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FOR REFERENCE FIR2023-0030+COMBINED FILE+5.23.2023_8.24.52_AM+3562507u n i t o d May 21, 2023 South County Fire Department City of Edmonds SUBJECT: Smoke Control Permit Resubmittal PROJECT: Anthology of Edmonds FIR2023-0030 To Whom It May Concern; This smoke control resubmittal package is to address comments received from the City of Edmonds and South County Fire. The summary of our responses to your comments are as follows: • "Please indicate on the plans that the Fire Smoke Control Panel is located in the riser room." RESPONSE — The firefighter smoke control panel is located in the riser room. This is reflected in the revised fire alarm drawings. • "A separate permit is required for the fire alarm system and has not been submitted as of the date of this letter" RESPONSE — Understand that the fire alarm drawings had not been submitted for fire alarm permit at the time of this original submittal. The fire alarm contractor understands that a separate fire alarm permit is required. We believe that they have now submitted for fire alarm permit. • "Provide documentation on the plans regarding the generator room fire rating and confirm transfer switch is located there." RESPONSE — The electrical design has the panel for smoke control and associated ATS switch in the electrical room. The generator room fire rating is a 2-hour rated room • "Indicate on plans the zones within the smoke control will cover." RESPONSE — On the smoke control architectural drawings, we have highlighted the pressurized stair and elevator shafts as follows: United Building and Engineering Services, LLC 1400 11211 Ave SE, Suite 100 Bellevue, WA 98004 u n i t o d "The provided plans do not appear to match the city approved plans. Please provide documents that utilize the city issued plans. If revisions are needed in response to the smoke control system, please clarify and submit revisions as deemed necessary" RESPONSE — There were necessary smoke control revisions that were reflected in the submitted smoke control drawings; however the corresponding mechanical, electrical and building permits were not updated at the time of the original smoke control submittal. "Provided plans shall identify the smoke control boundaries and barrier locations. The provided plans do not appear to note that. Please identify the zones and or boundaries on the plans" RESPONSE — This is similar to the comment above' stair and elevator pressurized shafts are noted on the smoke control architectural drawings in the following format — TYPI,,AL E "A smoke control special Inspector test procedure document shall be included as part of the submittal RESPONSE — Smoke Control Special Inspection Test procedures are attached to this resubmittal. This resubmittal contains the entire smoke control submittal This resubmittal contains the following (and the pdf is bookmarked for ease in finding information): • This summary response letter • Edmonds Review Letter • South County Review Letter • Smoke Control Report • Smoke Control Drawings • Smoke Control Special Inspection Procedures United Building and Engineering Services, LLC 1400 11211 Ave SE, Suite 100 Bellevue, WA 98004 u n it o d We believe that we have addressed all comments. If you would have any questions, please let me know. Sincerely, Bob Long I Principal United Building and Engineering Services, LLC. 1400 112th Ave SE, Suite 100 1 Bellevue, WA 98004 Direct:425.591.4633 1 Mobile: 425.591.4633 Email: bob.long@unitedbes.com United Building and Engineering Services, LLC 1400 11211 Ave SE, Suite 100 Bellevue, WA 98004 4 OF EDAf O �sr tg�o DATE: 4/25/2023 City of Edmonds PLAN REVIEW COMMENTS BUILDING DIVISION (425) 771-0220 TO: Applicant: RICHARD GRIMES Owner: CA SENIOR EDMONDS WAS PROPERTY OWNER LLC FROM: ERIC CARTER RE: Plan Check: FIR2023-0030 Project Address: 21200 72ND AVE W Project: ANTHOLOGY- FIRE SMOKE CONTROL SYSTEM During a review of the plans by the Building Division for compliance with the applicable building codes, it was found that the following information, clarifications, or changes are needed. Reviews by other divisions, such as Planning, Engineering, or Fire, may result in additional comments that require attention beyond the scope of this letter. Items that recur on this list appear in italics. MyBuildingPermit.com submittals: Please upload a complete new set of plans, calculations etc. to your application on https://mybuildingpennit.com/. A written response letter that is in itemized letter format is required. Indicate where the `clouded' or otherwise highlighted changes can be found on the revised architectural and structural plans. Note: Do NOT use clouding on civil plans. Upon receipt the re -submittal will be routed for review(s). General: The provided plans do not appear to match the city approved plans. Please provide documents that utilize the city issued plans. If revisions are needed in response to the smoke control system, please clarify and submit revisions as deemed necessary. Smoke Zone Plans: The permit submittal requirements noted in these handouts Smoke_ Control_ Systems Conceptual- _Phase_1 of 2.ndf (civiclive.com) Smoke Control_ Systems_ Shaft_ Pressurization - Phase 2 of 2.12df (civiclive.com). require that the provided plans shall identify the smoke control boundaries and barrier locations. The provided plans do not appear to note that. Please identify the zones and or boundaries on the plans. Section N Smoke Control Wiring: The provided section notes that the City of Edmonds does not recognize MC as a raceway. The city handouts do not specify the specific materials to be used, but specifies the 2-hour rating requirement. If the City of Bellevue recognizes the MC as an acceptable method, Edmonds will allow that as an option too. Page 1 of 2 Page 31 Smoke Control Special Inspector: United Building and Engineering Services has been listed as the smoke control SI. As requested in the City of Edmonds handout. A special Inspector test procedure document shall be included as part of the submittal. Please the attached -on page 2 for specifics. Smoke Control Systems_ Shaft_ Pressurization- Phase_2 of 2.ndf (civiclive.com) Thank you, ERIC CARTER City of Edmonds (425) 771-0220 Page 2 of 2 SOUTH COUNTY FIRE 12425 Meridian Ave 5., Everett WA 98208 tel (425) 551-1200 • fox (425) 551-1249 www.southsnofire.org City of Lynnwood Department of Fire Prevention Plan Review DATE: 04-25-2023 PERMIT #: FIR2023-0030 DESCRIPTION: Anthology Smoke Control JOB NAME/ADDRESS: 21200 72nd Ave W CONTACTS: Bob Long FIRE REVIEW CORRECTIONS: 1. Please indicate on the plans that the Fire Smoke Control Panel is located in the riser room. 2. A sperate permit is required for the fire alarm system and has not been submitted as of the date of this letter. 3. Provide documentation on the plans regarding the generator room fire rating and confirm transfer switch is located there. 4. Indicate on plans the zones within the smoke control will cover. Designer: The plans submitted are in the review process. Before I can continue with my review, I will need you to provide the following information/details/changes. Resubmit the revised drawings (including all associated cut sheets, calculations, etc.) with all changes clouded for easy identification, and include a letter addressing each of the below comments. South County Fire Standards link www.Lvnnwoodwa.aov/FirePreventionStandards Thank you, Chris Burt DeputyFire Marshal Fire Prevention Services 20816 441h Ave W. #230 0: 425-670-5320 F: 425-670-8724 cburt _southsnofire.org united BUILDING & ENGINEERING SERVICES LLC ANTHOLOGY AT EDMONDS SMOKE CONTROL REPORT PRODUCED BY UNITED BUILDING AND ENGINEERING SERIVCES, LLC 1400 1121h Avenue SE, Suite 100 Bellevue, WA 98004 DATED April 1, 2023 united b 1. Introduction and Project Description The proposed project is a mid -rise apartment building located in Edmonds, Washington. The project consists of Type I -A and V-A construction. Five levels of Type V-A construction will be utilized as provided by Washington State Building Code Section 504.4.1. This project is not classified as a high rise as no occupiable floor is 75 feet or move above the average grade plane elevation. This project will contain stair and elevator pressurization. The project has been designed in accordance with IBC Chapter 7 for fire walls, fire barriers and partitions including exit stairs, corridors, exit passageways, mechanical shafts, etc. Structural members for the support of fire resistance -rated assemblies will be rated to the same degree as the assembly supported. In accordance with IBC Chapter 7, all openings in fire rated separation assemblies will be protected with approved opening protection to provide a rating compatible with the function of the element being penetrated. All means of egress will comply with the provisions of IBC Chapter 10 including applicable amendments by Edmonds. Final / full egress design is by the architect. Please reference the full building permit drawings for full information. We understand that means of egress sizing was calculated in accordance with IBC Section 1005.3.1 (no exceptions taken; is sized at 0.2 inches). With this understanding, emergency voice/alarm communication system (IFC907.2.2.2) is required for this project. To gain the fifth floor of Type V-A construction, the project will be utilizing the 2018 Washington State Building Code Amendment 504.4.1. The 2018 Washington State Building Code Amendment 504.4.1 states the following — "504.4.1 Stair enclosure pressurization increase. For Group R1 and R2 occupancies in buildings of Type VA construction equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, the maximum number of stories permitted in Section 504.2 may be increased by one provided the interior exit stairways and ramps are pressurized in accordance with Section 909. Legally required standby power shall be provided for buildings constructed in compliance with this section and be connected to stairway shaft pressurization equipment, elevators and lifts used for accessible means of egress, hoistway pressurization equipment (if provided) and other life safety equipment as determined by the authority having jurisdiction. For the purposes of this section, legally required standby power shall comply with 2017 NEC Section 701.12, options (A), (8), (C), (D), (F), or (G) or subsequent revised section number(s)." All pertinent items as conveyed in this 2018 Washington State Building Code Amendment will be adhered to for this project. This report is the "Smoke Control Report" required by the City of Edmonds. This report is intended to describe, in conceptual terms, the scope of the proposed smoke control systems for the project, including United Building and Engineering Services, LLC 2 1 P a g e 1400 1121h Ave SE, Suite 100 Bellevue, WA 98004 united the applicable code sections, the design approach, goals of the system, smoke zones and general testing required of the proposed smoke control system. This report will document and communicate the overall approach to smoke management for the project. Smoke management, as described in this report, refers to the active and passive systems within the building that work together in such a manner so as to limit the migration of smoke from the zone of fire origin to surrounding areas within the building. As such, the proposed approach intends that occupants within the stairwells, and on other non -fire floors of the building, will not be exposed to harmful concentrations of smoke. This will be accomplished by showing compliance with the criteria for shaft pressurization and passive barriers as required by the Code. The design approach is not to perform a tenability study of the building. The purpose of the report is to provide a code analysis for the required smoke control system in the building. The work was performed by UNITED in accordance with the §909 of the 2018 International Building Code (IBC) and NFPA 92, Standard for Smoke Control Systems, 2021 Edition. The subsequent design of code compliant architectural/electrical/mechanical/fire alarm/sprinkler components sufficient to meet UNITED design is the responsibility of that architect/engineer/designer of record. The smoke control system assumes other life safety systems are maintained available and operational. The system design assumes as a minimum that the automatic sprinklers and fire detection/alarm systems will function as designed and that the fire resistive construction will be maintained in the building. Proper periodic inspection, testing, and maintenance of these systems is required per the appropriate codes and standards. For future tracking, revisions are indicated by underscored text to denote new wording (new wording) and strike- through text to denote deleted wording (deleted- • ^��' ^^). United Building and Engineering Services, LLC 3 1 P a g e 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 Revision Histo Revision Changes Made Revised by Revised on 0 Smoke Control Report Bob Long 4/1/2023 This report may not be transmitted or distributed to any parties without the written approval of United Building and Engineering Services, LLC. At this time, this report is only transmitted to AMA Architects, Project Team and the City of Edmonds. All pertinent design information has been coordinated with the responsible design entity. Written By United Building and Engineering Services, LLC 1400 112th Ave SE, Suite 100 Bellevue, WA 98004 United Building and Engineering Services, LLC 4 1 P a g e 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 unitod Applicable Codes The Anthology at Edmonds Apartment project will be located within the City of Edmonds, Washington where the following codes are currently enforced by the City of Edmonds. • 2018 ICC International Building Code (IBC) with Washington and Edmonds amendments 0 2018 ICC International Fire Code (IFC) with Washington and Edmonds amendments 0 2018 ICC International Mechanical Code (I MC) with Washington and Edmonds amendments • 2018 Uniform Plumbing Code (IPC) with Washington and Edmonds amendments • 2020 NFPA 70, National Electrical Code (NEC) with Washington and Edmonds amendments • 2018 Washington State Energy Code • 2019 NFPA 72, National Fire Alarm and Signaling Code • 2019 NFPA 80, Standard for Fire Doors and Other Opening Protectives • 2019 NFPA 105, Standard for Smoke Door Assemblies and Other Opening Protectives • 2018 NFPA 3, Standard for Commissioning of Fire Protection and Life Safety Systems • 2018 NFPA 4, Standard for Integrated Fire Protection and Life Safety System Testing • 2019 NFPA 13, Standard for the Installation of Sprinkler Systems • 2019 NFPA 14, Standard for Installation of Standpipe and Hose Systems • 2019 ASME A17.1, Safety Code for Elevators and Escalators • Bellevue Fire Department Smoke Control Guidelines - Edmonds follows Bellevue smoke control standards - SMOKE CONTROL 02.14.2018.pdf (bellevuewa.gov) In addition to these code requirements, this analysis has been based, in part, on NFPA 92, Standard for Smoke Control Systems (2021 edition), the SFPE Handbook of Smoke Control Engineering (2012); and the SFPE Handbook of Fire Protection Engineers, 4th edition. The appropriate code section references for specific requirements are indicated in this analysis. Unless otherwise indicated, all code references contained herein are from the 2018 ICC International Building Code, as amended. This analysis does not include provisions from the Americans with Disabilities Act (ADA), ANSI A117.1, or any state or local design standard for accessibility. However, it is the project's intent to comply with all applicable accessibility requirements. United Building and Engineering Services, LLC 5 1 P a g e 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 united 11. Fire Protection and Life Safety Concepts The Anthology at Edmonds Apartment project will provide a level of fire protection and life safety for the occupants in accordance with an overall concept established for the project. The following goals serve as the basis for this overall fire protection and life safety concept: 1. Automatically detect all fire conditions. 2. Inform the building's occupants and the Fire Department of the condition. 3. Contain and control a developing fire condition and the smoke being produced until final resolution by responding emergency forces. 4. To provide for the safe evacuation of occupants. To achieve these goals, the following package of fire protection and life safety features will be provided: • Type I -A construction. • Type V-A construction. • 3-hour horizontal separation between Type I -A and V-A construction. • Complete automatic sprinkler protection throughout all areas. • Fire department standpipe systems. • Pressurized exit stairways and pressurized elevator shaft. • Smoke detection in select locations. • Occupant notification in accordance with IBC 907.2.9.1. • Fire department radio repeater and antenna system. • Automatic recall and emergency operation of elevators. • Standby and emergency power systems. • Electrical supervision and off -site alarm monitoring of sprinkler and fire alarm systems. • Portable fire extinguishers. This report is intended to present the smoke control approach for this project, as prescribed by the IBC. Specific design information regarding safety systems and associated features prescribed by the IBC will be prepared by others, including: United Building and Engineering Services, LLC 6 1 P a g e 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 united • Automatic fire sprinkler systems • Standpipe systems • Fire detection and alarm system • Fire-fighter's smoke control panel • In Building Radio Coverage • Portable fire extinguishers The following sections of this analysis provide additional details of the operation and design features of the fire and life safety systems to be provided for the proposed The Anthology at Edmonds Apartment project. A. Construction Classification The project will have Type I -A and V-A construction types; with a 3-hour horizontal assembly separating the two construction classifications in accordance with IBC § 510.2. Type I -A construction requires those levels to be designed with noncombustible structural elements throughout. The primary structural frame will be provided with a 3-hour fire -resistance rating and all floor construction and secondary members will have a fire resistance rating of 2- hours. Type V-A construction allows those levels to be constructed of protected wood framing. The primary structural frame will be provided with a 1-hour fire -resistance rating and all floor and roof construction and secondary members will have a fire resistance rating of 1-hour. In accordance with IBC 504.4.1 (WA), for R-2 occupancies of Type V-A construction and equipped throughout with an automatic sprinkler system, the maximum number of stories permitted in IBC § 504.2 may be increased by one provided the interior exit stairways are pressurized in accordance with IBC 909.20 and 909.11. As such, a total of five (5) stories are permitted above the 3-hour horizontal separation. All code required fire separations will be constructed of noncombustible materials and protected to provide the required fire -resistance rating as follows: • Sleeping unit separation: 1-hour fire partitions (IBC 708.1(1)) • Corridors: 1-hour fire partitions (IBC Table 1020.1) • Exit stairways: 2-hour fire barriers (IBC 1023.2) • Elevator hoistways: 2-hour fire barriers (IBC 713.4) Smoke barriers have been designed as required by Code by the architect and are fully reflected in the building permit plans. B. Automatic Sprinkler Systems All areas of The Anthology at Edmonds Apartment project, including the parking garage level, will be protected with hydraulically designed, electrically supervised and off -site monitored automatic sprinkler systems designed in accordance with NFPA 13-2019, Installation of Sprinkler Systems. Quick -response or residential automatic sprinklers will be installed in accordance with IBC 420.4. United Building and Engineering Services, LLC 7 1 P a g e 1400 1121h Ave SE, Suite 100 Bellevue, WA 98004 united In order to provide for annunciation of sprinkler system operation, electrically supervised control valves and water flow switches will be provided at the riser connection on each floor. Activation of any flow switch will initiate the appropriate voice/alarm messages and pressurized stairway and elevator sequences while simultaneously transmitting an alarm signal to the fire alarm annunciation and control panel and to the Fire Department via the off -site monitoring service. In the event that a sprinkler control valve is shut, a supervisory signal is transmitted to the fire alarm annunciation and control panel and to the off -site monitoring service. All of the alarm and supervisory circuitry itself will be electrically supervised so that any fault in the wiring results in a trouble signal being transmitted to the fire alarm annunciation and control panel(s) and to the off -site alarm monitoring service. The automatic fire sprinkler systems protecting the development will provide a proven level of performance in the areas of life safety, fire suppression, structural protection, and reduction of smoke development. C. Fire Department Standpipe System All building areas, including the parking garage level, will be provided with Class I standpipe systems designed in accordance with NFPA 14-2019, Installation of Standpipe and Hose Systems. A 2-1/2-inch standpipe hose connection will be provided in the following areas: • At each intermediate landing in every exit stairway • At the highest landing of one stairway, which will provide roof access. The hose connection will be located adjacent to the stair opening on the roof. • Where otherwise necessary such that all floor areas are within 200-foot travel distance to a protected hose connection. Such hose connections will be located in vertical exit enclosures or protected locations that are accessed through protected enclosures. • On the roof such that all portions of the roof are within 200 feet of hose travel distance from a standpipe hose connection. Hose connections will be at least 10 feet from the roof edge, skylight, light well, or similar openings unless protected by a 42-inch high guardrail or equivalent. All roof hose connections will be arranged to be operable without entering the building. Hose lines and nozzles for use by the building's occupants are not required by code and will not be provided. Each standpipe hose connection will be equipped with a cap and chain. The standpipe systems serving the project will be supplied via risers which also serve as the automatic sprinkler system risers. Shut-off valves and water -flow devices will be provided on each floor at the sprinkler system connection to each standpipe. The closing of any control valve will transmit a trouble signal to the fire alarm annunciation and control panel and the off -site monitoring service. United Building and Engineering Services, LLC 8 1 P a g e 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 united D. Fire Protection Water Supply We do not anticipate a fire pump being required (this work is by others). Further, since the building will not be classified as a high-rise building, a secondary water supply is not required and will not be provided. E. Portable Fire Extinguishers As an additional aid for control of incipient fire conditions, portable fire extinguishers of the appropriate size and type will be located throughout the project in accordance with IBC 906.1 and the requirements of NFPA 10-2019, Portable Fire Extinguishers. Portable fire extinguishers will be provided throughout the project (maximum floor area of 3,000 square feet per unit of A and maximum travel distance to extinguisher of 75 feet). F. Smoke and Heat Detection In addition to the automatic detection and annunciation provided by the automatic sprinkler system waterflow switches, smoke and heat detectors will be provided in the following areas: • Duct smoke detectors will be installed at each connection to a vertical duct or riser serving two or more stories from a return air duct or plenum of an air-conditioning system. (IMC 603.2.3) • Duct smoke detectors will be installed in the return air system where multiple air handling systems share common supply or return air ducts or plenums with a combined design capacity greater than 2,000 cfm. (IMC 603.2.2) • A smoke detector at the fire alarm annunciation and control panel and any auxiliary power supply(s). (IBC 907.4.1) • A smoke detector in each elevator machine room and in each elevator lobby in order to provide for elevator emergency return and firefighter's service. (IBC 3003.2) • A smoke detector within 5 feet of the entrance to each pressurized exit stairway on every floor. • Each sleeping unit will be provided with a single -station smoke alarm in every sleeping room and in the corridor(s) or area(s) leading to the sleeping rooms. Multiple smoke alarms with a sleeping unit will be interconnected. (IBC 907.2.11.2) • A fixed temperature heat detector will be located near each sprinkler located in an elevator hoistway or machine room. The heat detectors are designed to open a shunt trip device to disconnect main line power supply to the elevator equipment before sprinkler activation. (IBC 3005.5 & NFPA 72 6.16.4) Activation of sprinkler waterflow devices, heat detectors and smoke detectors, other than duct smoke detectors and single -station detectors, will initiate an alarm signal. Activation of a duct smoke detector will initiate a supervisory signal in accordance with IBC 907.3.1. G. Smoke Alarms Single station or multiple -station smoke alarms will be required in each residential dwelling unit in the following locations: United Building and Engineering Services, LLC 9 1 P a g e 1400 1121h Ave SE, Suite 100 Bellevue, WA 98004 united • On the ceiling or wall outside each sleeping area in the vicinity of bedrooms • In each room used for sleeping purposes These smoke alarms are not smoke control initiating devices. H. Fire Alarm Notification Appliances The following fire alarm notification appliances will be provided: • Audible - Speakers will be clearly audible throughout the building (including exterior areas of the building such as the pool deck and residential balconies) or on the floor of actuation with the capability of sounding a general alarm throughout the building by manual means from the fire command center • Visual - Visible notification appliances (i.e., strobes) will be required throughout the public areas of the building, designed and installed in accordance with NFPA 72. All dwelling units will be provided with the capability to support visible alarm notification appliances in accordance with Chapter 10 of ICC A117.1. Such capability will be permitted to include the potential for future interconnection of the building fire alarm system with the unit smoke alarms, replacement of audible appliances with combination audible/visible appliances, or future extension of the existing wiring from the unit smoke alarm locations to required locations for visible appliances. I. Through -Penetration Protection Penetrations into or through fire barriers, smoke barrier walls, fire partitions, floor, floor/ceiling assemblies, or the ceiling membrane of a roof/ceiling assembly, will be protected with an approved through - penetration firestop system in accordance with IBC Section 714. Fire and/or smoke dampers will be provided in duct and air -transfer openings as described in the following table. Fire dampers will have a 1%-hour rating and UL 555 Listed. Smoke dampers will have a Class II leakage rating and an elevated temperature rating of not less than 250°F and UL555S. Where both a fire and a smoke damper are required, the use of a combination fire/smoke damper is permitted. Combination fire and smoke dampers will be provided with an approved means of access, not affecting the integrity of the fire resistance -rated assemblies. Access shall be large enough to permit inspection and maintenance of the damper. Access doors shall have a permanent label with letters not less the % inch in height identifying FIRE/SMOKE DAMPER, SMOKE DAMPER, or FIRE DAMPER. Each damper shall have a separate permanent label with a distinct ID that corresponds with mechanical damper schedule and floor plans. In accordance with Washington State Building Code, Section 717.3.3.2 1, smoke dampers and combination fire/smoke dampers shall actuate upon initiation of a listed smoke detector or detectors in one of the following applicable methods: Smoke damper installed within a duct: Where a smoke damper is installed within a duct, a smoke detector shall be installed inside the duct or outside the duct with sampling tubes protruding into the duct. The detector or tubes within the duct shall be within 5 feet (1524 mm) of the damper. Air outlets and inlets shall not be located between the detector or tubes and the damper. The detector shall be listed for the air velocity, temperature, and humidity anticipated at the point where it is installed. Other than in mechanical smoke control systems, dampers shall be closed upon fan shutdown where local smoke detectors require a minimum United Building and Engineering Services, LLC 10 1 P a g e 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 unitod velocity to operate • Smoke damper installed above a smoke barrier door: Where a smoke damper is installed above smoke barrier doors in a smoke barrier, a spot -type detector shall be installed on either side of the smoke barrier door opening. The detector shall be listed for releasing service if used for direct interface with the damper • Smoke damper installed in air transfer opening: Where a smoke damper is installed within an air transfer opening in a wall, a spot -type detector shall be installed within 5 feet (1524 mm) horizontally of the damper. The detector shall be listed for releasing service if used for direct interface with the damper • Smoke damper installed in corridor wall or ceiling: Where a smoke damper is installed in a corridor wall or ceiling, the damper shall be permitted to be controlled by a smoke detection system installed in the corridor • Complete smoke detector coverage: Where a smoke detection system is installed in all areas served by the duct in which the damper will be located, the smoke dampers shall be permitted to be controlled by the smoke detection system United Building and Engineering Services, LLC 111 Page 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 - . united SmokeFire Damper RequiredDamperYIN)Required Fire Barriers Yes No 717.5.2 Exceptions: 1. Fire damper not required when penetration is part of a listed assembly tested in accordance with ASTM E 119 or UL 263. 2. Fire damper not required when duct is part of a smoke control system and use of damper would interfere with operation of smoke control system. 3. Fire damper not required when duct is part of HVAC system, penetration is in 1-hour maximum fire barrier, building is sprinklered, duct is 26 gauges minimum, and is continuous from the air -handling appliance to air outlet and inlet terminals. Shaft Enclosures' Yes Yes 717.5.3 Exceptions: 1. Fire damper not required where steel exhausts extend at least 22 inches vertically in exhaust shafts and airflow is continuous'. 2. Fire damper not required where penetration is tested as part of listed assembly. 3. Fire damper and smoke damper not required where duct is part of smoke control system and damper would interfere with smoke control system operation. 4. Fire damper and smoke damper not required where penetration is in a parking garage shaft separated from other building shafts by 2-hour construction. 5. Smoke damper is not required in Group B occupancies protected by an NFPA 13 sprinkler system where the kitchen, clothes dryer, bathroom, and toilet room exhaust extend at least 22 inches vertically, are at least 0.019 wall thickness, and fans are installed on the upper terminus. Fans must be provided with emergency power systems in accordance with IBC maintain continuous upward airflow to the outside. Fire Partitions Yes No 717.5.4 Exceptions: 1. Fire damper not required in corridor walls in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.31.1 or 903.3.1.2 and the duct is protected as a through penetration in accordance with Section 714. 2. Fire damper not required where the duct is 100 square inches maximum, constructed of 0.0217-inch minimum thickness steel, does not have openings that connect the corridor with adjacent spaces, is installed above ceiling, does not terminate at fire -rated walls, and a 12-inch steel sleeve is provided in each duct opening that is secured on each side of the wall with ancillary space filled with mineral wool. - Note 1— Duct and air transfer openings are not permitted to penetrate the exit enclosures unless allowed by IBC Section 1022.4 J. Manual Fire Alarm Boxes Manual fire alarm boxes are not required in buildings that are equipped throughout with automatic sprinkler systems and where the occupant notification appliances will automatically activate upon sprinkler waterflow. As such, manual fire alarm boxes are not proposed to be provided. However, the applicable codes do require manual fire alarm boxes at select locations and one will be provided above the fire alarm annunciation and control panel in accordance with NFPA 72- 2019, 6.8.5.1.2. The manual fire alarm pull box is will be provided at the fire alarm panel where the fire alarm system utilizes automatic fire detectors or waterflow detection devices. This manual fire alarm box will be placed on a separate circuit which is not placed "on test" when the detection or sprinkler system is placed "on test." This manual fire alarm box will also be monitored by the supervising station. United Building and Engineering Services, LLC 12 1 Page 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 united K. Emergency Responder Radio Coverage An approved emergency responder radio coverage system will be provided to enhance the operation of the emergency services worker's radios in accordance with IFC 510. Typically, this type of system is designed to operate on a specific frequency programmed into all fire department radios. The radio system will be in service at all times. L. Exit Stairway Pressurization In addition to the effective means of smoke control provided by automatic sprinklers throughout The Anthology at Edmonds Apartment project, mechanical smoke -control consisting of stairway pressurization will be provided as required by IBC 504.4.1(WA). Refer to Section IV and V for a description of the proposed stairway pressurization systems. M. Elevator Pressurization Elevator pressurization will be provided in accordance with IBC Section 909.21 Refer to Section IV and V for a description of the proposed elevator pressurization systems. N. Smoke Control Wiring All smoke control wiring for power and control — regardless of voltage — shall be in raceways and 2-hour protected. Edmonds follows the Bellevue Smoke Control Guidelines with the only exception being that Edmonds does not recognize MC as a raceway as Bellevue does (Bellevue accepts this code reduction while Edmonds does not). O. Elevator Controls and Sizing Every group of elevators will have a smoke or heat detector located in each lobby on each floor level. Upon activation of a lobby or machine room smoke or heat detector, the elevator(s) served by that lobby or machine room will be recalled to the recall floor. In the event that the alarm is on the recall floor the elevators will be recalled to the alternate recall floor. Only the elevator(s) served by the affected lobby will be recalled. After returning to the designated level, the elevators will be rendered inoperable without the use of the fireman's key or until such time they are manually reset into the normal operating mode. Key operated recall switches will be provided near each elevator on each floor which permit the fire department to commandeer an elevator if necessary. Elevators and controls will be installed in accordance with the requirements of ASME A17.1-2019, Safety Code for Elevators and Escalators. In accordance with IBC 1009.2.1 and 1009.4, elevators will be provided with standby power. Standby power will be capable of manual transfer to all elevators in each bank. All elevators will automatically transfer to standby power in sequence, return to the designated level and disconnect from the standby power source. After all elevators have been returned to the designated level, at least one elevator in each bank will remain operable from the standby power source in accordance with IBC 3003.1.3. In accordance with IBC 3002.4, one elevator providing access to all floors will be of such size and United Building and Engineering Services, LLC 13 1 Page 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 united arrangement to accommodate an ambulance stretcher 24"x84" with not less than 5-inch radius corners, in the horizontal, open position and will be identified by the international symbol for EMS (star of life). P. Emergency and Standby Power A source of emergency and standby power will be provided for the following systems: Emergency Power • The fire alarm annunciation and control panel as well as all associated detection, supervision and notification devices. (IBC 907.6.2) • All designated emergency lighting and exit signage. (IBC 1008.3 and 1013.6.3) Emergency power will be provided by means of storage batteries in accordance with NEC 700.12(A). Standby Power • All exit stairway and elevator pressurization fans. (IBC 909.11) • Emergency responder radio system — 24 hours operation (IFC 510.4.2.3 Edmonds) • Elevators used as accessible means of egress. (IBC 1009.4 and 3003.1) Standby power will be provided in accordance with NEC Section 701.12. Option B (Generator) as approved by Edmonds and as listed per Washington State Building Code Section 504.4.1. The generator and transfer switch shall also be designed and installed in accordance with IBC Section 2702 and Bellevue Smoke Control Guidelines Section 6.7. Legally required standby power is provided for the smoke control system (as required by Washington State Building Code Section 504.4.1). Per IBC Section 2702.1.3 - Standby power systems shall automatically provide secondary power within 60 seconds after primary power is lost, unless specified otherwise in this code." Per Bellevue Smoke Control Guidelines Section 6.7 - Generator and transfer switch. The emergency generator set shall be in a separate room from the remainder of the building, the transfer switches, and from the normal power source. The rooms must feature 2-hour fire rated construction in high-rise and underground buildings, 1-hour fire rated in all other buildings. (Ref. IBC 2702.1.8, IBC 909.11, NFPA 110- 7.2.1.1). Q. Supervision To provide additional system reliability and rapid notification of the fire department, all fire protection devices are electronically supervised. The supervisory system is being designed to indicate three different signals: • Alarm • Supervisory • Trouble United Building and Engineering Services, LLC 14 1 P a g e 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 An alarm signal is an indication that a fire or other emergency condition has been detected in the building. A supervisory signal is an indication that a required fire protection system is not in full working order such as a closed valve in the automatic sprinkler supply piping. A trouble signal is an indication that a portion of the fire protection system is not functioning properly such as problems associated with electrical wiring or devices. All signals are transmitted to the fire alarm annunciation and control panel and are supervised by the off - site alarm monitoring service. Signals from any automatic sprinkler waterflow device, smoke detector, or heat detector are considered an alarm condition by the off -site alarm monitoring service, and the fire department is immediately notified. United Building and Engineering Services, LLC 15 1 Page 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 united III. Smoke Control Narrative For The Anthology at Edmonds Apartment project, stair and elevator pressurization will be provided in accordance with IBC Section 909.20.5 and 909.21. CONTAM modeling will be utilized for sizing the stair and elevator pressurization fans. The general approach for smoke control for this project utilizes stair and elevator pressurization smoke control systems to help mitigate the possibility of vertical spread of smoke in the building. Each of the enclosed interior exit stairways along with the elevator shaft will be pressurized as the rational analysis for smoke control. This analysis is based on the other life safety systems being maintained, available and operational. The smoke control system assumes at minimum that the automatic sprinklers and fire detection/alarm system will function as designed and that the fire resistive construction will be maintained in the building. The intent of the stair and elevator pressurization requirements of the code is to utilize shaft pressurization systems that prevent smoke from entering the shaft. This is accomplished through the pressurization method of smoke -control which creates pressure differentials across the walls of vertical shafts on the fire floor, since infiltration through these shafts is the principle mechanism which allows smoke to move into upper floors. This will be accomplished in this project by mechanical pressurization of the exit stairways and elevator shaft. The general approach to automatic operation will include activation of the shaft pressurization fans along with the automatic closure of any protected openings which are required to close in the building. All stairwell and elevator pressurization fans are required to be equipped with a source of legally required standby power in accordance with NEC § 701.12, Option B. All stairwell and elevator pressurization fans are to be provided with variable frequency drives (VFD). All fans are required to be provided with at least 1.5 times the number of design belts with a minimum of 2. Supply inlets are required to be located to avoid the reintroduction of smoke. All pressurization fan components of the smoke control systems shall be rated for the anticipated exposure temperatures. All smoke control system power and control wiring are required to be in a 2-hour fire resistance rating (FRR) system in accordance with the IBC. The smoke control systems must be controlled by an Underwriters Laboratories (UL) UUKL listed firefighter's smoke control panel (FSCP) and (UL) UUKL listed fire alarm control panel (FACP). The stair and elevator pressurization system will be initiated upon activation of any of the following: general building alarm initiating device; manual pull station located at the FACP; any smoke/heat detection; and sprinkler waterflow within in the building. In addition, any HVAC systems supplying 2,000 CFM of air or more (or cumulative HVAC units serving the same common space supplying 2,000 CFM of air or more) will also shutdown. Finally, any activation of a smoke detector installed in the vicinity of any pressurization fan injection point shall result in the automatic shutdown of the corresponding pressurization fan. The following items are required for the smoke control system. For further information, refer to the "Smoke Control System Narrative" portion of this report. 1. A Rational Analysis, which provides the basis of design for the smoke control system is required, in accordance with 2018 IBC § 909.4. The Rational Analysis must address stack effect, temperature United Building and Engineering Services, LLC 16 1 P a g e 1400 1121h Ave SE, Suite 100 Bellevue, WA 98004 united effects of the fire, wind effects, HVAC system effects, climate, duration of operation, and the effect of open doors on the stair and elevator pressurization systems. 2. Legally Required Standby Power — The mechanical smoke control systems will be provided with legally required standby power in accordance with NEC § 701.12, Option B. 3. Protection of Smoke Control System Wiring — All wiring associated with smoke control systems, including all fire alarm component wiring utilized for activation and/or control, will be fully enclosed within continuous raceways in accordance with 2018 IBC § 909.12.1. In addition, all smoke control wiring (control and power — regardless of voltage) will be 2-hour protected. 4. Firefighter's Smoke Control Panel — A smoke control panel indicating the status and fault condition as well as manual control by emergency responders of the smoke control system will be provided. 5. Acceptance Testing — Before the mechanical equipment is approved, the system must be tested in the presence of the Building and Fire Code Official. A special inspection by a third party will be required prior to testing with the Building and Fire Code Official. The special inspector will develop a final Special Inspection Test Plan and will be an integral part of the acceptance of the smoke control systems. The smoke control system to be tested and a certificate of compliance be provided by the special inspector and responsible registered design professional certifying that the referenced property is in substantial compliance. The certificate must identify the company, designer, special inspector that performed the testing, name, date, and address of the property being tested. The following statement must be included, "I have reviewed the report and by personal knowledge and on -site observation certify that the smoke control system is in substantial compliance with the approved design documents, and to the best of my understanding complies with requirements of applicable codes as identified in the smoke control report." 6. The location of the main fire alarm control panel (FACP) and the firefighter's smoke control panel (FSCP) are located in a 2-hour rated room as approved by Edmonds. 7. The legally required standby power panel and ATS switch for the smoke control system is required to be 2-hour protected. 8. In general, smoke control power and control wiring will run horizontally in the concrete slabs (minimum 2" coverage) to gain the 2-hour rating protection. 