

5220UL 0.174Ø

5220FL 0.178Ø

A

C

F

M

N

Q

R

S

THHN14 1 N/A 0.111Ø

THHN12 3 N/A 0.130Ø
















EIA-485, DATA




UNSHIELDED

UNSHIELDED

UNSHIELDED

UNSHIELDED

UNSHIELDED

UNSHIELDED

SHIELDED

N/A 0.111Ø

THHN N/A 0.111Ø

THHN N/A 0.111Ø

THHN N/A 0.111Ø

BELDEN PART #

& OD IN INCHES

USE DESCRIPTION

SHIELDED/

UNSHIELDED

TYPE

NUMBER OF

CONDUCTORS

DESIGNATION

LETTER


CIRCUIT

NUMBER

LOCATION


TOTAL DEVICES

PER CIRCUIT

TOTAL AMPS

PER CIRCUIT

CIRCUIT LENGTH

IN FEET

VOLTAGE AT

LAST DEVICE


66 107 158 79 176

AV1 BASEMENT NE 1 1 3 1 1 7 0.902 290 18.79


AV3 1ST FLOOR NE 0 1 3 1 1 6 0.836 200 19.37

AV4 1ST FLOOR SOUTH 0 0 4 0 1 5 0.808 300 18.91


MINIMUM

VOLTAGE:

17.00

6 3.252 2.748 START VOLTAGE: 20.40




DETECTION ZONE LIST


DEVICE

ANNUNCIATION



DETECTION




SPRINKLER


Z3 BASEMENT

SPRINKLER PUMP

ROOM


FIRE PUMP RUN


Z4 BASEMENT

SPRINKLER PUMP

ROOM


MAIN RISER




DETECTION




SPRINKLER




DETECTION




SPRINKLER




DETECTION


Z10 3RD FLOOR

NORTH CORRIDOR

EAST END


DETECTOR DETECTION




DETECTOR DETECTION




SPRINKLER


SD DD S



DEVICE

ANNUNCIATION



SPRINKLER VALVE




FIRE PUMP AC FAIL








SPRINKLER VALVE




SPRINKLER VALVE




SPRINKLER VALVE




SPRINKLER VALVE




SPRINKLER VALVE




SPRINKLER VALVE




SPRINKLER VALVE




SPRINKLER VALVE




SPRINKLER VALVE




SPRINKLER VALVE




DETECTION




DETECTION




DETECTION




DETECTION



WF

VSS FPF FPPR


FIRE

TB


CITY

TB

FPR

SET ALL HORNS TO

CONTINUOUS PATTERN


CIRCUIT

NUMBER

LOCATION


TOTAL DEVICES

PER CIRCUIT

TOTAL AMPS

PER CIRCUIT

CIRCUIT LENGTH

IN FEET

VOLTAGE AT

LAST DEVICE


66 107 158 79 176

AV5 BASEMENT 0 2 4 1 1 8 1.101 180 19.18

AV6 1ST FLOOR 0 0 5 0 1 6 0.966 300 18.62

AV7 2ND FLOOR 0 0 6 0 1 7 1.124 200 19.02

AV8 3RD FLOOR 0 0 3 0 2 5 0.826 320 18.78


MINIMUM

VOLTAGE:

17.00

8 4.017 3.983 START VOLTAGE: 20.40



NMMFRM

ALL

MODULES

FACP

NOTIFIER

NFS-320

WG

NBG-12LX W/

STI-3150


VALUE

1. BROWN

COLOR CODE

2. RED

3. BROWN

120 OHM

2.2K OHM

4.7K OHM

47K OHM

3.9K OHM

GOLD OR

SILVER

1

2

3

1. RED

2. RED

3. RED

1. ORANGE

2. WHITE

3. RED

1. YELLOW

2. VIOLET

3. RED

1. YELLOW

2. VIOLET

3. ORANGE

(TOLERANCE)

10K OHM

1. BROWN

2. BLACK

3. ORANGE

20K OHM

1. RED

2. BLACK

3. ORANGE

OCCUPANCY TYPE:

CONSTRUCTION TYPE:

SCOPE OF WORK:

TYPE I-B

SCOPE OF WORK




(2).





ABBREVIATIONS








WP = WEATHERPROOF





SUPERVISORY

TB




CO

Argo Electric



Tel: (630) 833-9925

Fax: (630) 833-9348

SHEET NUMBER

DATE:



EQUIPMENT SUPPLIER


REVISIONS


APPROVAL STAMP


SHEET TITLE:

PROJECT ADDRESS:

BY


Tel: 630-920-0100 Fax: 630-920-0470


by Honeywell


A.P.# 100683504

SHERIDAN ELEMENTARY

533 W. 27TH STREET

CHICAGO, IL. 60616

FIRE ALARM SYSTEM

CE

11/28/16

3816 C

CITY OF CHICAGO

A 11/28/16CE

ISSUEDFOR APPROVAL

B 12/21/16CE



WEST 27TH STREET

SO

UT

H W

AL

LA

CE

S

TR

EE

T

SO

UT

H N

OR

MA

L A

VE

NU

E

WEST 28TH STREET

N SITE PLAN

SCALE: NONE

MAIN

ENTRANCE

FACP

CH

ICA

GO

PU

BLIC

SC

HO

OLS


AS-BUILT DRAWING

JANUARY 2017

1/8" = 1'-0"

FA-03

DEVICE LAYOUT

1ST FLOOR


of 47

L1M012

Z7

WG

S

L1M016

Z7

WG

S

L1M013

Z7

WG

S

AV5-3

15cdAV

AV6-1

75cd

AV

AV6-5

75cd

AV

CO

17

SSZ16

NMM

47kΩEOL

AV6-6

75cd

V

AV6-4

75cd

V

AV6-1

75cd

V

AV6-3

75cd

V

AV5-1

75cd

V

AV5-2

75cd

V

AV5-4

75cd

V

AV5-5

30cd

V

AV6-2

75cd

V

AV5-8

30cd

V

J

J

J

J

2F,1G

2A,2C

2A,2C

2A,2C

2C

2C

2A,2C

1C 2C

2C

2C

2A,1C

2A,1C

2A,1C

4.7kΩ

AV5

EOL

4.7kΩ

AV6

EOL

L1M015

Z7

WG

S

CO

RR

ID

OR

21

0

CORRIDOR

210

DN

DN

UP

UP

UP

DN

CLASS ROOM

207

CLASS ROOM

206

CLASS ROOM

208

CLASSROM

209

OFFICE

210

CL

OA

K R

OO

M

CLOAK ROOM

CLOAK ROOM

CLOAK ROOM

CLASS ROOM

202

CLASS ROOM

203

CLASS ROOM

204

CLASS ROOM

201


CLOAK ROOM

CL

OA

K R

OO

M

GIRLS'

TOILET

205A

BOY'S

TOILET

205B

TEACHERS

LOUNGE

205D

WOMEM'S

TOILET

211

FIR

E E

SC

AP

E

N 2ND FLOOR LAYOUT

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

NORTH

STAIR

EAST

STAIR

SOUTH

STAIR

47kΩEOL

J

RISER

FEED

J

2A,2C

AV5-1

75cd

V

J J

AV5-6

75cd

V

J

J

CO

17

SSZ16

NMM

47kΩEOL

2F,1G

J

J



SYM


BY OTHERS

BY OTHERS

VARIES

BY OTHERS




STROBE, WALL MOUNT



REMOTE TEST SWITCH

JUNCTION BOX







XL8

DNR

FCM-1

FRM-1

FMM-1

P2R

NFS-320

GW-25777-4

FSP-851

SR

RTS151KEY


CITY TIE BOX

FCP

FAA

SD

CO

DD

RTS

S

FCM

FRM

FMM

V

AV

WF

VSS

EOL

J

FA

42

" T

O 4

8" A

FF

S

66

" M

AX


TH

AN

5

' F

RO

M E

XIT

LO

CA

TE

N

O M

OR

E

RTS

CE

IL

IN

G M

OU

NT

D

EV

IC

ES

96

" M

AX

FMM

SD DD

SSCP

FIRE WARDEN

NFW-50

96

" A

FF

FINISHED CEILING

V

80

" A

FF

FAA &

SAA

FINISHED FLOOR

AV






IN NON-ALARM STATE.


















SOUND LEVEL.








































OF THE BASE BID.


FPLR

THHN

FPLR

AWG

16

14

14

16

14

14

2

2

2

2

2

2

5220UL 0.174Ø

5220FL 0.178Ø

A

C

F

M

N

Q

R

S

THHN14 1 N/A 0.111Ø

THHN12 3 N/A 0.130Ø
















EIA-485, DATA




UNSHIELDED

UNSHIELDED

UNSHIELDED

UNSHIELDED

UNSHIELDED

UNSHIELDED

SHIELDED

N/A 0.111Ø

THHN N/A 0.111Ø

THHN N/A 0.111Ø

THHN N/A 0.111Ø

BELDEN PART #

& OD IN INCHES

USE DESCRIPTION

SHIELDED/

UNSHIELDED

TYPE

NUMBER OF

CONDUCTORS

DESIGNATION

LETTER


CIRCUIT

NUMBER

LOCATION


TOTAL DEVICES

PER CIRCUIT

TOTAL AMPS

PER CIRCUIT

CIRCUIT LENGTH

IN FEET

VOLTAGE AT

LAST DEVICE


66 107 158 79 176

AV1 BASEMENT NE 1 1 3 1 1 7 0.902 290 18.79


AV3 1ST FLOOR NE 0 1 3 1 1 6 0.836 200 19.37

AV4 1ST FLOOR SOUTH 0 0 4 0 1 5 0.808 300 18.91


MINIMUM

VOLTAGE:

17.00

6 3.252 2.748 START VOLTAGE: 20.40




DETECTION ZONE LIST


DEVICE

ANNUNCIATION



DETECTION




SPRINKLER


Z3 BASEMENT

SPRINKLER PUMP

ROOM


FIRE PUMP RUN


Z4 BASEMENT

SPRINKLER PUMP

ROOM


MAIN RISER




DETECTION




SPRINKLER




DETECTION




SPRINKLER




DETECTION


Z10 3RD FLOOR

NORTH CORRIDOR

EAST END


DETECTOR DETECTION




DETECTOR DETECTION




SPRINKLER


SD DD S



DEVICE

ANNUNCIATION



SPRINKLER VALVE




FIRE PUMP AC FAIL








SPRINKLER VALVE




SPRINKLER VALVE




SPRINKLER VALVE




SPRINKLER VALVE




SPRINKLER VALVE




SPRINKLER VALVE




SPRINKLER VALVE




SPRINKLER VALVE




SPRINKLER VALVE




SPRINKLER VALVE




DETECTION




DETECTION




DETECTION




DETECTION



WF

VSS FPF FPPR


FIRE

TB


CITY

TB

FPR

SET ALL HORNS TO

CONTINUOUS PATTERN


CIRCUIT

NUMBER

LOCATION


TOTAL DEVICES

PER CIRCUIT

TOTAL AMPS

PER CIRCUIT

CIRCUIT LENGTH

IN FEET

VOLTAGE AT

LAST DEVICE


66 107 158 79 176

AV5 BASEMENT 0 2 4 1 1 8 1.101 180 19.18

AV6 1ST FLOOR 0 0 5 0 1 6 0.966 300 18.62

AV7 2ND FLOOR 0 0 6 0 1 7 1.124 200 19.02

AV8 3RD FLOOR 0 0 3 0 2 5 0.826 320 18.78


MINIMUM

VOLTAGE:

17.00

8 4.017 3.983 START VOLTAGE: 20.40



NMMFRM

ALL

MODULES

FACP

NOTIFIER

NFS-320

WG

NBG-12LX W/

STI-3150


VALUE

1. BROWN

COLOR CODE

2. RED

3. BROWN

120 OHM

2.2K OHM

4.7K OHM

47K OHM

3.9K OHM

GOLD OR

SILVER

1

2

3

1. RED

2. RED

3. RED

1. ORANGE

2. WHITE

3. RED

1. YELLOW

2. VIOLET

3. RED

1. YELLOW

2. VIOLET

3. ORANGE

(TOLERANCE)

10K OHM

1. BROWN

2. BLACK

3. ORANGE

20K OHM

1. RED

2. BLACK

3. ORANGE

OCCUPANCY TYPE:

CONSTRUCTION TYPE:

SCOPE OF WORK:

TYPE I-B

SCOPE OF WORK




(2).





ABBREVIATIONS








WP = WEATHERPROOF





SUPERVISORY

TB




CO

Argo Electric



Tel: (630) 833-9925

Fax: (630) 833-9348

SHEET NUMBER

DATE:



EQUIPMENT SUPPLIER


REVISIONS


APPROVAL STAMP


SHEET TITLE:

PROJECT ADDRESS:

BY


Tel: 630-920-0100 Fax: 630-920-0470


by Honeywell


A.P.# 100683504

SHERIDAN ELEMENTARY

533 W. 27TH STREET

CHICAGO, IL. 60616

FIRE ALARM SYSTEM

CE

11/28/16

3816 C

CITY OF CHICAGO

A 11/28/16CE

ISSUEDFOR APPROVAL

B 12/21/16CE



WEST 27TH STREET

SO

UT

H W

AL

LA

CE

S

TR

EE

T

SO

UT

H N

OR

MA

L A

VE

NU

E

WEST 28TH STREET

N SITE PLAN

SCALE: NONE

MAIN

ENTRANCE

FACP

CH

ICA

GO

PU

BLIC

SC

HO

OLS


AS-BUILT DRAWING

JANUARY 2017

1/8" = 1'-0"

FA-04

DEVICE LAYOUT

2ND FLOOR


of 47

L1M017

Z9

WG

S

L1M024

Z9

WG

S

L1M020

Z9

WG

S

AV7-3

15cdAV

AV8-1

75cd

AV

AV8-5

75cd

AV

CO

19

SSZ17

NMM

47kΩ

EOL

AV8-4

75cd

V

AV7-1

75cd

V

AV7-2

75cd

V

AV7-4

75cd

V

AV7-6

75cd

V

AV8-3

75cd

V

AV8-2

75cd

V

AV7-7

75cd

V

AV7-5

75cd

V

VALVE

SUPERVISORY &

CO DETECTION

RISER FEED

SLC RETURN

RETURN SLC BACK TO FACP

WITH 4' HORIZONTAL AND

1' VERTICAL MINIMUM

SEPARATION FROM

SLC FEED

J

J

4.7kΩ

AV7

EOL

4.7kΩ

AV8

EOL

1A,2C,1F

1A,2C,1F

2C

2C

1C

1A,2C,1F

1A,1C

1A,1C

2C

1A

1C

J

1A,1F

CO

D

ET

EC

TIO

N

L1M022

Z9

WG

S

L1M023

Z9

WG

S

1A,1C

1A,1C

FIR

E E

SC

AP

E

DN

DN

UP

DN

CORRIDOR

300

CORRIDOR

300

CLASS ROOM

307

CLASS ROOM

306

CLASS ROOM

308

CLASSROM

309

CLASSROOM

310

CL

OA

K R

OO

M

CLASS ROOM

304

CLASS ROOM

301


CL

OA

K R

OO

M

CLASS ROOM

305

CL

OA

K R

OO

M

STORAGE

CLOAK ROOM

PLATFORM

302

ASSEMBLY

HALL

303

N 3RD FLOOR LAYOUT

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

NORTH

STAIR

EAST

STAIR

SOUTH

STAIR

STORAGE

AV

15cdAV

J

J

J

L1D05

D

J

J

J

SLC FEED UP

J



SYM


BY OTHERS

BY OTHERS

VARIES

BY OTHERS




STROBE, WALL MOUNT



REMOTE TEST SWITCH

JUNCTION BOX







XL8

DNR

FCM-1

FRM-1

FMM-1

P2R

NFS-320

GW-25777-4

FSP-851

SR

RTS151KEY


CITY TIE BOX

FCP

FAA

SD

CO

DD

RTS

S

FCM

FRM

FMM

V

AV

WF

VSS

EOL

J

FA

42

" T

O 4

8" A

FF

S

66

" M

AX


TH

AN

5

' F

RO

M E

XIT

LO

CA

TE

N

O M

OR

E

RTS

CE

IL

IN

G M

OU

NT

D

EV

IC

ES

96

" M

AX

FMM

SD DD

SSCP

FIRE WARDEN

NFW-50

96

" A

FF

FINISHED CEILING

V

80

" A

FF

FAA &

SAA

FINISHED FLOOR

AV






IN NON-ALARM STATE.


















SOUND LEVEL.








































OF THE BASE BID.


FPLR

THHN

FPLR

AWG

16

14

14

16

14

14

2

2

2

2

2

2

5220UL 0.174Ø

5220FL 0.178Ø

A

C

F

M

N

Q

R

S

THHN14 1 N/A 0.111Ø

THHN12 3 N/A 0.130Ø
















EIA-485, DATA




UNSHIELDED

UNSHIELDED

UNSHIELDED

UNSHIELDED

UNSHIELDED

UNSHIELDED

SHIELDED

N/A 0.111Ø

THHN N/A 0.111Ø

THHN N/A 0.111Ø

THHN N/A 0.111Ø

BELDEN PART #

& OD IN INCHES

USE DESCRIPTION

SHIELDED/

UNSHIELDED

TYPE

NUMBER OF

CONDUCTORS

DESIGNATION

LETTER


CIRCUIT

NUMBER

LOCATION


TOTAL DEVICES

PER CIRCUIT

TOTAL AMPS

PER CIRCUIT

CIRCUIT LENGTH

IN FEET

VOLTAGE AT

LAST DEVICE


66 107 158 79 176

AV1 BASEMENT NE 1 1 3 1 1 7 0.902 290 18.79


AV3 1ST FLOOR NE 0 1 3 1 1 6 0.836 200 19.37

AV4 1ST FLOOR SOUTH 0 0 4 0 1 5 0.808 300 18.91


MINIMUM

VOLTAGE:

17.00

6 3.252 2.748 START VOLTAGE: 20.40




DETECTION ZONE LIST


DEVICE

ANNUNCIATION



DETECTION




SPRINKLER


Z3 BASEMENT

SPRINKLER PUMP

ROOM


FIRE PUMP RUN


Z4 BASEMENT

SPRINKLER PUMP

ROOM


MAIN RISER




DETECTION




SPRINKLER




DETECTION




SPRINKLER




DETECTION


Z10 3RD FLOOR

NORTH CORRIDOR

EAST END


DETECTOR DETECTION




DETECTOR DETECTION




SPRINKLER


SD DD S



DEVICE

ANNUNCIATION



SPRINKLER VALVE




FIRE PUMP AC FAIL








SPRINKLER VALVE




SPRINKLER VALVE




SPRINKLER VALVE




SPRINKLER VALVE




SPRINKLER VALVE




SPRINKLER VALVE




SPRINKLER VALVE




SPRINKLER VALVE




SPRINKLER VALVE




SPRINKLER VALVE




DETECTION




DETECTION




DETECTION




DETECTION



WF

VSS FPF FPPR


FIRE

TB


CITY

TB

FPR

SET ALL HORNS TO

CONTINUOUS PATTERN


CIRCUIT

NUMBER

LOCATION


TOTAL DEVICES

PER CIRCUIT

TOTAL AMPS

PER CIRCUIT

CIRCUIT LENGTH

IN FEET

VOLTAGE AT

LAST DEVICE


66 107 158 79 176

AV5 BASEMENT 0 2 4 1 1 8 1.101 180 19.18

AV6 1ST FLOOR 0 0 5 0 1 6 0.966 300 18.62

AV7 2ND FLOOR 0 0 6 0 1 7 1.124 200 19.02

AV8 3RD FLOOR 0 0 3 0 2 5 0.826 320 18.78


MINIMUM

VOLTAGE:

17.00

8 4.017 3.983 START VOLTAGE: 20.40



NMMFRM

ALL

MODULES

FACP

NOTIFIER

NFS-320

WG

NBG-12LX W/

STI-3150


VALUE

1. BROWN

COLOR CODE

2. RED

3. BROWN

120 OHM

2.2K OHM

4.7K OHM

47K OHM

3.9K OHM

GOLD OR

SILVER

1

2

3

1. RED

2. RED

3. RED

1. ORANGE

2. WHITE

3. RED

1. YELLOW

2. VIOLET

3. RED

1. YELLOW

2. VIOLET

3. ORANGE

(TOLERANCE)

10K OHM

1. BROWN

2. BLACK

3. ORANGE

20K OHM

1. RED

2. BLACK

3. ORANGE

OCCUPANCY TYPE:

CONSTRUCTION TYPE:

SCOPE OF WORK:

TYPE I-B

SCOPE OF WORK




(2).





ABBREVIATIONS








WP = WEATHERPROOF





SUPERVISORY

TB




CO

Argo Electric



Tel: (630) 833-9925

Fax: (630) 833-9348

SHEET NUMBER

DATE:



EQUIPMENT SUPPLIER


REVISIONS


APPROVAL STAMP


SHEET TITLE:

PROJECT ADDRESS:

BY


Tel: 630-920-0100 Fax: 630-920-0470


by Honeywell


A.P.# 100683504

SHERIDAN ELEMENTARY

533 W. 27TH STREET

CHICAGO, IL. 60616

FIRE ALARM SYSTEM

CE

11/28/16

3816 C

CITY OF CHICAGO

A 11/28/16CE

ISSUEDFOR APPROVAL

B 12/21/16CE



WEST 27TH STREET

SO

UT

H W

AL

LA

CE

S

TR

EE

T

SO

UT

H N

OR

MA

L A

VE

NU

E

WEST 28TH STREET

N SITE PLAN

SCALE: NONE

MAIN

ENTRANCE

FACP

CH

ICA

GO

PU

BLIC

SC

HO

OLS


AS-BUILT DRAWING

JANUARY 2017

1/8" = 1'-0"

FA-05

DEVICE LAYOUT

3RD FLOOR


of 47

SECONDARY

STANDBY LOAD

REQUIRED

STANDBY TIME

X

X

( MINUTES)

HOURS

SUBTOTAL AMP HOURS (ADD)

DERATING (MULTIPLY) 1.2

AMP HOURS REQUIRED

AMP HOURS SUPPLIED

SECONDARY

ALARM LOAD

REQUIRED

ALARM TIME

0.591 A

24

14.20

4.145 A

.084

5

0.35

14.54

17.45

18

( + )

( - )

FCPS-24S6

UNSUPERVISED

24VDC VIBRATING, 6" BELL

CITY TIE TROUBLE

FCPS-24S6

24VDC VIBRATING, 6" BELL

SYSTEM TROUBLE

BELL

CITY TIE

(-)(+)

1234567891011121314151617181920

FA

T

RB

L B

EL

L

RE

MO

TE

5

FA

T

RB

L B

EL

L

RE

MO

TE

3

FA

T

RB

L B

EL

L

RE

MO

TE

1

CT

T

RB

L B

EL

L

RE

MO

TE

5

CT

T

RB

L B

EL

L

RE

MO

TE

3

CT

T

RB

L B

EL

L

RE

MO

TE

1

FA

T

RB

L B

EL

L

T

O +

2

4V

DC

OF

B

EL

L

FA

T

RB

L B

EL

L

+ 2

4V

DC

IN

T

BL

O

NL

Y

FA

T

RB

L B

EL

L

+

2

4 E

XC

EP

T

FO

R IN

T

BL

(N

C)

FA

T

RB

L B

EL

L

- 2

4V

DC

IN

&

TO

B

EL

L

CT

T

RB

L B

EL

L

T

O +

2

4V

DC

O

F B

EL

L

CT

TR

BL

B

EL

L

+

2

4V

DC

W

HE

N

DIS

CO

N. O

NL

Y

CT

T

RB

L B

EL

L

+

2

4 IN

N

OR

MA

L

NO

T D

IS

CO

N.

CT

T

RB

L B

EL

L

- 2

4V

DC

IN

&

TO

B

EL

L

- 2

4V

DC

+ 2

4V

DC

CIT

Y T

IE

+

OU

T

CIT

Y T

IE

+

IN

CIT

Y T

IE

( - )

SP

AR

E

BELL

SYSTEM TROUBLE

CT

T-1

B

LA

CK

CT

T-2

W

HIT

E

CT

T-3

O

RA

NG

E

SW

1-B

-C

Y

EL

LO

W

CIT

Y T

IE

F

RO

M F

CP

SW

1-B

-N

C B

LU

E

SW

1-C

-C

R

ED

SW

1-A

-N

O B

LA

CK

CT

T-4

G

RA

Y

CIT

Y T

IE

( - ) T

O C

IT

Y B

OX

CITY TIE ( + ) FROM FCP

CIT

Y T

IE

( +

) T

O C

IT

Y B

OX

( +

) 2

4V

DC

F

RO

M F

CP

FA

T-1

B

LA

CK

( - ) 2

4V

DC

F

RO

M F

CP

FA

T-2

B

RO

WN

FA

T-3

G

RE

EN

FA

T-4

P

UR

PL

E

NO CONNECTION

UNLESS MODULE

USED AND

CITY TIE SWITCH

RECONFIGURED

NEW

CITY

MUNICIPAL

TIE BOX

(-)(+)

(-)(+)

CITY TIE CONNECTION

SPARE

SPARE

SPARE

TX RX REF

PRINTER

TB12

REFRXTX

PC/CRT

NEU

GND

HOT

TB1

NONCC

ALARM TROUBLE

TB4

SU

PV

.S

EC

UR

IT

Y

NONCC

NO

NC

C

NO

NC

C

TB5

SW6SW5 SW7

RESETSILENCEACK

J7

J6J5

TB9

TB8

TB7

TB6

NAC #4

NAC #3

NAC #2

NAC #1

B+

B-

A+

A-

B+

A+

B-

A-

B+

A+

B-

A-

B+

A+

B-

A-

DISABLE/ENABLE

JP2

JP1

NUP PORT

J1

ENABLE

DISABLE

GND FAULT

TB3

+

BATT.

-

J8

ZONE CODER

USB A

J2

USB B

J3

24V

+ - -+

NO

N-R

ES

ET

RE

SE

T

24V

EIA-485

-+-+

REC XMIT

TERM.

EIA-485

ACS

TB11

-+

A+B+ A-B-

SLC 1

TB13

CONTROLS

FIRE

PRE-ALARM SECURITY SUPERVISORY

ALARM

SYSTEM

TROUBLE SILENCED

SIGNALS

DISABLED

POINT

TEST

LAMP

RESET

SYSTEM DRILL

HOLD 2 SECONDS

SIGNAL

SILENCESCROLL DISPLAY

ACKNOWLEDGE

1

Q W

2

E

3

R

4

T

5

Y

6

U

7

I

8

O

9

P

0

SPACEN MBVCXZ

A S D F G H J K L

!

,

@

=

%:

\ . I ?

LOWER

CASE

SELECTION

NEXT

SELECTION

PREVIOUS

ENTRY

LAST

NUMBER

INCREMENT

RECALL

BATTERY

MODULE

LEVELS

OUTPUT

DETECTOR

Enter

Esc

*

#

&

/

+

-

(

)

ACTIVE

POWER

DISCHARGE

PRE-

DISCHARGE

ABORT

ACTIVE

TB10

GRND

NEU

HOT

ENABLE

DISABLE

LED1LED2

TROUBLE

LED3

SW3

SW2

POWER

LED4

TXACS

TB3

TB2

RXACS

SW1

ELR

SW5

SW6

ALARM & TROUBLE

SW5.4 COMBINES

SILENCE FUNCTION

SW5.3 PANEL SIGNAL

SIGNALS

OUTPUTS

DISABLE ALL

IS

OL

AT

ED

4

3

2

1

BOX OUTPUT

MUNICIPAL

SWITCH FOR

ISOLATOR

NO

N-IS

OL

AT

ED

SW4

TB1

1 2 3 5 64

REMOTE

STATION

ALARM

REMOTE

STATION

TRBL

REMOTE

STATION

SUFV

MUNICIPAL

BOX

+ 24 VDC

COMMON (-)

NON-RESETTABLE,

POWER-LIMITED

CHASSIS

GROUND

ACS DATA

TRANSMIT

ACS DATA

RECEIVE

ADDRESS

ACS

SWITCHES

NOT

USED

+24VDC REF

+ -+ -

ACS+ ACS- REF

NAC CIRCUITS

2.2k

1

2

W EOLR

OUT TO AV1

TM-4

NFS-320 FACP LOCATED @ BASEMENT

IN FAN ROOM 006

OUT TO AV2

(-) (+)

BAT-12180

12V, 18AH BATTERY

(-) (+)

BAT-12180

12V, 18AH BATTERY

TB2

+24V

AU

XC

OM

+5V

AU

XC

OM

SLC1 SUPPLY TO

THE FIRST DEVICE

(NAC PANEL FMM-1)

SLC1 RETURN TO

FACP CLASS 'A'

120VAC INPUT

POWER 50/60 Hz

3.0 AMPS MAX.

+

-

-

+

ANNUNCIATOR BACK BOX

TB

2

SW

1

SW

2

SW

3

SW

4

KE

YS

WIT

CH

RE

LA

Y

EX

P

LA

MP

PO

WE

R

J2

J9

J1

0

J1

ON

L

IN

E

LD

M-3

2

TB

1

J5

J6

J7

J8

J4

7

1

234 6 5 4 3 2 1

- E

IA

-4

85

IN

- E

IA

-4

85

O

UT

+ E

IA

-4

85

O

UT

+ E

IA

-4

85

IN

SU

PE

RV

IS

IO

N

IN

PU

TS

(N

C)

- C

OM

MO

N IN

- C

OM

MO

N O

UT

(+

24

V

DC

) P

OW

ER

IN

(+

24

V

DC

) P

OW

ER

O

UT

EA

RT

H G

RO

UN

D

LAMP COMMON

TO ANNUNCIATOR

DOOR

LAMP TEST

24

VD

C

DA

T-

DA

T+

24

VD

C-

24

VD

C+

NCC NO

12

0

OU

TP

UT

S

J1

1+

5V

DC

MAIN ENTRANCE

B-SIZE CABINET

BELL

CITY TIE

(-)(+)

BELL

SYSTEM TROUBLE

(-)(+)

FIRE CITY

OUT TO AV3

OUT TO AV4

(NON-POWER LIMITED)

AC POWER WIRING ONLY

MINIMUM WIRE SIZE # 14 AWG W/600V INSULATION

AC INPUT 120VAC 50/60 Hz, 2.0 AMP MAX.

