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Permit D17-0014 - CIRCUSTRIX - INDOOR TRAMPOLINE PARK
CIRCUSTRIX LLC 455 ANDOVER PARK E D17-0014 City of Tukwila Allan Ekberg, Mapt Department of Community Development - Jack Pace, Director CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2012 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D17-0014 Occupant/Tenant: CIRCUSTRIX, LLC Building Address: 455 ANDOVER PARK E Parcel No.: 0223400060 Property Owner: 445 BUILDING LLC 121 LAKESIDE AVE #B100, SEATTLE, WA 98122 Use: COMM/WHSE Occupancy Group/Division: A-3 Type of Construction: IIIB Automatic Sprinkler System: Provided: YES Design Occupant Load: 935 6 BUJ"! G OFFIC ii/ 7/2o/� DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Tukwila City 'l all • 6200 Southcenter Boulevard a Tukwila, WA 98188. 206-433-1800 Website: TukwilaWA.gov Parcel No: Address: Project Name: 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 0223400060 DEVELOPMENT PERMIT Permit Number: 455 ANDOVER PARK E Issue Date: Permit Expires On: CIRCUSTRIX, LLC D17-0014 7/26/2017 1/22/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: 445 BUILDING LLC 121 LAKESIDE' AVE #B100 , SEATTLE, AR, 98122 ZACH HIXSON 653 W DICKSON ST, FAYETTEVILLE, AR, 72701 DATUM CONSTRUCTION LLC 357 E WATERTOWER ST SUITE G, MERIDIAN, ID, 83642 DATUMCL84301 CIRCUSTRIX HOLDINGS LLC 653 W DICKSON ST, FAYETTEVILLE, AR, 72701 Phone: (870) 740-9698 Phone: • Expiration Date: DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENT TO CREATE TRAMPOLINE PARK. BUILD PLATFORM FLOORINGS WITH STEEL AND OLYWOOD. DEM PARTS OF EXISTING WALLS IN MEZZANINE AREA. CONVERT STORAGE AREA INTO INDOOR PARKING Project Valuation: $500,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIIB Electrical Service Provided by: TUKWILA Fees Collected: $49,225.20 Occupancy per IBC: A-3 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National. Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: I Number: 0 Sewer Main Extension:' Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: �� i. (� I Dater - / (0e r I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development pArmit and agree to the conditions attached to this permit. Signature: Print Name: 4‘2,C2_, 7(a6I1 Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 4: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 5: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at onei extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 0 0 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 6: Maintain fire extinguisher coverage throughout. 7: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 13: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit hardware. (IFC 1008.1.10) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 10: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 11: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 12: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 14: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1011.6.3) 15: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 16: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 17: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 34: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 18: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) O 0 33: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 20: The fire department connection (FDC) shall have a downward angle bend between 22.5 and 45 degrees, with a 5 -inch Storz fitting(s) and Knox FDC locking Storz cap. (NFPA 13-6.8.3) (City Ordinance #2436) 32: Mechanical ventilation shall be provided in the parking garage in accordance with the International Mechanical Code. 21: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. (THE SYSTEM SHALL INCLUDE VOICE EVACUATION AND SHALL BE INTERLOCKED TO SHUT DOWN ALL MUSIC, LIGHT DISPLAYS, ETC. UPON ALARM ACTIVATION.) 23: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2437. 24: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 22: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 25: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 26: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 28: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 27: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 29: In occupancies of Groups A, E, I and R-1 and dormitories in Group R-2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 807.1, 807.2) 19: Contact The Tukwila Fire Prevention Bureau to witness all. required inspections and tests. (City Ordinances #2436 and #2437) 30: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 31: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 35: ***PUBLIC WORKS PERMIT CONDITIONS*** 36: Prior to issuance of this permit, Owner/Applicant shall provide a Traffic Concurrency Certificate Application and pay $2,500.00 under PW permit C17-00xx. Fee based on between 40,001 and 50;000 gross floor area (for Other Use). 37: Prior to issuance of this Building permit pay a Transportation Impact Fee in the amount of $13,894.40. 38: CONDITION OF ISSUANCE: Building permit cannot be issued until Special permission- Director approval of parking determination is decided and issued. Building permit plan set must reflect any changes required by L17-0017. 0 0 39: ***BUILDING PERMIT CONDITIONS*** 40: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 41: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 42: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 43: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 44: Installation of high-strength bolts shall be periodically inspected in accordance with AISC specifications. 45: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 46: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 47: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 48: New suspended ceiling grid and light fixture installations shall meet theseismic design requirements for nonstructural components. ASCE 7, Chapter 13. 49: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 50: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 51: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 52: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 53: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 54: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 55: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 56: All electrical work shall be inspected and approved under a separate permit issued by. the City of Tukwila Permit Center. 57: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 58: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 59: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 0 PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0201 FOOTING 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 1600 PUBLIC WORKS FINAL 4037 SI -CAST -IN-PLACE 4046 SI-EPDXY/EXP CONC 4034 ! SI -METAL PLATE CONN 4028 'SI-REINF STEEL -WELD 4025 SI -STEEL CONST 4026 SI-STRUCT STEEL 4004 SI -WELDING 0406 SUSPENDED CEILING 0601 WALL INSULATION CITY OF TUKWILA ' Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://wvvw.TukwilaWA.gov Date Application Accepted: Date Application Expires: CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 455 Andover Park East Tenant Name: CircusTrix, LLC PROPERTY OWNER Name: Sam Brehm Name: 455 Building LLC City: Fayetteville State: AR Zip: 72701 Address: 121 Lakeside Ave #8 Email: sam@mclain-group.com City: Seattle State: WA Zip: 98122 CONTACT PERSON — person receiving all project communication Name: Sam Brehm Address: 653 W Dickson St City: Fayetteville State: AR Zip: 72701 Phone: (417) 499-1336 Fax: Email: sam@mclain-group.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Company Name: Nielsen Architecture City: Ff vcr If_V (U State:NZ_ Z Zip:'72,7D( Architect Name: Eric Nielsen Address: Address: 1710 SW Commerce Dr #25 City: Bentonville State: AR City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\ApplicationsWorms-Applications On Line\2011 Applications\Permit Application Revised - 8.9.11.docc Revised! August 2011 bh King Co Assessor's Tax No.: 0223400060 Suite Number: Floor: New Tenant: ® Yes ❑..No ARCHITECT OF RECORD Name: CI la.cu5 t SZl x fpt i 1..1415 L- — Company Name: Nielsen Architecture City: Ff vcr If_V (U State:NZ_ Z Zip:'72,7D( Architect Name: Eric Nielsen Address: 1710 SW Commerce Dr #25 City: Bentonville State: AR Zip: 72712 Phone: (479) 254-0112 Fax: Email: eric@nielsen-architecture.com ENGINEER OF RECORD Name: CI la.cu5 t SZl x fpt i 1..1415 L- — Company Name: Core States Group City: Ff vcr If_V (U State:NZ_ Z Zip:'72,7D( Engineer Name: Titus Prater Address: 1700 Industrial Drive Suite B City: Rogers State: AR Zip: 72756 Phone: (479) 877-3467 Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: CI la.cu5 t SZl x fpt i 1..1415 L- — Address: 653 LO 7� CG�0` 1 A -I City: Ff vcr If_V (U State:NZ_ Z Zip:'72,7D( Page 1 of 4 BUILDING PERMIT INFORMATI 206-431-3670 Valuation of Project (contractor's bid price): $ irr 5r. i7I Existing Building Valuation: $ 3,946,000 Describe the scope of work (please provide detailed information): Interior tenant improvement to create trampoline park. Build platform floorings with steel and pnlywood. Demolish parts of existing walls in mezzanine area. Convert storage area into indoor parking. Will there be new rack storage? ❑ Yes O.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 58 Compact: 35 Handicap: 0 Will there be a change in use? ® Yes 0 No If "yes", explain: Trampoline Park FIRE PROTECTION/HAZARDOUS MATERIALS: VI Sprinklers Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2011 Applications\Permil Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC IS' Floor 43,790 43,790 0 III B A3 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage 34,200 34,200 IIIB S-2 Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 58 Compact: 35 Handicap: 0 Will there be a change in use? ® Yes 0 No If "yes", explain: Trampoline Park FIRE PROTECTION/HAZARDOUS MATERIALS: VI Sprinklers Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2011 Applications\Permil Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INF TION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 0 .. Highline ❑...Valley View 0 .. Renton ❑ ... Sewer Availability Provided 0 .. Renton 0 .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond 0 .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ... Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank 0 .. Grease Interceptor ❑ ...Cap or Remove Utilities 0 .. Curb Cut 0 .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut 0 .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. ' WO # ❑ ...Water Only Meter Size 31 WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private ❑ ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water ❑ ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\permit Application Revised - 8.9.11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — 0 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 NER R AUT RIZED AGENT: r p Signature: C Date: I ` 1r 7 Print Name:J(&t MC % 1 Day Telephone: 56 1 % 7_( 73007' ' Mailing Address: 6,c3 W c ] lC,14-501.1 �T IFAVK11,11& GftI Davw,0 NTAT 5FFicf2City 12-cAie---Nx 64,3 H:\ApplicationsTorms-Applications On Line\2011 Applications\Permit Application Revised - 8.9.11 docx Revised: August 2011 bh State 72-70( Zip Page 4 of 4 Cash Register Receipt City of Tukwila Receipt. Number R12475 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY °. PAID $69.87 D17-0014 Address: 455 ANDOVER PARK E Apn: 0223400060 $69.87 Credit Card Fee $2.04 Credit Card Fee R000.369.908.00.00 0.00 $2.04 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R12475 R000.345.830.00.00 1.00 $67.83 $69.87 Date Paid: Wednesday, October 04, 2017 Paid By: GREGORY HEDIN Pay Method: CREDIT CARD 015211 Printed: Wednesday, October 04, 2017 8:52 AM 1 of 1 CPWSYSTEMS DESCRIPTIONS ACCOUNT I QUANTITY L PAID PermitTRAK $69.87 D17-0014 Address: 455 ANDOVER PARK E . Apn: 0223400060 $69.87 Credit Card Fee $2.04 Credit Card Fee R000.369.908.00.00 0.00 $2.04 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $67.83 TOTAL FEES PAID BY RECEIPT: R12239 $69.87 Date Paid: Thursday, August 31, 2017 Paid By: GREGORY HEDIN Pay Method: CREDIT CARD 082714 Printed: Thursday, August 31, 2017 11:27 AM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT ( QUANTITY 1.' PAID $48,371.12 C17-0017 Address: 455 ANDOVER PARK E Apn: 0223400060 $2,500.00 PUBLIC WORKS $2,500.00 TRAFFIC CONCURRENCY 1 R104.367.121.00.00 0.00 $2,500.00 D17-0014 Address: 455 ANDOVER PARK E Apn: 0223400060 $45,871.12 DEVELOPMENT $5,014.33 PERMIT FEE R000.322.100.00.00 0.00 $5,009.83 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $26,711.90 FIRE R304.345.852.00.00 0.00 $19,836.87 PARK R104.345.851.00.00 0.00 $6,875.03 PUBLIC WORKS $13,894.40 TRAFFIC IMPACT FEE 1 R104.345.840.00.00 0.00 $13,894.40 TECHNOLOGY FEE $250.49 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R11934 R000.322.900.04.00 0.00 $250.49 $48,371.12 Date Paid: Tuesday, July 18, 2017 Paid By: THE MCLAIN GROUP LLC Pay Method: CHECK 2549 Printed: Tuesday, July 18, 2017 11:05 AM 1 of 1 CRWSYSTEMS DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY : PAID $3,354.08 D17-0014 Address: 455 ANDOVER PARK E Apn: 0223400060 $3,354.08 Credit Card Fee $97.69 Credit Card Fee R000.369.908.00.00 0.00 $97.69 DEVELOPMENT $3,256.39 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R10495 R000.345.830.00.00 0.00 $3,256.39 $3,354.08 Date Paid: Thursday, January 19, 2017 Paid By: ERIC MCLAIN Pay Method: CREDIT CARD 016005 Printed: Thursday, January 19, 2017 11:49 AM 1 of 1 CJWSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit D 7 -oz!), - PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Proje : C/A eil /x Address: /7/4bAR rK Special Instructions: Type of Inspection: ,az)/L%!�! Date Called: Date Wanted: /0-3/—/7 a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: o f < 7 L)/i-L7I AJ 4 - Inspector: Date: / D V/7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit D7 4L PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: eiRe .57/2ik Type of Inspection: 1311/14)/Ny /01, Address: /55 AnDstieR PAM Date Called: Special Instructions: CALL 5c CALL K Date Wanted:a.m. l0x,1-7 Requester:st�®® Phone N _3-� toV B � � j Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: it) _gip —17 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 \c\‘%. Project: Type of Inspection: Address:� z1AA)tyri /'mi2 4 g Date Called: Special Instructions: Date Wanted: 81711 a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit PERMIT NO. vi\J CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 e����� Pro ect: lsi Ja,O- 1 iX , L t C. Type nspection. . , , Address:er,� /� qc-- — towel o4 6' Date Called: Special Instructions: Date Want a.m. Requester: 612E6 Phone No: Zc'Sgoq 36clU 1►5 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Inspector: Date: A REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 b17 -G 4�1 Prroolect: ld) 12WOSM)X Typeeo nspection: FfL4W1iA/Ce Address:��11^ 7 AA1 C p1e e Date Called: Special Instructions: . Date Wan p.m. Requester: 6126-6, Phone No: 001:5 6647 366/0 Approved per applicable codes. nCorrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D17 - Pro ect: Type o nspection: Address:��jj_ 17) f4IWt 2 i� C Gr Date Called: Special Instructions: Date Wag,ted.%m;_ A�f7 m'. Requeste . 6 Phone No: ['Approved per applicable codes. E Corrections required prior to approval. COMMENTS: pA,Tmoii 4-r" 6Frce- i - 1sT'Lob fi-e - Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD Retain a copy with permit Project: Type of Ins ction: Address: OS-E7,4041hClar R Date Called: Special Instructions: Date Want & ///? �a .m: - Requester: Phone No: /i Oa Approved per applicable codes. COMMENTS: LJ Corrections required prior to approval. 4c a - tc) Inspector: Date:/a `� �, rJ 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Lam+® Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 -way Pr ' ct: Ci acArrci' , Type of Ins ction: L47144y, r Address: Date Calle Speciai instructions: Date Wan ed• Requester Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: i1 J24a, ilAi - 2 ..L A4 6w Dui t,o //f - cit - Date: REINSPECTION FEE REQUIRED. Prior to next inspeEtion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, INSPECTION NO. INSPECTION RECORD Retain a copy with permit Dte7 'COM PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Cliac.�s�z► ac LLS Type of Inspection: t CieSafrt Address: , eicr1— AAran..te iPh2 &' Date Called: Special Instructions: Date Wae o / C-14 Requeste Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: P�A 1 gr- 44,162 01 ' WAu. Ate- s1 S uD6- e% bEwu s/Arg, LIALL, at Inspector:1 imiAi Date:el `7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cali to schedule reinspection. copy INSPECTION RECORD �Retainawith ermit)1 INS'' ION NO p PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro ct: Cr t ectm-r iii Type))ofllnsp ction: I A'n4 Cloctim Address: yCC- A e PAgg 9 Date Calle Special Instructions: Date Wan ti a.m. p.m. Requeste Phone No: Approved per applicable codes. OCorrections required prior to approval. COMMENTS: P%a S't eye hew, sfa- - tituevAist A- b - oe 77) TAPE? Inspector:4 A Date : 1 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 'DO ' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pal=IZ t. TLns in( Address: Y Date Calle � AidekG Special Instructions: Date Wa 7 ' t 7 CA---;-,. p.m. Request : Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: PA fir i MaxLk lsfr6- hiau_c%sr See vg_ TO Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit bI? -cog/ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ProAct: U l 4 X , ..% Typ spection: ma - Address: 4C-r-A-A/b t2 6-: Da e Called: Special Instructions: Date Want d: �3 ! 7 a;m Requester: Phone No: oApproved per applicable codes. Corrections required prior to approval. COMMENTS: P/ A inspector: A Date: &/ 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite. 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. b -1 /'/ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Projjc�t: Cil WA)VW) A, la. Type�fanspection: �-I twl/Agr Address: 4S5-- AAJbovr eAlek E Date Called: Special Instructions: Date Wanted: F 1 /7 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: eltueetisb 412, avinetelz9A le-tcQvesT Inspector: Date :„2/ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWIL.A'FIRE DEPARTMENT 206-575-4407 Project: 14X/Al � ive` i Type of Inspection: Z-72740- L Address: Suite #: GAT - Monitor: Contact Person: Special Instructions: Occupancy Type: Phone No.: ,Approved per applicable codes. Corrections required prior to approval. COMMENTS: cam' /1-9 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: -- f f? Date:' di 7 Hrs.: '- $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form RP. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit, Di7-oo/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ,..-j %viAi'a �trccis Type of Inspection: e- Ql'S mc-, ; , Address:. t - Suite #: 4"Sc / j -/6 -- Contact Peron: / / / Special Instructions: Phone No.: . 1 I Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: . Hood & Duct: ' //_ Pre -Fire: Permits: Occupancy Type: — Imo-+ mkt i l p/ x ` c--, A /ui h:, . 1 (P)-14\cRi 1._ ::---- - vr .. P/ i i -/-A--- t .1 c o,t k /1 f Cl % '� efc Q/ % ----1,14 // r i'� <.J Z ,,G7 C:,� - L'-7 g..�•-.z/ / Needs Shift Inspection: Sprinklers: Fire Alarm: . Hood & Duct: Monitor:. Pre -Fire: Permits: Occupancy Type: Inspector: ,G , s3 Date: /046%/7 Hrs.: ./o ,�„(. U 1 / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address:- City: ddress: City: State: Zip: { Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 t . INSPECTION NUMBER INSPECTION RECORD (Retain a copy with permit b17-001`-( ) 7-i= - )(I PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: / //�1 / : //(GAS Type of Inspection: e u- 5-6 moi . Monitor: Address: ' " / Suite #: - Contact Person: / / / Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 d /' / d 4 /4e- -,/,,4);, 1, s- ier -7711 l/ �'v .i. 1- -! INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit bn -0o I F —1t0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ! Type of Inspection: Address: ki -Special Contact Person: Suite #: 9' AVC.--- V SpecialInstructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ` T-- ; � le 7 /1CS A i 0.7,, l -r CAI/ `91 81 7-'° -1,,r- �oc�) \ — e---,-,742, c i /#A.-74- C,t ' C c..ecc c A / , --''--- /f.," -7;) /-iip-i .,-.4415-ixt,i iko_ irs — VAC, 3 i. -t "`.C.- .- i_4c s SS Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: W ,"ols'7 Date: /o/i3//7 Hrs.: // 6 it $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. ti Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record form.Doc 3/14/14 T.F.D. Form F.P.,113 Lighting, Motor, and Electrical Permit Checklist, Pg. 1 LTG -CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: WATUK Flying Circus Trampoline Park Date 2/21/2017 Thhfollowing information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes LIGHTING CONTROLS Yes C405.2 Lighting controls, general For all lighting fixtures, indicate lighting control method on plans for spaces and lighting zone(s) served, or exception taken E010, E200 Yes NA C405.2 C405.1 Luminaire level lighting controls (LLLC) Lighting in dwelling units Indicate on plans all fixtures provided with LLLC in lieu of C405.2 lighting controls; provide description of control capabilities and performance parameters For permanently installed lighting fixtures in dwelling units, indicate lighting control method on plans for spaces and lighting zone(s) served, or demonstrate compliance with high efficacy exception E010, E200 Yes C405.2.3 C405.2.1.1 C405.2.2.2 C405.2.4 C405.2.5 Manual controls Indicate on plans the method of manual lighting control (whether combined with occupancy sensor, automatic light reduction, daylight responsive or specific application controls), location of manual control device and area or specifice application it serves E010, E200 Yes C405.2.2.1 C405.2.2.2 C405.2.3 Manual interior lighting controls Indicate on plans which method of manual 50% lighting load reduction is provided, or whether lighting load is reduced via occupancy sensors or daylight responsive controls E010, E200 Yes C405.2.2 Method of automatic shut-off control Indicate on plans the method of automatic shut-off control during unoccupied periods (occupancy sensor or time switch) for all lighting zones; Indicate locations where automatic shutoff is provided by other methods (occupancy sensor or digital timer switch) or which time switch control exception applies E010, E200 E010, E200 Yes C405.2.1 C405.2.1.1 Occupancy sensor controls Indicate on plans the spaces served by occupancy sensors; Indicate whether occupancy sensor controls are configured to be manual -on, automatic 50% -on, or serve a space eligible for E010, E200 automatic 100% -on per exception NA C405.2.1.2 Occupancy sensor controls - warehouses Indicate aisleways and open areas in warehouse spaces provided with occupancy sensor controls that reduce lighting power by 50% Yes C405.2.6 Digital timer switch Indicate required digital timer switch control function when control is used E010, E200 Yes C405.2.2.1 Automatic time switch controls Indicate locations of override switches on plans and the lighting zone(s) served, include area sq. ft. E010, E200 NA C405.2.4.2 C405.2.4.3 Daylight zones - Sidelight and toplight Indicate primary and secondary sidelight daylight zone areas on plans, include sq_ft.; Indicate toplight daylight zone areas on plans, include sq. ft.; For small vertical fenestration assemblies (rough opening less than 10 percent of primary daylight zone) where daylight responsive controls are not required, provide fenestration area to daylight zone calculation(s) NA C405.2.4 Daylight responsive controls Indicate on plans lighting zone(s) served by daylight responsive controls; Identify sidelight and toplight daylight zones that are not provided with daylight sensing controls and the exception(s) that apply; Indicate on plans the lighting load reduction method - continuous dimming, or stepped dimming that provides at least two even step between 0%-100% of rated power; Indicate that daylight sensing controls are configured to completely shut off all controlled lights in the lighting zone NA C405.2.5 Additional controls - Specific application lighting controls Identify spaces and lighting fixtures on plans that require specific application lighting controls per this section NA C405.2.5 - Items 1&2 Display and accent lighting Indicate on plans that display and accent lighting, and display case lighting are controlled independently from both general area lighting and other lighting applications within the same space; RE CEIVED CITY Of APR TU KWILA 112017 Indicate manual and automatic lighting control method CORRECTION LTR#� bl`V 001'1 PERMIT CENTER FOR COMPLIANCE PPROVED LVIEWED L 18 2017 • i of Tukwila t a-DtvI IgN NA C405.2.5 Additional controls - Specific application lighting controls Identify spaces and lighting fixtures on plans that require specific application lighting controls per this section NA C405.2.5 - Items 1&2 Display and accent lighting Indicate on plans that display and accent lighting, and display case lighting are controlled independently from both general area lighting and other lighting applications within the same space; RE CEIVED CITY Of APR TU KWILA 112017 Indicate manual and automatic lighting control method CORRECTION LTR#� bl`V 001'1 PERMIT CENTER Lighting, Motor, and Electrical Permit Checklist, Pg. 2 LTG-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: WATUK Flying Circus Trampoline Park Date 2/21/2017 TA following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes NA C405.2.5 - Item 3 Hotel/motel guest rooms Indicate method of automatic control - vacancy or captive key control of all installed luminaires and switched receptacles in guest room NA C405.2.5 - Item 4 Supplemental task lighting Indicate method and location of automatic shut-off vacancy control for supplemental task lighting, including under-shelf or under-cabinet lighting NA C405.2.5 - Item 5 Lighting for non- visual applications Indicate on plans eligible non-visual lighting applications, include sq. ft. area of each lighting control zone; Indicate on plans that non-visual lighting are controlled independently from both general area lighting and other lighting applications within the same space; Indicate method of manual lighting control and applicable automatic lighting control NA C405.2.5 - Item 6 Lighting equipment for sale or demonstration Indicate on plans that lighting equipment for sale or demonstration are controlled independently from both general area lighting and other lighting applications within the same space_ — Indicate method of manual lighting control and applicable automatic lighting control -- ---____--_____-- Yes C405.2.5 - Item 7 Means of egress lighting Identify on plans egress fixtures that function as both normal and emergency. means of egressillumination- Provide calculation of lighting power density of total egress lighting; If total egress lighting power density is greater than 0.02 W/sq. ft., indicate on plans egress fixtures requiring automatic shut-off during unoccupied periods; E010, E200 E010, E200 E010, E200 __—,-- — Indicate method of automatic shut-off control NA C405.2.7 Exterior lighting controls Indicate on exterior lighting plans and fixture schedules the automatic lighting control method, control sequence, and locations served; _ __ __ For building facade and landscape lighting, indicate automatic controls shut off lighting as a function of dawn/dusk and fixed opening/closing time; ______ — — -- __ -- —�� For all other exierior lighting, indicate automatic controls shut off lighting as a function of available daylight; include control sequence that also reduces lighting power by at least 30% between 12am-6am, or from 1 hour after closing to 1 hour before opening, or based upon motion sensor NA C405.5.1 Exterior building grounds lighting controls For building grounds fixtures greater than 100 watts, indicate on plans whether fixtures have efficacy greater than 80 lumens or; are controlled by motion sensor, or are exempt lighting per C405.5.2 Yes C405.2.5 Area controls - Master control switches and circuit power limit Indicate location(s) of master control switch(es) intended to control multiple independent switches; circuit breaker may not be used as a master control switch; -_ Verify that no 20 amp. circuit controlled by a single switch or automatic control is loaded beyond 80% E010, E200 E010, E200 --- NA C406.4 Enhanced digital lighting 9 9 controls To comply with additional efficiency package option, indicate on plans all interior lighting fixtures that are individually addressed and provided with continuous dimming, or exception taken; Include calculation of percent total installed interior lighting power that is configured with required enhanced lighting control functions (min 90% to comply with additional efficiency package option) NA C405.13 C408.3 Lighting system functional testing If claiming lighting system commissioning exemption provide supporti99 calculation; Identify applicable commissioning documentation requirements per Section 0408' or eli ibili for exce tion P — g—---- —=— — ----- Provide written procedures for functional testing of all automatic controls and describe the expected system response ---- ------------------ Lighting, Motor, and Electrical Permit Checklist, Pg. 3 LTG-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: WATUK Flying Circus Trampoline Park Date 2/21/2017 Thgfollowing information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes INTERIOR LIGHTING POWER & EFFICACY Yes C405.4.1 C405.4.1 C405.4.2 Total connected interior lighting power Include all luminaires in lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturer's rated watts per fixture; E010, E200 Identify spaces eligible for lighting power exemption on plans and in compliance forms; indicate the exception applied; Identify lighting equipment eligible for lighting power exemption in fixture schedule and in compliance forms; indicate the exception a_pplied_________________ _ Indicate that exempt lighting equipment is in addition to general area lighting and is controlled independently _________ Yes C405.3 Exit signs Indicate location of exit signs on plans and rated watts per fixture in lighting fixture schedule (maximum 5 watts per fixture) E010, E200 NA C405.1 Lighting in dwelling units - lamp efficacy If high efficacy exception is applied to permanently installed lighting fixtures in dwelling units, indicate in lighting fixture schedule if lamps in fixtures are high efficacy per R404.1. Calculate percentage of fixtures with high efficacy lamps in project (min 75% to comply with exception). NA C406.3 Reduced lighting power density - dwelling unit lamp efficacy For project with dwelling units, to comply with additional efficiency package option indicate in lighting fixture schedule if lamps in fixtures have efficacy rating of 60 lumens per watt or more. Calculate percentage of fixtures with lamps that have this efficacy rating (min 95% to comply with option). Lighting Power Calculation - Indicate compliance path taken C405.4.2.1 Building Area Method Complete required compliance forms — proposed wattage per building area does not exceed maximum allowed wattage per building area. Identify locations of building areas on plans Yes C405.4.2.2 Space-By-Space Method Complete required compliance forms — total proposed wattage does not exceed maximum allowed wattage. Identify locations ofE010, space types on plans, including retail display areas, lobby art & exhibit display areas, and ceiling heights as applicable E200 NA C406.3 Reduced lighting power density To comply with additional efficiency package option, demonstrate in compliance forms that total connected interior lighting wattage is 75% less than the total maximum allowed lighting wattage via Building Area Method or Space-By-Space Method EXTERIOR LIGHTING POWER & EFFICACY NA C405.5.2 Total connected exterior lighting power Include all luminaires in lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturer's rated watts per fixture; Identify exterior applications eligible, for lighting power exemption on plansand in compliance forms; indicate exception applied; _ Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting; include exception claimed for each fixture or group of fixtures under exception category NA Table C405.5.2(1) Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ NA C405.5.1 Exterior building grounds lighting For building grounds fixtures rated at greater than 100 watts that are complying based on efficacy, indicate rated lamp efficacy (in lumens per watt) in fixture schedule NA C405.5.2 Exterior lighting power calculations Complete required compliance form — proposed wattage for exterior lighting plus base site allowed does not exceed maximum allowed Lighting, Motor, and Electrical Permit Checklist, Pg. 4 LTG -CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: WATUK Flying Circus Trampoline Park Date 2/21/2017 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes MOTORS & TRANSFORMERS NA C405.6 Electrical tranformers Include electrical transformer schedule on electrical plans; indicate transformer size, efficiency, or exception taken NA C405.7 Dwelling unit electrical energy consumption Indicate on electrical plans that each dwelling unit in Group R-2 has a separate electrical energy meter NA C405.8 Electric motor efficiency Include all motors, including fractional hp motors, in electric motor schedule on electrical plans; indicate hp, rpm, rated efficiency, or exception applied NA C405.9.1 Elevator cabs For luminaires in each elevator cab, provide calculated average efficacy of combined fixtures that indicates efficacy is not less than 35 lumens per watt; Indicate rated watts per cfm for elevator cab ventilation fans do not exceed 0.33 watts per cfm; Indicate automatic controls that de -energize lighting and ventilation fans when elevator is stopped and unoocupied for a period of 15 minutes or more NA C405.9.2 Escalators and moving walks Indicate escalators comply with ASME A17.1/CSA B44; automatic controls are configured to reduce operational speed to the minimum permitted when not in use NA C405.9.3 Regenerative drive Indicate all one-way down or reversible escalators are provided with a variable frequency regenerative drive NA C405.10 Controlled receptacles Identify all controlled and uncontrolled receptables on electrical plans in each space in which they are required; include receptacle configuration such as spacing between controlled and uncontrolled, duplex devices, etc; Indicate on plans whether the method of automatic control for each controlled receptable zone is by occupant sensor or programmable time -of -day control If "no" is selected for any question, provide explanation: End of Lighting, Motor & Transformer Permit Documents Checklist Lighting Summary LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 201 Projea Info Compliance forms do not require a password to use. Instructional and calculating cells are write- protected. Project Title: WATUK Flying Circus Trampoline Park Date 2/21/2017 Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For Building Department Use ,e _ Company Name: Flying Circus Trampoline Park Company Address: 455 Andover Park East Tukwila, WA 98188 Applicant Name: Applicant Phone: Applicant Email: Project Description 0 New Building 0 Addition 2 Alteration 0 Plans Included Include PROJ-SUM form (included in envelope forms workbook) with lighting complliance forms. Building Additions Refer to Section C502.2.6 for additional requirements. Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project ❑ Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance ❑ ❑ Addition is combined with existing: For Interior lighting projects, include new + existing interior lighting fixture wattage in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. For exterior lighting projects, include new + existing exterior lighting fixture wattage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG -EXT form. Interior and Exterior Lighting Alterations Select all Lighting Power and Lighting Control elements that apply to the scope of the retrofit project. If project includes a combination of spaces where less than 50% of the existing fixtures am replaced in some spaces, and 50% or more of the fixtures are replaced in others, then provide separate lighting power compliance forms for the two retrofit conditions. Spaces undergoing the same type of retrofit may be combined into one lighting power compliance form. Refer to Section C503.6 for additional requirements. All alteration lighting controls shall be commissioned per C408.3. 0 No changes are being made to the interior or exterior lighting systems and existing space uses and configuration are not changed. Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced 0 0 0 Less than 50% of existing are replaced ❑ ❑ ❑ Lamp and/or ballast replacement only — existing total wattage not increased 0 0 0 50% or more replaced - Total lighting p 9 g power.In l new new + existing-to-remainito-remein intures shallin Procopis with total LPA per Sections C405.4.2 and C405.5.2. Include + fixtures in Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the total lighting power prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. 50% threshold applies to number of luminaires for interior spaces and parking garages, and total installed wattage for exterior luminaires. Lighting Controls Interior lighting Parking garage Exterior lighting New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) El 0 0 New or moved lighting panel 0 0 0 Interior space is reconfigured - luminaires unchanged or relocated only 0 P New wiring or circuit - For interior light ng, provide required manual controls per C405.2.3, sensor controls per C405.2.1, daylight responsive controls per C405.2.4 and application controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. New or moved panel - Provide all applicable lighting controls as noted for New Wiring time switch controls per C405.2.2. Reconfigured interior space - Provide all required lighting controls that apply to a Application specific lighting control provisions per C405.2.5 do not apply to reconfigured occupancy specific lighting and automatic new interior space. spaces. Change of Space Use 0 Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4.2(1) or G405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. CORRECTION D17 - oozy REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 10 2017 PERMIT CENTER Lighting Summary, cont LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 ProJectTitle: WATUK Flying Circus Trampoline Park Date 2/21/2017 LV V Interior Lighting System Description 4FT. LED High Bay in open areas. 4FT. LED strip lights on Mezzanine area. Interior Lighting Power Allowance Method O Building Area Method 0 Space -by -space Method Select method used in project. Interior Lighting Controls p All C405.2.1 - C405.2.8 Controls 0 C405.2 Exception 5 Luminaire Level Lighting Control (LLLC) 0 . Additional Efficiency Package Option C406.4 Enhanced digital lighting controls To comply with C406.4, no less than 90% of the total installed interior lighting power shall comply with the required controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in dwelling units comply with: Q 0 C405.2 thru C405.5 Commercial Lighting Controls and LPA o C406.3 High Efficacy Lighting 0 Exterior Lighting System Description RECEIVED CITY OF TUKWILA JUL 102011 PERMIT CENTER ', . p Engin + `i nd Science, Inc REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 B 2017 City et TtotwIla BUIL RECEIVED CITY OF TUKWILA APR 112017 PERMIT CENTER FILE SEISMIC RISK ASSESSMENT REPORT RECEIVED APR 12 2017 TUKWILA PUBLIC WORKS CORRECjION LTR# 455 Andover Park East Tukwila, Washington 98188 Report Date: January 31, 2017 Partner Project Number: 17478246.1 Prepared for: THRIVENT FINANCIAL FOR LUTHERANS btool4 c/o DSC Capital, LLC 1809 7th Avenue, Suite 1301 Seattle, Washington 98101 Engineers who understand your business January 31, 2017 Mr. Thomas Craig DSC Capital, LLC 1.809 7th Avenue, Suite 1301 Seattle, Washington 98101 And THRIVENT FINANCIAL FOR LUTHERANS Subject: Seismic Risk Assessment Report 455 Andover Park East Tukwila, Washington 98188 Project Number: 17-178246.1 Dear Mr. Craig: Partner Engineering and Science, Inc. is pleased to provide the results of the seismic risk assessment (SRA) performed on the above -referenced property. This assessment was performed in general conformance with the scope and limitations as set forth by the ASTM E2026 -16a Guide and E2557 -16a Practice. The purpose of this assessment is to provide a determination of the expected seismic performance of the building at the subject property. The SRA process includes assessment of the regional seismic ground motion hazard, the site soil and stability conditions, characterization of the building structural system(s), determination of building damageability (referred to as the PML), and a determination of building stability. Recommendations are provided, as applicable, for buildings with poor or unacceptable seismic performance. The independent conclusions represent Partner's best professional judgment based upon existing structural conditions and the information and data available to us during the course of this assignment. We appreciate the opportunity to provide consulting services to DSC Capital, LLC and THRIVENT FINANCIAL FOR LUTHERANS, and their respective agents, consultants, attorneys, successors, assigns, and participants. If you have any questions concerning this report, or if we can assist you in any other matter, please contact Ryan Golden at (206) 438-3057. Sincerely, Partner Engineering and Science, Inc. Joseph Derhake, P.E. (WA 50154) Technical Director Ryan Golden Principal 3607 1st Avenue NW, Seattle, WA 98107 0 Phone 800-419-4923 0 Fax 866-928-7418 EXECUTIVE SUMMARY Executive Summary In accordance with the requirements of DSC Capital, LLC THRIVENT FINANCIAL FOR LUTHERANS, and their respective agents, consultants, attorneys, successors, assigns, and participants (Client), Partner Engineering and Science, Inc. (Partner) has performed a seismic risk assessment (SRA), with Probable Maximum Loss (PML) determination, of the improvements located at 455 Andover Park East, Tukwila, Washington 98188 (subject property). ASTM E2026 and E2557 Seismic Due Diligence Report Summary Property Name Property Address Report Title and Date Field Assessor Field Assessor License No. Field Assessment Date Report Author and Senior Assessor Senior Assessor License No. Documents Reviewed: Methods to Determine Site Ground Motions and Site Stability PML Definition Analysis Methods/Procedures Used to Determine PML Analysis Methods/Procedures Used to Determine Building Stability ASTM E2026 & E2557 Level of Investigation Deviations from ASTM Guide and Practice 455 Andover Park East 455 Andover Park East, Tukwila, Washington 98188 Seismic Risk Assessment Report with Probable Maximum Loss (PML), dated January 31, 2017 George Inverso, P.E. 23172, Washington January 19, 2017 Peter D. Chang S3354, California Refer to Section 2.3 2010 USGS ground motion database, publicly available soils data and liquefaction hazards data. Site specific geotechnical report are used, if provided. Scenario Expected Loss (SEL) based on the 2010 USGS database, 475 -year probabilistic ground motion (10% in 50 -year chance of exceedance). Referred often to as SEL -475 or PML50 Losses are reported using the ATC -13-1 "Commentary on the Use of ATC -13 Earthquake Damage Evaluation Data" method within this report 2012 International Building Code, the Original Design Code, and the basic guidance and recommendations prescribed by ASCE 41- 13 "Seismic Evaluation and Retrofit of Existing Buildings", Tier 1 Procedure Ground Motion G[1], Site Stability SS[1], Building Damageability BD[1]. Building Stability BS[1] Refer to Section 1.4 Seismic Risk Assessment Report Project No. 17-178246.1 January 31, 2017 ASTM E2557 Summary Statement Partner has performed a seismic risk assessment with probable maximum loss (PML) determination for earthquake due diligence assessment in general conformance with the scope and limitations of ASTM Guide E2026 and Practice E2557 for a Level 1 assessment of the subject property at 455 Andover Park East, Tukwila, Washington 98188. Exceptions to, or deletions from, ASTM requirements are described in Section 1.4 of this report and are listed above. This PML evaluation for earthquake due diligence assessment has determined the PML for the subject property to be as follows: Building(s) SEL -475 SUL-475 455 Andover Park East, Tukwila, Washington 98188 13% 20% The PML is defined as the Scenario Expected Loss (SEL) based on the 2010 USGS database, 475 -year probabilistic ground motion (10% in 50 -year chance of exceedance). The building meets the building stability requirements as determined by the methods noted above. The subject property lies in a region mapped as having a high susceptibility to liquefiable soil. There is a potential at the site for rapid soil settlement due to earthquake induced liquefaction. Refer to section 3.8 for more detailed discussion of site soil stability. Seismic Risk Assessment Report Project No. 17-178246.1 January 31, 2017 PARTNER TABLE OF CONTENTS 1.0 Introduction 1 1.1 Purpose 1 1.2 Scope of Work 1 1.3 Senior Assessor Statement 1 1.4 Deviation from ASTM E2026 / ASTM E2557 1 1.5 Limitations 1 1.6 User Reliance 2 2.0 Structural System Review 3 2.1 General 3 2.2 Site Observations 3 2.3 Document Review 3 2.4 Codes and Jurisdiction 3 2.5 Property Overview 4 2.6 Foundation System 4 2.7 Gravity Load Resisting System 4 2.8 Lateral Force Resisting System 4 2.9 Design Review 5 2.9.1 Positive Structural Attributes 5 2.9.2 Negative Structural Attributes 5 3.0 Seismic Hazard and Site Stability 6 3.1 Earthquake Ground Motion 6 3.2 Regional Earthquake Faults and Seismic Activity 7 3.3 Site Soil Classification 8 3.4 Surface Fault Rupture 8 3.5 Liquefaction Susceptibility 9 3.6 Landslide Susceptibility 9 3.7 Tsunami and Seiche 9 3.8 Site Stability Assessment 9 4.0 Seismic Risk Assessment Of Structural Systems 10 4.1 General 10 4.1.1 Building Damageability Method 10 4.1.2 Loss Estimation Terminology 10 4.2 Seismic Loss Estimation (PML) 11 4.3 Building Stability Assessment 12 4.4 Recommendations 12 4.5 Opinion of Cost 13 5.0 Certification of Provider 14 6.0 Glossary of Terms 15 Seismic Risk Assessment Report Project No. 17-178246.1 January 31, 2017 APPENDICES The following report Figures and Appendices are attached at the end of this report. Appendices Appendix A: Site Plan Appendix B: Site Photographs Appendix C: Soil and Fault Hazard Maps Appendix D: Modified Mercalli Intensity Scale Appendix E: Seismic Zone Map of the United States Appendix F: State Seismic Hazard Map Appendix G: Provider Qualifications (Resumes) Seismic Risk Assessment Report Project No. 17-178246.1 January 31, 2017 • 1.0 INTRODUCTION 1.1 Purpose The purpose of this seismic risk assessment (SRA) is to evaluate the expected seismic performance of the subject site and buildings using a probabilistic seismic hazard and an industry recognized building damageability model and building stability evaluation methodology. 1.2 Scope of Work This assessment was performed in general conformance with the scope and limitations as set forth by the following scopes of work, standards, and as specified in the agreed contract that initiated this work. • ASTM E2026 -16a "Standard Guide for Seismic Risk Assessment of Buildings" • ASTM E2557 -16a "Standard Practice for Probable Maximum Loss (PML) Evaluations for Earthquake Due -Diligence Assessments" • ATC -13 "Earthquake Damage Evaluation Data for California" • ATC -13-1 "Commentary on the Use of ATC -13 Earthquake Damage Evaluation Data for Probable Maximum Loss Studies of California Buildings" The independent conclusions represent Partner's best professional judgment based upon existing conditions and the information and data available to us during the course of this assignment. 1.3 Senior Assessor Statement A cursory evaluation of this building structure was conducted prior to scheduling the field assessment. Based on the building type, a separation of tasks was deemed justified. A Field Assessor was selected with an appropriate level of experience to document the condition, structural characteristics, and quality of representative components. The Field Assessor resume and qualifications are attached to this report. 1.4 Deviation from ASTM E2026 / ASTM E2557 Deviations from the ASTM E2026 -16a Guide and E2557 -16a Practice are listed below. The deviations are part of the Partner standard operating procedures for this specific SRA, were specified in the Client's scope of work, or were due to limitations in staffing based on the required schedule for this engagement. • The field observations were performed by the Property Condition Assessor, not by the engineer who authored or reviewed the seismic risk assessment. 1.5 Limitations The assessment performed by Partner is based upon the guidelines set forth by the ASTM Standard current to the issuance of this report and subject to the limitations stated therein. Our review of the subject property consisted of a visual assessment of the site, the building exteriors and interiors, and any visible structural elements. Any technical analyses made are based on the appearance of the improvements at the time of Seismic Risk Assessment Report Project No. 17-178246.1 January 31, 2017 Page 1 PARTNER this assessment, a review of any available structural drawings or geotechnical reports, and the assessor's experience with buildings of this structural configuration, constructed within the documented era. Information regarding the subject property is obtained from a site walk-through survey, local government agency records review (if specifically requested in the contract), interviews and client-, tenant- or property owner -provided documents. No material sampling, invasive or destructive investigations, equipment or system testing was performed., The observations and related comments within this report are limited in nature and should not be inferred as a guarantee of future seismic performance. 1.6 User Reliance Partner was engaged by DSC Capital, LLC and THRNENT FINANCIAL FOR LUTHERANS, and their respective agents, consultants, attorneys, successors, assigns, and participants (Client), or their authorized representative, to perform this assessment. The engagement agreement specifically states the scope and purpose of the assessment, as well as the contractual obligations and limitations of both parties. This report and the information therein, are for the exclusive use of the Client. This report has no other purpose and may not be relied upon, or used, by any other person or entity without the written consent of Partner. Third parties that obtain this report, or the information therein, shall have no rights of recourse or recovery against Partner, its officers, employees, vendors, successors or assigns. Any such unauthorized user shall be responsible to protect, indemnify and hold Partner, the Client and their respective officers, employees, vendors, successors and assigns harmless from any and all claims, damages, losses, liabilities, expenses (including reasonable attorneys' fees) and costs attributable to such use. Unauthorized use of this report shall constitute acceptance of, and commitment to, these responsibilities, which shall be irrevocable and shall apply regardless of the cause of action or legal theory pled or asserted. This report has been completed under specific Terms and Conditions relating to scope, relying parties, limitations of liability, indemnification, dispute resolution, and other factors relevant to any reliance on this report. Any parties relying on this report do so having accepted the Terms and Conditions for which this report was completed. A copy of Partner's standard Terms and Conditions can be found at http://www.partneresi.com/terms-and-conditions.php. Seismic Risk Assessment Report Project No. 17-178246.1 January 31, 2017 Page 2 2.0 STRUCTURAL SYSTEM REVIEW 2.1 General Property Summary Data Property Name Property Address Number of Buildings Number of Stories Building Square Footage Date of Construction Construction Classification 2.2 Site Observations 455 Andover Park East 455 Andover Park East, Tukwila, Washington 98188 One One Story 83,880 SF Originally constructed in 1973 with seismic retrofitted in 2015 PC1 - Precast or Tilt -Up Concrete Shear Walls with Flexible Diaphragms. The site assessment was conducted by George Inverso on January 19, 2017. The investigation and review of the structural elements was limited to the structural elements that are visible without removal of the architectural finishes. Invasive investigation and/or destructive testing was not performed as part of this assessment. Photos of the subject property are provided in Appendix B. 2.3 Document Review The following documents were requested, and if available, reviewed as part of this assessment. Information obtained from the documents is incorporated into the appropriate Sections of this report. If available, copies of the referenced documents are included in the appendices. Documents Structural Drawings Architectural Drawings Seismic Retrofit Drawings Geotechnical Report Prior SRA Reports Original Structural Drawings prepared by Peter A. Lenfrum & Associates, dated 9/19/1972 Original Architectural Drawings prepared by Peter A. Lenfrum & Associates, dated 9/19/1972 Not available Not available Not available 2.4 Codes and Jurisdiction The review of the applicable building codes and jurisdiction having authority is summarized below: Seismic Risk Assessment Report Project No. 17-178246.1 January 31, 2017 Page 3 Codes and Jurisdiction Original Design Code Prior Seismic Retrofit Code (Based on historic permit and/or structural document review) Mandatory Seismic Retrofit Upgrades and Ordinances Jurisdiction 2.5 Property Overview 1970 Uniform Building Code (UBC) (verified through drawing review) 1997 Uniform Building Code (UBC) (assumed) None City of Tukwila, Washington Property Data Name 455 Andover Park East Address 455 Andover Park East City, State and Zip Code Tukwila, Washington 98188 Property use Light Industrial Number of buildings 1 Number of floors 1 Year built Originally constructed in 1973 with seismic retrofitted in 2015 Net rentable area (sf) 83,400 Foundation / Substructure Concrete slab -on -grade with perimeter and interior footings under load bearing structures Superstructure Concrete tilt -up Facade Concrete tilt -up wall panels Roof type Flat, single -ply TPO system 2.6 Foundation System The building foundation system consists of continuous perimeter concrete grade beams supporting concrete tilt -up panel walls and individual spread footings supporting steel columns. The building main floor is constructed as a concrete slab -on -grade with'control joints around each column, at column lines, and at intermittent locations between column lines and perimeter walls. 2.7 Gravity Load Resisting System The primary gravity system consists of tilt -up reinforced concrete bearing walls and interior steel columns. The roof is constructed of plywood structural panels. Both dimensional lumber joists and glue laminated beams support the panels. Tilt -up reinforced concrete walls support the framing elements through a connection of wood ledgers. 2.8 Lateral Force Resisting System The horizontal lateral load resisting elements include flexible diaphragms, (plywood structural sheathing). Exterior tilt -up concrete shear walls laterally support the diaphragms. The framing is anchored to the Seismic Risk Assessment Report Project No. 17-178246.1 January 31, 2017 Page 4 PARTNER i concrete walls with wood ledgers. At the base, the shear walls are anchored to the concrete foundation. In addition, seismic retrofitted continuity ties were observed between roof chord members (Refer to Photo #10 in Appendix B) in the building. Seismic retrofitted steel brackets were observed at the corners of tilt -up concrete panels (Refer to Photos #6 and #11 in Appendix B) in the building. Seismic retrofitted steel plates were observed between tilt -up concrete panels (Refer to Photo #7 in Appendix B) in the building. Seismic retrofitted positive ties were observed between tilt -up concrete panels and roof structural framing (Refer to Photos #8 and #9 in Appendix B) in the building. 2.9 Design Review The subject property has attributes that contribute both positively and negatively to the seismic performance of the structure. In general, lighter weight structures with regular configuration and a redundant and ductile LFRS will have more favorable performance than a building with limited redundancy and irregular shape due to horizontal and vertical setbacks. 2.9.1 Positive Structural Attributes The building has the following positive structural and configuration attributes that contribute to favorable seismic performance: • Complete load paths were identified in both directions • The seismic retrofitted building meets the benchmark code criteria explained in ASCE-41-13 • Seismic retrofitted continuity ties were observed between roof chord members (Refer to Photo #10 in Appendix B) in the building. • Seismic retrofitted steel brackets were observed at the corners of tilt -up concrete panels (Refer to Photos #6 and #11 in Appendix B) in the building. • Seismic retrofitted steel plates were observed between tilt -up concrete panels (Refer to Photo #7 in Appendix B) in the building. • Seismic retrofitted positive ties were observed between tilt -up concrete panels and roof structural framing (Refer to Photos #8 and #9 in Appendix B) in the building. 2.9.2 Negative Structural Attributes • Moderate roll -up doors and storefront openings: Increased levels of structural damage during future seismic shaking may occur due to the expected marginal performance of localized shear walls between large roll -up doors and storefront openings. The limitations in the localized arears of large storefront and roll -up door openings have been accounted for in our adjustments of table b -values in our loss estimated. Seismic Risk Assessment Report Project No. 17-178246.1 January 31, 2017 Page 5 PARTNER 3.0 SEISMIC HAZARD AND SITE STABILITY 3.1 Earthquake Ground Motion The probabilistic seismic ground motions are determined for the subject property for the following: • Quantify the 475 -year probabilistic seismic ground motion for calculation of the seismic loss estimations provided in Section 4.2. • Quantify the current Building Code design -basis seismic ground motions in comparison with the design -basis ground motions required by the Building Code in effect at the time of construction. The current Building Code design -basis seismic ground motion is utilized in the building stability assessment provided in Section 4.3. Seismic ground motions were obtained from the 2010 United States Geological Survey (USGS) seismic hazard database. This seismic hazard database is reported through the SeismiCat seismic risk assessment tool utilized by Partner. Site Class B -C and Site Class DE PGA and Spectral Acceleration (SA) values for the subject property are provided below for five typical return periods. Site Class B -C Return Period PGA (%g) SA at 0.2 second (%g) SA at 1.0 second (%g) 10 72 475 975 2475 Site Class DE 1.9 10.8 30.3 41.7 60.6 4.1 23.3 67.2 94.2 141.6 1.0 6.8 21.8 30.8 45.8 Return Period PGA (%g) SA at 0.2 second (%g) SA at 1.0 second (%g) 10 72 475 975 2475 3.6 19.0 46.6 60.4 80.7 7.8 40.1 98.3 127.0 171.1 2.9 16.5 45.6 61.2 85.7 Seismic Risk Assessment Report Project No. 17-178246.1 January 31, 2017 Page 6 S ti The 475 -year probabilistic seismic hazard for the subject property is summarized below for Site Class B -C. Site specific soil adjustments are made in the Toss estimation calculation as appropriate. Return Period Ground Motion Parameter 475 -Year PGA (10% probability of exceedance in 50 -Years) Instrument Intensity (1 to 12) Modified Mercalli Intensity (MMI) (1 to XII) 0.30g 9.4 IX 3.2 Regional Earthquake Faults and Seismic Activity The regional seismicity is primarily controlled by the Seattle Fault Zone and the Western Cascadia Subduction Zone (WCSZ). The DBE level, or 475 -year seismic event, is controlled by a probabilistic earthquake along the Seattle Fault Zone. The Seattle Fault is a zone of multiple shallow east -west thrust faults that cross the Puget Sound Lowland and through Seattle (in the US State of Washington) in the vicinity of Interstate Highway 90. The Seattle Fault was first recognized as a significant seismic hazard in 1992 when a set of reports showed that about 1100 years ago it was the scene of a major earthquake of about magnitude 7, an event that entered Indian oral legend. Extensive research has since shown the Seattle Fault to be part of a regional system of faults. The Seattle Fault (and the related Tacoma Fault) is not the only source of earthquake hazard in the Puget Lowland. Other faults in the near surface continental crust, such as the South Whidbey Island Fault (near Everett), and the yet to be studied Olympia Fault (near Olympia), though historically quiescent, are suspected of generating earthquakes of around magnitude 7. Others, such as the 2001 Nisqually earthquake, originate about 50 to 60 km below Puget Sound in the Benioff zone of the subducting Juan de Fuca plate; being so deep their energy is dissipated. And there are the infrequent but very powerful great subduction events, such as the magnitude 9 1700 Cascadia earthquake, where the entire Cascadia subduction zone, from Cape Mendocino to Vancouver Island, slips. The following table lists the active earthquake faults that could produce a damaging earthquake in the greater Seattle Fault Zone and the Western Cascadia Subduction Zone (WCSZ). The faults located within approximately 50 -mile radius are in listed order by distance to the subject property. The limiting magnitude (maximum earthquake potential) and fault type are provided. Table includes Fault Name, Faulting Type, Limiting Magnitude (i.e. Maximum Credible Earthquake), and the straight-line distance from the subject property to the closest point on the fault trace (in miles). Earthquake Fault Trace Type Limiting Magnitude Distance Seattle fault zone -southern Seattle fault zone -middle Seattle fault zone -northern TH TH TH 7.1 7.2 7.2 5.1 7.2 8.4 Seismic Risk Assessment Report Project No. 17-178246.1 January 31, 2017 Page 7 PARTNER 1 • Earthquake Fault Trace Type Limiting Distance Magnitude Southern Whidbey Island fault -southern Southern Whidbey Island fault -middle Southern Whidbey Island fault -northern Cascadia Subduction Zone Utsalady Point fault Strawberry Point fault Devils Mountain fault Lake Creek -Boundary Creek fault 3.3 Site Soil Classification OB OB OB RV OB OB RV RV 7.4 19.4 7.4 21.3 7.4 24.7 9.2 55.1 6.7 56.1 6.7 59.2 7.5 59.9 6.8 62.8 The site soils were determined using publically available soils information and the site soil classifications specified by the 2012 IBC and ASCE 7-10. The geotechnical quality of the site soils will influence the ground shaking intensity experienced at the site. In general, softer soils tend to amplify earthquake ground motions and increase building structural damage, while buildings on stiff soils and rock subsurface tend to experience lower levels of damage when subjected to the same earthquake source. The site soils are classified as follows: ASCE 7-10 Site Classifications Site Class A (Hard Rock) Site Class B (Rock) Site Class C (Very dense soil and soft rock) Site Class D (Stiff soil) Site Class E (Soft clay soil) Site Class F (Soils requiring site-specific geotechnical investigation) Most Stable Most Typical Least Stable Subject Property Soil Classification Site Class DE 3.4 Surface Fault Rupture A building founded directly over an active fault or within close proximity to the documented, active fault trace could be at risk of damage due to movement of the subsurface due to the fault rupture. Seismic Risk Assessment Report Project No. 17-178246.1 January 31, 2017 Page 8 PARTNER Based on our review of active regional earthquake faults and the hazard maps, the subject property IS NOT located within a fault rupture zone or at risk of damage due to surface fault rupture. This determination is based on the proximity of the subject property to documented earthquake fault traces. 3.5 Liquefaction Susceptibility Soil liquefaction describes a phenomenon whereby a saturated or partially -saturated soil substantially loses strength and stiffness in response to an applied stress, usually earthquake shaking or other sudden change in stress condition, causing it to behave like a liquid. The phenomenon is most often observed in saturated, loose (low density or poorly compacted), sandy soils. This is because loose sand has a tendency to compress when a load is applied; dense sands by contrast tend to expand in volume. Soil liquefaction can result in a loss of bearing capacity and support of the foundation system, resulting in differential or global settlement of the building. This rapid settlement can result in increased damage levels beyond that estimated due to ground shaking alone. Based on our review of the site soil conditions, and the publically available liquefaction hazard mapping, the site soils are classified as having HIGH liquefaction susceptibility. 3.6 Landslide Susceptibility Based on the relatively flat site topography and fully developed adjacent parcels, the risk of earthquake - induced landslide is classified as LOW. 3.7 Tsunami and Seiche Based on the proximity of the subject property to large bodies of open water that could produce earthquake -induced waves of water due to tsunami seiche the risk of damage due to tsunami inundation is classified as LOW. 3.8 Site Stability Assessment Based on our review of the site soil conditions, and secondary site stability hazards, the subject property is considered to have a HIGH risk of soil failure when subjected to strong seismic ground shaking. Site soil failure due to liquefaction is considered credible for this site but the magnitude of the hazard is not fully quantifiable without a site-specific geotechnical report and liquefaction analysis. Damage due to soil liquefaction is uncertain and beyond the scope of this SRA report. The reported loss estimations do consider the effects of potential soil liquefaction and the MMI is adjusted up by one level. Seismic Risk Assessment Report Project No. 17-178246.1 January 31, 2017 Page 9 PARTNER 4.0 SEISMIC RISK ASSESSMENT OF STRUCTURAL SYSTEMS 4.1 General Seismic loss estimations and a determination of building stability are provided for the subject property and improvements in the following sections. The damage models employed for the various facility classes are based upon historical building earthquake performance data and expert opinion, rather than upon specific information concerning the properties in question. The loss estimations provided are based on damage to the building structure from strong ground shaking and (where relevant) liquefaction -induced settlements. Loss estimates do not include damage due to other hazards such as surface fault rupture, tsunami, seiche, seismically -induced landslide or earthquake -initiated fires. The seismic performance of each property type may vary considerably, and all risk estimates involve uncertainty. Factors affecting the seismic performance include structural configuration, design force levels, seismic design details, dynamic characteristics, construction quality, condition and any preexisting damage, and local site conditions. These factors are generally beyond the scope of the baseline damage models, and require the involvement of experienced engineers and geologists to refine the estimates. This report utilizes site condition data and building vulnerability data assembled and interpreted by the user, who is solely responsible for the data and for the use of the results obtained. This report makes no representation regarding the accuracy of risk estimates produced for particular properties or sites. The user must evaluate the results and take responsibility for all engineering or business decisions made. 4.1.1 Building Damageability Method A number of peer-reviewed and published earthquake loss estimation methodologies were used to determine the PML. The following methodologies and tools have been used in combination to provide the seismic loss estimation in Section 4.2. • ATC -13 "Earthquake Damage Evaluation Data for California" developed under a contract with the Federal Emergency Management Agency (FEMA). (Published 1985, 492 pages); and ATC -13-1 "Commentary on the Use of ATC -13 Earthquake Damage Evaluation Data for Probable Maximum Loss Studies of California Buildings" (Published 2002, 66 pages). ATC -13 provides loss estimation data for 78 classes of structures. • The SeismiCat seismic risk assessment tool developed by ImageCat, Inc., Long Beach, California. The SeismiCat tool is used to compile site data utilized in this report, including probabilistic ground motion hazard data (based on the 2010 USGS seismic hazard database), site soil classifications, fault mapping and rupture zones. 4.1.2 Loss Estimation Terminology ASTM E2026 and E2557 define Probable Maximum Loss (PML) as a general non-specific term, which has been historically used to characterize building damageability. A PML can be defined in a variety of Seismic Risk Assessment Report Project No. 17478246.1 January 31, 2017 Page 10 ARTNER probabilistic and deterministic approaches within the ASTM E2026 and E2557 standards. The following terminology is relevant for this evaluation: • Probable Loss (PL): Earthquake loss to the building systems associated with specified earthquake events on specific fault(s) affecting the building. • Scenario Loss (SL): Earthquake loss to the building systems associated with specified earthquake events (probabilistic return period or earthquake of specified size and location) on specific fault(s) affecting the building. • Scenario Expected Loss (SEL): Defined as the expected value of the Scenario Loss (SL) resulting from the specific earthquake ground motion of the earthquake scenario selected. In the SEL, the earthquake loss to a building would be represented by the average or mean amount of loss that a building is estimated to experience from a specified earth -quake ground motion. As the average loss, the SEL has an approximate 50% possibility of exceedance. For the purposes of this document, the SEL is defined as the expected or mean loss resulting from the damage experienced due to a 475 -year return period earthquake. This from of the SEL is often referred to as the SEL -475. The SEL is also referred to as the PML50. • Scenario Upper Loss (SUL): Defined as the Scenario Loss (SL) that has a 10% probability of exceedance due to the specified earthquake ground motion of the scenario considered. It is also referred to as the 90% non-exceedance probability or the upper -bound loss. If 10 buildings of equivalent configuration and construction were subjected to the same earthquake ground shaking, the earthquake repair costs would be expected to exceed the SUL for only one of the ten buildings, or 10%. For all practical purposes the SUL will exceed the SEL for any given earthquake scenario. Similar to the SEL, the most common representation of the SUL is the SUL-475, associated with the 90% confidence loss estimation resulting from the damage experienced due to a 475 -year return period earth -quake. The SUL is also referred to as the PML90. 4.2 Seismic Loss Estimation (PML) The Probable Maximum Loss (PML) is defined as the Scenario Expected Loss (SEL) based on the 475 -year probabilistic seismic ground motion as reported in the 2010 USGS seismic hazard database. The term is often referred to as the SEL -475 or PML50. Both SEL and SUL are determined using the BETA distribution function and the recommended baseline parameters documented in ATC -13-1. Partner modifies the BETA distribution parameters as shown below. The seismic Toss estimation for the subject property is summarized below. The aggregate loss estimation for multiple buildings (if applicable) is calculated using a weighted average based on the size of the building (using gross or net square footage). The Scenario Expected Loss (SEL) is estimated using the distribution parameters that correspond to the mean damage factor. The resulting damage factor are shown below: Seismic Risk Assessment Report Project No. 17-178246.1 January 31, 2017 Page 11 PARTNER (1) Lower Beta distribution parameter from ATC 13-1 model building Table B-39. (2) Upper Beta distribution parameter from ATC 13-1 model building Table B-39. (3) 100 x 5.22 / (5.22 + 34.91) = 13% The Scenario Upper Loss (SUL) is estimated using the Microsoft Excel function BETAINV and the Beta distribution parameters that correspond to the mean damage factor computed above (SEL). The Beta distribution parameters used in the BETAINV function and the resulting damage factor are shown below: Scenario Expected Loss (SEL) Buildings Alpha Value(1) Beta Value(2) Standard deviation of damage factor SEL(3) 455 Andover Park East 5.22 34.91 5.24% 13% (1) Lower Beta distribution parameter from ATC 13-1 model building Table B-39. (2) Upper Beta distribution parameter from ATC 13-1 model building Table B-39. (3) 100 x 5.22 / (5.22 + 34.91) = 13% The Scenario Upper Loss (SUL) is estimated using the Microsoft Excel function BETAINV and the Beta distribution parameters that correspond to the mean damage factor computed above (SEL). The Beta distribution parameters used in the BETAINV function and the resulting damage factor are shown below: (4) Lower Beta distribution parameter for the Microsoft Excel© statistical function BETAINV, and ATC 13-1 model building Table B-39. (5) Upper Beta distribution parameter for the Microsoft Excel© statistical function BETAINV, and ATC 13-1 model building Table B-39. (6) Microsoft Excel© statistical function BETAINV (0.9, 5.22, 34.91) = 20% 4.3 Building Stability Assessment A cursory building stability assessment was conducted in accordance with the ASTM Standard Guide E2026 and Standard Practice E2557. The stability assessment utilizes the 2012 IBC design -basis ground motions and the framework specified in the national standard, ASCE 41-13 "Seismic Evaluation and Retrofit of Existing Buildings", Tier 1 evaluation procedures. The Tier 1 procedure employs a series of checklists that target known seismic vulnerabilities of specific structural systems. Based on our assessment of the subject property it is expected that the building will remain stable in -whole and in -part when subject to a future, 2012 IBC design -basis seismic ground motion. 4.4 Recommendations Seismic strengthening is not considered a requirement based on the acceptable building damageability and building stability determination. No further action is considered required. Seismic Risk Assessment Report Project No. 17-178246.1 January 31, 2017 Page 12 Upper -bound Loss (SUL) Buildings Alpha Value) Beta Values) Standard deviation of damage factor SUL(6) 455 Andover Park East 5.22 34.91 5.24% 20% (4) Lower Beta distribution parameter for the Microsoft Excel© statistical function BETAINV, and ATC 13-1 model building Table B-39. (5) Upper Beta distribution parameter for the Microsoft Excel© statistical function BETAINV, and ATC 13-1 model building Table B-39. (6) Microsoft Excel© statistical function BETAINV (0.9, 5.22, 34.91) = 20% 4.3 Building Stability Assessment A cursory building stability assessment was conducted in accordance with the ASTM Standard Guide E2026 and Standard Practice E2557. The stability assessment utilizes the 2012 IBC design -basis ground motions and the framework specified in the national standard, ASCE 41-13 "Seismic Evaluation and Retrofit of Existing Buildings", Tier 1 evaluation procedures. The Tier 1 procedure employs a series of checklists that target known seismic vulnerabilities of specific structural systems. Based on our assessment of the subject property it is expected that the building will remain stable in -whole and in -part when subject to a future, 2012 IBC design -basis seismic ground motion. 4.4 Recommendations Seismic strengthening is not considered a requirement based on the acceptable building damageability and building stability determination. No further action is considered required. Seismic Risk Assessment Report Project No. 17-178246.1 January 31, 2017 Page 12 4.5 Opinion of Cost An opinion of cost is not provided as seismic strengthening is not considered to be a performance requirement. Seismic Risk Assessment Report Project No. 17-178246.1 January 31, 2017 Page 13 5.0 CERTIFICATION OF PROVIDER The conclusions presented in this report are professional opinions based solely upon visual observations of the site and vicinity and our interpretation of the provided information and documents reviewed. The opinions and recommendations presented herein apply to existing and reasonably foreseeable site conditions. We cannot act as insurers, and no expressed or implied representation or warrant is included or intended in our report, except that our work was performed, within the limits prescribed by our clients, with the customary thoroughness and competence of our profession at the time and place the services were rendered. 1. All information in this report reflects the consultant's best professional opinion and judgment. 2. The information in this report is for the sole use of DSC Capital, LLC and THRIVENT FINANCIAL FOR LUTHERANS, and their respective agents, consultants, attorneys, successors, assigns, and participants and cannot be reproduced or copied without written authorization from Partner Engineering and Science, Inc. Field Observer: George Inverso (WA 23172) Field Assessor Prepared by: Peter D. Chang (CA S3354) Senior Assessor Seismic Risk Assessment Report Project No. 17-178246.1 January 31, 2017 Page 14 6.0 GLOSSARY OF TERMS Acceleration Active Fault Alluvium Amplification Alquist-Priolo (A -P) Special Studies Zone Average Annual Loss .............................................................................. Business Interruption (BI) Loss .............................................................................. Damage Hazard Liquefaction Definition The rate of change of velocity. As applied to strong ground motions, the rate of change of earthquake shaking velocity of a reference point. Commonly expressed as a fraction or percentage of the acceleration due to gravity (g), wherein g = 980 centimeters per second squared. An earthquake fault that is considered to be likely to undergo renewed movement within a period of concern to humans. Faults are commonly considered to be active if they have moved one or more times in the last 10,000-11,000 years, but they may also be considered potentially active when assessing the hazard for some applications even if movement has occurred in the last 500,000 years. See fault. A soil type consisting of loosely compacted gravel, sand, silt, or clay deposited by strea ms. An increase in seismic wave amplitude as the waves propagate through certain soils, in sedimentary basins, or in certain topographic configurations (e.g. along ridge lines). More recently known as Earthquake Fault Zone (EFZ). In California, these are defined areas surrounding active faults, as defined by the State Geologist, within which it is necessary to perform fault location studies in order to construct buildings for human occupancy. Buildings for human occupancy may not be constructed within 50 feet of the identified fault rupture trace. Details of the regulations are presented in Special Publication 42, published by the California Geological Survey (CGS). The long-term loss rate per year due to hazards, calculated as the probabilistic loss contribution of all events. Economic loss associated with loss of function of a commercial enterprise. Physical disruption of a structure or equipment item, such as cracking in walls or overturning of equipment. A natural physical manifestation of the earthquake peril, such as ground shaking, soil liquefaction, surface fault rupture, landslide or other ground failures, tsunami, seiche. These hazards can cause damage to man-made structures. A ground failure phenomenon in which loose, granular soils below the water table lose shear strength when subjected to many cycles of strong ground shaking. Seismic Risk Assessment Report Project No. 17-178246.1 January 31, 2017 Page 15 Term Definition Magnitude (M) Peak Horizontal Acceleration (PHA) and Peak Ground Acceleration (PGA) Probable Loss Probable Maximum Loss Probability of Exceedance Risk Magnitude (M) is the most widely used measure of the size of an earthquake. Magnitude scales are logarithmic, found by taking the common logarithm (base 10) of the largest ground motion recorded at the arrival of the type of seismic wave being measured and correcting for the distance to the earthquake's epicenter. A typical seismogram will display separate arrival times for P-waves or compressional waves, and the slower S -waves or shear waves. The difference in arrival times for P- and S - waves indicates site -to -source distance. The logarithmic scale means that an increase in magnitude by one unit corresponds to a tenfold increase in measured wave amplitude. Moreover, the energy released by an earthquake increases by a factor of about 30 for each unit increase in magnitude. An instrumental measure of earthquake ground motion intensity, normally taken from a triaxial earthquake accelerogram. The horizontal of the randomly -oriented component maxima may be combined to give a 'geometric mean', or simply taken as the maximum value recorded from the horizontally-oriented axes. The time history may also be processed to instantaneous vectorial maximum value, or rotated to fault - parallel and fault -perpendicular directions. PHA may also be referred to as PGA (peak ground acceleration). A level of building damage from earthquake, expressed as a fraction of the building replacement value, having a stated probability of exceedance within a given exposure period. Alternatively, a level of earthquake damage having a stated return period. Probable Loss is found by considering all levels of earthquake hazard that may occur for the site in question, the building damage associated with each hazard level, and the variability of building damage within each hazard state. ............................................................................................................................................................................................................................................................:.................................................................................................................................... A term used in the past to characterize the risk of earthquake damage to buildings. Care must be used to avoid ambiguity in definition [ASTM E2026 -16a]. PML50 is a term sometimes used interchangeably with Scenario Expected Loss (SEL), and PML90 is sometimes used interchangeably with Scenario Upper Loss (SUL). In the context of these risk reports, this is the probability that a specified level of damage will be surpassed within the exposure period (related to building life or term of investment), given the site's seismic environment and the property's seismic vulnerability. Using a Poissonian model, the probability of exceedance and exposure period are related to the average return interval of the loss. For example, a loss level that has a 10% chance of exceedance in a 30 -year exposure period may be described as having a 285 -year average recurrence interval. A loss level that has a 10% chance of exceedance in a 50 -year exposure period has a 475 -year average recurrence interval. The chance or probability that some undesirable outcome, such as injury, damage or loss, will occur during a specified exposure period. Seismic Risk Assessment Report Project No. 17-178246.1 January 31, 2017 Page 16 PARTNER Term Definition Scenario Loss Vulnerability Tsunami [end of report] A level of building damage from earthquake, expressed as a fraction of the building replacement value, associated with a stated earthquake hazard scenario. In our reports, probabilistic seismic hazards are used, and the stated scenario is based on the level of ground shaking that has a 10% chance of being exceeded in the exposure period specified by the user. Scenario Loss is further specified as the mean loss (Scenario Expected Loss or SEL) or the 90% nonexceedance loss (Scenario Upper Loss or SUL) for the stated hazard. The susceptibility of a building, equipment item or component to damage or loss from a specific hazard. Seismic seawave Seismic Risk Assessment Report Project No. 17-178246.1 January 31, 2017 Page 17 APPENDIX A: SITE PLAN • ro ect No. 17-178246. APPENDIX B: SITE PHOTOS 1. Building front (east) elevation facing Andover Park East 3. Building west elevation 5. Exposed interior structural framing 2. Building south elevation 4. Building north elevation 6. Corner steel brackets connecting tilt -up concrete panels APPENDIX B: SITE PHOTOS Project No. 17-178246.1 PARTNER 7. Welded steel plate connecting tilt -up concrete panels 8. Positive seismic anchor connecting roof framing and tilt -up concrete panel 9. Positive seismic anchor connecting roof framing and tilt -up 10. Continuity tie connecting between roof structural chord concrete panel members 11. Corner steel brackets connecting tilt -up concrete panels APPENDIX B: SITE PHOTOS Project No. 17-178246.1 12. Water heater with seismic strapping APPENDIX C: SOIL AND FAULT HAZARD MAPS PARTNER 'i NI ,fir5i):- ...r.. ,,,,,4.1,14v4). ,...-- tr), . ‘• 1:`,•-41, 1 El . ..,00 1 5 ' ) • -‹ / , txr J O.Westfigtd Sorupleenter :. ' 3 1,7., - ..........n. A" : 05 • -id: 1 5; AD to, 1' 4 5- ST417.0W.‘64V11 , 5 Z g •,.. Iv .;-'1 • • _ . _ _ _ , '." Z re Icif , • qt,;, ,...• 1 , 1 / '''' m.o. ' 1 '1* .' i .... . , . 1 S o_u-l-IVE Nit Ek, ii / ..! , - tir'r'i 1 ,„, It, , .' 1 "g:,.. ., ' - • '..) •.e 1 , ks' 1 r -0t1111w,s itoth, al, I — Illiiie Far , , ...,. , ., w... .1 ivii:13.crata 41-16C7 9,191.e t Tern? 4 ti§... : r749t.z77?2Prr9r.. Figure 1 — Soil composition map vvItfietti San certter ,..44rPIN .01ist sOth tNTERI, , sint ga..t.14irj10:631.e., W341 tia'S 1...u., rp . ,,,,s - t rlitio:s iedilat - — ,. . _ I , zi -- • — 1 &pdat. g-6.ril'i:;m-;;-o7ie'. iik!piAfiiap;f,,pr. Figure 2 — Soil liquefaction map, Legend: Ell Fig B ME BC C CD 1-1 DE ME E F EJ HRTER I 1 Legend: L ii H VH MI UD APPENDIX C - SOIL AND FAULT HAZARD MAPS Project No. 17-178246.1 PARTNER 101,C41C yritrvyUQ U 11 K,t Legend: arfr 1V Historic A/ Post Glacial iV Late Quaternary !r/ Hid/Late Quaternary A/ Quaternary iV Class B /V Other ?SeabE Bi fair yn-Gropvi a � Washan tsfarad Kent Tacoma * Puyallup 8k@VJ4Ud sixa Snoqualr-nre L"eat€ Buckley Figure 3 — Earthquake fault map Map data 2017 Google Terms of Use Reperta snap e APPENDIX C - SOIL AND FAULT HAZARD MAPS Project No. 17-178246.1 PARTNER APPENDIX D: MODIFIED MERCALLI INTENSITY SCALE PARTNER r Modified Mercalli Intensity Intensity (MMI) Scale (1931 Abridged) Description 1 Not felt except by a very few under especially favorable circumstances II Felt only by a few persons at rest, especially on upper floors of buildings. Delicately suspended objects may swing III Felt noticeably indoors, especially on upper floors of buildings, but many people do not recognize it as an earthquake. Standing motor cars may rock slightly. Vibration likes passing of truck. Duration estimated IV During the day felt by many, felt outdoors by few. At night some awakened. Dishes, windows, doors disturbed; walls make creaking sound. Sensation like heavy truck striking building. Standing motor cars rocked noticeably V Felt by nearly everyone; many awakened. Some dishes, windows, etc. broken; a few instances of cracked plaster; unstable objects overturned. Disturbances of trees, poles, and other tall objects sometimes noticed. Pendulum clocks may stop VI Felt by all; many frightened and run outdoors. Some heavy furniture moved; a few instances of fallen plaster or damaged chimneys. Damage slight VII• Everybody runs outdoors. Damage negligible in buildings of ordinary structures; considerable in poorly built or badly designed structures; some chimneys broken. Noticed by persons driving motor cars VIII Damage slight in specially designed structures; considerable in ordinary substantial buildings with partial collapse; great in poorly built structures. Panel walls thrown out of frame structures. Fall of chimney, factory stacks, columns, monuments, and walls. Heavy furniture overturned. Sand and mud ejected in small amounts. Changes in well water. Disturbs persons driving motor cars IX Damage considerable in specially designed structures; well-designed frame structures thrown out of plumb; damage great in substantial buildings, with partial collapse. Buildings shifted off foundations. Ground cracked conspicuously. Underground pipes broken X Some well-built wooden structures destroyed; most masonry and frame structures destroyed with foundations; ground badly cracked. Rails bent. Landslides considerable from riverbanks and steep slopes. Shifted sand and mud. Water splashed (slopped) over banks XI Few, if any, (masonry) structures remain standing. Bridges destroyed. Broad fissures in ground. Underground pipe lines completely out of service. Earth slumps and land slips in soft ground. Rails bent greatly XII Damage total. Waves seen on ground surfaces. Lines of sight and level distorted. Objects thrown upward into the air APPENDIX D: MODIFIED MERCALLI INTENSITY SCALE PARTNER APPENDIX E: SEISMIC ZONE MAP OF THE US PARTNER cua ♦ Havana Puede Rke • San Juan G.ibbean & V7.gin Glands 111. Seismic Zones (Ground Acceleration) Zone0 ■ Zone 1 El Zone 2A [—I Zone 2B 0 Zone 3 111 Zone y Source: (997 Edition UBC APPENDIX E: 1997 UBC SEISMIC ZONE MAP PARTNER APPENDIX F: STATE SEISMIC HAZARD MAP PARTNER Wash,Oreg 2068 PGA w/10%PEDYR 0.0'0.20.3 0,4 as 0.6 0.7 0,8 09• 1.0.1.2 1.5 2.0-2.5. 3.0 5.0 7.S PGA misis 4 49°' ,126- 7124- -123" -122° -121r -12D° —119! :118' 117' —116 —115° —1111n IFESELzHYD Apr 7 09:27:1741 PGA fur Wintinglcrkilncl grogon_ Vsal Is IlitirrOm PGA wfth (Min 50yr PE. CrfaUts erg rod Mem. Source: United States Geological Survey APPENDIX F: SEISMIC HAZARD MAP OF WASHINGTON PARTNER APPENDIX G: PROVIDER QUALIFICATIONS PARTNER PARTNER Education M.S. in Structural Engineering - Brigham Young University, Utah B.S. in Civil Engineering - Chung Yuan University, Taiwan Registrations Registered Professional Engineer (Structural), State of California # SE 3354 Registered Professional Engineer (Civil), State of California # CE 31533 Peter Chang, SE Partner Associate Highlights Mr. Chang has over 20 years of extensive experience in investigating, designing, and constructing complex structures for industrial, commercial, multi -family, and nuclear power project uses. In addition, Mr. Chang has more than 10 years of extensive experience in performing Freddie Mac and Fannie Mae SELs. Experience Summary His areas of expertise include structural conceptual and detail design, earthquake damage investigations and property condition surveys. Projects have included estimation of probable maximum loss and design of actual remedial repairs of earthquake damaged commercial buildings for insurance carriers and real estate financial services. Mr. Chang has specialized in seismic resistant design. He provided investigations and designs following the Northridge Earthquake in 1994 for wood, concrete, and steel moment frame construction. He is extensively involved in independent design drawing checking and providing recommendations for building codes, county ordinance, and state law compliance. Project Experience Over 1000 Property Structural Assessments and SELs Providing structural design and evaluation services to the multi -family residential. commercial, industry and hospital — including seismic retrofit for applicable building codes. Plan Checker, City of Norwalk Building and Safety Department Examined structural and nonstructural plans for Uniform Building Code compliance and responded to inquiries from designers, engineers and contractors regarding construction problems. Mobil Clean Fuels Project Responsible for structural evaluation and conceptual design of revamp refinery. Naval Air Station Missile Test Center, Point Mugu, CA Specialized structural inspector of construction management team, reviewed vendor package, performed field inspection and recommended corrective actions. 800-419-4923 www.PARTNEResi.com Peter Chang, SE Tennessee Valley Authority Watts Bar Nuclear Plant Developed three-dimensional dynamic computer model for intake pump station using time -history analysis to generate various response spectra. Vogtle Nuclear Power Project, Augusta, Georgia Served as Construction Coordinator at the construction site. Supervised concrete pouring and curing, rebar cutting, core drilling, steel erection and resolved field problems, review of construction schedule. Checked vendor drawings and design changes, interdiscipline coordination and performed field walk downs to assure as -built configurations. 21Page PARTNER 1011812016 Home- Board for Professional Engineers, Land Surveyors, and Geologists About Us 1 Contact Us 1 Licensee Lockup 1 corms 1 Laws D41-3,7-1Nr Board for Professional Engoneers, Land Surveyors, search and Geologists This Site California CONSUMERS LICENSEES APPLICANTS PUBLICATIONS ONLINE SERVICES License Search for Professional Engineers and Land Surveyors Licensee Name: License Type: License Number: License Status: Expiration Date: Address: City: State: Zip: County: Actions: CHANG PETER D STRUCTURAL ENGINEER 3354 CLEAR Definition December 31, 2016 17 BURLINGAME IRVINE CA 92602 ORANGE No Public Record Action(s) This information is updated Monday through Friday - Last updated: OCT -17-2016 Disclaimer All information provided by the Department of Consumer Affairs on this web page, and on its other web pages and Internet sites, is made available to provide immediate access for the convenience of interested persons. 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' Back http://www2.dca.ca.gov/p1s/wIlpub/VVLLORYNASLCEV2.QueryView?P_LICENSE_NUMBER=3354&P_LTE ID=737 1/1 121512016 WA State Licensing:License Query Search Search BUSINESS & FROFESSIONAL LICENSES License Details License Information: Name: INVERSO, GEORGE ANTHONY License Type: Professional Engineer License Number: 23172 License Status: Active First Issued Date: Mar 7 1986 License Issued: May 10 2015 Expiration Date: Jun 8 2017 Address: Seattle WA 98119-3548 Endorsements on this license: Endorsement Status Civic Active Structural Active Information Current as of 12/05/2016 3:07AM Pacific Time New Search Use of lists of individuals provided on this site for commercial purposes is prohibited under Chapter 42.56 of the Revised Code of Washington. Home 1 Privacy 1 Other Licenses 1 Contact Us 1 Copyright © 2016 DOL https://fortress.wa.gov/dd /dol prod/bpol i censeQueryll gsLicenseD etai I.aspx?Refl D =185212 1/1 0 co4-; cu cL aC v) C co Lo � 0 cu Ln 0 c O a--' h 0 t o O . Q u Q ca E 1:5 > VO = c6 ✓ — Ln cu to 2 ... O w CL LII cn • X Itu- lil p L_ o_2 ctli) a C/u .0 .0 I-- Q co d- ..i7/ T LT 0L ,s ce NOTE: ALL NEW RTU UNIT 1-1 DIMENSIONS SHOWN AS: 5'-7"H x 11'-5"L x 7'-8"W PER MANUFACTURERS SPECIFICATIONS GEOMETRY OF VEIW TOWARDS NEW RTU - FROM SIDEWALK EAST -WEST SECTION CUT LOOKING SOUTH NOTE: ALL NEW RTU UNIT DIMENSIONS SHOWN AS: 5'-7"H x 11'-5"L x 7'-8"W PER MANUFACTURERS SPECIFICATIONS cC w z w Lu w oC 0 u_ Lu m M z w cc O 2 w m O w w z 0 -J 0 z 0 cC w J J ZD EAST -WEST SECTION CUT LOOKING SOUTH PER MANUFACTURERS SPECIFICATIONS VIEW OF NEW RTU FROM SOUTH PARKING LOT NORTH -SOUTH SECTION CUT LOOKING WEST NOTE: ALL NEW RTU UNIT PER MANUFACTURERS SPECIFICATIONS VIEW OF NEW RTU FROM NORTH PARKING LOT NORTH -SOUTH SECTION CUT LOOKING EAST • • ARIAL VEIW OF BUILDING WITH NEW RTU'S AND EXISTING 4 Ci q PLAN VEIW OF BUILDING WITH NEW RTU'S AND EXISTING .l kIlL11111111WWin F a `4}. OOGLE STREET VIEW OF CURRENT CONDITION - UNABLE TO SEE EXISTING RT • JASON R MYERS, P.E. 2411 Fayetteville Rd, Ste B Van Buren, AR 72956 P 479.474.4412 F 479.474.4413 March 2, 2017 To whom it may concern: FIDE The seal and signature on this letter pertain to the attached calculations for the WATUK Trampoline Mezzanine in Tukwila, Washington Sincerely, 47) MTP16001 Jason R Myers, P.E. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 0 9 2117 PERMIT CENTER COPrR Cf� TION VV •1 •• • •w✓ r III r• ••u•O%Al •-- • .Y set -Specified Input uilding Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.45177°N, 122.25074°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III FLO KING � OHM. { Borism_ ft Vashor ATTE46' TACOMA )+ AIRWTI AIRPORT" Rf Des,Moines �► ,!i a trent 4 r+� a IQJID?.J Maple Valley 4 SGS -Provided Output Ss = 1.444 g S1= 0.537 g SMS = 1.444 g 5M1= 0.806g Sos = 0.963 g SD1 = 0.537 g ,r information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and terministic ground motions in the direction of maximum horizontal response, please return to the application and Sect the "2009 NEHRP" building code reference document. A V7 1.65 1.50 1.35 1.20 1.05 0.90 0.75 0.60 0.45 0.30 0.15 0.00 0.00 MCER Response Spectrum 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 Period, T (sec) 2.00 Design Response Spectrum 1.10 1.00 0.90 0.80 0.70 0.60 y 0.50 0.40 0.30 0.20 0.10 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 Period, T (sec) 2.00 though this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the curacy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. Company IIiRISA Designer Job ModelNumber Name Mar 2, 2017 10:12 AM Checked By: Hot Rolled Steel Properties 1 A992 29000 11154 .3 .65 .284 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 .3 .65 .284 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 .284 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 .3 .65 .305 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 .3 .65 .305 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 .3 .65 .284 35 1.6 60 1.2 7 A1085 29000 11154 .3 .65 .284 50 1.4 65 1.3 Joint Coordinates and Temperatures L 1 N1 0 160 0 0 Reaction 2 N2 0 160 84 0 Reaction 3 N3 91 0 0 0 Reaction 4 N4 91 160 0 0 Reaction 5 N5 91 0 84 0 6 N6 91 160 84 0 7 N7 284 0 0 0 8 N8 284 160 0 0 9 N9 284 0 84 0 10 N10 284 160 84 0 11 N11 144.289834 160 42 0 12 N12 158.489834 160 42 0 13 N13 130.089834 160 42 0 14 N14 144.289834 160 46.2 0 15 N15 144.289834 160 37.8 0 Joint Boundary Conditions 1 N5 Reaction Reaction Reaction Reaction Reaction Reaction 2 N3 Reaction Reaction Reaction Reaction Reaction Reaction 3 N7 Reaction Reaction Reaction Reaction Reaction Reaction 4 N9 Reaction Reaction Reaction Reaction Reaction Reaction Hot Rolled Steel Section Sets Material 1 COL HSS4x4x8 Column SquareTube A500 Gr.B Rect Typical 6.02 11.9 11.9 21 2 BEAM W10x26 Beam Wide Flange A992 Typical 7.61 14.1 144 .402 Member Area Loads (BLC 1: DL) Joint A Joint B Joint C Joint 0 Direction Distribution 1 N2 N1 N8 N10 Y A -B Magnitude[osfj -30 Member Area Loads (BLC 2 : LL) Joint A Joint B Joint C Joint 0 Direction Distribution 1 N2 N1 N8 N10 Y A -B Magnitude[psf] -100 RISA -3D Version 15.0.2 [S:\...