9. Power and control wiring for each stair pressurization will run vertically in the stairwell enclosure (near the standpipe). Wiring for SPF-1 is only in the shaft for SPF-1; conversely, wiring for SPF-2 is only for SPF-2. As the stairwell enclosure is 2-hour rated construction, this will provide 2-hour rated protection for the vertical power and control wiring for the stair pressurization fans. As these electrical risers penetrate the roof, there will be only (at most) a 20-foot run -out on the roof (this will not be 2-hour protected on the roof). For the elevator pressurization fan, a 2-hour rated vertical shaft located near the elevator shaft will be coordinated with the architect for 2-hour protection of the power and control wiring to the elevator pressurization fan Active smoke control will be provided for the project by utilizing mechanical means to control smoke by creating pressure differentials across smoke zones. Each exit stair and elevator shaft will be considered a separate smoke control zone. Each stairway enclosure and elevator shaft will be separated from the remainder of the building by 2-hour fire barriers and will be mechanically pressurized to maintain the required pressure differentials. All other areas will be protected by Passive Methods such as smoke barrier construction. Passive Methods of smoke control will also be utilized for the spaces other than the pressurized exit stair and elevator shafts, as discussed in the sections that follow: • Parking Garage Levels — Each level of the parking garage is atmospherically connected. As United Building and Engineering Services, LLC 17 1 Page 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 A united such the entire garage of each building will be treated as one passive smoke control zone. The garage will be separated from adjacent smoke zones by fire resistance -rated smoke barriers. Elevator Shafts— Elevator hoistways are provided. The hoistway will be of rated construction and considered as a passive zone. Residential Floors — Residential units and corridors are not required to be provided with a smoke control system and will be considered passive zones. Each residential unit will be separated from adjacent units by fire -resistance rated smoke barriers. These zones will be separated from adjacent smoke control zones by fire resistance -rated smoke barriers. Detection of smoke within a passive area or activation of sprinkler waterflow on the floor will activate the stair and elevator pressurization systems. Smoke management via passive smoke barriers will be achieved by providing effective compartmentation. According to Principles of Smoke Management by Klote and Milke — "Barriers with sufficient fire endurance to remain effective throughout afire exposure have a long history of providing protection against fire spread. In such fire compartmentation, the walls, partitions, floors, doors, and other barriers provide some level of smoke protection to spaces remote from the fire." Smoke Barriers will be tested in accordance with IBC § 909.5.2 United Building and Engineering Services, LLC 18 1 Page 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 united b IN. Smoke Control System Narrative A. Parking Garage Normal ventilation for the parking garage level will be provided in accordance with IBC 406.6.2 and IMC 404 by means of mechanical supply and exhaust activated by carbon monoxide detection. Manual override action of the garage ventilation is not required to be controlled via the firefighter smoke control panel. B. Exit Stairway Pressurization Systems To maintain tenable means of egress in the event of a fire, all exit stairways will be automatically pressurized in accordance with IBC 909.20.5. The stairways will be pressurized upon transmission of an alarm signal from a sprinkler waterflow switch or alarm -initiating smoke detector. Activation of a residential unit smoke detector will initiate a local alarm only and will not result in stairwell pressurization system activation. The stairways will be pressurized to a minimum of 0.10 inch of water and a maximum of 0.35 inch of water in the shaft relative to all floors, measured with all stairway doors closed under maximum anticipated stack pressures (and also door forces are not greater than 30# of door opening force). Manual controls for the stair pressurization systems will also be provided on the Firefighter's Smoke Control Panel located adjacent to the fire alarm annunciation and control panel. The stair pressurization fans will be provided with a primary and a secondary power supply. In the event of primary power failure, the stair pressurization fans will continue to be operational through the activation of the legally required standby power system. Variable frequency drives (VFDs) are to be provided on the stairwell pressurization fans to facilitate final balancing. VFD's will be mounted by the stair pressurization fans in weather proof rated enclosures. The VFD make and model are being finalized by the mechanical engineer. Should the VFDs selected rely on volatile memory, the VFDs will be provided with an uninterruptible power source (UPS). The UPS will allow for potential power surges and / or the transfer to secondary power to be absorbed by the system without corrupting the memory settings for the VFD. The VFD basis of design is an ABB ACH 580. The power and control wiring for pressurized stairways will be have 2-hour rated protection. C. Elevator Pressurization The elevator shaft will be automatically pressurized in accordance with IBC 909.20.5. The elevator shaft will be pressurized upon transmission of an alarm signal from a sprinkler waterflow switch or alarm -initiating smoke detector. Activation of a residential unit smoke detector will initiate a local alarm only and will not result in stairwell pressurization system activation. The elevator cars are only recalled on an elevator lobby smoke detector alarm. The elevator shaft will be pressurized to a minimum of 0.10 inch of water and a maximum of 0.25 inch of water in the shaft relative to the floor — except at the recall floor. Please see IBC Section 909.21.1 for all pertinent items. United Building and Engineering Services, LLC 19 1 Page 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 united Manual controls for the elevator pressurization system will also be provided on the Firefighter's Smoke Control Panel located adjacent to the fire alarm annunciation and control panel. The elevator pressurization fan will be provided with a primary and a secondary power supply. In the event of primary power failure, the elevator pressurization fan will continue to be operational through the activation of the legally required standby power system. Variable frequency drives (VFDs) are to be provided on the elevator pressurization fan to facilitate final balancing. VFD's will be mounted by the elevator pressurization fan in a weather proof rated enclosure. Should the VFDs selected rely on volatile memory, the VFDs will be provided with an uninterruptible power source (UPS). The UPS will allow for potential power surges and / or the transfer to secondary power to be absorbed by the system without corrupting the memory settings for the VFD. The VFD basis of design is an ABB ACH 580. The elevator pressurization fan would have (3) speeds. This for being able to properly balance the smoke control system (stair and elevator pressurization fan) for all scenarios — being primary recall, alternate recall and no -recall operations of the elevator pressurization fan. This would be accomplished by the following: • Speed 1 = Primary recall = Fire Alarm Output #1 — to VFD Input #1 = Distinct setting for VFD Fan speed for primary recall (VFD programming) — Allow balancing to balance the smoke control system to this scenario • Speed 2 = Alternate recall = Fire Alarm Output #2 — to VFD Input #2 = Distinct setting for VFD Fan speed for alternate recall (VFD programming) — Allow balancing to balance the smoke control system to this scenario Speed 3 = No recall = Fire Alarm Output #3 — to VFD Input #3 = Distinct setting for VFD Fan speed for No recall (VFD programming) — Allow balancing to balance the smoke control system to this scenario The power and control wiring for pressurized elevator shaft will be have 2-hour rated protection. D. Standby Power In accordance with IBC 909.11, all stairway and elevator pressurization systems will be provided with standby power. Standby power will be provided by means of a generator in accordance with NEC § 701.12, Option B. E. Marking and Identification of Equipment In accordance IBC 909.14 and NFPA 70 700.9, all portions of the stairway and elevator pressurization systems will be identified in the field. This includes all applicable junction boxes, control tubing, temperature control modules, relays, damper sensors, automatic door sensors and air movement sensors. All junction boxes and covers for the stairway and elevator pressurization systems (including all portions of the fire detection system which activate stairway and elevator pressurization) will be externally identifiable. The color of the markings will be orange with two grey bars. Please reference the Bellevue Smoke Control Guidelines Section 11.6 for additional details. F. Firefighter's Smoke Control Panel In accordance with IBC 909.16 and Section 9 of the Bellevue Smoke Control Guidelines, a Firefighter's Smoke Control Panel will be provided adjacent to the fire alarm annunciation and control panel for manual United Building and Engineering Services, LLC 20 1 P a g e 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 united control or override of automatic control for the stairway and elevator pressurization systems. The panel will be in accordance with IBC 909.16. All controls and indicators will be combined to control and indicate all elements of a single pressurization system as a unit, rather than controls for individual pieces of equipment and individual dampers. Each piece of equipment will be provided with status indicators on the Firefighter's Smoke Control Panel. This arrangement is permitted, with approval, by the Exceptions to IBC 909.16.2. Each control switch will activate and/or deactivate all applicable fans and will open and/or close all related dampers/doors serving the respective pressurization system. Pressurized stairways and elevator shaft will each have a single 3-position switch having settings of ON / AUTO / OFF. All dampers (at the stair and elevator pressurization fans) will be provided with OPEN / CLOSED / FAULT status indicator lights. All fans will be provided with ON / OFF / FAULT status indicator lights. All portions of the normal air handling systems and any other building systems that can adversely impact the smoke control operations will also be included in the automatic/manual overrides. When the control switches are in the CLOSED or OFF position (and also when the FSCP is switched to ON or OPEN), all dampers in the respective alarm zone typically fail closed. All manual controls will be arranged to override automatic sequences in accordance with IBC 909.16.3. The Anthology at Edmonds Apartment project pressurization systems are designed to involve an interface between the fire alarm annunciation and control panel and the Firefighter's Smoke Control Panel. All components utilized in this application have a UUKL listing under UL 864. IBC 909.12 intends that the panels used for activation and control of smoke control systems be listed under this classification. Full compliance with all applicable sections of the Bellevue Smoke Control Guidelines is required. G. Equipment and Ducts Mechanical equipment and ducts will be located outside the building or located within the shaft served by the equipment as required by IBC 909.20.6.1. Supply air for the variable frequency drive (VFD) pressurization fans will be taken directly from the outside. The intake opening for each fan will be a minimum distance of 20 feet from any air exhaust system or outlet so as to minimize the potential for introducing smoke or flame into the building, in accordance with IBC 909.10.3. Any duct system that is part of the pressurization system will be protected with the same fire- resistance rating as required for the shaft enclosure in accordance with IBC § 909.20.6.1. Ducts will be in accordance with § 909.10.2. Ducts serving pressurized shafts will not be tested in accordance with the performance criteria outlined in IBC § 909.10.2 as these ducts do not cross other smoke zones, or are essentially exterior to the building and part of the subject shaft. Any leakage from the duct into the shaft would continue to serve the subject shaft. Leakage from the pressurized shafts to the building is anticipated in accordance with IBC § 909.5. Measurement of prescribed pressure differentials between each shaft and all floors served will ensure the prescribed pressurization differentials are achieved. United Building and Engineering Services, LLC 211 Page 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 united Smoke control fan status ON/OFF/FAULT and supervision of power downstream of disconnects (i.e. presence of power downstream of all disconnects) will be provided. This will be accomplished by the provision of a contactor rated at fan voltage to provide N.O. dry contacts for power supervision. Fan differential pressure switches may also be used. Smoke control damper monitoring of fully-open/fault/fully -closed will be provided to report "damper open" and "damper closed" condition. This will be accomplished through the use of limit end -switches. All fire -smoke dampers, requiring status monitoring, will have an end -switch at both the full open and full closed positions. H. Fire Alarm System The smoke control system will be controlled by the fire alarm system that is installed in full accordance of IBC 907 and 909. The panel will be programmed to perform the weekly self -test of dedicated smoke control system elements. Any malfunction, or if the manual switches are set to off -normal position, will cause visible and audible signals at the smoke control panel which will send a trouble signal to the Central Station. Results of self -tests will be printed and maintained in the sprinkler riser room and will be accessible to inspection agencies. The smoke control panel will have the highest priority amongst the building system controls, whether or not smoke control has been initiated. All control systems must be supervised in accordance with § 907. The control system must comply with UL 864 (UUKL) and be listed as smoke control equipment. Positive confirmation of actuation, testing, manual override, and the presence of power downstream of a disconnect switches must be provided for all devices and equipment considered part of an active smoke control system. Additionally, a preprogrammed weekly test sequence must report abnormal conditions audibly, visually, and by printed report. Fans that are part of an active smoke control system must have pressure sensors, current switches, or other means of monitoring fan operation acceptable to the City of Edmonds. Dampers, if provided, must be monitored using end switches that are wired individually or in series indicating open and closed status of actual damper position. United Building and Engineering Services, LLC 22 1 Page 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 united V. Sequence of Operations A basic smoke control system sequence of operations is included in the Table below. The smoke control system sequence of operations involves closing fire -smoke dampers in smoke zone boundaries throughout the respective building, opening the motorized dampers and activate the stairwell and elevator pressurization fans based on a fire alarm condition in the respective building. Stair and elevator pressurization will also be initiated for a fire alarm condition anywhere in the respective building. Activation of a smoke detector installed in the vicinity of any pressurization fan air injection point will result in the automatic shutdown of said pressurization fan. a U V) LL O O ai " a, — a, v, O a U o 0 to N +ai+ N LL LL O O Response a, a. ° 0 U Fire Alarm Initiating Device .I. o' a, o 'o Z3 a', Q w oC U Y cn Q C Q Corridor & Common Areas X X X X HVAC Detectors Stair & Elevator Pressurization Fans X I X Waterflow Switches All Areas / Levels X X X X Manual Manual Controls at FSCP Z X X X X #3 1 Protected openings include any fire doors or dampers held open by the fire alarm system. 2 Manual controls will be provided for active smoke control components. 3 Manual controls at the FSCP are annunciated as a supervisory signal Table: Smoke Control Sequence of Operations Elevator recall only occurs when the associated elevator lobby detector is activated for that specific elevator. Full central station monitoring is required for all points. The above table is a summary / general sequence of operations. United Building and Engineering Services, LLC 23 1 P a g e 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 V1. System Commissioning and Periodic Testing All components of the smoke control system are required to be inspected and tested as part of the commissioning process. Prior to testing, a detailed test procedure is required to be submitted to Edmonds for review containing detailed checklists for all equipment. Commissioning of the building smoke control system shall be performed in accordance with IBC §909 after the system is installed and before the building is occupied. The commissioning must include the following: • All smoke control system components must be inspected to verify that the equipment is properly installed and that it is as specified in the design documents. Components that are specifically inspected include: o Fans and motors o Smoke Zone Boundary Doors o Fire/smoke dampers o Differential pressure transducers o Fire alarm control panel o Firefighter's control panel (FSCP) • The following additional inspections/tests are also required: o Ducts shall be inspected and pressure tested in accordance with SMACNA or equivalent methods. o Passive smoke barriers shall be inspected to verify theirintegrity. o Outside air inlets and outlets shall be inspected to verify that smoke is not reintroduced into the building. o Emergency power systems shall be inspected to verify that they are adequately separated from normal power systems. o All equipment items are inspected to verify that they are labeled consistent with the drawings and the firefighter's control panel. • Individual equipment components shall be individually tested to verify that they function properly. Proper function includes verifying airflow, current and voltage draw for fans and operation (open/close) for dampers and doors in smoke zone boundaries. • The performance of the entire smoke control system shall be tested. This testing must verify that the proper pressure differentials and door -opening forces are achieved. It also verifies that all appropriate fire alarm devices initiate smoke control and that the sequence of operations is in accordance with the design. The performance testing must be conducted with the pressurization systems activated in order to reflect maximum door overpressure conditions expected during actual operation. The sequence of testing must initiate the pressurization systems in order to achieve the required pressure differential across the stair and elevator doors and at each opening between smoke zones. • In order to account for the differences in construction, the initial testing of the pressurization fans should begin at the low set point on the variable speed drive. During the course of the testing, the fan capacity should be increased to achieve the specific air flows needed to obtain the required pressure differentials. The smoke control system to be tested and a certificate of compliance be provided by the special inspector and responsible registered design professional certifying that the referenced property is in substantial United Building and Engineering Services, LLC 24 1 P a g e 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 united compliance. The certificate must identify the company, designer, special inspector that performed the testing, name, date, and address of the property being tested. The following statement must be included, "I have reviewed the report and by personal knowledge and on -site observation certify that the smoke control system is in substantial compliance with the approved design documents, and to the best of my understanding complies with requirements of applicable codes as identified in the smoke control report." Upon completion of the commissioning, a complete sealed test report should be developed in accordance with IBC §909.18.8.3. Periodic testing is required to be performed semi-annually by persons thoroughly knowledgeable in the operation, testing, and maintenance of the smoke -control system in accordance with the 2018 International Fire Code (IFC) §909.20. The results of the tests shall be documented and the tests shall be conducted under standby and normal power. Operation of the correct outputs for each given input shall be verified by the periodic testing. Additionally, it is required by IBC §909.12 that the smoke control systems be controlled by an Underwriters Laboratories UUKL listed smoke control system. A UUKL listed system is required to perform a weekly self - test of the dedicated smoke control equipment including all smoke zone boundary doors, dampers, and any dedicated smoke control fans. Upon completion of the self -test, any door, fan, or damper that does not operate as required will constitute a test failure. Indication of a test failure must result in a latching trouble condition on the fire alarm control panel, and the trouble condition must be reported to the central station. The UUKL listed system shall be programmed to print a hard -copy report summarizing the results of the weekly self -test that clearly indicates whether the system passed or failed the test. United Building and Engineering Services, LLC 25 1 Page 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 V11. Summary The Anthology at Edmonds Apartment project will provide a level of life safety and fire protection which meets or exceeds those levels of protection intended by the codes adopted and amended by the City of Edmonds, Washington. The following is a summarized list of the fire protection and life safety features proposed for the project. • Type I -A construction. • Type V-A construction. • 3-hour horizontal separation between Type I -A and V-A construction. • Complete automatic sprinkler protection throughout all areas. • Fire department standpipe systems. • Pressurized exit stairways and pressurized elevator shaft. • Smoke detection in select locations. • Occupant notification in accordance with IBC 907.2.9.1. • Fire department radio repeater and antenna system. • Automatic recall and emergency operation of elevators. • Standby and emergency power systems. • Electrical supervision and off -site alarm monitoring of sprinkler and fire alarm systems. • Portable fire extinguishers. This report is intended to present the smoke control approach for this project, as prescribed by the IBC. Specific design information regarding safety systems and associated features prescribed by the IBC will be prepared by others, including: • Automatic fire sprinkler systems • Standpipe systems • Fire detection and alarm system • Fire-fighter's smoke control panel • In Building Radio Coverage • Portable fire extinguishers United Building and Engineering Services, LLC 26 1 P a g e 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 united CONCLUSION This report depicts the smoke control system for The Anthology at Edmonds Apartment project. The design approach and calculations presented in this report follow the requirements of Section 909. Details of compliance are the responsibility of the Designers of Record and are shown on the Mechanical, Electrical, Fire Alarm, Sprinkler Riser Schematic and Architectural Drawings. Prepared by: UNITED BUILDING AND ENGINEERING SERVICES, LLC Timothy Mitchell, PE Senior Consultant April 1, 2023 Please address questions and correspondence to: Bob Long I Principal United Building and Engineering Services, LLC. 1400 112th Ave SE I Bellevue, WA 98004 Direct:425.591.4633 1 Mobile: 425.591.4633 Email: bob. long (a)unitedbes.com United Building and Engineering Services, LLC 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 Reviewed by: UNITED BUILDING AND ENGINEERING SERVICES, LLC Robert Long Principal April 1, 2023 271Page united APPENDIX SYSTEM IMPLEMENTATION REQUIREMENTS This section of the report is not intended to identify all requirements listed in Section 909, but is intended instead to highlight those areas of the design process where some care is required to ensure that the system design is adequately coordinated and in accordance with the requirements presented in Sections 909.10 through 909.17. All other requirements in § 909 will nevertheless apply. It is the responsibility of the Designer of Record pf that system to comply with these requirements. EQUIPMENT (909.10) Ducts, fans, and other equipment associated with the smoke control system must be separated from the remainder of the building or must be located outside. All equipment, including fans, ducts, and any balance dampers, must be suitable for their intended use and must be listed for the probable temperatures to which these components may be exposed. This temperature is permitted to be based on the sprinkler activation temperature. Proper listings for this equipment must be obtained and submitted during the Construction Phase prior to installation. Equipment shall be located so as to not expose uninvolved portions of the building to an additional fire hazard. Per 909.10.3, outside air inlets will be located a minimum distance of 20 feet from any air exhaust system or outlet, so as to minimize the potential for introducing smoke or flame into the building. Exhaust outlets shall be so located as to minimize reintroduction of smoke into the building and to limit exposure of the building or adjacent buildings to an additional fire hazard. Ducts - All ducts (including ducted shafts) must be capable of withstanding the maximum probable temperatures and pressures to which they will be exposed. Furthermore, the code requires ducts to be leak tested to 1.5 times the maximum design pressure in accordance with nationally -accepted practices. The maximum leakage during the pressure testing may not exceed five percent of the design flow rate. For this project, leakage testing will be performed on metal ductwork only, since other shafts will not be used as ducts. Fans - Supply fans serving the stairwell and elevator shafts will not have to be temperature rated, as they will never be exposed to elevated temperatures. In addition to these and other requirements in § 909.10, belt -driven fans must have 1.5 times the number of belts required for the listed design duty, with the minimum number of belts being two. Motors driving these fans must have a minimum service factor of 1.15. Calculations and manufacturer's fan curves must be obtained and submitted prior to installation. The fans will also be required to be supported and restrained by noncombustible supports attached to the structure. Supply air systems exceeding 2,000 CFM, will be provided with duct smoke detectors that will shut down the supply system, as required by code, except for supply systems that are part of the smoke control system. Duct smoke detectors shall be installed in all stairwell and elevator pressurization supply air systems, regardless of fan capacity. All duct smoke detectors are required to be supervised by the fire alarm control system. United Building and Engineering Services, LLC 28 1 P a g e 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 Fire Dampers - Fire dampers will be provided as required by code. Fire dampers provided in openings in supply shafts will have a temperature rating of 160°F. Fire dampers provided in openings in exhaust shafts will have a temperature rating of 3507. Smoke Dampers - Smoke dampers, where installed in the supply or exhaust air systems, will operate per the smoke control sequence. Smoke Dampers in smoke barriers shall be protected with a minimum Class II, 250' F smoke damper having a UL 555S listing. Smoke damper monitoring and control requirements are summarized below: Dampers separating two passive zones: No end switches required No monitoring required by FSCP Dampers separating an active zone from a passive or active zone (discharge dampers at stair and elevator pressurization fans): • End switches required to verify "closed" position during UUKL weekly self- test. • Dampers will be monitored by the firefighter's smoke control panel (FSCP). Fault conditions will be indicated on smoke control panel for the applicable smoke zone if the damper does not close properly. • Control of individual dampers will not be provided. General control of all dampers will be provided in order to enable general shut down of air movement within the building. • Status monitored and indicated at the FSCP. • Manual control provided at the FSCP. Equipment Inlet and Outlets - Supply air shall be taken directly from an outside, uncontaminated source located a minimum distance of 20 feet from any air exhaust system or outlet so as to minimize the potential for introducing smoke or flame into the building. POWER SYSTEMS (909.11) Primary and secondary power will be required for this system as summarized in the Life Safety Features section of this report. Transfer to full emergency power must be automatic and must occur within 10 seconds of failure of primary power. The smoke control distribution power panel will be in a one -hour rated closet. Additionally, fire alarm, fire detection, and sprinkler supervisory systems cannot lose signal or must be capable of system restoration within ten seconds. United Building and Engineering Services, LLC 29 1 Page 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 united Elements of the smoke control system, which rely on volatile memory, must be supplied by an uninterruptible power source of sufficient duration to span a 15-minute interruption of primary power. DETECTION AND CONTROL SYSTEMS (909.12) The system will include a FSCP, per § 909.16, for manual observation and control of fans and dampers, which are a part of the smoke control system. Other building fans, not specifically mentioned as part of the smoke control system, will not be manually controllable from the smoke control panel. The smoke control system will be controlled by the fire alarm system. The panel will be programmed to perform the weekly self -test of dedicated smoke control system elements. Any malfunction, or if the manual switches are set to off -normal position, will cause visible and audible signals at the smoke control panel which will send a trouble signal to the Central Station. Results of self -tests will be printed and maintained in the sprinkler riser room and will be accessible to inspection agencies. The smoke control panel will have the highest priority amongst the building system controls, whether or not smoke control has been initiated. All control systems must be supervised in accordance with § 907. The control system must comply with UL 864 UUKL and be listed as smoke control equipment. Positive confirmation of actuation, testing, manual override, and the presence of power downstream of a disconnect switches must be provided for all devices and equipment considered part of an active smoke control system. Additionally, a preprogrammed weekly test sequence must report abnormal conditions audibly, visually, and by printed report. Fans that are part of an active smoke control system must have pressure sensors, current switches, or other means of monitoring fan operation acceptable to the City of Edmonds. Dampers, if provided, must be monitored using end switches that are wired individually or in series indicating open and closed status of actual damper position. Supervision of all active smoke control system components must be indicated at a UUKL Listed FSCP panel. All wiring, regardless of its voltage, must be fully enclosed within continuous conduits or raceways. This requirement applies to both electrical sub -systems and the fire alarm systems. All wiring serving the smoke control systems must be protected by 2-hour construction. MARKING AND IDENTIFICATION (909.14) During the construction phase, the detection and control systems are required to be clearly marked at all junctions, accesses, and terminations. This marking should be approved for its use by the Fire or Building Departments and in accordance with generally accepted practice. In addition, the Bellevue Smoke Control Guidelines Section 11.6 has additional requirements. FIREFIGHTER'S SMOKE CONTROL PANEL FSCP (909.16) The FSCP, will be located in a location as approved by Edmonds Fire Department. The FSCP will be provided per § 909.16, for manual observation and control of fans and dampers, which are a part of the smoke control system. The smoke control system will be controlled by the fire alarm system. The fire alarm system will be UUKL listed for smoke control application. The panel will be programmed to perform the weekly self -test of dedicated smoke control system elements. Any malfunction, or if the manual switches are set to off -normal position, will cause visible and audible signals at the smoke control United Building and Engineering Services, LLC 30 1 P a g e 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 united panel which will send a supervisory signal to the Central Monitoring Station. Results of self -tests will be printed and maintained in the Fire Command Room and will be accessible to inspection agencies. The FSCP will have the highest priority amongst the building system controls (except fire damper closure due to elevated temperature), whether or not smoke control has been initiated. SYSTEM RESPONSE TIME (909.17) Activation of the smoke control system must be initiated immediately after receipt of the appropriate automatic or manual activation command. The components must be activated in the sequence necessary to prevent physical damage of the equipment. The component response times should be similar to those response times listed below. The total response should not exceed 60 seconds, in accordance with standard practice. 1. Control air isolation valves - immediately. 2. Smoke damper closing - 15 seconds maximum. 3. Smoke damper opening - 15 seconds maximum. 4. Fans starting or energizing -15 seconds maximum. 5. Fans stopping or de -energizing - immediately. 6. Fan volume modulation - 30 seconds maximum. 7. Pressure control modulation - 15 seconds maximum. 8. Temperature control safety override - immediately. 9. Positive indication of system status - 15 seconds maximum. TESTING AND MAINTENANCE Prior to commissioning the smoke control system, detailed smoke control system testing scenarios should be developed by either the special inspector. The testing criteria should be reviewed by the City to ensure that the methods of testing are acceptable. TESTING PROCEDURES Three copies of a final document describing testing procedures of all active fire protection systems will be submitted to the City of Edmonds for review and comment as an electronic submittal. The preparation of the test procedures should be prepared by and coordinated through the respective Contractor and Engineer. CONTROL DIAGRAMS Three copies of the smoke management control diagrams should be submitted to the City of Edmonds prior to beginning testing of control equipment. SMOKE CONTROL SPECIAL INSPECTOR United Building and Engineering Services, LLC has been retained to perform Smoke Control Special Inspections to verify compliance with § 909.18. The smoke control system to be tested and a certificate of compliance be provided by the special inspector and responsible registered design professional certifying United Building and Engineering Services, LLC 31 1 P a g e 1400 1121h Ave SE, Suite 100 Bellevue, WA 98004 united that the referenced property is in substantial compliance. The certificate must identify the company, designer, special inspector that performed the testing, name, date, and address of the property being tested. The following statement must be included, "I have reviewed the report and by personal knowledge and on -site observation certify that the smoke control system is in substantial compliance with the approved design documents, and to the best of my understanding complies with requirements of applicable codes as identified in the smoke control report." PERIODIC OPERATION AND MAINTENANCE All active fire protection systems and devices will be regularly tested in accordance with applicable codes and standards by qualified individuals acceptable to the City of Edmonds. In accordance with § 909.12 the fire alarm/smoke control system will be programmed to automatically run a preprogrammed weekly test sequence on the smoke control system. This will include operation of the smoke control fans and dampers. Abnormal conditions will be reported audibly, visually, and by printer report. Per the Bellevue Smoke Control Guidelines —the system must be maintained in accordance with the manufacturer's instructions and 2018 IFC Sections 909.12 and 909.20.1 to 909.20.5. In addition, the Bellevue Fire Department Appendix E has additional requirements and standards. The following table provides guidance for implementation of selected aspects of Smoke Control Systems to be installed under the 2018 International Building Code, §909. The list is not intended to be a complete compilation of all requirements and resulting features. It is simply added detail about issues that are typically not well defined in smoke control system design documents and that have resulted in improper installations. United Building and Engineering Services, LLC 32 1 Page 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 united Code Reference Smoke Control System Feature Firefighter's Smoke Control Panel (FSCP) Configuration IBC §909.12 IBC • FACP shall be listed as smoke control equipment. — UL 864 UUKL §909.16.1 • Use of four status indicator lights (WHITE, RED, GREEN and AMBER) is specified by the 2018 IBC IBC §909.16.2 • The fire-fighter's control panel shall provide control capability over the complete smoke -control system equipment within the building asfollows: 1. ON -AUTO -OFF control over each individual piece of operating smoke control equipment that can also be controlled from other sources within the building. This includes stairway & elevator pressurization fans; and other operating equipment used or intended for smoke control purposes. 2. OPEN -AUTO -CLOSE control over individual dampers relating to smoke control and that are also controlled from other sources within the building. 3. ON -OFF or OPEN -CLOSE control over smoke control and other critical equipment associated with a fire or smoke emergency and that can only be controlled from the fire-fighter's control panel. Fire -Smoke Dampers (FSDs) IBC §717.3.2 FSDs must be Leakage Type II/250OF minimum. Detection and control system wiring IBC §909.12.1 • In addition to meeting requirements of NFPA 70, National Electric Code, all wiring, regardless of voltage, shall be fully enclosed within continuous raceways Power Systems IBC §909.11 The smoke control system shall be supplied with two sources of power. Primary power shall be the normal building power systems. Secondary power shall be from an approved standby source complying with NFPA 70, National Electric Code. The standby power source and its transfer switches shall be in a separate room from the normal power transformers and switch gear and shall be enclosed in a room constructed of not less than 1-hour fire - resistance rated fire barriers ventilated directly to and from the exterior. Power distribution from the two sources shall be by independent routes. Transfer to full standby power shall be automatic and within 60 seconds of failure of the primary power. The systems shall comply with the IBC or NFPA 70, National Electric Code. Verification IBC §909.12 The code requires methods of verification for actuation, testing, manual override, the presence of downstream power for all disconnects, and printed reports summarizing weekly preprogrammed tests accompanied by visual and audible signals if abnormal conditions exist. Air flow for pressurization fans must therefore be verified using pressure transducers listed for the intended ur ose or other approved means. Control Device Locations NFPA 72 (2010) Fire alarm control modules shall be located within 3-feet of the controlled circuit or §21.2.4 appliance. This rule applies to the following smoke control system components: • Building Management System (BMS) control unit • Fan controller (if the fan is controlled directly by the fire alarmsystem • The 3-foot rule may not apply to FSDs that fail -closed upon loss of power and have end switches to monitor their oosition. United Building and Engineering Services, LLC 33 1 Page 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 united Weekly Self -Test REFERENCES ASHRAE (2001), American Society for Heating Refrigeration and Air Conditioning Engineers, 2001 ASHRAE Handbook -Fundamentals, American Society for Heating Refrigeration and Air Conditioning Engineers, Atlanta, GA, 2001. Budnick, E. K. (1984), "Estimating Effectiveness of State -of -the -Art Detectors and Automatic Sprinklers on Life Safety in Residential Occupancies," NBSIR 84-2819, National Bureau of Standards, Gaithersburg, MD, January 1984. Evans, D. D., and Stroup, D. W. (1985), "Methods to Calculate the Response of Heat and Smoke Detectors Installed Below Large Unobstructed Ceilings," NBSIR 85-3167, National Bureau of Standards, Gaithersburg, M D, 1985. Geiman, J.A., and Gottuk, D.T. [2003], "Alarm Thresholds for Smoke Detector Modeling," Fire Safety Science — Proceedings of the Seventh International Symposium, 2003, pp. 197-208. Klote, J.H (2013), "Elevator Pressurization in Tall Buildings", International Journal of High -Rise Buildings, December 2013, Vol 2, No 4, pp 341-344. Klote, J. H. (1990), "Fire Experiments of Zoned Smoke Control at the Plaza Hotel in Washington, DC," ASHRAE Transactions, 92 (2), 1990, pp. 399-416. Klote, J. H., and Milke, J. A. (2002), Principles of Smoke Management, American Society for Heating Refrigeration and Air Conditioning Engineers, Atlanta, GA, 2002. Nelson, H. E. (1990), "FPETOOL: Fire Protection Engineering Tools for Hazard Evaluation," NISTIR 4380, National Institute of Standards and Technology, March 1990. Kung, Hsiang -Chang, et al. (1980), "Sprinkler Performance in Residential Fire Tests," prepared for the Federal Emergency Management Agency, United States Fire Administration 79019, Factory Mutual Research Corporation, Norwood, MA, December 1980. Tamaura, G. T. (1994), Smoke Movement and Control in High Rise Buildings, National Fire Protection Association, Quincy, MA, 1994. Walton, G. N. and Dols, Stuart (2005), "CONTAM 2.4 User Guide and Program Documentation," NISIR 7251, National Institute of Standards and Technology, November 2005. United Building and Engineering Services, LLC 34 1 P a g e 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 unitod CONTAM MODEL RESULTS United Building and Engineering Services, LLC 35 1 Page 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 Lik" qyunited �iNL �. FNGINEERINL 51 Estimates have been made for the actual leakage areas for various construction elements in the building based on the expected building construction. Final performance of the smoke control system should be evaluated in the "as built" condition during commissioning testing to ensure that the smoke control system is capable of providing the level of performance (i.e. pressure differentials and door opening forces at stair doors) suggested by this report. CONTAM Modeling or "hand calculations" can easily over -size or under- size fans due to assumptions for leakage rates. It is at least as equally important to take great care in selecting fans matched with VFD rated motors over a wide range of airflows while operating in stable fan regions. UNITED has performed computer modeling of airflow throughout the entire building using the computer model CONTAMW 3.1. Leakage values for average construction were evaluated. Additionally, the stair and elevator pressurization fans will be provided with variable frequency drives to facilitate final balancing. To clarify the meaning of "average" construction, values from Table 3.9 of the Handbook of Smoke Control Engineering are shown to indicate leakage areas per unit area for average construction. Additionally, the State of Washington has a requirement that the entire building envelope be leakage tested to confirm that the leakage rate of the building envelope does not exceed 0.25 cfm/ft2 at a pressure of 0.3 inches water gauge (2018 Washington Energy Code Section C402.4.1.2.3). These requirements further support that assumed construction for the building. Iahlr i 9: Flow Area. of AN: ll.and Floor. of( ,nui-dal Buildin;:.l %rea Ratio, Construction Element Leakage Leakage Arm per Unit Wall Area in,ift, fl'/ft' m'!m' Tight 72.10 5.0•10 5.0•10 Exterior building walls Average 2.5•10-2 1.7.104 1.7•10-4 (includes construdion crack and cracks around I.aosers) 5.0•10-2 3.5•10 33•104 windows and deo very Loose 1.7.10 1.2.10-3 12.10-; stairwell walls Tight 2.0.10-3 1A-10-5 1.4.10 I includes conswcuon cracks but not cracks Average 1.6•I(r2 1.1.1074 1.1•10-4 around w indows or doors) Loose 5.0.1(r2 3.5.10-4 3.5.I04 Elevator shaft walls Tight 2.6.le 1.8.1()4 1.8.1(p-4 t includes construction cracks but not cracks Average 1.2.10 8A.104 8A-lCr-4 around doors) Loose 2.6.10 1.8.10-3 1.8-10 Area Ratio' Construction Element Leakage Leakage Area per Unit Floor Area in'!ft' ft!R m'im' Floors" Tight" 9.5•104 6.6.106 6.6.10_6 (includes construction cracks and gaps around Average 7.5.10 52.10' 52-10 5 penetrations) Loose" 2A-IP2 1.7.1(4 1.7.10-4 IThrdme in thu wMe arcix use wilh do Drat cquelkm. Flowarearuinsforflow ffib.wlofC- 0.65n10.3in.14,005Pe). Values R...d rmios based on preswvaeon mcasurmnrnts m buildings by Tamura aM Nilsen 119661. Tenure and Stew t1976e: 19766: 1978) and Slow. eardon. anCheunF 119931. 'Floor Irakaee does not-- for gaps that wn be belwern o floor end a cunein wall. Zucs canalx+laled from the ascrege fl+nm lighmcss bnrcd on ranse of ughmers of other canmrmion wmpmwnla. Future building modifications including tenant improvements may impact the performance of the smoke control system described in this report. Any substantial changes to the building should be reviewed for their potential impact on the smoke control system design. United Building and Engineering Services, LLC 36 1 P a g e 1400 1121h Ave SE, Suite 100 Bellevue, WA 98004 DESIGN CONSIDERATIONS IBC §909.4 specifies that design of smoke control systems should be based on a rational engineering analysis that must include consideration of stack effect, wind effects, and climate. Temperature effects associated with the fire and air movement caused by the building's HVAC systems must also be considered. Stack Effect Stack effect is a phenomenon which will induce an upward or downward air flow within buildings due to the temperature difference between a building's inside temperature and the outside ambient air temperature. Generally, when the ambient air temperature is colder than the building temperature, air will move upward through the building. This is commonly referred to as normal stack effect and will occur under winter conditions. When the ambient air temperature is warmer than the building temperature, air will move downward through the building. This is commonly referred to as reverse stack effect and will occur under summer conditions. The magnitude of the stack effect induced air flow is directly dependent on the magnitude of the temperature differential between the building and ambient, as well as the building's height. Examples of the stack effect are depicted in Figure 1. Note: Arrows indicate direction of air movement wi trai Pler Reverse Stack Effect Figure ]. Stack effect flows in a building. For the purposes of the analysis, the building is assumed to be at 68 'F. Climate data for the Seattle, Washington area was obtained from the SFPE Handbook of Smoke Control Engineering [SFPE, 20121. The design summer and winter conditions recommended by Tables 2.1 and 2.2 of the SFPE Handbook of Smoke Control Engineering were used in the analysis: Recommended design temperature (Winter): 24 °F Recommended design temperature (Summer): 85 °F The smoke control system was designed to satisfy the required pressure differences using static fan sizes at both the maximum and minimum ambient design temperatures. Wind The effect of wind on a building is a very complex phenomenon which is affected by building shape, United Building and Engineering Services, LLC 37 1 Page 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 united building height, and even other nearby buildings. Wind pressures can vary widely across each face of a building, making input of wind pressure into computer simulations difficult. Often, gross generalizations regarding wind pressures have to be made due to lack of available data. Also, the stairwells and elevator shafts are located interior to the building floor plate and would be minimally affected by wind (if any). However, the effects of 20 miles per hour (mph) wind from the southern direction (predominant direction for Seattle area) were included in the computer modeling. HVAC Systems Building HVAC systems in addition to those dedicated for smoke control purposes need to be evaluated for their contribution to smoke movement within a building. Of particular concern are those systems, which affect the pressure differentials of adjacent spaces. The parking garage ventilation fans were modeled as continuing to operate during a fire event. The HVAC systems serving the building areas were modeled as being required to shut down upon a fire alarm condition. Therefore, the ventilation system was not included in the air flow analysis. The interior environment for the computer modeling was as follows: Inside building temperature in summer and winter - 70°F Shaft summer temperature - 78°F Shaft winter temperature - 45°F Design Fire IBC §909.9 requires the design fire to be based on a rational analysis performed by a registered design professional and approved by the fire code official. A design fire, defined by a heat release rate, is used by fire protection engineers to calculate the exhaust capacities needed for atrium smoke control. The exhaust rate needed for atrium smoke control is a function of the air entrainment rate into the rising smoke plume (as well as the density of air at the temperature of the smoke layer). The air entrainment rate into the rising smoke plume is a function of the atrium height and the heat release rate of the fire. In the case of the proposed smoke control system, which is based on a pressure differential design objective, it is not the heat release rate of the fire that matters but the resulting fire compartment temperature. The minimum pressure differentials specified by code for sprinklered and non-sprinklered buildings implicitly consider the maximum compartment temperatures possible in these two different scenarios. For the same size fire (i.e. heat release rate), compartment temperatures can vary greatly depending on the geometry of the enclosure and construction materials used. The temperature of the fire compartment will dictate the buoyancy force of the hot gases. See below for an analysis of temperature effects. As a result of this analysis, the smoke control system design was not altered to accommodate for the temperature effects of a design fire. The 2018 IBC code required minimum design pressures (0.10 inches of water) used in the stairwell and elevator pressurization system design offers an additional safety factor for the design fire scenario. Temperature Effects IBC Section 909.4.2 requires that the buoyancy and expansion caused by the design fire be addressed. Both empirical and theoretical approaches may be taken in this endeavor. It is the intent of the code that the designer examines the potential impact of likely severe design fires on the particular fire protection United Building and Engineering Services, LLC 38 1 Page 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 systems and passive barrier systems present in a building. Based upon the analysis, logical steps can then be taken to reduce the probability of smoke migration from the zone of fire origin to surrounding smoke zones. Empirical Data Tests conducted at the Plaza Apartments (Klote, 1990) support the notion that uncontrolled and unchecked production of hot gases (as might occur in an unsprinklered enclosure) creates the most severe conditions with respect to expansion of hot fire gases within the zone of origin. For sprinkler- controlled fire scenarios, the production of gases and smoke is dramatically reduced as a result of the cooling effects of water. Further, the heat release rates (HRR) of controlled fire scenarios are typically far less than those observed for similar uncontrolled fire scenarios, thereby limiting smoke production. Theoretical Effects of Buoyancy According to the principles of smoke control design, and documented in the Handbook of Smoke Control Engineering, buoyancy forces of heated gases are a direct result of the density differential between the heated and unheated or relatively unheated gases within a space. Equations 3.33, and 3.34 in Chapter 3 of the ASHRAE text can similarly be applied to arrive at the pressure difference between a room or series of rooms and surrounding spaces outside the space of fire origin. Assuming that the heated gases within the space will be cooled by sprinklers to some temperature below 350°F, application of the above equations demonstrates that only minor pressure differences, in the range of approximately 0.05 to 0.15 in. WC, will be achieved. It should be noted that for sprinkler -controlled fires, smoke temperatures of 165°F (the activating temperature of the sprinklers) are considered more realistic per NFPA 92, and even this value is considered somewhat conservative once the sprinkler system is activated and mixing and cooling effects are considered2. In either case, the larger the space, the greater the heat losses to the surroundings as the hot gas layer is diluted, and hence the smaller the pressure gradient. Table 1 lists a variety of pressure gradients for rooms and fires of varying sizes, as well as corresponding pressure gradients that would be anticipated. TABLE 1 - EFFECTS OF BUOYANCY ON PRESSURE GRADIENT' COMBUSTION GASES —TEMPERATURE AT PRESSURE DIFFERENCES (IN. WC) (ASSUMES ROOM CEILING 2F TEMPERATURE OF 682E 1,290°F (uncontrolled) 0.35 (assumes 35 ft. height of space) 350°F (sprinkler controlled) 0.15 (assumes 30 ft. height of space) 350°F (sprinkler controlled) 0.05 (assumes 10 ft. height of space) 165°F (sprinkler controlled) 0.07 (assumes 30 ft. height of space) 165°F (sprinkler controlled) 0.02 (assumes 10 ft. height of space) It is evident from the data in Table 1 that sprinkler controlled fires in spaces with lower ceiling heights generate very small pressure gradients in the area of fire origin as a result of buoyancy. Based on this data, it can be determined that buoyancy effects do not need to be considered in the stair and elevator United Building and Engineering Services, LLC 39 1 Page 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 pressurization system modeling performed for this project. This analysis assumes that the maximum temperatures within the fire compartments will be less than 350°F since the building is fully sprinkler - protected. The ceiling heights will generally be about 13 ft (or less) and the pressurization systems will be designed to produce a minimum pressure difference of 0.10 in. WC, which will be greater than the maximum expected buoyancy induced pressure gradients within the room of fire origin. Theoretical Effects of Expansion Smoke movement can also be caused by expansion from the energy released by a fire. The degree to which expansion occurs and how the smoke migrates to adjacent spaces primarily depends on whether sprinklers activate and the nature and quantity of leakage paths between the room of fire origin and the adjacent spaces. The ratio of the volumetric flows into and out of the room of fire origin is expressed as a ratio of absolute temperatures as shown in Equation 3.28 (Chapter 3) of the ASHRAE text Handbook of Smoke Control Engineering. iI ` ill Till where 1 )llr = volumetric flow of smoke out of the fire compartment, cfin (nil/s), I111 = volumetric flow of air into the fire compartment, cfin (m1/s). Calculations using the above referenced equation demonstrate that for an unsprinklered fire having hot gas temperatures of approximately 1,110°F, the hot gases produced by the fire will expand to approximately three times their original volume.5 In comparison, for a sprinkler -controlled fire having gas temperatures of approximately 350°F, the gases will expand to approximately 1.5 times their original volume. As steps are taken to reduce the temperature of the hot gas layer, such as providing sprinklers that will discharge and control the fire, the effects of expansion on smoke migration can be all but eliminated. For these reasons, it was determined that the modeling performed for this analysis did not need to consider expansion effects. It should be noted that the pressure differences due to the rapid evaporation of water and creation of steam from water application on a fire were not included in the analysis. Tests have shown that under normal conditions of sprinkler operation, sprinklers are activated by the first flow of gases rising from the fire. Room temperature conditions are not hot enough at that point to cause an instantaneous evaporation of a large volume of water [Tamura, 1994]. Duration of Operation IBC Section 909.4.6 requires that all portions of the smoke control systems be capable of continued operation for not less than 20 min. In addition, the stair and elevator shafts will be enclosed with 2-hour fire -resistance (FRR) rated construction and will have 90 min. protected opening assemblies. The shaft pressurization and associated ducts, control wiring and power wiring will also be enclosed in 2-hour construction for separation from the rest of the building. United Building and Engineering Services, LLC 40 1 Page 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 united CONTAM MODEL ANALYSIS A model of The Anthology at Edmonds Apartment project was constructed using CONTAM 3.1c, a multizone building air flow and contaminant dispersal modeled developed at the National Institute of Standards and Technology (NIST). This program is recognized by leading fire protection engineering resources (NFPA 92 [2012], Principles of Smoke Management [Klote, Milke 2012]) as being appropriate for the design of pressurization smoke control systems. There are two primary reasons for using the computer model, CONTAM, as opposed to standard hand - calculations to evaluate the proposed smoke control system. As part of a rational analysis of the smoke control system, per IBC §909.4, CONTAM was used to evaluate the proposed smoke control system under different combinations of wind speed and outdoor temperatures, which could create pressure and airflow conditions within the building that cause smoke infiltration into the stairs, or elevator shafts. This evaluation would be extremely difficult to perform solely using hand calculation methods. The unpredictable nature of closing doors, limited air relief during smoke control system operation, and other items introduces significant complexity to the smoke control systems. Evaluating these features with hand calculations is not realistic. CONTAM Scenarios and Results A series of CONTAM simulations were conducted to evaluate the proposed smoke control system as part of the rational analysis defined by IBC §909.4. The proposed smoke control system is capable of maintaining conditions such that the interior exit stairways are pressurized to a minimum of 0.10 w.c. and a maximum of 0.35 w.c. in the shaft with respect to the building with all stairway doors closed under maximum anticipated stack and wind pressures and also maintain an elevator door pressure differential of a minimum 0.10 w.c. and a maximum of 0.25 w.c. across the elevator door. It is important to note that a differential pressure of 0.10 w.c. is sufficient to prevent the passage of smoke created from a sprinklered fire as shown in the "Design Fire" section of this report. CONTAM MODEL RESULTS This section describes the analysis of the smoke control systems using CONTAM and the results of the analysis. The following conditions were modeled as part of the CONTAM analysis: • The actual architectural configuration of The Anthology at Edmonds Apartment project • Leakages through different construction elements, including walls, floors, doors, and other air transfer openings United Building and Engineering Services, LLC 411 Page 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 united • Air flow locations and quantities matching the design for the smoke control system • Extreme weather conditions to account for stack effect and wind effect The results of the CONTAM computer modeling are presented at the end of this section in terms of the pressure differentials across residential floors and stair / elevator doors. The results were compared with the design criteria summarized in the following table: Smoke Control System Design Criteria Stairwell Pressurization System - Pressure difference to all floors 0.10 in. w.c. min. to 0.35 in. w.c. max. Elevator Pressurization System — Pressure Difference to all floors (except recall floor) 0.10 in. w.c. min. to 0.25 in. w.c. max The results of the CONTAM analysis depend on the leakage through different construction elements. The leakage factors used in the CONTAM model are based on the information in "Principals of Smoke Management" by John Klote and James Milke, which could be different from the leakage factors in the actual building. The actual performance of the smoke control system might change if the leakage of the actual building components differs from the leakages modeled in this analysis. Based on the results of the CONTAM modeling summarized in this section and subject to the limitations outlined in this analysis and referenced documents, the designed smoke control systems for The Anthology at Edmonds Apartment project is capable of meeting the design criteria outlined above. Smoke Control Svstems The smoke control systems for The Anthology at Edmonds Apartment project is based on developing pressure differences between stair / elevator shafts and adjacent spaces. The CONTAM model has been used to analyze the stair and elevator pressurization systems. The design of the smoke control systems is summarized below. A. Smoke Control System Modeling The smoke control systems have been evaluated under varying weather conditions. The results outlined at the end of this section are designed to both analyze the capabilities of the smoke control systems to achieve the design criteria and to provide guidance on the impact of various weather conditions on the pressure differentials in the building that can be used as part of the smoke control system testing. 