OU

T T

O A

V6

OU

T T

O A

V7

OU

T T

O A

V8

T6

T7

T8

T9

T10

T11

T5

T4

T3

T2

T1

SLC IN FROM FIRE ALARM

CONTROL PANEL OR

PREVIOUS DEVICE

SLC OUT TO NEXT DEVICE

OR RETURN TO FIRE ALARM

CONTROL PANEL

(SEE FLOOR PLANS)

FCM-1

BAT-1270

12V, 7AH BATTERY

BAT-1270

12V, 7AH BATTERY

(+)

(-)

(+)

(-)

OUTPUT CIRCUIT WIRING

(POWER LIMITED)

NO

RM

ALLY

O

PE

N 3

CO

MM

ON

1

NO

RM

ALLY

C

LO

SE

D 2

NA

C #1 O

UT

+

1

NA

C #1 O

UT

- 2

NA

C #2 O

UT

- 4

NA

C #2 O

UT

+

3

NA

C #3 O

UT

- 6

NA

C #3 O

UT

+

5

NA

C #4 O

UT

- 8

NA

C #4 O

UT

+

7

AC

H

OT

EA

RT

H

AC

N

EU

TR

AL

CABINET SIZE (15"H x 14.5"W x 2.875"D)

FCPS-24S8

CONTROL INPUT #2 +

CONTROL INPUT #2 -

24 VDC OUT +

24 VDC OUT -

OUT -

SW1

CONTROL INPUT #1 +

OUT/TROUBLE +

CONTROL INPUT #1 -

SYNC INPUT -

SYNC INPUT +

ON

GR

OU

ND

F

AU

LT

(Y

ELLO

W)

NA

C T

RO

UB

LE

(Y

ELLO

W)

AC

P

OW

ER

(G

RE

EN

)

15A 30V

BATTERY

SLOW BLOW

BA

TT

ER

Y T

RO

UB

LE

(Y

ELLO

W)

CH

AR

GE

R T

RO

UB

LE

/A

C LO

SS

(Y

ELLO

W)

IF CIRCUIT IS UNUSED INSTALL A 4.7K EOLR

OU

T T

O A

V5

47K EOL

MASTER WITH SYSTEM SENSOR

OUT TO AV4

12 VDC 7 A.H. BATTERY

BAT-1270

- + - +

12 VDC 7 A.H. BATTERY

BAT-1270

BellSUPERVISORY Trouble

CONFIGURE NAC OUTPUTS

AS CONSTANT 24VDC

SECONDARY

STANDBY LOAD

REQUIRED

STANDBY TIME

X

X

( MINUTES)

HOURS



AMP HOURS REQUIRED

AMP HOURS SUPPLIED

SECONDARY

ALARM LOAD

REQUIRED

ALARM TIME

0.065 A

24

1.56

4.063 A

.084

5

0.34

1.90

2.28

7

SECONDARY

STANDBY LOAD

REQUIRED

STANDBY TIME

X

X

( MINUTES)

HOURS



AMP HOURS REQUIRED

AMP HOURS SUPPLIED

SECONDARY

ALARM LOAD

REQUIRED

ALARM TIME

0.125 A

24

3.00

0.600 A

.084

5

0.05

3.06

3.67

7

N-ANN-80 REMOTE FIRE ALARM ANNUNCIATOR

FA ANNUNCIATOR XL8, 16-ZONE

FRONT VIEW

BASEMENTDETECTION

1ST FLOORDETECTION

2ND FLOORDETECTION

MAINSPRINKLER

BASEMENTSPRINKLER

BASEMENTFIRE PUMP

RUN

1ST FLOORSPRINKLER

2ND FLOORSPRINKLER

3RD FLOORDETECTION

3RD FLOORSPRINKLER

RTU-1 DUCTDETECTOR

RTU-2 DUCTDETECTOR

NFW-50 SSCP LOCATED

@ BASEMENT

IN FAN ROOM 006



BELL

CITY TIE

(-)(+)

BELL

SYSTEM TROUBLE

(-)(+)

FIRE CITY

LOCATED IN

MAIN

ENTRANCE

LOCATED IN

PRINCIPAL'S

OFFICE

LOCATED IN

MAIN

ENTRANCE

LOCATED IN

PRINCIPAL'S

OFFICE

BILL OF MATERIALS REVISION B

Count PART# DESCRIPTION MANUFACTURER

1 B210LP LOW-PROFILE BASE NOTIFIER

2 BAT-12180 12V 18AH BATTERY NOTIFIER

4 BAT-1270 12V 7AH BATTERY NOTIFIER

2 CITY CITY TIE CHICAGO BELL CONTROLLER GEMCOM

7 CO1224T 120VAC SINGLE STATION CO DET SYSTEM SENSOR

2 DNR DUCT SMOKE DETECTOR NOTIFIER

2 DST5 SAMPLING TUBE NOTIFIER

1 FCM-1 CONTROL MODULE NOTIFIER

1 FCPS-24S8 SYNCHRONIZED NAC PANEL/REMOTE POWER SUPPLY NOTIFIER

2 FIRE FIRE CHICAGO BELL CONTROLLER GEMCOM

6 FMM-1 MONITOR MODULE NOTIFIER

2 FRM-1 RELAY MODULE NOTIFIER

1 FSP-851 ADDRESSABLE SMOKE DETECTOR NOTIFIER

2 FSP-851R DUCT DETECTOR PHOTO SMOKE HEAD NOTIFIER

1 GEM CBC-DC-KIT-2 CITY FIRE ALARM BOX TIE AND DISCONNECT PANEL GEMCOM

1 GW-25777-4 CITY TIE BOX GAMEWELL

1 LDM-32 LAMP DRIVER MODULE NOTIFIER

1 N-ANN-80 SUPERVISORY SWITCH ANNUNCIATOR FIRE WARDEN

15 NBG-12LX ADRESSABLE MANUAL PULL STATION NOTIFIER

1 NFS-320 FIRE ALARM CONTROL PANEL NOTIFIER

1 NFW-50 SUPERVISORY SWITCH CONTROL PANEL FIRE WARDEN

20 NMM-100 MONITOR MODULE FIRE WARDEN

12 P2R WALL MOUNT HORN STROBE SYSTEM SENSOR

2 RTS151KEY REMOTE TEST SWITCH WITH KEY NOTIFIER

37 SR WALL MOUNT STROBE SYSTEM SENSOR

9 SSM24-6TROUBLE BELL, 24V, 6"

SYSTEM SENSOR

15 STI-3150WEATHERPROOF POLYCARBONATE PULL STATION COVER, SURFACE MOUNT

NOTIFIER

3 SUPER SUPERVISORY CHICAGO BELL CONTROLLER GEMCOM

1 TM-4 TRANSMITTER MODULE NOTIFIER

1 XL8-BL-LASR-FI24D-1NOTX01-SVF16-WINDOW, CHICAGO FIRE ALARM ANNUNCIATOR

SPACE AGE

Argo Electric



Tel: (630) 833-9925

Fax: (630) 833-9348

SHEET NUMBER

DATE:



EQUIPMENT SUPPLIER


REVISIONS


APPROVAL STAMP


SHEET TITLE:

PROJECT ADDRESS:

BY


Tel: 630-920-0100 Fax: 630-920-0470


by Honeywell


A.P.# 100683504

SHERIDAN ELEMENTARY

533 W. 27TH STREET

CHICAGO, IL. 60616

FIRE ALARM SYSTEM

CE

11/28/16

3816 C

CITY OF CHICAGO

A 11/28/16CE

ISSUEDFOR APPROVAL

B 12/21/16CE



WEST 27TH STREET

SO

UT

H W

AL

LA

CE

S

TR

EE

T

SO

UT

H N

OR

MA

L A

VE

NU

E

WEST 28TH STREET

N SITE PLAN

SCALE: NONE

MAIN

ENTRANCE

FACP

CH

ICA

GO

PU

BLIC

SC

HO

OLS


AS-BUILT DRAWING

JANUARY 2017

NONE

FA-06

FACP, SSCP & FCPS-24S8

WIRING DIAGRAMS


of 47

SD

J

FAN ROOM 006

BASEMENT

1ST FLOOR

FAA FA

RISER DIAGRAM

BASEMENT

CITY

TB

FIRE

TB

5Q FROM

CITY

120 VAC INPUT FROM

DEDICATED SOURCE

FCPCBC NACSSCP

120 VAC INPUT FROM

DEDICATED SOURCE

SUPERVISORY

TB

NMM

CO

EOL

NMM

CO

EOL

NMM

CO

EOL

SSFMM

EOL

FPR

FMM

EOL

WF

FMM

EOL

WF

S

2ND FLOOR

3RD FLOOR

NMM

EOL

VSS

SAA

NMMEOL VSS

NMMEOL FPPR

NMMEOL FPF

NMMEOL VSS

NMMEOL VSS

NMMEOL VSS

NMMEOL VSS

NMMEOL VSS

NMMEOL VSS

2.2K

AV2

EOL

AV2

V

AV2

V

AV2

V

AV2

AV

AV2

V

2.2K

AV1

EOL

AV1

AV

AV1

V

AV1

V

AV1

V

AV1

AV

AV1

V

AV1

V

FCM

S

J

FMM

CO

EOL

S FMM

EOL

WF

2.2K

AV4

EOL

AV4

V

AV4

V

AV4

V

AV4

V

AV4

AV

2.2K

AV3

EOL

AV3

AV

AV3

V

AV3

V

AV3

V

AV3

AV

AV3

V

NMMEOL VSS

LOCATED IN

MAIN ENTRANCE

S

CITY

TB

FIRE

TB

FIRECITY

LOCATED IN

PRINCIPAL'S

OFFICE

NMMEOL VSS

J

J

S

J

S FMM

EOL

WF

S

4.7K

AV6

EOL

AV6

V

AV6

V

AV6

V

AV6

V

AV6

V

4.7K

AV5

EOL

AV5

AV

AV5

V

AV5

V

AV5

V

AV5

V

AV5

V

AV5

V

AV5

V

AV6

AV

NMMEOL VSS

J

4.7K

AV8

EOL

AV8

V

AV8

V

AV8

AV

AV8

V

4.7K

AV7

EOL

AV7

AV

AV7

V

AV7

V

AV7

V

AV7

V

AV7

V

AV7

V

AV8

AVS

RTS

DD

FRM

OUT TO HVAC

SHUTDOWN

FMM

CO

EOL

RTS

DD

FRM

OUT TO HVAC

SHUTDOWN

SS FMM

EOL

WF

SUPERVISORY VALVE

SUPER

NMM

CO

EOL

CO DETECTION CO DETECTIONJJ

J

SUPERVISORY VALVE

SUPERVISORY VALVE

SUPERVISORY VALVE

CO DETECTION

CO DETECTION

CO DETECTION

FMMCOEOL

CO DETECTION

SUPERVISORY VALVE

CITY

TB

FIRE

TB

FIRECITY

SUPERVISORY

TB

SUPER

SUPERVISORY

TB

SUPER

SUPERVISORY VALVE

S

S S

J

+ RTS

+ RA

- RA/RTS

- /COMM -

+ OUT (CONV ONLY)

+ IN/COMM +

- TEST COIL

+ TEST COIL

654

1 32

RTS151KEY

DNR DUCT DETECTOR W/FSP-851R/RTS151KEY TERMINALS

5.5k

T6

T7

T8

T9

T10

T11

T5

T4

T3

T2

T1


CONTROL PANEL OR

PREVIOUS DEVICE

SLC OUT TO NEXT DEVICE OR

RETURN TO FIRE ALARM CONTROL

PANEL (SEE FLOORPLANS)

FMM-1


FMM-1

SLC CIRCUIT FROM FIRE

ALARM CONTROL PANEL

OR PREVIOUS DEVICE

SLC CIRCUIT TO NEXT

DEVICE (IF NECESSARY)

47

K E

OL

MO

NIT

OR

ED

D

EV

IC

E

T6

T7

T8

T9

T10

T11

T5

T4

T3

T2

T1


CONTROL PANEL OR

PREVIOUS DEVICE

SLC OUT TO NEXT DEVICE

OR RETURN TO FIRE

ALARM CONTROL PANEL

(SEE FLOORPLANS)

FRM-1


FRM-1

47

K E

OL

MO

NIT

OR

ED

D

EV

IC

E

SMOKE

B210LP

FSP-851

BASE

SLC FROM FIRE ALARM

CONTROL PANEL OR

PREVIOUS DEVICE

SLC TO NEXT DEVICE (IF

NECESSARY)

HO

RN

S

TR

OB

E

IN OUT

NAC CIRCUIT FROM

FIRE ALARM

CONTROL PANEL

OR PREVIOUS

DEVICE

NAC CIRCUIT TO

NEXT DEVICE (IF

NECESSARY)

ST

RO

BE

(-)

(+)

(-)

(+)

INOUT

NAC CIRCUIT FROM

FIRE ALARM

CONTROL PANEL

OR PREVIOUS

DEVICE

NAC CIRCUIT TO

NEXT DEVICE (IF

NECESSARY)

NBG-12LXPULL STATION

SLC FROM FIRE

ALARM CONTROL

PANEL OR

PREVIOUS DEVICE

SLC TO NEXT

DEVICE (IF

NECESSARY)

TYPICAL DEVICE WIRING DIAGRAMS

Argo Electric



Tel: (630) 833-9925

Fax: (630) 833-9348

SHEET NUMBER

DATE:



EQUIPMENT SUPPLIER


REVISIONS


APPROVAL STAMP


SHEET TITLE:

PROJECT ADDRESS:

BY


Tel: 630-920-0100 Fax: 630-920-0470


by Honeywell


A.P.# 100683504

SHERIDAN ELEMENTARY

533 W. 27TH STREET

CHICAGO, IL. 60616

FIRE ALARM SYSTEM

CE

11/28/16

3816 C

CITY OF CHICAGO

A 11/28/16CE

ISSUEDFOR APPROVAL

B 12/21/16CE



WEST 27TH STREET

SO

UT

H W

AL

LA

CE

S

TR

EE

T

SO

UT

H N

OR

MA

L A

VE

NU

E

WEST 28TH STREET

N SITE PLAN

SCALE: NONE

MAIN

ENTRANCE

FACP

CH

ICA

GO

PU

BLIC

SC

HO

OLS


AS-BUILT DRAWING

JANUARY 2017

NONE

FA-07

RISER & TYP. DEVICE

WIRING DIAGRAMS


of 47

KITCHEN

AIRHANDLER

FANROOM

STORAGE

DINING/CAFEBOILERROOM

BOYSRESTROOM

STORAGE

SUPPLYROOM

005

KITCHENSTORAGE

MAKEUPTANK

FANROOM

SWITCHGEAR

CLASSROOM007

COMPUTERROOM

008ROOM

009

CLOSET

MEETINGROOM

RESOURCEROOM

TEACHER'SLOUNGE

RESTROOM

STORAGECLOSET

FIREPUMP

KITCHENSTORAGE

STORAGE

RESTROOM

STORAGE

CLOSETCLOSET

CLOSET

UP

STAIR 2

STAIR 1

STAIR 3

EXISTINGCORRIDOR

00

EXISTINGCORRIDOR

00

ELEVELEVATORCORRIDOR

00B

KITCHEN

AIRHANDLER

FANROOM

STORAGE

DINING/CAFEBOILERROOM

BOYSRESTROOM

STORAGE

SUPPLYROOM

005

KITCHENSTORAGE

MAKEUPTANK

FANROOM

SWITCHGEAR

CLASSROOM007

COMPUTERROOM

008ROOM

009

CLOSET

MEETINGROOM

RESOURCEROOM

TEACHER'SLOUNGE

RESTROOM

STORAGECLOSET

FIREPUMP

KITCHENSTORAGE

STORAGE

RESTROOM

STORAGE

CLOSETCLOSET

CLOSET

UP

STAIR 2

STAIR 1

STAIR 3

EXISTINGCORRIDOR

00

EXISTINGCORRIDOR

00

ARCHITECTURAL RENOVATION SCOPE OF WORKGENERAL NOTE: NOT ALL NOTES USED ON THIS SHEET

DIVISION 03 - CONCRETE3.01 -INFILL EXISTING OPENING WITH NEW CONCRETE -DOWEL INTO

EXISTING FOUNDATION WALLS AT 24" O.C. WITH #4 BARS3.02 - PROVIDE 24" DEEP CONTINUOUS MAT FOOTING UNDER ENTIRE

ANNEX FOOTPRINTDIVISION 04 - MASONRY

4.01 - INFILL EXISTING EXTERIOR MASONRY WALL AT ORIGINAL WINDOWLOCATION

4.02 - PROVIDE NEW FACE BRICK AT DEMOLISHED 1 STORY BUILDINGLOCATION. - KEY INTO EXISTING BUILDING AND PROVIDEMASONRY TIES

DIVISION 05 - METALS5.01 - PROVIDE ROOF ACCESS LADDER - SEE ROOF DETAIL 05/A61DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES6.01 - PROVIDE NEW BASE CABINETS AND SOLID SURFACE

COUNTERTOP WITH SS SINKDIVISION 07 - THERMAL AND MOISTURE PROTECTION7.01 - PROVIDE FIREPROOFING AROUND ALL NEW PENETRATIONS7.02 - CAULK AROUND ALL NEW PLUMBING FIXTURES AND TOILET

ACCESSORIES7.03 - PROVIDE WATERPROOFING MEMBRANE TO NEW CONCRETE

FOUNDATION WALL7.04 - PROVIDE SS EXPANSION JOINT AT FLOOR - SEE DETAIL ON 03/A467.05 - PROVIDE SS EXPANSION JOINT ALONG WALL - SEE DETAIL ON

06/A46

7.06 - PROVIDE SS EXPANSION JOINT AT CEILING - SEE DETAIL ON04/A46

DIVISION 08 - OPENINGS8.01 - PROVIDE ACCESS PANEL IN GYPSUM BOARD ASSEMBLY -PROVIDE

FIRE RATED PANEL WHEN PENETRATING FIRE RATEDWALL/CEILING

DIVISION 09 - FINISHES9.01 - PROVIDE NEW 12X12 VCT AND NEW 3/4" C-PLUGGED VENEER

TONGUE AND GROOVE PLYWOOD, FINISH SIDE UP AT A 45DEGREE ANGLE - FASTEN TO EXISTING SUBFLOOR ON 12" O.C.GRID. GENERAL CONTRACTOR TO VERIFY CONDITION OF EXISTINGEXPOSED SUBFLOOR, AND NOTIFY ARCHITECT OF ANYINCONSISTENCIES PRIOR TO INSTALL.

9.02 - PROVIDE NEW WOOD BASE WITH SHOE TO MATCH EXISTINGPROFILE -PAINT TO MATCH ROOM BASE

9.03 - PROVIDE NEW METAL LATH AND PLASTER AT NEW WALL - PRIMEAND PAINT -ALIGN WITH EXISTING

9.04 - PATCH, PREPARE, PRIME AND PAINT EXISTING WALL FROMCORNER TO CORNER

9.05 - PATCH, PREPARE, PRIME AND PAINT EXISTING CEILING ANDEXISTING CONDUITS

9.06 - SAND AND REMOVE EXISTING FINISH ON WOOD FLOORS, PROVIDENEW STAIN AND INFILL WOOD FROM PREVIOUS REMOVAL.PROVIDE POLYURETHANE SEALER

9.07 - PROVIDE NEW WOOD TRIM TO MATCH EXISTING PROFILE -STAINTO MATCH

9.08 - SKIMCOAT, PATCH, PREPARE, PRIME AND PAINT EXISTINGPLASTER WALL FROM PREVIOUS WALL REMOVAL - ALIGN WITH

EXISTING WALL9.09 - PREPARE, PRIME, AND PAINT NEW WALL9.10 - SKIMCOAT, PATCH, PREPARE, PRIME AND PAINT EXISTING

PLASTER CEILING FROM PREVIOUS DEMOLITION SCOPE9.11 - PREPARE, PRIME, AND STAIN EXISTING WOOD TRIM TO MATCH

EXISTING.9.12 - PROVIDE NEW GYP. BD. SOFFIT - SEE CEILING DETAIL9.13 - STRIP EXISTING DOOR FRAME DOWN TO CLEAN WOOD. PATCH

LOCATIONS OF DAMAGE/REMOVED HARDWARE TO MATCHEXISTING TRIM PROFILE AND PROVIDE SMOOTH, STAIN-GRADESURFACE. STAIN AND REFINISH TO MATCH EXISTING STAIN.

9.14 - PATCH, SAND & REFINISH SECTION OF EXISTING WOOD BASE &WINDOW TRIM AT ELECTRICAL REMOVAL.

9.15 - PROVIDE NEW 12" VCT AND NEW 3/4" PLYWOOD - PROVIDEADDITIONAL BLOCKING TO ALIGN NEW FLOORING WITH EXISTING

9.16 - PROVIDE NEW VT FLOORING ON EXISTING CONCRETE FLOOR-TROWEL SELF LEVELING MATERIAL ALONG ENTIRE SLABRECEIVING FLOORING

9.17 - PROVIDE NEW 4" VINYL BASE9.18 - PREPARE, PRIME, AND PAINT EXISTING EXPOSED CONDUITS9.19 - PROVIDE NEW WOOD FLOOR - STAGGER INTO EXISTING WOOD

FLOOR - MATCH SIZE, COLOR, GRADE, AND SPECIES9.20 - PRIME AND PAINT STRUCTURE, EXPOSED DUCTS, EXPOSED

CONDUIT, AND EXPOSED PIPES - 100%9.21 - PATCH EXISTING VCT FLOORING TO MATCH EXISTING. PROVIDE

PLYWOOD UNDERLAYMENT AND BLOCKING TO ALIGN WITHEXISTING ADJACENT FLOORING

9.22 - PROVIDE NEW 1/4" WOOD CASING AROUND EXISTING WOOD DOOR

FRAME. VERIFY IN FIELD SIZE - PREPARE, PRIME AND PAINTENTIRE DOOR FRAME, AND TRANSOM ASSEMBLY

9.23 - PROVIDE NEW 1x WOOD TRIM AROUND PLASTER DOOR OPENING-PRIME AND PAINT

9.24 - PREPARE, PRIME, AND PAINT, EXISTING DOOR FRAME , DOOR, ANDTRANSOM.

9.25 - PROVIDE NEW VINYL STAIR TRIM AROUND EXISTING VCTFLOORING. PROVIDE VCT AT PREVIOUSLY REMOVED FLOORING.SEE DETAIL ON A72

DIVISION 10 - SPECIALTIES10.01 - PROVIDE NEW MARKER BOARD AND FRAME WITH ACCESSORY

TRAY - SEE FFE SHEETS FOR SIZE AND LOCATIONS10.02 - PROVIDE NEW TACK BOARD AND FRAME - SEE FFE SHEETS FOR

SIZE AND LOCATIONS10.03 - PROVIDE NEW CORNER GUARD WITH RECEIVER -SEE

SPECIFICATION SECTION 10265DIVISION 11 - EQUIPMENT11.01 - PROVIDE NEW PROJECTION SCREEN -SEE INTERIOR ELEVATIONS

ON A50DIVISION 12 - FURNISHINGS12.01 - PROVIDE NEW WINDOW SHADES AT NEW WINDOW - IN STEM

CLASSROOM PROVIDE BLACK OUT SHADES WITH SIDECHANNELS

12.02 - PROVIDE VOLLEYBALL INSERTS - SEE DETAIL ON 05/A5212.03 - PROVIDE NEW BASKETBALL BACKBOARD ASSEMBLY SECURED

TO ROOF STRUCTURE. PROVIDE GLASS AT MAIN COURT ANDFIBERGLASS AT CROSS COURTS.

12.04 - PROVIDE NEW INSTRUCTOR DEMONSTRATION TABLE WITH 1"

EPOXY COUNTER, 16"x12"x8" DEEP SINK, AND AN UPRIGHT ROD ANDCROSS BAR APPARATUS HANGER ASSEMBLY

12.05 - PROVIDE NEW MOTORIZED WINDOW SHADES - SEE ELECTRICALDRAWINGS FOR ADDITIONAL INFORMATION

DIVISION 22- PLUMBING22.01 - SEE PLUMBING DRAWINGSDIVISION 23 - MECHANICAL23.01 - SEE MECHANICAL DRAWINGSDIVISION 24 - ELECTRICAL24.01 - SEE ELECTRICAL DRAWINGS24.02 - PROVIDE AREA OF RESCUE TALKAPHONE COMMAND UNIT A OR

SERIES SYSTEM WITH ETP-100MB HANDS-FREE EMERGENCYPHONES LOCATED IN EXISTING CLASSROOMS. PROVIDE PHONELINE AND COMMAND UNIT SECURED TO WALL.

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY28.01 - PROVIDE AI PHONE SYSTEM WITH 4 EXTERIOR DOOR CONTACTS

AND TWO MASTER STATIONS -MOUNT UNITS @ MAX OF 44" A.F.F.TO OPERABLE PART.

##

TERRA ENGINEERING, LTD.Chicago, IllinoisCivil Engineer/Landscape Architect

LARSON ENGINEERING LTD.Naperville, IllinoisStructural Engineer/MEP Engineersand LEED consultant

SHINER & ASSOCIATES, INC.Chicago, ILAcoustical Consultants

HATCH LEGEND

NO ARCHITECTURALSCOPE OF WORK

#-###

SIGN TAG

FLOOR/LEVEL (E = EXTERIOR)

SIGN NUMBER

SIGNAGE LEGEND

SIGNAGE GENERAL NOTES:SEE FLOOR PLANS FOR LOCATIONS:1. FOR SIGNAGE SCHEDULE, SEE SHEET A832. FOR EXTERIOR SIGNAGE LOCATIONS, SEE SHEET A803. FOR SIGNAGE LOCATIONS IN EXISTING BUILDING, SEE SHEETS A00 - A034. FOR SIGNAGE TYPES/ DETAILS SEE SHEET A825. SEE SIGNAGE SCHEDULE FOR QUANTITIES OF SIGNS AT EACH TAGGEDLOCATION. MULTIPLE SIGNS MAY BE LOCATED AT A SINGLE TAG.

#-E##

SIGN TAG

FLOOR/LEVEL

SIGN NUMBER (E## = EXISTING BLDG)

PBC PROJECT NUMBER: #05075

1

ISSUANCE

CH

ICA

GO

PU

BLI

C S

CH

OO

LS

CIT

Y O

F C

HIC

AG

O, M

AY

OR

RA

HM

EM

AN

UE

L

DESCRIPTIONMARK DATE

THESE DRAWINGS HAVE BEEN PREPARED AT AND /OR UNDER MY SUPERVISION AND TO THE BEST OFMY KNOWLEDGE AND BELIEF CONFORM ANDCOMPLY WITH THE REQUIREMENTS OF THECHICAGO DEPARTMENT OF BUILDING.

REGISTERED ARCHITECT

1

2

711 South Dearborn Street, Suite 606Chicago, Illinois 60605-1827

P: 312-427-4702 n F: 312-427-6611

SHEET

TITLE:

SCALE: AS NOTED

3

4

5

6

7

8

WARNING:ASBESTOS-CONTAINING BUILDING MATERIALS ARE OR MAY BEPRESENT IN THIS BUILDING. AN ASBESTOS MANAGEMENT PLANIS AVAILABLE IN THE SCHOOL FOR REVIEW UPON REQUEST. NOPERSON MAY DISTURB ASBESTOS CONTAINING MATERIALSUNLESS THAT PERSON IS A LICENSED ASBESTOS WORKER ORCONDUCTS SUCH WORK IN ACCORDANCE WITHSPECIFICATION(S) CONTAINED IN THE PROJECT DOCUMENTSAND IN COMPLIANCE WITH ILLINOIS DEPARTMENT OF HEALTHRULES AND REGULATIONS.

