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Permit D16-0066 - SLEEP NUMBER - TENANT IMPROVEMENT
SLEEP NUMBER 17250 SOUTHCENTER PKWY SUITE 100 D16-0066 Parcel No: Address: 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 DEVELOPMENT PERMIT 7888920020 Permit Number: D16-0066 17250 SOUTHCENTER PKWY 100 Project Name: SLEEP NUMBER Issue Date: Permit Expires On: 5/16/2016 11/12/2016 Owner: Name: Address: Contact Person: Name: Address: WIG PROPERTIES LLC -SS 4811 134TH PL SE , BELLEVUE, WI, 98006 VAUN PODLOGAR 319 ELAINES COURT, DODGEVILLE, WI, 53533 Contractor: Name: BURDG DUNHAM/ASSOC CONST CORP Address: PO BOX 157, HAMILTON, MO, 64664 License No: BURDGDC077KQ Lender: Name: SLEEP NUMBER Address: 17250 SOUTHCENTER PKWY SUITE 100 , TUKWILA, WA, 98188 Phone: (608) 407-9080 Phone: (816) 583-2123 Expiration Date: 6/4/2016 DESCRIPTION OF WORK: INTERIOR ALTERATION FOR A NEW STORE. ELECTRICAL, PLUMBING, LIGHTING, PAINT AND CARPET Project Valuation: $230,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Electrical Service Provided by: TUKWILA FIRE SERVICE Fees Collected: $4,452.72 Occupancy per IBC: M Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE 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: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 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: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No I Permit Center Authorized Signature: 1./AL Rf Date: 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 permit and agree to the conditions attached to this permit. Signature: Print Name: 7W/e,t/`— Date: 6 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 an ordinary hazard occupancy with Class A fire hazards is calculated at one 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) 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) 5: Maintain fire extinguisher coverage throughout. 6: 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) 7: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 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) 13: 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) 14: 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) 18: 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) 16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 15: 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). 19: 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. 21: 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. 22: 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) 20: 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) 23: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 24: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 25: 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. 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 28: ***BUILDING PERMIT CONDITIONS*** 29: 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. 30: 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. 31: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 32: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 33: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 34: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 35: 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. 36: 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). 37: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 38: 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. 39: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 4046 SI-EPDXY/EXP CONC 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. -(o(D& Date Application Accepted: Date Application Expires: (For office use only) 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 King Co Assessor's Tax No.: -7g68)? " 002 a Site Address: 131,5.6 d thCeM 19P4vo 5" Suite Number: Floor: /l New Tenant: 0,....Yes ❑ ..No Tenant Name: ,e 144 4J 4 - PROPERTY OWNER Name: AM) J V% Name: uuiC;t • 2 faviij City:170%6v1., c State: WI Zip5%33 Address: it 1.-4_111 pi_ 5•e� Email: jI ind e PetMr( tom City: l j 2�'- Vti6� State: wA Zip' g1 0 CONTACT PERSON - person receiving all project communication Name: AM) J V% Address: %l : No a-( City:170%6v1., c State: WI Zip5%33 Phone: (00S, , 4,01 ef©v'o Fax: eppq ,trel , 30 toi ( Email: jI ind e PetMr( tom GENERAL CONTRACTOR INFORMATION Company Name: Architect Name: -R_,Lp ukuiz_1_A Address: 10161 Vx.E V lau Q City: 'WA, leis State: ivx 0 Zips.5344 Address: Email: baku e ` t4.tLw1 City: State: City: RA WOO- 1 Zip: Phone: Fax: OFax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:Wpplications\Fonm-Applications On Line \201I Applications\Permit Application Revised - B-9-11.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: r itv1' c,G , Architect Name: -R_,Lp ukuiz_1_A Address: 10161 Vx.E V lau Q City: 'WA, leis State: ivx 0 Zips.5344 Phone: i'Z .1 44_ ax: Email: baku e ` t4.tLw1 ENGINEER OF RECORD Name: �1�� >' 4/00 p /I� f7 tJ� Company Name: v lt,FJ�j2,1.4, lg. Engineer Name: �° Address: 00 �Alt 1 Col" At ‘10 Q City: RA WOO- 1 State: m Nj Zip:1 540e Phone: (piz,i`�- 1 `1v7- OFax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: �1�� >' 4/00 p /I� f7 tJ� Address: GDO CityAMedp0%3 State4/ Zip:s3 '42 Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 1,42,9j Existing Building Valuation: $ Describe the scope of work (please provide detailed information): (Ifr8V(01 /fit,—ftdlflo(3 f'i1 P Si -art LU4t., P711 1 (,FCIA4-"- 1 fp&4 ( ftt there be new rack storage?p....Yes D.. 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: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2"x II "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ 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\Permit 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 l' Floor 491p 1r5Il 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage 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: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2"x II "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ 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\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 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 ❑ .. Renton ❑ .. Seattle Septic System: ❑ 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 ❑ .. Insurance 0 .. Easement(s) ❑ .. Geotechnical Report El .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours 0 .. Right-of-way Use - Profit for less than 72 hours 0 ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill cubic yards ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line 1=1.. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public El Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing, to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — 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 OWNER Os:�, . s ED AGENT - Signature: Print Name: \ /40tJ TpL Er Date: c/- mac` Day Telephone: &08 ¥7 .ciP08' Q Mailing Address: f C�L�"t � C t D10>GL1, 1 e vjr 7175 73 City Zip H: Applications\Forms-Applications On Line1201 I Applications sPermit Application Revised - 8-9-I I.docx Revised: August 2011 bh State Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $2,751.93 D16-0066 Address: 17250 SOUTHCENTER PKWY 100 Apn: 7888920020 $2,751.93 DEVELOPMENT $2,621.10 PERMIT FEE R000.322.100.00.00 0.00 $2,616.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $130.83 TECHNOLOGY FEE R000.322.900.04.00 0.00 TOTAL FEES PAID BY RECEIPT: R8474 $130.83 $2,751.93 Date Paid: Monday, May 16, 2016 Paid By: BURDG DUNHAM/ASSOC CONST CORP Pay Method: CHECK 21957 Printed: Monday, May 16, 2016 7:46 AM 1 of 1 YS1LMS Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY PermitTRAK PAID $1,903.30 D16-0066 Address: 17250 SOUTHCENTER PKWY 100 Apn: 7888920020 $1,700.79 DEVELOPMENT $1,700.79 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,700.79 EL16-0221 Address: 17250 SOUTHCENTER PKWY 100 Apn: 7888920020 $107.78 ELECTRICAL $107.78 PLAN CHECK FEE R000.345.832.00.00 0.00 $107.78 M16-0039 Address: 17250 SOUTHCENTER PKWY 100 Apn: 7888920020 $59.85 MECHANICAL $59.85 PLAN CHECK FEE R000.322.102.00.00 0.00 $59.85 PG16-0032 Address: 17250 SOUTHCENTER PKWY 100 Apn: 7888920020 $34.88 PLUMBING $34.88 PLAN CHECK FEE R000.322.103.00.00 TOTAL FEES PAID BY RECEIPT: R7895 0.00 $34.88 $1,903.30 Date Paid: Monday, March 14, 2016 Paid By: STATE PERMITS INC Pay Method: CHECK 23571 Printed: Monday, March 14, 2016 10:58 AM 1 of 1 WSYSTEMS �_IDKPECTION NO. INSPECTION RECORD Retain a copy with permit t f6 k PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro e tzio # i1// Type tnisizycLito n: (t (rt(lAd ress: �� zoo jod-tt-C-fr Prk J Date Called � opAi(DateWantedSpecial Instructions: a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: c� p( r Actvdecuttre Inspector: Datg REINSPE TION 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 TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Project: 1/1/ Type Inspection: c� 1 e Address: S4�cfr� fdcwit Date Calle1 d: v- o0 Special Instructions:ate e Wanted: (r(7..(6 r .� a. p. Re 010 Phone No: Approved per applicable codes. Corrections required prior to approval. ;OMMENTS: Inspector: `'`> Dater—r7 -16 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Callto schedule reinspection. tc-o ce INSPECTION NO. INSPECTION RECORD Retain a copy with permit D (6--cc6g PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro11t: , ` ?T/2 Type t" (gC ion: l��f. 9 Address: 17Z -.5o 5 -kms fry ` it ateailed:(` PO Special Instructions: y� 1944 " Date ante ._1(6 �� a.m. p.m. Requester: Phone No: Approved per applicable codes. El 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. Pf & -06 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proje t: _ fe. Type of�lynsp - (ion: Address: ���5`��-(�% 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 PO -006,6 Pr ct: Type of Irlspec n: SI — t(iox Y Address: I7m �j�,(,��Date cf /r _ Called: Special Instructions: So G -`OLde"L Q- 1 ate Wante • ,_ (� 2 f 30 G. p.m. Requester: Phone No: _ g ;-2tL{ 0(W Approved per applicable codes. L� Corrections required prior to approval. OMMENTS: Inspector: er:c_ Date: 4 /0 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Fc/ INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Prcc t: Type of Inspection: riz.6,4 (43 Address: 177 o/ P D e Called: ' Special Instructions: _.1tA [,-,,© V- it: ` G( ( Date)Nant : �� b a.m. p.m. Requester: Phone No: 0 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Inspector: n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. r PECTION NO. CITY OF TUKWILA BUILDING DIVI 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD Retain a copy with permit P16-6064 PERMIT NO. P ject: T Type of Inspection: ie __cow Date aIle O - Adtl�es� 30 kcfr rt `` vvJJVv Special Instructions: P Date Wanted: .5"--- —t £ a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. OMMENTS: Inspector: Date; f- /6 - REINSPECTION REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit J oat /o6 -//$ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: -e P 1J t,M"t0- r- Type of Inspection: d S' p 71st/ ,°.- Address: )--7.s-0 :„ ( , 91 Suite #•, /p( Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: 4,/0/ f9 Hrs.: ,4),AL - 0. i'Mv jCt, t 4 j/ sfi` @. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ilitk( s..-? r Date: 4,/0/ f9 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 F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Tye SJ I-etD Olio^A--- (r of Inspection: c r e Cr (N.4----- Address: 1 7a- so SC._. PK_( -7 Suite #: J00 Contact Person: Special Instructions: Phone No.: )(--Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: , L) -- _ Date: //2e//6 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 F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 3 fc---‘ 44,...4._ 4e e---- Type of Inspection: .,/.v ve e,____ / 0 Address:Contact Suite#: / 7J Z ''C ;4{t i Person: 7 Special Instructions: Permits: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ---kid-o S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: , Inspector:."7f 3 Date: h///( Hrs.: 2 . 0 $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 F.P. 113 I INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: e C ) (�0 i F � Type of Inspection: Address: i Suite #: %7Z�l r/A DI t ,�wLI Contact Person: Special Instructions: Permits: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: -- /9/_710 A/ Needs Shift Inspection: Sprinklers: ya S Fire Alarm: A� 77, Hood & Duct: r/A Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:,�,5 Date: j47:47/( Hrs.: f/ $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 F.P. 113 Interior Lighting Summary - Space -By -Space 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 LTG -INT -SPACE Revised Jan 2014 Project Address Date 2/22/2016 Lighting Alterations, Renovations & Building Additions 0 Less than 60% 0 60% or more 0 Stand alone 0 Addition Notes: a. Lighting fixtures in a building addition may comply as a stand alone project, or they maybe combined with the overall existing bldg lighting to demonstrate compliance. Refer to C101.4.3. b. For retrofits and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting table. If a builidng addition will comply as combined with the overall existing builidng, include all applicable existing Space Types and gross interior areas. c. Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d. If less than 60% of existing fixtures will be replaced, provide total existing lighting wattage (prior to retrofit) in the space provided in the Maximum Allowed Lighting table. For Building Department Use Watts/ Fixture r --• -- 31 29 Maximum Allowed Lighting Wattage Location (plan #, room #) Space Type* Allowed Watts per ft2 Gross Interior Area in ft2 Watts Allowed (watts/ft2 x area) 1 Sales area 1.68 2079 3493 2 Corridor/transition 0.66 101 67 3 Restroom 0.98 112 110 4 Storage 0.63 230 145 Atrium** Enter Height: i H 26 II 3 Existing Lighting Enter Exist. Watts: 29 87 II MAY 0 Retail Display Allowance from LTG -INT -DISPLAY 1080 * Select Table C405.5.2(2) category from drop down menu. ** For atriums, indicate height. Allowed wattage for first 40 feet is 0.03 W/ft. ht., above 40 feet is 0.02 W/ft. ht. Proposed Lighting Wattage Total Area Allowed Watts 2522 4894 Location (plan #, room #) Fixture Description*** Number of Fixtures Watts/ Fixture Watts Proposed 1B- 31 29 899 1CF_ 15 33 495 RF\/IFS 1 FOR I 10 33 330 rrInc (�Qti�;:" JANICC , 1 1080 1080 it ''.�.A FriZIA E _CE!VF! CITY OF TUKWILA H 26 II 3 29 87 II MAY 0 2016 I MAR 14 2016 3 B 2 29 58 i . City c!' 1 t ^ :'i! PERMIT CI LATER 4 150 600 t . �� D :LC:N'y ti�ii�ighting from LTG -INT -DISPLAY 1080 Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watt 4629 *** Include existing to remain lighting fixtures and exempt lighting equipment per notes below. Notes: 1. Include ALL proposed lighting fixtures. 2. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 3. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. For One voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices of the transformer. For low voltage track lighting list the transformer rated wattage. 4. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixtw-e blank: - 5. Document existing to remain fixtures in Proposed Lighting table in the same manner as new fixtuni Ide,ifify a Lexi �t•in fixture description. 6. If #NA appears in Retail Display cells, information on LTG -INT -DISPLAY is incomplete. ItY )l i � r;* 0 • �Xr-iat4v. Interior Ligating Power Allowance OMPLIES b [Fr OO' Interior Display Lighting - Space -by -Space LTG -INT -DISPLAY 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address Date 2/22/2016 Number of Fixtures For Building Department Use Watts Proposed Applicant Name: Maximum Allowed Display Lighting Wattage Location (plan #, room #) , .• Retail Display Area Type* Allowed Watts per ft2 ** Gross Interior Area in ft2 Watts Allowed (watts/ft2 x area) Retail 3: Furniture, clothing, cosmetics, artwork 1.40 2079 2911 * Only retail sales areas that meet the requirements defined in Table C405.5.2(2) footnote A may be entered here. Select retail sales areas form drop down menu. ** Wattages per Table C405.5.2(2) footnote A. ++ Display light allowance per footnote A calculation. Total Area Area Watts 2079 2911 Display Lighting Base Allowance ++ Total Display Allowance 500 3411 Proposed Display Lighting Wattage Only separately controlled display fixtures independent of general area lighting per Table C405.5.2(2) footnote A may be entered here. Display Area* Location (plan #, room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Retail 3 1 A/T - VIA CURRENT LIMITERS 1 1080 1080 * Select retail sales display area from drop down menu. DISPLAY WATTAGE ALLOWED - AS PROPOSED Proposed Display Lighting Totals Total Proposed Watts 1080 Retail 1 Retail 2 Retail 3 Retail 4 1080 Notes: 1. For proposed Display Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting-PPStihe transformer rated wattage. 3. List all display fixtures. r 4/ 4 a• ; 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Mechanical Summary "112 Washin ton State Ener Code Compliance Forms for Commercial Group R1 and > 3 story R2 and R3 MECH-SUM Revised June 2013 Project Info F I ExsfijA, - Project Address Select Comfort Date 6/3/2013 Southcenter Square, suite 100 For Building Dept. STEliv Use Tukwila, WA 98188 Applicant Name: Applicant Address: Applicant Phone: .Y`0 • II Project Briefly describe system type Description mechanical and features. Plans -�.�► 'o,. Drawings must contain notes requiring compliance with commissioning pro ':I z ��- , • .i REGIS ci ,.:. i 14 07,,,:-'* 31:1/4 �' F 1 C408 Includes Compliance Option 0 Simple System 0 Complex System 0 Systems Analysis Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Equip Type Brand Name' Model No.1 Capacity2 Btu/h OSA CFM or Econo? SEER or EER IPLV3 Econmizer Option or Exceptions Heat Recovery Y/N RTU -1 RTU York D8CG060 5200 EXISTING EXISTING EXISTING EXISTING N RTU -2 RTU York D8CG060 5200 EXISTING EXISTING EXISTING EXISTING N Heating Equipment Schedule Equip. ID Equip Type Brand Name' Model No.1 Capacity2 Btu/h OSA cfm or Econo? Input Btuh Output Btuh Efficiency4 Heat Recovery Y/N RTU -1 RTU York D8CG060 100000 EXISTING 100000 80000 EXISTING N RTU -2 RTU York D8cG060 100000 EXISTING 100000 80000 EXISTING N Fan Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' CFM Location of Service . P1 R,-W C1iFI. 44:ntrol I CODE COMPLIANCE i APPROVED I MAY 0520161. 1. Service Water Heating Equipment Schedule I Equip. ID Equip Type Brand Name' Model No.1 Input Capacity b- f Ca `psi ;j / Q rljiCwda I DAG c�I\/IC‘(Ic�tion of Service hECEIVED CITY OF TUKWILA MAR 14 2016 1 If available. 2 As tested according to Table C403.2.3(1)A thru C403.2.3(8). 3 If required. 4 COP, HSPF, Comb t'oon Ef®ciiieenncyor AFUE, as applicable. 5 Flow control types: Variable air volume (VAV), constant volume (CV), or variable speed (VS). 6 Econ �p' io�i,o Mdchanical Permit Plans Checklist - Page 1..of 3 MECH-CHK 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June 2013 Project Address Select Comfort Date 6/3/2013 The following information is necessary to check a mechanical permit application for commercial provision compliance with the 2012 WSEC. NOTE: Define print area in Excel prior to printing MECH-CHK pages. Applicability (yes,no,na) Code Section Code Provision Information Required Location on Plans Building Department Notes GENERAL PROVISIONS Equipment Sizing & Performance YESChapter C403.2.1 Load calculations . Load calculations performed per ASHRAE Std 183 or equivalent per 3 YES C403.2.2 Equipment and system sizing Output capacity of heating and cooling equipment and systems do not exceed calculated loads, note exceptions taken YESventilation C403.2.5 Minimum ventilation Ventilation (natural or mechanical) provided per IMC; indicate mechanical is capable of being reduced to minimum requirement per IMC YES C403.2.3 & C403.2.3.2 &efficiency C403.2.12.1 Equipment minimum Provide equipment schedules or complete MECH-SUM tables with type, capacity, efficiency, test standard (or other efficiency source) for all mechanical equipment NO C403.2.13 Electric motor efficiency Provide equipment schedule with hp, rpm, efficiency for all motors; note except. NO C403.2.10 Fan power limitation Fan system motor hp or bhp does not exceed limits per Table C403.2.10.1(1) YES C403.2.10.3 & C403.2.13 Fractional hp fan motors Indicate fan motors 1/12 to 1 hp are ECM type or meet minimum efficiency req. NA C403.2.3 Maximum air cooled chiller capacity Indicate air-cooled chiller capacity does not exceed air-cooled chiller limit NA 040321 .. Non-standard water-cooled chillers Full -load and NPLV values for water-cooled centrifugal chiller adjusted for non-standard operational conditions NA 0403.2.12.1.2 Centrifugal fan cooling towers Large capacity cooling towers with centrifugal fan(s) meet efficiency requirements for axial fan open circuit cooling towers NA C403.2.3 heaters Forced air furnace and unit Indicate intermittent ignition or IID, flue/draft damper & jacket loss NA C403.2.3.3 Packaged electric heatinq/cooling equipment List equipment required to be heat pumps on schedule NA C403.2.3.4 Humidification Indicate method of humidification (note requirements for systems with economizer) HVAC System Controls & Criteria YES C403.2.4.1 Thermostatic controls Indicate locations of thermostatic control zones on plans, including perimeter systems NA C403.2.4.1.1 Heat pump supplementary heat Indicate staged heating (compression/supplemental) & outdoor lock -out temp YEScooling C403.2.4.2 Setpoint overlap (deadband) Indicate 5°F deadband minimum for systems controlling both heating & YES 0403.2.4.3 Automatic setback and shutdown Indicate zone t -stat controls with required automatic setback & manual override YESconditions C403.2.4.3.3 Automatic (optimum) start Indicate system controls that adjust equip start time to match load YES C402.4.5.2 & C403.2.4.4 Dampers Indicate location of OSA, exhaust, relief and return air dampers; include AMCA rated leakage and control type (motorized or gravity; note exceptions NA C403.2.11 Heating outside a building Indicate radiant heat system and occupancy controls NA C403.2.4.5 Snow melt systems Indicate shut-off controls based on outdoor conditions YES C403.2.4.6 Combustion heating equipment Indicate modulating or staged control NA C403.2.4.7 Group R1 hotel/motel systems Indicate method for guest room automatic setback & set-up of 5°F minimum NA C403.2.4.8 / g Group R2/R3 dwelling unit systems Indicate 5-2 programmable thermostats in primary spaces with minimum of two setback periods; note exceptions taken NA 0403.2.5.1 ventilation Demand controlled Indicate high -occupancy spaces and systems requiring DCV NAalternate C403.2.5.2 Occupancy sensors Indicate spaces requiring occupancy -based system control and. method; or means provided to automatically reduce OSA when partially NA C403.2.5.3 Enclosed loading dock/parking garage ventilation Indicate enclosed loading dock and enclosed parking garage ventilation system activation and control method NA C403.2.5.4.1 Kitchen exhaust hoods Indicate kitchen hoods requiring make-up air, indicate make-up air source and conditioning method NA C403.2.5.4.2 Laboratory exhaust systems Indicate lab exhaust systems requiring heat recovery, method & efficiency; or alternative method taken (VAV, semi -conditioned makeup, or CERM calculation) NA 0403.2.6.1 Energy recovery - ventilation systems Indicate ventilation systems requiring ER, method & efficiency; note exceptions NA C403.2.6.2 Energy recovery - condensate systems Indicate on-site steam heating systems requiring energy recovery C403.2.6.3 Energy recovery - condenser systems Indicate remote refrig. condensers requiring ER and use of captured energy Mechanical Permit Plans Checklist - Page 2 of 3 2012 Washington State Energy Code Corn MECH-CHK Commercial, Group R1, and > 3 story R2 and R3 Revised June 2013 Project Address Select Comfort Date 6/3/2013 The following information is necessary to check a mechan cal permit application for commercial provision compliance with the 2012 WSEC. NOTE: Define print area in Excel prior to printing MECH-CHK pages. Applicability (yes,no,na) Code Section Code Provision Information Required Location on Plans Building Department Notes GENERAL PROVISIONS, CONTINUED HVAC System Controls & Criteria, Continued NA 0403.2.12 Variable flow control - fans/pumps Indicate fan & pump motors requiring VF control & method (VSD or equiv controls) NA 0403.2.12.1 Variable flow control - cooling towers Indicate cooling tower fans requiring variable flow control and method NAcooling C403.2.12.2 Large volume fan systems Indicate fan. systems requiring airflow reduction based on heating and demand; or exception taken NO 0403.2.12.2 Single zone AC systems Indicate method of cooling demand -based fan control for sys. > 110,000 btuh NO C403.2.4.10 DDC system capabilities Identify all DDC system input/output control points and indicate capability for trending and demand response setcoint adiustment Ducting Systems YES C403.2.7.1 & C403.2.7.3 Duct construction Indicate all ductwork constructed and sealed per IMC, C402 leakage requirements and IBC vapor retarder requirements YES C403.2.7.3.1,: uct pressure classifications Identify location of low, medium and high pressure ductwork on plans NAtest C403.2.7.3.3 High pressure duct leakage . Indicate high pressure duct leakage testing requirements on plans; provide test results to jurisdiction when completed YES C403.2.7.1 / 2 Duct insulation Indicate R -value of insulation on ductwork Piping Systems YES C403.2.8 Piping insulation Indicate R -value of insulation on piping YES C403.2.8.1 Piping insulation exposed to weather Indicate method of protection from damage/degredation SIMPLE SYSTEMS