\...\RISA\WATUK Trampoline Mezzanine - 1.r3d] Page 1 IIIRISA Company Designer Job Number . Model Name . Mar 2, 2017 10:12 AM Checked By: Basic Load Cases rlDtl 1 DL DL Y -1 DL 1 .469 6 1 6 2 LL LL 3 2 min -.339 3 1 6 3 BLC 1 Transient Area Loads None 2 DL+LL Yes Y 4 4 1 LL 4 BLC 2 Transient Area Loads None 2 .46 6 3.241 6 4 6 2.359 20 Earthquake Load Z ELZ min -.339 3 1 DL+0.7(EL+X) Yes Y -3.233 21 Earthquake Load X ELX .7 4 5 1 max ,347 4 3.361 22 Earthquake Load Z Plus X ... ELZ+X 1.644 6 .191 1 2.457 3 4 DL+0.7(EL-X) 23 Earthquake Load Z Minus X.. ELZ-X DL 1 ELX 1 -1.636 5 -.191 5 24 Earthquake Load X Plus Z ... ELX+Z N9 max .347 1 3.361 2 .241 6 25 Earthquake Load X Minus Z.. ELX-Z Yes Y 3 1 1 ELZ ,7 3 Load Combinations 1 DL Yes Y 4 DL 1 .469 6 3.233 6 .191 6 2.358 3 2 min -.339 3 1.926 6 -.46 5 -3.241 2 DL+LL Yes Y 4 DL 1 LL 1 4 8.879 2 .46 6 3.241 6 .191 6 2.359 3 4 min -.339 3 3 DL+0.7(EL+X) Yes Y -3.233 DL 1 ELX .7 4 5 N7 max ,347 4 3.361 2 .24 6 1.644 6 .191 6 2.457 3 4 DL+0.7(EL-X) Yes Y 3 DL 1 ELX -.7 -1.636 5 -.191 5 -2.442 4 7 N9 max .347 4 3.361 2 .241 6 1.636 5 DL+0.7(EL+Z) Yes Y 3 DL 1 ELZ ,7 3 .665 6 -.24 5 -1.644 5 -.191 5 -2.442 4 9 Totals: max 1.41 4 6 DL+0.7(EL-Z) Yes Y DL 1 ELZ -.7 10 min -1.41 3 7.915 _ 1 -1.41 5 7 DL+0.75LL+0.7... Yes Y DL 1 LL .75 ELX .525 8 DL+0.75LL+0.7... Yes Y DL 1 LL .75 ELX -.525 g DL+0.75LL+0.7... Yes Y DL 1 LL .75 ELZ .525 10 DL+0.75LL+0.7... Yes Y DL 1 LL .75 ELZ -.525 11 0.6DL+0.7(EL+X) Yes Y DL 1 ELX .7 12 0.6DL+0.7(EL-X) Yes Y DL 1 ELX ...7 13 0.6DL+0.7(EL+Z) Yes Y DL 1 ELZ .7 14 0.6DL+0.7(EL-Z) Yes Y DL 1 ELZ ..7 15 1.4DL Y DL 1.4 16 1.2DL+1.6LL+0... Y DL 1.2 LL 1.6 RLL .5 17 1.2DL+1.0(EL+... Y DL 1.2 ELX 1 LL .5 18 1.2DL+1.0(EL-X.. Y DL 1.2 ELX -1 LL .5 19 1.2DL+1.0(EL+... Y DL 1.2 ELZ 1 LL .5 20 1.2DL+1.0(EL-Z.. Y DL 1.2 ELZ -1 LL .5 21 0.9DL+1.0(EL+X) Y DL .9 ELX 1 22 0.9DL+1.0(EL-X) Y DL .9 ELX -1 23 0.9DL+1.0(EL+Z) Y DL .9 ELZ 1 24 0.9DL+1.0(EL-Z) Y DL .9 ELZ -1 Envelope Joint Reactions Y fki LC MX f k-ftl LC 1 N5 max .358 4 8.879 2 .469 6 3.233 6 .191 6 2.358 3 2 min -.339 3 1.926 6 -.46 5 -3.241 5 -.191 5 -2.541 4 3 N3 max .358 4 8.879 2 .46 6 3.241 6 .191 6 2.359 3 4 min -.339 3 1.926 5 -.469 5 -3.233 5 -.191 5 -2.541 4 5 N7 max ,347 4 3.361 2 .24 6 1.644 6 .191 6 2.457 3 6 min -.366 3 .665 5 -.241 5 -1.636 5 -.191 5 -2.442 4 7 N9 max .347 4 3.361 2 .241 6 1.636 6 .191 6 2.457 3 8 min -.366 3 .665 6 -.24 5 -1.644 5 -.191 5 -2.442 4 9 Totals: max 1.41 4 24.481 2 1.41 6 10 min -1.41 3 7.915 _ 1 -1.41 5 RISA -3D Version 15.0.2 [S:\...\...\RISA\WATUK Trampoline Mezzanine - 1.r3d] Page 2 IIIRISA Company Designer Job Number . Model Name . Mar 2, 2017 10:12 AM Checked By: Envelope Joint Displacements Y finl LC 1 N1 max .449 3 -.022 3 .757 5 2.31e-04 5 1.569e-03 5 1.612e-03 2 2 2 min -.494 4 -.127 8 -.757 6 -2.017e-04 6 -1.569e-03 6 3.348e-04 3 3 N2 max .449 3 -.022 3 .757 5 2.017e-04 5 1.569e-03 5 1.612e-03 2 4 ... min -.494 4 -.127 8 -.757 6 -2.31e-04 6 -1.569e-03 6 3.349e-04 3 5 N3 max 0 3 0 5 0 5 0 5 0 5 0 4 6 18.713 min 0 4 0 2 0 6 0 6 0 6 0 3 7 N4 max .449 3 -.002 5 .614 5 2.31e-04 5 1.569e-03 5 3.879e-04 4 8 172.46827.844 min -.494 4 -.01 2 -.614 6 -2.017e-04 6 -1.569e-03 6 -2.053e-04 7 9 N5 max 0 3 0 6 0 5 0 5 0 5 0 4 10 v min 0 4 0 2 0 6 0 6 0 6 0 3 11 N6 max .449 3 -.002 6 .614 5 2.017e-04 5 1.569e-03 5 3.879e-04 4 12 .089 min -.494 4 -.01 2 -.614 6 -2.31e-04 6 -1.569e-03 6 -2.053e-04 7 13 N7 max 0 3 0 5 0 5 0 5 0 5 0 4 14 min 0 4 0 2 0 6 0 6 0 6 0 3 15 N8 max .449 3 0 5 .311 5 1.26e-04 5 1.569e-03 5 1.791e-03 2 16 min -.494 4 -.004 2 -.311 6 -9.662e-05 6 -1.569e-03 6 1.572e-04 3 17 N9 max 0 3 0 6 0 5 0 5 0 5 0 4 18 min 0 4 0 2 0 6 0 6 0 6 0 3 19 N10 max .449 3 0 6 .311 5 9.662e-05 5 1.569e-03 5 1.791e-03 2 20 min -.494 4 -.004 2 -.311 6 -1.26e-04 6 -1.569e-03 6 1.572e-04 3 21 N11 max .449 3 0 1 .53 5 0 1 1.569e-03 5 0 1 22 min -.494 4 0 1 -.53 6 0 1 -1.569e-03 6 0 1 23 N12 max .449 3 0 1 .508 5 0 1 1,569e-03 5 0 1 24 min -.494 4 0 1 -.508 6 0 1 -1.569e-03 6 0 1 25 N13 max .449 3 0 1 .553 5 0 1 1.569e-03 5 0 1 26 min -.494 4 0 1 -.553 6 0 1 -1.569e-03 6 0 1 27 N14 max .449 3 0 1 .53 5 0 1 1.569e-03 5 0 1 28 min -.494 4 0 1 -.53 6 0 1 -1.569e-03 6 0 1 29 N15 max .449 3 0 1 .53 5 0 1 1.569e-03 5 0 1 30 min -.494 4 0 1 -.53 6 0 1 -1.569e-03 6 0 1 Envelope MSC 14th(360-10): ASD Steel Code Checks e C 1 M1 HSS4x4x8 .228 0 9 .024 0 z 6 69.39 _. 165.82 1 17.675 1. 17..675675 ._ ... H1 -1b 2 M2 HSS4x4x8 .227 0 10 .024 0 z 5 69.39 165.82 17.675 17.675 ... H1 -lb 3 M3 HSS4x4x8 .153 160 7 .018 0 z 6 69.39 165.82 17.675 17.675 ... H1 -lb 4 M4 HSS4x4x8 .153 160 7 .018 0 z 5 69.39 165.82 17.675 17.675 ... H1 -lb 5 M5 W10x26 .002 42 5 .002 0 v 5 172.468227.844 18.713 78.094 ... H1 -1b 6 M6 W10x26 .041 84 5 .019 84 y 5 172.468227.844 18.713 78.094 ... H1 -lb 7 M7 W10x26 .021 84 5 .010 84 v 5 172.46827.844 18.713 78.094 ... H1 -lb 8 M8 W10x26 .186 91 2 .070 91 y 2 164.329227.844 18.713 78.094 ... H1 -lb 9 M9 W10x26 .191 0 2 .089 0 v 2 56.896 227.844 18.713 78.094 ... H1 -1b 10 M10 W10x26 .186 91 2 .070 91 y 2 164.329227.844 18.713 78.094 ... H1 -1b 11 M11 W10x26 .191 0 2 .089 0 v 2 56.896 227.844 18.713 78.094 ... H1 -1b RISA -3D Version 15.0.2 [S:\...\...\RISA\WATUK Trampoline Mezzanine-1.r3d] Page 3 Y ` z X 5 Envelope Only Solu5on "133 "39 MYERS MTP16001 WATUK PLATFORM SK -5 Mar 2, 2017 at 10:17 AM • WATUK Trampoline Mezzanine - 1... Loads: BLC t, DL' Envelope Only Solution MYERS MTP16001 WATUK PLATFORM DEAD LOAD ;SK -3. !!Mar 2, 2017 at 10:15 AM WATUK Trampoline Mezzanine - 1... Y 2 X Loads: BLC 2. LL Envelope Only Solution MYERS. MTP16001 WATUK PLATFORM LIVE LOAD SK -4 Mar 2, 2017 at 10:16 AM 1WATUK Trampoline Mezzanine -1... Y z X Member Code Checks Displayed (Enveloped) Envelope Only Solution Code Check (Env) No Cele > 1.0 .90.1.0 .75-.90 .50•.75 0:.50 MYERS MTP 16001 WATUK PLATFORM STRESS UNITY SK -2 Mar 2, 2017 at 10:15 AM WATUK Trampoline Mezzanine - 1... Y• Member Code Checks Displayed (Enveloped) Envelope Only Solution Code Chak ( Env l No Calk > 1.0 .90.1.0 75,90 .50.75 0,:50 MYERS MTP 16001 WATUK PLATFORM STRESS UNITY SK -2 Mar 2, 2017 at 10:15 AM WATUK Trampoline Mezzanine - 1... MTP 16001 WATUK Guardrail GUARDRAIL DESIGN Material: ASTM A53 Grade B, Fy = 35 ksi 1'/2" Q Schedule 40, Z = 0.421 in3 Mn/SZ = FyZ = (35)(.421)/1.67 = 8.82 in -kips Top Rail Design Load = 50 plf or 2001b Vertical Posts Concentrated point load (200 ib): M = (42 in.)(200 ib) = 8,400 in -1b < 8,820 in -lb Distributed load (50 plf): Spacing = 8,820 in -lb / (42 in.)(50 plf) = 4.2 ft max Page 1 1 1 • Title : Dsgnr: Description : Scope : Job # Date: 10:36AM, 2 MAR 17 Rev: 550100 User KW -0601924, Ver 5.5.0, 25 -Sep -2001 (c)1983-2001 ENERCALC Engineering Software General Footing Analysis & Design Description MTP16001 WTUK Column Footings lGeneral Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements Allowable Soil Bearing Short Term Increase Seismic Zone Live & Short Term Combined fc Fy Concrete Weight Overburden Weight 2,000.0 psf 1.000 0 3,000.0 psi 60,000.0 psi 145.00 pcf 0.00 psf Dimensions... Width along X -X Axis Length along Y -Y Axis Footing Thickness Col Dim. Along X -X Axis Col Dim. Along Y -Y Axis Base Pedestal Height Min Steel % Rebar Center To Edge Distance 4.000 ft 4.000 ft 12.00 in 10.00 in 10.00 in 0.000 in 0.0014 3.50 in LLoads Applied Vertical Load... Dead Load Live Load Short Term Load Applied Moments... Dead Load Live Load Short Term Applied Shears... Dead Load Live Load Short Term Summary 2.500 k k k Creates Rotation about Y -Y Axis (pressures @ left & right) k -ft k -ft 3.200 k -ft Creates Rotation about Y -Y Axis (pressures @ left & right) k k k ...ecc along X -X Axis 0.000 in ...ecc along Y -Y Axis 0.000 in Creates Rotation about X -X Axis (pressures @ top & bot) k -ft k -ft k -ft Creates Rotation about X -X Axis (pressures @ top & bot) k k k 4.00ft x 4.00ft Footing, Max Soil Pressure Allowable "X' Ecc, of Resultant "Y' Ecc, of Resultant X -X Min. Stability Ratio Y -Y Min. Stability Ratio 12.0in Thick, w/ Column Support 10.00 x 10.00in x 0.0in high DL+LL DL+LL+ST 301.2 601.2 psf 2,000.0 2,000.0 psf 0.000 in 7.967 in 0.000 in 0.000 in No Overturning 3.012 1.500 :1 Footing Design OK Actual Allowable Max Mu 0.503 k -ft per ft Required Steel Area 0.143 in2 per ft Shear Stresses.... 1 -Way 2 -Way Vu 3.483 4.706 Vn * Phi 93.113 psi 186.226 psi LFooting Design Shear Forces ACI 9-1 ACI 9-2 ACI 9-3 Two -Way Shear 4.71 psi 3.53 psi 3.03 psi One -Way Shears... Vu @ Left 1.80 psi 3.48 psi 2.99 psi Vu @ Right 1.80 psi -0.78 psi -0.67 psi Vu @ Top 1.80 psi 1.35 psi 1.16 psi Vu @ Bottom 1.80 psi 1.35 psi 1.16 psi Moments ACI9-1 ACI9-2 ACI9-3 Mu @ Left 0.27 k -ft -0.09 k -ft -0.08 k -ft Mu @ Right 0.27 k -ft 0.50 k -ft 0.43 k -ft Mu @ Top 0.27 k -ft 0.21 k -ft 0.18 k -ft Mu @ Bottom 0.27 k -ft 0.21 k -ft 0.18 k -ft Vn * Phi 186.23 psi 93.11 psi 93.11 psi 93.11 psi 93.11 psi Ru / Phi 4.2 psi 7.7 psi 4.2 psi 4.2 psi As Rea'd 0.14 in2 0.14 in2 0.14 in2 0.14 in2 per ft per ft per ft per ft 1 M 41"o specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Title : Dsgnr: Description : Scope : Job # Date: 10:36AM, 2 MAR 17 Rev: 550100 User: KW -0601924, Ver 5.5.0, 25 -Sep -2001 (c)1983-2001 ENERCALC Engineering Software General Footing Analysis & Design Page 2: Description MTP16001 WTUK Column Footings LSoil Pressure Summary Service Load Soil Pressures DL + LL DL + LL + ST Factored Load Soil Pressures ACI Eq. 9-1 ACI Eq. 9-2 ACI Eq. 9-3 Left 301.25 1.25 421.75 1.31 1.12 Right 301.25 601.25 421.75 631.31 541.12 Top 301.25 301.25 421.75 316.31 271.12 Bottom 301.25 psf 301.25 psf 421.75 psf 316.31 psf 271.12 psf ACI Factors (per ACI, applied internally to entered loads) ACI 9-1 & 9-2 DL ACI 9-1 & 9-2 LL ACI 9-1 & 9-2 ST ....seismic = ST ` : 1.400 1.700 1.700 1.100 ACI 9-2 Group Factor ACI 9-3 Dead Load Factor ACI 9-3 Short Term Factor 0.750 0.900 1.300 UBC 1921.2.7 "1.4" Factor UBC 1921.2.7 "0.9" Factor 1.400 0.900 iPLEr or B FORWii LOKTM D 31/2 in. TOTAL SLAB DEPTH a Normal Weight Concrete Maximum Unshored Clear Span (ft -in.) Deck Number of Deck Spans Gage 1 2 3 22 6'-6" 20 7'-9" (18) Or- d 16 9'-6" 7'-8" 9,-1" 10'-8" 11'-10" 7'-9" 9'-3" 11'-0" 11'-7" Shoring is required for spans greater than those shown above. See Footnote 1 on page 39 for required bearing. Allowable Superimposed Loads (psf) Concrete Properties Density Uniform Weight Uniform Volume Compressive (psf) (yd3/100 ft2) Strength, f', (psi) (pcf) 145 30.6 0.781 3000 Notes: 1. Volumes and weights do not include allowance for deflection. 2. Weights are for concrete only and do not include weight of steel deck. 3. Total slab depth is nominal depth from top of concrete to bottom of steel deck. Deck Number of Deck Gage Spans 4'-0" 5'-0" 6'-0" Span (ft -in.) 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 22 1 2 3 400 353 261 400 353 261 400 353 261 228 1170 148 130 228 202 180 130 228 202 180 130 115 101 90 80 71 64 57 51 115 101 90 80 71 64 57 51 115 101 90 80 71 64 57 51 20 1 2 3 18 16 2 3 1 2 3 400 400 400 400 400 400 372 372 372 400 400 400 274 274 274 297 297 297 240 240 240 260 260 260 212 212 212 230 230 230 189 189 189 205 205 205 400 400 297 400 400 297 400 400 297 260 230 205 260 230 205 260 230 205 138 170 170 184 184 184 184 184 184 122 108 153 140 153 140 96 96 96 85 85 85 76 76 76 68 68 68 61 61 61 55 55 55 166 I 119 166 151 166 151 106 138 138 95 127 127 166 151 138 I 94 166 151 138 127 166 151 138 127 85 76 68 61 117 ( 76 68 61 117 108 I 68 61 84 117 117 See footnotes on page 39. Allowable Diaphragm Shear Strengths, 75 68 61 108 100 I 61 108 100 61 IShoring required in shaded areas to right of heavy line. q (plf) and Flexibility Factors, F (in./Ib. x 106) Attachment Deck Pattern Gage Span (ft -in.) 4'-0" 5'-0" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'4" 11'-0" 11'-6" 12'-0" 36/4 22 q 2074 1925 1825 1787 1754 1726 1701 1679 1659 1642 1626 1612 1599 1587 1576 F 0.40 0.43 0.45 0.46 0.47 0.48 0.48 0.49 0.50 0.50 0.51 0.51 0.52 0.52 0.52 20 q 2192 2013 1893 1847 1808 1773 1743 1717 1694 1673 1654 1637 1621 1607 1594 F 0.34 0.37 0.40 0.41 0.42 0.42 0.43 0.44 0.44 0.45 0.45 0.46 0.46 0.47 0.47 18 q 2444 2205 2046 1985 1932 1887 1847 1812 1781 1753 1728 1705 1684 1665 1648 F 0.27 0.30 0.32 0.33 0.34 0.35 0.35 0.36 0.37 0.37 0.38 0.38 0.39 0.39 0.40 16 q 2713 2414 2215 2138 2073 2016 1966 1922 1883 1848 1816 1788 1762 1738 1717 F 0.21 0.24 0.26 0.27 0.28 0.29 0.30 0.30 0.31 0.32 0.32 0.33 0.33 0.34 0.34 36/7 22 q 2389 2177 2035 1981 1934 1893 1858 1827 1799 1774 1752 1732 1713 1697 1681 F 0.35 0.38 0,41 0.42 0.43 0.44 0.44 0.45 0.46 0.46 0.47 0.48 0.48 0.49 0.49 20 q 2569 2315 2145 2079 2023 1975 1932 1895 1861 1832 1805 1780 1758 1738 1720 F 0.29 0.33 0.35 0.36 0.37 0.38 0.39 0.40 0.40 0.41 0.42 0.42 0.43 0.43 0.44 18 q 2947 2607 2381 2294 2219 2155 2098 2048 2004 1964 1929 1896 1867 1840 1815 F 0.22 0.25 0.27 0.28 0.29 0.30 0.31 0.32 0.33 0.33 0.34 0.34 0.35 0.35 0.36 16 q 3342 2917 2634 2525 2432 2351 2280 2218 2162 2113 2068 2027 1991 1957 1926 F 0.17 0.20 0.22 0.23 0.24 0.25 0.26 0.26 0.27 0.28 0.28 0.29 0.29 0.30 0.30 See footnotes on page 39. 40 a VF5 VERCO DECKING, INC. www.vercodeck.com 9ERM1T COORD COPY - PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0014 PROJECT NAME: CIRCUSTRIX SITE ADDRESS: 455 ANDOVER PARK E Original Plan Submittal DATE: 10/17/17 Revision # ° before Permit Issued Response to Correction Letter # X Revision # 3 after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator C ril PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 10/19/17 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 11/16/17 Approved ❑ Approved with Conditions Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 RRMIT COORD COPY.. � PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0014 DATE: 09/26/17 PROJECT NAME: CIRCUSTRIX LLC SITE ADDRESS: 455 ANDOVER PARK E Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued X Revision # 2 after Permit .Issued DEPARTMENTS: Building Division Public Works 1 Fire Prevention Structural u Planning Division ❑ Permit Coordinator w PRELIMINARY REVIEW: DATE: 09/28/17 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 10/26/17 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 RMT COORD COPY 8 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0014 PROJECT NAME: CIRCUSTRIX LLC SITE ADDRESS: 455 ANDOVER PARK E Original Plan Submittal Response to Correction Letter # DATE: ' 09/11/17 Revision # before Permit Issued X Revision # 2 f after Permit Issued DEPARTMENTS: Ca r fL £ t Building Division N//9-61-1317 Public Works 1 Ati ° q,114-1 LJ A -P -�-►-, 7 Fire Prevention Structural !-`I Planning Division Permit Coordinator nr PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 09/12/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required (corrections entered in Reviews Notation: Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 10/10/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only. CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 CPERM1T COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0014 DATE: 08/14/17 PROJECT NAME: CIRCUSTRIX, LLC SITE ADDRESS: 455 ANDOVER PARK E Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: Building Division 1 PO- (61" c Works Fire Prevention131 Structural t�v A -P g )J-( 7 Planning Division Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 08/15/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: 09/12/17 REVIEWER'S INITIALS: DATE: !Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY o PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0014 DATE: 07/10/17 PROJECT NAME: CIRCUSTRIX INC SITE ADDRESS: 455 ANDOVER PARK E _ Original Plan Submittal X Response to Correction Letter # 3 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: C -7-1 H7 Building Division PM ublic Works Fire Prevention Structural n Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 07/11/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: ❑ Approved with Conditions ❑ Denied (corrections entered injjReviews) (ie: Zoning Issues) Notation: E 08/08/17 REVIEWER'S INITIALS: DATE: Permit Center. Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW ❑ Staff Initials: 12/18/2013 o PERMIT COORD COPY° PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0014 PROJECT NAME: CIRCUSTRIX LLC SITE ADDRESS: 455 ANDOVER PARK E Original Plan Submittal Revision # DATE: 04/11/17 X Response to Correction Letter # 2 Revision # before Permit Issued after Permit Issued DEPARTMENTS: Cowl k-ly3_fl Building Division 0 'if /AO Putt.orks Fire Prevention Structural LJY AwV E_i I - Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 04/13/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 05/11/17 Notation: REVIEWER'S INITIALS: DATE: [Permit Center Use Only ' fi (CORRECTION LETTER MAILED: v Departments issued corrections: 131dg 11 Fire 0 Ping 0 PW tr Staff Initials: V"Y` 12/18/2013 L1P 7 ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0014 PROJECT NAME: CIRCUSTRIX, LLC SITE ADDRESS: 455 ANDOVER PARK E Original Plan Submittal. Response to Correction Letter # 1 DATE: 03/14/17 Revision # ' before Permit Issued Revision # 1 after Permit Issued DEPARTMENTS: 5 Cbur2 a46-41 Building Division blot . CO�l� Public Works Fire Prevention Structural err t2 V(H7 Planning Division 1111 Permit Coordinator ri PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 03/14/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/11/17 Approved Corrections Required ❑ Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTIO - MAILED: c N LETTER Departments issued corrections: B1dgi Fire ❑ Ping - PW Staff Initials: 12/18/2013 OPEAMIT COORD COPY 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0014 DATE: 01/24/17 PROJECT NAME: CIRCUSTRIX, LLC SITE ADDRESS: 455 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Cov1-3H 7 Building Division Public Works Atio Fire Prevention Structural O /41 Planning Division II Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 01/24/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02/16/17 Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: El n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: lig Bldg Fire ❑ Ping [' PW [' Staff Initials: p(P 12/18/2013 PROJECT NAME: CitOU X, IA/0 SITE ADDRESS: t ( Arcot( Pl PERMIT NO: 1)il "00114- ORIGINAL OO0`4-ORIGINAL ISSUE DATE: '1'lJP \ 1 REVISION LOG REVISION N i . DATE STAFF INITIALS RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS � `j -e ttOde' tol Summary of Revision: IF If Received by: 3 1 Summary of Revision: ' ( 0 0 r't ,j' ,t) 0 Received by: REVISION NO. DATE RECEIVED q-11-1 7 STAFF INITIALS ISSUED DATE /0/0y-7/7 STAFF INITIALS 4.0./ Summary of Revision: ���,y � `j -e ttOde' tol Summary of Revision: Received by: Received b I (please print) REVISION NO. DATE RECEIVED Summary of Revision: STAFF IN_ jig ALS ISSUED DATE STAFF INITIALS I . , Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) D City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /O f /�/ 2 D 1 7 Plan Check/Permit Number: 11 r 0011+ El Response to Incomplete/Letter # ❑ Response to Correction Letter # Revision # 3 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: N <o cAR .0 -USS Project Address: 1-E''& 0 D \l Contact Person: C=P-cC0 1+t311 Phone Number: 78 — S(ct — (.044) Summary of Revision: - 10 c - — 1 1®; Lt1/4AEE2CZ- Ocl 1--1&t-t i i is to to 1440 RECEIVED CITY OF TUKWILA OCT 1 7 2017 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including da evasio Received at the City of Tukwila Permit Center by: 11 -Entered in TRAKiT on W:\Permit Center \Templates\Forms\Revision Submittal Form.doc Revised: August 2015 ce.) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 9 Zc 176 17 Plan Check/Permit Number: t (1-00k 4- 111 -1-o014- ❑ Response to Incomplete Letter # Response to Correction Letter # Ed-- Revision # 9—after Permit is Issued Er Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # RECEIVED CITY OF TUKWILA SEP 2 62017 PERMIT CENTER Project Name: C IR_CLAS -Tp pOL\t Project Address: 1466 M' 91 1L E Contact Person: 6P-V.v 146b10 Phone Number: ZD 6' BER - 3 b`H) Summary of Revision: -fiuktm> 1.-106 A--1 \ ® - CLokkoc S 5 REQS +-e4 o-uT PyF 4):s14.4) tktZ 5 ASKc"Ti L.1. OUtsc A-ts t -MAP/Pt-6- L112a q--30C� C,U u 43/410,- 5Wt S )\1 cn 1.AVUT OF ()Weak/ &/ P Ns -►"61A-+-►- -f2A*V3oU r- -3N5 545 Oty44 WPALI. \TJ Eh X 3ikt M v CL@fkb 'e-r-itriLS, A--7 O s cickf ��- ( SkkOt , L)E9 1.-\c nk 6 PLA0 toFi' Sheet Number(s): "Cloud" or highlight all areas of revision including date of r visipn Received at the City of Tukwila Permit Center by: ('(� Entered in TRAKiT on f "r(- ( 7 W:\Permit Center\Templates\Forms\Revision Submittal Form.doc Revised: August 2015 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I 1Z6 Plan Check/Permit Number: DO (T - 0 Lf ❑ Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: `r (,y 1 N C\ C -V" - E?AI`i\PO Project Address: u c N-t>S O p\\ 02- Contact -82Contact Person: (rz,i2G b I N Phone Number: Zoe -869 -36240 Summary of Revision: k © AP.sK- -Tb PrL-L "i"l2Pm�1 P w' Dir \ENS10 w)s A 30rD - zit•s� etew kNymLk.. @ LUR>; Sv,rnP A- Z o o c,v.z_c-4t 3- 7 L.AN I LyN-r E 1 0 Dmf L z 1 w ,NNcz-Z_PA S p RECEIVE© CITY OF TUKWILA SEP 112017 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisi Received at the City of Tukwila Permit Center by: Entered in TRAKiT on q ,C i W:\Permit Center\TemplatesWorms\Revision Submittal Formdoc Revised: August 2015 PERMIT CENTER Date: e7/11// 7 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670• Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: /7— oo i' -f ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 1 after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: R C '3 Project Address: 4% A-0 o U PA2(L .I Contact Person: .6keJb f46t )N5 Phone Number: ZO8e10 t -3(O O Summary of Revision_ : Pte , A - 00 RCA Pr -1\6 U t -u. t. A - P kwn staN P.�vvStoN C» - Ia.& u.Ko z - 0�5 3 -1� 4`� , (�\S‘Ot 12ikiNN\ bz Z \ PC3 . (V- (0 o0 Deoil_Sc u.t_c o . VO ° Pt-`( - P ��sc pv.LE c bZiF�c�cc��� Pc fr coo - Pc\i P5 c-Zzo Po ( 6)kox,1 �� ON to E-zlo -P© P-,ist. -c i aw.R *k ',et o c. P -ZZA ► . 4: m\ Sheet Number(s): RECEIVED CITY OF TUKWILA AUG 14 2017 PERMIT CENTER "Cloud" or highlight all areas of revision including date of r Received at the City of Tukwila Permit Center by: Entered in TRAKiT on W\Permit Center\Templates\Forms\Revision Submittal Formdoc Revised: August 2015, visio City of Tukwila Department of Community Development 6300 Southcenter.Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISQN SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the.mail, fax, etc Date: Plan Check/Permit Number: Di'j 601x(.. D Response to Incomplete:Letter # l] Response to Correction Letter # 3 0 Revision # after Permit is Issued [] Revision requested bya City Building 'Inspector or Plans Examiner rl Deferred Submittal # Project Name: Ct+21.4.4.5 ti:.tx LLC. Project Address: .4SC _ $,-tvOnVIER. T F1AZIL EAST 'Contact Person 2 P�:kE }it c t [ Phone Number: 61,16) 114 0 - GJty $ Summary of Revision: St` Ot iS E it, Ut ttc iJtt.1 G Pu'?st:.tc. LoZ :S COAV-+'i'S I.) kAS EL LiL lir ttaG Ce 4 PL tA.A.-1(-Te mzr i _. arr, pr, "711 x.) 5i{ vt t Vt<'rtiv Li tit ! r t� 3-} kt,o.1 S.) _1 17..0‘FF.4L C,01.44 -“t142-&- N .) 1Gr Z t '" m G teT PRP V )ST-gt -111 f t 0' t'1 0'-1 o Sheet Number(s): 5 - — '\ / 19 / t -- S t -k1 TS tali f/ I OZ , tl t k o i "Cloud" or highlight all areas of revisionincluding•date of revision 1 Received at the City of Tukwila Permit Center by: 0 Entered in TRAKiT'on. W:V'ermit Cenfttkteitp-W cswomts\Revision Submittal -Form dnc. Revised: August 2015 RECEIVED CITY OF TUKWILA JUL 10 2017 PERMIT CENTER City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.cttukwilawa.us RECEIVED.-; CITY OF TUKIfvJ- APR 1 1 2017 PERMIT CENTEP REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0 IVO 61 20 Plan Check/Permit Number: D17-0014 ❑' Response to Incomplete Letter # ® Response to Correction Letter # 2 D Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: CircusTrix LLC Project Address: 455 Andover Park E Contact Person: garh B Pfeil in Phone Number: (1 J Summary of Revision: ACSodnz4 +-0 Q`,141•e-, p and 1J, (,t Co-vh wt e ter ktildln0116 11t%5 E., L 401 (nl p /r c htm , d4 fro 201701'1 2. 1 f 3.ftp2loseitatmniatrutifirta I.fV 1 tC.S;61I-T CS 2O 17ot1 ' 2 ._ < t'ta, 261 oil , I YY..ST S kIIoi aij .4-. 1 Zo hLito Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: (/V Entered in TRAKiT on J(411111-7 pp mcationssones-app !cations on me evision su.mitta Created: 8-13-2004 Revised: Scanned by CamScanner Date: City of Tukwila 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan ChecWPermit Number: D17-0014 ❑ Response to Incomplete Letter # RECEIVED ® Response to Correction Letter # I CITY OF TUKWIL ❑ Revision # after Permit is Issued MAR 0 9 2017 ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # PERMIT CENTER Project Name: CIRCUSTRIX, LLC Project Address: 455 ANDOVER PARK E Contact Person: Saw► 6f t l Phone Number: Summary of Revision: Resbnsq: 6 `1(7 '-(c q -►33( 614 p` (eft (c• P ov. S'4 Ylet 11441411 41"►1 ( -6p sir j--, top 44 et. Sheet Number(s): 1 int E. 1S' 5 1,' , / /hi Seas or highlight all leas of revision including date -of revision 1(Zh'ilThA7s Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on C:AUsers\Rachelle-R\DesktopARevision Submittal Form - D16-0305.doc Revised: August 2015 • J 0 City of Tukwila Department of Community Development September 22, 2017 ZACH HIXSON 653 W DICKSON ST FAYETTEVILLE, AR 72701 RE: Correction Letter # 1 to Revision #2 DEVELOPMENT Permit Application Number D17-0014 CIRCUSTRIX, LLC - 455 ANDOVER PARK E Dear ZACH HIXSON, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - R DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Please provide the revised drawings with all sheets stamped, signed with date of signature of the architect. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D17-0014 q6,1, 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director July 26, 2017 Zach Hixson 653 W Dickerson St Fayetteville, AR 72701 RE: Request for Application Extension #1 Permit Number D17-0014 Dear Ms. Hixson, This letter is in response to your written request for an extension to Application Number D17-0014. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through January 19, 2018. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, U&i Rachelle ipley Permit Technician File: Permit No. D17-0014 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Rachelle Ripley From: Sent: To: Subject: Zach Hixson <zach@mclain-group.com> Thursday, July 20, 2017 12:25 PM Rachelle Ripley WATUK BUILDING PERMIT Rachelle, On behalf of CircusTrix, I request an extension on the application of building permit number D17-0014. Thank you, Zach Hixson 870-740-9698 zach@mclain-group.com Exte sior �—� Request far Current Expiration Date: 1 II I Extension Request: yr Approved for Denied (provide explanation) days SignatureilInitials T ]t c L AIN GROUP July 13, 2017 653 W. Dickson Street, Fayetteville, AR 72701 Phone: (870) 740-9698; zach@mclain-group.com Mr. Bill Rambo — Permit Technician City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Subject: Change of Contact DEVELOPMENT Permit Application Number D17-0014 CIRCUSTRIX, LLC — 455 ANDOVER PARK E Mr. Bill. Rambo: This correspondence is on behalf of CircusTrix Holdings, LLC .as their authorized Owner's Representative. Sam Brehm, the Contact on our permit application, is no longer with our company. Please consider this letter as request and authorization of the change of Contact from Sam Brehm to myself: Zach Hixson 653 W Dickson St Fayetteville, AR 72701 E-mail: zach(aimclain-group.com Phone: (870) 740-9698 Sincerely, Zach Hixson Development Leader RECEIVED CITY OF TUKWILA, JUL 13 2017 PERMIT CENTER 653 W. Dickson Street, Fayetteville, AR 72701 Phone: (870) 740-9698; zach@mclain-group.com July 6, 2017 Mr. Bill Rambo — Permit Technician City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Subject: Correction Letter # 3 Responses DEVELOPMENT Permit Application Number D17-0014 CIRCUSTRIX, LLC — 455 ANDOVER PARK E Dear Sir: This correspondence is on behalf of CircusTrix Holdings, LLC as their authorized Owner's Representative. We have received your comments regarding the plans and specifications for the above referenced applications and propose the following comments and revised documents. BUILDING DEPARTMENT: Allen Johannessen 1. (GENERAL NOTE) PLAN' SUBMITTALS: (Min size 11x17 to maximum size of 24x36; all sheets shall be the same size. New Revised plan sheets shall be the same size sheets as those previously submitted.) (ONLY if Applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) Response: The specifications are included on the stamped blueprint documents. There is no separate .specification book. 1. (BUILDING REVIEW NOTES) Your response to the previous correction memo requested a WSEC lighting form however the form provided was a WSEC check list. "Please provide a completed 2015 Washington State Energy Code "LIGHTING SUMMARY" Compliance Forms for Commercial Buildings available online at: http://www.neec.net/energy-codes (scroll down to center of page "2015 WSEC Commercial Provisions - Compliance Forms")." Response: The correct 2015 WSEC lighting form has been attached hereto. CORRE TION LT # briooij RECEIVED CITY OF TUKWILA JUL 10 2017 PERMIT CENTER 2. (BUILDING REVIEW NOTES) On the egress plan I noticed one issue where the proposed egress from the garage was to enter into the existing building and where the doors are opening to the garage in the path of egress from the building. That would not meet the required egress from the parking. However, I noticed where the break room is located against the exterior wall where the exterior exit door is within the break room. To meet egress from the parking garage, I would suggest relocating the break room closer to the double doors to allow for a 48" minimum hallway to the exit for egress. I provided in the email on 4/13/17 attachment a diagram on the plan you provided me in pdf explaining my suggestion. If this is acceptable, revise the plan accordingly. Response: The egress route has been updated to take advantage of an existing staircase and door not previously shown. See sheet G102, dated 4/14/17, attached hereto. PW DEPARTMENT: Dave McPherson at 206-431-2448 1. Prior to issuance of the Building permit provide a completed Traffic Concurrency Certificate Application and pay a Traffic Concurrency Test fee in the amount of $2,500.00. Fee based on between 40,001 and 50,000 gross floor area (for Other Use). Response: The completed Traffic Concurrency Certificate Application is attached hereto. Payment of $2,500 for the Traffic Concurrency Testfee will be made at the time of permit issuance. 2. Prior to issuance of this Building permit pay a Transportation Impact Fee in the amount of $13,894.40. The trip generation was calculated using the Institute of Transportation Engineers (ITE) Trip Generation, Ninth Edition. Previous use of building — Warehouse — (ITE land use code 150) Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. at 0.32 trips per 1,000 sq. ft (GFA) x 77 (77,000 sq. ft) = 25 trips. Proposed use of building — for trip generation selected Recreational Community Center — (ITE land use code 495) Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. at 1.05 (lowest rate) trips per 1,000 sq. ft. (GFA) x 32 (32,222 sq. ft) = 33 trips. Therefore, the net trip generation is 33 trips minus 25 trips = 8 new p.m. peak hour trips. The calculated Transportation Impact Fee is 8 trips x $1,736.80 (Public Works Bulletin A3 —Transportation Impact Fees schedule — Zone 1) _ $13.894.40. Response: Payment of S13,894.40 for the Transportation Impact Fee will be made at the time of permit issuance. 3. A Transportation Impact Fee applies to this permit. Credit will be given for the previous use of the building. The Transportation Impact Fee will be based on any new PM peak hour trips — between Weekday hours of 4 pm to 6 pm. Please provide as much information as possible for the new use of this building. (Number of customers expected during the day time hours and night time hours. Including during the weekday PM Peak hours from 4 pm to 6 pm). Please provide any traffic studies that were prepared for other similar CircusTrix, LLC projects, if available. If traffic studies are not available, then provide a trip generation RECEIVED CITY OF TUKWILA JUL 10 2011 PERMIT CENTER evaluation for this project, including any new PM peak hour trips — between Weekday hours of 4pm to Gpm. Response: The Type 2 Special Permission 20170406, which includes the CircusTrix Parking Survey, was attached to the response to correction letter #2 on April 6`; 2017 and has been attached again hereto. Sincerely, 2c% &roe Zach Hixson Development Leader Att: 1. WSEC Lighting Compliance form rev August 2016, Dated 20170707 (Available in Excel format upon request) 2. Sheet G101, dated 20170414 (30"x42" Hard Copy) 3. Sheet G102, dated 20170414 (30"x42" Hard Copy) 4. Sheet A110.1, dated 20170414 (30"x42" Hard Copy) 5. Traffic Concurrency Certificate Application, dated 20170707 6. Type 2 Special Permission 20170406, which includes the CircusTrix Parking Survey RECEIVED CITY OF TUKWIL t JUL 10 2011 PERMIT CENTER City.of Tukwila Development Application Fees for Concurrency Fees for Residential Use Fees for Non -Residential Use Ail Types of Unit Residential Gross Floor Area Industrial 2 Office 3 Between 1 and 3 $300 Less than 5,000 $1 000 Institutional Ait Other Retail 4 Eatery 5 & Port C -Uses .81.800 82,700 55400 51,500 BetweenA and 5 $600 Between 5,001 and 10,000 $1,500 $2,000 Between 6 and 10 $1,200 Between 10,001 and 20,000 $2,000 55,400 810,800 81 .500 82,500 Between 11 and 15 $2,000 Between 20,001 and 30,000 $3.000 $8,100 $10,800 $2,000 $2,500 Between 16 and 20 $3,500 Between 30.001.and 40,000, .„ , . , $4,000„ - $7,200 - $10,800 . $10,800 , • $2,500 ' $2,500 Between 21 and 25 85,000 Between 40,001 and'50 000 85,000 89,000 513,500 510,600 _$3,000._.C.$2,500 ------ ---- _,......_-.. Betwaen and30• --$6,500 Between'50,1301-aTid 70000---- $8.000 $10,800 $16,200 810,800 54,000 12,556 52,700 $4,050 $8,100 53,600 $5,400 $1,000 Between 31'end 40 $8,000 Between 70,001 and 90,000 $7,000 812,600 •$18,900 $10,800 $5,000 $2,500 Between 41 and 60 $10,000 Between 90,001 and 150,000 Greater than 60 $12,000 between 150.001 and 200,000 $8.000 814,400 521,600 $10,800 88,000 $2,500 $9,000 516,200 $24,300 $10,800 $7,000 82,500 Greater than 200,000 510,000 518,000 524,300 510,800 $8,000 52,500 All residential uses gefinectbygm ITE Trip Generation Manual LandUse Codes 200-289, including,singlefamily,,mult -family, mobile horneparlm, and shared housing i1 InclustrialiagriCuitUrst uses defined by the ITE Trip Generation Manual Land Use Codes 100-199, including tight and heavy industrial, manufacturing, and warehousing 3AJIoffice, ITtedloal, and:serviceselated.uses nefirietTbythe ITE Tip Generation hliandal Land Use Codes 690-699., 700-799, and 900-999,,inducling ganeral office; 'medical -facilities. and banks 4 All retail and recreation uses defined by the ,ITE Trip Generation Manua f Land Use Codes 400-499, 800-610 and 837-899, Including retail sales, tentst athletic clubs, and theaters All Tood,seryice,uses detined'lay the ITE Trip Gener-ation Manual Land Use Codes 831-836, excluding accessory (stand-alone) drive-through espresso stands (or similar) ender 25„Osf which are assessed 8300 6. All institutional and transportation uses defined by the ITE Trip Generation Manual Land Use Codes 000-099 and 500-599, including schools,: places of worship, day,oare,,lerminals, and -transit ,Coneetrrpney_AvOiealietlFee."(ableFees Page 2 of 2 z 0 _.4 c., w cc CC cc4b 01 -I PERMIT CENTER COMPLETE APPLICATION CHECKLIST 1. APPLICATION CHECKLIST: After speaking with Lindsay Brown, the following items were deemed necessary. 2. APPLICATION FEE: An Application fee of $300 has been attached. 3. WRITTEN DESCRIPTION OF THE PROJECT, DEVIATION OR APPROVAL BEING REQUESTED AND RESPONSE TO THE APPLICABLE DECISION CRITERIA: a. The project under consideration is a tenant -remodel of a 77,000 square foot warehouse for use as a trampoline park. 43,790 sqft will have an A3 -Assembly classification. 34,200 sqft will have an S-2 — Storage classification and will be used for parking. b. We ask that our parking use be classified as a mix of Office and Shopping Center (25,000 sqft — 499,999 sqft) based on the use inside our building. 11,568 sqft of the building is used as office, breakroom, storage, common areas and personal rooms. The other 32,222 sqft is used for trampolines (Indoor Recreation Facility). i. 11,568 sqft-OFFICE-3 spots/1,000 sqft=34.7 spots ii. 32,222 sqft-SHOPPING CENTER- 4 spots/1,000 sqft = 128.9 spots c. Total spots required would be 163.6 i. This equals 3.7 spots/1,000sqft d. We are providing 171 spots. i. 77 outside ii. 94 inside iii. This equals 3.91 spots/1,000 sqft e. We will be providing 3 new handicapped parking stalls to add to the 3 existing for a total of 6. 1 of the existing spaces is van accessible. This meets ANSI 117.1 requirements. 4. A COMPLETE DESCRIPTION OF THE PROPOSED CONSTRUCTION RELATIVE TO PARKING AREAS, AND ALL SUPPORTING AGREEMENTS: This was included in the original submittal. 5. DIMENSIONAL SITE PLAN TO DEMONSTRATE PARKING AREA CONSISTENT WITH ZONING CODE REQUIREMENTS: A site plan was submitted with our response to correction letter #1. 6. PARKING STUDIES AS NEEDED TO DEMONSTRATE ADEQUATE PARKING I5 PROVIDED: See the attached parking survey data. RECEIVED CITY OF TUKWILA JUL 102017 PERMIT CENTER Location D CIRCUSTRIX PARKING SURVEY - STAND ALONE BUILDINGS a. u. N cr in '0 o • c c 0. tn 4. O • 0 N b Ci H N ba 0.0 d C = C W C"..g C (6 Y L.d f0 ` 0. a 0. N co cr a 0. c M 110 t0 ca \▪ 3 'O CU ..o▪ ow c m - ,n a cc x Park Name Notes Fresno CA SkyWalk Durham NC DefyGravity Birmingham AL AirWalk Knoxville TN JumpJam Chattanooga TN SuperFly Nashville TN AboveAll Rogers AR HighRise Augusta GA AirStrike Raleigh NC DefyGravity Wilmington NC DefyGravity Jackson MS HighHeaven New Orleans LA Sector6 Baton Rouge LA Area51 Olympia WA BoomShaka 12,000 40 300 3.33 40 14,000 60 233 4.29 60 16,000 37 432 2.31 35 2 20,000 40 500 2.00 38 2 32,000 156 205 4.88 150 6 35,000 137 255 3.91 130 7 22,000 110 200 5.00 104 6 35,108 175 201 4.98 169 6 21,000 83 253 3.95 80 3 24,000 67 358 2.79 64 3 22,000 83 265 3.77 80 3 45,000 215 209 4.78 211 4 22,000 75 293 3.41 73 2 52,570 80 657 1.52 77 3 Averages for Stand Alone Tukwila 26,620 97 312 rim 94 4 PROPOSED BUILDING WA Flying Circus 43,790 171 256 165 6 Proposed builing & parking ACTUAL CARS PARKED DURING SURVEY Rogers AR HighRise 22,000 110 200 5.00 Survey Saturday 3/11 @ 1:00 Rogers AR HighRise 22,000 50 440 2.27 Survey Saturday 3/11 @ 8:00 Rogers AR HighRise 22,000 8 2,750 0.36 Survey Monday 3/13 @ 1:00 Rogers AR HighRise 22,000 25 880 1.14 Survey Monday 3/13 @ 8:00 Baton Rouge LA Area51 22,000 75 293 3.41 Survey Saturday 3/11 @ 1:00 Baton Rouge LA Area51 22,000 75 293 3.41 Survey Saturday 3/11 @ 8:00 Baton Rouge LA Area51 22,000 24 917 1.09 Survey Monday 3/13 @ 1:00 Baton Rouge LA Area51 22,000 53 415 2.41 Survey Monday 3/13 @ 8:00 4/6/2017; 12:29 PM RECEIVED CITY OF TUKWILA JUL 10 2011 PERMIT CENTER 0 CITY OF TUKWILA Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Alta://_RyjT� ul_ �_.-,;Iaw^ A^, Pernilt No. Project No. Date Application Accepted: Date Application Expires: (Fa-0we use ally) TRAFFIC CONCURRENCY CERTIFICATE APPLICATION Applications and plans must be complete in order to be accepted for plan review, Applications will not be accepted through the mail or by fax. ','*Please Print** SITE LOCATION Site Address: 1-155 Tenant Name: = IA PROPERTY OWNER Flame; Ll _. Address: City: `r'+hriL" State: King Co. Assessor's Tax Ivo.:_.:07 Z 3� riCjl n Suite Number: CONTACT PERSON - person receiving all project communication Name: Address —_ City: Y State: ._ - ■ ct) LLC % (� Phone: /;7o%, - t. Email: Scope of Work (please provide detailed information): T>`as • J Ti_1 d GL, t•tL--_ tti 1teoiz zfsGJr. Zip:,71 ! Type of Existing Use: Is existing building vacant? Mer Type of worst: ❑ New ❑ Addition (4 Change of use Type of Proposed Use: PERi:irr APPLICATION NOTES Size of Existing Use:'T7,0o0 For how long? C] Remodel 1 Tenant Improvement Size of Proposed Use: Ll' tB‘th,t,f 2_00 Expiration - The concurrency testnotice shall expire 90 days after issuance%unless the applicant submits a SEPA or other documentation pursuant to TMC 21.04. lithe submittal is made within 90 days, the test notice shall he Valid for one calendar year from the date of issuance of the notice. Once the associated development permit or building permit is approved, the final concurrency certificate shall be valid for 2 developer possesses a valid building permit for the development. Extensions may be granted in accordance with TMC years 9.50 or as long 2 the Transferability - A certificate of concurrency is not transferable to other land, but may be transferred to new owners of the original ! certificate of concurrency shall apply only to the specific land use, density, add intensity described in the application for a development permit or building permit. S and A 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY TI IE_ LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY OWNER OR AUJTIIORIZED AGENT: Signature: Date: Print Name: SL`l�E�tAt_ DnY Telephone: Mailing Address: �S� V•? _int/ t<SQu yT �) C t e:FLae clinkCtiS�sLi it ! T= l�2 y 72 Int O�FiG� Ce, ••m:wu• r_,t•.uT F.re.r,ft: "etm;:,5cwTc tar G�n:ar.<n_s' no iicnnn Mt -ileac, Pages of 2 Sim: Zip hn CIX -tet- 51-1Z. x Pro6-01 NQS , LLG CORREcTION LTR# b 00111 RECERTD CITY OF TUKWILA JUL 10 2017 PERMIT CENTER 6/5/2017 City of Tukwila Department of Community Development SAM BREHM 653 W DICKSON ST FAYETTEVILLE, AR 72701 RE: Permit Application No. D17-0014 CIRCUSTRIX, LLC 455 ANDOVER PARK E Dear SAM BREHM, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 1/19/2017, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of COMMENTS OUT and is due to expire on 7/19/2017. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Fmk Rachelle R'pley Permit Technician File No: D17-0014 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 May 11, 2017 0 0 City of Tukwila Department of Community Development SAM BREHM 653 W DICKSON ST FAYETTEVILLE, AR 72701 RE: Correction Letter # 3 DEVELOPMENT Permit Application Number D17-0014 CIRCUSTRIX, LLC - 455 ANDOVER PARK E Dear SAM BREHM, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - C DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (ONLY If Applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. The previous correction memo requested a WSEC lighting form but was not provided with the responses. Please provide a completed 2015 Washington State Energy Code "LIGHTING SUMMARY" Compliance Forms for Commercial Buildings available online at: http://www.neec.net/energy-codes (scroll down to center of page "2015 WSEC Commercial Provisions - Compliance Forms"). 2. Item #7 of review memo, the seismic assessment documents were not provided with the response to that memo. Provide those seismic analysis documents stamped and signed by the engineer. Note: This permit plan review may not be complete as revised plans may require further corrections. PW - C DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. A Transportation Impact Fee applies to this permit. Credit will be given for the previous use of the building. The Transportation Impact Fee will be based on any new PM peak hour trips — between Weekday hours of 4 pm to 6 pm. Please provide as much information as possible for the new use of this building. (Number of customers expected during the day time hours and night time hours. Including during the Weekday PM Peak hours from 4 pm to 6 pm). 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Please provide any traffic studies that were prepared for other similar CircusTrix, LLC projects, if available. If traffic studies are not available, then provide a trip generation evaluation for this project, including any new PM peak hour trips - between Weekday hours of 4 pm to 6 pm. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Bill Rambo Permit Technician File No. D17-0014 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 O THE 'MCLA1N GROUP April 6, 2017 653 W. Dickson Street, Fayetteville, AR 72701 Phone: (417) 499-1336; sam@mclain-group.com Mr. Bill Rambo — Permit Technician City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Subject: Correction Letter # 2 Responses DEVELOPMENT Permit Application Number D17-0014 CIRCUSTRIX, LLC — 455 ANDOVER PARK E Dear Sir: This correspondence is on behalf of CircusTrix Holdings, LLC as their authorized Owner's Representative. We have received your comments regarding the plans and specifications for the above referenced applications and propose the following comments and revised documents. BUILDING DEPARTMENT: Allen Johanessen 1. (GENERAL NO 1'E) PLAN SUBMITTALS: (Min size 11x17 to maximum size of 24x36; all sheets shall be the same size. New Revised plan sheets shall be the same size sheets as those previously submitted.) (ONLY if Applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) Response: The specifications are included on the stamped blueprint documents. There is no separate specification book. 2. (BUILDING REVIEW NOTES) The previous correction memo requested a WSEC lighting form but was not provided with the responses. Please provide a completed 2015 Washington State Energy Code "LIGHTING SUMMARY" Compliance Forms for Commercial Buildings available online at: http://www.neec.net/energy-codes (scroll down to center of page "2015 WSEC Commercial Provisions — Compliance Forms"). CORRE TIOIU LTR#____ 1,7% oo ty RECEIVED CITY OF TUKWILA APR 112011 PERMIT CENTER 0 Response: The 2015 MSEC lighting form was attached to the re.rponse to correction letter #1 on March 6th, 2017 and has been attached again hereto. 3. Item #7 of review memo, the seismic assessment documents were not provided with the response to that memo. Provide those seismic analysis documents stamped and signed by the engineer. Response: The Seismic Risk Assessment Report, dated Januag 31, 2017, was attached to the response to correction letter #1 on March 6th, 2017 and has been attached again hereto. PLANNING DEPARTMENT: Lindsay Brown at (206)-433-7166 1. Indicate on plans where additional rooftop mechanical equipment will be placed. Is proposed HVAC equipment higher than existing units? How will they be screened? Response: The attached RTU presentation shows where they will be placed and illustrations of various sightlines. The parapet on the building adequately screens them from view by any adjacent properly owner. 2. Please submit an application for a Type 2 Special Permission to determine the parking requirement for an unspecified use. In support of your application, submit information on other CircusTrix trampoline parks sites including the square footage of the park, and counts of parking spaces occupied during the daytime on a weekday, in the evening on a weekday, and during the day on a weekend. Response: The Type 2 Special Permission application, which includes the CircusTrix Parking Surrey, has been attached. PW DEPARTMENT: Dave McPherson at 206-431-2448 1. A Transportation Impact Fee applies to this permit. Credit will be given for the previous use of the building. The Transportation Impact Fee will be based on any new PM peak hour trips — between Weekday hours of 4 pm to 6 pm. Please provide as much information as possible for the new use of this building. (Number of customers expected during the day time hours and night time hours. Including during the weekday PM Peak hours from 4 pm to 6 pm). Please provide any traffic studies that were prepared for other similar CircusTrix, LLC projects, if available. If traffic studies are not available, then provide a trip generation evaluation for this project, including any new PM peak hour trips — between Weekday hours of 4pm to 6pm. Response: The previous use was for ofce/manufacturing and included 73 parking spots. As a normal business operation, we can assume this parking requirement was to meet the peak demand, which would typically coincide with peak hour demand during the weekday hours from 4-6pm. The current design provides 171 packing positions to accommodate the peak demands for CircusTrix operations, which are Friday evenings through Sunday evenings. As the attached study will illustrate, our use during the weekdays is minimal, and in theo y will reduce the demand during the weekday hours from 4-6pm. o • Sincerely, SRN 8/`&%/n Sam Brehm Development Leader Att: 1. WSEC Lighting Compliance form rev August 2016, Dated 20170221 2. Seismic Risk Assessment Report, 20170131 3. RTU presentation, WATUK BUILDING PERMIT HVAC SIGHTLINES 20170406 4. Type 2 Special Permission 20170406. Included in this is the CircusTrix Parking Survey March 28, 2017 0 0 City of Tukwila Department of Community Development SAM BREHM 653 W DICKSON ST FAYETTEVILLE, AR 72701 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D17-0014 CIRCUSTRIX, LLC - 455 ANDOVER PARK E Dear SAM BREHM, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (ONLY If Applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the. seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. The previous correction memo requested a WSEC lighting form but was not provided with the responses. Please provide a completed 2015 Washington State Energy Code "LIGHTING SUMMARY" Compliance Forms for Commercial Buildings available online at: http://www.neec.netlenergy-codes (scroll down to center of page "2015 WSEC Commercial Provisions - Compliance Forms"). 2. Item #7 of review memo, the seismic assessment documents were not provided with the response to that memo. Provide those seismic analysis documents stamped and signed by the engineer. Note: This permit plan review may not be complete as revised plans may require further corrections. PLANNING DEPARTMENT: Lindsay Brown at (206)-433-7166 if you have questions regarding these comments. 1. Indicate on plans where additional rooftop mechanical equipment will be placed. Is proposed HVAC equipment higher than the existing units? How will they be screened? 2. Please submit an application for a Type 2 Special Permission to determine the parking requirement for an unspecified use. In support of your application, submit information on other CircusTrix trampoline parks sites including the square footage of the park, and counts of parking spaces occupied during the daytime on a weekday, in the evening on a weekday, and during the day on a weekend. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. DATE: March 28, 2017 PROJECT: CircusTrix, LLC at 455 Andover Park East TL no. 022340-0060 2nd Review Comments PERMIT NO: D17-0014 PLAN REVIEWER: Contact David McPherson at (206) 431-2448, if you have any questions/comments regarding the following comments. David.McPherson@TukwilaWA.gov A Transportation Impact Fee applies to this permit. Credit will be given for the previous use of the building. The Transportation Impact Fee will be based on any new PM peak hour trips — between Weekday hours of 4 pm to 6 pm. Please provide as much information as possible for the new use of this building. (Number of customers expected during the day time hours and night time hours. Including during the Weekday PM Peak hours from 4 pm to 6 pm). Please provide any traffic studies that were prepared for other similar CircusTrix, LLC projects, if available. If traffic studies are not available, then provide a trip generation evaluation for this project, including any new PM peak hour trips — between Weekday hours of 4 pm to 6 pm. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that three (3) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D17-0014 6300,Southeenter Boulevard Suite #10(1 • Tukwila Wa.chinntnn 9R1RR • !Ninny 716-431-367n • Fnr MA- d31_?KA'S PLAN REVIEW RESPONSE: March 6, 2017 TUKWILA Plan check #: D17-0014 Project Address; Circustrix, LLC — 455 Andover Park E. To: City of Tukwila Department of Community Development Attn: Rachelle Ripley 6300 Southcenter Boulevard Suite #100 Tukwila WA, 98188 From: Sam Brehm 653 W. Dickson St. Fayetteville, AR 72701 Review comments and responses General note: RECEIVED CITY OF TUKWILA MAR 0 9 2017 PERMIT CENTER PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (ONLY If Applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp,signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications pther than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) Building Review Notes 1710 SW Commerce Suite 25, Bentonville, AR 72712 CORRETWN LTR#. 1: As of July 1, 2016, City of Tukwila requires all plan designs with notes to comply with the new adopted 2015 International and Washington State Building codes. On the cover sheet, reference the current State and International codes including 2015 Washington State code amendments as follows: 2015 International Building codes (IBC) 2015 International Residential codes (IRC) 2015 Uniform Plumbing codes (UPC) 2015 International Mechanical codes (IMC) 2014 National Electrical codes (NEC) 2015 Washington State Energy codes (WSEC) 2014 Liquefied Petroleum Gas Code (NFPA 58) 2015 National Fuel Gas Code (NFPA 54) (for LP Gas installation only) 2015 International Swimming Pool and Spa code 2009 ICC/ANSI Al 17.1 (barrier free codes) Response: - Codes listed above are revised on coversheet. 2: Sheet G102 IBC Platform Compliance Statement refers to 2012 codes. All code compliance references including fire codes shall comply with and state compliance with current 2015 codes. Response: - The design will be in compliance with current 2015 codes. The G102 NFPA deck statement references an actual formal request filed in the past. We treat that statement as a quote and can't change the wording. 3: The bathroom fixture count is appearing to be based on the A-1 Occupancy Classification in TABLE 2902.1. However, the calculation shall be calculated by A-4 & 5 in the table which most suits this occupancy. Also, it was confusing how the occupant count was determined as the "occupant load by classification" isn't consistent with that occupant load for bathroom fixtures. Revise the table to reference the correct calculations Per Table 2902.1. Provide clarification for the method for the occupant load calculations and how it reflects or is consistent with occupant load for bathroom fixtures. Plumbing fixtures shall be provided in the minimum number as shown in Table 2902.1 based on the actual use of the building or space. (IBC (P) 2902.1 & (P) 2902.1.1) Response: - Occupant load and plumbing count on G102 was revised to show compliance with table 2902.1. 4: I could not see accessible parking on the plans. Provide a parking table for the required parking for this tenant. Include number of required accessible parking required. Show where ADA parking is located within close vicinity of the entrance preferably where accessible route shall not cross lanes of vehicular traffic. For every six or fraction of six accessible parking spaces, at least one shall be a van -accessible parking space. (IBC 1106.5, 1106.6) Response: - The current building has 3 accessible parking positions. We believe we need more based on our total parking positions of 173. If you concur, we will modify our drawing and designate those positions. 5: Provide a completed 2015 Washington State Energy Code "LIGHTING SUMMARY" Compliance Forms for Commercial Buildings available online at: http://www.neec.net/energy codes (scroll down to center of page "2015 WSEC Commercial Provisions - Compliance Forms"). Response: - A 2015 Washington State Energy Code Lighting Summary was completed and will be submitted with these responses. 1710 SW Commerce Suite 25, Bentonville, AR 72712 479.254.0112 1 nieiisen=architecture.corn 4 6: Where this is a change of use, alterations to any building or structure shall comply with the requirements of Washington State Energy Code (WSEC) for new construction. Alterations shall be such that the existing building or structure is no less conforming with the provisions of this code than the existing building or structure was prior to the alteration. Alterations to an existing building, building system or portion thereof shall conform to the provisions of the WSEC as they relate to new construction without requiring the unaltered portions of the existing building or building system to comply with this code. Provide Building Envelope compliance form provided on the above energy code site. Show details for all building elements or framing details to show conformance with WSEC. (2015 WSEC SECTION C503) Response: - Per WAC 51-11C-50300. C503.1 General. EXCEPTIONS 1 through 7. There are no alterations to the building envelope or structure and energy use of the building is not being increased. Therefore in our opinion a Building Envelope compliance form is not required. 7: Since this is a change of use, a seismic assessment and analysis of the building by a registered engineer shall be required to determine if the building complies to seismic requirements for Category Risk level 3 with an occupant load over 300 and where Level 3 alterations work area exceeds 50 percent of the building area. Provide engineers seismic calculations.or documentation. If additional seismic upgrades are required, provide plan and details by the engineer. (IEBC Section 505.1, 1007.3.1, IBC 1604.5) Response: - Seismic assessment of existing building was provided by the building owner and will be submitted with these responses. Structural calculations for new construction elements will also be included with this response. 8: Provide quality control inspection documentation or table specifying "Special Inspections" required for this project. Include engineer's calculations. (IBC Chapter 17) Response: - 9: Provide MDS documentation for the play equipment, coverings, and materials. Response: - All material information is included on X100 - X400. 10: Provide a site plan showing setbacks with surrounding buildings and elements including parking and exits. Response: 11: Provide the square footage of the Mezzanine. This was not shown in the occupant load classification table. Also, indicate if it was included in the occupant load. Response: - Mezzanine square footage was added to the room schedule on G102. 12: In addition to the egress plan, emergency illumination shall be provided along the designated common paths of egress and shall have at least an average 1 foot-candle and a minimum at any point of 0.1 -foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required at exterior landings or exit discharge doorways where two or more exits are required. Show exit signs and specify emergency illumination per code. (IBC 107.2.3 & Section 1006) 1710 SW Commerce Suite 25, Bentonville, AR 72712 1 479.254.0112 iielsen-architsiture.coom 4 Response: - Revised E100 and added key note 14 to comply. Existing exterior wall packs with 90 minute battery backup are existing to remain. Note: This permit plan review may not be complete as revised plans may require further corrections. PLANNING DEPARTMENT: Lindsay Brown at (206)433-7166 if you have questions regarding these comments. 1: Please submit a site plan to scale showing the building, ingress/egress, parking areas, landscaping, and lighting fixtures. Show exterior elevations. Is mechanical equipment located on the rooftop? Is it screened? Response: - Included 2: What changes, if any, are proposed to the exterior of the building? Response: - None. Will request sign permit. 3: The site is zoned TUC -WP (Tukwila Urban Center- Workplace District), and accesses from Andover Park East, which is designated as a Workplace Corridor. Response: - 4: Per TMC 18.28.260, uses not specifically mentioned in Table 18- Provision of Parking will have the number of required parking spaces determined by the Com unity Development Director as a Type 2 Special Permission decision. This determination will be based on the requirements for the most comparable use specified in this section, or a parking study of similar uses in other locations. The application for a Type 2 Special Permission request is attached. Response: -Based on zone of property, it requires 3 positions per 1,000 sq ff for office and 4 positions per 1,000 sq ft for other. We have 8,000 sq ft of office which requires 24 spots. The other is 35,790 and requires 4 per 1,000 sq ft. That equals 143 spots. We need 167 total. Our plan accommodates 173 spaces. 5: Please show on site plans the location of bike racks, and of trash and recycling enclosures. Mechanical equipment should be screened. Response: - On included site plan. 6: Chapter 18.70 of the Tukwila Municipal Code addresses nonconformance. If a change of use takes place which requires an increase in the parking area by an increment less than 100%, the off-street parking and loading requirements of the code apply to only the additional parking area. If the parking area is required to increase by 100% or more by the change of use, then the current code requirements apply to the entire parking area. The Tukwila Municipal Code can be accessed here: http://records.tukwilawa.gov/WebLink8/ElectronicFile.aspx?docid=56618&&dbid=1 Response: - See number 4. 1710 SW Commerce Suite 25, Bentonville, AR 72712 479.254.0112 nieisen-architecture.corn PW DEPARTMENT: Dave McPherson at (206)431-2448 if you have questions regarding these comments. 1: A Transportation Impact Fee may apply to this permit. Credit will be given for the previous use of the building. The Transportation Impact Fee will be based on any new PM peak hour trips. Please provide as much information as available for the new use of this building. (Number and type(s) of employees, business hours, work hours of employees, description of work within the building, etc.). Credit will be based on your response. Response: - Number and type of employees- This facility will have approximately 30 part-time employees and 2 full time employees. Hours are 9 am - 9 pm Sunday through Thursday. 9 am - midnight Friday and Saturday. Employees attend to customers safe enjoyment of our facility. 2: A Traffic Concurrency Certificate Application and Test Fee will apply to this permit, if a Transportation Impact Fee applies to this permit. Attachments: Revised G101, G102, E100, S1.1, & S1.2 Structural Calculations Lighting compliance statement Building Seismic Report Structural Calculations 1710 SW Commerce Suite 25, Bentonville, AR 72712 479.254.0112 Mei sen- archttecture.corr City of Tukwila Department of Community Development February 16, 2017 SAM BREHM 653 W DICKSON ST FAYETTEVILLE, AR 72701 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0014 CIRCUSTRIX, LLC - 455 ANDOVER PARK E Dear SAM BREHM, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. ® (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (ONLY If Applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. As of July 1, 2016, City of Tukwila requires all plan designs with notes to comply with the new adopted 2015 International and Washington State Building codes. On the cover sheet, reference the current State and International codes including 2015 Washington State code amendments as follows: 2015 International Building codes (IBC) 2015 International Residential codes (IRC) 2015 Uniform Plumbing codes (UPC) 2015 International Mechanical codes (IMC) 2014 National Electrical codes (NEC) 2015 Washington State Energy codes (WSEC) 2014 Liquefied Petroleum Gas Code (NFPA 58) 2015 National Fuel Gas Code (NFPA 54) (for LP Gas installation only) 2015 International Swimming Pool and Spa code 2009 ICC/ANSI A117.1 (barrier free codes) 2. Sheet G102 IBC Platform Compliance Statement refers to 2012 codes. All code compliance references including fire codes shall comply with and state compliance with current 2015 codes. 3. The bathroom fixture count is appearing to be based on the A-1 Occupancy Classification in TABLE 2902.1. However, the calculation shall be calculated by A-4 & 5 in the table which most suits this occupancy. Also, it was confusing how the occupant count was determined as the "occupant load by classification" isn't consistent with that occupant load for bathroom fixtures. Revise the table to reference the correct calculations Per Table 2902.1. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 e Phone 206-431-3670 • Fax 206-431-3665 Provide clarification for t nethod for the occupant load calculations and c/ it reflects or is consistent with occupant load for bathroom fixtures. Plumbing fixtures shall be provided in the minimum number as shown in Table 2902.1 based on the actual use of the building or space. (IBC [P] 2902.1 & [P] 2902.1.1) 4. I could not see accessible parking on the plans. Provide a parking table for the required parking for this tenant. Include number of required accessible parking required. Show where ADA parking is located within close vicinity of the entrance preferably where accessible route shall not cross lanes of vehicular traffic. For every six or fraction of six accessible parking spaces, at least one shall be a van -accessible parking space. (IBC 1106.5, 1106.6) 5. Provide a completed 2015 Washington State Energy Code "LIGHTING SUMMARY" Compliance Forms for Commercial Buildings available online at: http://www.neec.net/energy-codes (scroll down to center of page "2015 WSEC Commercial Provisions - Compliance Forms"). 6. Where this is a change of use, alterations to any building or structure shall comply with the requirements of Washington State Energy Code (WSEC) for new construction. Alterations shall be such that the existing building • or structure is no less conforming with the provisions of this code than the existing building or structure was prior to the alteration. Alterations to an existing building, building system or portion thereof shall conform to the provisions of the WSEC as they relate to new construction without requiring the unaltered portions of the existing building or building system to comply with this code. Provide Building Envelope compliance form provided on the above energy code site. Show details for all building elements or framing details to show conformance with WSEC. (2015 WSEC SECTION C503) 7. Since this is a change of use, a seismic assessment and analysis of the building by a registered engineer shall be required to determine if the building complies to seismic requirements for Category Risk level 3 with an occupant load over 300 and where Level 3 alterations work area exceeds 50 percent of the building area. Provide engineers seismic calculations or documentation. If additional seismic upgrades are required, provide plan and details by the engineer. (IEBC Section 505.1, 1007.3.1, IBC 1604.5) 8. Provide quality control inspection documentation or table specifying "Special Inspections" required for this project. Include engineer's calculations. (IBC Chapter 17) 9. Provide MDS documentation for the play equipment, coverings, and materials. 10. Provide a site plan showing setbacks with surrounding buildings and elements including parking and exits. 11. Provide the square footage of the Mezzanine. This was not shown in the occupant load classification table. Also, indicate if it was included in the occupant load. 12. In addition to the egress plan, emergency illumination shall be provided along the designated common paths of egress and shall have at least an average 1 foot-candle and a minimum at any point of 0.1 -foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required at exterior landings or exit discharge doorways where two or more exits are required. Show exit signs and specify emergency illumination per code. (IBC 107.2.3 & Section 1006) Note: This permit plan review may not be complete as revised plans may require further corrections. PLANNING DEPARTMENT: Lindsay Brown at (206)-433-7166 if you have questions regarding these comments. s 1. Please submit a site plan to scale showing the building, ingress/egress, parking areas, landscaping, and lighting fixtures. Show exterior elevations. Is mechanical equipment located on the rooftop? Is it screened? 2. What changes, if any, are proposed to the exterior of the building? 3. The site is zoned TUC -WP (Tukwila Urban Center- Workplace District), and accesses from Andover Park East, which is designated as a Workplace Corridor. 4. Per TMC 18.28.260, uses not specifically mentioned in Table 18-5: Provision of Parking will have the number of required .parking spaces determined by the Community Development Director as a Type 2 Special Permission decision. This determination will be based on the requirements for the most comparable use specified in this section, or a parking study of similar uses in other locations. The application for a Type 2 Special Permission request is attached. 6300 Southcenter Boulevard Suite #100 ® Tukwila Washington 98188 • Phone 206-431-3670 ® Fax 206-431-3665 5. Please show on site s the location of bike racks, and of trash and cling enclosures. Mechanical equipment should be sci. ened. 6. Chapter 18.70 of the Tukwila Municipal Code addresses nonconformance. If a change of use takes place which requires an increase in the parking area by an increment less than 100%, the off-street parking and loading requirements of the code apply to only the additional parking area. If the parking area is required to increase by 100% or more by the change of use, then the current code requirements apply to the entire parking area. The Tukwila Municipal Code can be accessed here: http://records.tukwilawa.gov/WebLink8/ElectronicFile.aspx?docid=56618&&dbid=1 PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. 0 1. A Transportation Impact Fee may apply to this permit. Credit will be given for the previous use of the building. The Transportation Impact Fee will be based on any new PM peak hour trips. Please provide as much information as available for the new use of this building. (Number and type(s) of employees, business hours, work hours of employees, description of work within the building, etc.). Credit will be based on your response. 2. A Traffic Concurrency Certificate Application and Test Fee will apply to this permit, if a Transportation Impact Fee applies to this permit. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (3) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 433-7165. Sincerely Rache le Ripli y Permit Technician File No. D17-0014 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ENTRY AXON 2 GREEN AROUND PERIMETER OF ROOM ONE BLACK ACCENT WALL IN EACH PARTY ROOM LAYOUT MODIFIED - CATWALK AND SLIDE REMOVED. - STUNT FALL LAUNCH PLATFORM NOW BY GC - NINJA, EURO, BASKETBALL AND - DODGEBALL SWITCHED LOCATIONS. - WARPED WALL REMOVED AND REPLACED WITH OWNER PROVIDED. - EXISTING LIGHTING IN MAIN AREA TO REMAIN FINISH SCHEDULE ACT -1 NOT USED CP NOT USED GYP FIRE RATED GYPSUM BOARD, PAINTED MEL -1 BLACK MELAMINE PLAM-1 ABET LAMINATI 421 SEI -BK (OR EQUAL) PT -1 PAINT, SHERWIN WILLIAMS - 7072 ONLINE GRAY - ROOMS/MEZZANINE PT -2 PAINT, SHERWIN WILLIAMS - 6258 TRICORN BLACK - EVERYTHING UNO RB RUBBER COVE BASE 4" BLACK - ALL GYP & FRP WALLS WHERE NOT EXISTING AND IN GOOD SHAPE SC SEALED CONCRETE - TROWELED TO A HIGH SHEEN FINISH AND SEALED FRP FIBERGLASS REINFORCED PANELS - WHITE - RESTROOMS ALL WALLS TO 8', PROVIDE J OR T MOLDING AT ALL EDGES VCT ARMSTRONG CLASSIC BLACK 51910 AND SOFT WARM GRAY 51861 IN 6' DIAMOND PATTERN PT -3 PAINT, SHERWIN WILLIAMS - 6958 DYNAMIC BLUE, REF A700 FOR PAINT LOCATIONS PT -4 PAINT, SHERWIN WILLIAMS - 6931 JOLLY GREEN, REF A700 FOR PAINT LOCATIONS GRAY, ALL OTHER LOCATIONS ADJACENT TO MEZZANINE BLACK ON MEZZANINE SIDE FACE OF CORE AREA WALLS, INTERIOR FINISHES ARE TO REMAIN BLUE ON WALLS FACING OPEN AREA BLACK ON EXTERIOR WALLS IN MAIN AREA BLUE ON WALLS FACING OPEN AREA REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 9 2017 City Og Tukwila i BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 262011 PERMIT CENTER ENTRY AXON 1 2 (AXON 1 pry_ z U 9/6/17 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT, REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED BY ERIC NIELSEN ARCHITECT PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS # I DATE DESCRIPTION 1 1/25/17 ADDENDUM 1 7 6/21/17 ADDENDUM 6 10 08/08/17 ADDENDUM 9 J 9L6117 DDENDUM 10 WATUK 30" X 42" SHEET SHEET CONTENTS: PERSPECTIVES AND 3D VIEWS A700 XISTING PANELS ND TRANSFORMER 0 REMAIN. t26d'Aid P 277/480/V 3PH/4W MDP SEC. 1 & . LIGHTING PLAN EXISTING PANELS AND TRANSFORMER TO REMAIN. 11 KEYED NOTES 0 CONNECT EXIT SIGNS TO EXISTING LIGHTING CIRCUIT SERVING AREA AHEAD OF ANY LIGHTING CONTROLS. CENTER ABOVE DOOR. IN OPEN AREAS MOUNT ALONG PATH OF EGRESS AND IN LOCATION AND HEIGHT THAT IS NOT OBSTRUCTED FROM VIEW. 2❑ LIGHT FIXTURES IN THIS AREA TO BE RELOCATED AS REQUIRED. MAINTAIN EXISTING CIRCUITRY AND CONTROLS. • PROVIDE LEVITON ADAPTIVE TECHNOLOGY DUAL DETECTION CEILING MOUNTED OCCUPANCY SENSOR OSCOS-MOW AND REQUIRED LEVITON OPP20 POWERPAK(S) WITH MANUAL OVERRIDE SWITCH AT LOCATION SHOW. REF TO DETAIL 2/E010. • USE GRIPPLE AIRCRAFT CABLE KIT INCLUDED WITH LIGHT FIXTURES TO MOUNT LIGHT FIXTURES AT +20'-0" AFF TO BOTTOM OF FIXTURE. PROVIDE UNISTRUT AND THREADED ROD TO SPAN BETWEEN STRUCTURAL SUPPORTS TO MAINTAIN SPACING. Q5 NOT USED. • ROUTE HOMERUN VIA EXISTING LIGHTING CONTROLS. ▪ NOT USED. ® COORDINATE FINAL LOCATION OF EXIT SIGNS WITH FINAL TRAMPOLINE LAYOUT. PROVIDE ADDITIONAL EXIT SIGNS AS REQUIRED ALONG PATH OF EGRESS. n n IT LIGHTS IN THIS AREA ARE EXISTING TO REMAIN. MAINTAIN EXISTING CIRCUITRY AND CONTROLS. A\ 10 NOT USED. 11 EXIT SIGNS IN MAIN AREA TO BE MOUNTED AT 12' AFF. 12 CONFIRM COLOR OF LED LIGHTING WITH OWNER REPRESENTATIVE PRIOR TO ORDER. REF TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATION AND HEIGHT OF LIGHT FIXTURE. 13 NEW LIGHTS TO BE CONNECT TO EXISTING LIGHTING CIRCUIT PREVIOUSLY SERVING AREA AND NEW CONTROLS AS SHOWN. EC TO VERIFY THAT THE EXISTING CIRCUIT CAN ACCOMMODATE ANY ADDITIONAL LOAD. gi EXISTING EXTERIOR WALL PACK WITH 90 MINUTE BATTERY BACK UP TO REMAIN. FIXTURES POWERED FROM LANDLORD HOUSE PANEL. 15 REUSE EXISTING LAY -IN LIGHTING FIXTURES. CONNECT TO NEW CONTROLS AS SHOWN. CHAIN HANG FROM STRUCTURE ABOVE AS REQUIRED. PRIOR TO INSTALL, GC TO CONTACT OWNER FOR CURRENT HJC ORDER FORM, LIGHTING LAY -OUT, AND AV PLAN. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 29 2011 City of Tukwila BUILDING DIVISION MEZZANINE LIGHTING PLAN 3/32"=1'-0" RECEIVED CITY OF TUKWILA SEP 26 2017 PERMIT CENTER N �• Ctrs W Q Z f- U W Z ± ° 0 Q O LL W Z WM W CORE STATES 1700 W Industrial Drive, Ste. 8 Rogers, AR 72756 Phone (479) 986-4400 FAX (479) 986-4401 11011 GROUP PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT, REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED BY NIELSEN ARCHITECTURE, LLC. PROJECT NUMBER: 2015-0116 DRAWN BY: HOL APPROVED BY: RMJ ISSUE DATE: 11/30/2016 REVISIONS # DATE DESCRIPTION 2 iS 3/6/17 ADDENDUM 2 8 7/14/17 ADDENDUM 7 11 9/6/17 ADDENDUM 10 SHEET CONTENTS: LIGHTING PLAN E100 w LL 1- z Z W U 0) NOT AN EXIT. GC TO REMOVE ANY SIGNAGE IBC PLATFORM COMPLIANCE STATEMENT PLATFORMS DESCRIBED IN THESE DOCUMENTS ARE DESIGNED TO MEET REQUREMENTS OF THE 2012 IBC. PLATFORMS CREATE A RATED FLOOR ASSEMBLY BY USING NONFLAMMABLE MATERIALS AND CONTINUE THIS RATING DOWN TO THE EXISTING FLOOR. NO STORAGE OF ANY KIND IS ALLOWED UNDER THE PLATFORM. PLATFORMS ARE CONSTRUCTED WITH METAL STUDS AND JOISTS AND SHEATHED WITH 3/4" TONGUE AND GROOVE FIRE RATED PLYWOOD ON HORIZONTAL SURFACES AND 1/2" FIRE RATED PLYWOOD ON VERTICAL SURFACES. ASTM F2790 THIS PARK MEETS ALL REQUIREMENTS OF ASTM F2970 STANDARD PRACTICE FOR DESIGN, MANUFACTURE, INSTALLATION, OPERATION, MAINTENANCE, INSPECTION ANF MAJOR MODIFICATION OF TRAMPOLINE COURTS EXIT • :2m.m.Cry:. .,",�,.,: STRIPPED "NO PARKING" FOR EGRESS xxaacxrox.�4n� � vxs!Ecaavc. :•y` \\ ;\\ \\ •' U \\--, ..................... A. Ct : It f U riotu • .. v \\t NFPA DECK STATEMENT DEVELOPER HAS SOUGHT INTERPRETATION AND CLARIFICATION FROM MATT KLAUS, PRINCIPAL FIRE PROTECTION ENGINEER WITH THE NFPA AND MULTIPLE INDEPENDENT FIRE PROTECTION CONSULTANTS THROUGHOUT THE COUNTRY. A FORMAL REQUEST WAS MADE OF THE NATIONAL FIRE PROTECTION ASSOCIATION TO PROVIDE AN INTERPRETATION OF CODE SECTION 8.15.1.2.2 OF THE 2013 EDITION OF NFPA # 13. THE SUBSEQUENT RESPONSE FROM NFPA ARE AS FOLLOWS: "PROVIDED THAT THE SPACE BELOW THE TRAMPOLINE IS DEVOID OF COMBUSTIBLE MATERIALS AND THE PLATFORMS ARE NON-COMBUSTIBLE, SPRINKLERS WOULD NOT BE REQUIRED TO PROTECT THE CAVITY BELOW THE TRAMPOLINE." SUFFICE IT TO SAY THAT NFPA AGREES WITH OUR INTERPRETATION AND INDICATES THAT FIRE SPRINKLERS ARE NOT REQUIRED BELOW THE TRAMPOLINES GIVEN THE CONSTRUCTION OUTLINED BELOW. SMOKE/FLAME SPREAD INFO CAN BE FOUND ON SUPPLIMENTARY X -SHEETS r xw x xs., Y, r , r��ra�rrr� r ,:r.,.,, �� ,•.r r ::e r:z a :;. . t .a a\\.�:rx :.: �.. i \L \ \\u • V / / N. 0\ \ \\\ V v I I x b 1 ;z f • t / :z n it o u / 0 /ir // \ ! / ..---1,A/ \ ir r/I/ i 4' / i :c 1 /1 r/ // // 4.7 // 1. A. >;'/ // •::---, // -4..,./, i sY' / ii ii /�/ 7/ r% /1 p. i IP MI f, / /7 #..., / / iI / 1/1 /1 er • // • \d �' Q .ti l\ 1\ :i a riz aR \ w >41 3 i! A ) r �\ / e i If ....... ..........................\.... . ._. . . . ._,r. ._....7... \ r �x '\ // iu i / ii i \ ii // .4i, %,/ r i \ Lr # / / // \ u ii 1, i, r/ u 0 i v \u G' 1 / \ 001100 ino .! // ii/ /7 / // '1 / ,i/ ii A / i... - .........,.. . 1 --1NDOOR PARKING DOOR TO REMAIN OPEN DURING BUSINESS HOURS • t.....t\......................2\ 400 fit................... \\ ..... A .......... \\ .... _ .....\).. _ _ \ ' \\ • \\ i) / 1/ 417 • • • • • • • • • CONSTANT VOLUME EXHAUST FAN. REF. MECH 0 • MEN 0 DATA LAUNCH MECHANICAL NINJA \ 1 0 0 OM= 0\ a o 0 TUMBLE\\\ .................... El 40' 2 0 010102011 commis • 1 —4- FRONT DESK • • 116 • • 1 • • • I AI R TRACK • • • PARKOUR ROCK WALL MEN'S 108 • WOMEN'S 109 1 2A AN: NNANN"...ANANK • • • • ELECTRICAL r4 FiRgi3FLOOR LIFE SAFETY PLAN • • • • • • • • • 121 ELECTRICAL PARTY A 105 104 PARTY B 103 PARTY 9/ 192' • 18 133 UTILITY • RAMP OCCUPANCY AND EGRESS DATA MEANS OF EGRESS WIDTH PER OCCU PANT SERVED (SPRINKLED) EGRESS: STAIRWAYS = 0.20" (CHAPTER 10 IBC) OTHER EGRESS = 0.15" FIRST FLOOR EGRESS REQUIRED 895 OCCUPANTS x 0.15" = 134.25" REQUIRED DISTANCE OF TRAVEL: PROVIDED 250 FEET (SPRINKLERED) MAXIMUM DISTANCE OF TRAVEL TO AN EXIT 935 OCCUPANTS (468 MEN & 468 WOMEN) MINIMUM FIXTURE REQUREMENTS MALES: WATER CLOSETS - 1 PER 75 - 7 REQUIRED - 8 PROVIDED (3 URINALS) LAVATORIES - 1 PER. 200 - 3 REQUIRED - 4 PROVIDED FEMALES: WATER CLOSETS - 1 PER 75 - 7 REQUIRED - 7 PROVIDED 1 SERVICE SINK PROVIDED 2 DRINKING FOUNTAINS PROVIDED - HIGH LOW CONFIGURATION CIRCUS TRICKS (THE TENANT) LIMITS THE NUMBER OF PEOPLE ALLOWED IN THE BUILDING BASED ON AN ASTM 2970-13 DESIGN LOAD OF 1 JUMPER PER 60 SQ.FT. OF FLAT TRAMPOLINE. THIS IS REQUIREMENT OF THE TRAMPOLINE MANUFACTURER AND CONRTOLED AT THE COMPUTER CHECK IN. OCCUPANT LOAD BY SPACE Room # Room Name Area Occupancy Classification FAPO Total Occupants FIRST FLOOR 100 ENTRY CORRIDOR 2461 SF TRAMPOLINE 60 SF 42 101 WAITING 7307 SF Assembly - UnConcentrated 15 SF 488 102 PARTY C 219 SF Assembly - UnConcentrated 15 SF 15 103 PARTY B 215 SF Assembly - UnConcentrated 15 SF 15 104 PARTY A 217 SF Assembly - UnConcentrated 15 SF 15 105 ELECTRICAL 58 SF Accessory Storage/Mechanical 300 SF 1 106 OFFICE 359 SF Business Areas 100 SF 4 108 MEN'S 146 SF Accessory Storage/Mechanical 300 SF 1 109 WOMEN'S 140 SF Accessory Storage/Mechanical 300 SF 1 110 EXISTING KITCHEN 35 SF Business Areas 100 SF 1 111 EXISTING STORAGE 39 SF Accessory Storage/Mechanical 300 SF 1 112 BREAK 251 SF Business Areas 100 SF 3 113 MAIN ELECTRICAL 91 SF Accessory Storage/Mechanical 300 SF 1 133 MECHANICAL 42 SF Accessory Storage/Mechanical 300 SF 1 134 DATA 50 SF Accessory Storage/Mechanical 300 SF 1 135 UTILITY 42 SF Accessory Storage/Mechanical 300 SF 1 137 MEN 293 SF Accessory Storage/Mechanical 300 SF 1 138 WOMEN 244 SF Accessory Storage/Mechanical 300 SF 1 300 EURO 17X17 196 SF TRAMPOLINE 60 SF 4 301 EURO 10X17 98 SF TRAMPOLINE 60 SF 2 302 EURO 10X17 2 98 SF TRAMPOLINE 60 SF 2 303 EURO 10X17 3 98 SF TRAMPOLINE 60 SF 2 304 OPEN JUMP 4626 SF TRAMPOLINE 60 SF 78 305 LAUNCH 252 SF TRAMPOLINE 60 SF 5 306 DOGEBALL 1184 SF TRAMPOLINE 60 SF 20 307 BASKETBALL 289 SF TRAMPOLINE 60 SF 5 308 TUMBLE 40' 2 330 SF TRAMPOLINE 60 SF 6 309 TUMBLE 40' 330 SF TRAMPOLINE 60 SF 6 400 INDOOR PARKING 33844 SF Parking Garage 200 SF 170 MEZZANINE 201 PARTY 2B 301 SF Assembly - UnConcentrated 15 SF 21 202 PARTY 2C 353 SF Assembly - UnConcentrated 15 SF 24 203 KITCHEN 86 SF Business Areas 100 SF 1 204 WOMEN'S 126 SF Accessory Storage/Mechanical 300 SF 1 205 MEN'S 96 SF Accessory Storage/Mechanical 300 SF 1 206 PARTY 2A 346 SF Assembly - UnConcentrated 15 SF 24 207 MECH. 23 SF TRAMPOLINE 60 SF 1 208 VIEVVING 2500 SF Assembly - UnConcentrated 15 SF 167 1130 KITCHEN 203 86 SF COPY IN CHANGES FROM PERMITED G102 Accessory Storage/Mechanical Assembly - UnConcentrated Business Areas Parking Garages TRAMPOLINE Trampoline Calculating... • 2B • • • • • WOMEN'S PARTY 2C 204 202 PARTY 2B 201 MEZZANINE LIFE SAFETY PLAN MEN'S 205 PARTY 2A 206 ADA DEFINITIONS RAMPS ANY SLOPE ALONG AN ACCESSIBLE ROUTE GREATER THAN 1:20 SHALL BE CONSIDERED A HANDICAPPED RAMP, AND PROVIDED VVITH THE REQUIRED DEVICES INCLUDING BUT NOT LIMITED TO, RAILS AND CURBS. Exit Path Distance ALL HANDICAPPED RAMPS SHALL SLOPE A MAXIMUM OF 1:12 AND CROSS SLOPES SHALL BE A MAXIMUM OF 1:50 ALL WATER CLOSET FLUSH VALVES SHALL BE LOCATED ON THE WIDE SIDE OF THE TOILET STALL AND UTILIZE 5 LBS. OF FORCE OR LESS TO OPERATE. PRIOR TO INSTALLATION NOTIFY ARCHITECT OF ANY CONLICTS BETWEEN THE REQUIRED MOUNTING HEIGHT AND OTHER EQUIPMENT OR MATERIAL. IF NOTIFICATION IS NOT MADE AND INSTALLATION PROCEEDS THE INSTALLER SHALL REMOVE, PATCH, AND REPLACE THE UNIT AT HIS COST AT A LOCATION DIRECTED BY THE ARCHITECT. ALL CURB RAMPS SHALL MEET ADA SPECIFICATIONS. LANDINGS COAT HOOKS IN THE TOILET STALLS SHALL BE MTD. TO THE WALLS OF THE STALLS (NOT THE DOOR) AT 48" A.F.F. IN ACCESSIBLE STALLS AND 60" IN STANDARD STALLS. (STANDARD STALLS MAT HAVE HOOKS ON DOORS) ALL PANIC HARDWARE SHALL BE MTD. NO HIGHER THAN 48" A.F.F. ALL THRESHOLDS, FLOOR LEVEL CHANGES ADN FLOOR TRANSITIONS SHALL NOT EXCEED 1/2" IN HEIGHT AND SHALL BE BEVELED WTH A SLOPE NO GREATER THAN 1:2 ALL LIGHT SVVITCHES, VOLUME CONTROLS, AND THERMOSTATS IN PUBLIC AREAS SHALL BE MTD. NO HIGHER THAN 48" A.F.F. HANDRAILS ALL INTERIOR DOORS SHALL REQUIRE A FORCE NO GREATER THAN 5 LBS PER SQ. FT. TO OPEN. ALL EXPOSED UNDERCOUNTER PIPING SHALL BE ENCLOSED IN PROTECTIVE COVERS TO PREVINT INJURY TO INDIVIDUALS REQUIRING THE USE OF ANY TYPE OF ACCESSIBILITY AID. SIGNS MARDING THE DISABLED PARKING SPACES SHALL BE INSTALLED SO TAHT THE BOTTOM OF THE SIGN IS 6'-8" MINIMUM IN HEIGHT. ONE OR MORE SHALL IDENTIFY THE VAN ACCESSIBLE SPACE. IF WHEEL STOPS ARE USED ON THE SITE THEY SHALL BE PINNED W/ #3F REBAR MIN. 12" LONG SO THEY DO NOT MOVE AROUND. ADA COMPLIANCE NOTES RAMPS SECTION 4.8.1 - 4.8.3 Exit Path Distance ANY PART OF AN ACCESSIBLE ROUTE WITH A SLOPE GREATER THAN 1:20 SHALL BE CONSIDERED A RAMP AND SHALL COMPLY WITH 4.8" THE LEAST POSSIBLE SLOPE SHALL BE USED FOR ANY RAMP. THE MINIMUM CLEAR 1NIDTH OF A RAMP SHALL BE 36" SEE MAXIMUM RISE/RUN CHART FOR ACCEPTABLE SLOPES. LANDINGS SECTION 4.8.4 LEVEL LANDINGS VVILL BE PROVIDED AT TOP AND BOTTOM OF EACH RAMP. LANDING LENGTH SHALL BE MIN. 60" AN BE AS WDE AS RAMP AT A MINIMUM OF 36". IF RAMP CHANGES DIRECTION LANDING WILL BE MIN 60" X 60". IF DORWAY IS LOCATED AT A LANDING, THEN THE AREA IN FRONT OR THE DOORWAY SHALL COMPLY VVITH 4.13.6 HANDRAILS SECTION 4.8.5 AND 4.26 IF A RAMP HAS A RISE GREATER THAN 6" OR A HORIZONTAL PROJECTION GREATER THAN 72", THEN IT SHALL HAVE HANDRAILS ON BOTH SIDES EXTERIOR HANDRAIL 1MLL BE CONSTRUCTED OF WELDED STEEL PIPE WITH AN OUTSIDE DIAMETER OF 1 1/4" - 1 1/2", AND TOP AT 34" -38" A.F.F. GRIND SMOOTH AND PAINT OPTIONAL HANDRAIL MAY BE USED. VERIFY VVITH ARCHITECT FOR STYLE AND INSTALL PER MANUFACTURERS RECOMENDATION AND IN COMPLIANCE WITH ADA OR LOCAL ACCESSIBILITY REQUIREMENTS. SIGNAGE PROVIDE AND INSTALL SIGNAGE AS REQUIRED PER ADA SECTION 703 SIGN SHALL BE MOUNTED ON THE WALL ADJACENT TO L4TCH SIDE OF DOOR. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL BE 60" A.F.F. TO THE CENTERLINE OF SIGN. MOUNTING LOCATION FOR SIGN SHALL BE SO THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE VVITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SVVING OF A DOOR. EGRESS DISTANCES EGRESS DISTANCE IS 250' MAX IN THIS SPRINKLED BUILDING Exit Path Exit Path Distance co FIRE EXTINGUISHER FIRE EXTINGUISHER LAYOUT IS DIAGRAMATIC ONLY AND ADDITIONAL EQUIPMENT MAY BE REQUIRED. DO NOT INSTALL UNTIL FINAL LAYOUT IS APPROVED BY FIRE MARSHAL IN THE FIELD. DO NOT INSTALL EXTINGUISHERS ON ANY PLATFORM EDGE. Mark NUMBER Description Level *** GC TO VERIFY HOW MANY EXISTING FIRE EXTINGUISHERS CAN BE REUSED BABY CHANGING STATION g --V-- ADA URINAL 39" - 41" 13 1/2" 54" MIN. HAND DRYER SOAP DISP /— CLEAR FLOOR SPACE AT TOILET, OTHER FIXTURES NOT ALLOWED WITHIN THIS AREA - SANITARY NAPKIN DISPOSAL <1C> VERTICAL GRAB BAR <2> TOILET PAPER DISPENSER (LARGE CAPACITY) 36" MIN. MAINTAIN A 1-1/2" CLEAR DISTANCE FROM THE WALL OR PARTITION. MIN. REVIEWED FOR .VODE COMPLIANCE APPROVED AUG a 1 2011 cci XXX ADA SIGNAGE SPOUT LOCATION PLAN WATER SHUT OFF VALVE ELEC. 16"- 18" OUTLET ADA SIGNAGE CLEAR SPACE ELEVATION WATER COOLER VANITY DIMENSIONS ARE SHOWN FOR CLEARANCES & HTS. ONLY. REF. DRAWINGS FOR DETAILS AND PLUMBING FOR ACTUAL SINK MODEL fl STUD WALL TYP COUNTER LAVATORY AND FAUCET CONT. CLEAR SEALANT AT TOP 4"h BACKSPLASH BOTTOM EDGE OF 2x4 LEDGER CONT. MIRROR 40" MAX. A.F.F. SEALANT AT TWO SIDES CUT OUT AROUND BOWL AS NEEDED FINISH FACED 3/4" PLYWOOD W/ LOCKABLE HINGED FACE FOR ACCESS. FULL END PANEL SUPPORT AT WALL. ANCHOR TO WALL W/ CLIP ANGLES AND TO FACE PANEL ,1>— RUBBER BASE 6014 HANDICAP WATER CLOSET DETAILS FlEdVitn CITY OF TUKWILA AUG 1 1 2017 PERMIT CENTER FINISH OVER 1 LAYER OF 3/4" PLYWOOD 9" PROVIDE APPROPRIATE INSULATION FOR ANY PLUMBING TO REMAIN EXPOSED LLJ Z Di < 6 E2 F - co 91565 REGISTERED ARCHITECT JON NIELSEN INC 6/21/17 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGH' REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED B ERIC NIELSEN ARCHITECT cc o. TRAMPOLINE cn cc U. CD co CC co ct CC Ln PROJECT NUMBER: 2015-0116 DRAWN BY: EJ N APPROVED BY: EJ N ISSUE DATE: 11/30/2016 REVISIONS 6 4/14/17 ADDENDUM 5 7 6/21/17 ADDENDUM 6 WATUK 30" X 42" SHEET SHEET CONTENTS: ACCESSIBILITY G102 DIVISION ONE SPECIFICATIONS SUBMITTALS: PROVIDE SUBMITTALS OF EACH PRODUCT AND SYSTEM REQUIRED ON THE PROJECT TO THE OWNER FOR REVIEW AND COMMENT. • PRODUCT CERTIFICATES: PREPARE WRITTEN STATEMENTS ON MANUFACTURER'S LETTERHEAD CERTIFYING THAT PRODUCT COMPLIES WITH REQUIREMENTS. • MATERIAL CERTIFICATES: PREPARE WRITTEN STATEMENTS ON MANUFACTURER'S LETTERHEAD CERTIFYING THAT MATERIAL COMPLIES WITH REQUIREMENTS. • OPREPARE WRITTEN EVIDENCE, FROM A MODEL RESEARCH/EVALUATION REPORTS: IDE CODE ORGANIZATION ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, THAT PRODUCT COMPLIES WITH BUILDING CODE IN EFFECT FOR PROJECT. MAINTENANCE DATA: PREPARE WRITTEN AND GRAPHIC INSTRUCTIONS AND PROCEDURES FOR OPERATION AND NORMAL MAINTENANCE OF PRODUCTS AND EQUIPMENT. • DESIGN DATA: PREPARE WRITTEN AND GRAPHIC INFORMATION, INCLUDING, BUT NOT LIMITED TO, PERFORMANCE AND DESIGN CRITERIA, LIST OF APPLICABLE CODES AND LISTOF ASSUMPTIONS AND CALCULATIONS. INCLUDE AND OTHER PERFORMANCE AND DESIGN CRITERIA AND A SUMMARY OF LOADS. INCLUDE LOAD DIAGRAMS IF APPLICABLE. PROVIDE NAME AND VERSION OF SOFTWARE, IF ANY,USED FOR CALCULATIONS. INCLUDE PAGE NUMBERS. • MANUFACTURER'S INSTRUCTIONS: PREPARE WRITTEN OR PUBLISHED INFORMATION THAT DOCUMENTS MANUFACTURER'S RECOMMENDATIONS, GUIDELINES, AND PROCEDURES FOR INSTALLING OR OPERATING A PRODUCT OR EQUIPMENT. INCLUDE NAME OF PRODUCT AND NAME, ADDRESS, AND TELEPHONE NUMBER OF MANUFACTURER. • PRODUCT DATA: COLLECT INFORMATION INTO A SINGLE SUBMITTAL FOR EACH ELEMENT OF CONSTRUCTION AND TYPE OF PRODUCT OR EQUIPMENT. • CLEARLY MARK EACH COPY OF EACH SUBMITTAL TO SHOW WHICH PRODUCTS AND OPTIONS ARE APPLICABLE. • SHOP DRAWINGS: PREPARE PROJECT -SPECIFIC INFORMATION, DRAWN ACCURATELY TO SCALE. DO NOT BASE SHOP DRAWINGS ON REPRODUCTIONS OF THE CONTRACT DOCUMENTS OR STANDARD PRINTED DATA. INCLUDE THE FOLLOWING INFORMATION, AS APPLICABLE: SUBMIT SAMPLES FOR REVIEW OF KIND, COLOR, PATTERN, AND TEXTURE FOR A FINAL CHECK OF THESE CHARACTERISTICS WITH OTHER ELEMENTS AND FOR A COMPARISON OF THESE CHARACTERISTICS BETWEEN FINAL SUBMITTAL AND ACTUAL COMPONENT AS DELIVERED AND INSTALLED. DISPOSITION: MAINTAIN SETS OF APPROVED SAMPLES AT PROJECT SITE, AVAILABLE FOR QUALITY -CONTROL COMPARISONS THROUGHOUT THE COURSE OF CONSTRUCTION ACTIVITY. SAMPLE SETS MAY BE USED TO DETERMINE FINAL ACCEPTANCE OF CONSTRUCTION ASSOCIATED WITH EACH SET. PROVIDE SUBMITTALS ONLY. FOR: METAL SHOP DWGS MILLWORK LIGHTING HVAC PLUMBING PROTECTION OF PERSONS AND PREMISES: DO NOT LOAD ANY PART OF THE WORK WITH WEIGHT THAT WILL DAMAGE OR ENDANGER THE SAFETY OF THE STRUCTURE OR ANY PART THEREOF. WARRANTY: PRIOR TO ISSUE OF CERTIFICATE OF FINAL COMPLETION, THE CONTRACTOR SHALL EXECUTE AND DELIVER TO THE ARCHITECT A WRITTEN WARRANTY FOR THE WORK. SHOULD ANY DEFECT DEVELOP OR BECOME APPARENT DURING THE WARRANTY PERIOD DUE TO IMPROPER MATERIALS OR WORKMANSHIP, THE DEFECTS SHALL, UPON WRITTEN NOTICE, BE MADE GOOD BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER, AND ANY OTHER WORK AFFECTED IN CORRECTING SUCH DEFECTS SHALL ALSO BE MADE GOOD. THE WARRANTY PERIOD SHALL BE AS AGREED UPON BETWEEN THE OWNER AND THE CONTRACTOR BUT SHALL NOT BE LESS THAN ONE YEAR. • THIS WARRANTY DOES NOT PRECLUDE SPECIAL OR ADDITIONAL WARRANTY REQUIREMENTS FOR INDIVIDUAL COMPONENTS OR SYSTEMS SPECIFIED ELSEWHERE. • THIS WARRANTY SHALL BE IN ADDITION TO, AND NOT A LIMITATION OF, OTHER RIGHTS THE OWNER MAY HAVE AGAINST THE CONTRACTOR UNDER THE CONTRACT DOCUMENTS. WORK RESTRICTIONS: PROTECT BUILDING AND ITS OCCUPANTS DURING CONSTRUCTION PERIOD. LIMIT USE OF SITE TO AREAS DESIGNATED. PERFORM THE WORK DURING NORMAL BUSINESS HOURS ONLY UPON APPROVAL OF THE OWNER AND WITH THE CONSENT OF BUILDING MANAGEMENT. PERFORM DEMOLITION WORK AFTER BUSINESS HOURS OR AT SUCH TIMES AS APPROVED BY OWNER OR BUILDING MANAGER. DEMOLITION WORK INCLUDES, BUT IS NOT LIMITED TO, SPRINKLER WORK, CONCRETE SAW CUTTING, SPRAY PAINTING, HAMMERING, NAILING, AND SIMILAR WORK, WHICH MAY CAUSE NOISE, DUST, OR ODORS, THEREBY DISTURBING OCCUPANTS. KEEP PREMISES ORDERLY AND CLEAN. RELOCATE ANY STORED PRODUCTS THAT INTERFERE WITH OPERATIONS OF THE OWNER OR BUILDING MANAGER. TEMPORARY FACILITIES AND CONTROLS: THE USE OF THE OWNER'S EXISTING TOILET FACILITIES ARE PERMITTED AS LONG AS FACILITIES ARE CLEANED AND MAINTAINED IN A CONDITION ACCEPTABLE TO OWNER. AS AVAILABLE PROTECT FINISHES IN DELIVERY PATHS, INCLUDING LOBBY FLOORING MATERIALS, DOOR THRESHOLDS, HEADS AND JAMBS. PROVIDE AND MAINTAIN HEAVY DUTY REINFORCED PAPER TO PROTECT CARPET IN AREAS AFFECTED BY CONSTRUCTION, INCLUSIVE OF THE PATHWAY OUT OF THE BUILDING. CONTRACTOR IS RESPONSIBLE FOR PROTECTING DRAPERIES, SHADES AND OTHER WINDOW COVERINGS. IF WINDOW COVERINGS ARE HINDERING THE WORK, CONTRACTOR SHALL REMOVE AND STORE COVERINGS IN A DRY, CLEAN, SECURE LOCATION. WINDOW COVERINGS DISPLAYING DAMAGE OR SOIL DUE TO CONSTRUCTION ACTIVITIES WILL BE CLEANED AND REINSTALLED AT THE CONTRACTOR'S EXPENSE. RESTRICT USE OF NOISEMAKING TOOLS AND EQUIPMENT TO HOURS THAT WILL MINIMIZE COMPLAINTS FROM PERSONS OR FIRMS NEAR PROJECT SITE. COORDINATE OFF HOUR WORK WITH OWNER. FOR ANY WORK TO BE PERFORMED OTHER THAN REGULAR BUSINESS HOURS, COORDINATE WITH OWNER FOR SCHEDULING IN ADVANCE FOR ISSUANCE OF WRITTEN APPROVAL. ANY CONTRACTOR OR SUBCONTRACTOR WITHOUT SUCH APPROVAL WILL BE ASKED TO LEAVE THE PREMISES, WITH NO COMPENSATION FOR LOST TIME. ERECT AND MAINTAIN DUSTPROOF PARTITIONS AND TEMPORARY ENCLOSURES TO LIMIT DUST AND DIRT MIGRATION AND TO SEPARATE AREAS FROM FUMES AND NOISE. KEEP DOORS TO THE SPACE BEING WORKED ON CLOSED AT ALL TIMES. WHEN PAINTING OR STAINING, PROVIDE ADEQUATE VENTILATION USING FANS AND WINDOWS TO KEEP FUMES AND ODORS OUT OF TENANT SPACES. PROVIDE TYPE ABC DRY -CHEMICAL FIRE EXTINGUISHERS AND LOCATE WHERE CONVENIENT. PROVIDE NOT LESS THAN ONE EXTINGUISHER ON EACH FLOOR AND ONE IN FIELD OFFICE. REMOVE EACH TEMPORARY FACILITY WHEN NEED FOR ITS SERVICE HAS ENDED. REPAIR DAMAGED WORK, CLEAN EXPOSED SURFACES AND REPLACE CONSTRUCTION THAT CANNOT BE SATISFACTORILY REPAIRED THE CONTRACTOR AND SUBCONTRACTORS AND THEIR EMPLOYEES SHALL BE SUBJECT TO AND SHALL AT ALL TIMES CONFORM TO THE OWNER'S RULES AND REGULATIONS FOR THE PROTECTION OF THE FACILITY, MATERIALS, EQUIPMENT AND OWNER'S EMPLOYEES. IF REQUIRED BY THE OWNER, THE CONTRACTOR SHALL FURNISH TO EMPLOYEES OF THE CONTRACTOR AND SUBCONTRACTORS SPECIAL BADGES OR CARDS WHICH WILL IDENTIFY THEM AS EMPLOYEES AND ADMIT THEM TO SUCH PORTIONS OF THE PREMISES AS MAY BE DESIGNATED BY THE OWNER. SMOKING ON THE PREMISES WILL NOT BE PERMITTED. BUILDING ENTRY DOORS SHALL NOT BE PROPPED OPEN. CUTTING AND PATCHING: DO NOT CUT AND PATCH STRUCTURAL ELEMENTS. DO NOT CUT AND PATCH OPERATING ELEMENTS AND RELATED COMPONENTS IN A MANNER THAT RESULTS IN REDUCING THEIR CAPACITY TO PERFORM AS INTENDED. DO NOT CUT AND PATCH CONSTRUCTION IN A MANNER THAT RESULTS IN VISUAL EVIDENCE OF CUTTING AND PATCHING. • RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO RETAINED ADJOINING CONSTRUCTION IN A MANNER THAT WILL ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. SELECTIVE DEMOLITION: PROVIDE FOR THE DEMOLITION AND REMOVAL OF EXISTING INTERIOR ELEMENTS. • ALL DEMOLITION WORK SHALL BE IN ACCORDANCE WITH EPA AND LOCAL GOVERNMENTAL AUTHORITIES. • STOP WORK AND NOTIFY OWNER WHEN HAZARDOUS MATERIALS ARE ENCOUNTERED. OWNER WILL ARRANGE FOR HAZARDOUS MATERIAL ABATEMENT IF REQUIRED.. • EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED, SALVAGED, OR OTHERWISE INDICATED TO REMAIN THE OWNER'S PROPERTY, DEMOLISHED MATERIALS SHALL BECOME THE CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM THE SITE AND LEGALLY DISPOSED. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. DRAIN, PURGE, OR OTHERWISE REMOVE, COLLECT, AND DISPOSE OF CHEMICALS, GASES, EXPLOSIVES, ACIDS, FLAMMABLES, OR OTHER DANGEROUS MATERIALS BEFORE PROCEEDING WITH DEMOLITION OPERATIONS. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. REMOVAL OF ABANDONED HVAC DUCTWORK, MECHANICAL PIPING, PLUMBING LINES OR ELECTRICAL CONDUIT AND WIRING SHALL INCLUDE REMOVAL OF ABANDONED ITEMS BACK TO THE NEAREST ACTIVE JUNCTION, BRANCH OR CONNECTION, WHETHER THIS OCCURS WITHIN THE PROJECT SPACE OR NOT. COORDINATE THIS EFFORT WITH THE BUILDING REPRESENTATIVE AND WITH LOCAL GOVERNING REGULATIONS. CAP AT SUCH JUNCTION. PROMPTLY REPAIR DAMAGES TO ADJACENT FACILITIES CAUSED BY DEMOLITION OPERATIONS. QUALITY REQUIREMENTS — TESTING: BY GENERAL CONTRACTOR PRIOR TO COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL MEET WITH THE OWNER AND ARCHITECT TO REVIEW QUALITY CONTROL MEASURES FOR THE PROJECT AND ASSIGN RESPONSIBILITIES FOR TESTING AND INSPECTION SERVICES. • WHERE CONSTRUCTION DOCUMENTS INDICATE SPECIFIC CONTRACTOR PROVIDED TESTING OR INSPECTION REQUIREMENTS, THE COST FOR THESE SHALL BE A COMPONENT OF THE BASE BID. • ADDITIONAL SERVICES MAY BE DEEMED NECESSARY FOR TESTING OR INSPECTION SERVICES NOT PREVIOUSLY LISTED ON THE CONSTRUCTION DOCUMENTS. • COSTS FOR RETESTING AND REINSPECTING CONSTRUCTION THAT REPLACES OR IS NECESSITATED BY WORK THAT FAILED TO COMPLY WITH THE CONTRACT DOCUMENTS WILL BE CHARGED TO CONTRACTOR. • TESTS AND INSPECTIONS NOT EXPLICITLY ASSIGNED TO OWNER ARE CONTRACTOR'S RESPONSIBILITY. • UNLESS OTHERWISE INDICATED, PROVIDE QUALITY -CONTROL SERVICES SPECIFIED AND THOSE REQUIRED BY AUTHORITIES HAVING JURISDICTION. • PERFORM QUALITY -CONTROL SERVICES REQUIRED OF CONTRACTOR BY AUTHORITIES HAVING JURISDICTION, WHETHER SPECIFIED OR NOT. TESTING OR INSPECTION SERVICES DO NOT RELIEVE CONTRACTOR OF RESPONSIBILITY FOR COMPLIANCE WITH THE CONTRACT DOCUMENT REQUIREMENTS. ON COMPLETION OF TESTING, INSPECTING, SAMPLE TAKING, AND SIMILAR SERVICES, REPAIR DAMAGED CONSTRUCTION AND RESTORE SUBSTRATES AND FINISHES. • PROTECT CONSTRUCTION EXPOSED BY OR FOR QUALITY -CONTROL SERVICE ACTIVITIES. • REPAIR AND PROTECTION ARE CONTRACTOR'S RESPONSIBILITY, REGARDLESS OF THE ASSIGNMENT OF RESPONSIBILITY FOR QUALITY -CONTROL SERVICES. QUALITY REQUIREMENTS — QA PROGRAM: THE CONTRACTOR SHALL HAVE A QUALITY ASSURANCE PROGRAM WHOSE ACTIVITIES, ACTIONS, AND PROCEDURES PERFORMED BEFORE AND DURING EXECUTION OF THE WORK SHALL GUARD AGAINST DEFECTS AND DEFICIENCIES AND SUBSTANTIATE THAT PROPOSED CONSTRUCTION WILL COMPLY WITH PROJECT REQUIREMENTS, OWNER REQUESTS OR AUTHORITIES HAVING JURISDICTION. PRODUCT REQUIREMENTS: PROVIDE PRODUCTS THAT COMPLY WITH THE CONTRACT DOCUMENTS, THAT ARE UNDAMAGED, AND UNLESS OTHERWISE INDICATED, THAT ARE NEW AT TIME OF INSTALLATION. • PROVIDE PRODUCTS COMPLETE WITH ACCESSORIES, TRIM, FINISH, FASTENERS, AND OTHER ITEMS NEEDED FOR A COMPLETE INSTALLATION AND INDICATED USE AND EFFECT. • STANDARD PRODUCTS: UNLESS CUSTOM PRODUCTS OR NON-STANDARD OPTIONS ARE SPECIFIED, PROVIDE PRODUCTS OF BOTH QUALITY AND TYPE THAT HAVE BEEN USED SUCCESSFULLY IN SIMILAR SITUATIONS ON EQUAL QUALITY PROJECTS. • OWNER RESERVES THE RIGHT TO LIMIT SELECTION TO PRODUCTS WITH WARRANTIES NOT IN CONFLICT WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS. • WHERE PRODUCTS ARE ACCOMPANIED BY THE TERM "AS SELECTED," ARCHITECT WILL MAKE SELECTION. • WHERE PRODUCTS ARE ACCOMPANIED BY THE TERM "MATCH SAMPLE," SAMPLE TO BE MATCHED IS ARCHITECT'S. • DESCRIPTIVE, PERFORMANCE, AND REFERENCE STANDARD REQUIREMENTS IN THE SPECIFICATIONS ESTABLISH "SALIENT CHARACTERISTICS" OF PRODUCTS. SUBSTITUTIONS: SUBSTITUTIONS WILL ONLY BE CONSIDERED UNDER ONE OF THE FOLLOWING CONDITIONS: • THAT THE SPECIFIED PRODUCT IS NOT AVAILABLE DUE TO LOCKOUT, STRIKE, BANKRUPTCY, PRODUCT DISCONTINUANCE, ACTS OF GOD, AND THAT THE PROPOSED PRODUCT WILL MATCH OR EXCEED THE QUALITY OF THE SPECIFIED PRODUCT WHILE EITHER PROVIDING THE OWNER WITH A COST SAVINGS OR EXPEDITING THE WORK. • WHEN A WARRANTY OF PERFORMANCE IS SPECIFIED AND, IN THE JUDGMENT OF THE CONTRACTOR, THE SPECIFIED PRODUCT WILL NOT PROVIDE THE DESIRED PERFORMANCE. EXECUTION: FIELD MEASUREMENTS: TAKE FIELD MEASUREMENTS AS REQUIRED TO FIT THE WORK PROPERLY. RECHECK MEASUREMENTS BEFORE INSTALLING EACH PRODUCT. WHERE PORTIONS OF THE WORK ARE INDICATED TO FIT TO OTHER CONSTRUCTION, VERIFY DIMENSIONS OF OTHER CONSTRUCTION BY FIELD MEASUREMENTS BEFORE FABRICATION. SPACE REQUIREMENTS: VERIFY SPACE REQUIREMENTS AND DIMENSIONS OF ITEMS SHOWN DIAGRAMMATICALLY ON DRAWINGS. CONSTRUCTION LAYOUT: DURING THE PROGRESS OF THE WORK ESTABLISH BENCH MARKS, REFERENCE LINES AND REFERENCE POINTS AND LEVELS AT EACH FLOOR AND AS OTHERWISE NECESSARY FOR THE GUIDANCE AND INFORMATION OF EACH TRADE AND FOR THE FIELD VERIFICATION OF SPECIFIED CONSTRUCTION TOLERANCES. CALCULATE AND MEASURE REQUIRED DIMENSIONS WITHIN INDICATED OR RECOGNIZED TOLERANCES. • LOCATE THE WORK AND COMPONENTS OF THE WORK ACCURATELY, IN CORRECT ALIGNMENT AND ELEVATION, AS INDICATED. • MAKE VERTICAL WORK PLUMB AND MAKE HORIZONTAL WORK LEVEL. • CONCEAL PIPES, DUCTS, AND WIRING IN FINISHED AREAS, UNLESS OTHERWISE INDICATED. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLING PRODUCTS IN APPLICATIONS INDICATED. ANCHORS AND FASTENERS: PROVIDE ANCHORS AND FASTENERS AS REQUIRED TO ANCHOR EACH COMPONENT SECURELY IN PLACE, ACCURATELY LOCATED AND ALIGNED WITH OTHER PORTIONSF THE WORK. O • WHERE MOUNTING HEIGHTS ARE NOT INDICATED, MOUNT COMPONENTS AT HEIGHTS DIRECTED BY ARCHITECT. START AND TEST EQUIPMENT AND OPERATING COMPONENTS TO CONFIRM PROPER OPERATION. REMOVE MALFUNCTIONING UNITS, REPLACE WITH NEW UNITS, AND RETEST. ADJUST OPERATING COMPONENTS FOR PROPER OPERATION WITHOUT BINDING. ADJUST EQUIPMENT FOR PROPER OPERATION. TEST EACH PIECE OF EQUIPMENT TO VERIFY PROPER OPERATION. TEST AND ADJUST CONTROLS AND SAFETIES. REPLACE DAMAGED AND MALFUNCTIONING CONTROLS AND EQUIPMENT. PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS THAT ENSURE INSTALLED WORK IS WITHOUT DAMAGE OR DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION. • COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR TEMPERATURE AND RELATIVE HUMIDITY. REPAIR OR REMOVE AND REPLACE DEFECTIVE CONSTRUCTION. RESTORE DAMAGED SUBSTRATES AND FINISHES. REMOVE AND REPLACE DAMAGED SURFACES THAT ARE EXPOSED TO VIEW IF SURFACES CANNOT BE REPAIRED WITHOUT VISIBLE EVIDENCE OF REPAIR. REPAIR COMPONENTS THAT DO NOT OPERATE PROPERLY. REMOVE AND REPLACE OPERATING COMPONENTS THAT CANNOT BE REPAIRED. CLOSEOUT PROCEDURES — CLEANING: PROVIDE FINAL CLEANING. CONDUCT CLEANING AND WASTE -REMOVAL OPERATIONS TO COMPLY WITH LOCAL LAWS AND ORDINANCES AND FEDERAL AND LOCAL ENVIRONMENTAL AND ANTIPOLLUTION REGULATIONS. CLEAN EACH SURFACE OR UNIT TO CONDITION EXPECTED IN AN AVERAGE COMMERCIAL BUILDING CLEANING AND MAINTENANCE PROGRAM. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. CLEAN AND RE -LAMP ALL NEW LIGHT FIXTURES, LAMPS, GLOBES, AND REFLECTORS WHEN THESE FIXTURES WERE USED AS A LIGHT SOURCE DURING THE CONSTRUCTION. FOR EXISTING LIGHT FIXTURES, REPLACE BURNED -OUT BULBS, AND THOSE NOTICEABLY DIMMED BY HOURS OF USE. LEAVE PROJECT CLEAN AND READY FOR OCCUPANCY. CLOSEOUT PROCEDURES — RECORD DOCUMENTS: CONTRACTOR SHALL MAINTAIN AT JOBSITE ONE RECORD COPY OF THE DRAWINGS, SPECIFICATIONS, CHANGE ORDERS AND ADDENDA OR OTHER MODIFICATIONS TO THE PROJECT. CONTRACTOR SHALL MARK-UP AND KEEP CURRENT TO RECORD CHANGES MADE DURING CONSTRUCTION. • SUBMIT TO ARCHITECT ALL RECORD DOCUMENTS AT THE END OF CONSTRUCTION. • SUBMIT TO ARCHITECT ONE COPY OF ALL "APPROVED" SHOP DRAWINGS, PRODUCT DATA SHEETS AND SAMPLES. CLOSEOUT PROCEDURES — TRAINING: ENGAGE A QUALIFIED FACILITATOR TO PREPARE INSTRUCTION PROGRAM AND TRAINING MODULES, TO COORDINATE INSTRUCTORS, AND TO COORDINATE BETWEEN CONTRACTOR AND OWNER FOR NUMBER OF PARTICIPANTS, INSTRUCTION TIMES, AND LOCATION. ENGAGE QUALIFIED INSTRUCTORS TO INSTRUCT OWNER'S PERSONNEL TO ADJUST, OPERATE, AND MAINTAIN SYSTEMS, SUBSYSTEMS, AND EQUIPMENT NOT PART OF A SYSTEM. CLOSEOUT PROCEDURES — OPERATION AND MAINTENANCE MANUALS: ASSEMBLE A COMPLETE SET OF OPERATION AND MAINTENANCE DATA INDICATING THE OPERATION AND MAINTENANCE OF EACH SYSTEM, SUBSYSTEM, AND PIECE OF EQUIPMENT NOT PART OF A SYSTEM. ORGANIZE OPERATION AND MAINTENANCE MANUALS INTO SUITABLE SETS OF MANAGEABLE SIZE. BIND AND INDEX DATA IN HEAVY-DUTY, 3 -RING, VINYL -COVERED, LOOSE-LEAF BINDERS, IN THICKNESS NECESSARY TO ACCOMMODATE CONTENTS, WITH POCKET INSIDE THE COVERS TO RECEIVE FOLDED OVERSIZED SHEETS. IDENTIFY EACH BINDER ON FRONT AND SPINE WITH THE PRINTED TITLE "OPERATION AND MAINTENANCE MANUAL," PROJECT NAME, AND SUBJECT MATTER OF CONTENTS. ARCHITECTURAL SPECIFICATIONS 035416 - CEMENT -BASED UNDERLAYMENT: CEMENT BINDER: ASTM C 150, PORTLAND CEMENT, OR HYDRAULIC OR BLENDED HYDRAULIC CEMENT AS DEFINED BY ASTM C 219. COMPRESSIVE STRENGTH: NOT LESS THAN 5500 PSI AT 28 DAYS WHEN TESTED ACCORDING TO ASTM C 109/C 109M. SELF -LEVELING PRODUCTS: • ARDEX, INC.; K-15 SELF -LEVELING UNDERLAYMENT CONCRETE. • MAPEI CORPORATION; ULTRA/PLAN MB. TROWELABLE PRODUCTS: • ARDEX, INC.; SD -F FEATHER FINISH. • L&M CONSTRUCTION CHEMICALS, INC.; DURATHIN. ACCESSORY MATERIALS: PROVIDE PRIMERS, AGGREGATES, ADDITIVES AND REINFORCEMENTS RECOMMENDED BY MANUFACTURER FOR SUBSTRATE, THICKNESS, AND CONDITIONS INDICATED. INSTALLATION: • PROVIDE CLEAN, DRY, NEUTRAL -PH SUBSTRATE FOR UNDERLAYMENT APPLICATION. • VERIFY COMPATIBILITY OF UNDERLAYMENT, SURFACE SEALERS; FINISH FLOORING PRODUCTS, AND ADHESIVES. • TREAT SUBSTRATE CRACKS TO PREVENT TELEGRAPHING. • MECHANICALLY PREPARE SLAB AREAS TO RECEIVE UNDERLAYMENT. SURFACE OF SLAB TO MEET ICRI CSP -3 SURFACE PROFILE BEFORE INSTALLATION OF UNDERLAYMENT. • APPLY IN REQUIRED THICKNESSES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. • FEATHER EDGES TO MATCH ADJACENT FLOOR ELEVATIONS. SLOPE OF FEATHERING SHALL NOT EXCEED 1:100. 05400 - COLD FORMED METAL FRAMING: • STANDARDS: AISI, SPECIFICATION FOR DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS. • FABRICATION TOLERANCES 1/8" IN 10' • ERECTION TOLERANCES: 1/16" • MANUFACTURERS - COLD FORMED METAL FRAMING (OR APPROVED EQUAL) 1. UNITED STATES GYPSUM CO. 2. DIETRICH INDUSTRIES, INC. 3. SUPERIOR STEEL STUDS, INC. • COLD FORMED METAL FRAMING MATERIALS: 1. STUD TYPE: LOAD BEARING PUNCHED CHANNEL STUDS. 2. STUD TYPE: C SHAPED LOAD BEARING STEEL STUDS 3. UNIT 16 GAGE AND HEAVIER: ASTM A 653, YIELD POINT 50,000 PSI 4. UNITS 18 GAGE AND LIGHTER: ASTM A 653, YIELD POINT 33,000 PSI 5. FINISH: GALVANIZED, ASTM A 653, G60 06100 - GENERAL CARPENTRY LUMBER STANDARDS: COMPLY WITH DOC PS 20, "AMERICAN SOFTWOOD LUMBER STANDARD," AND WITH APPLICABLE GRADING RULES OF INSPECTION AGENCIES CERTIFIED BY AMERICAN LUMBER STANDARDS COMMITTEE'S (ALSC) BOARD OF REVIEW. GRADE STAMPS: PROVIDE LUMBER WITH GRADE STAMP OF INSPECTION AGENCY. PROVIDE DRESSED LUMBER, S4S, 19 PERCENT MOISTURE CONTENT. FIRE -RETARDANT -TREATED WOOD: COMPLY WITH APPLICABLE REQUIREMENTS OF AWPA C20 (LUMBER) AND AWPA C27 (PLYWOOD). IDENTIFY FIRE -RETARDANT -TREATED WOOD WITH APPROPRIATE CLASSIFICATION MARKING OF TESTING AND INSPECTING AGENCY. PROVIDE TREATMENT "TYPE A" FOR INTERIOR PROTECTED WOOD. • ALL CONCEALED WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED PROVIDE DIMENSION LUMBER OF GRADES INDICATED ACCORDING TO THE ALSC NATIONAL GRADING RULE (NGR) PROVISIONS OF THE INSPECTION AGENCY INDICATED; MINIMUM GRADE 2 OR BETTER. MISCELLANEOUS EXPOSED PLYWOOD: A -D INTERIOR. PLYWOOD BACKING PANELS: FOR MOUNTING ELECTRICAL OR TELEPHONE EQUIPMENT, PROVIDE FIRE -RETARDANT -TREATED PLYWOOD PANELS WITH GRADE, C -D PLUGGED EXPOSURE 1, NOT LESS THAN 15/32 INCH THICK. FASTENERS: NAILS, WIRE, BRADS, AND STAPLES: FS FF -N-105; POWER -DRIVEN FASTENERS: CABO NER-272; WOOD SCREWS: ASME B18.6.1.; LAG BOLTS: ASME B18.2.1.; BOLTS: STEEL BOLTS COMPLYING WITH ASTM A 307, GRADE A; WITH ASTM A 563 HEX NUTS AND, WHERE APPLICABLE, FLAT WASHERS. ADHESIVE: FORMULATION COMPLYING WITH APA AFG-01 THAT IS APPROVED FOR USE WITH TYPE OF CONSTRUCTION BEING ADHERED. COMPLY WITH VOC LIMITATIONS AS FOLLOWS: • LOCAL OR STATE REQUIREMENTS • LEED LIMITATIONS 06402 - MILLWORK: SOURCE LIMITATIONS: ENGAGE A QUALIFIED WOODWORKING FIRM TO ASSUME UNDIVIDED RESPONSIBILITY FOR PRODUCTION AND OVERSIGHT OF INSTALLATION OF INTERIOR ARCHITECTURAL WOODWORK. QUALITY STANDARD: UNLESS OTHERWISE INDICATED, COMPLY WITH AWI's "AWS (ARCHITECTURAL WOODWORK STANDARDS)", FIRST EDITION, 2009, INCLUDING ALL PUBLISHED ERRATA CURRENT AT THE TIME OF THE PROJECT. FOR GRADES OF INTERIOR ARCHITECTURAL WOODWORK, CONSTRUCTION, FINISHES, AND OTHER REQUIREMENTS. PROVIDE AWI QUALITY CERTIFICATION PROGRAM CERTIFICATE INDICATING THAT WOODWORK COMPLIES WITH REQUIREMENTS OF GRADES SPECIFIED. AWS STANDARD: PREMIUM GRADE FOR ALL MILLWORK. HARDWARE STANDARD: COMPLY WITH BHMA A156.9 FOR ITEMS INDICATED BY REFERENCING BHMA NUMBERS OR ITEMS REFERENCED TO THIS STANDARD. • UNLESS NOTED OTHERWISE, ALL DOOR HINGES SHALL BE 170 -DEGREE OPENING COORDINATION WITH OTHER SECTIONS: WHERE WOOD DOORS ARE SCHEDULED OR OTHERWISE INDICATED ON DRAWINGS TO RECEIVE VENEERS OR FINISHES TO MATCH MILLWORK, THEN WORK OF THIS SECTION INCLUDES PROVIDING AND LAYING UP SUCH VENEERS, AND APPLYING SHOP FINISHES TO SUCH DOORS. FIRE RETARDANT RATED PRODUCTS: MILLWORK USED AS WALL FINISH OR CEILING FINISH SHALL HAVE ASTM E84 FLAME SPREAD<25, SMOKE DEVELOPED <200. HARDBOARD: AHA A135.4. MEDIUM -DENSITY FIBERBOARD: ANSI A208.2, GRADE MD -EXTERIOR GLUE. PARTICLEBOARD: ANSI A208.1, GRADE M -2 -EXTERIOR GLUE. SOFTWOOD PLYWOOD: DOC PS 1, MEDIUM DENSITY OVERLAY. HARDWOOD PLYWOOD AND FACE VENEERS: HPVA HP -1. HIGH-PRESSURE DECORATIVE LAMINATE: NEMA LD 3, GRADES AS REQUIRED BY WOODWORK QUALITY STANDARD. WORKMANSHIP: IN ADDITION TO THE REQUIREMENTS OF THE AWI ALL ARCHITECTURAL WOODWORK SHALL CONFORM TO THE GENERALLY ACCEPTED DEFINITIONS OF GOOD WORKMANSHIP INCLUDING: • THE WORK SHALL BE FABRICATED AND INSTALLED SQUARE, LEVEL, PLUMB, STRAIGHT, AND TO THE REQUIRED LINES AND LEVELS. • THE WORK SHALL BE SCRIBED TIGHT TO ADJOINING SURFACES • EXPOSED JOINTS SHALL BE EXECUTED RIGID, TIGHT, AND FLUSH WITH NO TOOL, MACHINE, OR CROSS -SANDING MARKS. • HARDWARE SHALL BE INSTALLED TO THE MANUFACTURER'S INSTRUCTIONS AND PROPERLY FITTED AND ADJUSTED TO ENSURE CORRECT OPERATION. • DRAWERS SHALL BE FABRICATED TO SPECIFIED STANDARDS, BE PROPERLY FITTED AND OPERATE SMOOTHLY AND EASILY. • ARRISES SHALL BE STRAIGHT, CLEAN, SQUARE AND LIGHTLY "STRUCK" WITH SANDPAPER. • WOOD AND/OR WOOD VENEER SURFACES AND EDGES SHALL BE SMOOTHLY SANDED AND FREE OF BLEMISHES OR DEFECTS SUCH AS TOOL OR MACHINE MARKS, SANDING MARKS, SURPLUS GLUE, RAISED GRAIN, DE -LAMINATION OR WATER MARKS. • MOULDINGS SHALL BE CLEANLY RUN, SMOOTHLY SANDED, FREE OF MACHINE MARKS AND SHARPLY DEFINED DETAIL. • FASTENINGS SHALL BE CONCEALED WHEREVER POSSIBLE. FACE NAILS AND TRIM SCREWS (WHERE PERMITTED) SHALL BE AS FEW AND AS SMALL AS PRACTICABLE, NEATLY COUNTERSUNK, AND FITTED WITH WAX STICK OR BURN -IN TECHNIQUES. • FACE VENEERS SHALL BE TIGHTLY JOINED AND PROPERLY MATCHED AS SPECIFIED AND SHALL BE SIMILAR IN GRAIN PATTERN AND COLOR THROUGHOUT ANY GIVEN AREA EVEN WHERE SEQUENCE OR "BLUE -PRINT" MATCHING IS NOT REQUIRED. NATURAL CHARACTERISTICS IN WOOD AND VENEER SHALL BE ACCEPTED AND CELEBRATED. • PLASTIC LAMINATE SHALL BE APPLIED TO TOPS, EDGES, AND OTHER SURFACES AS SPECIFIED STRICTLY IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS. ALL JOINTS SHALL BE TIGHT AND FLUSH; INNER CORNERS OF CUT OUTS LIGHTLY RADIUSED, AND EDGES BEVELED AND SMOOTHLY FILED OR SANDED WITH NO CHIPPING OR WEARING THROUGH OF SURFACE FINISH. • THE FACTORY FINISH SHALL BE SMOOTH, FULLY COATED AND FREE OF SAGS, RUNS, ORANGE PEEL, AND OVERSPRAY. 09500 - ACOUSTICAL INSULATION UNFACED, MINERAL -WOOL BLANKET INSULATION: ASTM C 665, TYPE I (BLANKETS WITHOUT MEMBRANE FACING); CONSISTING OF FIBERS; WITH MAXIMUM FLAME -SPREAD AND SMOKEDEVELOPED INDEXES OF 25 AND 50, RESPECTIVELY, PER ASTM E 84; PASSING ASTM E 136 FOR COMBUSTION CHARACTERISTICS. 07900 - SEALANTS ELASTOMERIC SEALANTS: COMPLY WITH ASTM C 920. CONFIRM FOR CLASSIFICATIONS FOR TYPE, GRADE, CLASS, AND USES RELATED TO EXPOSURE AND JOINT SUBSTRATES. PROVIDE PRODUCTS THAT HAVE UNDERGONE TESTING ACCORDING TO ASTM C 1248 AND HAVE NOT STAINED POROUS JOINT SUBSTRATES INDICATED FOR PROJECT. CLEAR OR WHITE MILDEW RESISTANT SEALANT: INTERIOR JOINTS IN WET AREAS SHALL BE SEALED WITH DOW CORNING 786, GE SILICONES; SCS1700 OR TREMCO; TREMSIL 200. TINTED INTERIOR SEALS WITHIN WET AREAS SHALL BE A MILDEW RESISTANT POLYETHER WITH TINT ADDITIVE; SONNEBORN SONNELASTIC 150. TRAFFIC BEARING JOINTS SHALL BE SEALED WITH A TWO COMPONENT POLYURETHANE, AS RECOMMENDED BY SEALANT MANUFACTURER AND SPECIFICALLY APPLICABLE TO THIS PROJECT. INTERIOR NON -TRAFFIC JOINTS SHALL BE SEALED WITH A PAINTABLE LATEX SEALANT: COMPLY WITH ASTM C 834, TYPE P, GRADE NF. ACOUSTICAL JOINT SEALANTS: MANUFACTURER'S STANDARD NONSAG, PAINTABLE, NONSTAINING LATEX SEALANT COMPLYING WITH ASTM C 834. SEALANT PRECONSTRUCTION COMPATIBILITY AND ADHESION TESTING: SUBMIT TO JOINTSEALANT MANUFACTURERS, FOR TESTING INDICATED BELOW, SAMPLES OF MATERIALS THAT WILL CONTACT OR AFFECT JOINT SEALANTS. ASTM C 1087 OR MANUFACTURER'S STANDARD TEST METHOD. JOBSITE TESTING: TEST JOINT SEALANTS ACCORDING TO METHOD A, FIELD -APPLIED SEALANT JOINT HAND PULL TAB, IN APPENDIX X1 IN ASTM C 1193. JOINT -SEALANT BACKING: PROVIDE SEALANT BACKINGS OF MATERIAL AND TYPE THAT ARE NONSTAINING; NON-OUTGASING AND ARE COMPATIBLE WITH JOINT SUBSTRATES, SEALANTS, PRIMERS, AND OTHER JOINT FILLERS; AND ARE APPROVED FOR APPLICATIONS INDICATED BY SEALANT MANUFACTURER BASED ON FIELD EXPERIENCE AND LABORATORY TESTING; ASTM C 1330: BOND -BREAKER TAPE: POLYETHYLENE TAPE OR OTHER PLASTIC TAPE RECOMMENDED BY SEALANT MANUFACTURER. INSTALLATION OF JOINT SEALANTS: COMPLY WITH JOINT -SEALANT MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS FOR PRODUCTS AND APPLICATIONS INDICATED, AND WITH THE RECOMMENDATIONS IN ASTM C 1193 FOR USE OF JOINT SEALANTS AS APPLICABLE TO MATERIALS, APPLICATIONS, AND CONDITIONS INDICATED. ACOUSTICAL SEALANT APPLICATION STANDARD: COMPLY WITH RECOMMENDATIONS IN ASTM C 919 FOR USE OF JOINT SEALANTS IN ACOUSTICAL APPLICATIONS AS APPLICABLE TO MATERIALS, APPLICATIONS, AND CONDITIONS INDICATED. '.:..i. SE P IS1 0 REVIEWED FOR CODE COMPLIANCE APPROVED AUGS1ZQ11 City of Tukwila BUILDING DIVISIO RECEIVED CITY OF TUKWILA AUG 1 1 201? PERMIT CENTER CNJ z17: W • h. VJ� I-^ J U U) W <( W ZF-OW Z _ 0 J 0U Ct M 0 Z UCOO Lt. 1"""" W � W 11565 REGISTERED ARCHITECT PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGH" REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED B ERIC NIELSEN ARCHITECT cc a a TRAMPOLINE V♦ 3 0 CC -;•z J U TUKWILA, WA 98188 PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS # DATE WATUK 30" X 42" SHEET SHEET CONTENTS: SPECS G103 DIVISION 8 DOORS, FRAMES AND HARDWARE TO MATCH EXISTING: PROVIDE DOORS, FRAMES AND HARDWARE TO MATCH THE "BUILDING STANDARD" WHERE SHOWN OR NOTED OR AS APPLICABLE. NEW DOORS TO MATCH BUILDING STANDARD SHALL BE OF SAME MATERIAL QUALITY, DURABILITY AND WHERE APPLICABLE, FINISH. PROVIDE TENANT DOORS, FRAMES AND HARDWARE PER THE DRAWINGS. 08100 - HOLLOW METAL STEEL DOORS AND FRAMES STEEL DOOR STANDARD: ANSI A 250.8 LEVEL 2 AND PHYSICAL PERFORMANCE ANSI A250.4 LEVEL B (HEAVY DUTY), MODEL SEAMLESS.18 GAUGE (0.042") FACE SHEETS. FIRE -RATED DOOR ASSEMBLIES: COMPLY WITH NFPA 80; TESTING TO NFPA 252. TOLERANCES: COMPLY WITH SDI 117, "MANUFACTURING TOLERANCES FOR STANDARD STEEL DOORS AND FRAMES." FINISH: MANUFACTURER'S STANDARD, FACTORY -APPLIED RUST -INHIBITING PRIMER COMPLYING WITH ANSI A250.10; TWO COATS OF FIELD APPLIED FINISH PAINT. STEEL FRAME STANDARD: PROVIDE STEEL FRAMES FOR DOORS, TRANSOMS, SIDELIGHTS, BORROWED LIGHTS, AND OTHER OPENINGS THAT COMPLY WITH ANSI A250.8 AND WITH DETAILS INDICATED FOR TYPE AND PROFILE. CONCEAL FASTENINGS, UNLESS OTHERWISE INDICATED; 16 GAUGE - 0.053 -INCH- THICK STEEL SHEET FOR ALL INTERIOR STEEL OR WOOD DOORS. WELDED FRAMES: FABRICATE WELDED FRAMES WITH MITERED OR COPED AND CONTINUOUSLY WELDED CORNERS AND SEAMLESS FACE JOINTS THAT ARE IN TRUE ALIGNMENT. DRESS WELDED JOINTS ON EXPOSED SURFACES SMOOTH SO THAT WELDS ARE INVISIBLE AFTER PAINTING. PROVIDE TEMPORARY SPREADER BARS. COMPLY WITH ANSI A250.8 / SDI 122 AND ANSI/DHI A115.1G, AND WITH THE MANUFACTURERS RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. INSTALL FRAMES IN LOCATIONS SHOWN ON THE DRAWINGS, IN PERFECT ALIGNMENT AND ELEVATION, PLUMB, LEVEL, STRAIGHT AND TRUE, AND FREE OF RACK. APPLY HARDWARE IN ACCORDANCE WITH HARDWARE MANUFACTURER'S INSTRUCTIONS. LEAVE WORK IN COMPLETE AND PROPER OPERATING CONDITION INSTALLATION OF FIRE -RATED DOORS: INSTALL WITHIN CLEARANCES SPECIFIED IN NFPA 80. INSTALLATION OF SMOKE -CONTROL DOORS: INSTALL TO COMPLY WITH NFPA 105. 08700 - DOOR HARDWARE: SUPPLIER QUALIFICATIONS: DOOR HARDWARE SUPPLIER WITH WAREHOUSING FACILITIES IN PROJECT'S VICINITY AND WHO IS OR EMPLOYS A QUALIFIED ARCHITECTURAL HARDWARE CONSULTANT, AVAILABLE DURING THE COURSE OF THE WORK TO CONSULT WITH CONTRACTOR, ARCHITECT, AND OWNER ABOUT DOOR HARDWARE AND KEYING. REGULATORY REQUIREMENTS: COMPLY WITH PROVISIONS OF THE FOLLOWING: • AMERICANS WITH DISABILITIES ACT (ADA), "ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG),". • LOCAL OR MUNICIPAL BUILDING CODE. • ANSI A117.1, 2003. COMPLY WITH THE FOLLOWING FOR MEANS OF EGRESS DOORS: HARDWARE: NFPA 70, • ELECTRIFIED DOOR ARTICLE 100. • FIRE -RATED DOOR ASSEMBLIES: NFPA 80 • NFPA 101: COMPLY WITH NFPA 101 FOR MEANS OF EGRESS DOORS: HARDWARE STANDARDS: ALL ITEMS ARE GRADE 1: BASE METAL SHALL BE STAINLESS STEEL. HINGES • BUTTS AND HINGES: BHMA A156.1. • TEMPLATE HINGE DIMENSIONS: BHMAA156.7. • SELF-CLOSING HINGES AND PIVOTS: BHMA A156.17. • PIVOTS: BHMA A156.4. LOCKS • BORED LOCKS AND LATCHES: BHMAA156.2. • MORTISE LOCKS AND LATCHES: BHMAA156.13. • AUXILIARY LOCKS: BHMA A156.5. • PUSH-BUTTON COMBINATION LOCKS: BHMA A156.2. • ELECTROMAGNETIC LOCKS: BHMAA156.23. • DELAYED -EGRESS LOCKS: BHMAA156.24. • EXIT LOCKS: BHMAA156.5. LOCK TRIM: AS SCHEDULED, OR, WHERE INDICATED, MATCH BUILDING STANDARD. ELECTROMAGNETIC LOCKS: ELECTRICALLY POWERED FACE LOCKS OF STRENGTH AND CONFIGURATION INDICATED; WITH ELECTROMAGNET ATTACHED TO FRAME AND STRIKE PLATE ATTACHED TO DOOR. STRENGTH RANKING: 1500 LBF: BHMA A156.23. INDUCTIVE KICKBACK: NOT MORE THAN [53-V] [0-V] PEAK VOLTAGE, AS TESTED ACCORDING TO BHMA A156.23. MAGNETIC SHEAR LOCKS NOT PERMITTED. ELECTROMECHANICAL LOCKS: MOTOR -OPERATED LOCKS OF TYPES AND GRADES INDICATED: BHMA GRADE: 1. DOOR BOLTS • SURFACE BOLTS: BHMAA156.16. • AUTOMATIC AND SELF -LATCHING FLUSH BOLTS: BHMA A156.3. • MANUAL FLUSH BOLTS: BHMAA156.16. EXIT DEVICES : • EXIT DEVICE STANDARD: BHMA A156.3. • CERTIFIED PRODUCTS: PROVIDE EXIT DEVICES LISTED IN BHMA'S «DIRECTORY OF CERTIFIED EXIT DEVICES.» • FIRE EXIT DEVICES: COMPLYING WITH NFPA 80 THAT ARE LISTED AND LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, FOR FIRE AND PANIC PROTECTION, BASED ON TESTING ACCORDING TO UL 305 AND NFPA 252. CYLINDERS: BHMA A156.5. CORE TYPE, NUMBER OF PINS, KEYS, KEYING SYSTEM: MATCH BUILDING STANDARD KEYS: PROVIDE 5 NICKEL -SILVER KEYS PER LOCKSET COMPLYING WITH THE BUILDING STANDARD. STRIKES: • STRIKES FOR BORED LOCKS AND LATCHES: BHMA A156.2. • STRIKES FOR MORTISE LOCKS AND LATCHES: BHMA A156.13. • STRIKES FOR INTERCONNECTED LOCKS AND LATCHES: BHMA A156.12. • STRIKES FOR AUXILIARY DEADLOCKS: BHMA A156.5. • DUSTPROOF STRIKES: BHMAA156.16. • ELECTRIC STRIKES: BHMA A156.5. PROTECTIVE TRIM UNITS: BHMA A156.6. OPERATING TRIM: BHMAA156.6. ACCESSORIES FOR PAIRS OF DOORS: • COORDINATORS: BHMAA156.3. • REMOVABLE MULLIONS: BHMA A156.3. CLOSERS: • CLOSERS: BHMAA156.4. • CLOSER HOLDER RELEASE DEVICES: BHMAA156.15. STOPS AND HOLDERS • STOPS AND BUMPERS: BHMA A156.16. • MECHANICAL DOOR HOLDERS: BHMAA156.16. • ELECTROMAGNETIC DOOR HOLDERS: BHMAA156.15. • COMBINATION OVERHEAD HOLDERS AND STOPS: BHMA A156.8. DOOR SILENCERS: BHMA A156.16. DOOR GASKETING: BHMAA156.22. • PROVIDE CONTINUOUS WEATHER-STRIP GASKETING ON EXTERIOR DOORS AND PROVIDE SMOKE, LIGHT, OR SOUND GASKETING ON INTERIOR DOORS WHERE INDICATED OR SCHEDULED. PROVIDE NONCORROSIVE FASTENERS FOR EXTERIOR APPLICATIONS AND ELSEWHERE AS INDICATED. THRESHOLDS: BHMAA156.21. MISCELLANEOUS DOOR HARDWARE: BHMAA156.16. EXIT ALARMS: BHMAA156.5. SLIDING DOOR TRACKS & ACCESSORY HARDWARE: AS SCHEDULED. FASTENERS: PROVIDE DOOR HARDWARE MANUFACTURED TO COMPLY WITH PUBLISHED TEMPLATES GENERALLY PREPARED FOR MACHINE, WOOD, AND SHEET METAL SCREWS. PROVIDE SCREWS ACCORDING TO COMMERCIALLY RECOGNIZED INDUSTRY STANDARDS FOR APPLICATION INTENDED. PROVIDE PHILLIPS FLAT -HEAD SCREWS WITH FINISHED HEADS TO MATCH SURFACE OF DOOR HARDWARE, UNLESS OTHERWISE INDICATED. FINISHES: BHMAA156.18. PREPARATION • STEEL DOORS AND FRAMES: COMPLY WITH DHI A115 SERIES. • SURFACE -APPLIED DOOR HARDWARE: DRILL AND TAP DOORS AND FRAMES ACCORDING TO SDI 107. • WOOD DOORS: COMPLY WITH DHI A115 -W SERIES. MOUNTING HEIGHTS: • STANDARD STEEL DOORS AND FRAMES: DHI'S «RECOMMENDED LOCATIONS FOR ARCHITECTURAL HARDWARE FOR STANDARD STEEL DOORS AND FRAMES.» • CUSTOM STEEL DOORS AND FRAMES: DHI'S «RECOMMENDED LOCATIONS FOR BUILDERS' HARDWARE FOR CUSTOM STEEL DOORS AND FRAMES.» • WOOD DOORS: DHI WDHS.3, «RECOMMENDED LOCATIONS FOR ARCHITECTURAL HARDWARE FOR WOOD FLUSH DOORS.» INSTALL EACH DOOR HARDWARE ITEM TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. WHERE CUTTING AND FITTING ARE REQUIRED TO INSTALL DOOR HARDWARE ONTO OR INTO SURFACES THAT ARE LATER TO BE PAINTED OR FINISHED IN ANOTHER WAY, COORDINATE REMOVAL, STORAGE, AND REINSTALLATION OF SURFACE PROTECTIVE TRIM UNITS WITH FINISHING WORK SPECIFIED IN DIVISION 9 SECTIONS. DO NOT INSTALL SURFACE - MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON SUBSTRATES INVOLVED. ADJUSTING: ADJUST AND CHECK EACH OPERATING ITEM OF DOOR HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. CONSULT WITH AND INSTRUCT OWNER'S PERSONNEL ON RECOMMENDED MAINTENANCE PROCEDURES. 08800 - GLASS: ANNEALED FLOAT GLASS: ASTM C 1036, TYPE I (TRANSPARENT FLAT GLASS), QUALITY -Q3; OF CLASS INDICATED. CLEAR HEAT STRENGTHENED GLASS: ASTM C 1048, KIND FT, CONDITION A, TYPE I, CLASS 1, QUALITY Q3; FOR EDGES EXPOSED TO VIEW, SEAM BEFORE HEAT TREATMENT. LAMINATED GLASS: ASTM C 1172. SAFETY GLASS: CATEGORY II MATERIALS COMPLYING WITH TESTING REQUIREMENTS IN 16 CFR 1201 AND ANSI Z97.1. INSTALLATION AND GUIDELINES: LATEST EDITIONS OF GANA PUBLICATIONS: • "LAMINATED GLASS DESIGN GUIDE" • "GLAZING MANUAL." • "SEALANT MANUAL" • "ENGINEERING STANDARDS MANUAL" • "FULLY TEMPERED HEAVY GLASS DOOR AND ENTRANCE SYSTEMS DESIGN GUIDE " INSTALLATION PER MANUFACTURER'S WRITTEN INSTRUCTIONS AND GANA PUBLICATIONS ABOVE. 09250 - WALLBOARD ASSEMBLIES: FIRE RATED WALLS, THROUGH PENETRATION FIRESTOP SYSTEMS & FIRE RESISTIVE JOINT SYSTEMS TO BE CONSTRUCTED IN ACCORDANCE WITH ASSEMBLIES LISTED BY UL, WARNOCK HERSEY/INTERTEK/ETL/SEMKO. ALL PERIMETER CONDITIONS WHERE FIRE RATED GYP BOARD ASSEMBLIES MEET OTHER CONSTRUCTION MUST BE CONSTRUCTED USING A LISTED FIRE -RESISTIVE JOINT SYSTEM. ALL PENETRATIONS THROUGH FIRE RATED GYP BOARD ASSEMBLIES MUST BE CONSTRUCTED USING A LISTED THROUGH PENETRATION FIRESTOP SYSTEM. STANDARDS: • ASTM C-11 FOR DEFINITIONS. • ASTM C-754 GENERAL COMPONENTS. • ASTM C-36 GYPSUM WALLBOARD • ANSI 118.9 CEMENT BACKER BOARD • ASTM C-1047 TRIM • ASTM C-475 JOINT TREATMENT MATERIALS STRUCTURAL PERFORMANCE: FOLLOW MANUFACTURER'S STANDARD SPAN LIMITATION CHART FOR SIZING OF STUD GAUGE. • USE L/360 DEFLECTION CRITERIA FOR WALLBOARD PARTITIONS - FINISHED WITH TILE, STONE OR OTHER BRITTLE MATERIALS. • USE L/240 DEFLECTION CRITERIA FOR ALL OTHER PARTITIONS. • FOR GAUGE EQUIVALIENT STUD USAGE (CLARK WESTERN OR DIETRICH) SUBMIT DATA INDICATING PROPOSED STUD SIZE/MIL THICKNESS PROVIDES EQUIVILIENT PERFORMANCE AS CONVENTIONAL STUD. ACOUSTICAL PERFORMANCE: WHERE WALL TYPES ON DRAWINGS INDICATE A REQUIRED STC VALUE, COMPLY WITH REQUIRMENTS OF TESTED AND LISTED ASSEMBLIES AS PUBLISHED BY GYPSUM ASSOCIATION, USG OR NATIONAL GYPSUM CO. ACOUSTICAL SEALANT: USE USG OR NATIONAL GYPSUM PRODUCTS. COMPLY WITH VOC LIMITATIONS PURSUANT TO LEED CREDIT 4.1. CURVED WORK: UTILIZED FRAMING PRODUCTS & TECHNIQUES THAT PRODUCE UNIFORM CURVATURES INDICATED WITHOUT DISTORTION OR PERCEPTIBLE RIPPLE. DECREASE STUD ON -CENTER SPACING AS REQUIRED TO ACHIEVE SMOOTH EFFECT. FORM CURVED WORK WITHOUT WETTING THE GYPSUM BOARDS. UTILIZE MULTIPLE LAYERS OF IA" BENDING BOARD WHERE DESIRED RADII CANNOT BE ACHIEVED WITH THICKER BOARDS. WHERE RADIUS IS TOO TIGHT FOR DRY INSTALLATION OF 'A" BENDING BOARD, UTILIZE PREFABRICATED GRG SECTIONS. CONTROL JOINTS: • PROVIDE CONTROL JOINTS IN ALL GYP BOARD SURFACES EXCEEDING 30 FEET IN ANY DIRECTION USING STANDARD "V" BEAD CONTROL JOINT THAT RESULTS IN VISIBLE JOINT OF APPROX 1/8". • CONTROL JOINTS IN FIRE RATED WALL ASSEBLIES SHALL COMPLY WITH THE REQUIREMENTS OF THE LISTING AGENCY AND MANUFACTURER FOR THAT ASSEMBLY. MOVEMENT JOINTS: • WHERE GYPSUM BOARD ASSEMBLIES BEARING ON FLOOR ABUT GYP BOARD ASSEMBLIES SUSPENDED FROM DECK ABOVE, PROVIDE MOVMENT JOINT BETWEEN THE TWO. THERE SHALL BE NO CONTINUITY OF FRAMING OR GYPSUM BOARD THROUGH THE JOINT. FINISH THE JOINT WITH BACKER ROD AND SEALANT FROM ANY SURFACE EXPOSED TO VIEW. WHERE THIS CONDITION INVOLVES FIRE RATED CONSTRUCTION, PROVIDE DYNAMIC FIRE RESISTIVE JOINT SYSTEM BETWEEN THE ASSEMBLIES. GYPSUM BOARD FINISH LEVELS: FINISH PANELS TO LEVELS INDICATED BELOW, ACCORDING TO ASTM C 840, FOR LOCATIONS INDICATED: • LEVEL 1: EMBED TAPE AT JOINTS IN CEILING PLENUM AREAS, CONCEALED AREAS, UNLESS A HIGHER LEVEL OF FINISH IS REQUIRED FOR FIRE -RESISTANCE -RATED ASSEMBLIES AND SOUND -RATED ASSEMBLIES. • LEVEL 2: EMBED TAPE AND APPLY SEPARATE FIRST COAT OF JOINT COMPOUND TO TAPE, FASTENERS, AND TRIM FLANGES WHERE GYPSUM PANELS ARE THE SUBSTRATE FOR TILE. • LEVEL 3: EMBED TAPE AND APPLY SEPARATE FIRST AND FILL COATS OF JOINT COMPOUND TO TAPE, FASTENERS, AND TRIM FLANGES, WHERE GYPSUM PANELS ARE THE SUBSTRATE FOR HEAVY TEXTURED FINISHES AND WHERE LIGHTING CONDITIONS ARE NOT CRITICAL. • LEVEL 4: EMBED TAPE AND APPLY SEPARATE FIRST, FILL, AND FINISH COATS OF JOINT COMPOUND TO TAPE, FASTENERS, AND TRIM FLANGES. LEVEL 4 IS THE STANDARD FOR ALL EXPOSED AREAS, REMOVE LEVEL 5 FINISH INSTALLATION STANDARDS: ASTM C 754 / ASTM C 840 / GA 216 / ASTM C 919. RESILIENT WALL BASE AND ACCESSORIES: SOURCE LIMITATIONS: OBTAIN EACH TYPE, COLOR, AND PATTERN OF PRODUCT SPECIFIED FROM ONE SOURCE WITH RESOURCES TO PROVIDE PRODUCTS OF CONSISTENT QUALITY IN APPEARANCE AND PHYSICAL PROPERTIES. RUBBER WALL BASE AND ACCESSORIES: PRODUCTS COMPLYING WITH FS SS -W-40, TYPE I, AND AS SPECIFIED ON THE DRAWINGS. VINYL WALL BASE AND ACCESSORIES: PRODUCTS COMPLYING WITH FS SS -W-40, TYPE II, AND AS SPECIFIED ON THE DRAWINGS. ADHESIVES: WATER-RESISTANT TYPE RECOMMENDED BY MANUFACTURER TO SUIT RESILIENT PRODUCTS AND SUBSTRATE CONDITIONS INDICATED. COMPLY WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS FOR RESILIENT BASE/ACCESSORIES. DO NOT INSTALL RESILIENT PRODUCTS UNTIL THEY ARE SAME TEMPERATURE AS SPACE WHERE THEY ARE TO BE INSTALLED. INSTALL WALL BASE IN LENGTHS AS LONG AS PRACTICAL WITHOUT GAPS AT SEAMS AND WITH TOPS OF ADJACENT PIECES ALIGNED. TIGHTLY ADHERE WALL BASE TO SUBSTRATE THROUGHOUT LENGTH OF EACH PIECE, WITH BASE IN CONTINUOUS CONTACT WITH HORIZONTAL AND VERTICAL SUBSTRATES. DO NOT STRETCH WALL BASE DURING INSTALLATION. INSTALL REDUCER STRIPS AT EDGES OF FLOOR COVERINGS THAT WOULD OTHERWISE BE EXPOSED. ACOUSTICAL PANEL CEILINGS PRODUCTS: MATCH EXISTING CEILING SYSTEM EXCEPT WHERE NOTED OTHEREWISE ON DRAWINGS. ACOUSTICAL PANEL STANDARD: ASTM E 1264; SURFACE -BURNING CLASS A. METAL SUSPENSION SYSTEM STANDARD: ASTM C 635. EXPOSED FASTENERS (SCREWS, POP RIVETS, ETC) ARE NOT PERMITTED. ATTACHMENT DEVICES: SIZE FOR FIVE TIMES THE DESIGN LOAD INDICATED IN ASTM C 635, TABLE 1, "DIRECT HUNG." • WIRE HANGERS, BRACES, AND TIES: ASTM A 641, CLASS 1, SOFT TEMPER; DIAMETER SO STRESS AT THREE TIMES HANGER DESIGN LOAD (ASTM C 635, TABLE 1, "DIRECT HUNG") IS LESS THAN YIELD STRESS OF WIRE, BUT NOT LESS THAN 0.106 -INCH. • ROD HANGERS: ASTM A 510, MILD CARBON STEEL, 1/4 -INCH DIAMETER, ASTM A 153/A 153M, HOT -DIP GALVANIZED. • PROVIDE SEISMIC STRUTS AND SEISMIC CLIPS, AS MAY BE REQUIRED BY LOCAL AUTHORITIES. SHEET METAL EDGE MOLDINGS AND TRIM: SAME MATERIAL, FINISH, AND COLOR AS EXPOSED FLANGES OF SUSPENSION SYSTEM. STEEL SUSPENSION SYSTEM: UNLESS OTHERWISE INDICATED, PROVIDE PREPAINTED, ELECTROLYTICALLY ZINC COATED, OR HOT -DIP GALVANIZED ACCORDING TO ASTM A 653/A 653M, NOT LESS THAN G30 COATING DESIGNATION; INTERMEDIATE -DUTY , UNLESS HEAVY- DUTY IS INDICATED OR REQUIRED FOR SEISMIC DESIGN. ACCESS FOR CONCEALED SUSPENSION SYSTEM: DOWNWARD, UNLESS OTHERWISE INDICATED. ALL LIGHT FIXTURES, HVAC PLENUMS, ETC., MUST BE INDEPENDENTLY SUPPORTED. INSTALLATION: ASTM C 636. SEISMIC STANDARD: ASTM E 580, CISCA'S "RECOMMENDATIONS FOR DIRECT -HUNG ACOUSTICAL TILE AND LAY -IN PANEL CEILINGS -SEISMIC ZONES 0-2" PAINTING: STANDARD COATING TERMS: ASTM D-16. PAINT MATERIALS: PROVIDE BLOCK FILLERS, PRIMERS, UNDERCOATS, AND FINISH -COAT MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND THE SUBSTRATES INDICATED UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. MATERIAL QUALITY: PROVIDE MANUFACTURER'S BEST -QUALITY LOW VOC PAINT MATERIAL OF THE VARIOUS COATING TYPES SPECIFIED. COLOR/GLOSS: PROVIDE CUSTOM COLORS OF THE FINISHED PAINT SYSTEMS TO MATCH THE ARCHITECT'S SAMPLES. ASSUME CEILINGS TO BE FLAT; WALLS TO BE EGGSHELL OR LOW LUSTRE SATIN; METAL OR WOOD TRIM TO BE SEMI -GLOSS. PREPARATION: REMOVE HARDWARE AND HARDWARE ACCESSORIES, PLATES, MACHINED SURFACES, LIGHTING FIXTURES, AND SIMILAR ITEMS ALREADY INSTALLED THAT ARE NOT TO BE PAINTED. IF REMOVAL IS IMPRACTICAL OR IMPOSSIBLE BECAUSE OF THE SIZE OR WEIGHT OF THE ITEM, PROVIDE SURFACE -APPLIED PROTECTION BEFORE SURFACE PREPARATION AND PAINTING. CLEANING: BEFORE APPLYING PAINT OR OTHER SURFACE TREATMENTS, CLEAN THE SUBSTRATES OF SUBSTANCES THAT COULD IMPAIR THE BOND OF THE VARIOUS COATINGS. REMOVE OIL AND GREASE BEFORE CLEANING. CLEAN AND PREPARE SURFACES TO BE PAINTED ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE CONDITION AND AS SPECIFIED. MIX AND PREPARE PAINT MATERIALS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. APPLY PAINT ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. USE APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED. FURNISH EXTRA PAINT MATERIALS FROM THE SAME PRODUCTION RUN AS THE MATERIALS APPLIED IN THE QUANTITIES DESCRIBED BELOW. PACKAGE PAINT MATERIALS IN UNOPENED, FACTORY -SEALED CONTAINERS FOR STORAGE AND IDENTIFY WITH LABELS DESCRIBING CONTENTS. DELIVER EXTRA MATERIALS TO THE OWNER. 09800 - SPECIALTY PAINTING SYSTEM FOR FERROUS METALS: STANDARD COATING TERMS: ASTM D-16. PRIMER: AROMATIC URETHANE, ZINC RICH. TNEMEC HYDRO -ZINC SERIES 94 H20; APPLY TO A DRY MIL THICKNESS OF 3 MILS/PER SPECIFIED COAT. BARRIER COAT: POLYAMIDOAMINE EPDXY. TNEMEC SERIES N69; APPLY TO A DRY MIL THICKNESS OF 6-7 MILS/PER SPECIFIED COAT. FINISH COAT: ADVANCED THERMOSET SOLUTION FLUOROPOLYMER. TNEMEC SERIES 1071V; APPLY TO A DRY MIL THICKNESS OF 2.5 MILS. 10520 - FIRE EXTINGUISHERS: FIRE EXTINGUISHERS: 10 -LB NOMINAL CAPACITY UL RATED 4A:60B:C MULTI-PURPOSE DRY CHEMICAL TYPE FOR EACH CABINET AND OTHER LOCATIONS INDICATED. PROVIDE BRACKETS FOR EXTINGUISHERS NOT LOCATED IN CABINETS. • AVAILABLE PRODUCT: LARSEN'S MANUFACTURING COMPANY: MP10. FIRE EXTINGUISHER CABINETS: PROVIDE CABINET BOXES CONSTRUCTED OF COLD ROLLED STEEL WITH BAKED PAINTED FINISH AND SIZED TO PROPERLY FIT EXTINGUISHER. PROVIDE CABINET DOORS CONSTRUCTED OF COLD ROLLED STEEL AND HAVING 180 DEGREE CONCEALED HINGE DOOR RETAINING CLEAR SAFETY GLASS WINDOW OPENING, AND MANUFACTURERS STANDARD PULL. FINISH DOOR IN MANUFACTURER'S STANDARD BAKED ENAMEL IN COLOR AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE. • BASIS OF DESIGN: LARSEN'S MANUFACTURING COMPANY: OCCULT SERIES FIRE EXTINGUISHER CABINETS; WITH VERTICAL DUO DOOR; PROVIDE FOR RECESSED OR SEMI - RECESSED INSTALLATION, AS WALL CONDITIONS MAY DICTATE, OR AS INDICATED ON DRAWINGS. • CABINETS LOCATED IN FIRE RATED WALLS: PROVIDE RATED CABINET. • FIRE EXTINGUISHER AND HOSE VALVE IN SAME CABINET: PROVIDE COMBINATION CABINET. • INCLUDE MANUFACTURER'S STANDARD 1" LETTER HEIGHT VINYL OR STENCILED LETTERING CONTRASTING WITH BACKGROUND COLOR OF CABINET. "FIRE EXTINGUISHER" OR "FIRE EXTINGUISHER & HOSE VALVE" AS APPROPRIATE. INSTALL IN LOCATIONS INDICATED ON DRAWINGS. INSTALL AT MOUNTING HEIGHTS INDICATED OR, IF NOT INDICATED, AT HEIGHTS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND ACCESSIBILITY CODES. 10400 - SIGNAGE: IF A SIGNAGE PLAN(S) IS NOT INCLUDED WITH THESE DOCUMENTS, PLEASE INCLUDE AN ALLOWANCE FOR PROVIDING AND INSTALLING CODE -REQUIRED SIGNAGE IN THE FOLLOWING AREAS: FULL FLOOR TENANT OCCUPANCY: USE EXIT STAIRS" SIGN, EVACUATION PLAN TOILET ROOM ENTRIES EXIT STAIR ENTRIES FIRE EXTINGUISHER AND FIRE HOSE CABINETS MECHANICAL ROOMS ELECTRICAL ROOMS ALL SIGNS LISTED ARE TO BE ADA COMPLIANT CONTAINING TACTILE LETTERING AND GRAPHICS. ALL TEXT TO HAVE TYPE II BRAILLE IN COMPLIANCE WITH ACCESSIBLITY REQUIREMENTS. • SIGN MATERIAL TO BE PRICED AS SATIN ALUMINUM. • FINAL FINISHES TO BE SELECTED BY ARCHITECT. IF THE BASE BUILDING HAS SIGNAGE IN PLACE WITHIN THE TENANT SPACE, VERIFY WITH ARCHITECT IF THESE SIGNS ARE TO REMAIN OR IF THEY ARE TO BE REPLACED WITH NEW SIGNS. OTHER TENANT SIGNS INCLUDING SUITE ENTRY SIGNS, TENANT ROOM SIGNS AND WORKSTATION SIGNS WILL BE BUDGETED SEPARATELY OUTSIDE OF THE GENERAL CONTRACTOR'S SCOPE OF WORK. END OF SPECIFICATIONS IF SPECIFICATIONS LISTED HERE CONTRADICT NOTES ON DRAWINGS, CONTACT ARCHITECT FOR CLARIFICATION. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 31. 2011 City of Tukwila BUILDING DIVLSIO RECEIVED CITY OF TUKWILA AUG 1 1 2017 PERMIT CENTER !N 11565 REGISTERED ARCHITECT 1 12/09/2016 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGH1 REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED B ERIC NIELSEN ARCHITECT cc a TRAMPOLINE V♦ 0 cc z J u ANDOVER PARK EAST Ls) L() Cf' TU KWI LA, WA 98188 PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS DATE DESCRIPTION WATUK 30•• X 42•• SHEET SHEET CONTENTS: SPECS G104 HJC # Qty Contractor: Contact: Store Number: Store Address: Project Start Date: Manufacturer Circus Trix Order Form Thi'. ec.::iafe:ati it pricissg list is the prat, sty ssf Om* 'nix mu/ Llainea, E ..es (:sifliiuew to be ;vi ai by C;irees f aix QD 11v. Model Number Description Symbol UOM Spec Sheet Restroom A.ccesaories 531994 Mainline PB2312 1/2" x 18" SS Grab Bar WC1 ' ea. NA 883491 `>.';`:i[ni:;i Mainline ML8924 1/2" x 24" SS Grab Bar WC1 ea. asssa 531996 r „$S'':?#'#; Mainline PB2316 1/2" x 36" SS Grab Bar WC ea. ..... 531999 Mainline PB2317 1/2" x 42" SS Grab Bar WC ea. rSm ...... 1269934 ASI 10-0199-1-00 Hand Dryer ADA URI ea. , 806080 Meek M1510-1836 18" x 36" SS Chamiei Framed Mirror URI ea. are 395098 z `; (3: `< Meek M2513-2436 24" x 36" SS Channel Framed Mirror UR -I ea. as ss: 524593 Bobrick B-270 Sanitary Napkin Disposal UR -1 ea. vin z - 1303383 %:32?:% '>::>#RILE <<>>................. Foundations 100 -EH Light Grey Wall Mntd Baby Changing Station UR] ea. arra or et & Bathroom Accessones/IO2S00 Subtotal: 285533 Global ST2029A Elk PL, 7 stalls w/doors, 2 urinal screens WC1 ' lot NA oilet Partitions/ 102100 Subtotal: Plumbing Fixtures 1095301 Sloan ST2029A ADA Top Spud Water Closet WC1 ' ea. s �:. 1095300 `>.';`:i[ni:;i Sloan S'T2009A Standard Top Spud Water Closet WC1 ea. asssa 801072 r „$S'':?#'#; Zuni Z6000AV-HET 1.28 GI'F Flush Valve WC ea. toot 986739 Mainline ML1055SSC Elongated Open Front Toilet Seat WC ea. roam ...... 663732 Toto UT -104E#-1 Top Stud Urinal ADA URI ea. , 886532 Toto THU3010 Strainer URI ea. NA 804163 z `; (3: `< Zum Z6003AV-EWS 0.5 GPF Flush Valve UR -I ea. as ss: 813327 Zum Z6003AV-ULF 0.125GPF Pint Flush Valve (For California) UR -1 ea. eaa 1313239 %:32?:% '>::>#RILE <<>>................. Zum Z1221-F/UT104 Urinal Carver UR] ea. 1327658 Acme Millwork Restroom. Lav Countertop 3 Station Lav Deck (8' L x 2'l" D) LI ea. NA 437029 Mansfield 249-4 White Maverick 19 Diameter 4" Centers Self -Rimming Lavatory LI ea. ,,< 909106 Zurn281101 .XL -3M 4" Centerset Faucet, 0.5 GPM Aerator L1 ea. d 1327652 Zurn Z81101 -N1 -25M 4" Centerset Faucet, 0.35 GPM Aerator (For California) LI ea. arass > :; 733336 - Mainline ML151 Heavy Duty Basket Body, Basket, 4" Tailpiece L1 ea. mapa ,..--. 812680 Mainline SS LAV Kit Comp Stops, SS Braided Hoses, P -trap, ins, Escutcheon, LF Li ea. `ria 301781 Z.um Z5344 20x18 Wall Hung Lav, w/back splash L2 ea. to 812680 IIJC Lav Kit Stops, Escutcheons, P -Trap, Braided Hoses. Insulation Kit L2 ea. .. 1260984 Mainline MLDSE33213 33"x2 1"x7-7/8" Stainless Steel Double Bowl Sink Drop -In SI ea. tarn 1041950 Mainline MILD 17213 17"x21 "x6-1 /2" Stainless Steel Single Bowl Sink Drop -In SI ea. .... 1313237 Zum Z812J4-XL 17F Faucet w/1.5GPM Aerator S I ea. 733336 Mainline ML151 Heavy Duty Basket Body, Basket, 4" Tailpiece S 1 ea. 812680 Mainline SS LAV Kit Comp Stops, SS Braided Hoses, P -trap, Ins, Escutcheon, LF Si ea. 913926 Zum 12-ZW1070XL TMV set to 105 degrees, Dbl Thrd Union, Brnz, IF, 1/2" ea. 913927 Zurn 34-ZW1070XL TMV set to 105 degrees, Dbl Thrd Union, Brnz, LF, 3/4" ea. oaso 605073 Oasis PACSL Wall Mounted Sandstone Powder Coat Steel Versacooler ADA, S lit Levert, NON - CHILLED P DFI ea. ax 495023 Oasis 035174-001 Sanstone Powder Coat Steel ADA Apron DF[ ea. PIM 812689 HJC EWC Kit - Stops, Escutcheons, Trap, SS Braided Hoses DFI ea. '' 286531 Josatn 17550-WCBL Water Cooler Carrier DE ea. 182417 Zurn L1496-24 24x24 Mop Sink MS ea. ••-- 152090 Zurn Z843M1-RC Faucet with Integral Vacuum Breaker and Check Stops MS ea. ,., 792667 Zum JP1996-I-IFI Hose and Bracket. MS ea. otaa --- 799391 Zum JP 1996 -SDE Floor Strainer MS ea.' a 313147 Zum JP1996-MH Mop Hanger MS ea. NA 1208142 Bradford White LE16U3-1NAL 6 Gal Electric Water Heater, 1.5kW 120V/IPH/60HZ WH ea. 1208010 Bradford White LEI30L3-3NCZ 30 Gal Electric Water Heater, 4.5kW/4.5k\V 208V/3P1-1/60HZ WH -4 ea. 4 1208086 Bradford White LE120U3-1NAP 19 Gal Electric Water Heater, 3.Okw 120V/1PH/60HZ WH1 ea. woo ' 1051852 `>.';`:i[ni:;i Mainline MLST5 2 Gal Expansion Tank P1 ea. a i.,'.:: • 1267004 r „$S'':?#'#; Mainline ML13044 21x21x18 Galvanized Water Heater Stand Kit FIE ea.maa NA 958552 Mainline ML10898 20" Round Aluminum Circular Pan 2-1/8" Deep with Pre -Drilled 1" Drain Kit 12 ea. roam ...... 992515 Wilkins 38-ZW3870XLT-4P 3/8" Lead Free Thermostatic Mixing Valve TMV ea. r 845310 Wilkins 34-975XL2 3/4" Reduced Pressure Backflow Preventer BFP ea. a -- 21283 z `; (3: `< Wilkins 2-975XL2 2" Reduced Pressure Backflow Preventer BFP ea. soro um mg & Equipment Fixtures/z23U00 Subtotal: Appliances 1326997 II GE GUD24rSSJAi Vv Stackable Unitized Spacemaker' 2.0 DOE cu ft Washer and 4.4 cu ft Electric Dryer 23.75"Wx23.75"Dx74.5"H Color. White E2 ea. ::a', ...... 1326212 `>.';`:i[ni:;i Frigidaire FFTR1821 QW Top Freezer Refrigerators 18 cu ft 30"Wx29-7/8"Dx66-1/4"H Color: White P1 ea. NA 1326214 r „$S'':?#'#; Frigidaire IM 116000 Add-on: Top Mount Refrigerator Ice Maker Kit FIE ea. NA 1326217 GE PEB7226DFBB 2.2 cu ft Countertop Microwave Oven 1100W Color: Black 12 ea. roam ...... reakroom Equment/114000 Subtotal ip: Sub total: S Freight: TBD Tax To Be Calculated at Time of Shipment 'fBD Grand Total: S I1JC # Qty Circus Trix Order Form Contractor: Contact: Store Number: Spyder Monkey Store Address: Aurora, CO Project Start Date: Manufacturer This coafide..titt prising; iisi :? the property of £hells Tie% mini Haunts. ,'fonts & C,edina, ' in be used by Circ::, Trix Orsi;. Model Number Description Symbol UOM Spec Sheet Mechanical 1313585 York 7_F240000D4B5DAA1A1 20 Ton, York Large Sunline Single Packaged R -410A Air Conditioner, IOEER/11 LEER (CV) 12.5 IEER (Intellispeed)/11 IEER (VAV), Two Stage Cooling, No Factory Installed Electric Heat, 460-3-60, Single Wall Construction. Dry Bulb Low Leak Economizer w/Barometric Relief and Hoods (Bottom Return Only). 7.5HP High Static Belt Drive Blower. Supply Air Smoke Detector. Non Powered. Convenience Outlet (110VAC). Non Fused Disconnect Switch. 2" Throwaway Filters. Galvanized Steel Drain Pan. Standard Condenser Coil, Standard Evaporator Coil. Standard Access Doors. Simplicity SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors. E2 ea. NA 1313597 `>.';`:i[ni:;i York ZF21000OB4B5DAAI Al. 17.5 Ton York Large sunline Single Packaged R -410A Air Conditioner, 11 EER/11.9 IEER (C: J)/13.1 LEER (Intellispecd)!11.9 IEER (VAV), Two Stage Cooling, No Factory Installed elecric Heat, 460-3-60, Single Wall construction. Dry Bulb Low Leak Economizer w/Barometric Relief and Hoods (Bottom Return Only). 5I -IP High Static Belt Drive Blower. Supply Air Smoke Detector. Non Powered Convenience Outlet (1 l OVAC). Non Fused Disconnect Switch. 2" Throwaway Filters. Galvanized Steel Drain Pan. Standard Condenser Coil. Standard Evaporator Coil. Standard Access Doors. Simplicity SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors. P1 ea. NA 1313606 r „$S'':?#'#; York IZF210N30B4B5DAAIA1 YFE24B21S 17.5 Ton York Large sunline Single Packaged R -410A Air Conditioner, 1.1 EER!1 i.9 IEER (CV)11.3.1 IEER (Intellispeed)/1.1.9 IEER (VAV), Two Stage Cooling, 300MBH Input Aluminized Steel, Two Stage Gas Ilea, 460- 3-60, single Wall construction. Dry Bulb Low Leak Economizer w/Barometric Relief and Hoods (Bottom Return Only). 5I -IP high Static Belt Drive Blower. Supply Air Smoke Detector. Non Powered Convenience Outlet (110VAC). Non Fused Disconnect Switch. 2" Throwaway Filters. Galvanized Steel Drain Pan. Standard Condenser Coil. Standard Evaporator Coil. Standard Access Doors. Simplicity SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors. FIE ea. NA 1313615 York ZF'240N30D4B5DAA1A1 20 Ton, York Large Sunline Single Packaged R -410A Air Conditioner, 10EER/11 IEER (CV) 12.3 IEER (Intellispeed)/11 IEER (VAV), Two Stage Cooling, 300MBH Input Aluminized Steel, Two Stage Gas Heat, 460- 3-60, Single Wall construction. Dry Bulb Low Leak Economizer w/Barometr_c Relief and I-Ioods (Bottom Return Only). 7.5111' High Static Belt Drive Blower. Supply Air Smoke Detector. Non Powered Convenience Outlet (110VAC). Non Fused Disconnect Switch. 2" Throwaway Filters. Galvanized Steel Drain Pan. Standard Condenser Coil. Standard Evaporator Coil: Standard Access Doors. Simplicity SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors 12 ea. NA 1325107 York ZF240N30B4B5DAAIA1 20 Ton, York Large Sunline Single Packaged R -410A Air Conditioner, IOEER/11 IEER (CV) 12.3 1EER (Intellispeed)/11 IEER (VAV), Two Stage Cooling, 300MBH input Aluminized Steel, Two Stage Gas Heat, 460- 3-60, Single Wall construction. Dry Bulb Low Leak Economizer w/Barometric Relief and Hoods (Bottom Return Only) with Economizer Fault Detection & Diagnostic. 5HP High Static Belt Drive Blower. 2" Throwaway Filters. Simplicity SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors. Supply Air Smoke Detector. Non Powered Convenience Outlet (110VAC). Non Fused Disconnect Switch. Galvanized Steel Drain Pan. Standard Condenser Coil. Standard Evaporator Coil. Standard Access Doors. F2E ea. 1325691 YO rk ZJ300N30B2BSD<1 A2A 25 Ton, Four Stage Cooling, York Large Sunline Single Packaged R -410A Air Conditioner, 10.5 EER/ 11 IEER (CV)/ 12.1 IEER (intellispeed)/ 11 IEER (VAV), 300 MBH Input Aluminized Steel, Two Stage Gas Heat, 208/230-3-60, Single Wall Construction, Dry Bulb Low Leak Economizer w/Barometric Relief and Hoods (Bottom Return Only) with Economizer Fault Detection & Diag ostic, 10HP Standard Static Belt Drive Blower, 2" Pleated Filters (MERV 8), Simplicity SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors, Non Powered Convenience Outlet (110 VAC), Non Fused Disconnect Switch, Supply Air Smoke Detector, Standard Evaporator Coil, Standard Condenser Coil, Standard Access Doors, Galvanized Steel Drain Pan F5 ea. 1327348 z `; (3: `< York XP15000OD4B5GAA2AI 12.5 Ton, Two Stage Cooling, Single Packaged R -410A Heat Pump, Standard efficiency, 11 EER/10.8 IEER (CV)/ 11.3 IEER (Intellispeed), No Factory Installed Electric Heat, 460-3-60, Dry Bulb Low Leak Economizer with Barometric Relief and Hoods (Bottom or horizontal End Return Only) with Economizer Fault Detection & Diagnostic, 5 HP I-ligh Static Belt Drive Blower, 2" Pleated Filters (MERV 8), Simplicity SE Controller• including Discharge Air, Return .Air, and Outdoor Air'Temperature erature Sensors, Non -Powered Convenience Outlet, Non Fused Disconnect Switch, Supply Air Smoke Detector, Phase Monitor, Copper Tube/Aluminum Fin Condenser Coil, Copper Tube/Aluminum Fin Evaporator Coil, Standard Cabinet with Composite Drain Pan F5 ea. 1327521 York XPiSOC.00D2B2GAA2At 12.5 Ton, Two Stage Cooling, Single Packaged R -410A Heat Punrp, Standard efficiency, 11 EER/10.8 IEER (CV)/ 11.3 IEER (Intellispeed), No Factory Installed Electric Heat, 2081230-3-60, Dry Bulb Low Leak Economizer with Barometric Relief and Hoods (Bottom or Horizontal End Return Only) with Economizer Fault Detection & Diagnostic, 5 HP High Static Belt Drive Blower, 2" Pleated Filters (MERV 8), Simplicity SF. Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors, Non -Powered Convenience Outlet, Non Fused Disconnect Switch, Supply Air Smoke Detector, Phase Monitor, Copper Tube/Aluminum Fin Condenser Coil, Copper Tube/Alurninurn Fin Evaporator Coil, Standard Cabinet with Composite Drain Pan . F5E ea 1327536 %:32?:% '>::>#RILE <<>>................. York ZJ3000O0B4B5DAA2A1 25 Ton, Four Stage Cooling, York Large Sunline Single Packaged R -410A Air Conditioner, 10.5 EERJ 11 IEER (CV)/ 12.3 IEER (Intellispetxi)/ 11 IEER (VAV), No Factory Installed Elecuic Heat, 460-3-60, Single Wall Construction, Dry Bulb Low Leak Economizer %Barometric Relief and Hoods (Bottom Return Only) with Economizer Fault Detection & Diagnostic, (OHP Standard Static Belt Drive Blower, 2" Pleated Filters (MERV 8), Simplicity SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors, Non Powered Convenience Outlet (110 VAC), Non Fused Disconnect Switch, Supply Air Smoke Detector, Standard Evaporator Coil, Standard Condenser Coil, Standard Access Doors, Galvanized Steel Drain Pan F5E ea. 1327524 York YI-IJD48S43S3 Heat Pump, 4 Ton, R -410A, Deluxe Jacket, Single Stage Compressor, 208230-1-60, Sweat Connections X2 ea. ts 1327526 York MC60D3XCI 5.0 Ton Nominal, Multiposition Cased Coil, 24.5" Wide Cabinet, Flex Coil, Orifice or TXV to be field installed, Horicontal Drain Pan (Factory Installed) X4 en 1327528 York YHJD3OS43S4 Heat Pump, 2.5 Ton, R -410A, Deluxe Jacket, Single Stage Compressor, 208/230-3-60, Sweat Connections EL ea. 1327530 York MV12BN21C Modular Air Handler with Variable ECM Motor, 1200 CFM Nominal, 17.5" Wide Cabinet 208,230-1-60 SD ea. i 327531 York MIC35B3XC 1 3.0 Ton Nominal, Multiposition Cased Coil, 17.5" Wide Cabinet, Flex Coil, Orifice or TXV to be field installed, Horizontal Drain Pan (Factory Installed) OCL WALL ea. 1327539 York AHE36C3X1121 3 Ton Nomial, Single. Piece Air Handler with Standard ECM Motor (X13), 21" Wide Cabinet, Orifice or TXV to be field installed, Horizontal Drain Pan Installed, 208/230-1-60 OCC ea. `ria 1327542 York AHE48D33CH21 4 Ton Nomial, Single Piece Air Handler with Standard ECM Motor (X.13), 24.5" Wide Cabinet, Orifice or TXV to be field installed, Horizontal Drain Pan Installed, 208230-1-60 OCC ea to 1327543 York YHJD48S44S3 Heat Pump, 4 Ton, R -410A, Deluxe Jacket, Single Stage Compressor, 460-3-60, Sweat Connections ea. 1327542 York AIiE48I IXFI21 4 Ton Nomial, Single Piece Air Handler with Standard ECM Motor (X13), 24.5" Wide Cabinet, Orifice or TXV to be field installed, Horizontal Drain Pan Installed, 208/230-1-60 �a. 1325098 York YFE60B21S 5 Ton, Air Conditioner, Fin & Tube Air Conditioner, 14 SEER/ 1 -Stage, R -410A Refiigerant, 208/230-1-60 ea. 1327538 York YHJD36S44S4 Heat Pinup, 3 Ton, R -410A, Deluxe Jacket, Single Stage Compressor, 460-3-60, Sweat Connections ea. 1327541 York YIIJD42S44S4 I -feat Pump, 3.5 Ton, R-4 10A, Deluxe Jacket, Single Stage Compressor, 460-3-60, Sweat Connections ea. 1325100 York TGSS100C2OMfP11 General Tier, 80% AFUE, Single Stage Gas Valve, PSC Motor, 100 MBH, 21" Width Cabinet, 2000 CFM Nominal, Multi -Position, 115-1-60 ea. 1325102 fork CF6OCBDA1 5 Ton, Full Case, Upflow/Downflow, Coil, 21" Cabinet Width, Factory Installed TXV Coils, Aluminum Tube ea. 1327355 York YCG24B21 S Air Conditioner, 2" Ton, 17 SEER! I -Stage, R -410A Refrigerant, 208/230-1-60 ea. 1327356 York TM19E040A10 v4Pi 1 Mid Tier, 95% AFUE, Single Stage Gas Valve, X13 ECM Motor, 40 MBI[, l 4.5" Width Cabinet, 1 000 CFM Nominal, Multi -Position, 115-1-60 ea 1327534 York CM3OAXA1 2.5 Ton, Multi -Position Cased, Coil, 14.5" Cabinet Width, MaxAlloy Flex Coils, Aluminum Tube ea. 1327359 York YCGGOB21S Air Conditioner, 5 Ton, 17 SEER/ 1 -Stage, R -410A Refiigerant, 208230-1-60 ea. gntpment/cs4uuu sntlrorat: Sub total: s Freight: TBD Tax Tu Be Calculated at Time of Shipment TBD Grand Total: 5 Contractor: Contact: Store Number: LIGHTING PRICING Store Address: CircusTrixx Order Form Project Start Date: TBD Manufacturer This cot: ,seotix4 prizing Fist is Ate property a3' ti,—,'., ,-ixx ;tent ttsine-.s, ,Foul,, & is a:ERney to be used by £:irtoa r:4x>-. <n.iy. Model Number Description Symbol UOM Spec Sheet 65100 1312674 York TG9S10GC20MLP11 General Tier, 95.5% AFUE, Single Stage Gas Valve, PSC Motor, 100 MBH, 21" Width Cabinet, 2000 CFM Nominal, Multi -Position, 115-1-60 E2 ca. . 1317296 `>.';`:i[ni:;i York CM60CXA1 5 Ton, Multi -Position Cased, Coil, 21" Cabinet Width, MaxAlloy Flex Coils, Aluminum Tube P1 ea. $: 1325104 r „$S'':?#'#; York YFE24B21S 2 Ton, Air Conditioner, Fin & Tube Air Conditioner, 14 SEER/ 1 -Stage, R -410A Refrigerant, 22081230-1-60 FIE ea. - 1325106 York TG8SO4OAO8MIP1 ] General Tier, 80%AFUE, Single. Stage Gas Valve, PSC Motor, 40 MBH, 14.5" Width Cabinet, 800 CFM Nominal, Multi -Position, 115-1-60 12 ea. •.•„ 1325107 York CF24ABAA1 2 Ton, Full Case, Upflow/Downflow, Coil, 14.5" Cabinet Width, Faeton' In.stalled TXV Coils, Aluminum Tube F2E ea. 1327349 York YCJD60S43S4 Air Conditioner, 5 Ton, R -410A, Deluxe Jacket, Single Stage Compressor, 208/230-3-60, Sweat Connections F5 ea. 1327351 z `; (3: `< York MX2ODN21 Modular Air Handler with Standard ECM Motor (X13), 2000 CFM Nominal, 24.5" Wide Cabinet 208,230-1-60 F5 ea. 1327152 York M1C62D3XC1 5.0 Ton Nominal, Multiposition Cased Coil, 24.5" Wide Cabinet, Flex Coil, Orifice or TXV to be field installed. Horicontal Drain Pan (Factory Installed) . F5E ea. 1313595 %:32?:% '>::>#RILE <<>>................. York 2AQ04700524 CO2 Span/Wall Mount Accessory F5E ea. 1313596 York 2CE04505446 54kW 460-3 Electric heat X2 ea. ts 1325095 York 2E1077001124 Honeywell 17350, 2 Heat/4Coo1, Auto/Manual Changeover, Electronic 7 Day Programmable X4 ea. 1317211 York 2E1077001224 Honeywell T7350, 2 Heat/2Cool, Auto/Manual Changeover, Electronic 7 Day Programmable EL ea. 1325096 York 1LC2601 Locking Thermostat Cover SD ea. 1325097 York 2TS04705124 Remote Sensor for use with 17350 Thermostat OCL WALL ea. 1326206 York SI-LXLOCK Locking Ring for LX -Series Thermostats OCC ea. `ria 1326208 York . 5l-LXPLATE Wall Plate for LX -Series Thermostats OCC ea. to 1324820 York 1RC0471 Roof Curb- 14" High, Flat, Uninsulated, Full Perimeter (Shipped Knocked Down) ea. 1313594 York 1RC0437 Roof Curb- 14" High, Flat, Uninsulated, Full Perimeter (Shipped Knocked Down) ea. York S1-1TVMBA1 Kit, TMV, R -410A, 3.14" CHATLEFF CO ea. York Sl- ITV.MBGI Kit, TMV, R -410A, 3/4" CHATLEFF CO ea. 1327533 York S.1-1TVM4G1 5/8Mx5/8F R -410A Bolt -On TXV Kit ea. 1327540 York S1-1TVM4H1 5!8MLx5/8F R -410A Bolt -On TXV Kit ea. 1327354 York SI-ITVM4J1 5/SMx5/8F' R-410ABolt-On TXV Kit ea. 1327355 York S1-4HK06501525 15kW 208230-3-60 Electric Heat without Circuit Breaker ea. 1327356 York SI-TFIXU280 Touch -Screen Ilk cIII iostat with Proprietary Hexagon Interface ea. 1327534 York S 1-1 FR0817 Filter Rack with Filter and Bracket ea. 1327359 York S 1-1FR0824 Filter Rack with Filter and Bracket ea. gntpment/cs4uuu sntlrorat: Sub total: s Freight: TBD Tax Tu Be Calculated at Time of Shipment TBD Grand Total: 5 Contractor: Contact: Store Number: LIGHTING PRICING Store Address: CircusTrixx Order Form Project Start Date: TBD Manufacturer This cot: ,seotix4 prizing Fist is Ate property a3' ti,—,'., ,-ixx ;tent ttsine-.s, ,Foul,, & is a:ERney to be used by £:irtoa r:4x>-. <n.iy. Model Number Description Symbol UOM Spec Sheet 65100 1312674 EMERGI LITE e EL 2LED SURFACE MOUNT LED EMERGENCY LIGHT E2 ea. . 1317296 `>.';`:i[ni:;i 1LP W'I7.8 44WLED UN1V 40 RAFL 8' INET LOCATION LED STRIP P1 ea. $: 1317298 r „$S'':?#'#; ILP WTZS 44WLED UNIV 40 R4FL/TLBCP1O 8' WET LOCATION LED STRIP W/EM BALLAST FIE ea. - 1317006 ILP FZ4A 3OWLED UNIV 40 FRAL 4' LED STRIP LIGHTS 12 ea. •.•„ 1317014 ILP F74A 3OWLED UNIV 40 FRAUJLBCP10 4' LED STRIP W/Eivt BACKUP F2E ea.U.i 1316968 VISIONAIRE BHB-2-T5-64LC-I0-4K-UNV-GM LED HIGHBAY F5 ea. 1317302 z `; (3: `< RIZE RWC3YH1OK(30201) SET OF IC' Y SNAP HOOK CABLE STYLE HANGER F5 ea. 1316968 VISIONAIRE B1-1B-2-T5-64LC-10-4K-UNV-GM LED HIGHBAY W/EM BACKUP . F5E ca. 1317302 %:32?:% '>::>#RILE <<>>................. RWC3YH10K 30201 ( 1 SET OF 10' Y SNAP HOOK CABLE STYLE HANGER F5E ea. 1312708 EMERGI LCTE ELXN400RN LED EXIT LIGHT X2 ea. ts 1246251 EMERGI LITE ELXN400R-2LED LED EXIT LIGHT COMBO X4 ea. 1317211 EMERGI LITE EM1U-720 720 WA'F'T INVERTER FOR EM OPE RATION OF LED H}GHBAYS EL ea. 1327581 LUTRON DVTV-WH 0-10 VOLT WALL MOUNT DIMER SWITCH SD ea. 1241634 PREMIER IS-WLSI-W Wall Mounted Occupany Sensor/Swich Passive Infraredwith Integral "OFF" OCL WALL ea. 1317231 LEVITON OSC20-MOW CEILING MOUNTED MOTION SENSOR OCC ea. `ria 1317230 LEVITON . 013P20 -D2 LOW VOLTAGE POWER PACK OCC ea. to "65600 Interior Lighting/265100 Subtotal: $ g)/2 1312690 EMERGI I.I"Il n ` BZ -LUX -SD -CW LED SURFACE MOUNT WET LOCATION EMERGANCY LIGHT (MRIG STYLE NO LONGER AVAII.ABLE) El ea. . 1327083 `>.';`:i[ni:;i PREMIER DU -SQ -14W -12 -RED RED WET LOCATION LED UP LIGHT(COLOR MUST BE VERIFIED PER STORE) WI ea. a?am ..... 1327086 r „$S'':?#'#; PREMIER DU -SQ -1 -1W12 -BLUE BLUE WET L.00AITON LED UP LIGHT(COLOR MUST BE VERIFIED PER STORE) WI ea. ayr 1327090 PREMIER DU -SQ -HW 12 -GREEN GREEN WET LOCATION LED UP LIG}-iT(COLOR MUST BE VERIFIED PER STORE) W1 ea. soar. 1321550 ABB LIGHTING WPCT-18-40-1-A SLIM LOW WA'I-1'A.GE LED W.A1.L PACK WP ea. Exterior Lighting (Building)/265600 Subtotal: $ 265700 1321561 VISIONAIRE LIGHTING PGR -I :4-48LC-7-4K: UNV-BOA-BZ ROUND LED SITE LIGHT HEAD 11,000 LUMEN 4000K TYPE 4 P ea. 1321565 `>.';`:i[ni:;i V}SIONAIRE LIGHTING CT -SLATS 4S 11-U'-9BC Si-BZ(NO BOLTS) r BRONZE L SSS POLE BR LAZE P ea. , 1149070 r „$S'':?#'#; V O� : LIGHTING ,51. NAIRF C, A31343 Set of Four Anchor Bolts 3/4"x30" P ea. '� Contractor: Contact: Store Number: Store Address: stertor iaglsnng (Yarling Lot)P_657t tJ aubiotal: Sub total: 5 Estimated Freight TBD Estimated Sales Tax: TBD Grand Total: CircusTrix Order Form Project Start Date: TBD HJC # Qty Manufacturer This coufidcasiai pricing Jist is tlFe property of CircuSl'iia and Maines, Ames & C adbrn'y to be used by CireusTria. Only. Model Number Description Symbol UOM Millwork 124000 1315399 Acne Front Desk Approximately 321f of counter w/cabinets beneath, Laminate 1315400 Breakroom Cabinets and Components 1315368 Non -Locking cubbies 36"x36"x12" 6 Bays Open Cubbies Finish: Melamine 1327836 Non -Locking cubbies 36"x36"x1.2" 9 Bays Open Cubbies Finish: Melamine 1315401 Locking Cubbies Cubbies/Doors and Locks, melamine 1315405 Mezzanine Table 16"Wx96"Lx34"H Mezzanine Table, 6 legs 1326236 Mezzanine Table 16"x84"x34"H Laminated 1-1/8" Particleboard Top with 6 Legs Casework & Counter Tops/124000 Subtotal: 5 Sub total: $ Estimated Freight: Estimated Sales Tax: TBD TBD Grand Total: NOTE: Materials and labor to manufacture the items listed : Packaging and pallets suitable for LTL shipping Corrugated classing on Waiver Counter EVIS1$. REVIEWED FOR ODE COMPLIANCE APPROVED AU631Z11 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 1 2017 PERMIT CENTER bn °pig Z LU Et Cr) O we - 11565 REGISTERED ARCHITECT ER' JON NIELSEN WASHINGTO 12/09/2016 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED E ERIC NIELSEN ARCHITECT 1 w co fg co ar 03 wa 0 r. Z m imu PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS # DATE WATUK 30" X 42" SHEET SHEET CONTENTS: OWNER PROVIDED G105 w F- H J 0 in - C MAIN ELECTRICAL 113 FIRST FLOOR EAST DEMO PLAN 1 3/32" = 1`-0' 0 r -7 , L-JC=7C=7 =I I ==� A L� ,�----- Ei I11--/ Li "J �] I FL i 6 Llv I II r/ J Iw iEXISTING BREAK itI ROOM TO REMAIN tl IE tl EXISTING FIRE RISER, TO REMAIN EXISTING FIRE HOSE LOCATION ON COLUMN, GC TO VERIFY AND REMOVE IF POSSIBLE ELECTRICAL, TO REMAIN EXISTING GASSLINE TO REMAIN DEMO EXISTING BOLLARDS AND RELOCATE IN FRONT OF EQUIPMENT ADJACENT TO MAIN ELECTRICAL 113 GC TO VERIFY AND DEMO EQUIPMENT RELOCATE ANY REQUIRED ELECTRICAL EQUIPMENT TO MAIN ELECTRICAL ROOM 113 0 Co 0 L_ Lam, A •t •rte-€ H. --- 4-4- REMOVE EXISTIN SINK AND SAVE FOR LANDLORD EXISTING WATER HEATER, TO REMAIN DEMO EXISTING HVAC UNIT O Co 0 0 co O Co 0 co 0 EXISTING COUNTER AND A CASEWORK TO REMAIN RELOCATE EXISTING DOOR TO EXISTING CASED OPENING NEW CASED OPENINGS. VERIFY WITH OWNER EXISTING CARPET TO REMAIN THROUGHOUT. EXISTING DATA/ FIRE ALARM TO REMAIN P DEMO NOTES REMOVE ANY MISCELANEOUS EXISTING EQUIPMENT AND ASSOCIATED WIREING BACK TO SOURCE. REMOVE ALL EXISTING FURRING ON INTERIOR FACE OF ALL EXISTING WALLS ALL CEILINGS WILL BE EXPOSED STRUCTURE. REMOVE ANY UNNECESSARY EQUIPMENT AND ASSOCIATED WIRING BACK TO SOURCE, CLEAN AND PAINT DECK, STRUCTURE, SPRINKLER PIPES, ETC. REMOVE ANY EXISTING EXIT LIGHTING NOT REQUIRED ON NEW LAYOUT 25'-0" 40'-0" 40'-0" 40'-0" II II -�� � - • 11 • I 2 —--I_______—__4_______€--I-i PD 40'-0" JI 25'-0" a r L FIRST FLOOR WEST DEMO PLAN la 1 3/64" = 24'-4" \ / KITCHEN WO Gu u 3L hQ •t-..�.-... w -rte - ^�c^^^^.^^--v...,...,,�,,..,-^c hoc.....,.......................��,...,..,..,.... �.... .,,.,.� �--�� ........V..�. �............,.,,..,....�h..�.. ..,,. ,,,,, ,,,,,,,, „ ----�� aaaa il\,t:. Z" ,�,:,.v il,,..._,,,-'">.", ,,,,,,,,,,,,;;a,,......, ,,,...ti a,,,,. ,,,,,, ,,,.....,,,,, ,,,,,,,,,,,,,,,,,,„,,..---���y„�.,.•,,,t---,,,,, �.,.,,,,,,.,,,,, ,....\� � u�:..� � .,u „��a o---- • 8'-0” PARTY 2C 202 PARTY 2B 201 RTY 2A 206 MEZZANINE DEMO PLAN 1 3/32" = DEMO CHAINLINK FENCE EXISTING FIRE RISER, TO REMAIN EXISTING BOLLARDS, TO REMAIN, TYP. EXISTING ELECTRICAL TO REMAIN TYP. EXISTING DOCK LEVELER AND OTHER EQUIPMENT, TO REMAIN DEMO EXISTING VOICE AND DATA DEMO WALLS, DOORS, CEILINGS, HVAC AND PLUMBING IN THIS AREA AS SHOWN EXISTING CORNER BREAK ROOM TO REMAIN. DEMO EXISTING OPERABLE GATE AND RELATED EQUIPMENT DEMO SECTION OF EXISTING WALL FOR NEW CASED OPENING DEMO EXISTING DOOR CASED OPENING TO REMAIN EXISTING FLOOR FINISHES TO REMAIN DEMO EXISTING WALL EVI REVIEWED FOR CODE COMPLIANCE APPROVED AUG 31 2011 r City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 1 2017 PERMIT CENTER n 0014 zCNI W • �... _I IU w w Q Z H O W Z _ O J O��- - to r LL W � w CO 11565 REGISTERED ARCHITECT ERIC ON NIELSEN STATE '' ' HINGT 08/08/17 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGH1 REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED B ERIC NIELSEN ARCHITECT TRAMPOLINE V U OC z LL PROJECT NUMBER: 2015-0116 DRAWN BY: EJ N APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS # I DATE DESCRIPTION 1 1/25/17 ADDENDUM 1 4 3/8/17 ADDENDUM 3 10 08/08/17 ADDENDUM 9 WATUK 30" X 42" SHEET SHEET CONTENTS: DEMO PLANS A100 ..................... ........ ...... x•—• ..... •---- r IL r I — IL -LI _Li — 7 I— .............. : ,--•:. .. -----------ih:H- :--------:',,,, :- ...L• . . .... ...... ..... ................... .. .................. ..... • - ..... ....... ......... F-71 1 //. . 1 x I • I ' 1 / _ _ A .................... ................. ' .... 331' • ..................... • ............ ........... ... 1 , 3 1 , 17-- —71 , I x I • `1. ••••.. • • • • • • ................... ......... ........ ............ ......... • • ....................... ............ • - • -- • - • - • • • • • j \ 44- 1: • ........ ......... ...... 11 33 ::/ 7 • • • ...................................................................... •••••••••• • •• • •• •I,WWWWV.. ............................. • • • • W WIPP. • • ..,‘,..•••••••NNISSW,•••••••,... k`e •••• • ICWW•••••••••••.,•••••,,IIIN WWWW•WV•IO.N., ................................... .......... .................................................................... I FIRST FLOOR EAST DEMO RCP I 3/32" = 1 —0" ....... ," 4- 4- DEMO EXISTING CEILINGS, WALLS, AND ASSOCIATED EQUIPMENT DEMO EXISTING HEATING ELEMENT TYP. THIS SIDE EXISTING HIGH BAY LIGHTS TO REMAIN THROUGHOUT EXISTING SKYLIGHT TO REMAIN, TYP 11 DEMO NOTES REMOVE ANY MISCELANEOUS EXISTING EQUIPMENT AND ASSOCIATED WIREING BACK TO SOURCE. REMOVE ALL EXISTING FURRING ON INTERIOR FACE OF ALL EXISTING WALLS ALL CEILINGS WILL BE EXPOSED STRUCTURE. REMOVE ANY UNNECESSARY EQUIPMENT AND ASSOCIATED WIRING BACK TO SOURCE, CLEAN AND PAINT DECK, STRUCTURE, SPRINKLER PIPES, ETC. REMOVE ANY EXISTING EXIT LIGHTING NOT REQUIRED ON NEW LAYOUT EXISTING HEATING ELEMENT, TO REMAIN TYP. IN PARKING DEMO EXISTING LAY—IN CEILINGS NOT PART OF FINAL DESIGN EXISTING HVAC ABOVE BREAK ROOM IS TO REMAIN. • , • • 1 " / \ • • .............. - • FIRST FLOOR WEST DEMO RCP I 3/64" =1-0" } 11 I I 3MEZZANINE DEMO RCP I 1/8" = EVS1 DEMO PORTION OF EXISTING CEILING AS SHOWN AND OPEN TO DECK. EXISTING CEILINGS, LIGHTS, AND HAVC TO REMAIN REVIEWED FOR CODE COMPLIANCE APPROVED AUG a 1 2,01T RECEIVED CITY OF TUKWILA AUG 1 1 2017 PERMIT CENTER Ig 0 ce 11565 REGISTERED ARCHITECT PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGH REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED E ERIC NIELSEN ARCHITECT TRAMPOLINE 0 C C ANDOVER PARK EAST TUKWILA, WA 98188 PROJECT NUMBER: 2015-0116 DRAWN BY: EJ N APPROVED BY: EJ N ISSUE DATE: 11/30/2016 REVISIONS DATE DESCRIPTION 1 1/25/17 ADDENDUM 1 7 6/21/17 ADDENDUM 6 WATUK 30" X 42" SHEET SHEET CONTENTS: RCP DEMO PLANS A101 0 , co +1- 210'-0" j 20'-10" 20'-10" 4I 3. \\\\\ 90 \2.\.,\„ //o J /S7o/ //i / // 14 14 � l ., Net n,, LIN W 56••• V.16 3,1,.---...---------„.,,s.,.11M1.x,. �wvy.,a„n,.,W.H.W..,elaN.,,....,,V,.,..,.x„rAn„xWN.WAWAM,, W6,1§, \W.,N,,,m,WA,.6,5.,116rix,dVa,WAV.V.a�.W.7.,S1 .,MA,..:.\,.V.,,.WW....OISV '.....x,H,eefee VleW eANNY.,OW. Fr // FIRST FLOOR EXISTING PLAN I 3/32” = 1 '-0" // // // 15 90 19 42'-0" CL LOADING DOCK 4'-6 1/27 dir BREAK 112 PARKING TOTAL: 34,418 SF TOTAL PARKING SPACES: 94 GUARD RAIL SYSTEM ON TOP OF EXISTING CONCRETE WALL AT EDGES OF RAMP CAPABLE OF PREVENTING A VEHICLE FROM GOING OVER EDGE.. BEACON BGR-PC-YEL OR EQUAL. SAFETY YELLOW FINISH. ALTERNATES OF OTHER CONSTRUCTION TYPES MAY BE ACCEPTED BY OWNER. PARKING AREA SCOPE: VERIFY FINAL LAYOUT WITH OWNER PRIOR TO INSTALL PROVIDE 100 CONCRETE WHEEL STOPS DOWELED IN TO EXISTING SLAB PROVIDE ALL STRIPING, ARROWS, AND SPACE DESIGNATIONS AS SHOWN. PAINT EXTERIOR WALLS CLEAN AND RESEAL SURFACE, JOINTS, AND CRACKS. PAINT ALL COLUMNS SAFETY YELLOW UP TO 10' WATERPROOFING NOTE: NA INSTALL TYPICAL VINYL BASE AT AT BOTTOM OF DEMISING WALL. MECHANICAL NOTE: REF. MECH FOR SIDEWALL MOUNTED EXHAUST FAN. EXISTING GAS HEATERS AREA TO REMAIN IN PARKING AREA. MODIFY GAS LINES AS REQUIRED. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 31 2011. City of Tukwira BUILDING DIMS; RECEIVED CITY OF TUKWILA AUG 1 1 2017 PERMIT CENTER N W • r,, W " < E [2-2 o w — —1 Z0 c.) = J cc co cc 1— co m 11 565 REGISTERED ARCHITECT JON NIELSEN WASH!NGT 3/17 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGH- REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED B ERIC NIELSEN ARCHITECT PROJECT NUMBER: DRAWN BY: 2015-0116 EJN APPROVED BY: ISSUE DATE: REVISIONS EJN 11/30/2016 6 8 4/14/17 7/13/17 ADDENDUM 5 ADDENDUM WATUK 30" X 42" SHEET SHEET CONTENTS: FLOOR PLAN - PARKING PLAN A110.1 FIRST FLOOR RCP I 3/32" = 1-G" EXISTING HIGH BAY LIGHTS TO REMAIN OPEN TO STRUCTURE THROUGHOUT SPACE, CLEAN AND PAINT BLACK STRUCTURE, DECK, / <\ A500 1> EXISTING CEILING TO REMAIN THROUGHOUT MEZZANINE NEW WALLS TO UNDERSIDE OF EXISTING CEILING. REWORK LIGHTING AND HVAC AS REQUIRED FOR NEW LAYOUT. 21 3/32" = 1-0" r li 11 RCP NOTES PATCH AND REPAIR ALL WALL AND CEILING INSULATION THROUGHOUT BUILDING IF REQUIRED ALL CEILINGS OPEN TO STRUCTURE ARE TO BE PAINTED BLACK THROUGHOUT BUILDING, INCLUDING DUCTS, WIRING, AND OTHER TRADE RELATED ITEMS ,/ Is\1,{ ,_ I`.-1 I - I -_ - r . lal .-.." ''.- _ :. - ' 6 ° AI ............................... ............ ........ .. 043 r:. lull Ga illi!: gC_Dj_40__ q) I _`r If I I { --- — i I ■. I , if L i _ 1 ...- 1 t ! • E 3 a i i I WAITING l' _ -•-•i! L i 9 1 -I 1 - - i - t -- _ -- I ::._ ::._ ::: _:. = =- =:--. ' BY OWN ER rak 4 I 1 IE_y I I ii. 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REWORK LIGHTING AND HVAC AS REQUIRED FOR NEW LAYOUT. 21 3/32" = 1-0" r li 11 RCP NOTES PATCH AND REPAIR ALL WALL AND CEILING INSULATION THROUGHOUT BUILDING IF REQUIRED ALL CEILINGS OPEN TO STRUCTURE ARE TO BE PAINTED BLACK THROUGHOUT BUILDING, INCLUDING DUCTS, WIRING, AND OTHER TRADE RELATED ITEMS EXPOSED STRUCTURE CLEAN AND PAINT REMO • Ik MEZZANINE • NEW WALLS TO DECK EXISTING CEILING, LIGHTING, EQUIPMENT, ETC. TO REMAIN REVIEWED FOR CODE COMPLIANCE APPROVED ANal. Z011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 1. 2017 PERMIT CENTER 014 N • r• • VJ � � W W Q Z -UW Z = 0 J Q8z - W � W m 6/21/17 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGH REQUEST FOR THE RELEASE OF REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED E ERIC NIELSEN ARCHITECT ce a TRAMPOLINE U OC 0 z ANDOVER PARK EAST Ln TU KWI LA, WA 98188 PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS # DATE DESCRIPTION 1 1/25/17 ADDENDUM 1 7 6/21/17 ADDENDUM 6 WATUK 30" X 42" SHEET SHEET CONTENTS: FIRST FLOOR REFLECTED CEILING PLAN A111 BATHROOM NOTES NEW 4' X 4', 3'-4" AFF, STOREFRONT WINDOW WITH ONE WAY MIRROR GLASS OR TINT NEW CASED OPENINGS IN EXISTING WALL TO 4" BELOW EXISTING CEILING. ALIGN EDGE WITH FACE OF MENS WALL BELOW NEW CASED OPENINGS IN EXISTING WALL TO 4" BELOW EXISTING CEILING. OPENINGS SHOWN ARE DIAGRAMATIC. CONTRACTOR TO FIELD VERIFY EXISTING STRUCTURE AND PROVIDE THE FEWEST AMOUNT OF MAXIMUM SIZE OPENINGS. THIS SECTION OF WALL RELOCATE EXISITNG DOOR TO EXISTING CASED OPENING. MODIFY EXISTING CONSTRUCTION AS REQUIRED TO FIT. EXISTING DOOR TO STORAGE ROOM. LOCATE CHAINLINKAS REQUIRED FOR OPENING CLEARANCE BEHIND. EXISTING DOOR NON LOCKABLE FOR EGRESS VERIFY AND MODIFY HARDWARE IF REQUIRED EXISTING ELECTRICAL EQUIPMENT. FENCE OFF AT GROUND LEVEL AND ADJACENT PLATFORM EDGES. PROVIDE 3' ACCESS GATE. ALIGN CENTERLINE OF WALL WITH CENTERLINE OF WING WALL, TYP U REGISTERED ARCHITECT PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED B' ERIC NIELSEN ARCHITECT a TRAMPOLINE 1I♦ 0 z 1 TU KWI LA, WA 98188 PROJECT NUMBER: 2015-0116 DRAWN BY: EJ N APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS 4 3/8/17 ADDENDUM 3 WATUK 30" X 42" SHEET SHEET CONTENTS: ENLARGED PLANS A113 \ / \ / \ / \ \ / \ / \ / \ \L y / GC TO PROVIDE POWER AND CONDUIT AS SHOWN ON AV EQUIPMENT PROVIDED AND INSTALLED BY OWNER w LT- -1 J 1 1- z w U 9 N O - -1/\ / \ / \ \ / \ / /\ /\ 7 / \ / \ / \ / \ / \ /117 7 1 I / \ / \ / \ / \ / \ / PLAM-1 \\\\\\\<\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ B REAR ELEVATION I VINYL BASE - /7 7\ -7\ /7 7\ 7\ I//1 1 _ \L \L r \I K 1 \ I / I \ I 1-\\ 1 \ PLAM-1 DECORATIVE STRUCTURE BY OTHERS CORRUGATED METAL, PAINTED BLACK FABRAL 2-1/2" CORRUGATED 2.16' X 8' CORRUGATED STEEL ROOF PANEL OR EQUAL \\\\ \\\\\\\ A REAR ELEVATION '-9" B vv MAIN DESK DETAILS 1 1/2" = 1'-0" WALL PLASTIC LAMINATE OVER 1 LAYER OF 3M" PLYWOOD 3/4" PLYWOOD BLOCKING W/ LAMINATE FACE POWER & DATA CONDUIT ADJUSTABLE MELAMINE SHELVING CORRUGATED METAL PANEL OVER 1/4" PLYWOOD 2x4 BLOCKING \ /\ 7\ \ / \ / \ / /7 /\ 7\ L- 7-J K \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\C\� D REAR ELEVATION 0 0 r 7\ /7 7\ 7\ \ / \ / \ / \ / \ / \ / \ \ / \ / \ / \ / \ / \ / \ / L PLAM-1 v MEL -1 OPEN \ \ \ 8" 2'-4" 2'-0 1/2" 10'-0 1/2" C REAR ELEVATION DECORATIVE STRUCTURE BY OTHERS BOTH CORNERS //////////////////-/////// DECORATIVE TRUSS STRUCTURE BY OTHERS PLAM-1 CORRUGATED METAL, PAINTED BLACK FABRAL 2-1/2" CORRUGATED 2.16' X 8' CORRUGATED STEEL ROOF PANEL OR EQUAL DECORATIVE STRUCTURE BY OTHERS al WAIVER STATION 1 112" = 1'-0" •MEZZANINE 12'-6" PARTY WALL. 1 1/8" = 1'-0" 0 CV 0 (V 2'-O" 4'-0" 2'-0" 8'-0" CONSTRUCTION SIGN I1/2:' W 1'-0" NOTES: 1) SEE SHEET G103 FOR ACCESSORY MOUNTING HEIGHTS 2) CUT BLOCKING BETWEEN STUDS SO FACE IS FLUSH W/ WALL STUD FINISH NOTES 1 INSTALL ALL FENCE POSTS PRIOR TO INSTALLING RUBBER FLOORIING 2 // 8" 14'-9" 8" 4 EXPOSED CONCRETE TO BE CLEANED AND PREPPED FOR SEALANT. TENANT WILL PROVIDE FINAL WAXING AND BUFFING. NO FINISH REQUIRED FOR FLOOR COVERED BY PLATFORMS AND TRAMPOLINE / / 6 WALL PADDING PROVIDED AND INSTALLED BY OTHERS. CONTRACTOR TO COORDINATE 7 FLOOR UNDER TRAMPOLINES AND PLATFORMS IS TO HAVE EXISTING FINISH REMOVED AND SURFACE CLEANED, SEALED CONCRETE IS NOT REQURIED L._ __[———— 42" AFF —----— J-1 00 GC TO PAINT DL1 DIFFUSERS BLACK 0 4111> 79, ii ii II II [[ II 11 n ii II 11 0 II II Rv II SHELVES II II SHELVES 11 34" AFF II 11 11 11 PLAM-1 iv II 11 11 11 II II II II O 11 11 II 1----1----IL--EQ--_IL __0_II II SHELVES II II m II II II II < II II II II m II II n u u 2" GROMMET, CENTER WITH OPENING TYP. OF5 A POWER AND DATA ( D I BELOW TYP. OF 5 ___--- SHELVES _--_L_ 1 SHELVES — - 1" TYP. � 24" 1" TYP el POWER / DATA 71 1 L> I0) , THROUGH FRAME .4- o 0 MAIN DESK DETAILS 1 1/2" = 1'-0" WALL PLASTIC LAMINATE OVER 1 LAYER OF 3M" PLYWOOD 3/4" PLYWOOD BLOCKING W/ LAMINATE FACE POWER & DATA CONDUIT ADJUSTABLE MELAMINE SHELVING CORRUGATED METAL PANEL OVER 1/4" PLYWOOD 2x4 BLOCKING \ /\ 7\ \ / \ / \ / /7 /\ 7\ L- 7-J K \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\C\� D REAR ELEVATION 0 0 r 7\ /7 7\ 7\ \ / \ / \ / \ / \ / \ / \ \ / \ / \ / \ / \ / \ / \ / L PLAM-1 v MEL -1 OPEN \ \ \ 8" 2'-4" 2'-0 1/2" 10'-0 1/2" C REAR ELEVATION DECORATIVE STRUCTURE BY OTHERS BOTH CORNERS //////////////////-/////// DECORATIVE TRUSS STRUCTURE BY OTHERS PLAM-1 CORRUGATED METAL, PAINTED BLACK FABRAL 2-1/2" CORRUGATED 2.16' X 8' CORRUGATED STEEL ROOF PANEL OR EQUAL DECORATIVE STRUCTURE BY OTHERS al WAIVER STATION 1 112" = 1'-0" •MEZZANINE 12'-6" PARTY WALL. 1 1/8" = 1'-0" 0 CV 0 (V 2'-O" 4'-0" 2'-0" 8'-0" CONSTRUCTION SIGN I1/2:' W 1'-0" NOTES: 1) SEE SHEET G103 FOR ACCESSORY MOUNTING HEIGHTS 2) CUT BLOCKING BETWEEN STUDS SO FACE IS FLUSH W/ WALL STUD FINISH NOTES 1 INSTALL ALL FENCE POSTS PRIOR TO INSTALLING RUBBER FLOORIING 2 INSTALL VINYL BASE AT ANY VISIBLE LOCATION WHERE A GYP WALL TERMINATES AT FLOOR OTHER THAN ON THE MAIN PLATFORM 3 BLACK PAINT IS TO HAVE AN EGGSHELL FINISH ON ALL GYP. SURFACES ASSOCIATED WITH PLATFORM 4 EXPOSED CONCRETE TO BE CLEANED AND PREPPED FOR SEALANT. TENANT WILL PROVIDE FINAL WAXING AND BUFFING. NO FINISH REQUIRED FOR FLOOR COVERED BY PLATFORMS AND TRAMPOLINE 5 ALL CEILINGS WILL BE EXPOSED STRUCTURE. REMOVE ANY UNNECESSARY ELELMENTS, CLEAN AND PAINT DECK, STRUCTURE, SPRINKLER PIPES, ETC. 6 WALL PADDING PROVIDED AND INSTALLED BY OTHERS. CONTRACTOR TO COORDINATE 7 FLOOR UNDER TRAMPOLINES AND PLATFORMS IS TO HAVE EXISTING FINISH REMOVED AND SURFACE CLEANED, SEALED CONCRETE IS NOT REQURIED 8 PAINT ALL VISIBLE STRUCTURE BELOW ANGLED TRAMPOLINES BLACK 9 ALL CEILINGS WILL BE EXPOSED STRUCTURE. REMOVE ANY UNNECESSARY EQUIPMENT AND ASSOCIATED WIRING BACK TO SOURCE, CLEAN AND PAINT DECK, STRUCTURE, SPRINKLER PIPES, ETC. 10 GC TO PAINT DL1 DIFFUSERS BLACK 4'-0" X 8'-0" CONSTRUCTION SIGN ON POSTS PROJECT LOGO AND DESCRIPTION NIEL3EN ARCHITECTURE LOGO TMG LOGO GC LOGO NO OTHER SIGNS ALLOWED ON SITE GC TO BUILD THE SIGN AND GET IT PROOFED BY TMG BEFORE CONSTRUCTING CONTACT OWNER FOR LOGOS EVIS 1 bi/ REVIEWED FOR CODE COMPLIANCE APPROVED AUG 312017 i L City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 1 2017 PERMIT CENTER (N 11565 REGISTERED ARCHITECT JON NIELSEN HIN 6/21/17 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGH REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED E ERIC NIELSEN ARCHITECT cc a TRAMPOLINE ANDOVER PARK EAST Ln Ln TU KWI LA, WA 98188 PROJECT NUMBER: 2015-0116 DRAWN BY: EJ N APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS WATUK 30" X 42" SHEET SHEET CONTENTS: MISC. DETAILS A115 CHAIN LINK FENCE SLOPING WITH STAIRS. TIGHT TO EDGE OF STAIR. BOTTOM RAIL TO BE TIGHT AS POSSIBLE TO TREADS 1-1/2" DIAMETER STEEL HANDRAIL, PAINT BLACK TYP. HANRAIL EXTENSION TYP. PROVIDE STEEL HAND RAIL MOUNTING BRACKETS. WELDED CONNECTIONS TO FENCE POSTS. 4'-0" MAX, SPACING TYP. PROVIDE ADDITIONAL POSTS AS REQUIRED TO MEET MINIMUM BRACKET SPACING, TYP. TYPICAL CHAINLINK FENCE TOP OF PLYWOOD AT PLATFORM 3/4" TONGUE & GROOVE FIRE RATED PLYWOOD WITH RUBBER FLOOR FINISH 6"CSTUD @16"O.C. CONTINUOUS RUNNER TRACK SECURED TO CONTUOUS RUNNER TRACK ON PLATFORM WALL. FINISH FLOOR REFERENCE FLOOR PLANS FOR RAMP DIMENSIONS CENTERLINE OF 1 1/2" PIPE FACE OF RAMP ZN s.4040v,*. ;froxtott. .-#.4***** 4$*#:" 4$1****4: 4.4.4* • • # .44#. • • A111,1!= �1121kANNA, X VA A:IAA AT ALL INSTANCES REF. PLAN FOR DECK HEIGHT ELEVATIONS AND TREAD COUNTS PROVIDE INTERMIDIATE POSTS EVERY 4FT MAX EXTEND HANDRAIL 1-0" PAST TOP AND BOTTOM TREADS, TYP. ALL HANDRAILS ARE TO RETURN TO FLOOR OR WALL 1 1/2" DIAMETER CIRCULAR STEEL HANDRAIL, TYP. CHAIN LINK FENCE @ 4'-0" A.F.F., TYP. WIT BOTTOM RAIL 1/2" OFF TREAD NOSING TOP OF PLYWOOD 1'-0" / 4' 7 STAR SECTION TYP. I 3/4" = i' -o" 1-0" MIN. EXTENSION 40* • / 4; #4# It *44# T4 4: .♦.* 1,-0" 1'-0" MIN. EXTENSION 4" MAX // REF. PLANS 6" X 18 ga. CSJ JOIST @ 16" O.C. INSTALL BOTTOM RAIL AS REQUIRED TO PREVENT A 6" MAX SPHERE FROM PASSING (2) LAYERS 3/4" FIRE RATED PLYWOOD ON TREADS, AND (1) LAYER OF 3/4" PLYWOOD ON RISER AS SHOWN. RISER HEIGHTS TO BE EQUAL BRACE VERTICAL STUDS AS REQUIRED FLOOR/DECK REF. PLANS TREAD TYP. STAIR DETAIL METAL PAN AND STRINGER 1 314" = 1'-0" 0 5,-0" 1'-0"1'-0"1'-0"1'-0"1'-0' // / 3'-0" CL SIM 7 A200 r CHAINLINK GATE DUAL SWING NON LOCKABLE FOR EGRESS FROM PLATFORM EMERGENCY EXIT TO LOBBY 4...; I 1/4" = 1'-0" STEEL GUARD RAIL AT 48" ABOVE STAIR NOSING AND POSTS WELDED TO CHANNEL. BOTTOM RAIL 4" MAX OFF CHANNEL. GC TO INFILL WITH TYPICAL CHAINLINK FENCING 48" WELDED BRACKET CONNECTIONS AT INTERMEDIATE POSTS RUBBER FLOORING ON RAMP. BY OWNER ATTACH HANDRAILS TO FENCING, STUD WALL, OR VERTICAL AT 4' MAX SPACING. GC OPTION. MAINTAIN MINUMUM CLEARANCES METAL STUDS CROSS BR CING CHAIN LINK FENCE @ 4'-0" A.F.F., TYP. 1 1/2" DIAMETER STEEL HANDRAIL PT -07, TYP. EXTEND HAND RAIL MIN. 1'-0" PAST RAMP. RETURN TO FLOOR OR WALL PAINTED GYP INFILL PLYWOOD BLOCKING TO COMPLY WITH SLOPE 1 1/4" - 1 1/2" MAX DIAMETER CIRCULAR STEEL HANDRAIL. RETURN TO FLOOR OR POST. ATTACH BACK TO VERTICALS. TYP. AT TOP AND BOTTOM REF. STRUCTURAL FOR STEEL DETAILS TYPICAL CHAINLINK FENCING AT PERIMETER OF MEZZANINE. START R ST E T • . M BOLT TO FLOOR WITH EXPANSION ANCHORS TYP. ALL LOCATIONS ON CONCRETE MEZZANINE FINISH FLOOR PREMOLDED TREADS ON MEZZANINE AND MAIN PLATFORM STAIR PROVIDED BY OWNER INSTALLED BY OWNER. RUBBER ON PLATFORM STAIRS AND RAMPS PROVIDED BY OWNER INSTALLED BY OWNER. FINISH FLOOR 0 0 00 0 0 7 S A200 M MAIN STAIR / RAMP I /4 1 " = l'-0„ c. c SIM CL 1'-6" VB V"' .4411 j4‘ ,� #41174‘ 4°. At • #: AtiK a It • • I B 44, 4 SLOPE 1 TO 12 1'-0" HANDRAIL EXTENSION TYP TYPICAL RAMP SECTIONI 1/2" = 1'-0" ,••\ 4 A200 5'-6" 1'-0" / / -------------------- 17'-2" prop -v -1r .W*0 At. 4...).N.46L-_-•- 4. 4, 41140 # • # 1#4tE48,•-••.- nAli..7•74;741,;',4:4-:.. .---VVs . 41+411% f... I•siOs #4441r- A...WM - 4tm- -41101111 ------------- 1 1/2" MIN. CLEAR, TYP. ALL HANDRAILS ARE TO HAVE A 1' MIN. EXTENSION AND RETURN TO FLOOR OR WALL CHAIN LINK FENCE @ 4'-0" A.F.F., TYP. / 44" MIN. BETWEEN GUARD RAILS pk HANDRAIL DETAIL 1 1/2" = 1'-0" 12'-10" 12'-9 3/4" w STAIR & RAMP NOTES 1 TYPICAL RAMP AND STAIR DETAILS ARE SHOWN TO REPRESENT PARK STANDARS. ACTUAL LAYOUTS MAY DIFFER 2 HANDRAILS ARE TO EXTEND 1' MIN. PAST STAIR OR RAMP EDGE AT TOP AND BOTTOM OF ALL RAMPS AND STAIRS. RETURN TO FLOOR OR WALL. 3 GC OPTION: WELD HANDRAIL SUPPORT TO FENCEING 4 - 5 - 6 - +/- 9" DIMENSIONED EDGE OF RAMP REF. PLANS 3/4" FIRE RATED PLYWOOD ON RAMP RUBBER FLOORING BY OTHERS CONTINUOUS TO TRANSITION USEPRUBBER SCRAP UNDER OVERLAP IF REQUIRED PROVIDE TRANSITION STRIP IN COMPLIANCE WITH LOCAL CODES TYPICAL FOR ALL LEADING RAMP EDGES aTYPICAL RAMP TRANSITION DETAIL I 1 1/2" = 1'-0" 38" CLEAR AS DRAWN (36" MIN. CLEAR) 44" MIN. CLEAR TO GUARDRAIL FACE OF PLATFORM OR FENCE POST 3" TO FACE X OF POST 2 1/4" CL 4" BASEPLATE 0 1/4" FROM RAMP EDGE +� + + TYPICAL RAILING SECTION SIM A200 SIM 1"/12" ZIPLINE MID PLATFORM STAIR AND RAMPS 1/4" = 1'-0" 3'-0" REMO Dt� CROSS BRACING REVIEWED FOR CODE COMPLIANCE APPROVED AUG 31 2017 City of Tukwila BUILD RECEIVED CITY OF TUKWILA AUG 1.1 2017 PERMIT CENTER PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGH- REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED B ERIC NIELSEN ARCHITECT TRAMPOLINE u) TUKWILA, WA 98188 PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS 7 6/21/17 ADDENDUM 6 WATUK 30" X 42" SHEET SHEET CONTENTS: STAIR AND RAMP DETAILS A200 2 a. co w '-0 114" 18'-4 1/2" WReMiekM 10'-4 '1 /2" '-9 1 / " 9'-9 1/2" 10'-3" r C 4'-7 1/4 r LI 4'1/4" 30'-111 1/4" 9'-1" 17'-1" 4'-5" 16'-2" • ) 19'-5 1/4" 2'-9" F 0 w OPEN TO GRADE, 1/2" PLYWOOD ALL SIDES U.N.O. RAMPS PLATFORMS BY GC RUNNING WALLS AND JUMP BOX BY GC, POLYCARBONATE INFILL BY OWNER '''?y:''i5i�a'":oi�`v:`�•• �• �;�4.iv+wu .�.v+,++ua..+y..v cn f37 •I e • 3 OPEN TO GRADE, 1/2" PLYWOOD ALL SIDES. OWNER PROVIDES AND INSTALLS TRUSSES 6" X 18 GA. CSJ JOISTS @ 16" O.C. TO RUN PERPENDICULAR TO PONY WALLS, TYP. 0) CO v, LOAD BEARING PONY WALL, 20 GA. 3-5/8" METAL STUD @ 16" O.C. TYP. TUMBLE FLUSH TRAMPOLINE TRAMPOLINE OPEN TO GRADE, 1/2" PLYWOOD ALL SIDES, STEP AROUND PERIMETER BY GC 18 A301 \oy 0, in v, OPEN TO GRADE, 1/2" PLYWOOD ALL SIDES, SLACKLINE AND BATTLE PROVIDED AND INSTALLED BY OWNER (A3071) r 1 15'-7 1/4" 5'-0" +/- 26'-2 1/2" FIRST FLOOR PLAN 1 1/8" = 1'-0" x • 'j ; 1 i -f i t s £ £ £ 's £ # # £ £ £ £ # £ £ # £ . £ £ £ # £ # £ N ...... ... „,\.] TRUSS AT WAITING •< IF TRAMPOLINES ARE NOT INSTALLED PRIOR TO PLATFORM CONSTRUCTION, G.C. TO LAYOUT ALL WALLS & TRAMPOLINES WITH CHALK LINES TO VERIFY CLEARANCES ALL WALL DIMENSIONS ARE TO FACE OF STUD. PLATFORM DIMENSIONS ARE TO TOP FACE OF PLYWOOD U.N.O. PLATFORM FRAMING LAYOUT IS DIAGRAMATIC AND MAY NEED TO BE MODIFIED IN THE FIELD. `:.UP LAYOUT MODIFIED - CATWALK AND SLIDE REMOVED. - STUNT FALL LAUNCH PLATFORM NOW BY GC - NINJA, EURO, BASKETBALL AND - DODGEBALL SWITCHED LOCATIONS. - WARPED WALL REMOVED AND REPLACED WITH OWNER PROVIDED. - EXISTING LIGHTING IN MAIN AREA TO REMAIN FRAMING PLAN NOTES 0 TRAMPOLINE MANUFACTURER FRAME DIMENSIONS ARE CRITICAL. ON ARCHITECTURAL FRAMING PLAN, 1" HAS BEEN ADDED TO ALL SIDES FOR CLEARANCE. 2 ALL DIMENSIONS ARE TO FACE OF METAL STUD AT NEW WALLS AND FINISH FACE AT EXISTING. EXTERIOR WALLS ARE TO FINISH FACE. 3 1-1/2" CLEAR SPACE PROVIDED FROM PLATFORM STRUCTURE TO TRAMPOLINE FRAMES 4 ALL DECKING TO BE 3/4" TONGUE AND GROOVE FIRE -RATED PLYWOOD W/ ADHESIVE AND COUNTERSUNK SCREWS. HT. SHOWN ON PLANS IS TO TOP OF PLYWOOD. 5 ALL METAL STUD WALLS TO BE 3-5/8" X 20 ga. CSJ STUDS AT 16" O.C. UNLESS OTHERWISE NOTED 6 8'-6" MAXIMUM SPACING OF LOAD BEARING PONY WALLS 7 COUNTER SINK ALL DECK SCREWS TO INSURE NO SHARP EDGES FOR RUBBER FLOORING INSTALLATION 8 IF TRAMPOLINES ARE NOT INSTALLED PRIOR TO PLATFORM CONSTRUCTION, G.C. TO LAYOUT ALL WALLS & TRAMPOLINES WITH CHALK LINES TO VERIFY CLEARANCES 9 PLATFORM ELEVATIONS ARE TO TOP FACE OF PLYWOOD U.N.O. PLATFORM ELEVATIONS ARE TO TOP FACE OF PLYWOOD U.N.O. 1 0 IF PLATFORMS ARE CONSTRUCTED PRIOR TO TRAMPOLINE FRAME INSTALATION, ONLY TWO SIDES OF ANY ADJACENT WALLS OR PLATFORM MAY BE BUILT BEFOREHAND. CONTRACTOR NEEDS TO ACCOUNT FOR THIS IN CONSTRUCTION SCHEDULE. 1 TRAMPOLINE FRAME DIMENSIONS ARE CLOSE BUT NOT FINAL. DO NOT BEGIN FRAMING AREAS ADJACENT TO TRAMPOLINES WITHOUT VERIFICATION FROM OWNER THAT MANUFACTURERS PLANS ARE FINAL AND ON ARCHITECTURAL DRAWINGS. IF PLATFORMS ARE CONSTRUCTED PRIOR TO TRAMPOLINE FRAME INSTALATION, ONLY TWO SIDES OF ANY ADJACENT WALLS MAY BE BUILT BEFOREHAND. CONTRACTOR NEEDS TO ACCOUNT FOR THIS IN CONSTRUCTION SCHEDULE. PLATFORM AREAS Material: Name TEXT Material: Area 36" PLATFORM FLUSH TRAMPOLINE 11056 SF 66" PLATFORM OPEN 2654 SF Grand total: 6 13710 SF MATERIAL AREAS PROVIDED ARE APPROXIMATE AND SHOULD BE VERIFIED BY THE CONTRACTOR LINE TYPE LEGEND 1/2" FIRE RATED PLYWOOD FROM PLATFORM DOWN TO MAIN FLOOR, UNLESS NOTED OTHERWISE 1/2" FIRE RATED GYP, PAINTED UNLESS NOTED OTHERWISE PLATFORM SCREW PATTERN: ATTACH TONGUE AND GROOVE FLOOR DECK TO METAL STUDS WITH NO. 8 SELF -TAPPING SCREWS @ 12" O.C. TRAMPOLINE EDGE DESCRIPTIONS 1 FOAM PIT FOAM OVER TRAMPOLINE. PLYWOOD ON SURROUNDING WALLS DOWN TO TRAMPOLINE FRAME 2 FLUSH TRAMPOLINE TRAMPOLINE FLUSH WITH PLATFORM, NO PLYWOOD ON SURROUNDING VERTICAL WALLS 3 OPEN OPEN TO SLAB. PLYWOOD ON SURROUNDING VERTICAL WALLS PLYWOOD ON SURROUNDING VERTICAL WALLS TYPE A CROSS FRAME 1 3./4" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED AUG 31 2017 City of Tu BUILDIN a (VISION BRACING LOCATED AS DIRECTED BY STRUCTURAL 3/4" TONGUE AND GROOVE FIRE RATED PLYWOOD W/ RUBBER FLOORING 6" JOISTS @ 16" O.C. 3 5/8" STUDS @16" O.C. ALIGNED WITH JOISTS 400 S162-33 STRUT (3) # 10 TECK SCREWS, TYP. 1/2" FIRE RATED PLY AS LOCATED ON PLANS (2) 0.177" D SHOT PINS @ STRUT 352 T 150-43 TRACK TOP AND BOTTOM EVSI TYPE B DIAGONAL BRACE 1 3/4" = 1'-0" BRACING LOCATED AS DIRECTED BY STRUCTURAL 3/4" TONGUE AND GROOVE FIRE RATED PLYWOOD W/ RUBBER FLOORING 6" JOISTS @ 16" 0.0. 3 5/8" STUDS @16" 0.0. ALIGNED WITH JOISTS 400 S162-33 STRUT (2)# 10 TECK SCREWS PER STUD, TYP. 352 T 150-43 TRACK TOP AND BOTTOM RECEIVED CITY OF TUKWILA AUG 1 1 2017 PERMIT CENTER 3 Lil h. co 11565 REGISTERED ARCHITECT I 08/08/17 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGH REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED E ERIC NIELSEN ARCHITECT cc ect TRAMPOLINE cn U. ANDOVER PARK EAST TU KWI LA, WA 98188 PROJECT NUMBER: 2015-0116 DRAWN BY: EJ N APPROVED BY: EJ N ISSUE DATE: 11/30/2016 REVISIONS 10 08/08/17 ADDENDUM 9 WATUK 30" X 42" SHEET SHEET CONTENTS: PLATFORM FRAMING PLAN A300 (1) K CENTRAL FILE TOP OF PLYWOOD Ati FINISH FLOOR 0'-0" 1/2" FIRE RATED PLYWOOD CAP, IF REQUIRED 3-5/8" X 20 ga. CSJ STUD @16"O.C. 3-5/8" X 20 GA DIAGONAL BRACING @ EACH VERTICAL STUD 1/2" FIRE RATED GYP PAINT VB 3/4" TONGUE AND GROOVE FIRE RATED PLYWOOD W/ RUBBER 6" X 18 ga. CSJ JOIST @ 16" O.C. CONT. STUD HEADER SIMPSON STRONG TIE FCB -43.5, USE (8)#12-4 SELF TAPPING SCREWS 3-5/8" X 20 ga. CSJ STUD @ 16" O.C. A ANGLED WALL AT DECK 3/4" = r-0" T.O. W 11'-0" TOP OF PLYWOOD VIF DECK HT. PROVIDE HORIZONTAL U - CHANNEL BRIDGING OR TYPICAL DIAGONAL BRACING 0 0 1 1 PLYWOOD STRIPS AND PADDING BOTH SIDES A ON PORTION OF WALL BETWEEN FOAM PIT AND DODGEBALL ji FINISH FLOOR 0'-0" 12P' FIRE RATED PLYWOOD STRIP BEHIND PADDING 121" FIRE RATED PLYWOOD WITH RUBBER OR PAINTED GYP. REF. PLANS 18 GA. 6" METAL STUD @ 16" O.C. PAD PROVIDED BY OTHERS 3/4" TONGUE AND GROOVE FIRE RATED PLYWOOD W/ RUBBER FLOORING 6" X 18 ga. CSJ JOIST @ 16" O.C. TRAMPOLINE AND TRAMPOLINE FRAME PROVIDED BY OTHERS 3 5/8" MTL. STUD BRACING BACK TO TRAMPOLINE STRUCTURE @ EACH VERTICAL OF TRAMPOLINE FRAME CONT. STUD HEADER SIMPSON STRONG TIE FCB -43.5, USE (8)#12-4 SELF TAPPING SCREWSO ga. CSJ STUD @ 16" O.C. elWALL BETWEEN DECK AND TRAMPOLINE 13/4" = 1'-0" TOP OF PLYWOOD U 00. SIM. 7 FREESTANDING WALL I 3/4".1.-0" REFERENCE PLANS FOR PLATFORM HEIGHTS 3/4" TONGUE AND GROOVE RATED PLYWOOD W/ RUBB FLOORING 3 5/8" X 20 ga. CSJ STUD @ 16" O.C. 1/2" FIRE RATED PLYWOOD BOTH SIDES RE T.O.W 9'-9" 5/8" GYP. BD. CAP 5/8" FIRE RATED GYPSUM BOARD 3-5/8" X 20 ga. CSJ TUD @ 16" O.C. 3-5/8" X 20 GA DIAGONAL BRACING @ EACH VERTICAL STUD TRAMPOLINE FRAME BY OTHERS FINISH FLOOR 0'-0" PROVIDE HORIZONTAL U -CHANNEL BRIDGING AT 4'-0" A.F.F. IF NO PLYWOOD SHEATHING IS SHOWN AT SUPPORT WALLS 1 ANGLED TRAMPOLINE WALL SECTION I 34" = 1'-0" 11'-0" II II II II II II II II II II TOP OF P LYWOO 3'-0" NO ED 1/2" FIRE RATED PLYWOOD STRIP BEHIND PADDING 5/8" FIRE RATED GYPSUM BOARD for 18 GA. 6" METAL STUD @16"O.C. PAD PROVIDED BY OTHERS TRAMPOLINE AND TRAMPOLINE FRAME PROVIDED BY OTHERS AA FINISH FLOOR 0'-0" ak DECK SECTION LI 1 3/4" = 1'-0" TOP OF • PLYWOOD 181 3/4" = 1'-0" 3-5/8" MTL. STUD BRACING BACK TO TRAMPOLINE STRUCTURE @ EACH VERTICAL OF TRAMPOLINE FRAME REF. PLAN FOR PIT DIM. FACE OF STUD 12" r TOP OF • PLYWOOD „-1" TYP. REFERENCE PLANS FOR PLATFORM HEIGHTS 7 3/4" TONGUE AND GROOVE FIRE RATED PLYWOOD W/ RUBBER FLOORING PADDING COVERING GAP BY OTHERS CONTINUOUS CHANNEL OR WOOD 2X6 BLOCKING 6" 18ga JOISTS @ 16" 0.C. 20 GA. 3-5/8" METAL STUD @ 16" 0.C. TRAMPOLINE FRAME INSTALLED BY OTHERS 3-5/8" MTL STUD BRACING @32"O.C. FLUSH TRAMPOLINE TYPICAL SECTION 4.1 3/4" .1.-0" TOP OF • PLYWOOD STEP BOXED OUT AROUND PERIMETER 3/4" PLYWOOD AND METAL STUD FRAMING TYPICAL PLATFORM CONSTRUCTION 1/2" FIRE RATED PLYWOOD LINING PIT 3/4" TONGUE AND GROOVE FIRE RATED PLYWOOD W/ RUBBER FLOORING RUBBER NOSING 6" X 18 ga. CSJ JOIST @ 16" 0.C. 3 5/8" X 20 ga. STUD @ 16" 0.C. % 7 —I� 1 1/2" FIRE RATED PLYWOOD TO FLOOR WITH RUBBER FINISH TO L J TOP OF FRAME J\ / M, 7! FOAM PIT TYPICAL SECTION f 1 3/4" = 1'-0" TeP •' A I PLYWOOD UPPER PLATFORM TOP OF PLYWOOD 5'-6" LOWER PLATFORM FINISH FLOOR 0'-0" PROVIDE HORIZONTAL U -CHANNEL BRIDGING AT 4'-0" A.F.F. IF NO PLYWOOD SHEATHING IS SHOWN AT SUPPORT WALLS TRAMPOLINE FRAME INSTALLED BY OTHERS REFERENCE PLANS FOR PLATFORM HEIGHTS 0.4 REFERENCE PLANS FOR PLATFORM HEIGHTS 5 TYPICAL PLATFORM TRANSITION 3/4" = 1'-0" PROVIDE TYPE B DIAGONAL BRACE ON PONY WALL EVERY 20' U.N.O. 1/2" FIRE RATED GYP. PAINT, VINYL BASE 3/4" TONGUE AND GROOVE FIRE RATED PLYWOOD 6" X 18 ga. CSJ JOIST @ 16" 0.C. CONT. STUD HEADER SIMPSON STRONG TIE FCB -43.5, USE (8)#12-4 SELF TAPPING SCREWS 3-5/8" X 20 ga. CSJ STUD @ 16" O.C. TOP OF PLYWOOD CHAIN LINK TO BE INSTALLED AFTER FLOOR FINISH RUBBER NOSING BY OWNER CHAIN LINK FENCE W/ METAL BASE PLATE SECURED TO BLOCKING BELOW W/ (4) 3/8" X 3" LAG BOLTS EACH PLATE. INSTALL BEFORE FLOOR FINISH OR DIRECTLY TO PLYWOOD 3/4" TONGUE AND GROOVE FIRE RATED PLYWOOD W/ RUBBER FLOORING WOOD BLOCKING DOUBLE 2X6 MIN. 1/2" FIRE RATED PLYWOOD OR GYP. REF. PLANS FOR LOCATIONS CONITUOUS HEADER i ITYPICAL BLOCKING SECTION 1 3/4" = 1'-0" TOP OF PLYWOOD TOP OF PLYWOOD 0 9'-9" L 7 REFERENCE PLANS FOR PLATFORM HEIGHTS 3/4" TONGUE AND GROOVE FIRE RATED PLYWOOD W/ RUBBER FLOORING 6" X 18 ga. CSJ JOIST @ 16" 0.C. 3-5/8" X 20 ga. CSJ STUD @ 16" 0.C. FIRE RATED GYP. PAINT TYPICAL PLATFORM EDGE SECTION 3/4" = 1'-0" ALIGN WITH EDGE OF COLUMN WHERE APPLICABLE VARIES 1 1/2" TYP. Lk i 4 / 0, "- , o's. II 41' COORDINATE HEIGHTS OF DECKS W/ TRAMPOLINES 3/4" TONGUE AND GROOVE FIRE RATED PLYWOOD WITH RUBBER FLOORING TRAMPOLINE FRAME INSTALLED BY OTHERS 3 5/8" MTL STUD @ 16" 0.C. A SHELF AT ANGLED TRAMPOLINE 3/4" = 1'-0" xi2222c RZRZ<:cii2i?2<c i Ri??.?rc grialiN S550:1"•� XXL »?}X 3555.5SZ jMS555XSA3)»? Y'Sn' )SIBIS)}: ELEVATION >-- I— ,I 3 yI 1 I ?Tr. I I ) I •S",,,:2 2I 19 CUT OUT IN PLYWOOD FOR SLACKLINE TO PASS 1/2" PLYWOOD ALL VERTICAL EDGES OF BOX. ALIGN FRONT WITH FACE OF PIT. SLACKLINE POST BEYOND ANY PLYWOOD JOINTS ON PLATFORM ARE TO BE LOCATED A MIN. OF 2'-0" AWAY FROM CUT OUT CUT OUT IN PLATFORM FOR SLACKLINE POST TO PASS THROUGH. PROVIDE 1" CLEARANCE 3 5/8" STUD W/ 1/2" VERTICAL PLYWOOD ON SIDES AND 3/4" ON TOP. ALIGN FACES WHERE ADJACENT TO PIT. TOP AT 13" ABOVE PLATFORM OR 1" ABOVE SLACKLINE POST. SLACKLINE AND POST PIT EDGE TOP OF PLYWOOD 7' BIG OJUMP RAMP SECTION I 3/4" = 1'-0" TOP OF PLYWOOD 41117 VARIES REF. PLAN o 0 TOP OF PLYWOOD PLAN DETAIL A DEC TRAMPOLINE I 'I 112".1.-0" 3 5/8" 4'-3" 3/4" TONGUE AND GROOVE FIRE RATED PLYWOOD W/ RUBBER FLOORING NOSING 6" X 18 ga. CSJ JOIST @ 16" 0.C. 3-5/8" X 20 GA. METAL STUDS @ 16" 0.C. W/ 1/2" FIRE RATED PLYWOOD WITH RUBBER FINISH BRACE BACK AT VERTICALS PLATFORM PLYWOOD TO BE FLUSH WITH PLYWOOD BELOW 6" X 18 ga. CSJ JOIST @ 16" 0.C. CONTINUOUS HEADER 3/4" TONGUE AND GROOVE FIRE RATED PLYWOOD 6" X 18 ga. CSJ JOIST @ 16" 0.C. CONT. STUD HEADER MAINTAIN 1/2" MAXIMUM GAP BETWEEN TRAMPOLINE FRAME AND DECK. CUT PLYWOOD EDGE TO MATCH INCONSISTENCIES IN TRAMPOLINE FRAME. TRAMPOLINE FRAME, PROVIDED BY OTHERS METAL STUD WALL BEYOND ANGLED WALL ALIGN WITH ANGLED TRAMPOLINE FRAME WHERE ADJACENT TRAMPOLINE FRAME BEYOND 1/2" FIRE RATED PLYWOOD W/ RUBBER FINISH ON OUTSIDE FACE. NO PLYWOOD OR FINISH ON SIDE ADJACENT TO ANGLED FRAME. PAINT EVERYTHING UNDER TRAMPOLINE BLACK. N r z �` W •ti WW�C z �-- U W Z O J O U 0 W Z MW W 11565 1 REGISTERED ARCHITECT PLYWOOD AND RUBBER AT OPEN JUMP LOCATIONS. GYP AND PAINT AT BASKETBALL. UPPER PLATFORM 5'-6" VINYL BASE PLATFORM 6'-9" ANGLED WALL I 1t2" = 1'-0•' 1'-0" EVIS1 REF PLAN AND 3D FOR ANY STEP LOCATION LOWER PLATFORM 0" 3'- FINISH FLOOR 3'-0" REVIEWED FOR CODE COMPLIANCE APPROVED AUG 31 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 1 2017 PERMIT CENTER -r r L. VARIES; I EF - PLAN BOX PLATFORM SECTION I 314-.1,-0" RUBBER FLOORING ALL SIDES 3/4" TONGUE AND GROOVE FIRE RATED PLYWOOD, TYP NOSING, TYP. 6" X 18 ga. CSJ JOIST @ 16" O.C. s -aid" X 20 GA. METAL STUDS @ 16" 0.C. W/ 1/2" FIRE RATED PLYWOOD PLATFORM PLYWOOD TO BE FLUSH WITH RUNNER TRACK'W 6" X 18 ga. CSJ JOIST @ 16" 0.C. INTERMEDIATE SUPPORTS AT 4' MAX. PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGH- REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED B ERIC NIELSEN ARCHITECT cc etca TRAMPOLINE c/ z J ANDOVER PARK EAST TU KWI LA, WA 98188 PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS DESCRIPTION ADDENDUM 3 7 6/21/17 ADDENDUM 6 WATUK 30" X 42" SHEET SHEET CONTENTS: FRAMING DETAILS - PLATFORM A301 i REF. PLAN TOP OF PLYWOOD • PLATFORM TOP OF PLYWOOD •TOP OF STUD +l- PLATFORM 2'-0" 4 1/2" 1'-3"4 1/2" / FREESTYLE BARRICADE 3/4" = 1'-0" PLYWOOD ON ALL FACES CONTINUOUS TRACK FASTENED TO EACH STUD TYPICAL PLATFORM PONY WALLS ATTACHED TO SIDE OF JOISTS WITH SCREWS OR USING A TYPICAL TRACK AT TOP AND BOTTOM ADJACENT TRAMPOLINE FRAME DIAGONAL BRACING AT EACH JOIST NO PLYWOOD REQUIRED BELOW TRAMPOLINE FRAME 94 JUMP BOX FREESTYLE 3/4" = 1-0" NO PLYWOOD REQUIRED BELOW TRAMPOLINE FRAME DIAGONAL BRACING AT EACH STU D JUMP BOX FRAMED WITH TYPICAL PLATFORM STRUCTURE TRACK FASTENED TO EACH STU D PLYWOOD ON FACES NOT ADJACENT TO TRAMPOLINE TYPICAL PLATFORM PONY WALLS TYPICAL PLATFORM BELOW SLOPE AS REQUIRED FOR PLYWOOD TO MATCH ADJACENT TRAMPOLINE FRAME OR REF. PLAN FOR HTS. DIAGONAL BRACING AT EACH JOIST CONTINUOUS TRACK FASTENED TO EACH STUD PLYWOOD ON FACES NOT ADJACENT TO TRAMPOLINE TYPICAL PLATFORM PONY WALLS ATTACHED TO SIDE OF JOISTS WITH SCREWS OR USING A TYPICAL TRACK AT TOP AND BOTTOM TYPICAL PLATFORM BELOW NO PLYWOOD REQUIRED BELOW TRAMPOLINE FRAME FEATURE NOTES EDGES OF PIT MUST BE FIRE RATED PLYWOOD FROM PLATFORM TO FLOOR LEVEL PLYWOOD ON EURO FEATURE DOES NOT NEED TO BE FIRE RATED UNLESS REQURED BY THE LOCAL JURISTICTION 10' (V CV 0 i0 0 N 0 (o ti 0 Co <7 -0 FLUSH TRAMPOLINE NO PLYWOOD BELOW FRAME DECK IS TO BE INSTALLED AFTER TRAMPOLINES ARE INSTALLED SO PIT DIMENSIONS ARE APPROXIMATE. COORDINATE INSTALL OF AREA AROUND WARPED WALL WITH OWNER WARPED WALL BY OWNER 1/2" PLYWOOD ON ALL PIT FACES NONE REQUIRED ADJACENT TO WARPED WALL. TYPICAL METAL RAILING BY GC STEPS BY OWNER SLOPED JUMP BOX BY GC FINISH AND PADDING BY OWNER JUMP BOX BY GC FINISH AND PADDING BY OWNER 1/2" PLYWOOD SCREWED TO TRAMPOLINE FRAME BY GC. TYP AT ANGLED TRAMPOLINES BARRICADE BY GC FOAM BLOCK ON PLATFORM BY OWNER JUMP BOX BY GC FINISH AND PADDING BY OWNER SLOPED JUMP BOX BY GC FINISH AND PADDING BY OWNER FOAM BLOCK ON PLATFORM BY OWNER 1 4 • • II II 11 -11 1 11 11 11 11 11 11 11 0" 1 1 NO\V 11 11 11 11 11 7'-0" 1 1 1 3'-0" 7'-0" • • • MP DL1Nl- • • (8 A302 3'-0" • MPO -1 1 11 11 11 11 11 -11 11 II FREESTYLE ENLARGED PLAN WARPED WALL BY OWNER TYPICAL METAL RAILING BY GC STEPS BY OWNER SLOPED JUMP BOX BY GC FINISH AND PADDING BY OWNER JUMP BOX BY GC FINISH AND PADDING BY OWNER BARRICADE BY GC FOAM BLOCK ON PLATFORM BY OWNER N w VJ W Se Z E— U w ZI0j OU�- ft or) "r"''� w t7 11565 REGISTERED ARCHITECT JUMP BOX BY GC FINISH AND PADDING BY OWNER SLOPED JUMP BOX BY GC FINISH AND PADDING BY OWNE FOAM BLOCK ON PLATFORM BY OWNER REVIEWED FOR CODE COMPLIANCE APPROVED AUG 31 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 1 2017 PERMIT CENTER I '1 6/21/17 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGH REQUEST FOR THE RELEASE OF REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED E ERIC NIELSEN ARCHITECT re a TRAMPOLINE V♦ 0 cc Z J LI. r V♦ w co CC co ar CL co w Q on o a Z a� Ln Y Ln i - PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS # DATE 7 6/21/17 DESCRIPTION ADDENDUM 6 WATUK 30" X 42" SHEET SHEET CONTENTS: FRAMING DETAILS - FREESTYLE A302 FEATURE NOTES EDGES OF PIT MUST BE FIRE RATED PLYWOOD FROM PLATFORM TO FLOOR LEVEL PLYWOOD ON EURO FEATURE DOES NOT NEED TO BE FIRE RATED UNLESS REQURED BY THE LOCAL JURISTICTION GC TO CONSTRUCT FRAMING AROUND ANGLED TRAMPOLINE AFTER TRAMPOLINE FRAME HAS BEEN INSTALLED. DIMENSIONS ARE APPROXIMATE AND MAY NEED TO BE ADJUSTED IN FIELD. FOAM PIT 10'-2 1/2" FRAME PLATFORM PLATFORM TYPE B DIAGONAL BRACE AT BOTH OUTER FACES. TYPE A BRACES AT ALL STUDS BETWEEN OUTER FACES LAUNCH TRAMPOLINE BY OTHERS NO PLYWOOD REQUIRED BELOW PLATFORM TYP. PONY WALL UP TO 2" BELOW FRAME ALIGN FACE OF STUD WITH FACE OF FRAME PADS BY OTHERS PROVIDE TYP. 1' PLYWOOD STRIPS TOP AND BOTTOM DIAGONAL BRACE AT ALL PONY WALL STUDS DIAGONAL BRACE AT ALL PONY WALL STUDS MAIN PLATFORM: PLATFORM PLYWOOD FLUSH WITH TOP OF FRAME FIELD VERIFY AFTER FRAME INSTALL REVIEWED FOR BODE COMPLIANCE APPROVED AUG al 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 1 2017 PERMIT CENTER 7'-3 1/2" FRAME 2'-6" 1'-6" Dl y FENCE ALONG OUTER EDGE OF UPPER LEVEL AS SHOWN IN 3D VIEW \\\\\\\\\\\\\ •\ \ \ .................................... STEP. r ;- 5'-8" 2,-4" 15'-0" 2,-4„ 2'-4" PLATFORM 1,-10" 2'-4" ltt4lltCN.1t4LAV \ V'• 3 0 TRAPEZE DECK SECTION 3/4".1'-0" ♦♦�►r�♦♦p9i♦♦��♦♦0♦♦♦♦i♦ii1♦i♦i♦♦�4►♦moi •♦Ob♦♦♦♦i♦i• • JO ♦i♦i♦i♦i♦iii♦i�♦♦i + 4)* A • # 4* 4 1 • *# . S S . 4 _♦_♦_♦_♦_♦♦i♦moi♦i♦Oi♦i♦i�i♦Oii0♦♦���i...... tet. ♦-♦-♦-♦�i♦ice♦Di♦i♦O♦®��i♦i♦ii♦iO,i♦♦�♦4 '_4„., ...._.1. 0 3'-0" 6'-0" TYPICAL CHAIN LINK FENCE AS SHOWN GYP. ON OUTSIDE FACES PLYWOOD ON METAL STUD FRAMING PLYWOOD ON METAL STUD FRAMING PADS BY OWNER ON 1'-0" HORIZONTAL STRIPS OF PLYWOOD 3 5/8" METAL STUD BRACING, TYP. 3 5/8" X 20 GA STUDS @ 16" O.C. TRAMPOLINE FRAME BY OTHERS DETAIL DIMENSIONS ARE TO FACE OF PLYWOOD ANGLED LAUNCH PLATFORM 1 1/2" = z J1"-: Cf U w�<C �f-UW Z=0 -J o Et fl - U<C0 z 0 W w N r N rz. 11565 REGISTERED ARCHITECT JON NIELSEN OF Vt'ASHI 6/21/17 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGH- REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED B ERIC NIELSEN ARCHITECT TRAMPOLINE V♦ w co CC co a 1 - • co co cC w a > O o a Z_ a � L �. d' H PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS # DATE I DESCRIPTION 7 6/21/17 ADDENDUM 6 WATUK 30" X 42" SHEET SHEET CONTENTS: FRAMING DETAILS - TRAPEZE AND ANGLED LAUNCH A303 1 I 1 1 I 1 s 1 I I1 I{ I 1.I I 1 1 1 i I I I II I1 ' � ' - I TRAM IN ` I 1 I 1I 1 I I SOP D i I 1 1 I I 1 1I I 1 1 11 ; € ; I :J I I 1 I I 1 1 1 � 1 1 MAIN PLATFORM: PLATFORM PLYWOOD FLUSH WITH TOP OF FRAME FIELD VERIFY AFTER FRAME INSTALL REVIEWED FOR BODE COMPLIANCE APPROVED AUG al 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 1 2017 PERMIT CENTER 7'-3 1/2" FRAME 2'-6" 1'-6" Dl y FENCE ALONG OUTER EDGE OF UPPER LEVEL AS SHOWN IN 3D VIEW \\\\\\\\\\\\\ •\ \ \ .................................... STEP. r ;- 5'-8" 2,-4" 15'-0" 2,-4„ 2'-4" PLATFORM 1,-10" 2'-4" ltt4lltCN.1t4LAV \ V'• 3 0 TRAPEZE DECK SECTION 3/4".1'-0" ♦♦�►r�♦♦p9i♦♦��♦♦0♦♦♦♦i♦ii1♦i♦i♦♦�4►♦moi •♦Ob♦♦♦♦i♦i• • JO ♦i♦i♦i♦i♦iii♦i�♦♦i + 4)* A • # 4* 4 1 • *# . S S . 4 _♦_♦_♦_♦_♦♦i♦moi♦i♦Oi♦i♦i�i♦Oii0♦♦���i...... tet. ♦-♦-♦-♦�i♦ice♦Di♦i♦O♦®��i♦i♦ii♦iO,i♦♦�♦4 '_4„., ...._.1. 