1/32" = 1'-0"

0'-0" 16'-0" 32'-0" 64'-0"32'-0"

1/16" = 1'-0"

0'-0" 8'-0" 16'-0" 32'-0"16'-0"

1/8" = 1'-0"

0'-0" 4'-0" 8'-0" 16'-0"8'-0"

1/4" = 1'-0"

0'-0" 2'-0" 4'-0" 8'-0"4'-0"

1/2" = 1'-0"

0'-0" 1'-0" 2'-0" 4'-0"2'-0"

1" = 1'-0"

0'-0" 0'-6" 1'-0" 2'-0"1'-0"

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

0'-6" 1'-0" 2'-0"0'-0"

3" = 1'-0"

0'-3" 0'-6" 1'-0"0'-0" 0'-9"

6" = 1'-0"

0'-1-1/2" 0'-3" 0'-6"0'-0" 0'-4-1/2"

AGUSTIN GOMEZ-LEAL

001.014496EXPIRATION DATE: NOVEMBER 30, 2018

ILLINOIS

WGA PROJECT NO.: 17001

533

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7TH

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6061

6

A00

GROUND FLOORCONSTRUCTIONPLAN

PLOT DATE.: 8/29/2017

06-22-17

08-11-17

08-30-17

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N 01 GROUND FLOOR CONSTRUCTION PLANSCALE: 1/8" = 1'-0"

9.04 ALIGN

3.01

PLAN

A5601

RCP

A5605

0-E01

0-E02

0-E03

28.01

9.03

7.03

0-E04F1

F1A3201

AT GRADEA3502

0-E05

NEW ANNEXEXISTING BUILDING

NEW ANNEX OUTLINE

4.02 4.02

008

24.02

9.25

9.04

9.04

A7212

N 02 EXPANSION JOINT PLANSCALE: 1/16" = 1'-0"FOR REFERENCE ONLY

LINE OF EXPANSION JOINT1


of 47

A E GB C D F

4

5

3

1

2

3.5

ROOF B

ROOF D

ROOF A

HPHP

HP

N-RD N-RD

N-RD

HP

N-VS

N-VSROOFA

ROOF A

N-RC

N-RC

N-VS

LP LP

LP

N-RD N-RD

N-ORD N-ORD

N-ORD

ROOF C

11'-1" 16'-5" 23'-3" 24'-0" 24'-0" 12'-0"

2'-0

"15

'-10"

6'-4

"15

'-0 1

/2"

22'-1

1"2'

-9"

6'-6

"

9'-9 1/2"

6'-5" 7'-4" 8'-11 1/2"

23'-10"

16'-9

"

9'-0

"6'

-8"

2'-1

"

9'-4 1/2"

6'-6

"3'

-6 1

/2"

20'-1"

13'-8

"

10'-0

"

±4'-10"4"

15'-0

"

10'-8

1/2

"

6'-9"

2'-9

"

2'-0"

ROOFB

ROOF D

ROOFA

ROOFA

ROOFA

ROOF C

1/4"

PE

R F

T





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SCALE: AS NOTED

3

4

5

6

7

8


1/32" = 1'-0"

0'-0" 16'-0" 32'-0" 64'-0"32'-0"

1/16" = 1'-0"

0'-0" 8'-0" 16'-0" 32'-0"16'-0"

1/8" = 1'-0"

0'-0" 4'-0" 8'-0" 16'-0"8'-0"

1/4" = 1'-0"

0'-0" 2'-0" 4'-0" 8'-0"4'-0"

1/2" = 1'-0"

0'-0" 1'-0" 2'-0" 4'-0"2'-0"

1" = 1'-0"

0'-0" 0'-6" 1'-0" 2'-0"1'-0"

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

0'-6" 1'-0" 2'-0"0'-0"

3" = 1'-0"

0'-3" 0'-6" 1'-0"0'-0" 0'-9"

6" = 1'-0"

0'-1-1/2" 0'-3" 0'-6"0'-0" 0'-4-1/2"

AGUSTIN GOMEZ-LEAL


ILLINOIS


533

W. 2

7TH

ST

CH

ICA

GO

, IL

6061

6

A04

ROOFCONSTRUCTIONPLAN

PLOT DATE.: 8/29/2017

06-22-17

08-11-17

08-30-17

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N 01 ROOF CONSTRUCTION PLANSCALE: 1/8" = 1'-0"

ROOF SYMBOLS LEGEND

1/2" SLOPE TAPEREDINSULATION SADDLES

ROOF SCOPE OF WORK

DIVISION 05 - METALSR5.01- NEW STEEL ACCESS LADDER MOUNTED ON NEW EXTERIOR

WALL -SEE DETAIL 01/A61

DIVISION 7 - THERMAL AND MOISTURE PROTECTIONR7.01- NEW MODIFIED BITUMEN ROOFING SYSTEM. FOR COMPLETE

SYSTEM -SEE DETAIL 01/A60R7.02- NEW ROOF HATCH 30"x54" WITH INTEGRAL ROOF CURB WITH OSHA

COMPLIANT PROTECTIVE YELLOW RAILING ENCLOSURE AND GATE SECURED TO CURB. SECURED TO METALDECK. - SEE 01/A61

R7.03- NEW 1/2" PER FOOT TAPERED POLYISOCYANURATE INSULATIONSADDLE -PROVIDE SLOPE TO ROOF DRAINS

R7.04- NEW OVERFLOW SCUPPER - SEE DETAIL ON 02/A60R7.05- NEW STAINLESS STEEL EXPANSION JOINT -SEE DETAILS ON A46R7.06- NEW ROOF WALKWAY PADS 36" WIDER7.07- NEW REGLET CUT COUNTERFLASHING AT NEW MASONRY

PARAPETS - SEE DETAIL ON 04/A60R7.08 - PROVIDE SCUPPER IN PARAPET - SEE DETAILSR7.09- PROVIDE NEW 6" CONTINUOUS PREFINISHED METAL GUTTER

AND DOWNSPOUT 08/ A60R7.10- PROVIDE NEW RUBBER SPLASH BLOCK BELOW DOWNSPOUTR7.11 - PROVIDE SINGLE & PLY MODIFIED BITUMEN ROOF OVER EXISTING

SHEET METAL ROOF. PROVIDE NON PRE FINISHED METAL TRIMEDGE

R7.12 - NEW REGLET CUT COUNTERFLASHING AT EXISTING MASONRY WALL - SEE DETAIL ON 00/00

R7.13- EXTEND NEW DOWNSPOUT FROM EXISTING DOWNSPOUT TO NEWCAST IRON BOOT. SIZE AND COLOR TO MATCH EXISTING. - SEECIVIL DWGS.

R7.14- PROVIDE NEW SINGLE PLY MODIFIED BITUMEN ROOF OVER EXISTING METAL ROOF @ VESTIBULE.-PROVIDE NEW PREFINISHED EDGE TRIM AT PERIMETER.

DIVISION 09 - FINISHESR9.01- PREPARE, PRIME AND PAINT NEW LADDER AND LANDING WITH

RUST INHIBITIVE PAINTR9.02- PRIME AND PAINT EXISTING CORNICE @ ROOF OF EXISTING

VESTIBULE

DIVISION 22 - PLUMBINGR22.01- NEW ROOF VENT STACK WITH LEAD FLASHING - SEE PLUMBING

PLANS AND ROOF DETAILS ON 06/A60R22.02- NEW ROOF DRAIN, STRAINER, COLLAR, AND ALL PERTAINING

ACCESSORIES - SEE PLUMBING PLANS, AND ROOF DETAILS ON 05/A60

R22.03- PROVIDE OVERFLOW ROOF DRAIN WITH STRAINER, COLLAR, ANDALL PENETRATING ACCESSORIES - SEE PLUMBING PLANS ANDROOF DETAIL 00/00

DIVISION 23 - MECHANICALR23.01- NEW MECHANICAL EXHAUST FAN ON PREFABRICATED CURBS

MOUNTED TO METAL DECK - SEE MECHANICAL DRAWINGSR23.02- NEW AIR HANDLING UNIT TO BE INSTALLED ON PREFABRICATED

CURBS MOUNTED TO METAL DECK -SEE MECHANICAL DRAWINGS,AND ROOF DETAIL - SEE 07/A60

R23.03 - NOT USED

R23.04 - NOT USEDR23.05 - NEW SOUND ATTENUATION MECHANICAL PANELS AROUND AIR

HANDLING UNITS - SECURE TO STRUCTURE BELOW -SEE STRUCTURAL DRAWINGS AND DETAIL ON 04/A61

R23.06 - NEW 8" ROOF CAP - SEE MECHANICAL DRAWINGS

NEW ROOF HATCH

NEW MECHANICAL EXHAUST FAN(SIZE VARIES)(SEE MECHANICAL DRAWINGS)

NEW ROOF DRAIN AND SUMP PAN

ROOF SLOPE

VENT STACK(SEE PLUMBING DRAWINGS)N-VS

N-RD

36" WIDE WALKWAY

HIGH POINTHP

R23.05

R9.01

## ROOF AND FINISH NOTES:1. ALL ROOF COVERINGS SHALL BE CLASS A, EFFECTIVE AGAINST SEVERE FIRE EXPOSURE PER CBC

7(15-8-340)2. PROVIDE ADDITIONAL ROOFING TRAFFIC BEARING SURFACE WALK, MIN. 30" WIDE AT PERIMETER OF

BUILDING ALONG PARAPET (ALL LEVELS)3. INTERIOR WALL AND CEILING FINISHES SHALL BE CLASS 1 WITH A FLAME SPREAD RATING 0-25, AND SMOKE

DEVELOPED OF 200 PER CBC 8(15-8-380 TO 430)4. ALL FLOOR COVERINGS SHALL BE CLASS A INTERIOR FINISH WITH CRITICAL RADIANT FLUX OF 0.45 WATTS

PER SQ. CM. OR HIGHER, PER CBC 7(15-8-400)5. ALL H.M. DOORS + FRAMES TO BE PAINTED PT-6 UNO IN DOOR SCHEDULE & INTERIOR ELEVATION COLORS.6. REFER TO A603/A604 FOR GENERAL FINISH NOTES7. MASONRY CONTROL AND EXPANSION JOINT SEALANTS EXPOSED TO VIEW SHALL BE CUSTOM COLOR BY

SEALANT MFG. TO MATCH ADJACENT MASONRY COLOR/FINISH COLOR. WHERE COLORED STRIPES OCCURCOLOR OF MORTAR/SEALANT AT VERTICAL JOINTS SHALL CHANGE AT COLOR BREAKS TO ALIGN W/MASONRY.

8. BRICK MORTAR JOINTS EXPOSED TO VIEW SHALL BE CUSTOM COLOR BY SEALANT MFG. TO MATCHADJACENT MASONRY COLOR/FINISH COLOR. WHERE COLORED STRIPES OCCUR COLOR OFMORTAR/SEALANT AT VERTICAL JOINTS SHALL CHANGE AT COLOR BREAKS TO ALIGN W/ MASONRY.

R7.05

R7.03

R7.03

R22.02 R22.02

R22.02 R22.02

R22.02

R7.01

R7.01

R7.03

R7.06

R7.02

R7.04 R7.07 R7.04

N-RD N-RD

R7.06

R23.02

R7.07

R7.03

R23.01R7.07

R7.05R5.01

R7.01

R7.07

R7.09

A3302

A3301

A3201

A3101

A3001

A3303

A3501

A3403

R7.10

R22.01

R22.01

R22.01 R23.05

R23.02

R23.06

A4601

A4605

A4605

A6102

A6101

A2104

NEW ANNEXEXISTING BUILDING

A6106

0 HR RATED ROOF1 HR RATED ROOF


1/4"

PE

R F

T

SLO

PE

1/4"

PE

R F

T

SLO

PE

R7.08

R7.13

1/4"

PE

R F

T

SLO

PE

CLEARANCE REQUIREDAROUND UNIT

CLEARANCE REQUIREDAROUND UNIT -FINALACOUSTICAL BARRIERPANEL SYSTEM SIZEBASED ON FINAL

6'-0

"TY

PE

6'-0

"TY

PE

SLO

PE

1/4"

PE

R F

T

SLO

PE

1/4"

PE

R F

T

SLO

PE

R23.06

PROVIDE (2) 3'-0"ACOUSTICAL BARRIERDOORS TO ACCESS UNIT

1/4"

PE

R F

T

SLO

PE

A3503

A6108

A6108

A6108

R7.13

EXISTING DOWNSPOUT

T/MASONRY & METAL STUD AT EL: 17'-4"




3'-0

"

A6108

R22.03

R22.03

R22.03

R7.05

R7.05

R7.14

R9.02@ VESTIBULE ROOF

R7.07

R7.13

R7.10

R7.03

A6007

A6010

EJ

EJ

EJ

EJ

EJ

EJ

EJ EJ

WELD AND MITER ALLMETAL COPING ATCORNERS -PRIME ANDPAINT AT WELD -TYPICAL

A6009

A6104

N 02 EXPANSION JOINT PLANSCALE: 1/16" = 1'-0"REFERENCE ONLY

LINE OF EXPANSION JOINT

LINE OF EXPANSION JOINTAT ROOF LEVEL ONLY-SEE DETAIL

1

08/A61


of 47

T/ MASONRY @ GYMNASIUM+30''-4" (+44.09 CCD)

F GEDCA

NEW TYPICAL ROOF CONSTRUCTION CLASS A (0 FIRE RATED)R VALUE-40.2- MODIFIED BITUMINOUS ROOF SYSTEM WITH WHITE REFLECTIVE

COATING- 5/8" ROOF COVER BOARD- (2) 2 1/2" POLYISOCYANURATE INSULATION WITH STAGGERED

JOINTS (R-28.8 LTTR VALUE MIN)- 2" POLYISOCYANURATE INSULATION WITH STAGGERED JOINTS

(R-11.4 LLT VALUE MIN)- CONTINUOUS VAPOR RETARDER (LAP UP AT ALL EDGES)- 5/8" GYPSUM FIRE CODE THERMAL BARRIER (SUBSTRATE BOARD)- METAL DECK -SEE STRUCTURAL DWGS- STEEL FRAMING -SEE STRUCTURAL DWGS

NEW EXTERIOR MASONRY WALL CONSTRUCTION -TYPICAL ATTWO STORY VOLUME U.N.O - 1 HOUR RATED; UL U425 TOTAL RVALUE-18-4" NOM. FACEBRICK ANCHORED TO BACKUP W/SEALED TWO-PIECEANCHORS @16" O.C. MAX.-1 3/8" CLEAR CAVITY-2-1/2" EXTRUDED POLYSTYRENE INSULATION (R-15 CI)-CONTINUOUS SHEET APPLIED AIR-BARRIER-5/8" FIRECODE TYPE 'X' EXTERIOR FIBER-REINFORCED SHEATHINGW/SEALED AND TAPED JOINTS PER UL AND ENVELOPE LISTINGREQUIREMENTS (2 LAYERS AT 2 HOUR RATED ASSEMBLY (SEE FIRERATING REQUIREMENTS ON SHEET N04-8" COLD-FORMED FRAMING @ 16" O.C. WITH 1/2" EXTRUDEDPOLYSTYRENE INSULATION BOARD (R-3)-(2) LAYERS 5/8" GWB TYPE "X" AT INTERIOR, EXPOSED LAYER SHALLBE ABUSE-RESISTANT TYPE "X" (PTD.)

NEW TYPICAL ROOF CONSTRUCTION CLASS A (0 FIRE RATED)R VALUE-40.2- MODIFIED BITUMINOUS ROOF SYSTEM WITH WHITE REFLECTIVE

COATING- 5/8" ROOF COVER BOARD- (2) 2 1/2" POLYISOCYANURATE INSULATION WITH STAGGERED JOINTS

(R-28.8 LTTR VALUE MIN)- 2" POLYISOCYANURATE INSULATION WITH STAGGERED JOINTS (R-11.4

LLT VALUE MIN)- CONTINUOUS VAPOR RETARDER (LAP UP AT ALL EDGES)- 5/8" GYPSUM FIRE CODE THERMAL BARRIER (SUBSTRATE BOARD)- METAL DECK -SEE STRUCTURAL DWGS- STEEL FRAMING -SEE STRUCTURAL DWGS

T/STUD WALL @ ELEVATOR HOISTWAY+58'-0" (+71.76 CCD)

GYMNASIUMCORRIDORBOYS TOILET T/ SLAB @ ANNEX FIRST FLOOR

0'-0" (+13.76 CCD)

B/MAT FOOTING- 3'-9" (+10.00 CCD)

NEW FLOOR CONSTRUCTION ASSEMBLY -TYPICALSEE STRUCTURAL DRAWINGS-5" CONCRETE SLAB ON GEOFOAM- VAPOR RETARDER-24" GEOFOAM FILL-16" DEEP MAT FOOTING-6" SAND-20" GEOFOAM

1 HOUR RATED ROOF CONSTRUCTION CLASS A (1 FIRE RATEDUL P735) R VALUE-40.2- MODIFIED BITUMINOUS ROOF SYSTEM WITH WHITE REFLECTIVE



(R-11.4 LLT VALUE MIN)- CONTINUOUS VAPOR RETARDER (LAP UP AT ALL EDGES)- 5/8" GYPSUM FIRE CODE THERMAL BARRIER WITH STAGGERED

JOINTS (SUBSTRATE BOARD)- METAL DECK -SEE STRUCTURAL DWGS- STEEL FRAMING SYSTEM -SEE STRUCTURAL DWGS- SPRAY APPLIED FIRE RESISTIVE MATERIAL @ DECK, BEAMS, AND

ROOF JOISTS

2'-0

"TY

P.

0 HR RATED ROOF1 HOUR RATED ROOF

NEW LAY IN ACOUSTICAL CEILING SYSTEM

NEW GYPSUM BOARD CEILING SYSTEM

T/ MASONRY @ 4 HR PARAPET+20'-0"(+33.76 CCD)

PRE-FINISHED METAL COPING

PREFINISHED METAL GUTTER ANDDOWN SPOUT DOWN TO LOWERROOF -PROVIDE SPLASH BLOCKBELOW DOWNSPOUT-SEE ROOF PLAINS

STEEL COLUMN BEYOND -TYPICAL-SEE STRUCTURAL DETAILS

4 HOUR RATEDCMU WALL UL U901

NEW EXTERIOR MASONRY WALL CONSTRUCTION -TYPICAL ATEAST GYMNASIUM/ELECTRICAL CLOSET/OFFICE WALL - 2 HOURRATED; UL U425 (SEE LIFE SAFETY PLAN FOR EXACT LOCATIONON N04 - TOTAL R VALUE-18-4" NOM. FACEBRICK ANCHORED TO BACKUP W/SEALED TWO-PIECEANCHORS @16" O.C. MAX.-1 " CLEAR CAVITY-2-1/2" EXTRUDED POLYSTYRENE INSULATION (R-15 CI)-CONTINUOUS SHEET APPLIED AIR-BARRIER-(2) 5/8" FIRECODE TYPE 'X' EXTERIOR FIBER-REINFORCEDSHEATHING W/SEALED AND TAPED JOINTS PER UL AND ENVELOPELISTING REQUIREMENTS (SEE FIRE RATING REQUIREMENTS ONSHEET N04-8" COLD-FORMED FRAMING @ 16" O.C. WITH 1/2" EXTRUDEDPOLYSTYRENE INSULATION BOARD (R-3)-(2) LAYERS 5/8" GWB TYPE "X" AT INTERIOR, EXPOSED LAYER SHALLBE ABUSE-RESISTANT TYPE "X" (PTD.) (SEE WALL TYPES FOR HEIGHTOF HIGH ABUSE RESISTANT GYPSUM BOARD)

NEW EXPANSION JOINT -SEEROOF PLANS AND DETAILS ONA46

PROVIDE 8" STUD KICKERS TOBRACE SOFFIT, ATTACHED TOJOIST PANEL POINT (SPACINGTO MATCH JOIST SPACING)

ACOUSTICAL PANELS -SEE INTERIORGYMNASIUM ELEVATIONS ON A52 FORADDITIONAL LOCATIONS AND DETAILS

10'-0

"A

.F.F

. TY

PIC

AL

3" THICK x 2' TALL INSULATED COREMETAL PANEL SYSTEM WITH FLATPROFILE - MIN R VALUE OF 20

3'-1

1"

10'-1

1/2

"

GYPSUM BOARD SOFFIT BELOW RTU- SEE RCP ON A11- PROVIDE ACOUSTICAL SEALANT AROUNDEACH WEB OF TRUSS

T/STUD WALL @ ELEVATOR+51'-4 1/2" (+66.23 CCD)

18'-0

"

T/ ACOUSTIC PANEL BARRIER @ GYMNASIUM ROOF+37''-10" (+51.59 CCD)

B/ ACOUSTIC PANEL BARRIER @ GYMNASIUM ROOF+29''-2" (+42.92 CCD)

PREFINISHED METAL FLASHINGOVER REBUILT MASONRY WALL-SEE DETAIL O3 ON A61 FORADDITIONAL INFORMATION

NEW PENDANT LIGHTS- SEE ELECTRICAL DWGS


ACOUSTICAL PANEL BARRIER ATTACHED TO STEEL FRAMING- SEE STRUCTURAL DWGS

3'-4

"





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SCALE: AS NOTED

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1/32" = 1'-0"

0'-0" 16'-0" 32'-0" 64'-0"32'-0"

1/16" = 1'-0"

0'-0" 8'-0" 16'-0" 32'-0"16'-0"

1/8" = 1'-0"

0'-0" 4'-0" 8'-0" 16'-0"8'-0"

1/4" = 1'-0"

0'-0" 2'-0" 4'-0" 8'-0"4'-0"

1/2" = 1'-0"

0'-0" 1'-0" 2'-0" 4'-0"2'-0"

1" = 1'-0"

0'-0" 0'-6" 1'-0" 2'-0"1'-0"

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

0'-6" 1'-0" 2'-0"0'-0"

3" = 1'-0"

0'-3" 0'-6" 1'-0"0'-0" 0'-9"

6" = 1'-0"

0'-1-1/2" 0'-3" 0'-6"0'-0" 0'-4-1/2"

AGUSTIN GOMEZ-LEAL


ILLINOIS


533

W. 2

7TH

ST

CH

ICA

GO

, IL

6061

6

A30

BUILDING SECTION -LONGITUDINAL

PLOT DATE.: 8/29/2017

06-22-17

08-11-17

08-30-17

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01 LONGITUDINAL SECTIONSCALE: 1/4" = 1'-0"

1


of 47

3

T/ MASONRY @ GYMNASIUM+30''-4" (+44.09 CCD)

T/ MASONRY @ 1 STORY+17'-4" (+31.09 CCD)

4.9 4 1

NEW EXTERIOR MASONRY WALL CONSTRUCTION -TYPICAL1 HOUR RATED; UL U425-4" NOM. FACEBRICK ANCHORED TO BACKUP W/SEALED TWO-PIECEANCHORS @16" O.C. MAX.-1 3/8" CLEAR CAVITY-2-1/2" EXTRUDED POLYSTYRENE (R-15)-CONTINUOUS SHEET APPLIED AIR AND VAPOR -BARRIER-5/8" FIRECODE TYPE 'X' EXTERIOR FIBER-REINFORCED SHEATHINGW/SEALED AND TAPED JOINTS PER UL AND ENVELOPE LISTINGREQUIREMENTS-6" COLD-FORMED FRAMING @ 16" O.C. (8" AROUND GYMNASIUM)WITH 1/2" EXTRUDED POLYSTYRENE BOARD (R-3)-(2) LAYERS 5/8" GWB TYPE "X" AT INTERIOR, EXPOSED LAYER SHALLBE ABUSE-RESISTANT TYPE "X" (PTD.)


NEW ALUMINUM WINDOWSALUMINUM FRAME WITH 1" INSULATED GLASS


T/STUD WALL @ ELEVATOR SHAFT +58'-0" (+71.76 CCD)

GYMNASIUM GYM STORAGE CLASSROOM STORAGE T/ SLAB @ ANNEX FIRST FLOOR 0'-0" ( +13.76 CCD)

NEW EXTERIOR MASONRY WALL CONSTRUCTION -TYPICAL ATTWO STORY VOLUME U.N.O. - 1 HOUR RATED; UL U425-4" NOM. FACEBRICK ANCHORED TO BACKUP W/SEALED TWO-PIECEANCHORS @16" O.C. MAX.-1 3/8" CLEAR CAVITY-2-1/2" EXTRUDED POLYSTYRENE INSULATION (R-15)-CONTINUOUS SHEET APPLIED AIR AND VAPOR BARRIER-5/8" FIRECODE TYPE 'X' EXTERIOR FIBER-REINFORCED SHEATHINGW/SEALED AND TAPED JOINTS PER UL AND ENVELOPE LISTINGREQUIREMENTS (2 LAYERS AT 2 HOUR RATED ASSEMBLY (SEE FIRERATING REQUIREMENTS ON SHEET N04-8" COLD-FORMED FRAMING @ 16" O.C. WITH 1/2" EXTRUDEDPOLYSTYRENE INSULATION (R-3)-(2) LAYERS 5/8" GWB TYPE "X" AT INTERIOR, EXPOSED LAYER SHALLBE ABUSE-RESISTANT TYPE "X" (PTD.)

2'-0

"TY

P.

PRE-FINISHED METAL COPING

ROOF DRAIN LINE-SEE PLUMBING

MASONRYPIER BEYOND

MASONRY PIER BEYOND

3" THICK x 2' TALL INSULATED CORE METALPANEL SYSTEM WITH FLAT PROFILE - MIN RVALUE OF 20

ACOUSTICAL PANELS -SEE INTERIORGYMNASIUM ELEVATIONS ON A52 FORADDITIONAL LOCATIONS AND DETAILS

EXISTING BUILDING BEYOND

4'-0

"3'

-5"

-SEE MECHANICAL-PRIME AND PAINT ALLEXPOSED DUCTS -TYPICAL

NEW TYPICAL ROOF CONSTRUCTION CLASS A (0 HR FIRE RATED)R VALUE-40.2- MODIFIED BITUMINOUS ROOF SYSTEM WITH WHITE REFLECTIVE



(R-11.4 LLT VALUE MIN)- CONTINUOUS VAPOR RETARDER (LAP UP AT ALL EDGES- 5/8" GYPSUM FIRE CODE THERMAL BARRIER (SUBSTRATE BOARD)- METAL DECK -SEE STRUCTURAL DWGS- STEEL FRAMING -SEE STRUCTURAL DWGS

10'

9'

8'

10'

9'

8'

3.15


ROOFTOP UNIT 2

ACOUSTICAL PANEL BARRIER ATTACHED TO STEEL FRAMING- SEE STRUCTURAL DWGS

B/MAT FOOTING -3'-9" (+10.00 CCD)

T/ACOUSTIC PANEL BARRIER @ GYMNASIUM ROOF+37'-10" (+51.59 CCD)

GYPSUM BOARD SOFFIT BELOW RTU- SEE RCP ON A11- PROVIDE ACOUSTICAL SEALANT AROUNDEACH WEB OF TRUSS





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SCALE: AS NOTED

3

4

5

6

7

8


1/32" = 1'-0"

0'-0" 16'-0" 32'-0" 64'-0"32'-0"

1/16" = 1'-0"

0'-0" 8'-0" 16'-0" 32'-0"16'-0"

1/8" = 1'-0"

0'-0" 4'-0" 8'-0" 16'-0"8'-0"

1/4" = 1'-0"

0'-0" 2'-0" 4'-0" 8'-0"4'-0"

1/2" = 1'-0"

0'-0" 1'-0" 2'-0" 4'-0"2'-0"

1" = 1'-0"

0'-0" 0'-6" 1'-0" 2'-0"1'-0"

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

0'-6" 1'-0" 2'-0"0'-0"

3" = 1'-0"

0'-3" 0'-6" 1'-0"0'-0" 0'-9"

6" = 1'-0"

0'-1-1/2" 0'-3" 0'-6"0'-0" 0'-4-1/2"

AGUSTIN GOMEZ-LEAL


ILLINOIS


533

W. 2

7TH

ST

CH

ICA

GO

, IL

6061

6

A31

BUILDING SECTION -TRANSVERSE

PLOT DATE.: 8/29/2017

06-22-17

08-11-17

08-30-17

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PERMIT SET

BID SET

ADDENDUM #1

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01 TRANSVERSE SECTIONSCALE: 1/4" = 1'-0"

A3401

A3301

A3302

A6104

1


of 47

T/FINISHED FLOOR0'-0" (+13.76 CCD)


B/ GEOFOAM FOOTING- 5'-11" (+7.84 CCD)

B/ MAT FOOTING @ ELEVATOR-9'-6" (+3.92 CCD)

ELEVATOR LOBBY ELEVATOR HOISTWAY

HOISTWAY BEAM - SEE STRUCTURAL DRAWINGS

B/ MAT FOOTING- 3'-9" (+10.01 CCD)

CORRIDOR

T/ EXISTING BASEMENT-4'-8" (+9.09 CCD)

T/ EXISTING FIRST FLOOR+ 7'-1" (+20.84 CCD)

T/ EXISTING 3RD FLOOR+37'-4" (+53.18 CCD)

T/ EXISTING 2ND FLOOR+22'-2" (+36.01 CCD)

42'-1

" TR

AV

EL

DIS

TAN

CE

12'-3

" OV

ER

HE

AD

TO

HO

ISTB

EA

M

7'-0

"

NEW SLAB ASSEMBLY -TYPICALSEE STRUCTURAL DRAWINGS-CONCRETE SLAB ON GRADE-VAPOR RETARDER-24" GEOFOAM FILL-16" DEEP MAT FOOTING-6" SAND-20" GEOFOAM

8'-0

"11

'-0"

11'-0

"11

'-0"

4'-0

" PIT

NEW 1 HOUR FLOOR ASSEMBLYUL D906-SEE STRUCTURAL DRAWINGS-6 1/4" CONCRETE SLAB

NEW LINTEL -SEESTRUCTURAL DRAWINGS




B/ GEOFOAM @ ELEVATOR-11'-6" (+2.26 CCD)

T/ MAT FOOTING @ ELEVATOR-8'-8" (+5.09 CCD)

NEW CONCRETE ELEVATOR PIT-SEE STRUCTURAL DRAWINGS-10" CONCRETE SLAB-4" SAND-18" GEOFOAM





JOINTS (SUBSTRATE BOARD)- METAL DECK -SEE STRUCTURAL DWGS- STEEL FRAMING -SEE STRUCTURAL DWGS- SPRAY APPLIED FIRE RESISTIVE MATERIAL @ DECK, BEAMS, AND

ROOF DECK

NEW EXTERIOR METAL STUD CONSTRUCTION - 1 HOUR RATED;UL U419-3" INSULATED CORE METAL PANEL SYSTEM W/FLAT PROFILE, MIN.R-20-CONTINUOUS SHEET APPLIED AIR AND VAPOR BARRIER-(1) 5/8" FIRECODE TYPE 'X' EXTERIOR FIBER-REINFORCEDSHEATHING W/SEALED AND TAPED JOINTS PER UL AND ENVELOPELISTING REQUIREMENTS-6" COLD-FORMED FRAMING @ 16" O.C.-(1) LAYERS 5/8" GWB TYPE "X" AT INTERIOR, EXPOSED LAYERSHALL BE STANDARD TYPE "X" UP TO 8'-0" (STANDARD TYPE "X" GYPBD ABOVE)



NEW ACOUSTICAL TILECEILING ASSEMBLY




11'-6

"

T/MASONRY WALL16'-0" (+29.76 CCD)

PROVIDE METAL COPING-SEE ROOF DETAILS

FLOOR EXPANSIONJOINT-TYP



CEILING EXPANSIONJOINT




WALL EXPANSION JOINTBEYOND -TYP.