1. CONTAM Model (CONTAM 3.1c) CONTAM is a computer program developed by the National Institute of Standards and Technology (NIST) for multi -zone indoor air quality and ventilation analysis that can calculate air flows and pressure differentials under a range of weather conditions. The CONTAM model works by dividing the space into multiple zones. Each zone is assumed to be well -mixed, meaning that the state properties (i.e. temperature) within each zone are uniform. Airflow between different zones driven by mechanical means, wind pressures, and buoyancy effects (induced by the United Building and Engineering Services, LLC 42 1 Page 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 united temperature difference between zones) are calculated by CONTAM. In this analysis, a CONTAM 3.1c model has been developed for The Anthology at Edmonds Apartment project from Level 1 to Roof (all levels). Each floor has been divided into multiple zones, including one zone for each of the vertical shafts, one zone for the corridor, one zone for the apartment units, etc. Zones are connected by flow paths described in the following section. 2. Building Leakage Building leakage was modeled as one-way flow using a power law relationship using a pressure exponent of 0.65. The effective leakage areas below are based on values found in "Principles of Smoke Management" by John Klote and James Milke. Since the final construction is not yet complete, the values chosen represent leakage looser than average. Construction Element Leakage Area Ratio - A/Aw Exterior walls 0.001 Corridor walls 0.0018 Stairwell walls 0.00035 Elevator walls 0.0015 3. Doors Doors were modeled as one-way flow using a power law relationship and a flow exponent of 0.65 consistent with the data source for the leakage area. Door leakage areas were based on "Principles of Smoke Management" by John Klote and James Milke: Construction Element Leakage Area Per Door (sq. ft.) Exterior doors 0.461 Residential doors 0.300 Stairwell doors 0.244 Elevator doors (open) 6.00 Elevator doors (closed) 0.37 The discharge coefficients used in the CONTAM model are based on the "Principles of Smoke Management" by John Klote and James Milke. 4. Other Openings United Building and Engineering Services, LLC 43 1 Page 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 united Other openings to the exterior within each of dwelling units, including operable windows, toilet exhausts, fireplace exhausts, range exhausts, dryer exhausts, and ventilation intakes, are accounted for in using loose leakage factors in the model. In addition, any variability caused by these openings will be compensated by a factor of safety of 25% used in the calculation of the required air flow rate. 5. Weather Conditions CONTAM is capable of incorporating the effects of weather on a building. Weather parameters include ambient temperature, barometric pressure, wind speed, and wind direction. The weather conditions used in the CONTAM model are as follows (previously described in our report). Season Outside Temperature (°F) Building Temperature (°F) Shaft Temperature (°F) Winter 24 70 45 Summer 85 70 78 Wind speed data is also taken from the 2013 ASHRAE Handbook of Fundamentals, and is based on the 1% extreme annual wind speed (20 mph). The worst -case wind speed direction was used, regardless of the prevailing wind direction presented in the data. 6. Air Handling Units The mechanical smoke control systems design for The Anthology at Edmonds Apartment project are modeled as "Air Handling Systems" in CONTAM. CONTAM has the capability of considering both the quantity and location of supply and exhaust that will be provided as part of the smoke control systems. All pressurization systems include a single injection point at the top of the shaft. Since the smoke control systems (potentially) have been over -designed to allow them to be properly balanced in the field to achieve the required pressure differences, the smoke control systems have been manually balanced in CONTAM within the designed fan capacities to achieve the required pressure differences. Note that the smoke control systems will need to be balanced in the field and may differ from the flow rates used in the model, because the actual leakage of the building elements may differ from those used in the CONTAM model. B. Design Scenarios The anticipated performance of the smoke control systems has been analyzed under extreme climate conditions. Four design scenarios have been analyzed as follows: United Building and Engineering Services, LLC 44 1 Page 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 united Scenario Effective Season Wind Effect 1 Summer None 2 Summer 20 mph 3 Winter None 4 Winter 20 mph C. Analysis Results The air flows required to achieve proper pressurization of the stair and elevator shafts are shown in the table below. A factor of safety of 25% is included and will compensate for discrepancy between the estimated leakage factors and actual building leakage. Fans will have Variable Frequency Drives (VFD's) to provide the ability to adjust the airflow during final balancing and adjustments. Pressurized Shaft Required Airflow Rate at Top of Shaft (CFM) SPF-1 5,000 SPF-2 5,000 EPF-1 11,500 Elevator recall floors are as follows: o Primary Recall Floor = Level 1 o Alternate Recall Floor = Level 2 (this floor will also require a minimum 12 SF of free area relief) The stair and elevator fans are a utility set with a backward inclined fan wheel. This fan is classified as a non -overloading fan. We typically desire to have the fans final balanced for this project at or near 0.20" w.c. (this does yield higher CFM's than calculation at 0.10" w.c.). Beyond CONTAM modeling, this will be final balanced in the field under our direction and approval to operate per Code requirements in a manner that does not operate in any unstable conditions for the fan (RPM, amp, etc.). We recommend that a utility set fan (Greenheck USF) with backward inclined fan wheel to be used. Minimum external static pressure for sizing is 0.75" (we will want to review final mechanical design along with fan curves for the stair and elevator pressurization fans). In addition, each fan is provided with a VFD. The basis of design is an ABB ACH 580 in a NEMA-3R enclosure mounted by each stair and elevator pressurization fan. A final discussion is provided on the proper selection of the stair and elevator pressurization fans. The stair and elevator pressurization fans need to be carefully selected and matched with a United Building and Engineering Services, LLC 45 1 Page 1400 1121h Ave SE, Suite 100 Bellevue, WA 98004 united variable frequency to be able to work over a wide range of airflows without the fan operating in an unstable or improper area on the fan curve. As discussed in this report, CONTAM modeling or "hand calculations" can both as easily undersize or oversize smoke control fans because assumptions have to be made on leakage rates thru the various building structures. We believe in applying safety factors on the total airflow while equally applying our HVAC knowledge in the proper selection of fans that can operate without any issues over a wide range of airflows and matched with an appropriate variable frequency drive. Final balancing will then be utilized under our guidance to insure proper actual pressure differentials are utilized. IMPORTANT ADDITIONAL DESIGN CONSIDERATIONS: o All stair doors are to be supplied with Pemko adjustable door bottoms. Basis of design performance is a Pemko 4301_PKL Automatic Door Bottom o Elevator shaft is pressurized and is required to be airtight. All joints, edges, panels are to be fire caulked and sealed for this shaft. We assumed only a small amount of leakage via the elevator shaft o Elevator doors are to be installed in accordance with NFPA-252 to maintain the fire rating of the elevator door. This is also essential for smoke control as the maximum elevator door gap allowed is 3/8" (this helps also determine the elevator pressurization air leakage) o Elevator fronts are required to be sealed / fire caulked to sheetrock shaft o Stair shafts are also pressurized and are required to be airtight. All joints, edges, panels are to be fire caulked and sealed for these shafts o All shafts are indirectly pressurized. All joints, edges, panels are to be fire caulked and sealed for these shafts United Building and Engineering Services, LLC 46 1 P a g e 1400 112'h Ave SE, Suite 100 Bellevue, WA 98004 ANTHOLOGY PROJECT DESCRIPTION NEW 164,000 SF SENIOR INDEPENDENT LIVING BUILDING IN EDMONDS, WASHINGTON. THE BUILDING WILL HAVE 127 INDEPENDENT LIVING UNITS. THIS COMMUNITY WILL BE SPECIALLY DESIGNED FOR SENIOR RESIDENTS WHO ARE STILL ACTIVE BUT WILL BENEFIT FROM SERVICES PROVIDED BY THE OPERATOR. SERVICES INCLUDE COMMERCIAL KITCHEN AND DINING ROOM, FITNESS CENTER, SALON, LAUNDRY, SOCIAL ACTIVITIES, AND HOUSEKEEPING. PLANNING INFORMATION ZONE: CG (GENERAL COMMERCIAL) TAX LOT ID: I N 131 C B-01100 I N 131 C B-01000 PERMIT NUMBERS AUGMENTED DESIGN REVIEW: PLN2021-0004 CIVIL PERMIT: BLD2021-0116 BUILDING PERMIT: BLD2021-0088 ARCHITECT TEAM 21200 72nd AVE W DEFERRED SUBMITTALS EDMONDS, WA 98026 • SHOP FABRICATED WOOD TRUSS • FIRE STOPPING • WOOD I -JOIST • GLUED -LAMINATED CONSTRUCTION • ACOUSTICAL CEILINGS: CEILING SUPPENSION SYSTEM • ALUMINUM STOREFRONT • EXTERIOR COLD FORM FRAMING ALL DEFERRED SUBMITTALS SHALL FIRST BE SUBMITTED TO THE PROJECT ARCHITECT AND/OR ENGINEER FOR REVIEW AND COORDINATION. FOLLOWING THE COMPLETION OF PROJECT ARCHITECT'S AND/OR ENGINEER'S REVIEW AND COORDINATION, A SUBMITTAL SHALL BE MADE (FOR CITY REVIEW AND APPROVAL) BY THE CONTRACTOR, WHICH SHALL INCLUDE A LETTER (OR SHOP DRAWING APPROVAL STAMP) STATING THIS REVIEW AND COORDINATION HAS BEEN PERFORMED AND COMPLETED AND PLANS AND CALCULATIONS FOR THE DEFERRED ITEMS ARE FOUND TO BE ACCEPTABLE (E.G., WITH REGARD TO GEOMETRY, LOAD CONDITIONS, ETC.) SEPARATE PERMIT • MECHANICAL (2015 WASHINGTON STATE BUILDING CODE BASED ON 2015 IMC) • PLUMBING (2015 WASHINGTON STATE BUILDING CODE BASED ON 2015 UPC) • ELECTRICAL (2020 NEC) • FIRE ALARM (2015 WASHINGTON STATE BUILDING CODE BASED ON 2015 IFC, NFPA 13 - 2013, NFPA 99 AND 101 - 2015) • FIRE SUPPRESSION SPRINKLER SYSTEM (2075 WASHINGTON STATE BUILDING CODE BASED ON 2015 IFC, NFPA 13 - 2013, NFPA 99 AND 101 - 2015) • FIRE SPRINKLER (2015 WASHINGTON STATE BUILDING CODE BASED ON 2015 IFC,NFPA 13 - 2013, NFPA 99 AND 101 - 2015) • FIRE CONNECTION (2015 WASHINGTON STATE BUILDING CODE BASED ON 2015 IFC, NFPA 13 - 2013, NFPA 99 AND 101 - 2015) • SIGNS • CIVIL CONSTRUCTION PLAN SET - under separate Fill/Grade Permit • DEMO PERMIT - NOTE AS PART OF CIVIL • DISTRIBUTIVE ANTENNA SYSTEM (DAS) OWNER TEAM VICINITY MAP Eleven 4onkey 210th SI SW A D A D 212th St SW SITE LOCATION - Pt SW ,if Pt tit Park 212 Q 273th PI SW QEdmonds Family Medicine ? i01h St SW 210th St SW p Porbug Repair Q Whole Pup a TC Span America Q 19 a D 213th PI SW Edmonds Park & Ride O CONTRACTOR TEAM ::E Kafe Neo Edmonds Banner Bank © Q 0 D ev 212th St SW QMagic Toyota Q Allied Building Products, O A Beacon Roofing... SEAWEED Cannabis O O Edmonds - Dispensary... O ARCHITECT STRUCTURAL OWNER GEOTECH & ENVELOPE GENERAL CONTRACTOR FIRE SUPPRESSION ANKROM MOISAN KPFF ANTHOLOGY SENIOR LIVING TERRACON CONSULTANTS CATALYST CONSTRUCTION GROUP TBD 38 NORTHWEST DAVIS 503.245.7100 111 SW FIFTH AVE 503.227.3251 2401 EAST 2ND AVE 312.994.1880 21905 64TH AVE. W 425.771.3304 130 E RANDOLPH STREET TBD SUITE 300 www.ankromoisan.com SUITE 2600 www.kpff.com SUITE 500 anthologyseniorliving.com SUITE 100 www.terracon.com SUITE 2100 TBD PORTLAND, OR 97209 PORTLAND, OR 97204 DENVER, CO 80206 MOUNTLAKE TERRACE, WA 98043 CHICAGO, IL 60601 MARK MILLER 503.952.1397 JIM VODDEN - PE, SE 503.764.0529 MICHAEL DUGGAN 720.805.0497 ZACHARY L. KOEHN - P.E. HARDIK PATEL 312.800.5376 PRINCIPAL markcm@ankrommoisan.com jim.vodden@kpff.com SVP, DEV & CON mduggan@ca-anthology.com VP, PRE -CONSTRUCTION HPatel@catalystconstructiongrp.com RICHARD GRIMES 503.952.1563 ANDI CAMP - PE, SE 503.764.0514 BEN TROUTMAN 312.994.1875 DAVID A. BASKA - P.E. OWEN SMITH 312.446.4016 PROJECT ARCHITECT richardg@ankrommoisan.com andi.camp@kpff.com SM, PRE -CONSTRUCTION btroutman@ca-anthology.com PRE -CONSTRUCTION MGR osmith@catalystconstructiongrp.com ALICIA DUNSTAN alicia.dunstan@terracon.com INTERIORS FOOD SERVICE CIVIL ADA CONSULTANT ANKROM MOISAN CLEVENGER ASSOCIATES NAVIX ENGINEERING SCULLY ADA CONSULTING 38 NORTHWEST DAVIS 503.245.7100 11803 101 ST AVENUE COURT EAST 253.841.7811 11235 SE 6th STREET 425.453.9501 HOMEWOOD, IL 708.280.6435 SUITE 300 www.ankromoisan.com SUITE 103 www.clevengerassoc.com SUITE 150 www.navixeng.com PORTLAND, OR 97209 PUYALLUP, WASHINGTON 98373 BELLEVUE, WA 98004 DARLA ESNARD 503.977.5243 TAD DOMEK 708.548.2503 JENELLE TAFLIN - P.E. 425.458.7896 CHRISTINE SCULLY 708.280.6435 PRINCIPAL darlae@ankrommoisan.com tad@clevengerassoc.com jtaflin@navixeng.com cscully@scullyada.com LINDSEY NEAL 503.952.1370 JASON GREEN 425.458.7934 INTERIOR DESIGNER lindseyn@ankrommoisan.com jgreen@navixeng.com PLUMBING MECHANICAL LANDSCAPE TRAFFIC DC ENGINEERING DC ENGINEERING THOMAS RENGSTORF & ASSOCIATES TRANSPORTATION ENGINEERING NW 440 EAST CORPORATE DRIVE 208.288.2181 440 EAST CORPORATE DRIVE 208.288.2181 811 FIRST AVE 206.682.7562 11400 SE 8th STREET 425.250.5001 SUITE 103 www.dcengineering.net SUITE 103 www.dcengineering.net SUITE 615 www.thomasrengstorfassociates.com SUITE 200 www.tenw.com MERIDIAN, ID 83642 MERIDIAN, ID 83642 SEATTLE, WA 98104 BELLEVUE, WA 98004 AARON PROUGH 2O8.493.0027 AARON PROUGH 2O8.493.0027 SCOTT EVANS sevans@trengstorf.com MICHAEL J. READ, PE 206.361.7333 ext. 101 aprough@dcengineering.net aprough@dcengineering.net PRINCIPAL mikeread@tenw.com ELECTRICAL LOW VOLTAGE DC ENGINEERING M&R DESIGN SERVICES GROUP 440 EAST CORPORATE DRIVE 208.288.2181 515 BOND STREET 847.634.1200 SUITE 103 www.dcengineering.net LINCOLNSHIRE, IL 60069 www.mandr-dsg.com MERIDIAN, ID 83642 GINA SPIRNOCK - LC 208.493.0011 BRYAN BOONE bboone@mandr-dsg.com gspirnock@dcengineering.net SCOTT SUPERFINE ssuperfine@mandrelectronics.com Q0 1714 MO 00 Cn cn 0 Z z O� 0 V LU 0 z L.L 0 z OJ LU 0 C� 0 0 z O>LU J r O_ C: 0 J O o Z 2 Q (V z Q REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 COVER SHEET CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 10'-0" STORM EASEMENT ZIA (E) CMU WALL i I _ I (E) CONC. WALL r �I I O 1O2 03 4 5O 6 8O I I I I I I I I I I I I I o SIGN y FIRE HYDRANT LANDSCAPE )PERTY LINE� 00 --- - - --- - -- -------------------------------------- FlIZ11-4 -- - - - -- - - -- - - - - - - - - -- - - - O 0 0 SEE CIVIL DRAWINGS UNDER PERMIT 10'-0" STORM ACCESSIBLE ROUTE OF CONCRETE SIDEWALK TYP. 10'-0" STREET #BLD2021-0116 FOR FIRE LANE STRIPING UP TO ^ EASEMENT TRAVEL TO PUBLIC WAY BUILDING MOUNTED FLAG POLE SETBACK BUILDING EDGE. � i F----------- i F� PLANTER, TYP. ------ - - - -- -- - - --- - - - - -- 1----- - - - - - - PAINT, TYP PAINT, TYP i RISER ROOM O 1034 i 0 24 -11 DRIVE AISLE o jCONCRETE SIDEWALK TYP.1 BIKE PARKING O I I CONCRETE I I I I I 0 0 PASSENGER LOADING ZONE, VERTICAL MIN Li CLR 114" � BIKE // PARKING 5' OTI 9 10 12 13 I I I N N 0 PROPERTY LINE 00, IU-0" UTILITY EASEMENT __7 I I I I I I I o 1NEW INDEPENDENT LIVING NOTE: SEE SHEETA2.01 FOR I o EHICULAR AND PEDESTRIAN BUILDING I SLOPES THROUGHOUT i m PARKING GARAGE AREA 1 j 1 163,986 SQUARE FEET I CCESSIBLE ROUTE OF TRAVEL_j TYP ------------ Li I I I I A1.2o I I I o I I I I I 0® 0 O O 0 Ll - STAIR - 1 - - - - - - I I I I I I I I I I I I CONCRETE I I I I I I Li MECHANICAL 1032 I I I I I I I I ///�0ER LNE SEWER �EASEMENT�/// S / �1 PROPERTY LINE C .. SITE PLAN 1 1/8" = 1'-0" FA IF7 O 0 LOADING Of I I I I I I I I I I I ADJACENT PROPERTY j 10'-0" UTILITY /,EASEMENTi 3'-0" ELECTRICAL EASEMENT 10'-0" UTILITY - EASEMENT 1 U-0" STREET SETBACK ---TRASH ROOM CANOPY ABOVE STAIR - 2 GENERAL NOTES - SITE PLAN 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, CONFLICTS ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE START OF CONSTRUCTION RELATED TO SUCH. 3. REFER TO CIVIL DRAWINGS FOR GRADING AND UTILITY INFORMATION. 4. CONTRACTORS SHALL VERIFY ALL LOCATIONS OF EXISTING UTILITIES, CARE SHOULD BE TAKE TO AVOID DAMAGE TO OR DISTURBANCE OF EXISTING UTILITIES. 5. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR ALL PUBLIC RIGHT-OF-WAY IMPROVEMENTS. 6. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR THE LOCATION OF THE HOOK-UP. 7. THE CONSTRUCTION SHALL NOT BE WITHIN 10' OF ANY POWER LINES - WHETHER OR NOT THE POWER LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS OR ADDITIONAL EXPENSES. 8. SEE SHEET A1.01 - SITE DATA FOR FURTHER INFORMATION REGARDING NUMBER AND TYPE OF VEHICULAR AND BICYCLE PARKING SPACES PROVIDED. 9. FIRE LANE LOCATION IS DIAGRAMATIC, SEE CIVIL FOR EXACT LOCATIONS AND FOR STRIPING ❑ REQUIREMENTS. 10'-0" X 10'-0" PED & SITE DATA k7 UTILITY EASEMENT TOTAL PARKING COUNT: 83 LEVEL 1: 29 - - -- --� LEVEL P1: -')4i BICYCLE PARKINING : 10 ACCESSIBLE PARKING 5 REGULAR STALL PROVIDED (4 ON L1; 1 ON LEVEL P1) 1 VAN STALL PROVIDED (1 ON L1) A REQUIRED ACCESSIBLE PARKING *PER TABLE 1106.1 A MINIMUM OF 4 PARKING SPACES ARE REQUIRED TO 00 z00 BE ACCESSIBLE FOR A PARKING COUNT OF 83. PER 1106.5 1 SPACE IS 00 REQUIRED TO BE VAN -ACCESSIBLE. a B Note: A total of 127 R-2 units are provided, and 83 parking stalls are provided, reducing the overall parking ratio to units to less than 1 stall per unit. IBC 2015 1106.2.3 "Where at least one parking space is provided for each dwelling unit or sleeping unit, at least one accessible parking space shall be provided for each Accessible and Type A unit." 1106.2.3 does not :ONCRETE SIDEWALK TYP. apply to scope of project as the parking spaces are not meeting the r minimum provision of 1 parking space per sleeping or dwelling unit. SITE: 33,926 SF I SITE LEGEND LANDSCAPE i — C 40 1 5/8" CONCRETE SIDEWALK E CONCRETE PT DECK L J I LU PEDESTRIAN ONLY WALKING AREA z�F• OF LOCATED WITHIN PARKING GARAGE LU I I lam I z o I � 'o N I I I I GENERATOR 1031 I I I tAS H -AGING 2EA� ;w Iz , J ,w to la H J K L I& NOTE: SEE CIVIL CONSTRUCTION PLANS, REVIEWED UNDER FILL/GRADE PERMIT #BLD2021- 0116, FOR ALL REQUIRED CIVIL SITE IMPROVEMENTS. e 9281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. O 00 C, () O 0 z z O� � >a 0 � w 0 z z LL O OJ o Ir O z O;LU J CD o O� O N J CD O ~ = Z c)N z N Q � Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 A 08.20.21 City Comments #01 B 12.18.21 City Comments #02 SITE PLAN CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 SHEET NUMBER Al 901 KEY NOTES - PARKING LEVEL FLOOR PLANS GENERAL NOTES OSTRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE PARKING LEVEL FLOOR PLANS TREATMENT, SEE DETAIL 12 / A0.41 OELECTRIC VEHICLE CHARGING STATIONS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2L 2. OMITTED OELECTRIC VEHICLE CHARGING STATIONS - FUTURE 3. PROVIDE GUARDS AT EXPOSED PIPING AND CONDUITS IN ACCORDANCE WITH DETAIL 20/A1.20 4. PROVIDE BOLLARDS TO PROTECT DUCTS, EQUIPMENT AND OTHER CONSTRUCTION FROM IMPACT BY O4 BICYCLE RACK; 10 STALLS TOTAL, 5%TO BE VEHICLES, IN ACCORDANCE WITH DETAILA1.20. ACCESSIBLE 5. SEE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS 6. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. O5 COLUMN TO BE FINISHED WITH WALL ASSEMBLY 7. SEE SHEETS A0.21, A0.31 FOR WALL ASSEMBLIES. 9M•2 8. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON SHEET G2.01 FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 9. SEE ENLARGED PLANS FOR DETAILED DIMENSIONS, WALLTAGS AND DOOR TAGS 10. MAINTAIN MINIMUM CLEAR HEIGHT OF 98 INCHES, MEASURED VERTICALLY FROM FLOOR LEVEL TO LOWEST OVERHEAD OBSTRUCTION, COMMENCING AT POINT OF ENTRY OF PARKING GARAGE TO LOCATION OF ALL ACCESSIBLE PARKING STALLS REGARDLESS OF WHERE SUCH STALLS ARE LOCATED IN THE GARAGE. 11. HM DOOR OPENINGS IN CONCRETE CURBS AND WALLS INCLUDE 1" CONSTRUCTION TOLERANCE. MASONRY OPENINGS DO NOT INCLUDE ANY TOLERANCE. 1 2 3 4 5 6 8 9 10 12 13 12. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR 7 WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. J -I J J J J J PIF J J -1 J 01 9Q81 r 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 C ANKROM MOISAN ARCHITECTS, INC. Q0 (V 00 M z V� 0 Z z O w o z z LL O OJ o O 0 z O ; �00 J C) 8 O� O N O 0 O co 1 = 4t Z ON z � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 A 08.20.21 City Comments #01 4 01.03.22 Addendum #03 RFI - 001 PARKING LEVEL 1 FLOOR PLAN CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 3 0 I FO CONC 14 3 �.51 1 2 3 4 O 6 7 O8 9 10 12 I I I I I I I I I I I 18'-6" 12'-55/8" ' 14'-41/2" ' 6'-2" ' 13'-0" 23' - 31 /2" 28' - 6" 27' - 31 /2" 1 •.01 13'-83/4" 9'-53/4" 1 -7 Ov \ A311 1 1 - o----------L------------------------------------ --------- ---- --------------- -------------- ----- ------ A4.52 ---------------------------�------------------------------------ ---- ---- - ----- -- 3 ' 30' - 0" A4.52 - -- 1 I 4 1 J 6 2 15 0" 2' - 7' 1 ' 31 /4" 14' 11 " 24' - 6" 1 ' 6 A4.51 5- 611 ---------- --------- ---- 5.4- ----- ----- --- 1 6 1 PAINT z PAINT PLANTER, TYP 4 L- 0 COLUMN, TYP _ I Lt(/ ju o (SEE STRUCTURAL) iO N- - - BOLLARD, TYP - I - - - - I - - - - - C � _ mow 24' 11 " TYP I I DINING 01 - - 5.2 � 22'-0"MIN ACCESS AISLE 12 1 �--------- ---- -------------------� --- --- - A1.20 � BISTRO �Q4 I PASSENGER - I j LOADING ZONE, L GREAT ROOM 1002 ' r VERTICAL MIN I TO RAG TORAG CLR 114" S10 6 S10 1001 i 1007A 1007B F 1�7 -1 1 y �I I o o VgST. e z 60"CLR A5.11 j o 1 00 FRAMING OMEN'S �n m - -6 WALL BELOW- RR �, i o - o Jill 009A d 2 u 0 0 ; g'_p" 4 iD - ��� 1006 BEVERAGE KITCHEN -J A4.52 N j - I - -J-01 I -- -- 13 ❑ O ' i -- -- A1.20 R 1010 I 1005 -- FAMILY ROOM I I I i I I PAINT, TYP L - - - - -- - - - - - M MIN CLR ;\" O I MEN S I •a ' I � C� P-T-�O I I v I 11 T I 1020A L MAIL - I I ❑ PAINT, TYP _ 1 _ A1.20 _---- 1L =y 1 2A / 1 1003 0 I to � 11 Li0 DISCOVERY/ l M ELEV. 0 41TING ---- ------------- - ------ ----- - - - - r ° --- �- -- 8 y W Z I oo I I - - - - -- 1012 l7 0 A3.13 . I 1 2B = o I USINESS OFFIC - - - - l rn I I O i I K-TYPE FIRE iMEXTINGUISHER 101 ON L.� 25'-91/2" ® o- CD_ _ _ 1`T , 1027 021 102 ELEV - 1 �B ELEV - 2 22'-0" MIN ACCESS AISLE ' `r' 1027 I _ 44 TYP I I' - a C M D-M SALES MGR --- _ 00 -o - - - A1120 o ' R 10 102 1023 1019B 1019A -1 20------------- ' �- I STAIR - 3 N �, I i I �1026 - RR �J 1017B - I 101 -- - - ACCESSIBLE ROUTE OF TRAVEL i I 0 Q 1023 1019A - I ----- 6 5.2 _ _ 1 6 1 ----- - 10 9B A6.03 * 0 1 1 I =I 1018 RECEIVING 2/o MAX CROSS SLOPE @ ,,, 1025 ❑ ACCESSIBLE STALLS AND ,� EMPLOYEE 1017 CORRIDOR I TRASH 7 2K6. ROUTE OF TRAVEL I I 10.0 J 024 IDF 1 1016 1015 A6.22 1 /� I ' LOUNGE 1018 1017C ' ' 0 1015 CD- - - - VB\ I 10- _ 1019 - °° I I � -�- -- - TRASH EXEC DIR. SALES MGR / Li z i 1025 1024 . y I MOP SINK COLLECTION I I I � I I I' I � I ❑ o I I LOAD I N 6 195' 1 5/8" o [No Slope] , on I AREA TO -K 18 0 , 14 61/4 4 3 5 IQ�I ��� RECEIVE 121 6 1 L a I 271 VAN ACCESSIBLE PAINT TYP ,i D , - A4.51 TRAFFIC 2 �. o ,� I - --------- - QB i XF4'-6" 4'-21/4" COATING � 131 Bg. i 00 11 8'-6" 8'-611 � 8'-6" z o I TY - - - - 4 o Q < 1 22' -1 3/4" I ��f� 4 I A6.03 `n g `� m A6.03 0 0 A6.02 IDN STAIR E1 Li - -I- 1' STAIR - 2 71 - -- - --------------------------� - - - - - - - - - - - - - - - - - NO SLOPE ° ° _ 1 6 � - - - - - - - = fi THIS AREA q 1040 z I ' CV / 0 0 I UP X S 1 1 1 1 C) UP 95 1 GUARD RAIL @ -� 19'-2" SLAB EDGE / i - BOLLARD _ I I It55 I 60 I � 7 M K3.1 T- - - - 18'-0" � I I 2 IA4.01 °O DN 5.2 6 113422, - - 5.2 3 8 131121 1 3.5 MECHANICAL 1032 --- � II 1032 � 1 1 c 5 1 3.5 8'-6" 8'-6" 8'-6" 8'-6" " 8'-6 10 FO CC NC, I- N j z 3B 8.1 OII 0 LLI i 23' - 7" 13 I LEVEL 1 1 /8" = 1'-0" SS 1 1 I 9'-0" 9' 0" 9'-0" 9'-0" 25'-6" 0 0 O O 0 O 0 131121 � z B4.1 3 8 25- 41 /4" 1 00 1 m CLR O J v GENERATOR o _ 1031 T I I I __ -----_ ---- ---------- -_---------- -------_------ - I I - G 1 A3.12 2 A4.51 DOWNSPOUT I I I FO SHTG N o io TRASH TAGING 1� � i 3 A6.01 ' TRANSFORMER- M - - - ---------- -- zl 0 O GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN. 3. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 4. SEE SHEETS A0.1 1 & A0.21 FOR WALL ASSEMBLIES. 5. SEE SHEET A0.41 FOR TYPICAL FRAMING AND ACOUSTICAL DETAILS. 6. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.20 FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. ❑ 7. REFER TO ENLARGED UNIT PLANS (A5.21-A5.25 SERIES) FOR DETAILED INFORMATION WITHIN EACH RESIDENTIAL UNIT 8. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. 9. NOTES TO ALIGN ARE TO FACE OF FINISH, UNO. 10. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. 11. CLOSET DOORS AND OPENINGS ARE CENTERED ON THE CLOSEST WALL, UNO. DEPTH MAXIMUM INSIDE OF CLOSET IS 24", UNO. 12. CORRIDORS TO BE 6'-0" MINIMUM CLEAR, TYP. 13. CORRIDOR HANDRAILS SEE SHEET Al1.02 FOR DETAILS 9/10 14. SEE EXTERIOR ELEVATION SHEETS A3.11-A3.12 FOR EXTERIOR WINDOW TAGS KEY NOTES - PARKING LEVEL FLOOR PLANS OSTRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE TREATMENT, SEE DETAIL 12 / A0.41 2O ELECTRIC VEHICLE CHARGING STATIONS 0 ELECTRIC VEHICLE CHARGING STATIONS - FUTURE 4O BICYCLE RACK; 10 STALLS TOTAL, 5% TO BE ACCESSIBLE 5O COLUMN TO BE FINISHED WITH WALL ASSEMBLY 9M.2 O O r, 0 PROJECT I F rn N 00 G m 0 N NN i� L 9281 OOF 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. O O 00 z V) 0 Z z O� G� Q Lu V' z L.L O z OJ Lu Lu lc:� O z O> Lu CD o O� N O CD J o O Z N z � N w Q � REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 2 07.6.21 Addendum #02 A 08.20.21 City Comments #01 B 12.18.21 City Comments #02 4 01.03.22 Addendum #03 LEVEL 1 FLOOR PLAN CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 D 2 3 4 5 6 7 8 T c0 12 CD 12'-5 5/8" 14'-4 1/2" 6-2" 13'-0" 18'-6" 23'-3 1/2" 28'-6" 27'-3 1/2" 13-8 3/4" 9'-5 3/4" 23'-7" A.02 I SEE FOR CANOPY PLAN 3 1 1 1 1 = 1 A4.52 1 A4.52 A4.01 A4.51 A4. 2 Ln 5,41 - - - - ---�-----------------0 ------------ ------ -----------------------------I --------------A3.11 ---------------------- -------t`.5-tt2"- ------------------------------- ---- -- 13'-6" 4'-6" 8'-11" j 7' 11/2" 2 1' 7" 6' 1 ". 5' 7" T - 9" 1 T - 0" C 1 _ g 101 /2" 1 ' 017/2-43'6„3 113/4 2 1/2"3' 2" I I FO SHTG _ L 5G - ❑ 2 1.51 ---- - - - 2 6G - - z IL-C3 IL-Cl (TYPE A) z IL-B5 IL-B1 z IL-B6 IL-B1 El ❑ 218 216Now Q 214 212 J O 210 208 aLL I I I J I �I I ❑ I L L j ❑ - El EiK CEO o ° ° � - I I -cc Ll L� C( sIM 6B 1 CORRIDOR -- ---------- 2100 A5.12 - - LL11 i 005 ' � �� I ' I ❑ I STO R. o � I I 'loo ❑ Zoos - STOR. 3 - ' I L- B 1 Q2 2004 A4.51 ELEV. WAITING 000, ❑ ' ' 2000 5 003 � I I A6.21 ELEC/IDF o3 �I 00 I I L-C4 121B6 o 66.1 IDF/ELEC 0 I --------- --- 11 6 2006 I 213 - 6G L!I 1� , I 2 6 6B.1 1- --------- 3 ' A4.02N I � ELEV - 1 CB ELEV00 - 2 A 6�1 I L-A2 222 ❑ i 002 FF 111 � II NI 01 LL ------------------------ - 5- 11 1 /16" Fa FO SHTG JLn 1 L-C3 206 GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEETA0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN. 3. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 4. SEE SHEETS A0.11 & A0.21 FOR WALL ASSEMBLIES. 5. SEE SHEET A0.41 FOR TYPICAL FRAMING AND ACOUSTICAL DETAILS. 6. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.20 FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 7. REFER TO ENLARGED UNIT PLANS (A5.21-A5.25 SERIES) FOR DETAILED INFORMATION WITHIN EACH RESIDENTIAL UNIT 8. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. 9. NOTES TO ALIGN ARE TO FACE OF FINISH, UNO. 10. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. 11. CLOSET DOORS AND OPENINGS ARE CENTERED ON THE CLOSEST WALL, UNO. DEPTH MAXIMUM INSIDE OF CLOSET IS 24", UNO. 12. CORRIDORS TO BE 6'-0" MINIMUM CLEAR, TYP. 13. CORRIDOR HANDRAILS SEE SHEET A11.02 FOR DETAILS 9/10 14. SEE EXTERIOR ELEVATION SHEETS A3.11-A3.12 FOR EXTERIOR WINDOW TAGS 15. ALL CORRIDOR AND UNIT DEMINSING WALLS TO BE 2X6 INTERIOR WALL ASSEMBLY '6B.1I U.N.O. KEY NOTES - FLOOR PLANS ❑ STRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE TREATMENT, SEE DETAIL 12 / A0.41 O2 STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED SIDES 2A STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON ALL SIDES O3 STORAGE LEVER TO BE BETWEEN 15"- 48" A.F.F., TYP. ��o B O� cn ! GC '----2----- N A4.52 �o p ' N - - E �25'-8 3/8" 01 o IL-05 (TYPE A) 204 I o --- ------ 6D. TRASH = IL-B2+DEN 101/2" 5' 7" 11' 8" 5' 11" '-' U- 1 6 M 2 I - A3.12 I 3 91. 9' -11 " 8 2001 - Q A6.03 C 2 1.5 0 3 rQ 18' - 6" IL -Al (TYPE A) , o _ 203 5G- - - - - - - - - - - - - - - - G j 2 1.5 N � � ❑ ❑ � I N o rn C9 � Q 1 COURTYARD A3 13 0 I � A3.13 ❑ I - IL-B1 _ 5G ® IL-B5 O N 224 N 2 .5 I� 201 IL-63 (TYPE A) I PLEASE SEE - 202 ! PLAN FOR A3 12 4 i CANOPY N j TYP - - - -00 A3.13 - DETAILS Cco % �- ' o � 3 u, 11L-B2 I A5.41 uP II I I I SEE FOR C 6 - -1 "' - - v - - - - - �❑ I H 7' 7" 5' - 4" 91 /2" T 10" 9' 5" 5' 11 " 7' 8" I - ' DETAILS AID A5.41 � I N � T1 _ ' � ❑ ' DN STAIR - 2 I 2 5/16° ! PLANS I� / 5 �. ----- -- Q 3 12 i o j 1 N - �60 K po Ll ❑ 2 ❑ o 0 0 0 - o A4.01 o ' QO o QO Op IOp I ❑ , ❑ ❑ ❑ El❑ 1:1 1 CD I I Q N IL-C2 IL-B5 11 6 IL-B2 IL-B6 IL-B6 IL-B6 IL-B6 j 226 228 230 232 I L B6 6B.1 I236 238 240 34 1 6 o I I FO SHTG I i° FO SG ' - - - - 31 /2" I I I I I I It-3" 8' 61 /2" 6' - 0" 5' 01 /2" 7 3/4" 4„ 7 3/16 7' - 01 /4" 1' 0" 5' 61 /2" 9' 0" 6' 0" I L 4 6 5 0" 5' 0" 6' 0" 5' 11r1j " ' 11' - 5" 4" 11' 11 1/2" 2' S 1 /2" 11' - 01 /2" 10, 7 3/4" - - - - - - - 2 - GUTTER ------------1-- =-------------�-------------------------------------------------------------------t-------------------------------------------------------------- A4.51--+----------------------------------+--------------------------------------------------------- {----------------� M I 1 0 U- LEVEL 2 1/8" = 1'-0" PROJECT 9281 .' ��dI J 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 C ANKROM MOISAN ARCHITECTS, INC. N O z 0 Z z O v, 0 v W 0 z z LL 0 OJ o 0 0 z O ; �00 J C) o OU 0 N O o ZC14z of Q N Q "' a REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 3 08.10.21 Acc Review #01 A 08.20.21 City Comments #01 4 01.03.22 Addendum #03 C 02.08.22 City Comments #03 LEVEL 2 FLOOR PLAN CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 1 2 3 4 T 6 7 8 9 10 12 13 12'-5 5/8" 14'-4 1/2" 6'-2" 13'-0" 18'-6" 23-3 1/2" 28'-6" 27'-3 1/2" 13'-8 3/4" 9'-5 3/4" 23-7" 1 A3.12 LEVEL 3 1 /8" = 1'-0" GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEETA0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN. 3. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 4. SEE SHEETS A0.11 & A0.21 FOR WALL ASSEMBLIES. 5. SEE SHEET A0.41 FOR TYPICAL FRAMING AND ACOUSTICAL DETAILS. 6. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.20 FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 7. REFER TO ENLARGED UNIT PLANS (A5.21-A5.25 SERIES) FOR DETAILED INFORMATION WITHIN EACH RESIDENTIAL UNIT 8. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. 9. NOTES TO ALIGN ARE TO FACE OF FINISH, UNO. 10. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. 11. CLOSET DOORS AND OPENINGS ARE CENTERED ON THE CLOSEST WALL, UNO. DEPTH MAXIMUM INSIDE OF CLOSET IS 24", UNO. 12. CORRIDORS TO BE 6'-0" MINIMUM CLEAR, TYP. 13. CORRIDOR HANDRAILS SEE SHEET Al1.02 FOR DETAILS 9/10 14. SEE EXTERIOR ELEVATION SHEETS A3.11-A3.12 FOR EXTERIOR WINDOW TAGS 15. ALL CORRIDOR AND UNIT DEMINSING WALLS TO BE 2X6 INTERIOR WALL ASSEMBLY'6B.1' U.N.O. TRUE PIF KEY NOTES - FLOOR PLANS. OSTRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE TREATMENT, SEE DETAIL 12 / A0.41 2O STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED SIDES 2A STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON ALL SIDES OSTORAGE LEVER TO BE BETWEEN 15"- 48" A.F.F., TYP. 9Q81 r •p 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 C ANKROM MOISAN ARCHITECTS, INC. Q0 (V O 00 M z LAI 0 L7 Z z O w o z LL O z OJ o O z O LU00 ; J00 8 O� O N O 0 O co 1 Z ON = 4t z � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 A 08.20.21 City Comments #01 C 02.08.22 City Comments #03 LEVEL 3 FLOOR PLAN CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 11 O 12'- 5 5/8" 14'-41/2" L. 6'-2" L. 13'-0" 18'-6" A 23' - 31 /2" 190' - 4 5/8" 28'-6" 27' - 31 /2" 13' - 8 3/4" L. 9' - 5 3/4" 23'-7" GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN. 3. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 4. SEE SHEETS A0.11 & A0.21 FOR WALL ASSEMBLIES. 5. SEE SHEET A0.41 FOR TYPICAL FRAMING AND ACOUSTICAL DETAILS. 6. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.20 FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 7. REFER TO ENLARGED UNIT PLANS (A5.21-A5.25 SERIES) FOR DETAILED INFORMATION WITHIN EACH RESIDENTIAL UNIT 8. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. 9. NOTES TO ALIGN ARE TO FACE OF FINISH, UNO. 10. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. 11. CLOSET DOORS AND OPENINGS ARE CENTERED ON THE CLOSEST WALL, UNO. DEPTH MAXIMUM INSIDE OF CLOSET IS 24", UNO. 12. CORRIDORS TO BE 6-0" MINIMUM CLEAR, TYP. 13. CORRIDOR HANDRAILS SEE SHEET A11.02 FOR DETAILS 9/10 14. SEE EXTERIOR ELEVATION SHEETS A3.11-A3.12 FOR EXTERIOR WINDOW TAGS 15. ALL CORRIDOR AND UNIT DEMINSING WALLS TO BE 2X6 INTERIOR WALL ASSEMBLY'6B.1' U.N.O. KEY NOTES - FLOOR PLANS. OSTRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE TREATMENT, SEE DETAIL 12 / A0.41 2O STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED SIDES 2A STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON ALL SIDES OSTORAGE LEVER TO BE BETWEEN 15"- 48" A.F.F., TYP. LEVEL 4 1/8" = 1'-0" PROJECT lik J 9Q81 r 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. Q0 (V O 00 M z LAI 0 Z z O w o z LL O z OJ o O 0 z O ; J00 �00 8 O� O N O 0 1 O co = Z ON 4t z � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 A 08.20.21 City Comments #01 C 02.08.22 City Comments #03 LEVEL 4 FLOOR PLAN CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 2904 C ' 1 /8" = V-0" 1 2 3 4 5 6 7 8 9 10 12 13 ol 12'-55/8" le 14'-41/2" 6'-2" 13'-0" 18'-6" 23'-31/2" 28'-6" le 27'-31/2" 13'-83/4" Of 9'-53/4" ol 23-7" II GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN. 3. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 4. SEE SHEETS A0.11 & A0.21 FOR WALL ASSEMBLIES. 5. SEE SHEET A0.41 FOR TYPICAL FRAMING AND ACOUSTICAL DETAILS. 6. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.20 FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 7. REFER TO ENLARGED UNIT PLANS (A5.21-A5.25 SERIES) FOR DETAILED INFORMATION WITHIN EACH RESIDENTIAL UNIT 8. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. 9. NOTES TO ALIGN ARE TO FACE OF FINISH, UNO. 10. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. 11. CLOSET DOORS AND OPENINGS ARE CENTERED ON THE CLOSEST WALL, UNO. DEPTH MAXIMUM INSIDE OF CLOSET IS 24", UNO. 12. CORRIDORS TO BE 6-0" MINIMUM CLEAR, TYP. 13. CORRIDOR HANDRAILS SEE SHEET A11.02 FOR DETAILS 9/10 14. SEE EXTERIOR ELEVATION SHEETS All 1-A3.12 FOR EXTERIOR WINDOW TAGS 15. ALL CORRIDOR AND UNIT DEMINSING WALLS TO BE 2X6 INTERIOR WALL ASSEMBLY'6B.1' U.N.O. PROJECT 2 A3.11 KEY NOTES - FLOOR PLANS OSTRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE TREATMENT, SEE DETAIL 12 / A0.41 2O STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED SIDES 2A STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON ALL SIDES OSTORAGE LEVER TO BE BETWEEN 15"- 48" A.F.F., TYP. 9Q81 A r • 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 C ANKROM MOISAN ARCHITECTS, INC. O (V O 00 M z LAI 0 Z z O w o z LL O z OJ o O 0 z O ; J00 �00 8 O� O N J o o Oco Z N z � QN of aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 A 08.20.21 City Comments #01 C 02.08.22 City Comments #03 LEVEL 5 FLOOR PLAN CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 1 2 5 6 7 8 9 10 12 13 3 4 12'-5 5/8" 14'-4 1 /2" 6'-2" 13'-0" 18'-6" 23'-3 1 /2" 28'-6" 27'-3 1 /2" 13'-8 3/4" 9'-5 3/4" 23'-7" GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN. 3. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 4. SEE SHEETS A0.11 &A0.21 FOR WALL ASSEMBLIES. 5. SEE SHEET A0.41 FOR TYPICAL FRAMING AND ACOUSTICAL DETAILS. 6. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.20 FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 7. REFER TO ENLARGED UNIT PLANS (A5.21-A5.25 SERIES) FOR DETAILED INFORMATION WITHIN EACH RESIDENTIAL UNIT 8. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. 9. NOTES TO ALIGN ARE TO FACE OF FINISH, UNO. 10. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. 11. CLOSET DOORS AND OPENINGS ARE CENTERED ON THE CLOSEST WALL, UNO. DEPTH MAXIMUM INSIDE OF CLOSET IS 24", UNO. 12. CORRIDORS TO BE 6'-0" MINIMUM CLEAR, TYP. 13. CORRIDOR HANDRAILS SEE SHEETA11.02 FOR DETAILS 9/10 14. SEE EXTERIOR ELEVATION SHEETS A3.11-A3.12 FOR EXTERIOR WINDOW TAGS 15. ALL CORRIDOR AND UNIT DEMINSING WALLS TO BE 2X6 INTERIOR WALL ASSEMBLY'6B.1' U.N.O. 01F 1/8" = 1'-0" PROJECT 9281 OF YA 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. Q0 (V O 00 M z V� 0 Z z O 0 V w o z z LL O OJ o O 0 z O ; �00 J00 8 O� O N O 0 co 1 = 4t Z ON z � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 3 08.10.21 Acc Review #01 A 08.20.21 City Comments #01 C 02.08.22 City Comments #03 LEVEL 6 FLOOR PLAN CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 SHEET NUMBER A2*06 1 2 3 4 5 6 7 8 9 10 12 13 I I I I I I I I I I I I �I 3 A4.02 2 A3.12 I i I i i 12'-11 10'-0" MIN CLR FR ROOF PLAN 1 /8" = 1'-0" GENERAL NOTES - ROOF PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. SEE SHEETA0.31 FOR HORIZONTAL ASSEMBLIES. 3. PROVIDE ROOFING MANUFACTURER'S STANDARD WALKWAY PADS BETWEEN ALL ROOF HATCHES, ROOF ACCESS DOORS, AND ROOFTOP EQUIPMENT AND AROUND PERIMETER OF ALL ROOFTOP EQUIPMENT. 4. PROVIDE POSITIVE ROOF SLOPE TO DRAIN AT MINIMUM SLOPE OF 1/4" PER FOOT MEASURED ALONG VALLEYS, UNLESS NOTED OTHERWISE. S. ROOF PENETRATIONS SHOWN ARE SCHEMATIC IN NATURE; COORDINATE ACTUAL SIZE, TYPE AND LOCATION OF EQUIPMENT. CURBS, AND ANY OTHER ROOF PENETRATIONS THAT MAY BE REQUIRED TO SUPPORT, SECURE OR FLASH ROOFTOP EQUIPMENT. 6. VERIFY AND COORDINATE SLAB PENETRATIONS INCLUDING SLEEVES & BLOCKOUTS AS REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, ETC. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPENCIES. 7. COMPLY WITH THE MOST STRINGENT OF SMACNA, NRCA OR MANUFACTURERS' REQUIREMENTS FOR FLASHINGS, COPINGS AND OTHER SHEET METAL CONSTRUCTION. 8. VERIFY ROOFING MANUFACTURERS MINIMUM REQUIREMENTS FOR LAPPING OF ALL MATERIALS. BRING CONFLICTS WITH ARCHITECTURAL DETAILS TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION. 9. REFER TO DETAILS FOR TOP OF PARAPET DATUMS. 10. SEE MEP AND LANDSCAPE DRAWINGS FOR ROOFTOP FURNISHINGS, EQUIPMENT AND PENETRATIONS. 11. VERIFY THAT BUILDING APPURTENANCES COMPRISE NO MORE THAN 20% OF BUILDING SURFACE AREA ABOVE THE MAXIMUM HEIGHT PER ECDC 16.06.020.B. ROOF PLAN LEGEND MECHANICAL EQUIPMENT & DUCTING, LOCATION ARE APPROXIMATE; GC TO COORDIANTE EXACT LOCATIONS IN FIELD (SEE MECH) 9281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. (V O 00 z 0 L7 Z z O 0 V w o z z LL 0 OJ o � 0 0 z O ; �00 J C) 8 O� O N J o 0co Z N z Of � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 2 07.6.21 Addendum #02 A 08.20.21 City Comments #01 4 01.03.22 Addendum #03 5 03.14.22 CONSTRUCTION SET ROOF PLAN CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 L n n v v t __+ b 'J n P J 5 J 0 n a 0 E _ V V m Y n i 21AMA01, Anthology of Edmonds BASED ONIMC2016 OSA &LOAD CALCULATION TABLE COMMERCIAL VENTILATION SECTION NOTE: THIS INFORMATION IS FOR CALCULATION &CODE REVIEW ONLY. REFER TO EQUIPMENT SCHEDULES& PLANS FOR EXACT UNIT OPERATION AND BALANCING RQUIREMENTS. EQUIPMENT SERVING SPACE ROOM NAME &NUMBER AREA (SF) TOTAL COOLING (MgH) SENSIBLE COOLING (MBH) TOTAL HEATING (MBH) TOTAL OUTSIDE AIR (CFM) TOTAL EXHAUST AIR (CFM) ROOM TYPE DEFAULT OCCUPANCY CFM / PERSON OCCUPANT CFM CFM / SF SF CFM SUBTOT CFM AIR DISTRIBUTION CONFIGURATION Ez DS-1 P-Maint 233 18 Storage: Warehouse 0 0 0 0.06 13.98 14 warm air from ceiling 15°F above s.t., ceiling return p,g Total 233 18 DS-2 p_Laundr Y 399 105 Dr cleaners, Laundr Coin -operated laundries Y Y� 7.98 7.5 59.85 0.06 23.94 84 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 Total 399 105 DS-3 P-MDF 90 g Storage: Warehouse 0 0 0 0.06 5.4 6 warm air from ceiling >= 16°F above s.t., ceiling return 0.81 Total 90 8 DS-4 P-Electrical 162 13 Storage: Warehouse 0 0 0 0.06 9.72 10 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 Total 162 13 EWH-2 P-Vestibule 140 12 Public Spaces: Corridors 0 0 0 0.06 8.4 9 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 Total 140 12 EF-G1 P-Generator 300 23 Storage: Warehouse 0 0 0 0.06 18 18 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 Total 300 23 EF-P1 P-Parking 21309 1599 Storage: Warehouse 0 0 0 0.06 1279 1279 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 Total 21309 1599 P-Corridor 127 10 Public Spaces: Corridors 0 0 0 0.06 7.62 g warm air from ceiling >= 16°F above s.t., ceiling return 0.8 P-Mech 175 14 Storage: Warehouse 0 0 0 0.06 10.5 11 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 P-Boiler 298 23 Storage: Warehouse 0 0 0 0.06 17.88 18 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 P-Stor 230 18 Storage: Warehouse 0 0 0 0.06 13.8 14 warm air from ceiling >= 16°F above s.t., ceiling return 0,8 Total 830 65 FC-1A 1-Great Room 614 24.7 24.7 54.8 219 Hotels, Motels, Resorts, Dormitories: Lobbies/prefunction 18.42 7.5 138.15 0.06 36.84 175 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 1-Bistro 995 319 Food and Beverage Service: Dining rooms 10 7.5 75 0.18 179.1 255 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 1-Mail 266 20 Public Spaces: Corridors 0 0 0 0.06 15.96 16 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 1-Vest 111 9 Public Spaces: Corridors 0 0 0 0.06 6.66 7 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 1-Elev Lobby 285 23 Public Spaces: Corridors 0 0 0 0.06 17.1 18 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 1-RR 264 0 0 0 0 0 0 0 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 Total 2535 590 FC-1B 1-Reception 168 19.4 19.4 24.1 45 Office Buildings: Reception areas 5.04 S 25.2 0.06 30.08 36 warm air from ceiling >= 16°F above s.t., ceiling return 0.8' 1-Business Office Mgr 111 13 Office Buildings: Office space 0.555 S 2.775 0.06 6.66 10 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 1-Area RR's 115 13 Office Buildings: Office space 0.575 S 2.875 0.06 6.9 30 warm air from ceiling >= 16°F above s.t., ceiling return 0.81 1-Exec Dir 132 15 Office Buildings: Office space 0.66 S 3.3 0.06 7.92 12 warm air from ceiling >= 16°F above s.t., ceiling return p.g 1-Discovery/Conf 190 53 Office Buildings: Conference rooms 6 S 30 0.06 11.4 42 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 1-Sales Mgr 109 13 Office Buildings: Officespace 0.545 S 2.725 0.06 6.54 10 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 1-Sales Mgr (s) 120 14 Office Buildings: Office space 0.6 S 3 0.06 7.2 11 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 1-Employee Lounge 339 37 Office Buildings: Office space 1.695 S 8.475 0.06 20.34 29 warm air from ceiling >= 16°F above s.t., ceiling return p.g 1-Admin 133 10 Public Spaces: Corridors 0 0 0 0.06 7.98 g warm air from ceiling >= 16°F above s.t., ceiling return 0.8. 