0 3'-0" 6'-0" TYPICAL CHAIN LINK FENCE AS SHOWN GYP. ON OUTSIDE FACES PLYWOOD ON METAL STUD FRAMING PLYWOOD ON METAL STUD FRAMING PADS BY OWNER ON 1'-0" HORIZONTAL STRIPS OF PLYWOOD 3 5/8" METAL STUD BRACING, TYP. 3 5/8" X 20 GA STUDS @ 16" O.C. TRAMPOLINE FRAME BY OTHERS DETAIL DIMENSIONS ARE TO FACE OF PLYWOOD ANGLED LAUNCH PLATFORM 1 1/2" = z J1"-: Cf U w�<C �f-UW Z=0 -J o Et fl - U<C0 z 0 W w N r N rz. 11565 REGISTERED ARCHITECT JON NIELSEN OF Vt'ASHI 6/21/17 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGH- REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED B ERIC NIELSEN ARCHITECT TRAMPOLINE V♦ w co CC co a 1 - • co co cC w a > O o a Z_ a � L �. d' H PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS # DATE I DESCRIPTION 7 6/21/17 ADDENDUM 6 WATUK 30" X 42" SHEET SHEET CONTENTS: FRAMING DETAILS - TRAPEZE AND ANGLED LAUNCH A303 NOTES: - DIMENSIONS ARE TO FACE OF PLYWOOD - FRAMING LAYOUT IS DIAGRAMATIC, JOIST AND STUD DIRECTION IS CONTRACTORS CHOICE - USE TYPICAL PLATFORM FRAMING AND MEMBER SIZES. - 1/2" PLYWOOD VERTICALLY AND 3/4" HORIZONTALLY BLOCKING AS REQUIRED DIAGONAL BRACING AT EACH STUD COORDINATE WITH EDGES OF PLATFORM OR CONSTRUCT FREESTANDING 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" STUNT FALL DETAILS AILS 1 314,. = 1'-0" 9 a> \ v \ \ 1'-6" 3'-0" 3'-0" 1'-6" 6'-0" 3'-0" 3'-0" 1'-6" 3'-0" 3'-0" LOWER PLATFORM 3'-0" FENCE ALONG OUTER EDGE OF UPPER LEVEL AS SHOWN IN 3D VIEW PLYWOOD ON METAL STUD FRAMING. MATCH TYPICAL PLATFORM CONSTRUCTION METAL PIPE GUARD RAIL MOUNTED TO SIDE OF STEP. 42" ABOVE SURFACE 3 5/8" METAL STUD BRACING, TYP. 3 5/8" X 20 GA STUDS @ 16" O.C. TRAMPOLINE FRAME BY OTHERS DETAIL DIMENSIONS ARE TO FACE OF PLYWOOD REVIEWED FOR CODE COMPLIANCE APPROVED AUG 31 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 1 2017 PERMIT CENTER 1 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGI— REQUEST FOR THE RELEASE OF REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED E ERIC NIELSEN ARCHITECT a TRAMPOLINE PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS # ; DATE DESCRIPTION 7 6/21/17 ADDENDUM 6 WATUK 30" X 42" SHEET SHEET CONTENTS: FRAMING DETAILS - STUNT FALL A304 co UK CENTRAL TE N c N 2 ag o c .73 � c ip m 0 i) EURO TRAMPOLINE 5'-6" FOAM PIT TRAMPOLINE FRAME 2'-6" EURO EDGE SECTION AT FOAM PIT2 3/4" =1 -0" T.O.W. • • • • • • • • • • • • • • • • • • OPENING PLATFORM FINISH FLOOR 0'-0" • • • • • • • TRAMPOLINE FRAMES INSTALLED BY OTHERS PLYWOOD SCREWED TO EURO FRAME BY CONTRACTOR PLYWOOD DOWN TO TRAMPOLINE FRAME ON ALL SIDES BY CONTRACTOR NO PLYWOOD BELOW FRAME, EXPOSED STUDS BEYOND n u i + Egzi 1/2" FACE OF STUD EURO RUNNING WALL SECTION 3/4" = 1'-0" TOP OF • JUMP BOX VARIES FRAME HT. CABLE BRACING TO STRUCTURE BY OWNER 2X6 BLOCKING 3-5/8" STUD BRACING AT EACH VERTICAL 6" STUD STUD TRACK W/ 2X6 BLOCKING AROUND PERIMETER OF OPENING POLYCARBONATE PANEL AND FRAME INFILL BY OWNER 1/2" FIRE RATED PLYWOOD ALL WALL SURFACES EURO TRAMPOLINE AND FRAME BY OWNER TYPICAL BRIDGING AND CLIPS FULL LENGTH OF WALL AND AT ALL KNOCKOUTS CROSS BRACING AT EACH STUD PROVIDE A CLARK DIETRICH MC687 MOMENT CLIP @ EACH STUD W/ 6 #12 SCREW CONTINUOUS BOTTOM TRACK 1 .JUMP BOX AT TRAMPOLINE 3/4" = 1'-0" REFERENCE PLANS FOR JUMP BOX HTS. PLYWOOD DOWN TO TRAMPOLINE FRAME FOAM PIT TRAMPOLINE FRAME INSTALLED BY OTHERS z\ N POLYCARB INFILL BY OWNER THIS DETAIL IS FOR COORDINATION PURPOSES ONLY ./"/".2 // PLAN CUT THROUGH PANEL SUPPORT RUNNING WALL ATTAHMENT DETAIL 1/2" = 1.-0" N.T.S. ADJACENT PANELS VERTICAL TUBE W/ POLY ATTACED TO ANGLE ON SIDES HORIZONTAWERTICAL EDGES POLY DIRECTLY ATTACHED DIRECTLY TO TUBE POLY SHEETS ALIGNED WITH RUBBER BELOW • TYP. • i • • • • • • 1 A305 SECTION 1 4 A305 TYP. FINISH FLOOR " CLEARANCE 17'-0" FRAME "CLEARANCE 17'X17' EURO TRAMPOLINE 12 A301 j---1" CLEARANCE 17'-O" FRAME t 12 A301 1" CLEARANCE, 1 "ABOVE. PLATE: ........................................ 1" CLEARANCE 17'-0" FRAME w 0 Z w J 0 4 A305 17'X10' EURO TRAMPOLIN E SECTION 2 3 A305 J L 17'X10' EURO TRAMPOLINE 1 A31201 J L 17'X10' EURO TRAMPOLINE J 4'-6' 10'-0" FRAME 1" CLEARANCE 1" CLEARANCE -I 1'-0" 1-5 1/2" FACE OF STUD) STEP i/ 10'-0" FRAME �1" CLEARANCE 1" CLEARANCE-' 1'-5 1/2" FACE OF STU RUNNING WALL W/ POLYCARBONATE INFILL TYPICAL GUARDRAIL OR CHAINLINK JUMP BOX TYPICAL PLATFORM CONSTRUCTION. CONTINUE TO DEMISING WALL NO PLYWOOD BELOW TRAMPOLINE 10'-0" FRAME 1" CLEARANCE 1" CLEARANCE) 5'-0" EURO ENLARGED PLAN AND SECTION RUNNING WALL CONTINUE FROM INSIDE EDGE TO DEMISING WALL. PROVIDE BLOCKING IN DEMISING WALLAS REQUIRED. SECURE TO STUD AT PLATFORM PONY WALL. TYPE B DIAGONAL BRACE FULL LENGTH PLATFORM PONY WALL 0 v POLYCARBONATE PANELS AND FRAME BY OWNER OPENING WALL AND OPENING BY GC FULL HT. PLYWOOD 0 4 - SECTION 2 2'-7" 12'-0" FINISH FACE NO TOLERANCE 2'-7" REVIEWED FOR CODE COMPLIANCE APPROVED AUG 3 1 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 1 2017 PERMIT CENTER (Li 1.1J N - ill < z 0 w o o 0 co Ct LLI 08/08/17 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED B' ERIC NIELSEN ARCHITECT cc TRAMPOLINE (f) cc U. co CC co ct Ln PROJECT NUMBER: 2015-0116 DRAVVN BY: EJ N APPROVED BY: EJ N ISSUE DATE: 11/30/2016 REVISIONS 10 08/08/17 ADDENDUM 9 WATUK 30" X 42" SHEET SHEET CONTENTS: FRAMING DETAILS - EURO A305 REVIEWED FOR CODE COMPLIANCE APPROVED BUALIUDtYGIN°3Gf T1Dukw2EV011:SlaniN "'"2" • -2"2"""‘"'"" >�»,.,,»w»w»»www.,w♦w,♦,,,.w.mw,ww..»»wm......»,w»mwwwwmwm♦www.�nwwwww.,..w.,.,ww..ww.,.,wwwmw»wwwwwwww,,,w»...,.,ww.,ww,,..»,w,,,»»»„w,-ww..w»ww,,,,.,..w,,,,..,,»,:.,..,.....,»..» • w».= »...♦...» u,ww..w w a..� w�.,anw»www..» »„w»n..n»n»w..,. »., n....»..»»»..,.,...wnnwwww..,.»,.w.w,.».wwwnw»....» n» �,.n.. m...�»,.... MEZZANINE 12'-6" UPPER PLATFORM 5'-6" LOWER PLATFORM 3'-0" FIRST FLOOR a" MEZZANINE 12'-6" NORTH INTERIOR ELEVATION 1 118" = 1'-0” UPPER PLATFORM 5'-6" LOWER PLATFORM 3'-0" FIRST FLOOR 0" EURO NINJA • PARTY PIT • eimv ei°e:moitii "eeo"iiec'reim �im�mra'miYmi c'mi emi emi ea sum eem:cem:ecm:ccm',\\\ STUNT FALL ern w♦..,w„w»ww»ww,.»w,,..w».,»»,..,..n,,...,,.n„w..»o..»»w»»w»w»w»..»..,m,.,.w..� ,, rx„;,,.n,,,,»,,,,»,,,,..,»»,,,,»»»»„»»»»»»„»r»»„».n»»„»;nr»»»»»».„»n» c f ....... .a•_:..... ...• ....<.a•• ... ......•.•...._._._ .._....._.................. .,� •.ems -••- - ••••.v ••••••••••••••-•.•• V • • ZIPLINE WEST INTERIOR ELEVATION 1 1/8” = 1'-0” OPEN JUMP I� it ■■il iii■ hm: m..m,�.. //////'' 7/1”. .177 ././A ,.»m...,»,,,»+,x»»„»,,,.m.»,.,,».,,,»»,,,,»»»»»,,,+mm.».»,,,,,,,,,,»»»,.,.»»»»,,,,,,..r»»„»»»»»,.»r»»»»»»mm..,.»,.,.,,.»,,.»w,.»»»,.,...»»»,,,,,.»m».,.,.,.,.rrm,»»,,,».»,.,,»,»,»„»»»»xx,,,,,,,„,,,,,»,.,»,,,.rm,,,,,,.x„xxm, vn»nrrxrr»rvmrrNNW,. m.»rr»n»»r»v„vrmm»xr»r»rnrrxrnv » v rxrnrnxn»rxxrrrrrrr»rrxrr»rr»»»r»vmrrxrr,++v»»»»»rrrxnrvmmv=r »»»rr,,»+,»»»n»vvx»»nrrr»rr nrvxvx»nnr n»nrrrrrrx,mrrrvmm,»»x » rr»mmxxrr»xrrrrrrrrxxxrrr»r»»xmm nr»»rnrrrrr»»»»mx rrx»rr rEr xn»r»x»xrrrxrxrr,,,,rrmm»r»»»nr.,n»rrrrrrv,,,v»,rxrr ' 2 i ' 4.. TRUSS AT WAITING BY OWNER WAIVER BY OWNER LAYOUT MODIFIED -CATWALKAND SLIDE REMOVED. - STUNT FALL LAUNCH PLATFORM NOW BY GC - NINJA, EURO, BASKETBALL AND - DODGEBALL SWITCHED LOCATIONS. - WARPED WALL REMOVED AND REPLACED WITH OWNER PROVIDED. - EXISTING LIGHTING IN MAIN AREA TO REMAIN PAINT WALLS AROUND PERIMETER OF MEZZANINE ACCENT COLOR. VERIFY COLOR WITH OWNER •MEZZANINE 12'-6” UPPER PLATFORM 5'-6” LOWER PLATFORM 3'-0" FIRST FLOOR F "1 1 SOUTH INTERIOR ELEVATION 1/8" = 1'-0" PAINT ALL WALLS, STRUCTURE AND CELING BLACK MEZZANINE 12'-6" UPPER PLATFORM. 5'-6" LOWER PLATFORM 3'-O" FIRST FLOOR 0" 77.177 ,7,67/ / A/7 /7 AY /97/ /7/7Z/7 /7 // OPEN JUMP FREESTYLE AV ARRAY BY OWNER n,r,♦rw♦„'.♦�rw.»w»»»wwwwrw»wrwwmm»w»»»mw»»»»r.,,,,.�»vn,»rrm»»»»»wr�♦» wmww»»ww»»»wwm wm»mwwm»w,wmm »»»wmwm»mwwwm w»www»wmm»xr»» xmwwmw»»wmmm»» »m♦»„+m»m,+♦»rr♦♦♦�v� mw I ti • os•em:ras:=..o =1:36. psaws:m•„ EHE R�•.•� •1211=11.1.21123.13.•11 1=11.1 ml.'31b2 FRONT DESK A EAST INTERIOR ELEVATION t ti\� ad t..., +11.9• 2! 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Ory'.p, lified tOSIome tz et$5:. re 0 0 of the F .AMa o.n ft Ci"i37d 3L I •�: C �'...�{• fi 13:x. r.4..•:: rw'ef pr€c6 'or • 3a OperitLeVer Accent Lever • potentia coil GIrtwrap available. • a rd s on firs without free Prime d chooseOne Day' Shipplb Latitude Lever e r jr: Fr 3'-0" METAL DOOR, HOLLOW METAL FRAME, PAINTED DOOR TYPES 1 1/4,.= 1,-0" 3'-0" METAL DOOR WITH VISION PANEL, HOLLOW METAL FRAME, PAINTED 1/4" TEMPERED GLASS \T PAIR OF STOREFRONT DOORS WITH PANIC HARDWARE BLACK ANODIZED FINISH 9 ti NOTE: PAINT INTERIOR DOORS AND FRAMES GLOSS PT -2 BLACK DOOR SCHEDULE NEW MARK DOOR TYPE HARDWARE SET NOTES NOTES 100 EXISTING GC TO VERIFY WORKING CONDITION OF DOORS AND HARDWARE REKEY, VERIFY EXISTING PANIC HARDWARE IS IN WORKING ORDER AND EQUAL TO SPECIFIED. PROVIDE SPECIFIED IF NOT. 100 B 6 CONSULT TENANT REGARDING ADDITIONAL INFORMATION ABOUT SECURITY SYSTEM AND KEYING. ALL LOCKS TO BE KEYED TO BASE BUILDING GRAND MASTER SYSTEM. SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION. 7 101 A EXISTING ALL HARDWARE TO BE IN COMPLIANCE WTH APPLICABLE CODE AND REGULATIONS INCLUDING THE ADA. PAINT, REKEY, VERIFY EXISTING PANIC HARDWARE IS IN WORKING ORDER AND EQUAL TO SPECIFIED. PROVIDE SPECIFIED IF NOT. 101 D EXISTING PROVIDE TEMPORARY HARDWARE IF DELAYS IN ACQUIRING FINISH HARDWARE WILL PREVENT INSTALLATION OF DOORS ON TIME. PATCH ANY DAMAGE FROM TEMPORARY HARDWARE. 101C 4 H1 11/2HRDOORIN2HRWALL 102 2 H3 PARTY ROOM 103 2 H3 PARTY ROOM 106 EXISTING E PAINT, CUT IN VISION PANEL, REKEY 135 1 E NEW UTILITY 207 1 E NEW MECHANICAL DOOR SCHEDULE EXISTING/ MODIFIED GC TO VERIFY EXISTING DOOR HARDWARE MEETS FOLLOWING CRITERIA MARK DOOR TYPE HARDWARE SET NOTES 100 EXISTING GC TO VERIFY WORKING CONDITION OF DOORS AND HARDWARE REKEY, VERIFY EXISTING PANIC HARDWARE IS IN WORKING ORDER AND EQUAL TO SPECIFIED. PROVIDE SPECIFIED IF NOT. 100 B 6 CONSULT TENANT REGARDING ADDITIONAL INFORMATION ABOUT SECURITY SYSTEM AND KEYING. ALL LOCKS TO BE KEYED TO BASE BUILDING GRAND MASTER SYSTEM. SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION. 7 101 A EXISTING ALL HARDWARE TO BE IN COMPLIANCE WTH APPLICABLE CODE AND REGULATIONS INCLUDING THE ADA. PAINT, REKEY, VERIFY EXISTING PANIC HARDWARE IS IN WORKING ORDER AND EQUAL TO SPECIFIED. PROVIDE SPECIFIED IF NOT. 101 D EXISTING PROVIDE TEMPORARY HARDWARE IF DELAYS IN ACQUIRING FINISH HARDWARE WILL PREVENT INSTALLATION OF DOORS ON TIME. PATCH ANY DAMAGE FROM TEMPORARY HARDWARE. PAINT, REKEY, VERIFY EXISTING PANIC HARDWARE IS IN WORKING ORDER AND EQUAL TO SPECIFIED. PROVIDE SPECIFIED IF NOT. 101 E EXISTING INSTALL SURFACE MOUNTED CLOSERS AT INTERIOR SIDE OF ROOM UNLESS OTHERWISE NOTED. RE KEY AND LOCK SHUT. 101 F EXISTING DETEX ALARM CONTACT SWITCHES SHALL BE RECESSED INTO THE TOP OF THE DOOR & HOLLOW METAL FRAME ABOVE. PAINT, REKEY, VERIFY EXISTING PANIC HARDWARE IS IN WORKING ORDER AND EQUAL TO SPECIFIED. PROVIDE SPECIFIED IF NOT. 101 H EXISTING THE OPENING FORCE OF ALL EXT. PUSH/PULL DOORS SHALL NOT EXCEED 8 1/2 LBS. THE OPENING FORCE OF ALL INTERIOR PUSH/PULL DOORS SHALL NOT EXCEED 5 LBS. PAINT, REKEY, VERIFY EXISTING PANIC HARDWARE IS IN WORKING ORDER AND EQUAL TO SPECIFIED. PROVIDE SPECIFIED IF NOT. 104 EXISTING H3 PAINT, CUT IN VISION PANEL, REKEY 105 EXISTING E PAINT, REKEY (RENUMBERED TO MATCH ELECTRICAL ROOM 105) 105B EXISTING E PAINT, REKEY 108 EXISTING PAINT 109 EXISTING PAINT 110 EXISTING (NONE) 111 EXISTING (NONE) 112 2 E EXISTING TO REMAIN 113 EXISTING E PAINT, REKEY (RENUMBERED TO MATCH ELECTRICAL ROOM 113) 133 EXISTING E PAINT, REKEY 134 EXISTING E PAINT, REKEY 136A EXISTING I REKEY, VERIFY EXISTING PANIC HARDWARE IS IN WORKING ORDER AND EQUAL TO SPECIFIED. PROVIDE SPECIFIED IF NOT. 136B EXISTING REKEY, VERIFY EXISTING PANIC HARDWARE IS IN WORKING ORDER AND EQUAL TO SPECIFIED. PROVIDE SPECIFIED IF NOT. 137 EXISTING PAINT 138 EXISTING PAINT 142 EXISTING PAINT, LOCK SHUT 203 EXISTING PAINT 204 EXISTING PAINT 205 EXISTING PAINT 206 EXISTING PAINT OH 136A EXISTING RE KEY AND LOCK SHUT. OH 136B EXISTING RE KEY AND LOCK SHUT. OH 136C EXISTING RE KEY AND LOCK SHUT. OH 136D EXISTING RE KEY AND LOCK SHUT. OH 136E EXISTING RE KEY OH 136F EXISTING RE KEY AND LOCK SHUT. OH 136G EXISTING RE KEY AND LOCK SHUT. 101B REMOVED PAIR OF METAL DOORS PAINTED 7'-0" +/— NOT USED OVERHEAD COILING SIZE TO BE FIELD VERIFIED DOOR & HARDWARE NOTES 1 OWNERS MURALIST WILL PAINT ROOM NUMBERS/GRAPHICS ON DOORS. COORDINATE WITH OWNER AND HAVE ALL DOORS READY WHEN MURALIST IS SCHEDULED TO BE ON SITE. 2 NOT USED IF THERE ISA SIGNIFICANT SAVINGS, PROVIDE OWNER WITH A PRICE ALTERNATE FOR 3 HINGE DOORS. 3 RE KEY ALL EXISTING DOORS 4 GC TO VERIFY WORKING CONDITION OF DOORS AND HARDWARE 5 NOT USED IF THERE IS A SIGNIFICANT SAVINGS, PROVIDE OWNER WITH A PRICE ALTERNATE FOR 3 HINGE DOORS. 6 CONSULT TENANT REGARDING ADDITIONAL INFORMATION ABOUT SECURITY SYSTEM AND KEYING. ALL LOCKS TO BE KEYED TO BASE BUILDING GRAND MASTER SYSTEM. SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION. 7 ALL HARDWARE IS TO BE INSTALLED WTH CONCEALED FASTENERS. 8 ALL HARDWARE TO BE IN COMPLIANCE WTH APPLICABLE CODE AND REGULATIONS INCLUDING THE ADA. 9 PROVIDE TWO (2) KEYS FOR ALL SPECIFIED LOCKSETS AND TURN OVER TO TENANT PRIOR TO MOVE—IN. 10 PROVIDE TEMPORARY HARDWARE IF DELAYS IN ACQUIRING FINISH HARDWARE WILL PREVENT INSTALLATION OF DOORS ON TIME. PATCH ANY DAMAGE FROM TEMPORARY HARDWARE. 11 PROVIDE LOCAL ALARM & SIGN "EMERGENCY EXIT ONLY -ALARM WILL SOUND" AT DESIGNATED DOORS. 12 INSTALL SURFACE MOUNTED CLOSERS AT INTERIOR SIDE OF ROOM UNLESS OTHERWISE NOTED. 13 GC TO INSTALL ACCESSIBILITY DOOR SIGNS WHERE REQ'D BY LOCAL CODES. 14 DETEX ALARM CONTACT SWITCHES SHALL BE RECESSED INTO THE TOP OF THE DOOR & HOLLOW METAL FRAME ABOVE. 15 ALL EXIT DOORS SHALL BE KEYLESS IN THE DIRECTION OF EGRESS. 16 THE OPENING FORCE OF ALL EXT. PUSH/PULL DOORS SHALL NOT EXCEED 8 1/2 LBS. THE OPENING FORCE OF ALL INTERIOR PUSH/PULL DOORS SHALL NOT EXCEED 5 LBS. 17 ALL DOOR HARDWARE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. 18 ALL DOORS AND FRAMES TO BE INSTALLED PLUMB AND LEVEL. ACCURATELY ALIGNED AND SECURELY ANCHORED. ADJUST DOORS AND HARDWARE FOR SMOOTH OPERATION. 19 G.C. TO UNDERCUT DOORS AND FRAMES IF NECESSARY TO PROVIDE ALIGNMENT OF FRAMES AT HEAD. 20 G.C. TO SUBMIT ALL DOOR, FRAME AND HARDWARE SCHEDULES AND SPECS INCLUDING CATALOG CUTS FOR ARCHITECT'S REVIEW. 21 G.C. TO VERIFY THAT ALL EXISTING EXTERIOR DOORS HAVE DRIP EDGES AND PROVIDE IF MISSING. DOOR HARDWARE H1 ENTRY 2 EA CLOSER LCN 4021 x 18 6 EA HINGES OFFSET PIVOT ANSI —A-156.4 GRADE 1; PROVIDE EXPOSED PARTS OF CAST ALUMINUM ALLOY, AS SUPPLIED BY DOOR MANUFACTURER. 2 EA PUSH/PULL HANDLE KAWNEER #CO -9 OR HAGER PUSH/PULL SET 164DN/B. 2 EA PANIC HARDWARE ADAMS RITE MFG. CO. 8600 SERIES (FINISH TO MATCH STOREFRONT DOOR) 1 EA THRESHOLD NATIONAL GUARD PRODUCTS, INC. SADDLE TYPE THRESHOLD 325, 72" WIDE x 1/2" RISE (ADA ACCESSIBLE). 1 EA WEATHER STRIPPING: PROVIDE COMPRESSION WEATHER STRIPPING AGAINST FIXED STOPS. AT OTHER EDGES PROVIDE SLIDING WEATHER STRIPPING RETAINED IN ADJUSTABLE STRIP MORTISED INTO DOOR EDGE. PROVIDE EPDM OR VINYL GASKET WEATHER STRIPPING IN BOTTOM DOOR RAIL ADJUSTABLE FOR CONTACT W/ THRESHOLD. 1 EA SIGN MOUNT ONTO DOOR, TO READ "THIS DOOR MUST REMAIN UNLOCKED WHENEVER THE BUILDING IS OCCUPIED/DURING BUSINESS HOURS." H2 EMERGENCY EXIT 3 EA HINGE 4 1/2" x4 1/2" STD. BB1279 HAGER 1 EA CLOSER 4111 H—CUSH ALUM LCN 1 EA PANIC 9975E0—LD 36" SP28 V.DUPRIN 1 EA TRIM 990DT US26D V.DUPRIN 1 EA EXIT ALARM EAX2500 FLUSH DETEX 1 EA LOCKGUARD CLP110 US32D DON—JO 1 EA WEATHER STRIP160V 36 X 84 N.GUARD 1 EA THRESHOLD 325HD 36" N.GUARD 1 EA SWEEP 101VA 36" N.GUARD H3 TYPICAL 3 EA HINGE 4 1/2" x 4 1/2" STD. BB1279 HAGER 1 EA CLOSER 1461 RW/PA ALUM LCN 1 EA PUSH PLATE 30S 4 X 16 US28 HAGER 1 EA PULLPLATE H33E 4 X 16 US28 HAGER 1 EA VIEW FRAME LFRA100 6 X 27 DKB N.GUARD 1 EA GLASS 5X26X 1/4" UMCO 1 EA DEADBOLT B660R 626 SCHLAGE 1 EA DOOR STOP 236W US32D HAGER 1 EA KICKPLATE 190S 8 X 34 US28 HAGER E L 11565 REGISTERED ARCHITECT ,.,ON NeELSE 08/08/17 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGH' REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED B ERIC NIELSEN ARCHITECT REVIEWED FOR CODE COMPLIANCE APPROVED AUG 31 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 1 2017 PERMIT CENTER httI4o �y ce a TRAMPOLINE V♦ 3 0 z -J ANDOVER PARK EAST L) TU KWI LA, WA 98188 PROJECT NUMBER: 2015-0116 DRAWN BY: EJ N APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS 8 10 7/13/17 08/08/17 ADDENDUM 7 ADDENDUM 9 WATUK 30" X 42" SHEET SHEET CONTENTS: DOOR SCHEDULE, HARDWARE, AND FRAME TYPES A600 LAYOUT MODIFIED - CATWALK AND SLIDE REMOVED. - STUNT FALL LAUNCH PLATFORM NOW BY GC - NINJA, EURO, BASKETBALL AND - DODGEBALL SWITCHED LOCATIONS. - WARPED WALL REMOVED AND REPLACED WITH OWNER PROVIDED. - EXISTING LIGHTING IN MAIN AREA TO REMAIN FINISH SCHEDULE ACT -1 NOT USED CP NOT USED GYP FIRE RATED GYPSUM BOARD, PAINTED MEL -1 BLACK MELAMINE PLAM-1 ABET LAMINATI 421 SEI -BK (OR EQUAL) PT -1 PAINT, SHERWIN WILLIAMS - 7072 ONLINE GRAY - ROOMS PT -2 PAINT, SHERWIN WILLIAMS - 6258 TRICORN BLACK - EVERYTHING UNO RB RUBBER COVE BASE 4" BLACK - ALL GYP & FRP WALLS SC SEALED CONCRETE - TROWELED TO A HIGH SHEEN FINISH AND SEALED FRP FIBERGLASS REINFORCED PANELS - WHITE - RESTROOMS ALL WALLS TO 8', PROVIDE J OR T MOLDING AT ALL EDGES VCT ARMSTRONG CLASSIC BLACK 51910 AND SOFT WARM GRAY 51861 IN 6' DIAMOND PATTERN PT -3 PAINT, SHERWIN WILLIAMS - 6958 DYNAMIC BLUE, REF A700 FOR PAINT LOCATIONS PT -4 PAINT, SHERWIN WILLIAMS - 6931 JOLLY GREEN, REF A700 FOR PAINT LOCATIONS N 11Z w � VJ ww <C ZE--UW aJ Z_ Q J 0004) > 0<(Do E- W w CO GRAY, ALL OTHER LOCATIONS ADJACENT TO MEZZANINE BLACK ON MEZZANINE SIDE FACE OF CORE AREA WALLS, INTERIOR FINISHES ARE TO REMAIN BLUE ON WALLS FACING OPEN AREA PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED B ERIC NIELSEN ARCHITECT ONE BLACK ACCENT WALL IN EACH PARTY ROOM REVIEWED FOR CODE COMPLIANCE APPROVED AUG 31 2017 cc a TRAMPOLINE co U (7) Z J PROJECT NUMBER: 2015-0116 City of Tukwila BUILDING DIVISION DRAWN BY: EJ N APPROVED BY: EJN ISSUE DATE: 11/30/2016 Et; ISI REVISIONS RECEIVED CITY OF TUKWILA AUG 1 1 2017 1 7 10 DATE 1/25/17 6/21/17 08/08/17 DESCRIPTION ADDENDUM 1 ADDENDUM 6 ADDENDUM 9 PERMIT CENTER ENTRY AXON 1 WATUK 30" X 42" SHEET SHEET CONTENTS: PERSPECTIVES AND 3D VIEWS 21AXON A700 CONDUIT cAtf Page: APpkwo. 4 0R# ED KWILA 2017 NTER CONTRACTOR TO VERIFY WITH OWNER THAT THIS IS THE CURRENT AV PLAN PRIOR TO INSTALL. INSTALL EQUIPMENT AS LOCATED ON AV IF THERE IS A CONFLICT WITH LOCATION SHOWN ON ELECTRICAL. Dates: Created: 31 -Jan -17 Modified: 27 -)un -17 SUPPORT DRAWINGS 1 Page: 1 one (1) 2" EMT conduit w/bushings to nearest accessible roof beam/purlin in main park area two (2) 3A" continuous (no stubs) conduit w/pull string & bushings to central array two (2) 1" continuous (no stubs) conduit w/pull string & bushings to approx center of front counter two (2) 1" continuous (no stubs) conduit w/pull string & bushings to service entrance (demarcation) for CAT V/ i n to rn et/ tel eph on y one (1) 1" continuous (no stubs) conduit w/pull string & bushings to waiver station one (1)3A" condnuous (no stubs) conduit w/pull string & bushings from system headend to fire panel one (1) 3" stub w/bushings to just above office ceiling for office data run(s) NOTE: run continuous to data port(s) for hard ceiling situations on -wall enclosure on -wall display manager's office - typ. (system headend) one 1" continuous (no stubs) conduit w/pull string & bushings to system headend waiver station typ. 72" 147 _ _ I 1\• I 1 1 duplex outlet i /' duplex outlet 1 ell Ir ., INYI \ //^\\ // \ \4., \V% _ 1 1 /i' 1 1\I 1 /1 1 / 1 $it" conduit 39" or below outlet(s) facing up in 4" square box ceiling outlet - typ. E sea note 11 ..I 110 tiale outlets a b c c need to be within the trussing les note 04wNw &14 see note 08, 14 & 16, see note 01,02,03,04, 05,0607&15 (Ax see note 12 NOTES 01. System headend will be located in manager's office and one circuit with double duplex outlet will be required- located 86" AFF - see support page for elevation 02. One (1)'/." continuous (no stubs) conduit w/pull string & bushings from system headend to fire panel 03. Two (2) 1" continuous (no stubs) conduit w/pull string & bushings from system headend to service entrance (demarcation) for CATV/intemet/telephony 04. Two (2)'/." continuous (no stubs) conduit w/pull string & bushings from system headend to central array 05. One (1) 1" EMT conduit from approximate center of front counter to nearest accessible roof beam/purlin in main park area and two (2) 1" continuous (no stubs) conduit w/pull string & bushings to system headend 06. One (1) 1" continuous (no stubs) conduit w/pull string & bushings from waiver station data port/junction box to to system headend- see support page for elevation 07. One (1) 2" EMT conduit from system headend to nearest accessible roof beam/purlin in main park area 08. Outlets to be regulated by two master switches. Switches will be generally located behind front counter - specific location to be determined by park operator 09. Outlets should be placed in a fashion that allows fixture to be mounted on the lowest part of the beam/purlin - see support page for elevation 10. Outlet locations for all CATV or SATV sourced flat panel displays are to be specified by park operator/designer and require a second/vacant conduit from system headend for routing of signal cabling see note 8,9&16 see note 11 11. Digital signage display locations for the front counter require a non -switched duplex outlet to be positioned on the wall nearest to, and 11,-0" AFF to the bottom of outlet 12. Manager's office requires multiple data junction boxes with minimum'/." stub to a location accessible from the system headend - an adjacent general purpose outlet is required 13. One 'always on' circuit with 'k" continuous (no stubs) conduit w/pull string & bushings to central array for audio signal feed to device situated on the floor beneath the angled trampoline 14. Dedicated circuits a. outlets regulated by switch 'a' as described in #08 above b. outlets regulated by switch 'b' as described in #08 above c. unregulated outlets 15. We require one dry contact closure from fire panel for audio system mute (N.O. relay) 16. Outlets designated a/b to be dual duplex with one duplex regulated by master switch 'a' and & the other regulated by master switch 'b' 17. One (1)'/a" condnuous (no stubs) conduit w/pull string & bushings from adjacent to outlet to central array I LI __uvavotnio aairtiot AV SHEETS ARE PROVIDED FOR REFERENCE ONLY. REFERENCE ELECTRICAL FOR DETAILS system headend arena entertainment array A data junction 1-1 box xaceiling dual duplex outlet ceiling duplex. outlet qpfloor level duplex outlet - constant high wall duplex outlet - constant outlet within trussing Dates: Created: 31 -Mar -17 Modified: 27--)un-17 ELECTRICAL Page: 3 when the fire panel issues an event, the general l ghtln must turn on and the S ligh imust turn of L N L fire alarm contact. (close during fire alarm event) contactor relay - typ. o o� contactor coil fire alarm contact (open during fire 7 --- alarm event) switch A e-(- O} O switch 5 A -(11)- -lb- -b- -(11)_ -d1)- contactor coil d o) a A -Qb- -Qb- -QD- -dD- -(11- contactor coil general lighting loads & switches Dates: Created: 31 -)an -17 Modified: 27 -Jun -17 SUPPORT DRAWINGS 2 Page: 2 • 9A see note 06 NOTES 01. System headend will be located in manager's office and one circuit with double duplex outlet will be required - located 86" AFF - see support page for elevation 02. One (1)'/." continuous (no stubs) conduit w/pull string & bushings from system headend to fire panel 03. Two (2) 1" continuous (no stubs) conduit w/pull string & bushings from system headend to service entrance (demarcation) for CATV/intemet/telephony 04. Two (2) s/4" continuous (no stubs) conduit w/pull string & bushings from system headend to central array 05. (A) One (1) 1" EMT conduit from approximate center of front counter to nearest accessible roof beam/purlin in main park area (8) Two (2) 1" continuous (no stubs) conduit w/pull string & bushings to system headend 06. One (1) 1" continuous (no stubs) conduit w/pull string & bushings from waiver station data port/junction box to system headend - see support page for elevation 07. One (1) 2" EMT conduit from system headend to nearest accessible roof beam/purlin in main park area 08. Outlets to be regulated by two master switches. Switches will be generally located behind front counter - specific location to be determined by park operator 09. Outlets should be placed in a fashion that allows fixture to be mounted on the lowest part of the beam/purlin - see support page for elevation 10. Outlet locations for all CATV or SATV sourced flat panel displays are to be specified by park operator/designer and require a second/vacant conduit from system headend for routing of signal cabling see nc StACktiNgi SAME 15,x42 OFFICE } 106 e 12 see note 12 conduit pathways shown are provkied only to indicate end points - actual routing will be determined by Installer STUN!' FALL 2O%1 see note 12 11. Digital signage display locations for the front counter require a non -switched duplex outlet to be positioned on the wall nearest to, and 11'-0" AFF to the bottom of outlet 12. Manager's office requires multiple data junction boxes with minimum 3/4" stub to a location accessible from the system headend - an adjacent general purpose outlet is required. 13. One 'always on' circuit with 'h" continuous (no stubs) conduit w/pull string & bushings to central array for audio signal feed to device situated on the floor beneath the angled trampoline 14. Dedicated circuits a. outlets regulated by switch 'a' as described in #08 above b. outlets regulated by switch 'b' as described in #08 above c. unregulated outlets 15. We require one dry contact closure from fire panel for audio system mute (N.O. relay) 16. Outlets designated a/b to be dual duplex with one duplex regulated by master switch 'a' and & the other regulated by master switch 'b' 17. One (1) 'A" continuous (no stubs) conduit w/pull string & bushings from adjacent to outlet to central array see note 06 EVISl system hea' arena entertainment array 3/4" conduit /1" conduit /2" conduit RECE CITY OF T AUG1 Dates: Created: 31 -Mar -17 PERMIT Modified: 27 -Jun -17 cn LLIv�� LU U <C � Q Ce r F- LU W PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT, REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED BY ERIC NIELSEN ARCHITECT o. W J 0 d F- H V >IA LieOC t� Z PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS # DATE I DESCRIPTION 7 6/21/17 ADDENDUM 6 08/08/17 ADDENDUM 9 WATUK 30" X 42" SHEET SHEET CONTENTS: AV LAYOUT (FOR REFERENCE ONLY) AV100 FOAM CUBES William T. Burnett & Co. Envirollte, LLC Attention: Quality Control 295 Elm Street Birmingham, MI 48009 2112 Montevideo Road Jessup, MD 20794 Tel: 410-7994788 Pax:. 410.799.847 June 24, 2014 This letter is to certify that our E1545R3 polyether polyeurthane foam, color R-2050, run 170C produced to WTB number 65748 with your P,C. # 1355, in accordance with your instructions, meets the requirements of California Technical Bulletin 117, Section A, Part 1, and Section D, Part ll, for Resilient Cellular Materials. in addition, this foam .aro meets the ?bum resistance requirements of Section S4.3 of the Federal Motor Vehicle Safety Standard No, 302. Compliance with FMVSS 302 and CAI.. NO. 117 was determined in our laboratories by testing representative samples in accordance with the procedures of these standards. Both California Technical Bulletin No. 117 and Federal Motor Vehicle Safety Standard No. 302 are small-scale procedures for testing the relative fame retardarrcyF of materials and are not intended herein to reflect hazards presented by this shipment of materials or any other material under actual fere conditions. William T. Burnett Co. CERTIFIED TEST REPORT Et:viroiite, LLC Attention: Quality Control 295 Elm. Street Birmingham, MI 480.09 TYPE OF FOAM: RUN NUMBER: DA'L'E MANUFACTURED: PURCHASE ORDER No.: WTB Iia . : E1545R3 170C 6/19/2014 1355 65748 / 65 t .i8 MEASURED PROPERTY TYPE OF TEST DENSITY C: (lbs/ft) (kg/M3) TENSILE STRENGTH: (psi) (kPa) TENSILE ELONGATION: TEAR. STENGTH: (p.Ii) (N/M) IFD 25% deflection: (lbs/50 (N/323 cm2) IFD 65'; deflection: (lbs/50 (N/323 cm-) FLAME TEST CLASSIFICATION CAL 117 A+D MINIMUM SPECIFICATION �.3] 20.99 12.0 83.0 150% 1.5 262.5 35.00 156.00 65.00 289.00 California TeChnicai. Bulletin 117 Test Requirements: • Average Char length: 6 inches, max O Average After --flame: 5 seconds, max s Average After -glow: 15 seconds, max 2112 Montevideo Road Jessup, MD 20794 Tel 410-799-1788 Fax 410-799-8467 June .24, 2014 TEST RESULTS 1.50 24.03 20.7 142.7 190% 3. 554.8 45 201 92 411 Color Thickness, in. Char length, in. After -glow, sec. After -flame, sec. GY505 0.. 5 RESULT - PASS 0 *Test Methods: ASTM D3574 -(latest edition) unless otherwise noted. ALL MATERIALS USED IN THE SPACE ARE TO MEET REQUIREMENTS FO THE CURRENT BUILDING CODE AND ANY ADDITIONAL LOCAL REQUIREMENTS. N CN W •�. V1 1/4-)W W Q Z H Ow Z _ oft or) UQ�� -/ O W Z W m Et irrrolite.'a premium, foatri anheSoffer a Varietyet p calfoesand s s3 including: gymnastic's' facilities, motorcycle, OMX,.M and skateboard cam Pits, Our ;o rn ma :a.\ ;4iInb; in t`.awing :c.olarw royal bbie; orange,.red, yellow and charcoal- etast:etn colors available upon special order.. PRODUCT :SPECIFICATIONS: High-quality cues, in 6" and .83 sizes Open -cell polyurethane foam. 01.45# density, 45 DLO 0 Meets California Technical Bulletin 117 standards' :Available: in royal Mile, orange :red. yellow and: charcoal colors: c ustom colors available upon special order ENVIROUTE PROVIDES: 0-Vacuumipacked.foarnIO r l imizw'freigh s costs Quick order turn -around time :0 Competitive brims Superb .customer service Agility for special orders •0Veriety+ of Colors and sizes CONTACT UUS, TILL -FREE AT 1-888-222-2)91 or email us at infolgenv rolite.corn for a quote. .r.4s a longtime gytxrnastics.coaclh, rye always fi3ad8 safety a .top .,prtarrty for my athletes... Envirol tc `s. foam products provide optimal cushioning: and comforts enabling my gymnasts to •tra n with confidence. Env rolite's. Pit Foafrr Cubes are the most durable and consistent. product I've scan in years, which is why I've made it the padding of choice for my athletes." Gymnastics al... a s _J _ i -u':. 'f K. yeti.. 12/09/2016 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGI- REQUEST FOR THE RELEASE OF REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED 1 ERIC NIELSEN ARCHITECT OC a TRAMPOLINE PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS DATE ; DESCRIPTION WATUK 30" X 42" SHEET SHEET CONTENTS: MATERIAL INFO - FOAM CUBES & RUBBER FLOORING X100 RUBBER FLOORING �.Certificate tektificate of Compliance. The. surface .ffat2c3#1#r characteristics t~ri&tt��:3tIr ;_ '..5 €3t�.�S. �:. � :3 . 4 and. � have been,tested v�:e found.. cn . e;t.h7 reqtirctcYts :of thm.'. i'lese:contact Ale if . you have any additional. Sincerely, ,r-�.. ♦\-ot\\*�\O 4 \ rx # i4��1rpl�� �i;£ tL3€erfat#itt:3enact:products Y \ �.?� an z#7.t�p-�'f3r3'it�.��-kt i��l�£)#'citt3#' per, ASTM �� ...�...'�. z'��� samplestested �tardard. quest.kms: .; . � .. ay..:.. -•as .a .. , .:.�::.. ..., . .:. .:, . .\ .:. r ... ....... .. ? .., f f... ........ .' :\.i (.✓ va .. ..v.. .. ........ \' •.`.+\. �.\: \: \: ', 4.: v.•. ....: >....:.. ♦ } a....\. -a:. . \\\4\ of COmptiance. epi�etint#ie.sarles of Eco.re ittet1%lroins:+;WrI3Sf.(Zones _ : ; .. �i�f> �1�E1'~I3t ���3t�TEltt3#'� ..jam' AS7.1!..M ;�; .�fi�"�. {�'.#'�t#CE�X �.�E�'f�.l�� �-''{U�� tr..floor . covc•ingsas'. escrretx Section 10 Z74 standard for. ' 4 . . :' , !. f. 7 i. 'v : .. . . .{ � ._ s iO .' P%t.c'iSEy. s,c�nt�ie`t.xn:ie. tf. � orl.I1��c ����. Kistcitttv�:<�f. ��€c.5f#.;;.�xs. Smt.erel et, �/ . ,�...,�> f7 '. .../=- 7 . 7;-'.:..--7 I r n 1 r'ial, Ph. DD. l c\se t ch. and Development Manner E('{RE International ...fir\ . v r .... a.:t \ \ ...%:,71.,i;..:, a a C'\ .. •. \.. ♦. \ \ 2:land 4)t3CFCt5. ftveieet % :�C�arz it tt#"C�ss��CLD ails 11.E � ����� �m-um of O-heNPA :I.01: L,/e.si..ty RE° It odc:.. CODE BUIUi}IN� teSte£ REVIEWED APPROVED Mk2011 Cit' <-. the ` COMPLIANCE 3 of by. 3# minim -um: i (�{¢j} 4' Drt\\ i al y0. ., lr ootlf a".,•aatron of the- product and rhai ufa twer 1:1.I'roduct Name; Ev rac"$s . L$aassac:a olas: & Tri es, ttra a cess' .egr;md. 1>2 Company befalls: SCORE International Inc. P;0 Box 989, 715 Foe etal ii Avenue, I:ancaster . PA 17601 Ph;t�ne:71:7.295;3400 Pak: 7171953414 2. Hazard 0£ identification These Products are non -hazardous. .3-, 'umpoa rt€ n./ information mat£r Min ro ivA. There'are no substances in this product presenting a .health or'environmental hazard within the meaning of:the Chemicals. (Hazard information .*4 Packaging. for Supply) Regulations. 4Firstt aid:measures e e 5,3:i r,.. fighting.��e.G,Sur.,.s inhelat.On: nos eC.f.r.rne sures'retulre4 5kirr:co£afar:i: no- specific measures:requir2d Eyeesntartno specific Measures required in'estion:: nci s•.ecific measures re.uiret9 i .. 5.1 5u,tabie eAtr3��t.r£shtn;g i�eclia. �ater:.sprayfetr.€o�rrt,.ttry pawner; carbon-cfrrsx de .5:2'Extingr;iishing Media that MUST NOT be rased: Not applicable 5.3:Special. exposure.harard_arisingfrom.t ombustion'products. resutting,gases:.carbon rnonoxicie, hydrogen chI.aricie, sulfur oxides, nitrogen:o.)ddes, arernatic hydrocarihons, PAH S la srtiralate matter> ozor e heavy: metals, 5.4 Special pratecctive egwprnent for fire fightiegi Use respiratory. protettiOn Independentof rectrculated air p.i e€9t : rel0a9 t e s iris 6.1 Personal prec Boris.. 4d sPeClal £ ea res>required. 6, 2: Eirvirorirnentai precautions: Op special measures: required 6 3 .Methods fear clea ning up Dispose. of according to; regulations Tim 1 rielt' .Pli. 1). Rerel .I.;rid.3eeoprnxett. anag: P:CfRF Infiernaftonal P♦a:..:a: -• , ':.. {. ., ,•.:::::1 .. .... ,'.'.. \ ..*:!....:CEM:•:..:!:::!!..!V .: .. 4;... yv:`f\ yr \:..\. +..\:vi.. :4,r..•u•.. .. v. .. 7. t1a dt€i'i:p 'and'stor'.age 7.. i. General:informatson:'lo special protectivemeaures:required 2 eryd Hirng: €orm t safe handling 7�pf prat lees must be appI ed 7.3 Storage „Rr ils shoo ld he stored. hr rnxr rrtally posuro:contro / °'.P.:1 Personal protection equipmentNone required Phyticat & zwfief ntz•al Apifdf'df]L.Z'..Y�dffUUS'UU:b§g'rr'5dr3Ui..Uf3,3F fkekUt+W1U3.U3k'33..t.8.C'S9j Jt'U-RUt.Ik 2r apti.t.AWeu.3Ur.3E3ef nisi.. ao srdbitity wnd t ? tkivi tt 1.1., T okitologrcai inyi�ar:m°rtlon 10.1 General :info€rn'ation: if stored and handled in accordance: with standard industry practices, no hazardous reactions are. known 102. Hazardous.decornposition nforroation: Thermal. decomposrtioE it the presence of air n ay ield.h£- .r ri er4 chloride: as. carbon clic ude and.carf cin.n�£oi ox1de 11.2 Generat nforreation; No harmful effects have :been reported to date €nha.latiori: hot Applicable Shin -contact: no lc£ tiwvrt. hazard Eye contact: not applreable ingestion ns�t:afapl£cal�le 1$.. Ec&io €cat information 12.1. Envlrrxrtn'rentat.•fate and distribution: The floorings have:no rx£obrlity in Soil;: are insoluble in water;:are not expected: ,tai biaaceuniu ate 11.1 Persistence: acid degra:dabilify: he ftoorin s will next .biodegrade FOR IANCE Tukwila ; 13.. 0I;si xsat•:ccrrtSi ?era't ns'Dispose of In accordance with.Iocal and rational legislation: t Transport ttinfor motion The floorings are n rt .classified as derigerees for transportation :15.. ft> gtsiatory information: in e Che:rzrlcals.Hazar l: inforr atrc�n' arid: The flaoiings.:are defined as x'riot ha .ardous" ti Packaging regulations (CHIP3) :7,1$.. Other i:n o{l'o 'iii n: Revisiah otrsrrients ttl.: Esse erf:by. WMGrahm €7ates 2ar=:�4:: ECORE international pr ovrdes:a>Prodi ct Safety Data Sheet (PSDS) for finished floor covering products eason the "art£ c cxomption" Pound nn 29 CFR 1910,1200 (bl (6) (v). An article is.rtefnned es "a ednanufiictured terry other than a fluad€'or partscie (91 which is formed to a .specific shape or design duri>ig' anufae ure; till whr:ich has ark endosetiktiOn dependent rs' Who€e.or in part. up IPS its shape <sr deSir;n. due ing end use. ;and {Ilii which under normal conditions of use, does not r eiease m ore than very sntati quantities, e4 r melte or trace arnounts of a hazardous.chern?cal and does riot pose a rib r r r Prealtirristr.to: e'3l'2t2ir�vees.rr. RECI: OF TUKWILA Disclaimer': Although;the above rnfori ap.on IS: presenters iii good faith: and..belieb ti`� b -.correct asof the current date,. Et=ORE-lnternationap gives na guarantee and disclaims responsibility fort a€ t err g irrcohlilete or irrcoirect.' FurthermoreECi3Rl:: montes no.guararitee that all pizssible rrre r .are contained: w thin the safety data sheet lint:Wingexi~eptionar circurrastancesl. PERMIT CENTER v. ... .... .: • al... a s _J _ i -u':. 'f K. yeti.. 12/09/2016 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGI- REQUEST FOR THE RELEASE OF REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED 1 ERIC NIELSEN ARCHITECT OC a TRAMPOLINE PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS DATE ; DESCRIPTION WATUK 30" X 42" SHEET SHEET CONTENTS: MATERIAL INFO - FOAM CUBES & RUBBER FLOORING X100 UK CENTRAL FILE ALL MATERIALS USED IN THE SPACE ARE TO MEET REQUIREMENTS FO THE CURRENT BUILDING CODE AND ANY ADDITIONAL LOCAL REQUIREMENTS. TRAMPOLINE MEMBRANE ]:1 Q 2: 0:'. DIVERSIFIED TesTENica L* ATO:r a's gp4c.. 338W.ZST:MONT TRE PO.BC 4004 CR L AC N� NORTH £AROL1NA 2 2 15: PHONE. (336) 227-7710 FAX (336; ?7.117 5 w w,€ :ti efsifiedtestin r rn te�:�' r i _• NICQT O e. 365 Sou t3 P- ,-tie . Pei:dergr:a5,. 0C;e; Laboratory ''eat Report: den ca....on.I . rs . "We'Test. Per `Your Request" One: ( '.samti. F. 14.4ti17LL 3<?' as 241.09 �ece-ivied: and :.este •Natior.nal Firfi ��=ter ��.`x :r�� � a a� '40 �.. .�. '70':S ;..M _1a �� l�tit�les :�s�r�.s, 2010 z_es:.4 $mal..t� r. > �U•. The 1'E! is are .a'.$ A,j .11Ilber. 9' Re s .0 ; r are t := g F3 t: Less berc:e:tt): c 3':..:0 0.0 C3:0 0.0 0,0 3:0 . ,0 f i<. u,o 0 41. 4. ,Tho sample meets :the. Minim= requirements the-St:8 Dae: d.. The r .� e rii .., vt f .t ' n c,. ' Y: �t .e d and .., � ,�A -.�.S: .-.,.;i>..it;�.. T?�i;.F.�{.. 9L' a_.. �, :i: ::sv2a.�ht _c.�� :�:f . ci ensi.: �.rL��,.}� cee �..c t�•.C':ae Tt: :_•_'�-t.� ...f),1 us three. s a3'i}34:i.L. residual flame rte exceed .0 . e oriels. IfI-1:7 `-fere. -re :any' questions cir, vthen we can .xj_ is f 3rther as$i. t c:e:, se let us. : ''. tc?chirellt tl•3i Et Ei5rShL'h..FOrC r?..:. ?£i °�E �c 2aftlF: � SF., ,f i.:3,3N"TORHOM:THETHE AF'P5O•-.�°1F�M,.. O}�..fREC.; 3 Ep{.PAP'Q:4£ ii3fTA£b;L r?iCyL�34H'Sl.4F'LE ¢ EUAta) : o_3� PFJf}F h1:cCvlk5"F..TtR,S odC:e"seml'6\EiC. Eiii33 TO THE: GEW,ER1iFVB0o.. . . ST MATERIAL SAFETY DATA SHEET DO NOT USE THIS PRODUCT UNT YOU HAVE READ THIS INFORMATION M:DS Prepared ::3y: TenCate Geosynthetics 365 South Holland Dn •-e Pendergrass, .GA 30567 : Chemtrec Emergency: 24-hour Phone: Ten Cats ,. tc.c 1it -ion.Ph'one: N Date Prepaared. Revised (800) 424-9300 7.). 689-2627 May 2007 Section 1: General Information Trade Names and Synonyms: Products: 20409 Chemical Names and Family: Polypropylene lene woven fabrics Product Use: Truck Cover HMIs Ratings: Health 0Fire I, Reactivity 0 PF(see section 6) Section 2: Hazardous Ingredients/Identity Information Ingredient (Chemical Name.. CASff, and Common Name) Polypropylene resin. (9003-07-0) Carbon :Black (1333-86-4) OSHA PLL or TWA. n/a. 3.5rng crn TWA ACCIH TLV Weight 1%0 n/a 3.5 ing/c1'i;'i T WA 97-98% 1.,3% Section 3: Hazards Identification/Potential Effects Overview: :Based upon pertinent data available, polypropylene cloth products are not hazardous under OSHA Hazard Communication Standard (29 CFR 1910.120). Routes of :Exposure: Inhalation: Skin contact: Skin absorption: Eye. Contact: Not likely, under normal. use Yes No Yes Symptoms of Acute Overexposure: Product may contain surface applied process lubricants that may cause skin to dry out. Symptoms of Chronic Overexposure: No known health effects have been observed w ith :normal use.. Page 1 of 5 This product may contain ingredients in the fiber Iubricant and additives in "De Minimus" quantities, which would be listed in:SA.RA 311/313: Acute Health .Hazzard. At levels:under 0.0.1% by weight, no "Reportable Quantities" will be reachedwith typical fabric inventories. The information and recommendations contained .in this publication have been compiled from sources believed to be reliable and to represent the best current opinion on the subject at the time of publication. Since we cannot anticipate or control the many different :conditions under which this information or our products may be used, we make no guarantee that the recommendations will be adequate for all individuals or situations. Each user of the product described herein should determine the suitability of the described product for his particular purpose and should comply with all federal and state rules and regulations concerning the described products.. Page 4 of 5 Medical Conditions Aggravated. By Exposure: Persons with preexisting skin disorders may be susceptible to effects of the .material. Ca:rcinogenity: See Section :I I Section 4: First Aid Procedures Eye Contact: .As with any foreign object, flush with water, Ifpain or irritation persists, consult physician. Skin Contac: Washwithsoap and water. In case of irritation, consult: physician. Ingestion. N/A Section 5: Fire and Explosion Hazard Data Flash Point (Method Used): Greater than 300°C Flammable Limits: LEL: N/A I:IE:E: N/A Extinguishing Media: x Water Fog x Carbon Dioxide :Y Regular Foam x Dry Chemical. Other Special Fire Fighting Procedures: Material will not barn unless prebeated. Over heated or molten materialmay burn slowly with dense smoke. As with any fire, wear approved self-contained breathing apparatus. Unusual Fh.e. and Explosion Hazards: Not applicable Section 6: Accidental Release Measures No environmental threat is expected from release. Section . Handling :and Storage Storage: Store away from oxidizing materials in cool dry area. Avoid. direct sunlight. Handling: No special ;handling unless large rolls are used. Use Hing devices as necessary. If product is molten, avoid contact with skin or eyes i 8: Controls/ Rolls maybe heavy;use lifting section Exposure devices for moving Personal Protection Ventilation :Requirements: Not required for normal use. If process generatesdust, use ventilation to keep exposure below exposure limit. Personal Protective Equipment: Rye Protection: Not normally required. Skin Protection: Not normally required. Persons withexposure sensitivity may :need suitable gloves. Respiratory Protection: Not :required, unless dust generated Page 2 of.5 Other Clothing and Equipment: Normal work clothing. section 9; Physical and Ch Boiling Point: N/A Vapor Pressure (mm HO: N/A Vapor Density (Air =1.): N/A Solubility in Water: Not soluble Appearance and Odor: Woven fabric wound on a cardboard core. Specific Gravity { i,o 1.) Less than 1 Evaporation. Rate (Butyl Acetate =1): N/A Melting Point: about bout 320degrees F Section 10; Stability and Reactivity Stability: x Stable Unstable Conditions to Avoid: Keep away from sparks or flame Incompatibility (Materials to Avoid): Strong oxidizers. Hazardous Polymerization: x May Occur Will Not Occur Hazardous Decomposition Products (Including Combustion Products): carbon dioxide, carbon. monoxide, hydrocarbons, etc. se tio n 11: Toxicologica nforma ion. Eye Effects: Not toxic Skin Effects: Not toxic Target Organs: None Carcinogenity: Carbon black is classified as a. Group 28 possible human carcinogen. When encapsulated in a plastic matrix, riskof exposure is minimized. Mutagenitive and Reproductive Effects: Not considered to be a hazard Section 12: Ecological Information Environmental Hata: Not expected to be hazardous to the environment in present form. Section 13: Disposal Considerations Disposal: Spent€nlmaterial should be recycledIcd or disposed according is current t re rlttaons RCRA Hazard Class: Does not contain RCRA regulated materials. Section 14: Transport information DOT Classification:: Non -hazardous Section 15: Regulatory Information Page 3 of 5 \\\\TENCATE F:rffatro TRAMPOLINE FABRIC. 74 09/2411 lechanocal Properties Test Method Unit Typical Roll Value MD CD Grab Tensile Strength ASTM 04632 - — lbs 495 435 Trapezoid Tear Strength ASTM 04533 lbs 188 185 Mullen Burst Strength ASTM 03786 psi [ 825 Puncture Strength . ASTM D4833 lbs 190 Abrasion ASTM D4886 %.stre .th retained 95 USI Resistance (at 5000 hours) ASTM G154 (QUV) % strengtretained 77 Physical Properties......�.�.., Test Method Weight: �.... ASTM D5261: Thickness: Fiber Content ASTM D5199 mils 19 100% PP I fsclaEnfer: TenCate assumes no liability for the accurapy or t rt tpretenes of tris infarrhation or forlhe ultimate use by the purchaser. TenCate di laims any aid all express,. it iplred,.or statutory standards, warranties Or.guarantees, including Without limitation : any implied warranty as to merahantability or fitness for a .particular purpose or arising from a course of dealing or. usage of trade. as to any equipment materials, or information furnished herewith Tins dpcurrrent:shpuld not ice construed..as einguneer ng advice_. 0 2012 TenCate. Geosynthetics North America Permatron ' is a registered trademarks of i lcoion Corporation FGSO# 013 ETOR2 3 VIS1 TENCATE itoteriA :thea: : €f wt.v CODE COMPLIANCE APPROVED AUG 31_ zri11 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 1 2017 PERMIT CENTER 12/09/2016 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGH' REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED E ERIC NIELSEN ARCHITECT cc a TRAMPOLINE H Q W co CC co Q I- II co eco CC W 'Q O n Q Z 1I I— PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS DATE DESCRIPTION WATUK 30" X 42" SHEET SHEET CONTENTS: MATERIAL INFO - TRAMPOLINE MEMBRANE X200 ALL MATERIALS USED IN THE SPACE ARE TO MEET REQUIREMENTS FO THE CURRENT BUILDING CODE AND ANY ADDITIONAL LOCAL REQUIREMENTS. NET INFORMATION NET INFORMATION it tabii.o based:.elean:ing age,nts,.;t dam cn Mire, 1 atci: f1:ee.solvennt'i Sol buildup, 3) eta 4 NFPA c*s. A,1.HC £.`la;'s 1 Evl•,1 0 0 1 N \. acutuninn } - REVIEWED UDE COMPLIANCE APPROVED AUG 31. City of BUILDING or.l:l: hf I, 9 FOR 7017 Tukwila DIVISION Fire Retar ant. ediuM sjr tch siIk.1:lER.B n Specifications Coriteet .3•, i% posftconsumer'recyc1:0 pollyeSter. 73% ptt -e. Tnsuro t n cj't.•led pi;dlycWr %eifht 11.3: , -: I .0 o7 lin, �s ii. }66( . min. useahle 7 , it ( -:.1.'11; none .Backing none Treatment. - -11011. 0. :Cleaning Code Standard. Care.1 abcl Vk S. Clean With wafer brushing is 're cora rneinded t:.Q; r v:e€ t dust:a:nd Performance Breaking t trenglh (ASTM D5034) 150 Ibt'Min; warp 4nd.160 lbfrni a fill 'Tear .(ASTM D2261) . 15 ibfmin. warp .and tilt Celorfastne$ to light:(AATCC f .;D t€w.n Gra€le: 4 min, at 40.bours.. Coif 1 stnas; to croekiaag (AATCCC $) t ii:ade 4 mita. dry $4:00.de 3 mins.wet. Thiratiability ASTM U: 4 Ctds.s.1 or.. "th. rt>tt Spac i. -5'. .Fuel f ontr t utionA Smoke Density ; -0. Additrnna1 f,tomo Spi*d PrOq tr' L1",AC b ti, RECEIVED CITY OF TUKWILA AUG 1 1 2017 197572.xIs • rye MATERIAL SAFETYDATA SHEET PR DUCT NAME: Bo -Loc 7x5 EFFECTS OF OVEREXPOSURE -Conditions to Aveld: if heat sealing is used to weld fabric together, irritating but non-toxic fumes may be generated causing eye & respiratory tract irr€tation.c,zrtifiea fisizjz HAZARD RATING: THRESHsLD LIMIT VALUE i/a .... HEALTH ti ANY INGREDIENT LISTED AS CARCINOGEN YES _ � Prepared for Pucuda, Inc. Ft.AMMABII_I" 1 1 OR POTENTIAL CARCINOGEN NO issuED BY REA TIV/TY 0 EMERGENCY FIRST AID PROCEDURES BO-TEX SALES rD 41=EXT ZEME 3=HIGH 2=Mo E A ;_ '.SLIGHT O INSIGNIFICANIT Information on this form is proprietary and is furnished solely for the use of our customers. For inhalation: Remove to well -ventilated area. Avoid further exposure: Obtain medical attention if irritation. persists. For Eyes: Flush with clean water. Obtain medical attention if irritation er iste. 175 . �$� ROS HOGAWSVILLE, GA 30230DATE OF PREPARATIpN: SF I 3 PRE ARE*D BY:: Donna Scv=en SECTION 7 �- PILL, LEAK, AND DISPOSAL PROCEDURES This is to certify that the mateia1s described below are flame-retardant and inherently nonflammable. :: SECTION 1 - PRODUCT INFORMATION Disposal Method: Dispose as, non -hazardous waste in accordance with local regulations. Generally may be landfilled if not regulated otherwise. .• '" _� ," Manufacturer's Name. Pucuda, Inc, Address. 50 Mair St. FOS. ';:.�.1..0 ..t,,... ADDRESS :c: \!:,,LAlr . , : Beep liver CT £16417 <.-. ,, �...,,, '- r ; City, State,cy Thi Emergenc + Tele Telephone i um er: SECTION S . RECOMMENDED CONTROL MEASURES _ ,--.o. t, q-._ STAT •••" I �,...-"�: �_ ; t :: CITY ,, _' Product Classification: PIasticized PVC coated polyester mesh RESPIRATORY PROTECTION For continued exposure to fumes generated during cheat -sealing, use an .v ,) ,\\j `< Trade Name: Bo -Loo 7x5 air-puriffiN reusable respirator with appropriate cartridge. } Code Identification: 1976 VENTILATION : LOCAL EXHAUST Yes - if heat sealing �• 171 Ei�I-IANICAL ena~raI . if heat .sealin 'he articles desc .bed below ar; made fro a f ame - 'esistant fabric carMateria rostered a d SECTION 2 - HAZARD 3US INGREDIENTS EYE PROTECTIOI Safety !asses are recxlrr mended for ail industiai fabrication o eratior s. Ingredient: none Hazard Data: IAi OTHER PROTECTIVE EQUIPMENT We. approved by the State Fire Marshall for such use. .SECTION3 » PH'Y'SICAL DATA i SECTION 9 - PRECAUTIONS TO BE TAKEN IN HANDLING & STORAGE ;.: The Flame .e1�1 Process Med WILL NOT Be Removed b Washing Boiling Range (°F) ilia Specific Gravity 1.05 Normally store in a cool, dry place. Keep away from open flames; avoid prolonged storage over 175°F. * FABRIC MEETS THE REQUIREIVIENTS OF THE SPECFJC AT1ONS LISTED BELOW TICATED BY 0 Vapor Pressure (mm Hg) <1 Q 25°C. SECTION 10 - OTHER INFORMATION + } Calif.State , µ e i\ i `� 1 i 'r Marshall �I FLAr 3 ems"". M: Nest 2 Flammability (2010) 1237.1 Flame Resistance Small Scale Test '",71 I ; 109 'Percent Volatile by Volume <1% Vapor Density (Air=1) Heavier than air ED ns Rate n1a Solubility in Water nil • Appearance and Odor flexible plastic woven fabrics gild plasticizer odor E E WEATHER RESISTANCE Accelerated weather tests have indiceted that this material will withstand five to seven year of continuous Florida sunshine with little fading or deterioration and an 80% retenterrflon Of original tensile strength. TMS -TM -003 FLAME RESISTANCE Federal Specification L -S -125B, SEC 4.4 15 Meets Federal Standard 191, Method 5903.2 (Vertical) & NFPA 701 Large Scale CPA' -84 ° CAL M '•Sect. 6 Fla abili y�'...,-. A_� A,.�,. 1 '` ! , �� { SECTION 4 - FIRE AND EXPLOSION DATA This product is not manufactured using Glass 1 substances as defined in the 1990 Clean Air Act. jj// f� i v,,.: �..m.... TITLE "`... -cam �...o 17,,(1, ,�^'V`�•''J�, e -N. ; 1 3 , ,..'t:.J• L` .F' � •-•-$ -i,,,,, ��2t fit`^ ��"� BY ff j'� �v Point, F a f Vir�tx COC, 'F' >4�p Extinguishing Media; Water, CO2, foam, dry chemical t3 ,. el it., STYLE �: ‘ .,-1 Special Fire Fighting Procedures: Will not readily burn unless exposed to external flame source. Wear self-contained breathing apparatus as toxic fumes are liberated.. ri` .----- F ="'\ , CUSTOMER ORDER NO. .: t i T •-•; ALL MATERIALS USED IN THE SPACE ARE TO MEET REQUIREMENTS FO THE CURRENT BUILDING CODE AND ANY ADDITIONAL LOCAL REQUIREMENTS. VINYL FACED PADS 'U.S. DEPARTMENT OF LABOR. S.ECTION 5. HEALTH HAZARD DATA [Section3: MATERIAL SAFETY DATA SHEET OCCUPATIONAL AFETY HEALTH ADMINISTRATION Medical Conditions Aggravated By Exposure: Persons with preexisting skin disorders may be �� .. � .� �.. � susceptible to effects of the material. Carcrnogenity: See Section 11 TIMES wF���:i:�• NOT.1��I�l3L� ()Hier Clothing and Equipment: Normal work clothing. This product may contain ingredients its the fiber lubricant and additives to "De Minimus" � � ?� quantities, which. would be listed in SARA 311/313: Acute Health Hazard. At levels under 0.01% by weight, no. "l "Reportable Quantities" titie:s" ia�ill. be reached with typical fabric inventories. b MATERIAL SAFETY DATA SIEFFECTS �[ THIS DO.NOT ��E i k PRODUCT UNTIL YOU �A� E REAM THIS INFORMATION MEDS Prepared By: Chemtrec Emergency: T > thetic 24-h.ot r 424-93 Cilt ttr E?S it s Plt.oite: (b t0 00 ., . , w �. - 77.. �€� South Holland Drive Ten ate tic oloil i'hone. (E iI 689-2627 Pendergrass, GA 305.7 Date Prepared May 2007 Revised:physician. Boiling Point: N/A Specific Gravity (.1.1230=1 ): Less than 1 r r - _ ,` Vapor Pressure (mmHg.}. N/A. Evaporation .ate {Butyl Aceta-te=1): N, <4 r f � r t degrees Vapor Density WA. Melting P(3.Int. about dc4Eees .Solubility in Water.'Not soluble ,Appearance and Odor: Woven fabric wound on a cardboard core_ Section 10: Stability and Reactivity OF OVEREXPOSURE: RE: NONE (AT USE TEMPERATURES) HAVE NO SIGNIFICANT ItIii), 11IaCl>NE�A4) IIKSi 1i)PRCCIRIS: !II�II.)II141 The information and recommendations contained in this publication have been compiled from sources believed to be reliable and to represent the best current opinion on the subject at the time of publication. Since we cannot anticipate or control the coati different conditions under which this information or our roduCts- mai be used, we make no guarantee �+ p Y that the recommendations will be adequate for all individuals or situations. Each user of the product described herein should determine the suitability of the •described product for his particular purpose and should comply with all federal and state rules and regulations concerning the described products, Page4pf5 0 0 I ; 1f i;IS1 j i ��rJ ro i - Section 1: General Information .jade l� i)ie and Synonyms: Products: Chemical Names and Family: Polypropylene woven .fabrics Product Use: Truck. Cover HMIS Ratings: Health 0, Flare :l, .Reactiv=ity 0, PPE (see section. 6) HAZARDOUS FUMES ,A.RI' PRODUCED D t Y COMBUSTION OR HIGH TEMPERATUREDECOMPOS.ITIO\. :Stability: x Sable' Unstable Flash Point Method Used): Greater than. 300" Flammable Limits: LEL: iii/A. UEL: N/A Extinguishing Media: x Water iFog x Carbon Dioxide 5 Regular Foam x Dry Chemical Other t .: : SectionHazardous ingredieni&Identity Information n h reeate, Over heated. o molten Special Fire Fighting Procedures: Material will not burn u lessOd 1) htd material. may burn slowly with dense smoke. A.s with any fire, wear approved self-contained breathing apparatus.ToxicologicalInformation Unusual Fire and. Explosion Hazards: Not applicable tngrettJ ene(CheImical Name, CAS#, and Comma ci-1 in) OSRA P`EL or ACGIH. Tt,'�> yvt`Tghg'N -Section 11: ` Poly=propylene resin Carbon Black: (1333-86-4) T r#.. , (9003-07-0) lila. ii/a 97-98% 3.5 mg/cm 3.5111g/cm t.- %Section TWA TWA Eye .Effects: Not toxic .Ski EtTects: Not toxic Target Organs: None Car cinogenityq Carbon black is classified as a Group 2B possible human. carcinogen. When encapsulated iiia plastic matrix, risk ofexposure is minimized. .It') utagenifive and Reproductive Effects: Not considered to be a .hazard IF 1EXNALD TO FUMES, FLUSH H Ai F•IiC.` 1!D .AREA *win WATER. FOR 15 MINS. No environmental threat is expected from release. ..... . ... ............... .....- Hazards Identification/Potential Effects Overview: :Based upon pertinent data available,. polypropylene cloth products are not hazardous under OSHA Hazard Communication Standard (29 CFR 1910.120).Stora Routes tlf E ' )SiEi'c': Inhalation: Not likely, under normal use Skin contact: Yes Skin. absorption, No Eye Contact: 'V.'es Symptoms of Acnte Overexposure: Product inay� catitair€ surface applied process :lubricants that rirta cause skin to dry out. yy Symptoms of Chronic Overexposure: No known health effects have been observed with ;laminal ase. Page 1 of Section is Handling and Storage s Section 1 : Ecological Information e: Store awayfrom oxidizing Materials, in £;CJC1l.dr area. Avoid direct sunll it. Handling: No special handling unless large rolls are used. Use lifting devices as necessary. If product is molten, avoid contact with,skinSection wA Section 8w Exposure Controls/ Rolls may be heavy; use lifting devices for moving Personal Protection Environmental Data: Not expected to be hazardous to the environment in present. form, 13: Disposal Considerations' .Disposal: Spent material should be recycled or disposed according to current regulations Hazard Class. Laces not regulated materials. REVIEWED ®E COMPLIANCE APPROVED , AUG f IL I .... RECEIVED CITY OF AUG PERMIT FOR 31 2011 t Tukwila ...DI�fISi Section Transport information l 51;:.-K MEDICAL ATII'i'iT.LON DOT Classification: Non -hazardous , • VED TUKWILA 1 1 2017 CENTER t Page 3 of 5 s : AM ki 4 '$AX li.AliC I g y y" �{y y` x.. i2 SECTION Ir � 1 :t 17:1R 341$�i •:MOO:S.040 $gl� ,'S 5 • MANUTA.0IURLR.'S \Ati: SEATTLE TEXTILE COMPANY 1Mf'R.GENCY TELEPHONE NO: 2I6 23:-0595SECTION 6. REACTIVITY DATA." ,,,....., ....��, ..i a. • T3- o£o tit otiE#fKt0.*?atg ADDRESS (NUMBER,. STREET, CITY, 4IAlTAND ZIP CODE) S ,:r:.. TA3If. CONDITION...!%.....Ai..O.I... ? Ii $t0714.: 40071y0' fF s1aarttiyA..; 147I ?t° AVE SOUTH,SEATTLE, WA 98134 . ........: .................. ENCiM.IAE31T11Y .........[NS.......S1....A31f (MATERIALS TO AVOID) .. ... 'NON 'REACTIVE .- • • a$£ $$$i$E$ •. . la § b FllE.. ::.±::. IAI )tIS.DECOMPOSITION HYDR.CC NCHLORIDE AS, CO. COI ; „,: ' i I o'I ,� I :.€ �:ti �Yt L. #M TARPAULIN PRODUCTS a1 1$. ,, .., „� „,., _TRADE FAMILY: PVC COATED POLYESTER )AII.IF�TAi€D.JAN t -t; 2012 EsZ1Z.33tS .ICl�.YEt1�?'tti� MAYOCCUR WILL . IRA.. .fH11I{1t : :::6-4. :7:4'-s,-0. 11 . SI :;£::l$ 1 :. \ e. :4.; . ...,. . . i.*: ' It 5VIS43..61.4`,X14 £I111"f Vle3ii0 c y ., I:£ .1>,< .:i } J ro i . .. yo 07m 1,4.1 . f33 i< . N- IDENTIFICATION & : f rt.:W Wo £il:$rtpekoa15th t . tm$Y'14•t k�C : ' . )$tI3e�::.0�0fNo.D B olid ovtiH flA 7.ECTIOL . .MATERIAL .INFORMATION �,�T.ON T1.�. 'h� 4stisaak,a'ImI T" `Lnf✓ced COMMON NA.S r,% CASN[ 7. P:.LP..O ED{.J . . :$ .:, .. ;:... '.. :::::f ..: :: ..:: .:�:, .. ::', A. `.>iy'.F �3tO11�:$�`�'$gi�1£Swi1�Y:�$0I3�4t$�IEFf$''�. �..Mc° yQ ! i MIEk. 3$iji%.A"f STEP FO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: NONE .: lot .;:.,:tat .' (i)£3$ F'1.1£ka:tL. .; POLY ETHYLENE TERkPkC1HLAE 18.22 : 25038-59-9 REl�F3RCINO CLOTH WASTE DISPOSAL MI1I:1): DISPOSED iv ACC,OR) \C13:. WITH t.001REGALEONS ii�� �e���3$�a$��$� o 11 OT aRi Iii- y. POLYVINYL ''.ORI. . 4. Et2-83-2 3 RESIN ..�9 . :44tH$ A0 U 1440 .0ii, . `de Or P4, Vit*k. ' f<: I ISO NONYL • . 1I i(.. ...�( ^�'�",' �� NOS � 11T112 i.L2"S. %.�,+� 17.7 -7 I. � %'"l I f P PLASTICIZER +�' �g�p 3, •� y �,. g >y� L� y y� �q ,, � f�v�i ..: { ..... :�2: T�i :¢.k L,.. Y&,;,t&.A Ai 2' �Cr�{'i�R"��7.. .: 3 i. •^`:�..,w•.......- �, .YL xxix"{S33' "--. '�£fSt-r� ALCIU tAR3ONA1L CALCIUM 13.3 3"a l317-f5-3FILLER µ -Nat,o al�lii3 i.Y3L"' L�$Jr•.6:5h: 3LLx£,...,,4. £ „x4 34� CxZt!4.atewt RId.OICN1 C3xP.tX 1,3 591-65-1 14463-67-7 STABILIZER '01£\ 'SECTION Ea SPECIALPROTECTION .�F{MTN ." TFLr 6;$4€f���. ;@Di3t?4Sf �a=Sa%1 1 ... w . .. \D3R��s�r:rZ;E:i�4r;i3�`V:£.�4)i:BARIUM . TITANIUM DIOXIDE 5,3 "RESPIRATORY I OTE:C"'I'I£71 TYPE): NONE (SPECIFY roT.AL 1.00 VENTILATION: I,•C}C,.AI., .EXHAUST. ___•_ MECHANICAL (GENERAL) ..x. 4l E:If,:AI:. 011.€FR. ..,. PROTECTIVE GLOVES: NONE OTHER .i'R.O ECTI E EQUIPMENT: ,IIPMENT• NON.I: EYE PROTECTION: .NONE . SECTION 3, P.FrYSICAL. DATA BOILING POINT ( F) PR::SSI,i.Rl NOT APPLICABLE SPECIFIC QRAViTY 0120 =1) MELTING POIN'T.b. L2 w- 1.5 N(- 1 APPI,IC.ABLE. -... .... ........ .. .. -SECTION 9. SP.ECIAL P ECAUT ONS VAPOR ( »ini.TTg) NOT APPE,ICA.BLIa PRECAUTIONS TO BE TAKEN IN HANDLING AM.) STORING: S`i" ?RE IN COOL DRY R1RE.A 'VAPOR DENSITY (AIR. = I) NO1 APPI:if".A-FILE. °in VOLATILE BY VOLUME .No`l \.PPI,IE.:WE OTHER PRFCAUI IONS: KIMP AWAY FROM HEAT FOR PROLONGED PERIODS. SOLUI3ILITY IN WAITER NOT APPLICABLE EVAPORATION RATE: NOT APPLICABLE APPEARANCE AND OI.DOR: INA SECTION 4. FIRE AND EXPLOSION HAZARD DATA MASI.I POINT: NOT APPLICABLE 1•I .MMABLB LIMITS LEL LED .EXTINGUISHING MEDIA: CO2: DRY CHEMICAL, WATER, POWDER, CARBONIC ACID GAS, FOAM i'IVE. SPECIAL FIRE E1.(jfl'I" NG PROC 1 D1 R -F'S: LisE SOX C:'ONTAININCi BREATHING .APPARATUS AND FULL PROTECTIVE NT EQUIPMENT .ALL PRODUCE TOXIC GASES U)USUAL FIRE AND EXPLOSION HAZARDS: DECOMPOSITION :PRODUCTS INCLUDE HYDROGEN CHLORIDE GAS N �• Cn I- I- .. JU(/)� WW�<C ZI--0 0 0 U > co 0< Z - O Ct W � MW JUMP MATS [Section3: MATERIAL SAFETY DATA SHEET Medical Conditions Aggravated By Exposure: Persons with preexisting skin disorders may be �� .. � .� �.. � susceptible to effects of the material. Carcrnogenity: See Section 11 ()Hier Clothing and Equipment: Normal work clothing. This product may contain ingredients its the fiber lubricant and additives to "De Minimus" � � ?� quantities, which. would be listed in SARA 311/313: Acute Health Hazard. At levels under 0.01% by weight, no. "l "Reportable Quantities" titie:s" ia�ill. be reached with typical fabric inventories. b w a �"�►►�'���� ��� ������� �[ THIS DO.NOT ��E i k PRODUCT UNTIL YOU �A� E REAM THIS INFORMATION MEDS Prepared By: Chemtrec Emergency: T > thetic 24-h.ot r 424-93 Cilt ttr E?S it s Plt.oite: (b t0 00 ., . , w �. - 77.. �€� South Holland Drive Ten ate tic oloil i'hone. (E iI 689-2627 Pendergrass, GA 305.7 Date Prepared May 2007 Revised:physician. Boiling Point: N/A Specific Gravity (.1.1230=1 ): Less than 1 r r - _ ,` Vapor Pressure (mmHg.}. N/A. Evaporation .ate {Butyl Aceta-te=1): N, <4 r f � r t degrees Vapor Density WA. Melting P(3.Int. about dc4Eees .Solubility in Water.'Not soluble ,Appearance and Odor: Woven fabric wound on a cardboard core_ Section 10: Stability and Reactivity Section 4: Procedures x�lr First Aid lir H _� - y . Eye Contact: As with dily. foreign object, flush with eater. If pain or irritation persists. c:orisult. Skin Contact: Wash with soap and water. in case of Irritation, consultphysician. ingestion. N/A The information and recommendations contained in this publication have been compiled from sources believed to be reliable and to represent the best current opinion on the subject at the time of publication. Since we cannot anticipate or control the coati different conditions under which this information or our roduCts- mai be used, we make no guarantee �+ p Y that the recommendations will be adequate for all individuals or situations. Each user of the product described herein should determine the suitability of the •described product for his particular purpose and should comply with all federal and state rules and regulations concerning the described products, Page4pf5 0 0 I i;IS1 j i ��rJ ro i - Section 1: General Information .jade l� i)ie and Synonyms: Products: Chemical Names and Family: Polypropylene woven .fabrics Product Use: Truck. Cover HMIS Ratings: Health 0, Flare :l, .Reactiv=ity 0, PPE (see section. 6) Section . Fire and Explosion Hazard Data :Stability: x Sable' Unstable Flash Point Method Used): Greater than. 300" Flammable Limits: LEL: iii/A. UEL: N/A Extinguishing Media: x Water iFog x Carbon Dioxide Conditions to Avoid: Keep away from sparks or .paint~ incompatibility (Materials to Avoid): Strong oxidizers. Hazardous Polymerization: x. May Occur Not Occur Regular Foam x Dry Chemical Other _Will Hazardous Decomposition Products (ineiu.dillig Combustion Products:carbon dioxide,. carbon. > hydrocarbons, ,. > monoxide, h I)C?i7�r, �.tC, SectionHazardous ingredieni&Identity Information n h reeate, Over heated. o molten Special Fire Fighting Procedures: Material will not burn u lessOd 1) htd material. may burn slowly with dense smoke. A.s with any fire, wear approved self-contained breathing apparatus.ToxicologicalInformation Unusual Fire and. Explosion Hazards: Not applicable tngrettJ ene(CheImical Name, CAS#, and Comma ci-1 in) OSRA P`EL or ACGIH. Tt,'�> yvt`Tghg'N -Section 11: ` Poly=propylene resin Carbon Black: (1333-86-4) T r#.. , (9003-07-0) lila. ii/a 97-98% 3.5 mg/cm 3.5111g/cm t.- %Section TWA TWA Eye .Effects: Not toxic .Ski EtTects: Not toxic Target Organs: None Car cinogenityq Carbon black is classified as a Group 2B possible human. carcinogen. When encapsulated iiia plastic matrix, risk ofexposure is minimized. .It') utagenifive and Reproductive Effects: Not considered to be a .hazard : Accidental Release Measures No environmental threat is expected from release. ..... . ... ............... .....- Hazards Identification/Potential Effects Overview: :Based upon pertinent data available,. polypropylene cloth products are not hazardous under OSHA Hazard Communication Standard (29 CFR 1910.120).Stora Routes tlf E ' )SiEi'c': Inhalation: Not likely, under normal use Skin contact: Yes Skin. absorption, No Eye Contact: 'V.'es Symptoms of Acnte Overexposure: Product inay� catitair€ surface applied process :lubricants that rirta cause skin to dry out. yy Symptoms of Chronic Overexposure: No known health effects have been observed with ;laminal ase. Page 1 of Section is Handling and Storage s Section 1 : Ecological Information e: Store awayfrom oxidizing Materials, in £;CJC1l.dr area. Avoid direct sunll it. Handling: No special handling unless large rolls are used. Use lifting devices as necessary. If product is molten, avoid contact with,skinSection wA Section 8w Exposure Controls/ Rolls may be heavy; use lifting devices for moving Personal Protection Environmental Data: Not expected to be hazardous to the environment in present. form, 13: Disposal Considerations' .Disposal: Spent material should be recycled or disposed according to current regulations Hazard Class. Laces not regulated materials. REVIEWED ®E COMPLIANCE APPROVED , AUG f IL I .... RECEIVED CITY OF AUG PERMIT FOR 31 2011 t Tukwila ...DI�fISi Section Transport information l �' entilation Requirements: Not required for normal use, if process generates dust, use ventilation to keep exposure. below exposure limit. Personal Protective Equipment: Eye .Protection: Not normally required. Protection: Not normally required. Persons with exposure sensitivity may. need a gloves.. suitable Protection:. Not iwcureda unless dust generated Page .2 of 5 DOT Classification: Non -hazardous , • VED TUKWILA 1 1 2017 CENTER Section 15: Regulatory Information Page 3 of 5 12/09/2016 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGH- REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED E ERIC NIELSEN ARCHITECT cc a TRAMPOLINE 0 OC Z () W co Et co 1- O. co CC W(t 0 CI itt Z C) itr PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS DATE DESCRIPTION WATU K 30" X 42" SHEET SHEET CONTENTS: MATERIAL INFO - MATS AND WALL PADS X400 ®EF -1 TE FAN7 HOOD 0 0 \\ \�\ \ \ C % ' i C \\ \ \\ \\ % 0 `` \ \\ � \ % �\ \ ��\ ‘\ \ \ %\\ \ \\ \\\ 0 '\. ;J,/,% Jl Y1 11\ 0 0 Ii 0 P P Li fq PI J UP 3 r, 1uP11 -10 E0 0 0 0 0 0 cc 3D cDC 3D OVERALL MECHANICAL PLAN 1/16"=V-0" MECHANICAL REF. 1/M101 (E) 500 CFM 0 ire dD1 Edi 0 OVERALL MEZZANINE MECHANICAL PLAN 1/16"=1'-0" KEYED NOTES 1. VARIABLE AIR VOLUME UNITS IN MEZZANINE AREA ARE EXISTING TO REMAIN. CLEAN AND REFURBISH UNITS TO LIKE -NEW CONDITION. NOTIFY OWNER OF ANY MAJOR REPAIRS. ALL ASSOCIATED DUCTWORK AND AIR DEVICES ARE EXISTING TO REMAIN, ADJUST AIRFLOWS IF REQUIRED. FIELD VERIFY THERMOSTAT LOCATIONS, RELOCATE AS NECESSARY FOR DEMOLISHED WALLS. 2. AIR DEVICES ARE EXISTING TO REMAIN. RELOCATE AND REBALANCE AIRFLOWS IF NECESSARY. NOTED AIRFLOWS REPRESENT A MINIMUM REQUIREMENT FOR THE SPACE. 3. RESTROOMS AND ASSOCIATED EXHAUST SYSTEMS ARE EXISTING TO REMAIN. CLEAN AND REFURBISH EXHAUST FANS TO LIKE -NEW CONDITION. NOTIFY OWNER OF ANY MAJOR REPAIRS. 4. PROVIDE NEW SIDEWALL EXHAUST FAN (EF -1), REFER TO SCHEDULE. PROVIDE WITH 45 DEGREE WEATHERHOOD AND BIRD SCREEN. EXHAUST FAN TO BE CONTROLLED WITH TIMECLOCK TO RUN DURING OPERATING HOURS, COORDINATE WITH OWNER. ELEVATE EXHAUST FAN ASSEMBLY 10' A.F.F., SEAL WALL PENETRATION WEATHER TIGHT. 5. GAS FIRED UNIT HEATERS IN PARKING GARAGE AREA ARE EXISTING TO REMAIN, FIELD VERIFY EXACT LOCATIONS. �l7 HVAC NOTES 1. EACH CONTRACTOR IS RESPONSIBLE FOR HAVING THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS AS THEY RELATE TO THIS WORK. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED DUE TO LACK OF THIS KNOWLEDGE. PROVIDE ALL MATERIALS FOR A COMPLETE INSTALLATION IN ALL RESPECTS READY FOR INTENDED USE AND IN STRICT ACCORDANCE WITH STATE AND LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. 2. COORDINATE WORK WITH ALL OTHER TRADES AND DRAWINGS TO DETERMINE INTERFACE REQUIREMENTS NECESSARY TO PROPERLY INTEGRATE ALL MAJOR BUILDING SYSTEMS. 3. THE DRAWINGS ARE SCHEMATIC ONLY AND THE CONTRACTOR SHALL MAKE ADJUSTMENTS FOR SPACE REQUIREMENTS AND CONFLICTS WITH OTHER TRADES AND SHALL OBTAIN APPROVAL FROM THE ARCHITECT FOR ANY VARIATION FROM THE INDICATED LOCATIONS. 4. ALL EQUIPMENT AND SYSTEMS CALLED FOR SHALL BE INSTALLED BY EXPERIENCED CRAFTSMEN AND SHALL INCLUDE ALL NECESSARY DEVICES, APPURTENANCE AND EQUIPMENT FOR A COMPLETE WORKABLE SYSTEM. ALL SYSTEMS AND EQUIPMENT SHALL BE GUARANTEED AND FREE FROM DEFECTS IN MATERIAL AND WORKMANSHIP FOR TIME PERIODS OF GUARANTEE AS SPECIFICALLY CALLED FOR OR FOR A MINIMUM TIME OF ONE YEAR WHERE NO TIME LIMIT IS SET FORTH. 5. SPRINKLER HEAD AND LIGHTING FIXTURE LOCATIONS TAKE PRECEDENCE OVER DIFFUSER LOCATIONS. COORDINATE WITH ELECTRICAL CONTRACTOR AND FIRE PROTECTION CONTRACTOR. 6. DUCTWORK IDENTIFICATION AND INSTALLATION TO ADHERE TO GOVERNING CODES. 7. INSULATE ALL ROUND DUCTS ABOVE CEILING EXTERNALLY WITH 2" FIBERGLASS INSULATION WITH VAPOR BARRIER. SPIRAL DUCT TO BE INTERNALLY INSULATED WITH 1" THICK LINER. TAPE ALL JOINTS. ALL DUCT SIZES SHOWN ARE SHEET METAL SIZES. INSULATE ALL RECTANGULAR DUCT WITH 1" THICK 1-1/2LB. DENSITY DUCT LINER. 8. DUCTWORK SIZES INDICATE NET FREE AREA, CONTRACTOR SHALL ACCOUNT FOR INSULATION THICKNESS WHEN ORDERING DUCTWORK. 9. FLEXIBLE DUCTWORK MAINS ARE NOT PERMITTED. 10. TYPICAL BRANCH FITTING DETAILS ARE APPLICABLE THROUGHOUT. 11. FURNISH AND INSTALL VOLUME/BALANCE DAMPERS AT ALL BRANCH DUCTS TO DIFFUSERS. 12. PROVIDE FIRE SEAL WHERE PIPING AND DUCTWORK PENETRATE FIRE RATED ASSEMBLY. 13. PROVIDE SEISMIC BRACING BASED ON APPROPRIATE SEISMIC ZONE REQUIREMENTS PER SMACNA PUBLISHED SEISMIC DETAILS, LOCAL AND NATIONAL CODES. CONTRACTOR'S RESPONSIBILITY INCLUDES STRUCTURAL ENGINEER'S CERTIFICATION ON DETAILS SUBMITTED FOR PERMITTING. 14. ALL TEMPERATURE SENSORS, FAN SWITCHES, AND SPEED CONTROLS SHALL BE MOUNTED 42 INCHES ABOVE THE FLOOR FOR ADA ACCESSIBILITY. 15. AIR BALANCE SHALL BE PERFORMED BY AN INDEPENDENT AIR BALANCE CONTRACTOR. BALANCE EACH SUPPLY, EXHAUST AND OUTSIDE AIR DEVICE TO WITHIN 10% OF INDICTED AIRFLOWS AND FURNISH A REPORT TO THE CONSTRUCTION MANAGER. THE ENTIRE HVAC SYSTEM MUST BE FULLY OPERABLE, BALANCE, AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO BUILDING OCCUPANCY. ADJUST THERMOSTATS AND CONTROL DEVICES TO OPERATE AS INTENDED. CERTIFY TO THE OWNER THAT ADJUSTMENTS HAVE BEEN MADE AND THAT THE SYSTEM IS OPERATING SATISFACTORY. CHECK PROPER SEQUENCE OF INTERLOCK SYSTEMS, AND OPERATION OF SAFETY CONTROLS. COORDINATE VAV AIRFLOWS WITH OWNER'S BMS CONTROLS. 16. THE GC SHOULD ADDRESS ALL BUILDING SYSTEMS AND BRING ANY DEFICIENCIES TO OWNER'S IMMEDIATE ATTENTION BUT NOT MORE THAN 15 DAYS AFTER THE ISSUANCE OF THE BUILDING PERMIT. THE SYSTEMS INCLUDE HVAC, ELECTRICAL, PLUMBING, ROOF, STRUCTURE, LANDSCAPE IRRIGATION, SEWER, WATER, ETC. MECHANICAL SYMBOLS RECTANGULAR DUCT 18" WIDE BY 12" DEEP 18x12 12" DIAMETER ROUND DUCT 12"o + >.< SUPPLY DUCT IN SECTION RETURN OR EXHAUST DUCT IN SECTION ELBOW WITH TURNING VANES TEE WITH TURNING VANES ROUND (OR OVAL) ELBOW MOTORIZED DAMPER 0g ZD - ZONE DAMPER I r=�� a BD - BYPASS DAMPER I SUPPLY AIR DIFFUSER WITH ROUND SUPPLY DUCT ) ( RETURN AND/OR TRANSFER AIR DIFFUSER WITH ROUND DUCT 1 AIR DIFFUSER WITH ROUND DUCT I):EXHAUST / I CD -1 DIFFUSER OR GRILLE TYPE & CFM 400 CFM O RTU -1 THERMOSTAT O RTU -1 TEMPERATURE SENSOR O RTU -1 CO2 SENSOR EXISTING DUCTWORK CONNECT TO EXISTING 00(11 EIVED CITY OF TUKWILA AUG 1 1 2017 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED CORE STATES FA - 1700 W Industrial Drive, Ste. B Rogers, AR 72756 Phone (479) 986-4400 FAX (479) 986-4401 GROUP PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT. REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED BY NIELSEN ARCHITECTURE, LLC. 4 0. W J O d H H V >ra OC t� Z J F a W • co cg co Q r • co w o a z� a' PROJECT NUMBER: 2015-0116 DRAWN BY: APPROVED BY: ISSUE DATE: MCB DML 11/30/2016 REVISIONS SHEET CONTENTS: MECHANICAL PLAN M100 0 2.50 CFM o •' 0 II 1 1/2"G (0 N N RTU -3 72" A.F.F. 1 1/2"G 1 1 1/2"G ®(E) 150 CFM ®6<I (E) 150 CFM (E)RTU (E) 150 CFM 150 CFM ) OM (E) 400 CFM ®M (E) 400 CFM (E) 400 CFM I DN ENLARGED MECHANICAL PLAN 1/8rr=1-0" D KEYED NOTES 1. PROVIDE NEW GAS FIRED ROOFTOP UNIT, REFER TO SCHEDULE ON M200. INSTALL ON FACTORY ROOF CURB, COORDINATE EXACT ROOFTOP UNIT LOCATION WITH LANDLORD. SUPPLY DUCTWORK TO TERMINATE TIGHT TO ROOF IN 4 -WAY SUSPENDED CEILING DIFFUSER (DP -1), REFER TO SCHEDULE AND 2/M200. REFER TO SCHEDULE FOR DEMAND CONTROL VENTILATION AIRFLOW REQUIREMENTS. 2. ROOFTOP UNIT IS EXISTING TO REMAIN. REFURBISH UNIT AND REPLACE BELTS, FILTERS AND NECESSARY COMPONENTS TO ENSURE PROPER OPERATING CONDITION. NOTIFY OWNER OF ANY MAJOR REPAIRS. REBALANCE OUTSIDE AIRFLOW TO 1000 CFM. FIELD VERIFY THAT CAPACITY OF UNIT CAN MEET OR EXCEED THE AIRFLOW REQUIREMENTS AS SHOWN ON THE PLAN, NOTIFY OWNER IF THE EQUIPMENT CANNOT MEET THESE REQUIREMENTS. 3. VARIABLE AIR VOLUME UNITS IN MEZZANINE AREA ARE EXISTING TO REMAIN. CLEAN AND REFURBISH UNITS TO LIKE -NEW CONDITION. NOTIFY OWNER OF ANY MAJOR REPAIRS. ALL ASSOCIATED DUCTWORK AND AIR DEVICES ARE EXISTING TO REMAIN, ADJUST AIRFLOWS IF REQUIRED. FIELD VERIFY THERMOSTAT LOCATIONS, RELOCATE AS NECESSARY FOR DEMOLISHED WALLS. 4. AIR DEVICES ARE EXISTING TO REMAIN. RELOCATE AND REBALANCE AIRFLOWS IF NECESSARY. NOTED AIRFLOWS REPRESENT A MINIMUM REQUIREMENT FOR THE SPACE. 5. PROVIDE RECESSED 4" DRYER VENT IN WALL. ROUTE UP AND UNDER SUPPLY DUCT THROUGH WALL. PROVIDE ALUMINUM HOODED DRYER VENT WITH BACKDRAFT DAMPER EQUAL TO BROAN 647. 6. RESTROOMS AND ASSOCIATED EXHAUST SYSTEMS ARE EXISTING TO REMAIN. CLEAN AND REFURBISH EXHAUST FANS TO LIKE -NEW CONDITION. NOTIFY OWNER OF ANY MAJOR REPAIRS. AIRFLOWS SHOWN REPRESENT A MINIMUM EXHAUST REQUIREMENT FOR THE SPACE. 7. MOUNT THERMOSTAT WITH LOCKING COVER AT AN ELEVATION OF 72" ABOVE FINISHED PLATFORM FLOOR 8. EXTEND AND CONNECT 2 1/2" GAS PIPING TO NEAREST GAS PIPING OF EQUAL SIZE OR LARGER, FIELD VERIFY EXACT TIE-IN LOCATION. ADDITIONAL CONNECTED GAS LOAD IS 900 CFH, COORDINATE WITH UTILITY COMPANY. 9. STUB 1 1/2" GAS PIPING UP THROUGH ROOF. PROVIDE WITH GAS COCK, SEDIMENT TRAP AND FLEXIBLE CONNECTION. IF LL PROVIDED GAS PIPING EXCEEDS 11" W.C., PROVIDE GAS REGULATOR AS REQUIRED. CORE STATES trim ag ist REM RECEIVED CITY OF TUKWILA AUG 1 1 2017 PERMIT CENTER ERArFRRANDAPPO� REQUIRED 1700 W Industrial Drive, Ste. B Rogers, AR 72756 Phone (479) 986-4400 FAX (479) 986-4401 GROUP IEXPIRES �• `' lc\ PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT. REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED BY NIELSEN ARCHITECTURE, LLC. 1 W • co w co at 0. 00 w > ga z -I I PROJECT NUMBER: 2015-0116 DRAWN BY: APPROVED BY: ISSUE DATE: MCB DML 11/30/2016 REVISIONS # I DATE 8 /14/17 10 8/8/17 DESCRIPTION ADDENDUM 7 ADDENDUM 9 SHEET CONTENTS: MECHANICAL PLAN M 1 0 1 MECHANICAL SPECIFICATIONS 1. GENERAL 1.1 GENERAL REQUIREMENTS: 1.1.1 REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. EACH CONTRACTOR SHALL BECOME THOROUGHLY ACQUAINTED WITH ITS CONTENTS AS TO REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION. THE WORK REQUIRED UNDER THIS SECTION INCLUDES MATERIAL, EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES, AND LABOR REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. HEREAFTER IN THIS SPECIFICATION, THE WORD "MECHANICAL CONTRACTOR" SHALL REFER TO THE INSTALLING MECHANICAL CONTRACTOR AND "OWNER" SHALL REFER TO OWNER. 1.1.2 THE SPECIFICATIONS AND DRAWINGS FOR THE PROJECT ARE COMPLEMENTARY, AND PORTIONS OF THE WORK DESCRIBED IN ONE, SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES, NOTIFY THE ENGINEER AND/OR OWNER AND REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK INVOLVED. 1.2 INSPECTION OF SITE: 1.2.1 PRIOR TO SUBMITTING BID, VISIT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 1.3 MATERIAL AND WORKMANSHIP: 1.3.1 PROVIDE NEW MATERIAL, EQUIPMENT, AND APPARATUS UNDER THIS CONTRACT UNLESS OTHERWISE STATED HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE, AND FREE FROM ANY DEFECTS. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT NECESSARILY INTENDED TO DESIGNATE THE REQUIRED TRIM, WRITTEN DESCRIPTIONS OF THE TRIM GOVERN MODEL NUMBERS. 1.3.2 WORK PERFORMED UNDER THIS CONTRACT SHALL PROVIDE A NEAT AND "WORKMANLIKE" APPEARANCE WHEN COMPLETED, TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER. WORKMANSHIP SHALL BE THE FINEST POSSIBLE BY EXPERIENCED MECHANICS. INSTALLATIONS SHALL COMPLY WITH APPLICABLE CODES AND LAWS. 1.3.3 THE COMPLETE INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED VVITH RESPECT TO EFFICIENCY, CAPACITY, NOISE LEVEL, ETC. ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT, PIPING, DUCTS, AIR DEVICES, AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ACCEPTABLE. IN GENERAL, MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTED. 1.3.4 REMOVE FROM THE PREMISES WASTE MATERIAL PRESENT AS A RESULT OF WORK, INCLUDING CARTONS, CRATING, PAPER, STICKERS, AND/OR EXCAVATION MATERIAL NOT USED IN BACKFILLING, ETC. CLEAN EQUIPMENT INSTALLED UNDER THIS CONTRACT TO PRESENT A NEAT AND CLEAN INSTALLATION AT THE TERMINATION OF THE WORK. 1.3.5 REPAIR OR REPLACE PUBLIC AND PRIVATE PROPERTY DAMAGED AS A RESULT OF WORK PERFORMED UNDER THIS CONTRACT TO THE SATISFACTION OF AUTHORITIES AND REGULATIONS HAVING JURISDICTION. 1.4 COORDINATION: 1.4.1 COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF THE SYSTEMS THAT ARE BEING INSTALLED AND/OR EXISTING SYSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO THOSE ITEMS REQUIRING MAINTENANCE. COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD TO THE ABOVE SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE OWNER. 1.4.2 UNLESS OTHERWISE INDICATED, THE GENERAL CONTRACTOR WILL PROVIDE CHASES AND OPENINGS IN BUILDING CONSTRUCTION REQUIRED FOR INSTALLATION OF THE SYSTEMS SPECIFIED HEREIN. MECHANICAL CONTRACTOR SHALL FURNISH THE GENERAL CONTRACTOR WITH INFORMATION WHERE CHASES AND OPENINGS ARE REQUIRED, KEEP INFORMED AS TO THE WORK OF OTHER TRADES ENGAGED IN THE CONSTRUCTION OF THE PROJECT, AND EXECUTE WORK IN A MANNER AS TO NOT INTERFERE WITH OR DELAY THE WORK OF OTHER TRADES. 1.4.3 FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALE DIMENSIONS. MECHANICAL CONTRACTOR SHALL TAKE HIS OWN MEASUREMENTS AT THE BUILDING, AS VARIATIONS MAY OCCUR. MECHANICAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS THAT COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION. 1.4.4 PROVIDE MATERIALS WITH TRIM THAT WILL PROPERLY FIT THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY INSTALLED. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT INTENDED TO DESIGNATE THE REQUIRED TRIM. 1.4.5 MECHANICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR DUCTWORK LAYOUT TO THE CONSTRUCTION PROJECT MANAGER FOR OWNER APPROVAL PRIOR TO INSTALLATION. 1.5 ORDINANCES AND CODES: 1.5.1 WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM, BE IN CONFORMANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION. EQUIPMENT FURNISHED AND ASSOCIATED INSTALLATION WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT COMPLIANCE WITH CURRENT APPLICABLE CODES ADOPTED BY THE LOCAL AHJ INCLUDING ANY AMENDMENTS AND STANDARDS AS SET FORTH BY THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), UNDERWRITERS LABORATORIES (UL), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME), AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS (ASHRAE), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) AND OTHER NATIONAL STANDARDS AND CODES WHERE APPLICABLE. WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THEIR REFERENCED CODES, STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. 1.5.2 PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE ACCOMPLISHMENT OF THE WORK HEREIN DESCRIBED. WHERE REQUIRED, OBTAIN, PAY FOR AND FURNISH CERTIFICATES OF INSPECTION TO OWNER. MECHANICAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR VIOLATIONS OF THE LAW. 1.6 PROTECTION OF EQUIPMENT AND MATERIALS: 1.6.1 STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIALS DELIVERED TO JOB SITE. COVER WITH WATERPROOF, TEAR -RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL THAT HAS BEEN DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND MECHANICAL CONTRACTOR IS OBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND AS APPROVED BY OWNER. 1.6.2 KEEP PREMISES ROOM CLEAN FROM FOREIGN MATERIAL CREATED DURING WORK PERFORMED UNDER THIS CONTRACT. PIPING, EQUIPMENT, ETC., SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATION OF THE WORK. 1.6.3 PLUG OR CAP OPEN ENDS OF DUCTWORK AND PIPING SYSTEMS WHILE STORED OR INSTALLED DURING CONSTRUCTION WHEN NOT IN USE TO PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS. 1.6.4 KEEP THE MANUFACTURER PROVIDED PROTECTIVE COVERINGS ON FLOOR DRAINS, FLOOR SINKS, AND TRENCH DRAINS DURING CONSTRUCTION. REMOVE COVERINGS AT THE TERMINATION OF THE WORK AND POLISH EXPOSED SURFACES. 1.7 OPERATION AND MAINTENANCE INSTRUCTIONS: 1.7.1 COLLECT AND COMPILE A COMPLETE BROCHURE OF FIXTURES, MATERIALS, AND EQUIPMENT FURNISHED AND INSTALLED ON THIS PROJECT. INCLUDE OPERATIONAL AND MAINTENANCE INSTRUCTIONS, MANUFACTURER'S CATALOG SHEETS, WIRING DIAGRAMS, PARTS LISTS, APPROVED SHOP DRAWINGS, AND DESCRIPTIVE LITERATURE FURNISHED BY THE MANUFACTURER. INCLUDE AN INSIDE COVER SHEET THAT LISTS THE PROJECT NAME, DATE, OWNER, ARCHITECT, ENGINEER, GENERAL CONTRACTOR, SUBCONTRACTOR, AND AN INDEX OF CONTENTS. 1.7.2 SUBMIT COPIES OF LITERATURE BOUND IN APPROVED BINDERS TO THE ARCHITECT AND OWNER AT THE TERMINATION OF THE WORK. PAPER CLIPS, STAPLES, RUBBER BANDS, AND MAILING ENVELOPES ARE NOT CONSIDERED APPROVED BINDERS. FINAL APPROVAL OF MECHANICAL AND PLUMBING SYSTEMS WILL BE WITHHELD UNTIL THIS EQUIPMENT BROCHURE IS DEEMED COMPLETE BY THE ARCHITECT, ENGINEER, AND OWNER. 1.8 WARRANTIES: 1.8.1 WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULTY WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY A LONGER WARRANTY IN THE CONSTRUCTION DOCUMENTS OR MANUFACTURER'S STANDARD WARRANTY EXCEEDS 12 MONTHS. REMEDY ALL DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE GENERAL CONDITIONS AND DIVISION 1. 1.8.2 WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR REPLACEMENTS WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. 1.8.3 PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER. 1.8.4 AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL WARRANTIES, IN WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD, EACH WARRANTY INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THE COMMENCEMENT DATE AND TERM. 1.9 CUTTING AND PATCHING: 1.9.1 PERFORM CUTTING OF WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED TO INSTALL WORK UNDER THIS SECTION. OBTAIN PERMISSION FROM THE ARCHITECT PRIOR TO CUTTING. DO NOT CUT OR DISTURB STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL FROM THE ARCHITECT. CUT HOLES AS SMALL AS POSSIBLE. GENERAL CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. PATCHING SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION. REPAIR AND REFINISH AREAS DISTURBED BY WORK TO THE CONDITION OF ADJOINING SURFACES IN A MANNER SATISFACTORY TO THE ARCHITECT. 1.10 ROUGH -IN: 1.10.1 COORDINATE WITHOUT DELAY ROUGHING -IN WITH GENERAL CONSTRUCTION. CONCEAL PIPING AND CONDUIT ROUGH -IN EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. 1.11 STRUCTURAL STEEL: 1.11.1 STRUCTURAL STEEL USED FOR PIPE SUPPORTS, EQUIPMENT SUPPORTS, ETC., SHALL BE NEW, CLEAN, AND CONFORM TO ASTM DESIGNATION A-36. 1.11.2 SUPPORT PLUMBING AND MECHANICAL EQUIPMENT AND PIPING FROM THE BUILDING STRUCTURE. DO NOT SUPPORT PLUMBING EQUIPMENT FROM CEILINGS, OTHER MECHANICAL OR ELECTRICAL COMPONENTS, AND OTHER NON-STRUCTURAL ELEMENTS. 1.12 ACCESS DOORS: 1.12.1 PROVIDE ACCESS DOORS IN CEILINGS AND WALLS WHERE INDICATED OR REQUIRED FOR ACCESS TO CONCEALED VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. PROVIDE CONCEALED HINGES, SCREWDRIVER -TYPE LOCK, ANCHOR STRAPS; MANUFACTURED BY MILCOR, ZURN, TITUS, OR EQUAL. OBTAIN ARCHITECT'S APPROVAL OF TYPE, SIZE, LOCATION, AND COLOR BEFORE ORDERING. 1.13 PENETRATIONS: 1.13.1 SEAL FLOOR, EXTERIOR WALL AND ROOF PENETRATIONS WATER AND WEATHER TIGHT WITH APPROPRIATE NON -SHRINK, NON -HARDENING COMMERCIAL CONSTRUCTION SEALANT. SEAL ROOF PENETRATIONS WITH 4 POUND PER SQUARE FOOT LEAD FLASHING. PROVIDE A SLEEVE, AND SEAL NON -FIRE -RATED FLOOR AND WALL PENETRATIONS WITH FIBERGLASS PACKING AND SILICONE CAULK (FOR ACOUSTICAL INSULATION). 1.13.2 COORDINATE FIRE RATING REQUIREMENTS AND LOCATIONS WITH THE ARCHITECT. SEAL PENETRATIONS OF FIRE -RATED ASSEMBLIES WITH 3M # CP -25 FIRE BARRIER CAULK (PROVIDE THICKNESS AND METHOD AS REQUIRED AND RECOMMENDED BY MANUFACTURER) TO MAINTAIN THE FIRE RESISTANCE RATING OF FIRE -RATED ASSEMBLIES. 1.13.3 SEAL EXTERIOR WALL PENETRATIONS BELOW GRADE VVITH CAST IRON WALL PIPES AND MODULAR MECHANICAL SLEEVE SEALS, MANUFACTURED BY THUNDERLINE/LINK SEAL, CALPICO, INC AND METRAFLEX. 1.13.4 PROVIDE SLEEVES FOR HORIZONTAL PIPE PASSING THROUGH OR UNDER FOUNDATION. SLEEVES SHALL BE CAST IRON SOIL PIPE TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE SERVED. 1.13.5 PROVIDE SLEEVES FOR VERTICAL PIPE PASSING THROUGH SLAB ON GRADE. SLEEVES SHALL BE SCHEDULE 40 PVC PIPE, TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE SERVED. SEAL WATER -TIGHT WITH SILICONE CAULK. 2. HEATING, VENTILATION, AND AIR CONDITIONING 2.1 DUCTWORK: 2.1.1 MECHANICAL CONTRACTOR SHALL PROVIDE ANY DUCTWORK NECESSARY FOR A COMPLETE INSTALLATION OF HVAC SYSTEMS (INCLUDING EXHAUST SYSTEMS). ALL DUCTWORK IDENTIFICATION AND INSTALLATION TO ADHERE TO SMACNA STANDARDS AND ALL GOVERNING CODES. 2.1.2 ROUND PIPE DUCT RUNS SHALL BE CONSTRUCTED OF METAL PIPE WITH EXTERNAL SLEEVE INSULATION. 2.1.3 DUCTWORK CONNECTIONS TO AIR DEVICES MUST BE MADE WITH HARDPIPE ELBOWS, COVERED WITH SLEEVE INSULATION. FLEX DUCT MUST NOT BE UTILIZED FOR A 90 DEGREE CONNECTION TO AN AIR DEVICE. 2.1.4 BALANCING DAMPERS WITH DOUBLE LOCKING QUADS SHALL BE PROVIDED IN ALL ROUND PIPE TAKE -OFFS FROM THE MAIN TRUNKS, UNLESS OTHERWISE NOTED ON PLANS. 2.1.5 A MAXIMUM OF 6' OF FLEX DUCT MAY BE USED FOR FINAL CONNECTION OF SIDE WALL DIFFUSERS. 2.1.6 FLEX DUCT MUST BE PROPERLY SUPPORTED WITH ONE INCH STRAPS AND CUT TO PROPER LENGTH TO PREVENT SAGGING. 2.1.7 FLEX DUCT SHALL BE OWENS-CORNING FOIL -BACK HIGH QUALITY U/L APPROVED. PLASTIC WRAPPED FLEX DUCT IS NOT ACCEPTABLE. 2.1.8 RIGID ROUND DUCT SHALL BE USED FOR HOT FOODS EXHAUST. 2.2 INSULATION: 2.2.1 SUPPLY AND RETURN DUCTWORK INSIDE THE BUILDING SHALL BE INSULATED WITH 1.5" THICK ACOUSTICAL LINING WITH A MINIMUM R -VALUE OF 6.0 OR EXTERNALLY WRAPPED WITH 2" THICK GLASS FIBER DUCT WRAP. 2.2.2 SUPPLY AND RETURN DUCTWORK OUTSIDE THE BUILDING SHALL BE INSULATED WITH 2" LINER WITH A MINIMUM R -VALUE OF 8.0 AND SEAL SEAMS WEATHER TIGHT. 2.2.3 DEDICATED OUTSIDE AIR SUPPLY AND RELIEF DUCTWORK INSIDE THE BUILDING SHALL BE INSULATED WITH 2" THICK DUCT WRAP WITH A MINIMUM R -VALUE OF 6.0. 2.3 FINAL TESTING AND ADJUSTMENTS: 2.3.1 AIR BALANCE SHALL BE PERFORMED AT THE COMPLETION OF THE PROJECT. BALANCE EACH SUPPLY, RETURN, OUTSIDE AIR DEVICE WITHIN 5% OF REQUIREMENTS AND FURNISH A REPORT TO THE CONSTRUCTION PROJECT MANAGER. THE ENTIRE HVAC SYSTEM MUST BE FULLY OPERABLE, BALANCED, AND APPROVED BY OWNER'S REPRESENTATIVE ON THE DAY TENANT OPENS FOR BUSINESS. 2.3.2 ADJUST THERMOSTATS AND CONTROL DEVICES TO OPERATE AS INTENDED. ADJUST PUMPS, FANS, ETC. FOR PROPER AND EFFICIENT OPERATION. CERTIFY TO ARCHITECT THAT ADJUSTMENTS HAVE BEEN MADE AND THAT SYSTEM IS OPERATING SATISFACTORILY. CALIBRATE, SET AND ADJUST AUTOMATIC TEMPERATURE CONTROLS. CHECK PROPER SEQUENCING OF INTERLOCK SYSTEMS, AND OPERATION OF SAFETY CONTROLS. 2.3.3 VERIFY ECONOMIZER OPERATION PER MANUFACTURER PROCEDURE. 2.4 DIFFUSERS AND GRILLES (OWNER PROVIDED): 2.4.1 ALL SUPPLY AND RETURN AIR DEVICES SHALL BE INSTALLED BY THE MECHANICAL CONTRACTOR. 2.4.2 ALL AIR TERMINAL DEVICES SHALL BE INSTALLED AS SHOWN ON THE PLANS IN ORDER TO HANDLE THE DESIGNED AIR FLOW CAPACITIES WITH A MINIMUM AMOUNT OF NOISE AND STATIC PRESSURE. 2.5 CONDENSATE DRAINS: 2.5.1 THE MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL AS A MINIMUM A 4" DEEP P -TRAP ON CONDENSATE DRAIN OUTLETS WHERE THE CONDENSATE WATER WILL EXIT THE P -TRAP AT A POINT 1" LOWER THAN THE DRAIN CONNECTION AT THE UNIT. THE MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL CONDENSATE LINES AS REQUIRED TO MEET LOCAL CODES AND AS SHOWN ON THE MECHANICAL PLANS. THESE LINES SHALL BE SLOPED AWAY FROM THE UNITS, SUPPORTED AS REQUIRED TO ASSURE PROPER FLOW, AND AT THE MECHANICAL CONTRACTOR'S OPTION, CONDENSATE DRAIN LINES MAY BE SCHEDULE 40 PVC OR COPPER. ALL JOINTS SHALL BE SECURELY GLUED OR SOLDERED AS REQUIRED. INSULATE WITH 3/4" THICK PIPE INSULATION WHERE REQUIRED. 2.6 CONTROLS: 2.6.1 RTU CONTROLS TO BE PROVIDED PER LATEST HJC ORDER FORM. COORDINATE LOCATIONS FOR THERMOSTAT AND SENSORS FOR ROUGH -IN 2.6.2 SMOKE DETECTORS AND SAMPLING TUBES PROVIDED AND INSTALLED TO THE UNITS AND IN THE DUCTWORK BY TRANE. THE SMOKE DETECTORS SHALL DISABLE HVAC UNIT OPERATION UPON ACTIVATION. 2.7 ELECTRICAL: 2.7.1 LOW VOLTAGE WIRING - ALL PROVISIONS FOR LOW VOLTAGE WIRING SHALL BE PERFORMED BY THE MECHANICAL CONTRACTOR UNLESS CODES OR LABOR SITUATIONS DO NOT PERMIT. IF THE MECHANICAL CONTRACTOR CAN NOT PERFORM LOW VOLTAGE WIRING, THE MECHANICAL CONTRACTOR SHALL INFORM THE GENERAL CONTRACTOR, AS PART OF THE HVAC BID DOCUMENT, TO HAVE THE ELECTRICAL SUBCONTRACTOR INCLUDE THIS WORK IN THEIR BID. 2.7.2 POWER WIRING - ALL ELECTRICAL POWER WIRING TO INCLUDE FINAL CONNECTIONS SHALL BE PROVIDED BY THE GENERAL CONTRACTORS ELECTRICAL SUBCONTRACTOR. 2.8 GAS PIPING: 2.8.1 SCHEDULE 40 BLACK CARBON STEEL WITH MALLEABLE IRON THREADED FITTINGS. PROVIDE SHUT-OFF VALVE, DIRT LEG, AND UNION AT EACH ROOFTOP UNIT. PAINT ALL GAS PIPING EXPOSED TO WEATHER WITH ONE COAT OF PRIMER, AND TWO COATS OF RUST -PROOF PAINT. COLOR SHALL MATCH BUILDING COLORS. COORDINATE WITH OWNER'S CONSTRUCTION MANAGER. 2.8.2 TREATED WOOD BLOCKING 6X6X12, 8'-0" OC MAX WITH GALVANIZED PIPE STRAP, 1 1/4" ZINC COATED LAG SCREWS, AND RUBBER WALKPAD ADHERED TO ROOF. 2.9 REFRIGERATION LINES: 2.9.1 REFRIGERATION LINE SETS FOR HVAC UNITS ARE TO BE PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR. 2.10 MECHANICAL CONTRACTOR RESPONSIBILITIES: 2.10.1 AFTER COMPLETION OF THE WORK DESCRIBED IN THIS SPECIFICATION AND SHOWN ON THE DRAWINGS, THE MECHANICAL CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, REMOVING ALL LABELS AND STICKERS NOT CONTAINING OPERATION INSTRUCTION. MECHANICAL CONTRACTOR SHALL REMOVE CRATING DEBRIS, LEAVING THE INSTALLATION FINISHED AND READY FOR OPERATION, TO INCLUDING CLEAN FILTERS IN AIR HANDLING UNITS. ROOF CURB CONTRACTOR PROVIDED AIR DEVICE SCHEDULE MARK OWNER PROVIDED ROOFTOP UNIT SCHEDULE MODEL MARK MFG'R MODEL NOM. TONS SUPPLY CFM SUPPLY FAN H.P. EXT. S.P. O/A CFM MIN/MAX COOLING BTUH HEATING ELECTRICAL DATA EER/ ITER OPER. WEIGHT W/ CURB LBS NOTES COOLING TOTAL COOLING SENSIBLE HEATING INPUT (MBH) HEATING OUTPUT (MBH) COMP. NO. COMP. RLA EA. FAN NO. FAN FLA EA. VOLTS PHASE MCA FUSE SIZE GAS HEAT RTU -1 YORK ZF240N30D4 20 8000 7.5 0.7" 600 / 4000 260,200 189,300 300 240 2 17.9 2 2.2 460 3 56.9 70 10 / 11 3163 1-11 GAS HEAT RTU -2 YORK ZF240N30D4 20 8000 7.5 0.7" 600 / 4000 260,200 189,300 300 240 2 17.9 2 2.2 460 3 56.9 70 10 / 11 3163 1-11 GAS HEAT RTU -3 YORK ZF240N30D4 20 8000 7.5 0.7" 600 / 4000 260,200 189,300 300 240 2 17.9 2 2.2 460 3 56.9 70 10 / 11 3163 1-11 NOTES: 1 PROVIDE WITH 14" CURB 2 UNITS SELECTED WITH SPECS. AT 80 -DEG F DB, 67 -DEG F WB, 95 -DEG F OUTDOOR AIR AMBIENT. 3 ROOFTOP UNIT SHALL BE ORIENTED FOR DOWN DISCHARGE. 4 PROVIDE UNIT WITH CO2 INDOOR AIR QUALITY SENSOR AND CONTROLS FOR DEMAND CONTROL VENTILATION (DCV) OPERATION. BALANCE MINIMUM O.A. SETTING AS SCHEDULED. 5 PROVIDE WITH LOW LEAK ECONOMIZER AND BAROMETRIC RELIEF DAMPER 6 PROVIDE WITH TWO SETS OF 2" 30% PLEATED FILTERS. CHANGE FILTERS PRIOR TO AIR BALANCE AND AFTER FINAL STORE CLEANING. DATE FILTERS. 7 PROVIDE WITH 7 -DAY PROGRAMMABLE THERMOSTATS WITH LOCKABLE COVER. 8 PROVIDE WITH SMOKE DETECTOR INSTALLED IN SUPPLY AIR DUCT. GENERAL CONTRACTOR TO MAKE FINAL CONNECTION. UPON ACTIVATION SMOKE DETECTOR IS TO SHUT DOWN RTU. 9 PROVIDE ROOFTOP UNIT WITH NON -POWERED CONVENIENCE OUTLET - 110 V AC AND NON FUSED DISCONNECT SWITCH. 10 CONTRACTOR TO PERMANENTLY LABEL ALL HVAC UNITS PER PLAN. 11 COORDINATE ALL WORK WITH G.C. AND LANDLORD. * BALANCE OUTSIDE AIR QUANTITY SHOWN ON PLAN AND SCHEDULE. CONTRACTOR PROVIDED AIR DEVICE SCHEDULE MARK MFG'R MODEL SERVICE FRAME SIZE DUCT SIZE MOUNTING TYPE COLOR FINISH NOTES DP1 AES ADB -1-25-4 SUPPLY 40X40 PER PLAN CEILING SUSPENDED WHITE -- NOTES: COORDINATE WITH OWNER ON APPROVED ALTERNATES VENT DISCHARGE CONDENSATE DRAIN ONTO ROOF MTD. SPLASH BLOCK. CLEAN OUT PLUG SPLASH BLOCK NEW HVAC UNIT ROOFTOP UNIT DETAIL NO SCALE AIR FLOW SUPPLY AIR DROP TRANSITION TO - DROPBOX DIFFUSER DIFFUSER CAP DROPBOX DIFFUSER, LOCATE TOP OF DIFFUSER OULET 4" BELOW BOTTOM OF ADJACENT STEEL DUCTWORK TO CLEANED AND READY FOR PAINT. REF ARCH PLAN FOR FINISH COLOR, COORDINATE WITH GC OPEN CEILING DUCTING ECONOMIZER ACCESSORY HOOD. FLEXIBLE CONNECTIONS INSTALLED ABOVE ROOF. DUCT MTD. SMOKE DETECTOR IN RETURN AIR DUCT DROP SUPPLY AND RETURN AIR DROPS. 1" WIRE MESH SCREEN OVER OPENING. SEE PLAN FOR SIZING (TYP.) CONTRACTOR PROVIDED PARKING GARAGE EXHAUST FAN SCHEDULE MARK MANUFACTURER MODEL FAN RPM MOTOR HP ESP (IN.W.C) CFM V/PH/HZ NOTES EF -1 GREENHECK SBE -2L54 500 7.5 0.25 25500 460/3/60 1,2,3,4,5 NOTES: 1 FAN SHALL BE CONTROLLED WITH TIMECLOCK, FAN TO BE RUNNING DURING OPERATING HOURS. 2 PROVIDE WITH FACTORY BACKDRAFT DAMPER AND WALL COLLAR. 3 PROVIDE WITH DISCONNECT SWITCH. 4 PROVIDE WITH MOTOR SIDE PROTECTIVE GUARD. 5 PROVIDE WITH 45° DEGREE WEATHERHOOD WITH BIRD SCREEN. MAIN DUCT 1" MIN. ON TOP AND BOTTOM MAIN DUCT 45° L=W/4 (4" MIN.) USE ONLY AT LAST TAKEOFF BEFORE OUTLETS & THEN ONLY WHERE RECTANGULAR RUNOUTS ARE INDICATED ON DRAWINGS ADJUSTABLE ELBOW RINGS SUPPLY G� AIRFLOW SEAL ALL AROUND EQUAL TO REQ'D MAIN DUCT BRANCH DUCT DIA. 1 SEAL ALL ROUND BRANCH DUCT BALANCING DAMPER (BD.) WHERE INDICATED ON DRAWING. MINIMUM OF 1 DUCT DIA. FROM MAIN DUCT EVIS1 • 1" MIN. ON TOP AND BOTTOM 1/4 BRANCH DUCT WIDTH, BUT MIN. 4" EQUAL TO REQ'D EiVEBANCH DUCT OF TU1WInAONs AUG 1 1 2017 PERMIT CENTER SEPARATE 4 TYPICAL BRANCH TAKE -OFF DET�t} REQUIRE NO SCALE 17 W •CDN WW < 2E- O W z=0J OU�- V Q F.)c) -N/ W � W m z CORE SiTE trio 700 W Industrial Drive, Ste. B Rogers, AR 72756 Phone (479) 986.4400 FAX (479) 986-0401 GROUP IXPIRES • k • PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT, REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED BY NIELSEN ARCHITECTURE, LLC. PROJECT NUMBER: 2015-0116 DRAWN BY: APPROVED BY: ISSUE DATE: MCB DML 11/30/2016 REVISIONS MECHANICAL SPECIFICATIONS, SCHEDULES AND DETAILS M200 20A ELECTRICALLY HELD, ELECTRICALLY CONTROLLED LIGHTING CONTACTOR. NUMBER OF POLES AS REQUIRED TO LIGHT FIXTURES TO 120 VAC tH MASTER SWITCH N CIRCUITS FROM PANELBOARD. REFER TO PANELBOARD SCHEDULES FOR CIRCUIT NUMBERS CONTROLLED. SFX LIGHTING CONTACTOR(C3) SCHEMATIC WIRING DIAGRAM NTS 20A ELECTRICALLY HELD, ELECTRICALLY CONTROLLED LIGHTING CONTACTOR. NUMBER OF POLES AS REQUIRED, GROUND NEUTRAL HOT GROUND NEUTRAL HOT 120V SIGNAGE PHOTOCELL (PC) (LOCATE OUTSIDE ON ROOF ABOVE ELECTRICAL ROOM WITH UNOBSTRUCTED VIEW TO THE NORTH) WIRES IN 1/2" RMC TO 120 VAC ►H� 0 CIRCUITS FROM O PANELBOARD. REFER TO PANELBOARD O SCHEDULES FOR CIRCUIT NUMBERS O CONTROLLED. LIGHTING CONTACTOR AND TIME SWITCH ENCLOSURE (NEMA 1) HAND -OFF -AUTO SWITCH AUTO O OFF HAND SIGNAGE LIGHTING CONTACTOR(C2) SCHEMATIC WIRING DIAGRAM NTS PRIOR TO INSTALL, GC TO CONTACT OWNER FOR CURRENT HJC ORDER FORM, LIGHTING LAY -OUT, AND AV PLAN. CONTROL UNIT RATED FOR 20A RED RED BLACK T WHITE RED (+24V DC @150mA) LIGHTING LOAD OVERRIDE OFF SWITCHES BLACK(COMMON) BLUE (CONTROL) CONTROL UNIT TYPICAL OCCUPANCY SENSOR SCHEMATIC WIRING DIAGRAM 0-) NTS CONTROL UNIT RATED FOR 20A 1 RED RED BLACK WHITE OVERRIDE OFF SWITCH RED (+24V DC @150mA) LIGHTING LOAD BLACK(COMMON) BLUE (CONTROL) CONTROL UNIT TYPICAL OCCUPANCY SENSOR SCHEMATIC WIRING DIAGRAM NTS n HOT NEUTRAL BLK WHITE RED OCCUPANCY SENSOR LOAD GENERAL NOTES A. GC SHALL REFER TO SHEET G105 FOR OWNER PROVIDED ITEMS. B, REFER TO MECHANICAL DRAWINGS FOR LOCATIONS OF MECHANICAL EQUIPMENT AND CLEARANCES AROUND MECHANICAL EQUIPMENT. C. PROVIDE ROUGH -IN OF ALL BACK BOXES, CONDUIT AND OTHER WIRE WAYS AS REQUIRED FOR LOW VOLTAGE SYSTEMS. D. PROVIDE ROUGH -IN OF ALL BACK BOXES, CONDUIT AND OTHER WIRE WAYS AS REQUIRED FOR FIRE ALARM SYSTEM. REFER TO DRAWINGS AND SPECIFICATIONS BY OTHERS FOR ADDITIONAL INFORMATION. E, COORDINATE ALL ABOVE COUNTER RECEPTACLES WITH ARCHITECTURAL DRAWINGS AND MILLWORK. F, ALL RECEPTACLES INSTALLED WITHIN 6 FEET OF A SINK OR OTHER SIMILAR WATER SURFACE SHALL CONSIST OF A GFCI PROTECTED DEVICE. G. NEUTRALS SHALL NOT BE SHARED FOR ANY SINGLE POLE CIRCUITS; NEUTRALS SHALL NOT BE SHARED FOR ANY GFCI OR ISOLATED GROUNDED CIRCUIT. H, PROVIDE FINAL CONNECTION TO ALL EQUIPMENT IN CONFORMANCE WITH EQUIPMENT SUPPLIER WIRING DIAGRAMS. I. J, INSTALL EQUIPMENT IN A MANNER TO REMAIN ACCESSIBLE WITH REASONABLE MEANS BY THE OWNER FOLLOWING COMPLETION OF WORK. SPECIAL ATTENTION AND ADDITIONAL COORDINATION IS EXPECTED IN AREAS OF THE BUILDING WHERE THE CEILING AND STRUCTURE HEIGHTS HAVE SIGNIFICANT DIFFERENT ELEVATIONS. EQUIPMENT REQUIRING POSSIBLE FUTURE ACCESS SHALL BE INSTALLED SUCH THAT IT MAY BE SAFELY ACCESSED FROM A STANDARD STEP LADDER OR PERSONNEL LIFT SUITABLE FOR THE LOCATION AND CEILING HEIGHT, WITHOUT REMOVING OR DAMAGING THE CEILING GRID STRUCTURE. COORDINATE ALL DEVICE LOCATIONS WITH THE ARCHITECTURAL WALL FINISHES. SPECIAL ATTENTION AND COORDINATION OF WALL FINISHES IS EXPECTED PRIOR TO ROUGH -IN. EXACT LOCATION OF DEVICES SHALL BE COORDINATED WITH THE ARCHITECT PRIOR TO ROUGH -IN TO AVOID INSTALLATION ON SPECIAL WALL FINISHES. THE ARCHITECT MAY REQUEST DEVICES TO BE RELOCATED TO AVOID SPECIAL WALL FINISHES THAT ARE NOT COORDINATED PRIOR TO ROUGH -IN. K, SPECIAL ATTENTION SHALL BE GIVEN TO ALL RACEWAYS WITHIN FINISHED AREAS OPEN TO STRUCTURE. IN GENERAL, ALL RACEWAYS SHALL BE CONCEALED WITHIN WALLS, BELOW FLOOR SLABS, OR ABOVE ROOF DECK. PRIOR TO ROUGH -IN, COORDINATE ALL EXPOSED RACEWAYS AND BOXES WITH ARCHITECT PRIOR TO CONSTRUCTION OF WALLS, FLOOR SLABS, OR ROOF DECK. L, M. N. IN AREAS WHERE EXPOSED RACEWAYS ARE REQUIRED, INSTALL SYSTEMS TIGHT TO STRUCTURE AND PAINT TO MATCH THE STRUCTURE. PROVIDE A GREEN EQUIPMENT GROUNDING CONDUCTOR SIZED PER NEC FOR ALL CIRCUITS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE PANELBOARD IDENTIFICATION SCHEDULES. 