B/METAL DECK+51'-4 1/2" (+66.23 CCD)

LINE OF SUMPPUMP PIT

40'-0

"20

PA

NE

LS @

2'-0

" EA

CH

HOLELESS HYDRAULIC PASSENGER ELEVATOR-DOUBLE SIDED-3000 LB CAPACITY-5 STOP

PROVIDE NEW CORNICE CAPS TOMATCH THE EXISTING PROFILE.PROVIDE WATER TIGHT SEALS. PROVIDENEW METAL BRACKET SUPPORTS ASREQUIRED TO SUPPORT NEW CAPS -TYPOF 2






ROOF DECK


3'-0

"M

IN

2"

ELEVATOR DOORFRAME

6" BOX BEAM@ DOOR HEAD

G4R WALL ASSEMBLY-SEE WALL TYPES

7'-0

" A.F

.F.

WALL EXPANSIONJOINT BYEOND -TYP.

EXISTINGEXTERIOR WALL

WOOD BLOCKING

SEESTRUCTURALDWGS

NEW L2 LINTEL-SEE STRUCTURALDWGS

5/8" PLYWOOD

STAGGER INTO EXISTINGWOOD FLOORING. NEWWOOD FLOOR T & G

REFINISH EXISTINGWOOD FLOORING-100%

SILL AND DOORTRACK PERELEVATORMANUFACTURER

ELEVATOR DOOR

ELEVATOR DOORFRAME BEYOND

CONCRETE FLOORSYSTEM UL D906-SEE STRUCTURAL

FLOOR EXPANSIONJOINT COVER -TYP

FRONT VIEW SIDE VIEW

42" M

IN. S

IDE

RA

IL H

EIG

HT

AB

OV

E F

INIS

HE

D F

LOO

R

ANCHOR PIT LADDERTO MASONRY WALLW/1/2"Ø X 2 1/4" SSTEPOXY BOLTS-TYP

TOP RUNG AS SAMEELEVATION ASFINISHED FLOOR

TOP OFFINISHEDFLOOR

ANCHOR PIT LADDERTO CONC.FOUNDATION WALL

2" x 3/8" STEEL BARS

3/4" Ø STEEL BARS -TYP.

ANCHOR PIT LADDERTO CONC. FOUNDATIONWALL W/1/2"Ø X 2 1/4"SST EPOXY BOLTS-TYPAND CONC. SLAB

1'-0

"M

AX

6"

ELEVATOR HOISTWAYCONSTRUCTION

ANCHOR PIT LADDERTO CONC.FOUNDATION WALL

2" x 3/8" STEEL BARS

PIT LADDER

ANCHOR PIT LADDERTO CONC.FOUNDATION WALLW/1/2"Ø X 2 1/4" SSTEPOXY BOLTS-TYPAND CONC. SLAB

1'-0

"M

AX

3"

1'-4" CLEAR RUNG WIDTH

3" THICK X 2'-0" HIGHINSULATED METALPANELS. PROVIDESTARTER TRACK

PROVIDE T-BARCOUNTERFLASHINGALONG BASE OFMETAL PANELS

(1) 5/8" FIRECODETYPE 'X' EXTERIORFIBER-REINFORCEDSHEATHING

(1) LAYER 5/8" GWBTYPE "X" AT INTERIOR

PROVIDE BREAKMETAL PIECE TOCOVER TRANSITIONOF WALL

STEEL COLUMNSWITHIN OF 6" STUD + CMU

WALL -SEESTRUCTURAL

±2'

-4"


15'-4" TO 15'-5"SLOPES

1 HOUR RATED ROOFASSEMBLY

WRAP ROOFMEMBRANE UPNEW WALL

PERLITE CANT

PROVIDE CONTINUOUS LOW-RISESPRAY POLYURETHANE FOAMINSULATION BETWEENCOLD-FORMED FRAMING -FILLINGALL GAPS -PAST BOTTOM OFMETAL PANEL SYSTEM

1"

PROVIDE 20 GA 2 PIECE SSCOUNTER FLASHING W/ STAINLESSSTEEL FASTERNERS @ 12" O.C.

PROVIDE CONTINUOUSFLEXIBLE VAPOR BARRIERRETARDER W/ COMPRESSIBLEINSULATION -SEAL ALL JOINTS

PROVIDE CONTINUOUS 2XTREATED WOOD BLOCKINGSECURED TO STUD WALL BELOW

PROVIDE 3 5/8" COLD FORMEDFRAMING @ 12" O.C. WITHEXTERIOR TYPE X EXTERIORSHEATHING AROUND ENTIREELEVATOR HOISTWAY

2"

ELEVATOR DOOR

NEW ELEVATORDOOR FRAME

R.O

. 7'-4

'7'

-0" A

.F.F

.

WALL TYPE M5R - SEE A41 FORADDITIONAL INFORMATION

NEW L1 LINTEL-SEE STRUCTURALDWGS

AT DOOR HEADPROVIDE 4" CMU TOACCOMODATE 7'-0"DOOR OPENING

ELEVATOR DOORFRAME BEYOND

ELEVATOR DOORBEYOND

ANNEX

5" CONCRETEFLOOR SLAB

ELEVATOR FOUNDATIONWALL

ELEVATOR RAILBEYOND

10" ALUMINUM THRESHOLDCOVER PLATE SECURED ONONE SIDE ONLY WITH 1"EXPANSION JOINT BELOW





1

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P: 312-427-4702 n F: 312-427-6611

SHEET

TITLE:

SCALE: AS NOTED

3

4

5

6

7

8


1/32" = 1'-0"

0'-0" 16'-0" 32'-0" 64'-0"32'-0"

1/16" = 1'-0"

0'-0" 8'-0" 16'-0" 32'-0"16'-0"

1/8" = 1'-0"

0'-0" 4'-0" 8'-0" 16'-0"8'-0"

1/4" = 1'-0"

0'-0" 2'-0" 4'-0" 8'-0"4'-0"

1/2" = 1'-0"

0'-0" 1'-0" 2'-0" 4'-0"2'-0"

1" = 1'-0"

0'-0" 0'-6" 1'-0" 2'-0"1'-0"

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

0'-6" 1'-0" 2'-0"0'-0"

3" = 1'-0"

0'-3" 0'-6" 1'-0"0'-0" 0'-9"

6" = 1'-0"

0'-1-1/2" 0'-3" 0'-6"0'-0" 0'-4-1/2"

AGUSTIN GOMEZ-LEAL


ILLINOIS


533

W. 2

7TH

ST

CH

ICA

GO

, IL

6061

6

A32

ELEVATOR SECTION& ELEVATOR DETAILS

PLOT DATE.: 8/29/2017

06-22-17

08-11-17

08-30-17

----

----

----

----

-

PERMIT SET

BID SET

ADDENDUM #1

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N 01 ELEVATOR SECTIONSCALE: 1/4" = 1'-0"

TYPA4601

03 ELEVATOR DOOR HEAD DETAILSCALE: 1 1/2" = 1'-0"

04 ELEVATOR DOOR SILL DETAILSCALE: 1 1/2" = 1'-0"

06 ELEVATOR PIT LADDERSCALE: 1/2" = 1'-0"

TYPA3203

TYPA3204

A3206

05 EXTERIOR HOISTWAY WALL DETAILSCALE: 1 1/2" = 1'-0"

A3205

A3206

1'-2

"M

IN


02 ELEVATOR DOOR HEAD @ CMUSCALE: 1 1/2" = 1'-0"

A3202

A3403

COL

07 ELEVATOR ANNEX DOOR SILL DETAILSCALE: 1 1/2" = 1'-0"

A3207

A6106

1


of 47

T/SLAB @ ANNEX0'-0" (+13.76 CCD)


B/ MAT FOOTING- 3'-9" (+10.01 CCD)

B/ GEOFOAM @ ELEVATOR-11'-6" (+2.26 CCD)

T/ ELEVATOR PIT-8'-8" (+5.09 CCD)

NEW EXTERIOR METAL STUD CONSTRUCTION - 1 HOUR RATED;UL U419-3" INSULATED CORE METAL PANEL SYSTEM W/FLAT PROFILE, MIN.R-20-CONTINUOUS SHEET APPLIED AIR AND VAPOR BARRIER-5/8" FIRECODE TYPE 'X' EXTERIOR FIBER-REINFORCED SHEATHINGW/SEALED AND TAPED JOINTS PER UL AND ENVELOPE LISTINGREQUIREMENTS-6" COLD-FORMED FRAMING @ 16" O.C.-5/8" GWB TYPE "X" AT INTERIOR OF CAB

2 HOUR RATED 8" CMU WALLUL U901

A3205

T/MASONRY16'-0" (+29.76 CCD)






ROOF DECK






ROOF DECK

10" ALUMINUM THRESHOLDCOVER PLATE SECURED ONONE SIDE ONLY WITH 1"EXPANSION JOINT BELOW

PROVIDE CONTINUOUS LOW-RISE SPRAY POLYURETHANEFOAM INSULATION BETWEEN COLD-FORMED FRAMING-FILLING ALL GAPS -PAST BOTTOM OF METAL PANEL SYSTEM

A3202

A3207

NEW EXPANSION JOINT - SEE ROOF PLANS

EXPOSED STEEL STRUCTURE (AESS) PAINT PER FINISHSCHEDULE

8" COLD-FORMED FRAMING;NOTE: ALL COLD-FORMED FRAMING DESIGN,CONNECTIONS, REINFORCEMENT, ATTACHMENT TOPRIMARY STRUCTURAL FRAME, ETC. SHALL BEDESIGNED BY A REGISTERED STRUCTURALENGINEER, LICENSED IN THE STATE OF ILLINOISEMPLOYED BY THE CONTRACTOR. ALLCONNECTIONS TO PRIMARY STRUCTURAL FRAMESHALL COMPLY WITH BOTH STRUCTURAL REQ'MTSAND AESTHETICS (CONCEALED CONNECTIONS)INDICATED ON THESE DOCUMENTS. STAMPED,SEALED DRAWINGS AND CALCULATIONS SHALL BEPROVIDED FOR REVIEW BY THE AOR/STRUCTURALEOR, REVIEW WILL BE FOR COMPLIANCE WITHDESIGN INTENT ONLY.

STEEL BEAM - SEE STRUCTURAL DRAWINGS

STEEL BEAM - SEE STRUCTURAL DRAWINGS

EXPOSED STEEL STRUCTURE PAINT PER FINISHSCHEDULE


T/ SLAB @ ANNEX FIRST FLOOR 0'-0" ( +13.76 CCD)

T/ MASONRY @ GYMNASIUMEL.: +30'-4" (+44.09 CCD)

PREFINISHED METAL COUNTERFLASHING -SEE DETAILON 04 / A60

2'-0

"S

TON

E±

12'-1

1"

24"x24" NOM. CAST STONE W/ 8" HIGH X 3/4" DEEPPROJECTION AT BASE, ANCHORED TO BACKUP W/STAINLESS STEEL STRAP ANCHORS T&B OF STONE (TYP)

3.1

NEW EXTERIOR MASONRY WALL CONSTRUCTION -TYPICAL 1 HOURRATED; UL U425 (TOTAL R VALUE-18)-4" NOM. FACEBRICK ANCHORED TO BACKUP W/SEALED TWO-PIECEANCHORS @16" O.C. MAX.,-1 3/8" CLEAR CAVITY-2-1/2" EXTRUDED POLYSTYRENE INSULATION (R-15 CI)-CONTINUOUS SHEET APPLIED AIR & VAPOR BARRIER-5/8" FIRECODE TYPE 'X' EXTERIOR FIBER-REINFORCED SHEATHINGW/SEALED AND TAPED JOINTS PER UL AND ENVELOPE LISTINGREQUIREMENTS-6" COLD-FORMED FRAMING WITH 1/2" EXTRUDED POLYSTYRENE BOARD(R-3)-(2) LAYERS 5/8" GWB AT INTERIOR, INTERIOR LAYER SHALL BEABUSE-RESISTANT TYPE (PTD.)

NEW TYPICAL ROOF CONSTRUCTION CLASS A (0 HR FIRE RATED)R VALUE-40.2- MODIFIED BITUMINOUS ROOF SYSTEM WITH WHITE REFLECTIVE COATING-5/8" ROOF COVER BOARD-(2) 2 1/2" POLYISOCYANURATE INSULATION WITH STAGGERED JOINTS(R-28.8 LTTR VALUE MIN)-2" POLYISOCYANURATE INSULATION WITH STAGGERED JOINTS (R-11.4 LLTVALUE MIN)- CONTINUOUS VAPOR RETARDER (LAP UP AT ALL EDGES)- 5/8" GYPSUM FIRE CODE THERMAL BARRIER (SUBSTRATE BOARD)- METAL DECK -SEE STRUCTURAL DWGS- STEEL FRAMING -SEE STRUCTURAL DWGS.

3

1'-5 1/2"NOMINAL

PROVIDE CONTINUOUS LOW-RISE SPRAY POLYURETHANEFOAM INSULATION BETWEEN COLD-FORMED FRAMING-FILLING ALL GAPS -TYP MIN 12" HEIGHT

T/ STEEL BEAM15'-2 1/2" ( +28.96 CCD)

BATT INSULATION BELOW STEEL BEAM-FOR ACOUSTICS

T/ MASONRY @ 1 STORY @ 4 HOUR+20'-0" (+33.76 CCD)


T/ SLAB @ ANNEX FIRST FLOOR 0'-0" ( +13.76 CCD)

NEW EXTERIOR MASONRY WALL CONSTRUCTION4 HOUR RATED; UL U901-4" NOM. FACEBRICK ANCHORED TO BACKUP W/SEALEDTWO-PIECE ANCHORS @16" O.C. MAX.,-2" CLEAR CAVITY-2-1/2" EXTRUDED POLYSTYRENE (R VALUE-15 CI)-CONTINUOUS SHEET APPLIED AIR AND VAPOR BARRIER-8" CMU WALL

1 HOUR RATED ROOF CONSTRUCTION CLASS A (1 FIRE RATED UL P735)R VALUE-40.2- MODIFIED BITUMINOUS ROOF SYSTEM WITH WHITE REFLECTIVE

COATING-5/8" ROOF COVER BOARD-(2) 2 1/2" POLYISOCYANURATE INSULATION WITH STAGGERED JOINTS

(R-28.8 LTTR VALUE MIN)-2" POLYISOCYANURATE INSULATION WITH STAGGERED JOINTS (R-11.4

LLT VALUE MIN)- CONTINUOUS VAPOR RETARDER (LAP UP AT ALL EDGES)- 5/8" GYPSUM FIRE CODE THERMAL BARRIER (SUBSTRATE BOARD)- METAL DECK -SEE STRUCTURAL DWGS- STEEL FRAMING -SEE STRUCTURAL DWGS.- SPRAY APPLIED FIRE RESISTIVE MATERIAL @ DECK, BEAMS, AND ROOF

JOISTS


2'-0

"B

R3

14'-0

"1'

-4"

BR

32'

-8"

PROVIDE CONT. BITUMINOUS DAMPROOFING ANDPROTECTION BOARD

CONCRETE FOUNDATION - SEE STRUCTURALDRAWINGS

CONT. VAPOR RETARDER, LAPPED + SEALED, TURN UP ANDSEAL AT PERIMETER. AND ALL COLUMNS, INSTALLW/COMPRESSIBLE FILLER AT SLAB PERIMETER (TYP.)

COMPRESSIBLE FILLER AT TERMINATION OFALL CONCRETE WALKS TO FOUNDATIONWALLS

CONCRETE WALK; SLOPE AWAY FROMBUILDING - SEE CIVIL DRAWINGS

RUN THRU-WALL FLASHING 8" UP WALL - LAP & SEALADDITIONAL AIR & VAPOR BARRIER SHEET OVERTHRU-WALL FLASHING

1'-4"NOMINAL

2

3'-0

" MIN

FRO

M T

/ OF

RO

OF





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P: 312-427-4702 n F: 312-427-6611

SHEET

TITLE:

SCALE: AS NOTED

3

4

5

6

7

8


1/32" = 1'-0"

0'-0" 16'-0" 32'-0" 64'-0"32'-0"

1/16" = 1'-0"

0'-0" 8'-0" 16'-0" 32'-0"16'-0"

1/8" = 1'-0"

0'-0" 4'-0" 8'-0" 16'-0"8'-0"

1/4" = 1'-0"

0'-0" 2'-0" 4'-0" 8'-0"4'-0"

1/2" = 1'-0"

0'-0" 1'-0" 2'-0" 4'-0"2'-0"

1" = 1'-0"

0'-0" 0'-6" 1'-0" 2'-0"1'-0"

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

0'-6" 1'-0" 2'-0"0'-0"

3" = 1'-0"

0'-3" 0'-6" 1'-0"0'-0" 0'-9"

6" = 1'-0"

0'-1-1/2" 0'-3" 0'-6"0'-0" 0'-4-1/2"

AGUSTIN GOMEZ-LEAL


ILLINOIS


533

W. 2

7TH

ST

CH

ICA

GO

, IL

6061

6

A34

WALL SECTIONS

PLOT DATE.: 8/29/2017

06-22-17

08-11-17

08-30-17

----

----

----

----

-

PERMIT SET

BID SET

ADDENDUM #1

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03 WALL SECTIONSCALE: 1/2" = 1'-0"01 WALL SECTION

SCALE: 1/2" = 1'-0" 02 WALL SECTIONSCALE: 1/2" = 1'-0"

15'-8

"

1


of 47

PROVIDE (2) LAYERS OF 5/8"WATER RESISTANT DRYWALL-PAINT

4 HOUR RATED8" CMU WALLU L U U901

1 HOUR RATED FLOORASSEMBLY UL D902-SEE STRUCTURAL DWGS

5" CONCRETE SLAB-SEE STRUCTURAL DWGS

EXISTING BUILDING

PROVIDE 8" ALUMINUMTHRESHOLD OVER NEW FLOORAND EXISTING WOOD FLOOR

EXISTING WOOD FLOOR TO REMAIN-PROTECT DURING CONSTRUCTION

NEW DOOR FRAME AND DOOR-SEE DOOR SCHEDULE ON A62

TOILET RM 107A CLASSROOM 107

OPEN

1 X 4 WOOD TRIM-PAINT TO MATCH

3 1/2" METAL STUDS @ 16" O.C.WITH RUNNER TRACK TOP ANDBOTTOM

NEW 5/8" BLUEBOARD AND 1/4"PLASTER SKIM COATED OVER-ALIGN W/ ADJACENT WALLS

1 X 4 WOOD TRIM TO MATCHPROFILE AND SIZE OF EXISTINGTRIM

T/ FINISHED FLOOR0'-0" (+13.76 CCD)

FIRST FLOOR+ 7'-1" (+20.84 CCD)

6" 6"






ROOF JOISTS

FIREPROOFING

PREFINISHED METALGUTTER

SS METAL EXPANSIONJOINT

T/ MASONRY WALL18'- 0" (+31.76 CCD)

1 HOURFIREPROOFING

9'-2

"

7'-2

"

STARTER COURSE

EXISTING HEADER TO REMAIN

ELEVATOR MACHINE RMCORRIDOR

NEW 3 1/2" STUD WALL @ 16"O.C. WITH BATTINGINSULATION AND 5/8" GYP BDSHEATHING- WRAP ROOFING MEMBRANEUP AND OVER WALL

1 1/2" HR FIRE PROOFING

EXISTING STONE SILLAND WINDOW-PROTECT DURINGCONSTRUCTION

LINE OF EXISTINGDEMOLISHED 1 STORYBLDG FOR REFERENCE

REMOVE OUTER COURSEOF DAMAGED MASONRYFROM 1 STORYDEMOLITION AND KEY INNEW CHICAGO COMMONBRICK. SIZE AND COLORTO MATCH EXISTING-TIE INTO EXISTING WALL

CONCRETE WALK-SLOPE TO DRAIN AWAYFROM BLDG-SEE CIVIL DWGS

PROVIDE CONTINUOUSWATERPROOFING MEMBRANE,AND PROTECTION BOARD PER A00

EXISTING CARPET TO REMAIN- PROTECT DURING CONSTRUCTION

PROVIDE NEW CONCRETEFOUNDATION WALL DOWEL INTOEXISTING FOUNDATION-SEE STRUCTURAL

PROVIDE WEEPS AND SS FLASHING

6" CMU WALL WITH APPLIED VAPORBARRIER

2 1/2" EXTRUDEDPOLYSTERENE INSULATION

2" AIR SPACE

6"

PROVIDE 7/8" FURRING CHANNEL WITH5/8" BLUEBOARD AND PLASTER -ALIGNW/ EXISTING PLASTER WALLS

EXISTING FOUNDATION

NEW 4" VINYL BASE

EXISTING FIRST FLOOR+ 7'-1" (+20.84 CCD)

EXISTING BASEMENT-4'-8" (+9.09 CCD)

PROVIDE CONTINUOUS UVRESISTANT WATERPROOFINGMEMBRANE ON EXPOSEDCONCRETE SURFACE (FLUIDWATER PROOF MEMBRANEACCEPTABLE AT THIS LOCATIONONLY)

EXISTING BUILDING TO REMAIN

(2) 5/8" GYPSUM BOARD OVER 6" METAL STUD @ 16"O.C. WITH 6" BATTING INSULATION R-20

PROVIDE SUSPENDED ACOUSTICAL TILE CEILINGSYSTEM

PROVIDE 1" CEILING EXPANSION JOINT-SEE DETAIL 07/A46

PROVIDE 1" WALL EXPANSION JOINT-SEE DETAIL 08/A46

NEW A LABEL FRAME AND DOOR ASSEMBLY-PRIME AND PAINT

PREPARE PRIME AND PAINT EXISTING LANDING ANDPATCHED FLOOR FROM WALL REMOVAL

PROVIDE 1" FLOOR EXPANSION JOINT-SEE DETAIL 03/A46

CONCRETE SLAB-SEE STRUCTURAL DWGS

PERLITE CANT

4 HOUR VESTIBULEEXISTING BLDG

PATCH PLASTER WALL ASREQUIRED FROM WINDOWAND TRIM REMOVAL

PROVIDE NEW 1x2 TRIM TOMATCH EXISTING PROFILEAND COLOR-PAINT

EXISTING STAIR LANDINGTO REMAIN-PROTECT DURINGCONSTRUCTION PROVIDENEW 6" WOOD BASE TOMATCH EXISTING PROFILEAND COLOR

PAINT UNDERSIDE OFSTAIR LANDING ANDSTRUCTURE TO MATCHEXISTING

WRAP FLASHING UP WALL

NEW 6" WOOD BASEMATCH EXISTING PROFILEAND COLOR

5/8" GYPSUM BOARD OVER 7/8" HAT CHANNELS ALONGNEW OPENING

EXISTING FOUNDATION WALL

7'-6

"






ROOF DECK

FIREPROOFING

T/4 HR RATED WALL+20-0" (+ 33.76 CCD)

PATCH PLASTER TOALIGN W/ NEW WALLINFILL- PAINT

PROVIDE BLOCKING @STAIR LANDING

CONCRETE SLAB ABOVE EXISTING FOUNDATIONWALL

PROVIDE SELF LEVELING MATERIAL OVER EXISTINGFLOOR SLAB/FOUNDATION WALL

STEEL HANGER ASSEMBLY FOR DOOR LINTEL- SEE STRUCTURAL DWGS

ISSUANCE

CH

ICA

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P: 312-427-4702 n F: 312-427-6611

SHEET

TITLE:

SCALE: AS NOTED

3

4

5

6

7

8


1/32" = 1'-0"

0'-0" 16'-0" 32'-0" 64'-0"32'-0"

1/16" = 1'-0"

0'-0" 8'-0" 16'-0" 32'-0"16'-0"

1/8" = 1'-0"

0'-0" 4'-0" 8'-0" 16'-0"8'-0"

1/4" = 1'-0"

0'-0" 2'-0" 4'-0" 8'-0"4'-0"

1/2" = 1'-0"

0'-0" 1'-0" 2'-0" 4'-0"2'-0"

1" = 1'-0"

0'-0" 0'-6" 1'-0" 2'-0"1'-0"

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

0'-6" 1'-0" 2'-0"0'-0"

3" = 1'-0"

0'-3" 0'-6" 1'-0"0'-0" 0'-9"

6" = 1'-0"

0'-1-1/2" 0'-3" 0'-6"0'-0" 0'-4-1/2"

AGUSTIN GOMEZ-LEAL


ILLINOIS


533

W. 2

7TH

ST

CH

ICA

GO

, IL

6061

6

A35

WALL SECTIONS ATALONG EXISTINGBUILDING

PLOT DATE.: 8/29/2017

06-22-17

08-11-17

08-30-17

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01 WALL SECTIONSCALE: 1/2" = 1'-0" 02 WALL SECTION

SCALE: 1/2" = 1'-0" 03 WALL SECTIONSCALE: 1/2" = 1'-0"

SIMA4605

1 HOUR RATED ROOF0 HOUR RATED ROOF

SIMA4601

A6107

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TITLE:

SCALE: AS NOTED

3

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8


1/32" = 1'-0"

0'-0" 16'-0" 32'-0" 64'-0"32'-0"

1/16" = 1'-0"

0'-0" 8'-0" 16'-0" 32'-0"16'-0"

1/8" = 1'-0"

0'-0" 4'-0" 8'-0" 16'-0"8'-0"

1/4" = 1'-0"

0'-0" 2'-0" 4'-0" 8'-0"4'-0"

1/2" = 1'-0"

0'-0" 1'-0" 2'-0" 4'-0"2'-0"

1" = 1'-0"

0'-0" 0'-6" 1'-0" 2'-0"1'-0"

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

0'-6" 1'-0" 2'-0"0'-0"

3" = 1'-0"

0'-3" 0'-6" 1'-0"0'-0" 0'-9"

6" = 1'-0"

0'-1-1/2" 0'-3" 0'-6"0'-0" 0'-4-1/2"

AGUSTIN GOMEZ-LEAL


ILLINOIS


533

W. 2

7TH

ST

CH

ICA

GO

, IL

6061

6

A62

DOOR SCHEDULE

PLOT DATE.: 8/29/2017

06-22-17

08-11-17

08-30-17

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DOOR/FRAMES/HARDWARE GENERAL NOTES:1. ALL REQUIRED FIRE RATED DOORS & ACCESSORIES TO COMPLY WITH CBC # 7 (15-12-090)2. COORDINATE LOCKSET AND KEYING WITH SCHOOL ENGINEER.GENERAL CONTRACTOR TO PROVIDE SIGN-OFF.3. PROVIDE FRAME ANCHORS TO ACCOMMODATE PARTITION TYPES AND REQUIREMENTS FOR FIRE RATING.4. AT GYPSUM BOARD PARTITIONS, SPOT GROUT FRAMES AT EACH JAMB ANCHOR. FULLY GROUT ALL EXTERIOR WALL

FRAMES, INSULATE JAMB FRAMING.5. AT ALL MASONRY PARTITIONS, SOLIDLY GROUT THE ENTIRE VOID IN THE HOLLOW METAL FRAME.6. PROVIDE SEALANT AT JUNCTURE OF ALL FRAMES TO PARTITIONS AND FRAMES TO FLOOR W/ RATING AS REQ'D. AT

NON-RATED ASSEMBLIES CAULK IN COLOR TO MATCH FRAME PAINT COLOR.7. AT FRAMES ANCHORED TO MASONRY PROVIDE 3/8" DIA. EXPANSION ANCHORS WITH FLAT COUNTERSUNK HEADS. DIMPLE

FRAME WITH 1/16" DEPRESSION TO RECEIVE SCREW HEAD. PROVIDE METAL BODY PUTTY FILL OVER SCREW HEAD +GRIND SMOOTH, PRIME + PAINT.