1-Corridor 88 g Public Spaces: Corridors 0 0 0 0.06 5.28 6 warm air from ceiling= 16°F above s.t., ceiling return 228 Total 1505 221 FC-1C,1D 1-Dining 1443 26 25 57.1 888 Food and Beverage Service: Dining rooms 60 7.5 450 0.18 259.7 730 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 Total 1443 888 FC-1E 1-Family Room 310 4.3 4.3 6.7 74 Office Buildings: Conference rooms g S 40 0.06 18.6 59 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 Total 310 74 FC-1F 1-Kitchen 961 12.5 12.5 8.2 102 Office Buildings: Office space 4.755 S 23.775 0.06 57.06 gl warm air from ceiling >= 16°F above s.t., ceiling return 0.8 1-Beverage Station 154 18 Office Buildings: Office space 0.77 S 3.85 0.06 9.24 14 warm air from ceiling >= 16°F above s.t., ceiling return 0.8' 1-Office 87 10 Office Buildings: Office space 0.435 S 2.175 0.06 5.22 g warm air from ceiling >= 16°F above s.t., ceiling return 0.8 1-Dr Storage Y 184 15 Storage: Warehouse 0 0 0 0.06 11.04 12 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 1-Trash Corridor 78 7 Public Spaces: Corridors 0 0 0 0.06 4.68 Swarm air from ceiling >= 16°F above s.t., ceiling return 0.8 1-Trash 62 S Storage: Warehouse 0 0 0 0.06 3.72 4 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 Total 1516 157 EWH-1 1-Riser 127 10 Storage: Warehouse 0 0 0 0.06 7.62 g warm air from ceiling >= 16°F above s.t., ceiling return 0.8 Total 1705 172 1-Stor 175 14 Storage: Warehouse 0 0 0 0.06 10.5 11 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 1-Trash Collection 696 45 Storage: Warehouse 0 0 0 0.06 35.76 36 warm air from ceiling >= 16°F above s.t., ceiling return 0.81 1-Mech 96 g Storage: Warehouse 0 0 0 0.06 5.7 6 warm air from ceiling >= 16°F above s.t., ceiling return p,g Total 866 67 EF-P2 1-Parking+ Ramp 15101 1134 Storage: Warehouse 0 0 0 0.06 906.1 907 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 Total 15101 1134 UH-1 1-Receiving 240 19 Storage: Warehouse 0 0 0 0.06 14.4 15 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 Total 285 23 FC-2 2-Corrdior/Elev Lobby 3486 18.5 18.5 18.6 263 Public Spaces: Corridors 0 0 0 0.06 209.2 210 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 2-Stor W 269 22 Storage: Warehouse 0 0 0 0.06 16.14 17 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 2-IDF/Flee W 82 7 Storage: Warehouse 0 0 0 0.06 4.92 Swarm air from ceiling >= 16°F above s.t., ceiling return 0.8 2-Flee/IDF E 166 13 Storage: Warehouse 0 0 0 0.06 9.36 10 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 2-Stor E 131 10 Storage: Warehouse 0 0 0 0.06 7.86 g warm air from ceiling >= 16°F above s.t., ceiling return 0.8 2-Janitor 21 3 Storage: Warehouse 0 0 0 0.06 1.26 2 warm air from ceiling= 16°F above s.t., ceiling return 0.8 2-Trash 43 4 Storage: Warehouse 0 0 0 0.06 2.58 3 warm air from ceiling >= 16°F above s.t., ceiling return 0.81 Total 4188 322 FC-3 3-Corrdior/Elev Lobby 3486 18.5 18.6 18.6 263 Public Spaces: Corridors 0 0 0 0.06 209.2 210 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 3-Stor W 269 22 Storage: Warehouse 0 0 0 0.06 16.14 17 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 3-IDF W 82 7 Storage: Warehouse 0 0 0 0.06 4.92 Swarm air from ceiling >= 16°F above s.t., ceiling return 0.8 3-Flee/IDF E 156 13 Storage: Warehouse 0 0 0 0.06 9.36 30 warm air from ceiling >= 16°F above s.t., ceiling return p,g 3-Stor E 131 10 Storage: Warehouse 0 0 0 0.06 7.86 g warm air from ceiling >= 16°F above s.t., ceiling return 0.8 3-Janitor 21 3 Storage: Warehouse 0 0 0 0.06 1.26 2 warm air from ceiling >= 16°F above s.t., ceiling return 08 3-Trash 43 4 Storage: Warehouse 0 0 0 0.06 2.58 3 warm air from ceiling >= 16°F above s.t., ceiling return p,g Total 4188 322 FC-4 4-Corrdior/Elev Lobby 3486 18.6 18.5 18.6 263 Public Spaces: Corridors 0 0 0 0.06 209.2 210 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 4-Stor (W) 269 22 Storage: Warehouse 0 0 0 0.06 16.14 17 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 4-IDF W 82 7 Storage: Warehouse 0 0 0 0.06 4.92 Swarm air from ceiling >= 16°F above s.t., ceiling return 0.8 4-Flee/IDF E 156 13 Storage: Warehouse 0 0 0 0.06 9.36 30 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 4-Stor E 131 10 Storage: Warehouse 0 0 0 0.06 7.86 g warm air from ceiling >= 16°F above s.t., ceiling return p,g 4-Janitor 21 3 Storage: Warehouse 0 0 0 0.06 1.26 2 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 4-Trash 43 4 Storage: Warehouse 0 0 0 0.06 2.58 3 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 Total 4188 322 FC-5 6-Corrdior/Elev Lobby 3486 18.6 18.5 18.6 263 Public Spaces: Corridors 0 0 0 0.06 209.2 230 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 6-Stor (W) 269 22 Storage: Warehouse 0 0 0 0.06 16.14 17 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 6-IDF (W) 82 7 Storage: Warehouse 0 0 0 0.06 4.92 Swarm air from ceiling >= 16°F above s.t., ceiling return 0.8 6-Flee/IDF E 156 13 Storage: Warehouse 0 0 0 0.06 9.36 10 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 S-Stor E 131 10 Storage: Warehouse 0 0 0 0.06 7.86 g warm air from ceiling >= 16°F above s.t., ceiling return 0.8 6-Janitor 21 3 Storage: Warehouse 0 0 0 0.06 1.26 2 warm air from ceiling >= 16°F above s.t., ceiling return p.g 6-Trash 43 4 Storage: Warehouse 0 0 0 0.06 2.58 3 warm air from ceiling >= 16°F above s.t., ceiling return p.g Total 4188 322 FC-6A 6-Salon 344 4.3 4.3 6.7 268 Specialty shops: Beauty and nail salons 8.6 20 172 0.12 41.28 214 warm air from ceiling= 16°F above s.t., ceiling return 0.8 Total 344 268 FC-66 6-Corrdior/Elev Lobby 3179 16.5 15.5 24.7 239 Public Spaces: Corridors 0 0 0 0.06 190.7 191 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 6-IDF (W) 29 3 Storage: Warehouse 0 0 0 0.06 1.74 2 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 6-Flee/IDF E 111 9 Storage: Warehouse 0 0 0 0.06 6.66 7 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 6-RR's 170 0 0 0 0 0 0 0 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 6-Trash 43 q Storage: Warehouse 0 0 0 0.06 2.58 3 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 Total 3532 255 RTU-1 6-Fitness 729 15.1 12.2 18.2 305 Sports and Amusement: Health club/aerobics room 10 20 200 0.06 43.74 244 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 Total 729 305 RTU-2 6-Theater/Community 1036 16.9 15 19.8 267 Hotels, Motels, Resorts, Dormitories: Multipurpose assembly 30 S 150 0.06 62.1 213 warm air from ceiling >= 16°F above s.t., ceiling return 0.8 Total 1035 267 MECHANICAL COMPLIANCE SUMMARY -1115 \VSIi(' ('umplianx Form; for ('unnnareial Budding, including Group R'. R3 & R4 oscr 3 cones and all RI Administered b\: 1.,0„_ VI.P;\.:111 ncht,:.•.cnc.l I'ruji ct .\ \pplir:uu lulbrm:�:ion Project Title Anthology of Edmonds - 2015 WSEC For Building Department Use: Date: h eb 119, 21122 Project Address 21200 72nd Ave W Edmonds, WA 98026 Applicant Name Aaron Prough Applicant Phone 208.493.0027 applicant F.mail aproughL!dernginecring.net For questions about this report, contact WSEC Commercial Technical Support at 360.539-5300 or via email at coin.techsupport<a:,waenergycodes.com General (kcupancy All Group R - R2, R3 & R4 over 3 storm and all RI General Building Use Type Multifamily.�Residential Building Cond. Floor Area 164,OW General Project Types New Building New Building or Addition Mechanical Scope Single Zone Systems & Equipment Multiple Zone Systems &Equipment Alteration Mechanical Scope Project Cond. Floor Area 164.000 Floors Above Grade 6 Compliance Method Compliance Method I - General Mechanical Project Description This will be a 7 story assisted living facility with I floor of parking below grade. Mechanical Compliance Scope and Nlcthod Project 7}pe MecYsaical Scope Economizer Exception(s) Applied? ILOAS Ventilation Provided? Higher Equipment F.fticlency Option Applied? Equipment Efficiency Compliance YcNBcatlon P COMPLIES COMPLIES New Building Single Zone Systems &Equipment No No Yk� New Building Multiple Zone Systems &Equipment No its Yes Additional F.fflcicncy Credits Included (AEC) Higher equipment efficiency and fan FEG Dedicated outside air scstem (DONS) option Dues building include occupancy classifications requiring DO;�S? yes Dues project include ILOAS equipment? Yes Based on project scope do "1'SI'R requirements apply:' No Do all sxstems comply with Appendix D standard reference design or qualit)� for an exception to'1'SPR? No Scope &Space Conditioning NEW BUILDING -SINGLE ZONE SYSTEMS &EQUIPMENT Compliance Verification COMPLIES Scope &Space Conditioning NEW BUILDING-11tULTIPLE ZONE SYSTEMS &EQUIPMENT Compliance Ve MECHANICAL LEGEND EQUIPMENT ® SUPPLY DIFFUSER �J J J J J J FLEXIBLE DUCTWORK � RETURN GRILLE LINED DUCTWORK EXHAUST GRILLE Z DEMO ROUND DUCTWORK BREAK �T THERMOSTAT TS TEMPERATURE SENSOR DUCTWORK BREAK SD SMOKE DETECTOR ❑ � � DUCTWORK RISE CO CO2 SENSOR DUCTWORK DROP � El1:10 MOTORIZED DAMPER SPIN -IN SUPPLY (WITH VOLUME BAROMETRIC DAMPER FLOW- - DAMPER) MANUAL VOLUME DAMPER SPIN -IN RETURN/EXHAUST (WITH VOLUME DAMPER) FS�[ COMBINATION SMOKE/FIRE DAMPER $� 45° SQUARE DUCT TAKE -OFF SA' - RA FROM SQUARE DUCT F�[ FIRE DAMPER � 45° ROUND DUCT TAKE -OFF # Sa� RA FROM SQUARE DUCT EQUIPMENT CALLOUT # 45° ROUND DUCT TAKE -OFF # FROM ROUND DUCT DETAIL CALLOUT TURNING VANE O TEMPERATURE GAUGE MITERED CORNER POINT OF CONNECTION RADIUS ELBOW �-� INTAKE OR EXHAUST � DIRECTION OF AIRFLOW ABBREVIATIONS &DESCRIPTIONS AC AIR CONDITIONING HVAC HEATING, VENTILATING, AIR CONDITIONING AFF ABOVE FINISHED FLOOR KES KITCHEN EQUIPMENT SUPPLIER AHU AIR HANDLING UNIT KW KILOWATT BTU BRITISH THERMAL UNITS KWH KILOWATT HOUR BTUH BTU'S PER HOUR LAT LEAVING AIR TEMPERATURE CA COMBUSTION AIR CC COOLING COIL MAX MAXIMUM CFF CAP FOR FUTURE MCA MINIMUM CIRCUIT AMPS CFM CUBIC FEET PER MINUTE MOCP MAXIMUM OVERCURRENT PROTECTION CHWR CHILLED WATER RETURN MIN MINIMUM CHWS CHILLED WATER SUPPLY NC NOISE CRITERIA CLG CEILING NFPA NATIONAL FIRE PROTECTION ASSOCIATION CW COLD WATER NTS NOT TO SCALE DEG DEGREE OSA OUTSIDE AIR DIA DIAMETER PD PRESSURE DROP DB DRY BULB TEMPERATURE PH PHASE EA EXHAUST AIR PRV PRESSURE REDUCING VALVE EAT ENTERING AIR TEMPERATURE � RETURN AIR RPM REVOLUTIONS PER MINUTE EER ENERGY EFFICIENCY RATIO RTU ROOFTOP UNIT ESP EXTERNAL STATIC PRESSURE SA SUPPLY AIR EWT ENTERING WATER TEMPERATURE SEER SEASONAL ENERGY EFFICIENCY RATIO FCO FLOOR CLEANOUT SFD/FSD COMBINATION SMOKE/FIRE DAMPER FD FIRE DAMPER SP STATIC PRESSURE FLA FULL LOAD AMPS SYM SYMBOL FLR FLOOR T&P TEMPERATURE AND PRESSURE FPM FEET PER MINUTE TEMP TEMPERATURE FT FEET TYP TYPICAL GA GAUGE GCO GRADE CLEANOUT UMC UNIFORM MECHANICAL CODE GPM GALLONS PER MINUTE UPC UNIFORM PLUMBING CODE HC HEATING COIL VTR VENT THROUGH ROOF HP HORSEPOWER V VOLTS IECC INTERNATIONAL ENERGY WB WET BULB CONSERVATION CODE W/ WITH GENERAL NOTES 1. PER WSEC C409.3.1, PROVIDE ENERGY USE MONITORING OF ALL EQUIPMENT USED TO PROVIDE HEATING, COOLING AND VENTILATION OF OCCUPIED SPACES. 2. SEE MECHANICAL SPECIFICATION SECTION 230593 (TESTING, ADJUSTING, BALANCING FOR HVAC) FOR COMMISSIONING REQUIREMENTS PER WSEC C408. 3. PER WSEC C103.6, MECHANICAL CONTRACTOR SHALL PROVIDE ALL NECESSARY CLOSE OUT DOCUMENTS AND TRAINING OF OPERATIONS PERSONEL WHICH APPLY TO ANY MECHANICAL COMPONENTS, EQUIPMENT, AND SYSTEMS GOVERNED BY THE WSEC. 4. ALL DUCTWORK SHALL BE CONSTRUCTED AND SEALED PER 2015 IMC. ALL DUCTWORK SHALL BE LOW PRESSURE UNLESS NOTED OTHERWISE, PER WSEC C403.2.8.1. 5. SEE MECHANICAL SPECIFICATION SECTION 230700 (HVAC INSULATION) FOR DUCTWORK AND PIPING INSULATION REQUIRMENTS. HVAC SHEET LIST SHEET NUMBER SHEET NAME M0.0 HVAC COVER SHEET M2.0 HVAC PLAN -PARKING M2.1 HVAC PLAN -FIRST FLOOR M2.2 HVAC PLAN -SECOND FLOOR M2.3 HVAC PLAN -THIRD FLOOR M2.4 HVAC PLAN -FOURTH FLOOR M2.5 HVAC PLAN -FIFTH FLOOR M2.6 HVAC PLAN -SIXTH FLOOR M2.7 HVAC PLAN -ROOF M4.0 HVAC PLAN -ENLARGED UNITS M4.1 HVAC PLAN -ENLARGED UNITS M5.0 HVAC SCHEDULES M6.0 HVAC DETAILS M6.1 HVAC DETAILS M6.2 HVAC KITCHEN DETAILS M6.3 HVAC KITCHEN DETAILS M6.4 HVAC KITCHEN DETAILS M6.5 HVAC KITCHEN DETAILS M6.6 HVAC KITCHEN DETAILS M6.7 HVAC KITCHEN DETAILS M6.8 HVAC KITCHEN DETAILS M6.9 HVAC KITCHEN DETAILS M6.10 HVAC KITCHEN DETAILS M6.11 HVAC KITCHEN DETAILS M6.12 HVAC KITCHEN DETAILS M6.13 HVAC KITCHEN DETAILS M6.14 HVAC KITCHEN DETAILS �O of wAsM�� tie• o -O 41 741 GIST Eg� SS�ONAI. � 02/17/2023 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.di:engineering.net Phone:208.288.2181 Project:21 AMA01 N O O Z z O= W o I.L � O� Z J Q J �_ � O N - o O Z m w � Z � �' � Q N U � REVISION DATE REASON FOR ISSUE 1 6-18-2021 ADDENDUM 1 A 08-20-21 CITY COMMENTS #01 B 10-28-21 CITY COMMENTS #02 C 02-08-22 CITY COMMENTS #03 HVAC COVER SHEET CONSTRUCTION SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER M0.0 7 1 HVAC PLAN - PARKING SCALE: 1/8" = V-0" 9 10 12 _ HVAC GENERAL NOTES: G1. CONTRACTOR TO COORDINATE ALL EQUIPMENT LOCATIONS AND ROOF PENETRATIONS WITHIN THE SCOPE OF THIS PROJECT. PLUMBING VENTS, REGULATORS VENTS, FLUES, AND EXHAUST AIR OUTLETS TO BE KEPT A MINIMUM OF 10' AWAY FROM OUTSIDE AIR INTAKE LOCATIONS. G2. ALL SUPPLY, RETURN, AND OUTSIDE AIR DUCT TO BE INSULATED PER 2015 WSEC. G3. CONDUIT AND J-BOXES SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR, THERMOSTATS AND WIRING SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. G4. RESIDENTIAL RANGE HOODS SHALL BE LISTED AND LABELED RECIRCULATION HOODS AND SHALL NOT EXHAUST TO EXTERIOR UNDER 2015 IMC SECTION 501.3, EXCEPTION #3. RESIDENT SUITE HVAC UNITS UTILIZE MECHANICAL VENTILATION. SEE VTAC SCHEDULE ON M5.0 FOR DETAIL. HVAC KEYNOTES: 1. PROVIDE 18"x18" LOUVER IN DOOR. COORDINATE WITH ARCHITECTURAL. 2. ROUTE 4" DRYER EXHAUST FROM LAUNDRY ROOM TO EXTERIOR WALL. PROVIDE BOOSTER FAN DBF-1 AND DUCT CLEANOUT IN VERTICAL DRYER DUCT. TERMINATE AT EXTERIOR WITH VENT BOX. 3. PROVIDE CO AND NO2 SENSOR AT CEILING FOR PARKING GARAGE EXHAUST FAN (EF-P1) SPEED CONTROL. 4. MOUNT PARKING GARAGE VENTILATION FAN AS HIGH AS POSSIBLE. 5. ROUTE 3" SA DUCT UP TO FIRE RISER ROOM ABOVE, AND TERMINATE AT APPROXIMATELY 9'-0" AFF. 6. EXHAUST FAN IS INTENDED TO BE CEILING MOUNTED WITH MANUFACTURER'S VIBRATION ISOLATION KIT. pF WA,g I -o 41741 GISTER� SS/ONAL 02/17/2023 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. v1ww. drengineerinn. net Phone:208.288.2181 Project:21 AMA01 N CD 00 M Cn Z 0 0 F___ Zz 0= >Q 0 W C 0 LL o 0 0 �LLJ Z O > > J Q J 0 o N _ _o CD*� H CD w m Z N U Q Q LU N U a REVISION DATE REASON FOR ISSUE 1 6-18-2021 ADDENDUM 1 A 08-20-21 CITY COMMENTS #01 E 03-07-22 CITY COMMENTS #05 18 08-29-22 RFI#133 19 08-29-22 RFI#131 HVAC PLAN - PARKING CONSTRUCTION SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER M2.0 1 2 3 4 5 6 7 8 9 10 12 13 I I I I I RG-2, 18" O 1150 CFM 9 46"x28" OSA V-22"x SA SD-1, 12"0 400 CFM I RG-2, 12"x12" E 400 CFM 4 EF 20 K2 6. PARKING GARAGE 1039 I I I I I I I I I I I I i I I 0 1 HVAC PLAN - 1 ST FLOOR SCALE: 1/8" = 1'-0" SD-2, 8" O 100 CFM HVAC GENERAL NOTES: G1. CONTRACTOR TO COORDINATE ALL EQUIPMENT LOCATIONS AND ROOF PENETRATIONS WITHIN THE SCOPE OF THIS PROJECT. PLUMBING VENTS, REGULATORS VENTS, FLUES, AND EXHAUST AIR OUTLETS TO BE KEPT A MINIMUM OF 10' AWAY FROM OUTSIDE AIR INTAKE LOCATIONS. G2. ALL SUPPLY, RETURN, AND OUTSIDE AIR DUCT TO BE INSULATED PER 2015 WSEC. G3. CONDUIT AND J-BOXES SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR, THERMOSTATS AND WIRING SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. G4. RESIDENTIAL RANGE HOODS SHALL BE LISTED AND LABELED RECIRCULATION HOODS AND SHALL NOT EXHAUST TO EXTERIOR UNDER 2015 IMC SECTION 501.3, EXCEPTION #3. RESIDENT SUITE HVAC UNITS UTILIZE MECHANICAL VENTILATION. SEE VTAC SCHEDULE ON M5.0 FOR DETAIL. HVAC KEYNOTES: 1. 14"x14" OSA UP IN MECHANICAL SHAFT ABOVE. PROVIDE FSD AS REQUIRED AT SHAFT PENETRATION. 2. 22"x20" OSA DUCT UP IN CHASE ABOVE. PROVIDE FIRE/SMOKE DAMPER AT CHASE WALL PENETRATION. 3. 34"x10" GREASE DUCT CONNECTION TO KITCHEN HOOD (BY KES). 4. 24"x12" OSA CONNECTION TO KITCHEN HOOD PLENUM (BY KES). 5. INSTALL GREASE DUCT PER 2015 IMC SECTION 506.3. DUCT SHALL BE MINIMUM GAUGE 18 STAINLESS STEEL. SLOPE DUCT BACK TO KITCHEN HOOD AT 1/4" PER FOOT. PROVIDE CLEANOUTS EVERY 20 FEET, AND WITHIN 10 FEET OF A CHANGE IN DIRECTION OVER 45 DEGREES PER 2015 IMC SECTION 506.3.8. PROVIDE ASTM E2336 APPROVED FYREWRAP ELITE DUCT WRAP OR APPROVED EQUAL. 6. PROVIDE HINGED WALL MOUNT FOR GREASE EXHAUST FAN. 7. PROVIDE FIRE/SMOKE DAMPER AT RATED WALL. PROVIDE ACCESS TO DAMPER. 8. PROVIDE CO AND NO2 SENSOR AT CEILING FOR PARKING GARAGE EXHAUST FAN (EF-P2) SPEED CONTROL. 9. PROVIDE MOTORIZED DAMPER ON THE RETURN AND OUTSIDE AIR DUCTS FOR ECONOMIZER OPERATION. 10. ROUTE 10" EA DUCT FROM TYPE II HOOD TO EXTERIOR WALL. SLOPE DUCT AT 1/4" PER FOOT BACK TO HOOD. 11. CONNECT TO GENERATOR EXHAUST SILENCER WITH A 6" STEEL FLUE, PER MANUFACTURER INSTRUCTIONS, AND ROUTE TO EXTERIOR WALL. PROVIDE MANUFACTURER'S WALL THIMBLE KIT FOR TERMINATION AT EXTERIOR WALL. 12. SEE KITCHEN EQUIPMENT DRAWINGS FOR ELEVATION VIEW OF COOKLINE EQUIPMENT AND REQUIRED CLEARANCES. 13. PROVIDE STAINLESS STEEL WALL FLASHING THAT EXTENDS 18" MINIMUM IN ALL DIRECTIONS BEYOND THE TYPE 1 HOOD. COORDINATE WITH ARCHITECTURAL AND KITCHEN DRAWINGS. 14. WALL CONSTRUCTION SHALL BE LIMITED COMBUSTABLE TYPE, WITH METAL STUD FRAME AND 5/8" GYPBOARD. COORDINATE WITH ARCHITECTURAL AND KITCHEN DRAWINGS. 15. 3" SA DUCT FROM BELOW. ROUTE TO EXTERIOR WALL AS SHOWN AND TERMINATE WITH VENT BOX AND INSECT SCREEN AT APPROX. 9'-0" AFF. 16. PROVIDE 36"x30" FRAMED OPENING IN CMU WALL FOR GENERATOR INTAKE AIR. PROVIDE METAL GRATE COVERING TO PROHIBIT ENTRY, VANDALISM, AND PESTS. 17. TERMINATE UNIT HEATER INTAKE COMBUSTION AIR AT THIS LOCATION WITH MANUFACTURER'S WALL VENT. 18. TERMINATE UNIT HEATER EXHAUST AIR AT THIS LOCATION WITH MANUFACTURER'S WALL VENT. 19. MOUNT EQUIPMENT ON THE WALL, AS HIGH AS POSSIBLE, WITH MANUFACTURER'S WALL MOUNT KIT. MAINTAIN MANUFACTURER'S CLEARANCES. oy WA,g I -0 41741 ISTER� ss��NALww 02/17/2023 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.dcengineerinn. net Phone:208.288.2181 Project:21 AMA01 O N O 00 O p 0 z z_ O= >Q 0 W U) 0 LL z O2 O z O > > J Q J _� OT 0 0 CD*k F— CD LLI m z N U Q Q LU N U a REVISION DATE REASON FOR ISSUE 14 06-27-22 RFI#53 16 08-16-22 RFI#108 18 08-29-22 RFI#133 19 08-29-22 RFI#131 22 09-29-22 RFI#149 HVAC PLAN - FIRST FLOOR CONSTRUCTION SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER M2.1 r u c ) 1 M4.1 3 M4.0 HVAC GENERAL NOTES: G1. CONTRACTOR TO COORDINATE ALL EQUIPMENT LOCATIONS AND ROOF PENETRATIONS WITHIN THE SCOPE OF THIS PROJECT. PLUMBING VENTS, REGULATORS VENTS, FLUES, AND EXHAUST AIR OUTLETS TO BE KEPT A MINIMUM OF 10' AWAY FROM OUTSIDE AIR INTAKE LOCATIONS. G2. ALL SUPPLY, RETURN, AND OUTSIDE AIR DUCT TO BE INSULATED PER 2015 WSEC. 1 2 3 4 5 6 7 8 9 10 12 13 G3. CONDUIT AND J-BOXES SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR, THERMOSTATS AND WIRING SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. G4. RESIDENTIAL RANGE HOODS SHALL BE LISTED AND LABELED RECIRCULATION HOODS AND SHALL NOT EXHAUST TO EXTERIOR UNDER 2015 IMC SECTION 501.3, EXCEPTION #3. RESIDENT SUITE HVAC UNITS UTILIZE MECHANICAL VENTILATION. SEE VTAC SCHEDULE ON M5.0 FOR DETAIL. 11 g 4 10 M4.0 M4.0 M4.0 M4.0 5 0 � � I 0 L 3 ,3 u J D 1 HVAC PLAN - 2ND FLOOR SCALE: 1/8" = V-0" --F 0 HVAC KEYNOTES: 1. 14"x14" OSA FROM LOWER LEVEL UP TO ROOF. 2. 26"x18" OSA UP AND DOWN IN MECHANICAL SHAFT. SEE UPPER AND LOWER HVAC PLANS FOR CONTINUATION. 3. 14"x16" EA DUCT UP AND DOWN IN MECHANICAL SHAFT. SEE UPPER AND LOWER HVAC PLANS FOR CONTINUATION. 4. 26"x16" OSA UP AND DOWN IN MECHANICAL SHAFT. SEE UPPER AND LOWER HVAC PLANS FOR CONTINUATION. 5. PROVIDE FIRE/SMOKE DAMPER AT ALL SHAFT WALL/RATED WALL PENETRATIONS WITH ACCESS. 6. MECHANICAL CHASE FOR UNIT VENTING UP TO ROOF. SEE M4.0 FOR ENLARGED PLAN. 7. MOUNT RADIANT HEATERS ON THE BOTTOM OF CANOPY STRUCTURE AT A 45 DEGREE ANGLE. MAINTAIN MANUFACTURER'S CLEARANCES TO COMBUSTABLE MATERIALS. COORDINATE EXACT LOCATIONS WITH CANOPY STRUCTURAL MEMBERS. 8. PROVIDE LOUVER L-4 FOR SMOKE CONTROL RELIEF ON THE ALTERNATE RECALL LEVEL 2. PROVIDE A CLASS 1 MOTORIZED DAMPER, FED WITH STANDBY POWER FROM THE GENERATOR, WITH OPEN/CLOSE INDICATOR SWITCHES FOR FIRE ALARM . MONITORING. DAMPER SHALL FAIL OPEN. ' <O pF WASI�/ 41741 <C/ Sl7 �ER����� N L 05/17/2023 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.drengineerinq.net Phone:208.288.2181 Project:21 AMA01 N CD 00 M 0 0 Zz 0= < 0 W C 0 L,L O 0 0 > > J Q J 0 _ - o N 0 H CD w *� CDm Z N U Q QLU N U a REVISION DATE REASON FOR ISSUE 1 6-18-2021 ADDENDUM 1 A 08-20-21 CITY COMMENTS #01 C 02-08-22 CITY COMMENTS #03 12-30-22 CCD 003 F 05-12/23 SMOKE CONTROL REVISIONS-ASI 009 HVAC PLAN - SECOND FLOOR CONSTRUCTION SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER M2.2 HVAC GENERAL NOTES: G1. CONTRACTOR TO COORDINATE ALL EQUIPMENT LOCATIONS AND ROOF PENETRATIONS WITHIN THE SCOPE OF THIS PROJECT. PLUMBING VENTS, REGULATORS VENTS, FLUES, AND EXHAUST AIR OUTLETS TO BE KEPT A MINIMUM OF 10' AWAY FROM OUTSIDE AIR INTAKE LOCATIONS. G2. ALL SUPPLY, RETURN, AND OUTSIDE AIR DUCT TO BE INSULATED PER 2015 WSEC. G3. CONDUIT AND J-BOXES SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR, THERMOSTATS AND WIRING SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. G4. RESIDENTIAL RANGE HOODS SHALL BE LISTED AND LABELED RECIRCULATION HOODS AND SHALL NOT EXHAUST TO EXTERIOR UNDER 2015 IMC SECTION 501.3, EXCEPTION #3. RESIDENT SUITE HVAC UNITS UTILIZE MECHANICAL VENTILATION. SEE VTAC 1 2 3 4 5 6 7 8 9 10 12 13 SCHEDULE ON M5.0 FOR DETAIL. HVAC KEYNOTES: 1. 14"x14" OSA FROM LOWER LEVEL UP TO ROOF. 2. 26"x18" OSA UP AND DOWN IN MECHANICAL SHAFT. SEE UPPER AND LOWER HVAC PLANS FOR CONTINUATION. 3. 14"x16" EA DUCT UP AND DOWN IN MECHANICAL SHAFT. SEE UPPER AND LOWER HVAC PLANS FOR CONTINUATION. 4. 26"x16" OSA UP AND DOWN IN MECHANICAL SHAFT. SEE UPPER AND LOWER HVAC PLANS FOR CONTINUATION. 5. PROVIDE FIRE/SMOKE DAMPER AT ALL SHAFT WALL/RATED WALL PENETRATIONS WITH ACCESS. e"S I HVAC PLAN - 3RD FLOOR " I SCALE: 1/8" = 1'-0" �� of wA s jj /� -0 41741 GISTER� SS/ONAL 02/17/2023 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. v1ww. drengineerinn. net Phone:208.288.2181 Project:21 AMA01 N CD 00 M Cn Z 0 C) F--- Z z 0= Q W C 0 LL O 0 0 > > J Q J 0 _ O N 0 H CD w m o U) Z N Q Q LU N U a REVISION DATE REASON FOR ISSUE 1 6-18-2021 ADDENDUM 1 A 08-20-21 CITY COMMENTS #01 HVAC PLAN - THIRD FLOOR CONSTRUCTION SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER M2.3 HVAC GENERAL NOTES: G1. CONTRACTOR TO COORDINATE ALL EQUIPMENT LOCATIONS AND ROOF PENETRATIONS WITHIN THE SCOPE OF THIS PROJECT. PLUMBING VENTS, REGULATORS VENTS, FLUES, AND EXHAUST AIR OUTLETS TO BE KEPT A MINIMUM OF 10' AWAY FROM OUTSIDE AIR INTAKE LOCATIONS. G2. ALL SUPPLY, RETURN, AND OUTSIDE AIR DUCT TO BE INSULATED PER 2015 WSEC. G3. CONDUIT AND J-BOXES SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR, THERMOSTATS AND WIRING SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. G4. RESIDENTIAL RANGE HOODS SHALL BE LISTED AND LABELED RECIRCULATION HOODS AND SHALL NOT EXHAUST TO EXTERIOR UNDER 2015 IMC SECTION 501.3, EXCEPTION #3. RESIDENT SUITE HVAC UNITS UTILIZE MECHANICAL VENTILATION. SEE VTAC 1 2 3 4 5 6 7 8 9 10 12 13 SCHEDULE ON M5.0 FOR DETAIL. HVAC KEYNOTES: 1. 14"x14" OSA FROM LOWER LEVEL UP TO ROOF. 2. 26"x18" OSA UP AND DOWN IN MECHANICAL SHAFT. SEE UPPER AND LOWER HVAC PLANS FOR CONTINUATION. 3. 14"x16" EA DUCT UP AND DOWN IN MECHANICAL SHAFT. SEE UPPER AND LOWER HVAC PLANS FOR CONTINUATION. 4. 26"x16" OSA UP AND DOWN IN MECHANICAL SHAFT. SEE UPPER 5 6 AND LOWER HVAC PLANS FOR CONTINUATION. M4.1 M4.1 5. PROVIDE FIRE/SMOKE DAMPER AT ALL SHAFT WALL/RATED WALL PENETRATIONS WITH ACCESS. 12 M4.0 I I 4D1 HVAC PLAN - 4TH FLOOR SCALE: 1/8" = 1'-0" 8 M4.0 L M WAst�/ -0 41741 GISTER� SS/ONAL 02/17/2023 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. v1ww. drengineerinn. net Phone:208.288.2181 Project:21 AMA01 N CD 00 M Cn Z 0 0 Zz 0= Q W C 0 LL O 0 0 > > J Q J 0 _ o N 0 H CD w m o U) Z N Q Q LU N U a REVISION DATE REASON FOR ISSUE 1 6-18-2021 ADDENDUM 1 A 08-20-21 CITY COMMENTS #01 HVAC PLAN - FOURTH FLOOR CONSTRUCTION SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER M2.4 1 2 3 4 5 6 7 8 9 I I I I I I I I I I I I I I I I I 10 12 I I I I I I I I I I I I I I I I I I I 1 HVAC PLAN - 5TH FLOOR SCALE: 1/8" = V-0" 13 I 3 M4.1 HVAC GENERAL NOTES: G1. CONTRACTOR TO COORDINATE ALL EQUIPMENT LOCATIONS AND ROOF PENETRATIONS WITHIN THE SCOPE OF THIS PROJECT. PLUMBING VENTS, REGULATORS VENTS, FLUES, AND EXHAUST AIR OUTLETS TO BE KEPT A MINIMUM OF 10' AWAY FROM OUTSIDE AIR INTAKE LOCATIONS. G2. ALL SUPPLY, RETURN, AND OUTSIDE AIR DUCT TO BE INSULATED PER 2015 WSEC. G3. CONDUIT AND J-BOXES SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR, THERMOSTATS AND WIRING SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. G4. RESIDENTIAL RANGE HOODS SHALL BE LISTED AND LABELED RECIRCULATION HOODS AND SHALL NOT EXHAUST TO EXTERIOR UNDER 2015 IMC SECTION 501.3, EXCEPTION #3. RESIDENT SUITE HVAC UNITS UTILIZE MECHANICAL VENTILATION. SEE VTAC SCHEDULE ON M5.0 FOR DETAIL. HVAC KEYNOTES: 1. 14"x14" OSA FROM LOWER LEVEL UP TO ROOF. 2. 26"x18" OSA UP AND DOWN IN MECHANICAL SHAFT. SEE UPPER AND LOWER HVAC PLANS FOR CONTINUATION. 3. 14"x16" EA DUCT UP AND DOWN IN MECHANICAL SHAFT. SEE UPPER AND LOWER HVAC PLANS FOR CONTINUATION. 4. 26"x16" OSA UP AND DOWN IN MECHANICAL SHAFT. SEE UPPER AND LOWER HVAC PLANS FOR CONTINUATION. 5. PROVIDE FIRE/SMOKE DAMPER AT ALL SHAFT WALL/RATED WALL PENETRATIONS WITH ACCESS. �� of wA s jj /� -0 41741 GISTER� SS/ONAL 02/17/2023 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. v1ww. drengineerinn. net Phone:208.288.2181 Project:21 AMA01 N CD 00 M Cn Z 0 0 F___ Zz 0= >Q 0 W C 0 LL 0 0 0 Z O > > J Q J 0 _ - o N 0 CD*� H CD w m Z N U Q Q LU N U a REVISION DATE REASON FOR ISSUE 1 6-18-2021 ADDENDUM 1 A 08-20-21 CITY COMMENTS #01 HVAC PLAN - FIFTH FLOOR CONSTRUCTION SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER M2.5 HVAC GENERAL NOTES: G1. CONTRACTOR TO COORDINATE ALL EQUIPMENT LOCATIONS AND ROOF PENETRATIONS WITHIN THE SCOPE OF THIS PROJECT. PLUMBING VENTS, REGULATORS VENTS, FLUES, AND EXHAUST AIR OUTLETS TO BE KEPT A MINIMUM OF 10' AWAY FROM OUTSIDE AIR INTAKE LOCATIONS. G2. ALL SUPPLY, RETURN, AND OUTSIDE AIR DUCT TO BE INSULATED PER 2015 WSEC. G3. CONDUIT AND J-BOXES SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR, THERMOSTATS AND WIRING SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. G4. RESIDENTIAL RANGE HOODS SHALL BE LISTED AND LABELED 1 2 3 4 5 6 7 8 9 10 12 13 RECIRCULATION HOODS AND SHALL NOT EXHAUST TO EXTERIOR UNDER 2015 IMC SECTION 501.3, EXCEPTION #3. RESIDENT SUITE HVAC UNITS UTILIZE MECHANICAL VENTILATION. SEE VTAC SCHEDULE ON M5.0 FOR DETAIL. HVAC KEYNOTES: I I I I I I I I I I I I 0 t I I I I I I I I I I I M 3 J ,3 u J ll 0 1 HVAC PLAN - 6TH FLOOR SCALE: 1/8" = V-0" 1. 14"x14" OSA FROM LOWER LEVEL UP TO ROOF. 2. 26"x18" OSA UP AND DOWN IN MECHANICAL SHAFT. SEE UPPER AND LOWER HVAC PLANS FOR CONTINUATION. 3. 14"x16" EA DUCT UP AND DOWN IN MECHANICAL SHAFT. SEE UPPER AND LOWER HVAC PLANS FOR CONTINUATION. 4. 26"x16" OSA UP AND DOWN IN MECHANICAL SHAFT. SEE UPPER AND LOWER HVAC PLANS FOR CONTINUATION. 5. PROVIDE FIRE/SMOKE DAMPER AT ALL SHAFT WALL/RATED WALL PENETRATIONS WITH ACCESS. 6. EA DUCT PENETRATION UP THROUGH ROOF. SEAL WEATHER TIGHT AND TERMINATE WITH VENT CAP AND INSECT SCREEN. 7. ROUTE 3" EA DUCT DOWN TO PEDICURE CHAIR CONNECTION. SEE ARCHITECTURAL PLANS FOR DETAIL ON SALON EQUIPMENT. PROVIDE BALANCE DAMPER IN VERTICAL DUCT, SET TO 50 CFM MINIMUM PER IMC TABLE 403.3.1.1. 8. 18"x12" SA AND 26"x12" RA DUCT DROPS FROM RTU ABOVE. SEE HVAC ROOF PLAN FOR CONTINUATION. OF WAS /� -o 41741 GISTF NAL 02/17/2023 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions v1ww. drengineerinn. net Phone:208.288.2181 Project:21 AMA01 N CD 00 M 0 0 Zz 0= >Q 0 W C 0 LL 0 0 0 �LLJ > > J Q J 0 _ o N 0 CD wH m Z N U Q Q LU N U a REVISION DATE REASON FOR ISSUE 1 6-18-2021 ADDENDUM 1 A 08-20-21 CITY COMMENTS #01 B 10-28-21 CITY COMMENTS #02 HVAC PLAN - SIXTH FLOOR CONSTRUCTION SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER M2.6 r U 1 2 3 4 5 6 7 8 9 10 12 13 i c 0 1 HVAC PLAN - ROOF SCALE: 1/8" = 1'-0" HVAC GENERAL NOTES: G1. CONTRACTOR TO COORDINATE ALL EQUIPMENT LOCATIONS AND ROOF PENETRATIONS WITHIN THE SCOPE OF THIS PROJECT. PLUMBING VENTS, REGULATORS VENTS, FLUES, AND EXHAUST AIR OUTLETS TO BE KEPT A MINIMUM OF 10' AWAY FROM OUTSIDE AIR INTAKE LOCATIONS. G2. ALL SUPPLY, RETURN, AND OUTSIDE AIR DUCT TO BE INSULATED PER 2015 WSEC. G3. CONDUIT AND J-BOXES SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR, THERMOSTATS AND WIRING SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. G4. RESIDENTIAL RANGE HOODS SHALL BE LISTED AND LABELED RECIRCULATION HOODS AND SHALL NOT EXHAUST TO EXTERIOR UNDER 2015 IMC SECTION 501.3, EXCEPTION #3. RESIDENT SUITE HVAC UNITS UTILIZE MECHANICAL VENTILATION. SEE VTAC SCHEDULE ON M5.0 FOR DETAIL. HVAC KEYNOTES: 1. ROUTE DUCT DOWN THROUGH ROOF INTO STAIRWAY. SEAL PENETRATION WEATHER TIGHT. 2. ROUTE DUCT DOWN THROUGH ROOF INTO MECHANICAL CHASE. SEE LOWER FLOORS FOR CONTINUATION. 3. EXHAUST DUCT ROOF PENETRATION. SEE LOWER FLOOR FOR CONTINUATION. 4. PROVIDE 24"x24" CLASS 1 MOTORIZED DAMPER PER WSEC C403.2.4.3. BASIS OF DESIGN TO BE GREENHECK VCD-23 WITH OPTIONAL OCI SWITCH FOR MONITORING DAMPER POSITION. 5. ACTUATOR SHALL BE 120V, AND FAIL OPEN. PROVIDE 36"x36" CLASS 1 MOTORIZED DAMPER PER WSEC TIONAL OCI SWITCH FOR MONITORING DAMPER POSITION. ACTUATOR SHALL BE 120V, AND FAIL OPEN. �O of wA,3 41741 �<C/ '[STER��� \� ASS/0NAL NC� 05/17/2023 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.drengineerinq.net Phone:208.288.2181 Project:21 AMA01 N CD 00 M 0 0 Zz 0= >Q 0 W C 0 LL 0 0 0 Z O > > J Q J 0 _ - o N 0 CD LL m CD*� Z N U Q QLU N U a REVISION DATE REASON FOR ISSUE 1 6-18-2021 ADDENDUM 1 A 08-20-21 CITY COMMENTS #01 F 05-12/23 SMOKE CONTROL REVISIONS-ASI 009 HVAC PLAN - ROOF CONSTRUCTION SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER M2.7 r u I 0 0 L a J D 0 DUCTLESS SPLIT HEAT PUMP SCHEDULE EQUIPMENT NO. SERVICE NOMINAL CAPACITY TOTAL COOL/HEAT (MBH) MAX CFM SEER/HSPF INDOOR UNIT OUTDOOR UNIT NOTES MCA MANUFACTURER MODEL WEIGHT VOLT.-PH.-CY. MCA MOCP MANUFACTURER MODEL WEIGHT DSO/DSI-1 MAINTENANCE 0008 1 TON 12.0 / 13.6 400 26.1 / 12.5 1.0 MITSUBISHI MSZ-FH12NA 29 LBS 208V-1PH-60 11 20 MITSUBISHI MUZ-FH12NHA 83 LBS 1,2,3,4,5,6,7 DSO/DSI-2 LAUNDRY 0004 1.5 TON 17.2 / 20.3 460 21.0 / 12.0 1.0 MITSUBISHI MSZ-FH18NA2 29 LBS 208V-1PH-60 16 20 MITSUBISHI MUZ-FH18NHA 124 LBS 1,2,3,4,5,6,7 DSO/DSI-3 MDF 0003 1 TON 12.0 / 13.6 400 26.1 / 12.5 1.0 MITSUBISHI MSZ-FH12NA 29 LBS 208V-1PH-60 11 20 MITSUBISHI MUZ-FH12NHA 83 LBS 1,2,3,4,5,6,7 DSO/DSI-4 ELECTRICAL 0002 1.5 TON 17.2 / 20.3 460 21.0 / 12.0 1.0 MITSUBISHI MSZ-FH18NA2 29 LBS 208V-1PH-60 16 20 MITSUBISHI MUZ-FH18NHA 124 LBS 1,2,3,4,5,6,7 ALTERNATE MANUFACTURERS: DAIKIN, FUJITSU, MITSUBISHI, SANYO NOTES: 1. PROVIDE UNIT WITH 7 DAY PROGRAMMABLE THERMOSTAT. 2. PROVIDE ALL ANCILLARY COMPONENTS REQUIRED FOR A FULL INSTALLATION. 3. INDOOR UNIT IS ELECTRICALLY CONNECTED TO AND POWERED BY THE OUTDOOR UNIT. ELECTRICAL REQUIREMENTS ARE COMBINED. 4. CAPACITIES ARE RATED AT ARI STANDARDS. 5. ELECTRICAL CONTRACTOR TO PROVIDE DISCONNECT SWITCHES AND POWER WIRING. 6. PROVIDE MANUFACTURER'S CONDENSATE PUMP KIT AND ROUTE TO NEAREST LAVATORY/SINK TAILPIECE. 7. PROVIDE REFRIGERANT AND REFRIGERANT PIPING PER MANUFACTURER FOR FIELD CONDITIONS. FAN SCHEDULE EQUIPMENT NO. SERVES TYPE - MOUNTING CFM STATIC PRESS. (IN.WC.) MOTOR HEATING WATTS SONES WEIGHT MANUFACTURER MODEL CONTROL NOTES WATTS HP RPM VOLT.-PH.-CY. DBF-1 LAUNDRY - DRYER BOOSTER EXHAUST - DUCT 170 - 72 - - 120-1-60 - - - FANTECH DB4XT-705 PRESSURE SENSOR SWITCH 5 EF-1 UNIT RESTROOMS EXHAUST - CEILING 80 0.10 11.7 - 750 120-1-60 1300 1.5 20 LBS DELTA BREEZE DELTA RAD80 DUAL (LIGHT/HEAT) WALL SWITCH 1,2 EF-2 BOILER 0005 EXHAUST - CEILING 200 0.10 17.5 - - 120-1-60 - 1.0 15 LBS DELTA BREEZE PR0200 THERMOSTAT EF-3 LAUNDRY 0004 EXHAUST - CEILING 100 0.10 12.6 - - 120-1-60 - 1.5 15 LBS DELTA BREEZE GBR100H WALL SWITCH WITH HUMIDISTAT EF-4 PUBLIC RESTROOMS EXHAUST - CEILING 80 0.10 10.5 - - 120-1-60 - 0.8 15 LBS DELTA BREEZE GBR80 VIA LIGHTING SCHEDULE EF-5 TRASH ROOMS/STORAGE EXHAUST - CEILING 80 0.10 10.5 - - 120-1-60 - 0.8 15 LBS DELTA BREEZE GBR80 CONTINUOUS EF-6 SALON EXHAUST - ROOF 290 0.20 - 1/30 1550 120-1-60 - 4.9 50 LBS GREENHECK CUE-070-D VIA LIGHTING SCHEDULE EF-7 FITNESS EXHAUST - CEILING 300 0.10 41 - - 120-1-60 - 2.0 15 LBS DELTA BREEZE PR0300 VIA LIGHTING SCHEDULE EF-8 RESTROOM 1005 EXHAUST - CEILING 150 0.15 17.5 - - 120-1-60 - 1.0 15 LBS DELTA BREEZE PR0200 VIA LIGHTING SCHEDULE EF-G1 GENERATOR ROOM EXHAUST - SIDEWALL 4800 0.10 - 3/4 - 120-1-60 - 17.4 - GREENHECK SE1-18-429-A7X-QD GENERATOR CONTROL EF-K1 COM. KITCHEN HOOD TYPE I - SIDEWALL 4200 1.0 - 3 1434 208-3-60 - 24 200 LBS CAPTIVEAIRE DU180HFA KITCHEN HOOD 7,8 EF-K2 COM. KITCHEN HOOD TYPE II - SIDEWALL 400 0.5 - 0.25 1493 208-1-60 - 9.1 54 LBS CAPTIVEAIRE DU12HFA DISHWASHER HOOD EF-P1 MECH 0009 EXHAUST - FLOOR 16,000 / 10,700 0.25 - 5.63 720 208-3-60 - 80 850 LBS GREENHECK QEID-27-95 CONTINUOUS/SENSORS 6,8 EF-P2 MECH 1032 EXHAUST - FLOOR 12,000 / 8,000 0.25 - 5 1475 208-3-60 - 83 850 LBS GREENHECK QEID-22-80 CONTINUOUS/SENSORS 6,8 EF-P3 PARKING GARAGE CIRCULATION - CEILING 2100 - - - - 208-1-60 - - - GREENHECK GJI CONTINUOUS 3.OA MCA, 15A MOP EPF-1 ELEVATOR PRESSURIZATION - ROOF 11,500 0.75 - 3 - 208-3-60 - 500 LBS REVERSOMATIC RDD-33 FIRE ALARM NOTE 8, 9,10, 29 DEGREE BLADE ANGLE SPF-1 WEST STAIRWAY PRESSURIZATION - ROOF 5,000 0.5 - 1 - 208-3-60 - 450 LBS REVERSOMATIC RDD-24 FIRE ALARM NOTE 9, 10, 13 DEGREE BLADE ANGLE SPF-2 EAST STAIRWAY PRESSURIZATION - ROOF 5,000 0.5 - 1 - 208-3-60 - 450 LBS REVERSOMATIC RDD-24 FIRE ALARM NOTE 9, 10, 13 DEGREE BLADE ANGLE NOTES: 1. CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR FOR ALL CONTROLS. 2. SINGLE BLOWER VENTILATOR SHALL BE CEILING MOUNTED. FURNISH WITH CEILING GRILLE, AND BACKDRAFT DAMPER. 3. FAN SHALL BE CONTROLLED BY WALL THERMOSTAT, PROVIDED BY MECHANICAL CONTRACTOR, INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR. 4. FURNISH WITH BACKDRAFT DAMPER. 5. MOUNT IN DESIGNATED AREA ABOVE DRYER. PROVIDE WITH ACCESS, BRACKET, AND HARDWARE. 6. PROVIDE WITH CO AND NO2 SENSOR EQUIPMENT AND ALL NECESSARY ACCESSORIES. 7. GREASE EXHAUST FAN SHALL BE INSTALLED TO PROVIDE 18" MINIMUM TO COMBUSTABLE MATERIALS. 8. FANS EXCEDING 1.0 HP SHALL HAVE AN ENERGY EFFICIENCY CLASSIFICATION OF MORE THAN FEG 71 PER AMCA 205, AND FAN OPERATION SHALL BE WITHIN 9. PROVIDE VARIABLE FREQUENCY DRIVE WITH FAN. BASIS OF DESIGN - DANFOSS VLT. 10. PROVIDE GREENHECK VCD-23 WITH 120V FAIL OPEN ACTUATOR AND OCI SWITCH. MAKE-UP AIR UNIT SCHEDULE (BY KES) SUPPLY FAN DIRECT GAS FIRED HEATING DX COOLING ELECTRICAL T.S.P. TOTAL SENSIBLE EQUIPMENT OUTSIDE (IN. FAN INPUT OUTPUT CAPACITY CAPACITY WEIGHT NO. SERVICE LOCATION AIR (CFM) CFM W.C.) RPM HP MBH 225 MBH EFF. % (MBH) 47.5 (MBH) 47.4 E.A.T./L.A.T. SEER VOLT.-PH.-CY. FLA MCA MOCP (LBS) MANUFACTURER MODEL NOTES MAU-1 KITCHEN HOOD ROOF 3360 3360 1.0 1604 3 206.7 92 80 / 66 14 208-3-60 9.5 44.4 60 1567 CAPTIVEAIRE A2-D250-20D-MPU 1, 2, 3, 4, 5, 6, 7,8 ALTERNATE MANUFACTURERS: LENNOX, TRANE, YORK, CARRIER NOTES: 1. UNIT CAPACITIES RATED AT 100 FEET ELEVATION AND 85 DEGREES CONDENSER ENTERING AIR. 2. PROVIDE UNIT WITH FACTORY MOUNTED DISCONNECT AND GFI SERVICE OUTLET. 3. PROVIDE PREFABRICATED 14" ROOF CURB. 4. PROVIDE WITH SEISMIC CLIP. 5. PROVIDE UNIT WITH SPRING ISOLATORS. 6. PROVIDE UNIT WITH FACTORY SMOKE DETECTOR, FEILD INSTALLED. 7. FANS EXCEDING 1.0 HP SHALL HAVE AN ENERGY EFFICIENCY CLASSIFICATION OF MORE THAN FEG 71 PER AMCA 205, AND FAN OPERATION SHALL BE WITHIN 10% OF THE LISTED EFFICENY, IN COMPLIANCE WITH WSEC SECTION C406.2.3 ENERGY RECOVERY VENTILATOR SCHEDULE SUPPLY FAN EXHAUST FAN ENERGY RECOVERY ELECTRICAL SUMMER WINTER EQUIPMENT T.S.P.(IN. FAN T.S.P. (IN. FAN SUMMER WINTER ENTHALPY ENTHALPY NO. SERVICE LOCATION CFM W.C.) RPM HP CFM W.C.) RPM HP EAT/LAT EAT/LAT RECOVERY RECOVERY SONES VOLT.-PH.-CY. FLA MCA MOCP WEIGHT MANUFACTURER MODEL NOTES ERV-1 FC OSA / CORRIDOR EA ROOF 1050 1 0.75 1 1100 0.75 950 0.75 1140 1 0.75 85 / 77.8 23 / 51.8 67.5 54.6 13.2 208V-PH1-60 12.2 15 GREENHECK ECV-10H-VG-FM NOTES: 1. UNIT CONFIGURED TO SUPPLY 100% OSA. VERTICAL PACKAGED TERMINAL HEAT PUMP SCHEDULE EQUIPMENT SENSIBLE COOLING NO. SERVICE SUPPLY CFM MIN. OSA CFM ESP (IN. W.C.) MBH EER HEATING MBH COP ELEC. HEAT (kW) VOLT-PH-CY MCP MCA WEIGHT MANUFACTURER MODEL NOTES VTAC-1 STUDIO UNIT 490 60 0.3 9.0 11.5 8.2 4.0 2.1 208V-1PH-60 15 15 145 AMANA AVH093H VTAC-2 1-BEDROOM 490 60 0.3 11.0 11.5 10.5 4.0 2.8 208V-1PH-60 20 19.9 150 AMANA AVH123H VTAC-3 2-BEDROOM 675 60 0.3 18.0 11.5 16.5 4.0 4.1 208V-1PH-60 30 28.6 190 AMANA AVH183H NOTES: 1. PROVIDE WITH MERV-6 FILTER OR BETTER. 2. PROVIDE WITH ARCHITECTURAL LOUVER, ACCESS PANEL/RETURN AIR GRILLE, AND ACCESSORY DRAIN PAN/KIT. DEDICATED OUTSIDE AIR SUPPLY UNIT SCHEDULE SENS COOLING OUTSIDE AIR HEATING ELECTRICAL EQUIPMENT NOMINAL CAPACITY MIN / MAX ENTERING AIR CAPACITY E.S.P. NO. SERVICE CAPACITY (MBH) CFM SEER/IEER DB/WB (MBH) (IN W.C.) MCA MOCP VOLT/PH/CY WEIGHT MANUFACTURER MODEL NOTES DOAS-1 CORRIDOR OSA 12 TONS 1 160.8 2200 / 4800 418.1 18.1 80/61.3 133 0.5 88.5 A 100 A 208V-3PH-60 3851 LBS CAPTIVEAIRE CASRTU4 1,2 NOTES: 1. UNIT CONFIGURED TO SUPPLY 100% OSA. 2. FANS EXCEDING 1.0 HP SHALL HAVE AN ENERGY EFFICIENCY CLASSIFICATION OF MORE THAN FEG 71 PER AMCA 205, AND FAN OPERATION SHALL BE WITHIN 10% OF THE LISTED EFFICENY, IN COMPLIANCE WITH WSEC SECTION C406.2.3 ROOFTOP UNIT SCHEDULE EQUIPMENT NO. SERVICE TONS SUPPLY AIR (CFM) OUTSIDE AIR (CFM) E.S.P. (IN. W.C.) COOLING ENTERING AIR SENSIBLE EER/SEER REFRIGERANT DB/WB MBH HEATING ELECTRICAL WEIGHT (LBS) MANUFACTURER MODEL OPTIONS MBH INPUT MBH OUTPUT AFUE % VOLT/PH/CYC MCA MOCP POWER EXH. MCA MOCP RTU-1 FITNESS 3 1200 305 0.5 416.1 16.1 R-41 OA 80 / 61 24.5 79.2 64.2 81 % 208/3/60 27 30 1.5 15 700 CARRIER 48GCEM04 1,2,3,4,5,6,7,8 RTU-2 THEATER 3 1200 270 0.5 416.1 16.1 R-41 OA 80 / 61 24.5 79.2 64.2 81 % 208/3/60 27 30 1.5 15 700 CARRIER 48GCEM04 1,2,3,4,5,6,7,8 ALTERNATE MANUFACTURERS: LENNOX, TRANE, BRYANT, YORK, CARRIER, LUXAIRE. NOTES: 1. UNIT CAPACITIES RATED AT 600 FEET ELEVATION AND 80 DEGREES CONDENSER ENTERING AIR. 2. PROVIDE UNIT WITH FACTORY MOUNTED DISCONNECT AND GFI SERVICE OUTLET. 3. PROVIDE PREFABRICATED 14" ROOF CURB. 4. PROVIDE ECONOMIZER WITH FULL MODULATING POWER EXHAUST AND HIGH LIMIT SHUT OFF CONTROL PER WSEC C403.3.3.3. 5. PROVIDE 7-DAY PROGRAMMABLE THERMOSTAT. 6. PROVIDE WITH SEISMIC CLIP. 7. PROVIDE UNIT WITH ALL CONTROLS AND SENSORS REQUIRED FOR ON DEMAND VENTILATION. 8. PROVIDE UNIT WITH FACTORY SMOKE DETECTOR, FIELD INSTALLED. NOTE: MECHANICAL EQUIPMENT SHALL EXCEDE THE WSEC EFFICIENCIES ON TABLES C403.2.3(1) THROUGH C403.2.3(9) BY 15% TO UTILIZE THE HIGH EFFICIENCY HVAC OPTION. AIR DISTRIBUTION DEVICES EQUIPMENT NO. SIZE MOUNTING MATERIAL MANUFACTUR ER MODEL NOTES FACE NECK SIDEWALL LAY -IN CEILING HARD CEILING DUCT FLOOR STEEL ALUMINUM SD-1 12"x12" SEE PLANS X X X TITUS TMS SD-2 24"x24" SEE PLANS X X X TITUS TMS SG-1 10"x6" SEE PLANS X X TITUS US30OFS SG-2 10"x6" SEE PLANS X X X TITUS US350FS RG-1 12"x12" SEE PLANS X X X TITUS 50F RG-2 24"x24" SEE PLANS X X X TITUS 50F TG-1 14"x10' SEE PLANS X X X X X TITUS TITUS US350FS 50F TG-2 24"x24" SEE PLANS EG-1 24"x24" SEE PLANS X X X TITUS 5OF ALTERNATE MANUFACTURERS: TITUS, PRICE, METAL-AIRE, NAILOR, CARNES, TUTTLE & BAILEY NOTES: 1. CONTRACTOR TO VERIFY AND PROVIDE ALL MOUNTING HARDWARE FOR APPLICABLE CEILING TYPES. 2. FINISH TO BE COORDINATED WITH ARCHITECT PRIOR TO SUBMITTAL. 3. NC VALUES NOT TO EXCEED 25. 4. NECK SIZE REFERS TO THE DUCT SIZE CONNECTION AT THE DIFFUSER OR GRILLE. 5. CONTRACTOR PROVIDED FACE DAMPER WHEN IN -LINE DUCT DAMPER IS NOT ACCESSIBLE. 6. CONTRACTOR TO PROVIDE TRANSITIONS FROM LEAD-IN DUCT SIZE TO NECK SIZE AS REQUIRED. ELECTRIC WALL HEATER SCHEDULE EQUIPMENT NO. KEY: �_— (A), (B) (C) A. FIRST LETTER: S-SUPPLY, R-RETURN, E-EXHAUST, T- TRANSFER SECOND LETTER: D-DIFFUSER, R-REGISTER, G-GRILLE B. DUCT NECK SIZE, UNLESS NOTED OTHERWISE C. CFM EQUIPMENT ELECTRIC NO. SERVICE CFM WATTS RPM MCA VOLT.-PH.-CY. WEIGHT MANUFACTURER MODEL NOTES EWH-1 SEE PLANS 100 750 1060 6.3 120V-1 PH-60 10 LBS MARKEL E3055T2DWB EWH-2 STAIRWAYS 100 1500 1060 12.5 120V-1 PH-60 10 LBS MARKEL E3055T2DWB ALTERNATE MANUFACTURERS: NOTES: 1. COORDINATE MOUNTING LOCATION WITH ALL OTHER DISCIPLINES. LOUVER SCHEDULE EQUIPMENT THICKNESS NO. SERVICE WIDTH HEIGHT FREE AREA (SQ. FT.) OF FRAME MATERIAL SCREEN MANUFACTURER MODEL NOTES L-1 L-2 FC-1C, FC-1D, FC-1E INTAKE 46" 28" 4.4 6" GALVANIZED STEEL MESH GREENHECK VCD-23 2000 CFM INTAKE, CLASS 1 MOTORIZED DAMPER. 1ST FLOOR RELIEF 46" 28" 4.5 6" GALVANIZED STEEL MESH GREENHECK VCD-23 3600 CFM RELIEF, CLASS 1 MOTORIZED DAMPER I E L H N C C- 3 0 F R I C S 1 O R AM R L-4 FIRE ALARM 50" 72" 12 6" ALUMINUM MESH GREENHECK ECD-601 4 L-P1 PARKING EXHAUST RELIEF 42" 42" 6.0 6" ALUMINUM MESH RUSKIN CD355 1 L-R1 UNIT EXHAUST MANIFOLD 12" 11" - 5" POLY MESH XVENT MDEB-44-BR 1 L-R2 UNIT EXHAUST MANIFOLD 16" 12" - 5" POLY MESH XVENT THEB-444-BR 1 RL-1 TRASH CHUTE PENTHOUSE VENT 24" 16" - - ALUMINUM MESH GREENHECK WRH 3 ALTERNATE MANUFACTURERS: GREENHECK, RUSKIN, CESCO, L & D NOTES: 1. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 2. PROVIDE WITH RUSKIN MOTORIZED ACTUATOR, CONTROLLED TO OPEN WHEN EF-G1 IS ENERGIZED. 4. SMOKE CONTROL RELIEF DAMPER. PROVIDE CLASS 1 MOTORIZED DAMPER, RUSKIN CBD2 BACKDRAFT DAMPER, AND STANDBY POWER FROM GENERATOR. UNIT HEATER SCHEDULE EQUIPMENT NO. MANUFACTURER MODEL FUEL INPUT EFFICIENCY AIRFLOW (CFM) VOLT/PH/CY MCA MOCP WEIGHT NOTES UH-1 MODINE HHD-30 NATURAL GAS 30.0 MBH 82% 500 120V-1PH-60 - - 55 LBS RH-1,2,3,4 GREAT LAKES RADIANT BAH-35-C-17 ELECTRIC 1750 WATTS - - 240V-1 PH-60 7.0 A 15 A 13 LBS CCD 003 FAN COIL SCHEDULE EXTERNAL HEATING COIL COOLING COIL ELECTRICAL EQUIPMENT AREA SUPPLY OUTSIDE STATIC PRESS NO. SERVED AIR (CFM) AIR (CFM) (IN. W.G.) MBH INPUT KW MBH REFRIG. VOLT.-PH.-CY. MCA MOP WEIGHT MANUFACTURER MODEL NOTES FC-1A BISTRO 1600 570 0.24 54.2 650 48.1 R410A 208V-1PH-60 3.1 15 110 LG ARNU483M3A4 1, 2, 3, 4, 5, 6, 7, 9 FC-1 B OFFICES 1200 240 0.24 40.6 450 36.2 R410A 208V-1 PH-60 2.9 15 100 LG ARNU363M3A4 1, 2, 3, 4, 5, 6, 9 FC-1C DINING 1600 450 0.24 54.2 650 48.1 R41OA 208V-1PH-60 3.1 15 110 LG ARNU483M3A4 1, 2, 3, 4, 5, 6, 7, 8, 9 FC-1D DINING 1600 450 0.24 54.2 650 48.1 R410A 208V-1PH-60 3.1 15 110 LG ARNU483M3A4 1, 2, 3, 4, 5, 6, 7, 8, 9 FC-1E FAMILY RM 400 75 0.24 13.6 190 12.3 R410A 208V-1PH-60 2.0 15 67 LG ARNU123M3A4 1, 2, 3, 4, 5, 6, 8, 9 FC-1 F KITCHEN 1200 0 0.24 40.6 450 36.2 R410A 208V-1 PH-60 2.9 15 100 LG ARNU363M3A4 1, 2, 3, 4, 5, 6, 9 FC-2 2ND FLOOR 800 325 0.24 27.3 190 24.2 R410A 208V-1PH-60 2.0 15 70 LG ARNU243M3A4 1, 2, 3, 4, 5, 6, 9 FC-3 3RD FLOOR 800 325 0.24 27.3 190 24.2 R410A 208V-1 PH-60 2.0 15 70 LG ARNU243M3A4 1, 2, 3, 4, 5, 6, 9 FC-4 4TH FLOOR 800 325 0.24 27.3 190 24.2 R410A 208V-1 PH-60 2.0 15 70 LG ARNU243M3A4 1, 2, 3, 4, 5, 6, 9 FC-5 5TH FLOOR 800 325 0.24 27.3 190 24.2 R410A 208V-1 PH-60 2.0 15 70 LG ARNU243M3A4 1, 2, 3, 4, 5, 6, 9 FC-6A SALON 400 270 0.24 13.6 190 12.3 R410A 208V-1PH-60 2.0 15 67 LG ARNU123M3A4 1, 2, 3, 4, 5, 6, 9 FC-613 6TH FLOOR 800 255 0.24 27.3 190 24.2 R410A 208V-1 PH-60 2.0 15 70 LG ARNU243M3A4 1, 2, 3, 4, 5, 6, 9 ALTERNATE MANUFACTURERS: LENNOX, TRANE, YORK NOTES- 1 . PROVIDE UNIT WITH 7 DAY PROGRAMMABLE THERMOSTAT. 2. PROVIDE ALL ANCILLARY COMPONENTS REQUIRED FOR A FULL INSTALLATION. 3. PROVIDE WITH MEDIA FILTER. 4. ELECTRICAL CONTRACTOR TO PROVIDE DISCONNECT SWITCHES AND POWER WIRING. 5. PROVIDE MANUFACTURER'S CONDENSATE PUMP KIT AND ROUTE TO NEAREST LAVATORY/SINK TAILPIECE. 6. PROVIDE MANUFACTURER'S LOW AMBIENT KIT FOR OPERATION DOWN TO 0°F. 7. PROVIDE ALL CONTROLS AND SENSORS REQUIRED FOR DEMAND CONTROL VENTILATION. 8. PROVIDE FAN COIL WITH MOTORIZED DAMPERS FOR ECONOMIZER OPERATION, WITH HIGH LIMIT SHUT-OFF CONTROL PER WSEC C403.3.3.3. 9. PROVIDE UNIT WITH MANUFACTURER DRIP PAN AD SECONDARY DRAINAGE. HEAT PUMP SCHEDULE EQUIPMENT NO. CORRESPONDING UNIT TOTAL COOLING CAPACITY (MBH) TOTAL HEATING CAPACITY (MBH) SEER/EER HSPF ELECTRICAL SOUND dB MANUFACTURER MODEL WEIGHT NOTES VOLT./PH/CY. MCA MOCP HP-1A FC-1A 50 56.5 17 9.5 208V-1PH-60 30 50 51 LG ARUN048GSS4 207 1, 2, 3, 4, 5, 6 HP-1 B FC-1 B 39.5 44 17 9.0 208V-1 PH-60 25 40 50 LG ARUN036GSS4 160 1, 2, 3, 4, 5, 6 HPA C FCA C 50 56.5 17 9.5 208V-1 PH-60 30 50 51 LG ARUN048GSS4 207 1, 2, 3, 4, 5, 6 HP-1 D FC-1 D 50 56.5 17 9.5 208V-1 PH-60 30 50 51 LG ARUN048GSS4 207 1, 2, 3, 4, 5, 6 HP-1 E FC-1 E 24 27 15.8 8.6 208V-1 PH-60 20 30 50 LG ARUN024GSS4 160 1, 2, 3, 4, 5, 6 HP-1 F FC-1 F 39.5 44 17 9.0 208V-1 PH-60 25 40 50 LG ARUN036GSS4 160 1, 2, 3, 4, 5, 6 HP-2 FC-2 24 27 15.8 8.6 208V-1PH-60 20 30 50 LG ARUN024GSS4 160 1, 2, 3, 4, 5, 6 HP-3 FC-3 24 27 15.8 8.6 208V-1PH-60 20 30 50 LG ARUN024GSS4 160 1, 2, 3, 4, 5, 6 HP-4 FC-4 24 27 15.8 8.6 208V-1PH-60 20 30 50 LG ARUN024GSS4 160 1, 2, 3, 4, 5, 6 HP-5 FC-5 24 27 15.8 8.6 208V-1PH-60 20 30 50 LG ARUN024GSS4 160 1, 2, 3, 4, 5, 6 HP-6A FC-6A 24 27 15.8 8.6 208V-1PH-60 20 30 50 LG ARUN024GSS4 160 1, 2, 3, 4, 5, 6 HP-6B FC-6B 24 27 15.8 8.6 208V-1PH-60 20 30 50 LG ARUN024GSS4 160 1, 2, 3, 4, 5, 6 ALTERNATE MANUFACTURERS: LENNOX, TRANE, YORK NOTES: 1. PROVIDE ALL ANCILLARY COMPONENTS REQUIRED FOR A FULL INSTALLATION. 2. INDOOR UNIT IS ELECTRICALLY CONNECTED TO AND POWERED BY THE OUTDOOR UNIT. ELECTRICAL REQUIREMENTS ARE COMBINED. 3. CAPACITIES ARE RATED AT ARI STANDARDS. 4. ELECTRICAL CONTRACTOR TO PROVIDE DISCONNECT SWITCHES AND POWER WIRING. 5. PROVIDE REFRIGERANT AND REFRIGERANT PIPING PER MANUFACTURER FOR FIELD CONDITIONS. 6. PROVIDE MANUFACTURER'S LOW AMBIENT KIT FOR OPERATION DOWN TO 0°F. �O of wA,3 r-b' 41741 �<C/ �Z'rISTER�� \� AS8/0NAL EN 05/17/2023 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.d(engineerinq.net Phone:208.288.2181 Project:21 AMA01 N CD 00 M 0 0 Z z 0 = >Q 0 W C 0 LL O 0 0 0 Z O � > J Q J _� 0 rn T 0 i C O F_ CD LLl m o Z N U LU Q Q N U a REVISION DATE REASON FOR ISSUE E 03-07-22 CITY COMMENTS #05 14 06-27-22 RFI#53 19 08-29-22 RFI#131 12-30-22 CCD 003 F 05-12/23 SMOKE CONTROL REVISIONS-ASI 009 HVAC SCHEDULES CONSTRUCTION SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER M5.0 GENERALNOTES ABBREVIATIONS ELECTRICAL LEGEND (LEGEND IS GENERAL IN NATURE. NOT ALL OF THE SYMBOLS SHOWN ARE USED IN THIS PROJECT.) (RE: ALL ELECTRICAL SHEETS) A AMPERES POWER LIGHTING (SEE LUMINAIRE SCHEDULE FOR EXACT MISCELLANEOUS SWITCHES ONE LINE AC ABOVE COUNTER REQUIREMENTS) 1. ALL ELECTRICAL EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL AC ABOVE FINISHED FLOOR SIMPLEX OUTLET. +18" AFF UNO. SINGLE FACE EXIT SIGN. CEILING MOUNTED. O JUNCTION BOX. S# SWITCH. TYPE AS INDICATED. +46"AFF, UNO. CODE, INTERNATIONAL FIRE CODE, AND ALL OTHER STATE AFG ABOVE FINISHED GRADE 0 DUPLEX OUTLET. +18" AFF UNO. ® DOUBLE FACE EXIT SIGN. CEILING MOUNTED. 2 DOUBLE POLE BRANCH AND LOCAL CODES. CONTRACTOR SHALL IMMEDIATELY AF AMPERE FRAME Q JUNCTION BOX, WALL MOUNTED. 3 3-WAY PANEL BRANCH PANEL. NOTIFY ENGINEER IN WRITING IF PORTIONS OF THE DESIGN AHJ AUTHORITY HAVING JURISDICTION I DUPLEX OUTLET. MOUNTED ABOVE COUNTER UNO. 4 4-WAY ****** SET OR FIELD CONDITIONS DO NOT MEET REQUIRED CODES. AT AMP TRIP DUPLEX OUTLET. +18" AFF UNO WITH GROUND SINGLE FACE EXIT SIGN. WALL MOUNTED. � THERMOSTAT. +56" AFF UNO. UNIT CONTROLLED D DIMMER INDICATED. 2. PROVIDE FIRESTOPPING FOR ALL FLOOR AND FIREWALL AWG AMERICAN WIRE GAUGE 0 FAULT INTERRUPTION PROTECTION. DOUBLE FACE EXIT SIGN. WALL MOUNTED. F CEILING FAN CONTROLLER HP HORSE POWER RATED PENETRATIONS FROM ELECTRICAL DEVICE, RACEWAY, AND CABLE PENETRATIONS. SEE ARCHITECTURAL DRAWINGS FOR BW BLANKET WARMER � DUPLEX OUTLET. MOUNTED ABOVE COUNTER UNO SURFACE MOUNTED PANELBOARD/ENCLOSURE. � K KEYED FIREWALL LOCATIONS. C CONDUIT WITH GROUND FAULT INTERRUPTION PROTECTION. SINGLE FACE COMBO EXIT SIGN / EMERGENCY LUMINAIRE. WALL MOUNTED. SEE SCHEDULE FOR TYPE. LV LOW VOLTAGE � A CIRCUIT BREAKER. SIZE AND TYPE 3. FIRE ALARM SYSTEM IS DESIGN BUILD BY ELECTRICAL CB CIRCUIT BREAKER SWITCHED DUPLEX OUTLET. +18" AFF UNO. FLUSH MOUNTED PANELBOARD/ENCLOSURE. � M MOMENTARY CONTACT / I AS SPECIFIED. CONTRACTOR AND SHALL BE INSTALLED IN ACCORDANCE CC CRASH CART DUPLEX ISOLATED GROUND OUTLET. � ARROW INDICATES DIRECTION TO BE SEE SCHEDULE FOR TYPE. MM MANUAL MOTOR STARTER WITH NFPA 72 AND ALL OTHER STATE AND LOCAL CODES. CKT CIRCUIT +18" AFF UNO. SHOWN ON SIGN. OS OCCUPANCY SENSOR PROVIDE AND INSTALL CONDUIT AND CONDUCTORS FOR ALL FIRE ALARM DEVICES REQUIRED BY LOCAL AUTHORITY CL CRITICAL LOAD DUPLEX ISOLATED GROUND OUTLET. � LIGHT FIXTURE. AM MECHANICAL EQUIPMENT SYMBOL (RE: MECHANICAL DRAWINGS FOR EXACT LOCATION P PILOT LIGHT T 15 MINUTE TIMER I 30AF CIRCUIT BREAKER. FRAME SIZE AF ( ) AND TRIP PLUG/RATING AT 3 POLE, ( ), CM CEILING MOUNTED � COUNTER # / 30AT / UNO. HAVING JURISDICTION, INCLUDING BUT NOT LIMITED TO HVAC MOUNTED ABOVE UNO. LIGHT FIXTURE. OF UNITS). TO THERMAL OVERLOAD SHUTDOWN, FIRE ALARM CONTROL PANEL, INITIATING AND CO CONDUIT ONLY, PROVIDE PULL -LINE DUPLEX 20A OUTLET. +18" AFF UNO. INDICATES FIXTURE TYPE. REFER TO LUMINARE V VOLUME CONTROL ANNUNCIATING CIRCUITS. FIELD INSPECTION IS REQUIRED TO D MECHANICAL DUCT -MOUNTED DEVICE LIGHT FIXTURE. F#W SCHEDULE. VS VACANCY SENSOR VERIFY THIS INFORMATION PRIOR TO BID. DC DIRECT CURRENT DUPLEX 20A OUTLET. MOUNTED ABOVE COUNTER UNO. a SUPERSCRIPT INDICATES LIGHTS 15A FUSE. SIZE AND TYPE AS 4. PROVIDE AND INSTALL 3/4" CONDUIT WITH BUSHING AND PULL DET DETAIL TO BE SWITCHED TOGETHER SPECIFIED, CIRCUITING SYMBOLS CORD TO ABOVE ACCESSIBLE CEILING, UNLESS NOTED E EMERGENCY/CRITICAL CARE DUPLEX OUTLET WITH USB PORT. +18" AFF UNO. SUSPENDED LIGHT FIXTURE. PROVIDE FUSE FOR EACH POLE, 3 OTHERWISE FOR DATA, TELEPHONE, AND TELEVISION (E) EXISTING WALL MOUNTED FIXTURE. %MULTI -LEVEL SWITCHING, TO MEET LIGHT POLE, UNO. DEVICES. DATA, TELEPHONE, AND TELEVISION CABLING ARE EF EXHAUST FAN SINGLE 20A OUTLET. +18" AFF UNO. CONDUIT STUBBED, CAPPED, AND REDUCTION LEVELS PER ENERGY CODE AS NOT PROVIDED UNDER THIS CONTRACT. WALL SCONCE FIXTURE. MARKED WITH PULL CORD. SHOWN. PROVIDE ADDITIONAL OR STEP- 30A INTERRUPTER SWITCH. SIZE AS 5. EMERGENCY LIGHTING SYMBOLS ARE SHADED ON THE EL EMERGENCY LIGHT FOURPLEX OUTLET. +18" AFF UNO. DIMMING BALLASTS WHERE REQUIRED. INDICATED, 3 POLE, UNO. LIGHTING PLANS. EMERGENCY SOURCE SHALL BE BATTERY EWC ELECTRIC WATER COOLER FOURPLEX OUTLET. MOUNTED ABOVE WALL PACK FIXTURE. CONDUIT UP. BACKED DRIVER WITH MINIMUM OF 1400 LUMEN OUTPUT FOR EWH ELECTRIC WATER HEATER COUNTER UNO. OCCUPANCY SENSOR. CEILING MOUNTED. A 90 MINUTE PERIOD, UNLESS NOTED OTHERWISE. PROVIDE F FUSE UNDERCABINET MOUNTED FIXTURE. CONDUIT DOWN. UNSWITCHED CONDUCTORS FOR CHARGING CIRCUIT AS FACP FIRE ALARM CONTROL PANEL FOURPLEX ISOLATED GROUND OUTLET+18" AFF UNO. .F-vv TRACKLIGHT. -� X-# HOMERUN. PANEL AND CIRCUIT AS P 4 . . PHOTOCELLWALL MOUNTED REQUIRED. FUSED SWITCH. SWITCH SIZE (AS) & 6. ALL WIRING DEVICES SHALL BE OF THE SAME MANUFACTURER FVNR FULL VOLTAGE NON -REVERSING FOURPLEX ISOLATED GROUND OUTLET. MOUNTED © PENDANT LIGHT FIXTURE. INDICATED. 30AS 30AF FUSE SIZE (AF) AS INDICATED, 3 AND SHALL MATCH THROUGHOUT. COVER PLATES SHALL BE G/GND GROUND ABOVE COUNTER UNO. CIRCUIT CONCEALED IN CEILING OR P O PHOTOCELL. CEILING MOUNTED. POLE, UNO. STAINLESS AND DEVICES SHALL BE COORDINATED WITH THE GFI GROUND FAULT INTERRUPTION SPECIAL PURPOSE OUTLET. VERIFY SIZE AND TYPE ROUND DECORATIVE LIGHT FIXTURE. WALL. I, TIMECLOCK. WALL MOUNTED. ARCHITECT. GFP GROUND FAULT PROTECTION WITH EQUIPMENT SUPPLIER. SURFACE MOUNT C YYY 7. DESIGN OF ELECTRICAL REQUIREMENTS IS BASED ON H HEAT CONNECTION POINT TO EQUIPMENT SPECIFIED, Q RECESSED LIGHT FIXTURE. CIRCUIT CONCEALED IN FLOOR OR SINGLE BUTTON, WALL MOUNTED MECHANICAL EQUIPMENT SPECIFIED. ELECTRICAL HH HANDHOLE FURNISHED, AND INSTALLED UNDER OTHER SECTIONS. UNDERGROUND. _ 4 PUSHBUTTON. MOUNT AT SWITCH HEIGHT UNO. CONTRACTOR SHALL COORDINATE WITH MECHANICAL HOA HAND OFF AUTO ELECTRICAL CONTRACTOR TO SUPPLY RACEWAY AND � RECESSED WALL WASH LIGHT FIXTURE. DRAW OUT CIRCUIT BREAKER FRAME CONTRACTOR IF EQUIPMENT PURCHASED IS DIFFERENT FROM HID HIGH INTENSITY DISCHARGE CONDUCTORS AND MAKE FINAL CONNECTION TO ® o0 THREE BUTTON, WALL MOUNTED PUSHBUTTON. (AF) SIZE AND TRIP PLUG RATING THAT SPECIFIED STILL MEETS DESIGN INTENT, INCLUDING BUT EQUIPMENT UNDER THIS SECTION, UNO. PORCELAIN LAMP HOLDER. GROUNDING MOUNT AT SWITCH HEIGHT UNO. �/ (AT), 3 POLE, UNO. NOT LIMITED TO OVER -CURRENT PROTECTION, LOCAL DISCONNECTING MEANS, AND WIRE SIZING. HP HVAC HOUSE PHONE HEATING, VENTILATING, & AIR CONDITIONING ® DUPLEX OUTLET. FLUSH, FLOOR MOUNTED WITH (� WALL MOUNTED PORCELAIN LAMP HOLDER. CONDUCTOR SIZE / ® MOTOR STARTER/CONTACTOR. 8. IT SHALL BE CONTRACTORS RESPONSIBILITY TO VERIFY TYPE I IONIZATION BRASS COVER PLATE. DUPLEX SWITCHED OUTLET. FLUSH, FLOOR MOUNTED CEILING FAN. X"-X#X X#XG INDIVIDUAL BREAKER FRAME (AF) OF CEILING SYSTEMS AND TO FURNISH APPROVED LIGHTING ID IN -DUCT ® � COMBINATION STARTER AND DISCONNECT. 