Qualifying Systems YES C403.3 Qualifying single zone systems Verify unitary or packaged equipment does not exceed capacity limits, does not have active humidifcation or simultaneous heating/cooling NA C403.3 Qualifying 2 -pipe heating systems Verify 2 -pipe heating -only system does not exceed capacity limits NA C403.3.2 Hydronic system controls Refer to Complex Systems Section C403.4.3 Simple System Economizers YES C403.3.1 Air economizer required Indicate cooling systems requiring economizer controls; note in equip sched. YES C403.3.1.1.1 Air economizer capacity Indicate modulating OSA control capability up to 100% OSA, or exception YES 0403.3.1.1.3 Air economizer high limit controls Indicate high limit shut-off control method per Table C403.3.1.1.3(2) NA 0403.1.1.2 Integrated air economizer operation Indicate capability for partial air economizer operation for systems with capacity > 65,000 btuh NA C403.3.1 Air economizer exceptions Indicate eligible exception(s) taken and provisions to comply with exceotion(s) COMPLEX SYSTEMS Complex System Economizers NAsched. C403.4.1 Air economizer required Indicate cooling systems requiring economizer controls; note in equip NA 0403.4.1.4 Economizer heating system impact - Verify control method of HVAC systems with economizers does not increase building heating energy usage during normal operation NA C403.4.1.3 Integrated economizer operation Indicate capability for partial economizer operation for air or water econo systems NA Moved Water economizer capacity Indicate water econo capable of 100% cooling capacity at 50°F db/45°F wb OSA NA C403.4.1.2 Water economizer maximum pressure drop Indicate precooling coils and heat exchangers do not exceed pressure drop limit NA C403.3.1 Air economizer exceptions Indicate eligible exception(s) taken and provisions to comply with exceotion(s) Mechanical Permit Plans Checklist - Page 3 of 3 MECH-CHK 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June 2013 Project Address Select Comfort Date 6/3/2013 The following information is necessary to check a mechanical permit application for commercial provision compliance with the 2012 WSEC. NOTE: Define print area in Excel prior to printing MECH-CHK pages. Applicability (yes,no,na) Code Section Code Provision Information Required Location on Plans Building Department Notes COMPLEX SYSTEMS, CONTINUED Specific System Requirements NA C403.4.2 2.12 & C403.2.1 Variable flow control - fans Indicate fans requiring variable flow control and method NA C403.4.2.1 VAV fan static pressure sensors Indicate sensor locations on plans; include at least one sensor per major duct branch NA C403.4.2.2 VAV fan static pressure setpoint Indicate fan system static pressure setpoint based on zone requiring most pressure NA C403.4.5 VAV systems serving multi- _ zones Indicate supply air systems serving multiple zones that are required to be VAV, method of primary air control, and zones served; note exceptions taken NA C403.4.5.4 VAV system supply air reset Indicate controls that automatically reset supply air temp in response to loads NA C403.4 Large capacity cooling systems Indicate method of multi -stage or variable control for building cooling system capacity > 300 tons NA C403.4.7 Hot gas bypass limitation Indicate cooling equipment unloading or capacity modulation method NA C403.4.3 Large capacity boiler systems Indicate multi -stage or modulating bumer for single boilers > 500,000 btuh NA C403.4.3 Boiler sequencing Indicate automatic controls that sequence operation of multiple boilers NA C403.4.3.5 Chiller / boiler plant pump isolation Indicate capability to automatically reduce overall plant flow and shut-off flow through chillers & boilers when not in use NA C403.4.2 & C403.4.3.6 Variable flow control - pumps Indicate pumps requiring variable flow control & method NA C403.2.12.1 & 0403.4.4 Var cooling towers flow control - cooling Indicate cooling tower fans requiring variable flow control and method NA C403.4.3.4 Hydronic system part load controls reset supply water temp AND reduce flow by >_ 50% for systems > 300,000 NA 0403.4.3.2 Two -pipe changeover systems Indicate deadband, heating/cooling mode scheduling and changeover temperature range NA 0403.4.3:3.1 Water loop heat pump - deadband Indicate capability of central equipment to provide min. 20°F water supply temp deadband between heat rejection and heat addition modes NA 0403.4.3.3 Water loop heat pump - heat rejection Provide heat exchanger that separates cooling tower and heat pump loop in Climate Zone 5 NA C403.4.3.3.3 Water loop heat pump - isolation Indicate 2 -way isolation valve on each heat pump and variable flow control for systems with total pump power> 10 hp NA 0403.4.6 recovery Condenser water heat Indicate system provided to pre -heat service water and efficiency NA 0403.5 Cooler / freezer - anti -sweat heaters Indicate w/sf & control method for walk-in cooler/freezer door anti -sweat heaters NA C403.5 / 6 Cooler / freezer - evaporator and condenser fans Indicate motor type for evaporator and condenser fans < 1 hp SERVICE WATER HEATING Service Water Systems NA 0404.2 Water -heating equip min. efficiency Provide equipment schedule or complete MECH-SUM table with type, capacity, efficiency, test standard (or other efficiency source) NA C404.3 Temperature controls Indicate temperature controls have required setpoint capability NA 0404.4 Heat traps Indicate piping connected to equipment have heat traps on supply & discharge NA C404.5 heater Insulation under water Indicate R-10 insulation under tank NA C404.6 Service water piping insulation Indicate R -value of insulation on piping; note exceptions taken NA 0404.7 / 8 Circulation systems and heat trace shut-off Indicate shut-off capability based on occupancy and periods of limited demand NA 0404.9 Group R-2 service hot water meters Indicate method of usage metering for dwell. units served by central HW system Pools & In -Ground Permanently Installed Spas NA C404.10.1 Pool heating equip min. efficiency Provide equipment schedule or complete MECH-SUM table with type, capacity, efficiency, test standard (or other eff. source); heat pump heaters >_4COP NA 0404.10.1 / 2 Pool heater on / off controls , Indicate automatic on/off control based on scheduling & accessible on/off switch on heater that operates independent of thermostat setting; or NA C404.10.3 Pool covers Indicate vapor retardant cover and insulation rating as required NA C404.10.3 Pool assembly insulation Indicate rating of insulation on sides and bottom of pools heated to > 90°F NA C404.10.4 Heat recovery Indicate method, exhaust air temperature reduction and recovered energy use 41= 4M ENGINEERING civil & structural engineering & planning REVIEWED FOR ODE COMPLIANCE APPROVED MAY 0 5 2016 City of Tukwila BUILDING DIVISION 250 4th Ave 5 Ste 200 Edmonds, WA 98020 Phone: (425) 778-8500 Fax: (425) 778-5536 G E r ----� STRUCTURAL CALCULATIONS Select Comfort Tukwila RECEIVED CITY OF TUKWILA APR 18 2016 PERMIT CENTER 17250 Southcentre PKWY, Suite 100 Tukwila, WA 98188 CORRECTION LTR# 1____.._.,. 4/12/2016 : 16103:10 Project Location 17250 Southcentre PKWY Tukwila, WA 98188 Prolect Description Select Comfort is performing tenant improvements inside its retail space and several of these elements require structural engineering for seismic resistance. These include partition walls in the sales room, ceiling soffits and storage room shelving. Scope of Work Stamped structural calculations, construction drawings and redlines to architectural details will be provided. Basis of Design Roof Loads Dead 15 psf Live 25 psf (snow) Canopy Self Weight Dead Lateral Summary Design Per 2012 IBC & ASCE 7-10 Seismic Iorameters Soil Site glass D (Assumed) Sds = 0.966 R = 2.5 (Ceilings) I = 1.0 (Non -Essential Facility) 4 psf ENGINEERING 250 4th Ave South Suite 200 Edmonds, WA 98020 Description Project Project Summary Select Comfort Tukwila By PDT Date 4/12/2016 Checked Date Scale NTS Job No. 16103.10 Sheet No. mumsDesign Maps Summary Report User -Specified Input Report Title Select Comfort Tukwila Fri April 1, 2016 23:14:05 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.44903°N, 122.26246°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III FLD 0 INTL }}I Favron enton : Vashaq SEAr'TL ' .r TACO?A INrI. if ORT ,,.., Maple Valley Des ,Mones �1Likent 1/ ovi n gton _ _ a } RCP.Bl1RN Burien. USGS-Provided Output Ss = 1.449 g S1 = 0.540 g SMs = 1.449 g SM1 = 0.810 g Sns= 0.966g �. I.o 0.540g ,,5 Sol ,Hok For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.65 1.50 1.35 1.20 1.05 0.90 to 0.75 0.60 0.45 0.30 0.15 0.00 0.00 MCER Response Spectrum 0.20 0.40 0.50 0.90 1.00 1.20 1.40 1.60 1.90 Period, T (sec) 2.00 1.10 1.00 0.90 0.80 0.70 0.60 to 0.50 0.40 0.30 0.20 0.10 0.00 0.00 0.20 0.40 0.60 Design Response Spectrum 0.20 1.00 1.20 1.40 1.60 1.20 Period, T (sec) 2.00 Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. Seismic Force: Seismic Load Calculation for Components and System (Reference: IBC 2012 Section 1613 & ASCE 7-10 Section 13.3) O.2s Spectral Response Acceleration, Site Class B, 5, 1.0s Spectral Response Acceleration, Site Class 6, Si Site Class Seismic Design Category Site Coefficient per S, & Site Class, F, Site Coefficient per Ss & Site Class, F, 5Ms = F,S, Sus = Fr51 Sos = 2/3 SMS Sol = 2/3 S s (Per ASCE 7-10, 13.3) Component Amplification Factor, ap Component Response Modification Factor, R1 Component Importance Factor, Ip Component Operating Weight, Wo Height in structure at lowest point of attachment of component, z1 Height in structure at highest point of attachment of component,; Average Roof Height of Structure, h ▪ 1.449 (ASCE 7, Figure 22-1 thru 22-6) • 0.540 (ASCE 7, Figure 22-1 thru 22-6) • D (ASCE 7, Section 11.4.2) • D (ASCE 7, Tables 11.6-1 & 11.6-2) • 1.00 (ASCE 7, Table 11.4-1) • 1.50 (ASCE 7, Table 11.4.2) • 1.449 (ASCE 7, Section 11.4.3) • 0.810 (ASCE 7, Section 11.4,3) Seismic design force, Fp = 0.966 (ASCE 7, Section 11.4.4) 0.540 (ASCE 7, Section 11.4.4) 1.0 2.5 1.0 Wp 0 0 21.7 (ASCE 7, Table 13.6-1) (ASCE 7, Table 13.6-1) (ASCE 7, Table 1.5-2) (Ib) (ft) A.4 (ft) _Y (ft) 0.4a1SosWp (1+2z/h) RJ/I, (Eq. 13.3-1) Max. seismic design force, Fp,,,,, = 1.65E61,W, Min. seismic design force, Fp,,;,, = 0.350511Wp Seismic design force at lowest point, Fin = Seismic design force at highest point, Fp, = Min. seismic design force, Fpm;,, Max. seismic design force, F _ 0.155 W, 0.155 Wp 0.290 Wp 1.546 Wp Seismic design force, F,,(ASD) = 0.207 Wp (Eq. 13.3-2) (Eq. 13.3-3) Fp1AVGl= 0.290 ill= 0 ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Der<nnwe Ay, tlt.o C so PDT Dee 4/1/2016 Chrt4ed Seismic Loads For Components & Systems Project Select Comfort Tukwila N.T.S. job ne. 16103.10 Shen no. 3 Seismic Force: Seismic Load Calculation for Components and System (Reference: IBC 2012 Section 1613 & ASCE 7-10 Section 133) 0.2s Spectral Response Acceleration, Site Class B, S, 1.Os Spectral Response Acceleration, Site Class B, S, Site Class Seismic Design Category Site Coefficient per 5, & Site Class, F, Site Coefficient per S, & Site Class, F, Sim = F,S. Spa =F,S1 So, =2/3Sms S01 = 2/3 SMI (Per ASCE 7-10.13.31 Component Amplification Factor, ap Component Response Modification Factor, Rp Component Importance Factor,1,, Component Operating Weight, IN„ Height In structure at lowest point of attachment of component, za Height In structure at highest point of attachment of component, 22 Average Roof Height of Structure, h Seismic design force, Fp • 1.449 (ASCE 7, Figure 22-1 thru 22-6) ▪ 0.540 (ASCE 7, Figure 22-1 that 22-6) ▪ D (ASCE 7, Section 11.4.2) = D (ASCE 7, Tables 11.6-1 & 11.6-2) 1.00 (ASCE 7, Table 11.4-1) = 1.50 (ASCE 7, Table 11.4-2) 1.449 (ASCE 7, Section 11.43) = 0.810 (ASCE 7, Section 11.4.3) 0.966 (ASCE 7, Section 11.4.4) 0.540 (ASCE 7, Section 11.4.4) 1.0 (ASCE 7, Table 13.6-1) = 2.5 (ASCE 7, Table 13.6-1) • 1.0 (ASCE 7, Table 1.5-2) = Wp (Ib) • 8 (ft) • 8 (ft) = 21.7 (ft) 0.4apSosWp (1+22/h) Rdlp Max. seismic design force, Fp,,,,, 1.65,1,W, Min. seismic design force, Fp„y, = 0.350,IpWp Seismic design force at lowest point, Fps = Seismic design force at highest point, Fp2 = Min. seismic design force, F,,,,,, = Max. seismic design force, Fp,„, _ 0.269 W, 0169 W, 0.290 W, 1.546 Ws, Seismic design force, F,(ASD) = 0.207 Wp (Eq. 13.3-1) (Eq. 133-2) (Eq. 13.3-3) F91,003= 0.290 41= O ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 a Storage Units Anchorage PDT Du. 4/1/2016 bn. Seismic Loads For Components & Systems ProOcz Select Comfort Tukwila N.T.S. lob No. 16103.10 SMR Na 410 SILT; 30SSS it Aloe to HN nr soc5 08 0010 50104 109'Yi1Mk111 00505510'50005IN10Pt 0015004 11'30000000005 MINKI 3111.103011141010St tt 1500000133135 30530$ 351343301505 agwnu®deals 3agwnu31 I 14 WA ®des a •`"u St AltY3033010 111,51, 0'9V F - w cr0 0 2 U 2 <4i 0:i 0 al CO M' 2 as l3! ' CC X u.� (3) 4/.10X Sq' SELF -1 ReF1&6%. L S INTO /-1E7 AL Zivf.IS ,••••••••••• t c7.)# f A31 o )46." SELF -T AciPI/JGN. st NOTE: 2\x4 SNALL LJ& e ou C A T 0 4r,Lo L.) Lo,o eT O) OF 1/0TO LV, METAL s-1* koS, SECURE ONE STORAGE UNIT WITHIN EACH GROUPING TO WALL VIA 2"x4" WD BLOCKING. ATTACH BLOCKING TO WALL W/ MIN 01410 STEEL SELF -TAPPING SCREW, MINI 3/4" EMBED INTO STUD, & TO UNIT W/ (2) W14.-SeREW-S7-MIN-&/4'EIVIBED INTO ..BLOCKTIVG7- Vg" s ccf 1-14,0t,PO4 TUE f0P OF TR( *iv /viol)) Stelt<cpki Uoir SECURE STORAGE UNITS TO ONE ANOTHER W/ (2) #8 WD SCREWS, MIN 1/2" EMBED. s01)(4 L .pt,out t 2:3 A2.3 ADJUSTABLE SHELF TO BE INSTALLED AFTER UNITS ARE FULLY ASSEMBLED AND ANCHORED. PARTITION PER WALL SCHEDULE. SIDE VIEW (SU) ANCHOR - BACK WALL FRONT VIEW VEK ).>(L-1 SCALE: 1/2" = 1'-0" TY(' 7 Un i4 - D J,4 .0 ot : LJ A stors-tzl 9,:ot1Oa ;.(ea.:surei.t) = 9. 3 Ib E - TE • • 1 F.E.Qtkri,‘14-1: (A -sol \ILA S -t oc LJrvfk w-53 'ty\Alb Q:0 6-14_ :mt. : E c,10,..4•4 %Lc DD)As _ . • : ›eitA 11-11-1-1 p Y4-1 °Leh ;1 1 VI\ ScOpS...s 1_() > (4 (x.),..kto mc -1 A4-1--6-Arflf eA- �attct scr-coS 4j .75.zkL..sx.'(\k0 (23 Zst j'AOayt• • 411= • ENGINEERING 2504th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com Description By PD7- Date ji/ti )(0 AY‘ r ,L.frr- Checked Date Scale Project S e,Lk GeLk 4 Job No. 1003.10 Sheet No. Screw Fastening Systems 3.6.2 Self -Drilling Screws Ultimate Tensile Strengths - Pullover (Tension), lb (kN)r.a.3As6, St rew Washer or Thickness of steel member in contact with the screw head, ga (in.) DeScre fan Head Diameter in. 22 (0.030) 20 (0.036) 18 (0.048) 16 (0.060) 14 (0.075) 12 (0.105) 10 (0.135) 0.151 Hex Washer Head (HINH) (4.45) (4.45) #8 0.335 675 (3.00) 815 (3.63) 1000 (4.45) 1000 (4.45) 1000 (4.45) 1000 (4.45) 1000 (4.45) 410 0.399 805 (3.58) 970 (4.31) 1290 (5.74) 1370 (6.09) 1370 (6.09) 1370 (6.09) 1370 (6.09) 412-14 0.415 835 (3.71) 1010 (4.49) 1340 (5.96) 1680 (7.47) 2100 (9.34) 2325 (10.34) 2325 (10,34) #12-24 0.415 835 (3.71) 1010 (4.49) 1340 (5,96) 1680 (7,47) 2100 (9.34) 2940 (13.08) 3780 (16.81) 1/4 In. 0.500 1010 (4.49) 1220 (5.43) 1620 (7.21) 2030 (9.03) 2530 (11.25) 3540 (13.75) 4560 (20.28) Phillips Pan Head (PPH) 47 0.303 615 (2.74) 735 (3.27) 980 (4.36) 1000 (4.45) 1000 (4.45) 1000 (4.45) 1000 (4.45) 48 0.311 630 (2.80) 755 (3,36) 1000 (4,45) 1000 (4.45) 1000 (4.45) 1000 (4.45) 1000 (4.45) 410 0.364 740 (3.29) 885 (3.94) 1180 (5.25) 1370 (6.09) 1370 (6.09) 1370 (6.09) 1370 (6.09) Phillips Truss Head (PTH) _ #8 0.433 875 (3.89) 1000 (4.45) 1000 (4.45) 1000 (4.45) 1000 (4.45) 1000 (4.45) 1000 (4.45) 410 0.411 830 (3,69) 1000 (4.45) 1330 (5.92) .1390 (6.18) 1360 (6.18) 1390 (6.18) 1390 (6,18) Phillips Pancake Head (PPCH) f10,#12 0.409 830 (3.69) 995 (4.43) 1325 (6.89) 1370 (6.09) 1370 (6.09) 1370 (5.09) 1370 (6.09) Phillips Flat Truss Head (PFTH) #10 0.364 740 (3.29) 885 (3.94) 1180 (5.25) 1475 (6.56) 1840 (8.18) 2170 (9.65) 2170 (9.65) t. The lower of the ultimate pullout, pullover, and tension fastener strength of screw should be used for design. 2, Load values based upon calculations done in accordance with Section E4 of the AISI 5100. 3. AISI 5100 recommends a safety factor of 3.0 be applied for allowable strength design, a 0 factor of 0.5 be applied for LRFD design ore re factor of 0.=1 be applied for LW design. 4. ANSI/ASME standard screw tread diameters were used in the calculations and are listed in the tables. 5, Philips Bugle Head (PBH) and Phillips Wafer Head (PWH) styles are not covered by this table because they are not intended for attachment of steel to steel, 6. The load data in the table is based upon sheet steel with F„ = 45 ksi. For F..= 55 ksi steel, multiply values by 1.22. For F- = 65 ksi steel, multiply Vetoes by 1.44. 7. Refer to Section 3.6.2.5 for drilling capacities. Nominal Ultimate Fastener Strength of Screw Screw DesignationDiameter Nominal (in.) 6-20 Nominal Fastener Strength Tension, Pi, lb (1d4y Shear, P„ lb (kN)aa.4 46-20 0.138 1000 (4-45) 890 (3-96) #7-18 0.151 1000 1000 (4.45) (4.45) 890 1170 (3.96) (5.20) 48-18 0.164 #10-12 0.190 2170 (9.65) 1645 (7.32) #10-16 0.190 1370 (6,09) 1215 (5.40) #10-18 0.190 1390 (6.18) 1645 (7.32) #12-14 0.216 2325 (10.34) 1880 (8,36) #12-24 0.216 3900 (17.35) 2285 (10.16) 1/4 in. 0,250 4580 (20.37) 2440 (10.85) The lower of the ultimate pullout, pullover, and tension fastener strength of screw should be used for design. The Pullout and Pullover 'tables in this section have already been adjusted where screw strength governs. 2 The lower of the ultimate shear fastener strength and shear bearing should be used for design. The Shear Dearing table in this section has already been adjusted where straw strength governs. 3 AISI 6100 recommends a safety factor of 3.0 be applied for allowable strength design, a 0 factor of 0.5 be applied for LRFD design or a r8 factor of 0.4 be applied for LSO design. 4 When the distance to the end of the connected part is parallel to the line of the applied force the allowable shear fastener strength must be reduced for end distance, when necessary, in accordance with E4.3,2 of Appendix A of AISI S100. Torsional Strengtht,2 Size Klin. Torsional Strength in -lb (him) 6-20 24 (2.7) 7-18 38 (4.3) 8-18 42 (4.8) 10-12 61 (6.9) 10-16 61 (6.9) 10-18 61 (6.9) 10-24 65 (7.3) 12-14 92 (10.4) 12-24 100 (113) 1/4-14 150 (17.0) 1/4-20 156 (17.6) 1 Based an screw only. Does not consider base material limitations. 2 Values in table are ultimate torsional strengths. To obtain maximum setting torque, multiply values in table by 0.66. 162 HAL Inc. (US)1.800.878-& 0 ( www.us.hilti.com I en espafiol 1-800-870-5000 1 Hilli (Canada) Ccrp. 1.800-363.4458 I wviw,hltfi.ca I Direct Fastening Technical Guide 2015 ,1 G 2 0 c 0a 0 • 0 V Straps & Ties RBC Roof Boundary Clip The RBC Roof Boundary Clip Is designed to aid installation and transfer shear loads between the roof diaphragm and wall. The locator tabs make proper location of the clip easy. The RBC can be used on wood or masonry walls and will handle roof pitches from 0/12 to 12/12. MATERIAL: 20 gauge FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. • Field bend to desired angle – one time only. • See flier F -C -RBC for more information on installation and code requirements. CODES: See page 12 for Code Reference Key Chart, The ABC installed to blocking resists rotation and lateral displacement of rafter or truss. Code references: • IRC 2009;2012,11802.8 Lateral Support Ratter/Truss • 1BC 2009/2012, 2308.10.6 Blocking / tTypi Blocking allows proper edge nailing of sheathing. I Code references: • IRC 2009/2012, Table R602.3(1), footnote i • IBC 2009/2012, 2305.1.4 Shear Panel Connections 5314 RBC U.S. Patent 7,293,390 Model Ito. Type of Connection Bending Angle Fasteners DF/SP Ailowable toads SPF/HF Allowable Loads Code Ref. To Wall To Blocking Lateral160 (160)1 RBC [i] 45° to 90° 6-10dx i'h 6-10dx1'k 4-45 380 IP1, F25 1 1118, <30° 6•iOdxl1/2 6.10dx11/2 435 375 3 to 45` 6-10dx15: 6.10dxi'h 480 415 350 (<3] 0` to 45° 3-1/2y2! Titen; 6-I0dx1Y, 350 I. itrowr ore Ioa05 wit iu, w:c °nL ,Lf ;::;.::UL: tz t miriril "'i 1'h' it'd IOC can he ins+: l'ed with up to W gap and achieve 100' 01 the lis ed load i. Al.o:'.aotu iauus neve Gaon i1: at°°: t : ,... y d':' Ti "'rt °' 1„'IIr-' in:reaee ellowed Reduce where other loads govern. When attaching to concrete use 3-'$i%' Titrn' screws, S. RBC installed over I' foamhoard has a load of 39913s. (160) in 3 para0a to 1211 (Ft) load direction for Bougies Fir. For SPF, the load is 340 lbs. i. ROC may be installed over'l:' structural sheathing using 10dx 11 nails with no load reduction. 7. NAtts: 10dz1'A = 0.148' dia. x 1W long. See page 22.23 for other nail sizes and information. Our line of angles provides a way to make a wide range of 90° connections. MATERIAL: A21 and A23-18 ga.; all other A angles -12 ga. FINISH: Galvanized. Some products available in stainless steel or ZMAX© coating; see Corrosion Information, pages 13-15. INSTALLATION: • Use all specified fasteners. See General Notes. CODES: See page 12 for Code Reference Key Chart. QThese products are aaailatle +with additional corrosion protection. Additional products on this page may also he available with this option, check with Simpson Strong -Tie for details. p' These products are approved for installation with the Strong -Drive' SD Connector screw. See page 27 for more information. Typical RBC Installation Over 1" Foamboards 'L Typical RBCP installation U.S. Patent 7,549,262 Blocking (TYp) SIMPSON �ql Ell Typical ABC installation Typical ROC Installation a 0 t° Sri j St? Model Na. Dimensions Fasteners Allowable Loads DF/SP Code Ref. W1 W2 L Base Post (160) Bolts Nails Bolts Nails F1, Fa 'A21 2 114 134 — 2-10dx11/2 — 2-10dx11/2 365 175 114, L5, F13 t'A23 2 114 234 — 4-1Odx11/2 — 4-10dx114 715 565 rA33 3 3 1/ — 4-1Od — 4.10d 800 - 330 13 L18, IPI A�431a 41 1'S — 4-10d — 4.10d 800 295 A66 5% 5'54 11/2 2-31 3-10d 2-34 3 10 — — 180 A88 8 8 2 3-34 4-10d 13-34 4-10d — — A24 3% 2 21/2 1-1/2 — 1-1/2 2-10d — — A311 11 334 2 i'14 — 1-1/2 4-10d — — . Allowable loads have been increased for wind o earthquake oading with no further increase allowed. Reduce where other loads govern. 2. For SPF/HF lumber use 0.86 of table loads. 3. Connectors are required on both sides to Gobi+ve 1 _ _ er Typical ROC installation to CMU Block up to v; aaP The ABC is available with prongs into one side (RBCP) for Tsre°:.:tac'imen.t of the part In a block at it.e it t ii pf pit. Rc zr to techn`cai bulletin T-RBCP far more information. Ft loads in both eirectio'Is. 4. NA LS:10dx1'h = 0.148' dia. x 11/2' long, led = 0.148' dia. x 3' long. See page 22-23 tar other nail sizes and information. A44 Installat on (f133 similar) Anchors specified by the Designer A21/A23 Installation Moisture Anchors battler specified 41f not shown by the Designer A311 Installation A24 Installation 207 .r o_ST.0 0 _... o C . b_c,-i ' u .... mlmtc-3( ' PAS_ �a s per !rel.. A 6;0.... 3.1.03 n.- lbs_. / p.er_. _ Ic.a FeQ= a ac,SD). =C 61fJbs- rd\Iel = ()_ X 3103 — n = ct3 0 =i r ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com Description By f -j.)� Checked Date Li /y /110 Date Scale Project S ._\ Ce,rAocl T L 14 - Job No. l`103.(0 Sheet No. lD 0> Pro5TUD.20 DRYWALL STU D I Design ¢ F Member. ; thickness Y a Area Weight! (x Rx I R Ae ix Sx 7 lila Va Vanet 1x1000 Cw (xi no) - Ra Ek=JY Y i g 1 e (m) i (m'} 7 Obat) � bra) (in) Gra`) (m} � in s (m9 t t nj3 atEn-lbs) Ob) (tb) Gra'] j Gn9 � (in} I (in) Beta I.162PDS125-19 0.0200 651 0.090 s 0.31' 0042 [((0685 0,020 .4 ,0.466 10042 0.037/ 0031 1193 ,:,:,473 165 € 0-01197..-0,. 012 I 4.096 4.11.374 0.364 22.0 250PD5125-19 0.0200 1 65 4.0.104940.37 I 0.112 1 1 017 1 0.024 10467 0046 [ 0.104 0.061-i,. 2110 299 226 0.01449 0.032 1-0992 1.495 0.560 ; 222 3 362P05125.19 ."''1"0.0200 1'4511 0.132 11105 1 0.266 a 1.420 I.o.6ii I 054 i 0.048 11.0254 0 080 4 31031203 189 :1'0.01757 4; 0.072 s -0 876 € 1729 '0743 4 22.1 " 400PDS125-19 0.0200 65 0.140 0.48 ; 0.336 1 1.550 i 0.028 0.451 , 0.050 0.3160 091 ;I 3537 I 184 1 181 J 0.01865 4 0.092 1 ;',0.851 4 1.825 0783 1 222 . 600PDS 125-19' 0.0200 1 65 10,181• 0462•:-' 0:892 2.220 0.033 4 0.425 0.051 0.7271 0.158 5421 t _ 121 1 121 0 02414 s 0236 , -0.7231 2 373 0 907) 21.9 PHYSICAL AND STRUCTURAL PROPERTIES 5 ClarkDietrich ProSTUD 20(19mil) physical and structural properties Gross Section Properties Effecirve Section Properties at Fy T_ rsi nal Properhas to (in) ClarkDietrich ProTRAK 20 (19rnil) physical and structural properties Gross Section Prope tes Effective Section Properties at Fy Torsional Properties F r ks) Area 1 Weight -1 Ix Re ly Ry At € lx SX Ida Vag 7 1x1000 Cro 3 X0 Rn 0 {srr}... i (iat4d fin') S (m) fits') Gra) j (n) F (ins) (n) (in lbs) fib) (m) 1 (n) ' (int (vn) Beta , 162PDT125-19 i 0.0200 W50 0.082 0.28 l 0.043 0.719 0.014 1 0A11 0.031 , 0 028 0 024 718 ; 421 40:010994 0.007 1 -0.879 1.207 0.470 1.0 25JPDT125 19 . 0.0200 E 50 0.100 0.34 0108 1.039 .39 0.01 S 1 0.400 0532 I 0.078 0.038 i 1130 289 10.013331 0.018 -0769 1.353 0.677 1 -11-3620D1.12519 < 0.0200 50 1 0122 1 0 42 0.249 i 1.426 0.018 1 0380 0.032 0191 0.055 1 1650 1 199 i 0.01E331 0.043 I -0.666 1,619 1 0.831 400PDT125-191 0.0200 1 50 1 0.130 1 0.44 0 312 1551 0.018 0.374 0032 1 0232 0 561 1.0.017331 0.054 I -0.638 1718 0.862 600PDT125-19111 0.0200 150 10170 1 0.58 1 0.819 2.195 0.020 1 0,342 1 0.032 0508 0.051 I 2717 1 119 0.022601 0.137 j -0523 2282 0.948 162PDT200 19-= 0 0200 150 1 .0 .112 0.38 :0564 1 0.7 0.049 0662 d 0 031 f 5.034 0.024,41/ 707 421 ;11551499j 0 026 3 41576 1.886 j 0288 t 250P0T200-19 0 0200 1 50 0.130 1 0 14 0157 41.099 0,057 0.661 0.0320.094 '0,037 1 .1119 289 I0 01733 0.086 41429: '1.920 3 0.446 362PDT200 1 A) fl 0200 150 0 152 0 52 0 351 i 517 0 064 4 0.647 0032 0.205 qq 0055 41 1651 1. .199 0.02033 0.152 1 1.2811 2.088 ' 0 624 400P1311200-19 0.0200 1 50 1, 0160 11 054 0 436 1[ 651 0.066 } 0.642 0.032 p.25 1 0 061 1 •1829 180 i 0.02133 0191 1 2382 161 0 672 600PDT200 19 0 0200 x•50 0200 0 68 i 094 2 339 0 974 ` O 607 0 033 0 580 1 0 093 2780 ` 119 4 02660 t 0 485 16 05'1125374', '0.840 1102P0T250 19 05200 ( 50 0.132 0.45 0.078 0.768 0.090 I 0.823 0.031 1 p.07 0023 698 421 10:017661 0.048 1 -2.055 2343 ; 0 231 .. µ 250P0T250-19 , 0-0200 ; 50 1 0150 1 0.51 i 0190 ? 