8. PAINT ALL METAL GLAZING STOPS, ROUND LITE KIT TRIM TO MATCH FINAL DOOR / FRAME FINISH.9. HEIGHT & WIDTH OF DOOR OPENING INDICATED ON SCHEDULE ARE DIMENSIONS EXCLUSIVE OF HOLLOW METAL FRAME.10. ALL B-LABEL AND C-LABEL OPENING PROTECTIVES INCLUDING LITES, DOOR LITES, AND SIDE LITES SHALL RECEIVE 5/16"

CERAMIC FIRE RATED GLAZING AND BE INSTALLED WITH FIRE GLAZING COMPOUND.11. ALL DOOR FRAMES SHALL MATCH THE FIRE DOOR RATING AND UL LABEL.12. ALL HOLLOW METAL DOORS/FRAMES SHALL BE PAINTED, SEE FINISH SCHEDULE FOR COLOR.13. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS AND QUANTITIES PRIOR TO FABRICATION AND IS

RESPONSIBLE FOR FIT AND OPERATION.

14. ACCESSIBILITY REQUIREMENTS:A. ALL DOORS TO REQUIRED ACCESSIBLE ROOMS AND SPACES TO RECEIVE HARDWARE PER ADAAG 4.13.9 MINIMUM 32"

CLEAR OPENING, AND COMPLY WITH ALL ADAAG 4.13 REQUIREMENTS.B. ALL DOORS TO HAZARDOUS ROOMS, INCLUDING ALL ELECTRICAL, MECHANICAL, MDF ROOM AND SIMILAR ROOMS

SHALL HAVE KNURLED HARDWARE PER ADAAG SECTION 4.27.3 SEE KEYNOTE "N9" AND IN SCHEDULE.

15. ORNAMENTAL STEEL FENCE GATES:A. PROVIDE ADA COMPLIANT LATCH HARDWARE AND LOCK HASP FOR OWNER AND/OR UTILITY PROVIDED LOCKS. REFER

TO LANDSCAPE PLANS/DETAILS AND SITE PLAN, COORDINATE W/ FENCING CONTRACTOR AS REQ'D. COM-ED ENCL. TORECEIVE HASP (TO RECEIVE LOCK BY UTILITY COMPANY)

EXISTING DOOR FRAME TO REMAIN AT ROOM SIDE - SEE /, /, & /INSTALL NEW DOOR & FRAME AT CORRIDOR SIDE - SEE / & /

ELECTROMAGNETIC HOLD OPENS - SEE ELECTRICAL

PROVIDE AND INSTALL WEATHER STRIPPING ON ALL SIDES

PROVIDE AND INSTALL ACOUSTICAL SOUND SEAL ON JAMB AND HEAD

PANIC DOOR HARDWARE

PROVIDE ONE INOPERABLE DOOR LEAF PINNED AT TOP AND BOTTOM

PROVIDE AND INSTALL KNURLED HARDWARE PER IAC AND ANSI A117.12003

ELECTRIC STRIKE, TIE TO AIPHONE

NOT USED

NOT USED

NOT USED

SPECIES AND FINISH OF WOOD DOORS TO MATCH EXISTING AT SCHOOL

INCLUDE ON SECONDARY DOOR STILE STEEL LOCKING PIN AT TOP AND BOTTOM

PROVIDE POWER DOOR OPERATOR WITH ELECTRIC STRIKE CONNECTED TO AI PHONE

PROVIDE 24" X 24" STEEL DOOR LOUVER

EXISTING DOOR FRAME TO REMAIN, NEW DOOR

WALL RATING + OPENING LABEL

B; 2-HR / B 1 1/2

GLAZING LEGEND

G-1 1/4" CLEAR TEMPERED GLASS (SAFETY RATED, UNDERWRITERS LABORATORY 10C)

G-2 5/16" LAMINATED CERAMIC FIRE-RATED SAFETY GLAZING:FIRELITE PLUS PREMIUM (BASIS OF DESIGN), FIRE AND SAFETY RATED (UL 10C), INSTALL W/PEMCO FG3000 FIREGLAZE(COMPOUND) OR OTHER MFR. RECOMMENDED GLAZING COMPOUND TO ACHIEVE UL APPROVED / LISTED ASSEMBLYFIRE RATING (LABEL) INDICATED ON OPENING SCHEDULE. STC-35 dB.

DOOR MAXIMUM FIRE-RATED GLASS SIZES DOOR LABEL KEY

GLASS QUANTITY DOOR LABEL HOUR

A 3 HOUR

B 1 1/2 HOUR

C 3/4 HOUR

M

N

O

P

AL ALUMINUMANOD ANODIZEDHC HOLLOW CORE-WOODHM HOLLOW METALGALV GALVANIZED STEELPT PAINTSS STAINLESS STEELST STEEL

ABBREVIATIONS

SPGL SPANDREL GLAZING, SEE ELEVATIONSWD WOODWW WINDOW WALL: SEE ELEVATIONSN NOY YESNR NOT REQUIREDNA NOT APPLICABLE

100 SQ. IN. FIRE RATED GLAZING

B

C

D

E

F

G

H

I

J

K

L

A

DOOR SCHEDULE REMARKS

DOOR SCHEDULE: ANNEX

DOOR FRAME DETAIL

LAB

EL

HA

RD

WA

RE

SE

T

REMARKSLOCATION DOORNUMBER OPENING SIZE

W x HTYPE MATERIAL FINISH

THICKNESSGLAZING

TYPETYPE MATERIAL FINISH HEAD JAMB

THRES-HOLD

STEMCLASSROOMCLASSROOM

STORAGE4 HOUR

VESTIBULE

NORTHVESTIBULE

NORTHVESTIBULE

4 HOURVESTIBULE

SOUTHVESTIBULE

SOUTHVESTIBULE

GYMNASIUM

GYMSTORAGE

ELECTRICALROOM

OFFICE

CORRIDOR122E

SOUTH GYMEXIT

ELEVATORMACHINE RM

ELEVATORLOBBYUNISEXTOILET

FIRE PUMPROOM

MECH/ WATERHEATER RM

120

120A

122H

121

121A

122A

121E

122C

122D

122E

122F

123

124

125

128A

128B

121B

121C

121D

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

3'-0" x 7'-0"

3'-0" x 7'-0"

(2) 4'-0" x 7'-0"

(2) 4'-0" x 9'-8"

(3) 3'-0" x 7'-0"

(3) 3'-0" x 7'-0"

(2) 3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

(2) 3'-0" x 7'-0"

(2) 3'-0" x 7'-0"

3'-0" x 7'-0"

3'-4" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

(3) 3'-0" x 7'-0"

(3) 3'-0" x 7'-0"

HM

HM

HM

HM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

PT

PT

PT

PT

ANNO

ANNO

ANNO

ANNO

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

FF

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

ANNO

ANNO

ANNO

ANNO

STC

A

A

A

C

A

B

B

B

B

B 40

30

30

40

* W/ INTERIOR WINDOW GUARDS

G-1

G-1

G-1

G-1

G-1

G-3

G-3

G-3

03/A63

03/A63

03/A63

03/A63

03/A63

03/A63

03/A63

03/A63

03/A63

01/A63

01/A63

04/A63

05/A63

05/A63

05/A63

05/A63

02/A63

02/A63

06/A63

06/A63

06/A63

06/A63

06/A63

11/A63

11/A63

14/A63

14/A63

14/A63

14/A63

06/A63

06/A63

06/A63

06/A63

05/A64 10/A64

05/A64 10/A64

05/A64 10/A64

05/A64 10/A64

01/A64 06/A64

04/A64 10/A64

04/A64 10/A64

04/A64 10/A64

04/A64 10/A64

02/A64 06/A64

04/A64 10/A64

04/A64 10/A64 13/A64

03/A64 08/A64

03/A64 08/A64

01/A65 04/A65

01/A65 04/A65

02/A65 05/A65

06/A64

14/A64

HW-63

HW-61

HW-50

HW-51

06/A63

C; 1-HR / C 3/4 1246 SQ. IN. FIRE RATED GLAZING

DOOR SCHEDULE: EXISTING BUILDING

DOOR FRAME DETAIL

LAB

EL

HA

RD

WA

RE

SE

T

REMARKSLOCATIONDOOR

NUMBER OPENING SIZE

W x HTYPE MATERIAL FINISH

THICKNESSGLAZING

TYPETYPE MATERIAL FINISH HEAD JAMB

THRES-HOLD

STC

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR

KINDER TOILET

ELEVATORCORRIDOR 01B

107B

107A 1-3/4"

1-3/4"

3'-0" x 7'-0"

3'-0" x 7'-0"

HM

HM

PT

PT

HM

HM PT

PT -

CG-1

03/A63 06/A63

06/A63 11/A64 12/A64

HW-67

HW-62

08/A65 09/A65



207B 1-3/4"3'-0" x 7'-0" HM PT HM PT CG-1 06/A63 11/A64 12/A64

307B 1-3/4"3'-0" x 7'-0" HM PT HM PT CG-1 06/A63 11/A64 12/A64

* KNURLED HARDWARE

* KNURLED HARDWARE

* KNURLED HARDWARE

* KNURLED HARDWARE

##/A63

10/A63

15/A63

G-3 LAMINATED INSULATED EXTERIOR GLASS ASSEMBLY -SEE 08 80 00 GLAZING.

04/A63

04/A63

04/A63

- 3'-0" ACTIVE DR AND 1'-0" INACTIVE SIDE PANEL

GYMNASIUM 122G 1-3/4"(2) 3'-0" x 7'-0" HM PT HM PT 30 * W/ INTERIOR WINDOW GUARDSG-102/A63 04/A64 10/A64 13/A6410/A63

*ELECTRIC STRIKE AND POWER DOOR OPERATOR ON EAST LEAFAND CENTER DOOR (ADA DOOR)

*POWER DOOR OPERATOR CENTER

*ELECTRIC STRIKE AND POWER DOOR OPERATOR ON EAST LEAFAND CENTER DOOR (ADA DOOR)

*POWER DOOR OPERATOR ON CENTER DOOR

BASEMENT

CORRIDOR 00A 008 1-3/4"3'-0" x 7'-0" HM PT HM PT B06/A6301/A63 G-1 07/A65 - AREA OF RESCUE - PASSAGE LOCK07/A65 SIM

CORRIDOR 01A 108 1-3/4"3'-0" x 7'-0" HM PT HM PT BG-1 - AREA OF RESCUE - PASSAGE LOCK01/A63 07/A63 03/A65 06/A65



HW-67

HW-67

HW-67

HW-67

HW-52

HW-54

HW-52

HW-54

HW-59

HW-57

HW-64

HW-60

HW-53

HW-55

HW-55

HW-56

HW-66

HW-65

HW-57

HW-58

HW-62

HW-62



B

01/A72

01/A72

01/A72 SIM

01/A64

01/A64 06/A64&

-

-

-

04/A72

05/A72

05/A72

05/A72

05/A72

04/A72

-

-

04/A72

11/A72

11/A72

11/A72

11/A72

11/A72

* W/ INTERIOR WINDOW GUARDS

104/A63


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P: 312-427-4702 n F: 312-427-6611

SHEET

TITLE:

SCALE: AS NOTED

3

4

5

6

7

8


1/32" = 1'-0"

0'-0" 16'-0" 32'-0" 64'-0"32'-0"

1/16" = 1'-0"

0'-0" 8'-0" 16'-0" 32'-0"16'-0"

1/8" = 1'-0"

0'-0" 4'-0" 8'-0" 16'-0"8'-0"

1/4" = 1'-0"

0'-0" 2'-0" 4'-0" 8'-0"4'-0"

1/2" = 1'-0"

0'-0" 1'-0" 2'-0" 4'-0"2'-0"

1" = 1'-0"

0'-0" 0'-6" 1'-0" 2'-0"1'-0"

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

0'-6" 1'-0" 2'-0"0'-0"

3" = 1'-0"

0'-3" 0'-6" 1'-0"0'-0" 0'-9"

6" = 1'-0"

0'-1-1/2" 0'-3" 0'-6"0'-0" 0'-4-1/2"

AGUSTIN GOMEZ-LEAL


ILLINOIS


533

W. 2

7TH

ST

CH

ICA

GO

, IL

6061

6

A70

FINISH SCHEDULES

PLOT DATE.: 8/29/2017

06-22-17

08-11-17

08-30-17

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BID SET

ADDENDUM #1

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TEACHER / OFFICE WORK SPACE

FURNITURE LEGEND FIRST FLOORNOTE: ALL FURNITURE IS NIC (PROVIDED BY OWNER)

NOTE:

FURNITURE AND FIXTURES SHOWN NOT IN CONTRACT. SHOWN ONLYFOR CLEARANCES.

STUDENT SCIENCE SEATING

EQUIPMENT LEGEND FIRST FLOORMB MARKER BOARD 4'-0"x12'-0" CPCIMB-1 MARKER BOARD 4'-0"x8'-0" CPCITB TACK BOARD 4'-0"x4'-0" CPCIFE-# WALL MOUNTED FIRE EXTINGUISHERFEC-# FIRE EXTINGUISHER CABINET

SCOPE NOTE: G.C. SHALL PROVIDE 64" WIDE PROJECTOR SCREEN INEVERY CLASSROOM & LIBRARY -COORDINATE W/ PROJECTOR LOCATION

MATERIAL FINISH MATERIAL FINISH HEIGHTMATERIAL FINISHMATERIAL FINISH

107A

4 HOUR RATEDVESTIBULE

OFFICE

CORRIDOR

UNISEX TOILET

KINDER TOILET

124

MECHANICAL/WATERHEATER ROOM

BOY'S ROOM

GIRL'S ROOM

FIRE PUMP ROOM

GYMNASIUM

127

GYM STORAGE

128A

123

CLASSROOM STORAGE

STEM CLASSROOM

SOUTH VESTIBULE

126

NORTH VESTIBULE

125

ELECTRICAL

ELEVATOR MACHINE RM

ELEVATOR LOBBY

ROOMNUMBER

FLOORREMARKS

BASE CEILING

ROOM FINISH SCHEDULE

ROOM NAMEWALLS

120

120A

121

122

122A

122C

122D

122E

121A

121B

128B

* WITH 2x2 SS PANEL W/ OVER HEAD POWERREELS-

-

-

-

-

* PT-7 LOCATED IN THE AREA BETWEEN THEOFFICE AND ELECTRICAL ROOM. SEE ELEVATIONS--

-

-

-

-

-

-

-

-

-

VARIES

VARIES

10'-3"

10'-3"

9'-2"

00B ELEVATOR CORRIDOR 8'-0"VCT-1 ACT-4ACTVCT VB VB-2 PT-5*GYP BD

01C ELEVATOR VESTIBULE

02B ELEVATOR CORRIDOR

02C ELEVATOR VESTIBULE

FLOOR

CF CONCRETE

CPT CARPET

CT CERAMIC TILE

DW DETECTABLE WARNING

EP EPOXY PAINT

SDVT STATIC DISSIPATIVE

VINYL TILE

TC TRAFFIC COATING

QT QUARRY TILE

VT HOMOGENEOUS VINYL

TILE

VCT VINYL COMPOSITE TILE

BASE

CB CERAMIC TILE COVE

CF CONCRETE FLOORING

TC TRAFFIC COATING

LS LIMESTONE / CAST STONE

VB VINYL BASE

WALL

AP ACOUSTICAL WALL PANELS

BR BRICK

CMU CONCRETE MASONRY UNIT

CT CERAMIC WALL TILE

DF DRINKING FOUNTAIN

FRP FIBERGLASS REINFORCED PANEL

GB GYPSUM BOARD

GWB GYPSUM BOARD

GYP BD GYPSUM BOARD

MB MARKER BOARD

PS PROJECTION SCREEN

PL PLASTIC LAMINATE

PT PAINT

TB TACKBOARD

CS CAST STONE

WOB WOOD BASE

CEILING

AMD ACOUSTICAL METAL DECK

ACT ACOUSTICAL CEILING TILE

CP CEMENT PLASTER

EC EXPOSED CONCRETE

EPX EPOXY RESIN TOPS

EXPC EXPOSED CONSTRUCTION

GB GYPSUM BOARD

GP GYPSUM PLASTER

GYP BD GYPSUM BOARD

MD EXPOSED MEDTAL DECK

PL PLASTER

PT PAINT

OTHER

CP COMPOSITE PLASTIC

L LOCKERS

PL PLASTIC LAMINATE

WC WINDOW COVERING

STL STEEL JACKET

TP TOILET PARTITIONS

ROOM FINISH LEGEND ABBREVIATIONS

VCT

VCT

VCT

CONCRETE

VCT

VCT

VCT

WD

RF

WD

WD

CT

CT

CT

CT

VCT-1

CONCRETE

VT-1,2,3

VCT-1

TC-1

TC-1

VCT-1,2,3

VCT-1,2,3

TC-1

WD-1

WD-1

WD-1

CT-1

RF-1,2

CT-1

CT-1

CT-1

VB

VB VB-1

VB VB-1

VB VB-1

VB VB-1

VB VB-1

VB VB-1

VB VB-1

VB VB-1

VB VB-1

VB VB-1

VB VB-1

VB VB-1

VB

VB

CB CB-1

CB CB-1

CB CB-1

CB CB-1

PT-9GYP BD

PT-9GYP BD

PT-1GYP BD

PT-1GYP BD

PT-1,2GYP BD

GYP BD

GYP BD

PT-1GYP BD

PT-1,4,7*GYP BD

PT-1GYP BD

PT-1GYP BD

CMU PT-1

CT-2,4/ PT-1CT

CT-2,4/ PT-1CT

CT-2,3/ PT-1CT

PT-1GYP BD

PT-1GYP BD

GYP BD

GYP BD

PT-1GYP BD

PT-3GYP BD

ACT-4ACT

ACT-1*ACT

ACT-4ACT

ACT-4ACT

ACT-4ACT

ACT-4ACT

PT-3EXPOSED

PT-3EXPOSED

ACT-1ACT

PT-3EXPOSED

ACT-4ACT

ACT-4ACT

ACT-4ACT

PT-3GYP BD

PT-3GYP BD

PT-3GYP BD

PT-1GYP BD

PT-3EXPOSED

PT-3EXPOSED

PT-1EXPOSED

PT-3, PT-7*EXPOSED

FINISH SYMBOL LEGEND:

FINISHBASE

FINISHFLOOR

FINISHWALL

GENERAL FINISH NOTES:1. ALL WALLS SHALL RECEIVE SCHEDULED / NOTED FINISH IN ALL

EXPOSED AREAS AND ON ALL EXPOSED SURFACES EXTENDED TOFINISHED CEILING UNLESS OTHERWISE NOTED.

2. ALL INTERIOR HOLLOW METAL DOORS, FRAMES, AND HOLLOWEDMETAL "LITE" FRAMES SHALL BE PAINTED PT-6 UNLESS NOTEDOTHERWISE.

3. ALL FLOOR COVERINGS USED IN CORRIDORS, LOBBIES, STAIRS OROTHER EXIT PATHS OR EXIT AREAS IN BUILDINGS USED IN WHOLE ORIN THOSE PARTS AS OCCUPANCY CLASS A-2 SHALL MEET CLASS AREQUIREMENTS

4. ALL INTERIOR MISCELLANEOUS METAL EXPOSED TO VIEW,INCLUDING BUT NOT LIMITED TO STAIR STRUCTURE, RISERS,SUPPORTS, GUARDRAILS, PICKETS, STEEL MESH, EXPOSEDCHANNELS, ETC., SHALL BE PAINTED PT-6 UNLESS NOTEDOTHERWISE.

5. WHERE QUARRY TILE OR CERAMIC TILE ARE SCHEDULED PROVIDEBULLNOSE TRIM AT BASE TO WALL AND VERTICAL TRANSITIONS,PROVIDE COVE PROFILE AT ALL FLOOR TO WALL TRANSITIONS.

6. ALL TRANSITION STRIPS AND REDUCER STRIPS SHALL BE ADACOMPLIANT AND OF APPROPRIATE SIZE AND STYLE. COLOR ANDSTYLE SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL. SEESHEET A72 FOR TYPICAL TRANSITION DETAILS AND DOORSCHEDULE ON A62 FOR TRANSITIONS BELOW DOORS. ALIGNBENEATH DOORS AND AT DOOR THRESHOLDS UNLESS NOTEDOTHERWISE.

7. ALL PAINTED CONCRETE MASONRY UNIT(S) WALLS SHALL RECEIVERESILIENT BASE UNLESS NOTED OTHERWISE. COVE PROFILE BASESHALL BE USED ON CONCRETE MASONRY UNIT(S) WALLS AT ALLOTHER FLOOR SURFACES UNLESS NOTED OTHERWISE.

8. ALL GYPSUM BOARD WALLS SHALL RECEIVE RESILIENT BASE UNLESSNOTED OTHERWISE. COVE PROFILE BASE SHALL BE USED ONGYPSUM BOARD WALLS AT ALL OTHER FLOOR SURFACES UNLESSNOTED OTHERWISE.

9. ALL FLOORING MATERIAL CHANGES SHALL OCCUR AT CENTER OFDOOR SIDE STOP UNLESS NOTED OTHERWISE

10. ALL MECHANICAL ROOMS INCLUDING ALL EQUIPMENT PADS SHALLRECEIVE TRAFFIC COATING (TC) +4" VINYL BASE, AND PT-1 ONWALLS. PROVIDE FRP WHERE SHOWN ON FINISH PLAN, CAULK TOWALL BASE, HOLD OFF ADJACENT SURFACES 3/8"-1/2" AT ALLTERMINATIONS AND PENETRATIONS, INSTALL BACKER ROD ANDSEALANT.

11. REFER TO REFLECTED CEILING PLANS FOR ADDITIONALINFORMATION ON CEILING FINISHES AND TYPES.

12. EXTEND ALL SCHEDULED WALL FINISH/PATTERN MINIMUM 8" ABOVEFINISHED CEILING, PROVIDE STANDARD SMOOTH CONCRETEMASONRY UNIT(S) IN ALL UNEXPOSED AREAS (INCLUDING CEILINGPLENUM) TO UNDERSIDE OF THE METAL DECK UNLESS NOTEDOTHERWISE.

13. CASEWORK SHALL RECEIVE RESILIENT BASE UNLESS ANOTHERBASE IS NOTED.

14. SCHEDULED/NOTED FLOOR FINISHES SHALL EXTEND BENEATH ALLBUILT-IN CASEWORK.

15. REFER TO PLANS, INTERIOR ELEVATIONS, AND FFE PLANS FORLOCATION OF ALL TACK, MARKER BOARDS, AND SHEET MARKERBOARDS.

16. THE FINISH OF ALL CMU,END BLOCKS AND CAP BLOCKS SHALL BEBULLNOSED UNLESS SPECIFICALLY NOTED OTHERWISE, SUCH AS ATLOCKER TERMINATIONS AND FINISHED ON ALL EXPOSED FACES INCOLOR AND FINISH TO MATCH ADJACENT WALL AS SCHEDULEDAND/OR NOTED.

17. AT LOCATIONS WHERE WALL FINISH CHANGES AT EXPOSED JAMBSFINISH SHALL OCCUR AT WALL CENTERLINE UNLESS NOTEDOTHERWISE.

18. ALL EXTERIOR CORNERS AT GYPSUM WALLBOARD PARTITIONSSHALL RECEIVE CORNER GUARDS PER PLANS, UNLESS NOTEDOTHERWISE.

10'-3"

10'-3"

10'-3"

VARIES

10'-3"

10'-3"

10'-3"

10'-3"

10'-3"

VARIES

VARIES

VARIES

VARIES

CONCRETE TC-1

CONCRETE TC-1

01B ELEVATOR CORRIDOR 11'-0"WD WD-1 VB GYP BD ACT-4ACT

03B ELEVATOR CORRIDOR WD WD-1 VB GYP BD ACT-4ACT

03C ELEVATOR VESTIBULE WD WD-1 VB GYP BD ACT-4ACT

(COLORS AND COMPANIES LISTED ARE BASIS OF DESIGN-SEE SPECIFICATIONS FOR COMPLETE LIST. ANY SELECTIONS OUTSIDE OF LIST BELOW MUST BE APPROVED BY ARCHITECT)

VINYL BASE LEGEND

VB-1 JOHNSONITE 18 NAVY BLUEVB-2 JOHNSONITE 47 BROWN STRAIGHT

CERAMIC TILE BASE LEGEND

CB-1 COVE BASE TO MATCH CT-1CB-2 4"X4" COVED BASE WITH BULLNOSE TOP TO

MATCH CT-1

CERAMIC TILE LEGEND

CT-1 2"X2" FLOOR TILE - DALTILE 'MARBLE' D325CT-2 4"X4" WALL TILE - DALTILE WATERFALL' O169CT-3 4"X4" WALL TILE - DALTILE 'KEYLIME' Q098CT-4 4"X4" WALL TILE - DALTILE 'ICE GREY' 0182

GROUT: PROVIDE COLOR PALETTE TO AOR

PAINT LEGEND

PT-1 BENJAMIN MOORE 226 TWISTED OAK PATHPT-2 BENJAMIN MOORE 2066-10 'BLUE'PT-3 BENJAMIN MOORE OC-51 INTENSE WHITEPT-4 BENJAMIN MOORE 306 LION HEARTPT-5* BENJAMIN MOORE PAINT TO MATCH EXISTING ADJACENT COLORSPT-6 BENJAMIN MOORE 2126-50 GREY TIMBER WOLFPT-7 BENJAMIN MOORE 2132-10 BLACKPT-9 BENJAMIN MOORE 2066-60 'HONOLULU BLUE'

TOILET PARTITION LEGEND

TP-1 SOLID HDPE PLASTIC - ACCURATE PARTITIONS CORP: CHARCOAL # 9237

WINDOW COVERING LEGEND

WC-1 STYLE: CLASSROOM SHADES COLOR TO BE SELECTED FROM MANF. STANDARD COLOR, W/WHITE HOUSING AND FASCIA; SEE REF. CLG. COORD. WITH WINDOW INSTALLER/MFR. TYP.ALL WINDOWS EXCEPT IN CORRIDORS, LIBRARY, STAIRWELLS AND VESTIBULES, ALIGNUNITS WITH VERTICAL MULLIONS (TYP.)