1 FIXTURES OF THE TYPE REQUIRED FOR MOUNTING IN SUBJECT CEILING. WHERE FIXTURES ARE RECESSED IN IC IG INTERRUPTING CAPACITY ISOLATED GROUND ® WITH BRASS COVER PLATE. DUPLEX ISOLATED GROUND OUTLET. FLUSH, FLOOR CEILING FAN WITH LIGHT KIT. RACEWAY SIZE ' -CONDUCTOR SIZE CONDUCTOR QUANTITY X D NON -FUSED DISCONNECT SWITCH. SIZE AS / / SIZE AND TRIP PLUG RATING (AT), NEMA 1 UNO, 3 POLE UNO. PLASTER OR DRYWALL CEILINGS, THEY SHALL BE COMPLETE MOUNTED WITH BRASS COVER PLATE. INDICATED, NEMA 1 UNO, 3 POLE UNO. WITH NECESSARY MOUNTING HARDWARE AND PLASTER J/JB KW JUNCTION BOX KILOWATT ® OUTLET. FLUSH, FLOOR MOUNTED WITH e 0 POLE LIGHT 1 HEAD ROUND WITH POLE. FRAMES. BRASS COVER PLATE. BRASS O 9. ALL RECESSED LIGHTING FIXTURES, SPEAKERS, KWH KILOWATT HOUR OHO POLE LIGHT 2 HEAD ROUND WITH POLE. CIRCUIT SHALL CONSIST OF 3/4"-2#12,1#12G UNLESS F X FUSED DISCONNECT SWITCH. SIZE AS O METER. RECEPTACLES, SWITCHES, ETC., MOUNTED IN THE FIRE M MAGNETIC CONTACTOR COIL ®❑ SPECIAL PURPOSE OUTLET. FLUSH, FLOOR MOUNTED NOTED OTHERWISE. INDICATED, NEMA 1 UNO, 3 POLE UNO. RATED CEILINGS OR WALLS SHALL BE ENCLOSED WITH AN MB MAIN BREAKER WITH BRASS COVER PLATE. -0 POLE LIGHT 1 HEAD SQUARE WITH POLE. AM AMMETER. APPROVED ENCLOSURE CARRYING THE SAME FIRE RATING AS MCC MOTOR CONTROL CENTER MOTOR CONNECTION. RE: MECHANCIAL CONTRACTOR SHALL ROUTE CIRCUIT HOMERUN THE CEILING OR WALL BY THIS CONTRACTOR. MLO MAIN LUGS ONLY EQUIPMENT SCHEDULE ❑-❑ POLE LIGHT 2 HEAD SQUARE WITH POLE. FROM DEVICE NEAREST THE PANEL. VM VOLTMETER. 10. ALL COMMUNICATIONS CONDUIT SHALL BE 3/4" UNO. MS MOTOR STARTER IC O BOLLARD LIGHT. O ADA DOOR CHIME/STROBE ❑K KIRK KEY LOCK. MOUNTING T I N HEIGHTS I H T DETAIL O U G G S MH MANHOLE MW MICROWAVE � DECORATIVE POST -TOP LIGHT. GFP GROUND FAULT PROTECTION. SHEET INDEX N NEUTRAL FIRE ALARM -< SPOT/FLOOD LIGHT. NC NCL NORMALLY CLOSED NON CRITICAL LOAD Sp O SMOKE DETECTOR, ADDRESSABLE, CEILING V-1-11 EMERGENCY EGRESS LIGHT. WALL MOUNTED. TVSS TRANSIENT VOLTAGE SURGE SUPRESSION. E0.00 ELECTRICAL COVER SHEET NEC NATIONAL ELECTRICAL CODE MOUNTED, UNO. pZ11 EMERGENCY EGRESS LIGHT. CEILING MOUNTED. ST SHUNT TRIP COIL. E0. 2 EL CTRI AL I C N R MP IA C E1.00 ELECTRICAL SITE PLAN NIC NOT IN CONTRACTNO CO CARBON MONOXIDE DETECTOR. KWH KILOWATT HOUR METER. NORMALLY OPEN KEYED NOTES COMMUNICATIONS E1.01 PHOTOMETRIC PLAN - SITE & LEVEL 1 E1.02 PHOTOMETRIC PLAN - LEVEL P1 NTS NOT TO SCALE FSD FIRE/SMOKE DAMPER A. 1. 48" AFF MEASURED FROM THE TOP OF THE KVAR KILOVAR DEMAND METER. E1.03 TYP. CORRIDOR & UNIT PHOTOMETRIC PLANS OL OS OVERLOAD OCCUPANCY SENSOR F L-177 IF�FF�F OUTLET BOX. TEST TEST BLOCK. E2.00 ELECTRICAL LIGHTING PLAN - LEVEL P1 OFCI OWNER FURNISHED CONTRACTOR INSTALLED SD LOW FREQUENCY SOUNDER W/ 177CD STROBE MOUNTED TO THE CEILING. ]Z COMMUNICATION OUTLET LOCATED AT 18" AFF UNO. 2. 46" AFF MEASURED FROM THE TOP OF THE E2.01 ELECTRICAL LIGHTING PLAN - LEVEL 1 E2.02 ELECTRICAL LIGHTING PLAN -LEVEL 2 P PHOTO S PROVIDE AND INSTALL 4" SQUARE, DEEP JUNCTION BOX WITH SINGLE GANG MUD RING � � OUTLET BOX WHERE LOCATED ABOVE SOLID BASE CABINET THAT ALLOWS OVERHEAD SERVICE DROP. PC PHOTOCELL E2.03 ELECTRICAL LIGHTING PLAN -LEVEL 3 F L F a p ❑i ® ❑ PARALLEL (SIDE) APPROACH. APPLIES IN E2.04 ELECTRICAL LIGHTING PLAN -LEVEL 4 PVC RCPT POLYVINYL CHLORIDE RECEPTACLE SD LOW FREQUENCY SOUNDER. COMMUNICATION OUTLET. FLUSH, FLOOR MOUNTED. ❑v J O � � TYPE B/FHA UNITS ONLY. a GENERATOR SET. MAIN BREAKER E2.05 ELECTRICAL LIGHTING PLAN -LEVEL 5 (R) RELOCATED S P I* S# � z z OF SIZE E2.06 ELECTRICAL LIGHTING PLAN -LEVEL 6 AUDIBLE /VISUAL HORN -STROBE SMOKE TELEVISION OUTLET LOCATED AT 18" AFF UNO. 3. 44" AFF MEASURED FROM THE TOP THE OUTLET BOX WHERE LOCATED ABOVE INDICATED. E2.10 ELECTRICAL POWER PLAN - LEVEL P1 (RE) ) REPLACED F 177 DETECTION DEVICE. CEILING MOUNTED, UNO. PROVIDE AND INSTALL AS A RECESSED OUTLET. PANEL U ADA AT w J - OPEN-FACED CABINET. APPLIES IN TYPE A TRANSFER SWITCH. E2.11 ELECTRICAL POWER PLAN - LEVEL 1 REF SPST REFRIGERATOR SINGLE POLE SINGLE THROW NUMBER INDICATES CANDELA OF DEVICE. � OUTLET COUNTER MAX CO z Q Q CO UNITS AND COMMON AREAS ONLY. E2.12 ELECTRICAL POWER PLAN -LEVEL 2 VISUAL STROBE - SMOKE DETECTION DEVICE. . , . FLOOR MOUNTED FLUSH TELEVISION �o - � o_ GUTTER. E2.13 ELECTRICAL POWER PLAN - LEVEL 3 TC TDR TIME CLOCK TIME DELAY RELAY F 177 CEILING MOUNTED, UNO. SO SPEAKER. CEILING MOUNTED WITH BACKBOX. v L F- - o - I� k�k IC is N 4. OUTLET ABOVE BASE CABINET IN 'U' SHAPED KITCHEN TO BE PROVIDED AT E2.14 ELECTRICAL POWER PLAN -LEVEL 4 p z O METER AND BASE. E2.15 ELECTRICAL POWER PLAN LEVEL 5 TJB TERMINAL JUNCTION BOX 11 _ VISUAL STROBE -SMOKE DETECTION DEVICE. (S� SPEAKER. WALL MOUNTED WITH BACKBOX +80" UNO. 0 " MINIMUM OF 36" FROM A CORNER. (MAY - TSP TWISTED SHIELDED PAIR WALL MOUNTED, UNO. Y °r° REQUIRE ADDITIONAL OUTLETS BEYOND NEUTRA 0 NEUTRAL. E2.16 ELECTRICAL POWER PLAN -LEVEL 6 TTB TELEPHONE TERMINAL BOARD FIRE WATER FLOW BELL WIRELESS PULL CORD. ARLINGTON F101 LOCATED FINISH FLOOR THOSE REQUIRED BY CODE). E2.17 ELECTRICAL POWER PLAN - ROOF E2.20 ELECTRICAL ENLARGED UNITS TVSS TRANSIENT VOLTAGE SURGE SUPPRESSER ADDRESSABLE MANUAL PULL STATION �P AT 48" AFF TO CENTER OF BOX. NO CONDUIT REQUIRED. B. LOCATED NO LESS THAN 15"AFF MEASURED PM POWER MONITORING E2.21 ELECTRICAL ENLARGED UNITS TYP TYPICAL FROM THE BOTTOM OF THE OUTLET BOX. UH UNIT HEATER AIM ADDRESSABLE INTERFACE MODULE �p� CAMERA. WALL MOUNTED AT 96" AFF UNO. PROVIDE E2.22 ELECTRICAL ENLARGED KITCHEN PLANS &SCHEDULE UNO UNLESS NOTED OTHERWISE 4" SQUARE, DEEP JUNCTION BOX WITH SINGLE GANG C. OUTLETS AND SWITCHES OVER COUNTERS, E2.30 SPECIAL SYSTEMS POWER PLAN - P1 V VOLT ANN ANNUNCIATOR PANEL MUD RING AND 3/4"CONDUIT TO THE NEAREST IDF. 8" TO CENTER OF BOX ABOVE COUNTERS, E2.31 SPECIAL SYSTEMS POWER PLAN - LEVEL 1 OR 10" TO TOP OF BOX ABOVE COUNTER. E2.32 SPECIAL SYSTEMS POWER PLAN - LEVEL 2 VA VOLT AMPERE ® ADDRESSABLE RELAY MODULE UNIT ACCESS PANEL. LOW VOLTAGE CONTRACTOR [UAP] E2.33 SPECIAL SYSTEMS POWER PLAN - LEVEL 3 WG PROVIDE PROTECTIVE WIRE GUARD (LVC)PROVIDED ELECTRICAL CONTRACTOR E2.34 SPECIAL SYSTEMS POWER PLAN - LEVEL 4 WP WEATHER PROOF/NEMA 3R FS FLOW SWITCH INSTALLED. MOUNTED AT 60" AFF TO TOP. XFMR TRANSFORMER COORDINATE WITH LVC FOR REQUIREMENTS. Q E2.35 SPECIAL SYSTEMS POWER PLAN - LEVEL 5 E2.36 SPECIAL SYSTEMS POWER PLAN - LEVEL 6 TS TAMPER SWITCH E3.00 ELECTRICAL SCHEDULES E3.01 ELECTRICAL SCHEDULES KNO KNOX BOX E4.00 ONE -LINE DIAGRAM (MDP-1) E4.01 ONE -LINE DIAGRAM (MDP-2) DH DOOR HOLD E5.00 ELECTRICAL DETAILS HD HEAT DETECTOR NOTE: PROVIDE AND INSTALL 3/4" CONDUIT WITH BUSHING AND PULL CORD TO ABOVE ACCESSIBLE CEILING, UNLESS NOTED OTHERWISE FOR DATA, TELEPHONE, AND TELEVISION DEVICES. DATA, TELEPHONE, AND TELEVISION CABLING ARE NOT PROVIDED UNDER THIS CONTRACT. PN A. G , ASly S/DNAL EN 04/13/22 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.drengineering.net Phone:208.288.2181 Project:21 AMA01 N O 00 d) O Z z O= Q W o LL z O0 0 z O N > J > J _� O -0 � O 0 0 Il z m F_ W p Z oN U ~ � Q LU N U a REVISIO N DATE REASON FOR ISSUE 5 03/14/22 Construction Set ELECTRICAL COVER SHEET CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 ISHEET NUMBER -,oil EO.00 1 ELECTRICAL RICAL ITE PLAN NORTH N POWER FOR TO i SNOPUD ;UCTION. ORMER SITE GENERAL NOTES 1. CONTRACTOR SHALL CONTACT UNDERGROUND UTILITY LOCATING SERVICE PRIOR TO EXCAVATION FOR ELECTRICAL WORK. 2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL OTHER SITE DISCIPLINES INCLUDING BUT NOT LIMITED TO TRADES ASSOCIATED WITH WATER, SEWER, AND GAS INSTALLATIONS. 3. ELECTRICAL CONTRACTOR SHALL COORDINATE UTILITY WORK REQUIRED BY SERVING UTILITY AND SHALL FORWARD SERVING UTILITY WORK ORDER INVOICE TO OWNER FOR PAYMENT BY OWNER. 4. ROUTE ALL EXTERIOR LIGHTING (INCLUDING SOFFIT AND AREA LIGHTING SHOWN ON SHEET E2.01) THROUGH A LIGHTING CONTROL PANEL. LOCATE LIGHTING CONTROL PANEL IN IDF ROOM 1018. PROVIDE PHOTO -CELL ON ROOF. REFER TO SHEET E5.00/3. 5 MDP-1 & 2 DIMENIONS ARE BASED ON EATON POW-R-LINE C. AUTOMATIC TRANSFER SWITCH DIMENSIONS ARE BASED ON GENERAC. PRIOR TO ORDERING FINAL EQUIPMENT, CONFIRM PHYSICAL DIMENSIONS AND THE SPACE REQUIREMENTS. NOTIFY DESIGN TEAM OF ANY CONFLICTS. 6 REFER TO SHEET E3.00 FOR LUMINAIRE SCHEDULE. KEYED NOTES O 1 APPROXIMATE ROUTING/LOCATION OF SERVING UTILITY PRIMARY UNDERGROUND CONDUIT/CONDUCTORS. SHOWN FOR REFERENCE ONLY. PRIMARY CONDUIT, CONDUCTORS AND TERMINATIONS BY SERVING UTILITY. 2 NEW TRANSFORMER AND PAD BY SERVING UTILITY. COORDINATE WITH SERVING UTILITY, AS REQUIRED, FOR CONSTRUCTION SCHEDULE. 3 COORDINATE CONCRETE BASE AND PAD FOR GENERATOR WITH GENERAL CONTRACTOR PRIOR TO CONDUIT INSTALLATION AND GENERATOR PLACEMENT. 4 REFER TO SHEET E4.00 AND E4.01, ONE -LINE DIAGRAM, FOR CONDUIT AND WIRE REQUIREMENTS. 5 REFER TO DETAIL 6, SHEET E5.00, FOR TYPICAL TRENCHING DETAIL. 6 APPROXIMATE LOCATION OF TELEPHONE TERMINAL BOARD IN MDF 003. COORDINATE PRIOR TO CONDUIT INSTALLATION AND GENERATOR PLACEMENT. 7 PROVIDE (2) 4"CO WITH PULL CORD FOR TELEPHONE SERVICE CABLE. VERIFY EXACT LOCATION OF CONDUIT WITH TELEPHONE COMPANY. CONTRACTOR TO COORDINATE MAIN TELECOM CONNECTION ON NEW POWER POLE FOR ALL REQUIREMENTS. PN - G M , ASy� P C) -o �F FBI4�7 SS/DNAL ENG 04/13/22 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.drengineering.net Phone:208.288.2181 Project:21 AMA01 (N CD 00 d-) O Zz O= >Q L U cn 0 LL z Oz 0 z_ O N > J > J O N _ 0 z m F_ w o Z oN U ~ � Q Q LU N U a REVISIO N DATE REASON FOR ISSUE 4 1/03/22 Addendum #03 ELECTRICAL SITE PLAN CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 SHEET NUMBER "Oil E1.00 1 2 3 4 5 6 7 8 9 10 12 13 I I I I I I I I I I I I I I I I I I I I I I I 4 ELECTRICAL POWER PLAN - LEVEL P1 SCALE: 1/8" = V-0" u NORTH i GENERAL POWER NOTES 1. NUMBER ADJACENT TO DEVICE OR HOME RUN INDICATES POLE POSITION WITHIN PANEL TO WHICH DEVICE SHALL BE CIRCUITED. 2. SEE SHEET E3.00-E3.01 FOR PANEL SCHEDULES. 3 CONTRACTOR TO VERIFY ALL CONDUCTOR SIZES FOR VOLTAGE DROP. KEYED NOTES O 1 CONNECT DOUBLE ELECTRICAL VEHICLE CHARGER PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE AND INSTALL JUNCTION BOX ON WALL AT +48" AFF WITH 1 "C, 3#8, 1#8G FROM PANEL INDICATED. 2 PROVIDE AND INSTALL JUNCTION BOX ON WALL AT +48" AFF FOR FUTURE ELECTRIC VEHICLE CHARGER. PROVIDE AND INSTALL 1"C WITH PULL CORD FROM PANEL PP. PROVIDE COVER PLATE AND LABEL "FUTURE ELECTRICAL CAR CHARGER" 3 INDOOR UNIT IS POWERED FROM THE OUTDOOR UNIT. COORDINATE WITH MECHANICAL FOR REQUIREMENTS. 4 PROVIDE 30W PER FOOT HEAT TRACE. COORDINATE WITH MECHANICAL FOR DETAILS. � PN A. G , `� A Sly y� P FS I S/DNAL EN 04/13/22 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.drengineering.net Phone:208.288.2181 Project:21 AMA01 N O 00 z O Zz O = Q L U v6 0 LL z Oz 0 z_ O N > J > J O N _ 0 z m F- w o Z oN U ~ � Q Q LU N U a REVISIO N DATE REASON FOR ISSUE 1 6/18/21 Addendum #1 4 1/03/22 Addendum #03 ELECTRICAL POWER PLAN — LEVEL P1 CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 SHEET NUMBER �111 E2.1 0 1 2 3 4 I I I I I I I 5 I I I I I 1 LLLL; I KIL SCALE: 1/8" = 1'-0" 7 I 8 I I 9 10 12 13 GENERAL POWER NOTES 1. NUMBER ADJACENT TO DEVICE OR HOME RUN INDICATES POLE POSITION WITHIN PANEL TO WHICH DEVICE SHALL BE CIRCUITED. 2. SEE SHEET E3.00-E3.01 FOR PANEL SCHEDULES. 3 CONTRACTOR TO VERIFY ALL CONDUCTOR SIZES FOR VOLTAGE DROP. � ■ ■"■ KEYED NOTES # 1 FAN IS POWERED AND CONTROLLED BY THE ROOM R LIGHTING. -259 R 1P-25 2 FIRE SMOKE DAMPER, ROUTE CIRCUIT THROUGH J-BOX IN ROOM 1018 FOR FIRE ALARM CONNECTION. n I I I c� 0 U 0 U 0 � � � o N M CO L0 (O ion U aU LL? aU c`e? 0- M m m m # vvv S=11 ==11 u1 ID 7 O 11 r- 11 P-5 I 1 P-22 M GENERATOR 1031 P N 1E 1F 9 (D `�to N (D L?o (� o C� d �o C o � N � N � N � � U U � U � M � M M NORTH p,N G SS/DNAL ENG 04/13/22 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.dcengineering.net Phone:208.288.2181 Project:21 AMA01 N 00 M O 0 � Z _z O= Q W (n LL Z O0 z O > 10 J co J �_ O -0 rn O N 0 o Z in W � Z N Cn ~ Q LU N U a REVISIO N DATE REASON FOR ISSUE 4 1/03/22 Addendum #03 5 03/14/22 Construction Set ELECTRICAL POWER PLAN — LEVEL 1 CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 r 1 2 3 4 5 6 7 8 I I I I I I I SEE SHEETS E2.20 AND E2.21 FOR ENLARGED UNIT PLANS 4 ELECTRICAL POWER PLAN - LEVEL 2 SCALE: 1/8" = 1'-0" u SEE SHEETS E2.20 AND E2.21 FOR ENLARGED UNIT PLANS 12 NORTH O GENERAL POWER NOTES 1. NUMBER ADJACENT TO DEVICE OR HOME RUN INDICATES POLE POSITION WITHIN PANEL TO WHICH DEVICE SHALL BE CIRCUITED. 2. SEE SHEET E3.00-E3.01 FOR PANEL SCHEDULES. 3 CONTRACTOR TO VERIFY ALL CONDUCTOR SIZES FOR VOLTAGE DROP. KEYED NOTES O 1 MOUNT RECEPTACLE 6" BELOW COUNTER TOP. 2 SURFACE MOUNTED WATERPROOF RECEPTACLE. MOUNT 6" BELOW CANOPY ROOF. 3 WEATHERPROOF KEYED SWITCH WITH STRING LIGHTS LABEL. Q 4 WEATHERPROOF KEYED SWITCH WITH LABEL FOR CCD 003 CORRESPONDING LABEL ON HEATER. 5 PROVIDE AND INSTALL 1/2" CONDUIT WITH PULLCORD TO FACP, AS REQUIRED, FOR SMOKE CONTROL LOUVER. Q COORDINATE SPECIFIC REQUIREMENTS WITH FIRE ALARM O 6 ELECTRICAL CONDUIT AND CONDUCTORS, ASSOCIATED 8 WITH L-4, TO BE ROUTED IN 2-HOUR SHAFT. p,N G Sy�N 9 z A pFGIS FSS/DNAL ENG\� 05/17/23 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.dcengineering.net Phone:208.288.2181 Project:21 AMA01 N 00 M O 0 � Z z 0= >Q 0 W cn 0 LL z 0 0 0 Z_ 0 N > J � J C: O N TC14— o O z m W � � Z N LU Q LU N U REVISIO N DATE REASON FOR ISSUE 6 02/15/23 SMOKE CONTROL REVISIONS 03/09/23 AS1007 8 05/17/23 SMOKE CONTROL REVISIONS ELECTRICAL POWER PLAN — LEVEL 2 CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 SHEET NUMBER E2.12 1 20 3 4 r7l 0- J00 Q I -C3 318 7il❑ ❑ SF SP1 v I -A IL- 1 jo 3 0 DW jREF.. I I I I T --------------- Tt i 3P-5 II F LL Lu 0 324 _ � � 3 OOW 000 - -- 0 W;- i-7 i- 5 6 7 SEE SHEETS E2.00 AND E2.21 FOR ENLARGED UNIT PLANS. Ell IF I _ I p F ri ❑ ❑ �L I -C1 El314 IL-B5 L IL-B6 16 310 FF I- DW DW o DW F o 00° F- - - JJ JJ I O'O � - O0 FFJ REF OEF FFj 0 _0 U-I 00 0O- 0 - RAF - - o D I '77 I IL-C2 IL-B 326 328 I I I 4 ELECTRICAL POWER PLAN - LEVEL 3 SCALE: 1/8" = 1'-0" r JO L I_ co Cn Cn J JJ C J 0 E — 3P-5,1-I�TR — F DW F IL-B2 ❑ 3❑❑ CP1 _7 3P-7 TR 00 EF. O O EF. 00 REF. < � I � J II J DW DW -B6 DW -7- E�� IL-B6 336 IL-1136 1 334 1 332 1 I I � I SEE SHEETS E2.00 AND E2.21 FOR ENLARGED UNIT PLANS. T 9 10 12 IL-C3 306 �® J7L 302 0 3P-7 STAIR - 02 ST2-03 1E 3P- TR [77 0 0 O EF. O O EF. 0 J J - DW IL 6 DW I 8 I 3 tj NORTH P GENERAL POWER NOTES 1. NUMBER ADJACENT TO DEVICE OR HOME RUN INDICATES POLE POSITION WITHIN PANEL TO WHICH DEVICE SHALL BE CIRCUITED. 2. SEE SHEET E3.00-E3.01 FOR PANEL SCHEDULES. 3 CONTRACTOR TO VERIFY ALL CONDUCTOR SIZES FOR VOLTAGE DROP. KEYED NOTES O p,N - G AS � cP -f A IFS FBI S/DNAL EN 04/13/22 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.dcengineering.net Phone:208.288.2181 Project:21 AMA01 N 00 0) o Z_z O= Q W cn LL z O0 0 z_ O >10 J C J o o� �C) p N T — o O z m W � U Z N Q LU Q N U a REVISIO N DATE REASON FOR ISSUE 1 6/18/21 Addendum #1 4 1/03/22 Addendum #03 ELECTRICAL POWER PLAN — LEVEL 3 CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 SHEET NUMBER E2.13 a LO M M P�� ASy� G GENERAL POWER NOTES N 1. NUMBER ADJACENT TO DEVICE OR HOME RUN INDICATES POLE POSITION WITHIN PANEL TO WHICH DEVICE SHALL BE CIRCUITED. 2. SEE SHEET E3.00-E3.01 FOR PANEL SCHEDULES. A 3 CONTRACTOR TO VERIFY ALL CONDUCTOR SIZES FOR FSS/ONAL ENG\� VOLTAGE DROP. 04/13/22 1 2 3 4 5 6 7 (8 9 10 12 13 KEYED NOTES SEE SHEETS E2.20 AND E2.21 FOR ENLARGED UNIT PLANS. 38 NORTHWEST DAVIS, SUITE 300 �] PORTLAND, OR 97209 503.245.7100 L-C 1505 5TH AVE, SUITE 300 418 IL-65 SEATTLE, WA 98101 IL-Cl 414 IL-B1 IL-136 IL-B1 206.576.1600 416 412 410 408 _ 1014 HOWARD STREET SAN FRANCISCO CA 94103 415.252.7063 0� IF— L-C3 o 406 ©ANKROM MOISAN ARCHITECTS, INC. � -1I L J I I I — � I - - - - �I Cd CORRIDOR TR 3P-3 I �z 3P-1 TR - 4100 DC ENGINEERING II sP1 5TR .I p Careful listening. Dynamic solutions. - 3P-1 3P 8 www.dcengineering.net 3P-3 3P-6 TRInJ �] �� — — Fz-: �l STOR. 3P-1 - - Phone:208.288.2181 Project:21AMA01 re SP1-38 o ° 3P-3 71- E4004 STOR_ I � 4005 SP1-5 ~ � IL-B1 �� 3P-6 420 SP1-38 ELEV. WAITING FC-4 ° 4000 0 0 N IDF SP1-38 ca '14A"14B' 3P-6 003 IL-05 (TYPE A) 4006 ; M IL-B7 SP1-38 P-8 404 ,3�P-8� TF IL-C4 411 ELF �/ DF M 1 413 I42A2 6M1-1,2 3P-8 M 1F FC O 4 3P-6 u` SP1-38 z F-1 - TrkS L��h IL-B2 + DEN - - 423 SP1-5 3P-8 - I L J EF M t o SP1-38 5 SP1-5 1E i � o IL -Al (TY E ° J 403 N ° Q IL- 1 424 III o IL-13IL-133 (TYPE A) 3P-1 F401 402 0 5 3P-1 3P-3 0 3P-3 L 0 CV H 00 Z QM Q 0 � 4rt Z z CC TR 3P-3 O - 2 SP1-5 TR 3P-1 TR SP1-5 TR Q 2 42 -��� LL Z o O ��E_ O II I � IL- 6 L-B6 ° IL 6 0Y IL- 6 IL-B5 IL-B2 . —7 —7 432 434 4 4 428 F 430 z O > > o J c C) Z m F— � W �� Z N ri Q Q LU C04 U a I I I I I I I SEE SHEETS E2.20 AND E2.21 FOR ENLARGED UNIT PLANS REVISIO N DATE REASON FOR ISSUE 1 6/18/21 Addendum #1 4 1/03/22 Addendum #03 1 ELECTRICAL POWER PLAN - LEVEL 4 SCALE: 1/8" = 1'-0" NORTH 2 cl i 00 Q. `o ELECTRICAL > POWER PLAN — U w J LEVEL 4 W J L CONSTRUCTION SET 0 E W 0 DATE PROJECT NUMBER N 03/14/2022 184470 SHEET NUMBER U U IL-A2 522 1.1 L_ I i 0 I F-1019 F6P-,': Ili IL-Cl 516 7 8 I I SEE SHEETS E2.00 AND E2.21 FOR ENLARGED UNIT PLANS. I I IL-B1 I i 512 6P-7 TR bP—b TR I I IL-B2 530 IL-B5 IL-B6 528 532 oI ELECTRICAL POWER PLAN - LEVEL 5 I SCALE: 1/8" = 1'-0" 9 I I I6 I5 81 I5 63 0 I 0 I L L I OF—] C10 F ❑ La L EF� 7�; C(I TR 6P-5 TRQSP1-3 o ❑ �' ❑❑ 538 II � it II II IL-B6 534 IL-B6 536 SEE SHEETS E2.00 AND E2.21 FOR ENLARGED UNIT PLANS. Ilk L J rm— IL-05 504 IL-B3 502 T W'L 21 I I I II �j �\ 6P-5 1 11�H, I I I I I I I I I I I I I I I I I I I I I I 6P-7 TR + h IL-B6 540 NORTH GENERAL POWER NOTES 1. NUMBER ADJACENT TO DEVICE OR HOME RUN INDICATES POLE POSITION WITHIN PANEL TO WHICH DEVICE SHALL BE CIRCUITED. 2. SEE SHEET E3.00-E3.01 FOR PANEL SCHEDULES. 3 CONTRACTOR TO VERIFY ALL CONDUCTOR SIZES FOR VOLTAGE DROP. KEYED NOTES O p,N - G AS � cP �F FBI ERE SS/DNAL ENG 04/13/22 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.dcengineering.net Phone:208.288.2181 Project:21 AMA01 N 0 00 0) O Z z 0T Q W (6 LL z 0 0 Z 0 > 10 J coJ 0 0') � O N — o H O W m W � Z N C/) Q LU Q N U a REVISIO N DATE REASON FOR ISSUE 1 6/18/21 Addendum #1 4 1/03/22 Addendum #03 ELECTRICAL POWER PLAN - LEVEL 5 CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 SHEET NUMBER E2.15 1 2 3 4 5 6 7 8 9 12 13 I I oi ELECTRICAL POWER PLAN - LEVEL 6 SCALE: 1/8" = 1'-0" R SEE SHEETS E2.20 AND E2.21 FOR ENLARGED UNIT PLANS SEE SHEETS E2.00 AND FOR ENLARGED UNIT P 10 NORTH GENERAL POWER NOTES 1. NUMBER ADJACENT TO DEVICE OR HOME RUN INDICATES POLE POSITION WITHIN PANEL TO WHICH DEVICE SHALL BE CIRCUITED. 2. SEE SHEET E3.00-E3.01 FOR PANEL SCHEDULES. 3 CONTRACTOR TO VERIFY ALL CONDUCTOR SIZES FOR VOLTAGE DROP. KEYED NOTES O 1 COORDINATE SALON ELECTRICAL REQUIREMENTS WITH SALON EQUIPMENT PROVIDER. 2 FAN IS POWERED AND CONTROLLED BY THE ROOM LIGHTING. 3 FIRE SMOKE DAMPER, ROUTE CIRCUIT THROUGH J-BOX IN ROOM 6002 FOR FIRE ALARM CONNECTION. PN - G M , ASy� P -II A ,cF F I / ERE SS/ONAL LNG 04/13/22 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.drengineering.net Phone:208.288.2181 Project:21 AMA01 N CD 00 z O Zz Q W o LL z O 0 >w. 0 z O > J > J O N _ 0 z m F- w o Z oN U ~ � Q Q LU N U a REVISIO N DATE REASON FOR ISSUE 1 6/18/21 Addendum #1 4 1/03/22 Addendum #03 5 03/14/22 Construction Set ELECTRICAL POWER PLAN - LEVEL 6 CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 i .n V N co coGENERAL POWER NOTES N 1. NUMBER ADJACENT TO DEVICE OR HOME RUN INDICATES POLE POSITION WITHIN PANEL TO WHICH ui DEVICE SHALL BE CIRCUITED. 2. SEE SHEET E3.00-E3.01 FOR PANEL SCHEDULES. 3 CONTRACTOR TO VERIFY ALL CONDUCTOR SIZES FOR VOLTAGE DROP. 1 2 3 4 5 6 7 8 9 10 12 13 KEYED NOTES G) 1 ELECTRICAL AND FIRE ALARM CONDUIT AND CONDUCTORS, Q8 ASSOCIATED WITH EPF-1, TO BE ROUTED IN 2-HOUR SHAFT. I I I I I I I g I I I I I I I I I I I I I I 6M1-35,37 �6M1-49 6M1-20,22,24 3/4"C-3#10,1 #10G 3/4"C-3#10,1 #10G 30/3R/2 M1-27,29 30/3R/3 :3/4:30/3R/2 /3R/ #10,1#10G RTU 0/3 R/2 HP HP 1 C 4� 6C HP - — — — — 5 6D — — — D HP _ TU 6B - 33 6M 1-47 /4"C-3#8,1 #8G ® 3/4"C-2#1211#12G 0/3R/2 Ls 6 30/3R/2 IC / E 6M 1-23,25� 1 3/4"C- 0,1#10G ELS-37,39,41 �AS1007 30/3R/ #10,1#10G 30/3R 3/4"C-3#12,1# 6M1-26,28,30 SP1-79,81 LAS1007 30/3R/2 30/3R/3 3/4"C-3#10,1#10G R 3/4"C 2 12,1#12G 30/3R/3 6M1-19,21 PF HP 3/4"C-3#10,1 #10G 8 1 1 6A 30/3R/2 1 /6-49 6M1-49 w� F 6M1-14,16,18 1 "C-3#4,1 #10G 60/3R/3 I I I I I OA I 1 6M1-2,4,6 1-1 /2"C-3#2,1 #8G — — — — — — — — — — — — 100/3R/3 G I I I I I I I I I I I I 6 M 1-49 Fi wP AS1007Q EL'C-3#121#12G - I6 W11 49 30/3R/3 ELS-25,27,29 QAS1007 — — — — — — — _ — — _ SPF — 3/4"C-3#12,1 #12G 30/3R/3 SPF 1 I I I I I I I I I I I I I 1 ELECTRICAL POWER PLAN - ROOF SCALE: 1/8" = 1'-0" 2 NORTH cl i 00 L I_ co Cn Cn U w J w J 0 U) Cn 0 E w 0 N 'o N 0 N Q U U p,N G Sy�N 9 FSS/ONAL ENG\� 05/17/23 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE1 WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.dcengineering.net Phone:208.288.2181 Project:21 AMA01 CD N O 0) O 0 � Z _z O= Q W o LL z O0 0 Z_ O N > J co J O C) p N T — o z F— O m W � Z N � LU Q LU N U REVISIO N DATE REASON FOR ISSUE 1 6/18/21 Addendum #1 4 1/03/22 Addendum #03 03/09/23 AS1007 8 05/17/23 SMOKE CONTROL REVISIONS ELECTRICAL POWER PLAN — ROOF CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 1 2 T 4 5 6 T 8 9 10 12 13 i i 4 SPECIAL SYSTEMS POWER PLAN - LEVEL P1 SCALE: 1/8" = V-0" R NORTH GENERAL SPECIAL SYSTEMS NOTES 1. ROUTE ALL COMMUNICATIONS CABLING ABOVE ACCESSIBLE CEILIG IN CORRIDORS. KEYED NOTES O 1 MOUNT RECEPTACLES TO CABLE TRAY DIRECTLY ABOVE EQUIPMENT, COORDINATE WITH LOW VOLTAGE CONTRACTOR FOR MOUNTING LOCATION. 2 4-4" CONDUITS TO PROPERTY LINE FOR INCOMMING COMMUNICATIONS SERVICES. COORDINATE WITH PROVIDERS FOR LOCATIONS. 3 3-4" SLEEVES BETWEEN COMMUNICATIONS ROOMS. PROVIDE FIRE STOPPING AS REQUIRED. REFER TO SHEET T400. 4 SEE SHEET T500 FOR CONDUIT REQUIREMENTS. 5 PN - G M , ASy� P -II A SS/DNAL LNG 04/13/22 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.drengineering.net Phone:208.288.2181 Project:21 AMA01 N O 00 d) O Zz O= Q L U cn 0 LL z O z 0 z_ O N > J > J O N _ 0 z m F- w o Z oN U ~ � Q Q LU N U a REVISIO N DATE REASON FOR ISSUE SPECIAL SYSTEMS POWER PLAN - P1 CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 1 2 3 4 5 6 I I I I I I I I I I I I I I I 1 I RISER ROOM 0 H0 I I I I MAW I so I 0 I I I I PARKING GARAGE 1039 10 0 3 IC AC-4E L A ca �Z I I I I I I I I I I 7 8 9 10 12 I I I I I I I I I I 13 O - - O I !I I I I I I I I I I I �o- �-- t- -- -- -1 -- -- -- -- -- -- -- -- 0 MECHANICAL�------�-----�----------�----------T �-----------�----------� 1032 r — i I i I I I I I I I I I I a a a a b - GENERATOR PARKING GARAGE RAMP 1040 I fi I— — — — — — — — — — — — — —---- - -61 a 1 SPECIAL SYSTEMS POWER PLAN - LEVEL 1 SCALE: 1/8" = 1'-0" R r JO L E M U) U) CU J .0 C J E n0 J Y I ill I I J I i I TRASH COLLECTION I I - -i WF2 NORTH GENERAL SPECIAL SYSTEMS NOTES 1. ROUTE ALL COMMUNICATIONS CABLING ABOVE ACCESSIBLE CEILIG IN CORRIDORS. KEYED NOTES 1 MOUNT RECEPTACLES TO CABLE TRAY DIRECTLY ABOVE EQUIPMENT, COORDINATE WITH LOW VOLTAGE CONTRACTOR FOR MOUNTING LOCATION. 2 3-4" SLEEVES BETWEEN COMMUNICATIONS ROOMS. PROVIDE FIRE STOPPING AS REQUIRED. REFER TO SHEET T400. 3 SEE SHEET T500 FOR CONDUIT REQUIREMENTS. 0 PN - G M , ASy� P -II A ,cF FGI SS/DNAL LNG 04/13/22 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.drengineering.net Phone:208.288.2181 Project:21 AMA01 CD (N CD 00 d-) O Z z O � Q W C 0 LL z O z >w. 0 z O > J > J _� O � O N _ z m F— LIJ p Z o U) � Q LU N U a REVISIO N DATE REASON FOR ISSUE SPECIAL SYSTEMS POWER PLAN - LEVEL 1 CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 1 2 3 4 50 6 7 4 SPECIAL SYSTEMS POWER PLAN - LEVEL 2 SCALE: 1/8" = V-0" R r JO L E M U) U) C CU J .0 a. J 0 n 8 i L� rn nn AAlf rn n4 JLL JI ILL I J LL.LV /'-HIV V LL.L FOR ENLARGED UNIT PLANS 9 10 12 13 NORTH GENERAL SPECIAL SYSTEMS NOTES 1. ROUTE ALL COMMUNICATIONS CABLING ABOVE ACCESSIBLE CEILIG IN CORRIDORS. KEYED NOTES 1 MOUNT RECEPTACLES TO CABLE TRAY DIRECTLY ABOVE EQUIPMENT, COORDINATE WITH LOW VOLTAGE CONTRACTOR FOR MOUNTING LOCATION. 2 3-4" SLEEVES BETWEEN COMMUNICATIONS ROOMS. PROVIDE FIRE STOPPING AS REQUIRED. REFER TO SHEET T400. of PN - G M , ASy� P -II A ,cF FGI SS/DNAL LNG 04/13/22 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.drengineering.net Phone:208.288.2181 Project:21 AMA01 (N CD 00 d-) O Zz O= Q o� Lu C 0 LL z o0 >w.0 z o >� J > J O N _ 0 z m F- w o Z oN U ~ � Q Q LU N U a REVISIO N DATE REASON FOR ISSUE SPECIAL SYSTEMS POWER PLAN - LEVEL 2 CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 1 2 3 4 oo 6 78 O 10 12 13 L+ rn nn Akln rn nn 4 SPECIAL SYSTEMS POWER PLAN - LEVEL 3 SCALE: 1/8" = 1'-0" R J JI ILL I J LL.VV f INV LL.L I FOR ENLARGED UNIT PLANS. NORTH GENERAL SPECIAL SYSTEMS NOTES 1. ROUTE ALL COMMUNICATIONS CABLING ABOVE ACCESSIBLE CEILIG IN CORRIDORS. KEYED NOTES 1 MOUNT RECEPTACLES TO CABLE TRAY DIRECTLY ABOVE EQUIPMENT, COORDINATE WITH LOW VOLTAGE CONTRACTOR FOR MOUNTING LOCATION. 2 3-4" SLEEVES BETWEEN COMMUNICATIONS ROOMS. PROVIDE FIRE STOPPING AS REQUIRED. REFER TO SHEET T400. of PN - G M , ASy� P -II A ,cF FGI SS/DNAL LNG 04/13/22 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.drengineering.net Phone:208.288.2181 Project:21 AMA01 (N CD 00 d-) O Zz O= Q o� Lu C 0 LL z o0 �LL] z o >� J > J O N _ 0 z m F- w o Z oN U ~ � Q Q LU N U a REVISIO N DATE REASON FOR ISSUE SPECIAL SYSTEMS POWER PLAN - LEVEL 3 CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 1 2 3 4 5 6 I I I I I I II I I I I I IL-Cl 41 --AL 416 F-1 I II I I I 111-411 42 II I n Ea I I 422 I I - —II I II I I II Il fi C IL-B1 424 ' - 1�1 i 7 F i 0 I IL-C2 IL-1135 ' IL-1132 426 m 428 430 7 8 SEE SHEETS E2.20 AND E2.21 FOR ENLARGED UNIT PLANS. IL-1135 IL-1131 414 412 I 0 —3 L --i L L /N� I 1� �I IL-1136 IL-1136 432 434 I SEE SHEETS E2.20 AND E2.21 FOR ENLARGED UNIT PLANS T 9 I IL-1136 IL-B1 410 408 ❑ I CORRIDOR 4100 IL-B6 436 �I I IL-B6 438 I I 4 IL-05 (TYPE A) 404 I IL-1133 (TYPE A) 402 I IL-B6 440 SPECIAL SYSTEMS POWER PLAN - LEVEL 4 \ SCALE: 1/8" = 1'-0" NORTH R 13 GENERAL SPECIAL SYSTEMS NOTES 1. ROUTE ALL COMMUNICATIONS CABLING ABOVE ACCESSIBLE CEILIG IN CORRIDORS. KEYED NOTES 1 MOUNT RECEPTACLES TO CABLE TRAY DIRECTLY ABOVE EQUIPMENT, COORDINATE WITH LOW VOLTAGE CONTRACTOR FOR MOUNTING LOCATION. 2 3-4" SLEEVES BETWEEN COMMUNICATIONS ROOMS. PROVIDE FIRE STOPPING AS REQUIRED. REFER TO SHEET T400. of PN - G M , ASy� P -II A ,cF FGI SS/DNAL LNG 04/13/22 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.drengineering.net Phone:208.288.2181 Project:21 AMA01 (N CD 00 d-) O Zz O = Q L U v6 0 LL z �Lu z O > J > J O -0 O N 0 z m F- Lu o Z oN U ~ � Q LU N U a REVISIO N DATE REASON FOR ISSUE SPECIAL SYSTEMS POWER PLAN - LEVEL 4 CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 1 2 3 4 5 6 T 8 9 10 12 (13) 4 SPECIAL SYSTEMS POWER PLAN - LEVEL 5 SCALE: 1/8" = 1'-0" R OCC OLJCCTO C7 00 A KIM C7 71l SEE SHEETS E2.00 AND E2.21 FOR ENLARGED UNIT PLANS. NORTH GENERAL SPECIAL SYSTEMS NOTES 1. ROUTE ALL COMMUNICATIONS CABLING ABOVE ACCESSIBLE CEILIG IN CORRIDORS. KEYED NOTES 1 MOUNT RECEPTACLES TO CABLE TRAY DIRECTLY ABOVE EQUIPMENT, COORDINATE WITH LOW VOLTAGE CONTRACTOR FOR MOUNTING LOCATION. 2 3-4" SLEEVES BETWEEN COMMUNICATIONS ROOMS. PROVIDE FIRE STOPPING AS REQUIRED. REFER TO SHEET T400. of PN - G M , ASy� P -II A ,cF FGI SS/DNAL LNG 04/13/22 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.drengineering.net Phone:208.288.2181 Project:21 AMA01 (N CD 00 d-) O Zz O= >Q W cn 0 LL z 0 0 z_ O N > J > J O N _ 0 z m F- w o Z oN U ~ � Q Q LU N U a REVISIO N DATE REASON FOR ISSUE SPECIAL SYSTEMS POWER PLAN - LEVEL 5 CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 1 SPECIAL SYSTEMS POWER PLAN - LEVEL SCALE: 1/8" = 1'-0" R 7 i 9 T10 12 13 8 - - ILL I V -- -- I - 1 FOR ENLARGED UNIT PLANS NORTH GENERAL SPECIAL SYSTEMS NOTES 1. ROUTE ALL COMMUNICATIONS CABLING ABOVE ACCESSIBLE CEILIG IN CORRIDORS. KEYED NOTES 1 RECEPTACLE TO BE MOUNTED ABOVE CEILING. COORDINATE WITH LOW VOLTAGE CONTRACTOR FOR MOUNTING LOCATION. 2 4-SQUARE DEEP BOX/2-GANG MUDRING WITH 3/4" CONDUIT TO ACCESSIBLE CEILING FOR AV PANEL. 3 4-SQUARE DEEP BOX/2-GANG MUDRING WITH 3/4" CONDUIT TO ACCESSIBLE CEILING FOR CONTROL PANEL. 4 MOUNT RECEPTACLES TO CABLE TRAY DIRECTLY ABOVE EQUIPMENT, COORDINATE WITH LOW VOLTAGE CONTRACTOR FOR MOUNTING LOCATION. 5 3-4" SLEEVES BETWEEN COMMUNICATIONS ROOMS. PROVIDE FIRE STOPPING AS REQUIRED. REFER TO SHEET T400. of PN - G M , ASy� P -II A ,cF FGI SS/DNAL LNG 04/13/22 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.drengineering.net Phone:208.288.2181 Project:21 AMA01 (N CD 00 d-) O Zz O= Q o� Lu C 0 LL z o0 >w.0 z o >� J > J O N _ 0 z m F- w o Z oN U ~ � Q Q LU N U a REVISIO N DATE REASON FOR ISSUE SPECIAL SYSTEMS POWER PLAN - LEVEL 6 CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 SHEET NUMBER E2.36 r L r� :h :O >D L 7 E M U) U) N C f0 J JJ J .0 C J 0 n L ASI I CCD ASI I z ASI ( z CCD ASI 00 ASI 00 PTACLES 2640 VA 220-44 1OkVA @ 100%, ELSE @ 50% 2640 VA H - PROVIDE HACR TYPE BREAKER 157442 VA 220-60 100% 157442 VA R LARGEST MOT.: 3840 12822 VA 220-50 100%+ LARGEST x 25% 13782 VA KITCHEN # OF KIT. UNITS: 0 OVA 220-56 SEE LOAD CACULATIONS, SHEET E7.6 PANELBOARD SCHEDULE PANEL: IL VOLTAGE: 208/120V PHASE 3 WIRE:4 AMPERE RATING: 100A SC RATING: 42K A.I.C. MAIN: MAIN LUG ENTRY: MOUNTING: SURFACE LOADS: Amps VA PHASE A: 29 3456 PHASE B: 22 2648 PHASE C: 20 2459 TOTAL: 8563 LOAD TYPES: 1 = LIGHTING 2 = RECEPTACLES 3 = MISC 4 = MOTOR 5 = KITCHEN REMARKS: LOAD (VA) LOAD SERVED NOTE LOAD TYPE AMPS/ POLES CKT NO PHASE CKT NO AMPS/ POLES LOAD TYPE NOTE LOAD SERVED LOAD (VA) 324 LTS - LVL P1 PARKING 1 20 1 1 A 2 20 1 1 LTS - LVL P1 STOR, BOILER, LAUNDRY 728 405 LTS -LVLI PARKING 1 20 1 3 B 4 20 1 1 LTS LVL P1 & LVL 1 VEST., CORRIDOR 200 200 LTS - BLDG EXTERIOR 1 20 1 5 C 6 20 1 1 LTS - LVL 2 VEST, CORRIDOR 1242 150 LTS - COURTYARD WALL SCONCES 1 20 1 7 A 8 20 1 1 LT - LVL VE T,. CORRIDOR 1182 SPARE 20 1 9 B 10 20 1 1 LTS -LVL 2-3 1248 SPARE 20 1 11 C 12 20 1 1 LTS -LVL 1 1017 SPARE 20 1 13 A 14 20 1 1 LTS - LVL 1 COMMON AREAS 1072 • SPARE 30 2 15 B 16 20 1 1 LTS - LVL 1 COMMON AREAS 795 SPARE - - 17 C 18 20 1 SPARE 7 SPARE 1 30 2 19 A 20 20 1 SPARE SPARE - - 21 B 22 20 1 SPARE SPARE 20 1 23 C 24 20 1 SPARE SPARE 20 1 25 A 26 1 20 1 1 1 SPARE SPARE 20 1 27 B 28 20 1 SPARE SPARE 20 1 29 C 30 20 1 SPARE SPARE 1 20 1 31 A 32 20 1 SPARE SPARE 20 1 33 B 34 20 1 SPARE SPARE 20 1 35 C 36 20 1 SPARE SPARE 20 1 1 1 37 1 A 38 20 3 SPARE SPARE 20 1 39 B 40 - - SPARE SPARE 20 1 1 1 41 1 C 42 - - SPARE RFI 30 �Q —CCD 00: ---:: - A PTACLES IR LARGEST MOT.: 0 PHASE C: 113 13600 OVA 220-44 1 OkVA @ 100%, ELSE @ 50% 0 VA H - PROVIDE HACR TYPE BREAKER OVA 220-60 100% 0 VA OVA 220-50 100%+ LARGEST x 25% 0 VA PANELBOARD SCHEDULE LUAUJ: VA PHASE A: 178 21382 PHASE B: 214 25712 PHASE C: 155 18634 TOTAL: 65728 LUAU I TYCJ: -I = LINK I INI 2 = RECEPTACLES 3 = MISC 4 = MOTOR 5 = KITCHEN KCIVIAKNJ: LOAD (VA) LOAD SERVED NOTE LOAD TYPE AMPS/ POLES CKT NO PHASE CKT NO AMPS/ POLES LOAD TYPE NOTE LOAD SERVED 1080 RE - RI ER ROOM,PARKING 2 20 1 1 A 2 20 1 2 SPARE 180 REC- MECHANICAL 2 20 1 3 B 4 20 1 2 SPARE 180 REC-GENERATOR 2 20 1 5 C 6 20 1 2 SPARE SPARE 20 1 7 A 8 20 1 2 SPARE SPARE 20 1 9 B 10 20 1 2 REC - 1ST FLOOR WALL MOUNT TV's SPARE 20 1 11 C 12 20 1 SPARE 900 REC - SALES MANAGER 2 20 1 13 A 14 20 1 SPARE 540 REC - EXEC DIR 2 20 1 15 B 16 20 1 3 EF-T1 TRASH COMPACTOR SPARE 20 1 17 C 18 20 1 3 WATER COOLER ASI 720 REC- RECEPTION, BUSINESS OFFICE 2 20 1 19 A 20 20 1 2 REC- RR 1005.1006,1019A,1026 900 REC - DISCOVERY/CONF 2 20 1 21 B 22 20 1 2 REC - RE EIV, RR, TRASH, EF-5, E 720 - RE MAIL, ELEV LOBBY, CORRIDOR 2 20 1 23 C 24 20 1 2 REC - DRY STOR 1080 REC - DINING 2 20 1 25 A 26 20 1 2 REC - FAMILY ROOM REFRIGERATOF 360 REC- DINING 2 20 1 27 B 28 20 1 2 REC- FAMILY ROOM MICROWAVE SPARE 20 1 29 C 30 20 1 2 REC - FAMILY ROOM Q SPARE 20 1 31 A 32 20 1 3 EWH-1 RISER ROOM 1034 \SI 007 SPARE 20 1 33 B 34 20 1 SPARE SPARE 20 1 35 C 36 15 2 4 FC-1E 3324 UH-1 3 40 3 37 A 38 4 3324 -= 3 39 B 40 15 4 FC-1F Q7 3324 3 - - 41 C 42 4 1200 REC - EMP. LOUNGE REFRIGERATOR 5 20 1 43 1 A 44 20 1 SPARE 1000 REC- EMP LOUNGE MICROWAVE 5 20 1 45 B 46 30 1 2 1 4 HP-1E 360 REC - EMP LOUNGE COUNTER 2 20 1 47 C 48 — — 4 — SPARE 20 1 49 A 50 40 2 4 HP-1F SPARE 20 1 51 B 52 — -- 4 — SPARE 20 1 53 C 54 20 1 SPARE SPARE 20 1 55 A 56 30 3 3 EF-P2 3120 HP-1C 4 50 2 57 B 58 -- -- 3 — 3120 *** 4 * 59 C 60 -- -- 3 — AS I 004 3120 HP-1D 4 50 2 61 A 62 20 1 3 IDF 1018-SPECIAL SYSTEMS 3120 *** 4 * * 63 B 64 20 1 3 IDF 2006 - SPECIAL SYSTEMS 2080 HP-2 4 30 2 65 C 66 20 1 3 IDF 2002 - SPECIAL SYSTEMS 2080 * 4 * 67 A 68 20 1 SPARE 2080 HP-3 4 30 2 69 B 70 20 1 SPARE 2080 * 4 71 C 20 1 SPARE SPARE 20 1 73 A 20 1 SPARE SPARE 20 1 75 B R78 20 1 SPARE SPARE 20 1 77 C 20 1 SPARE ASI0 SPARE 20 1 79 A 20 1 SPARE SPARE 20 1 81 B 20 1 SPARE -TACLES 12826 VA 220-44 1OkVA @ 100%, ELSE @ 50% 11413 VA H - PROVIDE HACR TYPE BREAKER 19522 VA 220-60 100% 19522 VA R LARGEST MOT.: 3600 31180 VA 220-50 100%+ LARGEST x 25% 32080 VA Q720 PHASE A: 617 74098 PHASE B: 581 69754 PHASE C: 577 69215 TOTAL: 213067 LOAD (VA) LOAD SERVED 1260 REC - CORRIDOR 6000 1260 REC - CORRIDOR 5000 1080 REC - CORRIDOR 4000 1080 REC - CORRIDOR 3000 1080 REC - CORRIDOR 2000 720 FC-1A, 1B ... 1920 IDF 6002 - SPECIAL SYSTEMS S1 007 192n I InF M09-pvFr.IAI CYATFMA PANELBOARD SCHEDULE 1 = LIUH I INU KtMAKKS: 2 = RECEPTACLES NOTE #1 - PROVIDE "RED" HANDLE AND CONNECT TO FIRE ALARM SYSTEM 3 = MISC NOTE #2 - DENOTES SHUNT TRIP BREAKER 4 = MOTOR 5 = KITCHEN LOAD AMPS/ CKT CKT AMPS/ LOAD NOTE TYPE POLES NO PHASE NO POLES TYPE I NOTE I LOAD SERVED 2 20 1 1 1 1 A 1 2 20 1 1 3 1 1 WH-1, WH-2, WH-3, FUTURE IDF 2006 - SPECIAL SYSTEMS CP-1 L LSI 500 If-- go-67-AS I 1920 1 DF 6011 - SPECIAL SYSTEMS 1 3 20 1 1 1 27 1 B 28 1 20 1 1 3 1 1 MDF 0003 - SPECIAL SYSTEMS 1920 I Q 1920 IDF 6011 - SPECIAL SYSTEMS 3 20 1 29 C 30 20 1 3 MDF 0003 - SPECIAL SYSTEMS 1920 OAD ASI 007 1920 IDF 5002 - SPECIAL SYSTEMS 3 20 1 31 A 32 20 1 3 MDF 0003 - SPECIAL SYSTEMS 1920 (VA) 1920 1920 1920 Q 1920 IDF 5006-SPECIAL SYSTEMS 3 20 1 39 B 40 20 1 SPARE 1808 ASI 007 ig20 IDF 5006-SPECIAL SYSTEMS 3 20 1 41 C 42 20 1 SPARE 1800 1920 1920 Q 1920 1920 ASI 007 1920 IDF 4002-SPECIAL SYSTEMS 3 20 1 49 A 50 15 2 4 720 720 720 Q 720 —CCD 003 1920 DF 4006 - SPECIAL SYSTEMS 3 20 1 57 B 58 20 1 4 TF-1, EF-5 1 ST, 2ND, 3RD, 4TH FLOOR 137 360 360 R M 2 20 1 59 C 60 20 1 4 - -5 5 , 105 42 500 Q SPARE 20 1 61 A 62 20 1 SPARE 1920 IDF 3002-SPECIAL SYSTEMS 3 20 1 63 B 64 20 1 SPARE �+ AS1 007 1920 DF 3002-SPECIAL SYSTEMS 3 20 1 65 C 66 20 1 SPARE 1260 1 REC - CORRIDOR 3000 1 1 2 1 20 1 1 1 31 1 A 1 32 1 20 1 1 1 3 1 1 OF 3002 - SPECIAL SYSTEMS 500 600 REC - FITNESS CROSSTRAINER 3 20 1 33 B 34 20 1 3 IDF 4006 -SPECIAL SYSTEMS 500 600 REC - FITNESS TREADMILL 3 20 1 35 C 36 20 1 3 IDF 4002 -SPECIAL SYSTEMS 500 �100RF1 30'AS7Q 1007 'ztiv An ASI C 7OADING BY TYPE CONNECTED NEC CODE DEMAND FACTOR DEMAND NOTES: LIGHTING 6149 VA 210-19 125% 7686 VA E - DENOTES EXISTING BREAKER TO REMAIN. RECEPTACLES 3420 VA 220-44 1 OkVA @ 100%, ELSE @ 50% 3420 VA N - DENOTES NEW BREAKER REQUIRED. MISC. 14030 VA 220-60 100% 14030 VA R- DENOTES TO REUSE EXISTING BREAKER. MOTOR LARGEST MOT.: 17640 17640 VA 220-50 100%+ LARGEST x 25% 22050 VA H - PROVIDE HACR RATED BREAKER KITCHEN # OF KIT. UNITS: 0 VA 220-56 0 VA TOTAL 114 A 131 A 1920 IDF 5002-SPECIAL SYSTEMS 3 20 1 33 B 34 20 1 3 STOR. 4004-SPECIAL SYSTEMS 1920 1920 IDF 5002-SPECIAL SYSTEMS 3 20 1 35 C 36 20 1 3 STOR. 3004-SPECIAL SYSTEMS 1920 540 REC: RECEPTION DESK 2 20 1 37 A 38 20 1 3 FIRE SMOKE DAMPERS 540 1920 IDF 5006 -SPECIAL SYSTEMS 3 20 1 43 A 44 20 1 3 GENERATOR BLOCK HEATER 1600 1920 IDF 4002 -SPECIAL SYSTEMS 3 20 1 45 B 46 20 1 3 GENERATOR BATTERY CHARGER 200 360 REC: DINING 1007 2 20 1 47 C 48 20 1 2 REC -GENERATOR SERVICE 160 1920 IDF 4002-SPECIAL SYSTEMS 3 20 1 51 B 52 — — 4 — 720 1920 IDF 4006 -SPECIAL SYSTEMS 3 20 1 53 C 54 15 2 4 FGS, 6B 460 1920 IDF 4006 -SPECIAL SYSTEMS 3 20 1 55 A 56 — — 4 — 460 SI 007 0 LSI-005 PTACLES 7560 VA 220-44 1OkVA @ 100%, ELSE @ 50% 7560 VA H - PROVIDE HACR RATED BREAKER 81620 VA 220-60 100% 81620 VA S - PROVIDE SHUNT TRIP BREAKER R LARGEST MOT.: 2928 7010 VA 220-50 100%+ LARGEST x 25% 7742 VA L FI 1 007 1 007 LOADING BY TYPE CONNECTED NEC CODE DEMAND FACTOR DEMAND NOTES: LIGHTING 0 VA 210-19 125% 0 VA E - DENOTES EXISTING BREAKER TO REMAIN. RECEPTACLES 540 VA 220-44 1OkVA @ 100%, ELSE @ 50% 540 VA N - DENOTES NEW BREAKER REQUIRED. MISC. 1605 VA 220-60 100% 1605 VA R - DENOTES TO REUSE EXISTING BREAKER. MOTOR LARGEST MOT.: 0 VA 220-50 100%+ LARGEST x 25% 5400 VA H - PROVIDE HACR RATED BREAKER KITCHEN # OF KIT. UNITS: 36 122835 VA 220-56 79843 VA S - PROVIDE SHUNT TRIP BREAKER TOTAL 347 A 243 A ANTHOLOGY OF EDMONDS LUMINAIRE DESCRIPTION MANUFACTURER CATALOG NUMBER LAMPS INPUT WATTS VOLTAGE MOUNTING NOTE COMMENTS EX1 EXIT SIGNS NORA NX-603-LED/R W/ WET LOCATION OPTION NEG-60 LED 2 MVOLT SURFACE EXIT 61 15" PUCK LIGHT THOMAS LIGHTING CL781434 WHITE FINISH LED 30 120 SURFACE COMMON AREA CORRIDORS B2 5" PUCK LIGHT ELK LIGHTING MLE1200-5-30, WHITE FINISH,3000K LED 9 120 SURFACE CORRIDORS, COMMON AREAS GL1 2x2 LAY -IN METALUX 22FPX42-L835 LED 41.5 MVOLT RECESSED OFFICES. KITCHEN, BOH GL2 2x2 LAY -IN METALUX 22FPX-21-L835 LED 21.5 MVOLT RECESSED OFFICES. KITCHEN, BOH PD1 DECORATIVE PENDANT KUZCO MINA PENDANT KZC610336 LED 8 120V PENDANT GREAT ROOM FIREPLACE PD2 DECORATIVE CHANELIER TECH LINGER 18-LIGHT CHANDELIER 70OLNG 18 B LED930 LED 80 120V PENDANT GREAT ROOM SITTING AREA PD3 DECORATIVE PENDANT TECH ORBEL ROUND PENDANT 700 TD OBLR R LED930 (1) LED BI-PIN G9 5 120V PENDANT GREAT ROOM RECEPTION PD4 DECORATIVE PENDANT ARTCRAFT LUGANO MULIT-LIGHT PENDANT ACRP313896 (3) 43W A19 LED 18 120V PENDANT MAIL PD5 DECORATIVE PENDANT NEMO CROWN PLANA LINEA PENDANT NIL457374 (10) 3W G9 LED 30 120V PENDANT BISTRO BANQUETTE PD6 DECORATIVE PENDANT PETITE FRITURE VERTIGO PENDANT BIS615410 (1) 53W A19 LED 6 24V PENDANT BISTRO BAR PD7 DECORATIVE PENDANT SERENA & LILY SANTA BARBARA PENDANT LA-H72-06 (1) 60W A19 LED 9 120V PENDANT DINING HOST PD8 DECORATIVE PENDANT SERENA & LILY SANTA BARBARA ROUND PENDANT LA-H82 (1) 60W A19 LED 9 120V PENDANT DINING HOST PD9 DECORATIVE PENDANT SERENA & LILY HEADLANDS PENDANT LA-H104-04 (1) 60W A19 LED 9 120V PENDANT DINING HOST PD10 DECORATIVE PENDANT POTTERY BARN FLORA RATTAN (1) 60W A19 LED 9 120V PENDANT DINING HOST PD11 DECORATIVE PENDANT dweLED LIGHTING LOLLI PENDANT UU572120 LED 6.5 120V PENDANT DINING NORTH FEATURE WALL PD12 DECORATIVE PENDANT MODERN FORMS COSMIC CHANDELIER MFR617499 (7) 7W LED 49 120V PENDANT DINING SOUTH FEATURE WALL PD13 DECORATIVE PENDANT AFX APEX PENDANT AFX APP1932LAJUDES-JT LED 42 120V PENDANT FAMILY PD14 DECORATIVE PENDANT AQUA CREATIONS TE LED PENDANT AQUY19970 LED 13.5 120V PENDANT DISCOVER/CONFERENCE PD15 DECORATIVE PENDANT KENNETH COBONPUE C U C ME ROUND PENDANT HIV130273 (1) 60W A19 LED 9 120V PENDANT SALON RECEPTION DESK PD16 DECORATIVE PENDANT SHADES OF LIGHT FLEMING CEILING LIGHT FM20084 ZM (4) 60W El LED 36 120V PENDANT SALON PEDICURE STATION PD17 DECORATIVE PENDANT AQUA CREATIONS M LED PENDANT AQUY19940 LED 35 120V PENDANT COMMUNITY ROOM, ACTIVITY PD18 DECORATIVE PENDANT QUOIZEL ROMAIN MINI PENDANT RM11509EK (1) 75W A19 LED 12 120V PENDANT COMMUNITY ROOM KITCHEN ISLAND SM1 DECORATIVE FLUSH BETHEL INTERNATIONAL FLUSH MOUNT LG03 (3) A19 LED 20 120V FLUSH CORRIDOR GENERAL ACCENT SM2 DECORATIVE SEMI -FLUSH MINKA LAVERY SEMI -FLUSH MOUNT 4107-66 LED 14 120V SEMI -FLUSH CORRIDOR GENERAL ACCENT S1 4' WRAP METALUX 4VT2-LD5-4-DR-UNV-L835-CD1-WL-U LED 30 MVOLT SURFACE STAIRS S2 2' WRAP METALUX 2VT2-LD5-2-DR-UNV-L835-CD1-WL-U LED 17 MVOLT SURFACE ELEVATOR PIT S3 4'SUSPENDED KUZCO VEGA MINOR LED LINEAR BLACK KUZP266423 LED 32 MVOLT SUSPENDED SALON S4 4' STRIP METALUX 4SNLED-LD5-52SL-SLW-UNV-L835-CD1-U LED 52 MVOLT SURFACE JANITOR, IDF, ELEC, MECH, TRASH U1 LED TAPE LIGHT NORA NUTP51-930 LED 2.7/FT 24V SURFACE COVES, UNDER BAR U2 RECESSED WALL WASH MARK SPRLED-LOP-13FT-RLP-G9-80CRI-35K400LMF-MINI-MVOLT LED 3.4/FT MVOLT RECESSED GREAT ROOM V1 DECORATIVE VANITY JUSTICE DESIGN GROUP FUSION ELEVATE MATTE BLACK JDGP268764 LED 22 120V WALL RESTROOM 1005 & 1006 V2 DECORATIVE VANITY ROGUE DECOR FIREFLY MULTI BATHROOM VANITY LIGHT ROG858700 LED 22.5 120V WALL RESTROOM 1019A & 1025A WD2 DECORATIVE SCONCE GEORGE KOVACS FABRIC WALL SCONCE (BRONZE W/ OFF-WHITE) UU169009 (1) A19 LED 6 120V SCONCE UNIT ENTRY UNIT LIGHTING UA 7" PUCK LIGHT ALLADIN KYD-08E-15-WH LED 15 120V SURFACE UNITS UB 13" PUCK LIGHT ALLADIN KYD-13E-25-WH LED 25 120V SURFACE UNITS UC UNDER CABINET AMERICAN ALC2-18 LED 6 120V SURFACE UNITS UNDER CABINET LID 2' VANITY PROGRESS P2159-09 (3) 10OW A19 LED 36 120V WALL UNIT BATHROOMS LIE CLOSET LIGHT LITHONIA FMMCL 840 PIR LED 10.4 120V WALL UNIT CLOSETS OF EXTERIOR SCONCE NUVO 62-1142 LED 10 120V WALL UNITS EXTERIOR 1. Design is based on first named manufacturer. 2. Contractor shall provide and coordinate all fixture mounting accessories. 3. Contractor to coordinate final color with owner prior to ordering. 4. Contractor to coordinate finish colors of luminaires in wood ceiling with Architect. 5. Provide fhower approved fixture equal to LIA fixture. ANTHOLOGY OF EDMONDS (OUTDOOR) LUMINAIRE DESCRIPTION MANUFACTURER CATALOG NUMBER LAMPS INPUT WATTS VOLTAGE MOUNTING NOTE COMMENTS RR1 RECESSED CAN LITHONIA LDN6 40/15 L06AR LSS MVOLT GZ10 LED 20.5 MVOLT RECESSED EXTERIOR BUILDING RR1 E RECESSED CAN W/ EMERGENCY LITHONIA LDN6 40/15 L06AR LSS MVOLT GZ10 EL LED 20.5 MVOLT RECESSED EXTERIOR BUILDING SL1 LED PARKING GARAGE LIGHT LITHONIA VCPG LED V4 P1 40K 80CRI T5M MVOLT SRM DDBXD LED 27 MVOLT SURFACE PARKING GARAGE SL1E LED PARKING GARAGE LIGHT W/ EMERGENCY LITHONIA VCPG LED V4 P1 40K 80CRI T5M MVOLT SRM E8WC DDBXD LED 27 MVOLT SURFACE PARKING GARAGE SM3 EXTERIOR MAIN ENTRY FRACTAL PCO10107-BC LED 67 MVOLT SURFACE EXTERIOR MAIN ENTRY SM4 EXTERIOR MAIN ENTRY FRACTAL PCO10105-BC LED 47 MVOLT SURFACE EXTERIOR MAIN ENTRY WD1 EXTERIOR SCONCE NUVO 62-1142 LED 10 120V SCONCE COURTYARD WD3 NOT USED WL1 EXTERIOR LED WALLPACK LITHONIA WSR LED P1 40K SR2 MVOLT PE DBLXD LED 19.6 MVOLT WALL PARKING GARAGE WL1E EXTERIOR LED WALLPACK W/ EMERGENCY LITHONIA WSR LED P1 40K SR2 MVOLT PE E20WC DLXD LED 19.6 MVOLT WALL EXTERIOR BUILDING LL RFI-055 N PN A G SN�N 9 P � � co : �O O� z A •� RFGIS FSS/ONAL ENG\� 05/17/23 38 NORTHWEST DAVIS, SUITE 300 PORTLANDOR 97209 503.245.7106 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.drengineering.net Phone:208.288.2181 Project:21 AMA01 N 0 00 Z z O = Q W (n 0 LL z O0 0 z O Q> > J > J _� O -0 _ O z m W Z o U) Q LU Q\ N U a REVISIO N DATE REASON FOR ISSUE 04/03/23 RF1250 7 04/04/23 HEATER SUBSTITUTION 05/05/23 RF1304 8 05/17/23 SMOKE CONTROL REVISIONS ELECTRICAL SCHEDULES CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 SHEET NUMBER �111 E3.00 E co Cn Cn 0 PANELBOARD SCHEDULE PANEL 12A VOLTAGE: 208/120V PHASE: 3 WIRE: 4 AMPERE RATING: 600A SC RATING: 22K A. I.0 MAIN: MAIN LUG ENTRY: MOUNTIN :SURFACE I LOADS AMPS VA PHASE A 0 0 PHASE B: 0 0 PHASE C: 0 0 TOTAL' 0 LOAD TYPES 1 = LIGHTING 2= RECEPTACLES 3 = MISC 4 = MOTOR 5 = KITCHEN REMARKS SEE LOAD CACULATIONS, THIS SHEET LOAD (VA) LOAD SERVED NOTE LOAD TYPE AMPS/ POLES CKT NO PHASE CKT NO AMPS/ POLES ILOAD TYPE NOTE LOAD SERVED LOAD (VA) ROOM 208 IL-B1 3 125 2 1 A 2 125 2 3 ROOM 214 L-135 3 . 3 B 4 . 3 ROOM 210 L-136 3 125 2 5 C 6 125 2 3 ROOM 216 IL-Cl 3 . . 7 A 8 . . 3 ... ROOM 211 L-136 1 3 125 2 1 9 B 10 125 2 3 1 ROOM 218 1 L-C3 3 11 C 12 3 ... ROOM 212 L-131 3 125 2 13 A 14 125 2 3 ROOM 220 L-131 3 . . 15 B 16 . . 3 ... ROOM 213 IL-C4 3 125 2 17 C 18 125 2 3 ROOM 222 IL-A2 3 19 A 20 3 SPARE 1 20 1 21 B 22 125 2 3 1 ROOM 223 L-132 DEN SPARE 20 1 23 C 24 3 SPARE 20 1 25 A 26 125 2 3 ROOM 224 L-131 SPARE 20 1 27 B 28 3 SPARE 20 1 29 C 30 125 2 3 ROOM 225 L-132 SPARE 20 1 31 A 32 3 ... SPARE 20 1 33 B 34 125 2 SPARE SPARE 20 1 35 C 36 SPARE 20 1 37 A 3 �2 1 1 SPARE SPARE 20 1 1 1 39 B - �2 0 20 1 SPARE SPARE 1 1 1 41 C 42 20 1 1 1 SPARE LOADING BY TYPE CONNECTED NEC CODE DEMAND FACTOR DEMAND NOTES LIGHTING 0 VA 210-19 125% 0 VA H - PROVIDE HACR RATED BREAKER RECEPTACLES 0 VA 220-44 1OkVA @ 100%, ELSE @ 50% 0 VA misc. 0 VA 220-60 100% 0 VA MOTOR LARGEST MOT. 0 VA 220-50 100% , LARGEST x 25% 0 VA KITCHEN OF KIT. UNITS 0 VA 220-56 0 VA ,TOTAL OA OA PANELBOARD SCHEDULE PANEL 12B VOLTAGE: 208/120V PHASE: 3 WIRE: 4 AMPERE RATING: 600A SC RATING: 22K A.I.0 MAIN: MAIN LUG ENTRY: MOUNTING: SURFACE I LOADS AMPS VA PHASE A 0 0 PHASEB 0 0 PHASE C: 0 0 TOTAL: 0 LOAD TYPES 1 = LIGHTING 2= RECEPTACLES 3 = MISC 4 = MOTOR 5 = KITCHEN REMARKS SEE LOAD CACULATIONS, THIS SHEET LOAD (VA) LOAD SERVED NOTE LOAD TYPE AMPS/ POLES CKT NO PHASE CKT NO A POLES TYPE NOTE LOAD SERVED LOAD (VA) ROOM 230 L-132 3 125 2 1 A 2 125 2 3 ROOM 206 IL-C3 3 . . 3 B 4 . . 3 ... ROOM 232 L-136 3 125 2 5 C 6 125 2 3 ROOM 226 IL-C2 3 7 A 8 3 ROOM 234 L-136 3 125 2 9 B 10 125 2 3 ROOM 228 L-135 3 11 C 12 3 ... ROOM 236 L-136 3 125 2 13 A 14 20 1 SPARE 3 . 15 B 16 20 1 SPARE ROOM 238 L-136 3 125 2 17 C 18 20 1 SPARE 3 - - 19 A 20 20 1 ISPARE ROOM 240 L-136 3 125 2 21 B 22 20 1 SPARE 3 . 23 C 24 20 1 SPARE ROOM 201 L-513 3 125 2 25 A 26 20 1 SPARE 3 . . 1 27 B 28 20 1 SPARE ROOM 202 L-133 (TYPE A) 3 125 2 29 C 30 20 1 SPARE 3 31 A 32 20 1 SPARE ROOM 203 1 L-Al (TYPE A) 3 125 2 33 B 34 20 1 SPARE 3 35 C 36 1 20 1 1 1 SPARE ROOM 204 1 L-05 (TYPE A) 3 125 2 37 20 1 SPARE 3 39 �202 1 1 SPARE iSPARE --!�-�20 -1 � 4-1 1 SPARE LOADING BY TYPE CONNECTED NEC CODE DEMAND FACTOR DEMAND NOTES' LIGHTING 0 VA 210-19 125% 0 VA H - PROVIDE HACR RATED BREAKER RECEPTACLES 0 VA 220-44 1OkVA @ 100%, ELSE @ 50% 0 VA misc, 0 VA 220-60 100% 0 VA MOTOR LARGEST MOT.: 0 VA 220-50 100% , LARGEST x 25% 0 VA KITCHEN # OF KIT. UNITS 0 VA 220-56 0 VA TOTAL OA OA PANELBOARD SCHEDULE PANEL 13A VOLTAGE 208/120V PHASE: 3 WIRE: 4 AMPERE RATING 600A SC RATING: 22K A. I.0 MAIN: MAIN LUG ENTRY MOUNTING SURFACE I LOADS: AMPS VA PHASE A: 0 0 PHASE B: 0 0 PHASEC 0 0 TOTAL' 0 LOAD TYPES: 1 = LIGHTING 2= RECEPTACLES 3 = MISC 4 = MOTOR 5 = KITCHEN REMARKS: SEE LOAD CACULATIONS, THIS SHEET LOAD (VA) LOAD SERVED NOTE LOAD TYPE AMPS/ POLES CKT NO PHASE CKT NO AMPS/ POLES LOAD TYPE NOTE LOAD SERVED LOAD (VA) ROOM 308 IL-B1 3 125 2 1 A 2 125 2 3 ROOM 314 L-135 3 . . 3 B 4 . . 3 ROOM 310 L-136 3 125 2 5 C 6 125 2 3 ROOM 316 IL-Cl 3 . . - 7 A 8 . . 3 ROOM 311 L-137 3 125 2 9 B 10 125 2 3 ROOM 318 IL-C3 3 11 C 12 3 ROOM 312 L-131 3 125 2 13 A 14 125 2 3 ROOM 320 L-131 3 15 B 16 3 ... ROOM 313 IL-C4 3 125 2 17 C 18 125 2 3 ROOM 322 ILL-A2 3 19 A 20 3 SPARE 20 1 21 B 22 125 1 2 1 3 ROOM 323 L-132 DEN SPARE 20 1 23 C 24 . . 3 ... SPARE 20 1 25 A 26 125 2 3 ROOM 324 IL-B1 SPARE 20 1 1 27 1 B 28 . . 3 SPARE 20 1 29 C 30 125 2 3 ROOM 325 L-132 SPARE 20 1 31 A 32 3 ... SPARE 20 1 33 B 34 125 2 SPARE SPARE 20 1 35 C 36 SPARE 20 1 37 A 38 0 SPARE SPARE 20 11 32 B 40 M2 0 SPARE SPARE 1 20 1 1 �1 1 1 42 20 SPARE LOADING BY TYPE CONNECTED NEC CODE DEMAND FACTOR DEMAND NOTES: LIGHTING 0 VA 210-19 125% 0 VA H - PROVIDE HACR RATED BREAKER RECEPTACLES 0 VA 220-44 1OkVA @ 100%, ELSE @ 50% 0 VA misc. 0 VA 220-60 100% 0 VA MOTOR LARGEST MOT. 0 VA 220-50 100% - LARGEST x 25% 0 VA KITCHEN # OF KIT. UNITS: 0 VA 220-56 0 VA TOTAL OA OA PANELBOARD SCHEDULE PANEL: 13B VOLTAGE 208/120V PHASE: 3 WIRE: 4 AMPERE RATING 600A SC RATING: 22K A.I.0 MAIN: MAIN LUG ENTRY MOUNTING SURFACE I LOADS AMPS VA PHASE A: 0 0 PHASE B: 0 0 PHASE C 0 0 TOTAL 0 LOAD TYPES, 1 = LIGHTING 2= RECEPTACLES 3 = MISC 4 = MOTOR 5 = KITCHEN REMARKS SEE LOAD CACULATIONS, THIS SHEET LOAD (VA) LOAD SERVED NOTE ILOAD TYPE AM POLES NO PHASE CKT NO AMPS/ POLES LOAD TYPE NOTE LOAD SERVED LOAD (VA) ROOM 330 L-132 1 3 125 2 1 A 2 125 2 3 ROOM 306 IL-C3 3 . 3 B 4 . 3 ROOM 332 L-136 3 125 2 5 C 6 125 2 3 ROOM 336 IL-C2 3 . . 7 A 8 . . 3 ... ROOM 334 L-136 3 125 2 9 B 10 125 2 1 3 1 ROOM 328 L-135 3 . 11 C 12 . 3 ROOM 336 L-136 3 125 2 13 A 14 125 2 SPARE 3 . . 15 B 16 ROOM 338 L-136 3 125 2 17 C 18 20 1 SPARE 3 . . 19 A 20 20 1 SPARE ROOM 340 L-136 3 125 2 1 21 1 B 1 22 20 1 SPARE 3 . . 23 C 24 20 1 SPARE ROOM 301 L-132 3 125 2 25 A 1 26 20 1 SPARE 3 . 27 B 28 20 1 SPARE ROOM 302 L-133 3 125 2 29 C 30 20 1 SPARE 3 31 A 32 20 1 SPARE ROOM 303 IL -Al 3 125 2 33 B 34 20 1 SPARE 3 . 35 C 36 20 1 SPARE ROOM 304 IL -Al 3 125 2 37 A 38 20 1 SPARE 3 - 39 B 40 20 1 SPARE SPARE 20 1 1 41 C 42 20 1 SPARE LOADING BY TYPE CONNECTED NEC CODE DEMAND FACTOR DEMAND NOTES: LIGHTING 0 VA 210-19 125% 0 VA H - PROVIDE HACR RATED BREAKER RECEPTACLES 0 VA 220-44 1OkVA @ 100%, ELSE @ 50% 0 VA misc. 0 VA 220-60 100% 0 VA MOTOR LARGEST MOT. 0 VA 220-50 100% - LARGEST x 25% 0 VA KITCHEN # OF KIT. UNITS 0 VA 220-56 0 VA ITOTAL OA OA I PANELBOARD SCHEDULE PANEL 14A VOLTAGE: 208/120V PHASE: 3 WIRE: 4 AMPERE RATING: 600A SC RATING: 22K A. I.0 MAIN: MAIN LUG ENTRY: MOUNTING SURFACE I LOADS AMPS VA PHASE A 0 0 PHASE B: 0 0 PHASE C: 0 0 TOTAL: 0 LOAD TYPES. 1 � LIGHTING 2= RECEPTACLES 3 = MISC 4 = MOTOR 5 = KITCHEN REMARKS. SEE LOAD CACULATIONS, THIS SHEET LOAD (VA) LOAD SERVED NOTE LOAD TYPE AMPS POLES CKT NO PHASE CK NO A POLES TYPE NOTE LOAD SERVED LOAD (VA) ROOM 408 IL-B1 3 125 2 1 A 2 125 2 3 ROOM 414 L-135 3 . . 3 B 4 . . 3 ... ROOM 410 L-136 3 125 2 5 C 6 125 2 3 ROOM 416 T-Cl 3 . 7 A 8 . 3 R30M 411 L-137 3 125 2 9 B 10 125 2 3 ROOM 418 1 L-C3 3 11 C 12 3 ... ROOM 412 L-131 3 125 2 13 A 14 125 2 3 ROOM 420 L-131 3 . 15 B 16 . 3 ROOM 413 IL-C4 3 125 2 17 C 18 125 2 3 ROOM 422 TA2 3 . . 19 A 20 . . 3 ... SPARE 1 1 20 1 21 1 B 22 125 2 3 1 ROOM 423 L-132 DEN SPARE 20 1 23 C 24 3 SPARE 20 1 25 A 26 125 2 3 ROOM 424 L-131 SPARE 20 1 27 B 28 3 ... SPARE 20 1 29 C 30 125 2 3 ROOM 425 L-132 SPARE 20 1 31 A 32 . 3 SPARE 1 1 20 1 33 1 B 34 125 2 SPARE SPARE 20 1 35 C 36 SPARE 20 -1 3-7 A 1 38 1 20 SPARE SPARE 0 420 1 39 B 1 40 1 20 E!' 1 1 SPARE SPARE - ----- � 1 41 C 1 42 1 20 1 SPARE LOADING BY TYPE CONNECTED NEC CODE DEMAND FACTOR DEMAND NOTES LIGHTING 0 VA 210-19 125% 0 VA H - PROVIDE HACR RATED BREAKER RECEPTACLES 0 VA 220-44 1OkVA @ 100%, ELSE @ 50% 0 VA misc. 0 VA 220-60 100% 0 VA MOTOR LARGEST MOT.: 0 VA 220-50 100% , LARGEST x 25% 0 VA KITCHEN OF KIT. UNITS 0 VA 220-56 0 VA TOTAL OA OA '12A LOAD CALC' PANEL LOAD CALCULAT ON (OPTIONAL METHOD, N 220.80) UNIT CONNEC TED LOADS (F ER NEC 220.8z (C)) UNIT TYPE # OF UNITS UNIT LOAD (KVA) LOAD BY UNIT TYPE(KVA) ILE 1-BDRM/1-BATH 10 24.2 242.4 ILF 2-BDRM/2-BATH 3 13 26.2 78.6 TOTAL: TOTAL PANEL CONNECTED UNIT LOAD: 321.1 KVA DIVERSITY FACTOR: 41% OPTIONAL CALCULATED LOAD: 131.6 KVA CORE CALCULATED LOAD KVA OPTIONAL CALCULATED LOAD: 131.6 KVA 1 1 365 A '1213 LOAD CALC' PANEL LOAD CALCULAT ON (OPTIONA METHOD, NEC 220.80) UNIT CONNECTED LOADS (F ER NEC 220.8z (C)) UNIT TYPE # OF UNITS UNIT LOAD (KVA) LOAD BY UNIT TYPE (KVA) ILE 1-BDRM/1-BATH 10 24.2 242.4 ILE 2-BDRM/2-BATH 3 13 26.2 78.6 TEO T ]AL TOTAL PANEL CONNECTED UNIT LOAD: 321.1 KVA DIVERSITY FACTOR: 41% OPTIONAL CALCULATED LOAD: 131.6 KVA CORE CALCULATED LOAD KVA OPTIONAL CALCULATED LOAD71 131.6 KVA 1 1 365 A '13A LOAD CALC' PANEL LOAD CALCULAT ON (OPTIONA METHOD, NEC 220.80) UNIT CONNEC TED LOADS (F ER NEC 220.8z (C)) UNIT TYPE # OF UNITS UNIT LOAD (KVA) LOAD BY UNIT TYPE(KVA) ILE 1-BDRM/1-BATH 10 24.2 242.4 1 1 ILE 2-BDRM/2-BATH 1 3 13 26.2 78.6 TOTAL: TOTAL PANEL CONNECTED UNIT LOAD: 321.1 KVA DIVERSITY FACTOR: 41% OPTIONAL CALCULATED LOAD: 131.6 KVA CORE CALCULATED LOAD KVA OPTIONAL CALCULATED LOAD: 131.6 KVA 1 36 '1313 LOAD CALC' PANEL LOAD CALCULAT ON (OPTION METHOD, NEC 220.80) UNIT CONNECTED LOADS (PER NEC 220.8z (C)) UNIT TYPE # OF UNITS UNIT LOAD (KVA) LOAD BY UNIT TYPE(KVA) ILF 1-BDRM/1-BATH 10 24.2 242.4 ILE 2-BDRM/2-BATH 3 13 26.2 78.6 TOTAL: TOTAL PANEL CONNECTED UNIT LOAD: 321.1 KVA DIVERSITY FACTOR: 41% OPTIONAL CALCULATED LOAD: 131.6 KVA CORE CALCULATED LOAD KVA OPTIONAL CALCULATED LOAD: 131.6 KVA 1 365 A '14A LOAD CALC PANEL LOAD CALCULAT ON (OPTIONAL METHOD, N 220.80) UNIT CONNEC TED LOADS (F ER NEC 220.8z (C)) UNIT TYPE # OF UNITS UNIT LOAD (KVA) LOAD BY UNIT TYPE(KVA) ILF 1-BDRM/1-BATH 10 24.2 242.4 ILE 2-BDRM/2-BATH 3 13 26.2 78.6 TOTAL: TOTAL PANEL CONNECTED UNIT LOAD: 321.1 KVA DIVERSITY FACTOR: 41%__ OPTIONAL CALCULATED LOAD: 131.6 KVA CORE CALCULATED LOAD KVA OPTIONAL CALCULATED LOAD: 131.6 KVA 1 365 A PANELBOARD SCHEDULE PANEL: 14B VOLTAGE 208/120V PHASE: 3 WIRE: 4 AMPERE RATING: 600A SCT7TING 22KA.I.0 MAIN: MAIN LUG ENTRY MOUNTING SURFACE I LOADS AMPS VA PHASE A: 0 0 PHASE B: 0 0 PHASEC 0 0 TOTAL' 0 LOAD TYPES 1 � LIGHTING 2- RECEPTACLES 3 = MISC 4 = MOTOR 5 = KITCHEN REMARKS SEE LOAD CACULATIONS, THIS SHEET LOAD (VA) LOAD SERVED NOTE LOAD TYPE AMPS/ POLES CKT NO PHASE CKT NO AMPS/ POLES LOAD TYPE NOTE LOAD SERVED LOAD (VA) ROOM 430 L-132 3 125 2 1 1 A 2 125 2 3 ROOM 406 IL-C3 3 3 B 4 3 ROOM 432 L-136 3 125 2 5 C 6 125 2 3 ROOM 426 IL-C2 3 7 A 8 3 ... ROOM 434 L-136 1 3 125 2 1 9 B 10 125 2 3 ROOM 428 L-135 3 11 C 12 3 ROOM 436 L-136 3 125 2 13 A 14 125 2 SPARE 3 15 B 16 ROOM 438 L-136 3 125 2 17 C 18 20 1 SPARE 3 19 A 1 20 20 1 SPARE ROOM 440 L-136 3 125 2 21 B 22 20 1 1 ISPARE 3 23 C 24 20 1 1 SPARE ROOM 401 L-135 3 125 2 25 A 26 20 1 SPARE 3 . 