1.125 0103 0.830 0 032 .0 .099 € 0.037 1113 289 ;0.01999 0.121 1890 2.351 i. 0.354 362PDT250-19 0.0200 1 50 I 0172 1 059 i 0419 1558 0.117 j 0.822 0.032 0213 1 0.055 ' 1649 199 10.02299 0.278 1.718 2.461 1 0.513 t 1 400PDT250 19 l 05200 1 50 t 0.180 1 0.61 € 0.518 1.697 0.120 1 Gala 0.032 0.261 1 0061 1 1829 180 10.023991 0348 -1.668 2.517 I 0 561 600PDT250-19'1 0.0200 i 50 1 0220 1 0.75 ' 1.278 1 2.410 0.136 1 0;786 0.033 0.605 1 0.093 s 2788 119 10.02933 0.881 1.450 2,920 1 0754 Notes,.., - Calculatedproperties ore based on AISI SI00-07, North American Specification for Design of Cold -Formed Steel Structural Members and AISI S22011, North American Standard.for Cold -Formed Steel Framing -Nonstructural Members. - - Effective properties incorporate the strength increase from the cold work of forming as applicable per FslSl A7.2. • Tabulated gross properties, including torsional properties, are based on full -unreduced cross so ton of the studs; array from punehosets: - -Tabulated gross propartic5, including torsional properties, are based ors full unreduced cross section cf the - For deflection calculations, use the effective moment of inertia, Allowable moment includes cold wo-k of forming, - Allowable moment is taken as the lowest value based or,; local of q itortional buckling. Distortional buckling strength is based on a'« pbi = 0. - Web depth For track sections is clue to the nominal height plus two times the design thickness plus toerbend radius. He on nonstructural tree sections are''aneroid. 1 Web -height: to thickness ratio exreeds200, Web stiffeners. are required at bearing points. 2 Web -height to thickness ratio exceeds 260, Web stiffeners are required at bearing and intermediate points. rkdietrich.corts The tee o;:ent of tR<s'it eve. 4.9,15 and so1rsedesa'Iper- .a trfo ma:iiin. Pub. No; ED-PrOSTUD4eiy 187:". SERtECIC DATION Most Widely Accepted and Trusted iCC-ES Evaluation Report ER -4943P* Reissued September 1, 2001 www.icc-es.orq I (800) 423-6587 j (562) 699-0543 A Subsidiary of the International Code Council® Legacy report on the 1997 Uniform Building Coder+; the 2000 International Building Codee, the BOCA° National Building Code/1999 and the 1999 Standard Building Code° DIVISION: 05—METALS Section: 05400—Cold-Formed Metal Framing BEARING AND NONBEARING STEEL STUDS STEEL STUD MANUFACTURERS ASSOCIATION 800 ROOSEVELT ROAD BUILDING C-321 GLEN ELLYN, ILLINOIS 60137 ALLIED STUDCO 2525 NORTH 27TH AVENUE PHOENIX, ARIZONA 85009 CEMCO 263 COVINA LANE CITY OF INDUSTRY, CALIFORNIA 91744 CLARKWESTERN BUILDING SYSTEMS, INC. 6510 GENERAL DRIVE RIVERSIDE, CALIFORNIA 92509 CONSOLIDATED FABRICATORS CORP. 7815 EAST SOMERSET PARAMOUNT, CALIFORNIA 90723 CUSTOM STUD, INC. 8415 220TH STREET WEST LAKEVILLE, MINNESOTA 55044 DESIGN SHAPES IN STEEL 10315 EAST RUSH SOUTH EL MONTE, CALIFORNIA 91733 DIETRICH INDUSTRIES, INC. 500 GRANT STREET, SUITE 2226 PITTSBURGH, PENNSYLVANIA 15219 NEXFRAME 4819 FITE COURT STOCKTON, CALIFORNIA 95215 OLMAR SUPPLY dba DENMAR STEEL, INC. 6765 PRESTON AVENUE #D LIVERMORE, CALIFORNIA 94550 QUAIL RUN BUILDING MATERIALS, INC. 2102 WEST LONE CACTUS DRIVE PHOENIX, ARIZONA 85027 SCAFCO CORPORATION 6212 EAST MAIN AVENUE POST OFFICE BOX 11215 SPOKANE, WASHINGTON 9921 1-1 21 5 STEEL CONSTRUCTION SYSTEMS 11250 ASTRONAUT BOULEVARD ORLANDO, FLORIDA 32837 STEELER, INC. 10023 MARTIN LUTHER KING WAY SOUTH SEATTLE, WASHINGTON 98178 THE STEEL NETWORK 2012 T.W. ALEXANDER DRIVE POST OFFICE BOX 13887 DURHAM, NORTH CAROLINA 27709 UNITED METAL PRODUCTS, INC.. 234 NORTH SHERMAN AVENUE. CORONA, CALIFORNIA 92882 UNITED STEEL MANUFACTURING 2966 EAST VICTORIA STREET RANCHO DOMINGUEZ, CALIFORNIA 90221 1.0 SUBJECT Bearing and Nonbearing Steel Studs, Joists and Tracks. 2.0 DESCRIPTION The design of the steel studs, joists and tracks described in this report complies with Section 2217 of the 1997 Uniform Building Codelu (UBC), Section 2205 of the 2000 International Building Code° (IBC), Section 2206.1 of the BOCA National Building Code/1999 and Section 2204.1 of the 1999 Standard Building Code. 2.1 General: Punched steel studs and unpunched joists and tracks are roll -formed in various depths with the metal thicknesses indicated in Table 1. *Revised December 2008 ICE; ES Evaluatton Reports tae not to he construed as representing aesthetics or any other attributes not specifically addressed, nor are they to he construed as an endorsentent ofdue subject of the report or a recommendation for its use. There is tto warranty by ICC Evaluation Service: Inc., express or implied, as to any finding or other matter in this report, or ad to any product covered by the report. Copyright © 2003 ttt Wit= � I Page 1 of 4 I Q WenlinII RA A1311004117 TO RIWDMACTMW OA MOW! MI O WONAM)RAA U lilt Jou *ler MR SW=Al WOO OO TRSAMMUMTTOMUM/,� cal MnCtCa Wi lla•elan RIOIA WASWIO MO Inas KITS . . at 4 bX1.0.C. _:ISp x 104 x % s..4k5 = 3,9914 EYP be fdt pal iJr _ 211311aAya,,,101+sb,oplr S L,-',`-. 's.V..... 318sic II+1 K Q III Sic prt Y\ -t- Q_u- ... lot X: 33 ` _3o+ -lbs 33c#.1� _ .. . �_:-_.... /y3{0 - 590 11)3__ CONSWal Wee 40 MA101 SW VII A SAUCE SE •104111101,1/0441•11 R/A 1041114 WdtCIOA ImRWS I11RTaa We= 111141430.011 A RASE Ra WALL MOW Ia11101 0111110 AS WW1= RR WAIL SCWOlt.AOOR MINIM 401011A0111100100111101101. ORVSAO Slop m ASTIMalT TO Se SIAGOOWR i• Wel I 11141.1•Worn ROI WOW AOC WOW MO O. OH so. woe WRIIA OPOOI OR W. AITAOI IA WOO TO TOA% WI IR 9101• Ste.TAIIWO ROI 50I5W CASCO CORSOW! 001T01 Tana TO MATOIWW 911T A OAUOI Vero MM1610I AAn1011 O WOG [MONO r MA. WOO 51M Sea Cu ma 01410 .ACTe 010.1171 WAS rAil PARTITION WALL SECTION /h. 7.4 awe: 1.1er.1101 4 ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com Description BY i Date /'r Typ. tJCAU vxcl"-br0.5,c_ Checked Date Scale Project (Soct Job No. 16103.1 o Sheet No. �3 KWIK Bolt 3 Expansion Anchor 3.3.8 Table 3 - Hitti KWIK Bolt 3 carbon steel design strength with concrete / pullout failure in uncracked concrete' ' Nominal anchor diameter Effective embed. in. (mm) Nominal embed. in. (mm) Tension - ON. Shear - 4)V f'0= 2,500 psi lb (kN) f', = 3,000 psi lb (kN) f'e = 4,000 psi lb (kN) f'e = 6,000 psi lb (kN) f', = 2,500 psi lb (kN) f'e = 3,000 psi lb (kN) f'e = 4,000 psi lb (kN) f'e = 6,000 psi lb (kN) 2-3/8 1-1/2 1-3/4 1,025 1,080 1,180 1,330 1,545 1,690 1,950 2,390 1/4 (38) (44) (4.6) (4.8) (5.2) (5.9) (6.9) (7.5) (8.7) (10.6) 3/8 0 a) 2-3/8 2,205 2,415 2,790 3,420 13,515 2,605 3,005 3,680 (9.8) (35.4) (51) (60) (10.7) (12.4) (15.2) (10.6) (11.6) (13.4) (16.4) (108) 2 2-1/4 2,205 2,415 2,790 3,420 2,375 2,605 3,005 3,680 1J2 (51) (57) (9.8) (10.7) (12.4) (15.2) (10.6) (11.6) (13.4) (16.4) 3-1/4 3-1/2 4,420 4,840 5,590 6,845 9,845 10,785 12,450 15,250 (83) (89) (19.7) (21.5) (24.9) (30.4) (43.8) (48.0) (55.4) (67.8) 3-1/8 3-1/2 4,310 4,720 5,450 6,675 9,280 10,165 11,740 14,380 5/8 (79) (89) (19.2) (21.0) (24.2) (29.7) (41.3) (45.2) (52.2) (64.0) 4 4-3/8 6,240 6,835 7.895 9,665 13,440 14,725 17,000 20,820 (102) (111) (27.8) (30.4) (35.1) (43.0) (59.8) (65.5) (75.6) (92.6) 3-3/4 4-1/4 5,665 6,205 7,165 8,775 12,200 13,365 15.430 18,900 3/4 (95) (108) (25.2) (27.6) (31.9) (39.0) (54.3) (59.5) (68.6) (84.1) 5 5-5/8 6,880 7,535 8,705 10,660 18,785 20,575 23,760 29,100 (127) (143) (30.6) (33.5) (38.7) (47.4) (83.6) (91.5) (105.7) (129.4) 1 See section 3.1.8.6 to convert design streng h value to ASO value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing, edge distance, and concrete thickness factors in tables 6 to 10 as necessary. Compare to steel values in table 4. The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by A. as follows: for sand -lightweight, A..* 0.68; for all -lightweight, A = 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. Table 4 - Steel design strength for Hilti KWIK Bolt 3 carbon steel anchors'' Nominal anchor diameter Nominal embedment in, (mm) Tensile3 cl:iN lb (kN) Shear' cpV 3 lb (kN) 1/4 1-3/4 1,590 1,065 (44) (7.1) (4.7) 3/8 2-3/8 4,770 2,905 (60) (21.2) (12.9) 2-1/4 4,315 1/2 (57) 8,745 (19.2) 3-1/2 4,390 (38.9) (89) (19.5) 3-1/2 5/8 (89) 13,515 7,950 4-3/8 (60.1) (35.4) (111) 4-1/4 10,180 3/4 (108) 19,080 (45.3) 5-5/8 10,785 (84.9) (143) (48.0) 1 See section 3.1.8 6 to convert design s rength value to ASD value. 2 KWIK Bolt 3 carbon steel anchors are to be considered ductile steel elements. 3 Tensile 4N, = 4' Afes, as noted in ACI 318-14 Chapter 17. 4 Shear values determined by static shear tests with ¢V„ < 4) 0.60 A,v f as noted in RCI 318-14 Chapter 17. Hilti, Inc. (US)1-800.879-8000 I www.us.hitti.com I en espanol 1-800-879.5000 1 Hilti (Canada) Corp. 1.800-363-4458 I vwrw.hilti.ca I Anchor Fastening Technical Guide 2016 331 Seismic Farce: Seismic Load Calculation for Components and System (Reference: IBC 2012 Section 1613 & ASCE 7-10 Section 13.3) 0.2s Spectral Response Acceleration, Site Class B, S, 1.0s Spectral Response Acceleration, Site Class B, Sl Site Class Seismic Design Category Site Coefficient per S, & Site Class, F, Site Coefficient per S1 & Site Class, F, SMs = F.Sa SMr = F,SI Sos = 2/3 SMS Sol = 2/3 SMI (Per ASCE 7-10. 13.3) Component Amplification Factor, ap Component Response Modification Factor, R,, Component importance Factor, i, Component Operating Weight, W, Height in structure at lowest point of attachment of component, a1 Height in structure at highest point of attachment of component, z2 Average Roof Height of Structure, h 1.449 (ASCE 7, Figure 22-1 thru 22-6) • 0.540 (ASCE 7, Figure 22-1 thru 22-6) = D (ASCE 7, Section 1L4.2) • D (ASCE 7, Tables 11.6-1 & 11.6-2) = 1.00 (ASCE 7, Table 11.4-1) 1.50 (ASCE 7, Table 11.4-2) • 1.449 (ASCE 7, Section 11.4.3) • 0.810 (ASCE 7, Section 11.4.3) = 0.966 (ASCE 7, Section 11.4.4) ▪ 0.540 (ASCE 7, Section 11.4.4) 1.0 (ASCE 7, Table 13.6-1) = 2.5 (ASCE 7, Table 13.6-1) • 1.0 (ASCE 7, Table 1.5-2) = Wp (Ib) • 17 (ft) Wocsc, CA • 17 • 2L7 (ft) Seismic design force, Fp = 0.4aa,S WP (1+2z/h) Max. seismic design force, F,,,,,, = 1.651:61PWP Min. seismic design force, FF.*, = 0.35D11pWp Seismic design force at lowest point, Fm = Seismic design force at highest point, Fm = Min. seismic design force, Fp,.„ = Max. seismic design force, Fpm„ = 0.397 Wp 0.397 Wp 0.290 Wp 1.546 Wp Seismic design force, Fr,(MD)= 0.283 W,, (Eq. 13.3-1) (Eq. 13.3-2) (Eq. 13.3-3) Fp14 0.397 O ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 > Soffit Bracing sr PDT Dab 4/1/2016 Checked Seismic Loads For Components & Systems „aa Sale Select Comfort Tukwila N.T.S. bb Na. 16103.10 rbwt No. t.! @ SQ _ A c._J-#-Ah} 8 ..Uy.p. boorA /�:1 siwo� _.Q lb° o;.c. l' 1 fl0f Y 0.:39 Q,f S/0' TYPE 'X' GYP 0D ON 3 618 20 GA MD. STUD FRAMING AT 15' OC ATTACH TO STRUCTURE PER DETAIL C I IA2.1 12•.0 AFF AT1H MDF TRW SUPPLIED BY FM INSTALLED BY GC 10' 0 AFF GYP BD CEIUNG� SB' TYPE 'V GYP BD ON 3 SW 20 GA MIL STUD FRAMING AT 16' GC C3lSAALES AREA GYP BD CEILING DETAIL aa• 'as -f.) psf I Bo-!bs_.. _• ps _1 P66_' -- I. o , ry. P5 1s psf .y5 # sF __ ..___..... 404 = a 2s c,'9' = l6, i pi wa= s ' 4 X .6_.19 fsf- 3..2101 T _ =..:..._Wi__. +.._L3=.__ La.3.._.plF ocC@._5 . S„ -V;+ _A C Vit(11)5.) _. ;1180 oggiIS iyoo lIASset 593 IO 0.30 MI. N.®a • I., RYYODOO. 20001 YR MOO I! /00A VT 311.103 +roc •rt•a to *MO •+.ucluR Oil at OW • Gw ❑DI lar - C4 F EGLIC. b, A03) 33 `l6 1.541 L »ohe SOFFIT SECTION ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgenglneering.com Description By Ppr so1�%. DCDCirq Checked Date Scale Project S (24- C.a-n; ot--1 1111,31 L Job No. Ibto?.1� Sheet No. 1�- !.__d {s ... b cac.4._ ..144N5AA. _ _ of �. n._. FI (n=... ' �6 ._._ town s a 1134 - ENGINEERING a ENGINEERING 2504th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com Description 1%Cac1v\ a BY pp -r Checked Date M , I Date Scale Project S Ll Lv� ca-rno-t...v 1 too, Job No. Lblp3.to Sheet No. 18 V .171" '' - iq--tiu ^1610" - 10- o�� cg; 91000 - -rp r ecym s. I ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com Description COtt yPO7' Checked Scale Project ob No. LL03.10 Date /r /1 J Date Sheet No. GENERAL ENGINEERING CATALOG - NO. 17 A PART OF UNISTRUT Reference Tables and Data CONVERSION FACTORS FOR BEAMS WITH VARIOUS STATIC LOADING CONDITIONS Ail Beam Load tables are for single -span (simple) beams supported at the ends.These can be used in the majority of the cases. However, there are times when it is necessary to know what happens with other loading and support conditions. Some common arrangements are shown below. Simply multiply the values from the Beam Load tables by factors given below 1. Simple Beam, iiiJ,,iiii,,/,' Uniform Load 1.00 1.00 SPAN 2. Simple Beam,1 Concentrated Load at Center } .50 .80 } 3. Simple Beam, i 1 1.00 Two Equal Concentrated Loadcs at 1/4 pts { j 1.10 4. Beam Fixed at Both Ends, ////7/7////i/7,{,, 1.50 Uniform Load .30 6. Beam Fixed at Both Ends, 1 Concentrated Load at Center 1.00 .40 6. Cantilever Beam, Uniform Load F/t///2///./71 .25 2.40 7. Cantilever Beam, i Concentrated Load at End .12 3.20 Equal 8. Continuous Beam, Two Spans, /zir/7rl///7 Uniform Load on One Span r-- 1.30 .92 SPAN SPAN 9. Continuous Beam, Two Equal Spans, t/riiii6,,triri/r/7rrr/// Uniform Load on Both Ends 1.00 .42 10. Continuous Beam, Two Equal Spans, ,fit .71 Concentrated Load at Center of One Span 1 + '4 11.Continuous Beam, Two Equal Spans, i 1 Concentrated Load at Center of Each Span I I y .67 .48 EXAMPLE I: Determine load and deflection of a P 1000 beam continuous over one support and loaded uniformly on one span. rrrtrr 5, -0" 5• _ 0. SOLUTION: A. From load table for P1000 on page 25 load for a 5'-0' span Is 680# and deflection is .35'. B. Multiply by factors from Table above. Load = 680# x 1.30 = 8844 Deflection = .35' x .92 = .32' EXAMPLE II Determine load and deflection of a P 5500 cantilever beam with a concentrated load on the end. SOLUTION: A. From load table P5500 on page 52 load for a 3'-0' span is 2180# and deflection Is .09'. B. Multiply by factors from Table above. Load = 2180#.x .12 = 262# Deflection = ,09' x 320 = .29' 18 h 17nistr- ;u-tThe€Original Metal Framing P1000 & P1001 Channels P1000 - BEAM LOADING Span In Max.Aliomable Uniform Load Lbs Deo at Uniform Load In Uniform Loading at Deflection Span/180 Span/240 Span/360 Lbs Lbs lbs 24 1,690 0.06 1,690 1,690 1,690 36 1,130 0.13 1,130 1,130 900 48 850 0.22 850 760 500 60 680 0.35 650 480 320 72 560 0.50 450 340 220 84 480 0.68 330 250 160 96 420 0.89 250 190 130 108 380 1.14 200 150 100 120 340 1.40 160 120 80 144 280 2.00 110 80 60 168 240 2.72 80 60 40 192 210 3.55 60 50 NR 216 190 4.58 50 40 NR 240 170 5.62 40 NR NR UNISTRUT P1001 - BEAM LOADING Span In Max. Allowable Uniform Load Lbs Deft. at Uniform Load In Uniform Loading at Deflection Span/180 Span/240 Span/360 Lbs Lbs Lbs 24 3,500' 0.02 3,500' 3,500' 3,500" 36 3,190 0.07 3,190 3,190 3,190 48 2.390 0.13 2,390 2,390 2,390 60 1,910 0.20 1,910 1,910 1,620 72 1,600 0.28 1,600 1,600 1,130 84 1,370 0.39 1,370 1,240 830 96 1,200 0.51 1,200 950 630 08 1,060 0.64 1,000 750 500 120 960 0.79 810 610 410 144 800 1.14 560 420 280 168 680 1.53 410 310 210 192 600 2.02 320 240 160 216 530 2.54 250 190 130 240 480 3.16 200 160 100 Unbraced Height In Max' Allowable Load at Slot Face Lbs Maximum Column Load Applied at G.G. K=0.65 K=0.80 K=1.0 K= 1.2 Lbs,_, Lbs Lbs Lbs 24 3,550 10.740 9,890 8,770 7,740 36 3,190 8,910 7,740 6,390 5,310 48 2,770 7,260 6,010 4,690 3,800' 60 2,380 5,910 4,690 3,630 2,960 72 2,080 4,840 3,800 2,960 2,400 84 1,860 4,040 3,200 2,480 1,980 9 1,670 3,480 2,750 2,110 1,660 108 1,510 3,050 2,400 1,810 " 120 1,380 2,700 2,110 " " 144 1,150 2,180 1,660 " " P10001P1001 - ELEMENTS OF SECTION Parameter P1000 P1001 Area of Sec6cn Axis 1.1 Moment of Inertia (I) Section Modulus (S) Radius of Gyration (r) Axis 2.2 Moment of Inertia (I) Section Modulus (5) Radius of Gyration (r) 0.555 In' 1.111 In' 0.185 0.202 0.577 In' 0.928 In' 0.571 In 0.914 In" In' In 0.236 In' 0.471 In' 0.290 In' 0.580 In' 0.651 In 0.651 In Unbraced "Height` In ' Max. Allowable Load at Slot Face Lbs Maximum Column Load Applied at C,G. K=0.65 K=0.80 K=1.0 K=1.2 Lbs Lbs Lbs Lbs 24 6,430 24,280 23,610 22,700 21,820 36 6.290 22,810 21,820 20,650 19,670 48 6,160 21,410 20,300 18,670 15,150 60 6,000 20.210 18,670 15,520 12,390 72 5,620 18,970 16,160 12,390 8,950 84 5,170 16,950 13,630 9,470 66,580 96 4,690 14,890 11,190 7,250 5,040 108 4,170 12,850 8,950 5,730 3,980 120 3,690 10,900 7,250 4,640 " 144 2,930 7,630 5.040 " Notes: • Load limited by spot weld shear. .. KU, "200 MR = Net Recommended. 1. Beam loads are given in Iota/ uniform load (W Lbs) not uniform load {w ibstft or w Ibshn). 2. Beam loads are based one simple span and assumed to be adequately laterally braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62 for reduction factors for unbracedlengths_ 3. For pierced channel, multiply beam loads by the following factor: "KO" Series 95% °i" Series ....__.,85% "HS" Series 90% "SL" Ser es5% "H3" Series -90%. "DS" Series -,„.70% 4. Deduct channel weight from the beam loads. 5. Fix concentrated midspan pant loads, multiply beam loads by 50% and the corresponding detection by 80% For other load conditions refer to page 18. 6. All beam loads are for bending about Axis 1-1. N C r= to 0 ' UNISTRUT LATERAL BRACING LOAD REDUCTION CHARTS Span -:_+ J LOAD (1- .. Single Channel LOAD f� JIStructural �� LOAD 111 ��i Double Channel Bearing Length 1%" (41 mm) Maximum Allowable Loads Lbs (kN) Bearing Length 11/4" (41 mm) Maximum Allowable Loads Lbs (kN) Bearing Length 31/4" (82 mm) Maximum Allowable Loads Lbs (kN) Ft.(m) In.(cm) P1000 P1100 P2000 P3000 P3300 P4000 P4100 P5000 P5500 P1001 P1101 P2001 P3001 P3301 P4001 P4101 P5001 P5501 2 (0.61) 24 (61) 1.00 1.00 1.00 1.00 1.00 1.00 1,00 0.98 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 (0.91) 36 (91) 0.94 0.89 0.88 0.96 1.00 0.94 0.98 0.85 0.89 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4 (1.22) 48 (122) 0.88 0,78 0.75 0.91 1.00 0.88 0.94 0.70 0.77 1.00 0.98 0.98 1.00 1.00 0.98 1.00 0.97 0.98 5 (1.52) 60 (152) 0.82 0.68 0.61 0.88 0.98 0.83 0.91 0.55 0.67 0.97 0.93 0.92 0.98 1.00 0.93 0.96 0.90 0.93 6 (1.83) 72 (183) (.0.10 0.59 0.48 0.84 0.97 0.79 0.89 0.44 0.58 0.93 0.87 0.85 0.95 0.97 0.88 0.92 0.83 0.87 7 (2.13) 84 (213) 0.75 0.52 0.41 0.82 0.96 0.75 0.86 0.38 0.51 0.89 0.82 0.78 0.92 0.95 0.83 0.89 0.76 0.81 8 (2.44) 96 (244) 0.71 0.47 0.35 0.79 0.94 0.72 0.84 0.33 0.46 0.85 0.76 0.71 0.88 0.92 0.79 0.85 0.68 0.76 9 (2 74) 108 (274) 0,69 0.43 0.32 0.77 0.93 0.69 0.82 0.30 0.42 0.81 0.70 0.64 0.85 0.90 0.74 0.81 0.61 0.70 10 (3.05) 120 (305) 0.66 0.40 0.29 0.75 0.92 0.66 0.80 0.28 0.40 0.78 0.65 0.57 0.82 0.87 0.69 0.78 0.54 0.64 12 (3.66) 144 (366) 0.61 0.36 0.25 0.70 0.89 0.60 0.76 0.24 0.36 0.70 0.54 0.45 0.76 0.82 0.60 0.71 0.43 0.53 14 (4.27) 168 (427) 0.55 0.32 0.23 0.66 0.86 0.55 0.73 0.22 0.32 0.63 0.45 0.38 0.70 0.78 0.51 0.64 0.35 0.45 16 (4.88) 192 (488) 0.51 0.30 0.21 0.62 0.84 0.50 0.69 0.21 0.30 0.56 0.39 0.32 0.64 0.73 0.44 0.57 0.30 0.39 18 (5.49) 216 (549) 0.47 0.28 0.19 0.58 0.81 0,47 0.65 0.19 0.28 0.49 0.34 0.28 0.58 0.68 0.39 0.50 0.27 0.34 20 (6.10) 240 (610) 0.44 0.26 0.18 0.54 0.78 0.43 0.61 0.18 0.26 0.44 0.31 0.25 0.52 0.63 0.35 0.45 0.24 0.30 BEARING LOADS ON UNISTRUT CHANNEL Loads are calculated based on 2007 Specification For The Design Of Cold Formed Steel Members published by AISI -:_+ J LOAD (1- .. LOAD f� JIStructural �� LOAD 111 ��i Channel Bearing Length 1%" (41 mm) Maximum Allowable Loads Lbs (kN) Bearing Length 11/4" (41 mm) Maximum Allowable Loads Lbs (kN) Bearing Length 31/4" (82 mm) Maximum Allowable Loads Lbs (kN) P1000 6,700 29.80 3,100 13.79 7,700 34.25 P1100 3,500 15.57 1.700 7.56 4,000 17.79 P2000 2,500 11.12 1,200 5.34 3,000 13.34 P3000 6,700 29.80 3,200 14.23 7,700 34.25 P3300 6,800 30.25 3,200 14.23 7,800 34.70 P4000 2,600 11.57 1,200 5.34 3,000 13.34 P4100 3,500 15.57 1,800 8.01 4,100 18,24 P5000 6,500 28.91 3,000 13.34 7,500 33.36 P5500 6,600 29.36 3,100 13.79 7,600 33.81 m 154" Framing System UNISTRUT- SLOT ADAPTERTM !H EG Holt WUtgo pos Part No. Size Lbs (kg) HOCW025 '/."(64) 1 (0.5) HOCW037 %* (9.5) 1.5 (0.7) P2486 SEISMIC Roo STIFFENER P2486 A t', :- Threaded Rod '•' P 000 Rod SU6ener Wi/t00 pcs: 16 Lbs (7.3 kg) KwiK WASHER EG 1 Overhead installation with one hand Available in zinc plated and hot dip galvanized Part No. Size In (mm) Load Lbs (7r1 Wittig pcs Lbs (kg) K1062 W (94) 250 (1.11) 12 (0.5) K1063 W(9.5) 610(.7l) 2.6(1.2) 10064 '.h' (127) 1,130 (5.03) 9.3 (4.2) P2485 CRADLE CLIP Cradle do only, order otheriiems seperately. 3/8'x1" HHCS P3008 Nut Cradle cp PI000T Channel Stiffener r7.1 P1000T (8' Shorter than Rod) All -Thread Rod P2485 Cradle Clip P1546 P1000 Channel Lateral Brace P1000 Channel Transverse Brace Wt/100 pcs: 3.0 Lbs (1.4 kg) Ili COPE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK Notes: 1. Mnimum Tensile Stress is 50,000 psi (345MPa) 2. Working Stress is 10,700 psi (73.9 MPa) - Same as for Tension 3. Compression Wat Only Occur During a Seismic Event 4. Compression Requires the Use of Rod Stiffeners 5. Mir = 200 When Rod Stress is at 35% Refer to seismic bracing systems catalog for more detailed information. slay Framing System .__.._.,Rod Stiffener Clip Spacing (L)............ Rod Stress Rod Stress Rod Stress Rod Stress Root Radius of Design @100% @75% @50% d35% Rod Size Area Gyration Load 10,700 PSI 8,025 PSI 5,350 PSI 3,745 PSI In (mm) 1n2 (mm2) In (mm) Lhs (kW) In (mm) In (mm) In (mm) In (mm) 3!e 0.068 0.074 730 9 ii 13 15 9.5 49.5 1.99 125 228.6 279.4 330.2 381.0 1/5 0.126 0.100 1,350 12 14 17 21 12.7 72.4 2.40 6.01 304.8 355.6 431.8 533.9 35 0.202 0.127 2,160 15 18 22 26 15.9 138.3 3.32 9.61 381.0 457,2 550.8 660.4 Ili COPE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK Notes: 1. Mnimum Tensile Stress is 50,000 psi (345MPa) 2. Working Stress is 10,700 psi (73.9 MPa) - Same as for Tension 3. Compression Wat Only Occur During a Seismic Event 4. Compression Requires the Use of Rod Stiffeners 5. Mir = 200 When Rod Stress is at 35% Refer to seismic bracing systems catalog for more detailed information. slay Framing System ([I EG, GR, HG J Ninety Degree Angle & Angular Fittings P2484 MEG, GR, HG ( P2484W } f EG, GR, HG 4• (101.6)..�T�1�b r< 1 Ve (20.6) 4• (39.7) (101.6) 746 UNISTRUT P1130, P1131 4" tam. (101.6) 3 iv (20.6) 10,43 (95.3 (39.7) 4. (101.6) %t/100 pm: 134 Lbs (60.8 kg) Wt/100 pa: 134 Lbs (60.8 kg) P1546, P2094 THRu P2100 A ParE "A" 'e Wtttpi> pcs Number In (mm) . in (rim) Lbs 17194 P1130 6% 4 190 168.3 101.6 86.2 P1131 8% 6 242 2191 1524 109.8 ' EGA I P2101 THRU P2104 Park No. WA""` Degree (rad) "8 In (mm) . 7 In (mm) P2094 82W 3l14 1% 75* 1.44 90.5 429 P2095 75° 1.31 3514 90.5 1% 429 P2096 67W 3% 1% 1.05 1.18 88.9 44.5 P2097 60" 3% 1% P1186 1.05 85.7 47.6 P2098 52W 3% 2%n 3l4i 0.92 82.6 52.4 P1546 45° 3 234* 3'14, 0.79 76.2 58.7 P2099 3714° 3% 1% 0.39 0.65 889 46.0 P2100 37W 2% 2% P2260 0.65 68.3 6E7 P1186,P2105 THRU P2110 EG, GR ?fl P2260 THRu P2270 Part . "A'" Number Degree (rad) „Eh .: In (min) P2105 82W 3'% 3'% 82.6 1.44 82.6 P2106 75* 3`% 84.1 1.31 826 P2107 67W 1.18 31/14 81.0 P2108 60• 334* VA 1.05 81.0 P2109 52W 3% 52W 0.92 79.4 P1186 45° 3% 0.79 79.4 P2110 37%' 3l4i 37W 0.65 77.8 WI/100 pcs: 58 Lbs (26.3 kg) EG, GR, HG Part "rA;,. No. .Degree (rad) S". In (rnm) P2101 30" 0.52 3'% 82.6 P2102 22W 334 92.1 0.39 84.1 P2103 15• 334 3% 0.26 84,1 P2104 71 " VA 3% 013 84.1 Wt1100 pin: 58 Lbs (26.3 kg) MEG, GR, HG Pail Number q" Degree (rad) , "g" in jntm) P2270 82W 3% 1.44 92.1 P2269 75' 1.31 3 e 92.1 P2268 67W 3% 1.18 921 P2267 60" 3% 1.05 93,7 P2265 52W 3% 0.92 917 P226545" 3% 0.79 93.7 P2264 37W 3% 0.65 93.7 P2263 30° 3'14, 0.52 917 P2262 22W 3'% 0.39 95.3 P2261 i8" 3'1, 0.26 95.3 P2260 7h° 3% 0.13 95.3 WU100 pa: 78 Lbs (35,4 kg) Standard Dimensions for 115' (41.3mm) width series channel fittings (Unless Otherwise Shown on Drawing) Hole Diameter. !4." (44.3mm); Hole Spacing . From End: 'Me (20.6mm); Hole Spacing. On Center. 1W (47.6mm); Width:1%"(41.3mm); Thickness: W (6.4mm) 1W Framing,System:L.. PLICO'nE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK D t- ^ .. i►t 0 ta. $1144+) ,411 VY, 7, aaks, (0•1a-sr)/2 19174 > (_6'4 1),, usic.s; (0,14),<<)/ . 3 45" > S � # ✓ p }..._./._.. A 307T{,r 4..d Agri Ti F.