WC-2 MOTORIZED WIDOW SHADES

CORNER GUARDSCG-1 ACROVYN4000 BY CSI HIGH IMPACT VINYL

ACRYLIC129 YALE BLUE

BRICK LEGEND (SEE A20-A21 FOR LOCATIONS)

BR-1 UTILITY BRICK - YANKEE HILL MEDIUM RED SMOOTH BRICKBR-2 UTILITY BRICK - ENDICOTT DARK IRONSPOT SMOOTH BRICKBR-3 UTILITY BRICK - GERY OYSTER GREY (S56) BRICK - WITH WIRE CUT TEXTURE

CASEWORK LEGEND

EPX-1 EPOXY RESIN - BLACKPL-1 SHELDON LABORATORY SYSTEMS #2503SW CINNAMON TOAST

HOLLOW METAL DOOR/FRAME

PT-2 BENJAMIN MOORE 2066-10 "BLUE"

CONCRETE FLOORING LEGEND

TC-1 TRAFFIC COATING- TREMCO VULKEM 351 GRAY

VINYL COMPOSITION TILE (VCT) LEGEND

VCT-1 ARMSTRONG 51800 BUTTER CREAMVCT-2 ARMSTRONG 51876 MINT CREAMVCT-3 ARMSTRONG 51916 DUTCH DELFT

WOOD FLOOR LEGEND

WD-1 TO MATCH EXISTING

CEILING TILE LEGEND

ACT-1 TYPE 3, FORM 1 OR 2, PATTERN E - HIGH-NRC PANELS 2'x2', COLOR WHITEFISSURED TEXTURE, SEE SHEETS A10-A11 (CLASSROOM, AND ENCLOSED OFFICES)

ACT-4 TYPE 3, FORM 1 OR 2, PATTERN C,D,E - PANELS 2'x2', COLOR WHITEFISSURED TEXTURE, SEE SHEETS A10-A11 (CORRIDORS, SERVICE HALLWAYS, STORAGEROOMS)

CAST STONE LEGEND (SEE A20-A21 FOR LOCATIONS)

CS-1 18"X18"X4" ACCUCAST PRODUCTS "GRAY" OR APPROVED EQUAL*FOR STONE SILLS, STONE HEAD, SEE WINDOW DETAILS

RUBBER SHEET ATHLETIC FLOORING

RF-1 MONDO RAMFLEX G920 DARK MAPLERF-2 MONDO RAMFLEX G986 MARINE BLUE

* NEW VCT AT DEMOLISHED FLOOR AREA.PROTECT EXISTING. SEE PLANS

007 CLASSROOM EXIST.EXIST.EXIST.EXIST/CPT VB EXIST.

WALL PADDING

WP-1 DRAPER #10 DARK BLUE

WINDOW SILL LEGEND

SS-1 DUPONT 1" CORIAN COBALT (VERIFY FINAL SIZES PER PLANS/DETAILS)

COLOR SCHEDULE

ACOUSTICAL WALL PANEL FABRIC

AP-1 GUILFORD OF MAINE #153 BALTIC

VCT-1,2,3

VCT-1,2,3

008 COMPUTER CLASSROOM EXIST.EXIST.EXIST.EXIST EXIST/GYP BD PT-5*

EXIST/CPT* PT-5*

VB

VT-1,2,3

CONCRETE

EXIST

VCT

VCT VB

VB

VB-1

VB-1

PT-5*

PT-5*

PT-5*

PT-5*

* PT-5 MATCH EXISTING MAIN CORRIDOR COLOR






ACOUSTICAL BARRIER

COLOR: TIGER, DRYLACCOLOR: RAL 3003 (RED) CUSTOM MATTE FINISH ( FINISH OR APPROVED EQUAL)

INSULATED METAL PANEL

COLOR: ALUCOBOND ROMAN BRONZE MICAPVDF 2/SRI 33 (IN CUSTOM MATTE FINISH OR APPROVED EQUAL

PT-5*

PT-5*



01A CORRIDOR 10'-3"VCT VCT-1,2,3 VB/CB VB-1/CB-1 PT-5*GYP BD ACT-4ACT

EXISTING BLDG

NEW ANNEX

11'-0"

11'-0"

11'-0"

11'-0"

11'-0"

VB-2

VB-2

VB-2

VB-2

VB-2

VB-2

VB-2

VB-2

1


of 47

DN

UP

AP

PP

PP

AP

UP

ELEV

ELEV

ELEVATORCORRIDOR

01B

ELEVATORVESTIBULE

01C

KINDERTOILET107A

CLASSROOM107

CLASSROOM108

T

EXISTINGCORRIDOR

01STAIR 3

DN

UP

DN


02BELEVATORVESTIBULE

02C

VCT-1,2,4

VCT-1,2,4





1

ISSUANCE

CH

ICA

GO

PU

BLI

C S

CH

OO

LS

CIT

Y O

F C

HIC

AG

O, M

AY

OR

RA

HM

EM

AN

UE

L




1

2


P: 312-427-4702 n F: 312-427-6611

SHEET

TITLE:

SCALE: AS NOTED

3

4

5

6

7

8


1/32" = 1'-0"

0'-0" 16'-0" 32'-0" 64'-0"32'-0"

1/16" = 1'-0"

0'-0" 8'-0" 16'-0" 32'-0"16'-0"

1/8" = 1'-0"

0'-0" 4'-0" 8'-0" 16'-0"8'-0"

1/4" = 1'-0"

0'-0" 2'-0" 4'-0" 8'-0"4'-0"

1/2" = 1'-0"

0'-0" 1'-0" 2'-0" 4'-0"2'-0"

1" = 1'-0"

0'-0" 0'-6" 1'-0" 2'-0"1'-0"

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

0'-6" 1'-0" 2'-0"0'-0"

3" = 1'-0"

0'-3" 0'-6" 1'-0"0'-0" 0'-9"

6" = 1'-0"

0'-1-1/2" 0'-3" 0'-6"0'-0" 0'-4-1/2"

AGUSTIN GOMEZ-LEAL


ILLINOIS


533

W. 2

7TH

ST

CH

ICA

GO

, IL

6061

6

A71

FIRST FLOOR FINISHPLAN

PLOT DATE.: 8/29/2017

06-22-17

08-11-17

08-30-17

----

----

----

----

-

PERMIT SET

BID SET

ADDENDUM #1

----

----

----

----

-

SH

ER

IDA

N E

LEM

EN

TA

RY

SC

HO

OL

AN

NE

X

N 04 FIRST FLOOR ENLARGED ELEVATOR PLANSCALE: 1/8" = 1'-0"PT-5 TO MATCH MAIN CORRIDOR

N 01 FIRST FLOOR FINISH ANNEX PLANSCALE: 1/8" = 1'-0"

N 03 GROUND FLOOR ENLARGED ELEVATOR PLANSCALE: 1/8" = 1'-0"PT-5 TO MATCH MAIN CORRIDOR

WB-1 WD-1

GWBPT-5

WB-1 WD-1

GWBPT-5

ACT-4ACT

VB-1 VCT-1

GWBPT-5

ELEVATOR CORRIDOR 00B:

WB-1 WD-1

GWBPT-5

CB-1 CT-1

CTCT-2,3

GWBPT-3

CB-2

GWBPT-9

ACTACT-4

CB-2VCT-1,2,4

GWBPT-9

ACTACT-4

VB-1 VCT-1,2,4

GWBPT-1,9

ACTACT-1

VB-1

GWBPT-1

ACTACT-4

VB-1

GWBPT-1

ACTACT-4

VB-1 TC-1

GWBPT-1

EXP.PT-3

VB-1 TC-1

GWBPT-1

EXP.PT-3

CB-1 CT-1

CTCT-2,4

GWBPT-3

VB-1

GWBPT-1

EXP.PT-3

VB-1

GWBPT-1

EXPPT-3

VB-1 RF-1,2

GWBPT-1,4.7

EXP.PT-3

VB-1 RF-1

GWBPT-7

EXPPT-7

VB-1

GWBPT-3

ACTACT-1

VB-1

GWBPT-1

EXP.PT-3

VB-1 TC-1CB-1 CT-1

GWBCT-2,4

GWBPT-3

VB-1

VCT-1

GWBPT-9

ACTACT- 4

CB-1 VCT-2

VCT-4

CB-1 CT-1

CTCT-2,4

GWBPT-3

CB-2

VCT-1 SS

SSPANELS

ELEVATOR CORRIDOR 00B:

VCT

CT

VCTCT

VCTCT

RFVCT

CTVCT

CTVC

T

VCT

TC

VCTTC

TCRF

TCVC

T

TCRF

VCTRF

N 02 FIRST FLOOR FINISH PATTERN PLANSCALE: 1/8" = 1'-0"

N 05 SECOND FLOOR ENLARGED ELEVATOR PLANSCALE: 1/8" = 1'-0"PT-5 TO MATCH MAIN CORRIDOR

N 06 THIRD FLOOR ENLARGED ELEVATOR PLANSCALE: 1/8" = 1'-0"PT-5 TO MATCH MAIN CORRIDOR

VCT-1,2,4

TC-1

TC-1

VCT-1,2,4

TC VCTVCT-1,2,4

07 SCHOOL LOGOPROVIDE @ CENTER OF GYM FLOOR

VCT-1,2,4VB-1

GWBPT-9

ACTACT-4

KEY - FOR WALL PAINT COLORS

SOLID

2 COLORS(SEE ELEVATIONS)

PT-1 TWISTED OAK PATH

PT-2 BLUE

PT-3 INTENSE WHITE

PT-4 LION HEART

PT-9 HONOLULU BLUE

07/A71

RF-1

RF-2

RF-1

RF-1

VCT-4 TYPVCT-2 TYPVCT-1 TYP

TC-1 TYP

CT-1 TYP

CMUPT-1

EXP.PT-1

11'-10"

5'11"

2"

PROVIDE COLORS TO MATCHSCHOOL LOGO

1

ACT-4ACT 1

ACT-4ACT 1 ACT-4

ACT 1


of 47

6" S

T 1990

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3

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6

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3

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2

2

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6

8

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9

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7

2

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1

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4

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7

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7

2

1

2

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4

0

1

2

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4

1

1

2

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5

7

1

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6

8

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4

3

1

1

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9

3

1

2

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4

1

1

2

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3

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1

2

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9

3

1

1

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9

6

1

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6

4

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2

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9

7

1

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8

9

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2

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9

5

1

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9

8

1

2

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8

7

1

2

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8

5

1

2

.

9

5

1

3

.

5

4

1

3

.

8

6

1

3

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6

9

1

3

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4

3

1

2

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8

8

1

2

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9

5

1

3

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0

6

1

3

.

0

2

1

2

.

8

8

1

2

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4

8

1

1

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8

2

1

2

.

8

6

1

1

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9

5

1

2

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3

4

1

2

.

6

8

1

2

.

6

2

1

2

.

5

2

1

2

.

4

8

1

2

.

4

0

1

2

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5

3

1

2

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4

4

1

2

.

3

5

1

2

.

3

3

1

1

.

9

3

1

1

.

9

7

1

2

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1

8

1

1

.

9

8

1

1

.

9

2

1

2

.

2

2

1

1

.

9

2

1

2

.

3

7

1

2

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8

4

1

2

.

2

5

1

2

.

2

0

1

2

.

1

3

1

2

.

4

0

1

2

.

7

8

1

2

.

9

1

1

2

.

7

2

1

2

.

4

6

1

2

.

4

8

1

2

.

1

6

1

2

.

7

3

1

2

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6

8

1

2

.

6

4

1

3

.

4

2

1

2

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2

9

1

2

.

9

6

1

2

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0

9

1

1

.

7

6

1

1

.

6

5

1

1

.

9

1

1

1

.

6

5

1

1

.

6

3

1

1

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7

1

1

2

.

2

2

1

1

.

7

3

1

2

.

2

4

1

2

.

6

8

1

2

.

8

9

1

2

.

6

0

1

2

.

1

9

1

3

.

0

6

1

2

.

7

0

1

2

.

1

6

1

2

.

9

2

1

2

.

0

9

1

2

.

5

6

1

3

.

0

6

1

3

.

1

4

1

2

.

5

9

1

2

.

9

2

1

2

.

1

0

1

2

.

6

5

1

3

.

1

2

1

2

.

5

7

1

2

.

1

0

1

3

.

0

0

1

2

.

0

8

1

2

.

6

7

1

3

.

1

0

1

3

.

0

9

1

2

.

7

6

1

2

.

4

4

1

3

.

0

4

1

2

.

2

9

1

2

.

7

2

1

3

.

0

6

1

2

.

9

1

1

2

.

7

4

1

2

.

2

5

1

2

.

9

4

1

2

.

3

0

1

2

.

6

0

1

2

.

9

4

1

2

.

6

3

1

2

.

5

4

1

2

.

4

5

1

2

.

8

8

1

2

.

5

2

1

2

.

2

7

1

2

.

9

5

1

2

.

5

8

1

2

.

1

8

XXXX

X

X

SITE BENCHMARK #1

WEST FLANGE BOLT

ON FIRE HYDRANT

ELEV 14.298

DS

DS

DS

DS

DS

DS

1

3

.

2

0

1

3

.

4

0

1

3

.

3

0

Bench

(Typ)

Brick

(Typ)

Benches

E

ST. MH

FR. 13.02

INV. 8.62 NE

INV. 6.02 Sump

INV. 9.67 SW

INV. 7.62 S

G

Valve Vault

Top 12.76

Bolt 6.96

6" Clay

6"

Cla

y

6" Clay

1

3

.

0

9

ST. INLET

FR. 12.60

INV. 11.10

19.74'

WAT. MH

FR. 12.36

P l a n t e r s

T A B L E S

Concrete

ST. INLET

FR. 12.46

INV 9.51

ST. MH

FR. 12.80

INV 3.10 N,S

INV 10.78 SE

ST. MH

FR. 12.96

INV 8.76

INV 9.61

SUMP 4.86

ST. MH

FR. 12.79

INV 8.59 NE

INV 4.49 NW

ST. MH

FR. 13.08

DS 6.48

INV 6.78 NW

INV 8.98 SE

SUMP 4.88

ST. INLET

FR. 12.50

INV 10.90

3-Story

Brick Building

533 WEST 27TH STREET

Total Footprint=20,897 Sq.Ft.

1-Story

Brick Building

F.F.E.=13.49

E

1-Story

Brick Building

Trailer

Concrete

Concrete

A S P H A L T

A S P H A L T

A S P H A L T

A S P H A L T

A S P H A L T

CONCRETE

Concrete

G R A S S

G R A S S

Concrete

Concrete

17.67'

6.74'

5

.

2

5

'

5

.

3

0

'

11.23'

10.34'

28.16'

8.05'

1.73'

7.54'

1.73'

8.03'

25.35'

3.54'

3.12'

29.07'

11.36'

1.02'

3.09'

47.34'

2.76'

2.75'

104.41'

11.35'

18.78'

30.37'

13.54'

1

6

.

4

9

'

7

.

0

9

'

27.87'

18.61' 6.00'

11.91'

7.8

4'

19.63'

69.62'

47.39'

18.68'

10.39'

70.67'

23.72'

5.82'

7

.

2

0

'

7

.

2

0

'

155.48'

49.73'

59.05'

62.00'

ST. INLET

FR. 12.09

INV 10.09

WAT. MH

FR. 12.05

Valve 9.75

Att

SITE BENCHMARK #2

EAST FLANGE BOLT

Building

T.F.=

13.36

Building

Building

WOOD

CURB

WOOD

CURB

8

"

Ø

1

2

"

Ø

1

2

"

Ø

8" Ø

6" Ø

Gate

M

U

L

C

H

M

U

L

C

H

M

U

L

C

H

M

U

L

C

H

M

U

L

C

H

M

U

L

C

H

5

9

2

.

3

8

5

9

2

.

2

8

FIRE ALARM

BOX ON LIGHT

POLE

TRANSFORMER

PAD

San. MH

FR. 13.58

INV 5.38 SE

INV 7.98 S

INV 9.98 E

INV 10.38 W

8" Ø

Clay

8

"

Ø

C

l

a

y

8" Ø

C

lay

FENCE COR.

0.49' E & 0.79' N

FENCE END

1.11' W & 1.20' N

BUILDING COR.

0.17' W & 89.92' N

BUILDING COR.

0.06' W & 20.45' S

Flag

Pole

COLUMN COR.

0.15' W & 0.02' N

BUILDING COR.

4.18' E & 1.83' S

BUILDING COR.

3.09' E

BUILDING COR.

2.94' E

BUILDING COR.

2.64' E & 0.49' N

BLDG. COR.

2.18' N &

1.45' W

G R A S S

G R A S S

G R

A

S

S

G R

A

S

S

CO

NC

. C

UR

B

CO

NC

. C

UR

B

CONC. CURB

CONC. CURB

CO

NC

. C

UR

B

2 HC

20

18

10

2

2

6'

3' WIDE

DOOR

FF=13.49

5' WIDE

DOOR

FF=13.97

6' WIDE

DOOR

FF=13.70

6' WIDE

DOOR

FF=13.76

10.39' WIDE

DOOR FF=13.45

10.34' WIDE

DOOR

FF=13.58

DS

ELECTRICAL DUCT BANK


SAWCUT FULL

DEPTH (TYP)

CONTRACTOR TO REMOVE POLE

AND POLE FOUNDATION

UTILITY POLE

TO REMAIN AND

BE PROTECTED

REMOVE BENCH

(TYP)

REMOVE WOOD

CURB (TYP)

REMOVE PLANTER (TYP)

SAWCUT FULL DEPTH (TYP)

REMOVED CONCRETE

PAVEMENT AND BASE (TYP)

SAWCUT ALL EXISTING BENCH/TABLE

FIXTURES FROM FOUNDATION BELOW.

SALVAGE AND PROTECT FOR

REINSTALLATION (TYP)

REMOVE WOOD

CURB (TYP)

BRICK PAVEMENT AND

BASE TO BE REMOVED

REMOVE BRICK

PAVEMENT AND BASE

REMOVE BRICK

PAVEMENT AND BASE

REMOVE MANHOLE AND ALL

ASSOCIATED PIPING (TYP)

REMOVE INLET AND ALL


REMOVE MANHOLE AND ALL


REMOVE ASPHALT


REMOVE ASPHALT


REMOVE ±130 LF FENCE,

GATES, AND FOOTINGS (TYP)

FENCE TO REMAIN AND

BE PROTECTED (TYP)

FENCE TO REMAIN AND

BE PROTECTED (TYP)

BENCH TO BE

REMOVED (TYP)

REMOVE BENCH

(TYP)

REMOVE BENCH (TYP)

REMOVE CONCRETE

PAVEMENT AND BASE

REMOVE CONCRETE

PAVEMENT AND BASE

REMOVE CONCRETE

CURB AND GUTTER

MILL AND GRIND ASPHALT

SURFACE COURSE

REMOVE AND REPLACE MANHOLE.

REFER TO SHEET C40 EXISTING

DOWNSPOUT CONNECTION FROM

THE WEST TO REMAIN.

REMOVE BUILDING PORTION

AS SHOWN.COORDINATE WITH

ARCHITECTURAL AND STRUCTURAL

PLANS FOR LIMITS OF

BUILDING DEMOLITION

OEMC TO RELOCATE WIRING

PRIOR TO CONTRACTOR

BEGINNING WORK.

COMED TO DISCONNECT AND REMOVE

TRANSFORMER. CONTRACTOR TO REMOVE

ASSOCIATED CONCRETE PAD PER NOTE #2.

REFER TO ARCHITECTURAL PLANS FOR

BACKFEED ROUTING TO EXISTING

SWITCHBOARD

REMOVE STREET

PAVEMENT AND BASE

CONCRETE CURB TO

REMAIN AND BE PROTECTED

"NO PARKING" SIGN

TO BE SALVAGED

AND REINSTALLED

REMOVE SIGN

REMOVE ORNAMENTAL FENCE

ALONG SOUTH AND WEST

PORTION OF PARKING LOT (TYP)

REMOVE CONCRETE

BARRIER CURB (TYP)

REMOVE ORNAMENTAL

FENCE, GATES, AND FOOTINGS (TYP)

REMOVE CONCRETE

BARRIER CURB (TYP)

REMOVE CONCRETE PAD

REMOVE INLET AND

ALL ASSOCIATED PIPING

(TYP)

REMOVE MANHOLE AND

ALL ASSOCIATED PIPING (TYP)

REMOVE INLET AND ALL


REMOVE CONCRETE STOOP

SAWCUT CONCRETE STOOP

AS NECESSARY FOR INSTALLATION

OF TRASH ENCLOSURE

SAWCUT FULL DEPTH AS NECESSARY TO

INSTALL 5'X10' TREE PIT (TYP)

REMOVE AND REPLACE MANHOLE REFER TO

CIVIL SHEET C40. NORTH PIPE TO REMAIN AND

BE RECONNECTED TO NEW STRUCTURE

REMOVE INLET AND

ALL ASSOCIATED PIPING (TYP)

DOWNSPOUT TO REMAIN AND

BE PROTECTED

STRUCTURE AND

ASSOCIATED

PIPING TO REMAIN

AND BE

PROTECTED

RESTORE 27TH STREET AS REQUIRED FOR

UTILITY INSTALLATION PER NOTE #1. AREA

FOR PAVEMENT RESTORATION AND FULL

DEPTH PAVEMENT AND BASE REMOVAL

SHOWN SCHEMATICALLY

10.00'

79.70'

10.00'

20.68'

10.00'

15.00'

5.00'

TY

P

30.00'

24.00'

56.21'

10.00'

8.54'

40.27'

10.00'

106.30'

DOWNSPOUT AND ASSOCIATED PIPING

TO REMAIN AND BE PROTECTED

DOWNSPOUT TO REMAIN

AND BE PROTECTED

REMOVE ABANDONED WATER

SERVICES WITHIN 28TH STREET

PER NOTE #5.

REMOVE DOWNSPOUT AND

ALL ASSOCIATED PIPING

LIMITS OF WORK (TYP)

2

C52

REMOVE ABANDONED WATER

SERVICES WITHIN 28TH STREET

PER NOTE #5.

2

C52

INLET TO REMAIN AND

BE PROTECTED

RESTORE 28TH STREET AS REQUIRED FOR

WATER SERVICE TERMINATIONS PER NOTE

#5. AREA FOR PAVEMENT RESTORATION

AND FULL DEPTH PAVEMENT AND BASE

REMOVAL SHOWN SCHEMATICALLY

SAWCUT, FULL DEPTH

(TYP)

UTILITY POLE

TO REMAIN AND

BE PROTECTED

TRAILER TO BE RELOCATED

FOR CONSTRUCTION.

SEE ARCHITECTURAL PLANS

ORNAMENTAL FENCE

TO REMAIN (TYP)

REMOVE ±14

LF OF FENCE TO

NEAREST POST

REMOVE ±183 LF OF FENCE

RE

MO

VE

±75 LF

O

F F

EN

CE

REMOVE ±100 LF OF FENCE,

GATES, AND FOOTINGS (TYP)

APPROXIMATE LOCATION OF

TEMPORARY ACCESS DRIVEWAY.

SIDWALK, CURB AND GUTTER TO BE

REMOVED AS NECESSARY. REFER TO

ARCHITECTURAL PHASING PLANS.

REMOVE ±21 LF

OF FENCE TO

NEAREST POST

SEE NOTE 6 FOR

REMOVAL OF

SUBSURFACE

ANOMALY (TYP).

SEE NOTE 6 FOR

REMOVAL OF

SUBSURFACE

ANOMALY (TYP).

TRASH BIN TO BE REMOVED AND SALVAGED.

CONTRACTOR TO REMOVE CONCRETE PAD.

LEGEND:

EXISTING BUILDING

MILL AND GRIND EXISTING

PAVEMENT

REMOVE STREET PAVEMENT

AND BASE

REMOVE ASPHALT PAVEMENT

AND BASE

REMOVE CONCRETE WALK AND

BASE

REMOVE CONCRETE

PAVEMENT AND BASE

PROPERTY LINE

REMOVE BUILDING AND

APPURTENANCES

LIMITS OF WORK

Demolition

Scale: 1 inch = ft.

0 20' 40'10'20'

20

N

1. RESTORE 27TH STREET PAVEMENT AS REQUIRED

FOR UTILITY INSTALLATION. COORDINATE WORK

WITH CDOT AND C40, SITE UTILITY PLAN. AREA

SHOWN SCHEMATICALLY ONLY.

2. COORDINATE INSTALLATION OF NEW

TRANSFORMER WITH REMOVAL OF EXISTING

TRANSFORMER TO ENSURE A SMOOTH

TRANSITION. COORDINATE WITH ELECTRICAL

ENGINEERING PLANS AND OWNER.

3. ALL TREES WITHIN RIGHT OF WAY ARE TO REMAIN

AND BE PROTECTED UNLESS NOTED OTHERWISE.

4. CONTRACTOR TO VERIFY LOCATION OF EXISTING

UTILITIES PRIOR TO CONSTRUCTION. NOTIFY

ENGINEER OF ANY DISCREPANCIES.

5. REMOVE 4 ABANDONED WATER SERVICES IN 2TH

STREET PER DETAIL#7/C52 AND CHICAGO

DEPARTMENT OF WATER MANAGEMENT (CDWM)

STANDARDS. COORDINATE LOCATION OF

SERVICES WITH CDWM. RESTORE STREET

PAVEMENT AND BASE AND CONCRETE CURB AND

GUTTER AS REQUIRED FOR SERVICE REMOVAL.

6. CONTRACTOR TO REMOVE THE UNDERGROUND

OBSTRUCTIONS IN THE AREAS SHOWN AS NOTED

IN THE GPR REPORT PREPARED BY OTHERS.

PLEASE CONSULT THE GPR REPORT AND THE

SANBORN MAPS INCLUDED IN THE PHASE 1 ESA,

BOTH ATTACHED TO THESE SPECIFICATIONS.

NOTES:

ABANDON WATER SERVICE

SAWCUT (FULL DEPTH)

ITEM TO BE REMOVED

ITEM TO REMAIN AND BE

PROTECTED

FULL DEPTH PAVEMENT AND

BASE REMOVAL IN ADDITION

TO MILLING AND GRINDING OF

EXISTING PAVEMENT

X

REMOVE STORM SEWER

REMOVE SANITARY SEWER

REMOVE COMBINED SEWER

REMOVE ELECTRIC SERVICE

REMOVE FENCE, POSTS

GATES, AND FOUNDATIONS

REMOVE BRICK PAVEMENT

AND BASE

REMOVE CONCRETE CURB AND

GUTTER

REMOVE OVER HEAD WIRE

EXISTING TREE TO REMAIN

AND BE PROTECTED

APPROXIMATE LIMITS OF

UNDERGROUND ANOMALY TO

BE REMOVED (SEE NOTE 6

BELOW)

ISSUANCE

CH

ICA

GO

PU

BLI

C S

CH

OO

LS

CIT

Y O

F C

HIC

AG

O, M

AY

OR

RA

HM

EM

AN

UE

L


1

2


P: 312-427-4702 n F: 312-427-6611

SHEET

TITLE:

SCALE: AS NOTED

3

4

5

6

7

8


SHEET TITLE

C1.0


PLOT DATE.: 8/11/17

SH

ER

IDA

N E

LEM

EN

TA

RY

SC

HO

OL

AN

NE

X

533

W. 2

7TH

ST

CH

ICA

GO

, IL

6061

6



SCHEMATIC DESIGN SET 02-16-17

60% PROGRESS SET 03-22-17


100% PROGRESS 05-11-17

PERMIT 06-12-17


BID SET 06-15-17

PERMIT SET 06-22-17

BID SET 08-11-17

ADDENDUM #1 08-30-17

C10

SITE DEMOLITION

PLAN

1

1

1

1


of 47

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18" TREE

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2- 10" TREE

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9" TREE

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20" TREE

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27th Street

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Wallace Street

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Normal Avenue

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S

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mh

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San. MH FR. 13.03 INV. 2.43

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ST. INLET FR. 11.41

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ST. INLET FR. 12.34

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ST. INLET FR. 11.62

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ST. INLET FR. 11.57

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ST. MH FR. 12.91

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ST. INLET FR. 12.42 INV 9.22 W, SW INV 9.42 S SUMP 2.97

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ST. INLET FR. 11.60

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ST. INLET FR. 11.56 INV=9.26

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ST. INLET FR. 13.21

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ST. MH FR. 12.57

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ST. INLET FR. 11.43

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ST. MH FR. 12.76

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mh

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ST. MH FR. 12.64 INV 7.24 N INV 2.34 E,W

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ST. MH FR. 12.90 INV 3.45

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ST. MH FR. 12.05

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ST. MH FR. 12.95 INACCESSIBLE

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ST. MH FR. 13.03 INV 2.55 E,W INV 6.73 N,S

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ST. MH FR. 12.99 INV 1.59

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ST. MH FR. 12.29 INV 7.39 W.L. 3.49

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ST. MH FR. 12.86

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ST. MH FR. 12.06 INV 10.06 W.L. 3.03

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ST. MH FR. 12.67

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ST. INLET FR. 12.03 WATER 8.43 NO VISIBLE PIPES

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WM

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ST. INLET FR. 11.97

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ST. INLET FR. 11.48

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WM

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ST. INLET FR. 11.73

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ST. INLET FR. 11.63 INV 2.72

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6"

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ST. INLET FR. 11.17

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12"

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12"

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12" DIA. PIPE

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8" D.I.

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ST. MH FR. 11.83 INV 8.53 W.L. 3.08

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16' PUBLIC ALLEY

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16' PUBLIC ALLEY

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Cleanout FR. 13.07 INV. 2.87

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Cleanout FR. 12.97 Sump 9.97 INV 4.22 S INV 3.87 NE

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8" Clay

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( A S P H A L T P A V E D )

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66' PUBLIC RIGHT-OF-WAY

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28th Street

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mh

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10" TREE

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8" CITY WATERMAIN (PER RECORD DRAWINGS)

K-3260-3BALLADSINKSSTAINLESS STEEL

PP

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SHERIDAN ELEMENTARY

SCHOOL ANNEX

FFE = 13.76 CCD

6" S

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9

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7

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1

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7

1

3

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1

0

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9

1

2

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7

6

1

2

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4

4

1

3

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0

4

1

2

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2

9

1

2

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7

2

1

3

.

0

6

1

2

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9

1

1

2

.

7

4

1

2

.

2

5

1

2

.

9

4

1

2

.

3

0

1

2

.

6

0

1

2

.

9

4

1

2

.

6

3

1

2

.

5

4

1

2

.