0. BRANCH CIRCUIT CONDUCTORS SHALL BE MINIMUM #12 AWG UNLESS NOTED OTHERWISE IN SCHEDULES. WHERE 20A BRANCH CIRCUITS HAVE #8 AND LARGER WIRE SPECIFIED, #10 AWG WIRE SHALL BE USED FOR THE FINAL CONNECTION (15 -FT MAXIMUM). P, Q. WHERE BRANCH CIRCUITS ARE GROUPED. SIZE CONDUIT AND DERATE CURRENT CARRYING CONDUCTORS PER NEC. CONTRACTOR RESPONSIBLE TO TRACE OUT CIRCUITS TO CONFIRM ACCURACY OF EXISTING PANELBOARD DIRECTORIES. NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES. R. THE GC SHOULD ASSESS ALL BUILDING SYSTEMS AND BRING ANY DEFICIENCIES TO OUR IMMEDIATE ATTENTION BUT NOT MORE THAN 15 DAYS AFTER THE ISSUANCE OF THE BUILDING PERMIT. THE SYSTEMS INCLUDE HVAC, ELECTRICAL, PLUMBING, ROOF, STRUCTURE, LANDSCAPE IRRIGATION, SEWER, WATER, ETC. w (91— _, X GROUND LOAD 01— J X L TYPICAL OCCUPANCY SENSOR SCHEMATIC WIRING DIAGRAM NTS DEMO NOTES PERFORM ANY/ALL NECESSARY ELECTRICAL DEMOLITION WORK THAT IS REQUIRED TO FACILITATE THE NEW INSTALLATION. FIELD COORDINATE PRIOR TO BIDS REMOVE AND/OR MODIFY EQUIPMENT, CONDUIT, WIRE ETC. AS REQUIRED FOR A COMPLETE INSTALLATION. DEVICES OR EQUIPMENT REMAINING AFTER THE DEMOLITION IS COMPLETE SHALL BE RECONNECTED OR MAINTAINED TO EXISTING OR NEW CIRCUITS AND LEFT IN GOOD WORKING ORDER. FIELD VERIFY ALL CONDITIONS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE GC SHALL CONTACT THE ARCHITECT PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT THE GC'S COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES. THE PLANS AND SPECIFICATIONS NOT WITHSTANDING THE CONTRACTOR SHALL ALERT ARCHITECT OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. FIRE ALARM NOTE CONTRACTOR IS TO PROVIDE ALL FIRE ALARM DEVICES IN TENANT SPACE AS LOCAL CODE REQUIRES. FIELD VERIFY EXISTING CONDITIONS AND REUSE EXISTING EQUIPMENT IF ABLE. CONNECT DUCT SMOKE DETECTOR IS INSTALLED TO FIRE ALARM PANEL. REF TO MECHANICAL DRAWINGS FOR MORE INFORMATION. CONNECT FIRE ALARM OUTPUT TO STEREO HEAD UNIT AND CONTROL DEVICE OF SFX LIGHTING SO THAT BOTH AUDIO AND SFX LIGHTING IS TURNED OFF IN THE EVENT OF ALARM. ELECT. SYMBOLS LEGEND TYPE MANUFACTURER/MODEL # LAMPS INPUT WATTS DESCRIPTION NO. TYPE VOLT E2 EMERGI LITE #EL-2LED -LED 120/277 1 SURFACE MOUNTED LED EMERGENCY LIGHT WITH NiCd BATTERY FOR MINIMUM 90 MINUTES OF EMERGNECY OPERATION WHITE THERMOPLASTIC HOUSING MEETS UL 924 STANDARDS F2 F1042-N-T8/N -LED FLUORESCENT FIXTURE, NIGHT LIGHT 120/277 30 4 FT. LED ALL PURPOSE STRIP FIXTURE STEEL HOUSING UNIVERSAL BALLAST 120/277 IP.Ir FLUORESCENT FIXTURE, EMERGENCY LIGHT / ® EXIT FIXTURE (WALL MOUNTED/CEILING MOUNTED) EMERGENCY FIXTURE, +7'-6" UNO A • • EXIT/EMERGENCY COMBO FIXTURE, +7'-6" UNO 0 /9L. EMERGENCY BALLAST AND EMERGENCY REMOTE HEADS, +7'-6" UNO CEILING MOUNTED OCCUPANCY SENSOR (((((0 ))))) F6 LUMENBEAM #LBM-XXX-NF-LSLV-BK-NO-SY - LED 120 28 TUNABLE LED LUMINAIRE FOR INTERIOR AND EXTERIOR LIGHTING (COORDINATE COLOR WITH OWNER REPRESENTATIVE) X1 EMERGI LITE #ELXN400RN SWITCH, 3 -WAY, +44" UNO RED LED included 120/277 2 LED EXIT UNIT. SINGLE FACE AS INDICATED ON PLANS. UNIVERSAL MOUNT FOR TOP OR BACK MOUNTING. HIGH IMPACT THERMOPLASTIC WHITE HOUSING WITH RED LEDS. DIRECTIONAL CHEVRON KNOCKOUTS. UNIVERSLA VOLTAGE 120/277. LEAD ACID 6 -VOLT BATTERY CAPABLE OF 90 MINUTES OF EMERGENCY OPERATION RE: DRAWINGS FOR DIRECTIONAL ARROWS, MOUNTING AND SINGLE/DOUBLE FACE DESIGNATION. PROVIDE WITH STEM MOUNT KITS AS REQUIRED. CONFIRM FIXTURE FINISHES WITH ARCHITECT PRIOR TO ORDERING. X2 EMERGI LITE #ELXN400RN(WIREDGUARD) DS RED LED included 120/277 2 SAMES AS TYPE X1, EXCEPT WITH WIREGUARD OPTION El EMERGENSEE #BZ -LUX -SD -CW RECEPTACLE, DUPLEX, +16" UNO LED 120/277 12V 0.11/0.5 SURFACE MOUNTED EXTERIOR EMERGENCY LIGHTING UNIT. CAST ALUMINUM BACK PLATE WITH FULLY GASKETED CLEAR POLYCARBONATE COVER, NEMA -4X RATED. DARK BRONZE HOUSING. 90 MINUTE EMERGENCY OPERATION. INTEGRAL, SEALED, COLD WEATHER SUITABLE MAINTENANCE FREE, LEAD -CALCIUM BATTERY. SELF-DIAGNOSTIC. UL924 LISTED. INTEGRAL TEST SWITCH AND INDICATING LIGHT. TAMPER PROOF SCREWS WITH BIT. COLD WEATHER RATED (-20F TO +104F). @ GENERAL NOTES: A. VERIFY CEILING, WALL AND STRUCTURAL CONDITIONS AND COORDINATE LIGHT FIXTURE MOUNTING HARDWARE AND TRIMS NEEDED TO SUIT CONDITIONS PRIOR TO ORDERING. B. VERIFY QUANTITIES, MODEL NUMBERS AND DESCRIPTIONS WITH MANUFACTURER PRIOR TO PLACING ORDER. C. VERIFY FINISH AND COLOR WITH ARCHITECT PRIOR TO PLACING ORDER. D. REFER TO ARCHITECTURAL DRAWINGS AND DETAILS FOREXACT LOCATIONS, MOUNTING HEIGHTS AND ADDITIONAL MOUNTING INFORMATION. CONTACT ARCHITECT IMMEDIATELY IF THERE ARE DISCREPANCIES C C ATI O BETWEEN THE ARCHITECTURAL AND ELECTRICAL LIGHTING PLANS. CONFIRM EXACT LOCATIONS OF LIGHT FIXTURES WITH ARCHITECT PRIOR TO ROUGH -IN AND SUBMIT WITH COORDINATION DRAWINGS. E. CATALOG NUMBERS SHALL NOT BE CONSIDERED COMPLETE AND MATERIAL SHALL NOT BE ORDERED BY MANUFACTURER AND CATALOG NUMBERS ONLY. FIRST READ THE COMPLETE DESCRIPTION, NOTES AND SPECIFICATIONS IN CONJUNCTION WITH THE CATALOG NUMBER TO DETERMINE THE EXACT MATERIAL AND ACCESSORIES TO BE ORDERED. THE MANUFACTURES LISTED ARE THE BASIS FOR THE DESIGN. F. REFER TO RELAY SCHEDULES AND PANELBOARD SCHEDULES FOR CONTROL INFORMATION. PRIOR TO INSTALL, GC TO CONTACT OWNER FOR CURRENT HJC ORDER FORM, LIGHTING LAY -OUT, AND AV PLAN. CONTROL UNIT RATED FOR 20A RED RED BLACK T WHITE RED (+24V DC @150mA) LIGHTING LOAD OVERRIDE OFF SWITCHES BLACK(COMMON) BLUE (CONTROL) CONTROL UNIT TYPICAL OCCUPANCY SENSOR SCHEMATIC WIRING DIAGRAM 0-) NTS CONTROL UNIT RATED FOR 20A 1 RED RED BLACK WHITE OVERRIDE OFF SWITCH RED (+24V DC @150mA) LIGHTING LOAD BLACK(COMMON) BLUE (CONTROL) CONTROL UNIT TYPICAL OCCUPANCY SENSOR SCHEMATIC WIRING DIAGRAM NTS n HOT NEUTRAL BLK WHITE RED OCCUPANCY SENSOR LOAD GENERAL NOTES A. GC SHALL REFER TO SHEET G105 FOR OWNER PROVIDED ITEMS. B, REFER TO MECHANICAL DRAWINGS FOR LOCATIONS OF MECHANICAL EQUIPMENT AND CLEARANCES AROUND MECHANICAL EQUIPMENT. C. PROVIDE ROUGH -IN OF ALL BACK BOXES, CONDUIT AND OTHER WIRE WAYS AS REQUIRED FOR LOW VOLTAGE SYSTEMS. D. PROVIDE ROUGH -IN OF ALL BACK BOXES, CONDUIT AND OTHER WIRE WAYS AS REQUIRED FOR FIRE ALARM SYSTEM. REFER TO DRAWINGS AND SPECIFICATIONS BY OTHERS FOR ADDITIONAL INFORMATION. E, COORDINATE ALL ABOVE COUNTER RECEPTACLES WITH ARCHITECTURAL DRAWINGS AND MILLWORK. F, ALL RECEPTACLES INSTALLED WITHIN 6 FEET OF A SINK OR OTHER SIMILAR WATER SURFACE SHALL CONSIST OF A GFCI PROTECTED DEVICE. G. NEUTRALS SHALL NOT BE SHARED FOR ANY SINGLE POLE CIRCUITS; NEUTRALS SHALL NOT BE SHARED FOR ANY GFCI OR ISOLATED GROUNDED CIRCUIT. H, PROVIDE FINAL CONNECTION TO ALL EQUIPMENT IN CONFORMANCE WITH EQUIPMENT SUPPLIER WIRING DIAGRAMS. I. J, INSTALL EQUIPMENT IN A MANNER TO REMAIN ACCESSIBLE WITH REASONABLE MEANS BY THE OWNER FOLLOWING COMPLETION OF WORK. SPECIAL ATTENTION AND ADDITIONAL COORDINATION IS EXPECTED IN AREAS OF THE BUILDING WHERE THE CEILING AND STRUCTURE HEIGHTS HAVE SIGNIFICANT DIFFERENT ELEVATIONS. EQUIPMENT REQUIRING POSSIBLE FUTURE ACCESS SHALL BE INSTALLED SUCH THAT IT MAY BE SAFELY ACCESSED FROM A STANDARD STEP LADDER OR PERSONNEL LIFT SUITABLE FOR THE LOCATION AND CEILING HEIGHT, WITHOUT REMOVING OR DAMAGING THE CEILING GRID STRUCTURE. COORDINATE ALL DEVICE LOCATIONS WITH THE ARCHITECTURAL WALL FINISHES. SPECIAL ATTENTION AND COORDINATION OF WALL FINISHES IS EXPECTED PRIOR TO ROUGH -IN. EXACT LOCATION OF DEVICES SHALL BE COORDINATED WITH THE ARCHITECT PRIOR TO ROUGH -IN TO AVOID INSTALLATION ON SPECIAL WALL FINISHES. THE ARCHITECT MAY REQUEST DEVICES TO BE RELOCATED TO AVOID SPECIAL WALL FINISHES THAT ARE NOT COORDINATED PRIOR TO ROUGH -IN. K, SPECIAL ATTENTION SHALL BE GIVEN TO ALL RACEWAYS WITHIN FINISHED AREAS OPEN TO STRUCTURE. IN GENERAL, ALL RACEWAYS SHALL BE CONCEALED WITHIN WALLS, BELOW FLOOR SLABS, OR ABOVE ROOF DECK. PRIOR TO ROUGH -IN, COORDINATE ALL EXPOSED RACEWAYS AND BOXES WITH ARCHITECT PRIOR TO CONSTRUCTION OF WALLS, FLOOR SLABS, OR ROOF DECK. L, M. N. IN AREAS WHERE EXPOSED RACEWAYS ARE REQUIRED, INSTALL SYSTEMS TIGHT TO STRUCTURE AND PAINT TO MATCH THE STRUCTURE. PROVIDE A GREEN EQUIPMENT GROUNDING CONDUCTOR SIZED PER NEC FOR ALL CIRCUITS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE PANELBOARD IDENTIFICATION SCHEDULES. 0. BRANCH CIRCUIT CONDUCTORS SHALL BE MINIMUM #12 AWG UNLESS NOTED OTHERWISE IN SCHEDULES. WHERE 20A BRANCH CIRCUITS HAVE #8 AND LARGER WIRE SPECIFIED, #10 AWG WIRE SHALL BE USED FOR THE FINAL CONNECTION (15 -FT MAXIMUM). P, Q. WHERE BRANCH CIRCUITS ARE GROUPED. SIZE CONDUIT AND DERATE CURRENT CARRYING CONDUCTORS PER NEC. CONTRACTOR RESPONSIBLE TO TRACE OUT CIRCUITS TO CONFIRM ACCURACY OF EXISTING PANELBOARD DIRECTORIES. NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES. R. THE GC SHOULD ASSESS ALL BUILDING SYSTEMS AND BRING ANY DEFICIENCIES TO OUR IMMEDIATE ATTENTION BUT NOT MORE THAN 15 DAYS AFTER THE ISSUANCE OF THE BUILDING PERMIT. THE SYSTEMS INCLUDE HVAC, ELECTRICAL, PLUMBING, ROOF, STRUCTURE, LANDSCAPE IRRIGATION, SEWER, WATER, ETC. w (91— _, X GROUND LOAD 01— J X L TYPICAL OCCUPANCY SENSOR SCHEMATIC WIRING DIAGRAM NTS DEMO NOTES PERFORM ANY/ALL NECESSARY ELECTRICAL DEMOLITION WORK THAT IS REQUIRED TO FACILITATE THE NEW INSTALLATION. FIELD COORDINATE PRIOR TO BIDS REMOVE AND/OR MODIFY EQUIPMENT, CONDUIT, WIRE ETC. AS REQUIRED FOR A COMPLETE INSTALLATION. DEVICES OR EQUIPMENT REMAINING AFTER THE DEMOLITION IS COMPLETE SHALL BE RECONNECTED OR MAINTAINED TO EXISTING OR NEW CIRCUITS AND LEFT IN GOOD WORKING ORDER. FIELD VERIFY ALL CONDITIONS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE GC SHALL CONTACT THE ARCHITECT PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT THE GC'S COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES. THE PLANS AND SPECIFICATIONS NOT WITHSTANDING THE CONTRACTOR SHALL ALERT ARCHITECT OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. FIRE ALARM NOTE CONTRACTOR IS TO PROVIDE ALL FIRE ALARM DEVICES IN TENANT SPACE AS LOCAL CODE REQUIRES. FIELD VERIFY EXISTING CONDITIONS AND REUSE EXISTING EQUIPMENT IF ABLE. CONNECT DUCT SMOKE DETECTOR IS INSTALLED TO FIRE ALARM PANEL. REF TO MECHANICAL DRAWINGS FOR MORE INFORMATION. CONNECT FIRE ALARM OUTPUT TO STEREO HEAD UNIT AND CONTROL DEVICE OF SFX LIGHTING SO THAT BOTH AUDIO AND SFX LIGHTING IS TURNED OFF IN THE EVENT OF ALARM. ELECT. SYMBOLS LEGEND (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) SYMBOL DESCRIPTION KD WALL MOUNTED LIGHT FIXTURE FLUOR. FIXTURE, SURFACE MOUNTED FLUORESCENT FIXTURE, 0 FLUORESCENT FIXTURE, NIGHT LIGHT IP.Ir FLUORESCENT FIXTURE, EMERGENCY LIGHT / ® EXIT FIXTURE (WALL MOUNTED/CEILING MOUNTED) EMERGENCY FIXTURE, +7'-6" UNO A • • EXIT/EMERGENCY COMBO FIXTURE, +7'-6" UNO 0 /9L. EMERGENCY BALLAST AND EMERGENCY REMOTE HEADS, +7'-6" UNO CEILING MOUNTED OCCUPANCY SENSOR (((((0 ))))) 7 DATA OUTLET V TELEPHONE OUTLET ® DATA/ TELEPHONE OUTLET $ SWITCH, SINGLE POLE, +44" UNO $3 SWITCH, 3 -WAY, +44" UNO $4 SWITCH, 4 -WAY, +44" UNO DAY LIGHT SENSOR DS $D SWITCH, 0-10 VOLT DIMMER, +44" UNO SOS SWITCH, OCCUPANCY SENSOR, +44" UNO RECEPTACLE, DUPLEX, +16" UNO RECEPTACLE, DUPLEX FLUSH FLOOR @ !:' RECEPTACLE, DOUBLE DUPLEX, +16" UNO 17 C CONTROLLED RECEPTACLE VIA TIMECLOCK +16" UNO cps DC DROP CORD WITH DUPLEX RECEPTACLE. SEE DETAIL. m `I' DC DROP CORD WITH FEMALE PLUG. SEE DETAIL. RECEPTACLE, SPECIAL, +16" UNO SPECIAL RECEPTACLE IN FLUSH FLOOR BOX ® V TV OUTLET J -BOX, COORDINATE EXACT REQUIREMENTS WITH OWNER 3/4" C. TO ACCESSIBLE CEILING SPACE i' "---- CIRCUIT, BELOW GRADE OR FLOOR IGR�jff...1.1b.hUr HOMERUN CIRCUIT ISOLATED GROUND DUPLEX RECEPTACLE, SIMPLEX, +16" UNO O JUNCTION BOX (WALL MOUNTED/CEILING MOUNTED) O THERMOSTAT (WALL MOUNTED/CEILING MOUNTED) ❑, NON-FUSED DISCONNECT El FUSED DISCONNECT 0/ MOTOR CONTACTOR ►�1 c lI COMBINATION STARTER DISCONNECT EQUIPMENT CALLOUT (REF TO MECHANICAL DRAWINGS FOR EXACT LOCATION OF EQUIPMENT) AMECHANICAL © REFERENCE X -DETAIL NUMBER XX -SHEET NUMBER AIDETAIL ® LIGHT SWITCH SUBSCRIPTS a, b, c LOWER CASE LETTERS INDICATE SWITCHING CONFIGURATION. ABBREVIATIONS AFF ABOVE FINISHED FLOOR + AFF AV AUDIONISUAL CF CEILING FAN CLG CEILING MOUNTED CSR CURRENT SENSING RELAY EF EXHAUST FAN EX EXISTING TO REMAIN G GROUND GFCI GROUND FAULT CIRCUIT INTERRUPTER IG ISOLATED GROUND NL NIGHT LIGHT, DO NOT SWITCH NTS NOT TO SCALE REF REFERENCE TP TAMPER PROOF TYP TYPICAL UNO UNLESS NOTED OTHERWISE WH WATER HEATER WP WEATHER PROOF ZD ZONE DAMPER EV1 RECEIVED CITY OF TUKWILA AUG 1 1 2017 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED T . N V, wv<C Z -0w Z T O O U�— ✓ < Z ct W � w W CORE STATES -sou 700 W Industrial Drive, Ste. B Rogers, AR 72758 Phone (479) 986.4400 FAX (479) 986-4401 GROUP v1P PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT, REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED BY NIELSEN ARCHITECTURE, LLC. 4 g coW ct co 4 v >3 o a z� a' N I N PROJECT NUMBER: 2015-0116 DRAWN BY: HOL RMJ APPROVED BY: ISSUE DATE: 11/30/2016 REVISIONS SHEET CONTENTS: GENERAL NOTES AND SYMBOLS E010 5 4 8 1 11 i C3 -t I LIGHT F XTURES IN OPEN AREA ARE EXISTINp TO REMAIN. MAINTAIN EXISTING CIRCO TRY AND CONTROL, TYP. r li LIGHT F XTURES IN OPEN AREA•ARE -•-----• E ISTIN� TO REMAIN. MAINTAIN EXISTING C RVITRY AND CONTROL, TYP. r___ EXISTING PANELS I4ND TRANSFORMER TO REMAIN. 8 1 11 1 8 1 11 LIGHT F XTURES IN OPEN AREA ARE EXISTING TO REMAIN. MAINTAIN EXISTING CIRCUITRY AND CONTROL, TYP. 1 8 8 1 11 1200 -AN P 277/480V 3PH/4W MDP SEC. 1 &2 _ 0 0 0 0 LIGHTING PLAN 3/32"=1'-0" ---"Th- EXISTING PANELS AND TRANSFQRMER TO REMAIN. — -4 8 1 11 r RELOCATED PANELS 0 a -i- I • i 0 a 1 8 .I/` /\/\/\ /\/\!/'.O /N/\/w\/vv r DN KEYED NOTES MCONNECT EXIT SIGNS TO EXISTING LIGHTING CIRCUIT SERVING AREA AHEAD OF ANY LIGHTING CONTROLS. CENTER ABOVE DOOR. IN OPEN AREAS MOUNT ALONG PATH OF EGRESS AND IN LOCATION AND HEIGHT THAT IS NOT OBSTRUCTED FROM VIEW. E LIGHT FIXTURES IN THIS AREA TO BE RELOCATED AS REQUIRED. MAINTAIN EXISTING CIRCUITRY AND CONTROLS. 3 PROVIDE LEVITON ADAPTIVE TECHNOLOGY DUAL DETECTION CEILING MOUNTED OCCUPANCY SENSOR OSCOS-MOW AND REQUIRED LEVITON OPP20 POWERPAK(S) WITH MANUAL OVERRIDE SWITCH AT LOCATION SHOW. REF TO DETAIL 2/E010. ® USE GRIPPLE AIRCRAFT CABLE KIT INCLUDED WITH LIGHT FIXTURES TO MOUNT LIGHT FIXTURES AT +20'-0" AFF TO BOTTOM OF FIXTURE. PROVIDE UNISTRUT AND THREADED ROD TO SPAN BETWEEN STRUCTURAL SUPPORTS TO MAINTAIN SPACING. E NOT USED. El ROUTE HOMERUN VIA EXISTING LIGHTING CONTROLS. n O NOT USED. 8 COORDINATE FINAL LOCATION OF EXIT SIGNS WITH FINAL TRAMPOLINE LAYOUT. PROVIDE ADDITIONAL EXIT SIGNS AS REQUIRED ALONG PATH OF EGRESS. ❑ 9 LIGHTS IN THIS AREA ARE EXISTING TO REMAIN. MAINTAIN EXISTING CIRCUITRY AND CONTROLS. A\i 10 NOT USED. 11 EXIT SIGNS IN MAIN AREA TO BE MOUNTED AT 12' AFF. 12 CONFIRM COLOR OF LED LIGHTING WITH OWNER REPRESENTATIVE PRIOR TO ORDER. REF TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATION AND HEIGHT OF LIGHT FIXTURE. 13 NEW LIGHTS TO BE CONNECT TO EXISTING LIGHTING CIRCUIT PREVIOUSLY SERVING AREA AND NEW CONTROLS AS SHOWN. EC TO VERIFY THAT THE EXISTING CIRCUIT CAN ACCOMMODATE ANY ADDITIONAL LOAD. 14 EXISTING EXTERIOR WALL PACK WITH 90 MINUTE BATTERY BACK UP TO REMAIN. FIXTURES POWERED FROM LANDLORD HOUSE PANEL. PRIOR TO INSTALL, GC TO CONTACT OWNER FOR CURRENT HJC ORDER FORM, LIGHTING LAY -OUT, AND AV PLAN. -( F2 )TYP ❑3 ((ct{a )) 1-1 (((jl)))) 0 MEZZANINE LIGHTING PLAN 3/32"=1'-0" N W • N. • Can J U (f) WW�<C TI— 0w OUB U Q � —/ O I.L � W Z W CORE STATES 1700 W Industrial Drive, Ste. B Rogers, AR 72756 Phone (479) 986.4400 FAX (479) 986-4401 GROUP DO[ RECEIVED CITY OF TUKWILA AUG 1 1 2017 PERMIT CENTER © SEPARATE APP PERTAiN004 TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT, REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED BY NIELSEN ARCHITECTURE, LLC. F H W • co CC 03 aIL co� > 3 o a z� N X INN PROJECT NUMBER: 2015-0116. DRAWN BY: HOL APPROVED BY: RMJ ISSUE DATE: 11/30/2016 REVISIONS SHEET CONTENTS: LIGHTING PLAN E100 0 PRIOR TO INSTALL, GC TO CONTACT OWNER FOR CURRENT HJC ORDER FORM, LIGHTING LAY -OUT, AND AV PLAN. a/bAV UNDER DECK DR' TRAMPOLINE 'UP' LIGH NG. PROVIDE 3 W CORD KIT FOR WASHER/DRYER '3OORDINATE EXACT LOCATIO FOR NINJA TIMER,' MOUNT WITHIN HORIZONTAL TRUSSING. 6 SCE AIR ECEPTACLES TO BE WITHIN USSING, TYP OF 2. (VACUUM) (VACUUM) IT U SFX MASTER SWITCH :1 a/blAV CDOID EXISTING PANELS AND TRANSFORMER TO REMAIN. SIGN UP EXTE AI TRAM RELOCA 1D/RECONNECT ALL FEEDERS D CIRCUITS FOR PANELS AND FORMER BEING RELOCATED. E TO NEW ELECTRICAL ROOM AS REQUIRED. OFFICE WOMEN'S 11111111 POWER PLAN 3/32"=1'-0" EXISTING PANELS AND TRANSFORMER TO REMAIN. DEVICE FINISHES EXPOSED - GALVANIZED MAIN AREA - BLACK OFFICES AND PARTY ROOMS - WHITE RELOCATED PANELS WP FIRE ALARM KEYED NOTES CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE AND FULLY FUNCTIONAL FIRE ALARM SYSTEM AS REQUIRED BY CODE AND LOCAL AHJ. THIS INCLUDES PROVIDING DESIGN, SHOP DRAWINGS, EQUIPMENT SPECIFICATIONS, DEVICE WIRING DIAGRAM, BATTER CALCULATIONS, AND VOLTAGE DROP CALCULATIONS. INCLUDE ALL COSTS ASSOCIATED WITH THE FIRE ALARM SYSTEM IN THE BASE BID. n Ql REF TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATION OF SIGNAGE. COORDINATE ROUGH -IN REQUIREMENTS WITH SIGN PROVIDER. PROVIDE LOCAL DISCONNECTING MEANS AS REQUIRED PER LOCAL AHJ. MAINTAIN EXISTING LIGHTING CONTACTOR AND TIMECLOCK FOR CONTROL. POWER IN THIS AREA IS EXISTING TO REMAIN. ❑3 RELOCATE, EXTEND, AND RECONNECT CIRCUITRY TO NEW LOCATIONS AS SHOWN. FEED FROM EXISTING PANELBOARD. PROVIDE 20A-1 P CIRCUIT BREAKER IF NEEDED. E.C. SHALL MATCH TYPE AND AIC RATINGS OF EXISTING CIRCUIT BREAKERS. E.C. SHALL VERIFY PRIOR TO ROUGH -IN THAT EXISTING PANELBOARD HAS SPARE CAPACITY TO ACCOMMODATE ANY ADDITIONAL LOAD. PROVIDE CONNECTION FOR LOW VOLTAGE DOOR ALARM TRANSFORMER. (2)#12, (1)#12G, 1/2"C. COORDINATE EXACT LOCATION AND MAKE FINAL TERMINATIONS PER MANUFACTURER'S RECOMMENDATION. 0 PROVIDE 20A DEDICATED CIRCUIT TO FIRE ALARM CONTROL PANEL (FACP). COORDINATE EXACT LOCATION WITH FIRE PROTECTION DRAWINGS PRIOR TO ROUGH -IN © PROVIDE CONNECTION TO SIGNAGE PER MANUFACTURER'S RECOMMENDATION. POSITION ON THE WALL NEAREST TO THE TRUSSING SYSTEM FOR THE WAVE STATION AND FRONT DESK. COORDINATE EXACT LOCATION WITH ARCHITECT AND SIGNAGE VENDOR. COORDINATE EXACT LOCATION OF DEVICES WITH OWNER PRIOR TO ROUGH -IN. 8 RELOCATE, EXTEND, AND RECONNECT CIRCUITRY TO NEW LOCATIONS AS SHOWN. FEED FROM EXISTING PANELBOARD. PROVIDE 30A -3P CIRCUIT BREAKER IF NEEDED. E.C. SHALL MATCH TYPE AND AIC RATINGS OF EXISTING CIRCUIT BREAKERS. E.C. SHALL VERIFY PRIOR TO ROUGH -IN THAT EXISTING PANELBOARD HAS SPARE CAPACITY TO ACCOMMODATE ANY ADDITIONAL LOAD. PROVIDE LOW VOLTAGE CABLE FIRE ALARM OUTPUT TO AUDIO SYSTEM DRY CONTACTS FOR AUTOMATIC SHUT-OFF IF FIRE ALARM IS ACTIVATED. AV KEYED NOTES SYSTEM HEADEND WILL BE LOCATED IN MANAGER'S OFFICE AND ONE CIRCUIT WITH DOUBLE DUPLEX OUTLET WILL BE REQUIRED LOCATED 86" AFF. A2 (1) 3/4" CONTINUOUS (NO STUB) CONDUIT W/PULL STRING AND BUSHING FROM SYSTEM HEAD TO FIRE PANEL. A3 (2) 1" CONTINUOUS (NO STUB) CONDUIT W/PULL STRING AND BUSHING FROM SYSTEM HEADEND TO SERVICE ENTRANCE (DEMARCATION) FOR CATV/INTERNET/TELEPHONE. 0 (2) 3/4" CONTINUOUS (NO STUB) CONDUIT W/PULL STRING AND BUSHING FROM SYSTEM HEADEND TO CENTRAL ARRAY. A5 (1) 1" EMT CONDUIT FROM DESIGNATED CORNER AT FRONT COUNTER TO NEAREST ACCESSIBLE ROOF BEAM/PURLIN IN MAIN PARK AREA AND (2) 1" CONTINUOUS (NO STUB) CONDUIT W/PULL STRING AND BUSHING TO SYSTEM IIEADEND. 0 (1) 1" CONTINUOUS (NO STUB) CONDUIT W/PULL STRING AND BUSHING FROM WAIVER STATION DATA PORT/JUNCTION BOX TO SYSTEM HEADEND. A7 (1) 2" EMT CONDUIT FROM SYSTEM HEADEND TO NEAREST ACCESSIBLE ROOF BEAM/PURLIN IN MAIN PARK AREA. 0 OUTLETS TO BE REGULATED BY TWO MASTER SWITCHES. SWITCHES WILL BE GENERALLY LOCATED BEHIND FRONT COUNTER — SPECIFIC LOCATION TO BE DETERMINED BY PARK OPERATOR. CI OUTLETS SHOULD BE PLACED IN A FASHION THAT ALLOWS FIXTURES TO BE MOUNTED ON THE LOWEST PART OF THE BEAM/PERLIN. ®1 OUTLETS LOCATIONS FOR ALL CATV OR SATV SOURCE FLAT PANEL DISPLAY ARE TO BE SPECIFIED BY PARK OPERATOR AND REQUIRED A SECOND EMPTY CONDUIT FROM SYSTEM HEADEND FOR ROUTING OF SIGNAL CABLING. • DIGITAL SIGNAGE DISPLAY LOCATIONS FOR THE FRONT COUNTER & WAIVER STATION TO BE SPECIFIED BY OWNER AND REQUIRE A NON—SWITCHED DUPLEX OUTLET LOCATED 11'-0" AFF TO BOTTOM OF OUTLEY. • MANAGER'S OFFICE REQUIRES MULTIPLE DATA JUNCTION BOXES WITH MINIMUM 3/4" STUB TO A LOCATION ACCESSIBLE FROM THE SYSTEM HEADEND — AN ADJACENT GENERAL PURPOSE OUTLET IS REQUIRED ® ONE 'ALWAYS ON' CIRCUIT WITH 3/4" CONTINUOUS (NO STUBS) CONDUIT W/PULL STRING & BUSHINGS TO CENTRAL ARRAY FOR AUDIO SIGNAL FEED TO DEVICE SITUATED ON THE FLOOR BENEATH THE ANGLED TRAMPOLINE ®1 DEDICATED CIRCUITS. A. OUTLETS REGULATED BY SWITCH 'A' AS DESCRIBED IN #08 ABOVE. B. OUTLETS REGULATED BY SWITCH 'B' AS DESCRIBED IN #08 ABOVE C. UNREGULATED OUTLETS. • WE REQUIRE ONE DRY CONTACT CLOSURE FROM FIRE PANEL FOR AUDIO SYSTEM MUTE (N.O. RELAY) 10 OUTLETS DESIGNATED A/B TO BE DUAL DUPLEX WITH ONE DUPLEX REGULATED BY MASTER SWITCH 'A' AND & THE OTHER REGULATED BY MASTER SWITCH 'b'. ® ONE (1) 3/4" CONTINUOUS (NO STUB) EMT CONDUIT W/PULL STRING & BUSHING FROM ADJACENT TO OUTLET TO CENTRAL ARRAY. MEZZANINE POWER PLAN 3/32"=1'-0" HhutIVED CITY OF TUKWILA AUG 1 1 2017 PERMIT CENTER PERARNAm APPROrA Na REQUIRED CN z W .CN _I U) Ct WW <C z W Z O iEc/ft co > U < LL W m 0 CORE STATES TA r r■ AM 1700 W Industrial Drive, Ste. B Rogers, AR 72756 Phone (479) 9864400 FAX (479) 986-4401 tffc9 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT, REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED BY NIELSEN ARCHITECTURE, LLC. F H Q W g co re co a� o. co w > 3 $ a z� a' Tt PROJECT NUMBER: 2015-0116 DRAWN BY: APPROVED BY: ISSUE DATE: HOL RMJ 11/30/2016 REVISIONS # DATE DESCRIPTION 8 7/14/17 ADDENDUM 7 10 8/8/17 ADDENDUM 9 SHEET CONTENTS: POWER PLAN E200 \\\ \ \\ \:\ \ // C r \\ 0 \\ \\ \\ %\\ \ (� \\ �` \\\ \ \\ \ ;\� \\\ \ \� \\ `\\\ \\ \\\ `\J O // LIGHTING AND POWER IN PARKING GARAGE IS EXISTING TO REMAIN. MAINTAIN EXITING CIRCUITRY AND CONTROLS UNLESS OTHERWISE NOTED. \\\ \\ O fi O 0 0 PARKING GARAGE ELECTRICAL PLAN 1/16"=V-0" (-& EF -1 FAN HOOD 6 ( 3 0 \ 0 u 0 0 0 EXISTING PANELS AND TRANSFORMER TO REMAIN. EXISTING 1200 AMP 277/480V 3PH/4W MDP SEC. 1 & 2. RTU -1 iWP/ GFI EXISTING PANELS AND TRANSFORMER TO REMAIN. RELOCATED PANELS RTU -2 72" A.F.F. WP/ GFI A\ UP H jJ. RfU O EXISTING TO REAMIN DN HVAC POWER PLAN 1/16"=V-0" KEYED NOTES 1 HVAC UNITS FURNISHED WITH DISCONNECT AND GFCI RECEPTACLE BY MANUFACTURER RELOCATE, EXTEND, AND RECONNECT CIRCUITRY TO NEW LOCATIONS AS SHOWN. FEED FROM EXISTING 480/277V PANELBOARD. PROVIDE 70A -3P BREAKER. E.C. SHALL MATCH TYPE AND AIC RATINGS OF EXISTING CIRCUIT BREAKERS. E.C. SHALL VERIFY PRIOR TO ROUGH -IN THAT EXISTING PANELBOARD HAS SPARE CAPACITY TO ACCOMMODATE ANY ADDITIONAL LOAD. 0 RELOCATE, EXTEND, AND RECONNECT CIRCUITRY TO NEW LOCATIONS AS SHOWN. FEED FROM EXISTING PANELBOARD. PROVIDE 20A -1P CIRCUIT BREAKER IF NEEDED. E.C. SHALL MATCH TYPE AND AIC RATINGS OF EXISTING CIRCUIT BREAKERS. E.C. SHALL VERIFY PRIOR TO ROUGH -IN THAT EXISTING PANELBOARD HAS SPARE CAPACITY TO ACCOMMODATE ANY ADDITIONAL LOAD. n NEW EXHAUST FAN: RELOCATE, EXTEND, AND RECONNECT CIRCUITRY TO NEW LOCATIONS AS SHOWN. FEED FROM EXISTING 480/277V PANELBOARD. PROVIDE 50A -3P BREAKER. E.C. SHALL MATCH TYPE AND AIC RATINGS OF EXISTING CIRCUIT BREAKERS. E.C. SHALL VERIFY PRIOR TO ROUGH -IN THAT EXISTING PANELBOARD HAS SPARE CAPACITY TO ACCOMMODATE ANY ADDITIONAL LOAD. brio l4 r RECEIVED CITY OF TUKWILA AUG 1 1 2017 PERMIT CENTER SEPARATE CORE STATES 1700 W Industrial Drive, Ste. B Rogers, AR 72758 Phone (479) 986.4400 FAX (479)986-4401 GROUP •fig ' PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT, REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED BY NIELSEN ARCHITECTURE, LLC. H H 4 g coW g co • � >3 oct a' d H PROJECT NUMBER: 2015-0116 DRAWN BY: APPROVED BY: ISSUE DATE: HOL RMJ 11/30/2016 REVISIONS SHEET CONTENTS: HVAC POWER PLAN E210 SPECIFICATIONS SECTION 16A: ELECTRICAL 16A.1 GENERAL INSTRUCTIONS 16A 1-1 GENERAL REQUIREMENTS ALL REQUIREMENTS UNDER DIVISION 1 AND THE GENERAL AND SUPPLEMENTAL CONDITIONS OF THESE SPECIFICATIONS APPLY TO THIS SECTION AND DIVISION. WHERE THE REQUIREMENTS OF THIS SECTION AND DIVISION EXCEED THOSE OF DIVISION 1, THIS SECTION AND DIVISION TAKE PRECEDENCE. BECOME THOROUGHLY FAMILIAR WITH ALL THEIR CONTENTS AS TO REQUIREMENTS THAT AFFECT THIS DIVISION, SECTION OR BOTH, WORK REQUIRED UNDER THIS DIVISION INCLUDES ALL MATERIAL, EQUIPMENT, APPLIANCES, AND LABOR REQUIRED TO COMPLETE THE ENTIRE ELECTRICAL SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS, OR REASONABLY INFERRED TO BE NECESSARY TO FACILITATE EACH SYSTEMS FUNCTIONING AS IMPLIED BY THE DESIGN AND THE EQUIPMENT SPECIFIED. THE SPECIFICATIONS AND DRAWINGS FOR THE PROJECT ARE COMPLEMENTARY, AND PORTIONS OF THE WORK DESCRIBED IN ONE, SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES, NOTIFY THE ENGINEER AND REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK INVOLVED. DRAWINGS ARE GRAPHIC REPRESENTATIONS OF THE WORK UPON WHICH THE CONTRACT IS BASED. THEY SHOW THE MATERIALS AND THEIR RELATIONSHIP TO ONE ANOTHER, INCLUDING SIZES, SHAPES, LOCATIONS, AND CONNECTIONS. THEY ALSO CONVEY THE SCOPE OF WORK, INDICATING THE INTENDED GENERAL ARRANGEMENT OF THE EQUIPMENT, FIXTURES, OUTLETS AND CIRCUITS WITHOUT SHOWING ALL OF THE EXACT DETAILS AS TO ELEVATIONS, OFFSETS, CONTROL LINES, AND OTHER INSTALLATION REQUIREMENTS. USE OF THE DRAWINGS AS A GUIDE WHEN LAYING OUT THE WORK AND TO VERIFY THAT MATERIALS AND EQUIPMENT WILL FIT INTO THE DESIGNATED SPACES, AND WHICH, WHEN INSTALLED PER MANUFACTURES' REQUIREMENTS, WILL ENSURE A COMPLETE, COORDINATED, SATISFACTORY AND PROPERLY OPERATING SYSTEM. SPECIFICATIONS DEFINE THE QUALITATIVE REQUIREMENTS FOR PRODUCTS, MATERIALS, AND WORKMANSHIP UPON WHICH THE CONTRACT IS BASED. 16A 1-2 PRE-BID SITE INSPECTION PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED OF CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 16A 1-3 MATERIAL AND WORKMANSHIP PROVIDE ALL MATERIAL AND EQUIPMENT NEW AND IN FIRST CLASS CONDITION. PROVIDE MARKINGS OR A NAMEPLATE FOR ALL MATERIAL AND EQUIPMENT IDENTIFYING THE MANUFACTURER AND PROVIDING SUFFICIENT REFERENCE TO ESTABLISH QUALITY, SIZE AND CAPACITY. ALL WORKMANSHIP SHALL BE OF THE FINEST POSSIBLE BY EXPERIENCED MECHANICS OF THE PROPER TRADE. IN GENERAL, PROVIDE COMMERCIAL SPECIFICATION GRADE QUALITY FOR ALL MATERIALS AND EQUIPMENT. LIGHT DUTY AND RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTABLE. PROVIDE ALL HOIST, SCAFFOLDS, STAGING, RUNWAYS, TOOLS, MACHINERY AND EQUIPMENT REQUIRED FOR THE PERFORMANCE OF THE ELECTRICAL WORK. STORE AND MAINTAIN MATERIAL AND EQUIPMENT IN CLEAN CONDITION, AND PROTECTED FROM WEATHER, MOISTURE, AND PHYSICAL DAMAGE. FURNISH ONLY MATERIAL AND EQUIPMENT THAT ARE LISTED. LABELED, OR BOTH, BY A NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL), WHENEVER ANY LISTING OR LABELING EXIST FOR THE TYPES OF MATERIAL AND EQUIPMENT SPECIFIED. 16A 1-4 COORDINATION COORDINATE ALL WORK WITH OTHER DIVISION AND TRADES SO THAT THE VARIOUS COMPONENTS OF THE ELECTRICAL SYSTEMS ARE INSTALLED AT THE PROPER TIME, FIT THE AVAILABLE SPACE, AND ALLOW PROPER SERVICE ACCESS TO ALL EQUIPMENT. REFER TO ALL DRAWINGS, INCLUDING, BUT NOT LIMITED TO, CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND PLUMBING, AND TO RELEVANT EQUIPMENT SUBMITTALS AND SHOP DRAWINGS TO DETERMINE THE EXTENT OF THE CLEAR SPACES. MAKE ALL OFFSETS REQUIRED TO CLEAR EQUIPMENT, BEAMS AND OTHER STRUCTURAL MEMBER, AND TO FACILITATE CONCEALING RACEWAYS IN THE MANNER ANTICIPATED IN THE DESIGN. PROVIDE MATERIALS WITH TRIM HAT WILL FIT PROPERLY THE TYPES OF CEILING, WALL OR FLOOR FINISHES ACTUALLY INSTALLED. 16A 1-5 DEFINITIONS WHENEVER USED IN THESE SPECIFICATIONS OR DRAWINGS, THE FOLLOWING TERMS SHALL HAVE THE INDICATED MEANINGS. FURNISH: "TO SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLING, INSTALLING, AND SIMILAR OPERATIONS." INSTALL: 'TO PERFORM ALL OPERATIONS AT THE PROJECT SITE, INCLUDING, BUT NOT LIMITED TO, AND AS REQUIRED, UNLOADING, UNPACKING, ASSEMBLING, ERECTING, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, TESTING, COMMISSIONING, STARTING UP AND SIMILAR OPERATIONS, COMPLETE, AND READY FOR THE INTENDED USE." PROVIDE: 'TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE." FURNISHED BY OWNER (OR OWNER -FURNISHED) OR FURNISHED BY OTHERS: "AN ITEM FURNISHED BY THE OWNER OR UNDER OTHER DIVISIONS OR CONTRACTS, AND INSTALLED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE AND READY FOR THE INTENDED USE, INCLUDING ALL ITEMS INCIDENTAL TO THE WORK NECESSARY FOR PROPER INSTALLATION AND PERATION. INCLUDE THE INSTALLATION UNDER THE WARRANTY REQUIRED BY THIS DIVISION. ENGINEER: WHERE REFERRED TO IN THIS DIVISION, "ENGINEER" IS THE ENGINEER OF RECORD AND THE DESIGN PROFESSION FOR THE WORK UNDER THIS DIVISION, AND ISA CONSULTANT TO, AND AN AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN THE GENERAL AND/OR SUPPLEMENTARY CONDITIONS. WHEN USED IN THIS DIVISION, IT MEANS INCREASED INVOLVEMENT BY, AND OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY AND OBLIGATIONS TO THE "ARCHITECT'. AHJ: THE LOCAL CODE AND/OR INSPECTION AGENCY (AUTHORITY) HAVING JURISDICTION OVER THE WORK. NRTL: NATIONALLY RECOGNIZED TESTING LABORATORY, AS DEFINED AND LISTED BY OSHA IN 29 CFR 1910.7 (E.G., UL, ETL, CSA) AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. THE TERMS "APPROVED EQUAL", "EQUIVALENT', OR "EQUAL", ARE USED SYNONYMOUSLY AND SHALL MEAN "ACCEPTED BY OR ACCEPTABLE TO THE ENGINEER AS EQUIVALENT TO THE ITEM OR MANUFACTURER SPECIFIED". THE TERM "APPROVED" SHALL MEAN LABELED, LISTED, OR BOTH, BY AN NRTL, AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. 16A 1-6 DIMENSION AND LAYOUTS DRAWINGS ARE SCHEMATIC IN NATURE, SHOW THE VARIOUS COMPONENTS OF THE SYSTEMS APPROXIMATELY TO SCALE AND ATTEMPT TO INDICATE HOW THEY WILL BE INTEGRATED WITH OTHER PARTS OF THE WORK. FIGURED DIMENSIONS TAKE PRECEDENCE TO SCALED DIMENSIONS. DETERMINE EXACT LOCATIONS BY JOB MEASUREMENTS, BY CHECKING THE REQUIREMENTS OF OTHER TRADES, AND BY REVIEWING ALL CONTRACT DOCUMENTS, CORRECT ERRORS THAT COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION, AT NO ADDITIONAL COST TO THE OWNER. 16A 1-7 ORDINANCES AND CODES COMPLY, AT A MINIMUM, NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) CODES, STATE AND LOCAL BUILDING CODES, AND ALL OTHER APPLICABLE CODES AND ORDINANCES FOR PERFORMANCE, WORKMANSHIP, EQUIPMENT, AND MATERIALS. ADDITIONALLY, COMPLY WITH RULES AND REGULATIONS OF PUBLIC UTILITIES AND MUNICIPAL DEPARTMENTS AFFECTED BY CONNECTION OF SERVICES. WHERE CONFLICTS BETWEEN VARIOUS CODES, ORDINANCES, RULES, AND REGULATIONS EXIST, COMPLY WITH THE MOST STRINGENT. WHEREVER REQUIREMENTS OF THESE SPECIFICATIONS, DRAWINGS, OR BOTH, EXCEED THOSE OF THE ABOVE ITEMS, THE REQUIREMENTS OF THESE SPECIFICATIONS, DRAWINGS, OR BOTH, SHALL GOVERN CODE COMPLIANCE, AT A MINIMUM, IS MANDATORY. CONSTRUE NOTHING IN THESE CONSTRUCTION DOCUMENTS AS PERMITTING WORK NOT IN COMPLIANCE, ATA MINIMUM, WITH THESECODES. BRING ALL CONFLICTS OBSERVED BETWEEN CODES, ORDINANCES, RULES, REGULATIONS AND THESE DOCUMENTS TO THE ENGINEER'S ATTENTION FOR FINAL RESOLUTION. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY VIOLATION OF THE LAW. PROVIDE AND MAINTAIN ALL NECESSARY SIGNAL LIGHTS AND GUARDS FOR THE SAFETY OF THE PUBLIC. OBTAIN AND PAY FOR ALL PERMITS FOR WORK IN THIS DIVISION. 16A 1-8 MANUFACTURERS IN OTHER ARTICLES WHERE LIST OF MANUFACTURERS ARE INTRODUCED, THE FOLLOWING REQUIREMENTS APPLY TO PRODUCT SELECTION: A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE MANUFACTURERS SPECIFIED. WHERE A LIST IS PROVIDED, MANUFACTURERS ARE LISTED ALPHABETICALLY AND NOT IN ACCORDANCE WITH ANY RANKING OR PREFERENCE. 16A 1-9 SUBMITTALS ASSEMBLE AND AND SUBMIT TO THE ARCHITECT, FOR ENGINEER'S REVIEW, MANUFACTURERS' PRODUCT LITERATURE FOR MATERIAL AND EQUIPMENT TO BE FURNISHED, INSTALLED, OR WITH, UNDER THIS DIVISION, INCLUDING SHOP DRAWINGS, MANUFACTURERS' PRODUCT DATA AND PERFORMANCE SHEETS, SAMPLES, AND OTHER SUBMITTALS REQUIRED BY THIS DIVISION. PROVIDE THE NUMBER OF SUBMITTALS REQUIRED BY DIVISION 1. BEFORE SUBMITTING, VERIFY THAT ALL MATERIALS AND EQUIPMENT SUBMITTED ARE MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, AND FIT THE AVAILABLE SPACES, AND ALLOW AMPLE AND CODE -REQUIRED ROOM FOR ACCESS AND MAINTENANCE. SUBMITTALS SHALL CONTAIN THE FOLLOWING INFORMATION. SUBMITTALS NOT SO IDENTIFIED WILL BE RETURNED TO THECONTRACTOR WITHOUT ACTION: A. THE PROJECT NAME. B. APPLICABLE SPECIFICATION SECTION AND PARAGRAPH. C. THE SUBMITTAL DATE. D. THE CONTRACTOR'S STAMP, SHICH SHALL CERTIFY THAT THE STAMPED DRAWINGS HAVE BEEN CHECKED BY THE CONTRACTOR, COMPLY WITH THE DRAWINGS AND SPECIFICATIONS, AND HAVE BEEN COORDINATED WITH OTHER TRADES. TRANSMIT SUBMITTALS AS EARLY AS REQUIRED TO SUPPORT THE PROJECT SCHEDULE. ALLOW FOR TWO WEEKS ENGINEER REVIEW TIME, PLUS MAILING TIME, PLUS A DUPLICATION OF THIS TIME FOR RESUBMITTALS, IF REQUIRED. TRANSMIT SUBMITTALS AS SOON AS POSSIBLE AFTER NOTICE TO PROCEED AND BEFORE CONSTRUCTION STARTS. THE ENGINEER'S SUBMITTAL REVIEWS WILL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE OF MEMBERS, OR QUANTITIES OR OMITTING COMPONENTS OR FITTINGS OR COORDINATING ITEMS WITH ACTUAL BUILDING CONDITION. 16A 1-10 ADJUSTING, ALIGNING AND TESTING ADJUST, ALIGN, AND TESTALL ELECTRICAL EQUIPMENT ON THIS PROJECT PROVIDED UNDER THIS DIVISION AND ALL ELECTRICAL EQUIPMENT FURNISHED BY OTHERS FOR INSTALLATION OR WIRING UNDER THIS DIVISION, FOR PROPER OPERATION. TEST ALL SYSTEMS AND EQUIPMENT ACCORDING TO THE REQUIREMENTS IN NETA ATS (LATEST EDITION). MAINTAIN THE FOLLOWING ON THE PROJECT PREMISES AT ALL TIMES: A TRUE RMS READING VOLTMETER, A TRUE RMS READING AMMETER, AND A MEGOHMMETER INSULATION RESISTANCE TESTER. PROVIDE TEST DATA READINGS AS REQUESTED OR AS REQUIRED BY THE ENGINEER. 16A 1-11 OPERATION AND MAINTENANCE INSTRUCTIONS SUBMIT TO THE ARCHITECT, FOR ENGINEER'S REVIEW, COPIES EACH OF OPERATIONS AND MAINTENANCE INSTRUCTION MANUALS, APPROPRIATELY BOUND INTO MANUAL FORM INCLUDING APPROVED COPIES OF THE FOLLOWING, REVISED IF NECESSARY TO SHOW SYSTEM AND EQUIPMENT AS ACTUALLY INSTALLED. PROVIDE THE NUMBER OF SUBMITTALS REQUIRED BY DIVISION 1 AND INCLUDE ATA MINIMUM THE FOLLOWING INFORMATION: A. MANUFACTURERS' CATALOG AND PRODUCT DATE SHEETS B. WIRING DIAGRAMS C. MAINTENANCE INSTRUCTIONS D. OPERATING INSTRUCTIONS E. PARTS LISTS F. TEST REPORTS AS DEFINED IN NETA ATS FOR THE SYSTEMS AND EQUIPMENT PROVIDED AND INSTALLED UNDER THIS CONTRACT. G. NAMES, ADDRESSES, TELEPHONE NUMBERS, AND E-MAIL ADDRESSES OF LOCAL CONTACTS FOR WARRANTY SERVICES AND SPARE PARTS. SUBMIT MANUALS PRIOR TO REQUESTING THE FINAL PUNCH LIST AND BEFORE ANY REQUEST FOR SUBSTANTIAL COMPLETION. ALSO PROVIDE ADEQUATE VERBAL INSTRUCTIONS OF SYSTEM OPERATIONS TO OWNER'S REPRESENTATIVE AT THE COMPLETION OF, AND BEFORE FINAL ACCEPTANCE OF, THE WORK. 16A 1-12 SYSTEM START UP PRIOR TO STARTING UP THE ELECTRICAL SYSTEMS, CHECK ALL COMPONENTS AND DEVICES, LUBRICATE ITEMS ACCORDINGLY, AND TIGHTEN SCREWS AND BOLTS FOR CONNECTORS AND TERMINALS ACCORDING TO MANUFACTURER'S PUBLISHED TORQUE -TIGHTENING VALUES. IF MANUFACTURE'S TORQUE VALUES ARE NOT INDICATED, USE THOSE SPECIFIED IN UL 486A. ADJUST TAPS ON EACH TRANSFORMER FOR RATED SECONDARY VOLTAGE. CHECK AND RECORD BUILDING'S SERVICE ENTRANCE VOLTAGE, GROUNDING CONDITIONS, GROUNDING RESISTANCE, AND PROPER PHASING. BALANCE ALL SINGLE-PHASE LOADS AT EACH PANELBOARD, REDISTRIBUTING BRANCH CIRCUIT CONNECTIONS UNTIL BALANCE IS ACHIEVED. DO NOT TYPE UP FINAL PANELBOARD DIRECTORIES UNTIL ALL RE -BALANCING AND REDISTRIBUTION OF CIRCUITS ARE COMPLETE. REPLACE ALL BURNED -OUT LAMPS AND LAMPS USED FOR TEMPORARY CONSTRUCTION LIGHTING IN PERMANENT LIGHT FIXTURES. AFTER ALL SYSTEMS HAVE BEEN INSPECTED AND ADJUSTED, CONFIRM ALL OPERATION FEATURES REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND MAKE FINAL ADJUSTMENTS AS NECESSARY. 16A 1-13 WARRANTIES WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULTY WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY A LONGER WARRANTY IN THE CONSTRUCTION DOCUMENTS OR MANUFACTURER'S STANDARD WARRANTY EXCEEDS 12 MONTHS. REMEDY ALL DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE GENERAL CONDITIONS AND DIVISION 1. ALSO WARRANT THE FOLLOWING ADDITION ITEMS: A. ALL RACEWAYS ARE FREE FROM OBSTRUCTIONS, HOLES CRUSHING, OR BREAKS OF ANY NATURE. B. ALL RACEWAY SEALS ARE EFFECTIVE C. THE ENTIRE ELECTRICAL SYSTEM IS FREE FROM ALL SHORT CIRCUITS AND UNWANTED OPEN CIRCUITS AND GROUNDS. THE ABOVE WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR REPLACEMENTS WITHOUT ANY ADDITION COST TO THE OWNER. PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER. AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL WARRANTIES, IN WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD, EACH WARRANTY INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THE COMMENCEMENT DATE AND TERM. 16A 2 ELECTRICAL WORK 16A 2-3 CUTTING AND PATCHING FOLLOWING THE REQUIREMENTS IN DIVISION 1, CUT WALLS, FLOORS, CEILINGS, AND OTHER PORTIONS OF THE FACILITY AS REQUIRED TO PERFORM WORK UNDER THIS DIVISION. OBTAIN PERMISSION OF THE ENGINEER, OWNER, OR BOTH, BEFORE DOING ANY CUTTING. CUT ALL HOLES AS SMALL AS POSSIBLE. PATCH WALLS, FLOORS, AND OTHER PORTIONS OF THE FACILITY AS REQUIRED BY WORK UNDER THIS DIVISION. ALL PATCHING SHALL BE THOROUGHLY FIRST CLASS AND SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION, INCLUDING FIRE RATINGS IF APPLICABLE. 16A 2-4 ROUGH -IN COORDINATE WITHOUT DELAY ALL ROUGHING -IN WITH OTHER DIVISION. CONCEAL ALL RACEWAYS EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE INDICATED ON THE DRAWINGS. 16A 2-5 RACEWAYS METALLIC CONDUIT AND TUBING: A. ELECTRICAL METALLIC TUBING AND FITTINGS (EMT): ANSI C80.3, UL 797 B. FLEXIBLE METAL CONDUIT (FMC): ZINC -COATED STEEL, UL 1 C. INTERMEDIATE METAL CONDUIT (IMC): HOT -DIPPED GALVANIZED RIGID STEEL CONDUIT: ANSI C80.6, UL 1242 D. LIQUIDTIGHT FLEXIBLE METAL CONDUIT (LFMC): FLEXIBLE STEEL CONDUIT WITH PVC JACKET: UL 360 E. RIGID METAL CONDUIT (RMC): 1. HOT -DIP GALVANIZED RIGID STEEL CONDUIT (GRS): ANSI C80.1 UL 6 2. RIGID ALUMINUM CONDUIT (RAC): ANSI C80.5, UL6A F. PLASTIC -COATED IMC, RMC, AND FITTINGS: NEMA RN 1, UL LISTED. G. IMC AND RMC FITTINGS: NEMA FB 1+- COMPATIBLE WITH CONDUIT TYPE AND MATERIAL, UL LISTED. NON-METALLIC CONDUIT AND TUBING: A. ELECTRICAL NONMETALLIC TUBING (ENT): NEMA TC13 UL LISTED. B. LIQUIDTIGHT FLEXIBLE NONMETALLIC CONDUIT (LFNC): UL 1660 C. RIGID NONMETALLIC CONDUIT (RNC): SCHEDULE 40 PVC: NEMA TC2, UL 651 D. ENT AND RNC FITTINGS: NEMA TC 3, TC 6+- UL 514, COMPATIBLE WITH CONDUIT/TUBING TYPE AND MATERIAL, UL LISTED. 16A 2-6 RACEWAY INSTALLATION INSTALL ALL CIRCULAR RACEWAYS CONCEALED ABOVE SUSPENDED CEILINGS OR CONCEALED IN WALLS OR FLOORS WHEREVER POSSIBLE EXCEPT WHERE OTHERWISE INDICATED. PROVIDE GRS FOR ALL CONDUITS RUN UNDERGROUND, EXPOSED TO WEATHER, OR EXPOSED TO OTHER HAZARDOUS CONDITIONS. PROVIDE GRS INSTALLED BELOW GRADE WITH CORROSION RESISTANT BONDED -PLASTIC OR APPROVED MASTIC COATING. THIS SHALL INCLUDE THE 90 -DEGREE ELBOW BELOW GRADE AND THE ENTIRE VERTICAL TRANSITION TO ABOVE GRADE. ALL OTHER RACEWAY MAY BE EMT WHERE APPROVED BY LOCAL CODE. USE COMPRESSION TYPE FITTINGS FOR EMT, WITH ALL FITTINGS UL LISTED FOR THE ENVIRONMENT IN WHICH THEY ARE USED. AT CONTRACTORS OPTION, PVC CONDUIT MAY BE USED UNDERGROUND WHERE PERMITTED BY LOCAL CODE AND WHERE NOT SPECIFICALLY RESTRICTED BY THESE DOCUMENTS. USE FMC FOR FINAL CONNECTION TO EACH MOTOR AND TRANSFORMER, AND TO ANY DEVICE THAT WOULD OTHERWISE TRANSMIT MOTION, VIBRATION, OR NOISE. WHERE EXPOSED TO LIQUIDS, VAPORS OR SUNLIGHT, USE LFMC. PROVIDE ALL FMC AND LFMC WITH INSULATED GROUND WIRE. INSTALL RACEWAYS PARALLEL TO BUILDING LINES. INSTALL RACEWAYS TO REQUIREMENTS OF STRUCTURE AND TO REQUIREMENTS OF ALL OTHER WORK ON THE PROJECT. INSTALL RACEWAY TO CLEAR ALL OPENINGS, DEPRESSIONS, PIPES, DUCTS, REINFORCING STEEL, AND OTHER IMMOVABLE OBSTACLES. INSTALL RACEWAYS SET IN FORMS FOR CONCRETE STRUCTURE IN SUCH A MANNER THAT INSTALLATION WILL NOT AFFECT THE STRENGTH OF STRUCTURE. EXCEPT WHERE APPROVED IN WRITING BY THE ENGINEER, INSTALL NO RACEWAY IN A SLAB -ON -GRADE. LOCATE RACEWAY BELOW GRANULAR FILL BELOW SLABS -ON -GRADE. INSTALL RACEWAYS CONTINUOUS BETWEEN CONNECTION TO OUTLETS, BOXES AND CABINETS WITH A MINIMUM POSSIBLE NUMBER OF BENDS AND NOT MORE THAN THE EQUIVALENT OF FOUR 90 -DEGREE BENDS BETWEEN CONNECTIONS. USE MANUFACTURED ELBOWS FOR ALL 45- AND 90- DEGREE BENDS, UNLESS APPROVED BY THE ENGINEER IN ADVANCE. MAKE OTHER BENDS SMOOTH AND EVEN AND WITHOUT FLATTENING RACEWAY OR FLAKING GALVANIZED OR ENAMEL. RADII OF BENDS SHALL BE AS LONG AS POSSIBLE AND NEVER SHORTER THAN THE CORRESPONDING TRADE ELBOW. USE LONG RADIUS ELBOWS WHERE NECESSARY, INDICATED, OR BOTH. SECURELY FASTEN RACEWAYS IN PLACE WITH APPROVED STRAPS, HANGERS AND STEEL SUPPORTS AS REQUIRED. ATTACH RACEWAY SUPPORTS TO THE BUILDING STRUCTURE. HANG SINGLE RACEWAYS FOR FEEDERS WITH MALLEABLE SPLIT RING HANGERS WITH ROD AND TURNBUCKLE SUSPENSION FROM INSERTS SPACED NOT OVER 10 FEET APART IN CONSTRUCTION ABOVE. CLAMP GROUPS OF HORIZONTAL FEEDER FACEWAYS TO STEEL CHANNELS THAT ARE SUSPENDED FROM INSERTS SPACED NOT OVER 10 FEET APART IN CONSTRUCTION ABOVE. SECURELY CLAMP VERTICAL FEEDER RACEWAYS TO STRUCTURAL STEEL MEMBERS ATTACHED TO STRUCTURE. INSTALL CABLE CLAMPS FOR SUPPORT OF VERTICAL FEEDERS WHERE REQUIRED. ADD RACEWAY SUPPORTS WITHIN 12 INCHES OF ALL BENDS, ON BOTH SIDES OF THE BENDS. DO NOT SUPPORT RACEWAYS FROM SUSPENDED CEILING COMPONENTS. REAM RACEWAY ENDS, THOROUGHLY CLEAN RACEWAYS BEFORE INSTALLATION, AND KEEP CLEAN AFTER INSTALLATION. PLUG OR COVER OPENINGS AND BOXES AS REQUIRED TO KEEP RACEWAYS CLEAN DURING CONSTRUCTION AND FISH ALL RACEWAYS CLEAR OF OBSTRUCTIONS BEFORE PULLIN CONDUCTORS WIRES. PROVIDE RACEWAYS OF AMPLE SIZE FOR PULLING OF WIRE AND NOT SMALLER THAN CODE REQUIREMENTS AND NOT LESS THAN 1/2 -INCH IN SIZE, UNLESS INDICATED OTHERWISE ON DRAWINGS. PROTECT ALL RACEWAY INSTALLATIONS AGAINST DAMAGE DURING CONSTRUCTION. REPAIR ALL RACEWAYS DAMAGED OR MOVED OUT OF LINE AFTER ROUGHING -IN TO MEET ENGINEER'S APPROVAL WITHOUT ADDITION COST TO THE OWNER. ALIGN AND INSTALL TRUE AND PLUMB ALL RACEWAY TERMINATIONS AT PANELBOARDS, SWITCHBOARDS, MOTOR CONTROL, EQUIPMENT AND JUNCTION BOXES. INSTALL APPROVED EXPANSION/DEFLECTION FITTINGS WHERE RACEWAYS PASS THROUGH OR ACROSS EXPANSION JOINTS. INSTALL A PULL WIRE IN EACH EMPTY RACEWAY THAT IS LEFT FOR INSTALLATION OF CONDUCTORS OR CABLES UNDER OTHER DIVISIONS OR CONTRACTS. USE POLYPROPYLENE OR MONOFILAMENT PLASTIC LINE WITH NOT LESS THAN 200 -LB TENSILE STRENGTH. LEAVE AT LEAST 12 INCHES OF SLACK AT EACH END OF OF PULL WIRE. MAKE ALL JOINTS AND CONNECTIONS IN A MANNER THAT WILL ENSURE MECHANICAL STRENGTH AND ELECTRICAL CONTINUITY. INSTALL CONDUIT -SEALING FITTINGS IN ALL RACEWAYS PASSING FROM NON -HEATED TO HEATED SPACES. 16A 2-7 BUSHINGS AND LOCKNUTS RIGIDLY CLAMP CONDUITS ENTERING SHEET METAL BOXES TO THE BOX WITH A BUSHING AND LOCKNUT ON THE INSIDE AND A LOCKNUT ON THE OUTSIDE. CONDUIT SHALL ENTER THE BOX SQUARELY. PROVIDE BUSHINGS AND LOCKNUTS MADE OF GALVANIZED MALLEABLE IRON WITH SHARP. CLEAN-CUT THREADS. WHERE EMT ENTERS A BOX, PROVIDE APPROVED EMT COMPRESSION CONNECTORS. USE INSULATED AND/OR GROUNDING BUSHINGS WHEREVER CONNECTION IS SUBJECT TO VIBRATION OR MOISTURE, WHEN REQUIRED BY NFPA 70, OR BOTH. 16A 2-8 SUPPORT SYSTEMS STEEL SLOTTED SUPPORT SYSTEMS (SLOTTED CHANNEL): COMPLY WITH MFMA-3, FACTORY -FABRICATED COMPONENTS FOR FIELD ASSEMBLY 12 -GAUGE, 1 -5/8 -INCH BY 1 -5/8 -INCH COPPER B -LINE ERICO INTERNATIONAL CORPORATION, POWER -STRUT, THOMAS BETTS CORPORATION, UNISTRUT. FINISHES: METALLIC COATING: HOT -DIP GALVANIZED AFTER FABRICATION AND APPLIED ACCORDING TO MFMA-3 NONMETALLIC COATINGS: MANUFACTURER'S STANDARD PVC, POLYURETHANE, OR POLYESTER COATING APPLIED ACCORDING TO MFMA-3. PAINTED COATINGS: MANUFACTURER'S STANDARD PAINTED COATING APPLIED ACCORDING TO MFMA-3. STAINLESS STEEL? TYPE 304, PER ASTM A240. ALUMINUM (EXTRUDED)? TYPE 6063-T6, PER ASTM B221 FIELD FABRICATION WHERE FIELD CUTTING OF STANDARD LENGTHS OF CHANNEL ARE REQUIRED, MAKE CUTS STRAIGHT AND PERPENDICULAR TO MANUFACTURED SURFACES. FOR FIELD -CUT OR DAMAGED SURFACES OF COATED CHANNELS, DRESS CUT ENDS, DAMAGED SURFACES, OR BOTH, WITH AN ABRASIVE MATERIAL (E.G. FILE, GRINDING STONE, OR SIMILAR) AND CLEANER TO REMOVE OILS, RUST, SHARP EDGES AND SHARDS. FOR CHANNEL WITH FACTORY -APPLIED COATING, RE -FINISH CUT EDGES EIGHT COATING COMPATIBLE WITH THE FACTORY FINISH AND AS RECOMMENDED BY THE MANUFACTURER (E.G., MANUFACTURER'S TOUCH-UP PAINT OR ZINC -RICH COLD -GALVANIZING COMPOUND, AS APPLICABLE). 16A 2-9 CONDUCTORS PROVIDE COPPER CONDUCTORS, WITH UL LABEL, AND 600V INSULATION. SERVICE LATERAL CONDUCTORS? TYPE THWN OR XHHW WITH STRANDED CONDUCTORS. ALL FEEDER AND BRANCH CIRCUIT CONDUCTORS NO. 8 AWG AND LARGER? STRANDED, TYPE THWN OR XHHW INSULATION. ALL CONDUCTORS, NO 10 AWG AND SMALLER, USED FOR POWER AND LIGHTING CIRCUITS? SOLID COPPER, TYPE THWN (WET OR DAMP LOCATIONS, OR IN CONDUIT BELOW GRADE OR SLAB), TYPE THHN (DRY LOCATIONS ONLY AND ABOVE GRADE) INSULATION, OR DUAL -RATED TYPE THHN/THWN. ALL BRANCH CIRCUIT WIRING NOT SMALLER THAN NO. 12 AWG. IF NO CONDUCTOR SIZE IS INDICATED ON THE DRAWINGS FOR A BRANCH CIRCUIT, PROVIDE NO. 12 AWG CONDUCTORS AND A 20A CIRCUIT BREAKER. CONDUCTORS FIELD -INSTALLED WITHIN FLUORESCENT LIGHT FIXTURE CHANNELS: TYPE THHN. CONTROL WIRING: STRANDED COPPER CONDUCTORS, 600V INSULATION, OF THE PROPER TYPE, SIZE AND NUMBER AS REQUIRED TO ACCOMPLISH SPECIFIED FUNCTION. MINIMUM SIZE : NO. 18 AWG, UNLESS OTHERWISE NOTED. 16A 2-10 WIRING INSTALLATION EXCEPT WHERE SPECIFIED OR INDICATED, FOR LOW -VOLTAGE WIRING, INSTALL ALL WIRING IN APPROVED RACEWAY AND ENCLOSURES. SUPPORT ALL CONDUCTORS AND CABLES IN VERTICAL INSTALLATIONS, AS REQUIRED BY NFPA 70, BY INSTALLING CABLE SUPPORTS OR PLUG -TYPE CONDUIT RISER SUPPORTS, OR WIRE -MESH SAFETY GRIPS. INSTALL ALL CONDUCTORS AND CABLE IN RACEWAYS CONTINUOUS WITHOUT TAPS OR SPLICES. SPLICE OR TAP ONLY IN APPROVED BOXES AND ENCLOSURES WITH APPROVED SOLDERLESS CONNECTORS, OR CRIMP CONNECTORS AND TERMINAL BLOCKS FOR CONTROL WIRING, AND KEEP TO THE MINIMUM REQUIRED. INSULATE ALL SPLICES, TAPS, AND JOINTS AS REQUIRED BY CODES. ALL MATERIAL USED TO TERMINATE, SPLICE, OR TAP CONDUCTORS: DESIGNED FOR, PROPERLY SIZED FOR, AND UL LISTED FOR SPECIFIC APPLICATION AND CONDUCTORS INVOLVED, AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, USING THE MANUFACTURER'S RECOMMENDED TOOLS. WHERE WIRING IS INDICATED AS INSTALLED, BUT THE CONNECTION IS INDICATED "FUTURE" OR "BY OTHER DIVISION, TRADES, OR CONTRACTS", LEAVE A MINIMUM 3 -FOOT "PIGTAIL " AT THE BOX, TAPE THE ENDS OF THE CONDUCTORS, AND COVER THE BOX. THE NUMBER OF THE CONDUCTORS IN A SPECIFIC RACEWAY "HOME RUN" IS INDICATED WITH CROSS LINES (TICK MARKS) ON EACH "CIRCUIT RUN" ON THE DRAWINGS. IN GENERAL, THE DIRECTION OF BRANCH CIRCUIT "HOME RUN" ROUTING IS INDICATED ON THE DRAWINGS COMPLETE WITH CIRCUIT NUMBERS AND PANELBOARD DESIGNATION. CONTINUE ALL SUCH "HOME RUN" WIRING TO THE DESIGNATED PANELBOARD, AS THOUGH "CIRCUIT RUNS" WHERE INDICATED IN THEIR ENTIRETY. WHEN MULTIPLE HOME RUNS ARE COMBINED INTO A SINGLE RACEWAY SUCH THAT THE NUMBER OF CONDUCTORS EXCEEDS FOUR (CONDUCTOR COUNT IS MADE UP OF ANY COMBINATION OF PHASE AND NEUTRAL CONDUCTORS), THE FOLLOWING RESTRICTIONS APPLY, WHICH ARE IN ADDITION TO THOSE IN NFAP 70. NORMAL OR NONESSENTIAL CIRCUITS MAXIMUM OF 16 CONDUCTORS IN A SINGLE RACEWAY, FOR UP TO EIGHT CONDUCTORS IN A RACEWAY, MINIMUM RACEWAY SIZE 3/4 -INCH FOR GREATER THAN EIGHT CONDUCTORS, MINIMUM RACEWAY SIZE: 1 -INCH. DO NOT INSTALL ANY OTHER TYPE OF CIRCUIT IN THIS RACEWAY. THE MINIMUM WIRE SIZE FOR ALL CONDUCTORS IN THIS RACEWAY: NO. 10 AWG. ONLY 15A AND 20A BRANCH CIRCUIT HOMERUNS MAY BE COMBINED INTO ONE RACEWAY. GFCI CIRCUITS DO NOT USE MULTI -CONDUCTOR CIRCUITS, WITH A SHARED NEUTRAL, FOR ANY GFCI CIRCUIT BREAKER OR RECEPTACLE CIRCUIT. FOR BRANCH CIRCUITS FED FROM GFCI CIRCUIT BREAKERS, LIMIT THE ONE-WAY CONDUCTOR LENGTH TO 100 FEET BETWEEN THE PANELBOARD AND THE MOST REMOTE RECEPTACLE OR LOAD ON THE GFCI CIRCUIT. WIRING SHALL HAVE INSULATION OF THE PROPER COLOR TO MATCH COLOR CODE SYSTEM IN THE TABLE BELOW. IN LARGER SIZES, WHERE PROPERLY COLORED INSULATION IS NOT AVAILABLE, USE VINYL PLASTIC ELECTRICAL TAPE OF THE APPROPRIATE COLOR AROUND EACH CONDUCTOR AT LL TERMINATION POINTS, JUNCTION AND PULL BOXES. SYSTEM VOLTAGE 208Y/120 480Y/277 CONDUCTOR TYPE PHASE A PHASE B PHASE C NEUTRAL EQUIPMENT GROUND ISOLATED GROUND COLOR BLACK RED BLUE WHITE GREEN GREEN W/YELLOWSTRIPE PHASE A PHASE B PHASE C NEUTRAL EQUIPMENT GROUND BROWN ORANGE YELLOW GREY GREEN ISOLATED GROUND GREEN W/YELLOWSTRIPE PROPERLY NUMBER ALL TERMINAL BLOCKS AND WIRE TERMINALS FOR CONTROL WIRING FOR IDENTIFICATION WITH VINYL STICK -ON MARKERS OR EQUIVALENT. PROVIDE AN EQUIPMENT -GROUNDING CONDUCTOR, OR BONDING JUMPER, AS APPLICABLE, IN ALL BRANCH CIRCUITS AND FEEDERS, SIZED IN ACCORDANCE WITH NFPA 70 TABLES 250.66 OR 250.122, AS APPLICABLE, UNLESS INDICATED AS LARGER ON THE DRAWINGS. VOLTAGE DROP IN BRANCH CIRCUITS SHALL NOT EXCEED 2 PERCENT. 16A 2-11 JUNCTION BOXES, PULL BOXES, CABINETS, AND WIREWAYS PROVIDE JUNCTION BOXES, PULL BOXES, CABINETS AND WIREWAYS WHEREVER NECESSARY FOR PROPER INSTALLATION OF VARIOUS ELECTRICAL SYSTEMS ACCORDING TO NFPA 70 AND WHERE INDICATED ON THE DRAWINGS. SIZE AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED BY NFPA 70, WHICHEVER IS LARGER. CONSTRUCTION SHALL BE OF A NEMA DESIGN SUITABLE FOR THE ENVIRONMENT INSTALLED. JUNCTION BOXES INSTALLED BEHIND WALL CASES, AND IN OR ON OTHER STORE FIXTURES, EXCEPT WHERE OTHERWISE SPECIFIED, SHALL BE 4 -INCH SQUARE OR LARGER, WITH GALVANIZED COVERS. 16A 2-12 OUTLET BOXES ALL OUTLETS INCLUDING LIGHT FIXTURE, SWITCH, RECEPTACLE, AND SIMILAR OUTLETS: NATIONAL ELECTRICAL, APPLETON, STEEL CITY, RACO, OR APPROVED EQUAL, GALVANIZED STEEL KNOCKOUT BOXES, SUITABLE IN DESIGN TO THE PURPOSE THEY SERVE AND THE SPACE THEY OCCUPY. SIZE AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED BY NFPA 70, WHICHEVER IS LARGER. SET ALL OUTLET BOXES IN WALLS, COLUMNS, FLOORS, OR CEILINGS SO THEY ARE FLUSH WITH THE FINISHED SURFACE, ACCURATELY SET, AND RIGIDLY SECURED IN POSITION. PROVIDE PLASTER RINGS, EXTENSION RINGS AND/OR MASONRY RINGS AS REQUIRED FOR FLUSH MOUNTING. PROVIDE APPROVED CAST OUTLET BOXES, WITH HUBS AND WEATHERPROOF COVERS, IN ALL AREAS SUBJECT TO DAMP, WET, OR HARSH CONDITIONS. 16A 2-13 OUTLET LOCATIONS COORDINATE LOCATIONS OF OUTLETS BOXES, OUTLETS ARE ONLY APPROXIMATELY LOCATED ON THE SMALL SCALE DRAWINGS. USE GREAT CARE IN THE ACTUAL LOCATION BY CONSULTING THE VARIOUS LARGE SCALE DETAILED DRAWINGS USED BY OTHER DIVISION TRADES, AND BY SECURING DEFINITE LOCATIONS FROM THE ARCHITECT. 16A 2-14 MOUNTING HEIGHTS UNLESS NOTED OTHERWISE, INSTALL WIRING DEVICES AS INDICATED BELOW (NOTE: ALL DIMENSIONS ARE TO THE BOTTOM OF THE OUTLET BOX UNLESS NOTED OTHERWISE): A. RECEPTACLES: BE 1. GENERAL: A. VERTICALLY WITH THE GROUND SLOT MOUNTED AT THE TOP: 16 INCHES ABOVE FINISHED FLOOR. B. HORIZONTALLY , WITH NEUTRAL SLOT MOUNTED AT THE BOTTOM: 16 INCHES ABOVE FINISHED FLOOR. 2. ABOVE COUNTERS: A. FOR 36 -INCH HIGH COUNTER TOPS: 44 INCHES ABOVE FINISHED FLOOR, VERTICALLY. B. FOR 34 -INCH HIGH COUNTER TOPS: 40 INCHES ABOVE FINISHED FLOOR, VERTICALLY. 3. MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS AND JANITORS CLOSETS: 44 INCHES ABOVE FINISHED FLOOR, VERTICALLY. 4. WEATHERPROOF EXTERIOR RECEPTACLES: 24 INCHES ABOVE FINISHED GRADE OR AS INDICATED ON DRAWINGS, VERTICALLY. 5. GFCI RECEPTACLES: SAME AS GENERAL RECEPTACLES. CADMIUM PLATED. INSTALL GROUPS OF SWITCHES UNDER ONE FRAMING MEMBERS, OR SUSPENDED FROM CHAIN HANGERS GANGED -PLATE, USUALLY HORIZONTALLY OR, WHERE SUITABLE IN LENGTH TO PROVIDE THE INDICATED MOUNTING REQUIRED BY DETAILS, VERTICALLY. HEIGHT. HANGERS: "HYDEE" HANGER TYPE FOR OUTLET BOX MOUNTING, COMPLETE WITH GROUNDING RECEPTACLE, PLUG, 3 -WIRE CORD AND NECESSARY CHAIN. SET ALL COVER PLATES PLUMB, PARALLEL, AND FINISHED FLUSH WITH THE WALL. 16A 2-18 FIRESTOPPING FLOOR AND WALL PENETRATIONS 6. ISOLATED GROUND RECEPTACLES: SAME AS GENERAL RECEPTACLES. 7. TVSS RECEPTACLES: SAME AS GENERAL RECEPTACLES. 8. CONCRETE BLOCK WALLS: DIMENSIONS ABOVE MAY ADJUSTED SLIGHTLY, AS REQUIRED TO COMPENSATE FOR VIABLE JOINT DIMENSIONS, SUCH THAT BOTTOM OR TOP OF BOXES, AS APPLICABLE, ARE AT BLOCK JOINTS. B. SWITCHES: 1. GENERAL: 44 INCHES ABOVE FINISHED FLOOR. 2. ABOVE COUNTERS, SAME AS FOR RECEPTACLES. 3. CONCRETE BLOCK WALLS: 40 INCHES ABOVE FINISHED FLOOR (DIMENSIONS MAY BE ADJUSTED SLIGHTLY, AS REQUIRED TO COMPENSATE FOR VARIABLE JOINT DIMENSIONS, SUCH THAT BOTTOM OF BOXES ARE AT BLOCK JOINTS). C. TELEPHONE/DATA OUTLET BOXES: 1. GENERAL: MATCH MOUNTING HEIGHT OF ADJACENT WIRING DEVICE LISTED ABOVE. 2. WALL -MOUNTED TELEPHONE: 40 INCHES ABOVE FINISHED FLOOR. 16A 2-15 WIRING DEVICES PROVIDE THE FOLLOWING WIRING DEVICES WHERE SHOWN ON DRAWINGS OR REQUIRED. MINOR CHANGES RELATIVE TO THE LOCATION OF ELECTRICAL EQUIPMENT MAY BE MADE TO COMPLY WITH STRUCTURAL AND BUILDING REQUIREMENTS AS DETERMINED IN THE COURSE OF CONSTRUCTION. PROVIDE ALL WIRING DEVICES OF THE SAME MANUFACTURER AND NOT MIXED ON THE PROJECT, TO THE MAXIMUM EXTENT POSSIBLE. PROVIDE THE COLOR OF TOGGLES AND RECEPTACLES AS REQUESTED BY THE ENGINEER. TYPE OF DEVICE SIMPLEX RECEPTACLE DUPLEX RECEPTACLE SINGLE POLE SWITCH THREE-WAY SWITCH HUBBELL HBL 5361 HBL 5362 HBL 1221 HBL 1223 SEYMOUR 5361 5362 PS 20 AC1 PS 20 AC3 16A 2-16 SWITCH AND OUTLET COVER PLATES LEVITON 5361 5362 1221-2 1223-2 FIRE-RESISTANT PENETRATION SEALANTS: TWO-PART, FOAMED -IN-PLACE, SILICONE SEALANT FORMULATED FOR USE IN THROUGH -PENETRATION FIRE -STOPPING AROUND CABLES, RACEWAYS, AND CABLE TRAY PENETRATIONS THROUGH 16A 6-3 TELEPHONE SYSTEM PROVISIONS FIRE -RATED WALLS AND FLOORS. SEALANTS AND ACCESSORIES SHALL HAVE FIRE-RESISTANT RATINGS INDICATED, AS ESTABLISHED BY TESTING IDENTICAL ASSEMBLIES IN ACCORDANCE WITH ASTM E 814, BY UNDERWRITERS' LABORATORIES, INC, OR OTHER NRTL ACCEPTABLE TO AHJ. DEVICES 5361 5362 1221 2223 SWITCH AND OUTLET PLATES: COLORED, SMOOTH NYLON BY THE SAME MANUFACTURER AS THE WIRING DEVICES, WHEREVER POSSIBLE. VERIFY DESIRED MATERIALS AND COLORS WITH ENGINEER BEFORE INSTALLATION. SWITCH PLATES IN UNFINISHED ROOMS AND SPACES: STAMPED STEEL, THROUGH WIRING OF RECESSED LIGHT FIXTURES, IN SUSPENDED CEILING, IS NOT PERMITTED. CONNECT EACH LIGHT FIXTURE BY A WHIP TO A JUNCTION BOX. THE WHIP SHALL BE OF SUFFICIENT LENGTH TO ALLOW THE LIGHT FIXTURE TO BE RELOCATED WITHIN A 6 -FOOT RADIUS. 16A 6 MISCELLANEOUS ELECTRICAL PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: 1. "3M FIRE STOP FOAM 2001," 3M CORP. 2. "METACAULK 835," RECTORSEAL 3. "SPECSEAL PENSIL 200 SILICONE FOAM," SPECIFY TECHNOLOGY INC. 4. "FIRE STOP SYSTEM," UNITED STATES GYPSUM COMPANY. 16A 2-19 EQUIPMENT IDENTIFICATION PROVIDE EQUIPMENT IDENTIFICATION NAMEPLATES ON ALL PANELBOARDS, SWITCHES, AND WHERE INDICATED ON THE DRAWINGS. NAMEPLATES: A. ENGRAVED, CONTRASTING COLOR, THREE -LAYER, LAMINATED PLASTIC INDICATING THE NAME OF THE EQUIPMENT, LOAD, OR CIRCUIT AS DESIGNATED ON THE DRAWINGS AND IN THE SPECIFICATIONS. B. FIELD -APPLIED PERMANENT EPDXY ADHESIVE, COMPATIBLE WITH THE EQUIPMENT FINISH, ATTACHMENT METHOD SHALL BE ACCEPTABLE TO THE MANUFACTURERS OF THE EQUIPMENT TO WHICH THE NAMEPLATES ARE BEING APPLIED. C. COLOR: BLACK BACKGROUND WITH WHITE LETTERS FOR NORMAL POWER: LETTER HEIGHT: 1/2 -INCH MINIMUM. 16A 3 ELECTRICAL SERVICE AND GROUNDING 16A 3-3 GROUNDING GROUND TO BUILDING STEEL. PERMANENTLY AND EFFECTIVELY GROUND AND BOND THE ELECTRICAL INSTALLATION IN A THOROUGH AND EFFICIENT MANNER AND IN CONFORMANCE, AT A MINIMUM, WITH NFPA 70, OR THESE DOCUMENTS, WHERE THEY EXCEED CODE REQUIREMENTS. 16A 4 DISTRIBUTION AND CONTROL EQUIPMENT 16A 4-3 LIGHTING AND APPLIANCE PANELBOARDS PANELBOARDS: SQUARE D TYPE NQOD (FOR 240/208V SERVICE) OR NF (FOR 480V SERVICE) OR APPROVED EQUAL BY SIEMENS, CUTLER HAMMER, OR GENERAL ELECTRIC, AS SCHEDULED ON THE DRAWINGS, COMPLETE WITH COPPER BUSSING AND BOLT -ON THERMAL MAGNETIC, MOLDED CASE CIRCUIT BREAKERS ASSEMBLED IN A DEAD -FRONT FINISHED CABINET CONTAINING A CIRCUIT BREAKER CONTROLS, FULLY -RATED AND WITH THE INTEGRATED SHORT CIRCUIT CURRENT RATINGS INDICATED ON THE DRAWINGS. PLUG-IN TYPE BREAKERS WILL NOT BE ACCEPTABLE. ALL TWO AND THREE POLE BREAKERS: COMMON TRIP TYPE BREAKERS USED AS SWITCHES FOR 120V OR 211V LIGHTING CIRCUITS: APPROVED FOR THE PURPOSE AND MARKED "SWD". BREAKERS USED FOR THE PROTECTION OF HVAC AND REFRIGERATION EQUIPMENT: HACR TYPE. CONTRACTOR SHALL BALANCE PANEL TO WITHIN 10 PERCENT. 16A 4-4 DISCONNECT SWITCHES DISCONNECT SWITCHES: SQUARE D, SIEMENS, CUTLER HAMMER, OR GENERAL ELECTRIC FUSED OR NON-FUSED (AS INDICATED ON DRAWINGS OR REQUIRED) NEMA KSI, HEAVY DUTY, EXTERNALLY OPERATED, VISIBLE -BLADE SAFETY SWITCHES, CLASS R REJECTION FEATURE WHEN APPLICABLE, NEMA ENCLOSURE TYPE INDICATED ON THE DRAWINGS OR SUITABLE FOR THE ENVIRONMENT IN WHICH INSTALLED. PROVIDE SWITCHES WHERE NOT FURNISHED WITH THE STARTING EQUIPMENT, AT ALL OTHER POINTS REQUIRED BY NFPA 70, OR WHERE INDICATED ON THE DRAWINGS. 16A 4-6 FUSES PROVIDE EACH CIRCUIT AND SET OF FUSE CLIPS THROUGHOUT THE WORK WITH BUSSMANN, MERSEN, OR LITTLEFUSE FUSES, SIZES AND TYPES AS REQUIRED OR INDICATED. ALL FUSES LARGER THAN 600A: UL CLASS L, SIMILAR TO TYPE KRP-C BUSSMANN LOW PEAK OR EQUAL. FUSES USED TO PROTECT MOTORS: UL CLASS RK5, BUSSMANN FUSETRON OR EQUAL. ALL FUSED DEVISES SHALL BE LABELED AS TO TYPE AND SIZE OF FUSE REQUIRED. FURNISH THREE SPARE FUSES OF EACH SIZE AND TYPE USED ON THE PROJECT (EXCEPT FOR MAIN SWITCH FUSES, FURNISH ONE SPARE), NEATLY CONTAINED IN A PROPERLY LABELED CABINET. PROVIDE INCOMING TELEPHONE SERVICE RACEWAYS AS INDICATED ON DRAWINGS OR AS REQUIRED BY THE SERVING TELEPHONE COMPANY. PROVIDE 3/4 -INCH THICK PLYWOOD BOARD, FIRE-RETARDENT-TREATED AND STAMPED FRT, SECURELY ANCHORED TO THE WALL, AT THE LOCATION AND OF THE SIZE INDICATED ON THE DRAWINGS. PROVIDE FLUSH MOUNTED TELEPHONE OUTLET BOXES WITH 3/4 -INCH EMT STUB -UP CONCEALED TO ACCESSIBLE CEILING SPACE AT LOCATIONS AS INDICATED ON THE DRAWINGS. 16A 6-3 TELEPHONE SYSTEM PROVISIONS PROVIDE INCOMING TELEPHONE SERVICE RACEWAYS AS INDICATED ON DRAWINGS OR AS REQUIRED BY THE SERVING TELEPHONE COMPANY. PROVIDE 3/4 -INCH THICK PLYWOOD BOARD, FIRE-RETARDENT-TREATED AND STAMPED FRT, SECURELY ANCHORED TO THE WALL, AT THE LOCATION AND OF THE SIZE INDICATED ON THE DRAWINGS. PROVIDE FLUSH MOUNTED TELEPHONE OUTLET BOXES WITH 3/4 -INCH EMT STUB -UP CONCEALED TO ACCESSIBLE CEILING SPACE AT LOCATIONS AS INDICATED ON THE DRAWINGS. 16A 5 LIGHT FIXTURES, LAMPS AND BALLASTS 16A 5-2 LIGHT FIXTURES REFER TO LIGHT FIXTURE SCHEDULE ON SHEET E1.1 FOR LIGHTING INFORMATION. PROVIDE ALL NECESSARY ACCESSORIES, MATERIAL AND LABOR TO SECURELY HANG, CLEAN, AND MAKE LIGHT FIXTURES COMPLETELY READY FOR USE. LIGHT FIXTURE MODEL NUMBERS SCHEDULED ON THE DRAWINGS SHOW ONLY THE MANUFACTURER, GRADE AND STYLE OF LIGHT FIXTURES REQUIRED. PROVIDE: ALL HANGERS, SUPPORTS, AND MISCELLANEOUS HARDWARE REQUIRED TO INSTALL LIGHT FIXTURES, PROPER TRIM TO FIT EACH CEILING CONDITION ACTUALLY ENCOUNTERED, ADDITIONAL TIE WIRES CONNECTED TO STRUCTURE TO CONFORM TO UBC 25-213 SEISMIC REQUIREMENTS WHERE REQUIRED. SURFACE -MOUNT ALL FLUORESCENT LIGHT FIXTURES LOCATED IN AREAS WITHOUT SUSPENDED CEILINGS UNLESS OTHERWISE INDICATED ON THE DRAWINGS. PROVIDE RIGID METAL SPACERS FINISHED IN WHITE ENAMEL BETWEEN THE TOP OF EACH LIGHT FIXTURE AND THE CEILING ABOVE TO MAINTAIN A 1-1/2 INCH SPACE. SPACERS SHALL BE APPROVED BEFORE INSTALLATION. INSTALL ALL FLUORESCENT LIGHT FIXTURES LOCATED IN AREAS WITHOUT CEILINGS IMMEDIATELY BELOW THE ROOF 00 (14 RECEIVE© CITY OF TUKWILA AUG 1 1 2017 PERMIT CENTER s pARATF APPROVALM1/7',EI� REQuiRs'© 0 V z CORE STATES 700 W Industrial Drive, Ste. a G R O U P Rogers, AR 72756 Phone (479) 986-4400 FAX (479) 986-4401 GR. (1•11A.7 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT, REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED BY NIELSEN ARCHITECTURE, LLC. N co Wk co IX CO Q � >3 °c� zm _ ax PROJECT NUMBER: 2015-0116 DRAWN BY: HOL RMJ 11/30/2016 REVISIONS SHEET CONTENTS: SPECIFICATIONS E400 GROUND FLOOR PLUMBING PLAN 1 /16"=1'-0" 1 = 013 00 v n MEZZANINE PLUMBING PLAN 1/16"=V-0" O PLUMBING NOTES 1. RESTROOM PLUMBING FIXTURES ARE EXISTING TO REMAIN, CLEAN AND REFURBISH TO LIKE -NEW CONDITION. IF BEYOND REPAIR AND REPLACEMENT IS NECESSARY, GC TO CONTACT OWNER FOR CURRENT HJC ORDER FORM FOR OWNER PROVIDED PLUMBING FIXTURES AND EQUIPMENT. INSPECT AND TEST ALL PIPING SYSTEMS. DEMO/REMOVE EXISTING HAND WASH SINK, PROVIDE WASHER BOX (WB) IN SAME LOCATION, EXTEND AND RECONNECT TO EXISTING SANITARY PIPING. 3. X N� A ' CSN C 1/2 C & ' PI G NEAREST EXISTING OF EQUAL SIZE OR LARGER, FIELD VERIFY EXACT LOCATIONS. SPRINKLER NOTES 1. PROTECT THE BUILDING BY WET PIPE SPRINKLER SYSTEM IN ACCORDANCE WITH SPECIFICATIONS, NATIONAL FIRE CODES, AND THE LOCAL FIRE MARSHAL. 2. THE FIRE PROTECTION SYSTEM MATERIALS AND INSTALLATION SHALL COMPLY WITH NFPA 13, STATE, AND LOCAL CODES. BASE SYSTEM DESIGN UPON WATER FLOW TEST READINGS. PROVIDE RISER SHUT OFF VALVES (OS&Y), BACKFLOW PREVENTER, FIRE DEPARTMENT CONNECTIONS, SUPERVISED FLOW, AND TAMPER SWITCHES AS REQUIRED AND IN LOCATION AS DIRECTED BY LOCAL AHJ. 3. LIGHTING, DUCTWORK, AND POWER DROP LOCATIONS TAKE PRECEDENCE OVER FIRE PROTECTION LINES AND SPRINKLER HEAD LOCATIONS. COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS. 4. PROVIDE FIRE SPRINKLER DRAWINGS AND CALCULATIONS. HAVE A PROFESSIONAL ENGINEER SEAL DRAWINGS AND CALCULATIONS WHERE REQUIRED BY AHJ. 5. MODIFY SPRINKLER SYSTEM PER NEW LAYOUT PER APPLICABLE CODES. INSTALL PENDANT TYPE HEADS FOR OPEN CEILING AND FULLY RECESSED TYPE HEADS FOR SOFFITS. COVER PLATE COLOR TO MATCH FINISH SURFACE COLOR. 6. CONTRACTOR TO PROVIDE COMPLETE SYSTEM INCLUDING DESIGN AND PERMITS. PLUMBING SYMBOLS •a .\ %of SANITARY SEWER SS \.4 q\\ \ \� \`�, �` \ ��' `\ ` \\` \' \\ r� �` \s/f////f err;. ` ` ' -'_.._—_.,..__.._ DOMESTIC HOT WATER RETURN --- NATURAL GAS G CONDENSATE DRAIN CD - - - - PLUMBING VENT -�I�- UNION ELBOW - TURNED DOWN C ELBOW - TURNED UP C) TEE - TURNED DOWN v TEE - TURNED UP -p �' BALL VALVE ---� SHUT-OFF VALVE IN VERTICAL LINE 1-i:›C \, \ FLOOR DRAIN O FD i FLOOR SINK n FS -O FCO FLOOR CLEANOUT -0 YCO YARD CLEANOUT --I-i FPWH FREEZE PROOF WALL HYDRANT -�- KB HOSE BIBB --11 WCO WALL CLEANOUT GAS PRESSURE REGULATOR ® - GAS COCK I I - CONNECT TO EXISTING Ia 1 A. it FRIO 11111 Mt MO MI NWG ri �J i' 1 a i. E I _... 1.1 : H !__ _ - .._......-_.. i .41 l i i l " III ' E � i ■� 1 � a. I I i e iE UMW I tip; NUM, MGM I ') illL c ,r*IilliM23431039P. 7 CDC JD+ 11 1 j T \ 5 i o 0 o 0 10 0 0 . DN - _ 1 GROUND FLOOR PLUMBING PLAN 1 /16"=1'-0" 1 = 013 00 v n MEZZANINE PLUMBING PLAN 1/16"=V-0" O PLUMBING NOTES 1. RESTROOM PLUMBING FIXTURES ARE EXISTING TO REMAIN, CLEAN AND REFURBISH TO LIKE -NEW CONDITION. IF BEYOND REPAIR AND REPLACEMENT IS NECESSARY, GC TO CONTACT OWNER FOR CURRENT HJC ORDER FORM FOR OWNER PROVIDED PLUMBING FIXTURES AND EQUIPMENT. INSPECT AND TEST ALL PIPING SYSTEMS. DEMO/REMOVE EXISTING HAND WASH SINK, PROVIDE WASHER BOX (WB) IN SAME LOCATION, EXTEND AND RECONNECT TO EXISTING SANITARY PIPING. 3. X N� A ' CSN C 1/2 C & ' PI G NEAREST EXISTING OF EQUAL SIZE OR LARGER, FIELD VERIFY EXACT LOCATIONS. SPRINKLER NOTES 1. PROTECT THE BUILDING BY WET PIPE SPRINKLER SYSTEM IN ACCORDANCE WITH SPECIFICATIONS, NATIONAL FIRE CODES, AND THE LOCAL FIRE MARSHAL. 2. THE FIRE PROTECTION SYSTEM MATERIALS AND INSTALLATION SHALL COMPLY WITH NFPA 13, STATE, AND LOCAL CODES. BASE SYSTEM DESIGN UPON WATER FLOW TEST READINGS. PROVIDE RISER SHUT OFF VALVES (OS&Y), BACKFLOW PREVENTER, FIRE DEPARTMENT CONNECTIONS, SUPERVISED FLOW, AND TAMPER SWITCHES AS REQUIRED AND IN LOCATION AS DIRECTED BY LOCAL AHJ. 3. LIGHTING, DUCTWORK, AND POWER DROP LOCATIONS TAKE PRECEDENCE OVER FIRE PROTECTION LINES AND SPRINKLER HEAD LOCATIONS. COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS. 4. PROVIDE FIRE SPRINKLER DRAWINGS AND CALCULATIONS. HAVE A PROFESSIONAL ENGINEER SEAL DRAWINGS AND CALCULATIONS WHERE REQUIRED BY AHJ. 5. MODIFY SPRINKLER SYSTEM PER NEW LAYOUT PER APPLICABLE CODES. INSTALL PENDANT TYPE HEADS FOR OPEN CEILING AND FULLY RECESSED TYPE HEADS FOR SOFFITS. COVER PLATE COLOR TO MATCH FINISH SURFACE COLOR. 6. CONTRACTOR TO PROVIDE COMPLETE SYSTEM INCLUDING DESIGN AND PERMITS. PLUMBING SYMBOLS SANITARY SEWER SS DOMESTIC COLD WATER - - - - - - - DOMESTIC HOT WATER ------- DOMESTIC HOT WATER RETURN --- NATURAL GAS G CONDENSATE DRAIN CD - - - - PLUMBING VENT -�I�- UNION ELBOW - TURNED DOWN C ELBOW - TURNED UP C) TEE - TURNED DOWN v TEE - TURNED UP -p BALL VALVE ---� SHUT-OFF VALVE IN VERTICAL LINE 1-i:›C BACKFLOW PREVENTER FLOOR DRAIN O FD FLOOR SINK n FS -O FCO FLOOR CLEANOUT -0 YCO YARD CLEANOUT --I-i FPWH FREEZE PROOF WALL HYDRANT -�- KB HOSE BIBB --11 WCO WALL CLEANOUT GAS PRESSURE REGULATOR ® - GAS COCK I I - CONNECT TO EXISTING ( 00 ('I RECEIVED CITY OF TUKWILA AUG 1 1 2017 PERMIT CENTER SEPARATE APPgp��qND REG��RED CV W •rte.. WW <C Z W Z _ O OU 0 < 3 z— OLL W � MW 700 W Industrial Drive, Ste. B Rogers, AR 72756 Phone (479) 986.4400 FAX (479) 986-4401 GROUP EXPIRES t• 1'`o� PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT, REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED BY NIELSEN ARCHITECTURE, LLC. PROJECT NUMBER: 2015-0116 DRAWN BY: MCB APPROVED BY: DML ISSUE DATE: 11/30/2016 REVISIONS SHEET CONTENTS: OVERALL PLUMBING PLAN P100 1 PLUMBING SPECIFICATIONS 1. INTRODUCTION 1.1 THE CONTRACTING FOR INSTALLATION OF PLUMBING SYSTEMS WILL BE ACCOMPLISHED IN THE FIELD AT THE DIVISION LEVEL (IN CASE OF A CONFLICT BETWEEN THIS SPECIFICATION AND THE CONTRACT DOCUMENTS AND/OR WRITTEN OR VERBAL INSTRUCTIONS PROVIDED BY THE CONSTRUCTION MANAGER, THE DIVISION'S INSTRUCTIONS SHALL PREVAIL). HEREAFTER IN THIS SPECIFICATION, THE WORD "PLUMBING CONTRACTOR" SHALL REFER TO THE INSTALLING PLUMBING CONTRACTOR AND "OWNER" SHALL REFER TO OWNER. 1.2 SCOPE OF WORK 1.2.1 PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL PLUMBING FIXTURES, ACCESSORIES, AND ATTENDANT PIPING AS STATED HEREIN. REFER TO THE PLUMBING PLANS AND THE "MATERIALS" PORTION OF THIS SPECIFICATION FOR EQUIPMENT TO BE FURNISHED. EXACT LOCATION OF ALL EQUIPMENT SHALL BE DETERMINED BY REFERENCE TO THE PLANS AND MEASUREMENTS AT THE BUILDING SITE AND IN COOPERATION WITH OTHER CONTRACTORS AND IN ALL CASES SHALL BE SUBJECT TO THE OWNERS APPROVAL. 1.3 GENERAL 1.3.1 ALL SAFETY PRECAUTIONS SHALL BE TAKEN TO PROTECT PERSON, PROPERTY, AND EQUIPMENT. 1.3.2 NO COMPENSATION FOR WORK PERFORMED OVER AND ABOVE PROJECTS SUM SHALL BE ALLOWED DUE TO CONDITIONS WITH WHICH THE PLUMBING CONTRACTOR SHOULD HAVE BEEN FAMILIAR. 1.3.3 ANY DEVIATION BY PLUMBING CONTRACTOR FROM THE PLANS AND SPECIFICATIONS, OR ANY SUBSTITUTION OF EQUIPMENT FROM THAT SPECIFIED, SHALL FIRST RECEIVE OWNERS APPROVAL. 1.4 OPERATIONS AND INSTALLATION 1.4.1 ALL DELIVERIES TO COINCIDE WITH CONSTRUCTION SCHEDULE. MATERIALS SHALL BE STORED WHERE AND/OR AS DIRECTED BY THE GENERAL CONTRACTOR. STORAGE MUST BE IN SUCH A PLACE AS TO AVOID ACCIDENTAL MUTILATION BY EQUIPMENT BY ANY CONTRACTOR WHILE PERFORMING THEIR WORK, WHETHER ON SITE OR OFF. 1.4.2 ALL UNDER FLOOR PIPING SHALL BE INSTALLED IN CONJUNCTION WITH THE GENERAL CONTRACTOR'S WORK SCHEDULE. NO UNDERGROUND WORK SHALL BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED AND TESTED. 1.4.3 PLUMBING CONTRACTOR SHALL DO THE NECESSARY TRENCHING, SHORING AND BACKFILLING REQUIRED TO FULFILL HIS CONTRACT. BOTTOMS OF TRENCHES SHALL BE CUT TO GRADE. 1.4.4 ALL OPENINGS AND STUB -UP FOR PLUMBING PIPING AND FIXTURES SHALL BE CAREFULLY LOCATED AND COORDINATED, OTHERWISE, PLUMBING CONTRACTOR SHALL CUT NEW OPENINGS AT HIS OWN EXPENSE, AND REIMBURSE OTHER SUBCONTRACTORS FOR ANY DAMAGE DONE TO THEIR WORK. 1.5 CODE AND PERMIT REQUIREMENTS 1.5.1 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES, AND CODES, WHICH SHALL BE DELINEATED, AND ALL MODIFICATIONS REQUIRED BY THE INSPECTION AUTHORITIES SHALL BE MADE BY PLUMBING CONTRACTOR WITHOUT ADDITIONAL COST TO OWNER. 1.5.2 PLUMBING CONTRACTOR SHALL OBTAIN, PAY FOR AND FURNISH ALL PERMITS REQUIRED BY LOCAL OR STATE ORDINANCES OR CODES, AND THESE COSTS SHALL BE STATED SEPARATELY ON THE PLUMBING CONTRACTOR'S INVOICES. 2. MATERIALS 2.1 DOMESTIC WATER PIPING 2.1.1 ABOVE AND BELOW GRADE WATER PIPING SHALL BE PEX TUBING CONFORMING TO ASTM F877 CROSS-LINKED POLYETHYLENE TUBING HOT AND COLD WATER DISTRIBUTION SYSTEMS, ASTM F876 CROSS-LINKED POLYETHYLENE TUBE, ASTM F1807 FITTING AND ASTM F2159 FITTINGS, COMPLY WITH NSF STANDARD 14 AND 61. PEX TUBING SHALL BE WATTS WATERPEX CROSS-LINKED POLYETHYLENE OR EQUAL. ALL PEX TUBING BELOW GRADE SHALL BE SLEEVED WITH PVC PIPE. 2.1.1.1 FITTINGS: FITTINGS SHALL BE MECHANICAL CRIMP FITTINGS IN COMPLIANCE WITH ASTM F1807 AND F2159. PEX FITTINGS SHALL BE WATTS BRASS CRIMPRING FITTINGS USING EITHER WATTS COPPER CRIMPRING OR STAINLESS STEEL CINCHCLAMP OR EQUAL. INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2.2 SOIL, WASTE AND VENT PIPES 2.2.1 ABOVE AND BELOW GRADE SOIL, WASTE AND VENT PIPING SHALL BE PVC PLASTIC, SCHEDULE 40 DWV PIPE CONFORMING TO ASTM D2665 WITH PLAIN ENDS. CELLULAR (FOAM) CORE PVC NOT ALLOWED. INSTALL PER ASTM D2665 AND ASTM D2321. 2.2.1.1 FITTINGS SHALL BE PVC SOCKET -TYPE DWV PIPE FITTINGS; ASTM D2665 MADE TO ASTM D3311 DRAIN, WASTE AND VENT PATTERNS. 2.3 FLASHING: SHEET LEAD. 4 POUNDS PER SQUARE FOOT, MINIMUM. 2.4 INSULATION 2.4.1 DOMESTIC COLD WATER (WITHIN BUILDING): COPPER PIPE: 1/2" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG. (SEE BELOW FOR PLUMBING FITTING INSULATION REQUIREMENTS) PEX TUBING: NO INSULATION REQUIRED. EXCEPTION: FOR NON -RECIRCULATING HOT WATER SYSTEM, PROVIDE 1/2" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG ON THE FIRST 8 FEET OF INLET PIPING AT WATER HEATER. CPVC TUBING: NO INSULATION REQUIRED. ak CONNECT 1/2" CW & HW VILIF TO NEAREST EXISTING OF EQUAL SIZE OR LARGER, V.I.F. 2.4.2 DOMESTIC HOT WATER: COPPER PIPE: 1/2" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG. (SEE BELOW FOR PLUMBING FITTING INSULATION REQUIREMENTS) PEX TUBING: 1/2" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG. (SEE BELOW FOR PLUMBING FITTING INSULATION REQUIREMENTS) FOR HOT WATER PIPING BEING SERVED BY SYSTEM WITH RECIRCULATING PUMP, PROVIDE 1" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG. (SEE BELOW FOR PLUMBING FITTING INSULATION REQUIREMENTS) 2.4.3 INDIRECT AND CONDENSATE DRAIN PIPING (WITHIN BUILDING): COPPER PIPE: PROVIDE 1" FLEXIBLE UNICELLULAR INSULATION BY ARMACELL. PVC PIPING: NO INSULATION REQUIRED. FOR PIPING AT HANGERS, PROVIDE 8" LONG SECTIONS OF HIGH DENSITY, HIGH TEMPERATURE CALCIUM SILICATE BY JOHNS -MANVILLE, FIBERGLASS BY KNAUF, OR 8" LONG STYROFOAM BILLETS BY DOW. INSULATION SHALL BE CONTINUOUS ALONG THE PIPE SURFACE, EXCEPT AT VALVES, UNIONS, AND WHERE PIPING IS EXPOSED AT FIXTURES. FOR HOT AND COLD WATER PIPING EXPOSED, CONCEALED IN WALLS, AND/OR INSTALLED INSIDE MASONRY UNITS OF WALLS, COVER FITTINGS WITH ZESTON, KNAUF, OR EQUAL ONE-PIECE PVC PREMOLDED INSULATING COVERS. FITTING COVERS, JACKETS AND ADHESIVES SHALL NOT EXCEED FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPMENT RATING OF 50 PER ASTM E84. AT ALL ELBOWS AND TEES, FILL VOIDS BETWEEN COVERS AND PIPING WITH FIBERGLASS INSULATION AND TAPE JOINTS. INSTALL PIPE INSULATION IN COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS. WHERE PREMOLDED INSULATING FITTINGS ARE NOT APPROVED BY LOCAL AUTHORITIES, MITER INSULATION AT FITTINGS. 2.5 INDIRECT AND CONDENSATE DRAIN LINES: PROVIDE HARD DRAWN, TYPE "M" OR "L" COPPER PIPE FOR ALL CONDENSATE DRAIN PIPING FROM COOLER AND FREEZER EVAPORATORS. PROVIDE HEAT TRACE FOR ALL CONDENSATE DRAIN PIPING LOCATED IN FREEZERS, AND ROUTE TO FLOOR DRAIN IN BUILDING. PROVIDE PVC PIPE FOR ALL OTHER INDIRECT AND CONDENSATE DRAIN PIPING FROM HVAC, PLUMBING, AND BEVERAGE EQUIPMENT, AND ROUTE TO FLOOR DRAIN IN BUILDING. 3. TESTING AND INSPECTION: 3.1 THE ENTIRE PLUMBING SYSTEM SHALL BE TESTED BEFORE COVERING OR ENCLOSING. 3.2 INSPECTION: WORK SHALL BE INSPECTED FOR COMPLIANCE WITH CODES, ORDINANCES, REGULATIONS AND ADHERENCE TO CONTRACT DOCUMENTS. PLUMBING CONTRACTOR SHALL SUPPLY OWNER WITH SIGNED FORMS OR PROOF OF ACCEPTANCE BY THE LOCAL AUTHORITY BEFORE CONTINUING FROM ONE STAGE TO ANOTHER. FINAL APPROVAL SHALL BE OBTAINED BEFORE FINAL PAYMENT IS MADE ON THE CONTRACT.\ 3.3 PERFORMANCE REQUIRED: 3.3.1 PLUMBING CONTRACTOR SHALL INSTALL ALL PLUMBING SYSTEMS LEAK FREE AND AS PER PLANS AND SPECIFICATIONS. 3.3.2 ALL EXPOSED EQUIPMENT SHALL BE INSTALLED IN A WORKMANLIKE MANNER AND WILL BE SUBJECT TO ARCHITECTURAL INSPECTION FOR AESTHETIC APPEARANCE. 4. CUTTING AND CLEANING: 4.1 PLUMBING CONTRACTOR SHALL CLEAN ENTIRE SITE OF DEBRIS, TOOLS AND EQUIPMENT RELATED TO THIS WORK. 4.2 PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF HIS WORK WHICH MAY BE REQUIRED TO RELIEVE THE WORK OF OTHER CONTRACTORS. 5. GUARANTEES: 5.1 PLUMBING CONTRACTOR SHALL GUARANTEE ALL OF THE WORK AND THE COMPLETE OPERATION WILL BE FREE FROM DEFECTS IN WORKMANSHIP AND MATERIALS. PLUMBING CONTRACTOR AGREES TO REPLACE, WITHOUT EXPENSE TO THE OWNER, ANY PART OF HIS WORK ON THIS INSTALLATION WHICH PROVES TO BE DEFECTIVE WITHIN ONE (1) YEAR AFTER ACCEPTANCE OF THE WORK. WB AAhCONNECT 1 1/2"V /IV TO NEAREST EXISTING OF EQUAL SIZE OR LARGER, V.I.F. cV CONNECT 2"SS TO NI NEAREST EXISTING OF EQUAL SIZE OR LARGER, V.I.F. OWNER PROVIDED SPECIALTY PLUMBING FIXTURE SCHEDULE TAG FIXTURE MANUFACTURER MODEL DESCRIPTION NOTES WHA WATER HAMMER ARRESTOR SIOUX CHIEF 652-A CONFORM TO PDI WH -201, ASSE 1010; TEMP TO 250°F, MAX 350 P SIG WORKING PRESSURE 1 TMV TEMPERATURE MIXING VALVE WATTS LFUSG-B-M1 +/-3°F UP TO 120°F, WITH BUILT-IN CHECK VALVES, BRASS BODY, AND COPPER THERMOSTAT. TP TRAP PRIMER SIOUX CHIEF 695 BRONZE PRIMER VALVE WITH REMOVABLE OPERATING PARTS INTEGRAL VACUUM BREAKER, AND GASKETED ACCESS COVER. BFP REDUCED PRESSURE BACKFLOW PREVENTER WILKINS 975XL BRONZE BODY, WITH SHUT-OFF VALVES, Y -STRAINER, AND TEST COCKS. FD FLOOR DRAIN SIOUX CHIEF 832-36PNQ 3" LIGHT DUTY DRAIN WITH 7" SQUARE TOP, PVC BODY WITH NICKEL BRONZE RING AND STRAINER. PROVIDED WITH 3" DRAIN AND 1 1/2" VENT. FCO FLOOR CLEANOUT SIOUX CHIEF 851 PVC BODY, ROUND HEAVY-DUTY CAST IRON TOP, POLYPROPYLENE OR ABS PLUG, ADJUSTABLE TO FINISH SURFACE. 2 WCO WALL CLEANOUT SIOUX CHIEF 873 THREADED, COUNTERSUNK BRONZE CLEANOUT PLUG. PROVIDE DRILLED TAP FOR CENTER SCREW AND STAINLESS STEEL COVER. WB WASHER BOX SIOUX CHIEF 696 WASHER BOX WITH HOSE CONNECTIONS WITH INTEGRAL WATER HAMMER ARRESTOR AND DRAIN. NOTES 1. SIZE PER MANUFACTURERS RECOMMENDATION. 2. CLEANOUT SHALL BE SAME SIZE AS PIPE BEING SERVED. bf7O N W •N US[ W W Z I- V W z=O OUBE vQctO O W E, W CORE STATE 700 W Industrial Drive, Ste. B Rogers, AR 72756 Phone (479) 986-4400 FAX (479) 986-4401 GROUP RECEIVED CITY OF TUKWILA AUG i 1 2017 PERMIT CENTER E pARAT APp ��irAND REQS©SAL REp -PRES ,A:A 1 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT, REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED BY NIELSEN ARCHITECTURE, LLC. PROJECT NUMBER: 2015-0116 DRAWN BY: MCB APPROVED BY: DML ISSUE DATE: 11/30/2016 REVISIONS # DATE DESCRIPTION 8 7/14/17 ADDENDUM 7 10 8/08/17 ADDENDUM 9 SHEET CONTENTS: PLUMBING SPECIFICATIONS, SCHEDULES, AND DETAILS P200 EXISTING 4 STALL (5) _ STALLS ©- 1 . o• X11 \ \ \ \ \ \ \ \ \ ING FLAG POL EXIS ING LA DSCAP NEW MONUMENT SIGN BY OTHERS NEW LANDSCAPE EXIST. EXIST. SERVICE limn EXIT NEW - LANDSCAPE EXISTING STOREFRONT AND ENTRY STEPS / PATIO - WITH CANOPY TO BE REBUILT a. LEVEL ERS NEW SIDEWA NEW SIGN MONUMENT REPLACE EXISTING OVERHEAD DOOR NEW STOREFRONT IN EXISTING DOOR OPENING RAMP AND HANDRAILS LANDSCAPE 1•TAIRS STAIRS 102 EXIST. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. SEPARATE PERMIT REQUIRED.FOR: lIl. ���tiechanical C€lectricai Ig'I'iumbing qi,das Piping City of Tukwila BOWING DIVISION row_■ ...pi NEW PARKIN EXIST 380'-0" EXISTING EASEMENT PLANNING APPROVED No changes can be made. to th plans without approval from to Planning Division of DOD Approve y: L Date: - FILE COPY Permit No. 1) (`1 1 3 Plan review approval is subject to errors and omissions, Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Fie opy an conditions is acknowledged: Date: i (� REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL i B 21 ci ' wita Buctxtita._DIVJS ON EXISTING DOWN SPOUTS TO BE REPLACED RECEIVED CITY OF TLIKWILA MAR 0 9 2017 PERMIT CENTER PAR ING EXISTING FIRE HYDRANT NORTH 3 0 RRiGTOW LTR 75 CAR PARK 1 20' IBC PLATFORM COMPLIANCE STATEMENT PLATFORMS DESCRIBED IN THESE DOCUMENTS ARE DESIGNED TO MEET REQUREMENTS OF THE 2012 IBC. PLATFORMS CREATE A RATED FLOOR ASSEMBLY BY USING NONFLAMMABLE MATERIALS AND CONTINUE THIS RATING DOWN TO THE EXISTING FLOOR. NO STORAGE OF ANY KIND IS ALLOWED UNDER THE PLATFORM. PLATFORMS ARE CONSTRUCTED WITH METAL STUDS AND JOISTS AND SHEATHED WITH 3/4" TONGUE AND GROOVE FIRE RATED PLYWOOD ON HORIZONTAL SURFACES AND 1/2" FIRE RATED PLYWOOD ON VERTICAL SURFACES. ASTM F2790 THIS PARK MEETS ALL REQUIREMENTS OF ASTM F2970 STANDARD PRACTICE FOR DESIGN, MANUFACTURE, INSTALLATION, OPERATION, MAINTENANCE, INSPECTION ANF MAJOR MODIFICATION OF TRAMPOLINE COURTS EXIT STRIPPED "NO PARKING" FOR EGRESS NFPA DECK STATEMENT DEVELOPER HAS SOUGHT INTERPRETATION AND CLARIFICATION FROM MATT KLAUS, PRINCIPAL FIRE PROTECTION ENGINEER WITH THE NFPA AND MULTIPLE INDEPENDENT FIRE PROTECTION CONSULTANTS THROUGHOUT THE COUNTRY. A FORMAL REQUEST WAS MADE OF THE NATIONAL FIRE PROTECTION ASSOCIATION TO PROVIDE AN INTERPRETATION OF CODE SECTION 8.15.1.2.2 OF THE 2013 EDITION OF NFPA # 13. THE SUBSEQUENT RESPONSE FROM NFPA ARE AS FOLLOWS: "PROVIDED THAT THE SPACE BELOW THE TRAMPOLINE IS DEVOID OF COMBUSTIBLE MATERIALS AND THE PLATFORMS ARE NON-COMBUSTIBLE, SPRINKLERS WOULD NOT BE REQUIRED TO PROTECT THE CAVITY BELOW THE TRAMPOLINE." SUFFICE IT TO SAY THAT NFPA AGREES WITH OUR INTERPRETATION AND INDICATES THAT FIRE SPRINKLERS ARE NOT REQUIRED BELOW THE TRAMPOLINES GIVEN THE CONSTRUCTION OUTLINED BELOW. SMOKE/FLAME SPREAD INFO CAN BE FOUND ON SUPPLIMENTARY X -SHEETS FE DN !_II'I 1. II FE DOOR TO REMAIN OPEN DURING BUSINESS HOURS EXIT F 0 e • • • , •• / • • • • 0 0 CM=__0--0- I I -. • • 4;;_, CONSTANT VOLUME EXHAUST FAN. REF. MECH • • DATA MECHANICAL 133 UTILITY F- >< EURO 10X17 3 303 EURO 10X17 2 302 EURO 10X17 301 EURO 17X17 300 CHAINLINK GATE NOT AN EXIT. GC TO REMOVE ANY SIGNAGE I I ! ! '-;- , - , — . t , f - r-, ,1-;-: r! '--,-- 1 ' 1\.' !iii .— 1 'I 1 1 1 -' I _4__ Ir p_ ice, 60 SF I I.. _I_.1 ;A_,T I4 /I r Assembly - UnConcentrated 15 SF i 102 PARTY C -I-7T t Assembly - UnConcentrated 15 SF 15 103 PARTY B 208 SF Assembly - UnConcentrated _,I 14 104 PARTY A 210 SF Assembly - UnConcentrated 15 SF 14 105 ELECTRICAL 57 SF Accessory Storage/Mechanical 300 SF 1 106 OFFICE 359 SF Business Areas 100 SF 4 108 MEN'S 146 SF Accessory Storage/Mechanical 300 SF 1 109 WOMEN'S 140 SF Accessory Storage/Mechanical 300 SF 1 110 EXISTING KITCHEN 35 SF Business Areas 100 SF 1 111 EXISTING STORAGE 39 SF Accessory Storage/Mechanical 300 SF 1 112 BREAK 249 SF Business Areas 100 SF 3 113 MAIN ELECTRICAL 90 SF Accessory Storage/Mechanical 300 SF 1 133 MECHANICAL 41 SF Accessory Storage/Mechanical 300 SF 1 134 DATA 50 SF Accessory Storage/Mechanical 300 SF 1 135 UTILITY 42 SF Accessory Storage/Mechanical 300 SF 1 137 MEN 292 SF Accessory Storage/Mechanical 300 SF 1 138 WOMEN 243 SF Accessory Storage/Mechanical t,-I I I 1 l- } ; ! 145 SF y:i-'Y'-7 60 SF 1. 301 i , 98 SF Ti_:-- 60 SF iN •. . EURO 10X17 2 98 SF -1-f- - 1 303 EURO 10X17 3 55 SF TRAMPOLINE 60 SF 1 304 OPEN JUMP 4626 SF TRAMPOLINE 60 SF 78 305 LAUNCH .-E-i— TRAMPOLINE 60 SF 5 306 1 1640 SF TRAMPOLINE 60 SF 28 307 L 216 SF TRAMPOLINE 60 SF 4 308 TUMBLE 40' 2 330 SF TRAMPOLINE 60 SF 6 _ TUMBLE 40' 330 SF TRAMPOLINE 60 SF 6 400 L 1 _____ Parking Garage _L.1 1 169 H 111 �1-.� `\i PARTY 2B ' Assembly - UnConcentrated , 20 202 PARTY 2C 1I Assembly - UnConcentrated 15 SF 24 203 � 86 SF ! fr SLI �' WOMEN'S 126 SF i 300 SF - ! 205 MEN'S 96 SF Accessory Storage/Mechanical 300 SF 1 Hi PARTY 2A 344 SF -}- , r 23 , ' 23 SF 1 60 SF 1 208 VIEWING 2496 SF Assembly - UnConcentrated 15 SF 167 1018 1,-r==; �` 1 L L' �\: �� r IIt1 r } _l �;I \, L !PE \\ _- -Li _ �' o ` sEf , F I JUMP i \71--i X304; I I i--1- ; ii f i - I- ! ; • 11-, I - I H, H .\ i 1 1 L ■ 1 I . _1_1 ■ ... . _. • , 11 ' i`: / .-I---1- i H a. .... T �� MM. _ L.. ■ /' t ,' I_ F Ii - I i RIM■ 6L? - -- �_ J 1 _III r_r ; j -ITL__ o. �� -.1 _ �- r, TUMBLE 40' I 1✓ I I - ! , -� H H ; -t-I-- r1 -1-I- 1.. i� 1-4-, IZ I L� .1 1 t I 1ill 1 : L I I-' 1 I I I' , Total Occupants 1 1 1 .. JI 1 y �.� 1,. L, . L. 1 1 1 % 1 Ir p_ 1 60 SF I I.. _I_.1 I.....I..J . 1 .. _!...!.; I . _i._!_ 1 /_!..1 /I r • • • • • • • • F- X LV I Iii- I-1 } s MEN'S WOMEN'S • 108 109 0 2A IA] ELECTRICAL FIR'SMIR LIFE SAFETY PLAN I 1/16' = 1'-0" �\ ROCK WALL \ 60'X12'-6" • • • e ELECTRICAL PARTY A 105 104 PARTY B 103 too • PARTY 9/ 1Q2' / / , / • • • • r EXIT N • ,' • • EXISTING RAMP OCCUPANCY AND EGRESS DATA MEANS OF EGRESS WIDTH PER OCCUPANT SERVED (SPRINKLED) EGRESS: STAIRWAYS = 0.20" (CHAPTER 10 IBC) OTHER EGRESS = 0.15" FIRST FLOOR E RE S REQUIRED 895 OCCUPANTS x 0.15" = 134.25" REQUIRED DISTANCE OF TRAVEL: PROVIDED 6 DOORS @ 36" = 216" PROVIDED 250 FEET (SPRINKLERED) MAXIMUM DISTANCE OF TRAVEL TO AN EXIT 935 OCCUPANTS (468 MEN & 468 WOMEN) MINIMUM FIXTURE REQUREMENTS MALES: WATER CLOSETS -1 PER 75 - 7 REQUIRED - 8 PROVIDED (3 URINALS) LAVATORIES - 1 PER. 200 - 3 REQUIRED - 4 PROVIDED FEMALES: WATER CLOSETS - 1 PER 75 - 7 REQUIRED - 7 PROVIDED LAVATORIES -1 PER 150 - 4 REQUIRED - 6 PROVIDED 1 SERVICE SINK PROVIDED 2 DRINKING FOUNTAINS PROVIDED - HIGH LOW CONFIGURATION CIRCUS TRICKS (THE TENANT) LIMITS THE NUMBER OF PEOPLE ALLOWED IN THE BUILDING BASED ON AN ASTM 2970-13 DESIGN LOAD OF 1 JUMPER PER 60 SQ.FT. OF FLAT TRAMPOLINE. THIS IS REQUIREMENT OF THE TRAMPOLINE MANUFACTURER AND CONRTOLED AT THE COMPUTER CHECK IN. OCCUPANT LOAD BY SPACE Room # Room Name Area Occupancy Classification FAPO Total Occupants FIRST FLOOR 100 ENTRY CORRIDOR 2434 SF TRAMPOLINE 60 SF 41 101 WAITING 5619 SF Assembly - UnConcentrated 15 SF 375 102 PARTY C 212 SF Assembly - UnConcentrated 15 SF 15 103 PARTY B 208 SF Assembly - UnConcentrated 15 SF 14 104 PARTY A 210 SF Assembly - UnConcentrated 15 SF 14 105 ELECTRICAL 57 SF Accessory Storage/Mechanical 300 SF 1 106 OFFICE 359 SF Business Areas 100 SF 4 108 MEN'S 146 SF Accessory Storage/Mechanical 300 SF 1 109 WOMEN'S 140 SF Accessory Storage/Mechanical 300 SF 1 110 EXISTING KITCHEN 35 SF Business Areas 100 SF 1 111 EXISTING STORAGE 39 SF Accessory Storage/Mechanical 300 SF 1 112 BREAK 249 SF Business Areas 100 SF 3 113 MAIN ELECTRICAL 90 SF Accessory Storage/Mechanical 300 SF 1 133 MECHANICAL 41 SF Accessory Storage/Mechanical 300 SF 1 134 DATA 50 SF Accessory Storage/Mechanical 300 SF 1 135 UTILITY 42 SF Accessory Storage/Mechanical 300 SF 1 137 MEN 292 SF Accessory Storage/Mechanical 300 SF 1 138 WOMEN 243 SF Accessory Storage/Mechanical 300 SF 1 300 EURO 17X17 145 SF TRAMPOLINE 60 SF 3 301 EURO 10X17 98 SF TRAMPOLINE 60 SF 2 302 EURO 10X17 2 98 SF TRAMPOLINE 60 SF 2 303 EURO 10X17 3 55 SF TRAMPOLINE 60 SF 1 304 OPEN JUMP 4626 SF TRAMPOLINE 60 SF 78 305 LAUNCH 252 SF TRAMPOLINE 60 SF 5 306 DOGEBALL 1640 SF TRAMPOLINE 60 SF 28 307 BASKETBALL 216 SF TRAMPOLINE 60 SF 4 308 TUMBLE 40' 2 330 SF TRAMPOLINE 60 SF 6 309 TUMBLE 40' 330 SF TRAMPOLINE 60 SF 6 400 INDOOR PARKING 33669 SF Parking Garage 200 SF 169 MEZZANINE 201 PARTY 2B 298 SF Assembly - UnConcentrated 15 SF 20 202 PARTY 2C 349 SF Assembly - UnConcentrated 15 SF 24 203 KITCHEN 86 SF Business Areas 100 SF 1 204 WOMEN'S 126 SF Accessory Storage/Mechanical 300 SF 1 205 MEN'S 96 SF Accessory Storage/Mechanical 300 SF 1 206 PARTY 2A 344 SF Assembly - UnConcentrated 15 SF 23 207 MECH. 23 SF TRAMPOLINE 60 SF 1 208 VIEWING 2496 SF Assembly - UnConcentrated 15 SF 167 1018 KITCHEN 203 86 SF COPY IN CHANGES FROM PERMITED G102 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not less than 1 footcandle at the walking surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, 5. Exterior landings and areas used for exit discharge Accessory Storage/Mechanical Assembly - UnConcentrated Business Areas Parking Garages TRAMPOLINE Trampoline EMERGENCY ILLUMINATION FOR BUILDINGS AND DURATION OF ILLUMINATION (1008.3.2--1008.3.5) In the event of power supply failure in Rooms and spaces, an emergency electrical system shall automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, 5. Public restrooms with an area greater than 300 square feet. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on-site generator. Illumination level under emergency power, the lighting facilities shall be arranged to provide initial illumination that is not less than an average of 1 footcandle and a minimum at any point of 0.1 footcandle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 footcandle average and a minimum at any point of 0.06 footcandle at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. 206 PARTY 2C PARTY 2B 204 202 201 2 MEZZANINE LIFE SAFETY PLAN I 1/16" = 1'-0" 205 ADA DEFINITIONS RAMPS ANY SLOPE ALONG AN ACCESSIBLE ROUTE GREATER THAN 1:20 SHALL BE CONSIDERED A HANDICAPPED RAMP, AND PROVIDED WITH THE REQUIRED DEVICES INCLUDING BUT NOT LIMITED TO, RAILS AND CURBS. Exit Path Distance ALL HANDICAPPED RAMPS SHALL SLOPE A MAXIMUM OF 1:12 AND CROSS SLOPES SHALL BE A MAXIMUM OF 1:50 113'-3" ALL WATER CLOSET FLUSH VALVES SHALL BE LOCATED ON THE WIDE SIDE OF THE TOILET STALL AND UTILIZE 5 LBS. OF FORCE OR LESS TO OPERATE. 180'-0" PRIOR TO INSTALLATION NOTIFY ARCHITECT OF ANY CONLICTS BETWEEN THE REQUIRED MOUNTING HEIGHT AND OTHER EQUIPMENT OR MATERIAL. IF NOTIFICATION IS NOT MADE AND INSTALLATION PROCEEDS THE INSTALLER SHALL REMOVE, PATCH, AND REPLACE THE UNIT AT HIS COST AT A LOCATION DIRECTED BY THE ARCHITECT. 240'-3" ALL CURB RAMPS SHALL MEET ADA SPECIFICATIONS. LANDINGS COAT HOOKS IN THE TOILET STALLS SHALL BE MTD. TO THE WALLS OF THE STALLS (NOT THE DOOR) AT 48" A.F.F. IN ACCESSIBLE STALLS AND 60" IN STANDARD STALLS. (STANDARD STALLS MAT HAVE HOOKS ON DOORS) 144'-7" ALL PANIC HARDWARE SHALL BE MTD. NO HIGHER THAN 48" A.F.F. 204' - 2" ALL THRESHOLDS, FLOOR LEVEL CHANGES ADN FLOOR TRANSITIONS SHALL NOT EXCEED 1/2" IN HEIGHT AND SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 197'-1" ALL LIGHT SWITCHES, VOLUME CONTROLS, AND THERMOSTATS IN PUBLIC AREAS SHALL BE MTD. NO HIGHER THAN 48" A.F.F. HANDRAILS ALL INTERIOR DOORS SHALL REQUIRE A FORCE NO GREATER THAN 5 LBS PER SQ. FT. TO OPEN. 61'-6" ALL EXPOSED UNDERCOUNTER PIPING SHALL BE ENCLOSED IN PROTECTIVE COVERS TO PREVINT INJURY TO INDIVIDUALS REQUIRING THE USE OF ANY TYPE OF ACCESSIBILITY AID. SIGNS MARDING THE DISABLED PARKING SPACES SHALL BE INSTALLED SO TAHT THE BOTTOM OF THE SIGN IS 6'-8" MINIMUM IN HEIGHT. ONE OR MORE SHALL IDENTIFY THE VAN ACCESSIBLE SPACE. IF WHEEL STOPS ARE USED ON THE SITE THEY SHALL BE PINNED W/ #3F REBAR MIN. 12" LONG SO THEY DO NOT MOVE AROUND. ADA COMPLIANCE NOTES RAMPS SECTION 4.8.1 - 4.8.3 Exit Path Distance ANY PART OF AN ACCESSIBLE ROUTE WITH A SLOPE GREATER THAN 1:20 SHALL BE CONSIDERED A RAMP AND SHALL COMPLY WITH 4.8" 113'-3" THE LEAST POSSIBLE SLOPE SHALL BE USED FOR ANY RAMP. 180'-0" THE MINIMUM CLEAR WIDTH OF A RAMP SHALL BE 36" 240'-3" SEE MAXIMUM RISE/RUN CHART FOR ACCEPTABLE SLOPES. LANDINGS SECTION 4.8.4 144'-7" LEVEL LANDINGS WILL BE PROVIDED AT TOP AND BOTTOM OF EACH RAMP. LANDING LENGTH SHALL BE MIN. 60" AN BE AS WIDE AS RAMP AT A MINIMUM OF 36". 204' - 2" IF RAMP CHANGES DIRECTION LANDING WILL BE MIN 60" X 60". 197'-1" IF DORWAY IS LOCATED AT A LANDING, THEN THE AREA IN FRONT OR THE DOORWAY SHALL COMPLY WITH 4.13.6 HANDRAILS SECTION 4.8.5 AND 4.26 61'-6" IF A RAMP HAS A RISE GREATER THAN 6" OR A HORIZONTAL PROJECTION GREATER THAN 72", THEN IT SHALL HAVE HANDRAILS ON BOTH SIDES EXTERIOR HANDRAIL WILL BE CONSTRUCTED OF WELDED STEEL PIPE WITH AN OUTSIDE DIAMETER OF 1 1/4" -1 1/2", AND TOP AT 34" -38" A.F.F. GRIND SMOOTH AND PAINT OPTIONAL HANDRAIL MAY BE USED. VERIFY WITH ARCHITECT FOR STYLE AND INSTALL PER MANUFACTURERS RECOMENDATION AND IN COMPLIANCE WITH ADA OR LOCAL ACCESSIBILITY REQUIREMENTS. SIGNAGE PROVIDE AND INSTALL SIGNAGE AS REQUIRED PER ADA SECTION 703 SIGN SHALL BE MOUNTED ON THE WALL ADJACENT TO LATCH SIDE OF DOOR. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL BE 60" A.F.F. TO THE CENTERLINE OF SIGN. MOUNTING LOCATION FOR SIGN SHALL BE SO THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. EGRESS DISTANCES EGRESS DISTANCE IS 250' MAX IN THIS SPRINKLED BUILDING Exit Path Exit Path Distance 2A 113'-3" 2B 180'-0" A 240'-3" B 236' - 2" C 144'-7" D 204' - 2" E 197'-1" F 182'-4" G 61'-6" FIRE EXTINGUISHER FIRE EXTINGUISHER LAYOUT IS DIAGRAMATIC ONLY AND ADDITIONAL EQUIPMENT MAY BE REQUIRED. DO NOT INSTALL UNTIL FINAL LAYOUT IS APPROVED BY FIRE MARSHAL IN THE FIELD. DO NOT INSTALL EXTINGUISHERS ON ANY PLATFORM EDGE. Mark NUMBER Description Level *** GC TO VERIFY HOW MANY EXISTING FIRE EXTINGUISHERS CAN BE REUSED BABY CHANGING STATION ADA URINAL 39"-41" 13 1/2" / MIN. / HAND DRYER SOAP DISP CLEAR FLOOR SPACE AT TOILET, OTHER FIXTURES NOT ALLOWED WITHIN THIS L _AREA— . SANITARY NAPKIN DISPOSAL <1 C> VERTICAL GRAB BAR <2> TOILET PAPER DISPENSER (LARGE CAPACIT/Y) 36" MIN. <1B> GRAB BAF . 12" GRAB BARS SHALL HAVE A 1-1/4"-1-1/2' O.D. AND MAINTAIN A 1-1/2" CLEAR DISTANCE FROM THE WALL OR PARTITION. OOtLJ 1 MIN. g co 41) C 2 I z 2 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 2017 City of Tukwila BUILDING DIVISION SPOUT LOCATION PLAN WATER SHUT OFF VALVE \ ELEC. T F- 16"-18" j/ OUTLET / 1'-0" ADA SIGNAGE ADA SIGNAGE 15' i 15" If' 'I CL tr) 30" I L CLEAR SPACE _l CLEAR SPACE ELEVATION WATER COOLER VANITY DIMENSIONS ARE SHOWN FOR CLEARANCES & HTS. ONLY. REF. DRAWINGS FOR DETAILS AND PLUMBING FOR ACTUAL SINK MODEL STUD WALL TYP COUNTER LAVATORY AND FAUCET CONT. CLEAR SEALANT AT TOP 4"h BACKSPLASH jBOTTOM EDGE OF 2x4 LEDGER CONT. 0 MIRROR 40" MAX. A.F.F. SEALANT AT TWO SIDES CUT OUT AROUND BOWL AS NEEDED 2'-6" RUBBER BASE 1 HANDICAP WATER CLOSET DETAILS I 1/2" = 1'-0" FINISH FACED 3/4" PLYWOOD W/ LOCKABLE HINGED FACE FOR ACCESS. FULL END PANEL SUPPORT AT WALL. ANCHOR TO WALL W/ CLIP ANGLES AND TO FACE PANEL 9" PROVIDE APPROPRIATE INSULATION FOR ANY PLUMBING TO REMAIN EXPOSED MIRROR FINISH OVER 1 LAYER OF 3/4" PLYWOOD RECEIVED CITY OF TUKWILA JUL 10 2017 PERMIT CENTER a5 REGISTERED ARCHITECT JON NIELSEN OF WASHINGTON 6110 in 4/14/17 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT, REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED BY ERIC NIELSEN ARCHITECT h H iu co cg co Q ri d co 11,1 4 i3 °c ax to 2 ct PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS # I DATE I DESCRIPTION 3 3/6/17 ADDENDUM 2 6 4/14/17 ADDENDUM 5 WATUK 30" X 42" SHEET SHEET CONTENTS: ACCESSIBILITY G102 DIVISION ONE SPECIFICATIONS SUBMITTALS: PROVIDE SUBMITTALS OF EACH PRODUCT AND SYSTEM REQUIRED ON THE PROJECT TO THE OWNER FOR REVIEW AND COMMENT. • PRODUCT CERTIFICATES: PREPARE WRITTEN STATEMENTS ON MANUFACTURER'S LETTERHEAD CERTIFYING THAT PRODUCT COMPLIES WITH REQUIREMENTS. MATERIAL CERTIFICATES: PREPARE WRITTEN STATEMENTS ON MANUFACTURER'S LETTERHEAD CERTIFYING THAT MATERIAL COMPLIES WITH REQUIREMENTS. RESEARCH/EVALUATION REPORTS: PREPARE WRITTEN EVIDENCE, FROM A MODEL CODE ORGANIZATION ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, THAT PRODUCT COMPLIES WITH BUILDING CODE IN EFFECT FOR PROJECT. MAINTENANCE DATA: PREPARE WRITTEN AND GRAPHIC INSTRUCTIONS AND PROCEDURES FOR OPERATION AND NORMAL MAINTENANCE OF PRODUCTS AND EQUIPMENT. DESIGN DATA: PREPARE WRITTEN AND GRAPHIC INFORMATION, INCLUDING, BUT NOT LIMITED TO, PERFORMANCE AND DESIGN CRITERIA, LIST OF APPLICABLE CODES AND REGULATIONS, AND CALCULATIONS. INCLUDE LIST OF ASSUMPTIONS AND OTHER PERFORMANCE AND DESIGN CRITERIA AND A SUMMARY OF LOADS. INCLUDE LOAD DIAGRAMS IF APPLICABLE. PROVIDE NAME AND VERSION OF SOFTWARE, IF ANY,USED FOR CALCULATIONS. INCLUDE PAGE NUMBERS. MANUFACTURER'S INSTRUCTIONS: PREPARE WRITTEN OR PUBLISHED INFORMATION THAT DOCUMENTS MANUFACTURER'S RECOMMENDATIONS, GUIDELINES, AND PROCEDURES FOR INSTALLING OR OPERATING A PRODUCT OR EQUIPMENT. INCLUDE NAME OF PRODUCT AND NAME, ADDRESS, AND TELEPHONE NUMBER OF MANUFACTURER. • PRODUCT DATA: COLLECT INFORMATION INTO A SINGLE SUBMITTAL FOR EACH ELEMENT OF CONSTRUCTION AND TYPE OF PRODUCT OR EQUIPMENT. • CLEARLY MARK EACH COPY OF EACH SUBMITTAL TO SHOW WHICH PRODUCTS AND OPTIONS ARE APPLICABLE. • SHOP DRAWINGS: PREPARE PROJECT -SPECIFIC INFORMATION, DRAWN ACCURATELY TO SCALE. DO NOT BASE SHOP DRAWINGS ON REPRODUCTIONS OF THE CONTRACT DOCUMENTS OR STANDARD PRINTED DATA. INCLUDE THE FOLLOWING INFORMATION, AS APPLICABLE: SUBMIT SAMPLES FOR REVIEW OF KIND, COLOR, PATTERN, AND TEXTURE FOR A FINAL CHECK OF THESE CHARACTERISTICS WITH OTHER ELEMENTS AND FOR A COMPARISON OF THESE CHARACTERISTICS BETWEEN FINAL SUBMITTAL AND ACTUAL COMPONENT AS DELIVERED AND INSTALLED. DISPOSITION: MAINTAIN SETS OF APPROVED SAMPLES AT PROJECT SITE, AVAILABLE FOR QUALITY -CONTROL COMPARISONS THROUGHOUT THE COURSE OF CONSTRUCTION ACTIVITY. SAMPLE SETS MAY BE USED TO DETERMINE FINAL ACCEPTANCE OF CONSTRUCTION ASSOCIATED WITH EACH SET. PROVIDE SUBMITTALS ONLY FOR: METAL SHOP DWGS MILLWORK LIGHTING HVAC PLUMBING PROTECTION OF PERSONS AND PREMISES: DO NOT LOAD ANY PART OF THE WORK WITH WEIGHT THAT WILL DAMAGE OR ENDANGER THE SAFETY OF THE STRUCTURE OR ANY PART THEREOF. WARRANTY: PRIOR TO ISSUE OF CERTIFICATE OF FINAL COMPLETION, THE CONTRACTOR SHALL EXECUTE AND DELIVER TO THE ARCHITECT A WRITTEN WARRANTY FOR THE WORK. SHOULD ANY DEFECT DEVELOP OR BECOME APPARENT DURING THE WARRANTY PERIOD DUE TO IMPROPER MATERIALS OR WORKMANSHIP, THE DEFECTS SHALL, UPON WRITTEN NOTICE, BE MADE GOOD BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER, AND ANY OTHER WORK AFFECTED IN CORRECTING SUCH DEFECTS SHALL ALSO BE MADE GOOD. THE WARRANTY PERIOD SHALL BE AS AGREED UPON BETWEEN THE OWNER AND THE CONTRACTOR BUT SHALL NOT BE LESS THAN ONE YEAR. • THIS WARRANTY DOES NOT PRECLUDE SPECIAL OR ADDITIONAL WARRANTY REQUIREMENTS FOR INDIVIDUAL COMPONENTS OR SYSTEMS SPECIFIED ELSEWHERE. • THIS WARRANTY SHALL BE IN ADDITION TO, AND NOT A LIMITATION OF, OTHER RIGHTS THE OWNER MAY HAVE AGAINST THE CONTRACTOR UNDER THE CONTRACT DOCUMENTS. WORK RESTRICTIONS: PROTECT BUILDING AND ITS OCCUPANTS DURING CONSTRUCTION PERIOD. LIMIT USE OF SITE TO AREAS DESIGNATED. PERFORM THE WORK DURING NORMAL BUSINESS HOURS ONLY UPON APPROVAL OF THE OWNER AND WITH THE CONSENT OF BUILDING MANAGEMENT. PERFORM DEMOLITION WORK AFTER BUSINESS HOURS OR AT SUCH TIMES AS APPROVED BY OWNER OR BUILDING MANAGER. DEMOLITION WORK INCLUDES, BUT IS NOT LIMITED TO, SPRINKLER WORK, CONCRETE SAW CUTTING, SPRAY PAINTING, HAMMERING, NAILING, AND SIMILAR WORK, WHICH MAY CAUSE NOISE, DUST, OR ODORS, THEREBY DISTURBING OCCUPANTS. KEEP PREMISES ORDERLY AND CLEAN. RELOCATE ANY STORED PRODUCTS THAT INTERFERE WITH OPERATIONS OF THE OWNER OR BUILDING MANAGER. TEMPORARY FACILITIES AND CONTROLS: THE USE OF THE OWNER'S EXISTING TOILET FACILITIES ARE PERMITTED AS LONG AS FACILITIES ARE CLEANED AND MAINTAINED IN A CONDITION ACCEPTABLE TO OWNER. AS AVAILABLE PROTECT FINISHES IN DELIVERY PATHS, INCLUDING LOBBY FLOORING MATERIALS, DOOR THRESHOLDS, HEADS AND JAMBS. PROVIDE AND MAINTAIN HEAVY DUTY REINFORCED PAPER TO PROTECT CARPET IN AREAS AFFECTED BY CONSTRUCTION, INCLUSIVE OF THE PATHWAY OUT OF THE BUILDING. CONTRACTOR IS RESPONSIBLE FOR PROTECTING DRAPERIES, SHADES AND OTHER WINDOW COVERINGS. IF WINDOW COVERINGS ARE HINDERING THE WORK, CONTRACTOR SHALL REMOVE AND STORE COVERINGS IN A DRY, CLEAN, SECURE LOCATION. WINDOW COVERINGS DISPLAYING DAMAGE OR SOIL DUE TO CONSTRUCTION ACTIVITIES WILL BE CLEANED AND REINSTALLED AT THE CONTRACTOR'S EXPENSE. RESTRICT USE OF NOISEMAKING TOOLS AND EQUIPMENT TO HOURS THAT WILL MINIMIZE COMPLAINTS FROM PERSONS OR FIRMS NEAR PROJECT SITE. COORDINATE OFF HOUR WORK WITH OWNER. FOR ANY WORK TO BE PERFORMED OTHER THAN REGULAR BUSINESS HOURS, COORDINATE WITH OWNER FOR SCHEDULING IN ADVANCE FOR ISSUANCE OF WRITTEN APPROVAL. ANY CONTRACTOR OR SUBCONTRACTOR WITHOUT SUCH APPROVAL WILL BE ASKED TO LEAVE THE PREMISES, WITH NO COMPENSATION FOR LOST TIME. ERECT AND MAINTAIN DUSTPROOF PARTITIONS AND TEMPORARY ENCLOSURES TO LIMIT DUST AND DIRT MIGRATION AND TO SEPARATE AREAS FROM FUMES AND NOISE. KEEP DOORS TO THE SPACE BEING WORKED ON CLOSED AT ALL TIMES. WHEN PAINTING OR STAINING, PROVIDE ADEQUATE VENTILATION USING FANS AND WINDOWS TO KEEP FUMES AND ODORS OUT OF TENANT SPACES. PROVIDE TYPE ABC DRY -CHEMICAL FIRE EXTINGUISHERS AND LOCATE WHERE CONVENIENT. PROVIDE NOT LESS THAN ONE EXTINGUISHER ON EACH FLOOR AND ONE IN FIELD OFFICE. REMOVE EACH TEMPORARY FACILITY WHEN NEED FOR ITS SERVICE HAS ENDED. REPAIR DAMAGED WORK, CLEAN EXPOSED SURFACES AND REPLACE CONSTRUCTION THAT CANNOT BE SATISFACTORILY REPAIRED THE CONTRACTOR AND SUBCONTRACTORS AND THEIR EMPLOYEES SHALL BE SUBJECT TO AND SHALL AT ALL TIMES CONFORM TO THE OWNER'S RULES AND REGULATIONS FOR THE PROTECTION OF THE FACILITY, MATERIALS, EQUIPMENT AND OWNER'S EMPLOYEES. IF REQUIRED BY THE OWNER, THE CONTRACTOR SHALL FURNISH TO EMPLOYEES OF THE CONTRACTOR AND SUBCONTRACTORS SPECIAL BADGES OR CARDS WHICH WILL IDENTIFY THEM AS EMPLOYEES AND ADMIT THEM TO SUCH PORTIONS OF THE PREMISES AS MAY BE DESIGNATED BY THE OWNER. SMOKING ON THE PREMISES WILL NOT BE PERMITTED. BUILDING ENTRY DOORS SHALL NOT BE PROPPED OPEN. CUTTING AND PATCHING: DO NOT CUT AND PATCH STRUCTURAL ELEMENTS. DO NOT CUT AND PATCH OPERATING ELEMENTS AND RELATED COMPONENTS IN A MANNER THAT RESULTS IN REDUCING THEIR CAPACITY TO PERFORM AS INTENDED. DO NOT CUT AND PATCH CONSTRUCTION IN A MANNER THAT RESULTS IN VISUAL EVIDENCE OF CUTTING AND PATCHING. • RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO RETAINED ADJOINING CONSTRUCTION IN A MANNER THAT WILL ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. SELECTIVE DEMOLITION: PROVIDE FOR THE DEMOLITION AND REMOVAL OF EXISTING INTERIOR ELEMENTS. • ALL DEMOLITION WORK SHALL BE IN ACCORDANCE WITH EPA AND LOCAL GOVERNMENTAL AUTHORITIES. • STOP WORK AND NOTIFY OWNER WHEN HAZARDOUS MATERIALS ARE ENCOUNTERED. OWNER WILL ARRANGE FOR HAZARDOUS MATERIAL ABATEMENT IF REQUIRED.. • EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED, SALVAGED, OR OTHERWISE INDICATED TO REMAIN THE OWNER'S PROPERTY, DEMOLISHED MATERIALS SHALL BECOME THE CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM THE SITE AND LEGALLY DISPOSED. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. DRAIN, PURGE, OR OTHERWISE REMOVE, COLLECT, AND DISPOSE OF CHEMICALS, GASES, EXPLOSIVES, ACIDS, FLAMMABLES, OR OTHER DANGEROUS MATERIALS BEFORE PROCEEDING WITH DEMOLITION OPERATIONS. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. REMOVAL OF ABANDONED HVAC DUCTWORK, MECHANICAL PIPING, PLUMBING LINES OR ELECTRICAL CONDUIT AND WIRING SHALL INCLUDE REMOVAL OF ABANDONED ITEMS BACK TO THE NEAREST ACTIVE JUNCTION, BRANCH OR CONNECTION, WHETHER THIS OCCURS WITHIN THE PROJECT SPACE OR NOT. COORDINATE THIS EFFORT WITH THE BUILDING REPRESENTATIVE AND WITH LOCAL GOVERNING REGULATIONS. CAP AT SUCH JUNCTION. PROMPTLY REPAIR DAMAGES TO ADJACENT FACILITIES CAUSED BY DEMOLITION OPERATIONS. QUALITY REQUIREMENTS — TESTING: BY GENERAL CONTRACTOR PRIOR TO COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL MEET WITH THE OWNER AND ARCHITECT TO REVIEW QUALITY CONTROL MEASURES FOR THE PROJECT AND ASSIGN RESPONSIBILITIES FOR TESTING AND INSPECTION SERVICES. • WHERE CONSTRUCTION DOCUMENTS INDICATE SPECIFIC CONTRACTOR PROVIDED TESTING OR INSPECTION REQUIREMENTS, THE COST FOR THESE SHALL BE A COMPONENT OF THE BASE BID. • ADDITIONAL SERVICES MAY BE DEEMED NECESSARY FOR TESTING OR INSPECTION SERVICES NOT PREVIOUSLY LISTED ON THE CONSTRUCTION DOCUMENTS. • COSTS FOR RETESTING AND REINSPECTING CONSTRUCTION THAT REPLACES OR IS NECESSITATED BY WORK THAT FAILED TO COMPLY WITH THE CONTRACT DOCUMENTS WILL BE CHARGED TO CONTRACTOR. • TESTS AND INSPECTIONS NOT EXPLICITLY ASSIGNED TO OWNER ARE CONTRACTOR'S RESPONSIBILITY. • UNLESS OTHERWISE INDICATED, PROVIDE QUALITY -CONTROL SERVICES SPECIFIED AND THOSE REQUIRED BY AUTHORITIES HAVING JURISDICTION. • PERFORM QUALITY -CONTROL SERVICES REQUIRED OF CONTRACTOR BY AUTHORITIES HAVING JURISDICTION, WHETHER SPECIFIED OR NOT. TESTING OR INSPECTION SERVICES DO NOT RELIEVE CONTRACTOR OF RESPONSIBILITY FOR COMPLIANCE WITH THE CONTRACT DOCUMENT REQUIREMENTS. ON COMPLETION OF TESTING, INSPECTING, SAMPLE TAKING, AND SIMILAR SERVICES, REPAIR DAMAGED CONSTRUCTION AND RESTORE SUBSTRATES AND FINISHES. • PROTECT CONSTRUCTION EXPOSED BY OR FOR QUALITY -CONTROL SERVICE ACTIVITIES. • REPAIR AND PROTECTION ARE CONTRACTOR'S RESPONSIBILITY, REGARDLESS OF THE ASSIGNMENT OF RESPONSIBILITY FOR QUALITY -CONTROL SERVICES. QUALITY REQUIREMENTS — QA PROGRAM: THE CONTRACTOR SHALL HAVE A QUALITY ASSURANCE PROGRAM WHOSE ACTIVITIES, ACTIONS, AND PROCEDURES PERFORMED BEFORE AND DURING EXECUTION OF THE WORK SHALL GUARD AGAINST DEFECTS AND DEFICIENCIES AND SUBSTANTIATE THAT PROPOSED CONSTRUCTION WILL COMPLY WITH PROJECT REQUIREMENTS, OWNER REQUESTS OR AUTHORITIES HAVING JURISDICTION. PRODUCT REQUIREMENTS: PROVIDE PRODUCTS THAT COMPLY WITH THE CONTRACT DOCUMENTS, THAT ARE UNDAMAGED, AND UNLESS OTHERWISE INDICATED, THAT ARE NEW AT TIME OF INSTALLATION. • PROVIDE PRODUCTS COMPLETE WITH ACCESSORIES, TRIM, FINISH, FASTENERS, AND OTHER ITEMS NEEDED FOR A COMPLETE INSTALLATION AND INDICATED USE AND EFFECT. • STANDARD PRODUCTS: UNLESS CUSTOM PRODUCTS OR NON-STANDARD OPTIONS ARE SPECIFIED, PROVIDE PRODUCTS OF BOTH QUALITY AND TYPE THAT HAVE BEEN USED SUCCESSFULLY IN SIMILAR SITUATIONS ON EQUAL QUALITY PROJECTS. • OWNER RESERVES THE RIGHT TO LIMIT SELECTION TO PRODUCTS WITH WARRANTIES NOT IN CONFLICT WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS. • WHERE PRODUCTS ARE ACCOMPANIED BY THE TERM "AS SELECTED," ARCHITECT WILL MAKE SELECTION. • WHERE PRODUCTS ARE ACCOMPANIED BY THE TERM "MATCH SAMPLE," SAMPLE TO BE MATCHED IS ARCHITECT'S. • DESCRIPTIVE, PERFORMANCE, AND REFERENCE STANDARD REQUIREMENTS IN THE SPECIFICATIONS ESTABLISH "SALIENT CHARACTERISTICS" OF PRODUCTS. SUBSTITUTIONS: SUBSTITUTIONS WILL ONLY BE CONSIDERED UNDER ONE OF THE FOLLOWING CONDITIONS: • THAT THE SPECIFIED PRODUCT IS NOT AVAILABLE DUE TO LOCKOUT, STRIKE, BANKRUPTCY, PRODUCT DISCONTINUANCE, ACTS OF GOD, AND THAT THE PROPOSED PRODUCT WILL MATCH OR EXCEED THE QUALITY OF THE SPECIFIED PRODUCT WHILE EITHER PROVIDING THE OWNER WITH A COST SAVINGS OR EXPEDITING THE WORK. • WHEN A WARRANTY OF PERFORMANCE IS SPECIFIED AND, IN THE JUDGMENT OF THE CONTRACTOR, THE SPECIFIED PRODUCT WILL NOT PROVIDE THE DESIRED PERFORMANCE. EXECUTION: FIELD MEASUREMENTS: TAKE FIELD MEASUREMENTS AS REQUIRED TO FIT THE WORK PROPERLY. RECHECK MEASUREMENTS BEFORE INSTALLING EACH PRODUCT. WHERE PORTIONS OF THE WORK ARE INDICATED TO FIT TO OTHER CONSTRUCTION, VERIFY DIMENSIONS OF OTHER CONSTRUCTION BY FIELD MEASUREMENTS BEFORE FABRICATION. SPACE REQUIREMENTS: VERIFY SPACE REQUIREMENTS AND DIMENSIONS OF ITEMS SHOWN DIAGRAMMATICALLY ON DRAWINGS. CONSTRUCTION LAYOUT: DURING THE PROGRESS OF THE WORK ESTABLISH BENCH MARKS, REFERENCE LINES AND REFERENCE POINTS AND LEVELS AT EACH FLOOR AND AS OTHERWISE NECESSARY FOR THE GUIDANCE AND INFORMATION OF EACH TRADE AND FOR THE FIELD VERIFICATION OF SPECIFIED CONSTRUCTION TOLERANCES. CALCULATE AND MEASURE REQUIRED DIMENSIONS WITHIN INDICATED OR RECOGNIZED TOLERANCES. • LOCATE THE WORK AND COMPONENTS OF THE WORK ACCURATELY, IN CORRECT ALIGNMENT AND ELEVATION, AS INDICATED. • MAKE VERTICAL WORK PLUMB AND MAKE HORIZONTAL WORK LEVEL. • CONCEAL PIPES, DUCTS, AND WIRING IN FINISHED AREAS, UNLESS OTHERWISE INDICATED. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLING PRODUCTS IN APPLICATIONS INDICATED. ANCHORS AND FASTENERS: PROVIDE ANCHORS AND FASTENERS AS REQUIRED TO ANCHOR EACH COMPONENT SECURELY IN PLACE, ACCURATELY LOCATED AND ALIGNED WITH OTHER PORTIONS OF THE WORK. • WHERE MOUNTING HEIGHTS ARE NOT INDICATED, MOUNT COMPONENTS AT HEIGHTS DIRECTED BY ARCHITECT. START AND TEST EQUIPMENT AND OPERATING COMPONENTS TO CONFIRM PROPER OPERATION. REMOVE MALFUNCTIONING UNITS, REPLACE WITH NEW UNITS, AND RETEST. ADJUST OPERATING COMPONENTS FOR PROPER OPERATION WITHOUT BINDING. ADJUST EQUIPMENT FOR PROPER OPERATION. TEST EACH PIECE OF EQUIPMENT TO VERIFY PROPER OPERATION. TEST AND ADJUST CONTROLS AND SAFETIES. REPLACE DAMAGED AND MALFUNCTIONING CONTROLS AND EQUIPMENT. PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS THAT ENSURE INSTALLED WORK IS WITHOUT DAMAGE OR DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION. • COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR TEMPERATURE AND RELATIVE HUMIDITY. REPAIR OR REMOVE AND REPLACE DEFECTIVE CONSTRUCTION. RESTORE DAMAGED SUBSTRATES AND FINISHES. REMOVE AND REPLACE DAMAGED SURFACES THAT ARE EXPOSED TO VIEW IF SURFACES CANNOT BE REPAIRED WITHOUT VISIBLE EVIDENCE OF REPAIR. REPAIR COMPONENTS THAT DO NOT OPERATE PROPERLY. REMOVE AND REPLACE OPERATING COMPONENTS THAT CANNOT BE REPAIRED. CLOSEOUT PROCEDURES — CLEANING: PROVIDE FINAL CLEANING. CONDUCT CLEANING AND WASTE -REMOVAL OPERATIONS TO COMPLY WITH LOCAL LAWS AND ORDINANCES AND FEDERAL AND LOCAL ENVIRONMENTAL AND ANTIPOLLUTION REGULATIONS. CLEAN EACH SURFACE OR UNIT TO CONDITION EXPECTED IN AN AVERAGE COMMERCIAL BUILDING CLEANING AND MAINTENANCE PROGRAM. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. CLEAN AND RE -LAMP ALL NEW LIGHT FIXTURES, LAMPS, GLOBES, AND REFLECTORS WHEN THESE FIXTURES WERE USED AS A LIGHT SOURCE DURING THE CONSTRUCTION. FOR EXISTING LIGHT FIXTURES, REPLACE BURNED -OUT BULBS, AND THOSE NOTICEABLY DIMMED BY HOURS OF USE. LEAVE PROJECT CLEAN AND READY FOR OCCUPANCY. CLOSEOUT PROCEDURES — RECORD DOCUMENTS: CONTRACTOR SHALL MAINTAIN AT JOBSITE ONE RECORD COPY OF THE DRAWINGS, SPECIFICATIONS, CHANGE ORDERS AND ADDENDA OR OTHER MODIFICATIONS TO THE PROJECT. CONTRACTOR SHALL MARK-UP AND KEEP CURRENT TO RECORD CHANGES MADE DURING CONSTRUCTION. • SUBMIT TO ARCHITECT ALL RECORD DOCUMENTS AT THE END OF CONSTRUCTION. • SUBMIT TO ARCHITECT ONE COPY OF ALL "APPROVED" SHOP DRAWINGS, PRODUCT DATA SHEETS AND SAMPLES. CLOSEOUT PROCEDURES — TRAINING: ENGAGE A QUALIFIED FACILITATOR TO PREPARE INSTRUCTION PROGRAM AND TRAINING MODULES, TO COORDINATE INSTRUCTORS, AND TO COORDINATE BETWEEN CONTRACTOR AND OWNER FOR NUMBER OF PARTICIPANTS, INSTRUCTION TIMES, AND LOCATION. ENGAGE QUALIFIED INSTRUCTORS TO INSTRUCT OWNER'S PERSONNEL TO ADJUST, OPERATE, AND MAINTAIN SYSTEMS, SUBSYSTEMS, AND EQUIPMENT NOT PART OF A SYSTEM. CLOSEOUT PROCEDURES — OPERATION AND MAINTENANCE MANUALS: ASSEMBLE A COMPLETE SET OF OPERATION AND MAINTENANCE DATA INDICATING THE OPERATION AND MAINTENANCE OF EACH SYSTEM, SUBSYSTEM, AND PIECE OF EQUIPMENT NOT PART OF A SYSTEM. ORGANIZE OPERATION AND MAINTENANCE MANUALS INTO SUITABLE SETS OF MANAGEABLE SIZE. BIND AND INDEX DATA IN HEAVY-DUTY, 3 -RING, VINYL -COVERED, LOOSE-LEAF BINDERS, IN THICKNESS NECESSARY TO ACCOMMODATE CONTENTS, WITH POCKET INSIDE THE COVERS TO RECEIVE FOLDED OVERSIZED SHEETS. IDENTIFY EACH BINDER ON FRONT AND SPINE WITH THE PRINTED TITLE "OPERATION AND MAINTENANCE MANUAL," PROJECT NAME, AND SUBJECT MATTER OF CONTENTS. ARCHITECTURAL SPECIFICATIONS 035416 - CEMENT -BASED UNDERLAYMENT: CEMENT BINDER: ASTM C 150, PORTLAND CEMENT, OR HYDRAULIC OR BLENDED HYDRAULIC CEMENT AS DEFINED BY ASTM C 219. COMPRESSIVE STRENGTH: NOT LESS THAN 5500 PSI AT 28 DAYS WHEN TESTED ACCORDING TO ASTM C 109/C 109M. SELF -LEVELING PRODUCTS: • ARDEX, INC.; K-15 SELF -LEVELING UNDERLAYMENT CONCRETE. • MAPEI CORPORATION; ULTRA/PLAN MB. TROWELABLE PRODUCTS: • ARDEX, INC.; SD -F FEATHER FINISH. • L&M CONSTRUCTION CHEMICALS, INC.; DURATHIN. ACCESSORY MATERIALS: PROVIDE PRIMERS, AGGREGATES, ADDITIVES AND REINFORCEMENTS RECOMMENDED BY MANUFACTURER FOR SUBSTRATE, THICKNESS, AND CONDITIONS INDICATED. INSTALLATION: • PROVIDE CLEAN, DRY, NEUTRAL -PH SUBSTRATE FOR UNDERLAYMENT APPLICATION. • VERIFY COMPATIBILITY OF UNDERLAYMENT, SURFACE SEALERS; FINISH FLOORING PRODUCTS, AND ADHESIVES. • TREAT SUBSTRATE CRACKS TO PREVENT TELEGRAPHING. • MECHANICALLY PREPARE SLAB AREAS TO RECEIVE UNDERLAYMENT. SURFACE OF SLAB TO MEET ICRI CSP -3 SURFACE PROFILE BEFORE INSTALLATION OF UNDERLAYMENT. • APPLY IN REQUIRED THICKNESSES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. • FEATHER EDGES TO MATCH ADJACENT FLOOR ELEVATIONS. SLOPE OF FEATHERING SHALL NOT EXCEED 1:100. 05400 - COLD FORMED METAL FRAMING: • STANDARDS: AISI, SPECIFICATION FOR DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS. • FABRICATION TOLERANCES 1/8" IN 10' • ERECTION TOLERANCES: 1/16" • MANUFACTURERS - COLD FORMED METAL FRAMING (OR APPROVED EQUAL) 1. UNITED STATES GYPSUM CO. 2. DIETRICH INDUSTRIES, INC. 3. SUPERIOR STEEL STUDS, INC. • COLD FORMED METAL FRAMING MATERIALS: 1. STUD TYPE: LOAD BEARING PUNCHED CHANNEL STUDS. 2. STUD TYPE: C SHAPED LOAD BEARING STEEL STUDS 3. UNIT 16 GAGE AND HEAVIER: ASTM A 653, YIELD POINT 50,000 PSI 4. UNITS 18 GAGE AND LIGHTER: ASTM A 653, YIELD POINT 33,000 PSI 5. FINISH: GALVANIZED, ASTM A 653, G60 06100 - GENERAL CARPENTRY LUMBER STANDARDS: COMPLY WITH DOC PS 20, "AMERICAN SOFTWOOD LUMBER STANDARD," AND WITH APPLICABLE GRADING RULES OF INSPECTION AGENCIES CERTIFIED BY AMERICAN LUMBER STANDARDS COMMITTEE'S (ALSC) BOARD OF REVIEW. GRADE STAMPS: PROVIDE LUMBER WITH GRADE STAMP OF INSPECTION AGENCY. PROVIDE DRESSED LUMBER, S4S, 19 PERCENT MOISTURE CONTENT. FIRE -RETARDANT -TREATED WOOD: COMPLY WITH APPLICABLE REQUIREMENTS OF AWPA C20 (LUMBER) AND AWPA C27 (PLYWOOD). IDENTIFY FIRE -RETARDANT -TREATED WOOD WITH APPROPRIATE CLASSIFICATION MARKING OF TESTING AND INSPECTING AGENCY. PROVIDE TREATMENT "TYPE A" FOR INTERIOR PROTECTED WOOD. • ALL CONCEALED WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED PROVIDE DIMENSION LUMBER OF GRADES INDICATED ACCORDING TO THE ALSC NATIONAL GRADING RULE (NGR) PROVISIONS OF THE INSPECTION AGENCY INDICATED; MINIMUM GRADE 2 OR BETTER. MISCELLANEOUS EXPOSED PLYWOOD: A -D INTERIOR. PLYWOOD BACKING PANELS: FOR MOUNTING ELECTRICAL OR TELEPHONE EQUIPMENT, PROVIDE FIRE -RETARDANT -TREATED PLYWOOD PANELS WITH GRADE, C -D PLUGGED EXPOSURE 1, NOT LESS THAN 15/32 INCH THICK. FASTENERS: NAILS, WIRE, BRADS, AND STAPLES: FS FF -N-105; POWER -DRIVEN FASTENERS: CABO NER-272; WOOD SCREWS: ASME B18.6.1.; LAG BOLTS: ASME B18.2.1.; BOLTS: STEEL BOLTS COMPLYING WITH ASTM A 307, GRADE A; WITH ASTM A 563 HEX NUTS AND, WHERE APPLICABLE, FLAT WASHERS. ADHESIVE: FORMULATION COMPLYING WITH APA AFG-01 THAT IS APPROVED FOR USE WITH TYPE OF CONSTRUCTION BEING ADHERED. COMPLY WITH VOC LIMITATIONS AS FOLLOWS: • LOCAL OR STATE REQUIREMENTS • LEED LIMITATIONS 06402 - MILLWORK: SOURCE LIMITATIONS: ENGAGE A QUALIFIED WOODWORKING FIRM TO ASSUME UNDIVIDED RESPONSIBILITY FOR PRODUCTION AND OVERSIGHT OF INSTALLATION OF INTERIOR ARCHITECTURAL WOODWORK. QUALITY STANDARD: UNLESS OTHERWISE INDICATED, COMPLY WITH AWI's "AWS (ARCHITECTURAL WOODWORK STANDARDS)", FIRST EDITION, 2009, INCLUDING ALL PUBLISHED ERRATA CURRENT AT THE TIME OF THE PROJECT. FOR GRADES OF INTERIOR ARCHITECTURAL WOODWORK, CONSTRUCTION, FINISHES, AND OTHER REQUIREMENTS. PROVIDE AWI QUALITY CERTIFICATION PROGRAM CERTIFICATE INDICATING THAT WOODWORK COMPLIES WITH REQUIREMENTS OF GRADES SPECIFIED. AWS STANDARD: PREMIUM GRADE FOR ALL MILLWORK. HARDWARE STANDARD: COMPLY WITH BHMA A156.9 FOR ITEMS INDICATED BY REFERENCING BHMA NUMBERS OR ITEMS REFERENCED TO THIS STANDARD. • UNLESS NOTED OTHERWISE, ALL DOOR HINGES SHALL BE 170 -DEGREE OPENING COORDINATION WITH OTHER SECTIONS: WHERE WOOD DOORS ARE SCHEDULED OR OTHERWISE INDICATED ON DRAWINGS TO RECEIVE VENEERS OR FINISHES TO MATCH MILLWORK, THEN WORK OF THIS SECTION INCLUDES PROVIDING AND LAYING UP SUCH VENEERS, AND APPLYING SHOP FINISHES TO SUCH DOORS. FIRE RETARDANT RATED PRODUCTS: MILLWORK USED AS WALL FINISH OR CEILING FINISH SHALL HAVE ASTM E84 FLAME SPREAD<25, SMOKE DEVELOPED <200. HARDBOARD: AHA A135.4. MEDIUM -DENSITY FIBERBOARD: ANSI A208.2, GRADE MD -EXTERIOR GLUE. PARTICLEBOARD: ANSI A208.1, GRADE M -2 -EXTERIOR GLUE. SOFTWOOD PLYWOOD: DOC PS 1, MEDIUM DENSITY OVERLAY. HARDWOOD PLYWOOD AND FACE VENEERS: HPVA HP -1. HIGH-PRESSURE DECORATIVE LAMINATE: NEMA LD 3, GRADES AS REQUIRED BY WOODWORK QUALITY STANDARD. WORKMANSHIP: IN ADDITION TO THE REQUIREMENTS OF THE AWI ALL ARCHITECTURAL WOODWORK SHALL CONFORM TO THE GENERALLY ACCEPTED DEFINITIONS OF GOOD WORKMANSHIP INCLUDING: • THE WORK SHALL BE FABRICATED AND INSTALLED SQUARE, LEVEL, PLUMB, STRAIGHT, AND TO THE REQUIRED LINES AND LEVELS. • THE WORK SHALL BE SCRIBED TIGHT TO ADJOINING SURFACES • EXPOSED JOINTS SHALL BE EXECUTED RIGID, TIGHT, AND FLUSH WITH NO TOOL, MACHINE, OR CROSS -SANDING MARKS. • HARDWARE SHALL BE INSTALLED TO THE MANUFACTURER'S INSTRUCTIONS AND PROPERLY FITTED AND ADJUSTED TO ENSURE CORRECT OPERATION. • DRAWERS SHALL BE FABRICATED TO SPECIFIED STANDARDS, BE PROPERLY FITTED AND OPERATE SMOOTHLY AND EASILY. • ARRISES SHALL BE STRAIGHT, CLEAN, SQUARE AND LIGHTLY "STRUCK" WITH SANDPAPER. • WOOD AND/OR WOOD VENEER SURFACES AND EDGES SHALL BE SMOOTHLY SANDED SUCH ASTOOL OR MACHINE MARKS, SANDING AND FREE OF BLEMISHES OR DEFECTS MARKS, SURPLUS GLUE, RAISED GRAIN, DE -LAMINATION OR WATER MARKS. • MOULDINGS SHALL BE CLEANLY RUN, SMOOTHLY SANDED, FREE OF MACHINE MARKS AND SHARPLY DEFINED DETAIL. • FASTENINGS SHALL BE CONCEALED WHEREVER POSSIBLE. FACE NAILS AND TRIM SCREWS (WHERE PERMITTED) SHALL BE AS FEW AND AS SMALL AS PRACTICABLE, NEATLY COUNTERSUNK, AND FITTED WITH WAX STICK OR BURN -IN TECHNIQUES. • FACE VENEERS SHALL BE TIGHTLY JOINED AND PROPERLY MATCHED AS SPECIFIED AND SHALL BE SIMILAR IN GRAIN PATTERN AND COLOR THROUGHOUT ANY GIVEN AREA EVEN WHERE SEQUENCE OR "BLUE -PRINT" MATCHING IS NOT REQUIRED. NATURAL CHARACTERISTICS IN WOOD AND VENEER SHALL BE ACCEPTED AND CELEBRATED. • PLASTIC LAMINATE SHALL BE APPLIED TO TOPS, EDGES, AND OTHER SURFACES AS SPECIFIED STRICTLY IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS. ALL JOINTS SHALL BE TIGHT AND FLUSH; INNER CORNERS OF CUT OUTS LIGHTLY RADIUSED, AND EDGES BEVELED AND SMOOTHLY FILED OR SANDED WITH NO CHIPPING OR WEARING THROUGH OF SURFACE FINISH. • THE FACTORY FINISH SHALL BE SMOOTH, FULLY COATED AND FREE OF SAGS, RUNS, ORANGE PEEL, AND OVERSPRAY. 09500 - ACOUSTICAL INSULATION UNFACED, MINERAL -WOOL BLANKET INSULATION: ASTM C 665, TYPE I (BLANKETS WITHOUT MEMBRANE FACING); CONSISTING OF FIBERS; WITH MAXIMUM FLAME -SPREAD AND SMOKEDEVELOPED INDEXES OF 25 AND 50, RESPECTIVELY, PER ASTM E 84; PASSING ASTM E 136 FOR COMBUSTION CHARACTERISTICS. 07900 - SEALANTS ELASTOMERIC SEALANTS: COMPLY WITH ASTM C 920. CONFIRM FOR CLASSIFICATIONS FOR TYPE, GRADE, CLASS, AND USES RELATED TO EXPOSURE AND JOINT SUBSTRATES. PROVIDE PRODUCTS THAT HAVE UNDERGONE TESTING ACCORDING TO ASTM C 1248 AND HAVE NOT STAINED POROUS JOINT SUBSTRATES INDICATED FOR PROJECT. CLEAR OR WHITE MILDEW RESISTANT SEALANT: INTERIOR JOINTS IN WET AREAS SHALL BE SEALED WITH DOW CORNING 786, GE SILICONES; SCS1700 OR TREMCO; TREMSIL 200. TINTED INTERIOR SEALS WITHIN WET AREAS SHALL BE A MILDEW RESISTANT POLYETHER WITH TINT ADDITIVE; SONNEBORN SONNELASTIC 150. TRAFFIC BEARING JOINTS SHALL BE SEALED WITH A TWO COMPONENT POLYURETHANE, AS RECOMMENDED BY SEALANT MANUFACTURER AND SPECIFICALLY APPLICABLE TO THIS PROJECT. INTERIOR NON -TRAFFIC JOINTS SHALL BE SEALED WITH A PAINTABLE LATEX SEALANT: COMPLY WITH ASTM C 834, TYPE P, GRADE NF. ACOUSTICAL JOINT SEALANTS: MANUFACTURER'S STANDARD NONSAG, PAINTABLE, NONSTAINING LATEX SEALANT COMPLYING WITH ASTM C 834. SEALANT PRECONSTRUCTION COMPATIBILITY AND ADHESION TESTING: SUBMIT TO JOINTSEALANT MANUFACTURERS, FOR TESTING INDICATED BELOW, SAMPLES OF MATERIALS THAT WILL CONTACT OR AFFECT JOINT SEALANTS. ASTM C 1087 OR MANUFACTURER'S STANDARD TEST METHOD. JOBSITE TESTING: TEST JOINT SEALANTS ACCORDING TO METHOD A, FIELD -APPLIED SEALANT JOINT HAND PULL TAB, IN APPENDIX X1 IN ASTM C 1193. JOINT -SEALANT BACKING: PROVIDE SEALANT BACKINGS OF MATERIAL AND TYPE THAT ARE NONSTAINING; NON-OUTGASING AND ARE COMPATIBLE WITH JOINT SUBSTRATES, SEALANTS, PRIMERS, AND OTHER JOINT FILLERS; AND ARE APPROVED FOR APPLICATIONS INDICATED BY SEALANT MANUFACTURER BASED ON FIELD EXPERIENCE AND LABORATORY TESTING; ASTM C 1330: BOND -BREAKER TAPE: POLYETHYLENE TAPE OR OTHER PLASTIC TAPE RECOMMENDED BY SEALANT MANUFACTURER. INSTALLATION OF JOINT SEALANTS: COMPLY WITH JOINT -SEALANT MANUFACTURER'S INDICATED, WRITTEN INSTALLATION INSTRUCTIONS FOR PRODUCTS ANDAPPLICATIONS AND WITH THE RECOMMENDATIONS IN ASTM C 1193 FOR USE OF JOINT SEALANTS AS APPLICABLE TO MATERIALS, APPLICATIONS, AND CONDITIONS INDICATED. ACOUSTICAL SEALANT APPLICATION STANDARD: COMPLY WITH RECOMMENDATIONS IN ASTM C 919 FOR USE OF JOINT SEALANTS IN ACOUSTICAL APPLICATIONS AS APPLICABLE TO MATERIALS, APPLICATIONS, AND CONDITIONS INDICATED. b[7 06 14 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 192017 PERMIT CENTER N CNI W • N- U C/) W < W Zf-UW Z OLL U fI M > 0< sO W Z W co 11565 REGISTERED ARCHITECT ERIC J. NIELSEN STATE OF WASHINGTON 12/09/2016 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED B' ERIC NIELSEN ARCHITECT PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS DESCRIPTION WATUK 30" X 42" SHEET SHEET CONTENTS: SPECS G103 DIVISION 8 DOORS, FRAMES AND HARDWARE TO MATCH EXISTING: PROVIDE DOORS, FRAMES AND HARDWARE TO MATCH THE "BUILDING STANDARD" WHERE SHOWN OR NOTED OR AS APPLICABLE. NEW DOORS TO MATCH BUILDING STANDARD SHALL BE OF SAME MATERIAL QUALITY, DURABILITY AND WHERE APPLICABLE, FINISH. PROVIDE TENANT DOORS, FRAMES AND HARDWARE PER THE DRAWINGS. 08100 - HOLLOW METAL STEEL DOORS AND FRAMES STEEL DOOR STANDARD: ANSI A 250.8 LEVEL 2 AND PHYSICAL PERFORMANCE ANSI A250.4 LEVEL B (HEAVY DUTY), MODEL SEAMLESS.18 GAUGE (0.042") FACE SHEETS. FIRE -RATED DOOR ASSEMBLIES: COMPLY WITH NFPA 80; TESTING TO NFPA 252. TOLERANCES: COMPLY WITH SDI 117, "MANUFACTURING TOLERANCES FOR STANDARD STEEL DOORS AND FRAMES." FINISH: MANUFACTURER'S STANDARD, FACTORY -APPLIED RUST -INHIBITING PRIMER COMPLYING WITH ANSI A250.10; TWO COATS OF FIELD APPLIED FINISH PAINT. STEEL FRAME STANDARD: PROVIDE STEEL FRAMES FOR DOORS, TRANSOMS, SIDELIGHTS, BORROWED LIGHTS, AND OTHER OPENINGS THAT COMPLY WITH ANSI A250.8 AND WITH DETAILS INDICATED FOR TYPE AND PROFILE. CONCEAL FASTENINGS, UNLESS OTHERWISE INDICATED; 16 GAUGE - 0.053 -INCH- THICK STEEL SHEET FOR ALL INTERIOR STEEL OR WOOD DOORS. WELDED FRAMES: FABRICATE WELDED FRAMES WITH MITERED OR COPED AND CONTINUOUSLY WELDED CORNERS AND SEAMLESS FACE JOINTS THAT ARE IN TRUE ALIGNMENT. DRESS WELDED JOINTS ON EXPOSED SURFACES SMOOTH SO THAT WELDS ARE INVISIBLE AFTER PAINTING. PROVIDE TEMPORARY SPREADER BARS. COMPLY WITH ANSI A250.8 / SDI 122 AND ANSI/DHI A115.1G, AND WITH THE MANUFACTURERS RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. INSTALL FRAMES IN LOCATIONS SHOWN ON THE DRAWINGS, IN PERFECT ALIGNMENT AND ELEVATION, PLUMB, LEVEL, STRAIGHT AND TRUE, AND FREE OF RACK. APPLY HARDWARE IN ACCORDANCE WITH HARDWARE MANUFACTURER'S INSTRUCTIONS. LEAVE WORK IN COMPLETE AND PROPER OPERATING CONDITION INSTALLATION OF FIRE -RATED DOORS: INSTALL WITHIN CLEARANCES SPECIFIED IN NFPA 80. INSTALLATION OF SMOKE -CONTROL DOORS: INSTALL TO COMPLY WITH NFPA 105. 08700 - DOOR HARDWARE: SUPPLIER QUALIFICATIONS: DOOR HARDWARE SUPPLIER VVITH WAREHOUSING FACILITIES IN PROJECT'S VICINITY AND WHO IS OR EMPLOYS A QUALIFIED ARCHITECTURAL HARDWARE CONSULTANT, AVAILABLE DURING THE COURSE OF THE WORK TO CONSULT WITH CONTRACTOR, ARCHITECT, AND OWNER ABOUT DOOR HARDWARE AND KEYING. REGULATORY REQUIREMENTS: COMPLY WITH PROVISIONS OF THE FOLLOWING: • AMERICANS WITH DISABILITIES ACT (ADA), "ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG),". • LOCAL OR MUNICIPAL BUILDING CODE. • ANSI A117.1, 2003. COMPLY WITH THE FOLLOWING FOR MEANS OF EGRESS DOORS: • ELECTRIFIED DOOR HARDWARE: NFPA 70, ARTICLE 100. • FIRE -RATED DOOR ASSEMBLIES: NFPA 80 • NFPA 101: COMPLY WITH NFPA 101 FOR MEANS OF EGRESS DOORS: HARDWARE STANDARDS: ALL ITEMS ARE GRADE 1: BASE METAL SHALL BE STAINLESS STEEL. HINGES • BUTTS AND HINGES: BHMA A156.1. • TEMPLATE HINGE DIMENSIONS: BHMA A156.7. • SELF-CLOSING HINGES AND PIVOTS: BHMA A156.17. • PIVOTS: BHMA A156.4. LOCKS • BORED LOCKS AND LATCHES: BHMA A156.2. • MORTISE LOCKS AND LATCHES: BHMA A156.13. • AUXILIARY LOCKS: BHMA A156.5. • PUSH-BUTTON COMBINATION LOCKS: BHMA A156.2. • ELECTROMAGNETIC LOCKS: BHMA A156.23. • DELAYED -EGRESS LOCKS: BHMA A156.24. • EXIT LOCKS: BHMA A156.5. LOCK TRIM: AS SCHEDULED, OR, WHERE INDICATED, MATCH BUILDING STANDARD. ELECTROMAGNETIC LOCKS: ELECTRICALLY POWERED FACE LOCKS OF STRENGTH AND CONFIGURATION INDICATED; WITH ELECTROMAGNET ATTACHED TO FRAME AND STRIKE PLATE ATTACHED TO DOOR. STRENGTH RANKING: 1500 LBF: BHMA A156.23. INDUCTIVE KICKBACK: NOT MORE THAN [53-V] [0-V] PEAK VOLTAGE, AS TESTED ACCORDING TO BHMA A156.23. MAGNETIC SHEAR LOCKS NOT PERMITTED. ELECTROMECHANICAL LOCKS: MOTOR -OPERATED LOCKS OF TYPES AND GRADES INDICATED: BHMA GRADE: 1. DOOR BOLTS • SURFACE BOLTS: BHMA A156.16. • AUTOMATIC AND SELF -LATCHING FLUSH BOLTS: BHMA A156.3. • MANUAL FLUSH BOLTS: BHMA A156.16. EXIT DEVICES : • EXIT DEVICE STANDARD: BHMA A156.3. • CERTIFIED PRODUCTS: PROVIDE EXIT DEVICES LISTED IN BHMA'S «DIRECTORY OF CERTIFIED EXIT DEVICES.» • FIRE EXIT DEVICES: COMPLYING WITH NFPA 80 THAT ARE LISTED AND LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, FOR FIRE AND PANIC PROTECTION, BASED ON TESTING ACCORDING TO UL 305 AND NFPA 252. CYLINDERS: BHMA A156.5. CORE TYPE, NUMBER OF PINS, KEYS, KEYING SYSTEM: MATCH BUILDING STANDARD KEYS: PROVIDE 5 NICKEL -SILVER KEYS PER LOCKSET COMPLYING WITH THE BUILDING STANDARD. STRIKES: • STRIKES FOR BORED LOCKS AND LATCHES: BHMA A156.2. • STRIKES FOR MORTISE LOCKS AND LATCHES: BHMA A156.13. • STRIKES FOR INTERCONNECTED LOCKS AND LATCHES: BHMA A156.12. • STRIKES FOR AUXILIARY DEADLOCKS: BHMA A156.5. • DUSTPROOF STRIKES: BHMA A156.16. • ELECTRIC STRIKES: BHMA A156.5. PROTECTIVE TRIM UNITS: BHMA A156.6. OPERATING TRIM: BHMA A156.6. ACCESSORIES FOR PAIRS OF DOORS: • COORDINATORS: BHMA A156.3. • REMOVABLE MULLIONS: BHMA A156.3. CLOSERS: - CLOSERS: BHMA A156.4. • CLOSER HOLDER RELEASE DEVICES: BHMA A156.15. STOPS AND HOLDERS • STOPS AND BUMPERS: BHMA A156.16. • • MECHANICAL DOOR HOLDERS: BHMA A156.16. • ELECTROMAGNETIC DOOR HOLDERS: BHMA A156.15. • COMBINATION OVERHEAD HOLDERS AND STOPS: BHMA A156.8. DOOR SILENCERS: BHMA A156.16. DOOR GASKETING: BHMA A156.22. • PROVIDE CONTINUOUS WEATHER-STRIP GASKETING ON EXTERIOR DOORS AND PROVIDE SMOKE, LIGHT, OR SOUND GASKETING ON INTERIOR DOORS WHERE INDICATED OR SCHEDULED. PROVIDE NONCORROSIVE FASTENERS FOR EXTERIOR APPLICATIONS AND ELSEWHERE AS INDICATED. THRESHOLDS: BHMA A156.21. MISCELLANEOUS DOOR HARDWARE: BHMA A156.16. EXIT ALARMS: BHMA A156.5. SLIDING DOOR TRACKS & ACCESSORY HARDWARE: AS SCHEDULED. FASTENERS: PROVIDE DOOR HARDWARE MANUFACTURED TO COMPLY WITH PUBLISHED TEMPLATES GENERALLY PREPARED FOR MACHINE, WOOD, AND SHEET METAL SCREWS. PROVIDE SCREWS ACCORDING TO COMMERCIALLY RECOGNIZED INDUSTRY STANDARDS FOR APPLICATION INTENDED. PROVIDE PHILLIPS FLAT -HEAD SCREWS WITH FINISHED HEADS TO MATCH SURFACE OF DOOR HARDWARE, UNLESS OTHERWISE INDICATED. FINISHES: BHMA A156.18. PREPARATION • STEEL DOORS AND FRAMES: COMPLY WITH DHI A115 SERIES. • SURFACE -APPLIED DOOR HARDWARE: DRILL AND TAP DOORS AND FRAMES ACCORDING TO SDI 107. • WOOD DOORS: COMPLY WITH DHI A115 -W SERIES. MOUNTING HEIGHTS: • STANDARD STEEL DOORS AND FRAMES: DHI'S «RECOMMENDED LOCATIONS FOR ARCHITECTURAL HARDWARE FOR STANDARD STEEL DOORS AND FRAMES.» - CUSTOM STEEL DOORS AND FRAMES: DHI'S «RECOMMENDED LOCATIONS FOR BUILDERS' HARDWARE FOR CUSTOM STEEL DOORS AND FRAMES.» • WOOD DOORS: DHI WDHS.3, «RECOMMENDED LOCATIONS FOR ARCHITECTURAL HARDWARE FOR WOOD FLUSH DOORS.» INSTALL EACH DOOR HARDWARE ITEM TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. WHERE CUTTING AND FITTING ARE REQUIRED TO INSTALL DOOR HARDWARE ONTO OR INTO SURFACES THAT ARE LATER TO BE PAINTED OR FINISHED IN ANOTHER WAY, COORDINATE REMOVAL, STORAGE, AND REINSTALLATION OF SURFACE PROTECTIVE TRIM UNITS WITH FINISHING WORK SPECIFIED IN DIVISION 9 SECTIONS. DO NOT INSTALL SURFACE - MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON SUBSTRATES INVOLVED. ADJUSTING: ADJUST AND CHECK EACH OPERATING ITEM OF DOOR HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. CONSULT WITH AND INSTRUCT OWNER'S PERSONNEL ON RECOMMENDED MAINTENANCE PROCEDURES. 08800 - GLASS: ANNEALED FLOAT GLASS: ASTM C 1036, TYPE I (TRANSPARENT FLAT GLASS), QUALITY -Q3; OF CLASS INDICATED. CLEAR HEAT STRENGTHENED GLASS: ASTM C 1048, KIND FT, CONDITION A, TYPE I, CLASS 1, QUALITY Q3; FOR EDGES EXPOSED TO VIEW, SEAM BEFORE HEAT TREATMENT. LAMINATED GLASS: ASTM C 1172. SAFETY GLASS: CATEGORY II MATERIALS COMPLYING WITH TESTING REQUIREMENTS IN 16 CFR 1201 AND ANSI Z97.1. INSTALLATION AND GUIDELINES: LATEST EDITIONS OF GANA PUBLICATIONS: • "LAMINATED GLASS DESIGN GUIDE" • "GLAZING MANUAL." • "SEALANT MANUAL" • "ENGINEERING STANDARDS MANUAL" • "FULLY TEMPERED HEAVY GLASS DOOR AND ENTRANCE SYSTEMS DESIGN GUIDE " INSTALLATION PER MANUFACTURER'S WRITTEN INSTRUCTIONS AND GANA PUBLICATIONS ABOVE. 09250 - WALLBOARD ASSEMBLIES: FIRE RATED WALLS, THROUGH PENETRATION FIRESTOP SYSTEMS & FIRE RESISTIVE JOINT SYSTEMS TO BE CONSTRUCTED IN ACCORDANCE WITH ASSEMBLIES LISTED BY UL, WARNOCK HERSEY/INTERTEK/ETL/SEMKO. ALL PERIMETER CONDITIONS WHERE FIRE RATED GYP BOARD ASSEMBLIES MEET OTHER CONSTRUCTION MUST BE CONSTRUCTED USING A LISTED FIRE -RESISTIVE JOINT SYSTEM. ALL PENETRATIONS THROUGH FIRE RATED GYP BOARD ASSEMBLIES MUST BE CONSTRUCTED USING A LISTED THROUGH PENETRATION FIRESTOP SYSTEM. STANDARDS: • ASTM C-11 FOR DEFINITIONS. • ASTM C-754 GENERAL COMPONENTS. • ASTM C-36 GYPSUM WALLBOARD • ANSI 118.9 CEMENT BACKER BOARD • ASTM C-1047 TRIM • ASTM C-475 JOINT TREATMENT MATERIALS STRUCTURAL PERFORMANCE: FOLLOW MANUFACTURER'S STANDARD SPAN LIMITATION CHART FOR SIZING OF STUD GAUGE. • USE L/360 DEFLECTION CRITERIA FOR WALLBOARD PARTITIONS - FINISHED WITH TILE, STONE OR OTHER BRITTLE MATERIALS. • USE U240 DEFLECTION CRITERIA FOR ALL OTHER PARTITIONS. • FOR GAUGE EQUIVALIENT STUD USAGE (CLARK WESTERN OR DIETRICH) SUBMIT DATA INDICATING PROPOSED STUD SIZE/MIL THICKNESS PROVIDES EQUIVILIENT PERFORMANCE AS CONVENTIONAL STUD. ACOUSTICAL PERFORMANCE: WHERE WALL TYPES ON DRAWINGS INDICATE A REQUIRED STC VALUE, COMPLY WITH REQUIRMENTS OF TESTED AND LISTED ASSEMBLIES AS PUBLISHED BY GYPSUM ASSOCIATION, USG OR NATIONAL GYPSUM CO. ACOUSTICAL SEALANT: USE USG OR NATIONAL GYPSUM PRODUCTS. COMPLY WITH VOC LIMITATIONS PURSUANT TO LEED CREDIT 4.1. CURVED WORK: UTILIZED FRAMING PRODUCTS & TECHNIQUES THAT PRODUCE UNIFORM CURVATURES INDICATED WITHOUT DISTORTION OR PERCEPTIBLE RIPPLE. DECREASE STUD ON -CENTER SPACING AS REQUIRED TO ACHIEVE SMOOTH EFFECT. FORM CURVED WORK WITHOUT WETTING THE GYPSUM BOARDS. UTILIZE MULTIPLE LAYERS OF %4" BENDING BOARD WHERE DESIRED RADII CANNOT BE ACHIEVED WITH THICKER BOARDS. WHERE RADIUS IS TOO TIGHT FOR DRY INSTALLATION OF 1/1' BENDING BOARD, UTILIZE PREFABRICATED GRG SECTIONS. CONTROL JOINTS: • PROVIDE CONTROL JOINTS IN ALL GYP BOARD SURFACES EXCEEDING 30 FEET IN ANY DIRECTION USING STANDARD "V" BEAD CONTROL JOINT THAT RESULTS IN VISIBLE JOINT OF APPROX 1/8". • CONTROL JOINTS IN FIRE RATED WALL ASSEBLIES SHALL COMPLY WITH THE REQUIREMENTS OF THE LISTING AGENCY AND MANUFACTURER FOR THAT ASSEMBLY. MOVEMENT JOINTS: • WHERE GYPSUM BOARD ASSEMBLIES BEARING ON FLOOR ABUT GYP BOARD ASSEMBLIES SUSPENDED FROM DECK ABOVE, PROVIDE MOVMENT JOINT BETWEEN THE TWO. THERE SHALL BE NO CONTINUITY OF FRAMING OR GYPSUM BOARD THROUGH THE JOINT. FINISH THE JOINT WITH BACKER ROD AND SEALANT FROM ANY SURFACE EXPOSED TO VIEW. WHERE THIS CONDITION INVOLVES FIRE RATED CONSTRUCTION, PROVIDE DYNAMIC FIRE RESISTIVE JOINT SYSTEM BETWEEN THE ASSEMBLIES. GYPSUM BOARD FINISH LEVELS: FINISH PANELS TO LEVELS INDICATED BELOW, ACCORDING TO ASTM C 840, FOR LOCATIONS INDICATED: • LEVEL 1: EMBED TAPE AT JOINTS IN CEILING PLENUM AREAS, CONCEALED AREAS, UNLESS A HIGHER LEVEL OF FINISH IS REQUIRED FOR FIRE -RESISTANCE -RATED ASSEMBLIES AND SOUND -RATED ASSEMBLIES. • LEVEL 2: EMBED TAPE AND APPLY SEPARATE FIRST COAT OF JOINT COMPOUND TO TAPE, FASTENERS, AND TRIM FLANGES WHERE GYPSUM PANELS ARE THE SUBSTRATE FOR TILE. • LEVEL 3: EMBED TAPE AND APPLY SEPARATE FIRST AND FILL COATS OF JOINT COMPOUND TO TAPE, FASTENERS, AND TRIM FLANGES, WHERE GYPSUM PANELS ARE THE SUBSTRATE FOR HEAVY TEXTURED FINISHES AND WHERE LIGHTING CONDITIONS ARE NOT CRITICAL. • LEVEL 4: EMBED TAPE AND APPLY SEPARATE FIRST, FILL, AND FINISH COATS OF JOINT COMPOUND TO TAPE, FASTENERS, AND TRIM FLANGES. LEVEL 4 IS THE STANDARD FOR ALL EXPOSED AREAS, REMOVE LEVEL 5 FINISH INSTALLATION STANDARDS: ASTM C 754 / ASTM C 840 / GA 216 / ASTM C 919. RESILIENT WALL BASE AND ACCESSORIES: SOURCE LIMITATIONS: OBTAIN EACH TYPE, COLOR, AND PATTERN OF PRODUCT SPECIFIED FROM ONE SOURCE WITH RESOURCES TO PROVIDE PRODUCTS OF CONSISTENT QUALITY IN APPEARANCE AND PHYSICAL PROPERTIES. RUBBER WALL BASE AND ACCESSORIES: PRODUCTS COMPLYING WITH FS SS -W-40, TYPE I, AND AS SPECIFIED ON THE DRAWINGS. VINYL WALL BASE AND ACCESSORIES: PRODUCTS COMPLYING WITH FS SS -W-40, TYPE II, AND AS SPECIFIED ON THE DRAWINGS. ADHESIVES: WATER-RESISTANT TYPE RECOMMENDED BY MANUFACTURER TO SUIT RESILIENT PRODUCTS AND SUBSTRATE CONDITIONS INDICATED. COMPLY WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS FOR RESILIENT BASE/ACCESSORIES. DO NOT INSTALL RESILIENT PRODUCTS UNTIL THEY ARE SAME TEMPERATURE AS SPACE WHERE THEY ARE TO BE INSTALLED. INSTALL WALL BASE IN LENGTHS AS LONG AS PRACTICAL WITHOUT GAPS AT SEAMS AND WITH TOPS OF ADJACENT PIECES ALIGNED. TIGHTLY ADHERE WALL BASE TO SUBSTRATE THROUGHOUT LENGTH OF EACH PIECE, WITH BASE IN CONTINUOUS CONTACT WITH HORIZONTAL AND VERTICAL SUBSTRATES. DO NOT STRETCH WALL BASE DURING INSTALLATION. INSTALL REDUCER STRIPS AT EDGES OF FLOOR COVERINGS THAT WOULD OTHERWISE BE EXPOSED. ACOUSTICAL PANEL CEILINGS PRODUCTS: MATCH EXISTING CEILING SYSTEM EXCEPT WHERE NOTED OTHEREWISE ON DRAWINGS. ACOUSTICAL PANEL STANDARD: ASTM E 1264; SURFACE -BURNING CLASS A. METAL SUSPENSION SYSTEM STANDARD: ASTM C 635. EXPOSED FASTENERS (SCREWS, POP RIVETS, ETC) ARE NOT PERMITTED. ATTACHMENT DEVICES: SIZE FOR FIVE TIMES THE DESIGN LOAD INDICATED IN ASTM C 635, TABLE 1, "DIRECT HUNG." • WIRE HANGERS, BRACES, AND TIES: ASTM A 641, CLASS 1, SOFT TEMPER; DIAMETER SO STRESS AT THREE TIMES HANGER DESIGN LOAD (ASTM C 635, TABLE 1, "DIRECT HUNG") IS LESS THAN YIELD STRESS OF WIRE, BUT NOT LESS THAN 0.106 -INCH. • ROD HANGERS: ASTM A 510, MILD CARBON STEEL, 1/4 -INCH DIAMETER, ASTM A 153/A 153M, HOT -DIP GALVANIZED. • PROVIDE SEISMIC STRUTS AND SEISMIC CLIPS, AS MAY BE REQUIRED BY LOCAL AUTHORITIES. SHEET METAL EDGE MOLDINGS AND TRIM: SAME MATERIAL, FINISH, AND COLOR AS EXPOSED FLANGES OF SUSPENSION SYSTEM. STEEL SUSPENSION SYSTEM: UNLESS OTHERWISE INDICATED, PROVIDE PREPAINTED, ELECTROLYTICALLY ZINC COATED, OR HOT -DIP GALVANIZED ACCORDING TO ASTM A 653/A 653M, NOT LESS THAN G30 COATING DESIGNATION; INTERMEDIATE -DUTY , UNLESS HEAVY- DUTY IS INDICATED OR REQUIRED FOR SEISMIC DESIGN. ACCESS FOR CONCEALED SUSPENSION SYSTEM: DOWNWARD, UNLESS OTHERWISE INDICATED. ALL LIGHT FIXTURES, HVAC PLENUMS, ETC., MUST BE INDEPENDENTLY SUPPORTED. INSTALLATION: ASTM C 636. SEISMIC STANDARD: ASTM E 580, CISCA'S "RECOMMENDATIONS FOR DIRECT -HUNG ACOUSTICAL TILE AND LAY -IN PANEL CEILINGS --SEISMIC ZONES 0-2" PAINTING: STANDARD COATING TERMS: ASTM D-16. PAINT MATERIALS: PROVIDE BLOCK FILLERS, PRIMERS, UNDERCOATS, AND FINISH -COAT MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND THE SUBSTRATES INDICATED UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. MATERIAL QUALITY: PROVIDE MANUFACTURER'S BEST -QUALITY LOW VOC PAINT MATERIAL OF THE VARIOUS COATING TYPES SPECIFIED. COLOR/GLOSS: PROVIDE CUSTOM COLORS OF THE FINISHED PAINT SYSTEMS TO MATCH THE ARCHITECT'S SAMPLES. ASSUME CEILINGS TO BE FLAT; WALLS TO BE EGGSHELL OR LOW LUSTRE SATIN; METAL OR WOOD TRIM TO BE SEMI -GLOSS. PREPARATION: REMOVE HARDWARE AND HARDWARE ACCESSORIES, PLATES, MACHINED SURFACES, LIGHTING FIXTURES, AND SIMILAR ITEMS ALREADY INSTALLED THAT ARE NOT TO BE PAINTED. IF REMOVAL IS IMPRACTICAL OR IMPOSSIBLE BECAUSE OF THE SIZE OR WEIGHT OF THE ITEM, PROVIDE SURFACE -APPLIED PROTECTION BEFORE SURFACE PREPARATION AND PAINTING. CLEANING: BEFORE APPLYING PAINT OR OTHER SURFACE TREATMENTS, CLEAN THE SUBSTRATES OF SUBSTANCES THAT COULD IMPAIR THE BOND OF THE VARIOUS COATINGS. REMOVE OIL AND GREASE BEFORE CLEANING. CLEAN AND PREPARE SURFACES TO BE PAINTED ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE CONDITION AND AS SPECIFIED. MIX AND PREPARE PAINT MATERIALS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. APPLY PAINT ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. USE APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED. FURNISH EXTRA PAINT MATERIALS FROM THE SAME PRODUCTION RUN AS THE MATERIALS APPLIED IN THE QUANTITIES DESCRIBED BELOW. PACKAGE PAINT MATERIALS IN UNOPENED, FACTORY -SEALED CONTAINERS FOR STORAGE AND IDENTIFY WITH LARELS DESCRIBING CONTENTS. DELIVER EXTRA MATERIALS TO THE OWNER. 09800 - SPECIALTY PAINTING SYSTEM FOR FERROUS METALS: STANDARD COATING TERMS: ASTM D-16. PRIMER: AROMATIC URETHANE, ZINC RICH. TNEMEC HYDRO -ZINC SERIES 94 H20; APPLY TO A DRY MIL THICKNESS OF 3 MILS/PER SPECIFIED COAT. BARRIER COAT: POLYAMIDOAMINE EPDXY. TNEMEC SERIES N69; APPLY TO A DRY MIL THICKNESS OF 6-7 MILS/PER SPECIFIED COAT. FINISH COAT: ADVANCED THERMOSET SOLUTION FLUOROPOLYMER. TNEMEC SERIES 1071V; APPLY TO A DRY MIL THICKNESS OF 2.5 MILS. 10520 - FIRE EXTINGUISHERS: FIRE EXTINGUISHERS: 10 -LB NOMINAL CAPACITY UL RATED 4A:60B:C MULTI-PURPOSE DRY CHEMICAL TYPE FOR EACH CABINET AND OTHER LOCATIONS INDICATED. PROVIDE BRACKETS FOR EXTINGUISHERS NOT LOCATED IN CABINETS. • AVAILABLE PRODUCT: LARSEN'S MANUFACTURING COMPANY: MP10. FIRE EXTINGUISHER CABINETS: PROVIDE CABINET BOXES CONSTRUCTED OF COLD ROLLED STEEL WITH BAKED PAINTED FINISH AND SIZED TO PROPERLY FIT EXTINGUISHER. PROVIDE CABINET DOORS CONSTRUCTED OF COLD ROLLED STEEL AND HAVING 180 DEGREE CONCEALED HINGE DOOR RETAINING CLEAR SAFETY GLASS WINDOW OPENING, AND MANUFACTURERS STANDARD PULL. FINISH DOOR IN MANUFACTURER'S STANDARD BAKED ENAMEL IN COLOR AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE. • BASIS OF DESIGN: LARSEN'S MANUFACTURING COMPANY: OCCULT SERIES FIRE EXTINGUISHER CABINETS; WITH VERTICAL DUO DOOR; PROVIDE FOR RECESSED OR SEMI - RECESSED INSTALLATION, AS WALL CONDITIONS MAY DICTATE, OR AS INDICATED ON DRAWINGS. • CABINETS LOCATED IN FIRE RATED WALLS: PROVIDE RATED CABINET. • FIRE EXTINGUISHER AND HOSE VALVE IN SAME CABINET: PROVIDE COMBINATION CABINET. • INCLUDE MANUFACTURER'S STANDARD 1" LETTER HEIGHT VINYL OR STENCILED LETTERING CONTRASTING WITH BACKGROUND COLOR OF CABINET. "FIRE EXTINGUISHER" OR "FIRE EXTINGUISHER & HOSE VALVE" AS APPROPRIATE. INSTALL IN LOCATIONS INDICATED ON DRAWINGS. INSTALL AT MOUNTING HEIGHTS INDICATED OR, IF NOT INDICATED, AT HEIGHTS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND ACCESSIBILITY CODES. 10400 - SIGNAGE: IF A SIGNAGE PLAN(S) IS NOT INCLUDED WITH THESE DOCUMENTS, PLEASE INCLUDE AN ALLOWANCE FOR PROVIDING AND INSTALLING CODE -REQUIRED SIGNAGE IN THE FOLLOWING AREAS: FULL FLOOR TENANT OCCUPANCY: USE EXIT STAIRS" SIGN, EVACUATION PLAN TOILET ROOM ENTRIES EXIT STAIR ENTRIES FIRE EXTINGUISHER AND FIRE HOSE CABINETS MECHANICAL ROOMS ELECTRICAL ROOMS ALL SIGNS LISTED ARE TO BE ADA COMPLIANT CONTAINING TACTILE LETTERING AND GRAPHICS. ALL TEXT TO HAVE TYPE II BRAILLE IN COMPLIANCE WITH ACCESSIBLITY REQUIREMENTS. • SIGN MATERIAL TO BE PRICED AS SATIN ALUMINUM. • FINAL FINISHES TO BE SELECTED BY ARCHITECT. IF THE BASE BUILDING HAS SIGNAGE IN PLACE WITHIN THE TENANT SPACE, VERIFY WITH ARCHITECT IF THESE SIGNS ARE TO REMAIN OR IF THEY ARE TO BE REPLACED WITH NEW SIGNS. OTHER TENANT SIGNS INCLUDING SUITE ENTRY SIGNS, TENANT ROOM SIGNS AND WORKSTATION SIGNS WILL BE BUDGETED SEPARATELY OUTSIDE OF THE GENERAL CONTRACTOR'S SCOPE OF WORK. END OF SPECIFICATIONS IF SPECIFICATIONS LISTED HERE CONTRADICT NOTES ON DRAWINGS, CONTACT ARCHITECT FOR CLARIFICATION. J 00(14 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18nil City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 192017 PERMIT CENTER rI N r LU • _IC%)( W W Q Z F- O uW Z=ate Q CY) Q C� Z - (Do W Z W CO 0 z 11565 REGIS I LRED ARCHITECT ERIC J. NIELSEN STATE OF WASHINGTON 12/09/2016 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGH" REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED B ERIC NIELSEN ARCHITECT I y 4 W • co • co 4 ri W 0 ct Z Q L F - PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: REVISIONS 11/30/2016 WATUK 30" X 42" SHEET SHEET CONTENTS: SPECS G104 HJC # Qty Contractor: Contact: Store Number: Store Address: Project Start Date: Manufacturer Circus Trix Order Form This confidential pricing list is the property of CircusTrix and Haines, Jones & Cadbury to be used by Circus Trix Only. Model Number Description Symbol UOM Spec Sheet Restroom Accessories 531994 $ - Mainline PB2312 1/2" x 18" SS Grab Bar WCI ea. NA 883491 r yyy ri Qy Mainline ML8924 1/2" x 24" SS Grab Bar WC1 ea. ,. 531996 h ILSS�'H C fr.. ,ys< svv m v Mainline PB2316 1/2" x 36" SS Grab Bar WC ea. W434 531999 Mainline PB2317 1/2" x 42" SS Grab Bar WC ea. o- 1269934 ASI 10-0199-1-00 Hand Dryer ADA URI ea. 806080 Meek M1510-1836 18" x 36" SS Channel Framed Mirror UR1 ea. NA 395098 y fl Meek M2513-2436 24" x 36" SS Channel Framed Mirror UR -1 ea. MS 524593 Bobrick B-270 Sanitary Napkin Disposal UR -1 ea. 1303383 0 Foundations 100 -EH Light Grey Wall Mntd Baby Changing Station URI ea. . Toilet & Bathroom Accessories/102800 Subtotal: $ 02100 285533 $ - Global ST2029A Blk PL, 7 stalls w/doors, 2 urinal screens WCI lot NA Plumbing Fixtures eat Fixtures/223000 Toilet Partitions/102100 Subtotal: $ 1095301 $ - Sloan ST2029A ADA Top Spud Water Closet WCI ea. rogo 1095300 r yyy ri Qy Sloan ST2009A Standard Top Spud Water Closet WC1 ea. NA 801072 h ILSS�'H C fr.. ,ys< svv m v Zurn Z6000AV-HET 1.28 GPF Flush Valve WC ea.ewe MAL yx 986739 Mainline ML1055SSC Elongated Open Front Toilet Seat WC ea. o- 663732 Toto UT -104E#-1 Top Stud Urinal ADA URI ea. 886532 Toto THU3O1O Strainer UR1 ea. NA 804163 y fl Zuni Z6003AV-EWS 0.5 GPF Flush Valve UR -1 ea. 813327 Zum Z6003AV-ULF 0.125GPF Pint Flush Valve (For California) UR -1 ea. 1313239 0 Zuni Z1221-F/UTIO4 Urinal Carrier URI ea. 1327658 Acme Millwork Restroom Lay Countertop 3 Station Lay Deck (8' L x 2'1" D) Ll ea. NA 437029 Mansfield 249-4 White Maverick 19 Diameter 4" Centers Self -Rimming Lavatory LI ea. ., :' 909106 Zurn Z81101 -XL -3M 4" Centerset Faucet, 0.5 GPM Aerator Ll ea. 1327652 Zurn Z81101 -XL -25M 4" Centerset Faucet, 0.35 GPM Aerator (For California) Ll ea. 733336 Mainline ML151 Heavy Duty Basket Body, Basket, 4" Tailpiece Ll ea. 812680 Mainline SS LAV Kit Comp Stops, SS Braided Hoses, P -trap, Ins, Escutcheon, LF Ll ea. 301781 Zurn Z5344 20x18 Wall Hung Lay, w/back splash L2 ea. cr�z 812680 HJC Lay Kit Stops, Escutcheons, P -Trap, Braided Hoses, Insulation Kit L2 ea. taxffi rr 1260984 Mainline MLDSE33213 33"x21 "x7-7/8" Stainless Steel Double Bowl Sink Drop -In SI ea. areas 1041950 Mainline MLD17213 17"x21 "x6-1/2" Stainless Steel Single Bowl Sink Drop -In SI ea. txac r:•, 1313237 Zurn Z812J4-XL-17F Faucet w/1.5GPM Aerator S1 ea. 733336 Mainline ML151 Heavy Duty Basket Body, Basket, 4" Tailpiece S1 ea. 812680 Mainline SS LAV Kit Comp Stops, SS Braided Hoses, P -trap, Ins, Escutcheon, LF Si ea. 913926 Zum 12-ZW1070XL TMV set to 105 degrees, Dbl Thrd Union, Brnz, LF, 1/2" ea. 913927 Zum 34-ZW107OXL TMV set to 105 degrees, Dbl Thrd Union, Brnz, LF, 3/4" ea. 605073 Oasis PACSL Wall Mounted Sandstone Powder Coat Steel Versacooler, ADA, Split Leverl, NON- CHILLED DF1 ea. 495023 Oasis 035174-001 Sanstone Powder Coat Steel ADA Apron DF1 ea. xxxe 812689 HJC EWC Kit Stops, Escutcheons, Trap, SS Braided Hoses DF1 ea. Eria- --- 286531 Josam 17550-WCBL Water Cooler Lamer DFI ea. 182417 Zum Z1996-24 24x24 Mop Sink MS ea. x- •`- 152090 Zurn Z843M1-RC Faucet with Integral Vacuum Breaker and Check Stops MS ea. tic ='.:. 792667 Zurn JP1996-HH Hose and Bracket MS ea. 799391 Zum JP1996-SDL Floor Strainer MS ea. '"a= 313147 Zum JP1996-MH Mop Hanger MS ea. NA 1208142 Bradford White LE16U3-1NAL 6 Gal Electric Water Heater, 1.5kW 120V/IPH/6OHZ WH ea. 1208010 Bradford White LE13OL3-3NCZ 30 Gal Electric Water Heater, 4.5kW/4.5kW 208V/3PH/60HZ WH -4 ea. moo 1208086 $ - Bradford White LE120U3-1NAP 19 Gal Electric Water Heater, 3.0kw 120V/IPH/60HZ WH1 ea. $ - 1051852 r yyy ri Qy Mainline MLST5 2 Gal Expansion Tank Fl ea. NA 1267004 h ILSS�'H C fr.. ,ys< svv m v Mainline ML13044 21x21x18 Galvanized Water Heater Stand Kit FIE ea. NA 958552 Mainline ML10898 20" Round Aluminum Circular Pan 2-1/8" Deep with Pre -Drilled 1" Drain Kit F2 ea. o- 992515 Wilkins 38-ZW387OXLT-4P 3/8" Lead Free Thermostatic Mixing Valve TMV ea. 845310 Wilkins 34-975XL2 3/4" Reduced Pressure Backflow Preventer BFP ea. w�a ;? 21283 y fl Wilkins 2-975XL2 2" Reduced Pressure Backflow Preventer BFP ea. Appliances Breakroom Equipment/114000 Plumbing & Equipment Fixtures/223000 Subtotal: S 1326997 $ - GE GUD24ESSJWWea. Stackable Unitized Spacemaker 2.0 DOE cu ft Washer and 4.4 cu ft Electric Dryer 23.75"Wx23.75"Dx74.5"H Color: White TBD Grand Total: $ - 1326212 r yyy ri Qy Frigidaire FFTR1821QW Top Freezer Refrigerators 18 cu ft 30"Wx29-7/8"Dx66-1/4"H Color: White Fl ea. NA 1326214 h ILSS�'H C fr.. ,ys< svv m v Frigidaire IM116000 Add-on: Top Mount Refrigerator Ice Maker Kit FIE ea. NA 1326217 GE PEB7226DFBB 2.2 cu ft Countertop Microwave Oven 1100W Color: Black F2 ea. o- reakroom >,gmpmenUJl4Uuu auorotal: Sub total: $ - Freight: TBD Tax To Be Calculated at Time of Shipment TBD Grand Total: $ - 1 HJC # Qty Circus Trix Order Form Contractor: Contact: Store Number: Spyder Monkey Store Address: Aurora, CO Project Start Date: Manufacturer This confidential pricing list is the property of Circus Tris and Haines, Jones & Cadbury to be used by Circus Trix Only. Model Number Description Symbol UOM Spec Sheet Mechanical 4000 1313585 S - York ZF24000OD4B5DAAIAl 20 Ton, York Large Sunline Single Packaged R-41 OA Air Conditioner, I OEER/11 LEER (CV) 12.5 IEER (Intellispeed)/11 IEER (VAV), Two Stage Cooling, No Factory Installed Electric Heat, 460-3-60, Single Wall Construction. Dry Bulb Low Leak Economizer w/Barometric Relief and Hoods (Bottom Return Only). 7.5HP High Static Belt Drive Blower. Supply Air Smoke Detector. Non Powered Convenience Outlet (110VAC). Non Fused Disconnect Switch. 2" Throwaway Filters. Galvanized Steel Drain Pan. Standard Condenser Coil. Standard Evaporator Coil. Standard Access Doors. Simplicity SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors. TBD ea. NA 1313597 r yyy ri Qy York ZF210C00B4B5DAAIAl 17.5 Ton York Large sunline Single Packaged R-41 OA Air Conditioner, 11 EER/11.9 JEER (CV)/13.1 IEER (Intellispeed)/11.9 IEER (VAV), Two Stage Cooling, No Factory Installed elecric Heat, 460-3-60, Single Wall construction. Dry Bulb Low Leak Economizer w/Barometric Relief and Hoods (Bottom Return Only). 5HP High Static Belt Drive Blower. Supply Air Smoke Detector. Non Powered Convenience Outlet (110VAC). Non Fused Disconnect Switch. 2" Throwaway Filters. Galvanized Steel Drain Pan. Standard Condenser Coil. Standard Evaporator Coil. Standard Access Doors. Simplicity SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors. Fl ea. NA 1313606 h ILSS�'H C fr.. ,ys< svv m v York ZF210N3OB4B5DAA1A1 17.5 Ton York Large sunline Single Packaged R-41 OA Air Conditioner, 11 EER/I 1.9 IEER (CV)/13.1 IEER (Intellispeed)/11.9 IEER (VAV), Two Stage Cooling, 300MBH Input Aluminized Steel, Two Stage Gas Hea, 460- 3-60, single Wall construction. Dry Bulb Low Leak Economizer w/Barometric Relief and Hoods (Bottom Return Only). 5HP High Static Belt Drive Blower. Supply Air Smoke Detector. Non Powered Convenience Outlet (110VAC). Non Fused Disconnect Switch. 2" Throwaway Filters. Galvanized Steel Drain Pan. Standard Condenser Coil. Standard Evaporator Coil. Standard Access Doors. Simplicity SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors. FIE ea. NA 1313615 York ZF240N30D4B5DAA1 Al 20 Ton, York Large Sunline Single Packaged R-41 OA Air Conditioner, 10EER/I 1 IEER (CV) 12.3 IEER (Intellispeed)/11 IEER (VAV), Two Stage Cooling, 300MBH Input Aluminized Steel, Two Stage Gas Heat, 460- 3-60, Single Wall construction. Dry Bulb Low Leak Economizer w/Barometric Relief and Hoods (Bottom Return Only). 7.5HP High Static Belt Drive Blower. Supply Air Smoke Detector. Non Powered Convenience Outlet (110VAC). Non Fused Disconnect Switch. 2" Throwaway Filters. Galvanized Steel Drain Pan. Standard Condenser Coil. Standard Evaporator Coil. Standard Access Doors. Simplicity SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors F2 ea. NA 1325107 York ZF24ON3OB4B5DAAI AI 20 Ton, York Large Sunline Single Packaged R-41 OA Air Conditioner, 10EER/1 I IEER (CV) 12.3 IEER (Intellispeed)/l1 IEER (VAV), Two Stade Cooling, 300MBH Input Aluminized Steel, Two Stage Gas Heat, 460- 3-60, Single Wall construction. Dry Bulb Low Leak Economizer w/Barometric Relief and Hoods (Bottom Return Only) with Economizer Fault Detection & Diagnostic. 5HP High Static Belt Drive Blower. 2" Throwaway Filters. Simplicity SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors. Supply Air Smoke Detector. Non Powered Convenience Outlet (110VAC). Non Fused Disconnect Switch. Galvanized Steel Drain Pan. Standard Condenser Coil. Standard Evaporator Coil. Standard Access Doors. F2E ea. 1325091 York ZJ300N30B2BSDAA2A 25 Ton, Four Stage Cooling, York Large Sunline Single Packaged R -410A Air Conditioner, 10.5 EER/ 11 IEER (CV)/ 12.1 IEER (Intellispeed)/ 11 IEER (VAV), 300 MBH Input Aluminized Steel, Two Stage Gas Heat, 208/230-3-60, Single Wall Construction, Dry Bulb Low Leak Economizer w/Barometric Relief and Hoods (Bottom Return Only) with Economizer Fault Detection & Diagnostic, 10HP Standard Static Belt Drive Blower, 2" Pleated Filters (MERV 8), Simplicity SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors, Non Powered Convenience Outlet (110 VAC), Non Fused Disconnect Switch, Supply Air Smoke Detector, Standard Evaporator Coil, Standard Condenser Coil, Standard Access Doors, Galvanized Steel Drain Pan F5 ea. w�a ;? 1327348 y fl York XP15OCOOD4B5GAA2A1 12.5 Ton, Two Stage Cooling, Single Packaged R-41 OA Heat Pump, Standard efficiency, 11 EER/I 0.8 IEER (CV)/ 11.3 IEER (Intellispeed), No Factory Installed Electric Heat, 460-3-60, Dry Bulb Low Leak Economizer with Barometric Relief and Hoods (Bottom or Horizontal End Return Only) with Economizer Fault Detection & Diagnostic, 5 HP High Static Belt Drive Blower, 2" Pleated Filters (MERV 8), Simplicity SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors, Non -Powered Convenience Outlet, Non Fused Disconnect Switch, Supply Air Smoke Detector, Phase Monitor, Copper Tube/Aluminum Fin Condenser Coil, Copper Tube/Aluminum Fin Evaporator Coil, Standard Cabinet with Composite Drain Pan F5 ea. 1327521 York XP15OCOOD2B2GAA2A1 12.5 Ton, Two Stage Cooling, Single Packaged R-41 OA Heat Pump, Standard efficiency, 11 EER/10.8 IEER (CV)/ 11.3 IEER (Intellispeed), No Factory Installed Electric Heat, 208/230-3-60, Dry Bulb Low Leak Economizer with Barometric Relief and Hoods (Bottom or Horizontal End Return Only) with Economizer Fault Detection & Diagnostic, 5 HP High Static Belt Drive Blower, 2" Pleated Filters (MERV 8), Simplicity SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors, Non -Powered Convenience Outlet, Non Fused Disconnect Switch, Supply Air Smoke Detector, Phase Monitor, Copper Tube/Aluminum Fin Condenser Coil, Copper Tube/Aluminum Fin Evaporator Coil, Standard Cabinet with Composite Drain Pan F5E ea. 1327536 0 York ZJ30000OB4B5DAA2AI 25 Ton, Four Stage Cooling, York Large Sunline Single Packaged R -410A Air Conditioner, 10.5 EER/ 11 IEER (CV)/ 12.3 IEER (Intellispeed)/ 11 IEER (VAV), No Factory Installed Electric Heat, 460-3-60, Single Wall Construction, Dry Bulb Low Leak Economizer w/Barometric Relief and Hoods (Bottom Return Only) with Economizer Fault Detection & Diagnostic, 1 OHP Standard Static Belt Drive Blower, 2" Pleated Filters (MERV 8), Simplicity SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors, Non Powered Convenience Outlet (110 VAC), Non Fused Disconnect Switch, Supply Air Smoke Detector, Standard Evaporator Coil, Standard Condenser Coil, Standard Access Doors, Galvanized Steel Drain Pan F5E ea. 1327524 York YHJD48S43S3 Heat Pump, 4 Ton, R-41 OA, Deluxe Jacket, Single Stage Compressor, 208/230-1-60, Sweat Connections X2 ea. 1327526 York MC60D3XC1 5.0 Ton Nominal, Multiposition Cased Coil, 24.5" Wide Cabinet, Flex Coil, Orifice or TXV to be field installed, Horicontal Drain Pan (Factory Installed) X4 ea. 1327528 York YHJD30S43S4 Heat Pump, 2.5 Ton, R -410A, Deluxe Jacket, Single Stage Compressor, 208/230-3-60, Sweat Connections EL ea. 1327530 York MV 12BN21 C Modular Air Handler with Variable ECM Motor, 1200 CFM Nominal, 17.5" Wide Cabinet 208/230-1-60 SD ea. 1327531 York MC35B3XC1 3.0 Ton Nominal, Multiposition Cased Coil, 17.5" Wide Cabinet, Flex Coil, Orifice or TXV to be field installed, Horizontal Drain Pan (Factory Installed) OCC WALL ea. 1327539 York AHE36C3XH21 3 Ton Nomial, Single Piece Air Handler with Standard ECM Motor (X13), 21" Wide Cabinet, Orifice or TXV to be field installed, horizontal Di alit Pau installed, 208/230 -1 -GO OCC ea. 1327542 York AHE48D3XH21 4 Ton Nomial, Single Piece Air Handler with Standard ECM Motor (X13), 24.5" Wide Cabinet, Orifice or TXV to be field installed, Horizontal Drain Pan Installed, 208/230-1-60 OCC ea. 1327543 York YHJD48S44S3 Heat Pump, 4 Ton, R-41 OA, Deluxe Jacket, Single Stage Compressor, 460-3-60, Sweat Connections ea. 1327542 York AHE48D3XH21 4 Ton Nomial, Single Piece Air Handler with Standard ECM Motor (X13), 24.5" Wide Cabinet, Orifice or TXV to be field installed, Horizontal Drain Pan Installed, 208/230-1-60 ea. 1325098 York YFE6OB215 5 Ton, Air Conditioner, Fin & Tube Air Conditioner, 14 SEER/ 1 -Stage, R -410A Refrigerant, 208/230-1-60 ea. 1327538 York YHJD36S44S4 Heat Pump, 3 Ton, R -410A, Deluxe Jacket, Single Stage Compressor, 460-3-60, Sweat Connections ea. 1327541 York YHJD42S44S4 Heat Pump, 3.5 Ton, R-41 OA, Deluxe Jacket, Single Stage Compressor, 460-3-60, Sweat Connections ea. 1325100 York TG8S100C2OMP I I General Tier, 80% AFUE, Single Stage Gas Valve, PSC Motor, 100 MBH, 21" Width Cabinet, 2000 CFM Nominal. Multi -Position, 115-1-60 ea. 1325102 York CF6OCBDA1 5 Ton, Full Case, Upflow/Downflow, Coil, 21" Cabinet Width, Factory Installed TXV Coils, Aluminum Tube ea. 1327355 York YCG24B21 S Air Conditioner, 2" Ton, 17 SEER/ 1 -Stage, R-41 OA Refrigerant, 208/230-1-60 ea. 1327356 York TM9E040AlOMP11 Mid Tier, 95% AFUE, Single Stage Gas Valve, X13 ECM Motor, 40 MBH, 14.5" Width Cabinet, 1000 CFM Nominal, Multi -Position, 115-1-60 ea. 1327534 York CM3OAXA1 2.5 Ton, Multi -Position Cased, Coil, 14.5" Cabinet Width, MaxAlloy Flex Coils, Aluminum Tube ea. 1327359 York YCG60B21S Air Conditioner, 5 Ton, 17 SEER/ 1 -Stage, R -410A Refrigerant, 208/230-1-60 ea. I1VAC Equipment/234000 Subtotal: $ Sub total: S - York TG9S100C20MP1 I General Tier, 95.5% AFUE, Single Stage Gas Valve, PSC Motor, 100 MBH, 21" Width Cabinet, 2000 CFM Nominal, Multi -Position, 115-1-60 TBD ea. S - 1317296 r yyy ri Qy York CM6OCXA1 5 Ton, Multi -Position Cased, Coil, 21" Cabinet Width, MaxAlloy Flex Coils, Aluminum Tube Fl ea. aaw 1325104 h ILSS�'H C fr.. ,ys< svv m v York YFE24B21 S 2 Ton, Air Conditioner, Fin & Tube Air Conditioner, 14 SEER` 1 -Stage, R -410A Refrigerant, 208/230-1-60 FIE ea. 1325106 York TG8SO4OAO8MP1 I General Tier, 80% AFUE, Single Stage Gas Valve, PSC Motor, 40 MBH, 14.5" Width Cabinet, 800 CFM Nominal, Multi -Position, 115-1-60 F2 ea. 1325107 York CF24ABAA1 2 Ton, Full Case, Upflow/Downflow, Coil, 14.5" Cabinet Width, Factory Installed TXV Coils, Aluminum Tube F2E ea. 1327349 York YCJD60S43S4 Air Conditioner, 5 Ton, R-41 OA, Deluxe Jacket, Single Stage Compressor, 208/230-3-60, Sweat Connections F5 ea. w�a ;? 1327351 y fl York MX2ODN21 Modular Air Handler with Standard ECM Motor (X13), 2000 CFM Nominal, 24.5" Wide Cabinet 208/230-1-60 F5 ea. 1327352 York MC62D3XC1 5.0 Ton Nominal, Multiposition Cased Coil, 24.5" Wide Cabinet, Flex Coil, Orifice or TXV to be field installed, Horicontal Drain Pan (Factory Installed) F5E ea. 1313595 0 York 2AQ04700524 CO2 Spac/Wall Mount Accessory F5E ea. 1313596 York 2CE04505446 54kW 460-3 Electric Heat X2 ea. 1325095 York 2ET077001124 Honeywell T7350, 2 Heatl4Cool, Auto/Manual Changeover, Electronic 7 Day Programmable X4 ea. 1317211 York 2ET077001224 Honeywell T7350, 2 Ileatl2Cool, Auto/Manual Changeover, Electronic 7 Day Programmable EL ea. 1325096 York 1LC2601 Locking Thermostat Cover SD ea. 1325097 York 2TS04705124 Remote Sensor for use with T7350 Thermostat OCC WALL ea. 1326206 York S1-LXLOCK Locking Ring for LX -Series Thermostats OCC ea. 1326208 York Sl-LXPLATE Wall Plate for LX -Series Thermostats OCC ea. 1324820 York IRC0471 Roof Curb- 14" High, Flat, Uninsulated, Full Perimeter (Shipped Knocked Down) ea. 1313594 York 1RC0437 Roof Curb- 14" High, Flat, Uninsulated, Full Perimeter (Shipped Knocked Down) ea. York S1-1TVMBAI Kit, TMV, R -410A, 3/4" CHATLEFF CO ea. York SI-1TVMBGI Kit, TMV, R -410A, 3/4" CHATLEFF CO ea. 1327533 York SI-ITVM4G1 5/8Mx5/8F R -410A Bolt -On TXV Kit ea. 1327540 York SI-ITVM4H1 5/8Mx5/8F R -410A Bolt -On TXV Kit ea. 1327354 York S1-1TVM4J1 5/8Mx5/8F R -410A Bolt -On TXV Kit ea. 1327355 York S1-4HK06501525 15kW 208/230-3-60 Electric Heat without Circuit Breaker ea. 1327356 York SI-THXU280 Touch -Screen Thermostat with Proprietary Hexagon Interface ea. 1327534 York SI-1FRO817 Filter Rack with Filter and Bracket ea. 1327359 York S1-1FR0824 Filter Rack with Filter and Bracket ea. I1VAC Equipment/234000 Subtotal: $ Sub total: S - Freight: TBD Tax To Be Calculated at Time of Shipment TBD Grand Total: S - HJC # Qty Contractor: Contact: Store Number: LIGHTING PRICING Store Address: CircusTrixx Order Form Project Start Date: TBD Manufacturer This confidential pricing list is the property of CirWSTrixx and Haines, Jones & Cadbury to be used by CircusTrixa Only. Model Number Description Symbol UOM Spec Sheet Interior Lighting/265100 1312674 $ EMERGI LITE EL-2LED SURFACE MOUNT LED EMERGENCY LIGHT E2 ea. $ - 1317296 r yyy ri Qy ILP WTZ8 44WLED UNIV 40 RAFL 8' WET LOCATION LED STRIP Fl ea. aaw 1317298 h ILSS�'H C fr.. ,ys< svv m v ILP WTZ8 44WLED UNIV 40 RAFUILBCP10 8' WET LOCATION LED STRIP W/EM BALLAST FIE ea. 1317006 ILP FZ4A 3OWLED UNIV 40 FRAL 4' LED STRIP LIGHTS F2 ea. 1317014 ILP FZ4A 3OWLED UNIV 40 FRAL'ILBCPI O 4' LED STRIP W/EM BACKUP F2E ea. 1316968 VISIONAIRE BHB-2-T5-64LC-10-4K-UNV-GM LED HIGHBAY F5 ea. w�a ;? 1317302 y fl RIZE RWC3YH1OK(30201) SET OF 10' Y SNAP HOOK CABLE STYLE HANGER F5 ea. 1316968 VISIONAIRE BHB-2-T5-64LC-I0-4K-UNV-GM LED HIGHBAY W/EM BACKUP F5E ea. 1317302 0 RIZE RWC3YH1OK(30201) SET OF 10' Y SNAP HOOK CABLE STYLE HANGER F5E ea. 1312708 EMERGI LITE ELXN400RN LED EXIT LIGHT X2 ea. 1246261 EMERGI LITE ELXN400R-2LED LED EXIT LIGHT COMBO X4 ea. 1317211 EMERGI LITE EMIU-720 720 WATT INVERTER FOR EM OPERATION OF LED HIGHBAYS EL ea. 1327581 LUTRON DVTV-WH 0-10 VOLT WALL MOUNT DIMER SWITCH SD ea. 1241634 PREMIER IS-WLS1-W Wall Mounted Occupany Sensor/ Swich Passive Infrared with Integral "OFF" OCC WALL ea 1317231 LEVITON OSC20-MOW CEILING MOUNTED MOTION SENSOR OCC ea. 1317230 LEVITON OPP2O-D2 LOW VOLTAGE POWER PACK OCC ea. Interior Lighting/265100 Subtotal: $ Exterior Lighting (Building)/265600 1312690 $ EMERGI LITE BZ -LUX -SD -CW LED SURFACE MOUNT WET LOCATION EMERGANCY LIGHT (MR16 STYLE NO LONGER AVAILABLE) El ea. $ - 1327083 r yyy ri Qy PREMIER DU -SQ -HW I2 -RED RED WET LOCATION LED UP LIGHT(COLOR MUST BE VERIFIED PER STORE) WI ea. aaw 1327086 h ILSS�'H C fr.. ,ys< svv m v PREMIER DU -SQ -HW I2 -BLUE BLUE WET LOCATION LED UP LIGHT(COLOR MUST BE VERIFIED PER STORE) WI ea. 1327090 PREMIER DU -SQ -HW 12 -GREEN GREEN WET LOCATION LED UP LIGHT(COLOR MUST BE VERIFIED PER STORE) W 1 ea. 1321550 ABB LIGHTING WPCT-18-40-1-A SLIM LOW WATTAGE LED WALL PACK WP ea. Exterior Lighting (Building)/265600 Subtotal: $ Exterior Lighting (Parking Lot)/265700 1321561 $ VISIONAIRE LIGHTING PGR-1-T4-48LC-7-4K-UNV-BOA-BZ ROUND LED SITE LIGHT HEAD 11,000 LUMEN 4000K TYPE 4 P ea. $ - 1321565yu r yyy ri Qy VISIONAIRE LIGHTING CT-SNTS-4S-I1-15'-913C-SI-BZ(NO BOLTS) 15' SSS POLE BRONZE P ea. 1149070 h ILSS�'H C fr.. ,ys< svv m v VISIONAIRE LIGHTING ABL343 Set of Four Anchor Bolts 3/4"x30" P ea. Contractor: Contact: Store Number: Store Address: Exterior Lighting (Parking Lot)/265700 Subtotal: $ Sub total: $ - Estimated Freight: Approximately 321f of counter w/cabinets beneath, Laminate TBD Estimated Sales Tax: $ - TBD Grand Total: $ - CircusTrix Order Form Project Start Date: TBD This confidential pricing list is the property of CircusTrix and Haines, Jones & Cadbury to be used by CircusTrix Only. HJC # Qty Manufacturer Model Number Description Symbol UOM Millwork Casework & Counter To s/124000 1315399 $ - Acme Front Desk Approximately 321f of counter w/cabinets beneath, Laminate TBD Grand Total: $ - 1315400 Breakroom Cabinets and Components 1315368 Non -Locking cubbies 36"x36"x12" 6 Bays Open Cubbies Finish: Melamine 1327836 Non -Locking cubbies 36"x36"x12" 9 Bays Open Cubbies Finish: Melamine 1315401 Locking Cubbies Cubbies/Doors and Locks, melamine 1315405 Mezzanine Table 16"Wx96"Lx34"H Mezzanine Table, 6 legs 1326236 Mezzanine Table l6"x84"x34"H Laminated 1-1/8" Particleboard Top with 6 Legs Casework & Counter Tops/124000 Subtotal: $ Sub total: $ - Estimated Freight: TBD Estimated Sales Tax: TBD Grand Total: $ - NOTE: Materials and labor to manufacture the items listed : Packaging and pallets suitable for LTL shipping Corrugated classing on Waiver Counter REVIEWED FOR CODE COMPLIANCE APPROVED IJUL 18 2011 City of Tukwila BUILDING /.VISION r-7 RECEIVED CITY OF TUKWILA JAN 1 9 2017 PERMIT CENTER U ERIC J. NEELSEN STATE OF WASHINGTON 12/09/2016 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGH- REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED B ERIC NIELSEN ARCHITECT Q a.W J 0 a. H H V OC CD Z J I y W k co 1Z coari a cnco W 0 o z Y♦ I PROJECT NUMBER: 2015-0116 DRAWN BY: APPROVED BY: EJN EJN ISSUE DATE: 11/30/2016 REVISIONS DESCRIPTION WATUK 30" X 42" SHEET SHEET CONTENTS: OWNER PROVIDED G105 03 O O w J U- J F- Z w U 7 9 N 0 N � E FIRST FLOOR EAST DEMO PLAN N I 3/32" = 1'-0" nm 0 45 SCJ ri=", \ IIL- FJ� `II II I yDDII = r� L �I LJ \JI y R - II II LL II I I I I I I I I EXISTING FIRE RISER, TO REMAIN EXISTING FIRE HOSE LOCATION ON COLUMN, GC TO VERIFY AND REMOVE IF POSSIBLE ELECTRICAL, TO REMAIN GAS LINE, VERIFY AND DEMO DEMO EXISTING BOLLARDS, TYP (4) GC TO VERIFY AND DEMO EQUIPMENT RELOCATE ANY REQUIRED ELECTRICAL EQUIPMENT TO ELECTRICAL ROOM _ r\/ -n Y I� d -/ —,C -7C w DEMO EXISING CARPET DEMO EXISING CARPET II I II II II I 10 UP DEMO NOTES REMOVE ANY MISCELANEOUS EXISTING EQUIPMENT AND ASSOCIATED WIREING BACK TO SOURCE. REMOVE ALL EXISTING FURRING ON INTERIOR FACE OF ALL EXISTING WALLS ALL CEILINGS WILL BE EXPOSED STRUCTURE. REMOVE ANY UNNECESSARY EQUIPMENT AND ASSOCIATED WIRING BACK TO SOURCE, CLEAN AND PAINT DECK, STRUCTURE, SPRINKLER PIPES, ETC. REMOVE ANY EXISTING EXIT LIGHTING NOT REQUIRED ON NEW LAYOUT DEMO CHAINLINK FENCE EXISTING FIRE RISER, TO REMAIN EXISTING BOLLARDS, TO REMAIN, TYP. EXISTING ELECTRICAL TO REMAIN TYP. EXISTING DOCK LEVELER AND OTHER EQUIPMENT, TO REMAIN DEMO EXISTING VOICE AND DATA DEMO WALLS, DOORS, CEILINGS, HVAC AND PLUMBING IN THIS AREA AS SHOWN EXISTING WATER HEATER, TO REMAIN DEMO EXISTING HVAC UNIT DEMO EXISTING COUNTER AND CASEWORK RELOCATE DOOR DEMO EXISTING DOOR DEMO SHELVES FOR NEW DOOR LOCATION EXISTING DATA/ FIRE ALARM TO REMAIN UP FIRST FLOOR WEST DEMO PLAN DEMO EXISING CARPET DEMO EXISING CARPET 202 201 1 MEZZANINE DEMO PLAN DEMO EXISTING OPERABLE GATE AND RELATED EQUIPMENT DEMO PORTION OF EXISTING WALL AS SHOWN DEMO EXISTING WALL DEMO EXISTING WALL REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 1 9 2017 PERMIT CENTER ovy C\1 • REGISTERED ARCHITECT ERIC J. NIELSEN STATE OF WASHINGTON 12/09/2016 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGH- REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED B ERIC NIELSEN ARCHITECT a. 0 u. Ct re 03 TE ui 0 is ct PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS # DATE DESCRIPTION WATUK 30" X 42" SHEET SHEET CONTENTS: DEMO PLANS A100 OWNER SUPPLIED MATERIAL INFORMATION, REF G105 FOR OWNER SUPPLIED EQUIPMENT TRAMPOLINE SURFACE AREAS SILKS SLACKLINE3 770 SF SILKS SLACKLINE 770 SF TUMBLE TRACK 8X1 664 SF TUMBLE TRACK 8X1 664 SF TUMBLE TRACK 8X30 499 SF SILKS SLACKLINE 770 SF SILKS SLACKLINE3 770 SF KIDS FLAT 20 802 SF TUMBLE TRACK 8X1 664 SF DODGEBALL ANGLED 5003 SF BASKETBALL DUNK HALF 2 607 SF JUMP PITS WARPED LAUNCH RAMP LAUNCH SHIPS BIGGER 5473 SF SILKS SLACKLINE4 0 SF EURO TRIPPLE ACRYLIC 995 SF MAIN COURT 10 X 10 MODIFIED3 10639 SF FOAM PIT1 340 SF TUMBLE TRACK 8X1 664 SF FREESTYLE 8X70 DOUBLE 2 578 SF 30674 SF TRAMPOLINE FOAM PIT VOLUMES Family TRAMPOLINE AREA FOAM PIT DEPTH FOAM VOLUME SILKS SLACKLINE3 770 SF 3 2310 CF SILKS SLACKLINE 770 SF 3 2310 CF TUMBLE TRACK 8X1 664 SF 1772 SF 1992 CF TUMBLE TRACK 8X30 499 SF 1 125 1497 CF SILKS SLACKLINE 770 SF 3 2310 CF SILKS SLACKLINE3 770 SF 3 2310 CF KIDS FLAT 20 802 SF STAIR 72in 2405 CF DODGEBALL ANGLED 5003 SF 105 SF 15009 CF BASKETBALL DUNK HALF 2 607 SF SC 1822 CF JUMP PITS WARPED LAUNCH RAMP LAUNCH SHIPS BIGGER 5473 SF STAIR 72in 16420 CF SILKS SLACKLINE4 0 SF 3 0 CF EURO TRIPPLE ACRYLIC 995 SF 106 2986 CF FOAM PIT1 340 SF PARTY PIT 18 IN TIERS 1020 CF FREESTYLE 8X70 DOUBLE 2 578 SF 73 SF 1734 CF 18042 SF 54126 CF WALL PAD LOCATIONS AND AREAS (ASSUMES PADS ARE 8' HIGH FROM TRAMPOLINE SURFACE) LOCATION 1 AREA LENGTH IN FEET PARKOUR LANES j 1000 SF 125 PARKOUR LANES 1000 SF 125 DODGEBALL ANGLED 813 SF 102 JUMP PITS WARPED LAUNCH RAMP LAUNCH SHIPS BIGGER 1772 SF 222 PARKOUR LANES 1000 SF 1 125 9 5586 SF 699 OWNER SUPPLIED : CONTRACTOR TO COORDINATE INSTALL DATE: RUBBER WALL AND FLOORING, VINYL NOSING, AND RUBBER STAIR TREADS AND RISERS EVERLAST FITNESS FLOORING OR APPROVED EQUAL ALL PLATFORM SURFACES: ROLL - RUBBER - L1, EVERLAST EL34 6MM X 48IN ALL VERTICAL PLYWOOD SURFACES: ROLL - RUBBER - L1, UNDERLAYMENT 7619111 (BL56) 3MM X 361N VINYL NOSING: 2" X 3" ON RUBBER FLOORING EDGES AT FOAM PITS, SEATING, PLATFORMS, AND ALL EDGES NOT COVERED BY TRAMPOLINE PADDING ALL JUMP BOXES AND SLACKLINE STRUCTURE COVERS TO HAVE NOSING ON ALL UPPER EDGES, AND 6MM RUBBER FLOORING ON SIDES AND TOP ALL STAIRS TO HAVE PREMADE TREADS AND RISERS ALL PLYWOOD SURFACES, HORIZONTAL AND VERTICAL, WILL BE COVERED WITH RUBBER FLOORING BY OWNER. - SOME 3/4" FC PLYWOOD DOES NOT HAVE AN EVEN FINISH AND MAY NEED FILLER IN THOSE LOCATIONS IN ORDER TO PROVIDE A SMOOTH SURFACE FOR RUBBER INSTALATION. CONTRACTOR TO COORDINATE W/ OWNER. 205'-0" BASKETBALL:::: WOMEN 138 MEN 137 UTILITY 135 DATA 134 MECHANICAL 133 WAIVER BY OWNER TRUSS AT WAITING BY OWNER It i Lt. It it is It ill WAIVER 1 BY OWNER i 1 ii ----a- EXISTING Ii EXISTING KITCHEN I € STORAGE I': ELECTRICAL 113 ELECTRICAL _ 1FIRST FLOOR PLAN I 3/32" =1'4r 4:°) 113 2 -HR RATED NON-BEARING WALL UL NO. U403 OR EQUAL EXISTING FIRE HOSE LOCATION - GC TO VERIFY AND REMOVE IF POSSIBLE. - IF NOT POSSIBLE TO REMOVE, VERIFY IF POSSIBLE TO RELOCATE TO EXTERIOR WALL. - IF IT MUST REMAIN. RAISE TO MAX ALOWABLE ABOVE PLATFORM AND PROVIDE TAMPER PROOF COVER PROVIDE CHAINLINK FENCE AND LOCKABLE GATE FOR ACCESS. REMOVE ANY SIGNAGE SHOWING THIS AS AN EMERGENCY EXIT NEW 4' X 4', 3'-4" AFF, STOREFRONT WINDOW WITH ONE WAY MIRROR GLASS EXPAND ROOM AND INSTALL RELOCATED/NEW EQUIPMENT AS CLOSE AS POSSIBLE TO EXISTING EQUIPMENT FOR A MINIMUM ROOM SIZE. EXTEND NEW AND EXISTING WALLS TO DECK 1,-0" 8'-0" MATERIAL LOCATION DESCRIPTION 1/2" GYP FIRE RATED AT VERTICAL LOCATIONS ON PLATFORM AS SHOWN ON FRAMING PLAN 1/2" PLYWOOD FIRE RATED AT ALL VERTICAL LOCATIONS ON PLATFORM. PIT EDGES. BLOCKING FOR PADS 3/4" PLYWOOD TONGUE AND GROOVE FIRE RATED SURFACE OF ALL PLATFORMS, RAMPS, AND STAIRS METAL STUD FRAMING ALL FRAMING ASSOCIATED WITH PLATFORM WOOD STUD FRAMING ALL WALLS ASSOCIATED WITH MEZZANINE GYP AREAS Material: Name Material: Area Description GYPSUM BOARD 1/2" 2701 SF 3-5/8" METAL STUDS W/ 1/2" GYP BD BOTH SIDES GYPSUM BOARD 5/8" 2026 SF 965 SF GYPSUM BOARD 5/8" Type "X" 19753 SF 6" METAL STUDS W/ TWO LAYERS 5/8" TYPE "X" GYP BD BOTH SIDES GYPSUM BOARD FC 1508 SF 4 GYPSUM WALL BOARD 2 760 SF EXTERIOR INFILL 26747 SF THIS IS ALL THE GYP IN THE PROJECT. I NEED TO COMBINE SIMILAR ONES SO IT SCHEDULES CORRECTLY MATERIAL AREAS PROVIDED ARE APPROXIMATE AND SHOULD BE VERIFIED BY THE CONTRACTOR WALLS NEW CONSTRUCTION MARK Description Length Area Count W7 5" WALL 44'-5 1/4" 965 SF 7 W7 3-5/8" METAL STUDS W/ 1/2" GYP BD BOTH SIDES 38'-11 1/4" 210 SF 4 W7 3-5/8" METAL STUDS W/ 1/2" GYP BD BOTH SIDES 129'-0 1/4" 1350 SF 9 CL 4' CHAIN LINK FENCE 562'-3 1/4" 2149 SF 25 PLATFORM AREAS Material: Name TEXT Material: Area 36" PLATFORM 105 SF 30838 SF 66" PLATFORM 161 SF 15362 SF Grand total: 7 46200 SF ADDITIONAL PLYWOOD FRAMING RAMP TO 36IN PLATFORM 18.5.18 161 SF FLOOR FINISH STAIR 72in 105 SF DIMENSIONAL DATA RAMP TO 361N PLATFORM 18.5.18 161 SF 100 PARTY PIT 1' 219 SF PAINT, SHERWIN WILLIAMS - 7072 ONLINE GRAY - ROOMS RAMP TO 361N PLATFORM 18.5.18 161 SF 442' - 6" PARTY PIT U SHAPED 212 SF SC STAIR 47in 57 SF 5617 SF STAIR 72in 105 SF PARTY C Generic Models 5 211 SF RAMP TO 361N PLATFORM 18.5.18 161 SF 103 STAIR 72in 105 SF PT STAIR 72in 105 SF 59' - 9" BASKETBALL DUNK HALF 2 246 SF SC JUMP PITS WARPED LAUNCH RAMP LAUNCH SHIPS BIGGER 1612 SF 210 SF STAIR 72in 105 SF STORAGE STAIR 47in 57 SF RAMP TO 301N PLATFORM 30FT RUN 128 SF 106 RAMP TO 361N PLATFORM 18.5.18 161 SF PT PARTY PIT 18 IN TIERS 336 SF 50' - 1" STAIR 471N 36 IN RISE 73 SF (EXISTING) 4479 SF +/- 6'-8" +/- 20'-8" BAR FOB IBC II II II II II KITCHEN WOMEN'S MEN'S MECH. 204 205 207 PARTY 2A 206 PARTY 2C 202 <2 A115 PARTY 2B 201 EVERYTHING IS TO BE PAINTED UNLESS NOTED OTHERWISE, CEILING, WALLS, STRUCTURE, ETC. ALL CEILINGS OPEN TO STRUCTURE ARE TO BE PAINTED BLACK THROUGHOUT ACT -1 ROOM NAME FLOOR FINISH WALL FINISH NOTES DIMENSIONAL DATA AREA PERIMETER 100 ENTRY CORRIDOR PT -1 PAINT, SHERWIN WILLIAMS - 7072 ONLINE GRAY - ROOMS PT -2 2270 SF 442' - 6" 101 WAITING SC PT FIBERGLASS REINFORCED PANELS - WHITE - RESTROOMS ALL WALLS TO 8', PROVIDE J OR T MOLDING AT ALL EDGES 5617 SF 463' - 7" 102 PARTY C SC PT 213 SF 60' - 6" 103 PARTY B SC PT 208 SF 59' - 9" 104 PARTY A SC PT 210 SF 60' - 1" 105 STORAGE SC PT 206 SF 57' - 7" 106 OFFICE SC PT 156 SF 50' - 1" 108 MEN'S (EXISTING) (EXISTING) 146 SF 58' - 0" 109 WOMEN'S (EXISTING) (EXISTING) 140 SF 64' - 3" 110 EXISTING KITCHEN (EXISTING) (EXISTING) 35 SF 23' - 11" 111 EXISTING STORAGE (EXISTING) (EXISTING) 39 SF 25' - 0" 112 BREAK SC PT 153 SF 49' - 7" 113 ELECTRICAL SC (EXISTING) 183 SF 82' - 8" 113 ELECTRICAL SC (EXISTING) 90 SF 40' - 7" 133 MECHANICAL SC (EXISTING) 41 SF 26' - 4" 134 DATA SC (EXISTING) 50 SF 30' - 0" 135 UTILITY SC (EXISTING) 42 SF 26' - 9" 137 MEN (EXISTING) (EXISTING) 292 SF 89' - 0" 138 WOMEN (EXISTING) (EXISTING) 243 SF 84' - 0" 201 PARTY 2B SC PT 298 SF 81' - 3" 202 PARTY 2C SC PT 349 SF 91' - 5" 203 KITCHEN (EXISTING) (EXISTING) 70 SF 33' - 7" 204 WOMEN'S (EXISTING) (EXISTING) 126 SF 58' - 9" 205 MEN'S (EXISTING) (EXISTING) 96 SF 49' - 1" 206 PARTY 2A SC PT 344 SF 76' - 6" 207 MECH. SC PT 44 SF 28' - 3" 208 VIEWING SC PT 42271 SF 909' - 3" 400 INDOOR PARKING SEALED CONC. PT 33920 SF 740' - 10" NEW CATWALK MATCH EXISTING MEZZANINE CONSTRUCTION AT IN NEW OPENINGS AND INFILLS, PROVIDE RAILING TIED INTO AND MATCHING EXISTING TYP. MEZZANINE NOTE: THE GOAL IS TO OPEN UP ALL WALLS OVERLOOKING PLATFORM AREA AS MUCH AS POSSIBLE AND KEEP EXISTING MEZZANINE CEILING. WALL IN PARTY 2A TO REMAIN REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 2017 • City of Ttrila BUIL IG ptvtsioN OH FINISH SCHEDULE ACT -1 NOT USED CP NOT USED GYP FIRE RATED GYPSUM BOARD, PAINTED MEL -1 BLACK MELAMINE PLAM-1 ABET LAMINATI 421 SEI -BK (OR EQUAL) PT -1 PAINT, SHERWIN WILLIAMS - 7072 ONLINE GRAY - ROOMS PT -2 PAINT, SHERWIN WILLIAMS - 7070 TRICORN BLACK - EVERYTHING UNO RB RUBBER COVE BASE 4" BLACK - ALL GYP & FRP WALLS SC SEALED CONCRETE - TROWELED TO A HIGH SHEEN FINISH AND SEALED FRP FIBERGLASS REINFORCED PANELS - WHITE - RESTROOMS ALL WALLS TO 8', PROVIDE J OR T MOLDING AT ALL EDGES VCT ARMSTRONG CLASSIC BLACK 51910 AND SOFT WARM GRAY 51861 IN 6' DIAMOND PATTERN FINISH NOTES 1 INSTALL ALL FENCE POSTS PRIOR TO INSTALLING RUBBER FLOORIING 2 INSTALL VINYL BASE AT ANY VISIBLE LOCATION WHERE A GYP WALL TERMINATES AT FLOOR OTHER THAN ON THE MAIN PLATFORM 3 BLACK PAINT IS TO HAVE AN EGGSHELL FINISH ON ALL GYP. SURFACES ASSOCIATED WITH PLATFORM 4 EXPOSED CONCRETE TO BE CLEANED AND PREPPED FOR SEALANT. TENANT WILL PROVIDE FINAL WAXING AND BUFFING. NO FINISH REQUIRED FOR FLOOR COVERED BY PLATFORMS AND TRAMPOLINE 5 ALL CEILINGS WILL BE EXPOSED STRUCTURE. REMOVE ANY UNNECESSARY ELELMENTS, CLEAN AND PAINT DECK, STRUCTURE, SPRINKLER PIPES, ETC. 6 WALL PADDING PROVIDED AND INSTALLED BY OTHERS. CONTRACTOR TO COORDINATE 7 FLOOR UNDER TRAMPOLINES AND PLATFORMS IS TO HAVE EXISTING FINISH REMOVED AND SURFACE CLEANED, SEALED CONCRETE IS NOT REQURIED 8 PAINT ALL VISIBLE STRUCTURE BELOW ANGLED TRAMPOLINES BLACK 9 ALL CEILINGS WILL BE EXPOSED STRUCTURE. REMOVE ANY UNNECESSARY EQUIPMENT AND ASSOCIATED WIRING BACK TO SOURCE, CLEAN AND PAINT DECK, STRUCTURE, SPRINKLER PIPES, ETC. CHAIN LINK FENCE (CL): 2 3/8" POLES, 4" X 4" X 1/4" BASE PLATE WELDED TO BOTTOM OF EACH POLE. CHAIN LINK FENCING TO BE 9 GAUVANIZED. PROVIDE TOP AND BOTTOM RAILS AT ALL LOCATIONS. FENCE FABRIC IS TO BE INSTALLED ON OUTSIDE FACE. - PROVIDE VINYL COATED FENCING AS A BID ALTERNATE - PLAN NOTES 1 TRAMPOLINES AND FRAMES INSTALLED AND PROVIDED BY OTHERS. CONTRACTOR TO COORDINATE 2 ALL INTERIOR DIMENSIONS ARE TO FACE OF METAL STUD IN NEW CONSTRUCTION U.N.O., AND FACE OF EXISTING WALLS. 3 PLATFORM ELEVATIONS ARE TO TOP FACE OF PLYWOOD 4 PROVIDE HORIZONTAL U -CHANNEL BRIDGING AT 4'-0" A.F.F. IF NO PLYWOOD SHEATHING IS SHOWN AT PLATFORM SUPPORT WALLS 5 1" CLEAR SPACE IS ACCOUNTED FOR FROM PLATFORM FRAMING TO TRAMPOLINE FRAME. VERIFY WITH TRAMPOLINE MANUFACTURERS PLAN. 6 ALL DECKING TO BE 3/4" TONGUE AND GROOVE FIRE -RATED PLYWOOD W/ ADHESIVE AND COUNTERS SUNK SCREWS 7 REFERENCE PLATFORM FRAMING PLAN FOR LOCATIONS OF GYP. VS. PLYWOOD ON PLATFORM VERTICAL SURFACES 8 9 ALL PITS TO HAVE 1/2" FIRE RATED PLYWOOD FROM F.F. TO TOP OF DECK 10 WALL PADS PROVIDED BY AND INSTALLED BY TENANT. NETS AROUND TRAMPOLINES INSTALLED & PROVIDED BY TENANT MECHANICAL, ELECTRICAL, AND PLUMBING NOTES REMOVE ANY MISCELANEOUS EXISTING EQUIPME6T AND ASSOCIATED WIREING BACK TO SOURCE. "El ELECTRICAL ANY EXISTING OUTLET/POWER ON COLUMNS IN MAIN SPACE ARE TO BE REINSTALLED @ 16" ABOVE NEW ADJACENT PLATFORM. REMOVE ANY EXISTING EXIT LIGHTING NOT REQUIRED ON NEW LAYOUT OUTLET COVERS: WHITE IN ROOMS, BLACK IN MAIN COURT, GALVANIZED IF EXPOSED MECHANICAL IN OPEN AREA MOUNT ALL THERMOSTATS @ 5'-6" ABOVE DECK OR FLOOR AT NEAREST POINT BELOW EACH UNIT ON COLUMN. INSTALL TAMPER PROOF COVERS. ALL DUCTWORK IS TO BE INSTALLED TIGHT TO CEILING. SLOPING IF CEILING SLOPES PLUMBING DEMO NOTES REMOVE ANY MISCELANEOUS EXISTING EQUIPME6T AND ASSOCIATED WIREING BACK TO SOURCE. "El REMOVE ALL EXISTING FURRING ON INTERIOPUE° OF ALL EXISTING WALLS ALL CEILINGS WILL BE EXPOSED STRUCTURE. JAh REMOVE ANY UNNECESSARY EQUIPMENT AND ASSOCIATED VVIRING BACK TO SOURCE, CLEARER:MI PAINT DECK, STRUCTURE, SPRINKLER PIPES, ETC. REMOVE ANY EXISTING EXIT LIGHTING NOT REQUIRED ON NEW LAYOUT GENERAL CONTRACTOR NOTES TUKWI CENTE CONTRACTOR IS TO REWORK EXISTING SPRINKLER SYSTEM AS REQUIRED FOR PROPER COVERAGE ON NEW LAYOUT. CONTRACTOR IS TO PROVIDE DRAWINGS IF REQUIRED BY AUTHORITY HAVING JURISDICTION PROVIDE SOUND INSULATION IN ALL WALLS. PROVIDE OWNER WITH BID ALTERNATE FOR INSULATION TO BE BATT INSTEAD OF MINERAL WOOL. CONTRACTOR TO PATCH ANY DAMMAGED INSULATION AS ,REQUIRED IN ENTIRE BUILDING 11565 \ REGISTERED ARCHITECT ERIC J. NIELSEN STATE OF WASHINGTON 12/09/2016 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGH1 REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED B ERIC NIELSEN ARCHITECT a. 0 um co Ce co 03 ci PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS # I DATE DESCRIPTION WATUK 30" X 42" SHEET SHEET CONTENTS: FLOOR PLAN - TRAMPOLINE PLAN A110 +1- 210'-0" 73) tC co 0 co 20'-10" L3 19 CL 2 LOADING DOCK OH 36 \\\\\\\\ \\\ FIRST FLOOR EXISTING PLAN I I 3/32" = 1'-0" D PARKING TOTAL: 34,418 SF TOTAL PARKING SPACES: 94 PARKING AREA SCOPE: VERIFY FINAL LAYOUT WITH OWNER PRIOR TO INSTALL PROVIDE 100 CONCRETE WHEEL STOPS DOWELED IN TO EXISTING SLAB PROVIDE ALL STRIPING, ARROWS, AND SPACE DESIGNATIONS AS SHOWN. PAINT EXTERIOR WALLS CLEAN AND RESEAL SURFACE, JOINTS, AND CRACKS. PAINT ALL COLUMNS SAFETY YELLOW UP TO 10' WATERPROOFING NOTE: BOTTOM 4' OF FIRE RATED WALL IS TO BE MOISTURE RESISTANT FIRE RATED GYP. BOTH SIDES. PROVIDE MEMBRANE, SPRAYED ON, OR OTHER WATERPROOFING LAYER AT BASE OF RATED DEMISING WALL AS REQUIRED TO KEEP OUT WATER OR HOSE SPRAY. NOTE INTENTION ON BID. MECHANICAL NOTE: REF. MECH FOR SIDEWALL MOUNTED EXHAUST FAN. EXISTING GAS HEATERS AREA TO REMAIN IN PARKING AREA. MODIFY GAS LINES AS REQUIRED. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 10 2017 PERMIT CENTER REGISTERED ARCHITECT JON NIELSEN =,TE CF V SHINC 0 4 c5-16''111 4/14/17 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT, REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED BY ERIC NIELSEN ARCHITECT PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS # DATE DESCRIPTION 1 1/25/17 ADDENDUM 1 6 4/14/17 ADDENDUM 5 WATUK 30" X 42" SHEET SHEET CONTENTS: FLOOR PLAN - PARKING PLAN A110.1 X / \ TRUSS AT AITING Sir FRONT DESK F OIBC 1J umummin MERMEN 11101111111111 .•RUR111 11111111■■■■' 1 FIRST FLOOR RCP I 3/32" = OPEN TO STRUCTURE THROUGHOUT SPACE, CLEAN AND PAINT BLACK STRUCTURE, DECK, EXISTING CEILING TO REMAIN THROUGHOUT MEZZANINE NEW WALLS TO UNDERSIDE OF EXISTING CEILING. REWORK LIGHTING AND HVAC AS REQUIRED FOR NEW LAYOUT. RCP NOTES PATCH AND REPAIR ALL WALL AND CEILING INSULATION THROUGHOUT BUILDING IF REQUIRED ALL CEILINGS OPEN TO STRUCTURE ARE TO BE PAINTED BLACK THROUGHOUT BUILDING, INCLUDING DUCTS, WIRING, AND OTHER TRADE RELATED ITEMS ii•�, 1 Sir FRONT DESK F OIBC 1J umummin MERMEN 11101111111111 .•RUR111 11111111■■■■' 1 FIRST FLOOR RCP I 3/32" = OPEN TO STRUCTURE THROUGHOUT SPACE, CLEAN AND PAINT BLACK STRUCTURE, DECK, EXISTING CEILING TO REMAIN THROUGHOUT MEZZANINE NEW WALLS TO UNDERSIDE OF EXISTING CEILING. REWORK LIGHTING AND HVAC AS REQUIRED FOR NEW LAYOUT. RCP NOTES PATCH AND REPAIR ALL WALL AND CEILING INSULATION THROUGHOUT BUILDING IF REQUIRED ALL CEILINGS OPEN TO STRUCTURE ARE TO BE PAINTED BLACK THROUGHOUT BUILDING, INCLUDING DUCTS, WIRING, AND OTHER TRADE RELATED ITEMS / <3 A500 1> L. --r _ r3 `......... '- -: 3 i....... o. F...........E..........1..........:........... ...... .. ......._.. _..... ...... .... ... �._1,...4..._....1 I ... I I.. ! : Y ( • a r > v i L III!!!!!!'; iE E .......... .......... 9 MEZZANINE col bi EXPOSED STRUCTURE CLEAN AND PAINT EXISTING WALL TO DECK. REMOVE AS MUCH AS POSSIBLE. CREATE HEADER 4" BELOW EXISTING CEILING AT NEW OPENINGS NEW WALLS TO DECK AROUND EXISTING WATER HEATER EXISTING CEILING, LIGHTING, EQUIPMENT, ETC. TO REMAIN REVIEWED FOR CODE COMPLIANCE APPROVED JUL 8 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 1 9 2017 PERMIT CENTER CN CN Z 7_11 tt I- 03 1 565 REGISILRED ARCHITECT ERIC J. NIELSEN STATE OF WASHINGTON 12/09/2016 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED EP ERIC NIELSEN ARCHITECT 0. 0 co co re LO PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS WATUK 30" X 42" SHEET SHEET CONTENTS: FIRST FLOOR REFLECTED CEILING PLAN 7 CL EQ EQ 11 N ........._ in ALIGN 4'-0" OFFICE 106 ........................ ALIGN PARTY A VENDING U 109 WOMEN'S 109 BREAK 112 BATHROOM NOTES NEW CASED OPENINGS IN EXISTING WALL TO 4" BELOW EXISTING CEILING. ALIGN EDGE WITH FACE OF MENS WALL BELOW NEW CASED OPENINGS IN EXISTING WALL TO 4" BELOW EXISTING CEILING. OPENINGS SHOWN ARE DIAGRAMATIC. CONTRACTOR TO FIELD VERIFY EXISTING STRUCTURE AND PROVIDE THE FEWEST AMOUNT OF MAXIMUM SIZE OPENINGS. THIS SECTION OF WALL +/- 33'-1 1/2" I g EXISTING KITCHEN 110 EXISTING STORAGE 111 PARTY B 1 ENLARGED FRONT ENTRY I 3/16" = 1'-0" PARTY C 102 NEW WALLS TO UNDERSIDE OF EXISTING CEILING TYP. REMOVE DOOR. CASED OPENING TO REMAIN ALIGN FINISH FACE WITH EXISTING ENTRY CORRIDOR 100 ALIGN CENTERLINE OF WALL WITH CENTERLINE OF WING WALL, TYP REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 2011 3j , City of Tukwila BUILDING DIVISION 1 --- 00 1 RECEIVED CITY OF TUKWILA JAN 1.92017 PERMIT CENTER 0 0 z 11565 REGISI LRED ARCHITECT ERIC J. NIELSEN STATE OF WASHINGTON 12/09/2016 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGF REQUEST FOR THE RELEASE OF REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED ERIC NIELSEN ARCHITECT 0. W Z J 0 d H N V 0 >mZ J I U) 4 W • co • CO a' a «o W a O iN oa z-1 m 1I - PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS WATUK 30" X 42" SHEET SHEET CONTENTS: ENLARGED PLANS A113 Contractor: Contact: Store Number: Store Address: Project Start Date: HJC # Qty Manufacturer Circus Trix Order Form This confidential pricing list is the property of Circus Trix and Haines, Jones & Cadbury to be used by Circus Trix Only. Model Number Description Symbol UOM Spec Sheet Restroom Accessories Toilet & Bathroom Accessories/102800 531994 $ - Mainline PB2312 1/2" x 18" SS Grab Bar WC1 ea. NA 883491 �"y4H tIWWx��� Mainline ML8924 1/2" x 24" SS Grab Bar WC1 ea. NA 531996 H sEiyHhW : . Mainline PB2316 1/2" x 36" SS Grab Bar WC ea. NA 531999 Mainline PB2317 1/2" x 42" SS Grab Bar WC ea. NA 1269934 ASI 10-0199-1-00 Hand Dryer ADA URI ea. 806080 Meek M1510-1836 18" x 36" SS Channel Framed Mirror UR1 ea. NA 395098 a Meek M2513-2436 24" x 36" SS Channel Framed Mirror UR -1 ea. 524593 Bobrick B-270 Sanitary Napkin Disposal UR -1 ea. 1303383 13 ,% Foundations 100 -EH Light Grey Wall Mntd Baby Changing Station URI ea. e Toilet & Bathroom Accessories/102800 Subtotal: $ Toilet Partitions/102100 285533 $ - Global ST2029A Blk PL, 7 stalls w/doors, 2 urinal screens WC1 lot NA Plumbing Fixtures Plumbing & Equipment Fixtures/223000 Toilet Partitions/102100 Subtotal: $ 1095301 $ - Sloan ST2029A ADA Top Spud Water Closet WC1 ea. :r. 1095300 �"y4H tIWWx��� Sloan ST2009A Standard Top Spud Water Closet WC1 ea. NA 801072 H sEiyHhW : . Zurn Z6000AV-HET 1.28 GPF Flush Valve WC ea. NA 986739 Mainline ML1055SSC Elongated Open Front Toilet Seat WC ea. NA 663732 Toto UT -104E#-1 Top Stud Urinal ADA URI ea. 886532 Toto THU3010 Strainer UR1 ea. NA 804163 a Zurn Z6003AV-EWS 0.5 GPF Flush Valve UR -1 ea.mit 813327 Zum Z6003AV-ULF 0.125GPF Pint Flush Valve (For California) UR -1 ea. 1313239 13 ,% Zurn Z1221-F/UT104 Urinal Carrier URI ea. e 1327658 Acme Millwork Restroom Lav Countertop 3 Station Lav Deck (8' L x 2'1" D) Ll ea. NA 437029 Mansfield 249-4 White Maverick 19 Diameter 4" Centers Self -Rimming Lavatory Ll ea. cma� 909106 Zurn Z81101 -XL -3M 4" Centerset Faucet, 0.5 GPM Aerator Ll ea. 1327652 Zum Z81101 -XL -25M 4" Centerset Faucet, 0.35 GPM Aerator (For California) Ll ea. 733336 Mainline ML151 Heavy Duty Basket Body, Basket, 4" Tailpiece Ll ea. ERA 812680 Mainline SS LAV Kit Comp Stops, SS Braided Hoses, P -trap, Ins, Escutcheon, LF Ll ea. tea' 301781 Zum Z5344 20x18 Wall Hung Lav, w/back splash L2 ea. 812680 HJC Lav Kit Stops, Escutcheons, P -Trap, Braided Hoses, Insulation Kit L2 ea. 1260984 Mainline MLDSE33213 33"x21 "x7-7/8" Stainless Steel Double Bowl Sink Drop -In S1 ea. ' 1041950 Mainline MLD17213 17"x21 "x6-1/2" Stainless Steel Single Bowl Sink Drop -In S1 ea. 11516. M: 1313237 Zurn Z812J4-XL-17F Faucet w/1.5GPM Aerator SI ea. 733336 Mainline ML151 Heavy Duty Basket Body, Basket, 4" Tailpiece SI ea. F - 812680 Mainline SS LAV Kit Comp Stops, SS Braided Hoses, P -trap, Ins, Escutcheon, LF Sl ea. 913926 Zurn 12-ZW1070XL TMV set to 105 degrees, Dbl Thrd Union, Brnz, LF, 1/2" ea. 913927 Zum 34-ZW107OXL TMV set to 105 degrees, Dbl Thrd Union, Brnz, LF, 3/4" ea. t 605073 Oasis PACSL Wall Mounted Sandstone Powder Coat Steel Versacooler, ADA, Split Lever], NON- CHILLED DFI ea. 495023 Oasis 035174-001 Sanstone Powder Coat Steel ADA Apron DFI ea. 812689 HJC EWC Kit Stops, Escutcheons, Trap, SS Braided Hoses DF1 ea. 286531 Josam 17550-WCBL Water Cooler Carrier DFI MS ea. ea. e- -- 182417 Zum Z1996-24 24x24 Mop Sink 152090 Zurn Z843M1-RC Faucet with Integral Vacuum Breaker and Check Stops MS ea. w�r. 792667 Zurn JP1996-HH Hose and Bracket MS ea. 799391 Zurn JP1996-SDL Floor Strainer MS ea. .' 313147 Zum JPI996-MH Mop Hanger MS ea. NA 1208142 Bradford White LE16U3-1NAL 6 Gal Electric Water Heater, 1.5kW 120V/1PH/60HZ WH ea. 1208010 Bradford White LE130L3-3NCZ 30 Gal Electric Water Heater, 4.5kW/4.5kW 208V/3PH/60HZ WH -4 ea. 1208086 $ - Bradford White LE120U3-1NAP 19 Gal Electric Water Heater, 3.0kw 120V/1PH/60HZ WHI ea. :r. 1051852 �"y4H tIWWx��� Mainline MLST5 2 Gal Expansion Tank Fl ea. NA 1267004 H sEiyHhW : . Mainline ML13044 21x21x18 Galvanized Water Heater Stand Kit FIE ea. NA 958552 Mainline ML10898 20" Round Aluminum Circular Pan 2-1/8" Deep with Pre -Drilled 1" Drain Kit F2 ea. NA 992515 Wilkins 38-ZW3870XLT-4P 3/8" Lead Free Thermostatic Mixing Valve TMV ea. 845310 Wilkins 34-975XL2 3/4" Reduced Pressure Backflow Preventer BFP ea. "• 21283 a Wilkins 2-975XL2 2" Reduced Pressure Backflow Preventer BFP ea. Appliances Breakroom Equipment/114000 Plumbing & Equipment Fixtures/223000 Subtotal: 5 1326997 $ - GE GUD24ESSJVI W Stackable Unitized Spacemaker 2.0 DOE cu ft Washer and 4.4 cu ft Electric Dryer 23.75"Wx23.75"Dx74.5"H Color: White TBD ea. :r. 1326212 �"y4H tIWWx��� Frigidaire FFTR1821QW Top Freezer Refrigerators 18 cu ft 30"Wx29-7/8"Dx66-1/4"H Color: White Fl ea. NA 1326214 H sEiyHhW : . Frigidaire IMI 16000 Add-on: Top Mount Refrigerator Ice Maker Kit FIE ea. NA 1326217 GE PEB7226DFBB 2.2 cu ft Countertop Microwave Oven I100W Color: Black F2 ea. NA Breakroom Equipment/114000 Subtotal: $ Sub total: $ - Freight: TBD Tax To Be Calculated at Time of Shipment TBD Grand Total: $ - HJC # Qty Circus Trix Order Form Contractor: Contact: Store Number: Spyder Monkey Store Address: Aurora, CO Project Start Date: Manufacturer This confidential pricing list is the property of Circus Trix and Haines, Jones & Cadbury to be used by Circus Trix Only. Model Number Description Symbol UOM Spec Sheet Mechanical HVAC Equipment/234000 1313585 S - York ZF24000OD4B5DAAIA1 20 Ton, York Large Sunline Single Packaged R -410A Air Conditioner, I OEER/11 IEER (CV) 12.5 IEER (Intellispeed)/I 1 IEER (VAV), Two Stage Cooling, No Factory Installed Electric Heat, 460-3-60, Single Wall Construction. Dry Bulb Low Leak Economizer w/Barometric Relief and Hoods (Bottom Return Only). 7.5HP High Static Belt Drive Blower. Supply Air Smoke Detector. Non Powered Convenience Outlet (110VAC). Non Fused Disconnect Switch. 2" Throwaway Filters. Galvanized Steel Drain Pan. Standard Condenser Coil. Standard Evaporator Coil. Standard Access Doors. Simplicity SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors. TBD ea. NA 1313597 �"y4H tIWWx��� York ZF2 1 OCOOB4B5DAAI Al 17.5 Ton York Large sunline Single Packaged R-41 OA Air Conditioner, 11 EER/11.9 IEER (CV)/13.1 IEER (Intellispeed)/11.9 LEER (VAV), Two Stage Cooling, No Factory Installed elecric Heat, 460-3-60, Single Wall construction. Dry Bulb Low Leak Economizer w/Barometric Relief and Hoods (Bottom Return Only). 5HP High Static Belt Drive Blower. Supply Air Smoke Detector. Non Powered Convenience Outlet (110VAC). Non Fused Disconnect Switch. 2" Throwaway Filters. Galvanized Steel Drain Pan. Standard Condenser Coil. Standard Evaporator Coil. Standard Access Doors. Simplicity SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors. Fl ea. NA 1313606 H sEiyHhW : . York ZF21 ON3OB4B5DAA1A1 17.5 Ton York Large sunline Single Packaged R-41 OA Air Conditioner, 11 EER/11.9 IEER (CV)/13.1 IEER (Intellispeed)/11.9 IEER (VAV), Two Stage Cooling, 300MBH Input Aluminized Steel, Two Stage Gas Hea, 460- 3-60, single Wall construction. Dry Bulb Low Leak Economizer w/Barometric Relief and Hoods (Bottom Return Only). 5HP High Static Belt Drive Blower. Supply Air Smoke Detector. Non Powered Convenience Outlet (110VAC). Non Fused Disconnect Switch. 2" Throwaway Filters. Galvanized Steel Drain Pan. Standard Condenser Coil. Standard Evaporator Coil. Standard Access Doors. Simplicity SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors. FIE ea. NA 1313615 York ZF24ON30D4B5DAA1 Al 20 Ton, York Large Sunline Single Packaged R-41 OA Air Conditioner, 10EERJ11 IEER (CV) 12.3 IEER (Intellispeed)/11 IEER (VAV), Two Stage Cooling, 300MBH Input Aluminized Steel, Two Stage Gas Heat, 460- 3-60, Single Wall construction. Dry Bulb Low Leak Economizer w/Barometric Relief and Hoods (Bottom Return Only). 7.5HP High Static Belt Drive Blower. Supply Air Smoke Detector. Non Powered Convenience Outlet (110VAC). Non Fused Disconnect Switch. 2" Throwaway Filters. Galvanized Steel Drain Pan. Standard Condenser Coil. Standard Evaporator Coil. Standard Access Doors. Simplicity SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors F2 ea. NA 1325107 York ZF240N3OB4B5DAAI AI 20 Ton, York Large Sunline Single Packaged R -410A Air Conditioner, I OEER/11 IEER (CV) 12.3 IEER (Intellispeed)/11 IEER (VAV), Two Stage Cooling, 300MBH Input Aluminized Steel, Two Stage Gas Heat, 460- 3-60, Single Wall construction. Dry Bulb Low Leak Economizer w/Barometric Relief and Hoods (Bottom Return Only) with Economizer Fault Detection & Diagnostic. 511P High Static Belt Drive Blower. 2" Throwaway Filters. Simplicity SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors. Supply Air Smoke Detector. Non Powered Convenience Outlet (110VAC). Non Fused Disconnect Switch. Galvanized Steel Drain Pan. Standard Condenser Coil. Standard Evaporator Coil. Standard Access Doors. F2E ea. 1325091 York ZJ300N3OB2B5DAA2A 25 Ton, Four Stage Cooling, York Large Sunline Single Packaged R -410A Air Conditioner, 10.5 EER/ 11 IEER (CV)/ 12.1 LEER (Intellispeed)/ 11 IEER (VAV), 300 MBH Input Aluminized Steel, Two Stage Gas Heat, 208/230-3-60, Single Wall Construction, Dry Bulb Low Leak Economizer w/Barometric Relief and Hoods (Bottom Return Only) with Economizer Fault Detection & Diagnostic, 1 OHP Standard Static Belt Drive Blower, 2" Pleated Filters (MERV 8), Simplicity SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors, Non Powered Convenience Outlet (110 VAC), Non Fused Disconnect Switch Supply Air Smoke Detector, Standard Evaporator Coil, Standard Condenser Coil, Standard Access Doors, Galvanized Steel Drain Pan F5 ea. 1327348 a York XP15000OD4B5GAA2AI 12.5 Ton, Two Stage Cooling, Single Packaged R-41 OA Heat Pump, Standard efficiency, 11 EER/10.8 IEER (CV)/ 11.3 IEER (Intellispeed), No Factory Installed Electric Heat, 460-3-60, Dry Bulb Low Leak Economizer with Barometric Relief and Hoods (Bottom or Horizontal End Return Only) with Economizer Fault Detection & Diagnostic, 5 HP High Static Belt Drive Blower, 2" Pleated Filters (MERV 8), Simplicity SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors, Non -Powered Convenience Outlet, Non Fused Disconnect Switch, Supply Air Smoke Detector, Phase Monitor, Copper Tube/Aluminum Fin Condenser Coil, Copper Tube/Aluminum Fin Evaporator Coil, Standard Cabinet with Composite Drain Pan F5 ea. 1327521 York XP15OCOODZB2GAA2AI 12.5 Ton, Two Stage Cooling, Single Packaged R-41 OA Heat Pump, Standard efficiency, 11 EER/10.8 IEER (CV)/ 11.3 IEER (Intellispeed), No Factory Installed Electric Heat, 208/230-3-60, Dry Bulb Low Leak Economizer with Barometric Relief and Hoods (Bottom or Horizontal End Return Only) with Economizer Fault Detection & Diagnostic, 5 HP High Static Belt Drive Blower, 2" Pleated Filters (MERV 8), Simplicity SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors, Non -Powered Convenience Outlet, Non Fused Disconnect Switch, Supply Air Smoke Detector, Phase Monitor, Copper Tube/Aluminum Fin Condenser Coil, Copper Tube/Aluminum Fin Evaporator Coil, Standard Cabinet with Composite Drain Pan F5E ea. 1327536 13 ,% York ZJ30000OB4B5DAA2A1 25 Ton, Four Stage Cooling, York Large Sunline Single Packaged R-41 OA Air Conditioner, 10.5 EER/ 11 IEER (CV)/ 12.3 IEER (Intellispeed)/ 11 IEER (VAV), No Factory Installed Electric Heat, 460-3-60, Single Wall Construction, Dry Bulb Low Leak Economizer w/Barometric Relief and Hoods (Bottom Retum Only) with Economizer Fault Detection & Diagnostic, 1 OHP Standard Static Belt Drive Blower, 2" Pleated Filters (MERV 8), Simplicity SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors, Non Powered Convenience Outlet (110 VAC), Non Fused Disconnect Switch, Supply Air Smoke Detector, Standard Evaporator Coil, Standard Condenser Coil, Standard Access Doors, Galvanized Steel Drain Pan F5E ea. 1327524 York YHJD48S43S3 Heat Pump, 4 Ton, R -410A, Deluxe Jacket, Single Stage Compressor, 208/230-1-60, Sweat Connections X2 ea. 1327526 York MC6OD3XCI 5.0 Ton Nominal, Multiposition Cased Coil, 24.5" Wide Cabinet, Flex Coil, Orifice or TXV to be field installed, Horicontal Dram Pan (Factory Installed) X4 ea. 1327528 York YHJD30S43S4 Heat Pump, 2.5 Ton, R -410A, Deluxe Jacket, Single Stage Compressor, 208/230-3-60, Sweat Connections EL ea. 1327530 York MV 12BN21 C Modular Air Handler with Variable ECM Motor, 1200 CFM Nominal, 17.5" Wide Cabinet 208/230-1-60 SD ea. 1327531 York MC35B3XCI 3.0 Ton Nominal, Multiposition Cased Coil, 17.5" Wide Cabinet, Flex Coil, Orifice or TXV to be field installed, Horizontal Drain Pan (Factory Installed) WAL L ea. 1327539 York AHE36C3XH21 3 Ton Nomial, Single Piece Air Handler with Standard ECM Motor (X13), 21" Wide Cabinet, Orifice or TXV to be field installed. Horizontal Drain Pan Installed. 208/230-1-60 OCC ea. tea' 1327542 York AHE48D3XH21 4 Ton Nomial, Single Piece Air Handler with Standard ECM Motor (X13), 24.5" Wide Cabinet, Orifice or TXV to be field installed, Horizontal Drain Pan Installed, 208/230-1-60 OCC ea. 1327543 York YHJD48S44S3 Heat Pump, 4 Ton, R -410A, Deluxe Jacket, Single Stage Compressor, 460-3-60, Sweat Connections ea. 1327542 York AHE48D3XH2] 4 Ton Nomial, Single Piece Air Handler with Standard ECM Motor (X13), 24.5" Wide Cabinet. Orifice or TXV to be field installed. Horizontal Drain Pan Installed, 208/230-1-60 ea. 1325098 York YFE60B21 S 5 Ton, Air Conditioner, Fin & Tube Air Conditioner, 14 SEER/ 1 -Stage, R -410A Refrigerant, 208/230-1-60 ea. 1327538 York YHJD36S44S4 Heat Pump, 3 Ton, R -410A, Deluxe Jacket, Single Stage Compressor, 460-3-60, Sweat Connections ea. 1327541 York YHJD42S44S4 Heat Pump, 3.5 Ton, R -410A, Deluxe Jacket, Single Stage Compressor, 460-3-60, Sweat Connections ea. 1325100 York TGBSI OOC2OMP11 General Tier, 80% AFUE, Single Stage Gas Valve, PSC Motor, 100 MBH, 21" Width Cabinet, 2000 CFM Nominal, Multi -Position, 115-1-60 ea. 1325102 York CF6OCBDAI 5 Ton, Full Case, Upflow/Downflow, Coil, 21" Cabinet Width, Factory Installed TXV Coils, Aluminum Tube ea. 1327355 York YCG24B21S Air Conditioner, 2" Ton, 17 SEER/ 1 -Stage, R-41 OA Refrigerant, 208/230-1-60 ea. 1327356 York TM9EO4OAI OMP] I Mid Tier, 95% AFUE, Single Stage Gas Valve, X13 ECM Motor, 40 MBH, 14.5" Width Cabinet, 1000 CFM Nominal, Multi -Position, 115-1-60 ea. 1327534 York CM3OAXA1 2.5 Ton, Multi -Position Cased, Coil, 14.5" Cabinet Width, MaxAlloy Flex Coils, Aluminum Tube ea. 1327359 York YCG60B21S Air Conditioner, 5 Ton, 17 SEER/ 1 -Stage, R -410A Refrigerant, 208/230-1-60 ea. IIVAC Equipment/234000 Subtotal: 5 Sub total: S - York TG9S100C20MPL1 General Tier, 95.5% AFUE, Single Stage Gas Valve, PSC Motor, 100 MBH, 21" Width Cabinet, 2000 CFM Nominal, Multi -Position, 115-1-60 TBD ea. S - 1317296 �"y4H tIWWx��� York CM6OCXA1 5 Ton, Multi -Position Cased, Coil, 21" Cabinet Width, MaxAlloy Flex Coils, Aluminum Tube Fl ea. 1325104 H sEiyHhW : . York YFE24B21 S 2 Ton, Air Conditioner, Fin & Tube Air Conditioner, 14 SEER' I -Stage, R-41 OA Refrigerant, 208/230-1-60 FIE ea. 1325106 York TG8SO4OAO8MPI 1 General Tier, 80% AFUE, Single Stage Gas Valve, PSC Motor, 40 MBH, 14.5" Width Cabinet, 800 CFM Nominal, Multi -Position, 115-1-60 F2 ea. 1325107 York CF24ABAA1 2 Ton, Full Case, Upflow/Downflow, Coil, 14.5" Cabinet Width, Factory Installed TXV Coils, Aluminum Tube F2E ea. 1327349 York YCJD6OS43S4 Air Conditioner, 5 Ton, R-41 OA, Deluxe Jacket, Single Stage Compressor, 208/230-3-60, Sweat Connections F5 ea. 1327351 a York MX20DN21 Modular Air Handler with Standard ECM Motor (X13), 2000 CFM Nominal, 24.5" Wide Cabinet 208/230-1-60 F5 ea. 1327352 York MC62D3XC1 5.0 Ton Nominal, Multiposition Cased Coil, 24.5" Wide Cabinet, Flex Coil, Orifice or TXV to be field installed, Horicontal Drain Pan (Factory Installed) F5E ea. 1313595 13 ,% York 2AQ04700524 CO2 Spac/Wall Mount Accessory F5E ea. 1313596 York 2CE04505446 54kW 460-3 Electric Heat X2 ea. 1325095 York 2ET077001124 Honeywell T7350, 2 Heat/4Cool, Auto/Manual Changeover, Electronic 7 Day Programmable X4 ea. 1317211 York 2ET077001224 Honeywell T7350, 2 Heat/2Cool, Auto/Manual Changeover, Electronic 7 Day Programmable EL ea. 1325096 York 1LC2601 Locking Thermostat Cover SD ea. 1325097 York 2TS04705124 Remote Sensor for use with T7350 Thermostat WAL L ea. 1326206 York S1-LXLOCK Locking Ring for LX -Series Thermostats OCC ea. tea' 1326208 York SI-LXPLATE Wall Plate for LX -Series Thermostats OCC ea. 1324820 York 1RC0471 Roof Curb- 14" High, Flat, Uninsulated, Full Perimeter (Shipped Knocked Down) ea. 1313594 York 1RC0437 Roof Curb- 14" High, Flat, Uninsulated, Full Perimeter (Shipped Knocked Down) ea. York S1-ITVMBAI Kit, TMV, R -410A, 3/4" CHATLEFF CO ea. York S1-1TVMBGI Kit, TMV, R-41 OA, 3/4" CHATLEFF CO ea. 1327533 York SI-1TVM4G1 5/8Mx5/8F R-41 OA Bolt -On TXV Kit ea. 1327540 York S1-ITVM4H1 5/8Mx5/8F R -410A Bolt -On TXV Kit ea. 1327354 York S1-1TVM4J1 5/8Mx5/8F R -410A Bolt -On TXV Kit ea. 1327355 York SI-4HK06501525 I5kW 208/230-3-60 Electric Heat without Circuit Breaker ea. 1327356 York Sl-THXU280 Touch -Screen Thermostat with Proprietary Hexagon Interface ea. 1327534 York S1-1FR0817 Filter Rack with Filter and Bracket ea. 1327359 York S1-1FR0824 Filter Rack with Filter and Bracket ea. IIVAC Equipment/234000 Subtotal: 5 Sub total: S - Freight: TBD Tax To Be Calculated at Time of Shipment TBD Grand Total: S - HJC # Qty Contractor: Contact: Store Number: LIGHTING PRICING Store Address: CircusTrixx Order Form Project Start Date: TBD Manufacturer This confidential pricing list is the property of CinnsTricx and Haines, Jones & Cadbury to be used by CircusTrixs Only. Model Number Description Symbol UOM Spec Sheet Interior Li:=htini=/265100 1312674 $ EMERGI LITE EL-2LED SURFACE MOUNT LED EMERGENCY LIGHT E2 ea. $ - 1317296 �"y4H tIWWx��� ILP WTZ8 44WLED UNIV 40 RAFL 8' WET LOCATION LED STRIP Fl ea. 1317298 H sEiyHhW : . ILP WTZ8 44WLED UNIV 40 RAFUILBCP10 8' WET LOCATION LED STRIP W/EM BALLAST FIE ea. 1317006 ILP FZ4A 3OWLED UNIV 40 FRAL 4' LED STRIP LIGHTS F2 ea. 1317014 ILP FZ4A 3OWLED UNIV 40 FRAUILBCPI0 4' LED STRIP W/EM BACKUP F2E ea. 1316968 VISIONAIRE BHB-2-T5-64LC-10-4K-UNV-GM LED HIGHBAY F5 ea. 1317302 a RIZE RWC3YH1OK(30201) SET OF 10' Y SNAP HOOK CABLE STYLE HANGER F5 ea. 1316968 VISIONAIRE BHB-2-T5-64LC-10-4K-UNV-GM LED HIGHBAY W/EM BACKUP F5E ea. 1317302 13 ,% RIZE RWC3YH1OK(30201) SET OF 10' Y SNAP HOOK CABLE STYLE HANGER F5E ea. 1312708 EMERGI LITE ELXN400RN LED EXIT LIGHT X2 ea. 1246261 EMERGI LITE ELXN400R-2LED LED EXIT LIGHT COMBO X4 ea. 1317211 EMERGI LITE EIvIIU-720 720 WATT INVERTER FOR EM OPERATION OF LED HIGHBAYS EL ea. 1327581 LUTRON DVTV-WH 0-10 VOLT WALL MOUNT DIMER SWITCH SD ea. 1241634 PREMIER IS-WLSI-W Wall Mounted Occupany Sensor / Swich Passive Infrared with Integral "OFF" WAL L ea 1317231 LEVITON OSC20-MOW CEILING MOUNTED MOTION SENSOR OCC ea. tea' 1317230 LEVITON OPP2O-D2 LOW VOLTAGE POWER PACK OCC ea. Interior Lighting/265100 Subtotal: $ Exterior Lighting (Building)/265600 1312690 $ EMERGI LITE BZ -LUX -SD -CW LED SURFACE MOUNT WET LOCATION EMERGANCY LIGHT (MRI6 STYLE NO LONGER AVAILABLE) El ea. $ - 1327083 �"y4H tIWWx��� PREMIER DU -SQ -HW I 2 -RED RED WET LOCATION LED UP LIGHT(COLOR MUST BE VERIFIED PER STORE) W1 ea. 1327086 H sEiyHhW : . PREMIER DU -SQ -HW 12 -BLUE BLUE WET LOCATION LED UP LIGHT(COLOR MUST BE VERIFIED PER STORE) WI ea. 1327090 PREMIER DU-SQ-HW12-GREEN GREEN WET LOCATION LED UP LIGHT(COLOR MUST BE VERIFIED PER STORE) WI ea. 1321550 ABB LIGHTING WPCT-18-40-1-A SLIM LOW WATTAGE LED WALL PACK WP ea. Exterior Lighting (Building)/265600 Subtotal: $ Exterior Lighting (Parking Lot)/265700 1321561 $ VISIONAIRE LIGHTING PGR-1-T4-48LC-7-4K-UNV-BOA-BZ ROUND LED SITE LIGHT HEAD 11,000 LUMEN 4000K TYPE 4 P ea. $ - 1321565° �"y4H tIWWx��� VISIONAIRE LIGHTING CT-SNTS-4S-I1-15'-9BC-SI-BZ O (NBOLTS) 15' SSS POLE BRONZE P ea 1149070 H sEiyHhW : . VISIONAIRE LIGHTING ABL343 Set of Four Anchor Bolts 3/4"x30" P ea. Contractor: Contact: Exterior Lighting (Parking Lot)/265700 Subtotal: $ Sub total: $ - Estimated Freight: Approximately 321f of counter w/cabinets beneath, Laminate TBD Estimated Sales Tax: $ - TBD Grand Total: $ - CircusTrix Order Form Store Number: Store Address: Project Start Date: TBD This confidential pricing list is the property of CircusTrix and Haines, Jones & Cadbury to be used by CircusTrix Only. HJC # Qty Manufacturer Model Number Description Symbol UOM C1 ERIC 4. NIELSEN ATE OF WASHINGTON Millwork Casework & Counter Tons/124000 1315399 $ - Acme Front Desk Approximately 321f of counter w/cabinets beneath, Laminate TBD Grand Total: $ - 1315400 Breakroom Cabinets and Components 1315368 Non -Locking cubbies 36"x36"x12" 6 Bays Open Cubbies Finish: Melamine 1327836 Non -Locking cubbies 36"x36"x12" 9 Bays Open Cubbies Finish: Melamine 1315401 Locking Cubbies Cubbies/Doors and Locks, melamine 1315405 Mezzanine Table 16"Wx96"Lx34"H Mezzanine Table, 6 legs 1326236 Mezzanine Table 16"x84"x34"H Laminated 1-1/8" Particleboard Top with 6 Legs Casework & Counter Tops/124000 Subtotal: $ Sub total: $ - Estimated Freight: TBD Estimated Sales Tax: TBD Grand Total: $ - NOTE: Materials and labor to manufacture the items listed : Packaging and pallets suitable for LTL shipping Corrugated classing on Waiver Counter REVIEWED FOR pODE COMPLIANCE APPROVED 1. IJUL182017 City of Tukwila BUILDING DIVISION hr7 outq RECEIVED CITY OF TUKWILA JAN 1 9 2017 PERMIT CENTER 12/09/2016 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED B ERIC NIELSEN ARCHITECT a 0. W 4 tgZ J 0 d F N V OC V t� u. Z } J 1 W co IZ co al co W 0 0Z NJQ a m itt PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS # DATE I DESCRIPTION WATUK 30" X 42" SHEET SHEET CONTENTS: OWNER PROVIDED G105 1 // K PLAM-1 7\ \ / \ / \ / 1 I \ / \ / \ / \Z L _I > / K > K N • \\\ .N B 1 / PLAM-1 /1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \}\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ N N N N N \ N \ N REAR ELEVATION - /7 /\ / \ / I/ \ / VINYL BASE 7\ \ / \ / \ \ / \ / \L \Z 7\ / \ \ / \ / 7\ / \ \ / N/ /7 T / \ /1 I --7H 1/ � \ DECORATIVE STRUCTU RE BY OTHERS CORRUGATED METAL, PAINTED BLACK FABRAL 2-1/2" CORRUGATED 2.16' X 8' CORRUGATED STEEL ROOF PANEL OR EQUAL \ \ \ \ \ \ K -J N n w J N 2E .0 o nj 'C ti O y 0 Co A REAR ELEVATION / 8" 16'-1" B / / 14'-9" 8" / —4 42" AFF J V 34" AFF I I II II II II II SHELVES H II II II II II II II n II II II II II SHELVES H II II II 11 u II PLAM-1 V CV SHELVES E 2" GROMMET, CENTER WITH OPENING TYP. OF 5 POWER AND DATA BELOW TYP. OF 5 POWER / DATA THROUGH FRAME 1 MAIN DESK DETAILS I 1/2" = 1-0" A (D> 1" TYP. SHELVFS 0 0 0 N- SHELVPS 24" TYP PLASTIC LAMINATE OVER 1 LAYER OF 3/4" PLYWOOD 3/4" PLYWOOD BLOCKING WI LAMINATE FACE POWER & DATA CONDUIT ADJUSTABLE MELAMINE SHELVING CORRUGATED METAL PANEL OVER 1/4" PLYWOOD 2x4 BLOCKING /\ 7\ \ / \ / 7\ 7\ \ / \ / \ / \ / \ / \ / \ / \ / \ \ / \ / \ / \i_ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ D REAR ELEVATION 0 o DECORATIVE STRUCTURE BY OTHERS BOTH CORNERS (c) CV ✓ - Cr) P I\ /\ 7\ /_ 7\ \ / \ / \ / \ / \ / \ / \ \ / \ / \ / \ / \ / \ / \ / \ \ \\\ \ \ 8" 2'-4" / / V PLAM-1 MEL -1 OPEN \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ N \ \ 5'-0" 2'-0 1/2" / 10'-0 1/2" r, REAR ELEVATION / / DECORATIVE TRUSS STRUCTURE BY OTHERS PLAM-1 CORRUGATED METAL, PAINTED BLACK FABRAL 2-1/2" CORRUGATED 2.16' X 8' CORRUGATED STEEL ROOF PANEL OR EQUAL DECORATIVE STRUCTURE BY OTHERS N 0 N N 0) K \ I I / \ / \ / 1 1/ \L I--/t-I 1 6'-0" 7\ /17 \ / \ / \ / \ / \/ \/ EQUIPMENT MOUNTED TO FRAME 6'-0" I/ I /I \1 IN I I/ /1 I I I K / / WAIVER STATION 1/2" = 1'-0" C9 PROVIDE AV CONDUIT PER ELECTRICAL DRAWINGS. CONDUIT TO RUN FROM JUNCTION BOX UP TO NEAREST ACCESSIBLE BEAM POWER ON WALL BEHIND FRAME. ALL ELEMENTS OF WAIVER STATION ARE BY OWNER. CONTRACTOR TO SUPPLY POWER. 