\ 0-J ....caK.. _-1-auk a tta•t; oY, a ( _1 PS.1foc-1+c 4,1.c-0ai 114L' rw VA' rtmp!Y\3_ tikh;_.a4.0 _._f sA o -c _._l.00v._!bsc sheer=� Sloop_ k P1DOO : UChant e,L _Col':fax_ 14.n5,4k 1 61-0 ir (o 8 5) (0:4'2) =. i • af S?1_ - ae c - p.Y uv i dtA 'T''s 16„) (116� ot-A l �.A 1, ' o is 3Q�i+ Dv', Ii (a19,0nJ ��: �av,Up hoop cka.v►r \ :oai-or 4olk►r1-13. IM ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com Description By Date /�a6 Checked Scale Project -)aL C-0,461- TcJ I(.W ;L Job No. 1Lt.o7.to Date Sheet No. UNISTRUT P1271S Yl" -13X1'1" Set Screw Included Note: Requires P1010 Channel Nut and bolt Design Load Each 500 Lbs (222 kN) Use in Pairs Only Wtl100 pcs: 95 Lbs (43.1 kg) P1796S I�HEG HG Design Load Each 500 Lbs (2.22 kN) Use in Pairs Only WU100 pcs: 91 Lbs (41.3 kg) P2785 W Hex Nuts and "U" Bolt Included P2787 IHEG HG • For use with Beams up to3/4" (19.1) Flanges and with Channels P1000, P1100, P2000, P3000, P3300, P3301, P4000, P4001, P4100, and P4101. Wt/100 pcs: 83 Lbs (37.6 kg) W Hex Nuts and 'U' Bolt Included 8/ (209.6) (22.2) 3" 76.2) Design Load Each 1000 Lbs (4.45 kN) Use in Pairs Only IH EG • For use with Beams up to 34" (19.1) Flanges and with Channels P5001 and P5501. Wt/100 pcs: 112 Lbs (50.8 kg) W (6.4) Thick 3' (76.2) Design Load Each 1000 Lbs (4.45 RN) Use in Pairs Only I�EG Part Number Beam Size"A" Wt/100 pcs Lbs (kg) P2867A 4"-6' 151(68.5) P2867A-9 6"-9" 157 (71.2) P2867A-12 9'-12" 166 (75.3) P2867A-15 12'-15' 176 (79.8) P2867A-18 15'-18" 185 (83.9) • Includes: 'J" Bolt, 'U" Bolt and Hex Nuts. • For use with Channel P1001, P1101, P2001, P3001, P5000, and P5500. P2824-6,-9,-12 For use with Beams up to 35' (19.1) max flange thickness Clamp Requires 1/2" Diameter Rod and 2 Hex Nuts (Sold Seperately) Part Number A" In (mm) N+t1100 pcs Lbs (kg) Design Load Lbs (kN) P2824-6 21/2 - 6 63.5 -152.4 125 56.7 500 2.22 P2824-9 5'h - 9 139.7- 228.6 140 63.5 500 2.22 P2824-12 81/2 -12 215.9.304.8 171 77.6 500 2.22 P2786 NEG %' Hex Nuts and '0" Bolt Included • For use with Beams up to 35' (19.1) Flanges and with Channels P1001, P1101, P2001, P3001, P5000, and P5500, Wt/100 pcs: 92 Lbs (41.7 kg) Design Load Each 1000 Lbs (4.45 RN) Use in Pairs Only P2867 IElEG I Part ' Number Beam Wt1100 pcs Size "A" Lbs (kg) P2867 4'-6' 142 (64.4) P2867-9 6'-9' 151 (68.5) P2867-12 9"-12" 160 (72.6) P2867-15 12'-15' 170 (77.1) P2867-18 15'-18" 179 (81.2) • Includes "J` Bolt, "If Bolt and Hex Nuts. • For use with Channels P1000, P1100, P2000, P3000, P3300, P3301, P4000, P4001, P4100, and P4101. P2867B (209 6) Part Number Beam Size "A" Wt1100 pcs Lbs (kg) P2867B 4'-6" 161(73.0) P2867B-9 6"-9" 167 (75.7) P28678-12 9"-12" 176 (79.8) P2867B-15 12"-15' 186 (84.4) P28678-18 15"-18" 195 (88.5) • Includes: '3' Bolt, 'U' Bolt and Hex Nuts. • For use with Channel P5001, and P5501. Note: When used for mechanical supports, load capacities of brackets and fittings should be in compliance with the American Standard Code for Pressure Piping. Clamps are designed to be used with W, N, S & HP Shape beams, Standard C & Misc. MC Channels, Angles & Structural Tees. Clamps must be used in pairs where indicated. For beam clamps with HG finish, standard hardware is EG finish. For optional stainless steel hardware, please contact the factory for availability. 1E1 CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK : -. Ctrituti: isk144ss_,_ CGS -'x -pts �c t3,_.. =3 v S[FCcJ coribt/o iuTZ. Pct r�+ 0 — • • • • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com Description uvt►s't r u7- f 0< By P +/ Checked • Date Date Scale Project Sele.a Cav or `l (AV. i)'ilc... Job No. t, Sheet Sheet No. IV -20 Connections for Use with the 2007 North American Cold -Formed Steel Specification Table IV - 10c Screws Pull -Out - FU = 45 ksi CI = 3.0 SSMA Design Thicknesses 4 = 0.5 Nominal Pullout Strength, Pnot, kips Screw Designation Diameter in. .,}r Thickness of member not in contact with the screw head, in. 0.0188 0.0283 0.0312 0.0346 0.0451 0.0566 0.0713 0.1017 #6 0.138 0.099 0.149 0.165 0.183 0.238 0.299 0.376 0.537 #8 0.164 0.118 0.178 0.196 0.217 0.283 0.355 0.447 0.638 #10 0.190 0.137 0.206 0.227 0.251 0.328 0.411 0.518 0.739 #12 0.216 0.155 0.234 0.258 0.286 0.373 0.468 0.589 0.840 V 1/4 in. 0.250 0.180 0.271 0.298 0.331 0.431 0.541 _ 0.682 0.973 Table IV - 10d Screws Pull -Out - Fu = 65 ksi = 3.0 4 = 0.5 SSMA Design Thicknesses Nominal Pullout Strength, Pnot, kips Thickness of member not in ' Screw Diameter contact with the screw head, in. Designation A_ in. _ 0.0566 __ 0.0713 0.1017 #6 0.138 0.432 0.544 0.775 #8 0.164 0.513 0.646 0.922 #10 0.190 0.594 0.748 1.07 #12 0.216 0.675 0.851 1.21 1/4 in. 0.250 0.782 0.985 1.40 Note: Available Strengths are: ASD: P,,,t/42 LRFD: en,, KING CO' ( f asP3F 4o1)*1iso0 Pct V V Sof t =11 80 1b (Of /9, = 510*, 5 44- 4 sqo 118 i.. , ( ° o-+ t_so s)P L F P .0 P P P' - mitV r"P - ..........:..........__..__.__.._ T Seo- C ner `c_, ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com Description Ex, guy l,k,,,S By fo� Checked Date yr -/ijk, Date Scale Project saL od Tta-wdL Job No. 16 t63,to Sheet No. LP . 05 Y'o Vex con.: c% (cvw v+ -_t e `E V / se,t g.)-tf _ _wR s k1,_ 1)4. r 9.0 0- L:dc._ Sit 03..3 , (.4.3't v., as lTIV-r°i S.�o. _ o{ .. -- 01-1 S ; no-: c�c s ;sk .._ �cv S L s ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com Description Ex. (,,,.1k61.•.,‘% By P (JT Checked Date ti /4/112 Date Scale Project .tAtc.4 COm)'nil TOL. W'ila Job No. Int v3,10 Sheet No. 3c) General Beam Analysis Lic. # : KW -06005155 Desaiption : Proposed Design General Beam Properties Foe =:n12016 ProrectsU6103.10 Select Comfort TukwllatSbuchaa11E glneedngl eetco i forted ENERCALC,!NG 1983.20* Bultd:6.16.3.30, Vec6.16.3.30. Licensee : CG ENGINEERING Elastic Modulus 29,000.0 ksi Span #1 Span Length = 36.0 ft Area = 10.0 inA2 Moment of Inertia = 100.0 in"4 * D(0118) D(0.110) , D(0 118) D(0.118) D(0.18) Dr0.010) S(0.150) i Span =36.0n Applied Loads Loads on all spans... Uniform Load on ALL spans : D = 0.090, S = 0.150 klft, Tributary Width = 1.0 ft Loadf s} for Span Number 1 Point Load: D= 0.1180k(a72.50ft Point Load: D=0.1180k7.50 ft Point Load: D=0.1180k(a)12.50ft Point Load : D = 0.1180 k (a)17.50 ft Point Load: D=0.1180k(a)22.50ft DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations. Maximum Bending = Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 42.052 k -ft Maximum Shear = +D+S+H Load Combination 17.640ft Location of maximum on span Span # 1 Span # where maximum occurs 1.970 in 219 0.000 in 0 3.400 in 127 0.000 in 0 4.705 k +D4S+H 0.000 ft Span #1 Vertical Reactions Support notation : Far left Is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum Overall MINimum 40+H 4D4L4H 404Lr4H 4D+S4H 4040.750Lr40.750L+H +D40.750L40.750S#H 4040.60W4H 4D40.70E+H 4040.750Lr+0.750L40.450W41 4040.750L+0.750S40.450W4l 4040.750L40.750540.5250E41 +0.60D+0.60W40.60H 40.60D40.70E40.60H D Only Lr Only L Only S Only W Only E Only H Only 4.705 1.203 2.005 2.005 2.005 4.705 2.005 4.030 2.005 2.005 2.005 4.030 4.030 1.203 1.203 2.005 2.700 4.525 1.095 1:825 1.825 1.825 4.525 1.825 3.850 1.825 1.825 1.825 3.850 3.850 1.095 1.095 1.825 2.700 31 General Beam Analysis Files 62016 Projects‘16103. 10 Select Corptert TulewilaLStructuraPEngineeringlselect comfortec6 • • ,ENERCALC, INC.•19812016, SW1(1.6 16 3 30 Ver:6 16 3 30 Lic. # -06005155 . • - < • • Licensee OG ENGINEERING Description: Proposed w/ 1/4 load per joist General BeamProperties Elastic Modulus 29,000.0 ksi Span #1 Span Length = 36.0 ft 0(0.059) 1. ID(0.059) * 0(0.059) Area = 10.0 inA2 Moment of Inertia = 100.0 inA4 0(0.059) 0(0.004 S(0.1501 0(0.059) Applied Loads Loads on all spans... Uniform Load on ALL spans : 0 = 0,090, S = 0.150 k/ft, Tributary Width = 1.0 ft Load(s) for Span Number 1 Point Load: D= 0.0590 k 2.50 ft Point Load: 0 = 0.0590 k 7.50 ft Point Load: D = 0.0590 k 12.50 ft Point Load: D = 0.0590 k 0 17.50 ft Point Load : D = 0.0590 k 0 22.50 ft DESIGN SUMMARY Maximum Bending = Load Combination +D+S+H Location of maximum on span 17.820ft Span # where maximum occurs Span #1 Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Span = 38.0 ft' Service loads entered. Load Factors will be applied for calculations. Load Combination Location of maximum on span Span # where maximum occurs 40.462 k -ft -Maximum Shear Vertical Reactions Load Combination Support 1 Support 2 Overall MAiimum 4:513 ' 4.422 Overall MINimum 1.088 1.033 +111-11 1.813 1.722 1.813 1.722 +D-i-Lr+1-1 1.813 1.722 40+S+1-1 4.513 4A22 40+0.750Lr+0.750L+H 1.813 1.722 -1-0+0.7501.40,750S+1-1 3.838 3.747 -10+0.60W+H 1.813 1.722 +D+0,70E+H 1.813 1.722 40+0.750Lr40.750L+0.450W+H 1.813 1.722 *D+0.750L40.750S+0.4501N+H 3.838 3.747 +0+0.750L-47505+0.5250E+H 3.838 3.747 40.600+0.60W+0.60H 1.088 1.033 40.60040.70E+0.60H 1.088 1.033 0 Only 1.813 1.722 It Only I. Only S Only 2.700 2.700 W Only E Only H Only 1.970 in 219 0.000 in 0 3.276 in 131 0.000 in 0 Support notation : Far left is #1 Values in KIPS 4.513 0.000 ft Span # 1 March 26, 2016 City of Tukwila Department of Community Development VAUN PODLOGAR 319 ELAINES COURT DODGEVILLE, WI 53533 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0066 SLEEP NUMBER - 17250 SOUTHCENTER PKWY SUITE 100 Dear VAUN PODLOGAR, 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. • 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. Door number 5 on the door schedule is indicated as bathroom, revise to show exit door with related information to include panic hardware. 2. On A6.2 the "IQ" room was somewhat difficult to understand being in isometric. Also I could not see where it is located or clearly identified on all plan sheets and elevation sheets. Provide more clarification and identify the location on all related sheets most specifically how it may affect the means of egress. 3. Either revise the plan A6.2 or provide additional plan details for the construction of the "IQ" structure and specify or show the method for providing seismic bracing. Include dimensions (height and perimeter) and any other necessary dimensions of the structure. 4. The egress pathway leading to door #5 on "Code Plan" A1.0, shows traveling through an opening leading to the back hallway. The plan also shows what appears to be display furniture encroaching on accessible maneuvering space for wheelchair access. Sixty percent of all required exits shall be accessible. Revise the plan to show the exit path shall not have any intrusions to restrict wheelchair access to the exit. 5. Provide or identify a designated unobstructed path of egress to each exit. That path shall be the path where emergency illumination shall be measured to meet the 1 foot candle requirement. (IBC 1006) 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington. 98188 • Phone 206-431-3670 • Fax 206-431-3665 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, 11/11k) Rachelle Ripley Permit Technician File No. D16-0066 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ?ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0066 DATE: 04/22/16 PROJECT NAME: SLEEP NUMBER SITE ADDRESS: 17250 SOUTHCENTER PKWY #100 Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: AT AtA/c `1 )- d Building Division Ii Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 04/26/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: s-ci-e/tA— L DUE DATE: 05/24/16 Cvr� 6-45 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW 0 Staff Initials: 12/1R/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0066 DATE: 03/14/16 PROJECT NAME: SLEEP NUMBER SITE ADDRESS: 17250 SOUTHCENTER PKWY SUITE 100 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: RIM 'V" 1 k\A ° TVI Building Division • Fire Prevention IN Yu he Works Structural L-3 Av/,4 3-1E--/ Planning Division 1111 ❑ Permit Coordinator 111 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 03/15/16 Structural Review Required REVIEWER'S INITIALS: DATE: a APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 04/12/16 Ti Approved with Conditions ❑ Denied Ti (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVI.EWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 1 Fire ❑ Ping ❑ PW ❑ Staff Initials: 11W 12/18/2013 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: 4/ 2-0 ((4) Plan Check/Permit Number: D16-0066 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name:_SLEEP NUMBER Project Address: 17250 SOUTHCENTER PKWY STE 100 Contact Person: ,%l) N POPL-( A-fL Phone Number: (COU '4c1 - l a S O Summary of Revision: ADl? rl 'X35rS 6 Mi SA -AA *r,s' Pe RECEIVED APR 18 2016 PERMIT CENTER Sheet Number(s): Gt, t', G l. 1—> A l. 0 AZ. 0 e A.2 . . A-' E a 4 k *) "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: A/ 414 ❑ Entered in TRAKiT on C:\Users\Rachelle-R\AppData\Local\Microsoft\Windows\Temporary Interne) Piles\Conlent.MSO\B032FAF9.doc Revised: August 2015 Lf -R044,) BURDG DUNHAM/ASSOC CONT' CORP Page 1 of 2 Home Espanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & industries LBURDG DUNHAM/ASSOC CONST CORP Owner or tradesperson Principals BURDG, HARRY L DUNHAM, JAMES C BURDG, PAT C T CORPORATION SYSTEM, AGENT Doing business as BURDG DUNHAM/ASSOC CONST CORP WA UBI No. 601 089 451 Search L&I • SEARCH A -Z Index Help My UT. Workplace Rights Trades & Licensing PO BOX 157 HAMILTON, MO 64644 816-583-2123 Business type Corporation Governing persons HARRY L BURDG JAMES CHAMP DUNHAM; PATRICIA ANN BURDG; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ........................................................................... Meets current requirements. License specialties GENERAL License no. BURDGDC077KQ Effective — expiration 05/18/1993— 06/04/2016 Bond ................ Allied World Specialty Insurance Company Bond account no. s0013290 $12,000.00 Received by L&I Effective date 05/11/2016 05/10/2016 Expiration date Until Canceled Bond history Insurance Amerisure Insurance Company $1,000,000.00 Policy no. CPP20858560302 Received by L&I Effective date 12/30/2015 01/01/2016 Expiration date 01/01/2017 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601089451 &LIC=BURDGDC077KQ&SAW= 5/16/2016 SYMBOLS GENERAL NOTES VICINITY MAP DRAWING INDEX REVISION LOG SALES AREA 100 LBL <00000> 1H, (,4 ROOM DESIGNATION DOOR NUMBER FINISH TYPE WALL TYPE KEYNOTE FIXTURE,EQUIMENT SPECIFICATION DIVISION LEASE LINE EXISTING WALL CONSTRUCTION PARTIAL WALL CONSTRUCTION NEW WALL NEW DOOR EXISTING DOOR Atki 0'0" AFF REFERENCE NORTH ARROW DATUM/ELEVATION GRID LINE ELEVATION REFERENCE SECTION REFERENCE DETAIL REFERENCE REVISION ABBREVIATIONS ACT ACOUSTICAL CEILING TILE AD ABOVE DATUM ADZ ABOVE DATUM ZERO (0.00") AFF ABOVE FINISHED FLOOR ALT ALTERNATE ALUM ALUMINUM APPROX APPROXIMATELY BD BOARD B/0 BOTTOM OF CLG CEILING COL COLUMN CONC CONCRETE CONT CONTINUOUS, CONTINUE CMU CONCRETE MASONRY UNIT D DEPTH (DIMENSION) DTL DETAIL DIA DIAMETER DIM DIMENSION DR DOOR DWG DRAWING EL ELEC EQ EQUIP EX EXT FIN FLR FOF FRP FRT ELEVATION ELECTRIC(AL) EQUAL/EQUIVALENT EQUIPMENT EXISTING EXTERIOR FINISH(ED) FLOOR FACE OF FINISH FIBERGLASS REINF PANEL FIRE RESISTANT TREATED GA GAUGE GYP BD GYPSUM BOARD HC HDWR HM HORZ HR HT/H HVAC HANDICAPPED HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING/VENTILATION AIR CONDITIONING INT INTERIOR JT JOINT LAM LAMINATE LT LIGHT LL LANDLORD MAX MECH MIN MISC MR MTD MTL NIC NO NTS OA OC OD OPP MAXIMUM MECHANICAL MINIMUM MISCELLANEOUS MOISTURE RESISTANT MOUNTED METAL NOT IN CONTRACT NUMBER NOT TO SCALE OVER ALL ON CENTER(S) OUTSIDE DIAMETER/DIMENSION OPPOSITE PART PARTBD PLAT PM PLYWD R REQD REF REV SCHD SHT SIM SPEC SQ SS STD STL SYM TBD THK T/O TYP PARTIAL PARTICLE BOARD PLASTIC LAMINATE PROJECT MANUAL PLYWOOD RADIUS REQUIRED REFERENCE) REVERSE SCHEDULE SHEET SIMILAR SPECIFICATION(S) SQUARE STAINLESS STEEL STANDARD STEEL SYMMETRICAL TO BE DETERMINED THICK TOP OF TYPICAL UL UNDERWRITER LABORATORIES UNO UNLESS NOTED OTHERWISE VCT VERT VIF W W/ WD WWF VINYL COMPOSITION TILE VERTICAL VERIFY IN FIELD WIDTH (DIMENSION) WITH WOOD WELDED WIRE FABRIC 1 WORK DELINEATED IN THESE DRAWINGS AND SPECIFICATIONS SHALL CONFORM TO CODES, STANDARDS AND REGULATIONS THAT GOVERN IN THE JURISDICTION IN WHICH THE WORK IS PERFORMED. 2 REQUIREMENTS AND REGULATIONS PERTAINING TO THE HANDICAPPED MUST BE INCORPORATED IN THE WORK EVEN THOUGH THEY MAY NOT BE LISTED INDIVIDUALLY AND SEPARATELY IN EITHER THE DRAWINGS OR SPECIFICATIONS. 3 IN LOCATIONS WHERE CONCRETE SLAB IS RECENTLY POURED (WITHIN 12 MONTHS PRIOR TO START OF CONSTRUCTION) GC IS RESPONSIBLE FOR PERFORMING A MOISTURE TEST OF SLAB TO INSURE PROPER ADHESION OF CARPET MASTIC TO SLAB. NOTIFY SELECT COMFORT PROJECT MANAGER IF HIGH MOISTURE CONTENT IS A PROBLEM. 4 COMPARE FIELD CONDITIONS WITH ARCHITECTURAL AND ENGINEERING DRAWINGS. ANY DISCREPANCIES SHALL BE DIRECTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO FABRICATION AND/OR CONSTRUCTION. SUBMIT ALL NECESSARY SHOP DRAWINGS PRIOR TO FABRICATION FOR APPROVAL BY ARCHITECT. NO INFORMATION OR DETAILS ON THESE SHEETS MAY BE USED WITHOUT THE PERMISSION OF SELECT COMFORT RETAIL CORPORATION OR THE ARCHITECT. 5. DO NOT SCALE DRAWINGS. 6. UNLESS OTHERWISE SHOWN OR NOTED, TYPICAL DETAILS SHALL BE USED WHERE APPLICABLE. 7. DETAILS SHALL BE CONSIDERED TYPICAL AT SIMILAR CONDITIONS. 8. SAFETY MEASURES: THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF THE PERSONS AND PROPERTY AND FOR INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS. THE ARCHITECT'S OR ENGINEER'S JOB SITE REVIEW IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 9. FIRE RATING REQUIREMENTS PER STATE AND LOCAL CODES. 10. CONSTRUCTION WORK SHALL NOT CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES TO THE MALL AND OTHER MALL TENANTS. 11. CONSTRUCTION OPERATION SHALL NOT BLOCK HALLWAYS OR MEANS OF EGRESS. 12. WITHIN THESE PLANS AND SPECIFICATIONS, "TENANT" IMPLIES: SELECT COMFORT AND "LANDLORD" IMPLIES: WIG PROPERTIES, LLC 13. THE WORK IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR ("GC HEREIN) UNLESS NOTED OTHERWISE. SEE SCOPE OF WORK/RESPONSIBILITY SCHEDULE FOR WORK BY GC. 14. THE TERMS "CONTRACTOR" AND "GC" REFER TO THE TENANT'S GENERAL CONTRACTOR AND THE GENERAL CONTRACTOR'S SUB -CONTRACTORS. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE DIVISION OF WORK AMONG THE GC'S SUBCONTRACTORS (DRYWALL, ELECTRICAL, MECHANICAL, ETC.). 15. THE TERMS "FIXTURE MANUFACTURER" AND "FM" REFER TO THE TENANT'S FIXTURE MANUFACTURER. GC TO REFER TO SECTION 01700 'CLEANING' FOR RESPONSIBILITIES WITH REGARDS TO FIXTURES. 16. DIMENSIONS ARE FROM FINISH TO FINISH UNLESS NOTED OTHERWISE. 17. COMBUSTIBLE MATERIALS SHALL NOT BE USED ABOVE CEILING LINE. 18. MATERIALS WITH A FLAME SPREAD GREATER THAN 75 SHALL NOT BE USED. 19. WOOD STUDS, BLOCKING, PLYWOOD AND THE LIKE SHALL BE FIRE RETARDANT TREATED. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL SHIPMENTS OF TENANT'S FIXTURES PACKAGE AND OTHER OWNER FURNISHED MATERIALS UPON ARRIVAL TO THE STORE OR CONTRACTORS STORAGE AREA. THIS INCLUDES OPENING BOXES AND VERIFYING THEIR CONTENTS AGAINST THE PACKING LIST, CHECKING FOR ANY DAMAGE AND RECORDING IT ON THE BILL OF LADING PRIOR TO THE DRIVER LEAVING. THE GENERAL CONTRACTOR WILL BEAR ANY AND ALL COSTS ASSOCIATED WITH MISSING OR DAMAGED ITEMS FROM THAT TIME UNTIL THE STORE IS TURNED OVER TO THE OWNER. 21. GENERAL CONTRACTOR IS RESPONSIBLE FOR SCREWING STORAGE TOGETHER AND SECURING UNITS TO WALL USING APPROPRIATE ANCHORS FOR WALL CONDITIONS. PER AWI CUSTOM GRADE STANDARDS. 22. BIDDING GENERAL CONTRACTOR AND SUBCONTRACTORS MUST VISIT THE SITE PRIOR TO SUBMITTING BIDS. DEMOLITION AND MODIFICATIONS REQUIRED TO EXISTING SPACE TO COMPLY WITH THESE DOCUMENTS SHALL BE NOTED AND COMMUNICATED TO ARCHITECT AND INCLUDED IN BID PROPOSALS. DEMOLITION REQUIREMENTS SHALL INCLUDE BUT NOT BE LIMITED TO: PARTITIONS, DOORS, STOREFRONT, CEILING, FINISHES, MECHANICAL, PLUMBING, FIRE SPRINKLERS, AND ELECTRICAL. PROVIDE TEMPORARY ELECTRICAL WHEN REQUIRED. 23. GENERAL CONTRACTOR IS RESPONSIBLE FOR FINAL CLEANING OF STORE PRIOR TO PUNCH LIST. CLEAN UP TO INCLUDE BUT NOT BE LIMITED TO: GLASS CLEANING, REMOVING MARKS ON WALL SURFACES, CARPET FINAL CLEANING, TILE (VCT AND CERAMIC) POLISHING, DUSTING FIXTURES AND STOREFRONT SIGN, BROOM CLEANING ALL AREAS OF TENANT SPACE. 24. GENERAL CONTRACTOR, SUBCONTRACTOR, AND VENDORS WAIVE ALL CLAIMS AGAINST THE ARCHITECT AND THE ARCHITECT'S CONSULTANTS FOR CONSEQUENTIAL DAMAGES ARISING OUT OF OR RELATING TO THIS PROJECT. THIS WAIVER IS APPLICABLE, WITHOUT LIMITATION, TO ALL CONSEQUENTIAL DAMAGES. NORTH V 4 estlie6rl autl}xotr. tr leetn.;+i' fv15cy`bLr)r 1s1Irs nod °(}rroll:Jr* f 11240$04# rttcr Litti desl:s3.ty br at 3Lr str.7lore H1�t4 rE4t1r..' is C Ontco:'AginL^itlle �strot}: It�si ILir.. Ti t1xr O jic M i+;tt 3-rery_r3 SHT R DRAWING DATE ISSUED 3/10/16 4/13/16 A ARCHITECTURAL G1.0 COVER SHEET 0 G1 1 RESPONSIBILITIES & SPECIFICATIONS • G1.2 D1.0 A1.0 SCHEDULES • 0 0 DEMO PLAN • LIFE SAFETY PLAN 0 0 A1.1 CODE COMPLIANCE DETAILS • A2.0 ARCHITECTURAL FLOOR PLAN 0 0 ARCHITECTURAL DETAILS 0 A3.1 LIGHT FIXTURE DIMENSION PLAN • A4.0 ROOM FINISH PLAN • A5.0 FIXTURE PLAN 0 0 0 A6.0 INTERIOR SECTIONS AND ELEVATIONS 0 • A6.1 INTERIOR SECTIONS, ELEVATIONS AND DETAILS • • A6.2 SLEEP IQ ROOM ISOMETRIC • A7.0 EXTERIOR ELEVATION 0 0 A7.1 EXTERIOR ELEVATION TOTAL ARCHITECTURAL SHEETS 18 SOUTH UILD1NG 17230 Strulbonlor PorH.ny MECHANICAL CONCEPT B w Q 4 cin • 11)F- 0 w z z_ w a_ o z Q, w o _ Lu w J J PHONE 952-944-7576 FAX 952-944-7585 M1.0 HVAC PLAN • M2.0 SPECIFICATIONS • PLUMBING P1.0 PLUMBING PLAN AND RISER DIAGRAMS ELECTRICAL E1.0 LIGHTING PLAN • E2.0 POWER PLAN 0 E3.0 PANEL SCHEDULES & RISER DIAGRAM 0 E4.0 ELECTRICAL SPECIFICATIONS • TOTAL MEP SHEETS 7 S1.1 STRUCTURAL STRUCTURAL NOTES AND FRAMING PLAN • S2.1 STRUCTURAL DETAILS 0 • WASHINGTON w J to Q m oLu w 2 00 U cn Q F - w w Cn REG.NO. 6369 EXP. DATE 01 JUL DATE: ISSUED FOR DATE 3/2/16 ISSUE SET - LL SUBMITTAL - PLAN REVIEW SUBMITTAL 3/10/16 REVISION 1 3/10/16 MARK A MMARY DESCRIPTION PER LANDLORD COM MENTS 4/13/16 REVISION 2 4/13/16 A PER CITY PLAN REVIEW COMMENTS A A A cc z 0 /w N d' LC) LC) F- Z Z cc • Ill Q J O 2 0 0I- 0. LO Q W w O Z J O Z U)rn2 SELECT COMFORT SOUTHCENTRE SQUARE 17250 SOUTHCENTRE PKWY SUITE 100 TUKWILA, WA 98188 SEPARATE -7. PERMIT REQUIRED FOR: 21A©chanical G''Iectricai Crumbing qiCas Piping City of Tukwila EllifITMG DIVISION REVISIONS No changes shallbe ade to the scope of work without prior approval of Tukwila Building Division. NOT Revisions will require a new plan submittal and may include addtional plan review fees. FILE COPY (� Permit Pao. t(J • 00 C i(/ Ran roview approvEI is subject to errors and omissions. Ar.provill of oonsiruciian documents does not authorize tho vio! tion of any adoptod coda or ordinance. Receipt of approved Field Copy and conditions is acknowledged: ry: Date: 5 / /6 City of Tukwila BUILDING DIVISION LOD PROJECT TEAM ECT COMFORT 2764 Q. FT. LEASED AREA VIF RESPONSIBILITY COMPANY CONTACT PHONE X PROJECT MANAGER SELECT COMFORT LANDLORD ARCHITECURAL DIRECTOR WIG PROPERTIES, LLC L&M ASSOCIATES LTD. ARCH. PROJECT MANAGER L&M ASSOCIATES LTD. JODI HANNA jodi.hanna_@selectcomfort.com DAVID KRUEGER dkruger@wigproperties.com RAY MAZOROL mazorol@L-M.com DANIEL LOFTUS loftus@L-M.com 763.551.6814 425.641 .2044 EXT 102 952.944.7576 952.944.7585 952.944.7576 952.944.7585 MECHANICAL ENGINEER DUNHAM & ASSOCIATES ELECTRICAL ENGINEER STRUCTURAL ENGINEER DUNHAM & CG ENGINEERING CRAIG ENGLE craig.engle@dunhamenq.com ANTHONY CARCHEDI MIKE MAECHLER mikem@cgengineering.com 612.465.7550 612.465.7550 425.778.8500 425.778.5536 7-7: - J es •tai• ?:' APPROVED , MAY 0 5 2016 S Vgl City of Tukwila bLIILUINION number. >- LU 0_ CC Q cc 00 0 00 d co w rn F- I F - Z D O w 0 O b. I=-OUJ 0 N ~ �C oe 0N00 a (nr-(f) m J 0 J 0 0 m h SC STORE # 1604.785 LM PROJECT NO 0 M M z 0 LU CC PER LL CMNT CITY CMNTS 0 z CODE ANALYSIS WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS & DRAWINGS, AND SHALL SATISFY APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF GOVERNING BODIES INVOLVED ANY MODIFICATION TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE AT THE EXPENSE OF GC, PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR INVOLVED. APPLICABLE CODES: BUILDING: 2012 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMENDMENTS MECHANICAL: 201 2 INTER NATIO NAL MECHANICAL CO W/ WASHINGTON STATE AMENDMENTS PLUMBING: 2012 UNIFORM PLUMBING CODE W/ WASHINGTON STATE AMENDMENTS ELECTRICAL: NATIONAL ELECTRICAL CODE (NFPA 70) ACCESSIBILITY: ICC/ANSI Al 17.1 2009 FIRE: 2012 INTERNATIONAL FIRE CODE W/ WASHINGTON STATE AMENDMENTS DE BUILDING DATA: TYPE OF CONSTRUCTION: II -B OCCUPANCY GROUP: MERCANTILE MATERIAL SUPPLIER UPON AWARD OF CONTRACT, GC TO CONTACT SUPPLIERS TO SCHEDULE DELIVERIES USING SELECT COMFORT ORDERING FORM ABB. MATERIAL SUPPLIER SM STOREFRONT SIGN(S) TUBE ART CONTACT PAUL GENGE slee. number • tubeart.com PHONE SEISMIC DESIGN CATEGORY: CATEGORY D FIRE SUPPRESSION: FULLY SPRINKLED TENANT SEPARATIONS: 1 -HR MAX. TRAVEL DIST. ALLOWED: 250'-0" MAX. ACTUAL TRAVEL DISTANCE: 60'-0" EGRESS PLAN: SHEET Al .0 EXITS: 2 REQUIRED 2 PROVIDED ENERGY: 2012 IIECC W/ WASHINGTON STATE ENERGY CODE PLUMBING SYSTEMS: ACCESSIBLE TOILET ROOM: DRINKING FOUNTAIN PROVIDED: 509.469.8186 EXT 1403 651.982.6220 651.982.6221 800.325.0963 EXT 512 800.622.6228 EXT 24747 800.622.6228 EXT 24747 763.551.7000 866.933.3456 509.469.8186 EXT 1403 1 MALE, 1 FEMALE 1 ACCESSIBLE HI/LO DRINKING FOUNTAIN SERVICE SINK: 1 UTILITY SINK OCCUPANT LOAD BASED ON AREA CALCULATION AND USE: SALES AREA 2107 SQ. FT. (USABLE FLOOR SPACE)(30 SQ. FT / OCCUPANT) 70 OCCUPANTS NON SALES AREA 231 SQ. FT. (USABLE FLOOR SPACE)(300 SQ. FT / OCCUPANT) 1 OCCUPANT TOTAL USABLE AREA 70 TOTAL OCCUPANTS TOTAL LEASED AREA 2764 SQ. FT. SCHEDULE OF RESPONSIBILITIES BY SPECIFICATION SECTION RESPONSIBILITY CODE FURNISH INSTALL FURNISH INSTALL EX EXISTING TO REMAIN LL LANDLORD SC SELECT COMFORT (TENANT) GC TENANT GENERAL CONTRACTOR C7 z U) X w U 0 -J -J SC VENDOR U 0 U U) 0 I -- U) X w SC VENDOR C7 z 1- X w C VENDOR U C7 U CD z_ I -- U X w C VENDOR MASTER FORMAT DIVISION/SECTION MASTER FORMAT DIVISION/SECTION 01 GENERAL REQUIREMENTS 014100 BUILDING PERMIT AND FEES .1 BUILDING PLAN CHECK FEES .2 SIGN PERMIT .3 SIGN PLAN CHECK FEE .4 OTHER 014533 INSPECTIONS 015113 TEMPORARY ELECTRICAL AND LIGHTING 015123 TEMPORARY HEAT 015133 PHONE 015600 TEMPORARY BARRICADE 017400 CLEAN UP AS REQUIRED BY LOCAL BUILDING DEPARTMENT. FEES PAID BY G.C. AS REQUIRED BY LOCAL BUILDING DEPARTMENT. FEES PAID BY G.C. AS REQUIRED BY LOCAL BUILDING DEPARTMENT. FEES PAID BY G.C. AS REQUIRED BY LOCAL BUILDING DEPARTMENT. FEES PAID BY G.C. i ALL OTHERS AS REQUIRED BY LOCAL BUILDING AND FIRE DEPARTMENTS. PROVIDED BY AND INSTALLED BY GC AS REQUIRED. AS REQUIRED. TENANT CONTRACTOR TO PROVIDE JOB SITE PHONE FOR USE BY G.C. AND TENANT. AS REQUIRED BY LANDLORD AND TENANT, GC TO PROVIDE AND INSTALL GRAPHICS ON BARRICADE. DAILY AND FINAL AT JOB COMPLETION, DUST FREE. 09 FINISHES (CONTINUED) 092900 GYPSUM BOARD 092900 MOISTURE RESISTANT GYPSUM BOARD 093000 PORCELAIN TILE 095000 ACOUSTICAL CEILINGS 096513 VINYL BASE 096513 REDUCER STRIP 096519 VINYL COMPOSITION TILE 096800 CARPET 097200 FIBERGLASS REINFORCED PANEL 02 SITE WORK 024100 DEMOLITION 03 CONCRETE 033000 CONCRETE SLAB 033000 CONCRETE SLAB INFILL 036213 EXPANSION JOINT MATERIAL 035300 FLOOR PATCH 038000 SLAB CUTTING AS REQUIRED. COORDINATE WITH EXISTING IN SLAB ITEMS AND STRUCTURAL MEMBERS. SOIL TERMITE TREATMENT, COMPACTED FILL, VAPOR BARRIER, CONCRETE SLAB INFILL AT BLOCKED OUT LOCATION TO MATCH EXISTING OR AS NOTED ON PLAN. AS REQUIRED. AS REQUIRED, ALL FLOORS ARE TO BE MADE SMOOTH AND LEVEL. CORE DRILL OR TRENCH AND PATCH EXISTING SLAB AS REQUIRED FOR COMPLETION OF WORK. 097200 VINYL WALL COVERING 099700 FLOOR SEALER 099000 PAINT 10 SPECIALTIES 101400 STOREFRONT SIGN 101400 INTERIOR VINYL WALL SIGNAGE 101400 INTERIOR GRAPHIC PANELS 104416 PORTABLE FIRE EXTINGUISHERS 105600 MISC STORAGE AREAS ti 5/8" TYPE "X" GYPSUM BOARD; LEVEL 5 FINISH. TOILET ROOM & WET LOCATIONS; SEE WALL SCHEDULE. LEVEL 5 FINISH. ENTRY FLOORING SUPPLIED AND INSTALLED BY GC. CONTACT SELECT COMFORT VENDOR FOR ORDERING. AT1 AND AT2 AS INDICATED. VINYL REDUCER STRIPS BY CARPET INSTALLER. VCT WITH WATERPROOF MEMBRANE AS REQUIRED; GC TO VERIFY REQUIREMENTS W/ LL. CARPET AND GLUE SUPPLIED BY VENDOR; INSTALLED BY GC. FRP AS INDICATED. CONCEPT BY 4 4 a I- 0 U) w z z_ w Q 0_ z w 0 w PHONE 952-944-7576 952-944-7585 ALL RIGHTS RESERVED 4 WC1, WC2, WC3 SEAL EXPOSED CONCRETE WITH (2) COATS CS1. PRIME AND PAINT (2) FINISH COATS. GC TO COORDINATE INSTALLATION WITH SIGN MANUFACTURER. GC TO COORD SIGN INSTALLATION WITH PROJECT MANAGER. GC TO COORD SIGN INSTALLATION WITH PROJECT MANAGER. CLASS A -B -C DRY CHEMICAL 10 -POUND EXTINGUISHER AS DESIGNATED BY THE TENANT AND FIRE MARSHAL; VERIFY LOCATION AND QUANTITY WITH FIRE MARSHAL. M. STANDARDS, LOW PRESSURE LAMINATE SHELVES (12"DEEP, 5 TIERS), KNIFE BRACKETS. REG.NO. 6369 EXP. DATE 01 JULY 17 04 MASONRY 102800 TOILET ROOM ACCESSORIES AS REQUIRED; SEE TOILET ROOM NOTES AND DETAILS. 