4

5

1

2

.

8

8

1

2

.

5

2

1

2

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2

7

1

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9

5

1

2

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5

8

1

2

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1

8

SITE BENCHMARK #1

WEST FLANGE BOLT

ON FIRE HYDRANT

ELEV 14.298

DS

DS

DS

DS

DS

1

3

.

2

0

1

3

.

4

0

1

3

.

3

0

E

G

Valve Vault

Top 12.76

Bolt 6.96

6" Clay

6"

Cla

y

1

3

.

0

9

19.74'

WAT. MH

FR. 12.36

3-Story

Brick Building



1-Story

Brick Building

F.F.E.=13.49

E

17.67'

6.74'

5

.

2

5

'

5

.

3

0

'

11.23'

10.34'

28.16'

8.05'

1.73'

7.54'

1.73'

8.03'

25.35'

3.54'

3.12'

29.07'

11.36'

1.02'

3.09'

47.34'

2.76'

2.75'

104.41'

27.87'

18.61' 6.00'

11.91'

69.62'

47.39'

18.68'

10.39'

70.67'

23.72'

5.82'

7

.

2

0

'

7

.

2

0

'

155.48'

49.73'

59.05'

62.00'

WAT. MH

FR. 12.05

Valve 9.75

Att

Building

T.F.=

13.36

Building

Building

Gate

FIRE ALARM

BOX ON LIGHT

POLE

FENCE END

1.11' W & 1.20' N

BUILDING COR.

0.17' W & 89.92' N

BUILDING COR.

0.06' W & 20.45' S

Flag

Pole

COLUMN COR.

0.15' W & 0.02' N

BUILDING COR.

4.18' E & 1.83' S

BUILDING COR.

3.09' E

BUILDING COR.

2.94' E

BUILDING COR.

2.64' E & 0.49' N

BLDG. COR.

2.18' N &

1.45' W

G R A S S

G R A S S

G R

A

S

S

G R

A

S

S

CO

NC

. C

UR

B

CO

NC

. C

UR

B

CONC. CURB

6'

3' WIDE

DOOR

FF=13.49

5' WIDE

DOOR

FF=13.97

6' WIDE

DOOR

FF=13.70

6' WIDE

DOOR

FF=13.76

10.39' WIDE

DOOR FF=13.45

10.34' WIDE

DOOR

FF=13.58

DS

T

WVV-1

RIM ME ±12.25

STM CB-8

RIM 12.42

STM CB-15

RIM 12.47

STM MH-12

RIM 13.61

COMB MH-19

RIM 13.14

INV 7.76 N (10")

INV 7.38 E (10")

INV 6.00 (12")

INV N 7.68 (8")

INV E 5.73 (12")

INV W 4.56 (12")

INV 6.54 (12")

INV S 6.21 (4")

INV N/E 4.31 (8")

LV

STM CB-6

RIM 12.13

INV 7.86 (8")

STM CB-14

RIM 12.78

INV 6.21 (12")

STM MH-13

RIM 13.06

INV 6.33 (12")

STM CB-1

RIM 12.10

INV 8.33 (8")

STM CB-4

RIM 12.14

INV E 7.70 (8")

INV W 7.70 (10")

INV N 7.45 (12")

STM TD-3

RIM VARIES

INV 7.95 (8")

STM CB-2

RIM 12.15

INV W 7.92 (8")

INV E 7.92 (10")

AR13.15

STM CB-11

RIM 13.03

INV NW 8.24 (10")

INV SW,E 6.83 (12")

8

2

L

F

-

8

"

D

I

P

@

0

.

6

%

STM RSR-9

RIM 12.89

COMB DROP MH-25

RIM 13.15

INV SE ±8.58 (8")

INV E,W ±2.30 (6")

STM MH-23

RIM 13.05

INV S 5.10 (8")

INV N 3.10 (8")

MH-24

RIM ±13.58

INV ±10.60 NE (8")

INV ±10.38 W (8")

INV ±7.98 S (10")

STM CO-17

RIM 12.76

INV SW 7.73(8")

STM TD-16

RIM VARIES

INV 7.94 (8")

STM CB-18

W/3" VRTX REST

AND HALF TRAP

RIM 12.47

STM DS-21

RIM 13.76

INV 5.63 (6")

CO-10

RIM 13.61

INV 8.43 (10")

DS

STM CO-22

RIM 13.11

INV 5.19 (6")

STM RSR-7

RIM 13.10

W

W

PROVIDE INLET

PROTECTION AT ALL OPEN

GRATE STRUCTURES (TYP)

STABILIZED CONSTRUCTION

ENTRANCE (TYP)

SILT FENCE

PROVIDE INLET PROTECTION AT ALL

OPEN GRATE STRUCTURES (TYP)

PROVIDE INLET PROTECTION AT ALL

OPEN GRATE STRUCTURES (TYP)

PROVIDE INLET

PROTECTION AT ALL OPEN

GRATE STRUCTURES (TYP)

UPON INSTALLATION OF THE

BIOINFILTRATION SECTION OR ANY

PORTION THEREOF, CONTRACTOR TO

PROHIBIT THE MIGRATION OF

CONSTRUCTION DEBRIS AND SEDIMENT

FROM CONTAMINATING THE DRAINAGE

STONE. NO STOCKPILING OF MATERIAL

MAY OCCUR ON ANY PORTION

OF THE SYSTEM. (TYP)

4

C31

4

C31

4" SANITARY

SERVICE

INV 6.61

10" STORM SERVICE

INV 8.50

Demolition

Scale: 1 inch = ft.

0 20' 40'10'20'

20

N

LEGEND:

PROPERTY LINE

LIMITS OF WORK

FURNISH AND INSTALL

INLET/CATCH BASIN FILTER

SILT FENCE

STABILIZED CONSTRUCTION

ENTRANCE

BUILDING

STORM SEWER

SANITARY SEWER

COMBINED SEWER

PERFORATED PIPE

PRECAST DETENTION VAULT

INFILTRATION BMP

RESTRICTOR (REST)

ACCESS RISER (AR)

CLOSED GRATE

TRENCH DRAIN

CATCH BASIN (CB)

MANHOLE (MH)

ACCESS RISER (AR)

OPEN GRATE

ELECTRIC SERVICE

ISSUANCE

CH

ICA

GO

PU

BLI

C S

CH

OO

LS

CIT

Y O

F C

HIC

AG

O, M

AY

OR

RA

HM

EM

AN

UE

L


1

2


P: 312-427-4702 n F: 312-427-6611

SHEET

TITLE:

SCALE: AS NOTED

3

4

5

6

7

8


SHEET TITLE

C1.0


PLOT DATE.: 8/11/17

SH

ER

IDA

N E

LEM

EN

TA

RY

SC

HO

OL

AN

NE

X

533

W. 2

7TH

ST

CH

ICA

GO

, IL

6061

6






100% PROGRESS 05-11-17

PERMIT 06-12-17


BID SET 06-15-17

PERMIT SET 06-22-17

BID SET 08-11-17


EROSION ANDSEDIMENTATIONCONTROL PLAN

C31

STAINLESS STEEL

LOCKING BAND

GALVANIZED STEEL FRAME

LIFT HANDLES

OVERFLOW FEATURE

GEOTEXTILE FILTER BAG

WITH REINFORCED POLYESTER OUTER MESH

NOTE:

TEMPORARY INLET SEDIMENT FILTER TO BE INSTALLED ON

ALL CATCH BASINS AND STORM INLETS.

SCALE:

FILTER BASKET

NTS

3

3" M

IN

3" M

IN

14' MIN

SECTION A-A

3 UNITS @ 6'-7" ~ 9'-19" +

SECTION B-B

12" M

IN

A

A

SIDE ELEVATION

3'

L = 30' MIN

8" M

IN

B

B

10' M

IN

L = 30' MIN

14'

MIN

*

PLAN VIEW

10' MIN

NOTES:

1. FILTER FABRIC SHALL MEET THE REQUIREMENTS OF MATERIAL

SPECIFICATION 592 GEOTEXTILE, TABLE I OR 2, CLASS I, II OR IV

AND SHALL BE PLACED OVER THE CLEARED AREA PRIOR TO THE

PLACING OF ROCK.

2. ROCK OR RECLAIMED CONCRETE SHALL MEET ONE OF THE

FOLLOWING IDOT COARSE AGGREGATE GRADATION, CA-1, CA-2,

CA-3 OR CA-4 AND BE PLACED ACCORDING TO CONSTRUCTION

SPECIFICATION 25 ROCKFILL USING PLACEMENT METHOD 1 AND

CLASS III COMPACTION.

3. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING

SHALL BE CONSTRUCTED ACCORDING TO MANUFACTURERS

SPECIFICATIONS.

4. WASH RACKS SHALL BE INSTALLED ACCORDING TO THE

MANUFACTURER'S SPECIFICATIONS.

5. WASH RACKS SHALL BE CONSTRUCTED OF REINFORCED P.C.C.

IN ACCORDANCE

WITH PROJECTED DAILY TRUCK LOAD.

6. WATER SOURCE MUST BE PROVIDED NEAR WASH RACK FOR

CLEANING, AND 6. POSITIVE DRAINAIGE AWAY FROM ENTRANCE

TO SEDIMENT TRAPPING DEVICE MUST BE PROVIDED.

7. CONTRACTOR TO COORDINATE LOCATION OF CONSTRUCTION

ENTRANCE WITH CPS/OWNER'S REPRESENTATIVE PRIOR TO

CONSTRUCTION

DRAIN SPACE (WITH

REMOVABLE LINER FOR

ACCESS TO FALLEN

MATERIAL)

REINFORCED CONCRETE

FILTER FABRIC

POSITIVE DRAINAGE TO

SEDIMENT TRAPPING DEVICE.

* MUST EXTEND FULL WIDTH OF

INGRESS AND EGRESS OPERATION.

COARSE AGGREGATE

EXISTING

PAVEMENT

WASH RACK

EXISTING

GROUND

EXISTING GROUND

FILTER FABRIC

MOUNTABLE BERM

(OPTIONAL)

EXISTING

PAVEMENT

5:1 SLOPE

10'

MIN

SCALE:

CONSTRUCTION ENTRANCE

NTS

2

STEP 1

STEP 2

STEP 3

DIR

EC

TIO

N O

F F

LO

W

FABRIC ANCHOR DETAIL

NOTES:

1. TEMPORARY SEDIMENT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING

OPERATIONS IN THE AREA THAT IS TO BE PROTECTED. THE FENCE SHALL BE

MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD AND REMOVED IN

CONJUNCTION WITH THE FINAL GRADING AND SITE STABILIZATION.

2. FENCE POSTS SHALL BE EITHER STANDARD STEEL POST OR WOOD POST

WITH A MINIMUM CROSS-SECTIONAL AREA OF 3.0 SQ. IN.

3. AT FABRIC JOINTS PLACE THE END POST OF THE SECOND FENCE INSIDE THE

END POST OF THE FIRST FENCE. ROTATE BOTH POST LEAST 180 DEGREES IN

A CLOCKWISE DIRECTION TO CRETE A TIGHT SEAL WITH THE FABRIC

MATERIAL.

4. DRIVE BOTH POSTS A MINIMUM OF 18 INCHES INTO THE GROUND AND BURY

THE FLAP.

5. PLACE POST 5' O.C.

6. FASTEN NO. 10 GAGE WIRE (MIN) 4 TIME PER POST

INSTALLATION AT FABRIC JOINTS

2'-0"

1'-6"

MIN

GRADE

COMPACTED BACKFILL

EMBED FILTER FABRIC

6" DEEP AND 6" BEYOND

SILT FENCE LINE

POST

FILTER FABRIC

FILTER FABRIC (TYP)

POSTS AT ADJOINING FABRIC ROLLS

SCALE:

SILT FENCE

NTS

4

SCALE:

EROSION CONTROL PLAN

1" = 20'

1

1

1

1


of 47

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Normal Avenue

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S

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mh

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San. MH FR. 13.03 INV. 2.43

AutoCAD SHX Text

ST. INLET FR. 11.41

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ST. INLET FR. 12.34

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ST. INLET FR. 11.62

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ST. MH FR. 12.76

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ST. MH FR. 12.90 INV 3.45

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ST. MH FR. 12.05

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ST. MH FR. 12.99 INV 1.59

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ST. MH FR. 12.29 INV 7.39 W.L. 3.49

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ST. MH FR. 12.86

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ST. MH FR. 12.06 INV 10.06 W.L. 3.03

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ST. INLET FR. 11.97

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ST. INLET FR. 11.48

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ST. INLET FR. 11.73

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ST. INLET FR. 11.17

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12"

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8" D.I.

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PP

PP

SHERIDAN ELEMENTARY

SCHOOL ANNEX

FFE = 13.76 CCD

6" S

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1

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2

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1

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1

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2

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1

1

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8

1

1

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1

1

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1

1

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5

1

1

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2

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1

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8

1

1

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0

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1

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1

1

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1

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2

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9

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2

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0

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31

3

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1

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1

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0

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1

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2

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1

2

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1

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0

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7

1

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9

1

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4

1

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4

0

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1

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7

1

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6

1

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0

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1

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0

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1

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1

8

1

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1

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0

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0

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0

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2

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0

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1

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1

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8

SITE BENCHMARK #1

WEST FLANGE BOLT

ON FIRE HYDRANT

ELEV 14.298

DS

DS

DS

DS

DS

1

3

.

2

0

1

3

.

4

0

1

3

.

3

0

E

G

Valve Vault

Top 12.76

Bolt 6.96

6" Clay

6"

Cla

y

1

3

.

0

9

19.74'

WAT. MH

FR. 12.36

3-Story

Brick Building



1-Story

Brick Building

F.F.E.=13.49

E

17.67'

6.74'

5

.

2

5

'

5

.

3

0

'

11.23'

10.34'

28.16'

8.05'

1.73'

7.54'

1.73'

8.03'

25.35'

3.54'

3.12'

29.07'

11.36'

1.02'

3.09'

47.34'

2.76'

2.75'

104.41'

27.87'

18.61' 6.00'

11.91'

69.62'

47.39'

18.68'

10.39'

70.67'

23.72'

5.82'

7

.

2

0

'

7

.

2

0

'

155.48'

49.73'

59.05'

62.00'

WAT. MH

FR. 12.05

Valve 9.75

Att

Building

T.F.=

13.36

Building

Building

Ga

te

FIRE ALARM

BOX ON LIGHT

POLE

Flag

Pole

G R A S S

G R A S S

G R

A

S

S

G R

A

S

S

CO

NC

. C

UR

B

CO

NC

. C

UR

B

CONC. CURB

6'

3' WIDE

DOOR

FF=13.49

5' WIDE

DOOR

FF=13.97

6' WIDE

DOOR

FF=13.70

6' WIDE

DOOR

FF=13.76

10.39' WIDE

DOOR FF=13.45

10.34' WIDE

DOOR

FF=13.58

DS



T

WVV-1

RIM ME ±12.25

30 LF - 4" DIP @ 1.33%

44 LF - 8" DIP @ 0.60%

67 LF - 12" DIP @ 0.40%

STM CB-8

RIM 12.42

STM CB-15

RIM 12.47

STM MH-12

RIM 13.61

COMB MH-19

RIM 13.14

INV 7.76 N (10")

INV 7.38 E (10")

INV 6.00 (12")

INV N 7.68 (8")

INV E 5.73 (12")

INV W 4.56 (12")

INV 6.54 (12")

INV S 6.21 (4")

INV N/E 4.31 (8")

LV

STM CB-6

RIM 12.13

58 LF - 12" PERF PVC SDR 26

@ 0.50% MIN.

INV 7.86 (8")

28 LF - 12" DIP

@ 0.40%

5

4

L

F

- 1

2

" D

IP

@

0

.4

0

%

STM CB-14

RIM 12.78

INV 6.21 (12")

STM MH-13

RIM 13.06

INV 6.33 (12")

5

4

L

F

-

1

2

"

D

I

P

@

0

.

4

0

%

24 LF - 12" DIP

@ 0.60%

42 LF - 8" DIP @ 0.60%

35 LF - 8" DIP

@ 0.60%

26 LF - 10" DIP

@ 1.00%

STM CB-1

RIM 12.10

INV 8.33 (8")

STM CB-4

RIM 12.14

INV E 7.70 (8")

INV W 7.70 (10")

INV N 7.45 (12")

STM TD-3

RIM VARIES

INV 7.95 (8")

STM CB-2

RIM 12.15

INV W 7.92 (8")

INV E 7.92 (10")

41 LF - 8" D

IP @ 0.60%

37 LF - 10" DIP

@ 0.60%

69 LF - 8" D

IP @ 0.60%

AR13.15

42 LF - 12" DIP

@ 0.40%

STM CB-11

RIM 13.03

INV NW 8.24 (10")

INV SW,E 6.83 (12")

8

2

L

F

-

8

"

D

I

P

@

0

.

6

%

STM RSR-9

RIM 12.89

COMB DROP MH-25

RIM 13.15

INV SE ±8.58 (8")

INV E,W ±2.30 (6")

17 LF - 8" DIP

@ 0.60%

37 LF - 10" DIP

@ 0.60%

53 LF - 6" DIP @ 1.00%

16 LF - 6" DIP @ 1.00%

STM MH-23

RIM 13.05

INV S 5.10 (8")

INV N 3.10 (8")

MH-24

RIM ±13.58

INV ±10.60 NE (8")

INV ±10.38 W (8")

INV ±7.98 S (10")

19 LF - 8" DIP

@ 0.60%

STM CO-17

RIM 12.76

INV SW 7.73(8")

8 LF - 8" DIP

@0.60%

STM TD-16

RIM VARIES

INV 7.94 (8")

STM CB-18

W/3" VRTX REST

AND HALF TRAP

RIM 12.47

STM DS-21

RIM 13.76

INV 5.63 (6")

INV=7.00

INV=7.37

INV=7.31

CO-10

RIM 13.61

INV 8.43 (10")

DS

STM CO-22

RIM 13.11

INV 5.19 (6")

STM RSR-7

RIM 13.10

5 LF - 10" DIP

@ 0.60%

INV=7.35

W

W

4" SANITARY

SERVICE

INV 6.61

8" COMBINED WATER

SERVICE, PROVIDE 5'

MIN COVER

GAS SERVICE

SEE MEP PLANS

10" STORM SERVICE

INV 8.50

CONNECT TO 12" CITY OF CHICAGO

SEWER MAIN PER CDWM REQUIREMENTS

INV (8") 4.05 CCD

INV (12") ± 2.55 CCD

CONNECT TO 8" CITY OF

CHICAGO WATER MAIN PER

CDWM REQUIREMENTS

CONNECT TO GAS MAIN

PER PEOPLES GAS

REQUIREMENTS

RESTORE STREET PAVEMENT, CURB AND GUTTER, AND

CONCRETE WALK PER CITY OF CHICAGO STANDARDS,

AS REQUIRED FOR UTILITY CONSTRUCTION (TYP)

PROVIDE ELECTRIC SERVICE

FROM EXISTING POLE.

COORDINATE WITH COMED AND

ELECTRICAL ENGINEERING PLANS

AGGREGATE BIOINFILTRATION

TRENCH

20.0' W X 3.6' D X 49.0' L

12" COVER MINIMUM

INV 6.64 CCD

REFER TO ARCHITECTURAL

PLANS FOR CONNECTION TO

PROPOSED SWITCHBOARD

11,510 CF PRECAST CONCRETE

STORMWATER DETENTION TANK

±37.0' W X ±4.17' D X ±84.0' L

12" COVER MINIMUM

INV 7.00 CCD

T/TANK INTERIOR 11.17 CCD

EXISTING DOWNSPOUT TO BE

ROUTED TO MH-23. CONTRACTOR

TO VERIFY INVERT ELEVATION.


ROUTED TO MH-23. CONTRACTOR

TO VERIFY INVERT ELEVATION.

TELEVISE EXISTING

SEWER PRIOR TO

AND FOLLOWING

CONSTRUCTION PER

NOTE 5.

TELEVISE EXISTING SEWER PRIOR TO

AND FOLLOWING CONSTRUCTION PER

NOTE 4.

INSTALL NEW MANHOLE, MATCH EXISTING INVERT.

CONFIRM INVERT ELEVATIONS AND NOTIFY ENGINEER

OF ANY DISCREPANCIES


ROUTED TO MH-24. CONTRACTOR TO

ADJUST INVERT ELEVATION TO ±10.72.

REMOVE AND REPLACE CONCRETE

PAVEMENT AS NECESSARY FOR

INSTALLATION OF NEW MANHOLE AND

STORM SEWER PIPING.

6

C51


ROUTED TO COMB DROP MH-25.

CONTRACTOR TO VERIFY

INVERT ELEVATION

BLIND CONNECTION

2

C52

APPROXIMATE LOCATION OF 2' ELECTRICAL DUCT

BANK. REFER TO ARCHITECTURAL PLANS

CROSSING

BOT (STORM) = 5.68

TOP (WATER) = 4.18

CROSSING

BOT (WATER) = 7.29

TOP (EX. STORM) = ±3.06

280LF

3

4

" K COPPER TO

FEED LAWN HYDRANTS

LEGEND:

PROPERTY LINE

LIMITS OF WORK

BUILDING

Demolition

Scale: 1 inch = ft.

0 20' 40'10'20'

20

N

RESTORE PER CITY

REQUIREMENTS. AREA SHOWN

SCHEMATIC ONLY.

STORM SEWER

SANITARY SEWER

COMBINED SEWER

WATER SERVICE

GAS SERVICE

PERFORATED PIPE

PRECAST DETENTION VAULT

INFILTRATION BMP

CATCH BASIN (CB)

MANHOLE (MH)

AREA DRAIN (AD)

CLEAN OUT (CO)

RESTRICTOR (REST)

ELECTRIC SERVICE

OUTLINE OF MAT FOUNDATION.

1. CONTRACTOR TO COORDINATE NEW UTILITY POLE

WITH UTILITY COMPANIES AND ELECTRICAL

ENGINEERING PLANS AS REQUIRED.

2. CONTRACTOR SHALL VERIFY TREE HEIGHT

BEFORE UTILITY POLE INSTALLATION, AND

REROUTE UTILITY WIRES AS NECESSARY TO

PROTECT EXISTING TREE.

3. COORDINATE INSTALLATION OF NEW

TRANSFORMER WITH REMOVAL OF EXISTING

TRANSFORMER TO ENSURE A SMOOTH

TRANSITION. COORDINATE WITH ELECTRICAL

ENGINEERING PLANS AND OWNER.

4. TELEVISE ± 39 LF EXISTING 8" SEWER PIPE FROM

MH-23 TO CONNECTION IN 27TH STREET PRIOR TO

AND FOLLOWING CONSTRUCTION IN THE

PRESENCE OF THE SEWER INSPECTOR.

5. TELEVISE ± 62 LF EXISTING 8" SEWER PIPE FROM

MH-25 TO CONNECTION IN WALLACE STREET

PRIOR TO AND FOLLOWING CONSTRUCTION IN THE

PRESENCE OF THE SEWER INSPECTOR.

6. ALL EXISTING STORM SEWERS AND STRUCTURES

SHALL BE CHECKED AND CLEANED AS

NECESSARY.

GENERAL NOTES:

1. PRECAST CONCRETE VAULT SHALL BE DESIGNED

FOR AASHTO HS-20 LOADING

2. INSTALL PRECAST CONCRETE VAULT PER

MANUFACTURE'S REQUIREMENTS.

3. REFER TO GRADING PLAN FOR SURFACE

ELEVATIONS.

4. INSTALL REINFORCEMENT FOR CONCRETE

FOUNDATION PER MANUFACTURE'S REQUIREMENT.

5. FOUNDATION CONTROL JOINTS TO BE LOCATED AT

CENTER OF UNIT.

6. FOUNDATION TO HAVE A MINIMUM 1'-0" OVERHANG

BEYOND EXTERNAL FACE OF VAULT.

7. ACCESS RISERS TO BE 2'-0" IN DIAMETER.

8. INSTALL ACCESS RISERS PER DETENTION VAULT

PER MANUFACTURE'S REQUIREMENTS.

9. SYSTEM TO BE WATER TIGHT. PROVIDE 1.5'H X

1.0'W REINFORCED CONCRETE COLLAR PER

MANUFACTURER REQUIREMENTS.

10. HWL = 11.17.

11. SUBGRADE UNDER PAVEMENTS AND

STORMWATER MANAGEMENT FACILITIES TO BE

CA-6, INSTALLED PER GEO-TECHNICAL

REQUIREMENTS.

PRECAST CONCRETE DETENTION TANK NOTES:

ACCESS RISER (AR)

CLOSED GRATE

TRENCH DRAIN

LV

WATER LINE VALVE (WLV)

ACCESS RISER (AR)

OPEN GRATE

OUTLINE OF MAT FOUNDATION.

SEE STRUCTURAL DRAWINGS

FOR DETAILS

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SHEET

TITLE:

SCALE: AS NOTED

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SHEET TITLE

C1.0


PLOT DATE.: 8/11/17

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533

W. 2

7TH

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GO

, IL

6061

6






100% PROGRESS 05-11-17

PERMIT 06-12-17


BID SET 06-15-17

PERMIT SET 06-22-17

BID SET 08-11-17


C40

SITE UTILITY PLAN

1

1

1

1

1


of 47

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PP

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PP

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18" TREE

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2- 10" TREE

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27th Street

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Wallace Street

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Normal Avenue

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S

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mh

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San. MH FR. 13.03 INV. 2.43

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ST. INLET FR. 11.41

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ST. INLET FR. 12.34

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ST. INLET FR. 11.62

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ST. INLET FR. 11.57

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ST. INLET FR. 13.21

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ST. MH FR. 12.76

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ST. MH FR. 12.90 INV 3.45

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ST. MH FR. 12.05

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ST. MH FR. 12.99 INV 1.59

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ST. MH FR. 12.29 INV 7.39 W.L. 3.49

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ST. MH FR. 12.86

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ST. MH FR. 12.06 INV 10.06 W.L. 3.03

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ST. MH FR. 12.67

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ST. INLET FR. 11.97

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ST. INLET FR. 11.48

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ST. INLET FR. 11.73

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ST. INLET FR. 11.17

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12"

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12"

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12" DIA. PIPE

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mh

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8" D.I.

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ST. MH FR. 11.83 INV 8.53 W.L. 3.08

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12"

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8"

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16' PUBLIC ALLEY

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16' PUBLIC ALLEY

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8"

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8" Clay

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28th Street

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mh

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10" TREE

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CLASSROOM102

CLASSROOM103

CLASSROOM104

CLASSROOM105

CLASSROOM106

CLASSROOM107

CLASSROOM108

LIBRARY109

OFFICE

TEACHER'SRESTROOM

OFFICEPRINCIPAL

T

STAIR 2

STAIR 1

EXISTINGCORRIDOR

01A

STAIR 3

DN

EXISTINGCORRIDOR

01A

UP

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P: 312-427-4702 n F: 312-427-6611

SHEET

TITLE:

SCALE: AS NOTED

3

4

5

6

7

8


1/32" = 1'-0"

0'-0" 16'-0" 32'-0" 64'-0"32'-0"

1/16" = 1'-0"

0'-0" 8'-0" 16'-0" 32'-0"16'-0"

1/8" = 1'-0"

0'-0" 4'-0" 8'-0" 16'-0"8'-0"

1/4" = 1'-0"

0'-0" 2'-0" 4'-0" 8'-0"4'-0"

1/2" = 1'-0"

0'-0" 1'-0" 2'-0" 4'-0"2'-0"

1" = 1'-0"

0'-0" 0'-6" 1'-0" 2'-0"1'-0"

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

0'-6" 1'-0" 2'-0"0'-0"

3" = 1'-0"

0'-3" 0'-6" 1'-0"0'-0" 0'-9"

6" = 1'-0"

0'-1-1/2" 0'-3" 0'-6"0'-0" 0'-4-1/2"

AGUSTIN GOMEZ-LEAL


ILLINOIS


533

W. 2

7TH

ST

CH

ICA

GO

, IL

6061

6

07-30-17

06-22-17

08-11-17

08-30-17

-

-

-

-

-

PERMIT SET

BID SET

ADDENDUM #1

-

-

-

-

-

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N E

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STATE OF I LL INOI S

LICENSED

PROFESSIONAL ENGINEER

Expires: 11/30/17Date: 08/29/17

EXISTINGELECTRICAL SITEPLAN

ES01

N 01 EXISTING ELECTRICAL SITE PLAN SCALE: 3/32" = 1'-0"


of 47

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APPROXIMATE LOCATION OF EXISTING UTILITY POLE

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EXISTING TRANSFORMER TO BE REMOVED BY UTILITY. CONTRACTOR SHALL REMOVE CONCRETE PAD

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CCTV

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EXISTING CAMERA AND ALL ASSOCIATED CONDUIT AND CONDUCTORS TO BE RELOCATED. COORDINATE DISCONNECTION WITH HENRY GONZALES OF CPS SAFETY AND SECURITY 773.580.4559 PRIOR TO REMOVAL.