3'-0" 3'-0" 3'-0" CV C9 MEZZANINE N 12'-6" PARTY WALL L. I 1/8" = 1'-0" b(7 NOTES: 1) SEE SHEET G103 FOR ACCESSORY MOUNTING HEIGHTS 2) CUT BLOCKING BETWEEN STUDS SO FACE IS FLUSH WI WALL STUD FINISH NOTES 1 INSTALL ALL FENCE POSTS PRIOR TO INSTALLING RUBBER FLOORIING 2 INSTALL VINYL BASE AT ANY VISIBLE LOCATION WHERE A GYP WALL TERMINATES AT FLOOR OTHER THAN ON THE MAIN PLATFORM 3 BLACK PAINT IS TO HAVE AN EGGSHELL FINISH ON ALL GYP. SURFACES ASSOCIATED WITH PLATFORM 4 EXPOSED CONCRETE TO BE CLEANED AND PREPPED FOR SEALANT. TENANT WILL PROVIDE FINAL WAXING AND BUFFING. NO FINISH REQUIRED FOR FLOOR COVERED BY PLATFORMS AND TRAMPOLINE 5 ALL CEILINGS WILL BE EXPOSED STRUCTURE. REMOVE ANY UNNECESSARY ELELMENTS, CLEAN AND PAINT DECK, STRUCTURE, SPRINKLER PIPES, ETC. 6 WALL PADDING PROVIDED AND INSTALLED BY OTHERS. CONTRACTOR TO COORDINATE 7 FLOOR UNDER TRAMPOLINES AND PLATFORMS IS TO HAVE EXISTING FINISH REMOVED AND SURFACE CLEANED, SEALED CONCRETE IS NOT REQURIED 8 PAINT ALL VISIBLE STRUCTURE BELOW ANGLED TRAMPOLINES BLACK 9 ALL CEILINGS WILL BE EXPOSED STRUCTURE. REMOVE ANY UNNECESSARY EQUIPMENT AND ASSOCIATED WIRING BACK TO SOURCE, CLEAN AND PAINT DECK, STRUCTURE, SPRINKLER PIPES, ETC. ��(L1 REVIEWED FOR CODE COMPLIANCE PPROVED JUL 18 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 1 9 2097 PERMIT CENTER CV W � _J Cf) LU W Q Z 0w Z \ c J OU�— EtM!> U Q Ess W co W 0 0 z 11565 REGISTERED ARCHITECT ERIC J. NIELSEN STATE OF WASHINGT 12/09/2016 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED Bti ERIC NIELSEN ARCHITECT ct W • 03 • %- a. a co re W 0 0 z m Tr I PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS DESCRIPTION WATUK 30" X 42" SHEET SHEET CONTENTS: MISC. DETAILS A115 AT ALL INSTANCES REF. PLAN FOR DECK HEIGHT ELEVATIONS AND TREAD COUNTS PROVIDE INTERMIDIATE POSTS EVERY 4FT MAX EXTEND HANDRAIL 1'-0" PAST TOP AND BOTTOM TREADS, TYP. ALL HANDRAILS ARE TO RETURN TO FLOOR OR WALL 1-0" 1'-0" STAIR SECTION TYP. I 3/4" = 1'-0" 7 SIM A200 O 3'-0" w I 3 EMERGENCY EXIT TO LOBBY I 1/4" = 1'-0" 1 1/2" DIAMETER CIRCULAR STEEL HANDRAIL, TYP. CHAIN LINK FENCE @ 4'-0" A.F.F., TYP. WIT BOTTOM RAIL 1/2" OFF TREAD NOSING TOP OF PLYWOOD REF. PLANS 6" X 18 ga. CSJ JOIST @ 16" O.C. (2) LAYERS 3/4" FIRE RATED PLYWOOD ON TREADS, AND (1) LAYER OF 3/4" PLYWOOD ON RISER AS SHOWN. RISER HEIGHTS TO BE EQUAL BRACE VERTICAL STUDS AS REQUIRED CL 7 SIM A200 METAL STUDS AS NEEDED CHAIN LINK FENCE @ 4'-0" A.F.F., TYP. 1 1/2" DIAMETER STEEL HANDRAIL PT -07, TYP. EXTEND HAND RAIL MIN. 1'-0" PAST RAMP PAINTED GYP RAMP TRANSITION REF. DETAIL VB RUBBER FLOORING ON RAMP. BY OWNER �'�''48> '����i�i�i�i�i�i��� i�i�i�i�►��i�i�i�i�i�i�i ��i�i�0 O'�'��•'''�"� SLOPE 1 TO 12 ATTACH HANDRAILS TO FENCING, STUD WALL, OR VERTICAL AT 4' MAX SPACING. GC OPTION .70 CL CL <J00) SIM 3'-11" CL CN 1'-6" MAIN STAIR/RAMP 1/4" = 1'-0" 2 (V HANDRAIL EXTENSION TYP. RAMP SECTION I 1/2" = 1'-0" 14'-9 1/4" 1 1/2" MIN. CLEAR, TYP. 0 CLEAR ALL HANDRAILS ARE TO HAVE A 1' MIN. EXTENSION AND RETURN TO FLOOR OR WALL CHAIN LINK FENCE @ 4'-0" A.F.F., TYP. 44" MIN. O BETWEEN GUARD RAILS oHANDRAIL DETAIL I 1/2" = 1'-0" 15'-2 3/4" 8'-4 1/2" CHAIN LINK FENCE SLOPING WITH STAIRS. TIGHT TO EDGE OF STAIR. BOTTOM RAIL TO BE TIGHT AS POSSIBLE TO TREADS 1-1/2" DIAMETER STEEL HANDRAIL, PAINT BLACK TYP. HANRAIL EXTENSION TYP. 5'-3 1/2" 4'-0" RAMP BEYOND FENCE @ 4'-0" A.F.F., TYP. PROVIDE STEEL HAND RAIL MOUNTING BRACKETS THAT ATTACH TO FENCE POSTS, SPACED AT 4'-0" MAX, TYP. 3/4" TONGUE & GROOVE FIRE RATED PLYWOOD W/ RUBBER FLOOR FINISH TOP OF PLYWOOD AT PLATFORM FINISH FLOOR • REFERENCE FLOOR PLANS FOR RAMP DIMENSIONS 1'-0" STAIR & RAMP NOTES 1 TYPICAL RAMP AND STAIR DETAILS ARE SHOWN TO REPRESENT PARK STANDARS. ACTUAL LAYOUTS MAY DIFFER 2 HANDRAILS ARE TO EXTEND 1' MIN. PAST STAIR OR RAMP EDGE AT TOP AND BOTTOM OF ALL RAMPS AND STAIRS. RETURN TO FLOOR OR WALL. 3 GC OPTION: WELD HANDRAIL SUPPORT TO FENCEING 4 - 5 - 6 - 1 +/- 9" DIMENSIONED EDGE OF RAMP REF. PLANS 3/4" FIRE RATED PLYWOOD ON RAMP RUBBER FLOORING BY OTHERS CONTINUOUS TO TRANSITION USEPRUBBER SCRAP UNDER OVERLAP IF REQUIRED PROVIDE TRANSITION STRIP IN COMPLIANCE WITH LOCAL CODES TYPICAL FOR ALL LEADING RAMP EDGES 1 TYPICAL RAMP TRANSITION DETAIL 1 1/2" = 1'-0" CL 6 SIM A200 5'-6" 1"/12" CL CL MID PLATFORM STAIR AND RAMPS I 1/4" = 1'-0" 3'-0" CL 0 CL 7 SIM A200 5'-6" r CL REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 192017 PERMIT CENTER r7 %I- 0 ON REGISTERED ARCHITECT ERIC J. NIELSEN STATE OF WASHINGTON 12/09/2016 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED B' ERIC NIELSEN ARCHITECT PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS DESCRIPTION WATUK 30" X 42" SHEET SHEET CONTENTS: STAIR AND RAMP DETAILS A200 T.O.W 9,-9" TOP OF PLYWOOD 1/2" FIRE RATED PLYWOOD CAP, IF REQUIRED 3-5/8" X 20 ga. CSJ STUD @ 16" O.C. 3-5/8" X 20 GA DIAGONAL BRACING @ EACH VERTICAL STUD FINISH FLOOR 0'-0" 1 ANGLED WALL AT DECK 41 3/4" = 1'-0" 11'-0" TOP OF PLYWOOD IFF DECK HT. 1/2" FIRE RATED GYP PAINT 3/4" TONGUE AND GROOVE FIRE RATED PLYWOOD W/ RUBBER 6" X 18 ga. CSJ JOIST @ 16" O.C. CONT. STUD HEADER SIMPSON STRONG TIE FCB -43.5, USE (8)#12-4 SELF TAPPING SCREWS 3 5/8" X 20 ga. CSJ STUD @ 16" O.C. PROVIDE HORIZONTAL U - CHANNEL BRIDGING OR TYPICAL DIAGONAL BRACING PLYWOOD STRIPS AND PADDING BOTH SIDES A ON PORTION OF WALL BETWEEN FOAM PIT AND DODGEBALL 11111111111111.------ • •N FINISH 11IB7111111F, --- FINISH FLOOR 0'-0" 12/" FIRE RATED PLYWOOD STRIP BEHIND PADDING 12/" FIRE RATED PLYWOOD WITH RUBBER OR PAINTED GYP. REF. PLANS 18 GA. 6" METAL STUD @ 16" O.C. PAD PROVIDED BY OTHERS 3/4" TONGUE AND GROOVE FIRE RATED PLYWOOD W/ RUBBER FLOORING 6" X 18 ga. CSJ JOIST @ 16" O.C. TRAMPOLINE AND TRAMPOLINE FRAME PROVIDED BY OTHERS 3 5/8" MTL. STUD BRACING BACK TO TRAMPOLINE STRUCTURE @ EACH VERTICAL OF TRAMPOLINE FRAME CONT. STUD HEADER SIMPSON STRONG TIE FCB -43.5, USE (8)#12-4 SELF TAPPING SCREWS O ga. CSJ STUD @ 16" O.C. 9WALL BETWEEN DECK AND TRAMPOLINE 3/4"=l' -O" TOP OF PLYWOOD 1111-1 3-0 LOWER PLATFORM TOP OF PLYWOOD 2'-0" PARKOUR PLATFORM FINISH FLOOR T.9'T.O_W -9" 5/8" GYP. BD. CAP 5/8" FIRE RATED GYPSUM BOARD 3-5/8" X 20 ga. CSJ STUD @ 16" O.C. 3-5/8" X 20 GA DIAGONAL BRACING @ EACH VERTICAL STUD TRAMPOLINE FRAME BY OTHERS Lik FINISH FLOOR 0'-0" PROVIDE HORIZONTAL U -CHANNEL BRIDGING AT 4'-0" A.F.F. IF NO PLYWOOD SHEATHING IS SHOWN AT SUPPORT WALLS 3ANGLED TRAMPOLINE WALL SECTION I 3/4" = 1'-0" T.O.W 11'-0" TOP OF PLYWOO 3'-0" 1/2" FIRE RATED PLYWOOD STRIP BEHIND PADDING 5/8" FIRE RATED GYPSUM BOARD for TOP OF • PLYWOO } REFERENCE PLANS FOR PLATFORM HEIGHTS 3/4" TONGUE AND GROOVE FIRE RATED PLYWOOD W/ RUBBER FLOORING PADDING COVERING GAP BY OTHERS CONTINUOUS CHANNEL OR WOOD 2X6 BLOCKING 6" 18ga JOISTS @ 16" 0.C. 20 GA. 3-5/8" METAL STUD @ 16" 0.C. TRAMPOLINE FRAME INSTALLED BY OTHERS 3 5/8" MTL STUD BRACING @ 32" O.C. 2FLUSH TRAMPOLINE TYPICAL SECTION 1 3/4" = 1'-0" TOP OF 18 GA. 6" METAL STUD PLYWOOD PAD PROVIDED BY OTHERS TRAMPOLINE AND TRAMPOLINE FRAME PROVIDED BY OTHERS rik FINISH FLOOR 0'-0" DECK SECTION I 3/4" = 1'-0" PARKOUR EDGE 1 I 3/4"= 1'-0" 3'-0" 3 5/8" MTL. STUD BRACING BACK TO TRAMPOLINE STRUCTURE @ EACH VERTICAL OF TRAMPOLINE FRAME 1/2" PLYWOOD ON RIDGID BLOCKING. PLYWOOD AND BLOCKING DO NOT HAVE TO BE FIRE RATED IF ALLOWED BY LOCAL CODE TYPICAL PLATFORM CONSTRUCTION RECESSED WITH NO GAPS IN FIRE RATED PLYWOOD LAYER AALTOP OF PLYWOOD 3'-0" UPPER PLATFORM TOP OF PLYWOOD 5'-6" LOWER PLATFORM FINISH FLOOR 0,-0" 01111111M 01111111M 7 FOAM PIT TYPICAL SECTION I 3/4". 1'-0" a 3/4" TONGUE AND GROOVE FIRE RATED PLYWOOD W/ RUBBER FLOORING RUBBER NOSING 6"X18ga. CSJ JOIST @ 16" 0.C. 3 5/8" X 20 ga. STUD @ 16" 0.C. 1/2" FIRE RATED PLYWOOD TO FLOOR WITH RUBBER FINISH TO TOP OF FRAME PROVIDE HORIZONTAL U -CHANNEL BRIDGING AT 4'-0" A.F.F. IF NO PLYWOOD SHEATHING IS SHOWN AT SUPPORT WALLS TRAMPOLINE FRAME INSTALLED BY OTHERS REFERENCE PLANS FOR PLATFORM HEIGHTS REFERENCE PLANS FOR PLATFORM HEIGHTS 1 TYPICAL PLATFORM TRANSITION 1 3/4" = 1'-0" PROVIDE TYPE B DIAGONAL BRACE ON PONY WALL EVERY 20' U.N.O. 1/2" FIRE RATED GYP. PAINT. VINYL BASE 3/4" TONGUE AND GROOVE FIRE RATED PLYWOOD 6" X 18 ga. CSJ JOIST @ 16" O.C. CONT. STUD HEADER SIMPSON STRONG TIE FCB -43.5, USE (8)#12-4 SELF TAPPING SCREWS 3-5/8" X 20 ga. CSJ STUD @ 16" 0.C. TOP OF PLYWOOD CHAIN LINK TO BE INSTALLED AFTER FLOOR FINISH RUBBER NOSING BY OWNER CHAIN LINK FENCE W/ METAL BASE PLATE SECURED TO BLOCKING BELOW W/ (4) 3/8" X 3" LAG BOLTS EACH PLATE. INSTALL BEFORE FLOOR FINISH OR DIRECTLY TO PLYWOOD 3/4" TONGUE AND GROOVE FIRE RATED PLYWOOD W/ RUBBER FLOORING WOOD BLOCKING DOUBLE 2X6 MIN. 1/2" FIRE RATED PLYWOOD OR GYP. REF. PLANS FOR LOCATIONS CONITUOUS HEADER TYPICAL BLOCKING SECTION 11 I 3/4" = 1'-0" TOP OF PLYWOO TOP OF PLYWOO D 9'-g" REFERENCE PLANS FOR PLATFORM HEIGHTS 3/4" TONGUE AND GROOVE FIRE RATED PLYWOOD W/ RUBBER FLOORING 6" X 18 ga. CSJ JOIST @ 16" 0.C. 3-5/8" X 20 ga. CSJ STUD @ 16" 0.C. 5/8" FIRE RATED GYP PAINT gTYPICAL PLATFORM EDGE SECTION 3/4" = 1'-0" VARIES ALIGN WITH EDGE OF COLUMN WHERE APPLICABLE 1 1/2" TYP. COORDINATE HEIGHTS OF DECKS W/ TRAMPOLINES 3/4" TONGUE AND GROOVE FIRE RATED PLYWOOD WITH RUBBER FLOORING TRAMPOLINE FRAME INSTALLED BY OTHERS 3 5/8" MTL STUD @ 16" 0.C. A SHELF AT ANGLED TRAMPOLINE 3/4" = 1'-0" ,11111. fZ iintz ELEVATION PLAN FOAM AND FRAME BELOW SLACKLINE PIT EDGE I 1 1/2" = 1'-0" CONTINUOUS PLYWOOD PLYWOOD JOINTS TO BE LOCATED A MIN. OF 2'-0" AWAY FROM CUT OUT SLACKLINE THROUGH OPENING TO OTHER SIDE OF PIT CUT OUT SECTION OF TRACK TO ALLOW FOR SLACKLINE RUNNER TRACK AT PIT EDGE SLACKLINE POST BEYOND TOP OF SLACKLINE STRUCTURE BELOW AT 5'-5". CUT OUT PORTION OF CHANEL TO ALLOW SLACKLINE TO PASS THROUGH SLACKLINE PIT EDGE TOP OF PLYWOO 0 m m 1 18" SMALL 7' BIG JUMP RAMP SECTION 1 3/4" = 1'-0" TOP OF PLYWOO D VARIES REF. PLAN TOP OF PLYWOO D 5 PLAN DETAIL DECK/TRAMPOLINE 1 1 1/2" = 1'-O" \ \ 3 5/8" \ 4,-3" 3/4" TONGUE AND GROOVE FIRE RATED PLYWOOD W/ RUBBER FLOORING NOSING 6" X 18 ga. CSJ JOIST @ 16" 0.C. 3-5/8" X 20 GA. METAL STUDS @ 16" 0.C. W/ 1/2" FIRE RATED PLYWOOD WITH RUBBER FINISH BRACE BACK AT VERTICALS PLATFORM PLYWOOD TO BE FLUSH WITH PLYWOOD BELOW 6" X 18 ga. CSJ JOIST @ 16" 0.C. CONTINUOUS HEADER 3/4" TONGUE AND GROOVE FIRE RATED PLYWOOD 6" X 18 ga. CSJ JOIST @ 16" 0.C. CONT. STUD HEADER MAINTAIN 1/2" MAXIMUM GAP BETWEEN TRAMPOLINE FRAME AND DECK. CUT PLYWOOD EDGE TO MATCH INCONSISTENCIES IN TRAMPOLINE FRAME. TRAMPOLINE FRAME, PROVIDED BY OTHERS METAL STUD WALL BEYOND ANGLED WALL ALIGN WITH ANGLED TRAMPOLINE FRAME WHERE ADJACENT TRAMPOLINE FRAME BEYOND 1/2" FIRE RATED PLYWOOD W/ RUBBER FINISH ON OUTSIDE FACE. NO PLYWOOD OR FINISH ON SIDE ADJACENT TO ANGLED FRAME. PAINT EVERYTHING UNDER TRAMPOLINE BLACK. z W • �. VJ I— NH CD Ct 1 ctt — vctC �r-0uj Z0 Et _ J v Q W � CO PLYWOOD W PLYWOOD AND RUBBER AT OPEN JUMP LOCATIONS. GYP AND PAINT AT BASKETBALL. UPPER PLATFORM 5'-6,T1117 VINYL BASE PLATFORM LOWER PLATFORM 6'-9" vANGLED WALL I 1/2" = 1'-0" 3'-0" 1 i REVIEWED FOR ;ODE COMPLIANCE APPROVED FINISH FLOOR 3'-0" 'JAL 1 2011 City of Tukwila BUILDING DIVISION LEDGE AT X -SWING, SIMILAR TO ITRAPEZE 1 BOX PLATFORM SECTION I 3/4" = 1'-0" RUBBER FLOORING ALL SIDES 3/4" TONGUE AND GROOVE FIRE RATED PLYWOOD, NOSING, TYP. RECEIV 11565 REGISTERED ARCHITECT ERIC J. NIELSEN STATE OF WASHINGTON 12/09/2016 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED Bl ERIC NIELSEN ARCHITECT 1 W co IX co Q 0 W 0 in oa z m J PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS # DATE DESCRIPTION CITY OF TU ILA 6"X18ga. CSJ JOIST @ 16" JAN 1 9 O.C. a -o/d" X 20 �F STUDS @1 . /1�'2" FIRE RATED PLYWOOD PLATFORM PLYWOOD TO BE FLUSH WITH RUNNER TRACK'W 6" X 18 ga. CSJ JOIST @ 16" O.C. INTERMEDIATE SUPPORTS AT 4' MAX. WATUK 30" X 42" SHEET SHEET CONTENTS: FRAMING DETAILS A301 1- 24'-8 1/4" TYPICAL FENCING ALONG EDGE OF PIT TYP. 3 SIDES 66" DECK SHIPS LADDER v + 11' AFF ALL EDGES OF PIT MUST BE FIRE RATED PLYWOOD FROM PLATFORM TO FLOOR LEVEL INSTALLED BEFORE WARPED WALL CONSTRUCTION MAIN FLOOR LEVEL FLEX TRACK AT CURVE EDGES AND CENTER OF WARPED WALL. CONTINUE CENTER TRACK UTO TOP PLATFORM STUD DIRECTION ALONG CURVE TYP. PLYWOOD ON WARPED WALL DOES NOT NEED TO BE FIRE RATED UNLESS REQURED BY THE LOCAL JURISTICTION PROVIDE 42" PIPE GUARDRAIL ALONG EDGE OF PIT, USE AS FEW VERTICAL SUPPORT POST AS POSSIBLE N N • • • • • • • • • /'/////////////// PROVIDE 42" PIPE GUARDRAIL ALONG EDGE OF PIT AND TOP EDGE OF HIGH PLATFORM. USE AS FEW VERTICAL SUPPORT POSTS AS POSSIBLE. PAINT BLACK, TYP. 2" RECESS IN FACE FOR HAND HOLDS. AS SHOWN HERE AND CONTINUED AROUND ALONG WIDTH OF WALL FACE. TYP. OF 4 WARPED WALL DOES NOT NEED TO BE CONSTRUCTED OUT OF FIRE RATED PLYWOOD IF THE PIT AND ALL ADJACENT PLATFORM EDGES ARE COVERED WITH FIRE RATED PLYWOOD. / 1 1/2" STEEL PIPE SCREW TO BLOCKING @ 1'-0" O.C. PILOT HOLE ON OUTER EDGE IS TO SMALL AS POSSIBLE. FILE AND SMOOTH ALL CUT METAL EDGES. RADIUS OF CURVE 3 LAYERS 1/4"PLYWOOD BUILT UP ON RADIUS METAL FLEX TRACK WITH METAL STUDS PROVIDE METAL SHIPS LADDER FROM PLATFORM TO PIT. GRAINGER ITEM# 2NJW9 MODEL#WLIS106246 OR EQUAL SIX STEP STEEL STAIR UNIT, PERFORATED STEP TREAD TYPICAL 4' CHAINLINK FENCE AROUND PERIMETER OF PIT ADDITIONAL REINFORCING AS REQUIRED, TYP. / FIRE RATED PLYWOOD LINING ALL SIDES OF PIT MISCELANEOUS BLOCKING AS REQUIRED TYP. w J CC z z w U \ \ 2'-11" WARPED WALL I 3/4" = 1'-0" 8'-10" TOP OF PLYWOOD REF. PLAN FOR PIT DIM. FACE OF STUD vPARTY PIT I 314" = 1'-0" STEP BOXED OUT AROUND PERIMETER 3/4" PLYWOOD AND METAL STUD FRAMING TYPICAL PLATFORM CONSTRUCTION 1/2" FIRE RATED PLYWOOD LINING PIT FEATURE NOTES EDGES OF PIT MUST BE FIRE RATED PLYWOOD FROM PLATFORM TO FLOOR LEVEL PLYWOOD ON EURO FEATURE DOES NOT NEED TO BE FIRE RATED UNLESS REQURED BY THE LOCAL JURISTICTION EXTEND FRAME AND BRACE TO STRUCTURE ABOVE. PROVIDE ADDIONAL BLOCING IN EXISTING MEZZANINE WALL AND PLATFORM AS REQUIRED. HIGH IMPACT ACRYLIC PANELS IN TUBE STEEL FRAME. INTERIOR PANEL CONNECTIONS, CHANNELS, ETC. ARE TO BE SMOOTH AND FREE OF SHARP EDGES. JUMPERS WILL BE IN CONTACT WITH SURFACE. STEPPED PLATFORMS BY CONTRACTOR. 1/2" PLYWOOD ON METAL STUD FRAMING. PADS BY OWNER EURO TRAMPOLINES BEYOND BY OWNER. PLATFORM HT. I0 1 EURO LONG SECTION I 1/4" = 1'-O" 0 11565 REGISTERED ARCHITECT ERIC J. NIELSEN STATE OF WASHINGTON REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 2017 City of Tukwila BUILDING DIVISION ACRYLIC WALL TO ROOF STRUCTURE JUMP PLATFORMS BY CONTRACTOR. PLYWOOD DOWN TO TRAMPOLINE FRAME ALL SIDES, AS SHOWN TYP. EURO TRAMPOLINES R-ECEIVED CITY OF TUKWILA JAN 1 9 2017 PERMIT CENTER 12/09/2016 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGH- REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED B ERIC NIELSEN ARCHITECT W J 0 a. H N V fin OL t� Z J H u) a k coW cd co ▪ t co W > ari oa Z T PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS DESCRIPTION WATUK 30" X 42" SHEET SHEET CONTENTS: FRAMING DETAILS A302 FENCE ALONG OUTER EDGE OF UPPER LEVEL AS SHOWN IN 3D VIEW LOWER LEVEL 2'-5" ABOVE PLATFORM PLATFORM 0 \ 5'-8" 2'-4" 2'-4" 2'-4" 6" 41-8" 2'-4" TRAPEZE DECK SECTION 1 3/4" = 1'-0" 0 N N \ r‘• *44 :94 '4" 41**4 Ate% 4t+ opo `�,o itkv 4V# ► Oei # * A ... ' 0 0 6'-0" TYPICAL CHAIN LINK FENCE AS SHOWN GYP. ON OUTSIDE FACES PLYWOOD ON METAL STUD FRAMING PLYWOOD ON METAL STUD FRAMING PADS BY OWNER ON 1'-0" HORIZONTAL STRIPS OF PLYWOOD 3 5/8" METAL STUD BRACING, TYP. 3 5/8" X 20 GA STUDS @ 16" O.C. TRAMPOLINE FRAME BY OTHERS DETAIL DIMENSIONS ARE TO FACE OF PLYWOOD PIT FEATURE NOTES EDGES OF PIT MUST BE FIRE RATED PLYWOOD FROM PLATFORM TO FLOOR LEVEL PLYWOOD ON EURO FEATURE DOES NOT NEED TO BE FIRE RATED UNLESS REQURED BY THE LOCAL JURISTICTION PLATFORM TYPE B DIAGONAL BRACE TYPE B DIAGONAL BRACE (BEYOND) LAUNCH OPENING ■■■■■■■■■■■■■■■■1 ■■■■■■■■■■■■■■■■1 ■■■■■■■■■■■■■■■■1 IIIIIIIIIIIIIIIIL ■■■■■■■■■■■■■■■■1 ■■■■■■■■■■■■■■■■1 ■■■■■■■■■■■■■■■■1 ■■■■■■■■■■■■■■■■1 ■■■■■■■■■■■■■■■■1 ■■■■■■■■■■■■■■■■1 ■■■■■UMeMMUM■■■■■1:° ■■■■Tf17ITAR14'R■■■■■I ■■■■UgaiiiYi■■■■■1" ■■■■■■■■■■■■■■■■1 ■■■■■■■■■■■■■■■■1. ■■■■■■■■■■■■■■■■1 11111■■■■■■■■■■■■■■1 ■■■■■■■■■■■■■■■■1 ■■■■■■■■■■■■■■■■1 ■■■■■■■■■■■■■■■■1 ■■■■■■■■■■■■■■■■1 !■■■■■■■■■■■■■■■1.M PI ATFC)R 0" • ANGLED LAUNCH PLATFORM 1/2" = 1'-0" 0 ..::,:.!: : REVIEWED FOR CODE COMPLIANCE APPROVED JUL 182011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 1 9 2017 PERMIT CENTER a. a 0 z H 11565 REGISTERED ARCHITECT ERIC J. NIELSEN STATE OF WASHINGTON 12/09/2016 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGH- REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED B ERIC NIELSEN ARCHITECT 1- g g co 12 co 4 r W a O oa Z a? g Ln 3 Tr I- PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS DESCRIPTION WATUK 30" X 42" SHEET SHEET CONTENTS: FRAMING DETAILS A303 PAINT ALL WALLS TYP. MEZZANINE 12'-6_ UPPER PLATFORM __ 5'-6" LOWER PLATFORM_.__. 3'-0" FIRST FLOOR 0" —77 1 NORTH INTERIOR ELEVATION I 1/8" = 1'-0" • MEZZANINE - 121-6" --------- UPPER PLATFORM 5'-6" LOWER PLATFORM 3'-0" FIRST FLOOR 0" MEZZANINE 12'-6" PAINT ALL WALLS TYP. DODGEBALL PARTY PIT 10x15 xp?rr???agr:-,•-I tt?Im7:Er.:rn:xre.?z?szepp•nz:r. mr:r.zs A r STUNT FALL 201X15' ••••••—•••••••••• ••••••••••••••,,, likaMilMit MEM , •nrsfmunfutmnantase •trsaz, ZIPLINE70'x8' WEST INTERIOR ELEVATION L. 1/8" = 1'-0" ACRYLIC WALLS AT EURO PAINT ALL WALLS TYP. UPPER PLATFORM 51-6" " LOWER PLATFORM OPEN JUMP rr ./Ar DODGEBALL TRUSS AT WAITING BY OWNER WAIVER BY OWNER FIRST FLOOR PAINT EXISTING ROOF STRUCTURE, TYP. PAINT ALL WALLS TYP. MEZZANINE 12'-6" SOUTH INTERIOR ELEVATION 1/8" = 1'-0" UPPER PLATFORM 5'-6" LOWER PLATFORM 3'-0" FIRST FLOOR 0" dh'-:as .:::/i/ //11,/ A 77/1 � tt OPEN JUMP AV ARRAY BY OWNER DODGEBALL ..a I -- FRONT DESK A EAST INTERIOR ELEVATION 1/8" = 1'-0" 014, SLACKLINE / BATTLE 15x42 OPEN JUMP REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 2017 City of Tukwila BUILDING DIVISION II 00 RECEIVED CITY OF TUKWILA JAN 1 9 2017 PERMIT CENTER 11565 REGISTERED ARCHITECT ERIC J. NIELSEN STATE OF WASHINGTON 12/09/2016 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT. REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED BY ERIC NIELSEN ARCHITECT 1 y a W co Ig co aP co re W > O in oa Z m I H PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS WATUK 30" X 42" SHEET SHEET CONTENTS: INTERIOR ELEVATIONS A500 3'-0" METAL DOOR, HOLLOW METAL FRAME, PAINTED DOOR TYPES 3'-0" METAL DOOR WITH VISION PANEL, HOLLOW METAL FRAME, PAINTED 1 1/4" = 1'-0" 1/4" TEMPERED GLASS 6'-0" +/- VERIFY 3'-0" 3'-0" / \ / \ / \ / \ / NOT USED \ \T 1 / T PAIR OF STOREFRONT DOORS WITH PANIC HARDWARE BLACK ANODIZED FINISH NOTE: PAINT INTERIOR DOORS AND FRAMES GLOSS PT -2 BLACK DOOR SCHEDULE NEW MARK DOOR TYPE HARDWARE SET NOTES 101 B 1 H3 ACCESS TO EXISTING FIRE RISER. DOOR SIZE AND LOCATION MAY NEED TO BE ADJUSTED 101 C 4 H1 1 1/2 HR DOOR IN 2 HR WALL 102 2 H3 PARTY ROOM 103 2 H3 PARTY ROOM 112 2 H3 BREAK 135 1 H3 NEW UTILITY 207 1 H3 NEW MECHANICAL DOOR SCHEDULE EXISTING/ MODIFIED GC TO VERIFY EXISTING DOOR HARDWARE MEETS FOLLOWING CRITERIA MARK DOOR TYPE HARDWARE SET NOTES 100 EXISTING GC TO VERIFY WORKING CONDITION OF DOORS AND HARDWARE REKEY, VERIFY EXISTING PANIC HARDWARE IS IN WORKING ORDER AND EQUAL TO SPECIFIED. PROVIDE SPECIFIED IF NOT. 101 A EXISTING CONSULT TENANT REGARDING ADDITIONAL INFORMATION ABOUT SECURITY SYSTEM AND KEYING. ALL LOCKS TO BE KEYED TO BASE BUILDING GRAND MASTER SYSTEM. SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION. PAINT, REKEY, VERIFY EXISTING PANIC HARDWARE IS IN WORKING ORDER AND EQUAL TO SPECIFIED. PROVIDE SPECIFIED IF NOT. 101 D EXISTING ALL HARDWARE TO BE IN COMPLIANCE WITH APPLICABLE CODE AND REGULATIONS INCLUDING THE ADA. PAINT, REKEY, VERIFY EXISTING PANIC HARDWARE IS IN WORKING ORDER AND EQUAL TO SPECIFIED. PROVIDE SPECIFIED IF NOT. 101 E EXISTING PROVIDE TEMPORARY HARDWARE IF DELAYS IN ACQUIRING FINISH HARDWARE WILL PREVENT INSTALLATION OF DOORS ON TIME. PATCH ANY DAMAGE FROM TEMPORARY HARDWARE. RE KEY AND LOCK SHUT. PROVIDE NEWWEATHERSTRIPING 101 F EXISTING INSTALL SURFACE MOUNTED CLOSERS AT INTERIOR SIDE OF ROOM UNLESS OTHERWISE NOTED. PAINT, REKEY, VERIFY EXISTING PANIC HARDWARE IS IN WORKING ORDER AND EQUAL TO SPECIFIED. PROVIDE SPECIFIED IF NOT. 104 EXISTING H3 PAINT, CUT IN VISION PANEL, REKEY 105 EXISTING H3 PAINT, CUT IN VISION PANEL, REKEY 105B EXISTING ALL DOORS AND FRAMES TO BE INSTALLED PLUMB AND LEVEL. ACCURATELY ALIGNED AND SECURELY ANCHORED. ADJUST DOORS AND HARDWARE FOR SMOOTH OPERATION. PAINT, REKEY 106 EXISTING H3 PAINT, CUT IN VISION PANEL, REKEY 108 EXISTING PAINT 109 EXISTING PAINT 111 EXISTING (NONE) 113 EXISTING PAINT, REKEY 133 EXISTING PAINT, REKEY 134 EXISTING PAINT, REKEY 136A EXISTING PAINT, REKEY, VERIFY EXISTING PANIC HARDWARE IS IN WORKING ORDER AND EQUAL TO SPECIFIED. PROVIDE SPECIFIED IF NOT. 136B EXISTING PAINT, REKEY, VERIFY EXISTING PANIC HARDWARE IS IN WORKING ORDER AND EQUAL TO SPECIFIED. PROVIDE SPECIFIED IF NOT. 137 EXISTING PAINT 138 EXISTING PAINT 142 EXISTING PAINT, REKEY 203 EXISTING PAINT 204 EXISTING PAINT 205 EXISTING PAINT 206 EXISTING PAINT OH 136A EXISTING RE KEY AND LOCK SHUT. PROVIDE NEW WEATHERSTRIPING OH 136B EXISTING RE KEY AND LOCK SHUT. PROVIDE NEW WEATHERSTRIPING OH 136C EXISTING RE KEY AND LOCK SHUT. PROVIDE NEWWEATHERSTRIPING OH 136D EXISTING RE KEY AND LOCK SHUT. PROVIDE NEWWEATHERSTRIPING OH 136E EXISTING OH 136F EXISTING RE KEY AND LOCK SHUT. PROVIDE NEWWEATHERSTRIPING OH 136G EXISTING RE KEY AND LOCK SHUT. PROVIDE NEWWEATHERSTRIPING PAIR OF METAL DOORS PAINTED 7'-0" +/- NOT USED OVERHEAD COILING SIZE TO BE FIELD VERIFIED NEED STORAGE AND DOUBLE DOOR HARDWARE DOOR & HARDWARE NOTES 1 OWNERS MURALIST WILL PAINT ROOM NUMBERS/GRAPHICS ON DOORS. COORDINATE WITH OWNER AND HAVE ALL DOORS READY WHEN MURALIST IS SCHEDULED TO BE ON SITE. 2 NOT USED IF THERE IS A SIGNIFICANT SAVINGS, PROVIDE OWNER WITH A PRICE ALTERNATE FOR 3 HINGE DOORS. 3 RE KEY ALL EXISTING DOORS 4 GC TO VERIFY WORKING CONDITION OF DOORS AND HARDWARE 5 NOT USED IF THERE IS A SIGNIFICANT SAVINGS, PROVIDE OWNER WITH A PRICE ALTERNATE FOR 3 HINGE DOORS. 6 CONSULT TENANT REGARDING ADDITIONAL INFORMATION ABOUT SECURITY SYSTEM AND KEYING. ALL LOCKS TO BE KEYED TO BASE BUILDING GRAND MASTER SYSTEM. SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION. 7 ALL HARDWARE IS TO BE INSTALLED WITH CONCEALED FASTENERS. 8 ALL HARDWARE TO BE IN COMPLIANCE WITH APPLICABLE CODE AND REGULATIONS INCLUDING THE ADA. 9 PROVIDE TWO (2) KEYS FOR ALL SPECIFIED LOCKSETS AND TURN OVER TO TENANT PRIOR TO MOVE -IN. 10 PROVIDE TEMPORARY HARDWARE IF DELAYS IN ACQUIRING FINISH HARDWARE WILL PREVENT INSTALLATION OF DOORS ON TIME. PATCH ANY DAMAGE FROM TEMPORARY HARDWARE. 11 PROVIDE LOCAL ALARM & SIGN "EMERGENCY EXIT ONLY -ALARM WILL SOUND" AT DESIGNATED DOORS. 12 INSTALL SURFACE MOUNTED CLOSERS AT INTERIOR SIDE OF ROOM UNLESS OTHERWISE NOTED. 13 GC TO INSTALL ACCESSIBILITY DOOR SIGNS WHERE REQ'D BY LOCAL CODES. 14 DETEX ALARM CONTACT SWITCHES SHALL BE RECESSED INTO THE TOP OF THE DOOR & HOLLOW METAL FRAME ABOVE. 15 ALL EXIT DOORS SHALL BE KEYLESS IN THE DIRECTION OF EGRESS. 16 THE OPENING FORCE OF ALL EXT. PUSH/PULL DOORS SHALL NOT EXCEED 8 1/2 LBS. THE OPENING FORCE OF ALL INTERIOR PUSH/PULL DOORS SHALL NOT EXCEED 5 LBS. 17 ALL DOOR HARDWARE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. 18 ALL DOORS AND FRAMES TO BE INSTALLED PLUMB AND LEVEL. ACCURATELY ALIGNED AND SECURELY ANCHORED. ADJUST DOORS AND HARDWARE FOR SMOOTH OPERATION. 19 G.C. TO UNDERCUT DOORS AND FRAMES IF NECESSARY TO PROVIDE ALIGNMENT OF FRAMES AT HEAD. 20 G.C. TO SUBMIT ALL DOOR, FRAME AND HARDWARE SCHEDULES AND SPECS INCLUDING CATALOG CUTS FOR ARCHITECT'S REVIEW. 21 G.C. TO VERIFY THAT ALL EXISTING EXTERIOR DOORS HAVE DRIP EDGES AND PROVIDE IF MISSING. DOOR HARDWARE H1 ENTRY 2 EA CLOSER LCN 4021 x 18 6 EA HINGES OFFSET PIVOT ANSI -A-156.4 GRADE 1; PROVIDE EXPOSED PARTS OF CAST ALUMINUM ALLOY, AS SUPPLIED BY DOOR MANUFACTURER. 2 EA PUSH/PULL HANDLE KAWNEER #CO -9 OR HAGER PUSH/PULL SET 164DN/B. 2 EA PANIC HARDWARE ADAMS RITE MFG. CO. 8600 SERIES (FINISH TO MATCH STOREFRONT DOOR) 1 EA THRESHOLD NATIONAL GUARD PRODUCTS, INC. SADDLE TYPE THRESHOLD 325, 72" WIDE x 1/2" RISE (ADA ACCESSIBLE). 1 EA WEATHER STRIPPING: PROVIDE COMPRESSION WEATHER STRIPPING AGAINST FIXED STOPS. AT OTHER EDGES PROVIDE SLIDING WEATHER STRIPPING RETAINED IN ADJUSTABLE STRIP MORTISED INTO DOOR EDGE. PROVIDE EPDM OR VINYL GASKET WEATHER STRIPPING IN BOTTOM DOOR RAIL ADJUSTABLE FOR CONTACT W/ THRESHOLD. 1 EA SIGN MOUNT ONTO DOOR, TO READ 'THIS DOOR MUST REMAIN UNLOCKED WHENEVER THE BUILDING IS OCCUPIED/DURING BUSINESS HOURS." H2 EMERGENCY EXIT 4 EA HINGE 4 1/2" x 4 1/2" STD. BB1279 HAGER 1 EA CLOSER 4111 H-CUSH ALUM LCN 1 EA PANIC 9975E0 -LD 36" SP28 V.DUPRIN 1 EA TRIM 990DT US26D V.DUPRIN 1 EA EXIT ALARM EAX2500 FLUSH DETEX 1 EA LOCKGUARD CLP110 US32D DON -JO 1 EA WEATHER STRIP160V 36 X 84 N.GUARD 1 EA THRESHOLD 325HD 36" N.GUARD 1 EA SWEEP 101VA 36" N.GUARD H3 TYPICAL 4 EA HINGE 4 1/2" x 4 1/2" STD. BB1279 HAGER 1 EA CLOSER 1461 RW/PA ALUM LCN 1 EA PUSH PLATE 30S 4 X 16 US28 HAGER 1 EA PULLPLATE H33E 4 X 16 US28 HAGER 1 EA VIEW FRAME LFRA100 6 X 27 DKB N.GUARD 1 EAGLASS5X26X 1/4"UMCO 1 EA DEADBOLT B660R 626 SCHLAGE 1 EA DOOR STOP 236W US32D HAGER 1 EA KICKPLATE 190S 8 X 34 US28 HAGER oo 1 Li REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 18 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 1 9 2017 PERMIT CENTER 0 0 z 11565 REGISTERED ARCHITECT ERIC J. NIELSEN STATE OF WASHINGTON 12/09/2016 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGI- REQUEST FOR THE RELEASE OI REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED ERIC NIELSEN ARCHITECT 4 W Z O. 4 J 0 F H (1) OC V t� >• Z J 1 y W • 03 IZ CO r• t - o «3 GI W 0 i oa z-1 I I - PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS WATUK 30" X 42" SHEET SHEET CONTENTS: DOOR SCHEDULE, HARDWARE, AND FRAME TYPES A600 Z LLZL `lIV 2 11IANO±N28 '1S NOO:I 0091- 1O811 HOe:IV N3S18IN NOf OI2:18 12/09/2016 88186 dM `d"1 IM�1 tl l 1SV3 11121dd 213AOa Nd SSP �12ldd 3N111OdW 1 Sfl3HI3 ONIAla w 3 z 0 1- 0 w O 1) N z W z w 11/30/2016 DESCRIPTION w 1- 0 w N REVISIONS ILE 0 z F Q w ▪ Lu N W - Q N Z _W W> H M W W 2 C- M a' 1 r 1N'lHV1S 90ZI9IOZ LIOZ 31ld 1VW.Ngo )1f71VM - 9I I.0-510Z1sauawnaothueugslasHvo , INd 59:64Z LIOZ/BI/I 3/2/2017 10:51:59 AM WATUK Trampoline Mezzanine\Revit 2017\MTP16001 WATUK Trampoline M e Parks\MTP CONCRETE MATERIAL 1. ALL CONCRETE SHALL 28 -DAY COMPRESSIVE ALL FOUNDATIONS FOUNDATION WALLS INTERIOR SLABS TILT -WALL PANELS EXTERIOR STRUCTURAL SLABS ALL OTHER CONCRETE (U.N.O.) CURBS & SIDEWALKS BE NORMAL WEIGHT (DENSITY=145 PCF) AND SHALL HAVE A STRENGTH IN ACCORDANCE WITH THE FOLLOWING, U.N.O.: 3000 PS 3000 PS 3000 PS 4000 PS 4500 PS 3000 PS SEE CIVIL WATER -TO -CEMENT PLUS POZZOLANIC MATERIALS RATIO SHALL BE IN ACCORDANCE WITH THE FOLLOWING: F'c (psi) 6,000 5,000 4,000 3,000 NON -AIR ENTRAINED AIR ENTRAINED 0.41 ---- 0.48 0.40 0.57 0.48 0.68 0.59 2. ALL FOUNDATION CONCRETE SHALL BE 4-6% AIR ENTRAINED. SLAB CONCRETE SHALL NOT HAVE ENTRAINED AIR, U.N.O. 3. THE SLUMP OF ALL CONCRETE SHALL NOT EXCEED 4" UNLESS A HIGH RANGE WATER -REDUCING ADMIXTURE IS USED. THE SLUMP OF CONCRETE PRIOR TO ADDITION OF A HIGH -RANGE WATER -REDUCING ADMIXTURE SHALL NOT EXCEED 4". THE SLUMP OF CONCRETE CONTAINING A HIGH RANGE WATER -REDUCING ADMIXTURE SHALL NOT EXCEED 10". 4. THE COARSE AGGREGATE SIZE SHALL BE #57 OR LARGER. 5. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR REVIEW A MINIMUM OF ONE WEEK PRIOR TO PLACEMENT OF ANY CONCRETE. THE CONCRETE MIX DESIGNS SHALL INCLUDE ALL STRENGTH DATA NECESSARY TO SHOW COMPLIANCE WITH THE PROJECT SPECIFICATIONS FOR EITHER THE TRIAL BATCH OR FIELD EXPERIENCE METHOD. CONCRETE REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE. ALL WELDED REINFORCING BARS SHALL CONFORM TO ASTM A706. 2. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. WIRE FABRIC SHALL BE SUPPLIED IN SHEETS. ROLLED FABRIC WILL NOT BE ACCEPTED. WIRE FABRIC SHALL BE PLACED AT THE MID -DEPTH OF THE SLAB. WIRE FABRIC SHALL BE SUPPORTED ON CONTINUOUS HIGH CHAIRS SPACED NOT MORE THAN 4 FEET O.C. 3. ALL REINFORCING SHALL BE DETAILED, FABRICATED, AND PLACED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. ALL DOWELS ARE TO BE TIED IN PLACE. IF ANY DOWELS ARE 'STABBED' AFTER THE CONCRETE HAS BEEN PLACED, THE CONCRETE SHALL BE REMOVED AND REPLACED. 4. ALL REINFORCING SHALL BE SUPPORTED IN FORMS, SPACED WITH NECESSARY ACCESSORIES AND SHALL BE SECURELY WIRED TOGETHER, IN ACCORDANCE WITH THE LATEST EDITION OF THE CRSI "MANUAL OF STANDARD PRACTICE". 5. MINIMUM CONCRETE COVER, UNLESS NOTED OTHERWISE: UNFORMED SURFACE IN CONTACT WITH THE GROUND 3 IN. FORMED SURFACES EXPOSED TO EARTH OR WEATHER: #6 BARS AND LARGER 2 IN. #5 BARS AND SMALLER 1'/ IN. FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER: BEAMS, GIRDERS AND COLUMNS SLABS, WALLS AND JOISTS: #11 BARS AND SMALLER 3/4 IN. #14 AND #18 BARS 1'/IN. 6. ALL BASE PLATES, ANCHOR BOLTS, SUPPORT ANGLES, ETC., WHICH ARE BELOW GRADE SHALL BE COVERED WITH A MINIMUM OF 3" OF CONCRETE. 7. ALL LAP SPLICES SHALL BE IN ACCORDANCE WITH THE FOLLOWING TABLE, UNLESS NOTED OTHERWISE. WHERE CLASSES ARE NOT CALLED OUT ON DRAWINGS, USE CLASS "B" SPLICES. 1'/z IN. TENSION SPLICE (IN.) COMPRESSION SPLICES (IN.) BAR SIZE TOP BARS OTHER BARS CLASS A CLASS B CLASS A CLASS B #3 16 21 12 16 12 #4 21 28 16 21 15 #5 27 35 21 27 19 #6 35 46 27 35 23 #7 48 62 37 48 26 #8 63 82 48 63 30 #9 80 104 61 80 34 #10 101 131 78 101 38 #11 125 162 96 125 42 FOUNDATION, SLAB -ON -GRADE - GENERAL GENERAL NOTES 1. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS FULLY COMPLETED. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF ANY SHORING, TEMPORARY BRACING, GUYS OR TIEDOWNS WHICH MIGHT BE NECESSARY. SUCH MATERIAL SHALL REMAIN THE CONTRACTOR'S PROPERTY AFTER THE COMPLETION OF THE PROJECT. 2. IT IS SOLELY THE CONTRACTORS RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. 3. ALL DIMENSIONS ON THE STRUCTURAL DRAWINGS SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY RELEVANT DIMENSIONAL DISCREPANCIES. 4. GOVERNING CODE: 2015 IBC 5. ALL FRAMING SHALL BE COORDINATED WITH THE MECHANICAL DRAWINGS TO ENSURE ADEQUATE CLEARANCES FOR CHASES, DUCT WORK, PIPING, ETC. 6. DESIGN LOADS: MEZZ. DEAD LOAD: 30 PSF (INCLUDING SLAB WT.) MEZZ. LIVE LOAD: 100 PSF SEISMIC DESIGN CRITERIA: SITE CLASS: D SEISMIC RISK CATEGORY: II SEISMIC IMPORTANCE FACTOR: 1.0 SEISMIC DESIGN CATEGORY: D Ss =1.444 Fa =1.0 SMS =1.444 SDS = 0.963 S1 = 0.537 Fv = 1.5 SM1 = 0.806 SD1 = 0.537 BASIC SEISMIC -FORCE -RESISTING SYSTEM: ORDINARY STEEL MOMENT FRAMES ANALYSIS PROCEDURE: EQUIVALENT LATERAL -FORCE PROCEDURE MISCELLANEOUS 1. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2. THE STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIREMENTS FROM SUCH DRAWINGS INTO THEIR SHOP DRAWINGS AND WORK. 3. ANY DETAIL TITLED AS A TYPICAL DETAIL IS APPLICABLE THROUGHOUT THE DESIGN DRAWINGS. THESE DETAILS ARE DEFINED AS GENERAL STANDARDS THAT ARE USUALLY IDENTIFIED BY SPECIFIC REFERENCE WITHIN THE DRAWINGS. 4. NO OPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL -OF -RECORD. 5. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE PROFESSIONAL -OF -RECORD. 6. OPENINGS IN WALLS AND DECK, WHICH ARE 1'-4" AND LESS ON A SIDE, ARE GENERALLY NOT SHOWN ON THE STRUCTURAL DRAWINGS. REFER TO THE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SUCH OPENINGS. 7. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED ON THE STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED. 8. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. 9. DO NOT SCALE THESE DRAWINGS. USE SPECIFIED DIMENSIONS. 10. CONTRACTORS CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. 11. THE CONTRACTOR SHALL INFORM THE PROFESSIONAL -OF -RECORD IN WRITING OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT BE RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION BY THE PROFESSIONAL -OF - RECORD'S REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC., UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE PROFESSIONAL -OF -RECORD OF SUCH DEVIATION AT THE TIME OF SUBMISSION, AND THE PROFESSIONAL -OF -RECORD HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. SUBMITTAL PROCEDURES 1. TRANSMIT SUBMITTALS SUFFICIENTLY IN ADVANCE OF RELATED CONSTRUCTION ACTIVITIES TO AVOID UNNECESSARY DELAY. THE STRUCTURAL ENGINEER FOR THIS PROJECT MAY WITHHOLD ACTION ON A SUBMITTAL REQUIRING COORDINATION WITH OTHER SUBMITTALS UNTIL ALL RELATED SUBMITTALS ARE RECEIVED. 2. SHOP DRAWINGS SHALL BE SUBMITTED IN AN UNLOCKED 'PDF' ELECTRONIC FORMAT. LOCKED 'PDF' FILES WILL NOT BE ACCEPTED. THE SHOP DRAWINGS WILL BE REVIEWED, MARKED UP, AND RETURNED IN 'PDF' ELECTRONIC FORMAT. 1. THE FOUNDATIONS HAVE BEEN DESIGNED FOR A NET ALLOWABLE BEARING PRESSURE OF 2,500 PSF. 2. ALL BEARING MATERIAL SHALL BE INSPECTED BY THE INDEPENDENT TESTING AGENCY PRIOR TO CONCRETE PLACEMENT. THE INDEPENDENT TESTING AGENCY SHALL BE THE SOLE JUDGE AS TO THE SUITABILITY OF THE BEARING MATERIAL. FOOTING ELEVATIONS SHALL BE ADJUSTED AS REQUIRED. 3. FOOTINGS MAY BE POURED INTO AN EARTHEN FORMED TRENCH IF SOIL CONDITIONS PERMIT. 4. FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST BACK FILLING PRESSURES UNTIL FLOOR SLABS AT TOP AND BOTTOM ARE IN PLACE OR UNTIL THE CONCRETE HAS ATTAINED ITS FULL COMPRESSIVE STRENGTH FOR CANTILEVER WALLS. 5. WHERE FOUNDATION WALLS ARE TO HAVE EARTH PLACED ON EACH SIDE, PLACE FILL SIMULTANEOUSLY SO AS TO MAINTAIN A COMMON ELEVATION ON EACH SIDE OF THE WALL. 6. VERIFY THE USE AND EXTENT OF PERIMETER INSULATION WITH ARCHITECTURAL DRAWINGS PRIOR TO THE INSTALLATION OF FOUNDATIONS. INSTALL PERIMETER INSULATION AS REQUIRED. 7. UNDER -SLAB DRAINAGE FILL TO BE A MINIMUM 4 -INCH COMPACTED LAYER OF WASHED ASTM No. 57 STONE. STRUCTURAL STEEL 1. STEEL SHALL CONFORM TO THE FOLLOWING GRADES: ALL CHANNELS, ANGLES, PLATES, ETC. (UNLESS NOTED OTHERWISE) ALL WIDE FLANGES (UNLESS NOTED OTHERWISE) STRUCTURAL TUBE STEEL PIPE ANCHOR RODS BOLTS WELD ELECTRODES SPECIAL INSPECTIONS z 0 wLLI 0 J <0 Lu oo-- 0 7'-0" OPEN H O a DASHED LINE INDICATES EDGE OF SLAB (TYP.) 4'-0" 4'-0" 4'-0" 3'-10" 1' a -- _ - v'' I 1- `I o 4' I # 1 I- co I . 'v'o \ I� 1- I co a 1 1 ` 1- o co..- - O 1 i `o i /7 rl /( o J' li QO. z'( 1 1- co iI' w ; O Z o - 1 N M M _ H O I Hl 1 1 1- M 0 010 IN EXIST. MEZZANINE PLAN NOTES: 1. GUARDRAIL SECTIONS ARE TO BE SHOP FABRICATED IN SECTIONS AS SHOWN ON THE PLAN. RAISED PLATFORM GUARDRAIL SUPPORT PLAN 1/4" = 1'-0" SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 17 OF THE IBC BY A SPECIAL INSPECTOR HIRED BY THE OWNER TO PERFORM THE SPECIAL INSPECTIONS LISTED BELOW. REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION 1. MATERAIL VERIFICATION OF HIGH STRENGTH BOLTS, NUTS, AND WASHERS: A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS - PERIODIC B. MANUFACTURERS CERTIFICATE OF COMPLIANCE REQUIRED - PERIODIC 2. INSPECTION OF HIGH STRENGTH BOLTING: A. SNUG -TIGHT JOINTS - PERIODIC 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL: A. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO CONFORM TO AISC 360 - PERIODIC B. MANUFACTURERS CERTIFIED TEST REPORTS - PERIODIC 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: A. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS - PERIODIC B. MANUFACTURERS CERTIFICATE OF COMPLIANCE REQUIRED - PERIODIC 5. INSPECTION OF WELDING A. COMPLETE AND PARTIAL PENETRATION GROOVE WELDS - CONTINUOUS B. SINGLE PASS FILLET WELDS < OR = 5/16" - PERIODIC A36 A992 (FY=50 KSI) A500, GRADE B (FY=46 KSI) A53 (FY -35 KSI) F1554, GRADE 55 A325 -N (UNLESS NOTED OTHERWISE) E70XX 2. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC CODE OF STANDARD PRACTICE (LATEST EDITION), EXCEPT AS MODIFIED IN THESE NOTES AND THE PROJECT SPECIFICATIONS. 3. THE STEEL STRUCTURE IS A NON -SELF-SUPPORTING STEEL FRAME AND IS DEPENDENT UPON DIAPHRAGM ACTION OF THE ROOF DECK, FLOOR SLABS AND ATTACHMENT TO THE WALL SYSTEM FOR STABILITY AND FOR RESISTANCE TO WIND AND SEISMIC FORCES. PROVIDE ALL TEMPORARY SUPPORTS REQUIRED FOR STABILITY AND FOR RESISTANCE TO WIND AND SEISMIC FORCES UNTIL THESE ELEMENTS ARE COMPLETE AND ARE CAPABLE OF PROVIDING THIS SUPPORT. 4. WHERE A325 BOLTS OF ANY DIAMETER OR A490 EQUAL TO OR LESS THAN 1 INCH IN DIAMETER ARE TO BE INSTALLED AND TIGHTENED IN AN OVERSIZE OR SHORT SLOTTED HOLE IN AN OUTER PLY, A HARDENED WASHER CONFORMING TO ASTM F436 SHALL BE USED. 5. ALL STRUCTURAL STEEL SHALL BE PAINTED WITH RED OR GRAY PRIMER. DO NOT PAINT TOP OF BEAMS WHERE HEADED STUD ANCHORS ARE TO BE ATTACHED. 6. AFTER ANCHOR RODS HAVE BEEN SET, AND BEFORE CONCRETE IS PLACED, IT IS STRONGLY SUGGESTED THAT THE CONTRACTOR ENGAGE A SURVEYOR TO VERIFY THE PROPER LOCATION AND ELEVATION OF THE ANCHOR RODS. 7. PER THE AISC MANUAL OF STEEL CONSTRUCTION, ANCHOR ROD HOLES IN BASE PLATES AND WASHERS SHALL BE THE FOLLOWING: ANCHOR ROD 0 MAX. HOLE SIZE IN BASE PL WASHER SIZE MIN. WASHER THICK. MAX HOLE SIZE IN WASHER 1-5/16" 2" 1/4" 13/16" 1-9/16" 2%" 5/16" 15/16" 1" 1-13/16" 3" 3/8" 1-1/16" 1%" 2-1/16" 3" 1/2" 1-5/16" 1W 2-5/16" 3%" 1/2" 1-9/16" 13/4" 2-3/4" 4" 5/8" 1-13/16" 2" 3-1/4" 5" 3/4" 2-1/16" 2'/Z' 3-3/4" 5%" 7/8" 2-9/16" /" 3/4" METAL DECK 1. METAL DECK SHALL COMPLY WITH THE REQUIREMENTS OF THE STEEL DECK INSTITUTE "SPECIFICATIONS AND COMMENTARY FOR STEEL DECK' (LATEST EDITION). 2. ALL METAL DECK SHALL BE OF CONFIGURATION, DEPTH, AND MINIMUM GA., AS SPECIFIED ON THE DRAWINGS. ATTACHMENT OF METAL DECK TO THE SUPPORTING STRUCTURAL MEMBERS SHALL BE, AT A MINIMUM, AS SPECIFIED ON THE DRAWINGS. SEE THE PLAN NOTES. 3. DO NOT HANG OR SUPPORT ANY LOADS FROM METAL DECK. 4. ALL METAL DECK SHEETS SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SPANS. 5. ALL NON COMPOSITE METAL DECK SHEET ENDS SHALL BE LAPPED A MINIMUM OF 2". BUTTED ENDS ARE NOT PERMITTED. END LAPS SHALL BE STAGGERED WHEN THE THICKNESS OF THE DECK EXCEEDS 20GA. 6. E60XX ELECTRODES SHALL BE USED WHEN WELDING METAL DECK. 1 1'/"0 PIPE GUARDRAIL POST 12ga. POUR STOP CCOL 7' - 8" 0/0 EDGE ANGLE r. ./ 4' 7' - 0" 4" "We. W10X26, -4.40C4 HATCH REPRESENTS DECK SPAN DIRECTION w J w 0 w 1- 0 0 N 0 0 U DASHED LINE INDICATES EDGE OF SLAB (TYP.) PLAN NOTES: 1. RAISED PLATFORM FINISH FLOOR = 113'-4", U.N.O. 2. FLOOR DECK 0 BE 3%" TOTAL THICKNESS LIGHTWEIGHT (110PCF) CONC. ON 1%"x18 GAGE TYPE PLB-36 FORMLOK BY VERCO. 3. REINFORCE SLAB W/ 6x6-W1.4xW1.4 W.W.F. 4. ATTACH DECK TO SUPPORTS W/ HILTI X -ENP -19-L15 ON A 36/4 PATTERN. 5. ATTACH SIDELAPS W/ VSC2 (VERCO SIDELAP CONNECTION 2) @ 12" O.C. SEE SECTION 3.8 IN IAPMO ER 0217. 1) INDICATES MOMENT CONNECTION WELD TOP AND BOTTOM FLANGES FX - FOOTING NUMBER CX - COLUMN NUMBER 2 RAISED PLATFORM FRAMING PLAN 1/4" = 11-0" CONC. ON. MTL. DECK TYP RAISED PLATFORM GUARDRAIL ATTACHMENT 1 1/2" = 1'-0" v 1%"0 STD. PIPE RAIL, TOP & BOTTOM F 1'/"0 STD. PIPE POST. SPACING PER PLAN. - FINISH FLOOR SEE ARCH FOR ADDITIONAL GUARDRAIL DETAILS TYP. MEZZ. GUARDRAIL 1 1/2" = 1'-0" STRUCTURAL STEEL COLUMN SCHEDULE COL MARK SIZE C4 HSS4X4X1 /2 EXIST. MEZZANINE PLAN NOTES: 1. FINISH FLOOR ELEVATION = 100.00' (ASSUMED) 2. TOP OF FOOTING ELEV. (TF) = 99.33', U.N.O. 3. COLUMNS ARE TO BEAR @ TF = 99.33', U.N.O. FTG MARK F4 LENGTH 4'-0" FOUNDATION SCHEDULE WIDTH THICKNESS 4'-0" 1'-0" REINFORCEMENT 545's EA. WAY W10X26- 3/8" SHEAR TAB W/ (2) 3/"0 A325 BOLTS TYP. 3 SIDES N 4. 6"SQ.x'/Z' CAP PL HSS4x4x% STUB 5/16 6"SQ.x%" PL HSS4X4X1/2 W10x26 TO HSS4x4x% 1 1/2" = 1'-0" 12ga. POUR STOP 4" " 1"I 1" CONC. ON. MTL. DECK BM TYP. EDGE ANGLE 1 1/2" = 1'-0" W10X26 2-L3x3xV4 W/ (2) 3/4"0 A325 BOLTS BEAM TO BEAM CONNECTION 1 1/2" = 1'-0" fit FOA 1 /4" = 1'-0" COL - SEE PLAN COL BASE - SEE PLAN 1'/" 5000 PSI NON -SHRINK GROUT SAW CUT AND REMOVE EXIST. SLAB FOR NEW FTG. EXIST. SLAB 3" CLR. 3" CLR. FOOTING - SEE PLAN FOR SIZE AND REINFORCEMENT TYP. COLUMN FTG. 1" = 1'-0" 1'-0" d J 0 (4) 3/"0 ANCHOR BOLTS - SEE TYP. DETL. PLATE WASHER - 0 SEE NOTES FOR SIZE HSS4x4x% BASE PLATE 1 1/2" = 1'-0" LEVELING NUT TOP OF CONC. ASTM F1554 GRADE 55 ANCHOR ROD HEADED END OR WELDED NUT 0 0 w a TYP. 4 3/16 V 1" SIDES THE FABRICATION OF THE ANCHOR ROD AND HEAD/NUT SHALL CONFORM TO ASTIWI_ 54 *'J' BOLTS WILLFNu BE ACCEPTED* TYP. ANCHOR BOLT 1 1/2" = 1'-0" b I1i05 r �I REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 Z011 • City of Tukwila BUILDING DIVISION RECEIVED CITU OF TUKWILA VAR 9 217 PERMIT CENTER a cl5sta-z 0 d' g CD ;To CD 0 el) It 15 wt I 44 0 d' al ch a ti 0 N ti 0 .0 J 0 a) W 2 "2 N LL1 O oz11.16- z 0 0 2) ;tt w w 2 co RAISED PLATFORM PLANS REVISIONS REV# REVISION DATE 1 03-02-2017 DRAWN BY: TIM CHECKED BY: MYERS ISSUED DATE: 01-17-2017 PROJECT No: MTP16001 SCALE: As indicated S1 .1 FAN HOOD OVERALL MECHANICAL PLAN 1/16"=1'-0" .�a (E) 500 CFM L.' OVERALL MEZZANINE MECHANICAL PLAN 1/16"=1'-0" KEYED NOTES 1. VARIABLE AIR VOLUME UNITS IN MEZZANINE AREA ARE EXISTING TO REMAIN. CLEAN AND REFURBISH UNITS TO LIKE -NEW CONDITION. NOTIFY OWNER OF ANY MAJOR REPAIRS. ALL ASSOCIATED DUCTWORK AND AIR DEVICES ARE EXISTING TO REMAIN, ADJUST AIRFLOWS IF REQUIRED. FIELD VERIFY THERMOSTAT LOCATIONS, RELOCATE AS NECESSARY FOR DEMOLISHED WALLS. 2. AIR DEVICES ARE EXISTING TO REMAIN. RELOCATE AND REBALANCE AIRFLOWS IF NECESSARY. NOTED AIRFLOWS REPRESENT A MINIMUM REQUIREMENT FOR THE SPACE. 3. RESTROOMS AND ASSOCIATED EXHAUST SYSTEMS ARE EXISTING TO REMAIN. CLEAN AND REFURBISH EXHAUST FANS TO LIKE -NEW CONDITION. NOTIFY OWNER OF ANY MAJOR REPAIRS. 4. PROVIDE NEW SIDEWALL EXHAUST FAN (EF -1), REFER TO SCHEDULE. PROVIDE WITH 45 DEGREE WEATHERHOOD AND BIRD SCREEN. EXHAUST FAN TO BE CONTROLLED WITH TIMECLOCK TO RUN DURING OPERATING HOURS, COORDINATE WITH OWNER. ELEVATE EXHAUST FAN ASSEMBLY 10' A.F.F., SEAL WALL PENETRATION WEATHER TIGHT. 5. GAS FIRED UNIT HEATERS IN PARKING GARAGE AREA ARE EXISTING TO REMAIN, FIELD VERIFY EXACT LOCATIONS. D HVAC NOTES 1. EACH CONTRACTOR IS RESPONSIBLE FOR HAVING I SPECIFICATIONS AS THEY RELATE TO THIS WORK. NO j TO LACK OF THIS KNOWLEDGE. PROVIDE ALL i I I I ACCORDANCE WITH STATE AND LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. 2. COORDINATE WORK WITH ALL OTHER TRADES AND DRAWINGS TO DETERMINE INTERFACE REQUIREMENTS NECESSARY TO PROPERLY INTEGRATE ALL MAJOR BUILDING SYSTEMS. 3. THE DRAWINGS ARE SCHEMATIC ONLY AND THE CONTRACTOR SHALL MAKE ADJUSTMENTS FOR SPACE REQUIREMENTS AND CONFLICTS WITH OTHER TRADES AND SHALL OBTAIN APPROVAL FROM THE ARCHITECT FOR ANY VARIATION FROM THE INDICATED LOCATIONS. 4. ALL EQUIPMENT AND SYSTEMS CALLED FOR SHALL BE INSTALLED BY EXPERIENCED CRAFTSMEN AND SHALL INCLUDE ALL NECESSARY DEVICES, APPURTENANCE AND EQUIPMENT FOR A COMPLETE WORKABLE SYSTEM. ALL SYSTEMS AND EQUIPMENT SHALL BE GUARANTEED AND FREE FROM DEFECTS IN MATERIAL AND WORKMANSHIP FOR TIME PERIODS OF GUARANTEE AS SPECIFICALLY CALLED FOR OR FOR A MINIMUM TIME OF ONE YEAR WHERE NO TIME LIMIT IS r \ r \\ \✓ \ \ \ \ \ r . \ \ ` L✓ \� \I \ r \ \ \ \ \\\ U \ \.\\ \✓ \ % \ a% \\ \`� \\� \. ,N \ \ � \✓ \ \\ \�\ U \% FIRE PROTECTION CONTRACTOR. f! y /! / i r., / / \ ice. II r, ,! !/ /� �' / // / h, / / n / / .---, if /7\ '�� >(\ \\ / \` it ' ` \. f \ 7. INSULATE ALL ROUND DUCTS ABOVE CEILING EXTERNALLY WITH 2" FIBERGLASS INSULATION WITH t= INSULATED WITH 1" THICK LINER. TAPE ALL JOINTS. ALL DUCT SIZES SHOWN ARE SHEET METAL SIZES. / 1-1/2LB. DENSITY DUCT LINER. \ . / / / / / / CL/- 1 CONTRACTOR SHALL ACCOUNT FOR INSULATION THICKNESS WHEN ORDERING DUCTWORK. 9. FLEXIBLE DUCTWORK MAINS ARE NOT PERMITTED. 10. TYPICAL BRANCH FITTING DETAILS ARE APPLICABLE THROUGHOUT. 11. FURNISH AND INSTALL VOLUME/BALANCE DAMPERS AT ALL BRANCH DUCTS TO DIFFUSERS. 12. PROVIDE FIRE SEAL WHERE PIPING AND DUCTWORK , Li / 0 %, \, \ \ `. \ % `\ \\ \\ \\ ,-, \ \ , \\\\ \\\\ \ \I `\ , \ \\\ \\\\\\\\\ ..) s, ._,) \ \ \ \\\\\ tia \\ PUBLISHED SEISMIC DETAILS, LOCAL AND NATIONAL CODES. CONTRACTOR'S RESPONSIBILITY INCLUDES STRUCTURAL ENGINEER'S CERTIFICATION ON DETAILS 1 / ) / 14. ALL TEMPERATURE SENSORS, FAN SWITCHES, AND / / I 7 / / / ABOVE THE FLOOR FOR ADA ACCESSIBILITY. � l' / / .3 i / / , / i I - I r y \ \. \ \ \ \. \` ; c \Y, \ %jy \\ �\\ \„ \\ % Y EACH SUPPLY, EXHAUST AND OUTSIDE AIR DEVICE TO WITHIN 10% OF INDICTED AIRFLOWS AND FURNISH A REPORT TO THE CONSTRUCTION MANAGER. THE ENTIRE HVAC SYSTEM MUST BE FULLY OPERABLE, BALANCE, AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO BUILDING OCCUPANCY. ADJUST THERMOSTATS AND CONTROL DEVICES TO OPERATE AO INTENDCD. CERTIFY TO THE OWNER THAT ADJUSTMENTS HAVE BEEN MADE AND THAT THE i I PROPER SEQUENCE OF INTERLOCK SYSTEMS, AND OPERATION OF SAFETY CONTROLS. COORDINATE VAV I 16. THE GC SHOULD ADDRESS ALL BUILDING SYSTEMS AND BRING ANY DEFICIENCIES TO OWNER'S i MECHANICAL AFTER THE ISSUANCE OF THE BUILDING PERMIT. THE I7REF.1/M101 / ___ ______.-:—_._._....__a - _ WATER, ETC. MECHANICAL SYMBOLS RECTANGULAR DUCT 18" WIDE BY 12" DEEP 18x12 I P 12" DIAMETER ROUND DUCT • >< SUPPLY DUCT IN SECTION 1 RETURN OR EXHAUST DUCT IN I SECTION NIELBOW WITH TURNING VANES TEE WITH TURNING VANES it i ROUND (OR OVAL) ELBOW MOTORIZED DAMPER pg• ZD - ZONE DAMPER 17�' :' BD - BYPASS DAMPER .. - SUPPLY AIR DIFFUSER WITH ROUND SUPPLY DUCT I l): ( II i f f RETURN AND/OR TRANSFER AIR 1 ( ( I*! Wil I EXHAUST AIR DIFFUSER WITH ROUND DUCT " <1 CD -1 DIFFUSER OR GRILLE TYPE & CFM I i OT RTU -1 ! E i S. RTU -1 : O TEMPERATURE SENSOR - ,._ .... O RTU -1 CO2 SENSOR EXISTING DUCTWORK IL CONNECT TO EXISTING I f 0 I I 1 1 I 1 ! 1 !I !I / t e t iI I I I , i I ' f4 I I ! 1Y�rti ' 1 I � 1 ! i I j ------- r\/ /\,W, I I I I ! I � ! I I I I I i 11 � I 1 1 c I 1 i I i j I ! I ; I I ! I ! II ' I ! I I Ir I — ! I 1 11/ IJ ' i Y� 30' --- ,--- 1 I t I \,L.j. 1 i I OVERALL MECHANICAL PLAN 1/16"=1'-0" .�a (E) 500 CFM L.' OVERALL MEZZANINE MECHANICAL PLAN 1/16"=1'-0" KEYED NOTES 1. VARIABLE AIR VOLUME UNITS IN MEZZANINE AREA ARE EXISTING TO REMAIN. CLEAN AND REFURBISH UNITS TO LIKE -NEW CONDITION. NOTIFY OWNER OF ANY MAJOR REPAIRS. ALL ASSOCIATED DUCTWORK AND AIR DEVICES ARE EXISTING TO REMAIN, ADJUST AIRFLOWS IF REQUIRED. FIELD VERIFY THERMOSTAT LOCATIONS, RELOCATE AS NECESSARY FOR DEMOLISHED WALLS. 2. AIR DEVICES ARE EXISTING TO REMAIN. RELOCATE AND REBALANCE AIRFLOWS IF NECESSARY. NOTED AIRFLOWS REPRESENT A MINIMUM REQUIREMENT FOR THE SPACE. 3. RESTROOMS AND ASSOCIATED EXHAUST SYSTEMS ARE EXISTING TO REMAIN. CLEAN AND REFURBISH EXHAUST FANS TO LIKE -NEW CONDITION. NOTIFY OWNER OF ANY MAJOR REPAIRS. 4. PROVIDE NEW SIDEWALL EXHAUST FAN (EF -1), REFER TO SCHEDULE. PROVIDE WITH 45 DEGREE WEATHERHOOD AND BIRD SCREEN. EXHAUST FAN TO BE CONTROLLED WITH TIMECLOCK TO RUN DURING OPERATING HOURS, COORDINATE WITH OWNER. ELEVATE EXHAUST FAN ASSEMBLY 10' A.F.F., SEAL WALL PENETRATION WEATHER TIGHT. 5. GAS FIRED UNIT HEATERS IN PARKING GARAGE AREA ARE EXISTING TO REMAIN, FIELD VERIFY EXACT LOCATIONS. D HVAC NOTES 1. EACH CONTRACTOR IS RESPONSIBLE FOR HAVING THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS AS THEY RELATE TO THIS WORK. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED DUE TO LACK OF THIS KNOWLEDGE. PROVIDE ALL MATERIALS FOR A COMPLETE INSTALLATION IN ALL RESPECTS READY FOR INTENDED USE AND IN STRICT ACCORDANCE WITH STATE AND LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. 2. COORDINATE WORK WITH ALL OTHER TRADES AND DRAWINGS TO DETERMINE INTERFACE REQUIREMENTS NECESSARY TO PROPERLY INTEGRATE ALL MAJOR BUILDING SYSTEMS. 3. THE DRAWINGS ARE SCHEMATIC ONLY AND THE CONTRACTOR SHALL MAKE ADJUSTMENTS FOR SPACE REQUIREMENTS AND CONFLICTS WITH OTHER TRADES AND SHALL OBTAIN APPROVAL FROM THE ARCHITECT FOR ANY VARIATION FROM THE INDICATED LOCATIONS. 4. ALL EQUIPMENT AND SYSTEMS CALLED FOR SHALL BE INSTALLED BY EXPERIENCED CRAFTSMEN AND SHALL INCLUDE ALL NECESSARY DEVICES, APPURTENANCE AND EQUIPMENT FOR A COMPLETE WORKABLE SYSTEM. ALL SYSTEMS AND EQUIPMENT SHALL BE GUARANTEED AND FREE FROM DEFECTS IN MATERIAL AND WORKMANSHIP FOR TIME PERIODS OF GUARANTEE AS SPECIFICALLY CALLED FOR OR FOR A MINIMUM TIME OF ONE YEAR WHERE NO TIME LIMIT IS SET FORTH. 5. SPRINKLER HEAD AND LIGHTING FIXTURE LOCATIONS TAKE PRECEDENCE OVER DIFFUSER LOCATIONS. COORDINATE WITH ELECTRICAL CONTRACTOR AND FIRE PROTECTION CONTRACTOR. 6. DUCTWORK IDENTIFICATION AND INSTALLATION TO ADHERE TO GOVERNING CODES. 7. INSULATE ALL ROUND DUCTS ABOVE CEILING EXTERNALLY WITH 2" FIBERGLASS INSULATION WITH VAPOR BARRIER. SPIRAL DUCT TO BE INTERNALLY INSULATED WITH 1" THICK LINER. TAPE ALL JOINTS. ALL DUCT SIZES SHOWN ARE SHEET METAL SIZES. INSULATE ALL RECTANGULAR DUCT WITH 1" THICK 1-1/2LB. DENSITY DUCT LINER. 8. DUCTWORK SIZES INDICATE NET FREE AREA, CONTRACTOR SHALL ACCOUNT FOR INSULATION THICKNESS WHEN ORDERING DUCTWORK. 9. FLEXIBLE DUCTWORK MAINS ARE NOT PERMITTED. 10. TYPICAL BRANCH FITTING DETAILS ARE APPLICABLE THROUGHOUT. 11. FURNISH AND INSTALL VOLUME/BALANCE DAMPERS AT ALL BRANCH DUCTS TO DIFFUSERS. 12. PROVIDE FIRE SEAL WHERE PIPING AND DUCTWORK PENETRATE FIRE RATED ASSEMBLY. 13. PROVIDE SEISMIC BRACING BASED ON APPROPRIATE SEISMIC ZONE REQUIREMENTS PER SMACNA PUBLISHED SEISMIC DETAILS, LOCAL AND NATIONAL CODES. CONTRACTOR'S RESPONSIBILITY INCLUDES STRUCTURAL ENGINEER'S CERTIFICATION ON DETAILS SUBMITTED FOR PERMITTING. 14. ALL TEMPERATURE SENSORS, FAN SWITCHES, AND SPEED CONTROLS SHALL BE MOUNTED 42 INCHES ABOVE THE FLOOR FOR ADA ACCESSIBILITY. 15. AIR BALANCE SHALL BE PERFORMED BY AN INDEPENDENT AIR BALANCE CONTRACTOR. BALANCE EACH SUPPLY, EXHAUST AND OUTSIDE AIR DEVICE TO WITHIN 10% OF INDICTED AIRFLOWS AND FURNISH A REPORT TO THE CONSTRUCTION MANAGER. THE ENTIRE HVAC SYSTEM MUST BE FULLY OPERABLE, BALANCE, AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO BUILDING OCCUPANCY. ADJUST THERMOSTATS AND CONTROL DEVICES TO OPERATE AO INTENDCD. CERTIFY TO THE OWNER THAT ADJUSTMENTS HAVE BEEN MADE AND THAT THE SYSTEM IS OPERATING SATISFACTORY. CHECK PROPER SEQUENCE OF INTERLOCK SYSTEMS, AND OPERATION OF SAFETY CONTROLS. COORDINATE VAV AIRFLOWS WITH OWNER'S BMS CONTROLS. 16. THE GC SHOULD ADDRESS ALL BUILDING SYSTEMS AND BRING ANY DEFICIENCIES TO OWNER'S IMMEDIATE ATTENTION BUT NOT MORE THAN 15 DAYS AFTER THE ISSUANCE OF THE BUILDING PERMIT. THE SYSTEMS INCLUDE HVAC, ELECTRICAL, PLUMBING, ROOF, STRUCTURE, LANDSCAPE IRRIGATION, SEWER, WATER, ETC. MECHANICAL SYMBOLS RECTANGULAR DUCT 18" WIDE BY 12" DEEP 18x12 12" DIAMETER ROUND DUCT 12"0 + >< SUPPLY DUCT IN SECTION RETURN OR EXHAUST DUCT IN SECTION NIELBOW WITH TURNING VANES TEE WITH TURNING VANES ROUND (OR OVAL) ELBOW MOTORIZED DAMPER pg• ZD - ZONE DAMPER 17�' :' BD - BYPASS DAMPER SUPPLY AIR DIFFUSER WITH ROUND SUPPLY DUCT l): ( RETURN AND/OR TRANSFER AIR 1 ( ( DIFFUSER WITH ROUND DUCT EXHAUST AIR DIFFUSER WITH ROUND DUCT " <1 CD -1 DIFFUSER OR GRILLE TYPE & CFM 400 CFM OT RTU -1 THERMOSTAT S. RTU -1 : O TEMPERATURE SENSOR - ,._ .... O RTU -1 CO2 SENSOR EXISTING DUCTWORK CONNECT TO EXISTING 1..00rit RECEIVED CITY OF TUKWILA JAN 1 9 2017 PERMIT CENTER SEPARATE 4 PERMIT AND APPROVAL REQUIRED N rZ W •N J W 1.11 Q Z LU UQCD 0 —/ O LL 1- W Z w CORE STATES IN RE 1700 W Industrial Drive, Ste.13 Rogers, AR 72756 Phone (479) 986-4400 FAX (479)986-0401 GROUP PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT, REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED BY NIELSEN ARCHITECTURE, LLC. PROJECT NUMBER: 2015-0116 DRAWN BY: MCB APPROVED BY: DML ISSUE DATE:. _. 11/30/2016 REVISIONS DATE DESCRIPTION SHEET CONTENTS: MECHANICAL PLAN M 1 0 0 ii RTU - 72" A.F.F. RTU -2 72" A.F.F. (E) 150 CFM 150 CFM ®I><1 (E) 400 CFM (E) 400 CFM (E) 400 CFM ENLARGED MECHANICAL PLAN 1/8"=1'-0" KEYED NOTES 1. PROVIDE NEW GAS FIRED ROOFTOP UNIT, REFER TO SCHEDULE ON M200. INSTALL ON FACTORY ROOF CURB, COORDINATE EXACT ROOFTOP UNIT LOCATION WITH LANDLORD. SUPPLY DUCTWORK TO TERMINATE TIGHT TO ROOF IN 4 -WAY SUSPENDED CEILING DIFFUSER (DP -1), REFER TO SCHEDULE AND 2/M200. REFER TO SCHEDULE FOR DEMAND CONTROL VENTILATION AIRFLOW REQUIREMENTS. 2. ROOFTOP UNIT IS EXISTING TO REMAIN. REFURBISH UNIT AND REPLACE BELTS, FILTERS AND NECESSARY COMPONENTS TO ENSURE PROPER OPERATING CONDITION. NOTIFY OWNER OF ANY MAJOR REPAIRS. REBALANCE OUTSIDE AIRFLOW TO XXXX CFM. FIELD VERIFY THAT CAPACITY OF UNIT CAN MEET OR EXCEED THE AIRFLOW REQUIREMENTS AS SHOWN ON THE PLAN, NOTIFY OWNER IF THE EQUIPMENT CANNOT MEET THESE REQUIREMENTS. 3. VARIABLE AIR VOLUME UNITS IN MEZZANINE AREA ARE EXISTING TO REMAIN. CLEAN AND REFURBISH UNITS TO LIKE -NEW CONDITION. NOTIFY OWNER OF ANY MAJOR REPAIRS. ALL ASSOCIATED DUCTWORK AND AIR DEVICES ARE EXISTING TO REMAIN, ADJUST AIRFLOWS IF REQUIRED. FIELD VERIFY THERMOSTAT LOCATIONS, RELOCATE AS NECESSARY FOR DEMOLISHED WALLS. 4. AIR DEVICES ARE EXISTING TO REMAIN. RELOCATE AND REBALANCE AIRFLOWS IF NECESSARY. NOTED AIRFLOWS REPRESENT A MINIMUM REQUIREMENT FOR THE SPACE. 5. PROVIDE RECESSED 4" DRYER VENT IN WALL. ROUTE UP AND UNDER SUPPLY DUCT THROUGH WALL. PROVIDE ALUMINUM HOODED DRYER VENT WITH BACKDRAFT DAMPER EQUAL TO BROAN 647. 6. RESTROOMS AND ASSOCIATED EXHAUST SYSTEMS ARE EXISTING TO REMAIN. CLEAN AND REFURBISH EXHAUST FANS TO LIKE -NEW CONDITION. NOTIFY OWNER OF ANY MAJOR REPAIRS. AIRFLOWS SHOWN REPRESENT A MINIMUM EXHAUST REQUIREMENT FOR THE SPACE. 7. MOUNT THERMOSTAT WITH LOCKING COVER AT AN ELEVATION OF 72" ABOVE FINISHED PLATFORM FLOOR. RECEIVED CITY OF TUKWILA JAN 1 9 2017 PERMIT CENTER SEpApZes RA REQ � � R� r z ti W •N � vcn to ce ZI-UW z=o0 0 wEt COJ Q CD —// O W Z W m CORE STATES s►� 1700 W Industrial Drive, Ste. B Rogers, AR 72758 Phone (479) 988-4400 FAX (479) 986-4401 GROUP PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT, REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED BY NIELSEN ARCHITECTURE, LLC. PROJECT NUMBER: 2015-0116 DRAWN BY: MCB APPROVED BY: DML .ISSUE DATE 11/30/2016 REVISIONS # I DATE DESCRIPTION SHEET CONTENTS: MECHANICAL PLAN M 1 0 1 MECHANICAL SPECIFICATIONS 1. GENERAL 1.1 GENERAL REQUIREMENTS: 1.1.1 REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. EACH CONTRACTOR SHALL BECOME THOROUGHLY ACQUAINTED WITH ITS CONTENTS AS TO REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION. THE WORK REQUIRED UNDER THIS SECTION INCLUDES MATERIAL, EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES, AND LABOR REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. HEREAFTER IN THS SPECIFICATION, THE WORD "MECHANICAL CONTRACTOR" SHALL REFER TO THE INSTALLING MECHANICAL CONTRACTOR AND "OWNER" SHALL REFER TO OWNER. 1.1.2 THE SPECIFICATIONS AND DRAWINGS FOR THE PROJECT ARE COMPLEMENTARY, AND PORTIONS OF THE WORK DESCRIBED IN ONE, SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES, NOTIFY THE ENGINEER AND/OR OWNER AND REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK INVOLVED. 1.2 INSPECTION OF SITE: 1.2.1 PRIOR TO SUBMITTING BID, VISIT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 1.3 MATERIAL AND WORKMANSHIP: 1.3.1 PROVIDE NEW MATERIAL, EQUIPMENT, AND APPARATUS UNDER THIS CONTRACT UNLESS OTHERWISE STATED HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE, AND FREE FROM ANY DEFECTS. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT NECESSARILY INTENDED TO DESIGNATE THE REQUIRED TRIM, WRITTEN DESCRIPTIONS OF THE TRIM GOVERN MODEL NUMBERS. 1.3.2 WORK PERFORMED UNDER THIS CONTRACT SHALL PROVIDE A NEAT AND "WORKMANLIKE" APPEARANCE WHEN COMPLETED, TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER. WORKMANSHIP SHALL BE THE FINEST POSSIBLE BY EXPERIENCED MECHANICS. INSTALLATIONS SHALL COMPLY WITH APPLICABLE CODES AND LAWS. 1.3.3 THE COMPLETE INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED WITH RESPECT TO EFFICIENCY, CAPACITY, NOISE LEVEL, ETC. ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT, PIPING, DUCTS, AIR DEVICES, AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ACCEPTABLE. IN GENERAL, MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTED. 1.3.4 REMOVE FROM THE PREMISES WASTE MATERIAL PRESENT AS A RESULT OF WORK, INCLUDING CARTONS, CRATING, PAPER, STICKERS, AND/OR EXCAVATION MATERIAL NOT USED IN BACKFILLING, ETC. CLEAN EQUIPMENT INSTALLED UNDER THIS CONTRACT TO PRESENT A NEAT AND CLEAN INSTALLATION AT THE TERMINATION OF THE WORK. 1.3.5 REPAIR OR REPLACE PUBLIC AND PRIVATE PROPERTY DAMAGED AS A RESULT OF WORK PERFORMED UNDER THIS CONTRACT TO THE SATISFACTION OF AUTHORITIES AND REGULATIONS HAVING JURISDICTION. 1.4 COORDINATION: 1.4.1 COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF THE SYSTEMS THAT ARE BEING INSTALLED AND/OR EXISTING SYSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO THOSE ITEMS REQUIRING MAINTENANCE. COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD TO THE ABOVE SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE OWNER. 1.4.2 UNLESS OTHERWISE INDICATED, THE GENERAL CONTRACTOR WILL PROVIDE CHASES AND OPENINGS IN BUILDING CONSTRUCTION REQUIRED FOR INSTALLATION OF THE SYSTEMS SPECIFIED HEREIN. MECHANICAL CONTRACTOR SHALL FURNISH THE GENERAL CONTRACTOR WITH INFORMATION WHERE CHASES AND OPENINGS ARE REQUIRED, KEEP INFORMED AS TO THE WORK OF OTHER TRADES ENGAGED IN THE CONSTRUCTION OF THE PROJECT, AND EXECUTE WORK IN A MANNER AS TO NOT INTERFERE WITH OR DELAY THE WORK OF OTHER TRADES. 1.4.3 FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALE DIMENSIONS. MECHANICAL CONTRACTOR SHALL TAKE HIS OWN MEASUREMENTS AT THE BUILDING, AS VARIATIONS MAY OCCUR. MECHANICAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS THAT COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION. 1.4.4 PROVIDE MATERIALS WITH TRIM THAT WILL PROPERLY FIT THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY INSTALLED. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT INTENDED TO DESIGNATE THE REQUIRED TRIM. 1.4.5 MECHANICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR DUCTWORK LAYOUT TO THE CONSTRUCTION PROJECT MANAGER FOR OWNER APPROVAL PRIOR TO INSTALLATION. 1.5 ORDINANCES AND CODES: 1.5.1 WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM, BE IN CONFORMANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION. EQUIPMENT FURNISHED AND ASSOCIATED INSTALLATION WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT COMPLIANCE WITH CURRENT APPLICABLE CODES ADOPTED BY THE LOCAL AHJ INCLUDING ANY AMENDMENTS AND STANDARDS AS SET FORTH BY THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), UNDERWRITERS LABORATORIES (UL), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME), AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS (ASHRAE), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) AND OTHER NATIONAL STANDARDS AND CODES WHERE APPLICABLE. WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THEIR REFERENCED CODES, STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. 1.5.2 PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE ACCOMPLISHMENT OF THE WORK HEREIN DESCRIBED. WHERE REQUIRED, OBTAIN, PAY FOR AND FURNISH CERTIFICATES OF INSPECTION TO OWNER. MECHANICAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR VIOLATIONS OF THE LAW. 1.6 PROTECTION OF EQUIPMENT AND MATERIALS: 1.6.1 STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIALS DELIVERED TO JOB SITE. COVER WITH WATERPROOF, TEAR -RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL THAT HAS BEEN DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND MECHANICAL CONTRACTOR IS OBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND AS APPROVED BY OWNER. 1.6.2 KEEP PREMISES ROOM CLEAN FROM FOREIGN MATERIAL CREATED DURING WORK PERFORMED UNDER THIS CONTRACT. PIPING, EQUIPMENT, ETC., SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATION OF THE WORK. 1.6.3 PLUG OR CAP OPEN ENDS OF DUCTWORK AND PIPING SYSTEMS WHILE STORED OR INSTALLED DURING CONSTRUCTION WHEN NOT IN USE TO PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS. 1.6.4 KEEP THE MANUFACTURER PROVIDED PROTECTIVE COVERINGS ON FLOOR DRAINS, FLOOR SINKS, AND TRENCH DRAINS DURING CONSTRUCTION. REMOVE COVERINGS AT THE TERMINATION OF THE WORK AND POLISH EXPOSED SURFACES. 1.7 OPERATION AND MAINTENANCE INSTRUCTIONS: 1.7.1 COLLECT AND COMPILE A COMPLETE BROCHURE OF FIXTURES, MATERIALS, AND EQUIPMENT FURNISHED AND INSTALLED ON THIS PROJECT. INCLUDE OPERATIONAL AND MAINTENANCE INSTRUCTIONS, MANUFACTURER'S CATALOG SHEETS, WIRING DIAGRAMS, PARTS LISTS, APPROVED SHOP DRAWINGS, AND DESCRIPTIVE LITERATURE FURNISHED BY THE MANUFACTURER. INCLUDE AN INSIDE COVER SHEET THAT LISTS THE PROJECT NAME, DATE, OWNER, ARCHITECT, ENGINEER, GENERAL CONTRACTOR, SUBCONTRACTOR, AND AN INDEX OF CONTENTS. 1.7.2 SUBMIT COPIES OF LITERATURE BOUND IN APPROVED BINDERS TO THE ARCHITECT AND OWNER AT THE TERMINATION OF THE WORK. PAPER CLIPS, STAPLES, RUBBER BANDS, AND MAILING ENVELOPES ARE NOT CONSIDERED APPROVED BINDERS. FINAL APPROVAL OF MECHANICAL AND PLUMBING SYSTEMS WILL BE WITHHELD UNTIL THIS EQUIPMENT BROCHURE IS DEEMED COMPLETE BY THE ARCHITECT, ENGINEER, AND OWNER. 1.8 WARRANTIES: 1.8.1 WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULTY WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY A LONGER WARRANTY IN THE CONSTRUCTION DOCUMENTS OR MANUFACTURER'S STANDARD WARRANTY EXCEEDS 12 MONTHS. REMEDY ALL DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE GENERAL CONDITIONS AND DIVISION 1. 1.8.2 WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR REPLACEMENTS WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. 1.8.3 PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER. 1.8.4 AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL WARRANTIES, IN WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD, EACH WARRANTY INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THE COMMENCEMENT DATE AND TERM. 1.9 CUTTING AND PATCHING: 1.9.1 PERFORM CUTTING OF WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED TO INSTALL WORK UNDER THIS SECTION. OBTAIN PERMISSION FROM THE ARCHITECT PRIOR TO CUTTING. DO NOT CUT OR DISTURB STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL FROM THE ARCHITECT. CUT HOLES AS SMALL AS POSSIBLE. GENERAL CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. PATCHING SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION. REPAIR AND REFINISH AREAS DISTURBED BY WORK TO THE .CONDITIONOF ..... ADJOINING SURFACES IN A MANNER SATISFACTORY TO THE ARCHITECT. 1.10 ROUGH -IN: 1.10.1 COORDINATE WITHOUT DELAY ROUGHING -IN WITH GENERAL CONSTRUCTION. CONCEAL PIPING AND CONDUIT ROUGH -IN EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. 1.11 STRUCTURAL STEEL: 1.11.1 STRUCTURAL STEEL USED FOR PIPE SUPPORTS, EQUIPMENT SUPPORTS, ETC., SHALL BE NEW, CLEAN, AND CONFORM TO ASTM DESIGNATION A-36. 1.11.2 SUPPORT PLUMBING AND MECHANICAL EQUIPMENT AND PIPING FROM THE BUILDING STRUCTURE. DO NOT SUPPORT PLUMBING EQUIPMENT FROM CEILINGS, OTHER MECHANICAL OR ELECTRICAL COMPONENTS, AND OTHER NON-STRUCTURAL ELEMENTS. 1.12 ACCESS DOORS: 1.12.1 PROVIDE ACCESS DOORS IN CEILINGS AND WALLS WHERE INDICATED OR REQUIRED FOR ACCESS TO CONCEALED VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. PROVIDE CONCEALED HINGES, SCREWDRIVER -TYPE LOCK, ANCHOR STRAPS; MANUFACTURED BY MILCOR, ZURN, TITUS, OR EQUAL. OBTAIN ARCHITECT'S APPROVAL OF TYPE, SIZE, LOCATION, AND COLOR BEFORE ORDERING. 1.13 PENETRATIONS: 1.13.1 SEAL FLOOR, EXTERIOR WALL AND ROOF PENETRATIONS WATER AND WEATHER TIGHT WITH APPROPRIATE NON -SHRINK, NON -HARDENING COMMERCIAL CONSTRUCTION SEALANT. SEAL ROOF PENETRATIONS WITH 4 POUND PER SQUARE FOOT LEAD FLASHING. PROVIDE A SLEEVE, AND SEAL NON -FIRE -RATED FLOOR AND WALL PENETRATIONS WITH FIBERGLASS PACKING AND SILICONE CAULK (FOR ACOUSTICAL INSULATION). 1.13.2 COORDINATE FIRE RATING REQUIREMENTS AND LOCATIONS WITH THE ARCHITECT. SEAL PENETRATIONS OF FIRE -RATED ASSEMBLIES WITH 3M # CP -25 FIRE BARRIER CAULK (PROVIDE THICKNESS AND METHOD AS REQUIRED AND RECOMMENDED BY MANUFACTURER) TO MAINTAIN THE FIRE RESISTANCE RATING OF FIRE -RATED ASSEMBLIES. 1.13.3 SEAL EXTERIOR WALL PENETRATIONS BELOW GRADE WITH CAST IRON WALL PIPES AND MODULAR MECHANICAL SLEEVE SEALS, MANUFACTURED BY THUNDERLINE/LINK SEAL, CALPICO, INC AND METRAFLEX. 1.13.4 PROVIDE SLEEVES FOR HORIZONTAL PIPE PASSING THROUGH OR UNDER FOUNDATION. SLEEVES SHALL BE CAST IRON SOIL PIPE TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE SERVED. 1.13.5 PROVIDE SLEEVES FOR VERTICAL PIPE PASSING THROUGH SLAB ON GRADE. SLEEVES SHALL BE SCHEDULE 40 PVC PIPE, TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE SERVED. SEAL WATER -TIGHT WITH SILICONE CAULK. 2. HEATING, VENTILATION, AND AIR CONDITIONING 2.1 DUCTWORK: 2.1.1 MECHANICAL CONTRACTOR SHALL PROVIDE ANY DUCTWORK NECESSARY FOR A COMPLETE INSTALLATION OF HVAC SYSTEMS (INCLUDING EXHAUST SYSTEMS). ALL DUCTWORK IDENTIFICATION AND INSTALLATION TO ADHERE TO SMACNA STANDARDS AND ALL GOVERNING CODES. 2.1.2 ROUND PIPE DUCT RUNS SHALL BE CONSTRUCTED OF METAL PIPE WITH EXTERNAL SLEEVE INSULATION. 2.1.3 DUCTWORK CONNECTIONS TO AIR DEVICES MUST BE MADE WITH HARDPIPE ELBOWS, COVERED WITH SLEEVE INSULATION. FLEX DUCT MUST NOT BE UTILIZED FOR A 90 DEGREE CONNECTION TO AN AIR DEVICE. 2.1.4 BALANCING DAMPERS VVITH DOUBLE LOCKING QUADS SHALL BE PROVIDED IN ALL ROUND PIPE TAKE -OFFS FROM THE MAIN TRUNKS, UNLESS OTHERWISE NOTED ON PLANS. 2.1.5 A MAXIMUM OF 6' OF FLEX DUCT MAY BE USED FOR FINAL CONNECTION OF SIDE WALL DIFFUSERS. 2.1.6 FLEX DUCT MUST BE PROPERLY SUPPORTED WITH ONE INCH STRAPS AND CUT TO PROPER LENGTH TO PREVENT SAGGING. 2.1.7 FLEX DUCT SHALL BE OWENS-CORNING FOIL -BACK HIGH QUALITY U/L APPROVED. PLASTIC WRAPPED FLEX DUCT IS NOT ACCEPTABLE. 2.1.8 RIGID ROUND DUCT SHALL BE USED FOR HOT FOODS EXHAUST. 2.2 INSULATION: 2.2.1 SUPPLY AND RETURN DUCTWORK INSIDE THE BUILDING SHALL BE INSULATED WITH 1.5" THICK ACOUSTICAL LINING WITH A MINIMUM R -VALUE OF 6.0 OR EXTERNALLY WRAPPED WITH 2" THICK GLASS FIBER DUCT WRAP. 2.2.2 SUPPLY AND RETURN DUCTWORK OUTSIDE THE BUILDING SHALL BE INSULATED WITH 2" LINER WITH A MINIMUM R -VALUE OF 8.0 AND SEAL SEAMS WEATHER TIGHT. 2.2.3 DEDICATED OUTSIDE AIR SUPPLY AND RELIEF DUCTWORK INSIDE THE BUILDING SHALL BE INSULATED WITH 2" THICK DUCT WRAP WITH A MINIMUM R -VALUE OF 6.0. 2.3 FINAL TESTING AND ADJUSTMENTS: 2.3.1 AIR BALANCE SHALL BE PERFORMED AT THE COMPLETION OF THE PROJECT. BALANCE EACH SUPPLY, RETURN, OUTSIDE AIR DEVICE WITHIN 5% OF REQUIREMENTS AND FURNISH A REPORT TO THE CONSTRUCTION PROJECT MANAGER. THE ENTIRE HVAC SYSTEM MUST BE FULLY OPERABLE, BALANCED, AND APPROVED BY OWNER'S REPRESENTATIVE ON THE DAY TENANT OPENS FOR BUSINESS. 2.3.2 ADJUST THERMOSTATS AND CONTROL DEVICES TO OPERATE AS INTENDED. ADJUST PUMPS, FANS, ETC. FOR PROPER AND EFFICIENT OPERATION. CERTIFY TO ARCHITECT THAT ADJUSTMENTS HAVE BEEN MADE AND THAT SYSTEM IS OPERATING SATISFACTORILY. CALIBRATE, SET AND ADJUST AUTOMATIC TEMPERATURE CONTROLS. CHECK PROPER SEQUENCING OF INTERLOCK SYSTEMS, AND OPERATION OF SAFETY CONTROLS. 2.3.3 VERIFY ECONOMIZER OPERATION PER MANUFACTURER PROCEDURE. 2.4 DIFFUSERS AND GRILLES (OWNER PROVIDED): 2.4.1 ALL SUPPLY AND RETURN AIR DEVICES SHALL BE INSTALLED BY THE MECHANICAL CONTRACTOR. 2.4.2 ALL AIR TERMINAL DEVICES SHALL BE INSTALLED AS SHOWN ON THE PLANS IN ORDER TO HANDLE THE DESIGNED AIR FLOW CAPACITIES WITH A MINIMUM AMOUNT OF NOISE AND STATIC PRESSURE. 2.5 CONDENSATE DRAINS: 2.5.1 THE MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL AS A MINIMUM A 4" DEEP P -TRAP ON CONDENSATE DRAIN OUTLETS WHERE THE CONDENSATE WATER WILL EXIT THE P -TRAP AT A POINT 1" LOWER THAN THE DRAIN CONNECTION AT THE UNIT. THE MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL CONDENSATE LINES AS REQUIRED TO MEET LOCAL CODES AND AS SHOWN ON THE MECHANICAL PLANS. THESE LINES SHALL BE SLOPED AWAY FROM THE UNITS, SUPPORTED AS REQUIRED TO ASSURE PROPER FLOW, AND AT THE MECHANICAL CONTRACTOR'S OPTION, CONDENSATE DRAIN LINES MAY BE SCHEDULE 40 PVC OR COPPER. ALL JOINTS SHALL BE SECURELY GLUED OR SOLDERED AS REQUIRED. INSULATE WITH 3/4" THICK PIPE INSULATION WHERE REQUIRED. 2.6 CONTROLS: 2.6.1 RTU CONTROLS TO BE PROVIDED PER LATEST HJC ORDER FORM. COORDINATE LOCATIONS FOR THERMOSTAT AND SENSORS FOR ROUGH -IN 2.6.2 SMOKE DETECTORS AND SAMPLING TUBES PROVIDED AND INSTALLED TO THE UNITS AND IN THE DUCTWORK BY TRANE. THE SMOKE DETECTORS SHALL DISABLE HVAC UNIT OPERATION UPON ACTIVATION. 2.7 ELECTRICAL: 2.7.1 LOW VOLTAGE WIRING - ALL PROVISIONS FOR LOW VOLTAGE WIRING SHALL BE PERFORMED BY THE MECHANICAL CONTRACTOR UNLESS CODES OR LABOR SITUATIONS DO NOT PERMIT. IF THE MECHANICAL CONTRACTOR CAN NOT PERFORM LOW VOLTAGE WIRING, THE MECHANICAL CONTRACTOR SHALL INFORM THE GENERAL CONTRACTOR, AS PART OF THE HVAC BID DOCUMENT, TO HAVE THE ELECTRICAL SUBCONTRACTOR INCLUDE THIS WORK IN THEIR BID. 2.7.2 POWER WIRING - ALL ELECTRICAL POWER WIRING TO INCLUDE FINAL CONNECTIONS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR'S ELECTRICAL SUBCONTRACTOR. 2.8 GAS PIPING: 2.8.1 SCHEDULE 40 BLACK CARBON STEEL VVITH MALLEABLE IRON THREADED FITTINGS. PROVIDE SHUT-OFF VALVE, DIRT LEG, AND UNION AT EACH ROOFTOP UNIT. PAINT ALL GAS PIPING EXPOSED TO WEATHER WITH ONE COAT OF PRIMER, AND TWO COATS OF RUST -PROOF PAINT. COLOR SHALL MATCH BUILDING COLORS. COORDINATE WITH OWNER'S CONSTRUCTION MANAGER. 2.8.2 TREATED WOOD BLOCKING 6X6X12, 8'-0" OC MAX WITH GALVANIZED PIPE STRAP, 1 1/4" ZINC COATED LAG SCREWS, AND RUBBER WALKPAD ADHERED TO ROOF. 2.9.1 REFRIGERATION LINE SETS FOR HVAC UNITS ARE TO BE PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR. 2.10 MECHANICAL CONTRACTOR RESPONSIBILITIES: 2.10.1 AFTER COMPLETION OF THE WORK DESCRIBED IN THIS SPECIFICATION AND SHOWN ON THE DRAWINGS, THE MECHANICAL CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, REMOVING ALL LABELS AND STICKERS NOT CONTAINING OPERATION INSTRUCTION. MECHANICAL CONTRACTOR SHALL REMOVE CRATING DEBRIS, LEAVING THE INSTALLATION FINISHED AND READY FOR OPERATION, TO INCLUDING CLEAN FILTERS IN AIR HANDLING UNITS. OWNER PROVIDED AIR DEVICE SCHEDULE MARK OWNER PROVIDED ROOFTOP UNIT SCHEDULE MODEL MARK MFG'R MODEL NOM. TONS SUPPLY CFM SUPPLY FAN H P EXT. S.P. O/A CFM MIN/MAX COOLING BTUH HEATING ELECTRICAL DATA EER/ IEER OPER. WEIGHT W/ CURB LBS NOTES COOLING TOTAL COOLING SENSIBLE HEATING INPUT (MBH) HEATING OUTPUT (MBH) COMP. NO. COMP. RLA EA. FAN NO. FAN FLA EA. VOLTS PHASE MCA FUSE SIZE GAS HEAT RTU -1 YORK ZF240N30D4 20 8000 7.5 0.7" 600 / 4000 260,200 189,300 300 240 2 17.9 2 2.2 460 3 56.9 70 10 / 11 3163 1-11 GAS HEAT RTU -2 YORK ZF240N30D4 20 8000 7.5 0.7" 600 / 4000 260,200 189,300 300 240 2 17.9 2 2.2 460 3 56.9 70 10 / 11 3163 1-11 GAS HEAT RTU -3 YORK ZF240N30D4 20 8000 7.5 0.7" 600 / 4000 260,200 189,300 300 240 2 17.9 2 2.2 460 3 56.9 70 10 / 11 3163 1-11 NOTES: 1 PROVIDE WITH 14" CURB 2 UNITS SELECTED WITH SPECS. AT 80 -DEG F DB, 67 -DEG F WB, 95 -DEG F OUTDOOR AIR AMBIENT. 3 ROOFTOP UNIT SHALL BE ORIENTED FOR DOWN DISCHARGE. 4 PROVIDE UNIT WITH CO2 INDOOR AIR QUALITY SENSOR AND CONTROLS FOR DEMAND CONTROL VENTILATION (DCV) OPERATION. BALANCE MINIMUM O.A. SETTING AS SCHEDULED. 5 PROVIDE WITH LOW LEAK ECONOMIZER AND BAROMETRIC RELIEF DAMPER 6 PROVIDE WITH TWO SETS OF 2" 30% PLEATED FILTERS. CHANGE FILTERS PRIOR TO AIR BALANCE AND AFTER FINAL STORE CLEANING. DATE FILTERS. 7 PROVIDE WITH 7 -DAY PROGRAMMABLE THERMOSTATS WITH LOCKABLE COVER. 8 PROVIDE WITH SMOKE DETECTOR INSTALLED IN SUPPLY AIR DUCT. GENERAL CONTRACTOR TO MAKE FINAL CONNECTION. UPON ACTIVATION SMOKE DETECTOR IS TO SHUT DOWN RTU. 9 PROVIDE ROOFTOP UNIT WITH NON -POWERED CONVENIENCE OUTLET - 110 V AC AND NON FUSED DISCONNECT SWITCH. 10 CONTRACTOR TO PERMANENTLY LABEL ALL HVAC UNITS PER PLAN. 11 COORDINATE ALL WORK WITH G.C. AND LANDLORD. * BALANCE OUTSIDE AIR QUANTITY SHOWN ON PLAN AND SCHEDULE. OWNER PROVIDED AIR DEVICE SCHEDULE MARK MFG'R MODEL SERVICE FRAME SIZE DUCT SIZE MOUNTING TYPE COLOR FINISH NOTES DP1 AES ADB -1-25-4 SUPPLY 40X40 PER PLAN CEILING SUSPENDED WHITE -- NOTES: COORDINATE WITH OWNER ON APPROVED ALTERNATES VENT DISCHARGE CONDENSATE DRAIN ONTO ROOF MTD. SPLASH BLOCK. CLEAN OUT PLUG SPLASH BLOCK NEW HVAC UNIT ROOFTOP UNIT DETAIL NO SCALE SUPPLY AIR DROP TRANSITION TO - DROPBOX DIFFUSER DIFFUSER CAP DROPBOX DIFFUSER, LOCATE TOP OF DIFFUSER OULET 4" BELOW BOTTOM OF ADJACENT STEEL DUCTWORK TO CLEANED AND READY FOR PAINT. REF ARCH PLAN FOR FINISH COLOR, COORDINATE WITH GC OPEN CEILING DUCTING NO SCALE ECONOMIZER ACCESSORY HOOD. FLEXIBLE CONNECTIONS INSTALLED ABOVE ROOF. DUCT MTD. SMOKE DETECTOR IN RETURN AIR DUCT DROP SUPPLY AND RETURN AIR DROPS. 1" WIRE MESH SCREEN OVER OPENING. SEE PLAN FOR SIZING (TYP.) OWNER PROVIDED PARKING GARAGE EXHAUST FAN SCHEDULE MARK MANUFACTURER MODEL FAN RPM MOTOR HP ESP (IN.W.C) CFM V/PH/HZ NOTES EF -1 GREENHECK SBE -2L54 500 7.5 0.25 25500 460/3/60 1,2,3,4,5 NOTES: 1 FAN SHALL BE CONTROLLED WITH TIMECLOCK, FAN TO BE RUNNING DURING OPERATING HOURS. 2 PROVIDE WITH FACTORY BACKDRAFT DAMPER AND WALL COLLAR. 3 PROVIDE WITH DISCONNECT SWITCH. 4 PROVIDE WITH MOTOR SIDE PROTECTIVE GUARD. 5 PROVIDE WITH 45° DEGREE WEATHERHOOD WITH BIRD SCREEN. MAIN DUCT SUPPLY AIRFLOW SEAL ALL AROUND 1" MIN. ON TOP AND BOTTOM MAIN DUCT 45° L=W/4 (4" MIN.) BRANCH DUCT /\/\/ BALANCING DAMPER (BD.) WHERE INDICATED ON DRAWING. MINIMUM OF 1 DUCT DIA. FROM MAIN DUCT USE ONLY AT LAST TAKEOFF BEFORE OUTLETS & THEN ONLY WHERE RECTANGULAR RUNOUTS ARE INDICATED ON DRAWINGS ADJUSTABLE ELBOW RINGS EQUAL TO REQ'D BRANCH DUCT DIA. SEAL ALL - AROUND MAIN DC"CT 1" MIN. ON TOP AND BOTTOM 1/4 BRANCH DUCT WIDTH, BUT MIN. 4" ECE� OF b JAN 1 9 2017 TO REQ'D DU§T 44 PERMIT CENTER TYPICAL BRANCH TAKE -OFF DETAILS NO SCALE SEPARATE REQUIRED PERMIT AND4 APPROVAL z CORE STATES via r� 1700 W Industrial Drive, Ste. B Rogers, AR 72756 Phone (479) 986-4400 FAX (479) 986-4401 EXPIRES (, I.. 1°1 k" PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT, REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED BY NIELSEN ARCHITECTURE, LLC. H H Q k coW tg co a� a. co $a z� m in PROJECT NUMBER: 2015-0116 DRAWN BY: APPROVED BY: ..:.ISSUE DATE:.,,., MCB DML 11/30/2016 REVISIONS SHEET CONTENTS: MECHANICAL SPECIFICATIONS, SCHEDULES AND DETAILS M200 ll 1 i \ /` \ \ .`/// f / % / / \� \ \\\ \ \\ 1 `v./ /j / 1/7 0 �1 /� �j// J C/ U // / // r, 4' 7/ J ‘l \ \ \\ c. %�, \. U ��7 — C Fmnnennnwne W\fW ii 0 r GROUND FLOOR PLUMBING PLAN 1/16"=V-0" J MEZZANINE PLUMBING PLAN 1 /16"=1'-0" O PLUMBING NOTES 1. PLUMBING FIXTURES ARE EXISTING TO REMAIN, CLEAN AND REFURBISH TO LIKE -NEW CONDITION. IF BEYOND REPAIR AND REPLACEMENT IS NECESSARY, GC TO CONTACT OWNER FOR CURRENT HJC ORDER FORM FOR OWNER PROVIDED PLUMBING FIXTURES AND EQUIPMENT. INSPECT AND TEST ALL PIPING SYSTEMS. 2. EXTEND AND CONNECT 2"SS TO NEAREST EXISTING SANITARY SEWER OF EQUAL SIZE OR LARGER, FIELD VERIFY EXACT LOCATION AND INVERT 3. EXTEND AND CONNECT 1/2" CW & HW PIPING TO NEAREST EXISTING OF EQUAL SIZE OR LARGER, FIELD VERIFY EXACT LOCATIONS. SPRINKLER NOTES 1. PROTECT THE BUILDING BY WET PIPE SPRINKLER SYSTEM IN ACCORDANCE WITH SPECIFICATIONS, NATIONAL FIRE CODES, AND THE LOCAL FIRE MARSHAL. 2. THE FIRE PROTECTION SYSTEM MATERIALS AND INSTALLATION SHALL COMPLY WITH NFPA 13, STATE, AND LOCAL CODES. BASE SYSTEM DESIGN UPON WATER FLOW TEST READINGS. PROVIDE RISER SHUT OFF VALVES (OS&Y), BACKFLOW PREVENTER, FIRE DEPARTMENT CONNECTIONS, SUPERVISED FLOW, AND TAMPER SWITCHES AS REQUIRED AND IN LOCATION AS DIRECTED BY LOCAL AHJ. 3. LIGHTING, DUCTWORK, AND POWER DROP LOCATIONS TAKE PRECEDENCE OVER FIRE PROTECTION LINES AND SPRINKLER HEAD LOCATIONS. COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS. 4. PROVIDE FIRE SPRINKLER DRAWINGS AND CALCULATIONS. HAVE A PROFESSIONAL ENGINEER SEAL DRAWINGS AND CALCULATIONS WHERE REQUIRED BY AHJ. 5. MODIFY SPRINKLER SYSTEM PER NEW LAYOUT PER APPLICABLE CODES. INSTALL PENDANT TYPE HEADS FOR OPEN CEILING AND FULLY RECESSED TYPE HEADS FOR SOFFITS. COVER PLATE COLOR TO MATCH FINISH SURFACE COLOR. 6. CONTRACTOR TO PROVIDE COMPLETE SYSTEM INCLUDING DESIGN AND PERMITS. PLUMBING SYMBOLS SS SANITARY SEWER DOMESTIC COLD WATER --- --- — DOMESTIC HOT WATER ------- DOMESTIC HOT WATER RETURN --- NATURAL GAS G CONDENSATE DRAIN CD — — — — PLUMBING VENT UNION — 1 11-- ELBOW - TURNED DOWN C ELBOW - TURNED UP 0 TEE - TURNED DOWN TEE - TURNED UP —0 --1 1— BALL VALVE SHUT-OFF VALVE IN VERTICAL LINE I -DC BACKFLOW PREVENTER FLOOR DRAIN O FD FLOOR SINK . FS —o FCO FLOOR CLEANOUT —p YCO YARD CLEANOUT 1FPWH FREEZE PROOF WALL HYDRANT —�- HB HOSE BIBB 1 WCO WALL CLEANOUT GAS PRESSURE REGULATOR ® GAS COCK — I I CONNECT TO EXISTING RECEIVED CITY OF TUKWILA JAN 1 9 2017 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED z W . CV Z W z=0= Q E2 Rt - W Z W CORE STATES To ME 1700 W Industrial Drive, Ste. B Rogers, AR 72756 Phone (479) 986-4400 FAX (479) 986-4401 GROUP NAL OQo PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT, REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED BY NIELSEN ARCHITECTURE, LLC. PROJECT NUMBER: 2015-0116 DRAWN BY: MCB APPROVED BY: DML ISSUE DATE 11/30/2016 REVISIONS # I DATE DESCRIPTION SHEET CONTENTS: OVERALL PLUMBING PLAN P100 PLUMBING SPECIFICATIONS 1. INTRODUCTION 1.1 THE CONTRACTING FOR INSTALLATION OF PLUMBING SYSTEMS WILL BE ACCOMPLISHED IN THE FIELD AT THE DIVISION LEVEL (IN CASE OF A CONFLICT BETWEEN THIS SPECIFICATION AND THE CONTRACT DOCUMENTS AND/OR WRITTEN OR VERBAL INSTRUCTIONS PROVIDED BY THE CONSTRUCTION MANAGER, THE DIVISION'S INSTRUCTIONS SHALL PREVAIL). HEREAFTER IN THIS SPECIFICATION, THE WORD "PLUMBING CONTRACTOR" SHALL REFER TO THE INSTALLING PLUMBING CONTRACTOR AND "OWNER" SHALL REFER TO OWNER. 1.2 SCOPE OF WORK 1.2.1 PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL PLUMBING FIXTURES, ACCESSORIES, AND ATTENDANT PIPING AS STATED HEREIN. REFER TO THE PLUMBING PLANS AND THE "MATERIALS" PORTION OF THIS SPECIFICATION FOR EQUIPMENT TO BE FURNISHED. EXACT LOCATION OF ALL EQUIPMENT SHALL BE DETERMINED BY REFERENCE TO THE PLANS AND MEASUREMENTS AT THE BUILDING SITE AND IN COOPERATION WITH OTHER CONTRACTORS AND IN ALL CASES SHALL BE SUBJECT TO THE OWNERS APPROVAL. 1.3 GENERAL 1.3.1 ALL SAFETY PRECAUTIONS SHALL BE TAKEN TO PROTECT PERSON, PROPERTY, AND EQUIPMENT. 1.3.2 NO COMPENSATION FOR WORK PERFORMED OVER AND ABOVE PROJECTS SUM SHALL BE ALLOWED DUE TO CONDITIONS \MTH WHICH THE PLUMBING CONTRACTOR SHOULD HAVE BEEN FAMILIAR. 1.3.3 ANY DEVIATION BY PLUMBING CONTRACTOR FROM THE PLANS AND SPECIFICATIONS, OR ANY SUBSTITUTION OF EQUIPMENT FROM THAT SPECIFIED, SHALL FIRST RECEIVE OWNER'S APPROVAL. 1.4 OPERATIONS AND INSTALLATION 1.4.1 ALL DELIVERIES TO COINCIDE WITH CONSTRUCTION SCHEDULE. MATERIALS SHALL BE STORED WHERE AND/OR AS DIRECTED BY THE GENERAL CONTRACTOR. STORAGE MUST BE IN SUCH A PLACE AS TO AVOID ACCIDENTAL MUTILATION BY EQUIPMENT BY ANY CONTRACTOR WHILE PERFORMING THEIR WORK, WHETHER ON SITE OR OFF. 1.4.2 ALL UNDER FLOOR PIPING SHALL BE INSTALLED IN CONJUNCTION \MTH THE GENERAL CONTRACTOR'S WORK SCHEDULE. NO UNDERGROUND WORK SHALL BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED AND TESTED. 1.4.3 PLUMBING CONTRACTOR SHALL DO THE NECESSARY TRENCHING, SHORING AND BACKFILLING REQUIRED TO FULFILL HIS CONTRACT. BOTTOMS OF TRENCHES SHALL BE CUT TO GRADE. 1.4.4 ALL OPENINGS AND STUB -UP FOR PLUMBING PIPING AND FIXTURES SHALL BE CAREFULLY LOCATED AND COORDINATED, OTHERWISE, PLUMBING CONTRACTOR SHALL CUT NEW OPENINGS AT HIS OWN EXPENSE, AND REIMBURSE OTHER SUBCONTRACTORS FOR ANY DAMAGE DONE TO THEIR WORK. 1.5 CODE AND PERMIT REQUIREMENTS 1.5.1 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES, AND CODES, WHICH SHALL BE DELINEATED, AND ALL MODIFICATIONS REQUIRED BY THE INSPECTION AUTHORITIES SHALL BE MADE BY PLUMBING CONTRACTOR WITHOUT ADDITIONAL COST TO OWNER. 1.5.2 PLUMBING CONTRACTOR SHALL OBTAIN, PAY FOR AND FURNISH ALL PERMITS REQUIRED BY LOCAL OR STATE ORDINANCES OR CODES, AND THESE COSTS SHALL BE STATED SEPARATELY ON THE PLUMBING CONTRACTOR'S INVOICES. 2. MATERIALS 2.1 DOMESTIC WATER PIPING 2.1.1 ABOVE AND BELOW GRADE WATER PIPING SHALL BE PEX TUBING CONFORMING TO ASTM F877 CROSS-LINKED POLYETHYLENE TUBING HOT AND COLD WATER DISTRIBUTION SYSTEMS, ASTM F876 CROSS-LINKED POLYETHYLENE TUBE, ASTM F1807 FITTING AND ASTM F2159 FITTINGS, COMPLY WITH NSF STANDARD 14 AND 61. PEX TUBING SHALL BE WATTS WATERPEX CROSS-LINKED POLYETHYLENE OR EQUAL. ALL PEX TUBING BELOW GRADE SHALL BE SLEEVED WITH PVC PIPE. 2.1.1.1 FITTINGS: FITTINGS SHALL BE MECHANICAL CRIMP FITTINGS IN COMPLIANCE WITH ASTM F1807 AND F2159. PEX FITTINGS SHALL BE WATTS BRASS CRIMPRING FITTINGS USING EITHER WATTS COPPER CRIMPRING OR STAINLESS STEEL CINCHCLAMP OR EQUAL. INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. - 2.2 SOIL, WASTE AND VENT PIPES 2.2.1 ABOVE AND BELOW GRADE SOIL, WASTE AND VENT PIPING SHALL BE PVC PLASTIC, SCHEDULE 40 DWV PIPE CONFORMING TO ASTM D2665 WITH PLAIN ENDS. CELLULAR (FOAM) CORE PVC NOT ALLOWED. INSTALL PER ASTM D2665 AND ASTM D2321. 2.2.1.1 FITTINGS SHALL BE PVC SOCKET -TYPE DWV PIPE FITTINGS; ASTM D2665 MADE TO ASTM D3311 DRAIN, WASTE AND VENT PATTERNS. 2.3 FLASHING: SHEET LEAD. 4 POUNDS PER SQUARE FOOT, MINIMUM. 2.4 INSULATION 2.4.1 DOMESTIC COLD WATER (WITHIN BUILDING): COPPER PIPE: 1/2" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG. (SEE BELOW FOR PLUMBING FITTING INSULATION REQUIREMENTS) PEX TUBING: NO INSULATION REQUIRED. EXCEPTION: FOR NON -RECIRCULATING HOT WATER SYSTEM, PROVIDE 1/2" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG ON THE FIRST 8 FEET OF INLET PIPING AT WATER HEATER. CPVC TUBING: NO INSULATION REQUIRED. CONNECT 1/2" CW & HW TO NEAREST EXISTING OF EQUAL SIZE OR LARGER, V.I.F. WATER RISER 2.4.2 DOMESTIC HOT WATER: COPPER PIPE: 1/2" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG. (SEE BELOW FOR PLUMBING FITTING INSULATION REQUIREMENTS) PEX TUBING: 1/2" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG. (SEE BELOW FOR PLUMBING FITTING INSULATION REQUIREMENTS) FOR HOT WATER PIPING BEING SERVED BY SYSTEM WITH RECIRCULATING PUMP, PROVIDE 1" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG. (SEE BELOW FOR PLUMBING FITTING INSULATION REQUIREMENTS) 2.4.3 INDIRECT AND CONDENSATE DRAIN PIPING (WITHIN BUILDING): COPPER PIPE: PROVIDE 1" FLEXIBLE UNICELLULAR INSULATION BY ARMACELL. PVC PIPING: NO INSULATION REQUIRED. FOR PIPING AT HANGERS, PROVIDE 8" LONG SECTIONS OF HIGH DENSITY, HIGH TEMPERATURE CALCIUM SILICATE BY JOHNS -MANVILLE, FIBERGLASS BY KNAUF, OR 8" LONG STYROFOAM BILLETS BY DOW. INSULATION SHALL BE CONTINUOUS ALONG THE PIPE SURFACE, EXCEPT AT VALVES, UNIONS, AND WHERE PIPING IS EXPOSED AT FIXTURES. FOR HOT AND COLD WATER PIPING EXPOSED, CONCEALED IN WALLS, AND/OR INSTALLED INSIDE MASONRY UNITS OF WALLS, COVER FITTINGS WITH ZESTON, KNAUF, OR EQUAL ONE-PIECE PVC PREMOLDED INSULATING COVERS. FITTING COVERS, JACKETS AND ADHESIVES SHALL NOT EXCEED FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPMENT RATING OF 50 PER ASTM E84. AT ALL ELBOWS AND TEES, FILL VOIDS BETWEEN COVERS AND PIPING WITH FIBERGLASS INSULATION AND TAPE JOINTS. INSTALL PIPE INSULATION IN COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS. WHERE PREMOLDED INSULATING FITTINGS ARE NOT APPROVED BY LOCAL AUTHORITIES, MITER INSULATION AT FITTINGS. 2.5 INDIRECT AND CONDENSATE DRAIN LINES: PROVIDE HARD DRAWN, TYPE "M" OR "L" COPPER PIPE FOR ALL CONDENSATE DRAIN PIPING FROM COOLER AND FREEZER EVAPORATORS. PROVIDE HEAT TRACE FOR ALL CONDENSATE DRAIN PIPING LOCATED IN FREEZERS, AND ROUTE TO FLOOR DRAIN IN BUILDING. PROVIDE PVC PIPE FOR ALL OTHER INDIRECT AND CONDENSATE DRAIN PIPING FROM HVAC, PLUMBING, AND BEVERAGE EQUIPMENT, AND ROUTE TO FLOOR DRAIN IN BUILDING. 3. TESTING AND INSPECTION: 3.1 THE ENTIRE PLUMBING SYSTEM SHALL BE TESTED BEFORE COVERING OR ENCLOSING. 3.2 INSPECTION: WORK SHALL BE INSPECTED FOR COMPLIANCE WITH CODES, ORDINANCES, REGULATIONS AND ADHERENCE TO CONTRACT DOCUMENTS. PLUMBING CONTRACTOR SHALL SUPPLY OWNER WITH SIGNED FORMS OR PROOF OF ACCEPTANCE BY THE LOCAL AUTHORITY BEFORE CONTINUING FROM ONE STAGE TO ANOTHER. FINAL APPROVAL SHALL BE OBTAINED BEFORE FINAL PAYMENT IS MADE ON THE CONTRACT.\ 3.3 PERFORMANCE REQUIRED: 3.3.1 PLUMBING CONTRACTOR SHALL INSTALL ALL PLUMBING SYSTEMS LEAK FREE AND AS PER PLANS AND SPECIFICATIONS. 3.3.2 ALL EXPOSED EQUIPMENT SHALL BE INSTALLED IN A WORKMANLIKE MANNER AND WILL BE SUBJECT TO ARCHITECTURAL INSPECTION FOR AESTHETIC APPEARANCE. 4. CUTTING AND CLEANING: 4.1 PLUMBING CONTRACTOR SHALL CLEAN ENTIRE SITE OF DEBRIS, TOOLS AND EQUIPMENT RELATED TO THIS WORK. 4.2 PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF HIS WORK WHICH MAY BE REQUIRED TO RELIEVE THE WORK OF OTHER CONTRACTORS. 5. GUARANTEES: 5.1 PLUMBING CONTRACTOR SHALL GUARANTEE ALL OF THE WORK AND THE COMPLETE OPERATION WILL BE FREE FROM DEFECTS IN WORKMANSHIP AND MATERIALS. PLUMBING CONTRACTOR AGREES TO REPLACE, WITHOUT EXPENSE TO THE OWNER, ANY PART OF HIS WORK ON THIS INSTALLATION WHICH PROVES TO BE DEFECTIVE WITHIN ONE (1) YEAR AFTER ACCEPTANCE OF THE WORK. WB Alk CONNECT 1 1 /2"V TO NEAREST EXISTING OF EQUAL SIZE OR LARGER, V.I.F. CONNECT 2"SS TO NEAREST EXISTING OF EQUAL SIZE OR LARGER, V.I.F. SANITARY RISER N.T.S. OWNER PROVIDED SPECIALTY PLUMBING FIXTURE SCHEDULE TAG FIXTURE MANUFACTURER MODEL DESCRIPTION NOTES WHA WATER HAMMER ARRESTOR SIOUX CHIEF 652-A CONFORM TO PDI WH -201, ASSE 1010; TEMP TO 250°F, MAX 350 P SIG WORKING PRESSURE 1 TMV TEMPERATURE MIXING VALVE WATTS LFUSG-B-M1 +/-3°F UP TO 120°F, VVITH BUILT-IN CHECK VALVES, BRASS BODY, AND COPPER THERMOSTAT. TP TRAP PRIMER SIOUX CHIEF 695 BRONZE PRIMER VALVE WITH REMOVABLE OPERATING PARTS INTEGRAL VACUUM BREAKER, AND GASKETED ACCESS COVER. BFP REDUCED PRESSURE BACKFLOW PREVENTER WILKINS 975XL BRONZE BODY, WITH SHUT-OFF VALVES, Y -STRAINER, AND TEST COCKS. FD FLOOR DRAIN SIOUX CHIEF 832-36PNQ 3" LIGHT DUTY DRAIN WITH 7" SQUARE TOP, PVC BODY WITH NICKEL BRONZE RING AND STRAINER. PROVIDED WITH 3" DRAIN AND 1 1/2" VENT. FCO FLOOR CLEANOUT SIOUX CHIEF 851 PVC BODY, ROUND HEAVY-DUTY CAST IRON TOP, POLYPROPYLENE OR ABS PLUG, ADJUSTABLE TO FINISH SURFACE. 2 WCO WALL CLEANOUT SIOUX CHIEF 873 THREADED, COUNTERSUNK BRONZE CLEANOUT PLUG. PROVIDE DRILLED TAP FOR CENTER SCREW AND STAINLESS STEEL COVER. WB WASHER BOX SIOUX CHIEF 696 WASHER BOX WITH HOSE CONNECTIONS WITH INTEGRAL WATER HAMMER ARRESTOR AND DRAIN. NOTES 1. SIZE PER MANUFACTURER'S RECOMMENDATION. 2. CLEANOUT SHALL BE SAME SIZE AS PIPE BEING SERVED. C\1 W N Lu U < ZI-UW z=0J o 0 w cr) ✓ Q Fo) - wk- E W WM W 0 g24 z CORE STATES ham 1700 w Industrial Drive, Ste. s G R O U P Rogers, AR 72756 Phone (479) 900-0400 FAX (479) 986-4401 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT, REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED BY NIELSEN ARCHITECTURE, LLC. F H Q k 03W ig CO al co i3 o a Z • 3 N Y 'I'I- PROJECT NUMBER: 2015-0116 DRAWN BY: MCB APPROVED BY: DML ISSUE DATE:., REVISIONS 11/30/2016 bn%w oolq RECEIVED CITY OF TUKWILA JAN 1 9 2017 PERMIT CENTER SEPARATE 1+ PERMIT AND APPROVAL REQUIRED SHEET CONTENTS: PLUMBING SPECIFICATIONS, SCHEDULES, AND DETAILS P200 20A ELECTRICALLY HELD, ELECTRICALLY CONTROLLED LIGHTING CONTACTOR. NUMBER OF POLES AS REQUIRED TO LIGHT FIXTURES TO 120 VAC H MASTER SWITCH CIRCUITS FROM PANELBOARD. REFER TO PANELBOARD SCHEDULES FOR CIRCUIT NUMBERS CONTROLLED. SFX LIGHTING CONTACTOR(C3) SCHEMATIC WIRING DIAGRAM NTS 20A ELECTRICALLY HELD, ELECTRICALLY CONTROLLED LIGHTING CONTACTOR. NUMBER f3F POLES AS REQUIRE!) 120V SIGNAGE - 0 - 0 F 0 PHOTOCELL (PC) (LOCATE OUTSIDE ON ROOF ABOVE ELECTRICAL ROOM WITH UNOBSTRUCTED VIEW TO THE NORTH) WIRES IN 1/2" RMC - TO 120 VAC 1IH 1N 0 0 0 —o LIGHTING CONTACTOR AND TIME SWITCH ENCLOSURE (NEMA 1) CIRCUITS FROM PANELBOARD. REFER TO PANELBOARD SCHEDULES FOR CIRCUIT NUMBERS CONTROLLED. HAND -OFF -AUTO SWITCH AUTO 0 OFF HAND SIGNAGE LIGHTING CONTACTOR(C2) SCHEMATIC WIRING DIAGRAM LIGHTING CONTACTOR AND TIME SWITCH –\ENCLOSURE (NEMA 1) NTS TO 120 VAC I H PRIOR TO INSTALL, GC TO CONTACT OWNER FOR CURRENT HJC ORDER FORM, LIGHTING LAY -OUT, AND AV PLAN. —O 120V CONTACTOR TO CONTROLLED RECEPTACLES CIRCUITS FROM PANELBOARD. REFER TO PANELBOARD SCHEDULES FOR CIRCUIT NUMBERS CONTROLLED. 20A ELECTRICALLY HELD, ELECTRICALLY CONTROLLED LIGHTING CONTACTOR. NUMBER OF POLES AS REQUIRED GROUND NEUTRAL HOT TO SWITCHED INTERIOR LIGHT FIXTURES 0 0 0 —0 277V CONTACTOR CIRCUITS FROM PANELBOARD. REFER TO PANELBOARD SCHEDULES FOR CIRCUIT NUMBERS CONTROLLED. 20A ELECTRICALLY HELD, ELECTRICALLY CONTROLLED LIGHTING CONTACTOR. NUMBER OF POLES AS REQUIRED TIME SWITCH d F OFF HAND HAND -OFF -AUTO SWITCH 2 HOUR MAXIMUM OVERRIDE LOCATE IN MANAGER'S OFFICE TIMECLOCK SCHEDULE NO. TYPE # LAMPS INPUT WATTS DESCRIPTION MANUFACTURER/MODEL NO. TYPE VOLT E2 EMERGI LITE #EL-2LEDLED - RECEPTACLE, SPECIAL, +16" UNO . 120/277 1 SURFACE MOUNTED LED EMERGENCY LIGHT WITH NiCd BATTERY FOR MINIMUM 90 MINUTES OF EMERGNECY OPERATION WHITE THERMOPLASTIC HOUSING MEETS UL 924 STANDARDS F2 F1042-N-T8/N -LED 120/277 30 4 FT. LED ALL PURPOSE STRIP FIXTURE STEEL HOUSING UNIVERSAL BALLAST 120/277 F2E LPI #F1042-N-T8/N-BAL700 -LED CIRCUIT, BELOW GRADE OR FLOOR 120/277 30 SAME AS TYPE F2 EXCEPT WITH 10W LED FACTORY WIRED BATTERY BACKUP WITH 90 MINUTES OF EMERGENCY OPERATION F5 VISIONAIRE #BHB-2-T5-64LC-10-4K-UNV-GM - LED 120/277 220 4 FT. LED HIGH BAY FIXTURE WITH ALUMINUM REFECTOR WITH WIRED GUARD WITH RIZE TOGGLE CABLE HANGER KIT #RWC3YH10K(30201) F5E VISIONAIRE #BHB-2-T5-64LC-10-4K-UNV-GM - LED 120/277 220 SAME AS TYPE F5 EXCEPT CONNECTED TO REMOTE INVERTER WITH 90 MINUTES OF EMERGENCY OPERATION F6 LUMENBEAM #LBM-XXX-NF-LSLV-BK-NO-SY - LED 120 28 TUNABLE LED LUMINAIRE FOR INTERIOR AND EXTERIOR LIGHTING (COORDINATE COLOR WITH OWNER REPRESENTATIVE) X1 EMERGI LITE #ELXN400RN MECHANICAL EQUIPMENT CALLOUT TO MECHANICAL DRAWINGS FOR RED LED included 120/277 2 LED EXIT UNIT. SINGLE FACE AS INDICATED ON PLANS. UNIVERSAL MOUNT FOR TOP OR BACK MOUNTING. HIGH IMPACT THERMOPLASTIC WHITE HOUSING WITH RED LEDS. DIRECTIONAL CHEVRON KNOCKOUTS. UNIVERSLA VOLTAGE 120/277. LEAD ACID 6 -VOLT BATTERY CAPABLE OF 90 MINUTES OF EMERGENCY OPERATION RE: DRAWINGS FOR DIRECTIONAL ARROWS, MOUNTING AND SINGLE/DOUBLE FACE DESIGNATION. PROVIDE WITH STEM MOUNT KITS AS REQUIRED. CONFIRM FIXTURE FINISHES WITH ARCHITECT PRIOR TO ORDERING. X2 EMERGI LITE #ELXN400RN(WIREDGUARD) RED LED included 120/277 2 SAMES AS TYPE X1, EXCEPT WITH WIREGUARD OPTION El EMERGENSEE #BZ -LUX -SD -CW a, b, c LOWER CASE LETTERS INDICATE SWITCHING CONFIGURATION. ABBREVIATIONS LED 120/277 12V 0.11/0.5 SURFACE MOUNTED EXTERIOR EMERGENCY LIGHTING UNIT. CAST ALUMINUM BACK PLATE WITH FULLY GASKETED CLEAR POLYCARBONATE COVER, NEMA -4X RATED. DARK BRONZE HOUSING. 90 MINUTE EMERGENCY OPERATION. INTEGRAL, SEALED, COLD WEATHER SUITABLE MAINTENANCE FREE, LEAD -CALCIUM BATTERY. SELF-DIAGNOSTIC. UL924 LISTED. INTEGRAL TEST SWITCH AND INDICATING LIGHT. TAMPER PROOF SCREWS WITH BIT. COLD WEATHER RATED (-20F TO +104F). GENERAL NOTES: A. VERIFY CEILING, WALL AND STRUCTURAL CONDITIONS AND COORDINATE LIGHT FIXTURE MOUNTING HARDWARE AND TRIMS NEEDED TO SUIT CONDITIONS PRIOR TO ORDERING. B. VERIFY QUANTITIES, MODEL NUMBERS AND DESCRIPTIONS WITH MANUFACTURER PRIOR TO PLACING ORDER. C. VERIFY FINISH AND COLOR WITH ARCHITECT PRIOR TO PLACING ORDER. D. REFER TO ARCHITECTURAL DRAWINGS AND DETAILS FOR EXACT LOCATIONS, MOUNTING HEIGHTS AND ADDITIONAL MOUNTING INFORMATION. CONTACT ARCHITECT IMMEDIATELY IF THERE ARE DISCREPANCIES - COORDINATION DRAWINGS. BETWEEN THE ARCHITECTURAL AND ELECTRICAL LIGHTING PLANS. CONFIRM EXACT LOCATIONS OF LIGHT FIXTURES WITH ARCHITECT PRIOR TO ROUGH IN AND SUBMIT WITH COO RDI E. CATALOG NUMBERS SHALL NOT BE CONSIDERED COMPLETE AND MATERIAL SHALL NOT BE ORDERED BY MANUFACTURER AND CATALOG NUMBERS ONLY. FIRST READ THE COMPLETE DESCRIPTION, NOTES AND SPECIFICATIONS IN CONJUNCTION WITH THE CATALOG NUMBER TO DETERMINE THE EXACT MATERIAL AND ACCESSORIES TO BE ORDERED. THE MANUFACTURES LISTED ARE THE BASIS FOR THE DESIGN. F. REFER TO RELAY SCHEDULES AND PANELBOARD SCHEDULES FOR CONTROL INFORMATION. PRIOR TO INSTALL, GC TO CONTACT OWNER FOR CURRENT HJC ORDER FORM, LIGHTING LAY -OUT, AND AV PLAN. —O 120V CONTACTOR TO CONTROLLED RECEPTACLES CIRCUITS FROM PANELBOARD. REFER TO PANELBOARD SCHEDULES FOR CIRCUIT NUMBERS CONTROLLED. 20A ELECTRICALLY HELD, ELECTRICALLY CONTROLLED LIGHTING CONTACTOR. NUMBER OF POLES AS REQUIRED GROUND NEUTRAL HOT TO SWITCHED INTERIOR LIGHT FIXTURES 0 0 0 —0 277V CONTACTOR CIRCUITS FROM PANELBOARD. REFER TO PANELBOARD SCHEDULES FOR CIRCUIT NUMBERS CONTROLLED. 20A ELECTRICALLY HELD, ELECTRICALLY CONTROLLED LIGHTING CONTACTOR. NUMBER OF POLES AS REQUIRED TIME SWITCH d F OFF HAND HAND -OFF -AUTO SWITCH 2 HOUR MAXIMUM OVERRIDE LOCATE IN MANAGER'S OFFICE TIMECLOCK SCHEDULE NO. LOAD SERVED MANUFACTURER CATALOG NO. . VOLTS CONTACT INITIAL TIME SETTING NOTES TS1 INTERIOR LIGHTING TORK EWZ201 OR APPROVED EQUAL 120V 1HP 40A 120V 2 SPST 2 CHANNEL 7 DAY DIGITAL ASTRONOMIC NOTES: 1,2,3 NOTES: 1. COORDINATE SCHEDULING WITH OWNER 2. PERMANENT SCHEDULE RETENTION. SUPERCAPACITOR PROVIDES 4 DAYS OF BACKUP.. 3. 7 DAY DIGITAL ASTRONOMIC TIMECLOCK, 2 CHANNEL WITH SPST FOR EACH SWITCH. INTERIOR LIGHTING CONTACTOR(C1) SCHEMATIC WIRING DIAGRAM NTS GROUND NEUTRAL HOT CONTROL UNIT RATED FOR 20A J_ RED RED BLACK WHITE RED (+24V DC @150mA) LIGHTING LOAD OVERRIDE OFF SWITCHES BLACK(COMMON) BLUE (CONTROL) CONTROL UNIT TYPICAL OCCUPANCY SENSOR SCHEMATIC WIRING DIAGRAM NTS CONTROL UNIT RATED FOR 20A RED RED BLACK WHITE OVERRIDE OFF SWITCH RED (+24V DC'©150mA): -" LIGHTING LOAD BLACK(COMMON) BLUE (CONTROL) CONTROL UNIT TYPICAL OCCUPANCY SENSOR SCHEMATIC WIRING DIAGRAM NTS HOT _ BLK NEUTRAL WHITE RED OCCUPANCY SENSOR GENERAL NOTES A. GC SHALL REFER TO SHEET G105 FOR OWNER PROVIDED ITEMS. B, REFER TO MECHANICAL DRAWINGS FOR LOCATIONS OF MECHANICAL EQUIPMENT AND CLEARANCES AROUND MECHANICAL EQUIPMENT. C. PROVIDE ROUGH -IN OF ALL BACK BOXES, CONDUIT AND OTHER WIRE WAYS AS REQUIRED FOR LOW VOLTAGE SYSTEMS. D. PROVIDE ROUGH -IN OF ALL BACK BOXES, CONDUIT AND OTHER WIRE WAYS AS REQUIRED FOR FIRE ALARM SYSTEM. REFER TO DRAWINGS AND SPECIFICATIONS BY OTHERS FOR ADDITIONAL INFORMATION. E, COORDINATE ALL ABOVE COUNTER RECEPTACLES WITH ARCHITECTURAL DRAWINGS AND MILLWORK. F, ALL RECEPTACLES INSTALLED WITHIN 6 FEET OF A SINK OR OTHER SIMILAR WATER SURFACE SHALL CONSIST OF A GFCI PROTECTED DEVICE. G NEUTRALS SHALL NOT BE SHARED FOR ANY SINGLE POLE CIRCUITS; NEUTRALS SHALL NOT BE SHARED FOR ANY GFCI OR ISOLATED GROUNDED CIRCUIT. H, PROVIDE FINAL CONNECTION TO ALL EQUIPMENT IN CONFORMANCE WITH EQUIPMENT SUPPLIER WIRING DIAGRAMS. I, INSTALL EQUIPMENT IN A MANNER TO REMAIN ACCESSIBLE WITH REASONABLE MEANS BY THE OWNER FOLLOWING COMPLETION OF WORK. SPECIAL ATTENTION AND ADDITIONAL COORDINATION IS EXPECTED IN AREAS OF THE BUILDING WHERE THE CEILING AND STRUCTURE HEIGHTS HAVE SIGNIFICANT DIFFERENT ELEVATIONS. EQUIPMENT REQUIRING POSSIBLE FUTURE ACCESS SHALL BE INSTALLED SUCH THAT IT MAY BE SAFELY ACCESSED FROM A STANDARD STEP LADDER OR PERSONNEL LIFT SUITABLE FOR THE LOCATION AND CEILING HEIGHT, WITHOUT REMOVING OR DAMAGING THE CEILING GRID STRUCTURE. J, COORDINATE ALL DEVICE LOCATIONS WITH THE ARCHITECTURAL WALL FINISHES. SPECIAL ATTENTION AND COORDINATION OF WALL FINISHES IS EXPECTED PRIOR TO ROUGH -IN. EXACT LOCATION OF DEVICES SHALL BE COORDINATED WITH THE ARCHITECT PRIOR TO ROUGH -IN TO AVOID INSTALLATION ON SPECIAL WALL FINISHES. THE ARCHITECT MAY REQUEST DEVICES TO BE RELOCATED TO AVOID SPECIAL WALL FINISHES THAT ARE NOT COORDINATED PRIOR TO ROUGH -IN. K, SPECIAL ATTENTION SHALL BE GIVEN TO ALL RACEWAYS WITHIN FINISHED AREAS OPEN TO STRUCTURE. IN GENERAL, ALL RACEWAYS SHALL BE CONCEALED WITHIN WALLS, BELOW FLOOR SLABS, OR ABOVE ROOF DECK. PRIOR TO ROUGH -IN, COORDINATE ALL EXPOSED RACEWAYS AND BOXES WITH ARCHITECT PRIOR TO CONSTRUCTION OF WALLS, FLOOR SLABS, OR ROOF DECK. L. M. IN AREAS WHERE EXPOSED RACEWAYS ARE REQUIRED, INSTALL SYSTEMS TIGHT TO STRUCTURE AND PAINT TO MATCH THE STRUCTURE. PROVIDE A GREEN EQUIPMENT GROUNDING CONDUCTOR SIZED PER NEC FOR ALL CIRCUITS. N. CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE PANELBOARD IDENTIFICATION SCHEDULES. 0. BRANCH CIRCUIT CONDUCTORS SHALL BE MINIMUM #12 AWG UNLESS NOTED OTHERWISE IN SCHEDULES. WHERE 20A BRANCH CIRCUITS HAVE #8 AND LARGER WIRE SPECIFIED, #10 AWG WIRE SHALL BE USED FOR THE FINAL CONNECTION (15 -FT MAXIMUM). P. Q. WHERE BRANCH CIRCUITS ARE GROUPED. SIZE CONDUIT AND DERATE CURRENT CARRYING CONDUCTORS PER NEC. CONTRACTOR RESPONSIBLE TO TRACE OUT CIRCUITS TO CONFIRM ACCURACY OF EXISTING PANELBOARD DIRECTORIES. NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES. R. THE GC SHOULD ASSESS ALL BUILDING SYSTEMS AND BRING ANY DEFICIENCIES TO OUR IMMEDIATE ATTENTION BUT NOT MORE THAN 15 DAYS AFTER THE ISSUANCE OF THE BUILDING PERMIT. THE SYSTEMS INCLUDE HVAC, ELECTRICAL, PLUMBING, ROOF, STRUCTURE, LANDSCAPE IRRIGATION, SEWER, WATER, ETC. w LOAD GROUND LOAD w 2� O • X LL TYPICAL OCCUPANCY SENSOR SCHEMATIC WIRING DIAGRAM NTS OT TURN ON AT THIS TIME., NOTE THE EMERGENCY LIGHT AND INDICATORS WILL INPUT SEE 4OTE OUTPUT L LINE120Vac SWITCHED UNEZ7.7Va;.. SVt9TCH,ED LINE 120Vac• UNSW!TCHED. UNE 277Vac IQ U lSW1Tc tEb CM 0 0 a 0 0 110„11 01 Circuit bc*rd • Relay CTRL Inverts CTRL Invricr =c * Battery: Eattery . 