05 051200 METALS BUILDING STRUCTURAL STEEL EXISTING TO REMAIN. 11 EQUIPMENT 112000 BED PUMPS BED PUMP UNITS 055000 METAL FABRICATIONS PROVIDE INCIDENTAL FRAMING INCLUDING BUT NOT LIMITED TO ROOF PENETRATION FRAMING, REINFORCING ANGLES AT RTU, DUCTS, VENTS, ETC. AS REQUIRED TO PERFORM WORK AS INDICATED IN THESE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL PLANS. C1� 0 0 N d' Lf) Ln H Z Z O=O UI - Lo a, LU O Z O Z LU CO 12 FURNISHINGS 125000 SALES AREA 06 WOOD AND PLASTICS POS COUNTERS, ACCESSORY UNITS AND FIXTURES TO BE ASSEMBLED BY GC AND INSTALLED PER AWI CUSTOM GRADE STANDARDS. 061000 WOOD BLOCKING FIRE RETARDANT TREATED, WHERE REQUIRED. 061600 PLYWOOD FIRE RETARDANT TREATED, WHERE REQUIRED. 13 SPECIAL CONSTRUCTION 064600 WOOD BASE SUPPLIED IN SHAPES AND PROFILES AS SHOWN. 14 CONVEYING SYSTEMS 07 THERMAL AND MOISTURE CONTROL 071100 WATERPROOFING PROVIDE RUBBERIZED ASPHALT SHEET OR LIQUID APPLIED WATERPROOF MEMBRANE AND BASE INSTALLED IN ACCORDANCE WITH LANDLORD REQUIREMENTS. 21 FIRE SUPPRESSION 211000 SPRINKLER SYSTEM 079200 CAULKING AS REQUIRED AT WEATHER EXPOSED AREAS AND TOILET ROOM. ALTERATION TO EXISTING SYSTEM GC TO VERIFY FIRE ALARM REQUIREMENTS WITH MALL OPERATIONS U 0 e a. SOUTHCENTRE SQUARE 0 w CC F - Z co LU 0) = Q � O 0 O Q O w LC) co co 0 I- SC STORE # 1604.785 0 z I- U W 0 cc a J >- 08 DOORS AND WINDOWS 081100 081400 083100 METAL DOOR WOOD DOOR ACCESS PANELS 084113 STOREFRONT DOORS 088500 GLAZING ACCESSORIES 087100_ 088000 STOREFRONT HARDWARE STOREFRONT GLASS 088713-A GLAZING SURFACE FILMS SEE DOOR SCHEDULE. PROVIDE CONCEALED ACCESS PANELS IN GYP BD CLG AND WALLS AS INDICATED OR AS REQD BY CODE. SEE DOOR SCHEDULE. GLAZING SYSTEM AS DETAILED IN PLANS WITH CUSTOM FINISH. CUSTOM DOOR PULLS SUPPLIED BY SC VENDOR, INSTALLED BY GC. SEE DOOR SCHEDULE. TEMPERED GLASS PER PLANS. 3M CM50 CERAMIC SERIES CLEAR WINDOW SOLAR CONTROL FILM (NO SUBSTITUTIONS). INSTALL ON INTERIOR SIDE OF ALL GLASS SURFACES UNLESS NOTED OTHERWISE ON PLANS (GLASS AREAS WHICH ARE TO REMAIN VISIBLE TO INSIDE FROM EXTERIOR, E.G. SALES AREAS) AND PER MANUFACTURER'S INSTRUCTIONS. 088713-B GLAZING SURFACE FILMS 088713-C GLAZING SURFACE FILMS 09 092116 092116 FINISHES DEMISING WALLS INTERIOR PARTITIONS SOLAR GARD WHITE OPAQUE SOLAR CONTROL FILM OR EQUAL, SELF -ADHERING AND CONTAINING ABSORBERS/INHIBITORS TO REDUCE ULTRA VIOLET RAYS AND SOLAR HEAT GAIN. INSTALL ON INTERIOR SIDE OF GLASS AS INDICATED ON PLANS (GLASS AREAS WHICH ARE NOT TO REMAIN VISIBLE TO INSIDE FROM EXTERIOR) AND PER MANUFACTURER'S INSTRUCTIONS. ENTRY DOOR ICON FILM. 20 GA. METAL STUDS AT 16" O.C. (MAX) 22 PLUMBING 221000 PLUMBING 223000 WATER HEATERS 224200 PLUMBING FIXTURES SEE PLUMBING SHEETS. SEE PLUMBING SHEETS. SEE PLUMBING SHEETS. 23 230000 MECHANICAL HVAC 233000 EXHAUST FAN 230900 TEMPERATURE CONTROLS 233300 FIRE DAMPER SEE MECHANICAL SHEETS. SEE MECHANICAL SHEETS. SEE MECHANICAL SHEETS. r REVIEWED -TOR CODE COMPLIANCE ' APPROVED mss. MAY 0 5 2016 W F- a 0 City of Tukwila BUILDING-M=10N.] PROVIDE FIRE DAMPERS WITH FUSIBLE LOUVERS PER MECHANICAL PLANS. z 0 LU aaa as al 26 ELECTRICAL 260000 DISTRIBUTION IN TENANT'S SPACE 261000 PANELS 261000 VOLTAGE AND PHASE 261000 METERING 261000 DUPLEX OUTLETS 265000 LIGHT FIXTURES SEE ELECTRICAL SHEETS. SEE ELECTRICAL SHEETS. SEE ELECTRICAL SHEETS. SEE ELECTRICAL SHEETS. RECEIVED CITY OF TUKWILA MAR 14 201F PERMIT -CENTER ----- SEE ELECTRICAL SHEETS; COVER PLATES TO MATCH ADJACENT SURFACE COLOR. TO BE PURCHASED FROM SC VENDOR SEE LIGHT FIXTURE SCHEDULE AND ELECTRICAL SHEETS. 092216 092216 092216 092216 STOREFRONT FRAMING PLUMBING WALL FURRING "CEE" JOIST 20 GA. METAL STUDS AT 16" O.C. (MAX) 20 GA. METAL STUDS AT 16" O.C. (MAX) AS REQUIRED. 16 GA. METAL JOISTS AS SHOWN / REQUIRED. 27 COMMUNICATIONS 272000 P.O.S. TERMINAL 273000 TELEPHONE 092226 CEILING FRAMING 20 GA. METAL JOISTS AT 16" O.C. (MAX) 274000 CONDUIT AND COAX CABLE RUN 274000 SPEAKERS DOCUMENT DATE 23 FEBRUARY 16 -J a U- I- cc W a. 2 cc CHECKED BY POS TERMINAL; SEE ELECTRICAL SHEETS. CONTACT LOCAL TELEPHONE COMPANY. GC TO PROVIDE AND INSTALL CONDUIT AS INDICATED ON ELECTRICAL SHEETS SPEAKERS BY SELECT COMFORT: CONTACT NEWSTOREREQUESTS@SELECTCOMFORT.COM -WIRE BY GC: IW-2-22GA COPPER TWISTED WIRE CABLE. 10' COILED AND LABELED AT MUZAK PLAYER. SYMBOL 0 © PAIR 3'0"x7'0' FRAME MATCH EXISTING HOLLOW METAL HOLLOW METAL DR/TRIM FIN MATCH EXISTING HOLLOW METAL HOLLOW METAL HOLLOW METAL NOTES NEW DOORS, INTEGRAL TO EXISTING SYSTEM STOCK ROOM DOOR TOILET ROOM DOOR TOILET ROOM DOOR REAR SERVICE DOOR POCKET DOOR, FINISH PT4 DISPLAY SIDE HARDWARE GROUPS: SYM ID DESCRIPTION FIXTURE MFR MODEL NUMBER MAX. WATTAGE COMMENTS V LED TRACK MTD HEAD JUNO T261 L-3K-N-WH/SP31367-BL 19 WATTS TRACK HEAD - SEE LIGHTING PLAN FOR LAYOUT SURF MTD TRACK W/CONNECTIONS JUNO T2WH, T4WH TRACK FOR "A" HEADS • 6" LED RECESSED DOWNLIGHT INDY L6-2330U-G2/L600P-CL/HB-TL 29 WATTS 0 CF 4" LED RECESSED DOWNLIGHT INDY LA4-23301 /LA400S-CL/HB-TL 33 WATTS RECESSED DOWNLIGHTING, 'B -NL' =NIGHT LIGHTING FIXTURE, 'B -EM' =EMERGENCY LIGHTING FIXTURE, RECESSED DOWNLIGHTING WITH FACTORY INSTALLED 7W/300mA EMERGENCY BATTERY BACK UP DOWNLIGHT WITH FLOOD OPTICS a CS 4" LED RECESSED DOWNLIGHT INDY LA4-23301 /LA400S-CL/HB-TL 33 WATTS DOWNLIGHT WITH SPOT OPTICS 4" LED RECESSED DOWNLIGHT INDY LA4-13301-G2/L400P-CL/HB-TL 29 WATTS RECESSED DOWNLIGHTING, 'B -NL' =NIGHT LIGHTING FIXTURE, 'B -EM' =EMERGENCY LIGHTING FIXTURE, RECESSED DOWNLIGHTING WITH FACTORY INSTALLED 7W/300mA EMERGENCY BATTERY BACK UP. 24" LINEAR LED BAR LITON LULEDB24 8 WATTS SOFFIT HALO LIGHTING F4 FLUORESCENT W/ LENS SURFACE MOUNTED CREE LS4-40L-40K-10V 43 WATTS STORAGE ROOM CONCEPT BY: 4 4 U) a 0 w z z w ET a- z w 0 w 952-944-7576 w z 0 FAX 952-944-7585 SYMBOL DESCRIPTION MANF. MODEL NUMBER COMMENTS F8 FLUORESCENT W/ LENS SURFACE MOUNTED CREE LS8-40L-40K-1 OV 89 WATTS STORAGE ROOM EXHAUST FAN SEE MECHANICAL SHEETS FOR MAKE/MODEL. SWITCH WITH TOILET ROOM LIGHT. EMERGENCY LIGHT EXITRONIX LL50-H UNIVERSAL EMERGENCY LIGHT O SPEAKER PROVIDED BY SELECT COMFORT. SEE RESPONSIBILITY SCHEDULE. GROUP 1 BUTTS: PULL SET: LOCK: MISC: EXISTING TO REMAIN CUSTOM PULLS, INSTALLED BY GC "BEST LOCK" 7PIN CYLINDER THRESHOLD AND WEATHER STRIP INTEGRAL TO SYSTEM. DECAL W/ 1" MIN. HIGH LETTERING 'DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED.' P EXIT SIGN PENDANT EXITRONIX LIGHTOLOGY VEX -U -BP -WB -WH NUE346375 540 WATTS UNIVERSAL LED EXIT SIGN - WHITE DETERMINE NO. OF FACES PER PLAN SLEEP IQ ROOM CHANDELIER PENDANT LAMPS: (36) A15/CANDELABRA (E12) 15W/120V INCANDESCENT ■ SUPPLY AIR TITUS TMS SUPPLY AIR TITUS 300RL RETURN AIR TITUS PAR WASHINGTON w J cn Q CC _D c r0 ow LU oO cc �Q H W w 2 U) REG.NO. 6369 EXP. DATE 01 JULY GROUP 2 GROUP 3 BUTTS: PRIVACY SET: CLOSER: STOP: BUTTS: PUSH/PULL SET: CLOSER: KICK PLATE: STOP: 11/2 PAIR, 4 1/2" BALDWIN 1046 BUTTON TIP 264 FINISH SCHLAGE A -SERIES LEVON (LEVER HANDLE) A40 626 FINISH LCN 4020 PUSH SIDE OR 4020T PULL SIDE (SIDE OF DOOR OPPOSITE FROM SALES AREA), ALUMINUM FINISH BALDWIN 4000 264 FINISH 1 1/2 PAIR, 4 1/2" BALDWIN 1046 BUTTON TIP 264 FINISH IVES 8103-8-US28-H PULL, 8200-5-US28-6X12 PUSH PLATE LCN 4020 PUSH SIDE OR 4020T PULL SIDE (SIDE OF DOOR OPPOSITE FROM SALES AREA) ALUMINUM FINISH IVES 8400-US28-8X32-B4ECS PUSH SIDE BALDWIN 4000 264 FINISH TAG LIGHT FIXTURE SCHEDULE SCALE: NA MATERIAL TYPE MANUFACTURER SPECIFICATION COLOR FLAME SPREAD CLASSIFICATION NOTES CEILING SYMBOLS SCALE: NA IMAGE TYPE SPECIFICATION NOTES AT1 ACOUSTIC CEILING TILE USG 24"X24"X5/8" 2220 RADAR CLIMAPLUS WHITE CLASS A 15/16" DONN DX WHITE GRID GROUP BUTTS: 4 EXIT DEVICE: LOCK: KICKPLATE: EXISTING TO REMAIN EXISTING TO REMAIN OR VON DUPRIN 98-EO-ALK-3-US26D "EMERGENCY EXIT ONLY ALARM WILL SOUND" DECAL "BEST LOCK" 7PIN CYLINDER EXISTING TO REMAIN OR IVES 8400-US28-8X32-B4ECS AT2 AT3 ACOUSTIC CEILING TILE ACOUSTIC CEILING TILE USG USG 24"x48" FISSURED 562 SQ 24"X24"X5/8" 2225 RADAR CLIMAPLUS PENE RATING SEALER CS1 CONCRE SEALER GENERIC WHITE WHITE CLASS A FIRE RATED 15/16" DONN DX WHITE GRID 15/16" DONN DX WHITE GRID CLEAR CLASS A (2) COATS OVER EXPOSED SLAB BUILD -OUT WALL: 3 5/8" 20GA MTL STUDS 16"OC BRACED TO ADJACENT WALL FOR LATERAL SUPPORT. 5/8" TYPE 'X' GYP BD TO 6" ABOVE CEILING LINE (MR BOARD AT TOILET ROOM AND WET LOCATIONS). PREP WALL TO RECEIVE NEW FINISH. GROUP 5 FRAME: PULL: PRE -HUNG DOOR W/ INTEGRAL FRAME RECESSED PULLS- ALUMINUM FINISH FC1 FLOOR COVERING (PORCELAIN) SANT' AGOSTINO ASPEN 6"X36" SUNSET CSAASSUNO0 CLASS 1 FC2 CARPET MORA► K ,Z I 0 U R 9 SN CLASS 1 SLEEP IQ ROOM FLOORING, 1/3 OFFSET PATTERN. GROUT: LATICRETE 27 HEMP, 1/8" GROUT WIDTH PAT 'N S RUN PER NDICU R • EN 'Y FURRED WALL: 7/8" 20GA HAT CHANNEL 16"OC RAN HORIZONTALLY. 5/8" TYPE 'X' GYP IF NEEDED BD TO 6" ABOVE CEILING LINE. PREP WALL TO RECEIVE NEW FINISH. FC3 FLOOR COVERING (PORCELAIN) FLORIM FC4 AREA RUG BOLON FL.IW.WAL0624 (6" X 24") ETHNIC 5120-3076 WOOD WALNUT AKKA CLASS 1 PATTERN TO RUN PARALLEL TO ENTRY,GROUT: LATICRETE PERMACOLOR LT2559 'ESPRESSO' SUPPLIED BY FIXTURE MANUFACTURER PLUMBING WALL: 6" 20GA MTL STUDS 16"OC SEE SHEET A2.1 SECURED TO STRUCTURE ABOVE FOR LATERAL FOR LATERAL SUPPORT. 5/8" TYPE 'X' MR GYP BD TO 6" BRACING ABOVE CEILING. PREP WALL TO RECEIVE NEW DETAIL FINISH. z C� 0 MI H Z °Cw O Q O H Lu 0 w co U) C3) w CC d w CC z w 0 J 0 o_ w c H z w rn = < H O w H C _J D N z 2 vi J a_ w z o0 00 m H W CC 0 H U) U U) 1604.785 LM PROJECT NO DOOR TYPES: FC5 VINYL FLOOR COVERING ARMSTRONG OR EQUAL EXCELON COOL WHITE CLASS 2 TOILET ROOM FLOORING (SHEET EQUIVALENT IF REQ'D) TYPE A FRAMED GLASS TYPE B HOLLOW METAL TYPE C HOLLOW METAL TYPE D HOLLOW METAL TYPE E HOLLOW METAL FC6 CERAMIC TILE FLORIDATILE "RHYME" 12"X24" IVORY STACCATO PATTERN TO RUN PERPENDICULAR TO ENTRY, GROUT: LATICRETE #78 STERLING SILVER FC7 CERAMIC TILE MOSA TILE TERRA TONES 24"X24" 215XV NEW STOREFRONT CERAMIC TILE FINISH CORRIDOR WALL: UL U465 3 5/8" 20GA MTL STUDS 16"OC SECURED TO STRUCTURE ABOVE SEE SHEET A2.1 FOR LATERAL SUPPORT. 5/8" TYPE 'X' GYP BD FOR LATERAL TO 6" ABOVE CEILING LINE (MR BOARD AT BRACING TOILET ROOM AND WET LOCATIONS). PREP DETAIL WALL TO RECEIVE NEW FINISH. W H O 0 M M Z.17 FRP FIBERGLASS REINFORCED PANEL MARLITE SYMMETRIX OR EQUAL 4"X4" SCORE PATTERN WHITE CLASS C TOILET ROOM AND MOP SINK WAINSCOT MT1 METAL GENERIC AMERICAN PRODUCTS, INC. API #1101 SATIN CLEAR ANODIZED STOREFRONT BRAKE METAL MT2 METAL GENERIC AMERICAN PRODUCTS, INC. API #0215PC MIDNIGHT BLUE POWDER COAT CUSTOM POWDER COATED STOREFRONT BRAKE METAL INTERIOR PARTITION WALL: 3 5/8" 20GA MTL STUDS 16"OC SECURED TO STRUCTURE ABOVE SEE SHEET A2.1 FOR LATERAL SUPPORT. 5/8" TYPE 'X' GYP BD FOR LATERAL TO 6" ABOVE CEILING LINE (MR BOARD AT BRACING TOILET ROOM AND WET LOCATIONS). PREP DETAIL WALL TO RECEIVE NEW FINISH. z 0 (75 W cc PER LL CMNT CITY CMNTS zaa aaa as PT1 PAINT GLIDDEN PROFESSIONAL 50BG 72/006 TULLE WHITE WALLS: LO SHEEN EGGSHELL LATEX CEILINGS/SOFFITS: FLAT LATEX DOORS/JAMBS: SEMI GLOSS ALKYD GENERAL DOOR AND HARDWARE NOTES: PT2 PAINT GLIDDEN PROFESSIONAL 30YY 20/029 MANSARD STONE SLEEP IQ ROOM SOFFIT COVE, SEE PLANS AND ELEVATIONS FOR LOCATIONS INTERIOR PARTIAL HEIGHT WALL: 3 5/8" 20GA MTL STUDS 16"OC TO 5'-6"AFF 5/8" TYPE 'X' GYP BD TO ALL EXPOSED SIDES. PREP WALL TO RECEIVE NEW FINISH. 1. PROVIDE AND INSTALL REESE SMOKE SEAL F -897B AT RATED DOORS. 2. RATED DOORS SHALL HAVE CLOSERS W/O HOLD OPEN DEVICES. 3. EXIT DOOR HARDWARE SHALL COMPLY WITH BUILDING CODE AND ADA REQUIREMENTS. 4. EXIT DOORS SHALL ALLOW EGRESS WITH ONE SINGLE ACTION DEVICE. 5. RATED DOORS AND HARDWARE SHALL HAVE MANUFACTURERS' RATING LABEL. 6. NO HOLD OPEN DEVICES ON EXTERIOR ENTRY DOORS. 7. PROVIDE SWEEP AND SEAL ON ALL SERVICE DOORS. 8. ENTRY AND SERVICE DOOR LOCKSETS TO ACCOMMODATE 'BEST LOCK' 7PIN CYLINDER. GC TO PROVIDE TEMPORARY 'CONSTRUCTION' CORES AND KEYS FOR CONSTRUCTION PERIOD. GC RESPONSIBLE FOR REPLACING CORES UPON COMPLETION OF THE PROJECT WITH CORES PROVIDED BY SC PROJECT MANAGER. 9. DOOR OPENING FORCES SHALL BE THE MINIMUM ALLOWED BY THE LOCAL CODE AUTHORITY FOR FIRE DOORS AND 5.0 POUNDS MAXIMUM FOR INTERIOR HINGED, SLIDING OR FOLDING DOORS. PT3 DOOR AND HARDWARE SCHEDULE SCALE: NA PT4 PAINT PAINT REMOVED SHERWIN WILLIAMS BENJAMIN MOORE VW' 7069 2063-10 IRON ORE OLD NAVY BASE: SEMI -GLOSS SLEEP IQ ROOM TRIM, SEE PLANS AND EXISTING EXTERIOR WALL: EXISTING STUDS & GYP BD TO REMAIN. REPAIR PER UL SPECIFICATIONS (VERIFY UL DESIGN NUMBER W/ LANDLORD) WHERE REQUIRED. PREP WALL TO RECEIVE NEW FINISH. DOCUMENT DATE 23 FEBRUARY 16 J 2 DRAWN BY 0 SUED FOR PRELIMINARY LL H 2 cc W 2 CHECKED BY VB1 VINYL BASE JOHNSON ITE 168 - 4" COVE BASE THUNDER CLASS 1 WA L-A'SE- S'TO/RAO-E T2)tL'E-T'AND'U ROOMS WC1 WALL COVERING CUSTOM CUSTOM GRAY SIGNATURE PATTERN CUSTOM CLASS A iFIT WALL, WALL COVERING, PROVIDED BY SC VENDOR, INSTALLED BY SC GC WC2 WALL COVERING CUSTOM HOT/COLD WALL FIXTURE CUSTOM WB1 WOOD WALL BASE BY FIXTURE MANUFACTURER 4"X 3/4" MDF BASE PT3 CLASS C PROVIDED BY SC VENDOR, INSTALLED BY SC GC PROVIDED BY SC VENDOR, INSTALLED BY SC GC FINISH SCHEDULE SCALE: NA REVIEWED FOR .ODE COMPLIANCE 't APPROVED MAY OD x.016 COY' Of itgavila BUINOikanalislotsi WALL TYPE SCHEDULE RECEIVED CITY OF TUKWILA APR 18 2016 PERMIT CENTER SCALE: NA DVD4-00(e6 H W W U) W -J H H w J 0 CONCEPT B 1 SERVICE SINK TO BE INSTALLED, SEE PLUMBING DRAWINGS EXISTING DRINKING FOUNTAIN SHALL REMAIN REPAIR OR REFURBISH AND CLEAN TO "LIKE NEW" CONDITIONS QAc)'° DEMOLITION PLAN II II \ L-- LL I—�===_ ELF -- I T L 1 RE II II 1 II \ I I II II \ I111 1 I —71 � II dE____ 7F __ 1 _RE El= __=_17 L NOTE: GC TO PERFORM FIELD SURVEY TO DETERMINE EXTENT OF DEMOLITION PRIOR TO SUBMITTING BID DEMO ALL PARTITIONS & DOORS AS INDICATED & ALL ASSOCIATED CEILINGS, LIGHTING, FLOORING, ETC. // \� \\ EXISTING TOILET ROOM FIXTURES AND FINISHES SHALL REMAIN REPAIR OR REFURBISH AND CLEAN TO "LIKE NEW" CONDITIONS UoOD REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2015 City of Mimi la BUILDIN �' RECEIVED CITY OF TUKWILA MAR 14 2016 PERMIT CENTER SCALE: 1/4" = 17-0" REG.NO. 6369 EXP. DATE 01 JULY 17 N d' LC) �-ZZ • Lij • Q J O H w O Z Woez 01, 0 E } wEL, CC acc CO H 00 O z co Lu o� H j z:o Ou)OQ f-ow� O N 0 0 (/) r- U 0 m H SC STORE # 1604.785 LM PROJECT NO. w I- 0 z 0 w cc d z DOCUMENT DATE 23 FEBRUARY 16 0 DRAWN BY w I- 0 ISSUED FOR PRELIMINARY J z L I- 2 a. w cc CHECKED BY D w J I- DEMOLITION PLAN GC TO PROVIDE & INSTALL 2:A 10B -C DRY CHEMICAL FIRE EXTINGUISHER LOCATED PER FIRE MARSHAL PROVIDE TACTILE EXIT SIGNAGE - SEE DETAIL A3/A1 .1 HALLWAY AY r 102 103 SF 30"x48" CLEAR FLOOR AREA AT 34" HIGH ACCESSIBLE SERVICE COUNTER GC TO PROVIDE & INSTALL 2:A 10B -C DRY CHEMICAL FIRE EXTINGUISHER LOCATED PER FIRE MARSHAL PROVIDE TACTILE EXIT SIGNAGE - SEE DETAIL A3/A1.1 z 2 co0 MAXIMUM ACTUAL TRAVEL DISTANCE 60'-0" TO AN EXIT 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.3.1 Illumination level under emergency power. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle and a minimum at any point of 0.1 foot-candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle at the end of the emergency lighting time duration. A maximum -to - minimum illumination uniformity ration of 40 to 1 shall not be exceeded. CODE PLAN SCALE: 1/4" = 1 '-0" 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot-candle at the walking surface. 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings...tor exit discharge dourwdy5... ,, t (p REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 182016 OPERMIT CENTER CONCEPT BY: 0 H J w I— a C.) C/)0 U) O VALLEY VIEW 4.o w H as zo z_ d w� E a -t a. N Z rn w Q W WASHINGTON ALL RIGHTS RESERVED CO 0 r J rn� O M 0 CO w H O Q Z w X CC w N I— z z cc a 0 = 0 rn 0_ 1-u7 w w O z J 0 z U.Jrn� 0 I— SC STORE # 1604.785 LM PROJECT NO. } J 0 co N z 0 w cc CITY CMNTS z DOCUMENT DATE 23 FEBRUARY 16 J 2 0 DRAWN BY w H 0 ISSUED FOR PRELIMINARY J z L 2 2 CHECKED BY 0 w J H H LIFE SAFETY PLAN 2 0 Z N rn 1 1/2" 36" MIN N IS) FRP WAINSCOT 6" MAX , 8" MI •1 1 " MIN VB1 ELEVATION 'A' w , r, U- 0cc rn co O N 16"-18" 2 0 w > 00 WQ JLJ.. W� W � O cn N L0 FRP WAINSCO X VB1 60" MIN 15" '4 /MINS ELEVATION 'B' ELEVATION 'C' A. GC SHALL FURNISH ALL ACCESSORIES, INCIDENTAL TRIM PIECES, ETC. FOR A COMPLETE INSTALLATION, INCLUDING BUT NOT LIMITED TO THE FOLLOWING MIRROR: BOBRICK B-290 2436 OR EQ. PAPER TOWEL DISPENSER: BOBRICK B-253 OR EQ. SOAP DISPENSER: NOT REQUIRED. HANDICAP LAVATORY: LEVER FAUCETS MUST BE PROVIDED. FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. FORCE REQUIRED TO ACTIVATE THE CONTROLS SHALL BE NO GREATER THAN 5 LBS. HANDICAP GRAB BAR(S): BOBRICK B-6806 OR EQ. INSULATE 'P' TRAP AND SUPPLY LINES. TOILET PAPER HOLDER: BOBRICK B-685 OR EQ. OUTLET SHALL BE BELOW GRAB BAR AND NOT CONTROL DELIVERY OR PROHIBIT CONTINUOUS PAPER FLOW. 8 HANDICAP TOILET: MOUNT CONTROLS ON OPEN ACCESSIBLE SIDE.ROBE HOOK: 9 BOBRICK B-682; MOUNT ON BACK OF DOOR @ 48" AFF. BABY CHANGING STATION: KOALA KARE KB200-01 0 0 B. GC SHALL USE WATER RESISTANT DRYWALL FOR TOILET ROOMS AND FINISH TOILET ROOMS WITH MATERIALS ACCEPTABLE TO LOCAL CODE AUTHORITIES. C. GC SHALL PROVIDE BLOCKING IN WALLS FOR GRAB BARS, MIRRORS, DISPENSERS, ETC. GRAB BARS SHALL BE LOCATED AS SHOWN. GRAB BARS, FASTENERS AND MOUNTING DEVICES SHALL WITHSTAND VERTICAL AND HORIZONTAL FORCES OF 250 LBS PER ANSI A117.1 SECTION 11 156.8.3. 1 ILLUSTRATIVE TOILET ROOM ELEVATIONS SCALE: 3/8" = 1'-0" TOILET ROOM NOTES SCALE: N/A CONCEPT BY w 0 0 rx w 0 0 4 4 U) 0 a 0 U) w z z K Ix a_ z w 0 w 1 PROVIDE TOILET ROOM ACCESSIBILITY SIGNS - SEE DETAIL B3/A1.1 ACCESSIBLE DRINKING FOUNTAINS - SEE DETAIL A4/A1 .1 HORIZONTAL WALL MOUNTED BABY CHANGING STATION, KOALA KARE KB200-01. INSTALL PER MANUFACTURER'S INSTRUCTIONS. SEE DETAIL B4/A 1.1 CONTRASTING, NON -GLARE FINISH ON BACKGROUND AND CHARACTERS. 5/8" TO 2" HIGH CHARACTERS, RAISED 1/32" MIN GRADE 2 BRAILLE TOILET ROOM ACCESSIBILITY SIGNS SHALL BE IDENTIFIED WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SYMBOLS SHALL BE WITHIN 6 INCH HIGH MIN FIELD. REQUIRED TEXT SHALL BE IN BOTH CHARACTERS AND BRAILLE, MEETING REQUIREMENTS OF ICC/ANSI A117.1 SECTIONS 703.3 & 703.4. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. THE SIGNSHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. EN z 2 c0 SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED THAT A CLEAR FLOOR SPACE OF 18 INCHES MIN BY 18 INCHES MIN, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. ENLARGED TOILET ROOM DETAIL 30"X48" CLEAR SPACE BEYOND DOOR SWING 60" CLEAR TURNING RADIUS SCALE 1/2" = 1'-0" TOILET ROOM ACCESSIBILITY SIGNS NOT TO SCALE Cvi EXI CONTRASTING, NON -GLARE FINISH ON BACKGROUND AND CHARACTERS. 5/8" TO 2" HIGH CHARACTERS, RAISED 1/32" MIN GRADE 2 BRAILLE TACTILE EXIT SIGNS SHALL BE LOCATED AT EXIT DOORS PER IBC SECTION 1011.3. REQUIRED TEXT SHALL BE IN BOTH CHARACTERS AND BRAILLE, MEETING REQUIREMENTS OF ICC/ANSI A117.1 SECTIONS 703.3 & 703.4. SIGNS SHALL BE MOUNTED BETWEEN 48" & 60" AFF PER ICC/ANSI Al 17.1 SECTION 703.3.10 AND ON THE LATCH SIDE OF THE DOOR WHERE POSSIBLE OR PER ICC/ANSI A117.1 SECTION 703.3.11. TACTILE EXIT SIGN 0 0 03 BABY CHANGING STATION SHALL COMPLY WITH MANEUVERING CLEARANCES AT DOORS WHEN IN DOWN OR OPEN POSITION MEETING REQUIREMENTS OF ICC/ANSI A117.1 SECTIONS 404. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FLOOR SHALL NOT EXCEED 4 INCHES. W m Q uo 2 W P . Oc t O O I. II II II II II II II Lt t' L 30" MIN 711 ift 2 oo REVIEWED FOR CODE COMPLIANCE APPROVED MAY 05 2016 City efTh wla BUILIN 0101.VISION RECEWED CITY OF TUKWILA MAR 14 2016 PERMIT CENTERco NOT TO SCALE 2 ELEVATION PLAN W m QUO 2WP 0_ cc 'd O O OI— WALL SECTION / WALL DOWN OR OPEN VIEW 30"x48" CLEAR FLOOR AREA CENTERED ON BABY CHANGING STATION 17"-25" TOE LEARANC E number. N Lo L0 I— z Z cwt 2Q� O=0 Urn (1_ CLQ W W o Z w Cz 0 0 U)rn2 SOUTHCENTRE SQUARE 03 co TUKWILA, WA 98 0 m I— L0 co N 0 c0 LM PROJECT NO. w H 0 BABY CHANGING STATION ACCESSIBILITY SCALE: 1/2" = 1'-0" _Por coT. 30" PLAN ACCESSIBLE HI -LOW DRINKING FOUNTAIN 1 1/4" DIA SATIN STAINLESS STEEL RAILS WITH BOTTOM RAIL AT 6" AFF MAX AND TOP RAIL AT 33" AFF MAX. 30"x48" CLEAR FLOOR AREA CENTERED ON LOW FOUNTAIN 18"-19" 5" IMAX 8" I MAX L _ _ [.17» MIN DEPTH SECTION 0) p6" MAX SPOUT 38"-43" SPOUT DRINKING FOUNTAIN ACCESSIBILITY SCALE: 1/2" = 1'-0" z 0 w DOCUMENT DATE 23 FEBRUARY 16 as J o H 0 DRAWN BY as SUED FOR PRELIMINARY J z LL H cc W a 2 0 w U w U D 1(0 3/4" CDX PLYWOOD PRESSURE MAPPING CABINET INSTALL J -BOX FOR LINE 3 & DSL LINE ORANGE DEDICATED RECEPTACLE LEFT SIDE, NON -DEDICATED RECEPTACLE RIGHT SIDE D1 4" '-9 3/4" c0. ao C)) (N1 LS) POWER & SIGNAL EQUIPMENT PANEL SCALE: 1/2" = 1'-0" 5/8" GYP BD TYP. SEE WALL SCHEDULE & ARCH PLAN FOR LOCATION DOUBLED 3-5/8" MTL STUDS TYP @ DOOR R.O. DOOR, HINGE & FINISH PER SCHEDULE HOLLOW METAL FRAM FIN PER SCHEDULE TYPICAL DOOR DETAIL SCALE: 3" = 1 '-0" a 4 . . • 4" 4 A O 4 ,4 4 4 c 4 4 4 a 65'-6 7/8" (LEASE DIMENSION) ALUMINUM FINISH COVER PLATE FLUSH W/ FLOOR FINISH FLOORING AS SPECIFIED - CARPET SHOWN GROUT SURROUNDING CAVITY AROUND BOX STEEL CITY 664 RECESSED FLOOR BOX AND COVER RECESSED FLOOR BOX DETAIL SCALE: 6" = 1 '-0" 8'-3 5/8" 6'-9 1/4" TYP A2 A2.1 ENTRY STORAGE TYP OF (11) SALES AREA 2107 SF OMENS TOILET ROOM SEE FIXTURE — PLAN FOR EXACT BLOCKING LOCATION 7'-6" VFY 8'-0" VFY 12'-8 5/8" 9'-8 1/8" 79'-11 1/4" ARCHITECTURAL FLOOR PLAN REVIEWED FOR CODE COMPLIANCE APPROVED MAY05 2018 City of s hkw.irila BUILDIN a ISION RECEIVED CITY OF TUKWILA APR 18 2016 obi, PERMIT CENTER CONCEPT BY: lahM ASSOCIATES LTD O to Q M Lt W 0 5 w z z )- W J •w • � > a o z a,w o w WASHINGTON z 0 0 N LC) LC) rzz cc ,.1-1-; 01 <T 0=0 Urn 0_ ~0w woz -Joz_ � CO 0_ LL F - z 00 L1.1 C3) O O QJ 00uJ� • cn co 0 0 Ln Ori CO i-- h 0 0 0 z LM PROJECT J 0 w F- 0 0 N z 0 W cc TY CMNTS as aaa DOCUMENT DATE 0 23 FEBRUARY 0 W I - a 0 SUED FOR } m z J W CC d J a LL H LU n. 2 2 0 UJ U W U SCALE: 1/4" = 1'-0" N TITLE ARCHITECTURAL PLAN UNISTRUT TO TRUSS ATTACHMENTCU E `' 1-HR WALL ASSEMBLY PER WALL SCHEDULE UL LISTED METALLIC OUTLET BOX AND EMT CONDUIT (4"x4" MAX) N1/8LTICP617/CP617LFIRESTOP PUTTY PAD OR APPROVED EQ. INSTALL IN ACCORDANCE WITH UL REQUIREMENTS ' m zCl)N o U � -� cn w — O 0 Cl)° Q Q '� w s W 0�3w w o a• J > Z Li,a ui _i w _I ,, Lo o d _ > ct 0, W O x N a CN — W Li- CI - - - - TOP OF WALL UNIT TOP EXISTING DECK % 6„ 6„ _ k2SEUT QUIRED UNISTRUT P2785 BEAM CLAMP AT EA END OR APPROVED EQ i - \ \ SCREW THROUGH B IN BOTH 2x10 S, M 3/4 INTO SECOND 2X10 HOT DIPPED GALV LAG SCREW @ 6"OC HORIZ, STAGGERED VERT, RECESS HEAD FOR WALL OPENING PROTECTIVE MATERIALS (CLIV) � ` FIRESTOP REQ'D WHERE COMBINED BOX AREA EXCEEDS 100 SQ IN PER 100 SQ FT WALL AREA AND WHERE OUTLET BOXES ON OPPOSITE SIDES OF WALL ARE SEPARATED BY LESS THAN 24". NO BACK TO BACK OUTLET BOXES. 1-HR WALL ASSEMBLY PER WALL SCHEDULE 1/4" MIN, 3/8" MAX AT NOMINAL 1 "THK PIPE COVERING; 1 /2" MIN 3/4" MAX AT NOM 2" THK PIPE COVERING 1/4" MIN CONT BEAD OF 3M CO FIRE BARRIER CP-25WB+ CAULK APPLIED TO WRAP STRIP/WALL INTERFACE AND EXPOSED EDGE OF WRAP STRIP VERIFY EXISTING STRUCTURE - METAL WEB TRUSS SHOWN. ATTACH TO TOP CHORD ONLY UNISTRUT TO TRUSS ATTACHMENT - w w 1- 4C' �. I - I A 2x10 FRT BLOCKING BETWEEN STUDS BEHIND GYP BD EXISTING DECK A ELEVATION FIXTURE b AT MID BLOCKING 2x2 ANGLE BEARING PLATE EA END OF 2x10 FRT BLOCKING, (2) #10 SELF-TAPPING STEEL SCREWS PER LEG - - - - - - - ,__1L TRACK 1 5/8" SQ 12GA H3 UNISTRUT AT 48"OC OR AS REQUIRED UNISTRUT P2785 BEAM CLAMP AT EA END OR APPROVED EQ VERIFY EXISTING STRUCTURE - METAL WEB TRUSS SHOWN. ATTACH TO TOP CHORD ONLY TO UNISTRUT ATTACHMENT z a LL a - ° 6-' 'ti =a W ~'_< z 1-zzz(= o aooaaE- m~OCzpz I- aooW- Z r_ 2> f_Q = },'.u)c� 5 0CC 3,-Lu , cc W a W cc o =ccaDaD w-► Q =m E-P >-� mU D- �cc WQ w N 0 D co -) CO 0 ifLi 0 W _ UL APPROVED 1" THK HOLLOW CYLINDRICAL FIBER ::''te"-_ MIN 3.5PCF PIPE COVERING WITH A FLAME SPREAD 1 5/8" SQ 12GA H3 UNISTRUT Iss:_ -: -� INDEX 25 OR LESS AND SMOKE DEV INDEX 50 OR LESS _ I _ AT 48"OC E NOM 1/4" THK 3M CO TYPE FS-195+ INTUMESCENT ELASTOMERIC MATERIAL FACED ONE SIDE ALUM FOIL IN 2" WIDE STRIPS, FOIL OUT, TIGHTLY WRAP AROUND PIPE WITH SEAM BUTTED. WRAP LAYER AND SECURELY BOUND WITH STEEL WIRE OR ALUM FOIL TAPE AND SLIDE INTO ANNULAR SPACE, 3/4" OF THE WRAP TO PROTRUDE BEYOND WALL SURFACE. NOTE: THRU-WALL PENETRATIONS SHALL COMPLY WITH UL SYSTEM NUMBER W-L 5001 T RATING 1 HR � 4°'` 2x10 FRT BLOCKING BETWEEN STUDS BEHIND GYP BD TO NEXT NEAREST STUD BEYOND END OF FIXTURE EA END „ 1/4" BOLT WITH 1 1/2" FENDER WASHERS AND LOCK NUT; THRU-BOLT TRACK TO UNISTRUT AT 48"0C MAX MTL STUD FRAMING PER WALL SCHEDULE a1US N d- /0 d- E LO � 1 z Z C m0 w Q J 4D 0 � � ►- 2 Q 0 vw z 0 J O Z o �rn� NOTE: -ALL ATTACHMENT METHODS SHALL BE FIELD VERIFIED. -ALL ORDER. EQUIVALENT PRODUCTS SHALL BE APPROVED BY THE ARCH PRIOR TO - ap -Il ...., END OF WALL UNIT ATTACHMENT TO STRUCTURE 1—HR STUD WALL PENETRATIONS NOT TO SCALE SCALE: 1-1/2" = 1 '-0" I I; UNISTRUT PER ATTACHMENT TO STRUCTURE DETAIL THIS SHEET LATERAL BRACING PER ASCE 13.5.8: 20GA 3 5/8" MTL STUDS AT 48"OC THRU-BOLTED TO UNISTRUT ( , IN ALT DIRECTIONS W/ 1 /4" BOLTS >-m CD w c_ _a Q w m m 0 dz o0 C 0 0) w cc I < 4D I- F- � oz Q v OO ) ,- _1 0 F. 0 w > o Cid o N N I j VD U) ii- 1- 4, Lc, o Lo 00 h d. m o ,- a -J ELEVATION END BLOCKING AT FIXTURE GYP BD AND STUD WALL PER PLAN 011°. '• . • • �..