27 B 28 20 1 SPARE ROOM 402 L-133 (TYPE A) 3 125 2 29 C 30 20 1 SPARE 3 31 1 32 20 1 1 SPARE ROOM 403 IL -Al (TYPE A) 3 125 2 33 B 34 20 1 SPARE 3 . 35 C 36 20 1 ISPARE NA $201 ROOM 404 IL-05 (TYPE A) 3 125 2 37 A 38 ISPARE ��3 * . 39 B 40 20 1 ISPARE SPARE 20 1 41 C 42 20 1 ISPARE LOADING BY TYPE CONNECTED NEC CODE DEMAND FACTOR DEMAND NOTES: LIGHTING 0 VA 210-19 125% 0 VA H - PROVIDE HACR RATED BREAKER RECEPTACLES 0 VA 220-44 1OkVA @ 100%, ELSE @ 50% 0 VA misc. 0 VA 220-60 100% 0 VA MOTOR LARGEST MOT. 0 VA 220-50 100% - LARGEST x 25% 0 VA KITCHEN OF KIT. UNITS 0 VA 220-56 0 VA ITOTAL OA OA I PANELBOARD SCHEDULE PANEL 15A VOLTAGE 208/120V PHASE: 3 WIRE: 4 AMPERE RATING: 600A SC RATING 22KA.I.0 MAIN: MAFN- LUG ENTRY MOUNTING SURFACE I LOADS: AMPS VA PHASE A: 0 0 PHASEB 0 0 PHASE C 0 0 TOTAL 0 LOAD TYPES: 1 = LIGHTING 2= RECEPTACLES 3 = MISC 4 = MOTOR 5 = KITCHEN REMARKS: SEE LOAD CACULATIONS, THIS SHEET LOAD (VA) LOAD SERVED NOTE LOAD TYPE AMPS/ POLES CKT NO PHASE NO POLES TYPE NOTE LOAD SERVED LOAD (VA) ROOM 508 L-131 3 125 2 1 A 2 125 1 2 1 3 ROOM 514 L-132 3 . 3 B 4 . 3 ROOM 510 L-136 3 125 2 5 C 6 125 2 3 ROOM 516 IL-Cl 3 7 A 8 3 ... ROOM 511 L-137 3 125 2 1 9 B 10 125 2 3 1 ROOM 518 IL-C3 3 11 C 12 3 ROOM 512 L-131 3 125 2 13 A 14 125 1 2 3 ROOM 520 L-131 3 . . 15 B 16 . . 3 ... ROOM 513 IL-C4 3 125 2 17 C 18 125 2 3 ROOM 522 IL-A2 3 19 A 20 3 SPARE 20 1 21 B 22 125 2 1 3 1 1 ROOM 523 L-132 DEN SPARE 20 1 23 C 24 3 ... SPARE 20 1 25 A 1 26 125 2 3 ROOM 524 L-131 SPARE 20 1 27 B 28 3 SPARE 20 1 29 C 30 125 2 3 ROOM 525 L-132 SPARE 20 1 31 A 32 3 ... SPARE 20 1 33 B 34 125 2 1 1 SPARE SPARE 20 1 35 C 36 * I I I *** SPARE 20 +2 1 37 A 38 20 1 SPARE SPARE 0 1 3 E pc� 10 1 �2 1 ISPARE SPARE 20 1 4 1 4� 20 1 ISPARE LOADING BY TYPE CONNECTED NEC CODE DEMAND FACTOR DEMAND NOTES: LIGHTING 0 VA 210-19 125% 0 VA H - PROVIDE HACR RATED BREAKER RECEPTACLES 0 VA 220-44 1OkVA @ 100%, ELSE @ 50% 0 VA misc. 0 VA 220-60 100% 0 VA MOTOR LARGEST MOT. 0 VA 220-50 100% + LARGEST x 25% 0 VA KITCHEN # OF KIT. UNITS: 0 VA 220-56 0 VA TOTAL OA OA PANELBOARD SCHEDULE PANEL 15B VOLTAGE: 208/120V PHASE: 3 WIRE: 4 AMPERE RATING: 600A SC RATING: 22K A. I.0 MAIN: MAIN LUG ENTRY MOUNTING: SURFACE i LOADS: AMPS VA PHASE A 0 0 PHASE B 0 0 PHASE C: 0 0 TOTAL: 0 LOAD TYPES: 1 = LIGHTING 2- RECEPTACLES 3 = MISC 4 = MOTOR 5 = KITCHEN REMARKS: SEE LOAD CACULATIONS, THIS SHEET LOAD (VA) LOAD SERVED NOTE LOAD TYPE AMPS/ POLES CKT NO PHASE CKT NO AMPS/ POLES LOAD TYPE NOTE LOAD SERVED LOAD (VA) ROOM 530 L-132 3 125 2 1 A 2 125 2 ROOM 506 IL-C3 3 . . 3 B 4 ROOM 532 L-136 3 125 2 5 C 6 125 2 ROOM 526 IL-C2 3 7 A 8 ROOM 534 L-136 3 125 2 9 1 B 10 125 2 ROOM 528 L-135 3 . . 11 C 12 ROOM 536 L-136 3 125 2 13 A 14 125 2 SPARE 3 . . 15 B 16 ROOM 538 L-136 3 125 2 17 C 18 20 1 SPARE 3 19 A 20 20 1 ISPARE ROOM 540 L-136 3 125 1 2 1 21 1 B 22 20 1 SPARE 3 23 C 24 1 20 1 SPARE ROOM 501 L-135 3 125 2 25 A 26 20 1 SPARE 3 27 B 28 20 1 SPARE ROOM 502 L-133 3 125 2 29 C 30 20 1 SPARE 3 . . 31 A 32 20 1 1 1 SPARE ROOM 503 IL -Al 3 125 2 33 B 34 20 1 SPARE 3 . . 35 C 36 20 1 SPARE ROOM 504 IL-05 25 37 3 20 1 SPARE ff3 3] .0 �2L4 39 �!B 40 � 20 1 SPARE SPARE I C 42 20 1 SPARE LOADING BY TYPE CONNECTED NEC CODE DEMAND FACTOR DEMAND NOTES LIGHTING 0 VA 210-19 125% 0 VA H - PROVIDE HACR RATED BREAKER RECEPTACLES 0 VA 220-44 1OkVA @ 100%, ELSE @ 50% 0 VA misc. 0 VA 220-60 100% 0 VA MOTOR LARGEST MOT.: 0 VA 220-50 100% - LARGEST x 25% 0 VA KITCHEN # OF KIT. UNITS: 0 VA 220-56 0 VA ITOTAL OA OA I PANELBOARD SCHEDULE PANEL: 16A VOLTAGE 208/120V PHASE: 3 WIRE: 4 AMPERE RATING: 600A SC RATING 22KA.I.0 MAIN: MAIN LUG ENTRY: MOUNTING SURFACE I LOADS AMPS VA PHASE A: 0 0 PHASE B: 0 0 PHASE C 0 0 TOTAL 0 LOAD TYPES 1 LIGHTING 2 RECEPTACLES 3 MISC 4 MOTOR 5 KITCHEN REMARKS SEE LOAD CACULATIONS, THIS SHEET LOAD (VA) LOAD SERVED NOTE LOAD TYPE AMPS/ POLES CKT NO PHASE CKT NO AM S/ POLES LOAD TYPE NOTE LOAD SERVED LOAD (VA) ROOM 611 L-136 3 125 2 1 A 1 2 125 1 2 1 3 ROOM 620 IL-B1 3 3 B 4 3 ROOM 612 IL-B1 3 125 2 5 C 6 125 2 3 ROOM 622 IL-A2 3 7 A 8 3 ... ROOM 613 IL-C4 3 125 2 9 B 10 125 2 3 ROOM 623 L-132 3 11 C 12 3 ROOM 614 L-135 3 125 2 13 A 14 125 2 3 ROOM 624 L-131 3 15 B 16 3 ... ROOM 616 IL-Cl 3 125 2 17 C 18 125 2 3 ROOM 625 BL-B2 3 19 A 20 3 ROOM 618 IL-C3 3 125 2 21 B 22 125 2 SPARE 3 23 C 24 SPARE 20 1 1 1 25 A 26 20 1 SPARE SPARE 20 1 27 B 28 20 1 SPARE SPARE 20 1 29 C 30 20 1 SPARE SPARE 20 1 31 A 32 20 1 SPARE SPARE 20 1 33 B 34 20 1 SPARE SPARE 0 1 35 C 36 20 1 1 1 ISPARE SPARE J12 20 1 37 A 38 20 1 SPARE SPARE 20 B 4 12 AR SPARE 0 C 4 s�7 EE LOADING BY TYPE CONNECTED NEC CODE DEMAND FACTOR DEMAND NOTES: LIGHTING 0 VA 210-19 125% 0 VA H - PROVIDE HACR RATED BREAKER RECEPTACLES 0 VA 220-44 1OkVA @ 100%, ELSE @ 50% 0 VA misc. 0 VA 220-60 100% 0 VA MOTOR LARGEST MOT.' 0 VA 220-50 100% � LARGEST x 25% 0 VA KITCHEN # OF KIT. UNITS' 0 VA 220-56 0 VA ITOTAL OA OA I PANELBOARD SCHEDULE PANEL 16B VOLTAGE: 208/120V PHASE: WIRE: 4 AMPERE RATIRG: 600A SC RATING: 22K A. I.0 MAIN: MAIN LUG ENTRY: MOUNTING: SURFACE I LOADS: AMPS VA PHASE A 0 0 PHASE B 0 0 PHASE C: 0 0 TOTAL: 0 LOAD TYPES: 1 = LIGHTING 2= RECEPTACLES 3 = MISC 4 = MOTOR 5 = KITCHEN REMARKS: SEE LOAD CACULATIONS, THIS SHEET LOA (VA) LOAD SERVED NOTE TYPE POLES NO PHASE NO POLES YPE NOTE LOAD SERVED (VA) ROOM 636 L-136 3 125 2 1 A 2 125 2 3 ROOM 632 IL-B 3 3 B 4 3 ... ROOM 638 L-136 3 125 2 5 C 6 125 2 3 ROOM 634 L-136 3 7 A 8 1 3 ROOM 640 L-136 3 125 2 9 B 10 125 2 SPARE 3 11 C 12 ROOM 601 IL-B5 3 125 2 13 A 14 1 20 1 1 1 SPARE 3 . 15 B 16 20 1 SPARE ROOM 602 L-133 (TYP A) 3 125 2 17 C 18 20 1 SPARE 3 . . 19 A 20 20 1 SPARE I ROOM 603 IL -Al (TYPE A) 1 3 125 2 21 B 22 20 1 SPARE 3 . 23 C 24 20 1 SPARE ROOM 604 IL-Cl (TYPE A) 3 125 2 25 1 A 26 1 20 1 1 ISPARE 3 . . 27 B 28 20 1 ISPARE ROOM 626 IL-C2 3 125 2 29 C 30 20 1 SPARE 3 . 31 A 32 20 1 SPARE ROOM 628 L-135 1 3 125 2 33 B 34 20 1 SPARE 35 C 36 20 1 SPARE ROOM 630 L-132 1 25 2 37 1 32 2 1 SPARE . 39 . 1 �O 1 2 0 1 1 PARE SPARE 20 1 41 1 C 1 42 1 20 1 1 1 1 ISPARE LOADING BY TYPE CONNECTED NEC CODE DEMAND FACTOR DEMAND NOTES LIGHTING 0 VA 210-19 125% 0 VA H - PROVIDE HACR RATED BREAKER RECEPTACLES 0 VA 220-44 1OkVA @ 100%, ELSE @ 50% 0 VA misc. 0 VA 220-60 100% 0 VA MOTOR LARGEST MOT.: 0 VA 220-50 100% , LARGEST x 25% 0 VA KITCHEN # OF KIT. UNITS: 0 VA 220-56 0 VA ITOTAL OA OA '1413 LOAD CALC' PANEL LOAD CALCULAT ON (OPTION METHOD, NE 220.80) UNIT CONNEC TED LOADS (F ER NEC 220.8z (C)) UNIT TYPE # OF UNITS UNIT LOAD (KVA) LOAD BY UNIT TYPE(KVA) ILE 1-BDRM/1-BATH 10 24.2 242.4 ILE 2-BDRM/2-BATH 3 13 26.2 78.6 TOTAL: TOTAL PANEL CONNECTED UNIT LOAD: 321.1 KVA DIVERSITY FACTOR: 41% OPTIONAL CALCULATED LOAD: 131.6 KVA CORE CALCULATED LOAD KVA OPTIONAL CALCULATED LOAD: 131.6 KVA 1 1 365 A '15A LOAD CALC PANEL LOAD CALCULAT ON (OPTIONAL METHOD, N 220.80) UNIT CONNEC TED LOADS (F ER NEC 220.8z (C)) UNIT TYPE # OF UNITS UNIT LOAD (KVA) LOAD BY UNIT TYPE(KVA) ILF 1-BDRM/1-BATH 10 24.2 242.4 ILF 2-BDRM/2-BATH 3 13 26.2 78.6 TOTAL: TOTAL PANEL CONNECTED UNIT LOAD: 321.1 KVA DIVERSITY FACTOR: 41% OPTIONAL CALCULATED LOAD: 131.6 KVA --7 OPTIONAL CALCULATED LOAD: 131.6 KVA 1 365 A '1513 LOAD CALC' PANEL LOAD CALCULATION (OPTION METHOD, NE 220.80) UNIT CONNEC TED LOADS (F ER NEC 220.8z (C)) UNIT TYPE # OF UNITS UNIT LOAD (KVA) LOAD BY UNIT TYPE(KVA) ILE 1-BDRM/1-BATH 10 24.2 242.4 1 ILF 2-BDRM/2-BATH 3 13 26.2 -- 78.6 TOTAL PANEL CONNECTED UNIT LOAD: 321.1 KVA DIVERSITY FACTOR: o� 41% =131.6KVA OPTIONAL CALCULATED LOAD: CORE CALCULATED LOAD KVA OPTIONAL CALCULATED LOAD� 131.6 KVA 1 365 A I I I I I I - '16A LOAD CALC' PANEL LOAD CALCULAT ON (OPTION METHOD, NEC 220.80) UNIT CONNECTED LOADS (PER NEC 220.82 (C)) UNIT TYPE # OF UNITS UNIT LOAD (KVA) LOAD BY UNIT TYPE(KVA) I ILF 1-BDRM/1-BATH 8 24.2 193.9 1 ILE 2-BDRM/2-BATH 2 10 26.2 52.4 TOTAL: TOTAL PANEL CONNECTED UNIT LOAD: 246.4 KVA DIVERSITY FACTOR: 43% OPTIONAL CALCULATED LOAD: 105.9 KVA CORE CALCULATED LOAD KVA OPTIONAL CALCULATED LOAD: 105.9 KVA 294 A I I I I I . I '1613 LOAD CALC' PANEL LOAD CALCULAT ON (OPTIONA METHOD, N 220.80) UNIT CONNECTED LOADS (F ER NEC 220.8z (C)) UNIT TYPE # OF UNITS UNIT LOAD (KVA) LOAD BY UNIT TYPE(KVA) ILF 1-BDRM/1-BATH 10 24.2 242.4 ILF 2-BDRM/2-BATH 2 12 26.2 52.4 TOTAL: TOTAL PANEL CONNECTED UNIT LOAD: 294.8 KVA DIVERSITY FACTOR: 41% OPTIONAL CALCULATED LOAD: 120.9 KVA CORE CALCULATED LOAD KVA OPTIONAL CALCULATED LOAD: 120.9 KVA 1 336 A PANELBOARD SCHEDULE PANEL: ILF-1Bd1Bth/Studio VOLTAGE: 208/120V PHASE: 1 1 VIARE; 3 --TAMPERE RATING: 125A SC RATING: 1 OK A.I.C. MAIN: MAIN LUG OR MAIN BREAKER ENTRY: MOUNTING: FLUSH OR SURFACE I LOADS: AMPS VA PHASE A: 118 14110 PHASE B 118 14200 TOTAL* 28310 LOAD TYPES: 1 = LIGHTING 2 = RECEPTACLES 3 = MISC 4 - MOTOR 5 - KITCHEN REMARKS: SEE LOAD CALCS THIS SHEET LOAD (VA) LOAD SERVED NOTE LOAD TYPE AM S/ POLES CKT NO PHASE CKT NO AMPS/ POLES LOAD TYPE NOTE LOAD SERVED LOAD (VA) 600 LIGHTS, EFs, DBF-1 1080 REC-LIVING ROOM A 2 15 1 3 B 4 20 1 3 H HEAT/LIGHT/FAN IN BATH 1500 1500 REC-BATH 2 20 1 :E::: A 6 20 2 3 H LIVING ROOM VTAC-2 1400 4000 RANGE 2 40 2 7 B 3 H 1400 4000 2 - - 9 A 10 20 1 2 A REC-KITCHEN #2 360 1500 MICROWAVE A 2 20 1 11 B 12 15 1 2 A REC-BEDROOM 720 1500 REC-KITCHEN #1 2 20 1 13 A 14 20 1 3 H BDRM EWH-1 750 1500 CLOTHES WASHER A 2 20 1 15 B 16 20 1 SPARE 2500 CLOTHES DRYER 2 30 2 17 A 18 20 1 SPARE 2500 2 - - 19 B 1 20 1 20 1 1 1 SPARE SPARE -TO 1 21 A 22 1 20 1 1 1 SPARE SPARE 20 1 . 11 . I I LOADING BY TYPE CONNECTED NEC CODE DEMAND FACTOR DEMAND NOTES: LIGHTING 600 VA 210-19 125% 750 VA A - PROVIDE AFCI TYPE CIRCUIT BREAKER RECEPTACLES 22660 VA 220-44 16330 VA B - PROVIDE DBF-1 ON I ST & 2ND FLR UNITS ONLY misc. 5050 VA 220-60 100% 5050 VA H - PROVIDE HACR RATED BREAKER MOTOR LARGEST MOT. 0 VA 220-50 100% , LARGEST x 25% 0 VA KITCHEN #OF KIT. UNITS: 0 VA 220-56 0 VA TOTAL 118 A 92A APARTMENT TYPE: I 'ILq-1 Bd1 Bth Load jCaIc' I I 'ILF-lBdlBth Load CaIc' (OPTIONAL METHOD, NEC 220.30) CONNECTED LOAD VA (A) 1TWO SMALL APPLIANCE CIRCUITS 3000 LAUNDRY BRANCH CIRCUIT 1500 2. GENERAL LIGHTING & SQ.FT: 526 1578 RECEPTACLES (3 VA/ SQ. FT.) 3. APPLIANCES: MICROWAVE 1500 RANGE 8000 DISHWASHER 864 4. MOTORS GARBAGE DISPOSAL 0 SUBTOTAL: 21442 FIRST 10KVA g 1U97b- 10000 REMAINDER @ 40% 4577 SUBTOTAL: 14577 (B) LARGEST OF HEATING AND A/C 2800 TOTAL LOAD: 17377 VA 1 1 84 AMPS 1A PANELBOARD SCHEDULE PANEL: ILF-2Bd2Bth VOLTAGE: 208/120V PHASE: 1 WIRE: 3 AMPERE RATING: 125A SC RATING: 10K A.I.C. MAIN: MAIN LUG OR MAIN BREAKER ENTRY: MOUNTING: FLUSH OR SURFACE I LOADS: AMPS VA PHASE A* 153 18398 PHASE B* 147 17600 TOTAL 35998 LOAD TYPES: 1 - LIGHTING 2 - RECEPTACLES 3 - MISC 4 - MOTOR 5 - KITCHEN REMARKS: SEE LOAD CALCS THIS SHEET LOAD (VA) LOAD SERVED NOTE LOAD TYPE AMPS/ POLES CKT NO PHASE CKT NO AMPS/ POLES LOAD TYPE NOTE LOAD SERVED LOAD (VA) 768 LIGHTS, Efs, DBF-1 A,B 1 15 1 1 A 2 20 1 2 REC-DISHWASHER/DISPOSAL 1500 1080 REC-LIVING ROOM A 2 15 1 3 B 4 20 1 3 HEAT/LIGHT/FAN IN BATH 1500 N-'V- 1500 REC-BATH 2 20 1 5 6 30 2 3 H LIVING ROOM VTAC-3 2050 4000 RANGE 2 40 2 7 8 - - 3 H 2050 4000 --- 2 - - 9 A 10 20 1 2 A REC-KITCHEN #2 360 1500 MICROWAVE A 2 20 1 1 11 B 12 15 1 2 A REC-BEDROOM 720 1500 REC-KITCHEN #1 A 2 20 1 13 A 14 20 1 3 H BDRM EWH-1 750 1500 CLOTHES WASHER A 2 20 1 15 B 16 20 1 SPARE 2500 -- 2 - - 19 B 20 20 1 3 1 HEAT/LIGHT/FAN IN BATH 1500 1250 BEDRM PTAC-1 H 3 20 1 21 A 22 20 1 2 REC-BATH 1500 1250 --- H 3 20 1 23 B 24 20 1 ISPARE LOADING BY TYPE CONNECTED NEC CODE DEMAND FACTOR DEMAND NOTES: LIGHTING 768 VA 210-19 125% 960 VA A - PROVIDE AFCI TYPE CIRCUIT BREAKER RECEPTACLES 24880 VA 220-44 1OkVA @ 100%, ELSE @ 50% 17440 VA B - PROVIDE DBF-1 ON 1 ST & 2ND FLR UNITS ONLY misc. 10350 VA 220-60 100% 10350 VA H - PROVIDE HACR RATED BREAKER MOTOR LARGEST MOT. 0 VA 220-50 100% , LARGEST x 25% 0 VA KITCHEN #OF KIT. UNITS: OVA 220-56 0 VA TOTAL 150 A 120 A APARTMENT TYPE� I 'ILq-2Bd2Bth Load jCaIc' I I 'ILF-213IIJ213th Load CaIc' (OPTIONAL METHOD, NEC 220.30) CONNECTED LOAD VA (A) 13WO SMALL APPLIANCE CIRCUITS 3000 LAUNDRY BRANCH CIRCUIT 1500 2. GENERAL LIGHTING & SQ.FT: 750 2250 RECEPTACLES (3 VA/ SQ. FT.) 3. APPLIANCES: MICROWAVE 1500 RANGE 8000 DRYER 5000 DISHWASHER 864 4. MOTORS GARBAGE DISPOSAL 0 SUBTOTAL: 22114 F )% 10000 REMAINDER @ 40% 4846 SUBTOTAL: 14846 (B) LARGEST OF HEATING AND A/C 4100 TOTAL LOAD: 18946 VA 91 AMPS A5 - G A Z Z 3 /0 L 04/13/22 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 1 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. ��12 1p�� =it Mw DC EN13INEERIN13 Careful listening. Dynamic solutions. www.dcengineering.net Phone:208.288.2181 Project:21AMA01 (0 04 0 00 0) Cl) 0 z (D z 0 LU (6 0 z 0 0 LL] z > 0 01-0 CY) 0 C'4 z _j LU 0 z C:) W 04 0 LU 04 REVISIO N DATE REASON FOR ISSUE 5 03/14/22 Construction Set ELECTRICAL SCHEDULES N TRU TI N SET DATE PROJECT NUMBER 03/14/2022 184470 SHEET NUMBER E3.01 COPPER ALUMINUM CONDUCTOR/ RACEWAY TAG Conduit Conductor Conduit Conductor [2000S] * EA. W/4#400KCM I L * EA. W/4#500KCM I L [2500S] * EA. W/4#500KCM I L * EA. W/4#600KCM I L [3000S] * EA. W/4#500KCM I L * EA. W/4#600KCM I L [4000S] * EA. W/4#750KCMIL * EA. W/4#1000KCMIL [100N] 1-1/2" 4#2, 1#8G 2" 4#1/0, 1#6G [125N] 2" 4#11 1#6G 2" 4#1/0, 1#4G [150N] 2" 4#1/0, 1#6G 2" 4#2/0, 1#4G [175N] 2" 4#2/0, 1#6G 2-1/2" 4#3/0, 1#4G [200N] 2-1/2" 4#3/0, 1#6G 2-1/2" 4#4/0, 1#4G [225N] 2-1/2" 4#4/0, 1#4G 3" 4#250KCMIL, 1#2G [250N] 3" 4#250KCMIL, 1#4G 3" 4#350KCMIL, 1#2G [300N] 3" 4#300KCMIL, 1#4G 3-1/2" 4#400KCMIL, 1#2G [350N] 3-1/2" 4#400KCMIL, 1#3G 4" 4#600KCMIL, 1#1G [400N] 3-1/2" 4#500KCMIL, 1#3G (2)2-1/2 it EA. W/4#4/0, 1#1G [500N] (2)2-1/2 EA. W/4#4/0, 1#2G (2)3 EA. W/4#300KCMIL, 1#1/0G [600N] (2)3 11 EA. W/4#300KCMIL, 1#1G (3)3 EA. W/4#250KCMIL, 1#2/OG [800N] 2 3-1/2 11 EA. W/4#500KCMIL, 1#1/0G (3)3 EA. W/4#350KCMIL, 1#3/OG [1000N] (3)3-1/2 EA. W/4#400KCMIL, 1#2/OG (3)4 EA. W/4#600KCMIL, 1#4/OG [1200N] (4)3 it EA. W/4#350KCMIL, 1#3/OG 4 4 EA. W/4#500KCMIL, 1#250G [1600N] (5)3-1/2 EA. W/4#400KCMIL, 1#4/OG 5 4" EA. W/4#600KCMIL, 1#350G [2000N] (6)3-1/2 EA. W/4#400KCMIL, 1#250G 7 4 EA. W/4#500KCMIL, 1#40OG [2500N] 7 4 EA. W/4#500KCMIL, 1#350G g 4 EA. W/4#600KCMIL, 1#60OG [20] 3/4" 3#12, 1#12G 3/4" 3#10, 1#10G [30] 3/4" 3#10, 1#10G 3/4" 3#8, 1#8G [40] 3/4" 3#8, 1#10G 1" 3#6, 1#8G [50] 1" 3#6, 1#10G 1-1/4" 3#41 1#8G [60] 1" 3#6, 1#10G 1-1/4" 3#4, 1#8G [70] 1-1/4" 3#41 1#8G 1-1/4" 3#3, 1#6G [80] 1-1/4" 3#3, 1#8G 1-1/4" 3#21 1#6G [90] 1-1/4" 3#2, 1#8G 1-1/2" 3#1, 1#6G [100] 1-1/4" 3#21 1#8G 1-1/2" 3#1/0, 1#6G [125] 1-1/4" 3#1, 1#6G 2" 3#1/0, 1#4G [150] 1-1/2" 3#1/0, 1#6G 2" 3#2/0, 1#4G [175] 2" 3#2/0, 1#6G 2" 3#3/0, 1#4G F_ [200] 2" 3#3/0, 1#6G 2-1/2" 3#4/0, 1#4G * Coordinate with PNM. Final conduit size must be coordinated with PNM prior to purchase and installation. ►�i •- r.in 0 Q O O � Q m J z m z Q 2 Cn Q 12� Of (D J w 0w o w LU z z � w z Of cn o O (D (D 0 o> Oo0 oW (fa_ J O Cl) ow � �w F_ � m ::) �#W MO -O MO MO FINISHED FLOOR (38'x5/8" ROD ELECTRODES GROUNDING DETAIL KEYED NOTES: 1. LIFER GROUND TO BE 20' OF #4 AWG COPPER OR 1/2" MINIMUM DIAMETER STEEL REINFORCING BAR PER NEC ARTICLE 250.52. GROUNDING DETAIL L NTS E co Cn Cn J JJ GROUNDING BUSHING TYPICAL LINO LIFER GROUND #4 COPPER 20' UFER GROUNDING DETAIL GENERAL NOTES: 1. ALL CONDUCTORS SHALL BE IN EMT CONDUIT UNLESS NOTED OTHERWISE. ALL CONDUITS SHALL HAVE A GROUNDING BUSHING AT EACH END. 2. ALL CONNECTIONS SHALL BE EXOTHERMIC WELD, LISTED PRESSURE CONNECTORS, LISTED CLAMPS OR OTHER LISTED MEANS. COORDINATE WITH SNOHOMISH COUNTY PUD ELECTRIC REQUIREMENTS FOR CONDUIT, TRENCHING AND BACKFILL. CONDUCTORS PROVIDED BY SNOHOMISH COUNTY PUD SNOHOMISH COUNTY PUD ELECTRIC CABINET MDP-1 DEMAND LOAD CALCULATION CONNECTED CALCULATIONS: Non dwelling space calculated demand load= LIGHTING 20425 RECEPTACLE 55979 MISC. 321268 MECHANICAL/MOTOR 111634.1 KITCHEN 99072 ELEVATOR #2 435320 CONCRETE PADNAULT PER SNOHOMISH COUNTY PUD REQUIREMENTS PROVIDE UNDER THIS CONTRACT, OLD CASTLE, INC OR EQUAL. SNOHOMISH COUNTY TRANSFORMER SEE SITE PLAN 0 0 EMERGENCY GENSET. MUST COME ONLINE WITHIN 10 SECONDS SERVICE 14 I "" RECEPTACLE SP1-6 3/4"C. �"� 13 12 — 0OGROUND PER 14 NEC 250 BATTERY CHARGER SP14 1 "C. ENGINE BLOCK HEATER, SP1-2 Non Dwelling Calculated Demand Load is arrived upon by summing the following: Lighting Load @ 125% 401585 VA 1 ST 1 OkVA of Rec. @ 100% remainder @ 50% 50979 VA Miscellaneous Loads @ 100% 321268 VA Largest Motor @ 125% 54150 Remainder of Motor Load @ 100% 111634 VA Kitchen @ 65% 64397 VA SUM of non living space calculated demand load 1004013 VA Load kVA 1004 AMP 2787 TOTAL DEMAND LOAD AT 120/208V 3-PHASE KVA 1004 AMPS 2787 1-1/2" CONDUIT FOR CONTROLAND MONITORING 13 SIGNALS 30OKW GENERATOR 208V 3 PHASE, 4W 60Hz, DIESEL — 16 r— I PROVIDED SECONDARY CONNECTION CABINET, ,S 2 I� TERMINAL CABINET I 4 6 8 [3000S] TO MDP-2 (REFER TO DWG. E4.01) """ PROVIDED CABLE TRAY RACEWAY, GROUND ROD AND CONDUCTOR TO NEUTRAL BUS AND CASE GROUND, PER SNOHOMISH COUNTY PUD REQUIREMENTS. 1 I O _ I I 3000A 18 _ MAIN 3P KR I— 01 NEUT.BUS 600 AMP, 3 POLE LIFE SAFETY AUTOMATIC TRANSFER SWITCH #ATS1 NEMA 1 [400N] [40ON] GROUND PER NEC [800N] I I 80ON] I 800 AMP, 3 POLE - STANDBY AUTOMATIC TRANSFER SWITCH #ATS2 NEMA 1 GROUND PER NEC [40ON] [80ON] 400A -) 800A 3P 1 3P GROUND - PER NEC 250. RE: DETAIL ON SHEET E4.00 FIRE/LIFE SAFETY EMERGENCY PANEL LOCATED IN MAIN ELECTRICAL RM. 0002 16 PANEL FI G ELEVATOR #1 9 19 PANEL SP1 800A MC� MAIN ELEC. RM. 0002 STANDBY -BACKUP POWER PANEL PANEL PANEL 11 PANEL PANEL PANEL PANEL PANEL PP 1P 3P 6L 6P 6M1 600A 100A 20OA 100A 100A 200A OA T [60ON] 1 [10ON] 20ON] [10ON] [20ON] [20ON] [40ON] 600A "� 100A 3P J 3P ELEVATOR #2 200A 3P 100A 3P 200A 200A 3P 400A 3P 175A ST SPACE 3P 3P 3P 3000 AMP RATED BUS OMAIN DISTRIBUTION PANEL #1 (MDP-1) 3000A, 208Y/120 VOLT, 3 PHASE, 4 WIRE 100,000 AIC RATED NEMA 1 RATED PANEL 3 MDP-1 ONE -LINE POWER DISTRIBUTION DIAGRAM SCALE: N.T.S. GENERAL NOTES: A. SNOHOMISH COUNTY PUD REQUIRES GENERATORS TO BE CONNECTED USING A PERMANENTLY INSTALLED OPEN -TRANSITION (BREAK -BEFORE -MAKE) TRANSFER SWITCH PER PAGE 63 OF THE PNM ELECTRICAL SERVICE GUIDE. THE TRANSFER SWITCH MUST BE USED TO DISCONNECT ALL UNGROUNDED CONDUCTORS CONNECTED TO THE PGE SYSTEM PRIOR TO CONNECTING THE GENERATOR TO THE CUSTOMER'S ELECTRICAL SYSTEM. B. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR TRENCHING, BACKFILLING, COMPACTION, CONDUIT, TRANFORMER PADS OR VAULTS, AND ANY OTHER REQUIREMENTS TO COMPLETE THE UNDERGROUND SERVICE PER SNOHOMISH COUNTY PUD SERVICE REQUIREMENTS MANUAL. KEYED NOTES: 0 1. 4 INCH HIGH CONCRETE HOUSEKEEPING PAD UNDER SWITCHBOARD. COORDINATE WITH GENERAL CONTRACTOR. 2. CURRENT TRANSFORMER/TERMINAL CABINET PER THE MOST RECENT EDITION OF SNOHOMISH COUNTY PUD SERVICE REQUIREMENTS. 3. CONFIRM UTILITY TRANSFORMER IMPEDANCE. UTILITY TO PROVIDE AVAILABLE FAULT CURRENT. 4. ALL PRIMARY AND SECONDARY CONDUIT, TRENCHING AND BACKFILL, INCLUDING PULL VAULTS, AND CONDUCTORS ARE UNDER THIS CONTRACT, TO INCLUDE TERMINAL LUGS FOR UTILITY CONNECTION. VERIFY REQUIREMENTS WITH SNOHOMISH COUNTY PUD. TRENCHING AND BACKFILL BY GENERAL CONTRACTOR. COORDINATE WITH GENERAL CONTRACTOR. 5. SERVING UTILITY - SNOHOMISH COUNTY PUD. COORDINATE ALL REQUIREMENTS OF SNOHOMISH COUNTY PUD. REFER TO INSTALLATION REQUIREMENTS MANUAL LATEST EDITION. 6. UTILITY SERVICE FEEDERS WITHIN BUILDING FOOTPRINT TO BE INSTALLED BELOW SLAB, ENCASED WITH MINIMUM OF 6" CONCRETE ABOVE. VERIFY WITH AHJ. 7. USE SERIES RATED SWITCHES, BREAKERS AND RELATED EQUIPMENT. USE NEXT HIGHER AIC RATING THAN CALCULATED. 8. INSTALL WARNING RIBBON PER NEC. 9. VERIFY MOTOR SIZE, REQUIRED CIRCUIT BREAKER AND CONDUCTOR SIZE WITH ELEVATOR MANUFACTURER PRIOR TO ORDERING SWITCH GEAR AND CONDUCTOR MATERIAL. PER NEC. 10. USE COPPER CONDUCTORS AT ELEVATOR AS REQUIRED BY ELEVATOR MANUFACTURER. USE FULL SIZE GROUND. 11. STANDBY DIESEL GENERATOR, BASIS OF DESIGN: CUMMINS MODEL DFEJ 60HZ, 300 KW RATED, 208 VOLT, 3 PHASE, BASE MOUNT UL142 FUEL TANK, 693 GAL. NOMINAL 24 HOUR RUN TIME @G 100% LOAD. PROVIDE SEISMIC ATTACHMENT TO CONCRETE BASE, FUEL FILTER, ENGINE BLOCK HEATER, 10 AMP BATTERY CHARGER, REMOTE CONTROL PANEL AND EMERGENCY STOP, WITH LOW FUEL WARNING. PROVIDE WITH (1) 800 AMP AND (1) 600 AMP CIRCUIT BREAKER. PROVIDE WITH REMOTE ANNUNCIATOR AND ALARM HORN WITH (2) GENERATOR AUTOMATIC TRANSFER SWITCHES. AUTOMATIC TRANSFER SWITCH TO BE GROUNDED PER NEC ART. 250.30. 12. CONCRETE BASE FOR GENERATOR TO BE DESIGNED BY STRUCTURAL ENGINEER TO MATCH GENERATOR BEING USED. CONCRETE PAD DESIGNED AND PROVIDED BY OTHERS. COORDINATE WITH GENERAL CONTRACTOR AND ARCHITECT. 13. GENERATOR CONTROL WIRING METHODS SHALL BE INSTALLED PER NEC 695.14. 14. BOND GENERATOR CASING TO GROUND. DO NOT BOND EQUIPMENT NEUTRAUGROUND AT ENGINE GENERATOR. 15. NOT USED 16. WHERE ROUTED THRU THE BUILDING, THE CONDUCTORS SHALL BE PROTECTED 2 HOUR FIRE RATED PER NEC. 17. PROVIDE ELEVATOR DELAY RELAY TO BE INSTALLED IN THE ATS WHICH SERVES THE ELEVATORS. PROVIDE THREE (3) CONDUCTORS FROM THE ATS TO THE ELEVATOR MOTORS PER MANUFACTURER'S RECOMMENDATIONS. 18. PROVIDE BREAKER WITH ARCH ENERGEY REDUCTION PER NEC 240.87. 19. PROVIDE EATON ELEVATOR CONTROL ES SWITCH DISCONNECT, COORDINATE REQUIREMENTS WITH ELEVATOR SUPPLIER FOR COMPLETE INSTALLATION. COORDINATE SHUNT TRIP OPERATION WITH FIRE ALARM INSTALLER. p,N • G ASly G A A' SS/0 AL ENG 04/13/22 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.dcengineering.net Phone:208.288.2181 Project:21 AMA01 CD N O 00 M O Z _Z O= Q W (6 0 LL Z O0 0LLI Z O > J co J �_ O O N — o o Z m W � Z N `/) Q LU Q N U a REVISIO N DATE REASON FOR ISSUE 1 6/18/21 Addendum #1 ONE —LINE DIAGRAM (MDP-1) CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 SHEET NUMBER E4.00 MDP -2 LOAD CALCULATION DEMAND LOAD CALCULATIONS: Dwelling space calculated demand load= Panel Connected Load (VA) # of units factor Total Connected METER DISTRIBUTION PANEL 'MDP' 12A 1 BDRM 10 242420 2BDRM 3 0.41 78642 TOTAL 13 Load kVA 132 AMP 365 12B 1 BDRM 10 242420 2BDRM 3 0.41 78642 TOTAL 13 Load kVA 132 AMP 365 13A 1 BDRM 10 242420 2BDRM 3 0.41 78642 TOTAL 13 Load kVA 132 AMP 365 13B 1 BDRM 10 242420 2BDRM 3 0.41 78642 TOTAL 13 Load kVA 132 AMP 365 14A 1 BDRM 10 242420 2BDRM 3 0.41 78642 TOTAL 13 Load kVA 132 AMP 365 14B 1 BDRM 10 242420 2BDRM 3 0.41 78642 TOTAL 13 Load kVA 132 AMP 365 15A 1 BDRM 10 242420 2BDRM 3 0.41 78642 TOTAL 13 Load kVA 132 AMP 365 15B 1 BDRM 10 242420 2BDRM 3 0.41 78642 TOTAL 13 Load kVA 132 AMP 365 16A 1 BDRM 8 193936 2BDRM 3 0.42 78642 TOTAL 11 Load kVA 114 AMP 318 16B 1 BDRM 10 242420 2BDRM 2 0.41 52428 TOTAL 12 Load kVA 121 AMP 336 TOTAL 1 BDRM 100 2424200 2BDRM 28 0.23 733992 TOTAL 128 TOTAL DEMAND LOAD AT 120/208V 3-PHASE Load kVA 726 AMP 2016 7 E co M J 11 J 0 COPPER ALUMINUM CONDUCTOR/ RACEWAY TAG Conduit Conductor Conduit Conductor [2000S] * EA. W/4#400KCM I L * EA. W/4#500KCM I L [2500S] * EA. W/4#500KCM I L * EA. W/4#600KCM I L [3000S] * EA. W/4#500KCM I L * EA. W/4#600KCM I L [4000S] * EA. W/4#750KCM I L * EA. W/4#1000KCM I L [100N] 1-1/2" 4#21 1#8G 2" 4#1/0, 1#6G [125N] 2" 4#1, 1#6G 2" 4#1/0, 1#4G [150N] 2" 4#1/0, 1#6G 2" 4#2/0, 1#4G [ 175 N] 2" 4#2/0, 1#6G 2-1/2" 4#3/0, 1#4G [200N] 2-1/2" 4#3/0, 1#6G 2-1/2" 4#4/0, 1#4G [225N] 2-1/2" 4#4/0, 1#4G 3" 4#250KCMIL, 1#2G [250N] 3" 4#250KCM I L, 1#4G 3" 4#350KCM I L, 1#2G [300N] 3" 4#300KCM I L, 1#4G 3-1/2" 4#400KCM I L, 1#2G [350N] 3-1/2" 4#400KCM I L, 1#3G 4" 4#600KCM I L, 1#1G [400N] 3-1/2" 4#500KCMIL, 1#3G (2)2-1/2 If EA. W/4#4/0, 1#1G [500N] 2 2-1 2" EA. W/4#4/0, 1#2G 2 311 EA. W/4#300KCMIL, 1#1/OG [600N] (2)3 11 EA. W/4#300KCMIL, 1#1G (3)3 If EA. W/4#250KCMIL, 1#2/OG [800N] 2 3-1 2" EA. W/4#500KCMIL, 1#1/OG 3 311 EA. W/4#350KCMIL, 1#3/OG [1000N] (3)3-1/2 If EA. W/4#400KCMIL, 1#2/OG (3)4 If EA. W/4#600KCMIL, 1#4/OG [1200N] 4 311 EA. W/4#350KCMIL, 1#3/OG (4)4 It EA. W/4#500KCMIL, 1#250G [1600N] (5)3-1/2 If EA. W/4#400KCMIL, 1#4/OG (5)4 If EA. W/4#600KCMIL, 1#350G [2000N] 6 3-1/2 EA. W/4#400KCM I L, 1#250G (7)4 If EA. W/4#500KCM I L, 1#4000 [2500N] (7)4 11 EA. W/4#500KCM I L, 1#350G (8)4 It EA. W/4#600KCM I L, 1#60OG [20] 3/4" 3#121 1#12G 3/4" 3#10, 1#10G [30] 3/4" 3#101? 1#10G 3/4" 3#8, 1#8G [40] 3/4" 3#8, 1#10G 1" 3#6, 1#8G [50] 1" 3#6, 1#10G 1-1/4" 3#41 1#8G [60] 1" 3#61 1#10G 1-1/4" 3#4, 1#8G [70] 1-1/4" 3#41 1#8G 1-1/4" 3#3, 1#6G [80] 1-1/4" 3#3, 1#8G 1-1/4" 3#2, 1#6G [90] 1-1/4" 3#21 1#8G 1-1/2" 3#11 1#6G [100] 1-1/4" 3#2, 1#8G 1-1/2" 3#1/0, 1#6G [125] 1-1/4" 3#11 1#6G 2" 3#1/0, 1#4G [150] 1-1/2" 3#1/0, 1#6G 2" 3#2/0, 1#4G [175] 2" 3#2/0, 1#6G 2" 3#3/0, 1#4G [200] 2" 3#3/0, 1#6G 2-1/2" 3#4/0, 1#4G * Coordinate with PNM. Final conduit size must be coordinated with PNM prior to purchase and installation. GENERAL NOTES: A. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR TRENCHING, BACKFILLING, COMPACTION, CONDUIT, TRANFORMER PADS OR VAULTS, AND ANY OTHER REQUIREMENTS TO COMPLETE THE UNDERGROUND SERVICE PER SNOHOMISH COUNTY PUD SERVICE REQUIREMENTS MANUAL, KEYED NOTES: 1. 4 INCH HIGH CONCRETE HOUSEKEEPING PAD UNDER SWITCHBOARD, COORDINATE WITH GENERAL CONTRACTOR. 2. CURRENT TRANSFORMER/TERMINAL CABINET PER THE MOST RECENT EDITION OF SNOHOMISH COUNTY PUD SERVICE REQUIREMENTS. 3. CONFIRM UTILITY TRANSFORMER IMPEDANCE. UTILITY TO PROVIDE AVAILABLE FAULT CURRENT. 4. ALL PRIMARY AND SECONDARY CONDUIT, TRENCHING AND BACKFILL, INCLUDING PULL VAULTS, AND CONDUCTORS ARE UNDER THIS CONTRACT, TO INCLUDE TERMINAL LUGS FOR UTILITY CONNECTION, VERIFY REQUIREMENTS WITH SNOHOMISH COUNTY PUD. TRENCHING AND BACKEIEE BY GENERAL CONTRACTOR. COORDINATE WITH GENERAL CONTRACTOR. 5. SERVING UTILITY — SNOHOMISH COUNTY PUD. COORDINATE ALL REQUIREMENTS. REFER TO INSTALLATION REQUIREMENTS MANUAL LATEST EDITION, 6. UTILITY SERVICE FEEDERS WITHIN BUILDING FOOTPRINT TO BE INSTALLED BELOW SLAB, ENCASED WITH MINIMUM OF 6" CONCRETE ABOVE. VERIFY WITH AHJ. 7. USE SERIES RATED SWITCHES, BREAKERS AND RELATED EQUIPMENT. USE NEXT HIGHER AIC RATING THAN CALCULATED, 8. INSTALL WARNING RIBBON PER NEC. 9. PROVIDE BREAKER WITH ARC ENERGY REDUCTION PER NEC 240.87 FROM SECONDARY CONNECTION CABINET, SCC-1. REFER TO DWG. E4.00 [2500S] [60ON] [600N] [60ON] [60ON] [60ONI [60ON] [60ON] [600N] [60ON] [60ON] PANEL UNIT PANELS UNITS 6th LEVEL [125] 25A TYPICAL OF (11) TYPICAL S NGLE PHA E PANEL UNIT PANELS UNITS 6th LEVEL [125] 25A TYPICAL OF (12) TYPICAL S NGLE PHA E PANEL UNIT PANELS UNITS 5th LEVEL [125] 25A TYPICAL OF (13) TYPICAL S NGLE PHA E PANEL UNIT PANELS UNITS 5th LEVEL TYPICAL OF [125] 125A (13) TYPICAL S NGLE PHA E PANEL UNIT PANELS UNITS 4th LEVEL [125] 125A TYPICAL OF (13) TYPICAL S NGLE PHA E PANEL UNIT PANELS UNITS 4th LEVEL TYPICAL OF [125] 125A (13) TYPICAL S NGLE PHA E PANEL UNIT PANELS UNITS 3rd LEVEL [125] 125A TYPICAL OF TYPICAL S NGLE PHA E (13) PANEL UNIT PANELS UNITS 3rd LEVEL [125] 125A TYPICAL OF (13) TYPICAL S NGLE PHA E PANEL UNIT PANELS UNITS 2nd LEVEL [125] 25A TYPICAL OF (13) TYPICAL S NGLE PHA E PANEL UNIT PANELS UNITS 2nd LEVEL TYPICAL OF [125] 125A (13) TYPICAL S NGLE PHA E 5— O - SNOHOMISH COUNTY PUD INSTALLATION O O MANUAL FOR REQUIRED M 2500A MAIN BRKR CONDITIONS. 600A 3P 600A 3P 1 91301 I I NEUT. BUS FULL BUS 600A 3P 600A 3P 600A 3P 600A 3P 600A 3P 600A 3P 2400 AMP RATED BUS GROUND PER NEC 250. RE: DETAIL ON SHEET E5.00 600A 3P 600A 3P SPACE 3P MAIN DISTRIBUTION PANEL #2 (MDP-2) 2500A, 208Y/120 VOLT, 3 PHASE, 4 WIRE, 100,000 AIC NEVA 1 RATED PANEL O MDP-2 ONE -LINE POWER DISTRIBUTION DIAGRAM SCALE: N.T.S. A. As S/DNAL EN 04/13/22 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.drengineering.net Phone:208.288.2181 Project:21 AMA01 N 0 00 d) O o P- Z Z O = � a W C LL Z O0 Z O > J > J _� O -0 1 O 0 0 I� Z m W p Z o U � Q LU N U a REVISIO N DATE REASON FOR ISSUE ONE —LINE DIAGRAM (MDP-2) CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 I r G-- — . 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SCOPE OF WORK: THIS PROJECT SHALL INCLUDE THE INSTALLATION OF A NEW 11 BPSx BOOSTER POWER POTTER PSN106 PROVIDED BY FIELD DETERMINE ADDRESSABLE FIRE ALARM SYSTEM IN A NEW APARTMENT BUILDING WITH A SUPPLY POTTER PARKING GARAGE. FIRE ALARM SYSTEM SHALL ACTIVATE SMOKE CONTROL SYSTEM 1 FCC FIRE RE ALARM COMMUNICATOR AES 7707 PROVIDED BYES A DETERMINE AS REQUIRED. 1 DOC Q DOCUMENT SPACE AGE SS000689 N/A FIELD DETERMINE 2• THESE DRAWINGS ARE DIAGRAMMATIC. REFER TO THE ARCHITECTURAL DRAWINGS ENCLOSURE FOR EXACT DIMENSIONS. 1 FSCP CONTROL PANELOKE KIRKLAND - PROVIDEDBY TO" A.F.F. 3. INSTALLATION SHALL COMPLY WITH NEC, NFPA 72 AND ALL OTHER APPLICABLE 1 WA TWO-WAY COMM. RATH 2500-205FM PROVIDED BY ss" A.F.F.CODES AS REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. BASE STATION RATH TO TOP 1 PRINT FIRE ALARM SYSTEM MIRCOM PTR-2000-1 4. WIRING DEPICTED ON THESE PLANS IS SCHEMATIC - ACTUAL WIRE LOCATIONS MAY PRINTER DIFFER FROM THESE PLANS. WIRING SHALL BE PERFORMED AS ACTUAL BUILDING 113 PHOTOELECTRIC MICRON MIX-4010-ISO 4S DEEP BETWEEN 4-12 CONSTRUCTION CONDITIONS ALLOW AND TO MINIMIZE PENETRATIONS THROUGH AREA `=/p SMOKE DETECTOR W/3-0 RING OF CEILING SEPARATION WALLS AND FIRE WALLS. THE USE OF A RACEWAY IS PERMITTED AS DUCT TYPE PROVIDED BY OTHERS LONG AS NO 110V OR HIGHER VOLTAGE CABLES ARE IN THE SAME RACEWAY. 5 S SMOKE DETECTOR 2 Fi O SPOT TYPE MIRCOM MIX-4030 4S DEEP BETWEEN R 12 5. FIRE RATINGS SHALL BE MAINTAINED FOR ALL PENETRATIONS THROUGH FIRE -RATED HEAT DETECTOR W/3-0 RING OF CEILING CONSTRUCTION. 1 0 MANUAL PULL MIRCOM MPS-802MP 4S DEEP R NG 0"CENTER 6. POWER FOR ALL FIRE ALARM PANELS AND FIRE ALARM POWER SUPPLIES MUST BE ADDRESSABLE MINI PROVIDED BY A DEDICATED AC BRANCH CIRCUIT. THE LOCATION OF THE BRANCH INPUT MODULE MIRCOM MIX-4041 FIELD DETERMINE FIELD DETERMINE CIRCUIT BREAKER SHALL BE PERMANENTLY IDENTIFIED AT THE CONTROL UNIT, MECHANICALLY PROTECTED, ACCESSIBLE ONLY TO AUTHORIZED PERSONNEL AND 3 ® IMPUTE MODULE MIRCOM MIX-4040 4S DEEP FIELD DETERMINE SHALL BE RED AND LABELED "FIRE ALARM CIRCUIT CONTROL" IN ACCORDANCE ADDRESSABLE WITH NFPA 72. ELECTRICAL CONTRACTOR SHALL PERFORM LOAD CALCULATIONS TO 13 ® 2 INPUT MODULE MIRCOM MIX-4040 4S DEEP FIELD DETERMINE DETERMINE SIZE OF WIRING AND BREAKERS FOR ALL FIRE ALARM AC BRANCH ADDRESSABLE CIRCUITS BASED ON THE INFORMATION PROVIDED IN THE BATTERY CALCULATIONS 32 ® OUTPUT MODULE MIRCOM MIX-4045 4S DEEP FIELD DETERMINE FOR THE FIRE ALARM EQUIPMENT. IN/OUT MODULE MIRCOM MIX-4045 4S DEEP FIELD DETERMINE 7, POWER -LIMITED AND NONPOWER-LIMITED CIRCUIT WIRING MUST REMAIN SEPARATED SPRINKLER PROVIDED BY OTHERS IN CABINET. ALL POWER -LIMITED CIRCUIT WIRING MUST REMAIN AT LEAST 0.25" 1 © WATERFLOW AWAY FROM ANY NONPOWER-LIMITED CIRCUIT WIRING. FURTHERMORE, ALL SPRINKLER PROVIDED BY OTHERS POWER -LIMITED AND NONPOWER-LIMITED CIRCUIT WIRING MUST ENTER AND EXIT 3 ® TAMPER SWITCH THE CABINET THROUGH DIFFERENT KNOCK OUTS AND/OR SEPARATE CONDUITS. 1 ® APR SWI CH HI/LOW PROVIDED BY OTHERS "A" 8. WHEN UTILIZING CLASS CIRCUITS, SEPARATE OUTGOING AND RETURN 1 LT SPRINKLER ROOM PROVIDED BY OTHERS CONDUCTORS OF CLASS "A" CIRCUITS BY A MINIMUM OF 12" WHERE RUN LOW TEMPERATURE VERTICALLY AND 48 WHERE RUN HORIZONTALLY. 0 KEY SWITCH MIRCOM - 4S DEEP R NG FIELD DETERMINE 9, WHEN UTILIZING SHIELDED CABLE TIE SHIELDS THROUGH AND INSULATE AT EACH o Plv INDICATOR PROVIDED BY OTHERS JUNCTION BOX. INSULATE AND TAPE BACK AT END. 4 TAMPER SWITCH NOTIFICATION HORN/STROBE WHEELOCK ELHSW 4S DEEP W/1G RING 84" A.F.F. TO CENTER 10. ALL FIRE ALARM CABLING SHALL BE ACCEPTABLE TO THE FIRE ALARM EQUIPMENT MANUFACTURER FOR THE INTENDED PURPOSE. CABLES USED IN VERTICAL RUNS CEILINNOTIFIG MOUNT SHALL BE TYPE FPLP OR FPLR. CABLE SPLICES OR TERMINATIONS SHALL BE MADE 78 HORN/STROBE WHEELOCK ELHTWC 4S DEEP CEILING IN LISTED FITTINGS, BOXES, ENCLOSURES, FIRE ALARM DEVICES, OR UTILIZATION WPBBS BY HELD DETERMINE EQUIPMENT. WHERE INSTALLED EXPOSED, CABLES SHALL BE ADEQUATELY 2 Q NOTIFICATION WHEELOCK ASWP2475WFR WHEELOCK O FANSE D SUPPORTED AND INSTALLED IN SUCH A WAY THAT MAXIMUM PROTECTION AGAINST 45 NOTIFICATON WHEELOCK ELSTW 4S DEEP 84" A.F.F. PHYSICAL DAMAGE IS AFFORDED BY BUILDING CONSTRUCTION. WHERE LOCATED STROBE ONLY W/1G RING TO CENTER WITHIN 7 FT OF THE FLOOR, CABLES SHALL BE SECURELY FASTENED IN AN 22 �Cm NEILING MOUNT OTIFICATION WHEELOCK ELSTWC 4S DEEP CEILING APPROVED MANNER AT INTERVALS OF NOT MORE THAN 18 IN. 21 NOTIFI ATION WHEELOCK ELFHSW 4S DEEP 84" A.F.F. 11. SMOKE DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER CONSTRUCTION HORN- �Q W/1G RING TO CENTER CLEAN-UP IS COMPLETED AND FINAL. o 41 NOTIFI ATION WHEELOCK ELFHSWC 4S DEEP CEILING 12. LOCATE SMOKE DETECTORS A MINIMUM OF THREE (3) FEET FROM MECHANICAL 182 H N W FIRTI N WHEELOCK ELFHNW 4S DEEP 84" A.F.F. DIFFUSERS. WALL -MOUNTED SMOKE DETECTORS SHALL BE LOCATED A MAXIMUM OF HORN QNLX W/1G RING TO CENTER 12 FROM CEILING. 0 101, LOW WhQUENUT NOTIFCATI N HORN ONLY WHEELOCK ELFHNWC 4S DEEP CEILING 13. PROVIDE SYNCHRONIZATION OF ALL VISUAL NOTIFICATION APPLIANCE CIRCUITS. PROVIDED BY A.F.F. PROVIDE ALL REQUIRED SYNC MODULES. PROVIDE A MULTI -SYNC MODE SLAVE 1 ® CAL STATIONMM� BATH 2100-95sSSRC2 o" CONNECTION BETWEEN ALL SYNC MODULES. 5 ® TWO-WAY COMM. STATION 2100-95sSSRC2 PROVIDED BY RAT T"UTCL OTON 14. VERIFY ALL FIELD SELECTABLE AUDIBILITY SETTINGS OF NOTIFICATION APPLIANCES AS REQ. J ❑ PERTINENT JUNCTION BOX LOCATE AS REQUIRED -- NOT ALL J-BOXES APPEAR ON PLANS WITH FIRE ALARM CONTRACTOR. END OF LINE 15. UPON COMPLETION OF THE FIRE ALARM SYSTEM INSTALLATION AND PROGRAMMING, -wwL- RESISTOR THE INSTALLING CONTRACTOR SHALL PERFORM FINAL TESTING OF THE ENTIRE SYSTEM, PER ALL APPLICABLE CODES, AND SHALL COORDINATE AND PERFORM A FINAL FIRE ALARM SYSTEM INSPECTION. 16. PROVIDE OFF -SITE MONITORING AS REQUIRED BY THE INTERNATIONAL FIRE CODE, SECTION 907.6.6 AND THE LOCAL AUTHORITY HAVING JURISDICTION. 17. INSTALLING CONTRACTOR SHALL, PHYSICALLY, LABEL ALL INITIATING DEVICES AND NOTIFICATION APPLIANCE CIRCUIT END OF LINE (WHEN WIRING CLASS "B"). THESE LABELS SHALL BE IN PLACE PRIOR TO START-UP AND TESTING. 18. ROOMS CONTAINING CONTROLS FOR AIR-CONDITIONING SYSTEMS, SPRINKLER RISERS AND VALVES OR OTHER FIRE DETECTION, SUPPRESSION OR CONTROL ELEMENTS SHALL BE IDENTIFIED WITH PERMANENTLY MOUNTED SIGNS WITH LETTERING NOT LESS THAN 2 INCHES TALL WITH A PRINCIPAL STROKE OF NOT LESS THAN 3/8 INCH. LETTERS SHALL CONTRAST WITH BACKGROUND. WIRE LEGEND SYM DESCRIPTION WIRE LEGEND COLOUR CIRCUIT TYPE WINDY CITY GENESIS SOUTHWIRE WEST PENN A 1 PAIR 14AWG FIRE RATED CABLE RED AUDIBLE/VISUAL CIRCUIT 7613 4511 G50032 60991 B B 2 COND. 16AWG OAS FIRE RATED CABLE RED BUS/RS485 CIRCUIT (FAA) 76132 4606 G50013 60994B Dx 1 PAIR 16AWG FIRE RATED CABLE RED SLC/DATA CIRCUIT 7613 4511 G50032 60991 B Sx 1 PAIR 14AWG FIRE RATED CABLE RED AUDIBLE/VISUAL CIRCUIT 7613 4511 G50032 60991 B P 1 PAIR 16AWG FIRE RATED CABLE RED GENERIC POWER 7613 4511 G50032 60991 B Zx 1 PAIR 16AWG FIRE RATED CABLE RED CONVENTIONAL DEVICE CIRCUIT 7613 4511 G50032 60991 B WIRE RUN IN 2-HOUR RATED PATHWAY IN CONDUIT WIRE RUN IN CONDUIT NOTES 1 "e" IN FRONT OF LETTER SIGNIFIES CIRCUIT CABLE EXISTING, TO REMAIN AND MAY DIFFER FROM SPECIFIED CALLOUT. 2 = HASH MARK QUANTITY SIGNIFIES QUANTITY OF DESCRIBED WIRE 3 ALL WIRE PERMITTED, FURNISHED AND INSTALLED BY RHEMA ELECTRIC AS A JOINT VENTURE. 4 WIRE MANUFACTURER IS FOR REFERENCE ONLY. ENSURE PROPER CROSS REFERENCE WHEN USING DIFFERENT MANUFACTURER. 5 BY DEFAULT-WASHINGTON ALARM SPECIFIES FPLP WIRING. ELECTRICAL CONTRACTOR SHALL ENSURE CABLE TYPE CONSISTENT WITH NEC REQUIREMENTS. 6 STRIPING -WHEN APPLICABLE -IS NOT REQUIRED AND IS RECOMMENDED FOR EASE OF CIRCUIT IDENTIFICATION. ALL CIRCUITRY SHALL BE UNIQUELY AND LOGICALLY LABELED. 7 ALL FIRE ALARM WIRING TYPES SHALL MAINTAIN SEPARATION FROM EACH OTHER, AND FROM AC CIRCUITRY. 4" MIN 12" MAX 4" MI A/C SUPPLY OR RETURN DIFFUSER PENDANT MOUNTED f AUDIBLE/VISUAL CEILING APPLIANCES 36" MIN. AUDIBLE/VISUAL AUDIBLE -ONLY REMOTE ALARM CEILING MOUNTED CEILING MOUNTED NEVER AND/OR VISUAL APPLIANCES INDICATOR SMOKE/HEAT AUDIBLE/VISUAL HERE ONLY APPLIANCE O o DETECTOR APPLIANCES WALL -MOUNTED HEAT DETECTOR DOOR WIDTH 4" LESS 3� FSA MAGNETIC Rd 30' DOOR FACP SYSTEM HOLDER AI a RECORDS. 80"-96" 90" MIN. 10' MAX DOCUMENTS TO LOWEST WHERE CEILING AFF PART OF LENS HEIGHT ALLOWS I E= 5' MAX. CEILING -MOUNTED HEAT DETECTOR 66" TO 66" TO 66" TO TOP OF TOP OF TOP OF FSA FACP CABINET FINISHED FLOOR FIRE ALARM DEVICE MOUNTING HEIGHTS SCALE: NOT TO SCALE FROM EXIT MANUAL 42"-48" PULL STATION NOTE: MEASUREMENTS SHOWN ARE TO THE CLOSEST POINT OF DETECTOR 12" MAX `WALL -MOUNTED SMOKE DETECTOR MAX SIDE WALL 30' MAX AFF FINISHED WALL WASHINGTON ALARM P: 360.733.133 1420 King St, Ste Bellingham, WA, 9822 www.washingtonalarm.corr WA Lic: WASHIA1282C Project Title ANTHOLOGY OF EDMONDS 21200 72ND AVE W EDMONDS, WA 98026 Project Numbers 21836-1 Issue & Revision Dates 2/9/2023 RO-INITIAL DESIGN 2/22/2023 R ES U BM ITTA L 3/20/2023 R ES U BMITTAL 5/1 /2023 RESUBMITTAL Sheet Title FIRE ALARM NOTES & LEGENDS Prepared By Nicet Review B. Haws Brady B. Haws 138751 Expires 5/1/25 Sheet Number FA 1 000 0 2023, WASHINGTON ALARM TRIGGER & SYNC CIRCUIT TO BPS4A 120 VAC (DEDICATED CKT.) NO CONDUIT IN BOTTOM OF CAN NO CONDUIT IN BOTTOM OF CAN WASHINGTON ALARM P: 360.733.13310 1420 King St, Ste Bellingham, WA, 9822 www.washingtonalarm.co WA Lic: WASHIA1282C Project Title ANTHOLOGY OF EDMONDS 21200 72ND AVE W EDMONDS, WA 98026 Project Numbers 21836-1 Issue & Revision Dates 2/9/2023 RO-INITIAL DESIGN 2/22/2023 RESUBMITTAL 3/20/2023 RESUBMITTAL 5/ 1 /2023 RESUBMITTAL Sheet Title FIRE ALARM RISER DIAGRAM Prepared By Nicet Review B. Haws Brady B. Haws 138751 Expires 5/1/25 Sheet Number FA201 • 0 2023, WASHINGTON ALARM TRIGGER & SYNC CIRCUIT FROM BPS313 ON FA2.01 NO CONDUIT IN BOTTOM OF CAN 15CD 15CD 150CD 15CD 13 S6A1-14 S6A1-15 S6A1-16 WASHINGTON ALARM P: 360.733.133 1420 King St, Ste Bellingham, WA, 9822 www.washingtonalarm.co WA Lic: WASHIA1282C Project Title ANTHOLOGY OF EDMONDS 21200 72ND AVE W EDMONDS, WA 98026 Project Numbers 21836-1 Issue & Revision Dates 2/9/2023 RO-INITIAL DESIGN 2/22/2023 RESUBMITTAL 3/20/2023 RESUBMITTAL 5/ 1 /2023 RESUBMITTAL Sheet Title FIRE ALARM RISER DIAGRAM Prepared By Nicet Review B. Haws Brady B. Haws 138751 Expires 5/1/25 Sheet Number FA202 • 0 2023, WASHINGTON ALARM 14111%,, M i room » FX-4000 Battery Calculation Program PROJECT NAME: ADDRESS: COMPANYNAME PREPARED BY: 9 1 FX-4000 Node # Panel Model FX-4003-12N / FX-4003-12NXT Main Chassis, no display (12 Amp) QTY Panel Adder Loops - MIX-4000 Devices (MGC, Requires MP Firmware) AL B2CN-960ISO Dua Ml Analog Loops (MIX-4000) w/ MP Firmware Pre -loaded 2 ALCN-960D Quad Analog Loops (MIX-4000) w/ MP Firmware Pre -loaded Panel Adder Modules Pq1FDX-008 / FDX-008KI HOA/Fan Damper Control Module IPS-2424DS 24 Programmable Input Switches Module RM-1008A 8 Relay Circuit Module 11 ISGM-1004A 4 Indicating Circuit Module Dialer / City Tie Modules �1 UDACT-300A Dialer Module Disolav Adder Modules = IDSPL-42ODS Narrow Display Intelligent Sensors & Modules - MIX-4000 (MGC, Requires MP Firmware) 113 MIX-4010-ISO Addressable Photo Sensor w/ Isolator 2 MIX-4030-ISO Addressable Tri-Heat Sensor w/ Isolator 16 1 IMIX-4040 Addressable Dual Input Monitor Module, latching 32 J IMIX-4045 Addressable Dual Relay Module Intelligent Manual Stations - MIX-4000 (MGC, Requires MP Firmware) MPS-802MP Addressable Two Stage Dual Action Manual Station (ULC) Intelligent Sensors & Modules - System Sensor (CLIP/AP) Intelligent Manual Stations - System Sensor (CLIP/AP) 24 Enter Number of Standby Hours 30 Enter Alarm Period in Minutes 1.2 Enter Battery Derating All Current in Amos Standby Alarm Current Current 0,310000 0,733000 0,4000001 0,426000 0,4000001 0,426000 0,015000 0.035000 0.005000 0,022000 0.025000 0150000 0.060000 0,258000 0.045000 0.120000 0.024000 0 025000 0,018080 0.018080 0,000320 0.000320 0,052800 0.052800 0.048000 0.048000 0.002000 0.002000 Total Standby Current in Amps 1.ao52oo Total Alarm Current in Amps 2.316200 Battery Capacity Requirement (Ah) a1.ss Recommended Mircom Batteries (x2) BAT-12va2A Mircom Technologies hereby disclaims all warranties relating to this software utility, whether expressed or implied, including without limitation any implied warranties of merchantability or fitness for a particular purpose. Mircom Technologies cannot and will not assume, accept or be liable for any special, incidental, consequential, indirect or similar claims, losses or damages for any reason whatsoever. Use of this Software Utility shall be deemed acceptance of these terms. It is the sole responsibility of the user to ascertain the accuracy and the reliability of any and all information generated or provided by this software utility and to ensure maximum current levels for control units have not been exceeded BPS1A Battery Calculation PROJECT NAME: ANTHOLOGY OF EDMONDS Required Standby Time: 241 Hours Required Alarm Time: 51 Minutes System Manufacturer Potter 2/8/2023 AC Branch Current AC Branch Current: 2.00 Amps ® 120V Maximum NAC Output Panel Max: 10.00 Amps Circuit Max: 2.50 Amps Regulated Load in Standby Device Type Model Number of Devices Current Am s Total Current (Amps) BPS1A MAINBOARD PSN-106 1 X 0.075000 = 0.075000 TOTAL STANDBY LOAD 0.075000 Regulated Load in ALARM Device Type Model Number of Devices Current (Amps) Total Current (Amps) BPS1A MAINBOARD S1A1 (See Voltage Drop Calculations) S1A2 (See Voltage Drop Calculations) S1A3 (See Voltage Drop Calculations) S1A4 (See Voltage Drop Calculations) SIIA5 (See Voltage Drop Calculations) S1A6 See Voltage Drop Calculations PSN-106 1 X 0.075000 = 0.075000 0.822000 = 0.822000 0.574000 = 0.574000 1.040000 = 1.040000 0.044000 = 0.044000 1.338000 = 1.338000 0.278000 = 0.278000 TOTAL ALARM LOAD 4.171000 Battery Requirements Standby Load Current (Amps) Required Standby Time in Hours 0.075000 X 24.00000 = 1.800000 Alarm Load Current (Amps) Required Alarm Time in Hours 4.171000 X 0.083333 = 0.347583 Total Ampere Hours before derating factor Derating Factor X 2.147583 1.2 TOTAL AMPERE HOURS REQUIRED = 2.577100 BATTERIES TO BE PROVIDED 2 - 12v 7 AH BPS2A Battery Calculation PROJECT NAME: ANTHOLOGY OF EDMONDS Required Standby Time: 24 Hours Required Alarm Time: 5 Minutes System Manufacturer Potter 2/8/2023 AC Branch Current AC Branch Current: 2.00 Amps ® 120V Maximum NAC Output Panel Max: 10.00 Amps Circuit Max: 2.50 Amps Regulated Load in Standby Device Type Model ber Current of vices (Amps) NFe Total Current (Amps) BPS2A MAINBOARD PSN-106 X 0.075000 = 0.075000 TOTAL STANDBY LOAD 0.075000 Regulated Load in ALARM Device Type Model Number of Devices Current Am s Total Current (Amps) BPS2A MAINBOARD S2A1 (See Voltage Drop Calculations) S2A2 (See Voltage Drop Calculations) S2A3 (See Voltage Drop Calculations) S2A4 See Voltage Drop Calculations S2A5 (See Voltage Drop Calculations) S2A6 See Voltage Drop Calculations PSN-106 1 X 0.075000 = 0.075000 0.828000 = 0.828000 0.480000 = 0.480000 1.268000 = 1.268000 1.078000 = 1.078000 0.536000 = 0.536000 0.000000 = 0.000000 TOTAL ALARM LOAD 4.265000 Battery Requirements Standby Load Current (Amps) Required Standby Time in Hours 0.075000 X 24.00000 = 1.800000 Alarm Load Current (Amps) Required Alarm Time in Hours 4.265000 X 0.083333 = 0.355417 Total Ampere Hours before derating factor Dera-ring Factor X 2.155417 1.2 TOTAL AMPERE HOURS REQUIRED = 2.586500 BATTERIES TO BE PROVIDED 2 - 12v 7 AH BPS2B Battery Calculation PROJECT NAME: ANTHOLOGY OF EDMONDS Required Standby Time: 241 Hours Required Alarm Time: 51 Minutes System Manufacturer Potter 2/8/2023 AC Branch Current AC Branch Current: 2.00 Amps 0 120V Maximum NAC Output Panel Max: 10.00 Amps Circuit Max: 2.50 Amps Regulated Load in Standby Device Type Model Number of Devices Current (Amps) Total Current (Amps) BPS2B MAINBOARD PSN-106 1 X 0.075000 = 0.075000 TOTAL STANDBY LOAD 0.075000 Regulated Load in ALARM Device Type Model Number of Devices Current Am s Total Current (Amps) BPS28 MAINBOARD S2B1 (See Voltage Drop Calculations) S2B2 (See Voltage Drop Calculations) S2B3 (See Voltage Drop Calculations) S2B4 (See Voltage Drop Calculations) S2B5 (See Voltage Drop Calculations) S2B6 See Voltage Drop Calculations PSN-106 1 X 0.075000 = 0.075000 0.784000 = 0.784000 0.882000 = 0.882000 0.784000 = 0.784000 0.000000 = 0.000000 0.000000 = 0.000000 0.000000 = 0.000000 TOTAL ALARM LOAD 2.525000 Battery Requirements Standby Load Current (Amps) Required Standby Time in Hours 0.075000 X 24.00000 = 1.800000 Alarm Load Current (Amps) Required Alarm Time in Hours 2.525000 X 0.083333 = 0.210417 Total Ampere Hours before derating factor Derating Factor X 2.010417 1.2 TOTAL AMPERE HOURS REQUIRED = 2.412500 BATTERIES TO BE PROVIDED 2 - 12v 7 AH BPS3A Battery Calculation PROJECT NAME: ANTHOLOGY OF EDMONDS Required Standby Time: 241 Hours Required Alarm Time: 51 Minutes System Manufacturer Potter 2/8/2023 AC Branch Current AC Branch Current: 2.00 Amps @ 120V Maximum NAC Output Panel Max: 10.00 Amps Circuit Max: 2.50 Amps Regulate Load in Standby Device Type Model Number of Devices Current Am s Total Current (Amps) BPS3A MAINBOARD PSN-106 1 X 0.075000 = 0.075000 TOTAL STANDBY LOAD 0.075000 Regulated Load in ALARM Device Type Model Number of Devices Current Am s Total Current (Amps) BPS3A MAINBOARD S3A1 (See Voltage Drop Calculations) S3A2 (See Voltage Drop Calculations) S3A3 (See Voltage Drop Calculations) S3A4 (See Voltage Drop Calculations) S3A5 (See Voltage Drop Calculations) S3A6 See Voltage Drop Calculations PSN-106 1 X 0.075000 = 0.075000 0.828000 = 0.828000 0.000000 = 0.000000 0.784000 = 0.784000 1.078000 = 1.078000 0.00000011 0.000000 0.000000T-=T 0.000000 TOTAL ALARM LOAD 2.765000 Battery Requirements Standby Load Current (Amps) Required Standby Time in Hours 0.075000 X 24.00000 = 1.800000 Alarm Load Current (Amps) Required Alarm Time in Hours 2.765000 X 0.083333 = 0.230417 Total Ampere Hours before derating factor Derating Factor X 2.030417 1.2 TOTAL AMPERE HOURS REQUIRED = 2.436500 BATTERIES TO BE PROVIDED 2 - 12v 7 AH BPS3B Battery Calculation PROJECT NAME: ANTHOLOGY OF EDMONDS Required Standby Time: 241 Hours Required Alarm Time: 51 Minutes System Manufacturer Potter 2/8/2023 AC Branch Current AC Branch Current: 2.00 Amps @ 120V Maximum NAC Output Panel Max: 10.00 Amps Circuit Max: 2.50 Amps Regulated Load in Standby Device Type Model Number of Devices Current (Amps) Total Current (Amps) BPS38 MAINBOARD PSN-106 1 X 0.075000 = 0.075000 TOTAL STANDBY LOAD 0.075000 Regulated Load in ALARM Device Type Model Number of Devices Current (Amps) Total Current (Amps) BPS3B MAINBOARD S3B1 (See Voltage Drop Calculations) S3B2 (See Voltage Drop Calculations) S3B3 (See Voltage Drop Calculations) S3B4 See Voltage Drop Calculations S3B5 (See Voltage Drop Calculations) S3B6 See Voltage Drop Calculations PSN-106 1 X 0.075000 = 0.075000 1.078000 = 1 A780 00 0.882000 = 0.882000 0.784000 = 0.784000 0.000000 = 0.000000 0.000000 = 0.000000 0.000000 = 0.000000 TOTAL ALARM LOAD 2.819000 Battery Requirements Standby Load Current (Amps) Required Standby Time in Hours 0.075000 X 24.00000 = 1.800000 Alarm Load Current (Amps) Required Alarm Time in Hours 2.819000 X 0.083333 = 0.234917 Total Ampere Hours before derating factor Derating Factor X 2.034917 1.2 TOTAL AMPERE HOURS REQUIRED = 2.441900 BATTERIES TO BE PROVIDED 2 - 12v 7 AH BPS4A Battery Calculation PROJECT NAME: ANTHOLOGY OF EDMONDS Required Standby Time: 24 Hours Required Alarm Time: 5 Minutes System Manufacturer Potter 2/8/2023 AC Branch Current AC Branch Current: 2.00 Amps @ 120V Maximum NAC Output Panel Max: 10.00 Amps Circuit Max: 2.50 Amps Regulated Load in Standby Device Type _T Model Number of Devices Current (Amps) Total Current (Amps) BPS4A MAINBOARD PSN-106 1 X 0.075000 = 0.075000 TOTAL STANDBY LOAD 0.075000 Regulated Load in ALARM Device Type Model Number of Devices Current (Amps) Total Current (Amps) 8PS4A MAINBOARD S4A1 (See Voltage Drop Calculations) S4A2 (See Voltage Drop Calculations) S4A3 (See Voltage Drop Calculations) S4A4 (See Voltage Drop Calculations) S4A5 (See Voltage Drop Calculations) S4A6 See Voltage Drop Calculations PSN-106 1 X 0.075000 = = 0.075000 0.828000 0.828000 0.000000 = 0.000000 1.268000 = 1.268000 1.078000 = 1.078000 0.000000 = 0.000000 0.000000 = 0.000000 TOTAL ALARM LOAD 3.249000 Battery Requirements Standby Load Current (Amps) Required Standby Time in Hours 0.075000 X 24.00000 = 1.800000 Alarm Load Current (Amps) Required Alarm Time in Hours 3.249000 X 0.083333 = 0.270750 Total Ampere Hours before derating factor Derating Factor X 2.070750 1.2 TOTAL AMPERE HOURS REQUIRED = 2.484900 BATTERIES TO BE PROVIDED 2 - 12v 7 AH BPS4B Battery Calculation PROJECT NAME: ANTHOLOGY OF EDMONDS Required Standby Time: 241 Hours Required Alarm Time: 51 Minutes System Manufacturer Potter 2/8/2023 AC Branch Current AC Branch Current: 2.00 Amps @ 120V Maximum NAC Output Panel Max: 10.00 Amps Circuit Max: 2.50 Amps Regulated Load in Standby Device Type Model Number of Devices Current (Amps) Total Current (Amps) BPS48 MAINBOARD PSN-106 1 X 0.075000 = 0.075000 TOTAL STANDBY LOAD 0.075000 Regulated Load in ALARM Device Type Model Number of Devices Current (Amps) Total Current (Amps) BPS4B MAINBOARD S461 (See Voltage Drop Calculations) S462 (See Voltage Drop Calculations) S463 (See Voltage Drop Calculations) S464 (See Voltage Drop Calculations) S465 (See Voltage Drop Calculations) S4B6 See Voltage Drop Calculations PSN-106 1 X 0.075000 = 0.075000 1.078000 = 1.078000 0.882000 = 0.882000 0.784000 = 0.784000 0.000000 = 0.000000 0.000000 = 0.000000 0.00000011 0.000000 TOTAL ALARM LOAD 2.819000 Battery Requirements Standby Load Current (Amps) Required Standby Time in Hours 0.075000 X 24.00000 = 1.800000 Alarm Load Current (Amps) Required Alarm Time in Hours 2.819000 X 0.083333 = 0.234917 Total Ampere Hours before derating factor Derating Factor X 2. 