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1

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062-063897

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MICHAEL GLEASON

GYM/MULTIPURPOSE

ROOM

CLASSROOM301

CLASSROOM304

CLASSROOM305

CLASSROOM306

CLASSROOM307

CLASSROOM309

CLASSROOM308

OFFICE310

GYMOFFICE

MDF311

DN

UP

STAIRS2

STAIRS1

STAIRS3

STAGE

EXISTINGCORRIDOR

03A

CLOSET

ISSUANCE

CH

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P: 312-427-4702 n F: 312-427-6611

SHEET

TITLE:

SCALE: AS NOTED

3

4

5

6

7

8


1/32" = 1'-0"

0'-0" 16'-0" 32'-0" 64'-0"32'-0"

1/16" = 1'-0"

0'-0" 8'-0" 16'-0" 32'-0"16'-0"

1/8" = 1'-0"

0'-0" 4'-0" 8'-0" 16'-0"8'-0"

1/4" = 1'-0"

0'-0" 2'-0" 4'-0" 8'-0"4'-0"

1/2" = 1'-0"

0'-0" 1'-0" 2'-0" 4'-0"2'-0"

1" = 1'-0"

0'-0" 0'-6" 1'-0" 2'-0"1'-0"

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

0'-6" 1'-0" 2'-0"0'-0"

3" = 1'-0"

0'-3" 0'-6" 1'-0"0'-0" 0'-9"

6" = 1'-0"

0'-1-1/2" 0'-3" 0'-6"0'-0" 0'-4-1/2"

AGUSTIN GOMEZ-LEAL


ILLINOIS


533

W. 2

7TH

ST

CH

ICA

GO

, IL

6061

6

07-30-17

06-22-17

08-11-17

08-30-17

-

-

-

-

-

PERMIT SET

BID SET

ADDENDUM #1

-

-

-

-

-

SH

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IDA

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SC

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LICENSED


Expires: 11/30/17Date: 08/29/17

ELECTRICAL SITEPLAN

ES02

N 01 ELECTRICAL SITE PLAN SCALE: 3/32" = 1'-0"


of 47

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APPROXIMATE LOCATION OF EXISTING UTILITY POLE

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NEW UTILITY TRANSFORMER

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CONCRETE PAD PROVIDED BY CONTRACTOR

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CONTRACTOR TO VERIFY EXISTING "SPARE" CONDUIT/CONDUCTORS ON UTILITY POLE. IF EXISTING IS NOT A SPARE SET OF CONDUCTORS, CONTRACTOR SHALL PROVIDE SPARE CONDUIT/CONDUCTORS ON POLE FOR FUTURE USE. COORDINATE REQUIREMENTS WITH UTILITY.

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1

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1

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062-063897

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MICHAEL GLEASON

GYMNASIUM122

ELEV

4 HR RATEDVESTIBULE

121

ELEVLOBBY

124

ELEVMACHINE RM

123

MECHANICAL/WATERHEATER ROOM

128A

OFFICE122D

GYMSTORAGE

122A


NORTHVESTIBULE

121A

UNISEXTOILET

125

CLASSROOMSTORAGE

120A

FIRE PUMPROOM128B

STEMCLASSROOM

120

ELEVATORCORRIDOR

01B

ELEVATORVESTIBULE

01C

BOYSROOM

126

GIRLSROOM

127

KINDERTOILET107A

ELECTRICALROOM122C

CORRIDOR122E

CORRIDOR01A

SOUTHVESTIBULE

121B

CLASSROOM102

CLASSROOM103

CLASSROOM104

CLASSROOM105

CLASSROOM106

CLASSROOM107

CLASSROOM108

LIBRARY109

OFFICE

TEACHER'SRESTROOM

OFFICEPRINCIPAL

T

STAIR 2

STAIR 1

EXISTINGCORRIDOR

01A

STAIR 3

DN

EXISTINGCORRIDOR

01A

UP

A EB D F

4

5

3

1

2

C.5 D.5 GC

3.1

4.9

ISSUANCE

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P: 312-427-4702 n F: 312-427-6611

SHEET

TITLE:

SCALE: AS NOTED

3

4

5

6

7

8


1/32" = 1'-0"

0'-0" 16'-0" 32'-0" 64'-0"32'-0"

1/16" = 1'-0"

0'-0" 8'-0" 16'-0" 32'-0"16'-0"

1/8" = 1'-0"

0'-0" 4'-0" 8'-0" 16'-0"8'-0"

1/4" = 1'-0"

0'-0" 2'-0" 4'-0" 8'-0"4'-0"

1/2" = 1'-0"

0'-0" 1'-0" 2'-0" 4'-0"2'-0"

1" = 1'-0"

0'-0" 0'-6" 1'-0" 2'-0"1'-0"

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

0'-6" 1'-0" 2'-0"0'-0"

3" = 1'-0"

0'-3" 0'-6" 1'-0"0'-0" 0'-9"

6" = 1'-0"

0'-1-1/2" 0'-3" 0'-6"0'-0" 0'-4-1/2"

AGUSTIN GOMEZ-LEAL


ILLINOIS


533

W. 2

7TH

ST

CH

ICA

GO

, IL

6061

6

07-30-17

06-22-17

08-11-17

08-30-17

-

-

-

-

-

PERMIT SET

BID SET

ADDENDUM #1

-

-

-

-

-

SH

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IDA

N E

LEM

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SC

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LICENSED


Expires: 11/30/17Date: 08/29/17

FIRST FLOORELECTRICALPOWER PLAN

EP01

N 01 FIRST FLOOR ELECTRICAL POWER PLANSCALE: 1/8" = 1'-0"


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NEW UTILITY TRANSFORMER

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FAA

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REFER TO DWG. EP00 FOR CONTINUATION

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EXISTING FIRE ALARM ANNUNCIATOR PANEL

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NEW 1200A FEEDER CONDUITS AND CONDUCTORS

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REFER TO ONE-LINE FOR ADDITIONAL INFORMATION

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#1

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062-063897

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MICHAEL GLEASON

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GENERAL POWER NOTES 1. ALL WORK MUST COMPLY WITH CEC, NFPA, LIFE SAFETY AND LOCAL ALL WORK MUST COMPLY WITH CEC, NFPA, LIFE SAFETY AND LOCAL APPLICABLE CODES. 2. ALL CONDUIT SHALL BE 3/4" EMT, MINIMUM. ALL CONDUIT SHALL BE 3/4" EMT, MINIMUM. 3. ALL WIRE SHALL BE MINIMUM OF #12 THHN COPPER. ALL WIRE SHALL BE MINIMUM OF #12 THHN COPPER. 4. SEE ARCHITECTURAL DRAWINGS/ELEVATIONS FOR EXACT LOCATIONS OF ALL SEE ARCHITECTURAL DRAWINGS/ELEVATIONS FOR EXACT LOCATIONS OF ALL RECEPTACLES AND DEVICES. 5. ALL BRANCH CIRCUIT CONDUCTORS FROM THE PANELBOARD(S) TO THE FIRST ALL BRANCH CIRCUIT CONDUCTORS FROM THE PANELBOARD(S) TO THE FIRST OUTLET SHALL BE INCREASED TO THE NEXT LARGER SIZE WHERE THE LENGTH OF THE HOME RUN EXCEEDS 100'-0" ON 120/208V CIRCUITS. 6. POWER AND DATA WALL OUTLETS/J-BOXES MUST BE PROPERLY ALIGNED POWER AND DATA WALL OUTLETS/J-BOXES MUST BE PROPERLY ALIGNED BETWEEN STUDS USING CADDY BRACKET OR APPROVED EQUAL WITH SPACING FOR (3) 4x4 J-BOXES. 7. ALL LOW VOLTAGE WIRING SHALL BE INSTALLED IN CONDUIT (EMT) IN ALL LOW VOLTAGE WIRING SHALL BE INSTALLED IN CONDUIT (EMT) IN CONCEALED SPACES (WALLS AND INACCESSIBLE CEILINGS). 8. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL MECHANICAL EQUIPMENT WITH THE MECHANICAL CONTRACTOR. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF ALL MECHANICAL EQUIPMENT. 9. ALL NORMAL POWER CIRCUITS SHALL BE FED FROM PANEL 'RPA' U.O.N. ALL NORMAL POWER CIRCUITS SHALL BE FED FROM PANEL 'RPA' U.O.N. 10. ALL ISOLATED GROUND CIRCUITS SHALL BE FED FROM PANEL 'CP1' U.O.N. ALL ISOLATED GROUND CIRCUITS SHALL BE FED FROM PANEL 'CP1' U.O.N. 11. FIRE ALARM CONTRACTOR TO RE-PROGRAM EXISTING FIRE ALARM PANEL AND FIRE ALARM CONTRACTOR TO RE-PROGRAM EXISTING FIRE ALARM PANEL AND ANNUNCIATOR AS NEEDED TO ACCOMMODATE NEW DEVICES. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING APPROVED CABLE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING APPROVED CABLE TESTS ON ALL HDMI CABLES AND PROVIDE WRITTEN RESULTS TO CPS. ALL HDMI CABLES SHALL MEET AND EXCEED INDUSTRY STANDARDS FOR HDMI CABLE PERFORMANCE (BASED ON THE HDMI SPECIFICATION VERSION OF THE SPECIFIED INSTALLED CABLE IS RATED TO). AT MINIMUM, REPORT SHALL CONTAIN PICTURE CONFIRMATION OF CONNECTIVITY BETWEEN ALL END POINTS OF HDMI OR DAT6/HDMI LOCATIONS.

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KEY NOTES INTERCEPT (3) EXISTING 3-1/2" UNDERGROUND FEEDER CONDUITS AND EXTEND TO NEW MAIN SWITCHBOARD FOR BACKFEED OF EXISTING DISTRIBUTION SWITCHBOARD. PROVIDE AN (3) NEW 3-1/2" UNDERGROUND FEEDER CONDUITS AND CONDUCTORS FROM EXISTING DISTRIBUTION SWITCHBOARD TO NEW MAIN SWITCHBOARD. REFER TO POWER DISTRIBUTION ONE-LINE FOR ADDITIONAL INFORMATION. HEAT AND SMOKE DETECTORS SHALL BE INSTALLED IN ELEVATOR PIT. SMOKE DETECTOR ALARM SHALL ACTIVATE ELEVATOR RECALL, HEAT DETECTOR ALARM SHALL ACTIVATE ELEVATOR SHUT-DOWN. PLUMBING FIXTURE SENSOR TRANSFORMER FURNISHED BY PLUMBING CONTRACTOR INSTALLED BY ELECTRICAL CONTRACTOR. E.C. SHALL CONNECT TRANSFORMER AHEAD OF ANY GFCI RECEPTACLES. PROVIDE WIRING AND CONDUIT BETWEEN TRANSFORMER AND AUTOMATIC PLUMBING FIXTURE SENSORS, TO PROVIDE A COMPLETE AND OPERATIONAL SYSTEM. TRANSFORMER SHALL BE LOCATED IN AN ACCESSIBLE LOCATION, EITHER ABOVE CEILING TILE OR BEHIND CEILING ACCESS PANEL. REFER TO PLUMBING FIXTURE SENSOR WIRING DIAGRAM FOR ADDITIONAL INFORMATION. PROVIDE AND INSTALL EATON ELEVATOR CONTROL SWITCH (OR APPROVED EQUAL). PROVIDE A 20A/120V DEDICATED CIRCUIT FOR HAND DRYER. COORDINATE MOUNTING HEIGHT WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN. MOTION DETECTOR TO BE LONG RANGE TYPE. UPGRADED MASTER INTERCOM RACK. REFER TO INTERCOM SCHEMATIC RISER DIAGRAM FOR ADDITIONAL INFORMATION. UPGRADED AIPHONE SYSTEM MASTER STATION. REFER TO AIPHONE DETAIL FOR ADDITIONAL INFORMATION. EXISTING TRANSFORMER AND ASSOCIATED PAD TO BE REMOVED COMPLETE BY UTILITY. COORDINATE ALL WORK WITH UTILITY. INTERLOCK EXHAUST FAN WITH LIGHTING CONTROLS SERVING THIS ROOM. TAMPER SWITCHES (X6), WATER FLOW INDICATOR, AND WATER MOTOR GONG FOR FIRE SPRINKLER SYSTEM. VERIFY EXACT LOCATION AND ALL ELECTRICAL REQUIREMENTS WITH FIRE PROTECTION CONTRACTOR. CONNECT TO FIRE ALARM SYSTEM. PROVIDE WATER MOTOR GONG RATED FOR OUTDOOR USE ABOVE SIAMESE CONNECTION. VERIFY LOCATION WITH SPRINKLER DRAWINGS. CONNECT TO FIRE ALARM SYSTEM. COORDINATE REMOTE TEST SWITCH LOCATION WITH THE FIRE DEPT. PROVIDE 120V POWER FOR MOTORIZED DOOR OPERATOR. COORDINATE SYSTEM REQUIREMENTS WITH DOOR HARDWARE CONSULTANT. PROVIDE BACKSTOP CONTROLLER FOR BASKETBALL HOOPS. PROVIDE KEYED SWITCH(ES) FOR MOTORIZED SHADES. REFER TO CONCENTRATOR DETAILS ON SHEET EP09. PROVIDE AND INSTALL TALK-A-PHONE AREA OF RESCUE COMMAND UNIT MODEL AOR-8. VERIFY EXACT LOCATION WITH SCHOOL PRIOR TO INSTALLATION. SEE DETAIL 1/EP11. PROVIDE POWER FOR SCOREBOARD. INTERCEPT AND EXTEND COMMUNICATIONS AND CONTROLS WIRING AS NECESSARY TO COMPLETE INSTALLATION. REFER TO MANUFACTURER'S INSTRUCTIONS. COORDINATE WITH SCHOOL FOR LOCATION OF SCOREBOARD CONTROL CENTER. CO SENSOR TO BE TIED INTO FIRE ALARM SYSTEM. UPDATE EXISTING ANNUNCIATOR PANEL TO INCLUDE ALL NEW ZONES AS REQUIRED. INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW TRANSFORMER. PROVIDE NEW CONDUCTORS FROM NEW TRANSFORMER TO EXISTING FIRE PUMP. ADD PULL BOXES OR HAND HOLES AS REQUIRED TO AID IN WIRE PULLS. ALL ELECTRICAL CONDUIT INSIDE NEW ANNEX BUILDING IS THRU GEOFOAM AND SHALL BE BACKFILLED WITH SAND AROUND CONDUIT, SEE DETAIL 2/EP11. OUTSIDE, CONDUIT DROPS DOWN UNDER GROUND AND CONTINUES IN CONCRETE AND INTERCEPTS WITH EXISTING. ALL EXISTING ELECTRICAL DEVICES AND LIGHTING SHALL BE REMOVED IN THIS AREA (IE PENDANT LIGHTS, RECESSED LIGHTS, SURFACE MOUNT LIGHTS, WALL SCONCES, SWITCHES, RECEPTACLES, ETC.). REMOVE ALL ASSOCIATED CONDUIT AND CONDUCTORS BACK TO NEAREST JUNCTION BOX AND SAFE-OFF FOR RE-USE DURING REMODEL PROVIDE AND INSTALL TALK-A-PHONE MODEL ETP-100MB EMERGENCY HANDS-FREE TWO WAY PHONE FOR RESCUE ASSISTANCE. SEE DETAIL 1/EP11. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT. CONDUIT THRU GEOFOAM IS BACKFILLED WITH SAND AROUND IT. SEE DETAIL 2/EP11.

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CLASSROOM201

CLASSROOM202

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CLASSROOM207

CLASSROOM206

WOMEN'SRESTROOM

COUNSELOROFFICE

GIRL'SRESTROOM

BOY'SRESTROOM

OFFICE

MOPCLOSET MEN'S

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DN

UP

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EXISTINGCORRIDOR

02A

GYMNASIUM


02BELEVATORVESTIBULE

02C

A EB D F

4

5

3

1

2

C.5 D.5 GC

3.1

4.9

ISSUANCE

CH

ICA

GO

PU

BLI

C S

CH

OO

LS

CIT

Y O

F C

HIC

AG

O, M

AY

OR

RA

HM

EM

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1

2


P: 312-427-4702 n F: 312-427-6611

SHEET

TITLE:

SCALE: AS NOTED

3

4

5

6

7

8


1/32" = 1'-0"

0'-0" 16'-0" 32'-0" 64'-0"32'-0"

1/16" = 1'-0"

0'-0" 8'-0" 16'-0" 32'-0"16'-0"

1/8" = 1'-0"

0'-0" 4'-0" 8'-0" 16'-0"8'-0"

1/4" = 1'-0"

0'-0" 2'-0" 4'-0" 8'-0"4'-0"

1/2" = 1'-0"

0'-0" 1'-0" 2'-0" 4'-0"2'-0"

1" = 1'-0"

0'-0" 0'-6" 1'-0" 2'-0"1'-0"

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

0'-6" 1'-0" 2'-0"0'-0"

3" = 1'-0"

0'-3" 0'-6" 1'-0"0'-0" 0'-9"

6" = 1'-0"

0'-1-1/2" 0'-3" 0'-6"0'-0" 0'-4-1/2"

AGUSTIN GOMEZ-LEAL


ILLINOIS


533

W. 2

7TH

ST

CH

ICA

GO

, IL

6061

6

07-30-17

06-22-17

08-11-17

08-30-17

-

-

-

-

-

PERMIT SET

BID SET

ADDENDUM #1

-

-

-

-

-

SH

ER

IDA

N E

LEM

EN

TA

RY

SC

HO

OL

AN

NE

X






LICENSED


Expires: 11/30/17Date: 08/29/17

SECOND FLOORELECTRICALPOWER PLAN

N 01 SECOND FLOOR ELECTRICAL POWER PLANSCALE: 1/8" = 1'-0"

EP02Date of Issue: September 1, 2017 PBC: Sheridan Elementary School Annex_C1581 - Addendum No. 1

of 47

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062-063897

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MICHAEL GLEASON

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GENERAL POWER NOTES 1. ALL WORK MUST COMPLY WITH CEC, NFPA, LIFE SAFETY AND LOCAL APPLICABLE CODES. ALL WORK MUST COMPLY WITH CEC, NFPA, LIFE SAFETY AND LOCAL APPLICABLE CODES. 2. ALL CONDUIT SHALL BE 3/4" EMT, MINIMUM. ALL CONDUIT SHALL BE 3/4" EMT, MINIMUM. 3. ALL WIRE SHALL BE MINIMUM OF #12 THHN COPPER. ALL WIRE SHALL BE MINIMUM OF #12 THHN COPPER. 4. SEE ARCHITECTURAL DRAWINGS/ELEVATIONS FOR EXACT LOCATIONS OF ALL RECEPTACLES SEE ARCHITECTURAL DRAWINGS/ELEVATIONS FOR EXACT LOCATIONS OF ALL RECEPTACLES AND DEVICES. 5. ALL BRANCH CIRCUIT CONDUCTORS FROM THE PANELBOARD(S) TO THE FIRST OUTLET ALL BRANCH CIRCUIT CONDUCTORS FROM THE PANELBOARD(S) TO THE FIRST OUTLET SHALL BE INCREASED TO THE NEXT LARGER SIZE WHERE THE LENGTH OF THE HOME RUN EXCEEDS 100'-0" ON 120/208V CIRCUITS. 6. POWER AND DATA WALL OUTLETS/J-BOXES MUST BE PROPERLY ALIGNED BETWEEN POWER AND DATA WALL OUTLETS/J-BOXES MUST BE PROPERLY ALIGNED BETWEEN STUDS USING CADDY BRACKET OR APPROVED EQUAL WITH SPACING FOR (3) 4x4 J-BOXES. 7. ALL LOW VOLTAGE WIRING SHALL BE INSTALLED IN CONDUIT (EMT) IN CONCEALED ALL LOW VOLTAGE WIRING SHALL BE INSTALLED IN CONDUIT (EMT) IN CONCEALED SPACES (WALLS AND INACCESSIBLE CEILINGS). 8. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL MECHANICAL THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL MECHANICAL EQUIPMENT WITH THE MECHANICAL CONTRACTOR. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF ALL MECHANICAL EQUIPMENT. 9. ALL CIRCUITS SHOWN SHALL BE FED FROM PANEL 'RPA' U.O.N. ALL CIRCUITS SHOWN SHALL BE FED FROM PANEL 'RPA' U.O.N. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING APPROVED CABLE TESTS ON ALL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING APPROVED CABLE TESTS ON ALL HDMI CABLES AND PROVIDE WRITTEN RESULTS TO CPS. ALL HDMI CABLES SHALL MEET AND EXCEED INDUSTRY STANDARDS FOR HDMI CABLE PERFORMANCE (BASED ON THE HDMI SPECIFICATION VERSION OF THE SPECIFIED INSTALLED CABLE IS RATED TO). AT MINIMUM, REPORT SHALL CONTAIN PICTURE CONFIRMATION OF CONNECTIVITY BETWEEN ALL END POINTS OF HDMI OR DAT6/HDMI LOCATIONS.

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KEY NOTES PROVIDE 120V POWER FOR MOTORIZED BASKETBALL BACKSTOP (TYPICAL). ROUTE CONDUIT AND CONTROL WIRING TO BACKSTOP CONTROLLER (SHOWN ON FIRST FLOOR). VERIFY ALL ELECTRICAL REQUIREMENTS WITH MANUFACTURER'S INSTRUCTIONS. TIE INTO NEAREST NORMAL POWER RECEPTACLE CIRCUIT. VERIFY CIRCUIT HAS SUFFICIENT CAPACITY TO SUPPORT ADDITIONAL LOAD. NOT USED. PROVIDE 120V POWER FOR MOTORIZED SHADES. WIRE TO KEYED SWITCH(ES) SHOWN ON FIRST FLOOR. VERIFY ALL ELECTRICAL REQUIREMENTS WITH MANUFACTURER'S INSTRUCTIONS. PROVIDE AND INSTALL TALK-A-PHONE MODEL ETP-100MB EMERGENCY HANDS-FREE TWO WAY PHONE FOR RESCUE ASSISTANCE. SEE DETAIL 1/EP11. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT. ALL EXISTING ELECTRICAL DEVICES AND LIGHTING SHALL BE REMOVED IN THIS AREA (IE PENDANT LIGHTS, RECESSED LIGHTS, SURFACE MOUNT LIGHTS, WALL SCONCES, SWITCHES, RECEPTACLES, ETC.). REMOVE ALL ASSOCIATED CONDUIT AND CONDUCTORS BACK TO NEAREST JUNCTION BOX AND SAFE-OFF FOR RE-USE DURING REMODEL

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GYM/MULTIPURPOSE

ROOM

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CLASSROOM306

CLASSROOM307

CLASSROOM309

CLASSROOM308

OFFICE310

GYMOFFICE

MDF311

DN

UP

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STAIRS1

STAIRS3

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EXISTINGCORRIDOR

03A

CLOSET

ROOFA

ROOFB

ROOFA

ROOFC

ELEVATORCORRIDOR

03B

ELEVELEVATORVESTIBULE

03C

A EB D F

4

5

3

1

2

C.5 D.5 GC

3.1

4.9

ISSUANCE

CH

ICA

GO

PU

BLI

C S

CH

OO

LS

CIT

Y O

F C

HIC

AG

O, M

AY

OR

RA

HM

EM

AN

UE

L




1

2


P: 312-427-4702 n F: 312-427-6611

SHEET

TITLE:

SCALE: AS NOTED

3

4

5

6

7

8


1/32" = 1'-0"

0'-0" 16'-0" 32'-0" 64'-0"32'-0"

1/16" = 1'-0"

0'-0" 8'-0" 16'-0" 32'-0"16'-0"

1/8" = 1'-0"

0'-0" 4'-0" 8'-0" 16'-0"8'-0"

1/4" = 1'-0"

0'-0" 2'-0" 4'-0" 8'-0"4'-0"

1/2" = 1'-0"

0'-0" 1'-0" 2'-0" 4'-0"2'-0"

1" = 1'-0"

0'-0" 0'-6" 1'-0" 2'-0"1'-0"

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

0'-6" 1'-0" 2'-0"0'-0"

3" = 1'-0"

0'-3" 0'-6" 1'-0"0'-0" 0'-9"

6" = 1'-0"

0'-1-1/2" 0'-3" 0'-6"0'-0" 0'-4-1/2"

AGUSTIN GOMEZ-LEAL


ILLINOIS


533

W. 2

7TH

ST

CH

ICA

GO

, IL

6061

6

07-30-17

06-22-17

08-11-17

08-30-17

-

-

-

-

-

PERMIT SET

BID SET

ADDENDUM #1

-

-

-

-

-

SH

ER

IDA

N E

LEM

EN

TA

RY

SC

HO

OL

AN

NE

X






LICENSED


Expires: 11/30/17Date: 08/29/17

THIRD FLOORELECTRICALPOWER PLAN

N 01 THIRD FLOOR ELECTRICAL POWER PLANSCALE: 1/8" = 1'-0"

EP03Date of Issue: September 1, 2017 PBC: Sheridan Elementary School Annex_C1581 - Addendum No. 1

of 47

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062-063897

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MICHAEL GLEASON

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GENERAL POWER NOTES 1. ALL WORK MUST COMPLY WITH CEC, NFPA, LIFE SAFETY AND LOCAL ALL WORK MUST COMPLY WITH CEC, NFPA, LIFE SAFETY AND LOCAL APPLICABLE CODES. 2. ALL CONDUIT SHALL BE 3/4" EMT, MINIMUM. ALL CONDUIT SHALL BE 3/4" EMT, MINIMUM. 3. ALL WIRE SHALL BE MINIMUM OF #12 THHN COPPER. ALL WIRE SHALL BE MINIMUM OF #12 THHN COPPER. 4. SEE ARCHITECTURAL DRAWINGS/ELEVATIONS FOR EXACT LOCATIONS OF ALL SEE ARCHITECTURAL DRAWINGS/ELEVATIONS FOR EXACT LOCATIONS OF ALL RECEPTACLES AND DEVICES. 5. ALL BRANCH CIRCUIT CONDUCTORS FROM THE PANELBOARD(S) TO THE FIRST ALL BRANCH CIRCUIT CONDUCTORS FROM THE PANELBOARD(S) TO THE FIRST OUTLET SHALL BE INCREASED TO THE NEXT LARGER SIZE WHERE THE LENGTH OF THE HOME RUN EXCEEDS 100'-0" ON 120/208V CIRCUITS. 6. POWER AND DATA WALL OUTLETS/J-BOXES MUST BE PROPERLY ALIGNED POWER AND DATA WALL OUTLETS/J-BOXES MUST BE PROPERLY ALIGNED BETWEEN STUDS USING CADDY BRACKET OR APPROVED EQUAL WITH SPACING FOR (3) 4x4 J-BOXES. 7. ALL LOW VOLTAGE WIRING SHALL BE INSTALLED IN CONDUIT (EMT) IN ALL LOW VOLTAGE WIRING SHALL BE INSTALLED IN CONDUIT (EMT) IN CONCEALED SPACES (WALLS AND INACCESSIBLE CEILINGS). 8. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL MECHANICAL EQUIPMENT WITH THE MECHANICAL CONTRACTOR. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF ALL MECHANICAL EQUIPMENT. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING APPROVED CABLE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING APPROVED CABLE TESTS ON ALL HDMI CABLES AND PROVIDE WRITTEN RESULTS TO CPS. ALL HDMI CABLES SHALL MEET AND EXCEED INDUSTRY STANDARDS FOR HDMI CABLE PERFORMANCE (BASED ON THE HDMI SPECIFICATION VERSION OF THE SPECIFIED INSTALLED CABLE IS RATED TO). AT MINIMUM, REPORT SHALL CONTAIN PICTURE CONFIRMATION OF CONNECTIVITY BETWEEN ALL END POINTS OF HDMI OR DAT6/HDMI LOCATIONS.

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KEY NOTES HEAT AND SMOKE DETECTORS SHALL BE INSTALLED IN ELEVATOR HOISTWAY. SMOKE DETECTOR ALARM SHALL ACTIVATE ELEVATOR RECALL, HEAT DETECTOR ALARM SHALL ACTIVATE ELEVATOR SHUT-DOWN. TIE INTO NEAREST NORMAL POWER RECEPTACLE CIRCUIT. VERIFY CIRCUIT HAS SUFFICIENT CAPACITY TO SUPPORT ADDITIONAL LOAD. PROVIDE AND INSTALL TALK-A-PHONE MODEL ETP-100MB EMERGENCY HANDS-FREE TWO WAY PHONE FOR RESCUE ASSISTANCE. SEE DETAIL 1/EP11. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT. ALL EXISTING ELECTRICAL DEVICES AND LIGHTING SHALL BE REMOVED IN THIS AREA (IE PENDANT LIGHTS, RECESSED LIGHTS, SURFACE MOUNT LIGHTS, WALL SCONCES, SWITCHES, RECEPTACLES, ETC.). REMOVE ALL ASSOCIATED CONDUIT AND CONDUCTORS BACK TO NEAREST JUNCTION BOX AND SAFE-OFF FOR RE-USE DURING REMODEL

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