� 1 •agtr���tl���; • � . EXISTING ROOF DECK EXISTING INTUMESCENT SPRAY AT TOP OF DEMISING WALL AND ' AT PENETRATIONS. WHEREAND REQUIRED, APPLY NEW ` INTUMESCENT SPRAY OR CAULKING AT AREAS OF REPAIR. ` EXISTING MTL STUDS SIZED PER WALL SCHEDULE INSULATION VFY IF EXISTINGO '" CEILING AND FINISH AS SPECIFIED EXISTING TYPE "X"GYP BD INSTALLED PER UL DESIGN - VERIFY UL DESIGN NUMBER, ::UNIT, WALL SEEz FIXTURE PLAN FOR LOCATIONS WIDTH FIXTURE MTD CLEAT PROVIDED BY FM HOT DIPPED GALV LAG 0 o �� W/ 1 1 /2 FENDER WASHERS AND � LOCK NUTS X Q CONTINUOUS TOP TRACK TO / MATCH STUD SIZE & GAUGE 45° MAX ,� * (3) #10x1 SELF-TAPPING STEEL m ,� /\• • u- w O z Y w cc z-- O I- UO X I w N CC - /\ E E'',: /\:• �-� �.. . ^:::E E::'•' �:� 7\ ' _: ;- . 'f / % SCREW @ 6"0C HORIZ, STAGGERED VERT, RECESS I HEAD WALL MTD CLEAT PROVIDED BY FM 3/4" FRT PLYWOOD FROM TOP OF BLOCKING TO BOTTOM OF FIXTURE-11" AFF. FACE OF PLYWOOD TO I- o o � " SCREWS EA CONNECTION MTL STUDS COMPLYING W/ ICC o W cc ER-4943P. SIZE &SPACE PER WALL SCHEDULE. CEILING PER RCP 'S X wQ . m w Ow d 00 U • - ;s... '.:�/ = BE FLUSH WITH FACE OF STUD. GYP BD AS SPECIFIED PER WALL SCHEDULE, JOINTS ORIENTED o z aaaaaaa ,},_ oc w LL `. 0 n. x n- c, 0 c�0 _ t- Eo z� 06;1-1-1 Q o ° n ,\ /\•:,:. .: ; . 2x10 FRT BLOCKING BETWEEN STUDS BEHIND GYP BD. ANCHOR _,,;,1 AND STAGGERED VERTICALLY, o OPPOSING SIDES OF ASSEMBLY TO BE STAGGERED. 1 "TYPE S SELF-TAPPING STEEL SCREWS 8"OC ALONG EDGE OF DOCUMENT DATE 23 FEBRUARY 16 DRAWN BY DML ISSUED FOR DATE PRELIMINARY FINAL PERMIT CHECKED BY RMM > O0 0_1- m N E:. BLOCKING AT EA END TO WALL STUD WITH (2) #10 SELF- z ~ O TAPPING SCREWS, EMBEDDED MIN 3/4". SPAN ENTIRE WIDTHREVIEWED OF FIXTURE PLUS TO NEXT NEAREST STUD BEYOND END OF EA END. HOLD . FOR I CODE COMPLIANCE APPROVED } ;. I ; MAY 05 206 t ; City ofTuE vita BUILDING DGI�I.SION 5 r GYP BD, 12"OC WITHIN FIELD OF GYP BD. WHERE REQUIRED, INSTALL elk 'F Y, v; ATTACH EA STUD TO TRACK W/ (1) #10x1" SELF-TAPPING STEEL SCREW EA SIDE _ CONTINUOUS BOTTOM TRACK TO MATCH STUD SIZE & GAUGE /16%10 mli }; • "IF- . • • illeIi'VifILA NEW LAYER OF GYP BD INFIXTURE ACCORDANCE WITH UL DESIGN. �{� -� EXISTING CONCRETE SLAB '= \ SECTION \ BLOCKING IN FROM FACE OF AT FIXTURE STUD TO ACCOMODATE PLYWOOD. INSTALL BLOCKING NOTE: IN EXISTING WALL CONDITION, REMOVE REQUIRED AMOUNT OF GYP BD TO EXECUTE DETAIL. PROVIDE ADDITIONAL BLOCKING TO PATCH WALL FOR SMOOTH - FLAT SURFACE TO ACCEPT NEW FINISH. MAINTAIN FIRE RATING WHERE APPLICABLE AT TOP,MIDDLE AND BOTTOM OF FIXTURE FOR ATTACHMENT OF PLYWOOD. 2x2 ANGLE BEARING PLATE EA END OF 2x10 FRT BLOCKING, (2) #10 SELF-TAPPING SCREWS PERRECEIVED LEG CITY OF TU MAR 142016 PERMIT CENTER � t t(0..„ D oyd SHEET A2 D 1 TITLE ARCHITECTURAL DETAILS `� Y '� 3/81'0 EXPANSION ANCHOR @ 32"OC, EMBEDDED 2" MIN. HILTI KWIK BOLT 3 (ICC ESR-2302) OR EQ d ° 9 4 EXISTING CONCRETE SLAB d -..a ° d d. • ° 9 d l EXISTING DEMISING WALL SECTION :ys £ A2 PARTITION WALL SECTION rt A3 WU FIXTURE BLOCKING DETAIL SCALE: 3" =1 '-0" SCALE: i-1/2"l'-O" SCALE: 1-1 2" =1 '-0" • APPLICABLE CODES & STANDARDS: ASTM C 635 & 636, ASCE 7-05 13.5.6, ASTM E 580 • SPECIAL INSPECTIONS: REQUIRED DURING INSTALLATION OF SUSPENDED CEILING GRIDS PER ASCE 13.5.6 o ATTACHMENT DEVICES: SIZE 5 -TIMES DESIGN LOAD INDICATED IN ASTM C635, TABLE 1 'DIRECT HUNG' ATTACHED TO BUILDING STRUCTURAL MEMBERS. • PERIMETER WALL ANGLE: 7/8" WIDE WALL ANGLE SHALL BE INSTALLED IN CONJUNCTION WITH USG ACM7 SEISMIC CLIP OR EQUAL. PER ESR -1222, USG ACM7 SEISMIC CLIP HAS BEEN EVALUATED BY ICC EVALUATION SERVICES AS AN ALTERNATE INSTALLATION METHOD TO THE 2" PERIMETER ANGLE REQUIREMENT OF ASCE 13.5.6.2.2. • WIRE HANGERS: 12 -GA MIN WIRES, SPACED 48"OC MAX, SHALL BE USED. HANGER WIRE SHALL BE LOOPED AROUND ITSELF A MIN OF (3) TIMES WITHIN 3" AND INSTALLED WITHIN 1:6 OF PLUMB. TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED AT OBSTRUCTIONS WHICH PRECLUDE DIRECT ATTACHMENT TO STRUCTURE. • MAIN RUNNERS & CROSS TEES: MAIN RUNNERS SHALL BE HEAVY-DUTY AND LEVELED TO WITHIN 1/4" PER 10 FT. RUNNERS AND TEES SHALL BE ATTACHED TO WALL ANGLE ON TWO ADJACENT SIDES & FLOATING WITH 3/4" CLEARANCE ON REMAINING TWO SIDES. o LATERAL FORCE BRACING: BRACING REQUIRED ONLY IN CEILING AREAS OVER 1000 SF. VERTICAL STRUTS SHALL BE 2 1/2" MTL STUDS (MAX 10.5 FT) AND (4) SPLAY WIRES SHALL BE SECURED WITHIN 2" OF INTERSECTION. SPLAY WIRES SHALL BE ATTACHED IN A MANNER SUCH THAT THEY CAN SUPPORT A DESIGN LOAD OF 200 LBS MIN OR 2 -TIMES THE ACTUAL DESIGN LOAD, WHICHEVER IS GREATER. • ELECTRICAL FIXTURES & MECHANICAL DEVICES: FIXTURES, DUCTS, CONDUITS, ETC SHALL BE CONNECTED TO THE STRUCTURE WITH HANGER WIRES IN THE QUANTITY PRESCRIBED BY ASTM E 580 5.3 & 5.4. GRID ELEMENTS n HEAVY DUTY MAIN RUNNER W/ REVERSIBLE INTEGRAL SPLICES PER FINISH SCHEDULE n CROSS TEE W/ PANEL CENTERING DEVICE PER FINISH SCHEDULE 8" MAX 6 111 11 1 11 AFFIX ACM7 CLIP 11 TO WALL ANGLE 11 AFFIX GRID TEE Ijl TO ACM7 CLIP USG ACM7 CLIP OR EQ 7/8"x7/8" WALL ANGLE ATTACHED TO WALL 16"OC & 3" FROM ENDS WALL ANGLE & ACM7 CLIP FIXED SIDE 8" MAX 6 III 11 1 11 AFFIX ACM7 CLIP 11 TO WALL ANGLE 11 3/4" 11 0 0 USG ACM7 CLIP OR EQ 7/8"x7/8" WALL ANGLE ATTACHED TO WALL 16"OC & 3" FROM ENDS WALL ANGLE & ACM7 CLIP FLOATING SIDE GRID DETAIL 12 -GA HANGER WIRE TO STRUCTURE ABOVE @ 8" MAX FROM WALL & 48"OC MAX SEISMIC STRUT PLUMB - TO STRUCTURE ABOVE @ 72"OC MAX FROM WALLS, 120"OC MAX W/IN ACT GRID FIELD ACM7 CLIP (NOT SHOWN) 7/8 "x7/8" WALL ANGLE (4) SPLAY WIRES W/IN 2" OF INTERSECTION ON MAIN RUNNER, 90° FROM ONE ANOTHER, 45° MAX FROM CLG PLANE HEAVY-DUTY MAIN RUNNER CROSS TEE DIAGRAMMATIC PLAN x 12 -GA HANGER WIRE 8" MAX FROM WALL & 48"OC MAX FIXED SIDE w a a w X LL GRID ATTACHED TO ACM7 CLIP CROS CRO . S TE T CROS ` TEE CRO '• S TEE m w w I-- cc - z 2 CROS TEE .. z z t ox— x z z z z GRID ATTACHED TO ACM7 CLIP FLOATING SIDE FLOATING SIDE ACOUSTICAL CEILING DETAIL- SEISMIC CATEGORY D STRUCTURES SCALE: 6" = '-0" GENERAL CEILING NOTES: 1. VERIFY THAT THERE ARE NO OBSTRUCTIONS WHICH WILL IMPEDE THE DESIRED CEILING HEIGHT. 2. B, B -EM, B -NL AND E TYPE LIGHT FIXTURES (UNLESS INDICATED OTHERWISE GRAPHICALLY) AND SPEAKERS ARE TO BE LOCATED IN THE CENTER OF THE 2X2 CEILING TILE. 3. SEE SHEET A3.1 FOR DIMENSIONED TRACK AND SOFFIT LIGHT FIXTURE LOCATIONS. 12'-0" AFF ACT GRID 7'-0" AFF HEADER 8'-0" AFF ACT GRID 8'-8" AFF B/O CANOPY 16'-1 1 " AFF DISPLAY GRID 12'-0" AFF GYP BD SOFFIT 17'-0" AFF GYP BD SOFFIT PT1 PT1 REFLECTED CEILING PLAN 10'-0" AFF B/O CANOPY 10'-0" AFF GYP BD SOFFIT PT1 12'-0" AFF ACT GRID 12'-0" AFF GYP BD SOFFIT PT1 17'-0" AFF PT1 GYP BD SOFFIT 12'-0" AFF GYP BD SOFFIT 17'-0" AFF GYP BD SOFFIT PT1 PT1 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 City of BUILDI , Tukwila �..l�LV(SIUN RECEIVED CITY OF TUKWILA APR 18 2016 PERMIT CENTER SCALE: 1/4" = 1'-0" CONCEPT BY w 0 0 0 rt VALLEY VIEW N. 0 0 4 4 U) F- 0 w z z z E2 a 0_ z ua 0 LU ALL RIGHTS RESERVED 2 z Q LL g _ o ww-iw< =QW~~� 062 aoZzcc= xiczoz ru QOo,_ >-ULL,cntrU UDDOw= }n woww=w 0 =wcc_Oz _cc0.000 WASHINGTON N J m!-- M 0 w F- 0 < z 0 w X oC w z CD 0 en N Hzz w 2 Q 010 U H a_ I— Q 'n w C.) O z J 0 z We number. 4D 17250 SOUTHCENTRE PKWY m m 0 m H 4t Lu oc 0 F- U) U U) L) co N 0 m LM PROJECT NO J 0 Lu F- 0 1 N z w c U) F - z 2 >U F- 0 aaa aaa DOCUMENT DATE 23 FEBRUARY 16 J a DRAWN BY w F- a 0 SUED FOR >- cc a z UJ OC EL Q LL H 2 w a 2 ca 0 w U w U F - w Lu 2 U) CROS TEE x T CROS ` TEE OC z 2 n w w I-- u�.w z z D z 2 C' 0 0 z 2 x t ox— x FLOATING SIDE FLOATING SIDE ACOUSTICAL CEILING DETAIL- SEISMIC CATEGORY D STRUCTURES SCALE: 6" = '-0" GENERAL CEILING NOTES: 1. VERIFY THAT THERE ARE NO OBSTRUCTIONS WHICH WILL IMPEDE THE DESIRED CEILING HEIGHT. 2. B, B -EM, B -NL AND E TYPE LIGHT FIXTURES (UNLESS INDICATED OTHERWISE GRAPHICALLY) AND SPEAKERS ARE TO BE LOCATED IN THE CENTER OF THE 2X2 CEILING TILE. 3. SEE SHEET A3.1 FOR DIMENSIONED TRACK AND SOFFIT LIGHT FIXTURE LOCATIONS. 12'-0" AFF ACT GRID 7'-0" AFF HEADER 8'-0" AFF ACT GRID 8'-8" AFF B/O CANOPY 16'-1 1 " AFF DISPLAY GRID 12'-0" AFF GYP BD SOFFIT 17'-0" AFF GYP BD SOFFIT PT1 PT1 REFLECTED CEILING PLAN 10'-0" AFF B/O CANOPY 10'-0" AFF GYP BD SOFFIT PT1 12'-0" AFF ACT GRID 12'-0" AFF GYP BD SOFFIT PT1 17'-0" AFF PT1 GYP BD SOFFIT 12'-0" AFF GYP BD SOFFIT 17'-0" AFF GYP BD SOFFIT PT1 PT1 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 City of BUILDI , Tukwila �..l�LV(SIUN RECEIVED CITY OF TUKWILA APR 18 2016 PERMIT CENTER SCALE: 1/4" = 1'-0" CONCEPT BY w 0 0 0 rt VALLEY VIEW N. 0 0 4 4 U) F- 0 w z z z E2 a 0_ z ua 0 LU ALL RIGHTS RESERVED 2 z Q LL g _ o ww-iw< =QW~~� 062 aoZzcc= xiczoz ru QOo,_ >-ULL,cntrU UDDOw= }n woww=w 0 =wcc_Oz _cc0.000 WASHINGTON N J m!-- M 0 w F- 0 < z 0 w X oC w z CD 0 en N Hzz w 2 Q 010 U H a_ I— Q 'n w C.) O z J 0 z We number. 4D 17250 SOUTHCENTRE PKWY m m 0 m H 4t Lu oc 0 F- U) U U) L) co N 0 m LM PROJECT NO J 0 Lu F- 0 1 N z w c U) F - z 2 >U F- 0 aaa aaa DOCUMENT DATE 23 FEBRUARY 16 J a DRAWN BY w F- a 0 SUED FOR >- cc a z UJ OC EL Q LL H 2 w a 2 ca 0 w U w U F - w Lu 2 U) ACOUSTING CEILING SYSTEM. SEE RCP ON A3.0 FOR ELEVATION RUBBER GROMMET AT HOLES THRU ACT. FINISH PT1. AIRCRAFT CABLE SUPPLIED BY FM, RUN PLUMB & ATTACH TO STRUCTURE ABOVE. THREADED EYEBOLT SUPPLIED BY FM, VERIFY QUANTITY AND LOCATIONS WITH FM. FIXTURE CANOPY BY FM 8'-8" AFF idik BIO FIXTURE CANOPY VFY W/ FM SHOP DRAWINGS FIXTURE CANOPY SUPPORT DETAIL SCALE: NTS 2'-7 1/2" 2 12" EZ ANCOR CLG 'TOGGLE LOCK', AT 24"OC MAX (50 LBS MAX WEIGHT CAPACITY EACH) 5/8" TYPE 'X' GYP BD OVER 5/8" FRT A/B PLYWOOD SUBSTRATE ON 3 5/8" 20 GA MTL STUD FRAMING AT 16"OC TENANT PROVIDED WIRE GRID >->->»}� i> >> >>>>>>>>>> >>>>>>>>>>>»»>>i EXISTING ENTRY DOOR, SEE DOOR SCHEDULE EXISTING THRESHOLD, VIF PORCELAIN TILE 5 NOTE: GC TO ENSURE TRANSITION BETWEEN MATERIALS IS FLUSH AND CONTINUOUS. A DIFFERENCE GREATER THAN 1/2" WILL NOT BE ACCEPTED. THRESHOLD MUST HAVE A BEVELED TRANSITION WITH A SLOPE NOT GREATER THAN 1:2. COMPLY WITH ANSI & ADA SECTION 303.3 GC SHALL PROVIDE CONCRETE -BASED FILLER PRODUCT TO ALLOW FOR SMOOTH TRANSITION. FOLLOW MANUFACTURERS' RECOMMENDATIONS 1 PORCELAIN TILE TO THRESHOLD TRN SCALE: FULLSCALE HALLWAY FC2 WB1 PT1 PT1 AT1 PT1 FLOOR BASE WALLS DOORS/JAMBS CEILING SOFFITS NOTE: GC TO ENSURE TRANSITION BETWEEN MATERIALS IS FLUSH AND CONTINUOUS. A DIFFERENCE GREATER THAN 1/4" WILL NOT BE ACCEPTED. TRANSITION STRIP TO BE UNDER DOOR AND NOT VISIBLE FROM SALES AREA SIDE WHERE APPLICABLE. PORCELAIN TILE 16 -GA ZINC FIN METAL TERAZZO STRIP CARPET AND ADHESIVE GC SHALL PROVIDE CONCRETE -BASED FILLER PRODUCT TO ALLOW FOR SMOOTH TRANSITION, FOLLOW MANUFACTURERS' RECOMMENDATIONS NOTE: GC TO ENSURE TRANSITION BETWEEN MATERIALS IS FLUSH AND CONTINUOUS. A DIFFERENCE GREATER THAN 1/4" WILL NOT BE ACCEPTED. TRANSITION STRIP TO BE UNDER DOOR AND NOT VISIBLE FROM SALES AREA SIDE WHERE APPLICABLE. VINYL TILE FLOORING ARMSTRONG VINYL TRANSITION CARPET AND ADHESIVE GC SHALL PROVIDE CONCRETE -BASED FILLER PRODUCT TO ALLOW FOR SMOOTH TRANSITION, FOLLOW MANUFACTURERS' RECOMMENDATIONS X �I�jOI ��OI •'mss. i 16�11(ll I I .IOI• OiIirOI��..� . NOTE: GC TO ENSURE TRANSITION BETWEEN MATERIALS IS FLUSH AND CONTINUOUS. A DIFFERENCE GREATER THAN 1/4" WILL NOT BE ACCEPTED. TRANSITION STRIP TO BE UNDER DOOR AND NOT VISIBLE FROM SALES AREA SIDE WHERE APPLICABLE. D2 PORCELAIN TILE TO CARPET TRANS SCALE: FULL SCALE VINYL TILE TO CARPET TRANSITION SCALE: FULL SCALE FLOOR BASE WALLS DOORS/JAMBS CEILING SOFFITS 3'-10" CARPET AND ADHESIVE ARMSTONG VINYL TRANSITION CONCRETE GC SHALL PROVIDE CONCRETE -BASED FILLER PRODUCT TO ALLOW FOR SMOOTH TRANSITION, FOLLOW MANUFACTURERS' RECOMMENDATIONS CARPET TO CONCRETE TRANSITION SCALE: FULL SCALE 7, START POINT OF 1/3 OFFSET TILE LAYOUT FLOOR BASE WALLS DOORS/JAMBS CEILING SOFFITS START POINT OF 1/3 OFFSET TILE LAYOUT FLOOR BASE WALLS DOORS/JAMBS CEILING ALIGN FLOORING TRANSITION WITH SOFFIT ABOVE ALL SIDES START POINT OF 1/3 OFFSET TILE LAYOUT MENS TOILET ROOM WOMENS TOILET ROOM 105 PT1 PT1 PT1 WALLS DOORS/JAMBS CEILING PT1 PT1 PT1 WALLS DOORS/JAMBS CEILING FINISH FLOOR PLAN ttp-Obtp(o REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TtUKWILA MAR 14 2016 PERMIT CENTER VIEW ROAD ›- _J J N 0 0 4 LO LO < 0 - N O rn w z za Z= E Qtx� a z rn w O < LULL 2 Z a IL CL UiUs=W< w_J QopaQ� D 0) =Errzpz rH > wU ct.,IW--- 1(2 , z ow Cr) 0 cwt -W Q U) w= d < ��o=w= >Q oU z o >- w��H 7 Ucc w X °w°��H}� 2< CC w cco�W�o W zwCC-Oz = _caoa0 U) ALL RIGHTS RESERVED 0 2016 L&M ASSOCIATES, LTD. C3 N oCr number. H Z Z O • w • Q 0 L U ° < F--�w a" U zC>� __ oz_ E cwn O a w a_ Cw Q � Z wCC zD w O =o D O N co co co so) 0Q w H D (n m H 1604.785 LM PROJECT NO Lu H 0 z 0 U) w CC DOCUMENT DATE 23 FEBRUARY 16 DRAWN BY SUED FOR PRELIMINARY LL I- 2 w a } CO 0 UJ Y U Lu x U SCALE: 1/4" = 1'-0" H Lu Lu S U) w -J H ROOM FINISH PLAN 1 BED ID ANCHOR DETAIL SCALE: 6" =1 '-0" FIXTURE SLIDES OVER BASE, ONCE BASE IS SECURED TO THE FLOOR 1 X BLOCKING PROVIDED WITH FIXTURE ANCHOR 1X BLOCKING TO FLOOR WITH 3/8"0 EXPANSION ANCHOR EMBEDDED 2" MIN. HILTI KWIK BOLT 3 (ICC ESR -2302) OR EQ CONCRETE SLAB NOTE: FOR ILLUSTRATIVE PURPOSES ONLY. FOLLOW FIX MFR INSTALLATION RECOMMENDATIONS. 0 00 SECURE ONE STORAGE UNIT WITHIN EACH GROUPING TO WALL VIA 2"x4" WD BLOCKING. ATTACH BLOCKING TO WALL W/ MIN (2) #10 STEEL SELF -TAPPING SCREW, MIN 3/4" EMBED INTO STUD, & TO UNIT W/ (2) #10 X 1/2" SELF TAPPING SCREWS THROUGH THE TOP OF THE UNIT INTO (2) SIMPSON A33. SECURE STORAGE UNITS TO ONE ANOTHER W/ (2) #8 WD SCREWS, MIN 1/2" EMBED. ADJUSTABLE SHELF TO BE INSTALLED AFTER UNITS ARE FULLY ASSEMBLED AND ANCHORED. PARTITION PER WALL SCHEDULE. FILE CABINET ELECTRICAL PANEL PRESSURE MAPPING CABINET S IDE VIEW x (SU) ANCHOR - BACK WALL SCALE: 1/2" = V-0" FRONT V EW METAL STUD WALL 2X4 WOOD BLOCKING (3) #10 X 3" SELF TAPPING SCREWS INTO METAL STUDS NOTE: 2X4 BLOCKING SHALL BE LONG ENOUGH TO ALLOW CONNECTION OF A33 INTO (3) MTL STUDS SIMPSON A33 (2) #10 X 1/2" SELF TAPPING SCREWS INTO METAL STUDS SU ENLARGED ANCHOR DETAIL SCALE: 1 1/2" = 1 '-0" 1 0 00 GRAPHIC BANNERS BY TENANT FRONT VIEW ADJUSTABLE SHELF TO BE INSTALLED AFTER UNITS ARE FULLY ASSEMBLED AND ANCHORED. SECURE END STORAGE UNIT OF EACH GROUPING TO WALL W/ (2) #10 STEEL SELF -TAPPING SCREW, MIN 3/4" EMBED INTO STUD. ATTACH ADDITIONAL STORAGE UNITS TO ONE ANOTHER W/ (2) #8 WD SCREWS, MIN 1/2" EMBED. (SU) ANCHOR - END WALL SIDE VIEW SCALE: N/A I D1' 5.0 -YP KING REFRIGERATOR/ MICROWAVE DESK AND SHELVES STORAGE CABINET UTILITY SINK HI/LO DRINKING FOUNTAIN BABY CHANGING STATIONS WALL HUNG CABINETS N�R�N FIXTURE PLAN ILLUMINATED NUMBER DISCS (3) THREE TOTAL REVIEWED FOR CODE COMPLIANCE APPROVED .l� MAY 052.016 City 4f Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 18 2016 PERMIT CENTER N. -bow CONCEPT BY: L&M ASSOCIATES LTD 0 0 w >- w J J N 0 0 4 4 d I-" LT, U) w z z z W 0 z w 0 w WASHINGTON w z 0 a FAX 952-944-7585 N r- ›- CS) - Ja7 r - M w I- O d z 0 w X CC w 01, e CD LIZ 1 o w CC Q 00 m H SC STORE # co N O co LM PROJECT NO. m J 0 J 0 W H 0 0 M z 0 w cc PER LL CMNT CITY CMNTS a DOCUMENT DATE 23 FEBRUARY 16 0 DRAWN BY ISSUED FOR PRELIMINARY CHECKED BY SCALE: 1/4" = 1'-0" 0 FIXTURE PLAN 1 AlL21'-8" AFF VIF B/0 DECK 12'-0" AFF GYP BD CEILING ACT GRID AILO'-0" AFF FINISH FLOOR INTERIOR ELEVATION PT1 AT1 PT1 WB1 -'v L _ ,_ r WB1 WB1 21'-8" AFF VIF BIO DECK 12'-0" AFF ACT GRID 0'-0" AFF FINISH FLOOR SCALE: 1/4" = 1'-0" 17'-0" AFF GYP BD SOFFIT 5/8" TYPE X GYP BD ON 5/8" FRT PLYWOOD ON 3-5/8" 20GA MTL STUD FRAMING AT 16" OC. PT1 3-5/8" 20GA MTL STUDS AT 16" OC. ATTACH TO EXISTING STRUCTURE AS PER DETAIL C2/A2.1 12'-0" AFF -PFGYP BD SOFFIT AT1 PT1 ACT GRID SOFFIT SECTION SCALE: 1" = 1'-0" CONCEPT BY: 2 Z Q OLL 0- (f U) Iw< wo~v1) S QoZZCO= QQ►- =frzoz QOO >- U_wv COU) LLL-2>w� cc tn a_coa..C7a UUOOw= CCI- }� CO Q LIJ Or.LLI =o CO -a. 5 2 WASHINGTON J w J Lc) Q CC } mO 0 LU 1->1 0U U cc -- Lir w w REG.NO. 6369 EXP. DATE 01 JULY 17 co E z LJ 0 ern w J 0 Z � �2 Alk21'-8" AFF VIF -PB/0 DECK 17'-0" AFF GYP BD SOFFIT 12'-0" AFF GYP BD SOFFIT ACT GRID 0'-0" AFF FINISH FLOOR 8'-0" AFF VIF GYP BD CEILING 54" VIFAL T/O FRP 0'-0" AFF FINISH FLOOR EXISTING TOILET ROOM FINISHES AND FIXTURES SHALL REMAIN, CLEAN AND REPAIR TO LIKE NEW CONDITIONS REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 14 2016 PERMIT CENTER >- w o_ cc w Q� OH w w U CC I Z J w U U) I O H ON co co co rn oQ w� OD U) H 0 m H SC STORE # 1604.785 LM PROJECT NO. >- m J 0 Lu �- Q 0 0 co z 0 iti w CC PER LL CMNT 0 z DOCUMENT DATE 23 FEBRUARY 16 J 0 DRAWN BY Lu �- a 0 ISSUED FOR PRELIMINARY I- CO Lit a CHECKED BY INTERIOR ELEVATION SCALE: 1/4" = V-0" to 0 TITLE INTERIOR ELEVATIONS CEILING I -FIT BED FIXTURE CANOPY OPEN WINDOW FRAME W/ TRIM SUPPLIED BY SC FM, INSTALLED BY GC SOFFIT H PT2 BREAK IN GYP BD WALL PLANE '-8" AFF VIF 120 V DUPLEX PT1 12'-0" AFF AT1‘1,-) 10'-0" AFF GYP BD SOFFIT A4 A6.1 B/O DECK 2'-7 5/8" O 4 • ; D in Lo1 0 W z W a- z w 0 w w >- w J J N 0 0' 0 PHONE 952-944-7576 FAX 952-944-7585 ALL RIGHTS RESERVED I- J w N a ccs N J -BOX WITH 120V DIRECT HOOKUP TO ACTUATOR. PROVIDE COVER PLATE WITH 5/8" CONDUIT CONNECTOR. PT1 II 12'-0" AFF GYP BD SOFFIT ACT GRID EQUA 2'-0 EQUAL WB1 WB1 0'-0" AFF FINISH FLOOR EXISTING GYP BD WALL OPENINGS FOR PROJECTOR AND CORD ACCESS, SEE ELEVATION 2" DIA WHITE GROMMET FOR VGA CONNECTION SLEEP IQ ROOM ELEVATION SCALE: 1 /4" = 1 '-0" 8'-8" AFF B/O CANOPY END OF ANGLED GYP BD WALL FLOOR ELEVATION SOFFIT IPT2411kF 12'-0" AFF AT 1 I 10'-0" AFF -PFGYP BD SOFFIT OPEN WINDOW FRAME W/ TRIM SUPPLIED BY SC FM, INSTALLED BY GC 0'-0" AFF FINISH FLOOR EXISTING GYP BD WALL OPENINGS FOR PROJECTOR AND CORD ACCESS, SEE ELEVATION ABOVE I -FIT BED FIXTURE PT1 Alk0'-0" AFF FINISH FLOOR PT1 C 1 y WB1 8'-9 1/2" WC1 1 r � Yi�?,��i ILLUSTRATIVE I -FIT WALL DETAILS AND CONNECTIONS WB1 PT1 WB1 SLEEP IQ ROOM ELEVATION 12'-0" AFF AT 1 SOFFIT PT2 1-1 SOFFIT 10'-0" AFF -PFGYP BD SOFFITL�� A4 EQ // /, EQ //c REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 City of Tukwila BUILDING DIVISION 0'-0" AFF FINISH FLOOR SLEEP IQ ROOM ELEVATION SCALE: 1 /4" = V-0" 5/8" TYPE 'X' GYP BD ON 3 5/8" 20 GA MTL STUD FRAMING AT 16" OC ATTACH TO STRUCTURE PER DETAIL C1/A2.1 I PT1 12'-0" AFF jik AT1 PT2 MDF TRIM SUPPLIED BY FM INSTALLED BY GC 2" END OF WALLS 5/8" TYPE 'X' GYP BD ON 3 5/8" 20 GA MTL STUD FRAMING AT 16" OC SALES AREA GYP BD CEILING DETAIL SCALE: 1" = 1 '-0" PT4 MDF SUPPLIED BY FM, INSTALLED AND PAINTED BY GC PT1 SOFFIT CITYROF TUKWILA DESIGN TO BE VERIFIED APR 18 2016 WITH SELECT COMFORT PERMIT CENTER MDF TRIM DETAIL SCALE: 3" =1'-0" DRo- 00(00 o number. FE 0 N �-zZ cc w 2 2Qv_i 01 C.)UI—f E -<C J O Z 11.1 OD U)2 SOUTHCENTRE SQUARE 0 I- SC STORE # 1604.785 0 z ►- U w 0 lx J } w F- 0 z 0 Fri u' lx DOCUMENT DATE as 23 FEBRUARY 16 «a as PRELIMINARY U- F- 2 cc w a_ 2 CHECKED BY I- w w SHOP PRIMED WINDOW FRAME PIECES TO BE CUT, ASSEMBLED, AND PIN NAILED IN FIELD. FILL NAIL HOLES AND JOINTS, PAINT TO MATCH ADJACENT WALL SURFACES. SHOP PRIMED TRIM PIECES TO BE CUT, ASSEMBLED, AND PIN NAILED IN FIELD. FILL NAIL HOLES AND JOINTS, PAINT FINISH PT4 WINDOW AND DOOR OPENINGS FRAMED, FINISHED IN FIELD PER DETAILS GYP BD CEILING FRAMED, FINISHED IN FIELD PER PLANS GYP BD WALLS FRAMED, FINISHED IN FIELD PER PLANS 2X2 ACT AT 12'0" FASCIA FROM 10' 5" TO CEILING FINISH PT2 IQ FLOORING MATERIAL SHOP PRIMED TRIM PIECES TO BE CUT, ASSEMBLED, AND PIN NAILED IN FIELD. FILL NAIL HOLES AND JOINTS, PAINT FINISH PT4 IQ ROOM EXPLODED VIEW REVIEWED FOR CODE COMPLIANCE ' APPROVED MAY 052016 City ot Tukwila BUILDING -DIVISION RECEIVED CITY OF TUKWILA MAR 14 2016 PERMIT CENTER SCALE: NO SCALE CONCEPT BY L&M ASSOCIATES LTD 0 Q 0 VALLEY VIEW 0 0 0 VI 4 H zo Z W2 a4 a- N z� w 0 4 w W AL ,1111111 WASHINGTON REG.NO. 6369 EXP. DATE 01 J U L SELECT COMFORT N LO LC) Z w 2 Qcn _ H 0 er LO oz 0z_ CO SOUTHCENTRE SQUARE 17250 SOUTHCENTRE PKWY SUITE 100 TUKWILA, WA 98188 0 0o F- SC STORE 1604.785 0 z I- U Lu 0 cc >- co W F- 0 z 0 w cc as as aaa DOCUMENT DATE 23 FEBRUARY 16 J 0 DRAWN BY SUED FOR PRELIMINARY -J LL F- cc W CHECKED B Cfl vJ J_ 2w 0 0 0 °C0z a< oU W� WI— J W 0 34'-1 1 " AFF VIF PARAPET ditik29'-2" AFF VIF PARAPET dik22'-11" AFF VIF PARAPET 16'-8" AFF GLAZING HEAD 10'-0" AFF GLAZING HEAD AILO'-0" AFF FINISH FLOOR LIT SIGNAGE BY OTHERS UNDER SEPARATE REVIEW, PERMIT ROOF LINE ILLUMINATED 'OPEN' SIGN BY TENANT CUSTOM DOOR HANDLES AND WINDOW FILM BY TENANT CONCEPT BY: r I— J 0 O cc w W J J N 0 0 4 4 I0 Un U) 0 w z z_ W aL z W W PHONE 952-944-7576 952-944-7585 ALL RIGHTS RESERVED LEASE LINE REMOVE EXISTING DOOR AND INSTALL NEW GLAZING TO MATCH EXISTING SYSTEM WASHINGTON REG.NO. 6369 EXP. DATE 01 JULY 17 � d O N L) F ZZ o aJ 0=0 Q_ I-- L Q ww O Z J O Z CO SOUTHCENTRE SQUARE >- w w cc co Z co w rn 00Q ww�CNI SC STORE # 1604.785 LM PROJECT NO. J m � a CD LU I— • < 0 0 M ELEVATION SCALE: 1/4" = 1'-0" ELEVATION SCALE: 1/4" = 11-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 City of Tukwila BUILDINGINVISION RECEIVED CITY OF TUKWILA MAR 14 2016 tte PERMIT CENTER � 0D tio z O W a` PER LL CMNT oa DOCUMENT DATE 23 FEBRUARY 16 —J 2 0 DRAWN BY W Q 0 ISSUED FOR PRELIMINARY I - 2 W a. CHECKED BY H W UJ S U) 0 z 0 w.j wQ zw LL cc ozs w cc 0 (n H 34'-1 1 " AFF VIF PARAPET AlL29`-2" AFF VIF PARAPET dik22'-11" AFF VIF -IFPARAPET 16'-8" AFF GLAZING HEAD 10'-0" AFF GLAZING HEAD AILO'-0" AFF FINISH FLOOR l op J SIGNAGE BY OTHERS UNDER SEPARATE REVIEW, PERMIT ROOF LINE — 9'-6" DIA. ICON SUPPLIED BY FM ON PT4 WALL BEYOND ELEVATION SCALE: 1/4" = 1 '-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 05 2016 • City of Tukwila BUILDWG EILVISlON tLfrObto(o RECEIVED CITY OF TUKWILA MAR 14 2016 PERMIT CENTER CONCEPT BY O 4 Q 4 O in H 0 w Z z J ed W � � _ � a O Q co IX CP �Y Q �- N E n Lf) o Zo,.� CN ▪ x O CI _ W VALLEY VIEW 10 ALL RIGHTS RESERVED WASHINGTON N J 0 M 0 w O Q0 z W X CC w N d' �!) 1— z z oCo Q J 0=0 U 1- a. L Q ww oz J o z � CO 6 U 0 a 0 SOUTHCENTRE SQUARE >- a_ W co cc co z00 0od 0 w LO 1- (n 0 00 SC STORE # 1604.785 LM PROJECT NO. } CO J 0 W H 0 0 M Z 0 w PER LL CMNT zaaaaaaa DOCUMENT DATE 23 FEBRUARY 16 J 0 DRAWN BY w H 0 ISSUED FOR PRELIMINARY J z U- H 2 w a 2 CHECKED BY KEY NOTES: Oi EXISTING LANDLORD PROVIDED GAS HEAT ROOFTOP UNIT TO BE REUSED — SEE SCHEDULE FOR AIR BALANCE AND REFURBISHING REQUIREMENTS. VERIFY EXISTING R.A. SMOKE DETECTOR, PROVIDE NEW IF REQUIRED. VERIFY EXACT LOCATION ON SITE. O2 CONNECT NEW DUCT TO EXISTING DUCT DROP WITH TRANSITION — DO NOT "HARD TAP" DROPS FROM UNIT. VERIFY EXISTING DROP SIZE IN FIELD. O3 INSTALL NEW SPIN—IN TAKE OFF IN SUPPLY AIR DUCTWORK. PROVIDE MANUAL VOLUME DAMPER. (TYPICAL FOR ALL) 4O FLEX DUCT 5'-0" MAX LENGTH. TYPICAL FOR ALL. O5 VOLUME DAMPER TO BE ACCESSIBLE THROUGH TMS PLASTER FRAME. COORDINATE LOCATION IN FIELD. O EXISTING TOILET ROOMS TO REMAIN. CONTRACTOR SHALL BRING ALL EQUIPMENT AND COMPONENTS TO "LIKE NEW" CONDITION. PROVIDE NEW OF LIKE MODEL AND SIZE AS REQUIRED. VERIFY ALL CONDITIONS ON SITE PRIOR TO BID. 7O RELOCATE EXISTING THERMOSTAT TO LOCATION SHOWN — MOUNTED AT 4'-0" A.F.F. CONFIRM OPERATION OF EXISTING THERMOSTAT PRIOR TO REUSE. SPACE LOAD CALCULATIONS DESIGN TEMPS SUMMER WINTER O.A.D.B. 85 0 A D B 23 DEG F O.A.W.B 65 IADB 70 DEG F 75 IADB DEG DEG DEG F F F GAINS SOLAR LOAD ROOF LOAD GLASS LOAD WALL LOAD LIGHTS PEOPLE PEOPLE (SENS) PEOPLE (LAT) INFILTRATION (SENS) INFILTRATION (LAT) MISCELLANEOUS VENTILATION (SENS) VENTILATION (LAT) SUPPLY FAN LOAD SENS. LOAD TOTAL LOAD TOTAL CFM 54163 5415 1627 1057 12356 31 6821 8370 760 (50) 3824 4488 (366) 4448 99,429 107,374 4000 BTU H BTU H BTU H BTU H BTU H BTU H BTU H BTU H BTU H BTU H BTU H BTU H BTU H BTU H BTU H LOSS 5581 BTUH 18516 BTUH 3794 BTUH 4794 BTUH 34733 BTUH (4448) BTUH TOTAL 62,906 BTUH VENT. 700 CFM OUTSIDE AIR CALCULATION OUTSIDE AIR CALCULATION BASED MECHANICAL CODE AREA #1 — SALES 0.12 CFM/SQFT. X 2128 SQ. FT. = 7.5 CFM / PERSON X 32 PEOPLE = ON THE 2012 WASHINGTON AREA #2 — STORAGE 0.12 CFM/SQFT. X 506 SQ. FT. = VENTILATION SUBTOTAL: VENTILATION EFFECTIVENESS: MINIMUM VENTILATION REQUIRED: VENTILATION SUPPLIED: NET SQ. FOOTAGE: 2128 256 240 VENTILATION (CFM): 496 NET SQ. FOOTAGE: 506 VENTILATION (CFM): 61 557 CFM .80 696 CFM 700 CFM MECHANICAL NOTES 1. ALL EQUIPMENT, INSTALLATION AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE LANDLORD CRITERIA. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING, PRIOR TO FINAL BID, ALL EXISTING STUB—INS, TAPS, ETC. FOR PLUMBING AND MECHANICAL SYSTEMS WITHIN TENANT SPACE. 3. NO FIBERGLASS DUCT BOARD ALLOWED. 4. BRANCH DUCT RUN OUTS TO DIFFUSERS SHALL BE SAME SIZE AS DIFFUSER NECK UNLESS OTHERWISE SPECIFIED. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL CONNECTIONS TO THE LANDLORD'S BASE SYSTEMS. COORDINATE ALL SYSTEMS IN THE FIELD. 