334 117 1.2 TOTAL AMPERE HOURS REQUIRED = 2.441900 BATTERIES TO BE PROVIDED 2 - 12v 7 AH BPS5A Battery Calculation PROJECT NAME: ANTHOLOGY OF EDMONDS Required Standby Time: 241 Hours Required Alarm Time: 51 Minutes System Manufacturer Potter 2/8/2023 AC Branch Current AC Branch Current: 2.00 Amps @ 120V Maximum NAC Output Panel Max: 10.00 Amps Circuit Max: 2.50 Amps Regulated Load in Standby Device Type Model Number Current of Devices Am s Total Current (Amps) BPS5A MAINBOARD PSN-106 1 X 0.075000 = 0.075000 TOTAL STANDBY LOAD 0.075000 Regulated Load in ALARM Device Type Model Number of Devices Current (Amps Total Current (Amps) BPS5A MAINBOARD S5A1 (See Voltage Drop Calculations) S5A2 (See Voltage Drop Calculations) S5A3 (See Voltage Drop Calculations) S5A4 See Voltage Drop Calculations S5A5 (See Voltage Drop Calculations) S5A6 See Voltage Drop Calculations PSN-106 1 X 0.075000 = 0.075000 0.828000 = 0.828000 0.000000 = 0.000000 0.784000 = 0.784000 1.078000 = 1.078000 0.000000 = 0.000000 0.000000 = 0.000000 TOTAL ALARM LOAD 2.765000 Battery Requirements Standby Load Current (Amps) Required Standby Time in Hours 0.075000 X 24.00000 = 1.800000 Alarm Load Current (Amps) Required Alarm Time in Hours 2.765000 X 0.083333 = 0.230417 Total Ampere Hours before derating factor Derating Factor X T. 330 117 1.2 TOTAL AMPERE HOURS REQUIRED = 2.436500 BATTERIES TO BE PROVIDED 2 - 12v 7 AH BPS5B Battery Calculation PROJECT NAME: ANTHOLOGY OF EDMONDS Required Standby Time: 241 Hours Required Alarm Time: 5 Minutes System Manufacturer Potter 2/8/2023 AC Branch Current AC Branch Current: 2.00 Amps ® 120V Maximum NAC Output Panel Max: 10.00 Amps Circuit Max: 2.50 Amps Regulated Load in Standby Device Type Model Number of Devices Current Am s Total Current (Amps) BPS56 MAINBOARD PSN-106 1 X 0.075000 = 0.075000 TOTAL STANDBY LOAD 0.075000 Regulated Load in ALARM Device Type Model Number of Devices Current (Amps) Total Current (Amps) BPS56 MAINBOARD S561 (See Voltage Drop Calculations) S562 (See Voltage Drop Calculations) S563 (See Voltage Drop Calculations) S584 (See Voltage Drop Calculations) S585 (See Voltage Drop Calculations) S5B6 See Voltage Drop Calculations PSN-106 1 X 0.075000 = 0.075000 1.078000 1.078000 = 0.882000 = 0.882000 0.784000 = 0.784000 0.000000 = 0.000000 0.000000 = 0.000000 0.000000 = 0.000000 TOTAL ALARM LOAD 2.819000 Battery Requirements Standby Load Current (Amps) Required Standby Time in Hours 0.075000 X 24.00000 = 1.800000 Alarm Load Current (Amps) Required Alarm Time in Hours 2.819000 X 0.083333 = 0.234917 Total Ampere Hours before derating factor Derating Factor X 2.034917 1.2 TOTAL AMPERE HOURS REQUIRED = 2.441900 BATTERIES TO BE PROVIDED 2 - 12v 7 AH BPS6A Battery Calculation PROJECT NAME: ANTHOLOGY OF EDMONDS Required Standby Time: 24 Hours Required Alarm Time: 5 Minutes System Manufacturer Potter 2/9/2023 AC Branch Current AC Branch Current: 2.00 Amps @ 120V Maximum NAC Output Panel Max: 10.00 Amps Circuit Max: 2.50 Amps Regulated Load in Standby Device Type Model Number of Devices Current (AMPS) Total Current (Amps) 8PS6A MAINBOARD PSN-106 1 X 0.075000 = 0.075000 TOTAL STANDBY LOAD 0.075000 Regulated Load in ALARM Device Type Model Number of Devices Current (Amps Total Current (Amps) BPS6A MAINBOARD S6A1 (See Voltage Drop Calculations) S6A2 (See Voltage Drop Calculations) S6A3 See Voltage Drop Calculations) S6A4 See Voltage Drop Calculations) S6A5 (See Voltage Drop Calculations) S6A6 See Voltage Drop Calculations PSN-106 1 X 0.075000 = 0.075000 0.581000 = 0.581000 0.743000 = 0.743000 1.268000 = 1.268000 0.686000 = 0.686000 0.000000 = 0.000000 0.000000 = 0.000000 TOTAL ALARM LOAD 3.353000 Battery Requirements Standby Load Current (Amps) Required Standby Time in Hours 0.075000 X 24.00000 = 1.800000 Alarm Load Current (Amps) Required Alarm Time in Hours 3.353000 X 0.083333 = 0.279417 Total Ampere Hours before derating factor Dera Ing Factor X 2.079417 1.2 TOTAL AMPERE HOURS REQUIRED = 2.495300 BATTERIES TO BE PROVIDED 2 - 12v 7 AH BPS6B Battery Calculation PROJECT NAME: ANTHOLOGY OF EDMONDS Required Standby Time: 24 Hours Required Alarm Time: 5 Minutes System Manufacturer Potter 2/8/2023 AC Branch Current AC Branch Current: 2.00 Amps ® 120V Maximum NAC Output Panel Max: 10.00 Amps Circuit Max: 2.50 Amps Regulated Load in Standby Device Type Model Number of Devices Current Am s Total Current (Amps) BPS6B MAINBOARD PSN-106 1 X 0.075000 = 0.075000 TOTAL STANDBY LOAD 0.075000 Regulated Load in ALARM Device Type Model Number of Devices Current Am s Total Current (Amps) BPS6B MAINBOARD S6B1 See Voltage Drop Calculations) S6B2 (See Voltage Drop Calculations) S6B3 (See Voltage Drop Calculations) S6B4 See Voltage Drop Calculations S6B5 (See Voltage Drop Calculations) S686 See Voltage Drop Calculations PSN-106 1 X 0.075000 = 0.075000 0.784000 = 0.784000 0.882000 = 0.882000 0.784000 = 0.784000 0.000000 = 0.000000 0.000000 = 0.000000 0.000000 = 0.000000 TOTAL ALARM LOAD 2.525000 Battery Requirements Standby Load Current (Amps) Required Standby Time in Hours 0.075000 X 24.00000 = 1.800000 Alarm Load Current (Amps) Required Alarm Time in Hours 2.525000 X 0.083333 = 0.210417 Total Ampere Hours before derating factor Dera Ing Factor X 2.010417 1.2 TOTAL AMPERE HOURS REQUIRED = 2.412500 BATTERIES TO BE PROVIDED 2 - 12v 7 AH WASHINGTON ALARM P: 360.733.133 1420 King St, Ste Bellingham, WA, 9822 www.washingtonalarm.corr WA Lic: WASHIA1282C Project Title ANTHOLOGY OF EDMONDS 21200 72ND AVE W EDMONDS, WA 98026 Project Numbers 21836-1 Issue & Revision Dates 2/9/2023 RO-INITIAL DESIGN 2/22/2023 R ES U BM ITTA L 3/20/2023 R ES U BMITTAL 5/1 /2023 RESUBMITTAL Sheet Title FIRE ALARM CALCULATIONS Prepared By Nicet Review B. Haws Brady B. Haws 138751 Expires 5/1/25 Sheet Number FA3,901 0 2023, WASHINGTON ALARM Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name ANTHOLOGY OF EDMONDS Circuit Number S1A1 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 volts 110 feet Gauge Per 1000 14 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 0.822 amps Spare Current Capacity 20% End of Line Voltage 19.02 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S1A1-1 ELHSC 177 0.208 110 19.84 0.555 2.72% S1A1-2 ELSTC 75 0.060 46 19.67 0.729 3.57% S1A1-3 ELSTC 15 0.022 18 19.61 0.790 3.87% S1A1-4 ELHSC 75 0.077 34 19.50 0.901 4.42% S1A1-5 ELSTC 15 0.022 18 19.45 0.951 4.66% S1A1-6 JELSTC 15 0.022 14 19.41 0.988 4.85% S1A1-7 ELHSC 30 0.046 43 19.301 1.097 5.38% S1A1-8 ELSTC 15 0.022 19 19.26 1.139 5.59% S1A1-9 ELSTC 30 0.030 26 19.21 1.194 5.85% S1A1-10 ELHSC 110 0.109 41 19.13 1.273 6.24% SlA1-11 ELSTC 15 0.022 36 19.08 1.318 6.46% SlA1-12 ELSTC 15 0.022 21 19.06 1.342 6.58% SlA1-13 ELSTC 110 0.086 23 19.04 1.364 6.69% SlA1-14 ELHSC 15 0.037 0.037 27 20 19.02 19.02 1.376 1.381 6.75% 6.77% S1A1-15 ELHSC 15 Totals 0.822 1 496 Notes: Vire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name ANTHOLOGY OF EDMONDS Circuit Number S1A2 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 volts Gauge Per 1000 170 feet 14 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 0.574 amps Spare Current Capacity 20% End of Line Voltage 19.27 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S1A2-1 ELHSC 110 0.109 170 19.80 0.599 2.94% S1A2-2 ELSTC 30 0.030 34 19.70 0.696 3.41% S1A2-3 ELHSC 30 0.046 31 19.62 0.779 3.82% S1A2-4 ELHSC 30 0.046 28 19.55 0.846 4.15% S1A2-5 ELSTC 15 0.022 27 19.50 0.903 4.43% S1A2-6 ELHSC 15 0.037 19 19.46 0.940 4.61% S1A2-7 ELSTC 15 0.022 22 19.42 0.979 4.80% S1A2-8 ELHSC 75 0.077 30 19.37 1.027 5.03% SIIA2-9 ELSTC 30 0.030 47 19.32 1.080 5.30% S1A2-10 ELHSC 30 0.046 32 19.291 1.111 5.447. S1A2-11 ELHSC 110 0.109 26 19.271 1.128 5.53% Totals 0.574 466 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name JANTHOLOGY OF EDMONDS Circuit Number S1A3 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 volts Gauge Per 1000 70 feet 14 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 1.040 amps Spare Current Capacity 20% End of Line Voltage 19.22 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S1A3-1 ELHSC 177 0.208 70 19.951 54 19.68 0.447 0.723 2.19% 3.547o S1A3-2 ELHSC 177 0.208 S 1 A3-3 ELHSC 177 0.208 57 19.46 0.941 4.61 % S1A3-4 ELHSC 177 0.208 1 0.208 63 64 19.30 19.22 1.102 1.184 5.40% 5.80% S1A3-5 ELHSC 177 Totals 1.040 1 308 Notes: Vire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name ANTHOLOGY OF EDMONDS Circuit Number S1A4 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 volts Gauge Per 1000 216 feet 14 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 0.044 amps Spare Current Capacity 20% End of Line Voltage 20.31 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S1A4-1 I ELST 15 0.0221 216 20.34 0.058 0.29% S1A4-2 I ELST 15 0.0221 201 20.31 0.086 0.42% Totals 0.044 1 417 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name JANTHOLOGY OF EDMONDS Circuit Number S1A5 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 35 volts feet Gauge 14 Per 1000 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 1.338 amps Spare Current Capacity 20% End of Line Voltage 17.33 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S1A5-1 I ELSTC 30 0.030 35 20.11 0.288 1.41% S1A5-2 ELHSC 177 0.208 53 19.69 0.713 3.50% S1 A5-3 ELHSC 177 0.208 70 19.21 1.186 5.81 % S1A5-4 ELHSC 177 0.208 70 18.83 1.569 7.69% S1A5-5 ELSTC 30 0.030 50 18.62 1.779 8.72% S1A5-6 ELHSC 177 0.208 230 17.70 2.703 13.25% S1A5-7 ELHSC 177 0.208 50 17.56 2.840 13.92% S1A5-8 ELST 30 0.030 51 17.49 2.914 14.29% S1A5-9 ELHSC 177 0.208 120 17.33 3.068 15.04% Totals 1.338 729 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name JANTHOLOGY OF EDMONDS Circuit Number S1A6 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 198 volts feet Gauge 14 Per 1000 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 0.278 amps Spare Current Capacity 20% End of Line Voltage 19.96 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S1A6-1 ELHS 30 0.046 198 20.06 20.05 0.338 0.352 1.66% 1.73% S1A6-2 ELHS 15 0.037 10 S1A6-3 ELHSC 30 0.046 24 1 20.02 0.381 1.87% S1A6-4 ELST 15 0.022 24 20.00 0.403 1.98% S1A6-5 ELST 15 0.022 21 19.98 0.419 2.06% S1A6-6 ELHS 15 0.037 22 19.97 0.433 2.12% S1A6-7 ELHS 30 0.046 10 19.96 0.438 2.15% S1A6-8 ELST 15 0.022 34 19.96 0.442 2.17% Totals 0.278 343 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name JANTHOLOGY OF EDMONDS Circuit Number S2A1 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 45 volts feet Gauge Per 1000 3.07 M14 Vire Gauge for balance of circuit 3.07 Max Output Current 2.50 amps Total Circuit Current 0.828 amps Spare Current Capacity 20% End of Line Voltage 18.72 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S2A1-1 ELSTC 15 0.022 45 20.17 0.229 1.12% S2A1-2 ELST 30 0.030 30 20.02 0.377 1.85% S2A1-3 ELST 15 0.022 22 19.92 0.482 2.36% S2A1-4 ELHSC 15 0.037 25 19.80 0.598 2.93% S2A1-5 ELHSC 177 0.208 52 19.57 0.827 4.05% S2A1-6 ELHSC 15 0.037 52 19.41 0.989 4.85% S2A1-7 ELST 75 0.060 44 19.28 1.117 5.47% S2A1-8 ELHSC 15 0.037 26 19.22 1.183 5.80% S2A1-9 ELST 15 0.022 38 19.13 1.270 6.23% S2A1-10 ELHSC 15 0.037 32 19.06 1.339 6.57% S2A1-11 ELHSC 15 0.037 48 18.97 1.433 7.02% S2A1-12 ELHSC 15 0.037 52 18.88 1.522 7.46% S2A1-13 ELHSC 15 0.037 52 18.80 1.599 7.84% S2A1-14 ELHSC 150 0.146 52 18.74 1.664 8.16% S2A1-15 ELHSC 15 0.037 0.022 48 16 18.72 18.72 1.682 1.684 8.24% 8.25% S2A1-16 ELST 15 Totals 0.828 634 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name JANTHOLOGY OF EDMONDS Circuit Number S2A2 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 volts Gauge Per 1000 50 feet 1 14 3.07 Wire Gauge for balance of circuit 1 14 3.07 Max Output Current 2.50 amps Total Circuit Current 0.480 amps Spare Current Capacity 207. End of Line Voltage 20.25 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S2A2-1 ASWP-24MCWH 185 0.480 50 20.25 0.147 0.72% Totals 1 0.480 1 50 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name ANTHOLOGY OF EDMONDS Circuit Number S2A3 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 22 volts Gauge Per 1000 feet 14 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 1.268 amps Spare Current Capacity 20% End of Line Voltage 19.08 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S2A3-1 ELST 15 0.022 22 20.23 0.171 0.84% S2A3-2 ELFHS 110 0.164 21 20.07 0.332 1.63% S2A3-3 ELFHN 0.098 34 19.84 0.558 2.73% S2A3-4 ELFHN 0.098 10 19.78 0.618 3.03% S2A3-5 ELFHS 110 0.164 65 19.43 0.972 4.76% S2A3-6 ELFHS 110 0.164 10 19.38 1.016 4.98% S2A3-7 ELST 15 0.022 22 19.31 1.092 5.35% S2A3-8 ELST 15 0.022 22 19.24 1.164 5.71 % S2A3-9 ELFHS 110 0.164 26 19.15 1.246 6.11 % S2A3-10 ELFHS 110 0.164 25 19.10 1.300 6.37% S2A3-11 ELFHS 110 0.164 0.022 10 29 19.09 19.08 1.311 1.315 6.43% 6.45% S2A3-12 ELST 15 Totals 1.268 296 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name JANTHOLOGY OF EDMONDS Circuit Number S2A4 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 82 volts Gau a Per 1000 feet 14 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 1.078 amps Spare Current Capacity 20% End of Line Voltage 19.09 volts Notification Appliance Manufacturer 1 Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S2A4-1 ELFHN 0.0981 0.098 82 24 19.86 0.543 2.66% S2A4-2 ELFHN 19.71 0.687 3.37% S2A4-3 ELFHN 0.098 16 19.63 0.774 3.79% S2A4-4 ELFHN 0.098 30 19.48 0.918 4.50% S2A4-5 ELFHN 0.098 18 19.41 0.994 4.87% S2A4-6 ELFHN 0.098 34 19.28 1.1171 5.47% S2A4-7 ELFHN 0.098 10 19.25 1.147 5.62% S2A4-8 ELFHN 0.098 34 19.17 1.229 6.02% S2A4-9 ELFHN 0.098 18 19.14 1.261 6.18% S2A4-10 ELFHN ELFHN 0.098 0.098 35 19.10 1.303 6.39% S2A4-11 10 19.09 1.309 6.42% Totals 1.078 311 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal . Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name JANTHOLOGY OF EDMONDS Circuit Number S2A5 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 158 volts Gauge Per 1000 feet 14 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 0.536 amps Spare Current Capacity 20% End of Line Voltage 19.74 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S2A5-1 ELST 15 0.022 158 24 19.88 0.520 2.55% S2A5-2 ELFHS 110 0.164 19.80 0.596 2.92% S2A5-3 ELFHS 110 0.164 23 19.75 0.645 3.16% S2A5-4 ELFHS 110 0.164 10 19.74 0.657 3.22% S2A5-5 ELST 15 0.022 19 19.74 0.659 3.23% Totals 1 0.536 1 234 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name ANTHOLOGY OF EDMONDS Circuit Number S3A1 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 45 volts feet Gauge Per 1000 14 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 0.828 amps Spare Current Capacity 20% End of Line Voltage 18.72 volts Notification Appliance Manufacturer Wheelock Circuit is within limits J Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S3A1-1 ELSTC 15 0.022 45 20.17 0.229 1.12% SW -2 ELST 30 0.030 30 20.02 0.377 1.85% SW -3 ELST 15 0.022 22 19.92 0.482 2.36% SW -4 ELHSC 15 0.037 25 19.80 0.598 2.93% SW -5 ELHSC 177 0.208 52 19.57 0.827 4.05% SW -6 ELHSC 15 0.037 52 19.41 0.9891 4.85% SW -7 ELST 75 0.060 44 19.28 1.117 5.47% SW -8 ELHSC 15 0.037 26 19.22 1.183 5.80% SW -9 ELST 15 0.022 38 19.13 1.270 6.23% S3A1-10 ELHSC 15 0.037 32 19.06 1.339 6.57% SW -11 ELHSC 15 0.037 48 18.97 1.433 7.02% S3A1-12 ELHSC 15 0.037 52 18.88 1.522 7.46% S3A1-13 ELHSC 15 0.037 52 18.80 1.599 7.84% S3A1-14 ELHSC 150 0.146 52 18.74 1.664 8.16% S3A1-15 ELHSC 15 0.037 48 18.72 1.682 8.24% SW -16 ELST 15 0.022 16 18.72 1.684 8.25% Totals 0.828 1 634 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name JANTHOLOGY OF EDMONDS Circuit Number S3A3 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 22 volts Gau a Per 1000 feet 14 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 0.784 amps Spare Current Capacity 20% End of Line Voltage 19.81 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S3A3-1 ELFHN 0.098 22 20.29 0.106 0.52% S3A3-2 ELFHN 0.098 21 20.21 0.194 0.95% S3A3-3 ELFHN 0.098 34 20.08 0.317 1.55% S3A3-4 ELFHN 0.098 10 20.05 0.347 1.70% S3A3-5 ELFHN 0.098 65 19.90 0.504 2.47% S3A3-6 ELFHN 0.098 29 19.84 0.556 2.73% S3A3-7 ELFHN ELFHN 0.098 25 19.81 19.81 0.586 0.592 2.87% 2.90% S3A3-8 0.098 10 Totals 0.784 1 216 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name JANTHOLOGY OF EDMONDS Circuit Number S3A4 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 82 volts feet Gauge Per 1000 14 3.07 Wire Gauge for balance of circuit 14 J 3.07 Max Output Current 2.50 amps Total Circuit Current 1.078 amps Spare Current Capacity 20% End of Line Voltage 1 19.091 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S3A4-1 ELFHN ELFHN 0.098 0.098 82 19.86 19.71 0.543 0.687 2.66% 3.37% S3A4-2 24 S3A4-3 ELFHN 0.098 16 19.63 0.774 3.79% S3A4-4 ELFHN 0.098 30 19.48 0.918 4.50% S3A4-5 ELFHN 0.098 18 19.41 0.994 4.87% S3A4-6 ELFHN 0.098 34 19.28 1.117 5.47% S3A4-7 ELFHN 0.098 10 19.25 1.147 5.62% S3A4-8 ELFHN 0.098 34 19.17 1.229 6.02% S3A4-9 ELFHN 0.098 18 19.14 1.261 6.18% S3A4-10 ELFHN ELFHN 0.098 35 19.101 1.303 6.39% S3A4-11 0.098 10 19.091 1.309 6.42% Totals 1.078 1 311 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name ANTHOLOGY OF EDMONDS Circuit Number S361 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 164 volts Gauge Per 1000 feet 14 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 1.078 amps Spare Current Capacity 20% End of Line Voltage 18.61 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S3B1-1 ELFHN 0.098 164 23 19.31 1 19.18 1.086 5.32% S3B1-2 ELFHN 0.098 1.224 6.00% S3B1-3 ELFHN 0.098 10 19.12 1.278 6.26% S381-4 ELFHN 0.098 26 19.00 1.403 6.88% S381-5 ELFHN 0.098 24 18.90 1.504 7.37% S381-6 ELFHN 0.098 16 18.84 1.562 7.66% S3B1-7 ELFHN 0.098 30 18.75 1.652 8.10% S3B1-8 ELFHN 0.098 19 18.70 1.698 8.32% S3B1-9 ELFHN 0.098 31 18.65 1.754 8.60% S3B1-10 ELFHN 0.098 22 18.62 1.780 8.73% S3B1 -111 ELFHN 0.098 18 1 18.61 1.791 8.78% Totals 1.078 1 383 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name ANTHOLOGY OF EDMONDS Circuit Number S262 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 volts Gauge Per 1000 155 feet 14 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 0.882 amps Spare Current Capacity 20% End of Line Voltage 19.14 volts Notification Appliance Manufacturer Wheelock Circuit is within limits J Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S282-1 ELFHN 0.0981 155 19.56 0.839 4.11% S2B2-2 ELFHN 0.098 10 19.51 0.888 4.35% S2B2-3 ELFHN 0.098 30 19.39 1.014 4.97% S2B2-4 ELFHN 0.098 10 19.35 1.050 5.15% S2B2-5 ELFHN 0.098 28 19.27 1.134 5.56% S282-6 ELFHN 0.098 16 19.23 1.173 5.75% S262-7 ELFHN 0.098 30 19.17 1.227 6.01 % S262-8 ELFHN 0.098 17 19.15 1.247 6.11 % S21132-9 ELFHN 0.098 24 19.14 1.262 6.19% Totals 0.882 320 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name JANTHOLOGY OF EDMONDS Circuit Number S363 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 volts Gauge Per 1000 110 feet 14 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 0.784 amps Spare Current Capacity 20% End of Line Voltage 19.56 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S383-1 ELFHN 0.098 110 19.87 0.530 0.572 2.60% 2.80% S3B3-2 ELFHN 0.098 10 19.83 S3B3-3 ELFHN 0.098 29 19.72 0.676 3.32% S3B3-4 ELFHN 0.098 10 19.69 0.706 3.46% S3B3-5 ELFHN 0.098 29 19.62 0.776 3.80% S3B3-6 ELFHN 0.098 10 19.61 0.794 3.89% S3B3-7 ELFHN 0.098 29 19.57 0.829 4.06% S383-8 ELFHN 0.098 10 19.56 0.835 4.09% Totals 0.784 1 237 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name ANTHOLOGY OF EDMONDS Circuit Number S4A1 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 volts 45 feet Gauge Per 1000 14 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 0.828 amps Spare Current Capacity 20% End of Line Voltage 18.72 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S4A1-1 ELSTC 15 0.022 45 20.17 0.229 1.12% S01-2 ELST 30 0.030 30 20.02 0.377 1.85% S4A1-3 ELST 15 0.022 22 19.92 0.482 2.36% S4A1-4 ELHSC 15 0.037 25 19.80 0.598 2.93% S4A1-5 ELHSC 177 0.208 52 19.57 0.827 4.05% S4A1-6 ELHSC 15 0.037 52 19.41 0.989 4.85% S4A1-7 ELST 75 0.060 44 19.28 1.117 5.47% S4A1-8 ELHSC 15 0.037 26 19.22 1.183 5.80% S4A1-9 ELST 15 0.022 38 19.13 1.270 6.23% S01-10 ELHSC 15 0.037 32 19.06 1.339 6.57% S4A1-11 ELHSC 15 0.037 48 18.97 1.433 7.02% S01-12 ELHSC 15 0.037 52 18.88 1.522 7.46% S01-13 ELHSC 15 0.037 52 18.80 1.599 7.847o S01-14 ELHSC 150 0.146 52 18.74 1.664 8.16% S01-15 ELHSC 15 0.037 48 18.72 1.682 8.247o S01-16 ELST 15 0.022 16 18.72 1.684 8.25% Totals 0.828 1 634 Notes: Vire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name JANTHOLOGY OF EDMONDS Circuit Number S4A3 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 volts Gauge 22 feet 14 Per 1000 3.07 Vire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 1.268 amps Spare Current Capacity 20% End of Line Voltage 19.08 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S4A3-1 ELST 15 0.022 0.164 22 21 20.23 20.07 0.171 0.332 0.847* 1.63% S4A3-2 ELFHS 110 S4A3-3 ELFHN 0.098 34 19.84 0.558 2.73% S4A3-4 ELFHN 0.098 10 19.78 0.618 3.03% S4A3-5 ELFHS 110 0.164 65 19.43 0.972 4.76% S4A3-6 ELFHS 110 0.164 10 19.38 1.016 4.98% S4A3-7 ELST 15 0.022 22 19.31 1.092 5.35% S4A3-8 ELST 15 0.022 22 19.24 1.164 5.71 % S4A3-9 ELFHS 110 0.164 26 19.15 1.246 6.11 % S4A3-10 ELFHS 110 0.164 25 19.10 1.300 6.37% S03-11 ELFHS 110 0.164 10 19.09 1.311 6.43% S4A3-12 ELST 15 0.022 29 19.08 1.315 6.45% Totals 1.268 1 296 Notes: Vire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name JANTHOLOGY OF EDMONDS Circuit Number S4A4 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 volts Gauge 82 feet 14 Per 1000 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 1.078 amps Spare Current Capacity 20% End of Line Voltage 19.09 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S4A4-1 ELFHN 0.098 0.098 0.098 82 24 16 19.86 19.71 19.63 0.543 0.687 0.774 2.66% 3.37% 3.79% S4A4-2 ELFHN S4A4-3 ELFHN S4A4-4 ELFHN 0.098 30 19.48 0.918 4.50% S4A4-5 ELFHN 0.098 18 19.41 0.994 4.87% S4A4-6 ELFHN 0.098 34 19.28 1.117 5.47% S4A4-7 ELFHN 0.098 0.098 10 34 19.25 19.17 1.147 1.229 5.62% 6.02% S4A4-8 ELFHN ELFHN ELFHN ELFHN S4A4-9 0.098 18 19.14 1.261 6.18% S4A4-10 0.098 35 19.10 1.303 6.39% S4A4-11 0.098 10 19.09 1.309 6.42% Totals 1.078 1 311 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). WASHINGTON ALARM P: 360.733.133 1420 King St, Ste Bellingham, WA, 9822 www.washingtonalarm.corr WA Lic: WASHIA1282C Project Title ANTHOLOGY OF EDMONDS 21200 72ND AVE W EDMONDS, WA 98026 Project Numbers 21836-1 Issue & Revision Dates 2/9/2023 RO-INITIAL DESIGN 2/22/2023 R ES U BM ITTA L 3/20/2023 R ES U BMITTAL 5/1 /2023 RESUBMITTAL Sheet Title FIRE ALARM CALCULATIONS Prepared By Nicet Review B. Haws Brady B. Haws 138751 Expires 5/1/25 Sheet Number FA3,002 0 2023, WASHINGTON ALARM Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name JANTHOLOGY OF EDMONDS Circuit Number S4B1 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 164 volts feet Gauge Per 1000 14 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 1.078 amps Spare Current Capacity 20% End of Line Voltage 18.61 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S461-1 ELFHN 0.098 164 19.31 1.086 5.32% S461-2 ELFHN 0.098 23 19.18 1.224 6.00% S461-3 ELFHN 0.098 10 19.12 1.278 6.26% S461-4 ELFHN 0.098 26 19.00 1.403 6.88% S461-5 ELFHN 0.098 24 18.90 1.504 7.37% S461-6 ELFHN 0.098 16 18.84 1.562 7.66% S461-7 ELFHN 0.098 30 18.75 1.652 8.10% S461-8 ELFHN 0.098 19 18.70 1.698 8.32% S461-9 ELFHN 0.098 31 18.65 1.754 8.60% S461-10 ELFHN 0.098 22 18.62 1.780 8.73% S461-11 ELFHN 0.098 18 18.61 1.791 8.78% Totals 1.078 383 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name JANTHOLOGY OF EDMONDS Circuit Number IS482 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 155 volts feet Gauge 14 Per 1000 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 0.882 amps Spare Current Capacity 20% End of Line Voltage 19.14 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S4B2-1 ELFHN 0.098 155 10 30 10 19.56 19.51 19.39 19.35 0.839 0.888 1.014 1.050 4.11% 4.35% 4.97% 5.15% S462-2 ELFHN 0.098 S462-3 ELFHN 0.098 S462-4 ELFHN 0.098 S462-5 ELFHN 0.098 28 19.27 1.134 5.56% S462-6 ELFHN 0.098 16 19.23 1.173 5.75% S462-7 ELFHN 0.098 30 19.17 1.227 6.01 % S462-8 ELFHN 0.098 17 19.15 1.247 6.11 % S462-9 ELFHN 0.098 24 19.14 1.262 6.19% Totals 1 0.882 320 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name JANTHOLOGY OF EDMONDS Circuit Number S463 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 110 volts Gauge feet 14 Per 1000 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 0.784 amps Spare Current Capacity 207. End of Line Voltage 19.56 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S463-1 ELFHN 0.098 0.098 110 10 1 19.87 0.530 2.60% S463-2 ELFHN 19.83 0.572 2.80% S463-3 ELFHN 0.098 29 19.72 0.676 3.32% S463-4 ELFHN 0.098 10 19.69 0.706 3.46% S463-5 ELFHN 0.098 29 19.62 0.776 3.80% S463-6 ELFHN 0.098 10 19.61 0.794 3.89% S463-7 ELFHN ELFHN 0.098 0.098 29 19.57 0.829 4.06% S463-8 10 19.56 0.835 4.09% Totals 0.784 1 237 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name JANTHOLOGY OF EDMONDS Circuit Number S5A1 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 45 volts Gauge Per 1000 feet 14 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 0.828 amps Spare Current Capacity 20% End of Line Voltage 18.72 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S5A1-1 ELSTC 15 0.022 45 20.17 0.229 1.12% S5A1-2 ELST 30 0.030 30 20.02 0.377 1.85% S5A1-3 ELST 15 0.022 22 19.92 0.482 2.36% S5A1-4 ELHSC 15 0.037 25 19.80 0.598 2.93% S5A1-5 ELHSC 177 0.208 52 19.57 0.827 4.05% S5A1-6 ELHSC 15 0.037 52 19.41 0.989 4.85% S5A1-7 ELST 75 0.060 44 19.28 1.117 5.47% S5A1-8 ELHSC 15 0.037 26 19.22 1.183 5.80% S5A1-9 ELST 15 0.022 38 19.13 1.270 6.23% S5A1-10 ELHSC 15 0.037 32 19.06 1.339 6.57% S5A1-11 ELHSC 15 0.037 48 18.97 1.433 7.02% S5A1-12 ELHSC 15 0.037 52 18.88 1.522 7.46% S5A1-13 ELHSC 15 0.037 52 18.80 1.599 7.84% S5A1-14 ELHSC 150 0.146 52 18.74 1.664 8.16% S5A1-15 ELHSC 15 0.037 48 18.72 1.682 8.24% S5A1-16 ELST 15 1 0.0221 16 18.72 1.684 8.25% Totals 0.828 1 634 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name JANTHOLOGY OF EDMONDS Circuit Number S5A3 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 22 volts Gau a Per 1000 feet 14 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 0.784 amps Spare Current Capacity 20% End of Line Voltage 19.81 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S5A3-1 ELFHN 0.098 22 20.29 0.106 0.52% S5A3-2 ELFHN 0.098 0.098 21 34 20.21 20.08 0.194 0.317 0.95% 1.55% S5A3-3 ELFHN S5A3-4 ELFHN 0.098 10 20.05 0.347 1.70% S5A3-5 ELFHN 0.098 65 19.90 0.504 2.47% S5A3-6 ELFHN 0.098 29 19.84 0.556 2.73% S5A3-7 ELFHN 0.098 25 19.81 0.586 2.87% S5A3-8 ELFHN 0.098 10 19.81 0.592 2.90% Totals 0.784 1 216 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name JANTHOLOGY OF EDMONDS Circuit Number S5A4 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 82 volts Gauge Per 1000 feet 1 14 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 1.078 amps Spare Current Capacity 20% End of Line Voltage 19.09 volts Notification Appliance Manufacturer Wheelock Circuit is within limits J Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S5A4-1 ELFHN 0.0981 0.098 82 24 19.86 19.71 0.5431 2.66% S5A4-2 ELFHN 0.687 3.37% S5A4-3 ELFHN 0.098 16 19.63 0.774 3.79% S5A4-4 ELFHN 0.098 30 19.48 0.918 4.50% S5A4-5 ELFHN 0.098 18 19.41 0.994 4.87% S5A4-6 ELFHN 0.098 34 19.28 1.117 5.47% S5A4-7 ELFHN 0.098 10 19.25 1.147 5.62% S5A4-8 ELFHN 0.098 34 19.17 1.229 6.02% S5A4-9 ELFHN 0.098 18 19.14 1.261 6.18% S5A4-10 ELFHN 0.098 0.098 35 10 19.10 19.09 1.303 1.309 6.39% 6.42% S5A4-11 ELFHN Totals 1.078 311 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name JANTHOLOGY OF EDMONDS Circuit Number S561 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 164 volts Gauge feet 14 Per 1000 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 1.078 amps Spare Current Capacity 20% End of Line Voltage 18.61 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S5B1-1 ELFHN 0.098 164 19.31 1.086 5.32% S581-2 ELFHN 0.098 23 19.18 1.224 6.00% S581-3 ELFHN 0.098 10 19.12 1.278 6.26% S581-4 ELFHN 0.098 26 19.00 1.403 6.88% S5B1-5 ELFHN 0.098 24 18.90 1.504 7.37% S5B1-6 ELFHN 0.098 16 18.84 1.562 7.66% S5B1-7 ELFHN 0.098 30 18.75 1.652 8.10% S5B1-8 ELFHN 0.098 0.098 19 31 18.70 18.65 1.698 1.754 8.32% 8.60% S5B1-9 ELFHN S5B1-10 ELFHN ELFHN 0.098 22 18.621 1.780 8.73% S561-11 0.098 18 18.611 1.791 8.78% Totals 1.078 1 383 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name ANTHOLOGY OF EDMONDS Circuit Number S562 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 155 volts Gau a Per 1000 feet 14 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 0.882 amps Spare Current Capacity 20% End of Line Voltage 19.14 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S562-1 ELFHN 0.098 0.098 0.098 155 10 30 19.56 19.51 19.39 0.839 0.888 1.014 4.11% 4.35% 4.97% S562-2 ELFHN S562-3 ELFHN S562-4 ELFHN 0.098 0.098 10 28 19.35 19.27 1.050 1.134 5.15% 5.56% S562-5 ELFHN S562-6 ELFHN 0.098 16 19.23 1.173 5.75% S5B2-7 ELFHN 0.098 30 19.17 1.227 6.01 % S5B2-8 ELFHN 0.098 17 19.15 1.247 6.11 % S562-9 ELFHN 0.098 24 19.14 1.262 6.19% Totals 0.882 320 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name ANTHOLOGY OF EDMONDS Circuit Number S563 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 110 volts Go u a Per 1000 feet 14 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 0.784 amps Spare Current Capacity 20% End of Line Voltage 19.56 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S5B3-1 ELFHN 0.098 0.098 110 10 19.87 0.530 2.60% S5B3-2 ELFHN 19.83 0.572 2.80% S5B3-3 ELFHN 0.098 29 19.72 0.676 3.32% S5B3-4 ELFHN 0.098 10 19.69 0.706 3.46% S563-5 ELFHN 0.098 29 19.62 0.776 3.80% S563-6 ELFHN 0.098 10 19.61 0.794 3.89% S563-7 ELFHN 0.098 29 19.57 0.829 4.06% S583-8 ELFHN 0.098 10 19.56 0.835 4.09% Totals 0.784 1 237 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 9 2023 Project Name JANTHOLOGY OF EDMONDS Circuit Number S6A1 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage 16.0 volts Gauge Per 1000 Distance from source to 1st device 23 feet 14 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 0.581 amps Spare Current Capacity 20% End of Line Voltage 19.07 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S6A1-1 ELSTC 15 0.0221 23 20.32 40 20.18 0.082 0.40% S6A1-2 ELSTC 15 0.022 0.219 1.08% S6A1-3 ELSTC 15 0.022 50 20.02 0.384 1.88% S6A1-4 ELST 15 0.022 23 19.94 0.457 2.247. S6A1-5 ELHSC 15 0.037 19 19.89 0.514 2.52% S6A1-6 ELHSC 15 0.037 55 19.73 0.668 3.28% S6A1-7 ELST 15 0.022 46 19.61 0.787 3.86% S6A1-8 ELHSC 15 0.037 26 19.55 0.850 4.17% S6A1-9 ELST 15 0.022 33 19.48 0.923 4.52% S6A1-10 ELST 15 0.022 33 19.41 0.992 4.86% S6A1-11 ELHSC 15 0.037 27 19.36 1.044 5.12% S6A1-12 ELHSC 15 0.037 48 19.27 1.126 5.52% S6A1-13 ELHSC 15 0.037 52 19.20 1.203 5.90% S6A1-14 ELHSC 15 0.037 52 19.13 1.269 6.22% S6A1-15 ELHSC 150 0.146 52 19.08 1.323 6.48% S6A1-16 ELST 15 0.022 48 19.07 1.329 6.51 % Totals 0.581 1 627 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC 73-inflo Point NAL; voltage Drop Ualculation Project Name ANTHOLOGY OF EDMONDS Circuit Number S6A2 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage 16.0 volts Gauge Per 1000 Distance from source to 1st device 47 feet 14 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 0.743 amps Spare Current Capacity 20% End of Line Voltage 19.80 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S6A2-1 ELHS 110 0.109 47 20.19 0.214 1.05% S6A2-2 ELHSC 75 0.077 37 20.04 0.358 1.76% S6A2-3 ELHS 75 0.077 63 19.83 0.574 2.81 % S6A2-4 ASWP-24MCWH 185 0.480 10 19.80 0.603 2.96% Totals 0.743 157 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name JANTHOLOGY OF EDMONDS Circuit Number S6A3 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 22 volts Gauge Per 1000 feet 14 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 1.268 amps Spare Current Capacity 20% End of Line Voltage 19.08 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S6A3-1 ELST 15 0.022 0.164 22 21 20.23 20.07 0.171 0.84% S6A3-2 ELFHS 110 0.332 1.63% S6A3-3 ELFHN 0.098 34 19.84 0.558 2.73% S6A3-4 ELFHN 0.098 10 19.78 0.618 3.03% S6A3-5 ELFHS 110 0.164 65 19.43 0.972 4.76% S6A3-6 ELFHS 110 0.164 10 19.38 1.016 4.98% S6A3-7 ELST 15 0.022 22 19.31 1.092 5.35% S6A3-8 ELST 15 0.022 22 19.24 1.164 5.71 % S6A3-9 ELFHS 110 0.164 26 19.15 1.246 6.11 % S6A3-10 ELFHS 110 0.164 25 19.10 1.300 6.37% S6A3-11 ELFHS 110 0.164 10 19.091 1.311 6.43% S6A3-121 ELST 15 0.022 29 19.081 1.315 6.45% Totals 1.268 296 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name JANTHOLOGY OF EDMONDS Circuit Number S6A4 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 106 volts Gauge Per 1000 feet 1 14 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 0.686 amps Spare Current Capacity 20% End of Line Voltage 19.66 volts Notification Appliance Manufacturer 1 Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S6A4-1 ELFHN 0.0981 106 18 19.95 19.89 0.446 2.19% S6A4-2 ELFHN 0.098 0.511 2.51 % S6A4-3 ELFHN 0.098 35 19.78 0.617 3.02% S6A4-4 ELFHN 0.098 10 19.76 0.641 3.147. S6A4-5 ELFHN 0.098 36 19.69 0.706 3.46% S6A4-6 ELFHN 0.098 23 19.67 0.733 3.60% S6A4-7 ELFHN 0.098 10 19.661 0.740 3.63% Totals 0.686 1 238 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name JANTHOLOGY OF EDMONDS Circuit Number IS681 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 volts Gauge 199 feet 14 Per 1000 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 0.784 amps Spare Current Capacity 20% End of Line Voltage 19.05 volts Notification Appliance Manufacturer Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S661-1 ELFHN 0.0981 0.098 199 24 19.44 19.34 0.958 1.059 4.70% 5.19% S6131-2 ELFHN S6131-3 ELFHN 0.098 16 19.28 1.117 5.47% S6131-4 ELFHN 0.098 30 19.19 1.207 5.92% S6131-5 ELFHN 0.098 19 19.15 1.253 6.14% S6131-6 ELFHN 0.098 0.098 31 22 19.09 19.06 1.309 1.335 6.42% 6.55% S6131-7 ELFHN ELFHN S661-8 0.098 18 1 U5 1.346 6.60% Totals 0.784 359 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name JANTHOLOGY OF EDMONDS Circuit Number IS682 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 volts Gauge 155 feet 14 Per 1000 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 0.882 amps Spare Current Capacity 20% End of Line Voltage 19.14 volts Notification Appliance Manufacturer 1 Wheelock Circuit is within limits Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S6132-1 ELFHN 0.098 0.098 0.098 0.098 0.098 0.098 155 10 30 10 28 16 19.56 19.51 19.39 19.35 19.27 19.23 0.839 0.888 1.014 1.050 1.134 1.173 4.11% 4.35% 4.97% 5.15% 5.56% 5.75% S6B2-2 ELFHN S6132-3 ELFHN S6132-4 ELFHN S662-5 ELFHN S6132-6 ELFHN ELFHN ELFHN I ELFHN S6132-7 0.098 30 19.17 1.227 6.01 % S6132-8 0.098 17 19.15 1.247 6.11 % S662-9 0.098 24 19.14 1.262 6.19% Totals 0.882 1 320 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 2 8 2023 Project Name JANTHOLOGY OF EDMONDS Circuit Number IS683 Nominal System Voltage 20.4 volts Wire Resistance Minimum Device Voltage Distance from source to 1st device 16.0 volts Gauge Per 1000 110 feet 14 3.07 Wire Gauge for balance of circuit 14 3.07 Max Output Current 2.50 amps Total Circuit Current 0.784 amps Spare Current Capacity 20% End of Line Voltage 19.56 volts Notification Appliance Manufacturer 1 Wheelock Circuit is within limits I Distance Circuit Device Device Previous Voltage Drop From Percent Identifier Type Current Device at Device Source Drop S6133-1 ELFHN 0.098 110 19.87 0.530 2.60% S6133-2 ELFHN 0.098 10 19.83 0.572 2.80% S6133-3 ELFHN 0.098 29 19.72 0.676 3.32% S6133-4 ELFHN 0.098 10 19.69 0.706 3.46% S6133-5 ELFHN 0.098 29 19.62 0.776 3.80% S6B3-6 ELFHN 0.098 0.098 10 29 19.61 19.57 0.794 0.829 3.89% 4.06% S6133-7 ELFHN ELFHN S663-8 0.098 10 19.56 0.835 4.09% Totals 0.784 1 237 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). WASHINGTON ALARM P: 360.733.133 1420 King St, Ste Bellingham, WA, 9822 www.washingtonalarm.corr WA Lic: WASHIA1282C Project Title ANTHOLOGY OF EDMONDS 21200 72ND AVE W EDMONDS, WA 98026 Project Numbers 21836-1 Issue & Revision Dates 2/9/2023 RO-INITIAL DESIGN 2/22/2023 R ES U BM ITTA L 3/20/2023 R ES U BMITTAL 5/1 /2023 RESUBMITTAL Sheet Title FIRE ALARM CALCULATIONS Prepared By Nicet Review B. Haws Brady B. Haws 138751 Expires 5/1/25 Sheet Number FA3003 0 2023, WASHINGTON ALARM WASHINGTON ALARM P: 360.733.133 1420 King St, Ste Bellingham, WA, 9822 1 2 3 4 5 6 7 8 9 10 12 13 www.washingtonalarm.co WA Lic: WASHIAI282C A LML B Project Title ANTHOLOGY OF EDMONDS 21200 72ND AVE W C EDMONDS, WA 9802600, D Project Numbers 21836-1 Issue 8. Revision Dates 2/9/2023 RO-INITIAL DESIGN E 2/22/2023 R ES U BM ITTA L 3/20/2023 R ES U BMITTAL 5/ 1 /2023 RESU BMITTAL T71- FD3 S1A6 G IL H04 J K Sheet Title FIRE ALARM/ L TWC SYSTEM DRAWING PROJECT NORTH Prepared By Nicet Review FIRE ALARM/TWC SYSTEM: PARKING LEVEL PLAN B.Haws Brady B.Haws 1 SCALE: 1 /8" = 1' 138751 Expires 5/1/25 Sheet Number FA4000 0 2023, WASHINGTON ALARM 12'-5 14'-4 23'-3 27'-3 13'-8 9'-5 1 /2" 1 /2" 6'-2" 13'-0" 18'-6" 1 /2" 28'_g" 1 /2" 3/4» 3/4" 23,_7„ FA & WC CIRCUITS HOM RUN TO HEAD ENDS IN RISER 1 2" EMT ALL TWC CONDUIT RUNS TW1=16GA 4C FPLR, WHITE JACKET 3 4» EMT TYP ALL FA CONDUIT RUNS TW2=CAT5, PLEASE DON'T USE BLUE OR WHITE S1A5=(2) 14GA THHN TW1 O S1A6=(2) 14GA THHN � O 0 0 O 0 0 0 0 0 0 MAINT. I D3 0008 STOR. .' S1A6 0007 7 S1 A5-5 S1A5-1 I i 3 NORTH FIRE ALARM: LEVEL 1 PLAN 1 SCALE: 1 /8" = 1' Ll 11 / RUNI IN SLAB IN L IF Ill— I FF % DIN L0 it Aq PF U DIN 1 2 3 4 5 6 7 8 9 10 12 12'-5 14'-4 23'-3 27'-3 13'-8 9'-5 1 /2„ 1 /2» 6'-2" 13'-0" 18'-6" 1 /2„ 28'-6" 1 /2„ 3/4„ 3 WASHINGTON ALARM P: 360.733.133 1420 King St, Ste Bellingham, WA, 9822 www.washingtonalarm.co WA Lic: WASHIA1282C Project Title ANTHOLOGY OF EDMONDS 21200 72ND AVE W EDMONDS, WA 98026 Project Numbers 21836-1 Issue & Revision Dates 2/9/2023 RO-INITIAL DESIGN 2/22/2023 RESUBMITTAL 3/20/2023 R ES U BMITTAL 5/1 /2023 RESUBMITTAL Sheet Title FIRE ALARM/ TWC SYSTEM DRAWING Prepared By Nicet Review B. Haws Brady B. Haws 138751 Expires 5/1/25 Sheet Number FA4,001 ® 2023, WASHINGTON ALARM 1 2 3 4 5 6 T 8 9 10 12 13 WASHINGTON ALARM P: 360.733.133 1420 King St, Ste Bellingham, WA, 9822 www.washingtonalarm.cory WA Lic: WASHIA1282C LJ L B L� J�> I Project Title I L 11 L4 ANTHOLOGY OF EDMONDS , �] Q I 21200 72ND AVE W C EDMONDS, WA 98026 �F D Project Numbers 21836-1 Issue & Revision Dates El 2/9/2023 RO-INITIAL DESIGN E 2/22/2023 RESUBMITTAL 3/20/2023 RESUBMITTAL 5/1 /2023 RESUBMITTAL F G H J K Sheet Title FIRE ALARM/ L TWC SYSTEM DRAWING M NORTH F IRE ALARM: LEVEL 2 PLAN Prepared By Nicet Review 1 SCALE: 1 /8" - 1' B. Haws Brady B. Haws 138751 Expires 5/1/25 Sheet Number FA4*02 ® 2023, WASHINGTON ALARM 12'-5 5/8» 14'-4 1 /2" 6'-2" 13'-0" 18'-6" 23'-3 1 �2» 28'-6" 27'-3 1 /2» 13'-8 3/4» 9'-5 3/4" 23'-7" S2Aal S2A4-1 O S2A4-7 IL—C3 ❑ 218 H S2B1 S2B1 H O RUN S2 11 S10CD 5- cD�L—C1 TYPE S2A5-2 � 216 110CD S2A5 S A5 IL—B5 214 S2A4 IL—B1 212 H S2A4 S2A4-9 H H S2A4-6 IL—B6 210 IL—B1 208 M. H S2A4 2A4 S2A4-3 S2A4 H IL � H 206 S B SZB1 P B S 1-2 WASHINGTON ALARM P: 360.733.133 1420 King St, Ste 1 2 3 4 5 6 7 8 9 10 12 13 Bellingham, WA, 9822 www.washingtonalarm.co WA Lic: WASHIA1282C r L] L A B11, Project Title In I CIE ANTHOLOGY OF 0 17 0 6 0 .06 EDMONDS 21200 72ND AVE W C EDMONDS, WA 98026 13 D Project Numbers 21836-1 Issue 8� Revision Dates 2/9/2023 RO-INITIAL DESIGN E 2/22/2023 RESUBMITTAL 3/20/2023 RESUBMITTAL Ll 5/1 /2023 RESUBMITTALUN LLVff`1 F rQ G H J K Sheet Title 11 FIRE ALARM/ L F-1 11 71 Ell TWC SYSTEM DRAWING M NORTH F IRE ALARM: LEVEL 3 PLAN Prepared By Nicet Review 1 SCALE: 1 /8" — 1' B. Haws Brady B. Haws 138751 Expires 5/1/25 Sheet Number FA4*03 ® 2023, WASHINGTON ALARM 12'-5 14'-4 23'-3 27'-3 13'-8 9'-5 5�8» 1 �2„ 6'-2" 13'-0" 18'-6" 1 �2„ 2g'-6" 1 �2„ 3�4„ 3�4„ 23'-7„ CLR IL—C3 � IL—Cl IL—B5 IL—B1 6 IL—B1 318 316 314 312 �3—io:E S3AaiH S3A4-1 S3A4-7 S3B1 S3B1-4 H H H S3A4-6 "3A4 S3A4-3 S3A4 S H H B1 2 " IL—C3 S3B1 ❑ H S 1-5 S3B1- H 361-1 S3 1 HOM UN S3A4 S3A4 S3A4 � " 306 S361 S3B1 BP 3B H H S 53A4-9 ❑ S3A4-5 361 u S3A4-8 c � S3A4-4 ❑� ❑ � S3B1-6 " ° S3A4 rn `''� S3B1 0 15CD S3A1 177CD S3A1 1.4 H S3A4-1 S3A1 15CD S3A1 S3A4 cM 6-008 cM 6-007 6-005 6-004 cM1 D S3 OMERUN �j � � SP 3100 SP p SP ' BP A cfl U p6 SP p6 SP 6-00 361 ° S3A1-7 � 15CD STOR. ❑ � S3 3005 o 0 Qa Ds S3A1-2 S3B1-8 " s EIE 30CD S3 3A1 ❑ O� � ❑� ELEV. T TWC 30�® ER SUPPLY, SEE FA4.01 15CD ❑ 1:1 ° S3A3-8 F"A. I L— B 1 ❑ 6-006 S3A3-7 " J A N 320 S3B1 -010 D6 03 Ds O I L— 1 � s P TW1 ao S3A6- I L— C 4 " S3A6- I L— B 7 30 0 \ S3 �TlV�O6""3A6-1HOMERU3A115 S3A6 S3A6 S3A6 S3A6 " H 6-001 LH S3A6 S3A6-2 S3A6 3P53A T 2 S A6-6 6-002 S3A3 IL—A2 SP ELEV O ERUNT�L�� 1 E D6 s 6-003 6-oil I L— B 2 + MA TER 1 2 3 4 6 9 10 12 13 5 7 8 WASHINGTON ALARM P: 360.733.133 1420 King St, Ste Bellingham, WA, 9822 www.washingtonalarm.cory WA Lic: WASHIA1282C A Lij —1 416 Project Title ANTHOLOGY OF EDMONDS 21200 72ND AVE W C EDMONDS, WA 98026 p Project Numbers 21836-1 El 1:1 t� Issue 8� Revision Dates 2/9/2023 RO-INITIAL DESIGN E 2/22/2023 RESUBMITTAL 3/20/2023 RESUBMITTAL 5/1 /2023 RESUBMITTALAl F G H J K Sheet Title FIRE ALARM/ L TWC SYSTEM DRAWING M NORTH F IRE ALARM: LEVEL 4 PLAN Prepared By Nicet Review 1 SCALE: 1 /8" - 1' B. Haws Brady B. Haws 138751 Expires 5/1/25 Sheet Number FA4*04 ® 2023, WASHINGTON ALARM 190'-4 12'-5 '— ,— 5�g„ ,— '— '- 5�8„ 1 /2„ 6,-2" 13'-0" 18'-6" 1 /2„ 2g'-6" 1/2') 3/4» 3/4>, 23'-7„ IL—B5 414 S4A4-11 H H S4A4-1 IL—B1 412 IL—B6 410 A4_� I L— B 1 418 S ❑ " S4B1 S4B1-4 S H H S4B1- B1-2 IL—C1 S4B1-1 �� S461 " S4B1 BPS4g OM UN S4A4 " S4A4 S4A4-9 H H S4A4-6 ❑ "4A4 H S4A4 S4A4-5 S4A4-3 " S4A4 IL—C3 S " 406 " 1-5 S4B1 4B1 S4B1 u H S4A4-8 ° c S4A4-4 � S4A1 0 15CD S4A1 15CD S4A1 1.4 H S4A4-1 15CD S4A4 S4A1 cM 7-004 cM1 4 OMERUN N I 7_008 CM CM 7-005 �j T7700 P D SBA P D7 P D7 461 ° S4A1-7 El 15CD STOR. 4005 ❑ � ° a 4 ° 54A1-2 S4 N � co 54A3-12 30CD 15CD 3 S4B1-8 " 4A1 L-1t4A ❑ ❑ ❑� ELEV. WAi3rlN TO TWC 4000 POWER SUPPLY, SEE FA4.01 1111 15CD El ° S4A3-11 110CD L— B 1 42o S4B1 10 ❑ 7-006 D7 TW1 J A N 4003 D7 S4A3-10 110CD � Q I L— C 5 1 2 3 4 5 6 7 8 9 10 12 13 0 9 0 0 WASHINGTON ALARM P: 360.733.133 1420 King St, Ste Bellingham, WA, 9822 www.washingtonalarm.corr WA Lic: WASHIA1282C Lj L Lj _1 A/�j�i 11_j j 71 14 B Project Title ANTHOLOGY OF EDMONDS (0 al 21200 72ND AVE W C EDMONDS, WA 98026PPIPL:�Ip PM 1177 Q 1 ".4" I IF Project Numbers 21836-1 L:j j �j ILL]. Issue & Revision Dates 2/9/2023 RO-INITIAL DESIGN E 2/22/2023 RESUBMITTAL 3/20/2023 RESUBMITTAL PUWLR 5/1 /2023 RESUBMITTAL If] IL F LLJ G H J K Sheet Title FIRE ALARM/ L TWC SYSTEM DRAWING M NORTH F IRE ALARM: LEVEL 5 PLAN Prepared By Nicet Review 1 SCALE: 1 /8" - 1' B. Haws Brady B. Haws 138751 Expires 5/1/25 Sheet Number FA4.05 ® 2023, WASHINGTON ALARM 12'-5 14'-4 23'-3 27'-3 13'-8 9'-5 5/8„ 1 /2„ 6,-2" 13'-0" 18'-6" 1 /2,� Zg'-6" 1/2') 3�4» 3�4» 23'-7„ IL—Cl IL—B2 IL—B1 IL—B6 I —B1 516 514 S5Aal S5A4-1 512 510 S5A4-7 —508 L— C3 518 ❑ "S S5B1 S5B1-4 H S H " S5B1- B1 2 H 5B1-1 S5 S5B1 S5B1 BP 1 HOM 5B UN S5A4 S5A4 S5A4-9 S5A4-6 ❑ S5A4 S5A4-5 5A4 S5A4-3 " S5A4 IL—C3 " S 1-5 5B1 S5B1 S5B1-6 " o S5B1 o u H S5A4-8 `--' o �%� c � o S5A4-4 ° ° ❑ S5A4 � S5A1 0 15CD S5A1 15CD S5A1 1.3 H S5A4-1 15CD S5A1 S5A4 °A1 8-008 8-005 8-004 cM1 D 5 OMERUN N I 8 00 D5 P D P B P A co D5 P 561 ° S5A1-7 � 15CD STOR. ❑ 5005 ° a 4 ° S5A1-2 30CD S5 in 1 S5B1-8 " 5A1 U ❑ ELEV. WAI��I�P+��N TO TWC 5000 SEE FA4 OPLY 5004 S5A3-8 FIA L— B 1 El 8-006 J A N S5A3-7 " 520 S5B1 -010 �0,' 15C 6 S 8-Oil O S5A6 A6-6 H " S5A6- S5A6-4 S5A6 513 " S5A6-1 �5A6 �/IERU S5A6 S5A6 S5A6-2 D5 TW1 T 2 ELEV — ELEV — 1 MA TER CALL 15CD 1 TA. 5A1 5A1 03 D5 -D8 �, 8-001 i � S P 8-002 E D5 S 8-003 2- OUR _ � I L— 5 50 S5A3 "S5A3-6 00 p \ N S5A6- H � L— A 2 522 BPS5 x ❑ S5B1-9 H ° � _B6 D11 NORTH FIRE ALARM: LEVEL 6 PLAN SCALE: 1 /8" = 1' NORTH =TAI L (I WASHINGTON ALARM P: 360.733.133 1420 King St, Ste Bellingham, WA, 9822 www.washingtonalarm.cory WA Lic: WASHIA1282C Project Title ANTHOLOGY OF EDMONDS 21200 72ND AVE W EDMONDS, WA 98026 Project Numbers 21836-1 Issue & Revision Dates 2/9/2023 RO-INITIAL DESIGN 2/22/2023 R ES U BMITTAL 3/20/2023 R ES U BMITTAL 5/1 /2023 RESUBMITTAL Sheet Title FIRE ALARM/ TWC SYSTEM DRAWING Prepared By Nicet Review B. Haws Brady B. Haws 138751 Expires 5/1/25 Sheet Number FA406 • 0 2023, WASHINGTON ALARM NORTH FIRE ALARM: ROOF PLAN SCALE: 1 /8" = 1' WASHINGTON ALARM P: 360.733.133 1420 King St, Ste Bellingham, WA, 9822 www.washingtonalarm.cory WA Lic: WASHIA1282C Project Title ANTHOLOGY OF EDMONDS 21200 72ND AVE W EDMONDS, WA 98026 Project Numbers 21836-1 Issue & Revision Dates 2/9/2023 RO-INITIAL DESIGN 2/22/2023 R ES U BMITTAL 3/20/2023 R ES U BMITTAL 5/1 /2023 RESUBMITTAL Sheet Title FIRE ALARM/ TWC SYSTEM DRAWING Prepared By Nicet Review B. Haws Brady B. Haws 138751 Expires 5/1/25 Sheet Number FA407 • 0 2023, WASHINGTON ALARM STAIR - 1 ELEVATOR STAIR - 2 PRESS. FAN PRESS. FAN PRESS. FAN — — — TLTT- U — — — AUTO � ---AUTO ---� I I I I I 1 T OFF ON I I OFF ON I I OFF ON 5I I I I I I I I I I I I I I I I I I I I I I 1 I qD I I FAULT OFF ON I I FAULT OFF ON I I FAULT OFF ON I L_====____:� L_=========J L====::___� FIRE FIGHTER'S SMOKE CONTROL PANEL WO POWER ON SYSTEM NORMAL ® ELEV LOBBY SMOKE ® STAIR SMOKE ® OTHER SMOKE ® WATER FLOW ® HEAT DETECTOR ® MANUAL STATION SYSTEM FAULT DUCT DETECTOR SPRINKLER SUPERVISORY POWER DISCONNECT DISCHARGE DAMPER I 1 OPEN I ® 1 j CLOSED j I 1 j FAULT j 0 LAMP TEST (0 LAMP TEST WASHINGTON ALARM P: 360.733.133 1420 King St, Ste Bellingham, WA, 9822 www.washingtonalarm.co WA Lic: WASHIA1282C Project Title ANTHOLOGY OF EDMONDS 21200 72ND AVE W EDMONDS, WA 98026 Project Numbers 21836-1 Issue & Revision Dates 2/9/2023 RO-INITIAL DESIGN 2/22/2023 RESUBMITTAL 3/20/2023 RESUBMITTAL 5/ 1 /2023 RESUBMITTAL Sheet Title FIRE FIGHTER'S SMOKE CONTROL PANEL Prepared By Nicet Review B. Haws Brady B. Haws 138751 Expires 5/1/25 Sheet Number FA5.00 0 2023, WASHINGTON ALARM TWO-WAY COMMUNICATION SYSTEM SCOPE OF WORK S1 S2 PUSH FOR HELP r o-s s. r. a. i t LOCATION FLOOR PERSONS ABLE TO USE THE EXIT STAIRWAY DO SO AS SOON AS POSSIBLE, UNLESS THEY ARE ASSISTING OTHERS. AFTER ACTIVATING THE TWO—WAY EMERGENCY COMMUNICATION SYSTEM, WAIT HERE FOR ASSISTANCE. EMERGENCY COMMUNICATION r*.a s. ro.i. so%i r i rs* i° TWO-WAY COMMUNICATION SIGNAGE SCHEMATIC: NOT TO SCALE CABLE TYPES: RATH SYSTEMS Source Circuit Circuit Type Circuit Abbr Wiring Style Symbol Type Description Gauge RATH Power Indicating Z Class B Fire Alarm 18/2 SOL JKT FPLR 1 M RL RED #18 RATH S 22 AWG 2 Pair Bare Copper, Overall Shielded #22 Emergency Communication Plenum RATH RP700094 OR EQUAL 2500-21OFM$ Two -Way Class B Two -Way System 11 RATH Power T 18 AWG 2 CONDUCTOR FPLP, RED #18 $ TWO-WAY IN -BUILDING WIRED EMERGENCY COMMUNICATION SYSTEMS THAT ARE INSTALLED WHERE THE BUILDING HAS LESS THAN 2-HOUR FIRE -RATED CONSTRUCTION SHALL HAVE A PATHWAY SURVIVABILITY OF LEVEL 1,2, OR 3. NFPA 72 (2016) 24.3.14.7. ROOF TV o EMERGENCY PHONE 1T LEVEL 1s • Iola. EMERGENCY PHONE 1T LEVEL 1s EMERGENCY PHONE LEVEL4 1T 1s O EMERGENCY PHONE 1T LEVEL3 1s o EMERGENCY PHONE LEVEL2 1T Fire alarm cabling and terminations others ,_ PLY LOW VOLTAGE POWERSUPPLY / 2500-PWR24U 8 /Addressable/ /Fire Alarm 2Palr-Twisted 24-22 AWG Ao j Module Cabling run per floor PowE.� P /(Provided by others)/ Dedicated analog telephone line (POTS) or 1 Pair, 18 AWG cabling. VOIP interface device Homerun each call station. • • SMARTRESCUE BASE STATION 50/eOFh LEVEL 1 1s O EMERGENCY PHONE LEVEL 2 EMERGENCY COMMUNICATIONS RISER DIAGRAM SCHEMATIC: NOT TO SCALE THE SCOPE OF THIS PROJECT IS TO PROVIDE AN EMERGENCY TWO-WAY COMMUNICATION SYSTEM FOR THE ELEVATOR LOBBIES OF A 5 STORY OFFICE BUILDING. THE PROJECT CONSISTS OF THE FOLLOWING: • MASTER TWO-WAY COMMUNICATION SYSTEM LOCATED IN VESTIBULE 101. • SIGNAGE WILL BE PROVIDED FOR OCCUPANT INSTRUCTION AND DIRECTIONS ON EACH LEVEL. • CALL STATIONS PROVIDED IN THE ELEVATOR LOBBY PER LEVEL (ON LEVELS 2-5). TWO-WAY COMMUNICATION SYSTEM INSTALLATION NOTES INSTALLATION NOTES: 1. ALL WIRING AND CABLING ASSOCIATED WITH THE TWO—WAY COMMUNICATION SYSTEM SHALL BE INSTALLED IN 2HR FIRE RATED ENCLOSURE OR PATHWAY. 2. ARCHITECT TO PROVIDE THE APPROPRIATE SIGNAGE AT EACH TWO—WAY COMMUNICATION CALL STATION AND AT THE MASTER CALL CENTER. 3. THE MAXIMUM DISTANCE BETWEEN EACH OF THE CALL STATIONS AND THE MASTER CALL CENTER CAN NOT EXCEED 325 FEET. 4. MOUNT CALL CENTER AT NO MORE THAN 48" FROM FINISHED FLOOR. 5. CONNECT POTS TELEPHONE LINE TO MASTER CONTROLLER 6. ALL 120VAC CIRCUITS SHALL BE ON EMERGENCY GENERATOR POWER MEMBRANE PENETRATIONS. MEMBRANE PENETRATIONS SHALL COMPLY WITH SECTION 713.3.1. WHERE WALLS OR PARTITIONS ARE REQUIRED TO HAVE A FIRE —RESISTANCE RATING, RECESSED FIXTURES SHALL BE INSTALLED SUCH THAT THE REQUIRED FIRE —RESISTANCE WILL NOT BE REDUCED. EXCEPTIONS: 1. MEMBRANE PENETRATIONS OF MAXIMUM 2—HOUR FIRE —RESISTANCE —RATED WALLS AND PARTITIONS BY STEEL ELECTRICAL BOXES THAT DO NOT EXCEED 16 SQUARE INCHES (0.0103 M`2) IN AREA, PROVIDED THE AGGREGATE AREA OF THE OPENINGS THROUGH THE MEMBRANE DOES NOT EXCEED 100 SQUARE INCHES (0.0645 M-2) IN ANY 100 SQUARE FEET (9.29 M^2) OF WALL AREA. THE ANNULAR SPACE BETWEEN THE WALL MEMBRANE AND THE BOX SHALL NOT EXCEED 1 /8 INCH (3.1 MM). SUCH BOXES ON OPPOSITE SIDES OF THE WALL OR PARTITION SHALL BE SEPARATED BY ONE OF THE FOLLOWING: 1.1. BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES (610 MM) WHERE THE WALL OR PARTITION IS CONSTRUCTED WITH INDIVIDUAL NONCOMMUNICATING STUD CAVITIES; 1.2. BY A HORIZONTAL DISTANCE OF NOT LESS THAN THE DEPTH OF THE WALL CAVITY WHERE THE WALL CAVITY IS FILLED WITH CELLULOSE LOOSE -FILL, ROCKWOOL OR SLAG MINERAL WOOL INSULATION; 1.3. BY SOLID FIREBLOCKING IN ACCORDANCE WITH SECTION 717.2.1; 1.4. BY PROTECTING BOTH OUTLET BOXES WITH LISTED PUTTY PADS; OR 1.5. BY OTHER LISTED MATERIALS AND METHODS. = x o m J Z = J J U TWO-WAY COMMUNICATION 2 g U z Q OPERATIONS Ckf W N J W C) g C..)MATRIX U Z C) w 0 � Q Z N x O IM x O m Q M UU _J J J U J J U In J O Q O W U Q Q � W J W C) Q 1­__U Q U M Q Q Q Q Q Q C:)¢ J U U U U U U (D TWO—WAY COMM. INPUT Q Q 0 N Q Q CD .