0 1 120Vac 40 0 OR SEE NOTES O 0f. 0 I 2T7Vac o ----i--. O 0 l2OV or2Thi E,r�ergency?: Lighting Load :: NOTES_ 1. THE ABOVE WIRING DIAGRAM HAS BEEN SIMPLIFIED' FOR CLARITY ACTUAL POSITION OE COMPONENTS WILL VARY. 2. USE A 277V RATED SWITCH IF CONNECTING TGA 277V INPUT 3. YOU MAY CONNECT EITHER 120V OR 277V NOT BOTH. 4. :'LOCATION OF SWITCH FOR INVERTER MODULE :Fluorescent, .Ep•: : • and lncandescentLamps: IMPORTANT FAILURE TO RESPECT THE ABOVE WIRING ILDIAGRAM MAY. RESULT IN EQUIPMENT FAILURE AND VOID THE WARRANTY. FIGURE 2 .................. DEMO NOTES PERFORM ANY/ALL NECESSARY ELECTRICAL DEMOLITION WORK THAT IS REQUIRED TO FACILITATE THE NEW INSTALLATION. FIELD COORDINATE PRIOR TO BIDS REMOVE AND/OR MODIFY EQUIPMENT, CONDUIT, WIRE ETC. AS REQUIRED FOR A COMPLETE INSTALLATION. DEVICES OR EQUIPMENT REMAINING AFTER THE DEMOLITION IS COMPLETE SHALL BE RECONNECTED OR MAINTAINED TO EXISTING OR NEW CIRCUITS AND LEFT IN GOOD WORKING ORDER. FIELD VERIFY ALL CONDITIONS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE GC SHALL CONTACT THE ARCHITECT PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT THE GC'S COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES. THE PLANS AND SPECIFICATIONS NOT WITHSTANDING THE CONTRACTOR SHALL ALERT ARCHITECT OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. FIRE ALARM NOTE CONTRACTOR IS TO PROVIDE ALL FIRE ALARM DEVICES IN TENANT SPACE AS LOCAL CODE REQUIRES. FIELD VERIFY EXISTING CONDITIONS AND REUSE EXISTING EQUIPMENT IF ABLE. CONNECT DUCT SMOKE DETECTOR IS INSTALLED TO `FIRE ALARM PANEL: -REF TO- MECHANICAL "DRAWINGS FOR MORE INFORMATION. CONNECT FIRE ALARM OUTPUT TO STEREO HEAD UNIT AND CONTROL DEVICE OF SFX LIGHTING SO THAT BOTH AUDIO AND SFX LIGHTING IS TURNED OFF IN THE EVENT OF ALARM. TIMECLOCK CONTROLLED/EMERGENCY INVERTER LIGHTING FIXTURE WIRING DIAGRAM(TYP) N TS ELECT. SYMBOLS LEGEND (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) SYMBOL DESCRIPTION WALL MOUNTED LIGHT FIXTURE FLUOR. FIXTURE, SURFACE MOUNTED 0 FLUORESCENT FIXTURE, 1><. FLUORESCENT FIXTURE, NIGHT LIGHT FLUORESCENT FIXTURE, EMERGENCY LIGHT EXIT FIXTURE (WALL MOUNTED/CEILING MOUNTED) EMERGENCY FIXTURE, +7'-6" UNO EXIT/EMERGENCY COMBO FIXTURE, +7'-6" UNO EMERGENCY BALLAST AND EMERGENCY REMOTE HEADS, +7'-6" UNO CEILING MOUNTED OCCUPANCY SENSOR 7 DATA OUTLET 0 TELEPHONE OUTLET DATA/ TELEPHONE OUTLET SWITCH, SINGLE POLE, +44" UNO $3 SWITCH, 3 -WAY, +44" UNO $4 SWITCH, 4 -WAY, +44" UNO DAY LIGHT SENSOR $D SWITCH, 0-10 VOLT DIMMER, +44" UNO $OS SWITCH, OCCUPANCY SENSOR, +44" UNO RECEPTACLE, DUPLEX, +16" UNO RECEPTACLE, DUPLEX FLUSH FLOOR V RECEPTACLE, DOUBLE DUPLEX, +16" UNO C CONTROLLED RECEPTACLE VIA TIMECLOCK +16"UNO (1'T� DC DROP CORD WITH DUPLEX RECEPTACLE. SEE DETAIL. (� `N DC DROP CORD WITH FEMALE PLUG. SEE DETAIL. "44) RECEPTACLE, SPECIAL, +16" UNO . @ SPECIAL RECEPTACLE IN FLUSH FLOOR BOX V TV OUTLET J -BOX, COORDINATE EXACT REQUIREMENTS WITH OWNER 3/4" C. TO ACCESSIBLE CEILING SPACE ��—�\ CIRCUIT, BELOW GRADE OR FLOOR NEUTRAL GR HOMERUN CIRCUIT 9 ISOLATED GROUND DUPLEX RECEPTACLE, SIMPLEX, +16" UNO O JUNCTION BOX (WALL MOUNTED/CEILING MOUNTED) O THERMOSTAT (WALL MOUNTED/CEILING MOUNTED) Di NON-FUSED DISCONNECT 1217 FUSED DISCONNECT MOTOR 4, c CONTACTOR a COMBINATION STARTER DISCONNECT Agiffi MECHANICAL EQUIPMENT CALLOUT TO MECHANICAL DRAWINGS FOR (REF EXACT LOCATION OF EQUIPMENT) AIDETAIL REFERENCE ® X -DETAIL NUMBER XX -SHEET NUMBER LIGHT SWITCH SUBSCRIPTS. a, b, c LOWER CASE LETTERS INDICATE SWITCHING CONFIGURATION. ABBREVIATIONS AFF ABOVE FINISHED FLOOR + AFF AV AUDIONISUAL CF CEILING FAN CLG • CEILING MOUNTED CSR CURRENT SENSING RELAY EF EXHAUST FAN EX EXISTING TO REMAIN G GROUND GFCI GROUND FAULT CIRCUIT INTERRUPTER IG ISOLATED GROUND NL NIGHT LIGHT, DO NOT SWITCH NTS NOT TO SCALE REF REFERENCE TP TAMPER PROOF TYP TYPICAL UNO UNLESS NOTED OTHERWISE WH WATER HEATER WP WEATHER PROOF ZD ZONE DAMPER l'7%- 00 I Li RECEIVED CITY OF TUKWILA JAN 1 9 2017 PERMIT CENTER SEPARATE REQUIRED PERMIT ANDI+ APPROVAL N N .1 (/) r2Z <C Z0w z O OUco �— O ce w z. wwt— co 0 CORE STATES 1700 W Industrial Drive, Ste. B Rogers, AR 72756 Ptrone (479) 986.4400 FAX (479) 986-4401 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT, REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED BY NIELSEN ARCHITECTURE, LLC. rg d W 0 Z d H H V OG t9>• LIN Z J H H a k coW te co • %- >3 °c� Z_ a� Tr I PROJECT NUMBER: 2015-0116 DRAWN BY: APPROVED BY: HOL RMJ .,,.ISSUE „DATE 11/30/2016 REVISIONS DATE DESCRIPTION SHEET CONTENTS: GENERAL NOTES AND SYMBOLS E010 PARKING GARAGE ELECTRICAL PLAN 1/16"=V-0" EF -1 FAN HOOD // / Li\l 1 //1 I /1 �// I/ \, `• sks A J EXISTING PANELS AND TRANSFORMER TO REMAIN. Q EXISTING 1200 AMP 277/480V 3PH/4W MDP SEC. 1 & 2. 1R6I 1 WP/ GFI HVAC POWER PLAN 1 /16"=1'-0" RTU -3 72" A.F.F. EXISTING PANELS AND TRANSFORMER TO REMAIN. RELOCATED PANELS ART 0 Y' EXISTING RTU f TO REAMIN O 0 O 0 KEYED NOTES 1 HVAC UNITS FURNISHED WITH DISCONNECT AND GFCI RECEPTACLE BY MANUFACTURER RELOCATE, EXTEND, AND RECONNECT CIRCUITRY TO NEW LOCATIONS AS SHOWN. FEED FROM EXISTING 480/277V PANELBOARD. PROVIDE 70A -3P BREAKER. E.C. SHALL MATCH TYPE AND AIC RATINGS OF EXISTING CIRCUIT BREAKERS. E.C. SHALL VERIFY PRIOR TO ROUGH -IN THAT EXISTING PANELBOARD HAS SPARE CAPACITY TO ACCOMMODATE ANY ADDITIONAL LOAD. ❑� RELOCATE, EXTEND, AND RECONNECT CIRCUITRY TO NEW LOCATIONS AS SHOWN. FEED FROM EXISTING PANELBOARD. PROVIDE 20A -1P CIRCUIT BREAKER IF NEEDED. E.C. SHALL MATCH TYPE AND AIC RATINGS OF EXISTING CIRCUIT BREAKERS. E.C. SHALL VERIFY PRIOR TO ROUGH -IN THAT EXISTING PANELBOARD HAS SPARE CAPACITY TO ACCOMMODATE ANY ADDITIONAL LOAD. ❑ 3 NEW EXHAUST FAN: RELOCATE, EXTEND, AND RECONNECT CIRCUITRY TO NEW LOCATIONS AS SHOWN. FEED FROM EXISTING 480/277V PANELBOARD. PROVIDE 50A -3P BREAKER. E.C. SHALL MATCH TYPE AND AIC RATINGS OF EXISTING CIRCUIT BREAKERS. E.C. SHALL VERIFY PRIOR TO ROUGH -IN THAT EXISTING PANELBOARD HAS SPARE CAPACITY TO ACCOMMODATE ANY ADDITIONAL LOAD. N r W .N 0) ti w z�_UDJ z Z O .J O 0 OC Q W W 0 c:4 CORE STATES 1700 W Industrial owe, s1e. 8 G R O U P Rogers, AR 72756 Phone (479) 986-4400 FAX (479) 9886-4401 RECEIVED CITY OF TUKWILA JAN 1 9 2017 PERMIT CENTER PERMIT IPPR Ir'�D EQU RVAL R ED PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT, REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED BY NIELSEN ARCHITECTURE, LLC. 1 y a W • co oG co chari W O in o z 4— 'I'I- PROJECT NUMBER: 2015-0116 DRAWN BY: APPROVED BY: RISSUE DATE: HOL RMJ 11/30/2016 REVISIONS DESCRIPTION SHEET CONTENTS: HVAC POWER PLAN E210 I 1 I I I \,, • \ `\`\ l\ `U` '\l` \\\ \\ ` \\`�``\ H \ / \ i \ \ (I '\ \...: �\ �i \, ...i \ \\ \. % sk,• l\ \ \\\\\ \\� \ \\ '\, • \\ \•> ( \ \\ % \\ `\\ - \\ ``\\` \ \\ `\` kk •\ \` \\ t i•\\ -i %% \ % 4 �\ \`\ `\\\ \\ , \ \\ ';\ \. j j ,--- i I I j I (--., , � ,i ,;--. --,, // n // ,/ �. I ri 1 \ / `, i' r i ! . / /, I \ \ \ / \ / `\ / `` / �� may,,. �/ \` \ / , . , \' / I / \ \ y; . \\\ /' \ �`�' ht i /r J 1 / n o I I i I LIGHTING AND POWER IN PARKING EXISTING TO REMAIN. MAINTAIN EXITING AND CONTROLS UNLESS OTHERWISE GARAGE IS CIRCUITRY NOTED. I A "--, % \ / ': / / i / 1/ l/ a% �% G l G I/ / I I \r. \� \ \\\\\\\\\\\\\\\ o I i I j1 i L j I I I 1 ! ' I ' I I PARKING GARAGE ELECTRICAL PLAN 1/16"=V-0" EF -1 FAN HOOD // / Li\l 1 //1 I /1 �// I/ \, `• sks A J EXISTING PANELS AND TRANSFORMER TO REMAIN. Q EXISTING 1200 AMP 277/480V 3PH/4W MDP SEC. 1 & 2. 1R6I 1 WP/ GFI HVAC POWER PLAN 1 /16"=1'-0" RTU -3 72" A.F.F. EXISTING PANELS AND TRANSFORMER TO REMAIN. RELOCATED PANELS ART 0 Y' EXISTING RTU f TO REAMIN O 0 O 0 KEYED NOTES 1 HVAC UNITS FURNISHED WITH DISCONNECT AND GFCI RECEPTACLE BY MANUFACTURER RELOCATE, EXTEND, AND RECONNECT CIRCUITRY TO NEW LOCATIONS AS SHOWN. FEED FROM EXISTING 480/277V PANELBOARD. PROVIDE 70A -3P BREAKER. E.C. SHALL MATCH TYPE AND AIC RATINGS OF EXISTING CIRCUIT BREAKERS. E.C. SHALL VERIFY PRIOR TO ROUGH -IN THAT EXISTING PANELBOARD HAS SPARE CAPACITY TO ACCOMMODATE ANY ADDITIONAL LOAD. ❑� RELOCATE, EXTEND, AND RECONNECT CIRCUITRY TO NEW LOCATIONS AS SHOWN. FEED FROM EXISTING PANELBOARD. PROVIDE 20A -1P CIRCUIT BREAKER IF NEEDED. E.C. SHALL MATCH TYPE AND AIC RATINGS OF EXISTING CIRCUIT BREAKERS. E.C. SHALL VERIFY PRIOR TO ROUGH -IN THAT EXISTING PANELBOARD HAS SPARE CAPACITY TO ACCOMMODATE ANY ADDITIONAL LOAD. ❑ 3 NEW EXHAUST FAN: RELOCATE, EXTEND, AND RECONNECT CIRCUITRY TO NEW LOCATIONS AS SHOWN. FEED FROM EXISTING 480/277V PANELBOARD. PROVIDE 50A -3P BREAKER. E.C. SHALL MATCH TYPE AND AIC RATINGS OF EXISTING CIRCUIT BREAKERS. E.C. SHALL VERIFY PRIOR TO ROUGH -IN THAT EXISTING PANELBOARD HAS SPARE CAPACITY TO ACCOMMODATE ANY ADDITIONAL LOAD. N r W .N 0) ti w z�_UDJ z Z O .J O 0 OC Q W W 0 c:4 CORE STATES 1700 W Industrial owe, s1e. 8 G R O U P Rogers, AR 72756 Phone (479) 986-4400 FAX (479) 9886-4401 RECEIVED CITY OF TUKWILA JAN 1 9 2017 PERMIT CENTER PERMIT IPPR Ir'�D EQU RVAL R ED PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT, REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED BY NIELSEN ARCHITECTURE, LLC. 1 y a W • co oG co chari W O in o z 4— 'I'I- PROJECT NUMBER: 2015-0116 DRAWN BY: APPROVED BY: RISSUE DATE: HOL RMJ 11/30/2016 REVISIONS DESCRIPTION SHEET CONTENTS: HVAC POWER PLAN E210 14 EXISTING EXTERIOR WALL PACK WITH 90 MINUTE BATTERY BACK UP TO REMAIN. FIXTURES POWERED FROM LANDLORD HOUSE PANEL. VIA LIGHTING CONTACTOR 13 6 VIA LIGHTING CONTAC EXISTING PANELS AND TRANSFORMER TO REMAIN. 8 1 11 13 6 IA 13 6 .v /' v EXISTING PANELS AND TRANSFORMER TO REMAIN. 8 1 11 13 6 LIGH-TING 000 I I IUIPI CONTACTOR • 1 1200 AMP 277/480V 3PH/4W-MOP-SEC. 1 & 2. EXISTING PANELS AND TRANSFORMER TO REMAIN. RELOCATED PANELS J VIA LIGHT! CONTACTOR C LIGHTING PLAN F 2 KEYED NOTES O CONNECT EXIT SIGNS TO CIRCUIT AS SHOWN AHEAD OF ANY LIGHTING CONTROLS. CENTER ABOVE DOOR. IN OPEN AREAS MOUNT ALONG PATH OF EGRESS AND IN LOCATION AND HEIGHT THAT IS NOT OBSTRUCTED FROM VIEW, ▪ LIGHT FIXTURES IN THIS AREA TO BE RELOCATED AS REQUIRED. MAINTAIN EXISTING CIRCUITRY AND CONTROLS. PROVIDE LEVITON ADAPTIVE TECHNOLOGY DUAL DETECTION CEILING MOUNTED OCCUPANCY SENSOR OSCOS-MOW AND REQUIRED LEVITON OPP20 POWERPAK(S) WITH MANUAL OVERRIDE SWITCH AT LOCATION SHOW. REF TO DETAIL 2/E010. • USE GRIPPLE AIRCRAFT CABLE KIT INCLUDED WITH LIGHT FIXTURES TO MOUNT LIGHT FIXTURES AT +20'-0" AFF TO BOTTOM OF FIXTURE. PROVIDE UNISTRUT AND THREADED ROD TO SPAN BETWEEN STRUCTURAL SUPPORTS TO MAINTAIN SPACING. 111 CONNECT OWNER FURNISHED EMERGI-LITE 720W INVERTER AHEAD OF ANY LIGHTING CONTROL. REF TO DETAIL 1/E010. ROUTE HOMERUN VIA LIGHTING CONTACTOR IN ELECTRICAL ROOM. REF TO DETAIL 5/E010. 70 NOT USED. ® COORDINATE FINAL LOCATION OF EXIT SIGNS WITH FINAL TRAMPOLINE LAYOUT. PROVIDE ADDITIONAL EXIT SIGNS AS REQUIRED ALONG PATH OF EGRESS. ❑9 LIGHTS IN THIS AREA ARE EXISTING TO REMAIN. MAINTAIN EXISTING CIRCUITRY AND CONTROLS. 10 PROVIDE CONTACTOR FOR TRAMPOLINE HIGH BAY LIGHT FIXTURES TO BE CONTROLLED BY TIME CLOCK. REFER TO SPECIFICATION CALLED OUT ON E010. 11 EXIT SIGNS IN MAIN AREA TO BE MOUNTED AT 12' AFF. E2 CONFIRM COLOR OF LED LIGHTING WITH OWNER REPRESENTATIVE PRIOR TO ORDER. REF TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATION AND HEIGHT OF LIGHT FIXTURE. ROUTE THRU CONTACTOR C2. 13 NEW LIGHTS TO BE CONNECT TO EXISTING LIGHTING CIRCUIT PREVIOUSLY SERVING AREA AND NEW CONTROLS AS SHOWN. EC TO VERIFY THAT THE EXISTING CIRCUIT CAN ACCOMMODATE ANY ADDITIONAL LOAD. r=. z U PRIOR TO INSTALL, GC TO CONTACT OWNER FOR CURRENT HJC ORDER FORM, LIGHTING LAY -OUT, AND AV PLAN. 0 (((((i))); --q---------°---- D 3 c VIA 05-»))) LIGHTING CONTACTOR 13 6 00 MEZZANINE LIGHTING PLAN 3/32"=1'-0" RECEIVED CITY OF TUKWILA MAR 0 9 2017 PERMIT CENTER SEPARATE PERMITAND APREQUIRED UIRED 1700 W Industrial Drive, Ste. B Rogers, AR 72756 Phone (479) 988-4400 FAX (479) 986-4401 GROUP PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT, REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED BY NIELSEN ARCHITECTURE, LLC. PROJECT NUMBER: 2015-0116 DRAWN BY: HOL APPROVED BY: RMJ ISSUE DATE: 11/30/2016 REVISIONS DESCRIPTION ADDENDUM 2 SHEET CONTENTS: LIGHTING PLAN E100 IA 13 6 LIG ffCTOR iTING 1.41 LIGH-TING 000 I I IUIPI CONTACTOR • 1 1200 AMP 277/480V 3PH/4W-MOP-SEC. 1 & 2. EXISTING PANELS AND TRANSFORMER TO REMAIN. RELOCATED PANELS J VIA LIGHT! CONTACTOR C LIGHTING PLAN F 2 KEYED NOTES O CONNECT EXIT SIGNS TO CIRCUIT AS SHOWN AHEAD OF ANY LIGHTING CONTROLS. CENTER ABOVE DOOR. IN OPEN AREAS MOUNT ALONG PATH OF EGRESS AND IN LOCATION AND HEIGHT THAT IS NOT OBSTRUCTED FROM VIEW, ▪ LIGHT FIXTURES IN THIS AREA TO BE RELOCATED AS REQUIRED. MAINTAIN EXISTING CIRCUITRY AND CONTROLS. PROVIDE LEVITON ADAPTIVE TECHNOLOGY DUAL DETECTION CEILING MOUNTED OCCUPANCY SENSOR OSCOS-MOW AND REQUIRED LEVITON OPP20 POWERPAK(S) WITH MANUAL OVERRIDE SWITCH AT LOCATION SHOW. REF TO DETAIL 2/E010. • USE GRIPPLE AIRCRAFT CABLE KIT INCLUDED WITH LIGHT FIXTURES TO MOUNT LIGHT FIXTURES AT +20'-0" AFF TO BOTTOM OF FIXTURE. PROVIDE UNISTRUT AND THREADED ROD TO SPAN BETWEEN STRUCTURAL SUPPORTS TO MAINTAIN SPACING. 111 CONNECT OWNER FURNISHED EMERGI-LITE 720W INVERTER AHEAD OF ANY LIGHTING CONTROL. REF TO DETAIL 1/E010. ROUTE HOMERUN VIA LIGHTING CONTACTOR IN ELECTRICAL ROOM. REF TO DETAIL 5/E010. 70 NOT USED. ® COORDINATE FINAL LOCATION OF EXIT SIGNS WITH FINAL TRAMPOLINE LAYOUT. PROVIDE ADDITIONAL EXIT SIGNS AS REQUIRED ALONG PATH OF EGRESS. ❑9 LIGHTS IN THIS AREA ARE EXISTING TO REMAIN. MAINTAIN EXISTING CIRCUITRY AND CONTROLS. 10 PROVIDE CONTACTOR FOR TRAMPOLINE HIGH BAY LIGHT FIXTURES TO BE CONTROLLED BY TIME CLOCK. REFER TO SPECIFICATION CALLED OUT ON E010. 11 EXIT SIGNS IN MAIN AREA TO BE MOUNTED AT 12' AFF. E2 CONFIRM COLOR OF LED LIGHTING WITH OWNER REPRESENTATIVE PRIOR TO ORDER. REF TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATION AND HEIGHT OF LIGHT FIXTURE. ROUTE THRU CONTACTOR C2. 13 NEW LIGHTS TO BE CONNECT TO EXISTING LIGHTING CIRCUIT PREVIOUSLY SERVING AREA AND NEW CONTROLS AS SHOWN. EC TO VERIFY THAT THE EXISTING CIRCUIT CAN ACCOMMODATE ANY ADDITIONAL LOAD. r=. z U PRIOR TO INSTALL, GC TO CONTACT OWNER FOR CURRENT HJC ORDER FORM, LIGHTING LAY -OUT, AND AV PLAN. 0 (((((i))); --q---------°---- D 3 c VIA 05-»))) LIGHTING CONTACTOR 13 6 00 MEZZANINE LIGHTING PLAN 3/32"=1'-0" RECEIVED CITY OF TUKWILA MAR 0 9 2017 PERMIT CENTER SEPARATE PERMITAND APREQUIRED UIRED 1700 W Industrial Drive, Ste. B Rogers, AR 72756 Phone (479) 988-4400 FAX (479) 986-4401 GROUP PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT, REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED BY NIELSEN ARCHITECTURE, LLC. PROJECT NUMBER: 2015-0116 DRAWN BY: HOL APPROVED BY: RMJ ISSUE DATE: 11/30/2016 REVISIONS DESCRIPTION ADDENDUM 2 SHEET CONTENTS: LIGHTING PLAN E100 0- 11 7 ) 111tut AV EXISTING PANELS AND TRANSFORMER TO REMAIN. AV B LOW DECK FOR NI-REA-TIMER ON TRUSSING. EXISTING 1200 AMP 277/480 3PH/4W MDP SEC. 1 & 2. POWER PLAN 3/32"=1'-0" EXTEN ANE TRANS RELOCATE 26 11 6 11 •/R -CONNECT. CI- OR TO ALL FEEDERS CUITS FOR PANELS AND ER BEING RELOCATED. EW ELECTRICAL ROOM AS REQUIRED. EXISTING PANELS AND TRANSFORMER TO REMAIN. A ITYP bn A PRIOR TO INSTALL, GC TO CONTACT OWNER FOR CURRENT HJC ORDER FORM, LIGHTING LAY -OUT, AND AV PLAN. RECEPTACLES TO BE WITHIN TRUSSING, TYP OF 4. e DEVICE FINISHES EXPOSED - GALVANIZED MAIN AREA - BLACK OFFICES AND PARTY ROOMS - WHITE RELOCATED PANELS TYP _b. 13114 PROVIDE 30A/4W CORD KIT FOR WASHER/DRYER. COORDINATE EXACT LOCATION. SCE\T AIR SFX MASTER SWITCH 26 24 6" TO 8" ABOVE 15 TRUSSING J (i FIRE ALARM KEYED NOTES CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE AND FULLY FUNCTIONAL FIRE ALARM SYSTEM AS REQUIRED BY CODE AND LOCAL AHJ. THIS INCLUDES PROVIDING DESIGN, SHOP DRAWINGS, EQUIPMENT SPECIFICATIONS, DEVICE WIRING DIAGRAM, BATTER CALCULATIONS, AND VOLTAGE DROP CALCULATIONS. INCLUDE ALL COSTS ASSOCIATED WITH THE FIRE ALARM SYSTEM IN THE BASE BID. AV 27 AV 00 Do ❑2 ❑2 MEZZANINE POWER PLAN 3/32"=1'-0" ETI LJ LJ ❑2 E1 0 REF TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATION OF SIGNAGE. COORDINATE ROUGH -IN REQUIREMENTS WITH SIGN PROVIDER. PROVIDE LOCAL DISCONNECTING MEANS AS REQUIRED PER LOCAL AHJ. MAINTAIN EXISTING LIGHTING CONTACTOR AND TIMECLOCK FOR CONTROL. E POWER IN THS AREA IS EXISTING TO REMAIN. ❑3 NOT USED. 171 (1) DUPLEX RECEPTACLE FOR MANAGER'S OFFICE DISPLAY AT 80" AFF. COORDINATE EXACT LOCATION WITH PARK OPERATOR. 0 PROVIDE DUPLEX RECEPTACLE AT 80" AFF FOR SYSTEM HEADEND IN MANAGER'S OFFICE. © DUPLEX RECEPTACLE "ALWAYS ON" WITH (1) 1/2"C STUB TO NEAREST ACCESSIBLE ROOF BEAM/PURLIN FOR AUDIO SIGNAL FEED TO DEVICE SITUATED ON THE FLOOR BENEATH THE ANGLED TRAMPOLINE. ❑ � RELOCATE, EXTEND, AND RECONNECT CIRCUITRY TO NEW LOCATIONS AS SHOWN. FEED FROM EXISTING PANELBOARD. PROVIDE 20A -1P CIRCUIT BREAKER IF NEEDED. E.C. SHALL MATCH TYPE AND AIC RATINGS OF EXISTING CIRCUIT BREAKERS. E.C. SHALL VERIFY PRIOR TO ROUGH -IN THAT EXISTING PANELBOARD HAS SPARE CAPACITY TO ACCOMMODATE ANY ADDITIONAL LOAD. ® PROVIDE CONNECTION FOR LOW VOLTAGE DOOR ALARM TRANSFORMER. CIRCUIT P1-39, (2)#12, (1)#12G, 1/2"C. COORDINATE EXACT LOCATION AND MAKE FINAL TERMINATIONS PER MANUFACTURER'S RECOMMENDATION. ❑9 MOUNT TAMPER RESISTANT RECEPTACLE FLUSH WITH RAISED FLOOR. COORDINATE MOUNTING HEIGHT AND EXACT LOCATION WITH OWNER PRIOR TO ROUGH -IN. 10 PROVIDE (2) 2" CONDUIT FOR DATA PORTS TO ACCESSIBLE ROOF BEAM/PURLIN IN MAIN PARK AREA WITH PLASTIC BUSHING ON CONDUIT END. PROVIDE PULL STRING IN EMPTY CONDUIT. COORDINATE DEVICES AND LOCATIONS AT WAIVER STATION WITH OWNER. FriPROVIDE RECEPTACLE MOUNT AT STRUCTURE SO THAT FIXTURE CAN BE MOUNTED ON THE LOWEST PART OF THE BEAM/ PURLIN. COORDINATE EXACT LOCATION WITH SFX LIGHTING INSTALLER. ROUTE VIA CONTACTOR CONTROLLED BY 120V MASTER SWITCH 12 NOT USED. 13 PROVIDE 20A DEDICATED CIRCUIT TO FIRE ALARM CONTROL PANEL (FACP). COORDINATE EXACT LOCATION WITH FIRE PROTECTION DRAWINGS PRIOR TO ROUGH -IN 14 PROVIDE LOW VOLTAGE CABLE FIRE ALARM OUTPUT TO AUDIO SYSTEM DRY CONTACTS FOR AUTOMATIC SHUT-OFF IF FIRE ALARM IS ACTIVATED. 15 PROVIDE NON -SWITCHED DUPLEX RECEPTACLE AT DIGITAL SIGNAGE DISPLAY. OUTLET TO BE POSITIONED ON THE WALL NEAREST TO AND 6" ABOVE THE TRUSSING SYSTEM. 16 PROVIDE CONNECTION TO SIGNAGE PER MANUFACTURER'S RECOMMENDATION. POSITION ON THE WALL NEAREST TO THE TRUSSING SYSTEM FOR THE WAVE STATION AND FRONT DESK. COORDINATE EXACT LOCATION WITH ARCHITECT AND SIGNAGE VENDOR. 17 NOT USED. 18 (1) 1"C FROM CENTER OR FRONT COUNTER TO NEAREST ACCESSIBLE ROOF BEAM/PURLIN IN MAIN PARK AREA. 19 COORDINATE EXACT LOCATION OF DEVICES WITH OWNER PRIOR TO ROUGH -IN. 20 PROVIDE RECEPTACLE TO BE MOUNTED HIGH. COORDINATE EXACT MOUNTING HEIGHT WITH OWNER PRIOR TO ROUGH -IN. 21 ONE DRY CONTACT FROM FIRE PANEL FOR AUDIO SYSTEM MUTE (N.O. RELAY) 2211 PROVIDE (2) 120V DEDICATED DUPLEX RECEPTACLES EACH ON A DEDICATED 20A CIRCUIT FOR SFX UNIT PROVIDE FIRE ALARM OUTPUT CONTROLLED CONTRACTOR OR RELAY TO TURN OFF POWER TO EACH RECEPTACLE IF FIRE ALARM IS ACTIVATED. 23 PROVIDE THE FOLLOWING EMPTY CONDUITS FROM AV SYSTEM: - 1/2" TO FIRE ALARM PANEL -1" TO TELE./INTERNET DEMARC, CATV - (2) 2" EMT FROM SYSTEM HEADEND TO NEAREST ACCESSIBLE ROOF BEAM/PURLIN IN MAIN PARK AREA. 24 PROVIDE TWO 120V MASTER SWITCH WITH CONTACTOR/RELAY DEVICE TO SFX LIGHTING. COORDINATE LOCATION WITH PARK OPERATOR AND FRONT COUNTER MILLWORK AND SWITCH BANK ON SHEET E1.0 - LIGHTING PLAN. PROVIDE TWO DATA JUNCTION BOXES WITH 1/2" 25 CONDUIT STUBBED TO A LOCATION ACCESSIBLE FROM THE SYSTEM HEADEND. COORDINATE EXACT LOCATION WITH PARK OPERATOR PRIOR TO ROUGH -IN. 26 PROVIDE THREE 120V 20A DEDICATED CIRCUITS. a. ONE REGULATED BY MASTER SFX LIGHTING SYSTEM SWITCH AS DESCRIBED IN NOTE #24. b. ONE REGULATED BY SWITCH LOCATED ADJACENT TO MASTER SFX LIGHTING SYSTEM SWITCH AND CONTROLLED WITH CONTACTOR/RELAY DEVICE AS DESCRIBED IN NOTE #24. c. ONE UNREGULATED. 27 OUTLET LOCATIONS FOR ALL CATV OR SAN SOURCED FLAT PANEL DISPLAYS ARE TO BE SPECIFIED BY PARK OPERATOR/DESIGNER AND REQUIRE A SECOND/VACANT CONDUIT FROM SYSTEM HEADEND FOR ROUTING OF SIGNAL CABLING. 28 RELOCATE, EXTEND, AND RECONNECT CIRCUITRY TO NEW LOCATIONS AS SHOWN. FEED FROM EXISTING PANELBOARD. PROVIDE 30A -3P CIRCUIT BREAKER IF NEEDED. E.C. SHALL MATCH TYPE AND AIC RATINGS OF EXISTING CIRCUIT BREAKERS. E.0 SHALL VERIFY PRIOR TO ROUGH -IN THAT EXISTING PANELBOARD HAS SPARE CAPACITY TO ACCOMMODATE ANY ADDITIONAL LOAD. RECEIVED CITY OF TUKWILA JAN 1 9 2097 PERMIT CENTER SEPARATE �q�,y�D APPROVAL PER 4 REQUIRED CORE STATES 700 W Industrial Drive, Ste. B Rogers, AR 72756 Phone (479) 986-4400 FAX (479) 986-4401 GROUP PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT, REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED BY NIELSEN ARCHITECTURE, LLC. 4 0. W O. J 0 H H 0 OC V >mZ J H H W g co eg Q � d co rg w i3 c°a z� a' PROJECT NUMBER: 2015-0116 DRAWN BY: APPROVED BY: HOL RMJ ISSUE.DATE: -.,_ 11/30/2016 REVISIONS SHEET CONTENTS: POWER PLAN E200 SPECIFICATIONS SECTION 16A: ELECTRICAL 16A.1 GENERAL INSTRUCTIONS 16A 1-1 GENERAL REQUIREMENTS ALL REQUIREMENTS UNDER DIVISION 1 AND THE GENERAL AND SUPPLEMENTAL CONDITIONS OF THESE SPECIFICATIONS APPLY TO THIS SECTION AND DIVISION. WHERE THE REQUIREMENTS OF THIS SECTION AND DIVISION EXCEED THOSE OF DIVISION 1, THIS SECTION AND DIVISION TAKE PRECEDENCE. BECOME THOROUGHLY FAMILIAR WITH ALL THEIR CONTENTS AS TO REQUIREMENTS THAT AFFECT THIS DIVISION, SECTION OR BOTH, WORK REQUIRED UNDER THIS DIVISION INCLUDES ALL MATERIAL, EQUIPMENT, APPLIANCES, AND LABOR REQUIRED TO COMPLETE THE ENTIRE ELECTRICAL SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS, OR REASONABLY INFERRED TO BE NECESSARY TO FACILITATE EACH SYSTEMS FUNCTIONING AS IMPLIED BY THE DESIGN AND THE EQUIPMENT SPECIFIED. THE SPECIFICATIONS AND DRAWINGS FOR THE PROJECT ARE COMPLEMENTARY, AND PORTIONS OF THE WORK DESCRIBED IN ONE, SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES, NOTIFY THE ENGINEER AND REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK INVOLVED. DRAWINGS ARE GRAPHIC REPRESENTATIONS OF THE WORK UPON WHICH THE CONTRACT IS BASED. THEY SHOW THE MATERIALS AND THEIR RELATIONSHIP TO ONE ANOTHER, INCLUDING SIZES, SHAPES, LOCATIONS, AND CONNECTIONS. THEY ALSO CONVEY THE SCOPE OF WORK, INDICATING THE INTENDED GENERAL ARRANGEMENT OF THE EQUIPMENT, FIXTURES, OUTLETS AND CIRCUITS WITHOUT SHOWING ALL OF THE EXACT DETAILS AS TO ELEVATIONS, OFFSETS, CONTROL LINES, AND OTHER INSTALLATION REQUIREMENTS. USE OF THE DRAWINGS AS A GUIDE WHEN LAYING OUT THE WORK AND TO VERIFY THAT MATERIALS AND EQUIPMENT WILL FIT INTO THE DESIGNATED SPACES, AND WHICH, WHEN INSTALLED PER MANUFACTURES' REQUIREMENTS, WILL ENSURE A COMPLETE, COORDINATED, SATISFACTORY AND PROPERLY OPERATING SYSTEM. SPECIFICATIONS DEFINE THE QUALITATIVE REQUIREMENTS FOR PRODUCTS, MATERIALS, AND WORKMANSHIP UPON WHICH THE CONTRACT IS BASED. 16A 1-2 PRE-BID SITE INSPECTION PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED OF CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 16A 1-3 MATERIAL AND WORKMANSHIP PROVIDE ALL MATERIAL AND EQUIPMENT NEW AND IN FIRST CLASS CONDITION. PROVIDE MARKINGS OR A NAMEPLATE FOR ALL MATERIAL AND EQUIPMENT IDENTIFYING THE MANUFACTURER AND PROVIDING SUFFICIENT REFERENCE TO ESTABLISH QUALITY, SIZE AND CAPACITY. ALL WORKMANSHIP SHALL BE OF THE FINEST POSSIBLE BY EXPERIENCED MECHANICS OF THE PROPER TRADE. IN GENERAL, PROVIDE COMMERCIAL SPECIFICATION GRADE QUALITY FOR ALL MATERIALS AND EQUIPMENT. LIGHT DUTY AND RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTABLE. PROVIDE ALL HOIST, SCAFFOLDS, STAGING, RUNWAYS, TOOLS, MACHINERY AND EQUIPMENT REQUIRED FOR THE PERFORMANCE OF THE ELECTRICAL WORK. STORE AND MAINTAIN MATERIAL AND EQUIPMENT IN CLEAN CONDITION, AND PROTECTED FROM WEATHER, MOISTURE, AND PHYSICAL DAMAGE. FURNISH ONLY MATERIAL AND EQUIPMENT THAT ARE LISTED. LABELED, OR BOTH, BY A NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL), WHENEVER ANY LISTING OR LABELING EXIST FOR THE TYPES OF MATERIAL AND EQUIPMENT SPECIFIED. 16A 1-4 COORDINATION COORDINATE ALL WORK WITH OTHER DIVISION AND TRADES SO THAT THE VARIOUS COMPONENTS OF THE ELECTRICAL SYSTEMS ARE INSTALLED AT THE PROPER TIME, FIT THE AVAILABLE SPACE, AND ALLOW PROPER SERVICE ACCESS TO ALL EQUIPMENT. REFER TO ALL DRAWINGS, INCLUDING, BUT NOT LIMITED TO, CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND PLUMBING, AND TO RELEVANT EQUIPMENT SUBMITTALS AND SHOP DRAWINGS TO DETERMINE THE EXTENT OF THE CLEAR SPACES. MAKE ALL OFFSETS REQUIRED TO CLEAR EQUIPMENT, BEAMS AND OTHER STRUCTURAL MEMBER, AND TO FACILITATE CONCEALING RACEWAYS IN THE MANNER ANTICIPATED IN THE DESIGN. PROVIDE MATERIALS WITH TRIM HAT WILL FIT PROPERLY THE TYPES OF CEILING, WALL OR FLOOR FINISHES ACTUALLY INSTALLED. 16A 1-5 DEFINITIONS WHENEVER USED IN THESE SPECIFICATIONS OR DRAWINGS, THE FOLLOWING TERMS SHALL HAVE THE INDICATED MEANINGS. FURNISH: "TO SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLING, INSTALLING, AND SIMILAR OPERATIONS." INSTALL: 'TO PERFORM ALL OPERATIONS AT THE PROJECT SITE, INCLUDING, BUT NOT LIMITED TO, AND AS REQUIRED, UNLOADING, UNPACKING, ASSEMBLING, ERECTING, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, TESTING, COMMISSIONING, STARTING UP AND SIMILAR OPERATIONS, COMPLETE, AND READY FOR THE INTENDED USE." PROVIDE: 'TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE." FURNISHED BY OWNER (OR OWNER -FURNISHED) OR FURNISHED BY OTHERS: "AN ITEM FURNISHED BY THE OWNER OR UNDER OTHER DIVISIONS OR CONTRACTS, AND INSTALLED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE AND READY FOR THE INTENDED USE, INCLUDING ALL ITEMS INCIDENTAL TO THE WORK NECESSARY FOR PROPER INSTALLATION AND PERATION. INCLUDE THE INSTALLATION UNDER THE WARRANTY REQUIRED BY THIS DIVISION. ENGINEER: WHERE REFERRED TO IN THIS DIVISION, "ENGINEER" IS THE ENGINEER OF RECORD AND THE DESIGN PROFESSION FOR THE WORK UNDER THIS DIVISION, AND ISA CONSULTANT TO, AND AN AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN THE GENERAL AND/OR SUPPLEMENTARY CONDITIONS. WHEN USED IN THIS DIVISION, IT MEANS INCREASED INVOLVEMENT BY, AND OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY AND OBLIGATIONS TO THE "ARCHITECT". AHJ: THE LOCAL CODE AND/OR INSPECTION AGENCY (AUTHORITY) HAVING JURISDICTION OVER THE WORK. NRTL: NATIONALLY RECOGNIZED TESTING LABORATORY, AS DEFINED AND LISTED BY OSHA IN 29 CFR 1910.7 (E.G., UL, ETL, CSA) AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. THE TERMS "APPROVED EQUAL", "EQUIVALENT', OR "EQUAL", ARE USED SYNONYMOUSLY AND SHALL MEAN "ACCEPTED BY OR ACCEPTABLE TO THE ENGINEER AS EQUIVALENT TO THE ITEM OR MANUFACTURER SPECIFIED". THE TERM "APPROVED" SHALL MEAN LABELED, LISTED, OR BOTH, BY AN NRTL, AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. 16A 1-6 DIMENSION AND LAYOUTS DRAWINGS ARE SCHEMATIIN NATURE, SHOW THE VARIOUS S COMPONENTS OF THE SYSTEMS APPROXIMATELY TO SCALE AND ATTEMPT TO INDICATE HOW THEY WILL BE INTEGRATED WITH OTHER PARTS OF THE WORK. FIGURED DIMENSIONS TAKE PRECEDENCE TO SCALED DIMENSIONS. DETERMINE EXACT LOCATIONS BY JOB MEASUREMENTS, BY CHECKING THE REQUIREMENTS OF OTHER TRADES, AND BY REVIEWING ALL CONTRACT DOCUMENTS, CORRECT ERRORS THAT COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION, AT NO ADDITIONAL COST TO THE OWNER. 16A 1-7 ORDINANCES AND CODES COMPLY, ATA MINIMUM, NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) CODES, STATE AND LOCAL BUILDING CODES, AND ALL OTHER APPLICABLE CODES AND ORDINANCES FOR PERFORMANCE, WORKMANSHIP, EQUIPMENT, AND MATERIALS. ADDITIONALLY, COMPLY WITH RULES AND REGULATIONS OF PUBLIC UTILITIES AND MUNICIPAL DEPARTMENTS AFFECTED BY CONNECTION OF SERVICES. WHERE CONFLICTS BETWEEN VARIOUS CODES, ORDINANCES, RULES, AND REGULATIONS EXIST, COMPLY WITH THE MOST STRINGENT. WHEREVER REQUIREMENTS OF THESE SPECIFICATIONS, DRAWINGS, OR BOTH, EXCEED THOSE OF THE ABOVE ITEMS, THE REQUIREMENTS OF THESE SPECIFICATIONS, DRAWINGS, OR BOTH, SHALL GOVERN CODE COMPLIANCE, AT A MINIMUM, IS MANDATORY. CONSTRUE NOTHING IN THESE CONSTRUCTION DOCUMENTS AS PERMITTING WORK NOT IN COMPLIANCE, AT A MINIMUM, WITH THESECODES. BRING ALL CONFLICTS OBSERVED BETWEEN CODES, ORDINANCES, RULES, REGULATIONS AND THESE DOCUMENTS TO THE ENGINEER'S ATTENTION FOR FINAL RESOLUTION. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY VIOLATION OF THE LAW. PROVIDE AND MAINTAIN ALL NECESSARY SIGNAL LIGHTS AND GUARDS FOR THE SAFETY OF THE PUBLIC. OBTAIN AND PAY FOR ALL PERMITS FOR WORK IN THIS DIVISION. 16A 1-8 MANUFACTURERS IN OTHER ARTICLES WHERE LIST OF MANUFACTURERS ARE INTRODUCED, THE FOLLOWING REQUIREMENTS APPLY TO PRODUCT SELECTION: A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE MANUFACTURERS SPECIFIED. WHERE A LIST IS PROVIDED, MANUFACTURERS ARE LISTED ALPHABETICALLY AND NOT IN ACCORDANCE WITH ANY RANKING OR PREFERENCE. • 16A 1-9 SUBMITTALS ASSEMBLE AND AND SUBMIT TO THE ARCHITECT, FOR ENGINEER'S REVIEW, MANUFACTURERS' PRODUCT LITERATURE FOR MATERIAL AND EQUIPMENT TO BE FURNISHED, INSTALLED, OR WITH, UNDER THIS DIVISION, INCLUDING SHOP DRAWINGS, MANUFACTURERS' PRODUCT DATA AND PERFORMANCE SHEETS, SAMPLES, AND OTHER SUBMITTALS REQUIRED BY THIS DIVISION. PROVIDE THE NUMBER OF SUBMITTALS REQUIRED BY DIVISION 1. BEFORE SUBMITTING, VERIFY THAT ALL MATERIALS AND EQUIPMENT SUBMITTED ARE MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, AND FIT THE AVAILABLE SPACES, AND ALLOW AMPLE AND CODE -REQUIRED ROOM FOR ACCESS AND MAINTENANCE. SUBMITTALS SHALL CONTAIN THE FOLLOWING INFORMATION. SUBMITTALS NOT SO IDENTIFIED WILL BE RETURNED TO THECONTRACTOR WITHOUT ACTION: A. THE PROJECT NAME. B. APPLICABLE SPECIFICATION SECTION AND PARAGRAPH. C. THE SUBMITTAL DATE. D. THE CONTRACTOR'S STAMP, SHICH SHALL CERTIFY THAT THE STAMPED DRAWINGS HAVE BEEN CHECKED BY THE CONTRACTOR, COMPLY WITH THE DRAWINGS AND SPECIFICATIONS, AND HAVE BEEN COORDINATED WITH OTHER TRADES. TRANSMIT SUBMITTALS AS EARLY AS REQUIRED TO SUPPORT THE PROJECT SCHEDULE. ALLOW FOR TWO WEEKS ENGINEER REVIEW TIME, PLUS MAILING TIME, PLUS A DUPLICATION OF THIS TIME FOR RESUBMITTALS, IF REQUIRED. TRANSMIT SUBMITTALS AS SOON AS POSSIBLE AFTER NOTICE TO PROCEED AND BEFORE CONSTRUCTION STARTS. THE ENGINEER'S SUBMITTAL REVIEWS WILL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE OF MEMBERS, OR QUANTITIES OR OMITTING COMPONENTS OR FITTINGS OR COORDINATING ITEMS WITH ACTUAL BUILDING CONDITION. 16A 1-10 ADJUSTING, ALIGNING AND TESTING ADJUST, ALIGN, AND TESTALL ELECTRICAL EQUIPMENT ON THIS PROJECT PROVIDED UNDER THIS DIVISION AND ALL ELECTRICAL EQUIPMENT FURNISHED BY OTHERS FOR INSTALLATION OR WIRING UNDER THIS DIVISION, FOR PROPER OPERATION. TEST ALL SYSTEMS AND EQUIPMENT ACCORDING TO THE REQUIREMENTS IN NETA ATS (LATEST EDITION). MAINTAIN THE FOLLOWING ON THE PROJECT PREMISES AT ALL TIMES: A TRUE RMS READING VOLTMETER, A TRUE RMS READING AMMETER, AND A MEGOHMMETER INSULATION RESISTANCE TESTER. PROVIDE TEST DATA READINGS AS REQUESTED OR AS REQUIRED BY THE ENGINEER. 16A 1-11 OPERATION AND MAINTENANCE INSTRUCTIONS SUBMIT TO THE ARCHITECT, FOR ENGINEER'S REVIEW, COPIES EACH OF OPERATIONS AND MAINTENANCE INSTRUCTION MANUALS, APPROPRIATELY BOUND INTO MANUAL FORM INCLUDING APPROVED COPIES OF THE FOLLOWING, REVISED IF NECESSARY TO SHOW SYSTEM AND EQUIPMENT AS ACTUALLY INSTALLED. PROVIDE THE NUMBER OF SUBMITTALS REQUIRED BY DIVISION 1 AND INCLUDE AT A MINIMUM THE FOLLOWING INFORMATION: A. MANUFACTURERS' CATALOG AND PRODUCT DATE SHEETS B. WIRING DIAGRAMS C. MAINTENANCE INSTRUCTIONS D. OPERATING INSTRUCTIONS E. PARTS LISTS F. TEST REPORTS AS DEFINED IN NETA ATS FOR THE SYSTEMS AND EQUIPMENT PROVIDED AND INSTALLED UNDER THIS CONTRACT. G. NAMES, ADDRESSES, TELEPHONE NUMBERS, AND E-MAIL ADDRESSES OF LOCAL CONTACTS FOR WARRANTY SERVICES AND SPARE PARTS. SUBMIT MANUALS PRIOR TO REQUESTING THE FINAL PUNCH LIST AND BEFORE ANY REQUEST FOR SUBSTANTIAL COMPLETION. ALSO PROVIDE ADEQUATE VERBAL INSTRUCTIONS OF SYSTEM OPERATIONS TO OWNER'S REPRESENTATIVE AT THE COMPLETION OF, AND BEFORE FINAL ACCEPTANCE OF, THE WORK. 16A 1-12 SYSTEM START UP PRIOR TO STARTING UP THE ELECTRICAL SYSTEMS, CHECK ALL COMPONENTS AND DEVICES, LUBRICATE ITEMS ACCORDINGLY, AND TIGHTEN SCREWS AND BOLTS FOR CONNECTORS AND TERMINALS ACCORDING TO MANUFACTURER'S PUBLISHED TORQUE -TIGHTENING VALUES. IF MANUFACTURE'S TORQUE VALUES ARE NOT INDICATED, USE THOSE SPECIFIED IN UL 486A. ADJUST TAPS ON EACH TRANSFORMER FOR RATED SECONDARY VOLTAGE. CHECK AND RECORD BUILDING'S SERVICE ENTRANCE VOLTAGE, GROUNDING CONDITIONS, GROUNDING RESISTANCE, AND PROPER PHASING. BALANCE ALL SINGLE-PHASE LOADS AT EACH PANELBOARD, REDISTRIBUTING BRANCH CIRCUIT CONNECTIONS UNTIL BALANCE IS ACHIEVED. DO NOT TYPE UP FINAL PANELBOARD DIRECTORIES UNTIL ALL RE -BALANCING AND REDISTRIBUTION OF CIRCUITS ARE COMPLETE. REPLACE ALL BURNED -OUT LAMPS AND LAMPS USED FOR TEMPORARY CONSTRUCTION LIGHTING IN PERMANENT LIGHT FIXTURES. AFTER ALL SYSTEMS HAVE BEEN INSPECTED AND ADJUSTED, CONFIRM ALL OPERATION FEATURES REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND MAKE FINAL ADJUSTMENTS AS NECESSARY. 16A 1-13 WARRANTIES WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULTY WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY A LONGER WARRANTY IN THE CONSTRUCTION DOCUMENTS OR MANUFACTURER'S STANDARD WARRANTY EXCEEDS 12 MONTHS. REMEDY ALL DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE GENERAL CONDITIONS AND DIVISION 1. ALSO WARRANT THE FOLLOWING ADDITION ITEMS: A. ALL RACEWAYS ARE FREE FROM OBSTRUCTIONS, HOLES CRUSHING, OR BREAKS OF ANY NATURE. B. ALL RACEWAY SEALS ARE EFFECTIVE C. THE ENTIRE ELECTRICAL SYSTEM IS FREE FROM ALL SHORT CIRCUITS AND UNWANTED OPEN CIRCUITS AND GROUNDS. THE ABOVE WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR REPLACEMENTS WITHOUT ANY ADDITION COST TO THE OWNER. PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER. AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL WARRANTIES, IN WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD, EACH WARRANTY INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THE COMMENCEMENT DATE AND TERM. 16A 2 ELECTRICAL WORK 16A 2-3 CUTTING AND PATCHING FOLLOWING THE REQUIREMENTS IN DIVISION 1, CUT WALLS, FLOORS, CEILINGS, AND OTHER PORTIONS OF THE FACILITY AS REQUIRED TO PERFORM WORK UNDER THIS DIVISION. OBTAIN PERMISSION OF THE ENGINEER, OWNER, OR BOTH, BEFORE DOING ANY CUTTING. CUT ALL HOLES AS SMALL AS POSSIBLE. PATCH WALLS, FLOORS, AND OTHER PORTIONS OF THE FACILITY AS REQUIRED BY WORK UNDER THIS DIVISION. ALL PATCHING SHALL BE THOROUGHLY FIRST CLASS AND SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION, INCLUDING FIRE RATINGS IF APPLICABLE. 16A 2-4 ROUGH -IN COORDINATE WITHOUT DELAY ALL ROUGHING -IN WITH OTHER DIVISION. CONCEAL ALL RACEWAYS EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE INDICATED ON THE DRAWINGS. 16A 2-5 RACEWAYS METALLIC CONDUIT AND TUBING: A. ELECTRICAL METALLIC TUBING AND FITTINGS (EMT): ANSI C80.3, UL 797 B. FLEXIBLE METAL CONDUIT (FMC): ZINC -COATED STEEL, UL 1 C. INTERMEDIATE METAL CONDUIT (IMC): HOT -DIPPED GALVANIZED RIGID STEEL CONDUIT: ANSI C80.6, UL 1242 D. LIQUIDTIGHT FLEXIBLE METAL CONDUIT (LFMC): FLEXIBLE STEEL CONDUIT WITH PVC JACKET: UL 360 E. RIGID METAL CONDUIT (RMC): 1. HOT -DIP GALVANIZED RIGID STEEL CONDUIT (GRS): ANSI C80.1 UL 6 2. RIGID ALUMINUM CONDUIT (RAC): ANSI C80.5, UL6A F. PLASTIC -COATED IMC, RMC, AND FITTINGS: NEMA RN 1, UL LISTED. G. IMC AND RMC FITTINGS: NEMA FB 1+- COMPATIBLE WITH CONDUIT TYPE AND MATERIAL, UL LISTED. NON-METALLIC CONDUIT AND TUBING: A. ELECTRICAL NONMETALLIC TUBING (ENT): NEMA TC13 UL LISTED. B. LIQUIDTIGHT FLEXIBLE NONMETALLIC CONDUIT (LFNC): UL 1660 C. RIGID NONMETALLIC CONDUIT (RNC): SCHEDULE 40 PVC: NEMA TC2, UL 651 D. ENT AND RNC FITTINGS: NEMA TC 3, TC 6+- UL 514, COMPATIBLE WITH CONDUIT/TUBING TYPE AND MATERIAL, UL LISTED. 16A 2-6 RACEWAY INSTALLATION INSTALL ALL CIRCULAR RACEWAYS CONCEALED ABOVE SUSPENDED CEILINGS OR CONCEALED IN WALLS OR FLOORS WHEREVER POSSIBLE EXCEPT WHERE OTHERWISE INDICATED. PROVIDE GRS FOR ALL CONDUITS RUN UNDERGROUND, EXPOSED TO WEATHER, OR EXPOSED TO OTHER HAZARDOUS CONDITIONS. PROVIDE GRS INSTALLED BELOW GRADE WITH CORROSION RESISTANT BONDED -PLASTIC OR APPROVED MASTIC COATING. THIS SHALL INCLUDE THE 90 -DEGREE ELBOW BELOW GRADE AND THE ENTIRE VERTICAL TRANSITION TO ABOVE GRADE. ALL OTHER RACEWAY MAY BE EMT WHERE APPROVED BY LOCAL CODE. USE COMPRESSION TYPE FITTINGS FOR EMT, WITH ALL FITTINGS UL LISTED FOR THE ENVIRONMENT IN WHICH THEY ARE USED. AT CONTRACTOR'S OPTION, PVC CONDUIT MAY BE USED UNDERGROUND WHERE PERMITTED BY LOCAL CODE AND WHERE NOT SPECIFICALLY RESTRICTED BY THESE DOCUMENTS. USE FMC FOR FINAL CONNECTION TO EACH MOTOR AND TRANSFORMER, AND TO ANY DEVICE THAT WOULD OTHERWISE TRANSMIT MOTION, VIBRATION, OR NOISE. WHERE EXPOSED TO LIQUIDS, VAPORS OR SUNLIGHT, USE LFMC. PROVIDE ALL FMC AND LFMC WITH INSULATED GROUND WIRE. INSTALL RACEWAYS PARALLEL TO BUILDING LINES. INSTALL RACEWAYS TO REQUIREMENTS OF STRUCTURE AND TO REQUIREMENTS OF ALL OTHER WORK ON THE PROJECT. INSTALL RACEWAY TO CLEAR ALL OPENINGS, DEPRESSIONS, PIPES, DUCTS, REINFORCING STEEL, AND OTHER IMMOVABLE OBSTACLES. INSTALL RACEWAYS SET IN FORMS FOR CONCRETE STRUCTURE IN SUCH A MANNER THAT INSTALLATION WILL NOT AFFECT THE STRENGTH OF STRUCTURE. EXCEPT WHERE APPROVED IN WRITING BY THE ENGINEER, INSTALL NO RACEWAY IN A SLAB -ON -GRADE. LOCATE RACEWAY BELOW GRANULAR FILL BELOW SLABS -ON -GRADE. INSTALL RACEWAYS CONTINUOUS BETWEEN CONNECTION TO OUTLETS, BOXES AND CABINETS WITH A MINIMUM POSSIBLE NUMBER OF BENDS AND NOT MORE THAN THE EQUIVALENT OF FOUR 90 -DEGREE BENDS BETWEEN CONNECTIONS. USE MANUFACTURED ELBOWS FOR ALL 45- AND 90- DEGREE BENDS, UNLESS APPROVED BY THE ENGINEER IN ADVANCE. MAKE OTHER BENDS SMOOTH AND EVEN AND WITHOUT FLATTENING RACEWAY OR FLAKING GALVANIZED OR ENAMEL. RADII OF BENDS SHALL BE AS LONG AS POSSIBLE AND NEVER SHORTER THAN THE CORRESPONDING TRADE ELBOW. USE LONG RADIUS ELBOWS WHERE NECESSARY, INDICATED, OR BOTH. SECURELY FASTEN RACEWAYS IN PLACE WITH APPROVED STRAPS, HANGERS AND STEEL SUPPORTS AS REQUIRED. ATTACH RACEWAY SUPPORTS TO THE BUILDING STRUCTURE. HANG SINGLE RACEWAYS FOR FEEDERS WITH MALLEABLE SPLIT RING HANGERS WITH ROD AND TURNBUCKLE SUSPENSION FROM INSERTS SPACED NOT OVER 10 FEET APART IN CONSTRUCTION ABOVE. CLAMP GROUPS OF HORIZONTAL FEEDER FACEWAYS TO STEEL CHANNELS THAT ARE SUSPENDED FROM INSERTS SPACED NOT OVER 10 FEET APART IN CONSTRUCTION ABOVE. SECURELY CLAMP VERTICAL FEEDER RACEWAYS TO STRUCTURAL STEEL MEMBERS ATTACHED TO STRUCTURE. INSTALL CABLE CLAMPS FOR SUPPORT OF VERTICAL FEEDERS WHERE REQUIRED. ADD RACEWAY SUPPORTS WITHIN 12 INCHES OF ALL BENDS, ON BOTH SIDES OF THE BENDS. DO NOT SUPPORT RACEWAYS FROM SUSPENDED CEILING COMPONENTS. REAM RACEWAY ENDS, THOROUGHLY CLEAN RACEWAYS BEFORE INSTALLATION, AND KEEP CLEAN AFTER INSTALLATION. PLUG OR COVER OPENINGS AND BOXES AS REQUIRED TO KEEP RACEWAYS CLEAN DURING CONSTRUCTION AND FISH ALL RACEWAYS CLEAR OF OBSTRUCTIONS BEFORE PULLIN CONDUCTORS WIRES. PROVIDE RACEWAYS OF AMPLE SIZE FOR PULLING OF WIRE AND NOT SMALLER THAN CODE REQUIREMENTS AND NOT LESS THAN 1/2 -INCH IN SIZE, UNLESS INDICATED OTHERWISE ON DRAWINGS. PROTECT ALL RACEWAY INSTALLATIONS AGAINST DAMAGE DURING CONSTRUCTION. REPAIR ALL RACEWAYS DAMAGED OR MOVED OUT OF LINE AFTER ROUGHING -IN TO MEET ENGINEER'S APPROVAL WITHOUT ADDITION COST TO THE OWNER. ALIGN AND INSTALL TRUE AND PLUMB ALL RACEWAY TERMINATIONS AT PANELBOARDS, SWITCHBOARDS, MOTOR CONTROL, EQUIPMENT AND JUNCTION BOXES. INSTALL APPROVED EXPANSION/DEFLECTION FITTINGS WHERE RACEWAYS PASS THROUGH OR ACROSS EXPANSION JOINTS. INSTALL A PULL WIRE IN EACH EMPTY RACEWAY THAT IS LEFT FOR INSTALLATION OF CONDUCTORS OR CABLES UNDER OTHER DIVISIONS OR CONTRACTS. USE POLYPROPYLENE OR MONOFILAMENT PLASTIC LINE WITH NOT LESS THAN 200 -LB TENSILE STRENGTH. LEAVE AT LEAST 12 INCHES OF SLACK AT EACH END OF OF PULL WIRE. MAKE ALL JOINTS AND CONNECTIONS IN A MANNER THAT WILL ENSURE MECHANICAL STRENGTH AND ELECTRICAL CONTINUITY. INSTALL CONDUIT -SEALING FITTINGS IN ALL RACEWAYS PASSING FROM NON -HEATED TO HEATED SPACES. 16A 2-7 BUSHINGS AND LOCKNUTS RIGIDLY CLAMP CONDUITS ENTERING SHEET METAL BOXES TO THE BOX WITH A BUSHING AND LOCKNUT ON THE INSIDE AND A LOCKNUT ON THE OUTSIDE. CONDUIT SHALL ENTER THE BOX SQUARELY. PROVIDE BUSHINGS AND LOCKNUTS MADE OF GALVANIZED MALLEABLE IRON WITH SHARP, CLEAN-CUT THREADS. WHERE EMT ENTERS A BOX, PROVIDE APPROVED EMT COMPRESSION CONNECTORS. USE INSULATED AND/OR GROUNDING BUSHINGS WHEREVER CONNECTION IS SUBJECT TO VIBRATION OR MOISTURE, WHEN REQUIRED BY NFPA 70, OR BOTH. 16A 2-8 SUPPORT SYSTEMS STEEL SLOTTED SUPPORT SYSTEMS (SLOTTED CHANNEL): COMPLY WITH MFMA-3, FACTORY -FABRICATED COMPONENTS FOR FIELD ASSEMBLY 12 -GAUGE, 1 -5/8 -INCH BY 1 -5/8 -INCH COPPER B -LINE ERICO INTERNATIONAL CORPORATION, POWER -STRUT, THOMAS BETTS CORPORATION, UNISTRUT. FINISHES: METALLIC COATING: HOT -DIP GALVANIZED AFTER FABRICATION AND APPLIED ACCORDING TO MFMA-3 NONMETALLIC COATINGS: MANUFACTURER'S STANDARD PVC, POLYURETHANE, OR POLYESTER COATING APPLIED ACCORDING TO MFMA-3. PAINTED COATINGS: MANUFACTURER'S STANDARD PAINTED COATING APPLIED ACCORDING TO MFMA-3. STAINLESS STEEL? TYPE 304, PER ASTM A240. ALUMINUM (EXTRUDED)? TYPE 6063-T6, PER ASTM B221 FIELD FABRICATION WHERE FIELD CUTTING OF STANDARD LENGTHS OF CHANNEL ARE REQUIRED, MAKE CUTS STRAIGHT AND PERPENDICULAR TO MANUFACTURED SURFACES. FOR FIELD -CUT OR DAMAGED SURFACES OF COATED CHANNELS, DRESS CUT ENDS, DAMAGED SURFACES, OR BOTH, WITH AN ABRASIVE MATERIAL (E.G. FILE, GRINDING STONE, OR SIMILAR) AND CLEANER TO REMOVE OILS, RUST, SHARP EDGES AND SHARDS. FOR CHANNEL WITH FACTORY -APPLIED COATING, RE -FINISH CUT EDGES EIGHT COATING COMPATIBLE WITH THE FACTORY FINISH AND AS RECOMMENDED BY THE MANUFACTURER (E.G., MANUFACTURER'S TOUCH-UP PAINT OR ZINC -RICH COLD -GALVANIZING COMPOUND, AS APPLICABLE). 16A 2-9 CONDUCTORS PROVIDE COPPER CONDUCTORS, WITH UL LABEL, AND 600V INSULATION. SERVICE LATERAL CONDUCTORS? TYPE THWN OR XHHW WITH STRANDED CONDUCTORS. ALL FEEDER AND BRANCH CIRCUIT CONDUCTORS NO. 8 AWG AND LARGER? STRANDED, TYPE THWN OR XHHW INSULATION. ALL CONDUCTORS, NO 10 AWG AND SMALLER, USED FOR POWER AND LIGHTING CIRCUITS? SOLID COPPER, TYPE THWN (WET OR DAMP LOCATIONS, OR IN CONDUIT BELOW GRADE OR SLAB), TYPE THHN (DRY LOCATIONS ONLY AND ABOVE GRADE) INSULATION, OR DUAL -RATED TYPE THHN/THWN. ALL BRANCH CIRCUIT WIRING NOT SMALLER THAN NO. 12 AWG. IF NO CONDUCTOR SIZE IS INDICATED ON THE DRAWINGS FOR A BRANCH CIRCUIT, PROVIDE NO. 12 AWG CONDUCTORS AND A 20A CIRCUIT BREAKER. CONDUCTORS FIELD -INSTALLED WITHIN FLUORESCENT LIGHT FIXTURE CHANNELS: TYPE THHN. CONTROL WIRING: STRANDED COPPER CONDUCTORS, 600V INSULATION, OF THE PROPER TYPE, SIZE AND NUMBER AS REQUIRED TO ACCOMPLISH SPECIFIED FUNCTION. MINIMUM SIZE : NO. 18 AWG, UNLESS OTHERWISE NOTED. 16A 2-10 WIRING INSTALLATION EXCEPT WHERE SPECIFIED OR INDICATED, FOR LOW -VOLTAGE WIRING, INSTALL ALL WIRING IN APPROVED RACEWAY AND ENCLOSURES. SUPPORT ALL CONDUCTORS AND CABLES IN VERTICAL INSTALLATIONS, AS REQUIRED BY NFPA 70, BY INSTALLING CABLE SUPPORTS OR PLUG -TYPE CONDUIT RISER SUPPORTS, OR WIRE -MESH SAFETY GRIPS. INSTALL ALL CONDUCTORS AND CABLE IN RACEWAYS CONTINUOUS WITHOUT TAPS OR SPLICES. SPLICE OR TAP ONLY IN APPROVED BOXES AND ENCLOSURES WITH APPROVED SOLDERLESS CONNECTORS, OR CRIMP CONNECTORS AND TERMINAL BLOCKS FOR CONTROL WIRING, AND KEEP TO THE MINIMUM REQUIRED. INSULATE ALL SPLICES, TAPS, AND JOINTS AS REQUIRED BY CODES. ALL MATERIAL USED TO TERMINATE, SPLICE, OR TAP CONDUCTORS: DESIGNED FOR, PROPERLY SIZED FOR, AND UL LISTED FOR SPECIFIC APPLICATION AND CONDUCTORS INVOLVED, AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, USING THE MANUFACTURER'S RECOMMENDED TOOLS. WHERE WIRING IS INDICATED AS INSTALLED, BUT THE CONNECTION IS INDICATED "FUTURE" OR "BY OTHER DIVISION, TRADES, OR CONTRACTS", LEAVE A MINIMUM 3 -FOOT "PIGTAIL " AT THE BOX, TAPE THE ENDS OF THE CONDUCTORS, AND COVER THE BOX. THE NUMBER OF THE CONDUCTORS IN A SPECIFIC RACEWAY "HOME RUN" IS INDICATED WITH CROSS LINES (TICK MARKS) ON EACH "CIRCUIT RUN" ON THE DRAWINGS. IN GENERAL, THE DIRECTION OF BRANCH CIRCUIT "HOME RUN" ROUTING IS INDICATED ON THE DRAWINGS COMPLETE WITH CIRCUIT NUMBERS AND PANELBOARD DESIGNATION. CONTINUE ALL SUCH "HOME RUN" WIRING TO THE DESIGNATED PANELBOARD, AS THOUGH "CIRCUIT RUNS" WHERE INDICATED IN THEIR ENTIRETY. WHEN MULTIPLE HOME RUNS ARE COMBINED INTO A SINGLE RACEWAY SUCH THAT THE NUMBER OF CONDUCTORS EXCEEDS FOUR (CONDUCTOR COUNT IS MADE UP OF ANY COMBINATION OF PHASE AND NEUTRAL CONDUCTORS), THE FOLLOWING RESTRICTIONS APPLY, WHICH ARE IN ADDITION TO THOSE IN NFAP 70. NORMAL OR NONESSENTIAL CIRCUITS MAXIMUM OF 16 CONDUCTORS IN A SINGLE RACEWAY, FOR UP TO EIGHT CONDUCTORS IN A RACEWAY, MINIMUM RACEWAY SIZE 3/4 -INCH FOR GREATER THAN EIGHT CONDUCTORS, MINIMUM RACEWAY SIZE: 1 -INCH. DO NOT INSTALL ANY OTHER TYPE OF CIRCUIT IN THIS RACEWAY. THE MINIMUM WIRE SIZE FOR ALL CONDUCTORS IN THIS RACEWAY: NO. 10 AWG. ONLY 15A AND 20A BRANCH CIRCUIT HOMERUNS MAY BE COMBINED INTO ONE RACEWAY. GFCI CIRCUITS DO NOT USE MULTI -CONDUCTOR CIRCUITS, WITH A SHARED NEUTRAL, FOR ANY GFCI CIRCUIT BREAKER OR RECEPTACLE CIRCUIT. FOR BRANCH CIRCUITS FED FROM GFCI CIRCUIT BREAKERS, LIMIT THE ONE-WAY CONDUCTOR LENGTH TO 100 FEET BETWEEN THE PANELBOARD AND THE MOST REMOTE RECEPTACLE OR LOAD ON THE GFCI CIRCUIT. WIRING SHALL HAVE INSULATION OF THE PROPER COLOR TO MATCH COLOR CODE SYSTEM IN THE TABLE BELOW. IN LARGER SIZES, WHERE PROPERLY COLORED INSULATION IS NOT AVAILABLE, USE VINYL PLASTIC ELECTRICAL TAPE OF THE APPROPRIATE COLOR AROUND EACH CONDUCTOR AT LL TERMINATION POINTS, JUNCTION AND PULL BOXES. SYSTEM VOLTAGE CONDUCTOR TYPE 208Y/120 PHASE A PHASE B PHASE C NEUTRAL EQUIPMENT GROUND ISOLATED GROUND 480Y/277 COLOR BLACK RED BLUE WHITE GREEN GREEN W/YELLOWSTRIPE PHASE A PHASE B PHASE C NEUTRAL EQUIPMENT GROUND ISOLATED GROUND BROWN ORANGE YELLOW GREY GREEN GREEN W/YELLOWSTRIPE PROPERLY NUMBER ALL TERMINAL BLOCKS AND WIRE TERMINALS FOR CONTROL WIRING FOR IDENTIFICATION WITH VINYL STICK -ON MARKERS OR EQUIVALENT. PROVIDE AN EQUIPMENT -GROUNDING CONDUCTOR, OR BONDING JUMPER, AS APPLICABLE, IN ALL BRANCH CIRCUITS AND FEEDERS, SIZED IN ACCORDANCE WITH NFPA 70 TABLES 250.66 OR 250.122, AS APPLICABLE, UNLESS INDICATED AS LARGER ON THE DRAWINGS. VOLTAGE DROP IN BRANCH CIRCUITS SHALL NOT EXCEED 2 PERCENT. 16A 2-11 JUNCTION BOXES, PULL BOXES, CABINETS, AND WIREWAYS PROVIDE JUNCTION BOXES, PULL BOXES, CABINETS AND WIREWAYS WHEREVER NECESSARY FOR PROPER INSTALLATION OF VARIOUS ELECTRICAL SYSTEMS ACCORDING TO NFPA 70 AND WHERE INDICATED ON THE DRAWINGS. SIZE AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED BY NFPA 70, WHICHEVER IS LARGER. CONSTRUCTION SHALL BE OF A NEMA DESIGN SUITABLE FOR THE ENVIRONMENT INSTALLED. JUNCTION BOXES INSTALLED BEHIND WALL CASES, AND IN OR ON OTHER STORE FIXTURES, EXCEPT WHERE OTHERWISE SPECIFIED, SHALL BE 4 -INCH SQUARE OR LARGER, WITH GALVANIZED COVERS. 16A 2-12 OUTLET BOXES ALL OUTLETS INCLUDING LIGHT FIXTURE, SWITCH, RECEPTACLE, AND SIMILAR OUTLETS: NATIONAL ELECTRICAL, APPLETON, STEEL CITY, RACO, OR APPROVED EQUAL, GALVANIZED STEEL KNOCKOUT BOXES, SUITABLE IN DESIGN TO THE PURPOSE THEY SERVE AND THE SPACE THEY OCCUPY. SIZE AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED BY NFPA 70, WHICHEVER IS LARGER. SET ALL OUTLET BOXES IN WALLS, COLUMNS, FLOORS, OR CEILINGS SO THEY ARE FLUSH WITH THE FINISHED SURFACE, ACCURATELY SET, AND RIGIDLY SECURED IN POSITION. PROVIDE PLASTER RINGS, EXTENSION RINGS AND/OR MASONRY RINGS AS REQUIRED FOR FLUSH MOUNTING. PROVIDE APPROVED CAST OUTLET BOXES, WITH HUBS AND WEATHERPROOF COVERS, IN ALL AREAS SUBJECT TO DAMP, WET, OR HARSH CONDITIONS. 16A 2-13 OUTLET LOCATIONS COORDINATE LOCATIONS OF OUTLETS BOXES, OUTLETS ARE ONLY APPROXIMATELY LOCATED ON THE SMALL SCALE DRAWINGS. USE GREAT CARE IN THE ACTUAL LOCATION BY CONSULTING THE VARIOUS LARGE SCALE DETAILED DRAWINGS USED BY OTHER DIVISION TRADES, AND BY SECURING DEFINITE LOCATIONS FROM THE ARCHITECT. 16A 2-14 MOUNTING HEIGHTS UNLESS NOTED OTHERWISE, INSTALL WIRING DEVICES AS INDICATED BELOW (NOTE: ALL DIMENSIONS ARE TO THE BOTTOM OF THE OUTLET BOX UNLESS NOTED OTHERWISE): A. RECEPTACLES: BE 1. GENERAL: A. VERTICALLY WITH THE GROUND SLOT MOUNTED AT THE TOP: 16 INCHES ABOVE FINISHED FLOOR. B. HORIZONTALLY , WITH NEUTRAL SLOT MOUNTED AT THE BOTTOM: 16 INCHES ABOVE FINISHED FLOOR. 2. ABOVE COUNTERS: A. FOR 36 -INCH HIGH COUNTER TOPS: 44 INCHES ABOVE FINISHED FLOOR, VERTICALLY. B. FOR 34 -INCH HIGH COUNTER TOPS: 40 INCHES ABOVE FINISHED FLOOR, VERTICALLY. 3. MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS AND JANITORS CLOSETS: 44 INCHES ABOVE FINISHED FLOOR, VERTICALLY. 4. WEATHERPROOF EXTERIOR RECEPTACLES: 24 INCHES ABOVE FINISHED GRADE OR AS INDICATED ON DRAWINGS, VERTICALLY. 5. GFCI RECEPTACLES: SAME AS GENERAL RECEPTACLES. 6. ISOLATED GROUND RECEPTACLES: SAME AS GENERAL RECEPTACLES. 7. TVSS RECEPTACLES: SAME AS GENERAL RECEPTACLES. 8. CONCRETE BLOCK WALLS: DIMENSIONS ABOVE MAY ADJUSTED SLIGHTLY, AS REQUIRED TO COMPENSATE FOR VIABLE JOINT DIMENSIONS, SUCH THAT BOTTOM OR TOP OF BOXES, AS APPLICABLE, ARE AT BLOCK JOINTS. B. SWITCHES: 1. GENERAL: 44 INCHES ABOVE FINISHED FLOOR. 2. ABOVE COUNTERS, SAME AS FOR RECEPTACLES. 3. CONCRETE BLOCK WALLS: 40 INCHES ABOVE FINISHED FLOOR (DIMENSIONS MAY BE ADJUSTED SLIGHTLY, AS REQUIRED TO COMPENSATE FOR VARIABLE JOINT DIMENSIONS, SUCH THAT BOTTOM OF BOXES ARE AT BLOCK JOINTS). C. TELEPHONE/DATA OUTLET BOXES: 1. GENERAL: MATCH MOUNTING HEIGHT OF ADJACENT WIRING DEVICE LISTED ABOVE. 2. WALL -MOUNTED TELEPHONE: 40 INCHES ABOVE FINISHED FLOOR. 16A 2-15 WIRING DEVICES PROVIDE THE FOLLOWING WIRING DEVICES WHERE SHOWN ON DRAWINGS OR REQUIRED. MINOR CHANGES RELATIVE TO THE LOCATION OF ELECTRICAL EQUIPMENT MAY BE MADE TO COMPLY WITH STRUCTURAL AND BUILDING REQUIREMENTS AS DETERMINED IN THE COURSE OF CONSTRUCTION. PROVIDE ALL WIRING DEVICES OF THE SAME MANUFACTURER AND NOT MIXED ON THE PROJECT, TO THE MAXIMUM EXTENT POSSIBLE. PROVIDE THE COLOR OF TOGGLES AND RECEPTACLES AS REQUESTED BY THE ENGINEER. TYPE OF DEVICE SIMPLEX RECEPTACLE DUPLEX RECEPTACLE SINGLE POLE SWITCH THREE-WAY SWITCH HUBBELL HBL 5361 HBL 5362 HBL 1221 HBL 1223 SEYMOUR 5361 5362 PS 20 AC1 PS 20 AC3 16A 2-16 SWITCH AND OUTLET COVER PLATES LEVITON 5361 5362 1221-2 1223-2 DEVICES 5361 5362 1221 2223 SWITCH AND OUTLET PLATES: COLORED, SMOOTH NYLON BY THE SAME MANUFACTURER AS THE WIRING DEVICES, WHEREVER POSSIBLE. VERIFY DESIRED MATERIALS AND COLORS WITH ENGINEER BEFORE INSTALLATION. SWITCH PLATES IN UNFINISHED ROOMS AND SPACES: STAMPED STEEL, CADMIUM PLATED. INSTALL GROUPS OF SWITCHES UNDER ONE FRAMING MEMBERS, OR SUSPENDED FROM CHAIN HANGERS GANGED -PLATE, USUALLY HORIZONTALLY OR, WHERE SUITABLE IN LENGTH TO PROVIDE THE INDICATED MOUNTING REQUIRED BY DETAILS, VERTICALLY. HEIGHT. HANGERS: "HYDEE" HANGER TYPE FOR OUTLET BOX MOUNTING, COMPLETE WITH GROUNDING RECEPTACLE, PLUG, 3 -WIRE CORD AND NECESSARY CHAIN. SET ALL COVER PLATES PLUMB, PARALLEL, AND FINISHED FLUSH WITH THE WALL. 16A 2-18 FIRESTOPPING FLOOR AND WALL PENETRATIONS FIRE-RESISTANT PENETRATION SEALANTS: TWO-PART FOAMED -IN-PLACE, SILICONE SEALANT FORMULATED FOR USE IN THROUGH -PENETRATION FIRE -STOPPING AROUND CABLES, RACEWAYS, AND CABLE TRAY PENETRATIONS THROUGH FIRE -RATED WALLS AND FLOORS. SEALANTS AND ACCESSORIES SHALL HAVE FIRE-RESISTANT RATINGS INDICATED, AS ESTABLISHED BY TESTING IDENTICAL ASSEMBLIES IN ACCORDANCE WITH ASTM E 814, BY UNDERWRITERS' LABORATORIES, INC, OR OTHER NRTL ACCEPTABLE TO AHJ. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: 1. "3M FIRE STOP FOAM 2001," 3M CORP. 2. "METACAULK 835," RECTORSEAL 3. "SPECSEAL PENSIL 200 SILICONE FOAM," SPECIFY TECHNOLOGY INC. 4. "FIRE STOP SYSTEM," UNITED STATES GYPSUM COMPANY. 16A 2-19 EQUIPMENT IDENTIFICATION PROVIDE EQUIPMENT IDENTIFICATION NAMEPLATES ON ALL PANELBOARDS, SWITCHES, AND WHERE INDICATED ON THE DRAWINGS. NAMEPLATES: A. ENGRAVED, CONTRASTING COLOR, THREE -LAYER, LAMINATED PLASTIC INDICATING THE NAME OF THE EQUIPMENT, LOAD, OR CIRCUIT AS DESIGNATED ON THE DRAWINGS AND IN THE SPECIFICATIONS. B. FIELD -APPLIED PERMANENT EPDXY ADHESIVE, COMPATIBLE WITH THE EQUIPMENT FINISH, ATTACHMENT METHOD SHALL BE ACCEPTABLE TO THE MANUFACTURERS OF THE EQUIPMENT TO WHICH THE NAMEPLATES ARE BEING APPLIED. C. COLOR: BLACK BACKGROUND WITH WHITE LETTERS FOR NORMAL POWER: LETTER HEIGHT: 1/2 -INCH MINIMUM. 16A 3 ELECTRICAL SERVICE AND GROUNDING 16A 3-3 GROUNDING GROUND TO BUILDING STEEL. PERMANENTLY AND EFFECTIVELY GROUND AND BOND THE ELECTRICAL INSTALLATION IN A THOROUGH AND EFFICIENT MANNER AND IN CONFORMANCE, AT A MINIMUM, WITH NFPA 70, OR THESE DOCUMENTS, WHERE THEY EXCEED CODE REQUIREMENTS. 16A 4 DISTRIBUTION AND CONTROL EQUIPMENT 16A 4-3 LIGHTING AND APPLIANCE PANELBOARDS PANELBOARDS: SQUARE D TYPE NQOD (FOR 240/208V SERVICE) OR NF (FOR 480V SERVICE) OR APPROVED EQUAL BY SIEMENS, CUTLER HAMMER, OR GENERAL ELECTRIC, AS SCHEDULED ON THE DRAWINGS, COMPLETE WITH COPPER BUSSING AND BOLT -ON THERMAL MAGNETIC, MOLDED CASE CIRCUIT BREAKERS ASSEMBLED IN A DEAD -FRONT FINISHED CABINET CONTAINING A CIRCUIT BREAKER CONTROLS, FULLY -RATED AND WITH THE INTEGRATED SHORT CIRCUIT CURRENT RATINGS INDICATED ON THE DRAWINGS. PLUG-IN TYPE BREAKERS WILL NOT BE ACCEPTABLE. ALL TWO AND THREE POLE BREAKERS: COMMON TRIP TYPE BREAKERS USED AS SWITCHES FOR 120V OR 211V LIGHTING CIRCUITS: APPROVED FOR THE PURPOSE AND MARKED "SWD". BREAKERS USED FOR THE PROTECTION OF HVAC AND REFRIGERATION EQUIPMENT: HACR TYPE. CONTRACTOR SHALL BALANCE PANEL TO WITHIN 10 PERCENT. 16A 4-4 DISCONNECT SWITCHES DISCONNECT SWITCHES: SQUARE D, SIEMENS, CUTLER HAMMER, OR GENERAL ELECTRIC FUSED OR NON-FUSED (AS INDICATED ON DRAWINGS OR REQUIRED) NEMA KSI, HEAVY DUTY, EXTERNALLY OPERATED, VISIBLE -BLADE SAFETY SWITCHES, CLASS R REJECTION FEATURE WHEN APPLICABLE, NEMA ENCLOSURE TYPE INDICATED ON THE DRAWINGS OR SUITABLE FOR THE ENVIRONMENT IN WHICH INSTALLED. PROVIDE SWITCHES WHERE NOT FURNISHED WITH THE STARTING EQUIPMENT, AT ALL OTHER POINTS REQUIRED BY NFPA 70, OR WHERE INDICATED ON THE DRAWINGS. 16A 4-6 FUSES PROVIDE EACH CIRCUIT AND SET OF FUSE CLIPS THROUGHOUT THE WORK WITH BUSSMANN, MERSEN, OR LITTLEFUSE FUSES, SIZES AND TYPES AS REQUIRED OR INDICATED. ALL FUSES LARGER THAN 600A: UL CLASS L, SIMILAR TO TYPE KRP-C BUSSMANN LOW PEAK OR EQUAL. FUSES USED TO PROTECT MOTORS: UL CLASS RK5, BUSSMANN FUSETRON OR EQUAL. ALL FUSED DEVISES SHALL BE LABELED AS TO TYPE AND SIZE OF FUSE REQUIRED. FURNISH THREE SPARE FUSES OF EACH SIZE AND TYPE USED ON THE PROJECT (EXCEPT FOR MAIN SWITCH FUSES, FURNISH ONE SPARE), NEATLY CONTAINED IN A PROPERLY LABELED CABINET. 16A 5 LIGHT FIXTURES, LAMPS AND BALLASTS 16A 5-2 LIGHT FIXTURES REFER TO LIGHT FIXTURE SCHEDULE ON SHEET E1.1 FOR LIGHTING INFORMATION. PROVIDE ALL NECESSARY ACCESSORIES, MATERIAL AND LABOR TO SECURELY HANG, CLEAN, AND MAKE LIGHT FIXTURES COMPLETELY READY FOR USE. LIGHT FIXTURE MODEL NUMBERS SCHEDULED ON THE DRAWINGS SHOW ONLY THE MANUFACTURER, GRADE AND STYLE OF LIGHT FIXTURES REQUIRED. PROVIDE: ALL HANGERS, SUPPORTS, AND MISCELLANEOUS HARDWARE REQUIRED TO INSTALL LIGHT FIXTURES, PROPER TRIM TO FIT EACH CEILING CONDITION ACTUALLY ENCOUNTERED, ADDITIONAL TIE WIRES CONNECTED TO STRUCTURE TO CONFORM TO UBC 25-213 SEISMIC REQUIREMENTS WHERE REQUIRED. SURFACE -MOUNT ALL FLUORESCENT LIGHT FIXTURES LOCATED IN AREAS WITHOUT SUSPENDED CEILINGS UNLESS OTHERWISE INDICATED ON THE DRAWINGS. PROVIDE RIGID METAL SPACERS FINISHED IN WHITE ENAMEL BETWEEN THE TOP OF EACH LIGHT FIXTURE AND THE CEILING ABOVE TO MAINTAIN A 1-1/2 INCH SPACE. SPACERS SHALL BE APPROVED BEFORE INSTALLATION. INSTALL ALL FLUORESCENT LIGHT FIXTURES LOCATED IN AREAS WITHOUT CEILINGS IMMEDIATELY BELOW THE ROOF THROUGH WIRING OF RECESSED LIGHT FIXTURES, IN SUSPENDED CEILING, IS NOT PERMITTED. CONNECT EACH LIGHT FIXTURE BY A WHIP TO A JUNCTION BOX. THE WHIP SHALL BE OF SUFFICIENT LENGTH TO ALLOW THE LIGHT FIXTURE TO BE RELOCATED WITHIN A 6 -FOOT RADIUS. 16A 6 MISCELLANEOUS ELECTRICAL 16A 6-3 TELEPHONE SYSTEM PROVISIONS PROVIDE INCOMING TELEPHONE SERVICE RACEWAYS AS INDICATED ON DRAWINGS ORAS REQUIRED BY THE SERVING TELEPHONE COMPANY. PROVIDE 3/4 -INCH THICK PLYWOOD BOARD, FIRE-RETARDENT-TREATED AND STAMPED FRT, SECURELY ANCHORED TO THE WALL, AT THE LOCATION AND OF THE SIZE INDICATED ON THE DRAWINGS. PROVIDE FLUSH MOUNTED TELEPHONE OUTLET BOXES WITH 3/4 -INCH EMT STUB -UP CONCEALED TO ACCESSIBLE CEILING SPACE AT LOCATIONS AS INDICATED ON THE DRAWINGS. 16A 6-3 TELEPHONE SYSTEM PROVISIONS PROVIDE INCOMING TELEPHONE SERVICE RACEWAYS AS INDICATED ON DRAWINGS OR AS REQUIRED BY THE SERVING TELEPHONE COMPANY. PROVIDE 3/4 -INCH THICK PLYWOOD BOARD, FIRE-RETARDENT-TREATED AND STAMPED FRT, SECURELY ANCHORED TO THE WALL, AT THE LOCATION AND OF THE SIZE INDICATED ON THE DRAWINGS. PROVIDE FLUSH MOUNTED TELEPHONE OUTLET BOXES WITH 3/4 -INCH EMT STUB -UP CONCEALED TO ACCESSIBLE CEILING SPACE AT LOCATIONS AS INDICATED ON THE DRAWINGS. N CV W • r.,. JCnct U Z F— W Z = NQ J 00 > r,< 3' V W W co CORE STATES som 700 W Industrial Drive, Ste. B Rogers, AR 72756 Phone (479) 986-4400 FAX (479) 986-4401 bn o.,o to RECEIVED CITY OF TUKWILA JAN 192017 PERMIT CENTER SEPARATE PERMR,gNp APPROVAL REQUIRED PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT, REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED BY NIELSEN ARCHITECTURE, LLC. H H co W %- o. co w ga z� Tr INN PROJECT NUMBER: 2015-0116 DRAWN BY: APPROVED BY: NOL RMJ ISSUE DATE: 11/30/2016 REVISIONS DESCRIPTION SHEET CONTENTS: SPECIFICATIONS E400 FOAM CUBES /tam T. Burnett & Co, Envirolite, LLC Attention: Quality Control 295 Elm Street Birmingham, MI 48009 2112 Montevideo Road Jessup, MD 20794 Tel: 410-799-1788 Fax: 410-799-8487 June 24, 2014 This letter is to certify that our E1545R3 polyether polyeurthane foam, color R-2050, run 170C produced to WTB number 65748 with your P.O. # 1355, in accordance with your instructions, meets the requirements of California Technical Bulletin 117, Section A, Part I, and Section D, Part CI, for Resilient Cellular Materials. In addition, this foam also meets the bum resistance requirements of Section S4.3 of the Federal Motor Vehicle Safety Standard No. 302. Compliance with FMVSS 302 and CAL. NO. 117 was determined in our laboratories by testing representative samples in accordance with the procedures of these standards. Both California Technical Bulletin No. 117 and Federal Motor Vehicle Safety Standard No. 302 are small-scale procedures for testing the relative flame retardancy of materials and are not intended herein to reflect hazards presented by this shipment of materials or any other material under actual fire conditions. William T. Burnet Co. CERTIFIED TEST REPORT Envirolite, LLC Attention: Quality Control 295 Elm Street Birmingham, MI 48009 TYPE OF FOAM: RUN NUMBER: DATE MANUFACTURED: PURCHASE ORDER No . WTB No.: E1545R3 17OC 6/19/2014 1355 65748 MEM T3RED PROPERTY MINIMUM SPECIFICATION 1.31 20,99 12.0 83.0 150% 1.5 262.5 35,00 156.00 65.00 289.00 TYPE OF TEST DENSITY C: (lbs/ft3) (kg/M3) TENSILE STRENGTH: (psi) (kPa) TENSILE ELONGATION: TEAR STENGTH: (ply.) (N/M) IFD 25% deflection: (lbs/50 (N/323 cm2) IFD 65% deflection: (lbs/50 (N/323 cm2) FLAME TEST CLASSIFICATION CAL 117A+D California Technical Bulletin 117 Test Requirements: • Average Char length: 6 inches, max • Average After -flame: 5 seconds, max • Average After -glow: 15 seconds, max 2112 Montevideo Road Jessup, MD 20794 Tel: 410-799-1788 Fax 410-799-8467 June 24, 2014 TEST RESULTS 1.50 24.03 20.7 142.7 190% 3.2 554.8 45 201 92 411 Color Thickness, in. Char length, in. After -glow, see. After -flame, sec. GY505 0.5 3.5 RESULT = PASS 0 0 *Test Methods: ASTM D3574 -(latest edition) unless otherwise noted. ALL MATERIALS USED IN THE SPACE ARE TO MEET REQUIREMENTS FO THE CURRENT BUILDING CODE AND ANY ADDITIONAL LOCAL REQUIREMENTS. Envirolite's premium, high-quality, foam cubes offer a variety of applications and uses, including: gymnastics facilities, motorcycle, BMX, FMX and skateboard foam pits. Our foam cubes are available hi the fdllowilrm colors; royal blue, orange, red, yellow and charcoal- custom colors available upon special order. ENVIROLITE PROVIDES: Vacuum packed foam to minimize freights costs Quick order turn -around time Competitive. prices o Superb customer. service Ability for special orders Variety of colors and sizes PRODUCT SPECIFICATIONS: Nigh -quality cubes, in 6" and 8" sizes Open -cell polyurethane foam 1.45# density,45 ILO 0 Meets California Technical Bulletin 117 standards *Mailable in royal blue, orange, red, yellow.and charcoal colors o Custom Colors available upon special order CONTACT US, TOLL-FREE AT 1-888-222-2191 or email us at info@envirolite.cam for a quote. "As a longtime gymnastics coach, I've alvvays made safety a top priority for my athletes. Enviroiite's foam products provide optimal cushioning and comfort, enabling my gymnasts to train with confidence. Envirolite `s Pit Foam Cubes are the most durable and consistent product I've seen, in years, which is why I've made it the padding of choice for my athletes." -John Geddert, Head Coach, 2012 U.S. Olympic Women's Gymnastics RUBBER FLOORING . I LA Certificate of Compliance flammability fres The surface 11 bt1�t� characterts (Zones 1, 2, 3, 4 and 5) have been tested were found to meet the requirements of the Please contact me if you have any additional Sincerely, ,/,71.7,..‘-#:,--/ _,,,,,rf '� ������R� z of representative , a les of ECORE.lnternatzttnal s Everlast products epresentatx s mp P byan independent laboratoryper ASTM D 2859. All samples' tested P standard. questions. { -.ei� as.: W-.. ✓...- �..� .y �,. t � .. ,{sf. .1 J'e: . qw w ::.1'" R X'^- r' ^S' 2g5.341 .. .. jj'''' X. ;e�c5� s xs. ...fl.`��.. (` � ...,. ..✓"A�.a/u> 'a?�,.5�,<... w.✓'vh b..#:... .., sTxf..:arR. T ivf,....'c,.ax.�.w,3 '$a.dlxr }<. / . 'f ��@ ��. �� �e�'� � � �Product b an �' .. fi Safety Data Sheet i Everiast Flooring Certificate of Compliance ' r and 4 products have tested Representative samples of Ecc�re International's Everlast (Zones � 3..a is h beenInhalation: P P ( � ) P independent laboratoryper ASTM E648 (Critical Radiant Flux and have been found to exceed the:m.inimum � �Skin standard for floor coverings as described in Section 10.2.7.4 of the NEPA 101 Life Safety Code. Please contact me if you have any additional questions. Sincerely, ,7 ..,_.7,,,,-4-7_,,,,,,, 1. Identification of the product and manufacturer 1.1 Product Name: Ever(ast Basic Rolls & Tiles, Ultra Tiles, Regrind 1.2 Company Details: ECORE International Inc. P.O. Box 989, 715 Fountain Avenue, Lancaster, PA 17601 ' Phone: 717.295.3400 Fax: 717.295.3414 2, Hazard(s) identification These products are non -hazardous 3. Compositon / tnforrrlat:ion can ingredients There are no substances in this product presenting a health or environmental hazard within the meaning of the Chemicals (Hazard. Information & Packaging for Supply) Regulations. �, First aid; measures, .. . no specific measures required contact no specific measures required Eye contact: no specific measures required Ingestion: no specific measures required 5. Fire fighting t'neasu€res 5.1 Suitable extinguishing media: Water spray jet, foam, dry powder, carbon dioxide 5.2. Extinguishing media that. MUST NOT be used: Not applicable 5.3 Speciial .exposure hazard arising from combustion products, resulting gases: carbon monoxide, hydrogen chloride, sulfur oxides, nitrogen oxides, aromatic hydrocarbons, PAH's, particulate matter, ozone, heavy metals. 5.4 Special protecctive equipment for fire fighting: Use respiratory protection independent of recirculated air. S. A::trelease me t.1 PersonalprcautonsNaspemeauresreuired 6.2 Environmental precautions: No special measures required 6.3 Methods for cleaning up: Dispose of according to regulations Tim Trial, Ph. 0. Research and Development Manager ECORE International Tim Trial, Ph. D. Research and Development Manager ECORE International .,.... �w,. 'W .�^ r sw .,y ¢. . �✓.. s.. ( ��+*gg. yy-�� ... 9°' � �<� Ef✓. e.r..r5..k'fT,,a S:_*Gk (4eAe 7. Handling and storage 7.1 General information: No special protective rneaures required 7.2 Handling: Normal safe handling practices must be applied 7.3 Storage: Rolls should be stored horizontally S. Exposure controls / P.P.E. Personal protection equipment: None required . Physical & chemical 9.i,:- 'appeal aiii.eVdUS HHUPueSigiis arm wow s, iridue WRHH UidLi re�.yut:u, r.UUU of IU LA./Witt; UUUti 10. Stability and reactivity 10.1 General information: If stored and handled in accordance with standard industry practices, no hazardous reactions are known 10.2 Hazardous decomposition information: Thermal decomposition in the presence of air may yield hydrogen chloride gas, carbon dioxide and carbon monoxide 11. Toxicoglcal information 11.1 General information: No harmful effects have been reported to date Inhalation: not applicable Skin contact: rio known hazard Eye contact: . not applicable Ingestion: not applicable 12. Ecological information 112.1. Environmental fate and distribution; The floorings have no mobility in soil; are insoluble in water; are not expected to bioaccumulate 12.1 Persistence and degradability: The floorings will not biodegrade 3. Disposal considerations Dispose of in accordance with local and national legislation 14. Transport information The floonngs are not classified as dangerous for transportation 15. Regulatory information The floorings are defined as "not hazardous" in the Chemicals Hazard information and Packaging regulations (CHIPS) l5. dither information Revision comments: Rev. 001 Issued by: WMGraham ,. -.. '. l3ate.1, Mar 14. ECORE International provides a Product Safety Data Sheet (PSDS) for finished floor covering products based on the "article exemption" found in .29 CFR 1910:1200 (b) (6) (v). An article is defined as: "a manufactured item other than a fluid or particle: (i) which is formed to a specific shape or design during. manufacture; (ii) which: has an end use function dependent in whole or in part upon its shape or design end use; and (iii) which under normal conditions of use, does not release more than very small quantities, e,g: minute or trace amounts of a hazardous chemical and doesnot pose a physical hazard or health risk to employees:" RECEIVED Disclaimer Although the above information is presented in good faith and believed to be cols G. EfitJU K W current date, ECORE international gives no guarantee and disclaims responsibility for individual items being incomplete or incorrect. Furthermore, ECORE gwes no guarantee that all possible measures are c• ': `" 9 2017 within the safety data sheet (including exceptional circumstances) PERMIT CENTER , REVIEWED CODE,COMPLIANCE ROVED JULduring UI1 § 2017 , �' i Blx, , L, ` a ar FOR X19 .. �lz7l - , ,.. �+; f </ %. .., .'° S"". k' < s r s "� .t � ` g' .`.'. > 3"', . 4 -{ .ate 6 4 r.a. i.�ii,. .- �:a^n , y ZS. Q,.x."°4 .;;,.f. S� �� :�. ...: '�f. J..+ `"ii �... d., ... 4 � ��+�yy y y. � �y � ,._l «��, ¢ ,. n, ...: $''. e.. �%> ... ,.. '.'�y� r �>'.' s �s. <.#S"'. e. v-.{.'.'}�o t+,.. i. ,..."9!{�..� F" � n / �x�'. e..✓ �'. d > . Y.. a,� .. ..., ✓ S,k .Je ,3...v.. .... L.ffi. x.>s..d ....� .9A i#"^6 _ p.. ...F .. .'��2 .. w .3 �. ..., v.3.....\, 'f-�,.+,. ... • 11555 REGISTERED ARCHITECT ERIC J. NIELSEN STATE OF WASHINGTON 12/09/2016 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED B` ERIC NIELSEN ARCHITECT PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS WATUK 30" X 42" SHEET SHEET CONTENTS: MATERIAL INFO - FOAM CUBES & RUBBER FLOORING X1 0 0 ALL MATERIALS USED IN THE SPACE ARE TO MEET REQUIREMENTS FO THE CURRENT BUILDING CODE AND ANY ADDITIONAL LOCAL REQUIREMENTS. TRAMPOLINE MEMBRANE July 1E3, 2013 DIVERSIFIED TESTING LABORATORIES, INC. WJF LF_7WIDE SERVICE.' 336 WEST FRONT STREET P.O. BOX 4034 BURLINGTON, NORTH CAROLINA 27215 PHONE (336) 227-7710 • FAX (336) 227-1175 www.diversif iedtest:inglabs.com Ms. Cindy Chastain TEN CATE N I COLON 365 South Holland Drive' Pendergrass, GA 305.67 Reference: Laboratory Test Report Lab Identification No; 6941. invoice No. 37628 (Attached) Dear Ms. Chastain.. We Test Per Your Request" --p, One (1) sample, identified as. 24109, was received and tested in ac0ordance with the National Fire Prevention Association. No. 701, "Standard. Methods of Fire Tests for Flame : Propagation of Textiles andFilms, 2010 Edition, (Test 1, Small Scale)"` The results are as fol.;_ows: Specimen Number RsidPal Flare (seconds; 1 2 3. 4 5. 6 f 8 9 10 AVG. a:0 0::>0 0.0 0.0 0.0 0.0 0.0 0..0 0.0 0.0 0.0 Weight. Loss tpe: c'v.nt ) 0.36 0.41 0.18 0.17 0.54 0.24 0.46 0.35:. 0.18 0.09 0.30 The sample su nitted meats. the :minimum requirements of the above Standard. The. average percent weight loss cannot exceed 40'% and the weight loss of individual. specimens cannot exceed Mean value plus three standard deviations The average residual flame cannot exceed 2.0 seconds. If there are ani/ Questions or when we can be of further assistance, please lee us know: Sincerely, o Bobby E. P: ett BEP/ rr Attachment OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENTTO WHOM TH cY ARE ADDRESSED. ANY COMMUNICATION TO OTHERS OA: THE USE OF OUR. COMPANY NAME MUST RECEIVE PRIOR APPROVAL OUR TEST RESULTS APPLY ONLY TO THE SAMPLE TESTED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL PRODUCTS.' SAMPLES NOT DESTROYED IN TESTING ARE RETAINED A MAXIMUM OF THIRTY DAYS: THE LETTERS; REPORTS OFT NAME OF DIVERSIFIED TESTING LABORATORIES; INC.; MAY NOT BE USED IN ADVERTISING TO THE GENERAL PUBLIC.. MATERIAL SAFETY DATA SHEET DO NOT U E THIS PRODUCT UNTIL YOU HAVE READ THIS INFORMATION MSDS Prepared By: TenCate Geosynthetics 365 South Holland Drive Pendergrass, GA 30567 Chemtrec Emergency: 24-hour Phone: Ten. Cate Nicolon Phone: Date Prepared Revised: (800) 424-9300 770 689-2627 May 2007 Section 1: General Information Trade Names and Synonyms: Products: 20409 Chemical Names and Family: Polypropylene woven fabrics Product Use: Truck Cover HMIS Ratings: Health 0, Fire I., Reactivity 0, PPE (see section 6) Ingredient (Chemical Name, CAS#, and. Common Name) Polypropylene resin (9003-07-0) Carbon Black (1333-86-4) y Information OSHA PEL or TWA n/a 3.5 mg/cm TWA. ACGIH TLV Weight % n/a 3.5 mg/cm TWA 97-98% 1-3% Section 3: Hazards Identification/Potential Effects Overview: Based upon pertinent data available, polypropylene cloth products are not hazardous under OSHA Hazard Communication Standard (29 CFR 1.910.120). Routes of Exposure: Inhalation.: Skin contact: Skin absorption: Eye Contact: Not likely, under normal use Yes No Yes Symptoms of Acute Overexposure: Product may contain surface applied process lubricants that may cause skin to dry out. Symptoms of Chronic Overexposure: No known health effects have been observed with normal use. Page 1 of 5 This product may contain ingredients in the fiber lubricant and additives in "De Minimus" quantities, which would be listed in. SARA 31.1./31.3: Acute Health. Hazard, At levels under 0.01% by weight, no "Reportable Quantities" will be reached with typical fabric inventories. The information and recommendations contained in this publication have been compiled from sources believed to be reliable and to represent the best current opinion on the subject at the time of publication. Since we cannot anticipate or control the many different conditions under which this information or our products may be used, we make no guarantee that the recommendations will be adequate for all individuals or situations. Each user of the product described herein should determine the suitability of the described product for his particular purpose and should comply with all federal and state rules and regulations concerning the described products. Page 4 of 5 Medical Conditions Aggravated By Exposure: Persons with preexisting skin disorders may be susceptible to effects of the material. Carcinogenity: See Section 11 Section 4: First Aid Procedures Eye Contact: As with any foreign object, flush with water. If pain or irritation persists, consult physician. Skin Contact: Wash with soap and water. In case of irritation, consult physician. Ingestion: INA. Section 5: Fire and Explosion Hazard Data Flash Point (Method Used): Greater than 300°C Flammable Limits: LEL: N/A UEL: N/A Extinguishing Media: x Water Fog x Carbon. Dioxide x. Regular Foam x Dry Chemical — Other Special Fire Fighting Procedures: Material will not burn unless preheated. Over heated or molten material may burn slowly with dense smoke. As with any fire, wear approved self-contained breathing apparatus. pP Unusual Fire and Explosion Hazards: Not applicable Section 6: Accidental Release Measures No environmental threat is expected from release. Section 7: Handling and Storage. Storage: Store away from oxidizing materials, in cool dry area. Avoid direct sunlight. Handling: No special handling unless Large rolls are used. Use lifting devices as necessary. If product is molten, avoid contact with skin or eyes Section 8: Exposure Controls/ Rolls may be heavy; use lifting devices for moving Personal Protection Ventilation Requirements: Not required for normal use. If process generates dust, use ventilation to keep exposure below exposure limit. Personal Protective Equipment: Eye Protection: Not normally required. Skin Protection: Not normally required. Persons with exposure sensitivity may need suitable gloves. Respiratory Protection: Not required, unless dust generated. Page 2 of 5 Other Clothing and Equipment: Normal work clothing. Section 9: Physical and Chemical Boiling Point: N/A Vapor Pressure (mm .Hg.): N/A Vapor Density (Air =1): N/A Solubility in Water: Not soluble Appearance and Odor: Woven fabric wound on a cardboard core. Specific Gravity (.H20=1): Less than 1 Evaporation Rate (Butyl Acetate ---1): N/A. Melting Point: about 320 degrees F Section 10: Stability and Reactivity Stability: x Stable Unstable Conditions to Avoid: Keep away from sparks or flame Incompatibility (Materials to Avoid): Strong oxidizers. Hazardous Polymerization: x May Occur Will Not Occur Hazardous Decomposition Products (Including Combustion Products): carbon dioxide, carbon monoxide, hydrocarbons, etc. Secon 11: To 1 xicolo ical InforlT ation ti Eye Effects: Not toxic Skin Effects: Not toxic Target Organs: None Carcinogenity: Carbon black is classified as a Group 2B possible human carcinogen. When encapsulated in a plastic matrix, risk of exposure is minimized. Mutagenitive and Reproductive Effects: Not considered to be a hazard. Section 12: Ecological Information Environmental. Data: Not expected to be hazardous to the environment in present form. Section 13: Disposal Considerations Disposal: Spent material should be recycled or disposed according to current regulations RCR.A Hazard Class: Does not contain RCR.A. regulated materials. Section 14: Transport information DOT Classification: Non -hazardous Section 15: Regu atory Information Page 3 of 5 TENCATE Permat on TRAMPOLINE FABRIC 24109/24119 Mechanical Properties Test Method Unit Typical Roll Value MD CD Grab Tensile Stren • th ASTM D4632 lbs 495 435 ASTM 04533 lbs 188 185 =g :1ibl* ITtA Mullen Burst Stren•th ASTM D3786 •si 825 Puncture Stren • th ASTM D4833 lbs 190 Abrasion ASTM 04886. % stren • th retained 95 UV Resistance Tat 5000 hours ASTM G154 (QUV) % strength retained 77 Physical Properties Test Method Unit Typical Value Weight ASTM D5261 oz/yd2 8.1 Thickness ASTM D5'199 mils 19 Fiber Content 100% PP Disclaimer: TenCate assumes no liability for the accuracy or completeness of this information or for the ultimate use by the purchaser. TenCate disclaims any and all express, implied, or statutory standards, warranties or guarantees, including without limitation any implied warranty as to merchantability or fitness for a particular purpose or arising from a course of dealing or usage of trade as to any equipment, materials, or information furnished herewith. This document should not be construed as engineering advice.. Q 2012 TenCate. Geosynthetics North America Permatrane is a registered trademarks of Nicolon Corporation FGS000018 ETQR29 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 2011 City of Tukwila BUILDING DIVISION TIE MCAT E. materials that make a difference br7 z W 0 0 z RECEIVED CITY OF TUKWILA JAN 192017 PERMIT CENTER 11565 REGISTERED ARCHITECT ERIC J. NIELSEN STATE OF WASHINGTON 12/09/2016 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGI- REQUEST FOR THE RELEASE OF REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED ERIC NIELSEN ARCHITECT 1- y Q W • co I Q t 0 W O in 0 Q zct-1 PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS # € DATE DESCRIPTION WATUK 30" X 42" SHEET SHEET CONTENTS: MATERIAL INFO - TRAMPOLINE MEMBRANE X200 ALL MATERIALS USED IN THE SPACE ARE TO MEET REQUIREMENTS FO THE CURRENT BUILDING CODE AND ANY ADDITIONAL LOCAL REQUIREMENTS. NET INFORMATION nn 197572.xls 197572.xls Specifications Content 27% post -consumer recycled polyester * SAFETY DATA SHEET PRODUCT NAME: Bo -Loc 7x5 EFFECTS OF OVEREXPOSURE -Conditions to Avoid: If heat sealing is used to weld fabric together, irritating but non-toxic fumes may be generated causing eye & respiratory tract irritation. 11.3 .± 1.0 oz./lin. yd. 1dg-of flarno ReatstancieMATERIAL CorititeHAZARD RATING: THRESHNi3l.D LIMIT VALUE nfa Repeat. none Backing none € 0 Treatment none ANY INGREDIENT LISTED AS CARCINOGEN YES Standard Care Label W -S. Clean withwater based cleaning agents, foam or pure, water free solvents. Vac= ming or light brushing is recommended to prevent dust and soil buildup. Prepared for Pucuda, Inc. 'FLAMM FLi4lVlMAl31LC 1 Breaking Strength (A.STM'M.l 1)5034) OR POTENTIAL CARCINOGEN NO X Tear (ASTM D2261) 15 l.bfmin. warp and fill ISSUED BY Colorfastness to light (AATCC 16 Option 3) REACTIVITY 0 Grade 4 rain. at 40 hours EMERGENCY FIRST AID PROCEDURES Grade 4 min. dry & Grade 3 min. wet • BO TEXSALES 175 INDUNRIAL 4=EXTREME 3=1 -UGH 2=MODERATE 1=SLIGHT c=INSIGNIFICANT Information on this form is proprietary and is furnished solely for the use of our customers. For Inhalation: Remove to well -ventilated area. Avoid further exposure. Obtain medical attention if irritation persists. For Eyes; Flush with clean water. Obtain medical attention If irritation persists. Fuel Contribution -0 Smoke Density -0 .ROAD HOGANSVrCT,F, GA 30230. DATE OF PREPARATION: 6/3/2013 PREPARED BY: Donna Bowen SECTION 7 - SPILL, LEAK, AND DISPOSAL PROCEDURES REVIEWED FOR This is to certify that the materials described below flame-retardant and inherently nonflammable. SECTION 1 - PRODUCT INFORMATION CODE COMPLIANCE Disposal Method: Dispose as non -hazardous waste in accordance with local regulations. Generally maybe landfilled if not regulated athenalse. 0- Manufacturer's Name: Pucuda, Inc. Address: 590 Main St. JUL 18 2017 City of Tukwila ,._ . ... ADDRESS FORt `` �° 1 BUILDING DIVISION CITY OF TUKWILA bt,, oa RECEIVED JAN 192017 I� ...�- � a City, State, Zip: Deep River CT 06417 Emergency Telephone Number: SECTION 8 - RECO MENDED CONTROL MEASURES �. STATE � 0,�. i T - ' ��„ v Product Classification: Plasticized PVC coated polyester mesh RESPIRATORY PROTECTION For continued exposure to flames generated during heat -sealing, use an Trade Name; Bo -Loc 7x5 air -purifying reusable respirator with appropriate cartridge. Code Identification: 1976 VENTILATION LOCAL EXHAUST Yes - if heat sealing 131 a MECHANICAL(general) Yes - if heat sealing The articles described below are made from a flame -resistant fabric t31' material��>�. ��d and SECTION 2 - HAZARDOUS INGREDIENTS EYE PROTECTION Safety glasses are recommended for all indusfiaf fabrication operations. by State Fire Marshall for Ingredient: none Hazard Qata: n/a OTHER PROTECTIVE EQUIPMENT nia approved the such use. • SECTION 3 - PHYSICAL DATA SECTION 9 - PRECAUTIONS TO BE TAKEN IN HANDLING & STORAGE The Flame Retardant Process Used WILL NOT Be Removed byWashingBolling � � Range ( F) n/a Specific Gravity 1.05Kee � Norman store in a coal, lace. ydry p awe from o en flames; avoid rolonged store€ e over 175°F. * FABRIC MEET S THE REQUIREMENTS OF THE SPECIFICATIONS LIS IED BELOW INDICATED BY 0 Vapor Pressure (mm Hg) <1 @ 25°C. SECTION 10 - OTHER INFORMATION , °P., '/01. 0 Cali'. Mate Fire Marshall , C F ' S -302 est 2 Fl�ammabilZ 2010 I237.1 Flame Resistance Small Seale Test • (T Flammability ( ) CPA1-84 0 CAN/ULC-S109 Percent Volatile by Volume <1 % Vapor Density (Air�1) Heavier than air Evaporation Rate nla Solubility in Water nil • Appearance and Odor flexible plastic woven fabric; mild plasticizer odor WEATHER RESISTANCE Accelerated weather tests have indicated that this material will withstand five to seven years of continuous Florida sunshine with little fading or deterioration and an 80% retentention of original tensile strength. TMS -TM -003 FLAME RESISTANCE Federal Specification L -S -125B, SEC 4.415 (Meets) Federal Standard 191, Method 5903.2 (Vertical) & NFPA 701 Large Scale )1, `Sect. 6 Flammab —>-, 1 mss; �' SECTION 4 - FIRE AND EXPLOSION DATA This product is not manufactured using Class 1 substances as defined in the 1990 Clean Air Act. r Flash Point, COC, °F: }500° BO-TEX SALES BY \ ,, ` ......... TTT , �- .. / Extinguishing Media: Water, CO2, foam, dry STYLE \ rl chemical Special Fire Fighting Procedures: Will not readily burn unless exposed to external flame source. Wear self-contained breathing apparatus as toxic fumes are liberated, CT STONER. ORDER NO. Y OR QU. Y 3,2 Unusual Fire & Explosion Hazards: Major decomposition products are hydrogen chloride, carbon monoxide, dioxide, & hydrocarbons carbon small amounts aromatic aliphatic SECTION 5 REACTIVITY DATA = STABILITY: UNSTABLE Conditions to Avoid: Extreme heat STABLE X INCOMPATIBILITY (materials to avoid): Strong oxidizing agents HAZARDOUS DECOMPOSITION PRODUCTS: HCI; carbon monoxide; carbon dioxide HAZARDOUS MAY OCCUR Conditions to Avoid: n/a POLYMERIZATIO WILL NOT OCCUR X SECTION 6 - HEALTH HAZARD DATA P Page 1 Page 2 NET INFORMATION Avora FR Tempest .:..A: 2120 Fire Retardant Medium stretch silk / JRB silk fabric Specifications Content 27% post -consumer recycled polyester 73% pre -consumer recycled. polyester Weight 11.3 .± 1.0 oz./lin. yd. Width 66" min. useable Repeat. none Backing none Treatment none Cleaning Code Standard Care Label W -S. Clean withwater based cleaning agents, foam or pure, water free solvents. Vac= ming or light brushing is recommended to prevent dust and soil buildup. Performance Breaking Strength (A.STM'M.l 1)5034) 1.80 ibfmin. warp and 160 lbfmin till Tear (ASTM D2261) 15 l.bfmin. warp and fill Colorfastness to light (AATCC 16 Option 3) Grade 4 rain. at 40 hours Colorfastness to crocking (AATCC 8) Grade 4 min. dry & Grade 3 min. wet Flamtnaltility ASTM E84 Class 1 or A / Flame Spread. -5 Fuel Contribution -0 Smoke Density -0 Additional Flame Spread Praperties:UFAC Class 1, NFPA Class A, UBC Class 1 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 2017 City of Tukwila 1 BUILDING DIVISION CITY OF TUKWILA bt,, oa RECEIVED JAN 192017 PERMIT CENTER 0 z 11565 REGISTERED ARCHITECT ERIC J. NIELSEN STATE eF WASHINGTON 12/09/2016 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGHT REQUEST FOR THE RELEASE OR REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED Bl ERIC NIELSEN ARCHITECT 1 y a W g CO • 03 a'- a03 re W 0 Z J k PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS DESCRIPTION WATUK 30" X 42" SHEET SHEET CONTENTS: MATERIAL INFO - BARRIER NETS X300 TUK CENTRAL FILE 2017 2 ALL MATERIALS USED IN THE SPACE ARE TO MEET REQUIREMENTS FO THE CURRENT BUILDING CODE AND ANY ADDITIONAL LOCAL REQUIREMENTS. VINYL FACED PADS MATER. SAFE1=Y DATA SHEET U.S. DEPARTMENT OF LABOR Medical Conditions Aggravated By Exposure: Persons with preexisting skin disorders may be susceptible to effects of the material. SECTION 5. HEALTH HAZARD DATA This product may contain ingredients in the ;fiber lubricant and additives in "De Minimus" quantities, which would be listed in SARA 311/313: Acute Health Hazard. At levels under 0.01% "Reportable OCCUPATIONAL SAFETY HEALTH ADMINISTRATION DO NOT USE THIS PRODUCT UNTIL YOU HAVE READ THIS INFORMATION . .. P .IHEZI;SE1C3TT7 LIMIT VALUE: NOT APPLICABLE LICAi3L11 - ---` by weight, no Quantities" will be reached with typical fabric inventories. MATERIAL SAFETY DATA H,T 1 EFFECTS OF OVEREXPOSURE: NONE (AT USE TEMPERATURES) EMERGENCY AND FIRST AID .PROCEDURES: THESE PRODUCTS HAVE NO SIGNIFICANT TOXIC HAZARD. Carcinogenity: See Section 11 MSDS Prepared By: Chemtrec .Emergency: I'enCate Geosynthetics 24 -holly Phone: (800} 424-9300 HAZARDOUS FUMES ARE PRODUCED BY COMBUSTION OR. HIGH`RTIFITE TEMPERATURE DECOMPOSITION. �+ Section: First Aid Procedures i"y, OF FLA E S ST , Roiling Point: N/A Specific Gravity (H2O=1): Less than 1 Vapor Pressure Hg.): N/A Evaporation Rate Acetate N/A CE The information and recommendations contained in this publication have been compiled from sources believed to be reliable and to represent the best current opinion on the subject at the time of publication. Since we cannot anticipate or IF EXPOSED TO FUMES, FLUSH AFFECTED AREA WITH WATER FOR I5 MINS; Contact: As with foreign object, flush with water. If pain or irritation persists, consult Eye any p physician. Skin Contact: Wash with soapand water. In case of irritation, consult physician.state p y (mm (Butyl -1). i _control Vapor Density (Air 1): N/A Melting about 320 degrees F Solubility in Water: Not soluble Appearance and odor: Woven fabric wound on a cardboard core. the many different conditions under which this information or our products may be used, we make no guarantee that the recommendations will be adequate for all individuals or situations. Each user of the product described herein should determine the suitability of the described product for his particular purpose and should comply with all federal and rules and regulations concerning the described products. S D APP LICAT iOI+l TRADE NAME iSal��t�;l� �Y SEEK MEDICAL A 1"I:ENTION Section 1: General Information ingestion: N/A a rt 1r t talSrANT 'AMUC {' o , Trade Names Synonyms: Products: 20409 SEATTLE TEXTILE COMPANY SECTION 1.1R Section 10: Slability and Reactivity and SEA TES s.atrle W'A 981.34 ,. Stability: Stable Unstable x Chemical Names and Family: Polypropylene woven fabrics Product Use: Truck Cover HMIS Ratings: Health 0, Fire 1, Reactivity 0, PPE (see section 6) :f; Flash Point (Method Used): Greater than 300°C Flammable Limits: LEL: N/A UEL: N/A Extinguishing Media: x Water Fog x Carbon Dioxide Conditions to Avoid: Keep away from sparks or flame Incompatibility (Materials to Avoid): Strong oxidizers. Hazardous x May Occur Not Occur MANUFACTURER'S NAME: EMERGENCY TELEPHONE NO: _ x<_ ,, x Regular Foam. x Dry Chemical Other .Polymerization: _Will Hazardous Decomposition Products (Including Combustion Products): carbon dioxide, carbon SEATTLE TEXTILE COMPANY 206 233-0595 SECTION 6. REACTIVITY DATA Section 2: Hazardous Ingredients/Identity Information Special Fire Fighting Procedures: Material will not burn unless preheated. Over heated or molten monoxide, hydrocarbons, etc. describ l bele have been. name -retardant treated ADDRESS STREET, CITY, STATE AND ZIP CODE) S`I'A BI :, .IT Y: UNSTABLE STABLE CONDITION TO AVOID breathing apparatus. �� This is tc certify that tho materials (NUMBER, 3434 2ND AVE SOUTH, SEATTLE, WA 98134 INCOMPATIBILITY (MATERIALS TO AVOID) NON REACTIVE( or are iahereatly nouflaaax <r abl€) tut Were supplied to. Section 11: Toxicological information Polypropylene resin (9003-07-0) n/a n/a 97-98% HAZARDOUS DECOMPOSITION HYDROGEN CHLORIDE GAS. CO. CO2. Description: n: 6E' 1Soz "FIR" SEA TEX-Matte -- Vinyl Coated Polyest Eye Effects: Not toxic TRADE NAME: TARPAULIN Carbon Black (1333-86-4) 3.5 mg/crit 3.5 mg/cm 1-3%Skin TWA TWA PRODUCTS 6: Accidental Release Measures \.\ P1 A\ G.14()Lr I3 CHEMICAL LAMI.LY: PVC, COATED POLYESTER I DA`I.b PREPARED: JANUARY 01, 2012 HAZARDOUS POLYMERIZATION MAY OCCUR Carcinogenity: Carbon black is classified as a Group 2B human carcinogen. When ALL ,\ 1 14iC BYBEF DRIVE Styr: AS- FR INI] Itt rn #: V1-S"I' 18-061: :X1uf Section 3: Hazards Identification/Potential Effects W1E..I. NOT OCCUR 64701 SOUTH OOVEN, UT 84403 ate, Royal,Lt Blue, Dk Purple, Red, Yellow, Lanae, E'ank, Calor(s): Ora ge,' Green, Brown, Tan, Gray, Black Mutagenitive and Reproductive Effects: Not considered to be a hazard Overview: Based data hazardous Section 7: Handling and Storage SECTION 2. MATERIAL IDE ` TIFICATION & INFORMATION upon pertinent available, polypropylene cloth products are not �C,.ertliacataen 1S taerehy made tlaae: t, a certificathe t� � leen mtIaae fra�iza fl : -r> fst rtt Fabry '7. lE rt Gi d tlxis Section 12: Ecological nformation - .P° COMPONENTS -ClEit►�1ICAL & COMMON NAMES �° CAS NO Routes of Exposure: SECTION SPILL OR. LEAK. PROCEDURES Handling: No special handling unless `large rolls are used. Use lifting devices as necessary. If It tented and ap proved the California State Fire Marshal, egnal to ar each Tit I Seale), NPPA 701- Tea 2 (Large Seale CPAI-3 & NYC MEA Environmental Data: Not expected to be hazardous to the environment in present form. Inhalation: Not likely, under normal use S'E'EP TO BETAKEN IN CASE MATERIAL IS RELEASED OR SPI .ED: NONE product is molten, avoid contact with skin or eyesSS' NEPA 701 -- (silt Section 13: Disposal Considerations POLY ETHYLENE TEREPHTHLATE :18.2 25038-59-9 REINFORCING CLOTH WASTE DISPOSAL METHOD: DISPOSED IN ACCORDANCE WI'1'H LOCAL REGULA'TiONS i'he Flame Retardant'Prrreess Used v1 1 \01 Be Rem.aved y Ei Spent material should be recycled or disposed according to current regulations REVIEWED FOR CODE COMPLIANCE Skin absorption: Na Eye Contact: Yes - Section 8: Exposure Controls/ Rolls may be heavy, use liftinf,, ------ Fur The ` Of `E'ire RCRA Hazard Class: Does not contain. RCRA regulated materials. POLY VINYL CHLORIDE 44.2 9002-86-2 PVC RESIN devices for moving Personal ProtectionSection �Va�i�ing And is Effective c 14: Transport information p DI ISO NONYL PHTHALATE 17.7 117-81-7 PLASTICIZER Symptoms of Acute Overexposure: Product may contain surface applied process lubricants that SEATTLE TEXTlIai Co 1PAI Si n d; ',----... may cause skin to dry out. Symptoms of Chronic Overexposure: No known health effects have been observed with normal Ventilation Requirements: Not required for normal use. If process generates dust, use ventilation to keep exposure below exposure limit. Personal Protective Equipment: DOT Classification: ikon -hazardous . City of Tukwila BUILDING DIVISION Cer23�tati�nSweci�lascm'cc�ttKaczrtisstetctSl�'S'sxtii�Cv<ary use. Eye Protection: Not normally required. Skin Protection: Not normally required. Persons with exposure sensitivity may need � suitable gloves. Respiratory Protection: Not required, unless dust generated Na�cs�t'ip�si3cattsrt+ft`Jameltesia-t�r�ttinist� m —,, R u lat Section 15: Regulatory I � � nformation CALCIU1t CARBONATE 133 1317-65-3 ILL ER Page 2 of 5 Pagesofs CITY OF TUKWILA b ti,, 00 im RECEIVED JAN 1 9 2017 Page 4 of 5 PERMIT CENTER ! BARIUM ZINC ORGANIC COiV1PLEX 1,3 591-65-1 STABILIZER SECTION SPECIAL PROTECTION NFR1trIAT°ICIN `€`iiis�crti�cat€'���tr��e�°: z�ttz�tJ ---.- DIOXIDE 14i-17-7O.I O2 . Coll acs€Plunges%Kta c-At:1.A�9 Ctt'aLFt2Ti i{ ,RE3Gf1i)Y$-S t fA4t'4 tt203i TITANIUM 5.,, RESPIRATORY PROTECTION SPECIFY TYPE): NONE NI VENTILATION: ION LOCAL EXHAUST S PEICAI.: TOTAL 100 __- MECHANICAL (GENERAL) x OTHER: PROTECTIVE GLOVES: NONE EYE PROTECTION: NONE OTHER PROTECTIVE EQUIPMENT: NONE SECTION 3. PHYSICAL DATA BOILING I'O1N!' ( F) NOT APPLICABLE SPECIFIC GRAVITY (E120 = l.) 1.2 - 1 5 SECTION 9, SPECIA.L, PRECAUTIONS VAPOR PRESSURE. (ntmllg) NOT APl'LICABE.E MELTING POINTS NOT APPLICABLE PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING: STORE IN COOL DRY AREA VAPOR DENSITY (AIR =1) NOT APPLICABLE % VOLATILE BY VOLUME NOT APPLICABLE OTHER PRECAUTIONS: KEEP AWAY FROM HEAT FOR PROLONGED PERIODS. SOLUB IN WATER NOT APPLICABLE EVAPORATION RATE NOT AI'I'LICA LILE APPEARANCE AND ODOR: N/A SECTION 4. FIRE AND EXPLOSION HAZARD DATA FLASH POINT: NOT APPLICABLE FL&v1MA:BI,E LIMITS LEL LEI) EXTINGUISHING MEDIA: CO2: DRY CHEMICAL, WATER, POWDER, CARBONIC ACID GAS, FOAM SPECIAL FIRE FIGHTING PROCEDURES: USE SELF CONTAINING BREATHING APPARATUS AND HILL PRO I ECTIVE EQUIPMENT AU, FIRES PRODUCE TOXIC GASES UNUSUAl1 FIR3, ANI) EXPLOSION BAZAR ')S: DECOMPOSITION PRonueTS Nal, HYOROGEN CULORI DF GAS JUMP MATS MATER. SAFE1=Y DATA SHEET Medical Conditions Aggravated By Exposure: Persons with preexisting skin disorders may be susceptible to effects of the material. Other Nothing and Equipment: Normal work clothing. This product may contain ingredients in the ;fiber lubricant and additives in "De Minimus" quantities, which would be listed in SARA 311/313: Acute Health Hazard. At levels under 0.01% "Reportable DO NOT USE THIS PRODUCT UNTIL YOU HAVE READ THIS INFORMATION Section 9: Physical and Chemical by weight, no Quantities" will be reached with typical fabric inventories. Carcinogenity: See Section 11 MSDS Prepared By: Chemtrec .Emergency: I'enCate Geosynthetics 24 -holly Phone: (800} 424-9300 �+ Section: First Aid Procedures , Roiling Point: N/A Specific Gravity (H2O=1): Less than 1 Vapor Pressure Hg.): N/A Evaporation Rate Acetate N/A The information and recommendations contained in this publication have been compiled from sources believed to be reliable and to represent the best current opinion on the subject at the time of publication. Since we cannot anticipate or n Drive l _7 365 South Holland d Onve Ten Cate Nlcolort Phone: (70} 689-2627Eye Pendergrass, GA 30567 Date Prepared May 2007� Reprised: Contact: As with foreign object, flush with water. If pain or irritation persists, consult Eye any p physician. Skin Contact: Wash with soapand water. In case of irritation, consult physician.state p y (mm (Butyl -1). i _control Vapor Density (Air 1): N/A Melting about 320 degrees F Solubility in Water: Not soluble Appearance and odor: Woven fabric wound on a cardboard core. the many different conditions under which this information or our products may be used, we make no guarantee that the recommendations will be adequate for all individuals or situations. Each user of the product described herein should determine the suitability of the described product for his particular purpose and should comply with all federal and rules and regulations concerning the described products. Section 1: General Information ingestion: N/A Trade Names Synonyms: Products: 20409 Section 10: Slability and Reactivity and Section 5: Fire and Explosion Hazard Data Stability: Stable Unstable x Chemical Names and Family: Polypropylene woven fabrics Product Use: Truck Cover HMIS Ratings: Health 0, Fire 1, Reactivity 0, PPE (see section 6) Flash Point (Method Used): Greater than 300°C Flammable Limits: LEL: N/A UEL: N/A Extinguishing Media: x Water Fog x Carbon Dioxide Conditions to Avoid: Keep away from sparks or flame Incompatibility (Materials to Avoid): Strong oxidizers. Hazardous x May Occur Not Occur x Regular Foam. x Dry Chemical Other .Polymerization: _Will Hazardous Decomposition Products (Including Combustion Products): carbon dioxide, carbon Section 2: Hazardous Ingredients/Identity Information Special Fire Fighting Procedures: Material will not burn unless preheated. Over heated or molten monoxide, hydrocarbons, etc. material may bum slowly with dense smoke. As with any fire, wear approved self-contained Ingredient (Chemical Name, CAS#, and Common Name) OSHA PEL or ACCIH TLV weight °" breathing apparatus. TWA Section 11: Toxicological information Polypropylene resin (9003-07-0) n/a n/a 97-98% Unusual Fire and Explosion Hazards: Not applicable Eye Effects: Not toxic Carbon Black (1333-86-4) 3.5 mg/crit 3.5 mg/cm 1-3%Skin TWA TWA 6: Accidental Release Measures Effects: Not toxic Target Organs: None Target No environmental threat is expected from release. Carcinogenity: Carbon black is classified as a Group 2B human carcinogen. When Section 3: Hazards Identification/Potential Effects possible encapsulated in a plastic matrix, risk of exposure is minimized. Mutagenitive and Reproductive Effects: Not considered to be a hazard Overview: Based data hazardous Section 7: Handling and Storage upon pertinent available, polypropylene cloth products are not under OSHA Hazard Communication Standard (29 CFR 1910.120).. Storage: Store away from oxidizing materials, in cool dry area. Avoid direct sunlight. Section 12: Ecological nformation Routes of Exposure: Handling: No special handling unless `large rolls are used. Use lifting devices as necessary. If Environmental Data: Not expected to be hazardous to the environment in present form. Inhalation: Not likely, under normal use product is molten, avoid contact with skin or eyesSS' Section 13: Disposal Considerations Skin contact: YesDisposal: Spent material should be recycled or disposed according to current regulations REVIEWED FOR CODE COMPLIANCE Skin absorption: Na Eye Contact: Yes - Section 8: Exposure Controls/ Rolls may be heavy, use liftinf,, RCRA Hazard Class: Does not contain. RCRA regulated materials. APPROVED devices for moving Personal ProtectionSection 14: Transport information p JUL 18 2017 Symptoms of Acute Overexposure: Product may contain surface applied process lubricants that may cause skin to dry out. Symptoms of Chronic Overexposure: No known health effects have been observed with normal Ventilation Requirements: Not required for normal use. If process generates dust, use ventilation to keep exposure below exposure limit. Personal Protective Equipment: DOT Classification: ikon -hazardous . City of Tukwila BUILDING DIVISION use. Eye Protection: Not normally required. Skin Protection: Not normally required. Persons with exposure sensitivity may need suitable gloves. Respiratory Protection: Not required, unless dust generated R u lat Section 15: Regulatory I � � nformation Page 1 of 5 Page 2 of 5 Pagesofs CITY OF TUKWILA b ti,, 00 im RECEIVED JAN 1 9 2017 Page 4 of 5 PERMIT CENTER 11565 REGISTERED ARCHITECT £RIC J. NIELSEN STATE OF WASHINGTON 12/09/2016 PERTAINING TO ISSUES OF CONFIDENTIALITY AND COPYRIGI- REQUEST FOR THE RELEASE OF REPRODUCTION OF THESE DRAWINGS MUST BE APPROVED I ERIC NIELSEN ARCHITECT 1- y W k 03 re CO f 0. DO W 0 N. ctZ a� m 1I - PROJECT NUMBER: 2015-0116 DRAWN BY: EJN APPROVED BY: EJN ISSUE DATE: 11/30/2016 REVISIONS DESCRIPTION WATUK 30" X 42" SHEET SHEET CONTENTS: MATERIAL INFO - MATS AND WALL PADS X400 ...011111011110