6. VERIFY LOCATION OF ANY PENETRATION OF ROOF WITH LANDLORD. ALL ROOF PENETRATIONS, PATCHING AND FLASHING SHALL BE BY LANDLORD APPROVED ROOFING CONTRACTOR AT TENANT CONTRACTOR'S EXPENSE. 7. PVC PIPING IS PROHIBITED. 8. ALL FIRE PROTECTION AND SPRINKLER WORK SHALL BE PERFORMED BY LANDLORD—APPROVED FIRE PROTECTION CONTRACTOR AT THE TENANT'S EXPENSE. 9. CONTRACTOR SHALL SUBMIT CERTIFIED AIR BALANCE REPORT INCLUDING ALL ASSOCIATED AIR TEMPERATURES AND PRESSURES AS APPLICABLE. SEND TWO COPIES TO OWNER FOR APPROVAL. 10. CEILING CONTRACTOR TO PROVIDE ADEQUATE ACCESS IN OPEN CEILING GRID AT DIFFUSER/DAMPER LOCATIONS FOR PURPOSE OF AIR BALANCING. 11. REMOVE ALL UNUSED PIPING, HVAC EQUIPMENT, DUCTWORK AND ACCESSORIES. DO NOT ABANDON. 0 A-12"0 400 F E ><, D 650 "0 A-8"� Frl L_ 0 oIt • • 8" 18/1 A-12"� 400 _ J A A D 675 \ RTU 0 co co B-10"0 300 I X r —1 I �—NI I L J 118/18 9 1 A-12"0 495 A A A • 0 D 2000 RTU _U DIFFUSER, GRILLE & REGISTER SCHEDULE EQUIP. TAG SERVICE MOUNTING TYPE DESCRIPTION ACCESSORIES FINISH MANUF. MODEL N0. A SUPPLY LAY—IN 24"X24" OBD SEE NOTE TITUS TMS B SUPPLY SURFACE �� 24 X24 OBD, RAPID MOUNT FRAME SEE NOTE TITUS TMS C SUPPLY SURFACE 8"X12" OBD SEE NOTE TITUS 300RL D RETURN LAY—IN 24"X24" --- SEE NOTE TITUS PAR E TRANSFER LAY—IN 24"X12" --- SEE NOTE TITUS PAR F TRANSFER SURFACE 24"X12" --- SEE NOTE TITUS PAR NOTE: ALL GRILLES, REGISTERS & DIFFUSERS MUST BE PAINTED TO MATCH CEILING TILE COLOR. VERIFY EXACT COLOR WITH ARCHITECT. HVAC FLOOR PLAN M1.0 1/4"=1'-0" IF YOU HAVE ANY QUESTIONS REGARDING THE MECHANICAL PLANS, PLEASE CALL THE MECHANICAL DESIGNER. DESIGNER: PHONE/FAX: E—MAIL: CRAIG ENGLE 612-465-7680/612-465-7780 craig.engIe@dunhameng.com EXISTING ROOFTOP UNIT SCHEDULE (GAS HEAT/ELEC. COOL) MARK MFG/ MODEL DISCHARGE TONS ESP CFM OUTSIDE AIR CFM ENTERING AIR CONDITIONS GROSS COOLING CAPACITY (MBH) EER ® ARI HEATING CAPACITY AFUE ELECTRICAL ACCESSORIES UNIT WEIGHT (LBS) TOTAL SENSIBLE INPUT OUTPUT VOLT/PH/HZ RTU -1 YORK D8CG060 VERTICAL 5 .75 2000 350 76.5E DB 63.8 WB ® 92F AMBIENT EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING RTU -2 YORK D8CG060 VERTICAL 5 .75 2000 350 76.5E DB 63.8 WB ® 92F AMBIENT EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING NOTE: MECHANICAL CONTRACTOR SHALL PERFORM SERVICE AND REPAIR OF THE EXISTING ROOF TOP UNIT AND ITS ACCESSORIES AS FOLLOWS, BUT ARE NOT LIMITED TO: CLEAN ALL COILS, THE FILTERS AND BELTS, INSPECT, REPAIR OR REPLACE DRIVES, FAN BEARINGS, MOTORS, CONTROL COMPONENTS, VALVES AND ANY OTHER ITEM NECESSARY FOR A COMPLETE AND OPERATING SYSTEM. THIS CONTRACTOR SHALL ALSO VISIT THE SITE PRIOR TO BIDDING AND VERIFY ALL EXISTING SITE CONDITIONS. WORK, EQUIPMENT, AND ACCESSORIES TO BRING EXISTING SYSTEM TO GOOD WORKING CONDITION SHALL BE COVERED UNDER CONTRACTOR'S ORIGINAL BID AND AT NO ADDITIONAL CONTRACTOR SHALL VERIFY ALL ON SITE CONDITIONS PRIOR TO BID. 1. THE REPLACE PROPER 2. ALL EXPENSE. MECHANICAL SYMBOLS X L. SUPPLY DIFFUSER SUPPLY DIFFUSER W/ BLANK—OFF RETURN GRILLE VOLUME DAMPER sn SMOKE DETECTOR DIFFUSER TYPE/NECK SIZE CFM REQUIRED A-10"� 450 0 THERMOSTAT POINT OF CONNECTION ll� - bo (00 SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED CITY OF TUKWILA MAR 14 2016 PERMIT CENTER PROJECT NO. 0416865-047 [1 f Q 2 z Dunham Associates, Inc. Fax 612.465.7551 PHONE 612.465.7550 0 re w w J J 0 0 dunhameng.com 4 4 U, a I- 0 w z z z w a a z w w mechanical + electrical consulting engineering PHONE 952-944-7576 U) 4 4 a N 0' a w N F- ZZ CLL;2 Q 010 UI -Q. Lo Boz � rn� DOCUMENT DATE 23 FEBRUARY 16 W C-) DRAWN BY w 0 ISSUED FOR PRELIMINARY J z U- H m w a CHECKED BY 0 w J H h SOUTHCENTRE SQUARE 17250 SOUTHCENTRE PKWY SUITE 100 TUKWILA, WA 98188 SC STORE # TBD LM PROJECT NO. 1604.785 m DATE REVISION z CC CCCCC DOCUMENT DATE 23 FEBRUARY 16 W C-) DRAWN BY w 0 ISSUED FOR PRELIMINARY J z U- H m w a CHECKED BY 0 w J H h GENERAL FIRE PROTECTION WORK INCLUDED: EACH CONTRACTOR SHALL VERIFY LANDLORD REQUIREMENTS. BID AND INSTALLATION SHALL BE BASED ON SUCH REQUIREMENTS. DRAWINGS AND SPECIFICATIONS. MECHANICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL WORK WITH THAT OF OTHER TRADES ON THE PROJECT PREVENTING UNNECESSARY CONFLICTS OR DELAYS DURING CONSTRUCTION. IF FOR ANY REASON EXISTING EQUIPMENT TO BE RE -USED NEEDS REPLACEMENT PARTS, THIS COST IS TO BE COVERED UNDER ORIGINAL CONTRACT AMOUNT AND WILL NOT BE ACCEPTED AS AN EXTRA COST OR EXPENSE. CONTRACTOR MUST INSPECT ALL EQUIPMENT TO BE RE -USED AT TIME OF BIDDING OR NEGOTIATING PERIOD. CONTRACTOR SHALL EXAMINE THE SITE, COMPARE IT WITH DRAWINGS AND SPECIFICATIONS AND BECOME FAMILIAR WITH EXISTING CONDITIONS BEFORE SUBMITTING A BID. NO ALLOWANCE WILL SUBSEQUENTLY BE MADE IN BEHALF OF THIS CONTRACTOR BY REASON OF ANY ERROR ON HIS PART. CODES AND STANDARDS: ALL CODES, ORDINANCES, RULES, REGULATIONS, ORDERS, AND OTHER LEGAL REQUIREMENTS WITH WHICH COMPLIANCE IS REQUIRED BY GOVERNING AUTHORITIES SHALL BE ADHERED TO. CONTRACTOR SHALL VERIFY WITH HVAC PLAN TO COORDINATE THE REQUIREMENT OF PLENUM RATED FIXTURES, PIPING, WIRING, ETC. FAILURE TO DO SO COULD RESULT IN THE REMOVAL AND REPLACEMENT OF THESE ITEMS AT NO ADDITIONAL COST TO THE TENANT. DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED AS SUPPLEMENTING EACH OTHER. WORK SPECIFIED BUT NOT SHOWN ON DRAWINGS, OR SHOWN ON DRAWINGS BUT NOT SPECIFIED, SHALL BE PERFORMED OR FURNISHED AS THOUGH MENTIONED IN BOTH SPECIFICATIONS AND DRAWINGS. IF NOT OTHERWISE DIRECTED, INSTALLATION OF ALL SYSTEMS AND EQUIPMENT SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE WORK DESCRIBED IN THE SPECIFICATIONS IS IN CONFLICT WITH THE WORK SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL SUPPLY THE GREATER QUANTITY, QUALITY AND COST VIA THE BID AND CONTACT THE ENGINEER FOR CLARIFICATION ON DIRECTION PRIOR TO INSTALLATION. MECHANICAL SCOPE A. THE WORK COVERED BY THIS SPECIFICATION INCLUDES THE COMPLETE HEATING AND AIR CONDITIONING SYSTEM. B. THE WORK TO BE PERFORMED UNDER THE HEATING AND AIR CONDITIONING SPECIFICATIONS AND DRAWINGS CONSISTS OF FURNISHING ALL LABOR AND MATERIAL FOR THE COMPLETE INSTALLATION OF ALL HEATING AND AIR CONDITIONING SYSTEM FOR TENANT SPACE. THE WORK SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, THE FOLLOWING: 1. HEATING/COOLING UNITS 2. TOILET ROOM EXHAUST SYSTEMS 3. AUTOMATIC TEMPERATURE CONTROL 4. DUCTWORK AND AIR CONTROL 5. USE OF CRANE TO PLACE ROOF TOP EQUIPMENT (WHEN REQUIRED) GENERAL: A. THIS SPECIFICATION IS INCLUSIVE FOR EACH ITEM REQUIRING ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO PROPERLY INSTALL, ALTER, ADJUST, AND PUT IN OPERATION, THE COMPLETE HEATING AND AIR CONDITIONING SYSTEM. B. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER LAYOUT AND CONSTRUCTION OF THE WORK INCLUDED IN THIS CONTRACT. LAWS, ORDINANCES AND REGULATIONS: A. ALL SYSTEMS IN ALL AND/OR PART SHALL CONFORM TO ALL PERTINENT LAWS, ORDINANCES AND REGULATIONS OF ALL BODIES HAVING JURISDICTION, AT ALL GOVERNING LEVELS, NOTWITHSTANDING ANYTHING IN THESE DRAWINGS OR SPECIFICATIONS TO THE CONTRARY. IN CASE OF CONFLICT BETWEEN GOVERNING LEVELS, THE MORE STRINGENT LAWS SHALL APPLY. B. THE CONTRACTOR SHALL PAY ALL FEES AND OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BY ANY AUTHORITY HAVING JURISDICTION IN CONNECTION WITH HIS WORK. MATERIALS AND EQUIPMENT: A. ALL MATERIALS SHALL BE NEW AND SHALL BE OF THE TYPE AND SHALL MEET THE CAPACITIES OF EQUIPMENT SPECIFIED ON THE DRAWINGS. ALL MATERIALS AND EQUIPMENT UTILIZED SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA. B. ALL EQUIPMENT OFFERED UNDER THESE SPECIFICATIONS SHALL BE LIMITED TO PRODUCTS REGULARLY PRODUCED AND RECOMMENDED FOR SERVICE, IN ACCORDANCE WITH ENGINEERING DATA, RATINGS, OR OTHER COMPREHENSIVE LITERATURE MADE AVAILABLE TO THE PUBLIC AND IN EFFECT AT THE TIME OF OPENING OF BIDS. C. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS FOR TYPE AND CAPACITY OF EACH PIECE OF EQUIPMENT USED. WORKMANSHIP: A. ALL HEATING EQUIPMENT SHALL BE INSTALLED IN A WORKMANLIKE MANNER MEETING THE ACCEPTED STANDARDS OF THE HEATING INDUSTRY. THE WORK SHALL BE DONE BY SKILLED HEATING CRAFTSMAN, AND SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF ASHRAE AND/OR THE SMACNA MANUAL. CUTTING, PATCHING AND PAINTING: UNLESS OTHERWISE DIRECTED BY THE LANDLORD CRITERIA, THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING REQUIRED IN CONNECTION WITH HIS WORK. ALL FINISHED SURFACES THAT ARE CUT SHALL BE REPLACED IN KIND SO THAT THERE ARE NO VISIBLE EVIDENCE OF "PATCH". PAINTING OF MECHANICAL WORK SHALL BE BY PRIME CONTRACTOR. ALL EQUIPMENT WHICH HAS HAD THE FINISH DAMAGED BY INSTALLATION OR TRANSPORTATION SHALL BE REFINISHED. ROOF AND OTHER PENETRATIONS: EACH CONTRACTOR REQUIRING OPENINGS IN THE ROOF OF THE BUILDING STRUCTURE (WHERE REQUIRED) SHALL MAKE ARRANGEMENTS WITH THE LANDLORD FOR SUCH OPENINGS. PROCEDURE AND COST ARRANGEMENTS SHALL BE OUTLINED IN THE LANDLORD CRITERIA. COMPLY WITH ALL LANDLORD REQUIREMENTS. ALL ROOF PENETRATIONS SHALL BE ARRANGED TO PROVIDE A WEATHER -TIGHT INSTALLATION. THE INSTALLATION SHALL INCLUDE, WHERE REQUIRED, VENTILATING COLLARS TO GIVE PROPER CLEARANCE FROM COMBUSTIBLE ROOFS, FLOORS, CEILINGS OR OTHER SUCH STRUCTURES. FIRE -PROOFING SHALL BE PROVIDED USING MATERIALS CONFORMING WITH MUNICIPAL CODES AND ORDINANCES. DUCTWORK: A. ALL DUCTWORK SHALL BE INSTALLED AS SHOWN ON MECHANICAL DRAWINGS. B. THE DUCTWORK SHALL BE CLEAR INSIDE OF THE SIZES SHOWN ON THE DRAWINGS. ALL DUCTS TO BE SHEET METAL DUCTS AS PER ASHRAE AND SMACNA GUIDLINES. C. FLEXIBLE DUCTS SHALL BE LIMITED TO 5'-0" MAX. FOR CONNECTION TO AIR DEVICES. D. DUCTWORK SHALL BE "FACTORY MADE" CLASS 1 GALVANIZED SHEET METAL WITH IRON SUPPORTS SECURED TO OVERHEAD MEMBERS AT 5'-0" ON CENTER. DUCTWORK MATERIALS SHALL BE PER CURRENT MECHANICAL CODE. DUCTWORK INSULATION: A. SUPPLY, RETURN, OUTDOOR AIR, AND EXHAUST DUCTWORK BE WRAPPED WITH MINIMUM R-6 FIBERGLASS, FOIL BACKED INSULATION TO PREVENT CONDENSATION. B. EXPOSED DUCTWORK DOES NOT NEED TO BE INSULATED. GRILLES AND DIFFUSERS: GRILLES AND DIFFUSERS SHALL BE AS MANUFACTURED BY KREUGER, HART AND COOLEY, BARBERCOLMAN, OR TITUS. EACH IS TO BE FITTED WITH A VOLUME DAMPER. (OPPOSED BLADE DAMPER) TESTING AND BALANCING CERTIFIED (MBC OR NABB) INDEPENDENT TESTING COMPANY TO TEST AND BALANCE SYSTEM TO CFM AS SPECIFIED. REPORT RESULTS TO TENANT AND ARCHITECT. GUARANTEE: A. EACH CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE IN WRITING ALL MATERIALS, EQUIPMENT, AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE OF OWNER. THE CONTRACTOR SHALL PROVIDE FREE SERVICE FOR ALL EQUIPMENT INVOLVED IN HIS CONTRACT DURING THIS GUARANTEE PERIOD. B. THE GUARANTEE SHALL INCLUDE RESTORATION OF ITS ORIGINAL CONDITION OF ALL ADJACENT WORK THAT MUST BE DISTURBED IN FULFILLING THIS GUARANTEE. C. ALL SUCH REPAIRS AND/OR REPLACEMENTS SHALL BE MADE WITHOUT DELAY, AND AT THE CONVENIENCE OF THE OWNER. SUBSTITUTIONS: A. APPROVALS OF SUBSTITUTIONS FOR "APPROVED EQUAL", MUST BE IN WRITING AND SUBSTITUTION MUST BE APPROVED BEFORE INSTALLATION. INSTALLATION WITHOUT PRIOR APPROVAL MAY RESULT IN CONTRACTOR REMOVING SUBSTITUTION AND REPLACING IT WITH SPECIFIED ITEM AT HIS EXPENSE. B. APPROVAL MAY BE GIVEN BY ARCHITECT, ENGINEER OR OWNER. TEMPERATURE CONTROL: RELOCATE EXISTING (2) THERMOSTATS AS SHOWN ON M1.0. A. TEMPERATURE CONTROL SHALL BE BY A WALL MOUNTED HEATING/COOLING THERMOSTAT, WITH SUBBASE HAVING SELECTOR SWITCHES FOR "ON/AUTO" AND "HEAT/OFF/COOL" TEMPERATURE RANGE FROM 50 DEGREES F. TO 90 DEGREES F. B. THIS STANDARD SYSTEM TO BE USED UNLESS SPECIAL CONTROL SYSTEM IS CALLED FOR OR SHOWN ON DRAWINGS. MECHANICAL UNIT: A. REUSE (2) YORK GAS/ELEC ROOFTOP UNITS. SEE SCHEDULE FOR BALANCE AND SPECIFICATIONS. B. ALL UNITS SHALL BE WITH WATERPROOFED AND INSULATED DRAIN PANS AND SHALL BE INTERNALLY ENGINEERED WITH RIGID FIBERGLASS BOARD AND NEOPRENE COATING. PROVIDE FACTORY ENGINEERED VIBRATION ISOLATORS FOR MOUNTING EACH UNIT. FURNISH EACH UNIT WITH A DISCONNECT SWITCH. C. ALL UNIT CASINGS SHALL BE DIEFORMED STEEL WITH SMOOTH PANEL CONSTRUCTION WITHOUT PROJECTING ANGLES OR EDGES. ALL COMPONENTS HAVE REMOVABLE PANELS FOR ACCESS TO INTERIOR AND SHALL BE INTERNALLY BOLTED TO ADJACENT COMPONENTS. PREPUNCHED STRUCTURAL STEEL HANGERS SHALL BE WELDED TO THE CASING. D. FANS SHALL BE STATICALLY AND DYNAMICALLY BALANCED FORWARD -CURVED, MULTI -BLADE TYPE V -BELT DRIVES SHALL INCLUDE VARIABLE PITCH SHEAVE ON THE MOTOR PULLEY OF ALL MOTORS. MOTOR BASES SHALL BE OF THE SLIDE RAIL ADJUSTABLE TYPE. SHAFTS SHALL BE OF SINGLE PIECE CONSTRUCTION, BALANCED, AND SIZED TO OPERATE AT LEAST 25% BELOW CRITICAL SPEED BEARING SHALL BE SELF -ALIGNING TYPE, STUD MOUNTED IN RECESSED BEARING HOUSINGS FOR EXTERIOR ACCESS. BEARINGS SHALL TYPE WITH GREASE LUBRICATION LINES EXTENDED TO THE OUTSIDE OF THE CASING. E. ELECTRICAL WIRING OF MOTORS AND EQUIPMENT AS SPECIFIED ON DRAWINGS. F. SEQUENCE OF CONTROL (ROOF TOP UNIT) 1. OCCUPIED HOURS. A. UNIT OUTDOOR AIR DAMPER SHALL OPEN TO ITS MINIMUM POSITION AND UNIT SUPPLY FAN SHALL OPERATE CONTINUOUSLY. B. UNIT COMPRESSOR(S) SHALL CYCLE OR HEAT EXCHANGER SHALL STAGE TO MAINTAIN SPACE SETPOINT. C UNIT ECONOMIZER CYCLE SHALL BE INITIATED UPON A SIGNAL FROM OUT DOOR AIR SENSORS. OUTDOOR AIR DAMPER, RETURN AIR DAMPER, AND UNIT COMPRESSOR(S) SHALL CYCLE TO MAINTAIN SPACE SETPOINT. 2. UNOCCUPIED HOURS. A. UNIT OUTDOOR AIR DAMPER SHALL REMAIN CLOSED AND UNIT SUPPLY FAN SHALL CYCLE ON A SIGNAL FROM SPACE SENSOR. B. UNIT COMPRESSOR(S) SHALL CYCLE OR HEAT EXCHANGER SHALL STAGE WITH UNIT SUPPLY FAN TO MAINTAIN SPACE SETPOINT. EXECUTION -INSTALLATION: A. GENERAL CONTRACTOR TO VERIFY MALL SPRINKLER CONTRACTOR REQUIREMENTS AND USE SPECIFIED CONTRACTOR IF REQUIRED. B. INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 13. INSTALL SPRINKLER PIPING PRODUCTS WHERE REQUIRED IN ACCORDANCE WITH RECOGNIZED PRACTICES TO ENSURE THAT FIRE PROTECTION SPRINKLER PIPING COMPLIES WITH GOVERNING REQUIREMENTS AND SERVES THE INTENDED PURPOSES. C. EXAMINE OTHER WORK SHOWN ON THE DRAWINGS AND CONDITIONS AT THE JOB SITE. COORDINATE THE ROUTING OF WORK WITH OTHER TRADES TO AVOID INTERFERENCE WITH OTHER INSTALLATIONS. D. PIPE ROUTING AND SPRINKLER HEAD LOCATIONS SHALL BE LOCATED AS REQUIRED TO AVOID EQUIPMENT, PLUMBING, HEATING AND AIR CONDITIONING PIPING, DUCTWORK, LIGHTING FIXTURES, ELECTRICAL CONDUITS AND BUS DUCTS AND SIMILAR WORK. E. PROVIDE PIPE OFFSETS AS REQUIRED TO COMPLETE THE INSTALLATION. MODIFY PIPE, PREFABRICATED PIPING, PIPE HANGERS AND OTHER COMPONENTS AS REQUIRED TO FIT THE JOB SITE CONDITIONS. CLEANING AND FLUSHING: PRIOR TO CONNECTING SPRINKLER PIPING FOR FLUSHING, FLUSH WATER FEED MAINS, LEAD-IN CONNECTIONS AND CONTROL PORTIONS OF SPRINKLER PIPING. AFTER FIRE SPRINKLER PIPING INSTALLATION HAS BEEN COMPLETED AND BEFORE PIPING IS PLACED IN SERVICE, FLUSH ENTIRE SPRINKLER SYSTEM UNDER PRESSURE, AS REQUIRED TO REMOVE FOREIGN SUBSTANCES AS REQUIRED BY NFPA 13. CONTINUE FLUSHING UNTIL WATER IS CLEAR AND CHECK TO ENSURE THAT DEBRIS HAS NOT CLOGGED SPRINKLERS. TESTING: A. AFTER FLUSHING SYSTEM, TEST FIRE SPRINKLER PIPING HYDROSTATIC ALLY IN ACCORDANCE WITH NFPA 13, AT NOT LESS THAN 200 PSI OR AT 50 PSIG. CHECK SYSTEM FOR LEAKAGE AT JOINTS. MEASURE HYDROSTATIC PRESSURE AT LOW POINT OF EACH SYSTEM OR ZONE BEING TESTED. B. REPAIR OR REPLACE PIPING SYSTEM AS REQUIRED TO ELIMINATE LEAKAGE IN ACCORDANCE WITH NFPA STANDARDS FOR "LITTLE OR NO LEAKAGE" AND RETEST AS SPECIFIED TO DEMONSTRATE COMPLIANCE. SPRINKLER MAINS AND BRANCHES A. PIPING MATERIAL: BLACK STEEL, SCHEDULE 40 OR LIGHTWEIGHT SPRINKLER PIPE, SCHEDULE 10 ASTM A 135 (IF ALLOWED BY LANDLORD AND LOCAL AUTHORITIES). B. FITTINGS: THREADED, CLASS 175. MECHANICAL COUPLINGS AND TEES OF A ROLLED GROOVED TYPE WILL BE ACCEPTED (IN LIEU OF THREADED) IF BOTH U.L. LISTED AND FIRE MARSHAL APPROVED. INSTALLATION: C. ALL SPRINKLER PIPING SHALL BE CONCEALED UNLESS OTHERWISE INDICATED. ALL PIPING SHALL BE LOCATED TO AVOID INTERFERENCE WITH ALL OTHER ELEMENTS ABOVE CEILINGS, ETC. D. SUPPORT ALL HORIZONTAL PIPING AT NOT GREATER THAN 10 FEET INTERVALS, EXCEPT PIPES OF SIZE 1-1/2" AND LARGER WHICH SHALL BE SUPPORTED AT NOT GREATER THAN FIFTEEN FEET INTERVALS, WITH APPROVED SWIVEL SPLIT RING HANGERS WITH ROD SUPPORTS AND SWAY BRACES AT EVERY THIRD HANGER. E. ALL SPRINKLER PIPING SHALL BE INSTALLED SO THAT IS CAN BE THOROUGHLY DRAINED AND WHERE PRACTICAL, ARRANGE TO DRAIN THE MAIN VALVE. SPRINKLER HEADS A. SPRINKLER HEADS SHALL BE: • SALES AREA, HALLWAY/COORIDORS, TOILET ROOMS WITH LAY -IN ACOUSTIC TILE AND GYPSUM BOARD: CONCEALED WITH COVER PLATE, COLOR TO MATCH CEILING COLOR - COORDINATE WITH ARCHITECT. • STOCK ROOM WITH LAY -IN ACOUSTIC TILE: CONCEALED TYPE, CHROME PLATED HEAD WITH ESCUTCHEON COLOR TO MATCH CEILING COLOR - COORDINATE WITH ARCHITECT. • AREA WITH NO CEILING - CHROME PLATED UPRIGHT. B. ALL SPRINKLER HEADS SHALL BE 1/2" ORIFICE, RATED AT 165 DEGREES WITH A K -FACTOR OF 5.65. C. ALL SPRINKLER HEADS THAT ARE TO REMAIN AND BE REUSED SHALL BE PROTECTED DURING CONSTRUCTION AND CLEANED THOROUGHLY TO INSURE THAT THEY ARE CLEAR OF PAINT AND DEBRIS AND ARE IN GOOD WORKING CONDITION, PRIOR TO PROJECT CLOSEOUT. D. ALL SPRINKLER HEADS SHALL BE INSTALLED IN ACCORDANCE TO NFPA 13 AND ALL LOCAL CODES AND AUTHORITIES HAVING JURISDICTION. PLUMBING SCOPE: A. THE WORK TO BE PERFORMED UNDER THE PLUMBING SPECIFICATIONS AND DRAWINGS CONSISTS OF FURNISHING ALL LABOR AND MATERIAL FOR THE COMPLETE INSTALLATION OF ALL PLUMBING SYSTEMS FOR TENANT SPACE. THE WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: 1. COLD AND HOT WATER SYSTEMS 2. DRAINAGE AND VENT SYSTEMS 3. INSULATION GENERAL: A. THIS SPECIFICATIONS IS INCLUSIVE FOR EACH ITEM REQUIRING ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO PROPERLY INSTALL, ALTER, ADJUST, AND PUT INTO OPERATION, THE COMPLETE PLUMBING SYSTEM . B. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER LAYOUT AND CONSTRUCTION OF THE WORK INCLUDED IN THIS CONTRACT. WORKMANSHIP: ALL WORK MUST BE DONE IN A WORKMANLIKE MANNER TO THE COMPLETE SATISFACTION OF THE ENGINEERS AND SHALL BE PERFORMED BY QUALIFIED MECHANICS. A. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, AND SHALL CONFORM TO THE GRADE, QUALITY AND STANDARDS SPECIFIED HEREIN. ALL MATERIALS AND EQUIPMENT UTILIZED SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA. B. ALL EQUIPMENT OFFERED UNDER THESE SPECIFICATIONS SHALL BE LIMITED TO PRODUCTS REGULARLY PRODUCED AND RECOMMENDED FOR SERVICE, IN ACCORDANCE WITH ENGINEERING DATA, RATINGS, OR OTHER COMPREHENSIVE LITERATURE MADE AVAILABLE TO THE PUBLIC AND IN EFFECT AT THE TIME OF OPENING OF BIDS. C. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS FOR TYPE AND CAPACITY OF EACH PIECE OF EQUIPMENT USED. LAW, ORDINANCES AND REGULATIONS: A. ALL MECHANICAL SYSTEMS IN ALL AND/OR PART SHALL CONFORM TO ALL PERTINENT LAWS, ORDINANCES AND REGULATIONS AND ALL BODIES HAVING JURISDICTION, AT ALL GOVERNING LEVELS, NOTWITHSTANDING IN THESE PLANS AND SPECIFICATION TO THE CONTRARY. IN CASE OF CONFLICT BETWEEN GOVERNING LEVELS, THE MORE STRINGENT LAWS SHALL APPLY. B. CONTRACTOR SHALL PAY ALL FEES AND OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BY ANY AUTHORITY HAVING JURISDICTION IN CONNECTION WITH HIS WORK. C. WHERE APPLICABLE, ALL MATERIAL SHALL BEAR THE THE NATIONAL BOARD OF FIRE UNDERWRITER'S SEAL OF APPROVAL. CERTIFICATES TO THIS EFFECT TO BE FURNISHED TO ARCHITECT TO BE TO ARCHITECT UPON REQUEST. ESCUTCHEONS: A. ALL EXPOSED PIPES, EXCEPT AS OTHERWISE DESCRIBED, PASSING THRU WALLS, FLOORS, CEILINGS, ETC. IN FINISHED SPACES, SHALL BE PROVIDED WITH SOLID PATTERN HEAVY CEILING, FLOOR OR WALL ESCUTCHEONS WITH SET SCREW. ESCUTCHEONS AND PLATES SHALL BE OF STEEL OR MALLEABLE IRON WITH PRIME COAT READY FOR PAINTING. ESCUTCHEONS WILL NOT BE PROVIDED WHERE SLEEVES INTENTIONALLY EXTEND ABOVE FINISHED FLOOR. B. ALL EXPOSED PLUMBING SHORT BRANCH CONNECTIONS TO FIXTURES AND/OR EQUIPMENT PASSING THROUGH WALL OR FLOORS SHALL BE EQUIPPED WITH PRESS BRASS, CHROMIUM PLATED, SOLID TYPE ESCUTCHEONS. GUARANTEE: A. EACH CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE IN WRITING ALL MATERIALS, EQUIPMENT, AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY OWNER. THE CONTRACTOR SHALL PROVIDE FREE SERVICE FOR ALL EQUIPMENT INVOLVED IN HIS CONTRACT DURING THIS GUARANTEE PERIOD. B. THE GUARANTEE SHALL INCLUDE RESTORATION TO ITS ORIGINAL CONDITION OF ALL ADJACENT WORK THAT MUST BE DISTURBED IN FULFILLING THIS GUARANTEE. C. ALL SUCH REPAIRS AND/OR REPLACEMENTS SHALL BE MADE WITHOUT DELAY, AND AT THE CONVENIENCE OF THE OWNER. TEMPORARY SERVICES: A. THE CONTRACTOR, AT HIS OWN EXPENSE AND COST, SHALL INSTALL, OPERATE, PROTECT AND MAINTAIN THE RESPECTIVE TEMPORARY SERVICES AS REQUIRED BY HIS WORK. TEST OF PIPING AND SYSTEM: A. THE SYSTEMS OF PIPING AS INSTALLED BY THIS CONTRACTOR MUST BE TESTED WITH WATER OR AIR AND PROVEN TIGHT TO THE SATISFACTION OF REPRESENTATIVES OF THE OWNER. TESTING INSTRUMENTS MUST BE FURNISHED BY THE PLUMBING CONTRACTOR. B. TEST MUST BE MADE WITH WATER, EXCEPT WHEN THERE IS DANGER FROM FREEZING, THEN TESTS MAY BE MADE WITH AIR. WOODEN PLUGS ARE NOT TO BE USED IN MAKING TESTS. STERILIZATION OF DOMESTIC WATER SYSTEM: A. BEFORE BEING PLACED IN SERVICE ALL WATER LINES SHALL BE CHLORINATED TO THE SATISFACTION OF THE A.W.W.A SPECIFICATIONS C601 -53T. SOIL WASTE AND VENT PIPING: A. SOIL WASTE PIPING SHALL BE SERVICE WEIGHT CAST IRON PIPE, BELL & SPIGOT TYPE AS REQUIRED. B. VENT PIPE SHALL BE SERVICE WEIGHT CAST IRON BELL & SPIGOT TYPE AS REQUIRED PER LOCAL CODE. INSULATE -ALL LINES (ABOVE CEILING/IN WALLS INCLUDED): A. INSULATION ON COLD WATER, HOT WATER, CONDENSATE LINES, ETC., SHALL BE ARMAFLEX II, OR APPROVED EQUAL, WITH THICKNESS AS REQUIRED. MINIMUM THICKNESS IS 1/2" INCH. B. INSULATION ON ROOF DRAINS AND ROOF DRAIN LEADERS SHALL BE FIBERGLASS WITH MULTI-PURPOSE WRAPPING. SUBSTITUTIONS: A. SUBSTITUTIONS WILL BE CONSIDERED FOR "OR EQUAL" BUT MUST BE APPROVED IN WRITING, BY OWNER, ARCHITECT OR ENGINEER, PRIOR TO INSTALLATION. B. IF, AFTER PLANS ARE COMPLETED, AUTHORITIES RULE THAT HANDICAPPED RESTROOM IS REQUIRED, BUT NOT SHOWN, USE AMERICAN STANDARD 'CADET -HI" WATER CLOSETS AND SET LAVATORY AT PROPER HEIGHT WITH LEVER HANDLES. (VERIFY ALL FINAL EQUIPMENT SPECS WITH PLUMBING DRAWING). WATER PIPING: A. WATER PIPING UNDER FLOOR SHALL BE TYPE "K" SOFT COPPER WITH SILVER SOLDER JOINTS. B. WATER PIPING ABOVE FLOOR SHALL BE TYPE "L" HARD DRAWN COPPER WITH LEAD FREE SOLDER JOINTS. GAS PIPING: A. GAS PIPING INCLUDING TAP AND SERVICE SHALL BE INCLUDED. COORDINATE METER LOCATION WITH LOCAL AUTHORITY. B. UNDERGROUND GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE WITH LONG RADIUS STEEL WELDING FITTINGS. PROTECT PIPE AND FITTINGS WITH TRANTEX WRAPPING TAPE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. OTHER TYPE OF PIPE PROTECTION OF EQUIVALENT QUALITY WILL BE OPTIONAL WITH THIS CONTRACTOR. INSTALLATION OF GAS SERVICE PIPING AND MATERIAL SHALL MEET WITH LOCAL GAS COMPANY'S APPROVAL. C. GAS PIPING ABOVE GROUND SHALL BE SCHEDULE 40 BLACK STEEL WITH 125 LB. BLACK MALLEABLE IRON SCREWED FITTINGS AND SUPPORTED AT INTERVALS NOT TO EXCEED 8'-0" AND AT EACH CHANGE IN HORIZONTAL OR VERTICAL DIRECTION. GAS PIPING COMPOUND AT JOINTS SHALL BE IN COMPLIANCE WITH NFPA BULLETIN NO. 54 AND LOCAL APPLICABLE CODES AND SUITABLE FOR NATURAL GAS SERVICE. D. GAS PIPING SHALL SUPPLY HVAC UNITS, WATER HEATER AND KITCHEN EQUIPMENT IF INDICATED ON DRAWINGS BY THIS CONTRACTOR. E. MOISTURE TRAPS SHALL BE INSTALLED ON EACH PIPING DROP FOR HVAC UNITS, WATER HEATER AND KITCHEN EQUIPMENT. RECEIVED CITY OF TUKWILA MAR 14 2016 PERMIT CENTER IF YOU HAVE ANY QUESTIONS REGARDING THE MECHANICAL PLANS, PLEASE CALL THE MECHtql. f ATS DESIGNER. 