� Z RING UP TO 5 TIMES f RING UP TO 10 TIMES • CALL FROM CALL BOX # ! CALL BOX HAS BEEN RECEIVED • i RECEIVED CALL FROM COMMAND CENTER CALL ON HOLD ! ! ANNUNCIATE AT COMMAND CENTER SOLID RED LIGHT • TROUBLE i MULTIPLE CALLS ! i PAUSED ALL OTHER CALL(S) OF THESEM PPHUN B�JI [01�, PRESS RED LIGHT � WASHINGTON ALARM P: 360.733.133 1420 King St, Ste Bellingham, WA, 9822 www.washingtonalarm.corr WA Lic: WASHIA1282C Project Title ANTHOLOGY OF EDMONDS 21200 72ND AVE W EDMONDS, WA 98026 Project Numbers 21836-1 Issue & Revision Dates 2/9/2023 RO-INITIAL DESIGN 2/22/2023 R ES U BM ITTA L 3/20/2023 R ES U BMITTAL 5/ l /2023 RESU BMITTAL Sheet Title TWO-WAY COMM DETAILS Prepared By Nicet Review B. Haws Brady B. Haws 138751 Expires 5/1/25 Sheet Number FA6000 0 2023, WASHINGTON ALARM united BUILDING & ENGINEERING SERVICES LLC ANTHOLOGY OF EDMONDS SMOKE CONTROL SPECIAL INSPECTION TEST PROCEDURES PRODUCED BY UNITED BUILDING AND ENGINEERING SERIVCES, LLC 1400 1121h Avenue SE, Suite 100 Bellevue, WA 98004 May 21, 2023 united TABLE OF CONTENTS Anthology of Edmonds Smoke Control Special Inspection Procedures May 21, 2023 1 INTRODUCTION.............................................................................................................................................................2 2 CODES & STANDARDS................................................................................................................................................2 3 SPECIAL INSPECTION AGENCY...............................................................................................................................2 4 BUILDING DESCRIPTION............................................................................................................................................4 5 SEQUENCE OF OPERATION......................................................................................................................................4 5.1 MANUAL ACTIVATION/FIREFIGHTER'S SMOKE CONTROL PANEL............................................................................4 5.2 AUTOMATIC ACTIVATION..........................................................................................................................................4 5.3 STANDBY POWER FUNCTIONS.................................................................................................................................5 5.4 TIME CONSTRAINTS..................................................................................................................................................5 6 SMOKE CONTROL TESTING......................................................................................................................................6 6.1 PROTOCOL................................................................................................................................................................6 6.2 TESTING PLAN - NARRATIVE....................................................................................................................................6 7 SYSTEM COMMISSIONING, CHANGE(S) PERIODIC AND MAINTENANCE TESTING..................................8 8 SUMMARY.......................................................................................................................................................................9 Appendix A — Smoke Control Testing Procedures — Outline Format 1IPage united INTRODUCTION Anthology of Edmonds Smoke Control Special Inspection Procedures May 21, 2023 United Building and Engineering Services, LLC has been retained to perform 3rd party independent of the contractor smoke control special inspections for the smoke control systems for the Anthology of Edmonds project in full accordance of the approved documents, code and Bellevue Smoke Control Guidelines (which Edmonds follows). To avoid any conflict of interest and to be in accordance with Special Inspection Standards, we have been retained by the owner This document addresses testing methods and procedures to be completed as part of the special inspection of the smoke control systems as required by Section 909.18.8 of the 2018 International Building Code as adopted by the State of Washington and the City of Edmonds. Final Edmonds Approved Smoke Control Documentation will be utilized for all smoke control special inspections. All necessary components or items as listed on the approved smoke control drawings and smoke control report will be verified. These test procedures for the project are in accordance with documents available on the project at this time. Further enhancements will need to be made after final Edmonds approval of the smoke control drawings. For future tracking, addition(s) are indicated by underscored red text to denote new wording (new wording). Revision History Revision Changes Made Revised by Revised on 0 First Submittal to Edmonds Bob Long 5/21/2023 2 CODES & STANDARDS Codes and Standards affecting the construction and testing include the following: • 2018 Edition of the International Building Code (IBC), as amended by the State of Washington and the City of Edmonds. • 2018 Edition of the International Fire Code (IFC), as amended by the State of Washington and the City of Edmonds related to smoke control provisions only. • 2018 International Mechanical Code (IMC), as amended by the State of Washington and the City of Edmonds, related to smoke control provisions only. • Bellevue Fire Department Smoke Control Guideline — Sections 12, 13 and 14 • NFPA Standards • 2018 Edition NFPA 4 Standard for Integrated Fire Protection and Life Safety System Testing • 2019 Edition NFPA 13 Standard for Installation of Sprinkler Systems • 2019 Edition NFPA 14 Standard for Installation of Standpipe and Hose Systems 2020 Edition NFPA 70 National Electric Code Washington Cities Electrical Code) 2019 Edition NFPA 72 National Fire Alarm Code 3 SPECIAL INSPECTION AGENCY In accordance with IBC Section 909.18.8.2, a special inspection agency is required to perform smoke control special inspection services. United Building and Engineering Services, LLC has been retained by the owner (to avoid any conflict of interest) to be this "smoke control' special inspection agency. Smoke Control Special Inspections will be performed to satisfy requirements as listed in IBC Section 909, Edmonds requirements and requirements as listed on the approved smoke control drawings. Per IBC Section 1704.2.4 notification of actual discrepancies which remain uncorrected after immediate 2 1 P a g e unitod Anthology of Edmonds Smoke Control Special Inspection Procedures May 21, 2023 notification to the contractor will be brought to the attention of the City of Edmonds and the owner. 4 BUILDING DESCRIPTION The Anthology of Edmonds is a mid -rise building with stair and elevator pressurization. Please reference the Edmonds -approved smoke control permit for further details. It is required by IBC §909.12 that the smoke control systems be controlled by an Underwriters Laboratories UUKL listed smoke control system. The smoke control fan capacities include a safety factor. In order to account for the differences in construction, the initial testing of the elevator hoistway and stair pressurization fans should begin at the low set point on the variable speed drive. Upon completion of the test, balance and commissioning of the pressurization fans, the Hand -Off -Auto (HOA) switch is required to be removed from the VFD controller with a blank faceplate provided. The required pressure differentials must be obtained with all pressurization systems operating simultaneously. Where applicable, adjustable door sweeps should also be provided on stair doors to balance the stair pressurization system during building commissioning. All supply fans are required to be equipped with a source of emergency power, per IBC §909.11. Belt driven fans shall have 1.5 times the number of belts required for design duty, with a minimum of 2 belts per IBC §909.10.5. All smoke control system wiring is required to be in conduit. The power, control and monitoring wiring will be installed within 2-hour fire -resistance shafts or be a 2-hour rated cable system, respectively. 5 SEQUENCE OF OPERATION In accordance with IBC Section 909.18, the acceptance test must include a thorough test of the smoke control sequence of operation under all required conditions; namely, manual, automatic and emergency power conditions. Upon review of the Rational Analysis, Mechanical and Fire Alarm design drawings, we have summarized the intended smoke control sequence of operation below. For full details, please reference the Edmonds approved smoke control drawings. All items as listed on the Edmonds approved smoke control drawings will be verified. 5.1 Manual Activation/Firefighter's Smoke Control Panel The smoke control system can be initiated manually via a firefighter's smoke control panel located in a fire response / command room. The panel will provide three -position (ON -OFF -AUTO) toggle switches that enable manual override function of the following systems: 1. Stairwell Pressurization Fans a. ON position will cause control dampers to open, then energize fans after 10 second delay b. OFF position will cause control dampers to close, fan to de -energize / remain off 2. Elevator Hoistway Pressurization Fans a. ON position will cause control dampers to open, then energize fans after 10 second delay b. OFF position will cause control dampers to close, fan to de -energize / remain off These manual switches take priority over all other functions including daily operation and automatic operation of the smoke control system in accordance with IBC Section 909.16. Each toggle switch will be inspected to determine it was or was not completed in conformance with the approved Smoke Control Drawings (and specifically the approved firefighters smoke control graphic panel). 3 1 P a g e unitod 5.2 Automatic Activation Anthology of Edmonds Smoke Control Special Inspection Procedures May 21, 2023 All items on the approved smoke control drawings as it relates to smoke control functionality will be verified (100% - no sampling). Elevator hoistway and stair pressurization will be initiated for a fire alarm condition anywhere in the respective building (or by manual means of the building at the FSCP). Activation of a smoke detector installed in the vicinity of any pressurization fan air injection point will result in the automatic shutdown of said pressurization fan. 5.3 Standby Power Functions The smoke control system is required to operate on standby power in accordance with IBC Section 909.11. Both manual and automatic smoke control means must operate during a power outage and the system must re -configure to its current status after standby power transfer. The systems and components which must receive both normal and standby power include, but may not be limited to, the following: • Elevator Hoistway Pressurization Fans • Stairwell Pressurization Fans • Combination fire/smoke dampers, and control dampers receiving inputs during and required for the proper operation of the smoke control sequence • Motors and actuators for doors protecting the elevator hoistway or stairwell shafts (if provided) • All fire alarm and graphic panels needed for operation of the smoke control system • Any controls necessary for the operation of the smoke control system 5.4 Time Constraints In accordance with IBC, the NEC and design documents, the following time constraints are required: • The smoke control system acknowledges a signal from an initiating device within 10 seconds. • In the event of normal power loss, power is transferred to the generator within 10 seconds. Smoke control components must reset to desired operating condition within 60 seconds of power loss. • Fan operation of all fans at the desired flow rate within 60 seconds. • Any portion of the HVAC system required to shut down does so in 30 seconds. • Dampers conclude travel within 30 seconds. • The automatic smoke control sequence configures within 60 seconds after receipt of signal from an initiating device. • Off -normal conditions while the system is activated are reported and displayed within the timeframe per UUKL Listing. 6 SMOKE CONTROL TESTING Section 13.3.4 of the Bellevue Smoke Control Guidelines is to be followed on the project. This section states that "upon approval of Building, Electrical and Mechanical Inspectors, Fire Department is required to authorize the approval to begin smoke control testing (please note on building (265), mechanical (339) and electrical (457) permits — the Okay to test section) 4 1 P a g e unitod 6.1 Protocol Anthology of Edmonds Smoke Control Special Inspection Procedures May 21, 2023 A smoke control testing sequence was developed by United and is described below. This testing sequence can be found in Appendix A. This testing sequence may be modified to include design change(s) and comment(s) by the City of Edmonds. 6.2 Testing Plan - Narrative Acceptance Testing of the smoke control system for the Anthology of Edmonds project will include the following procedures and verifications: Smoke Barrier Construction: Smoke barriers shall be constructed of an assembly complying with the IBC and having a minimum 1- hour fire -resistance rating. Construction of the smoke barrier assembly and seal will be visually inspected by the special inspection agency. In addition to visual inspection, smoke barrier construction containing mechanical smoke -control zones shall be functionally tested for automatic closure where opening protection is required. Opening Protection: The fire protection rating of doors in the elevator hoistway and stairwells will be verified to comply with the IBC and have a minimum rating of 1-1/2-hours. Verification will include referencing NFPA 80 for the maximum clearances permitted around doors. The fire protection rating of dampers in the smoke zone boundary will be verified to be 1-1/2-hours at minimum. Opening protection for smoke zone boundary with automatic closing devices will also be verified by the special inspection agency. Verification shall include location and identification pursuant to the construction documents, installation in accordance with their listing, control at the fire fighters smoke control panel per the construction documents and any monitoring that is required by the approved documents. Equipment (General): Equipment will be verified to meet the temperature ratings specified in the construction documents. Verification of required pressure differentials will also be performed by the special inspection agency and documented when the mechanical smoke -control system is placed in a smoke -control mode of operation. Air quantities including capacities and velocities will be measured and reported in a manner that is consistent with generally accepted practices. Smoke Control Fans: Pressurization fan components shall be verified by the special inspection agency and a statement shall be provided in the final report which states the fans are rated for the anticipated conditions. Fans operating at design conditions shall be verified to the manufacturer's data and standard engineering practices for stable performance. Belt driven fans will be verified to have 1.5-times the number of belts required for the design duty with the minimum number of belts being two. Fan motors will be verified to have a minimum 1.15 service factor. Fans shall be verified for proper rotation when placed into a smoke -control mode of operation. Smoke -control fans shall be shown on the firefighter's smoke control panel with a clear indication of airflow direction. Actual field recorded fan curve data will be recorded and provided at the time the final testing report is submitted for approval. Fans shall be verified to be monitored downstream of electrical disconnects. Test results and manufacturer data sheets shall be traceable to the equipment identification depicted on the construction documents. Ductwork: Ducts shall be verified to be constructed in accordance with the applicable mechanical code and 5 1 P a g e unitod Anthology of Edmonds Smoke Control Special Inspection Procedures May 21, 2023 probable temperatures and pressures to which they are anticipated to be exposed. As the smoke control ductwork is all positive pressurization, the duct exposure temperature is expected to be ambient temperatures (summer and winter) which is within SMACNA Guidelines to which the ductwork has been designed to. Duct leakage testing will not be performed for all smoke -control ductwork as all ductwork is for positive pressurization and said ductwork does not cross smoke zones. Ductwork will be verified to be supported directly from building structural elements. Automatic Dampers: Dampers at smoke barriers will be verified to be, at a minimum, a Class II leakage, 250°F smoke damper having a UL 555S listing. Damper testing and reporting shall include: listing number, individual listing reference number, type of damper (class), temperature rating, location per design diagrams, field label tag matching design diagram label, monitoring, report status for zone activation, standby power supply and response time, and fail-safe position. Detection Devices: Fire alarm systems supervising the mechanical smoke -control systems will comply with NFPA 72, National Fire Alarm & Emergency Signaling Code. Smoke detectors that are part of the smoke - control systems including those used for area detection and for spot -type releasing service will be tested in their installed condition. Testing will include verification that the installed condition corresponds to the type of service outlined in the device listing. All devices intended to initiate sequence will be tested, although fans may be held manually in the closed or off position after successful testing of a few devices. Controls: The mechanical smoke -control system will have complete automatic control as required by the IBC. Initiating devices will be tested and confirmed to place the smoke control system into operation per the construction documents. Testing documentation will include confirmation of system activation and presence of power downstream of all disconnects. Control sequence testing will also be conducted under standby power conditions. The control units of fire detection systems which supervise mechanical smoke -control systems will be verified to comply with UL 864 and be listed as smoke -control equipment (UUKL). Balancing and All Adjustment(s) of the Smoke Control Fans: All airflow, pressure testing and adjustments of the smoke control fans will be done by an approved Associated Air Balance Council (AABC), National Environmental Balancing Bureau (NEBB), or Testing Adjusting, and Balancing Bureau (TABB) agency that is retained under the mechanical contractor. United will witness balancing and review all documentation prior to submission of the final report. In accordance with IBC Section 909.10.5, fan curves shall be re -plotted after final balance to confirm stable performance. Certificate of Compliance by United Building and Engineering Services Upon completion of the entire smoke control system in accordance with the approved documentation along with consultation with South County Fire Department, United will issue a Certificate of Completion as listed in section 13.4 of the Bellevue Smoke Control Guidelines. 7 SYSTEM COMMISSIONING, CHANGE(S), PERIODIC AND MAINTENANCE TESTING All components of the smoke control system are required to be inspected and tested as part of the commissioning process. All work as listed on the approved Smoke Control Drawings will be verified. In addition, all smoke control related item(s) on the approved fire alarm drawings will also be verified. Commissioning of the building smoke control system shall be performed in accordance with IBC §909 6 1 P a g e united Anthology of Edmonds Smoke Control Special Inspection Procedures May 21, 2023 after the system is installed and before the building is occupied (and at this time — prior to any tenant improvement work). Upon completion of the commissioning, a complete sealed test report should be developed in accordance with IBC §909.18.8.3. Training should be provided and a log should be kept at the firefighters' smoke control panel for all periodic testing and inspection activity. IFC Section 909.20.4 requires that a dedicated system be tested at least semi-annually. Full smoke control test procedures as identified in this report (or the latest report after tenant improvement work) is followed and deficiencies are noted and repaired. Periodic testing is required to be performed semi-annually by companies qualified and approved (IBC Sections 909.18.8.2, 1704.2.1 and 1705.18.2) thoroughly knowledgeable in the operation, testing, and maintenance of the smoke -control system in accordance with the 2018 International Fire Code (IFC) §909.20. The results of the tests shall be documented and the tests shall be conducted under standby and normal power. Operation of the correct outputs for each given input shall be verified by the periodic testing. Smoke Control Special Inspections shall not be confused with fire alarm periodic/annual testing or confidence testing. Smoke Control Special Inspections are different / independent of these other periodic / annual testing item(s). All future improvement / change work will require some degree of smoke control re -testing by a qualified and approved smoke control special inspection firm (IBC Sections 909.18.8.2, 1704.2.1 and 1705.18.2 — The vendor, technician, installing contractor or air balancer cannot serve as the Special Inspector nor be a subcontractor or affiliate to any of the aforementioned entities as a Special Inspector). Change(s) design must be documented in the special inspection report, prepared in accordance with IBC Section 909.18.8.3. Record drawings shall include an accurate depiction of risers, raceway, conduit, all wire runs, cable identification, conduit size, location of junction boxes, terminal boxes, sources of power, devices, sensors, equipment, controlled equipment (motor starters, fans, pumps, valves, dampers, etc.). Additionally, it is required by IBC §909.12 that the smoke control systems be controlled by an Underwriters Laboratories UUKL listed smoke control system. A UUKL listed system is required to perform a weekly self -test of the dedicated smoke control equipment including all smoke zone boundary doors, dampers, and any dedicated smoke control fans. Upon completion of the self -test, any door, fan, or damper that does not operate as required will constitute a test failure. Indication of a test failure must result in a latching trouble condition on the fire alarm control panel, and the trouble condition must be reported to the central station. The UUKL listed system shall be programmed to print a hard -copy report summarizing the results of the weekly self -test that clearly indicates whether the system passed or failed the test. The following items must be maintained current onsite, preferably in the location of the FSCP for the life of the building: Items one and two must be submitted to and approved by South County Fire Department prior to the start of special inspections: • Approved control diagrams must be kept accessible in the Fire Control Room for the life of the building and must be updated when changes are made to the building. Plans showing the devices and equipment which make up the smoke control system. This will include control diagrams in accordance with IBC 909.15, all smoke barriers, applicable initiating devices, controllers, fire alarm control panel, fire-fighter's smoke control panel, facility temperature controls, control wiring or tubing, isolation valves, relays, doors, dampers, fans, all supervision devices. 7 1 P a g e unitod Anthology of Edmonds Smoke Control Special Inspection Procedures May 21, 2023 • Every device must have a distinct identifying address. For purposes of this requirement, the approved smoke control drawings suffice provided all of the devices listed above are shown, and no extraneous equipment other than fire alarm devices. A detailed event matrix (each device must be identified by individual address exactly as it is shown on the fire alarm approved plans). • Documents describing the proper operation and maintenance requirements of each component of the smoke control system, including fan curves for the smoke control fans in the building. • Maintenance logs and quarterly testing logs. • The approved smoke control Rational Analysis. • UUKL panel self -test printouts. • The routine maintenance and operational program described in IFC Section 909.20 shall be maintained onsite, preferably in the same location as the FSCP. Periodic, annual and tenant improvement testing shall reference these materials. 8 SUMMARY The smoke control system protecting the elevator hoistway and stairwells at the Anthology of Edmonds project will be tested and reviewed in accordance with minimum code requirements and design documents. Please contact us via email at bob. long(aNnitedbes.com or via telephone at (425) 591-4633 with any further questions or concerns regarding this report. Updated by: United Building and Engineering Services, LLC W - Bob Long I Principal United Building and Engineering Services, LLC. 1400 112th Ave SE, Suite 100. 1 Bellevue, WA 98004 Direct:425.591.4633 1 Mobile: 425.591.4633 Email: bob.long@unitedbes.com Website: www.unitedbes.com 8 1 P a g e Appendix A — Smoke Control Testing Procedure — Outline Format 1. Phase A Phase A is for equipment installation verification and component identification. The purpose of this phase is to verify that the installed equipment is as specified in the design documents and the approved smoke control system submittal. Implementing this phase of the commissioning plan is independent of the phasing of construction. When the physical installation of equipment is completed, the equipment can be physically inspected. 1.1. Component Identification Components and sub -systems that are used as part of the Smoke Control System will be identified by manufacturer, model number, and building specific mark number. Product data (cut) sheets for each component and the applicable design documents will be used to verify that the installed equipment meets the design requirements. 1.1.1. Fans and Motors — Identify all installed smoke control system fans and motors by Mark Number, Manufacturer and Frame Size. 1.1.1.1. Temperature — all pressurization fans shall be evaluated to verify that they are capable of performing their intended function under the probable temperature exposure. 1.1.1.2. Verify installed fans are on non-combustible supports. 1.1.1.3. Verify current sensors or pressure transmitters (if applicable). 1.1.1.4. Verify monitoring down -stream of the power disconnects. 1.1.2. Dampers —Verify installed smoke control system dampers meet design requirements as defined in the smoke control report and are correctly installed. Perform a visual inspection of dampers to: 1.1.2.1. Verify that the installed dampers are appropriately listed (if applicable). 1.1.2.2. Verify that dampers are installed in accordance with their listing. 1.1.2.3. Verify presence of position switches and related design features. Verify that placement is adequate to monitor movement of all damper blades when required. 1.1.2.4. Verify that temperature settings for dampers are appropriate for smoke control. 1.1.3. Monitoring Devices - Air Flow Switches, Differential Pressure Transmitters, Current Sensors, Position Switches, and similar devices. 1.1.3.1. Identify manufacturer/model number. 1.1.3.2. Verify proper device mounting location to monitor 1.1.3.2.1. Maintenance disconnects 1.1.3.2.2. Power downstream of all disconnects 1.1.3.2.3. Position and/or status for dampers, automatic horizontal sliding door, and similar features 1.1.3.2.4. Operating status of fans. Airflow switches must be located in the airstream. Current sensors must monitor power leads to the motor ONLY. Current sensors must also be adjusted to differentiate between a locked rotor and missing belt condition (i.e., to provide a high/low current limit). 1.1.4. Control Devices - Control Relays 1.1.4.1. Identify manufacturer/model number. 1.1.4.2. Verify listing as appropriate. 1.1.4.3. Verify proper device mounting location to accomplish: 1.1.4.3.1. Placement within 3-feet of controlled component. 1.1.4.3.2. Override control of HOA Switches. 1.1.5. Smoke Control Panel 1.1.5.1. Identify make/model and verify listing. 1.1.5.2. Verify that components susceptible to power surges are protected by conditioners, suppressors or other approved means. 1.1.5.3. Verify interface to fire alarm system control relay module and monitor module. 1.1.5.4. Verify a listed printer is located adjacent to the smoke control panel in an appropriate location (e.g. on a worktable). 1.1.6. Firefighter's Smoke Control Station 1.1.6.1. Verify that the panel graphically depicts building configuration and the smoke control zones consistent with approved construction document. 1.1.6.2. Verify that major duct, dampers, and fans, as well as proper connectivity, are shown on the panel. 1.1.6.3. Verify status indicators as follows: 1.1.6.3.1. Off or Closed — RED 1.1.6.3.2. On or Open — GREEN 1.1.6.3.3. Auto — WHITE 1.1.6.3.4. Fault — YELLOW / AMBER 1.2. Shaft & Smoke Barrier Construction Shaft and smoke barrier construction (the stairwell and elevator shafts) will be reviewed based on drawing review and visual inspection of accessible sections of shafts. Visual observations will verify that barriers are free of major unsealed openings. 1.3. Exterior Air Inlets and Outlets Equipment locations will be reviewed to verify that uninvolved portions of the building are not exposed to an additional fire hazard. Outside air inlet and exhaust outlet locations will be reviewed to verify that the potential for reintroduction of smoke and flames into the building is minimized and that the exposure to the building and adjacent buildings is limited. 1.4. Standby Power Systems Physical inspections will be performed to verify that the standby power complies with the requirements of IBC, Section 909.11 1.4.1. Verify that the standby power source and transfer switches are located in a room of at least a one -hour fire -resistive construction and that ventilation is provided in accordance with the approved design. 1.4.2. Verify that power distribution from the two sources shall be by two independent routes. 1.5. Labeling Verify by physical inspections that all key smoke control system fans and related smoke control equipment are appropriately labeled and are consistent with design drawings and the firefighter's smoke control station. Verify by physical inspections that detection and control systems are clearly marked at all junctions, accesses, and terminations. 2. Phase B Phase B is for equipment functional testing. The purpose of this phase is to verify that the smoke control equipment is operational, properly supervised and that its status is accurately indicated at the firefighter's control station. This phase of the commissioning can be performed when the required equipment is installed, powered by permanent power, and the necessary control systems are installed. Testing will be performed under normal power and under standby power. This phase of testing will primarily be performed under normal power; functional testing under standby power may be combined with Phase C, Sequence of Operations Testing. Functional testing will involve turning the equipment on from the firefighter's smoke control station and field -verifying the appropriate response of each individual fan, automatic horizontal sliding door, and damper. This process will also verify that the firefighter's smoke control station provides accurate indication of the status of all smoke control system equipment (fans, automatic horizontal sliding doors, and dampers). Appendix A contains a testing check -list for use during testing. 2.1. Fans Properties of the fans used for smoke control are as listed on the approved Smoke Control Drawings. United will verify all items as listed on the approved Smoke Control Drawing. 2.1.1. The contractor will test, balance and adjust the fans and the resulting test data will be documented and submitted to United: 2.1.1.1. Measure fan airflow (cfm) in smoke control mode. 2.1.1.2. Confirm proper rotation of fan. 2.1.1.3. Determine voltage and amperage. 2.1.1.4. Determine motor speed (rpm). 2.1.1.5. Check belt tension. 2.1.1.6. Verify fan service motor factor of 1.15 2.1.1.7. Verify number of belts is equal to 1.5 times that required (minimum 2). 2.1.2. Proper supervision will be verified by disconnecting power to the fans and observing that the proper "FAULT" light is displayed on the firefighter's smoke control station. Activation of the firefighter's smoke control station "FAULT" light and smoke control panel trouble relay (monitored by the fire alarm system) are required to take place within the timeframe of the UUKL Listing. 2.1.3. Verify manual control of the fans from the firefighter's smoke control station and that the panel correctly indicates the status of the fan. Verify "no -belt" condition response when current sensors are used to monitor fan operation. Activation of the firefighter's smoke control station "FAULT" light and smoke control panel trouble relay (monitored by the fire alarm system) are required to take place within the timeframe of the UUKL Listing. 2.1.4. Verify automatic fan shutdown upon initiation of corresponding smoke detectors installed for the purposes of fan shut -down. All such initiation devices are required to be tested. 2.1.5. Verify timing in accordance with IBC and Appendix B of this report. 2.2. Dampers Proper operation of the dampers that are part of the smoke control system must be verified. Each will be visually verified to respond appropriately to the firefighter's smoke control station command. 2.2.1. Verify that all applicable dampers and automatic horizontal sliding doors open and close as required by the firefighter's smoke control station direction. 2.2.2. Verify proper indication at the firefighter's smoke control station. On a random basis, verify that the dampers are properly supervised by lifting a lead and/or causing the damper or door to misalign and verifying that a fault condition is displayed at the firefighter's smoke control station. Activation of the firefighter's smoke control station "FAULT" light and smoke control panel trouble relay (monitored by the fire alarm system) are required to take place within the timeframe of the UUKL Listing. 2.2.3. Proper damper failure position will be confirmed as listed per the approved Smoke Control Drawings. 2.2.4. Verify timing in accordance with IBC and Appendix B of this report. 3. Phase C Phase C is for sequence of operations testing. This phase involves testing of the automatic functions of the smoke control system to be in compliance with the approved smoke control drawings. Representative fire event scenarios will be tested under normal power and retested under standby power conditions to verify consistent performance. The standby power testing will be performed when the smoke control system has been tested and shown to function properly under normal power. All initiating devices and fire alarm system components necessary to test automatic operation of the smoke control system must be installed and operational. It is anticipated that sprinkler, fire alarm, mechanical, electrical, and controls contractors must be present during the sequence of operations testing. 3.1. Sequence of Operations Testing Conduct sequence of operations testing to demonstrate that the smoke control system activates properly in response to the various types of alarms. Since the smoke control system is an active system, the bulk of the testing will be focused on verification of the proper operation of the fans and dampers used in the active smoke control system. 3.1.1. Verify that the system activates properly given an initiation of a representative number of each type of device (i.e. area smoke detector and water flow switch). 3.1.1.1. Verify the operation of each fan and damper controlled by the smoke control system. Proper operation of the smoke control system components will be by a combination of visual verification and use of the indicator lights on the firefighter's smoke control station (which were verified to provide accurate indication in Phase B). 3.1.1.2. Select a representative fan and damper to verify that altering the status of the smoke control equipment (i.e. loss of power to a fan) during automatic smoke control system operation indicates a FAULT condition on the firefighter's smoke control station and a trouble or supervisory condition on the smoke control system. Activation of the firefighter's smoke control station "FAULT" light and smoke control panel trouble relay (monitored by the fire alarm system) are required to take place within the timeframe of the UUKL Listing. 3.1.1.3. Verify automatic fan shutdown upon initiation of a representative smoke detector installed for the purposes of fan shut -down. One such initiation device for each fan is required to be tested. 3.1.1.4. On a random basis, verify that, with the smoke control system operational, activation of an alarm in other areas of the building does not alter the status of the smoke control system. 3.1.2. On a random basis, verify that, with the smoke control system under automatic control, the firefighter's smoke control station properly overrides and properly operates the smoke control equipment. 3.1.3. Repeat a representative test to verify proper system operation when normal power is shut down while in alarm (Test 2). 3.1.4. Repeat a representative test to verify proper system operation when alarm is initiated while under standby power (Test 3). 3.2. Weekly Self -Test The weekly self -test features of the UUKL Listed smoke control panel will be demonstrated as followed: 3.2.1. The panel timer will be manipulated to witness the automatic actuation of the test sequence. 3.2.2. Upon initiation, the proper operation of the system's ability to self -test will be verified by performing the following tests and noting that the appropriate test results are obtained: 3.2.2.1. One test where a component is purposely faulted; 3.2.2.2. One test where all components are known to function properly; and 3.2.2.3. One test where a fire alarm (i.e. smoke detector or waterflow switch) is initiated during the self -test. 3.2.3. The reporting function of the panel will be verified through the generation of a printed report at the smoke control panel. 3.2.4. During the test where a smoke control system "FAULT" condition is forced, verify the fire alarm panel monitoring the smoke control panel trouble relay annunciates a trouble signal and transmits a trouble signal to the campus proprietary supervisory signaling system. Verify the trouble signal is latched on the fire alarm control panel by restoring the smoke control panel to normal status. The trouble condition on the smoke control panel should self -restore but the trouble condition on the fire alarm control panel should not self -restore. 4. Phase D Phase D is for system performance testing. This phase involves measurement of the code - specified performance parameters appropriate for the smoke control method used in the building. The significant parameters to be measured are: 4.1. Stairwell Pressurization: Pressure differentials across closed interior exit stair doors. In accordance with the approved rational analysis, the pressure differential across interior exit stair doors is required to be between 0.10 w.c. and 0.35 w.c. measured with all doors closed. The contractor is required to provide the measuring equipment. 4.2. Elevator Shaft Pressurization: Pressure differentials across closed elevator doors. In accordance with IBC Section 909.21, the pressure differential across closed elevator doors, other than the primary recall floor (at the primary recall floor the doors are required to be fully opened upon alarm), is required to be between 0.10 w.c. and 0.25 w.c. The contractor is required to provide the measuring equipment; note that some manometers may not easily be able to measure pressure differences through closed elevator doors. 4.3. Door Opening Force Test: A representative sample of interior side -swinging type doors within the means of egress will be tested for opening force. In accordance with the applicable codes, the opening force for doors shall not exceed 15 Ibf to release the latch, 30 Ibf to set the door leaf in motion, and 15 Ibf to open the door leaf to the minimum required egress width. The performance testing may be performed under manual control of the appropriate equipment from the firefighter's smoke control station or under automatic control initiated by an alarm. All measurements are required to occur when system is fully operational (i.e. all pressurization fans are operating at design settings). Appendix B — Smoke Control Testing Sequence The following represents a proposed testing sequence to be used at the Anthology of Edmonds smoke control systems. This sequence should be modified as necessary to accommodate as -built conditions or changes in design following issuance of this plan. 1. Spot Smoke Detector Test and Timing Verification a. Initiate area smoke detector b. Observe proper sequence of smoke control system including: i. Building fire alarm initiates. ii. Elevators recall to appropriate floor (elevators recall only upon activation of an elevator lobby smoke detector). In accordance with IBC Section 909.18.6, differential pressures per IBC Section 909.20.5 will be confirmed for each possible smoke control condition. Verification will also be performed to determine if a single elevator operates while all hoistway doors are closed. iii. Required HVAC units within building shut down within 30 seconds. iv. Dampers required to close, close within 30 seconds. V. Dampers required to open, open within 30 seconds. vi. Supply fan proves adequate air flow within 60 seconds. vii. Fan control dampers open within 30 seconds. viii. Stairwell and Elevator Hoistway Pressurization fan start and come up to speed in 60 seconds. ix. All operations occur within a total of 60 seconds from initiation of sequence. X. Firefighter's smoke control panel reports correct status. C. After first initiation, building fire alarm may be silenced; actuation will be monitored at the panel only and response times will no longer be verified. d. Reset. Restore doors to normal open position. 2. Fan Fault Status Test — Belt Driven fans. a. Prior to activation, verify fault status by removing power from fan. Restore power to fan(s). b. With fans operating under automatic activation, remove power from the fan(s). C. Verify fault status at the firefighter's smoke control panel. d. Remove belts from the fan(s). Restore power to the fan(s). e. Verify fault status at the firefighter's smoke control panel. f. Remove power from fan(s). Replace belts. Restore power to the fan(s). g. Verify running / appropriate status at the firefighter's smoke control panel. h. Repeat for all fans. 3. Damper Fault Status Test a. Initiate smoke detector. Verify proper sequence. b. Verify fault status of each damper by disengaging rod from motor and observing fault status and appropriate fail-safe position for each damper. C. Reset. Restore dampers to normal. 4. E-Power Test a. Initiate sequence via smoke detector on normal power. b. During the test, primary power will be shunted by operating main circuit breaker. C. Observe that system transfers power within ten (10) seconds and smoke control sequence completes initiation cycle within sixty (60) seconds after transfer. d. While system is on standby power, reset system to normal status and initiate sequence via smoke detector. e. Observe proper deployment of sequence and time constraints. 5. Manual Activation Test a. Fully manipulate system at firefighter's smoke control panel. Observe proper sequence including: i. Doors close. ii. HVAC system configures to smoke control mode. iii. Dampers close or open depending on required position. iv. Fans operate correctly. b. Reset and restore primary power. 6. Performance Verification a. Take / measure airflow quantity and velocity for elevator hoistway and stairwell pressurization measurements, door opening forces, etc. If the performance requirements are not achieved of the tested zone, the tested zone is considered to fail. GENERAL - IBC SECTION 909.18 Inspection 1. Confirm zoning of mechanical equipment, fire sprinklers, and smoke detectors in accordance with smoke control permit documents. 2. Confirm Fire-fighter's Smoke Control Panel conforms to requirements of Section 909.16 and the approved smoke control system design. 3. Confirm the smoke control system controller is a listed UUKL panel with connected printer to provide written report per IBC Section 909.12. 4. Confirm that the response times for the smoke control components comply with IBC Section 909.17 and the approved smoke control permit documents. 5. Evaluate smoke barrier construction and opening protection per IBC 709. 6. Confirm correct smoke control system operation upon automatic initiation and manual override functions per IBC Section 909.18.7. 7. Confirm proper status indications of smoke control equipment at Fire-fighters Smoke Control Panel. 8. Confirm doors close and latch and door -opening forces at exit doors do not exceed limitations of 30 pounds of door opening force. FIRE ALARM DEVICES - IBC SECTION 909.18.1 Inspection 1. Confirm smoke control system device locations as shown on approved smoke control permit documents. 2. Confirm make and model are consistent with approved smoke control plans. Testing 1. Initiate smoke detector. 2. Observe proper sequence of smoke control system including: a. Verify sequence per approved smoke control sequence of operations matrix d. All operations occur within a total of 60 seconds from initiation of sequence. 3. Confirm correct FACP/FSCP system annunciation of device. 4. Confirm alarm notification signal transmitted upon activation, maximum 10-second delay per NFPA 72-2010 Section 23.8.1.1. 5. After first initiation, building fire alarm may be silenced; actuation will be monitored at the panel only and response times will no longer be verified. 6. Confirm alarm trouble upon activation of associated shaft duct detector if so provided. DUCTS - IBC SECTION 909.10.2-.3 Inspection 1. Confirm ductwork serving smoke control system is located as shown on the approved smoke control plans. 2. Confirm that air inlets and outlets satisfy the 20 ft separation requirement of IBC Section 909.10.3. Testing 1. Leakage testing per IBC 909.10.2 would be limited to ducts serving smoke control system that are crossing smoke control zone boundaries. DAMPERS - IBC SECTION 909.10.4 Inspection 1. Confirm dampers serving smoke control system are installed per contract documents and manufacturer's installation instructions. 2. Confirm make and model in accordance with approved smoke control plans. 3. Control system point-to-point checkout is complete to ensure all damper input/output points are wired correctly. 4. Damper assembly is clean of any construction debris, dirt, or other foreign materials. 5. Damper assembly does not appear to be askew, twisted, or misaligned in any way that could prevent proper damper movement. 6. Access to damper assembly and all components is acceptable for testing, maintenance, and replacement. 7. Location of each damper assembly is clearly and correctly located on as -built drawings. 8. Normal power, and emergency if applicable, is provided to each damper assembly. 9. Confirm damper listing. 10. Confirm listing is appropriate to application (static/dynamic, vertical/horizontal) for installed condition. 11. Confirm damper is connected to the appropriate control devices or systems. 12. Verify that fire alarm control/monitor modules are within 3 feet of HVAC equipment used for smoke control OR that the wiring between is supervised. Testing 1. Confirm proper power failure position. 2. Confirm automatic operation. 3. Confirm manual operation from Firefighter Smoke Control Panel during alarm event and non -alarm event. 4. Confirm complete operation and range of motion (fully open to fully closed position). 5. Confirm positive confirmation of damper position indicated at Firefighter Smoke Control Panel within 60 sec. 6. Verify FAULT status of each damper by disengaging rod from motor and observing FAULT status and appropriate fail-safe position for each damper. 7. Verify temperature response device(s) operate properly for FSDs. FANS - IBC SECTION 909.10.5, 909.18.5 Inspection 1. Fans serving smoke control system are installed per contract documents and manufacturer's installation instructions. 2. Confirm make, model and motor data in accordance with approved smoke control plans. 3. Control system point-to-point checkout is complete to ensure all fan input/output points are wired correctly. 4. Confirm noncombustible supports for fan from structure. 5. Record appropriate data, including make, model, size, power requirements, and VFD setting(s) as appropriate. 6. Confirm the number of belts: 1.5 times the number of belts required for design duty, or a minimum of 2. 7. Confirm minimum service factor of 1.15 for fan motor. 8. Confirm fan belt tension. 9. Confirm that the fan equipment is rated and certified by the manufacturer for the anticipated operating temperature. 10. Confirm provisions for monitoring power downstream of last disconnect, such as via weekly equipment test sequence per IBC Section 909.12. Disconnect power and confirm FAULT. 11. Confirm means of positive confirmation of actuation per IBC Section 909.10.12. 12. Confirm that all VFD control panels are removed or the HOA on each VFD is password -protected, or locked. 13. Confirm 20 ft separation between intake and any building exhaust. Testing 1. Prior to activation, verify FAULT status by removing power from fan. 2. Turn fan "on" at FSCP and verify operation of fan and LED indicators within 60 sec. 3. Confirm immediate energizing and de -energizing of fan for starting and stopping. 4. Confirm correct rotation of fan. 5. Confirm voltage, amperage, revolutions per minute (rpm), VFD frequency, etc. 6. Remove power from fan while running and verify FAULT status at FSCP. 7. Conduct belt on/off test. a. Remove belts from the fan(s). Restore power to the fan(s) and turn fan "on" at FSCP. b. Verify FAULT status at the firefighter's smoke control panel. C. Remove power from fan(s). Replace belts. Restore power to the fan(s). d. Verify running / appropriate status at the firefighter's smoke control panel. 8. Test duct detector for Supervisory function, if so equipped. 9. Confirm manual control from Firefighters Smoke Control Panel, including override of automatic operation. 10. Measure and record pressure differential across each stairway door with all doors closed. 11. Measure and record the force needed to open each door using a spring scale. Measured door opening force should not exceed code, while pressure differential across remaining doors should meet or exceed code. 12. Reset all switches to "auto" position. 13. Repeat for all smoke control fans. The following table provides guidance for implementation of selected aspects of Smoke Control Systems to be installed under the 2018 International Building Code, §909. The list is not intended to be a complete compilation of all requirements and resulting features. It is simply added detail about issues that are typically not well defined in smoke control system design documents and that have resulted in improper installations. Code Reference Smoke Control System Feature Firefighter's Smoke Control Panel (FSCP) Configuration IBC §909.12 . FACP shall be listed as smoke control equipment. IBC §909.16.1 . Use of four status indicator lights (WHITE, RED, GREEN and AMBER) is specified by the 2012 IBC IBC §909.16.2 . The fire-fighter's control panel shall provide control capability over the complete smoke -control system equipment within the building as follows- 1 - ON -AUTO -OFF control over each individual piece of operating smoke control equipment that can also be controlled from other sources within the building This includes stairway pressurization fans, smoke exhaust fans, supply, return and exhaust fans; elevator shaft fans and other operating equipment used or intended for smoke control purposes. 2. OPEN -AUTO -CLOSE control over individual dampers relating to smoke control and that are also controlled from other sources within the building. 3. ON -OFF or OPEN -CLOSE control over smoke control and other critical equipment associated with a fire or smoke emergency and that can only be controlled from the fire-fighter's control panel. Fire -Smoke Dampers (FSDs) IBC §717.3.� FSDs must be Leakage Type II/250OF minimum. Detection and control system wiring IBC §909.12.1 . In addition to meeting requirements of NFPA 70, National Electric Code, all wiring, regardless of voltage, shall be fully enclosed within continuous raceways Power Systems IBC §909.11 The smoke control system shall be supplied with two sources of power. Primary power shall be the normal building power systems. Secondary power shall be from an approved standby source complying with NFPA 70, National Electric Code. The standby power source and its transfer switches shall be in a separate room from the normal power transformers and switch gear and shall be enclosed in a room constructed of not less than 1-hour fire -resistance rated fire barriers ventilated directly to and from the exterior. Power distribution from the two sources shall be by independent routes. Transfer to full standby power shall be automatic and within 60 seconds of failure of the primary power. The systems shall comply with the IBC or NFPA 70, National Electric Code. Verification IBC §909.12 The code requires methods of verification for actuation, testing, manual override, the presence of downstream power for all disconnects, and printed reports summarizing weekly preprogrammed tests accompanied by visual and audible signals if abnormal conditions exist. Air flow for pressurization fans must therefore be verified using pressure transducers listed for the intended purpose or other approved means. Control Device Locations