'ti MITAN APPROVAL DESIGNER: PHONE/FAX: E—MAIL: CRAIG ENGLE REQUIRED 612-465-7680/612-465-7780 craig.engIe®dun hameng.com lU- UOlo1o CONCEPT BY: PROJECT NO. 0416865-047 Dunham Associates, Inc. w I— L) 0 N Q 0 ce VALLEY VIEW n 0 a 0 4 4 M to 10 1,5 U) w z z z w a Q n. z Lu Lu C to to 0 !0 N O inC U E0 U tocol c U L. r c _ E N O 65.5 1.; co _ © 2016 LAM ASSOCIATES, LTD. ALL RIGHTS RESERVED DOCUMENT DATE 23 FEBRUARY 16 W U DRAWN BY w I— Q 0 ISSUED FOR PRELIMINARY -J a z U - cc w a N C.9 CHECKED BY O SPECIFICATIONS LU J I— I— SOUTHCENTRE SQUARE 17250 SOUTHCENTRE PKWY SUITE 100 TUKWILA, WA 98188 SC STORE # TBD LM PROJECT NO. 1 604.78 5 m DATE REVISION z CCCCCCC DOCUMENT DATE 23 FEBRUARY 16 W U DRAWN BY w I— Q 0 ISSUED FOR PRELIMINARY -J a z U - cc w a N C.9 CHECKED BY O SPECIFICATIONS LU J I— I— STOCK ROOM LAY -IN CEILING VACUUM BREAKER BY P.C. GATE/BALL VALVE BY P.C. (TYP.) C 3/4" 3/4" S -HW INSULATE ALL PIPING IN ACCORDANCE WITH SPECIFICATIONS. UNION BY P.C. (TYP. ) 3/4" T & P RELIEF VALVE BY P.C. DRAIN VALVE BY P.C. 6" /(1 WATER HEATER GALV. DRIP PAN BY P.C. SEPARATE 3/4" DRAINS - DISCHARGE TO UTILITY SINK 4 WATER HEATER MOUNTING DETAIL P1.0 NO SCALE O� LL WH -1 CP1i)WASTE AND VENT RISER DIAGRAM 2 WATER PIPING RISER DIAGRAM NO SCALE P1.0 NO SCALE RECEIVED CITY OF TUKWILA MAR 14 2016 PERMIT CENTER F-4 O O -2 r F-3 0 0 F-1 O O F-2 F-1 C1 PLUMBING PLAN P1.0 NO SCALE KEYED NOTES: O1 EXISTING LAVATORY, WATER CLOSET, AND DRINKING FOUNTAIN TO BE REPLACED IN SAME LOCATION. TENANT CONTRACTOR TO REUSE EXISTING PIPING. SEE SCHEDULE FOR SPECIFICATIONS. VERIFY ALL CONDITIONS ON SITE PRIOR TO BID. O2 CONNECT 3/4" CW TO EXISTING 3/4" MIN CW PIPING. VERIFY ROUTING AND LOCATION ON SITE. • CONNECT 1 1/2" SANITARY VENT TO EXISTING 1 1/2" MIN SANITARY VENT LINE. VERIFY ROUTING AND LOCATION ON SITE. • CONNECT 2" SANITARY WASTE TO EXISTING 2" MIN SANITARY WASTE LINE. VERIFY ROUTING AND LOCATION ON SITE. O5 EXISTING INSTANTANEOUS WATER HEATER BELOW LAVATORY TO BE REUSED. VERIFY ALL CONDITIONS ON SITE PRIOR TO BID. sO PROVIDE NEW WATTS MODEL USG -B THERMAL MIXING VALVE AS REQUIRED BY SITE CONDITIONS. VERIFY ALL CONDITIONS ON SITE PRIOR TO BID. IF YOU HAVE ANY QUESTIONS REGARDING THE MECHANICAL PLANS, PLEASE CALL THE MECHANICAL DESIGNER. DESIGNER: CRAIG ENGLE PHONE/FAX: 612-465-7680/612-465-7780 E—MAIL: craig.engIe@dunhameng.com ELECTRIC WATER HEATER SCHEDULE TAG MANUFACTURER MODEL NO. KW VOLTS NOTES WH -1 A.O. SMITH DEL -6 1.5 SEE ELEC 6 GALLON, 70' RISE ® 8 GPH NOTE: WATER HEATER MOUNTING SHELF - HUBBARD ENTERPRISES, "QUICK STAND" #40-SWHP-WH, WALL MOUNTED EQUIPMENT PLATFORM. PLUMBING FIXTURE SCHEDULE MARK TYPE MANUFACTURE AND MODEL NUMBER W V CW HW REMARKS F-1 WATER CLOSET AMERICAN STANDARD: CADET RIGHT HEIGHT 2467.016 ELONGATED - 1.6 GPF- PRESSURE ASSISTED, COLOR: WHITE; ADA COMPLIANT 3" 2" 1/2" - SEAT: MODEL NO. 5901.110, OPEN FRONT CHURCH, A.D.A. COMPLIANT, COLOR: WHITE. F-2 WLAVATORYALL G AMERICAN STANDARD MODEL CENTERS, 4COLOR: WHIT, FAUCET HES ON 4" 2" 1-1 /2" 1 /2" 1 /2" FAUCET: AMERICAN STANDARD MODEL: NTERREY, 0.0 GPM, T 5500.175. T RSET, A.D A5 COMPLIANT HANDLE CENT F-3 ELECTRIC BI -LEVEL WATER COOLER OASIS MODEL NO. P8ACSL 2" 1 1/2" 1/2" - FURNISH WITH STANDARD CABINET FINISH, TOUCH PAD ARCHITECH TO SPEC. COLOR -A.D.A. COMPLIANT F-4 UTILITY SINK MUSTEE 19F 2" 1 1/2" 3/4" 3/4" FLOOR MOUNTED 34"X20"X24" LAUNDRY TUB. FAUCET: MUSTEE 93.600. CONTRACTOR SHALL PROVIDE VACUUM BREAKER AS REQUIRED. FD FLOOR DRAIN ZURN MODEL #Z-450 3" 1-1/2" - - TYPE "N" STRAINER. PROVIDE WITH COMPLETE BODY ASSEMBLY TRAP PRIMER TAP SEPARATE FCO FLOOR CLEAN OUT ZURN MODEL #Z-1444 4" - - - 1-)bi HiMMH I AND APPPfVAL NOTE: REQUIRED n 16-0 (ik CONCEPT BY: L& PROJECT NO. 0416865-047 Dunham Associates, Inc. w I- U 0 N 03 CU W C C tol0) C C C O U N U W U C W t n m E DOCUMENT DATE 23 FEBRUARY 16 w U DRAWN BY w I- 0 ISSUED FOR PRELIMINARY J z U- uJ w a CD CHECKED BY 0 n SOUTHCENTRE SQUARE 17250 SOUTHCENTRE PKWY SUITE 100 TUKWILA, WA 98188 SC STORE # TBD LM PROJECT NO. 1604.785 m DATE REVISION z CCCCCCC DOCUMENT DATE 23 FEBRUARY 16 w U DRAWN BY w I- 0 ISSUED FOR PRELIMINARY J z U- uJ w a CD CHECKED BY 0 n GENERAL NOTES A. ALL LIGHT FIXTURES WITH LAMPS PROVIDED THROUGH TENANT'S VENDOR. INSTALLED AND CONNECTED BY ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE. B. COORDINATE EXACT FIXTURE LOCATION WITH ARCHITECTURAL REFLECTED CEILING PLAN. C. TYPE "T1" TRACK TO BE MOUNTED TO CEILING ON GRID SYSTEM. SEE LIGHTING PLAN THIS SHEET AND ARCHITECTURAL DETAILS. D. AFTER MERCHANDISE FIXTURES ARE IN PLACE, ELECTRICAL CONTRACTOR TO CLEAN AND AIM ALL LIGHT FIXTURES AS DIRECTED BY OWNER. E. ELECTRICAL CONTRACTOR IS TO PROVIDE TEMPORARY LIGHTING AND CONSTRUCTION POWER WITHIN THE SPACE. F. 'NL' INDICATES NIGHT LIGHT, 'EM' INDICATES EMERGENCY LIGHT. G. LIGHTING FIXTURE BALLASTS SHALL BE HIGH POWER FACTOR CBM LABELED. STOCKROOM DAYLIGHTING DAYLIGHTING SALES LIGHTING ZONE ZONE LIGHTING SALES DISPLAY ACCENT LIGHTING LIGHTING TRACK LED FURNITURE SALES LIGHTING ACCENT/LIGHTING DISPLAY LIGHTING (2) CNOSWITSCALE H 3A\ NOTES FOR THIS DRAWING O1 ELECTRICAL SERVICE LOCATION. SEE RISER DIAGRAM AND PANELBOARD SCHEDULES. SEE SHEET E3.0 O2 SWITCH LOCATION. SEE SWITCH -BANK DETAIL 2/E1.0. SEE SHEET E1.0 FOR LIGHTING CIRCUITS. VERIFY EXACT LOCATION OF SWITCHES PRIOR TO ROUGH -IN. PROVIDE 2 ROWS OF SWITCHES. EACH DIMMER TO MOUNTED IN ITS OWN INDIVIDUAL JUNCTION BOX. O3 J -BOX W/ DISC. SW., PER NEC ART. 600, ABOVE ACCESSIBLE CEILING FOR CONNECTION TO STOREFRONT SIGN. VERIFY EXACT LOCATION <> CIRCUIT EXIT, EMERGENCY BALLAST AND NIGHT LIGHTING AHEAD OF SWITCH. O OCCUPANCY SENSOR MOUNTED AT 48" A.F.F. OCCUPANCY SENSOR SHALL CONTROL FAN AND LIGHT IN TOILET ROOM. COORDINATE WITH MANUFACTURER. SET OCCUPANCY SENSOR TIMER TO 15 MINUTES. <> VERIFY CODE COMPLIANCE. LANDLORD PROVIDED EMERGENCY AND GENERAL LIGHT FIXTURES. CLEAN AND RE -LAMP AS REQUIRED. REPORT ANY INADEQUACY. O7 E.C. INSTALL CURRENT -LIMITING BREAKER AT END OF TRACK. OS PROVIDE DAY -LIGHT SENSOR: WATTSTOPPER #LMLS-400. CONTROL ALL TYPE 'B' FIXTURES IN THIS ZONE WITH THIS SENSOR (DIMMABLE). O PROVIDE WATT STOPPER PW -100 FOR OCCUPANCY SENSOR MOUNTED IN CEILING. COORDINATE WITH MANUFACTURER. SET OCCUPANCY SENSOR TIMER TO 15 MINUTES. 10• PRIMARY AND SECONDARY DAYLIGHT BOUNDARY (327 S.F. each). 'K DETAIL P-11 F8 P-11 F8 P-11 F8 P-11 F8 P-11 H 11 LIGHT FIXTURE SCHEDULE SYM ID DESCRIPTION FIXTURE MFR MODEL NUMBER MAX. WATTAGE COMMENTS V A LED TRACK MTD HEAD JUNO T261L-3K—N—WH/SP31367—BL 19 WATTS TRACK HEAD — SEE LIGHTING PLAN FOR LAYOUT T SURF MTD TRACK W/CONNECTIONS JUNO T2WH, T4WH REVISION TRACK FOR "A" HEADS B 6" LED RECESSED DOWNLIGHT INDY L6-2330U—G2/L600P—CL/HB—TL 29 WATTS RECESSED DOWNLIGHTING, 'B—NL' =NIGHT LIGHTING FIXTURE, 'B—EM' =EMERGENCY LIGHTING FIXTURE, RECESSED DOWNLIGHTING WITH FACTORY INSTALLED 7W/300mA EMERGENCY BATTERY BACK UP 0 CF 4" LED RECESSED DOWNLIGHT INDY LA4-23301 /LA400S—CL/HB—TL 33 WATTS DOWNLIGHT WITH FLOOD OPTICS 6 CS 4" LED RECESSED DOWNLIGHT INDY LA4-23301 /LA400S—CL/HB—TL 33 WATTS DOWNLIGHT WITH SPOT OPTICS D 4" LED RECESSED DOWNLIGHT INDY LA4-13301—G2/L400P—CL/HB—TL 29 WATTS RECESSED DOWNLIGHTING, 'B—NL' =NIGHT LIGHTING FIXTURE, 'B—EM' = EMERGENCY LIGHTING FIXTURE, RECESSED DOWNLIGHTING WITH FACTORY INSTALLED 7W/300mA EMERGENCY BATTERY BACK UP E 24" LINEAR LED BAR LITON LULEDB24 8 WATTS SOFFIT HALO LIGHTING F4 FLUORESCENT W/ LENS SURFACE MOUNTED CREE LS4-40L-40K-10V 43 WATTS STORAGE ROOM F8 FLUORESCENT W/ LENS SURFACE MOUNTED CREE LS8-40L-40K-10V 89 WATTS STORAGE ROOM Fis H EMERGENCY LIGHT EXITRONIX LL50—H UNIVERSAL EMERGENCY LIGHT ® J EXIT SIGN EXITRONIX VEX—U—BP—WB—WH UNIVERSAL LED EXIT SIGN — WHITE DETERMINE NO. OF FACES PER PLAN F P -3g _F P -3g CF P -3g F P- 3rd F P-3 ,—P-7 0 CS P -9c 4 B -NL /t P=7 A(2),T(2'- 3") P -13d A(3), T(6' - P -13d 0P-27 go. P-7 B -EM -11 B -EM P _1I B P-11 0 B -EM P=11 B P-11 P-11 0 VIA SW 'a' VIA SW 'b' VIA SW 'x' VIA SW 'yr B -EM P-7cr A(65,T 11'-13") P -13d P-13 VIA SW 'd' A(8),T 10'-0" P -13d B P -7y B P -7b B P -7y B -EM P- 7� Ell 1111EMIAM11 0 B A(6 ),T(8' - P -13 d ") D P -9c CD D P -9c °CS P -9c 0 CS P -9c VIA9SW 'c' D D D P -9c P -9c P -9c B D P -9c 0CS OCS oCS S P -9c P -9c P -9c P -9c CS P 9c T T 01111111111.01 41.MIN • 0� CF P -3g A(2),T 2'-0" P -13d B • P-1 VIA TIM ECLOCK 0 P -3g P-7 0 CF P -3g 0 CF P-3 • A(2),T(2'-0") P -13d CS P -9c 0 B P -7a A(8),T 17'-0") 13d 0 CS P -9c A( ),T(2'-0") P -13d A A A A A(3),T(6'-0") P-13 0 CS P -9c C0 P -3g 0 CF P -3g 0 CF P -3g LIGHTI \G PLA\ 1/4" = l(o-OC) PAilATE IRMIT AND toRTMJIRED RECEWED+ CITY OF TUKWILA MAR 14 2016 PERMIT CENTER CI I— J U) W I• -- Q PROJECT NO. 0416865-047 [1 2 Q I Z D Dunham Associates, Inc. O 0 N � O '5 U, d N t g CD rit; 0) O N co EL FAX 612.465.7551 PHONE 612.465.7550 ,o 4 h. 0i^ ftto3 a° N O os W z z= Za tf) w� r. Zi4 0 O Z °W VALLEY VIEW dunhameng.com w mechanical + electrical consulting engineering co w Q Q D o CC CO Z LLl 2 LL co 0 N 0 DRAWN BY w I- ISSUED FOR PRELIMINARY J z LL CHECKED BY O SOUTHCENTRE SQUARE 17250 SOUTHCENTRE PKWY SUITE 100 TUKWILA, WA 98188 SC STORE # TBD I LM PROJECT NO. 1 604.78 5 m DATE REVISION z CCCCCCC co w Q Q D o CC CO Z LLl 2 LL co 0 N 0 DRAWN BY w I- ISSUED FOR PRELIMINARY J z LL CHECKED BY O NOTES FOR THIS DRAWING 1O INTERCEPT AND EXTEND LANDLORD'S TELEPHONE CONDUIT TO TELEPHONE BACKBOARD LOCATION. IF NOT EXISTING, CONDUIT SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. VERIFY EXACT DISTANCE AND ROUTING IN THE FIELD. COORDINATE WITH LANDLORD'S REPRESENTATIVE. O2 EXISTING WATER HEATER. MAINTAIN EXISTING CONNECTION. LOCATION AND CIRCUIT SHOWN FOR REFERENCE ONLY. COORDINATE WITH PLUMBING. • ELECTRICAL CONTRACTOR TO MOUNT FLUSH DUPLEX RECEPTACLE IN SHOW WINDOW CEILING. CEILING RECEPTACLE IS TO BE 6" FROM FACE OF GLASS IN SOFFIT(S). COLOR: WHITE. COORDINATE LOCATION WITH ARCHITECTURAL REFLECTED CEILING PLAN. O PROVIDE TIME SWITCH: PARAGON MODEL 7000—SERIES OR EQUAL WITH 7 DAY, 24 HOUR SCHEDULING FORMAT, MIN. (4) N.O. 20 AMP 120 VOLT CONTACTS VOLT COIL AND SPRING WOUND RIDE—THROUGH. SWITCH SHALL CONTROL STOREFRONT AND SIGN LIGHTING OR CONTACTOR(S) AS INDICATED. SPEAKERS PROVIDED BY SC, INSTALLED BY GC — WIRE PROVIDED & INSTALLED BY GC SEE RISER DIAGRAM ON SHEET E3.0 FOR MORE INFORMATION. EXISTING RTU -1 AND RTU -2. SHOWN FOR REFERENCE ONLY. COORDINATE WITH MECHANICAL. ELECTRICAL CONTRACTOR SHALL RUN SPEAKER WIRING TO ABOVE PRESSURE MAPPING CABINET IN STOCK ROOM. PROVIDE MIN. 10" SLACK SPEAKER CABLE FOR CONNECTION TO AMPLIFIER BY MUZAK. PROVIDE RECEPTACLES FOR TV AT BACKWRAP PROVIDE READILY ACCESSIBLE GFI RECEPTACLE FOR WATER COOLER. COORDINATE EXACT LOCATION WITH ARCHITECTURAL. 0,G.C. TO PROVIDE (1) EMT 3/4" CONDUIT WITH PULL WIRE ABOVE CEILING FOR FOR CAT 6. PROVIDE J—BOX WITH COVER PLATE AT BACK—WRAP AND EXTEND TO NETWORK CABINET TO CENTER OF SALES STOCK ROOM. FIELD VERIFY ALL LOCATIONS PRIOR TO ROUGH—IN WITH OWNER'S FIELD REPRESENTATIVE. 12 PROVIDE RECEPTACLE FOR FURNITURE. VERIFY LOCATION AND ALL REQUIREMENTS AS REQUIRED. WITH FURNITURE MANUFACTURE. 13 SEE ARCHITECTURAL SHEET FOR DIMENSIONS. PROVIDE FLOOR BOX AS LISTED BELLOW. VERIFY DESIGN WITH MANUFACTURER AND ON SITE CONDITIONS. VERIFY COVER WITH OWNER/ ARCHITECT. VERIFY CORING/TRENCHING REQUIREMENTS WITH LANDLORD'S OPERATIONS MANAGER PRIOR TO BID. ELECTRICAL CONTRACTOR TO VERIFY ALL DIMENSIONS WITH G.C. AND OWNER'S FIELD REPRESENTATIVE PRIOR TO ROUGH—IN. FAILURE TO DO SO WILL BE SOLELY AT THE CONTRACTOR'S EXPENSE TO RELOCATE. (FLUSH FLOOR BOX SHALL BE STEEL CITY OR APPROVED EQUAL.) A. PROVIDE (2) SINGLE GANG OUTLET BOXES, FOR TELEPHONE/DATA OUTLETS, PROVIDE (2) 3/4" CONDUITS WITH PULL WIRE. B. PROVIDE RECEPTACLE AS INDICATED. C. PROVIDE SEPARATE CIRCUITS TO EACH RECEPTACLE AS INDICATED. LABEL THE SWITCHED RECEPTACLE FOR CONNECTION TO FIXTURES IN HEADBOARDS. SEE SHEET E1.0 FOR MORE INFORMATION. Station 1 Wallplate L1L2 RJ -14 Phone #1 L3 PC #1 Modem L2 Fax DSL DSL Line Station 2 Wallplate L1L2 RJ -14 Phone f2 L3 Pc #2 Modem L2 Fax • DSL DSL Line WIRING GUIDELINES FOR TELEPHONE * EACH STORE SHOULD HAVE A DEMARC SOMEWHERE IN THE MALL OUTSIDE OF THE SUITE. THAT DEMARC IS THEN EXTENDED INTO THE SUITE AND TERMINATED TO WHAT IS CALLED THE IN—STORE DEMARC. * TYPICALLY 4 PAIR ARE TO THE DEMARC: THREE FOR POTS VOICE LINES AND A SEPARATE PAIR WHICH IS NEEDED FOR SOME DEDICATED DSL CIRCUITS. * THE COUNTER UNIT WHERE THE PC IS LOCATED IS REFERRED TO AS THE "CASH WRAP". STORES HAVE THREE PHONE LINES PLUS A DSL LINE THAT ALL RUN UP TO THE CASH WRAP. * THERE WILL BE 2 "STATIONS" AT THE CASH WRAP. EACH WILL HAVE A PC AND A 2—LINE, RJ -14 STYLE PHONE. A SEPARATE FACE PLATE AND SET OF JACKS SHOULD BE INSTALLED FOR EACH STATION. * THE FAX WILL SHARE LINE 2. RJ -14 PINOUT * BOTH PCs WILL SHARE LINE 3 FOR OCCASIONAL MODEM USE. * * LABELING PLEASE LABEL ALL JACKS WITH THE APPROPRIATE PHONE NUMBERS. USE A MARKER AND WRITE THE NUMBERS DIRECTLY ON THE FACEPLATE BELOW EACH CONNECTOR. LINE 1 NUMBER (L1): LINE 2 NUMBER (L2): LINE 2 NUMBER (L2): TELEPHO\E NTS RING 2 RING 1 r TIP 2 — TIP 1 STORE PHONE SETS ARE 2—LINE ANALOG SETS. THEY USE AN RJ -14 CONNECTOR AS SHOWN ABOVE WRI\G GENERAL NOTES A. REFER TO ARCHITECTURAL DETAILS FOR COORDINATION OF ALL ELECTRICAL DEVICES. B. REFER TO MECHANICAL DRAWINGS FOR LOCATIONS OF MECHANICAL EQUIPMENT. C. COORDINATE WITH LANDLORD'S FIRE ALARM SYSTEM CONTRACTOR REQUIREMENTS FOR FIRE ALARM SYSTEM: SMOKE DETECTORS, HORN/STROBES, STROBES, ZONE MODULES, MONITORING MODULES AND ALL ASSOCIATED WORK AND COSTS INVOLVED THEREIN. D. AN EQUIPMENT GROUNDING CONDUCTOR IS REQUIRED IN ALL CONDUIT RUNS PER LOCAL CODE. PROVIDE 1 # 8 GROUND FOR EACH HOME—RUN UNLESS OTHERWISE INDICATED. P-16 PROVIDE OUTLET BOX PER PLAN FOR TELEPHONE/DATA OUTLETS, 3/4" CONDUITS WITH PULL WIRE STUBBED INTO ACCESSIBLE CEILING SPACE FOR DATA LINE. PROVIDE QUAD OUTLET BOXES PER PLAN. PROVIDE LABELS ON COVERPLATE. FIXTURE ACCESS CUT-OUT NOTE: OUTLETS SHALL BE RECESSED MOUNTED IN WALL, TYP. ' 2" L 1 1' 0" OF FIXTURE BACK WALL AS DIMENSIONED ON PLAN J PENINSULA COUNTER CUTOUT -MIRROR LAYOUT AS REQUIRED TO MATCH ORIENTATION OF COUNTER — ih CASH/WRAP 1 POWER & PHONE NTS DEDICATED POWER ORANGE CIRCUIT 19 NON—DEDICATED POWER WHITE CIRCUIT 21 PESSUE VAPPI\ \3 NASI\=T DETAIL G INSTALL J—BOX FOR LINE 3 AND DSL LINE. ORANGE DEDICATED RECEPTICLE LEFT SIDE, NON—DEDICATED RECEPTACLE RIGHT SIDE. SEE 3/E2.0 MOUNT AT 4'-8" REISSUE VADPI\G CACI\ET DETAIL 4 NTS m c.) O a. N U Z N 0 U Q PROJECT NO. 0416865-047 [1 2 I Z Dunham Associates, Inc. FAX 612.465.7551 0 O Lu 4 4 m U, 0 w z z w cc ce D_ z W W mechanical + electrical consulting engineering PHONE 952-944-7576 ALL RIGHTS RESERVED P-22 —12,14e P-24 P-23 P-19,21 I 36" I P-15 P-32 P -10,14e P -10,14e MAR 14 2016 PERMIT CENTER P-31 El P-38,40,42 P-17 AND P-33 MOU iE HORIZONTALLY DOCUMENT DATE 23 FEBRUARY 16 DRAWN BY w I- Q ISSUED FOR PRELIMINARY J z U- I— LU a. CHECKED BY 0 N W SOUTHCENTRE SQUARE 17250 SOUTHCENTRE PKWY SUITE 100 TUKWILA, WA 98188 SC STORE # TBD LM PROJECT NO. 1604.785 m DATE REVISION z <<<< <<< DOCUMENT DATE 23 FEBRUARY 16 DRAWN BY w I- Q ISSUED FOR PRELIMINARY J z U- I— LU a. CHECKED BY 0 N W ELECTRICAL LEGEND ALL SYMBOLS DO NOT NECESSARILY APPLY SYMBOL MOUNTING HGT. TO CENTERLINE DESCRIPTION UNLESS OTHERWISE NOTED O -o -o 3z) II. • $ 3 $ 4 FLOOR OUTLET CEILING OUTLET WALL OUTLET WIRED JUNCTION BOX CEILING MOUNTED EXIT LIGHT DUPLEX RECEPTACLE, 3 WIRE GRD. TYPE QUADRAPLEX RECEPTACLE TOGGLE SWITCH, SINGLE POLE TOGGLE SWITCH, 3—WAY, 4—WAY SAFETY SWITCH ELECTRIC PANEL SEE DRAWINGS SEE DRAWINGS 18" 18" 48" 48" AS REQUIRED 6'-0" TO TOP TELEPHONE OUTLET — 4" SQ. W/PLASTER RING AS REQUIRED DATA OUTLET — 4" SQ. W/PLASTER RING FIRE ALARM AUDIO/VISUAL SIGNAL DEVICE DUCT MTD. SYSTEM SMOKE DETECTOR W/ REMOTE INDICATORS JUNCTION BOX DUPLEX RECEPTACLE AT STOREFRONT CEILING SPEAKER TIME CLOCK El LIGHTING CONTACTOR AS REQUIRED 96" AS REQUIRED AS REQUIRED CEILING MTD. CEILING MTD. AS REQUIRED AS REQUIRED Panel : P Voltage: 120/208V, 3PH, 4W No. Amp/p Note Description Ph Code L VA Code C VA Code R VA Code M VA Code E VA Code K VA Code D VA 1 20/1 1,2 SIGN -A - 1200 z 3 20/1 1,2 STOREFRONT LIGHTING - B - 66 5 20/1 I -FIT BED - C - 500 7 20/1 SALES LIGHTING -A - 986 9 20/1 SALES/ACCENT LIGHTING - B - 115 11 20/1 TOILET/BACK RMLIGHTING,RECEPT/EF-1 - C - 686 160 13 20/1 TRACK LIGHTING -A - 1320 15 20/1 STOCK RM RECEPTACLE - B - 540 17 20/1 TOILET RM RECEPTACLE - C - 360 19 20/1 1 P.O.S. RECEPTACLE -A - 180 21 20/1 1 P.O.S. RECEPTACLE - B - 180 23 20/1 1 TELEPHONE BOARD RECEPTACLE - C - 360 25 20/1 1 CASHWRAP RECEPTACLE -A - 360 27 20/1 1 CASHWRAP RECEPTACLE - B - 360 29 20/1 TV BACKWRAP RECEPTACLE - C - 500 31 20/1 EXISTING -HVAC RECEPTACLE -A - 360 33 20/1 SALES RECEPTACLES - B - 360 35 20/1 SALES RECEPTACLES - C - 360 37 20/1 SPARE -A - 39 20/1 SPARE - B - 41 20/1 SPARE -C - 2 35 EXISTING - RTU -1 - A - 2862 4 / - B - 2862 6 3- C - 2862 8 20/1 GENERAL RECEPTACLES -A - 900 10 20/1 SALES RECEPTACLES - B - 720 12 20/1 SALES RECEPTACLES - C - 720 14 20/1 LED BED LIGHTING -A - 200 16 20/1 1,2 CEILING RECEPTACLES - B - 540 18 20/1 SPARE - C - 20 20/1 SPARE -A - 22 20/1 BACKWRAP FRIG/PRINTERRECEPTACLES - B - 500 24 20/1 TIMECLOCK - C - 200 26 20/1 SPARE -A - 28 20/1 WATER COOLER - B - 500 30 20/1 FRIG/MICRO. RECEPTACLE - C - 500 32 20/1 WATER HEATER -A - 1500 34 20/1 SALES RECEPTACLES - B - 180 36 20/1 SPARE - C - 38 35 EXISTING - RTU -2 -A - 2862 40 / - B - 2862 42 3- C - 2862 Through- Feed Lug Connection" NONE -A- - B - - C - Main Breaker NONE -A - 3706 1800 1500 5724 -B - 181 2340 1540 5724 ,.-C - 686 1440 2060 5884 Breaker Notes: Conn KVA phase loads Total - A - - B - - C - 1 - PROVIDE LOCK -ON DEVICE 32.6 12.7 9.8 10.1 2 - VIA TIME CLOCK Dmd Conn Panel - Bus KVA loads 3 - 5.7 4.6 Code L Lighting 4 - 5.6 5.6 Code C, Convenience Receptacles (180 W) 5 - 5.1 5.1 Code R 2 Receptacles (Non Convenience) Panelboard Notes: 17.4 17.3 Code M'`- Motors Largest motor VA 100.0 1 - PROVIDE ISOLATED GROUND BAR Code E 2 Electric Heat 2 - Code K:! Kitchen Equip Demand 100% '¢ 3 - Code D Dwelling Units (Hotel/Motel Rooms) 4 - 33.8 32.6 Total KVA 5 - + Spare KVA %Spare EXISTING : Mounting 34 Adjusted KVA (Demand KVA + Spare KVA) EXISTING : Amps AIC Rating series rated 94 Adjusted Demand Amps EXISTING : Amp Rating of Bus 114 High Phase Demand Amps 1 -Mar -16 MLO : Panel Amp Rating (Min Main or Bus Rating) File Name: Project Number: Project Name : 208 : Phase to Phase Voltage PANEL P 0416865-047 SELECT COMFORT I I I I I ( M 1I/3PH LJ I �J/ 1200AF I I I I L_ L___ TENANT'S E.0 TO VERIFY METERING REQUIREMENT WITH LANDLORD AND LOCAL UTILITY. EXISTING LANDLORD'S 120/208V, 3PH, 4W SERVICE ENTRANCE. EXISTING 200A/3PH DISC. SW WITH (3) 200AMP FUSES FOR TENANT'S SPACE TO REMAIN. EXIST. TO REMAIN. E.C. SHALL PROVIDE NEW PER NEC 250 IF NOT EXISITNG. 'P' EXISTING 120/208V 3PH, 4W 200A MLO EXISTING 200A FEED TO REMAIN. MINIMUM OF 2"C.-4#3/0 CU. 1#6 GND. r --I TC L_J EXISTING TIME CLOCK LANDLORD SPACE EXISTING ELECTRICAL RISER NO SCALE TENANT SPACE PROVIDE NEW CIRCUIT BREAKERS IN PANELS AS REQUIRED. MATCH EXISTING EQUIPMENT WITH RESPECT TO MANUFACTURER AND RATING. I - D (go SEPARATE PERMITAND APPROVAL REQUIRED RECEIVED CITY OF TUKWILA MAR 14 2016 PERMIT CENTER PROJECT NO. 0416865-047 • N 2 2 z 0 Dunham Associates, Inc. FAX 612.465.7551 0 re VALLEY VIEW N 0 0 4 4 to F- 0 N w z z w iY ix z w 0 w mechanical + electrical consulting engineering DOCUMENT DATE 23 FEBRUARY 16 DRAWN BY ISSUED FOR PRELIMINARY -J z LL CHECKED BY w W 2 n J H H SOUTHCENTRE SQUARE 17250 SOUTHCENTRE PKWY SUITE 100 TUKWILA, WA 98188 SC STORE # TBD LM PROJECT NO. 1 604.785 m DATE REVISION z CCCCCCC DOCUMENT DATE 23 FEBRUARY 16 DRAWN BY ISSUED FOR PRELIMINARY -J z LL CHECKED BY w W 2 n J H H ELECTICAL S P E C I E I C A T I O\ S 16000 - GENERAL PROVISIONS 0.01 PERFORMANCE: ELECTRICAL CONTRACTOR SHALL PERFORM ALL WORK SPECIFIED, INDICATED AND REQUIRED UNLESS NOTED, INCLUDING FINAL CONNECTIONS, IN A WORKMANLIKE MANNER USING WORKERS SKILLED AND EXPERIENCED IN THE THE TRADE. 0.02 SITE EXAMINATION: EXAMINE SITE BEFORE BIDDING. CLAIMS FOR EXTRAS RESULTING FROM LACK OF KNOWLEDGE OF SITE CONDITIONS SHALL NOT BE ALLOWED OR APPROVED. 0.03 JOB SITE CONDITIONS: ACCEPT SOLE AND COMPLETE RESPONSIBILITY FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFROMANCE OF WORK. 0.04 FULL FUNCTION: PROVIDE ALL MINOR ITEMS NECCESARY FOR COMPLETE AND FULLY FUNCTIONAL INSTALLATION. 0.05 ADMINISTRATION: PROVIDE EVIDENCE OF LICENSING, BONDING, AND INSURANCE, AND PERFORM OTHER ADMINISTRATIVE FUNCTIONS, AS REQUIRED. 0.06 PERMITS: PROCURE AND PAY FOR ALL REQUIRED PERMITS AND SERVICE CHARGES. 0.07 COORDINATION: CONFIRM TO GENERAL CONSTRUCTION CONTRACT DOCUMENTS EXCEPT AS MODIFIED HEREIN. REFER ALSO TO STRUCTURAL AND MECHANICAL CONTRACT DOCUMENTS, COORDINATE ALL WORK WITH OTHER TRADES. 0.08 ROOF PENETRATIONS: COORDINATE WITH LANDLORD. 0.09 MECHANICAL SUBSTITUTIONS: INVOICE MECHANICAL CONTRACTOR, NOT TENANT FOR COSTS INCURRED DUE TO SUBSTITUTION OF MECHANICAL EQUIPMENT HAVING ELECTRICAL REQUIREMENTS DIFFERING FROM THOSE INDICATED. 0.10 ADJUSTMENTS: MAKE MINOR ADJUSTMENTS TO WORK WHERE REQUESTED BY TENANT, WHEN SUCH ADJUSTMENTS ARE NECESSARY TO PROPER OPERATION AND WITHIN THE INTENT OF THE CONTRACT. 0.11 REFERENCE STANDARDS: COMPLY WITH NEC, AND APPLICABLE STANDARDS OF NFPA, ANSI, NEMA, AND UL, EXEPT AS SUPERSEDED BY LOCAL AUTHORITY. CONFORM WITH CONTRACT DOCUMENTS WHERE THEY EXCEED CODE MINIMUM REQUIREMENTS. 0.12 LOCAL REQUIREMENTS: COMPLY WITH THE REQUIREMENTS OF LOCAL CODES, LANDLORD, SERVING UTILITY, AND THE LOCAL AUTHORITY HAVING JURISDICTION. SECURE APPROVAL OF INSTALLLATION BY LANDLORD, LOCAL AUTHORITY, AND OTHERS AS REQUIRED. 0.13 SCHEDULE: ORDER EQUIPMENT WITHIN 5 DAYS OF RECEIPT OF CONTRACT TO MAINTAIN CONSTRUCTION SCHEDULE. 0.14 TEMPORARIES: PROVIDE ALL TEMPORARY SERVICE, LIGHTING AND POWER FOR ALL TRADES AS REQUIRED. REMOVE ALL TEMPORARIES BY THE TIME OF PROJECT COMPLETION. 0.15 MATERIALS AND EQUIPMENT: PROVIDE NEW, UL LISTED, COMMERCIAL GRADE MATERIALS, DEVICES, EQUIPMENT, AND FIXTURES, SUITABLE FOR ENVIRONMENT. REUSE EXISTING ONLY WHEN COMPLIANT WITH THE CONTRACT DOCUMENTS, IN GOOD CONDITION, AND APPROVED BY THE ENGINEER. COMPLY WITH CURRENT CODES. 0.16 INSTALLATION: INSTALL ALL MATERIALS, EQUIPMENT AND SYSTEMS IN FULL ACCORD WITH MANUFACTURERS' RECOMMENDATIONS. 0.17 COMMISSIONING: THOROUGHLY TEST AND DEMONSTRATE PROPER OPERATION OF ALL SYSTEMS AND EQUIPMENT FURNISHED OR INSTALLED UNDER THIS CONTRACT, VERIFY PROPER MOTOR ROTATION OF ALL EQUIPMENT. 0.18 0 & M MANUALS: AT COMPLETION OF PROJECT, PROVIDE TO TENANT ALL OPERATING AND MAINTENANCE MANUALS AND INFORMATION FOR MATERIAL EQUIPMENT AND SYSTEMS INSTALLED UNDER THIS CONTRACT. 0.19 CORRECTIVE PERIOD: PROVIDE A CORRECTIVE PERIOD FROM DATE OF FINAL ACCEPTANCE OF NOT LESS THAN ONE (1) YEAR FOR THE ENTIRE INSTALLATION. DURING WHICH PERIOD UNCONDITIONALLY MAKE GOOD ANY DEFECTS IN MATERIALS OR WORKMANSHIP WITHOUT COST TO TENANT. 0.20 DRAWINGS ARE DIAGRAMMTIC: VERIFY ALL DIMENSIONS AND LENGTHS, AND ADJUST EQUIPMENT AND RACEWAY LOCATIONS TO AVOID CONFLICTS AND OTHER CONSTRUCTION. 0.21 DOCUMENT PRIORITY: DRAWING INDICATIONS AND NOTATIONS SUPERSEDE THESE SPECIFICATIONS. 0.22 RATINGS: REFER TO DRAWINGS AND SCHEDULES FOR ADDITIONAL RATINGS AND REQUIREMENTS. 0.23 PROJECT REQUIREMENTS: REFER TO DRAWING FOR PARTICULAR PROJECT REQUIREMENTS, AS NOT ALL ITEMS SPECIFIED MAY BE REQUIRED FOR THIS PROJECT. 0.24 DOCUMENT ERRORS: NOTIFY THE ENGINEER OF ERRORS, DISCREPANCIES OR OMISSIONS BEFORE CONSTRUCTION OR FABRICATION OF AFFECTED WORK, FAILING SUCH NOTICE, BE RESPONSIBLE FOR CORRECTING SAME. 0.25 CERTIFICATION: PROFESSIONAL ENGINEER CERTIFICATION OF THESE DOCUMENTS DOES NOT EXTEND TO STANDARDIZED DESIGN OR INSTALLATION GUIDELINES PREPARED BY OTHERS AND REQUIRED BY A THIRD PARTY TO BE INCLUDED HEREON. 0.26 DEFINITIONS: THE TERMS LISTED BELOW ARE DEFINED AS FOLLOWS WHEN USED IN DIVISION 16 AND ONLY DIVISION 16. A. FURNISH: OBTAIN, COORDINATE, SUBMIT THE NECESSARY DRAWINGS, DELIVER TO THE JOB SITE IN NEW CONDITION AND GUARANTEE. B. INSTALL: RECEIVE AT THE JOB SITE, UNLOAD, STORE, SET IN PLACE, CONNECT, PLACE IN OPERATION AND GUARANTEE. C. PROVIDE: FURNISH AND INSTALL. D. REMOVE: REMOVE INSTALLATION BACK TO NEXT REMAINING POINT OF USE. 0.27 IDENTIFICATION AND LABELING: PROVIDE IDENTIFICATION AND NAMEPLATES ON PANELBOARDS, DISCONNECT SWITCHES AND CONTROLS WITHIN THE TENANT SPACE. NAMEPLATES SHALL BE ENGRAVED LAMINATED PLASTIC, WHITE LETTERS ON BLACK BACKGROUND. LETTERS FOR PANELBOARDS AND SWITCHBOARDS SHALL BE 1/4" HIGH. LETTER HEIGHTS FOR ALL OTHER NAMEPLATES SHALL BE 1/8" HIGH. 16100 - MATERIALS 1.01 RACEWAY: CONTINUOUS SYSTEM, 1/2" MINIMUM EMT EXCEPT: 3/4" MINIMUM RNC WITH GROUND CONDUCTOR WHERE EMBEDDED IN CONCRETE OR MASONRY; 3/4" MINIMUM GALVANIZED RMC OR IMC WHERE EXPOSED TO WEATHER (ALSO PERMITTED WHERE EMBEDDED IN CONCRETE OR MASONRY); AND FMC (OR LTFMC IF WET LOCATION) FOR SHORT FINAL CONNECTIONS TO LIGHTING FIXTURES, TRANSFORMERS, AND MECHANICAL EQUIPMENT. 1.02 IG RACEWAY: PROVIDE SEPARATE RACEWAY SYSTEM FOR IG CIRCUITS. 1.03 RACEWAY INSTALLATION: CONCEAL RACEWAY IN FINISHED SPACES. ROUTE SQUARE WITH BUILDING LINES AND SUPPORT PER NEC. DO NOT ATTACH TO OR PENETRATE HVAC DUCTS. MAINTAIN HEADROOM AND EQUIPMENT AND FLUE CLEARANCE. FIRE/SMOKE - SEAL PENETRATIONS OF RATED CONSTRUCTION. 1.04 RACEWAY ADJUSTMENTS: WHERE INDIVIDUAL HOME RUNS ARE SHOWN FOR CLARITY, CIRCUITS MAY BE COMBINED INTO COMMON CONDUITS. CONDUCTORS SIZES SHALL BE INCREASED TO ACCOMDATE APPROPRIATE CONDUCTOR DERATING FACTORS PER NEC. 1.05 WIRE: TYPE THHN, COPPER ONLY, 12AWG MINIMUM, STRANDED FOR 8 AWG AND LARGER, LV WIRING, FOR EMERGENCY LIGHTING 12AWG MINIMUM. USE OF ALUMINUM CONDUCTORS SHALL NOT BE ALLOWED. 1.06 COLOR CODE: COLOR CODE ENTIRE WIRING SYSTEM FROM SERVICE DISCONNECT OR TRANSFORMER THROUGHOUT ALL BRANCH CIRCUITS AS FOLLOWS: 120/208 Y VOLTS 277/480 Y VOLTS PHASE COLOR A BLACK B RED C BLUE NEUTRAL WHITE GROUND GREEN PHASE COLOR A BROWN B ORANGE C YELLOW NEUTRAL NATURAL GRAY GROUND GREEN 1.07 WIRE SIZE: WHERE WIRES ARE SIZED PER 60 DEG. C TEMPERATURE RATING FOR SIZES UP TO 1 AWG, SUBJECT TO COMPLIANCE WITH EQUIPMENT UL LISTING, AND APPROVAL OF LOCAL AUTHORITY AND ENGINEER, SUCH WIRES MAY BE REDUCED TO 75 DEG. C RATED SIZE, WITH RACEWAY SIZE ADJUSTED ACCORDINGLY. WIRE SIZE PER 90 DEG. C TEMPERATURE RATING IS NOT APPROVED. 1.08 VOLTAGE DROP: FOR CONDUCTORS SIZED PER NEC ON DRAWINGS, INCREASE SIZE BY NUMBER OF STANDARD SIZES SHOWN IN TABLE TO COMPENSATE FOR VOLTAGE DROP. CONTACT ENGINEER FOR ASSISTANCE IF CIRCUIT LENGTH FROM SOURCE TO LOAD EXCEEDS MAXIMUMS SHOWN: CCT VOLTS/PH 120/1 120/1 208/3 208/3 OR 277/1 OR 277/1 INCREASE # CCT LENGTH FT. CONDUIT SIZES 75-150 150-200 150-200 200-250 1 2 1 2 1.09 TYPE MC CABLE: MC CABLE EQUIPPED WITH A GREEN INSULATED GROUND PERMITTED FOR BRANCH CIRCUITS IN CONCEALED LOCATIONS ONLY SUBJECT TO APPROVAL OF TENANT, LANDLORD, AND LOCAL AUTHORITY. 1.10 SPLICES: SPLICE ONLY IN ACCESSIBLE JUNCTION BOXES, USING WIRENUT CONNECTORS FOR 8 AWG AND SMALLER, OR MECHANICAL COMPRESSION CONNECTORS WITH INSULATION KIT FOR 6 AWG AND LARGER. 1.11 BOXES: NEMA OS1 IN INTERIOR DRY LOCATIONS, CAST WEATHERPROOF TYPE IN WET LOCATIONS. 1.12 WALL SWITCHES: FED SPEC W -S-896, AC GENERAL USE, 20 AMP, 120-277 VOLT, TOGGLE HANDLE. INSTALL 48" A.F.F TO CENTER. 1.13 WALL RECEPTACLES: FED SPEC W -C-596, NEMA 5-20R CONFIGURATION OR AS REQUIRED. PROVIDE IG (ISOLATED GROUND) AND GFCI/WP (GROUND -FAULT CIRCUIT INTERRUPTER) RECEPTACLES WHERE APPROPRIATE OR INDICATED. INSTALL 18" A.F.F TO CENTER, OR AS INDICATED. 1.14 WALL PLATES: SMOOTH PLASTIC, WHITE. 1.15 WALL DEVICE AND PLATE COLOR: WHITE. PROVIDE ORANGE IG RECEPTACLES. 1.16 MANUFACTURED WIRING SYSTEMS: PERMITTED FOR BRANCH CIRCUITS SUBJECT TO APPROVAL OF TENANT, LANDLORD, AND LOCAL AUTHORITY. 1.17 GROUNDING: PROVIDE CONTINUOUS, PERMANENT, AND EFFECTIVE GROUNDING SYSTEM. GROUND SEPARATELY DERIVED SYSTEMS IN ACCORDANCE WITH NEC. 16400 - EQUIPMENT 4.01 DISCONNECT SWITCH: NEMA KS1, GENERAL DUTY, 3 -POLE, S/N IF NEUTRAL IS PRESENT. NEMA 3R ENCLOSURE IF OUTDOORS. LOCK -OFF, NON -FUSIBLE UNLESS INDICATED WITH FUSES. 4.02 DRY -TYPE TRANSFORMER: REUSE EXISTING OR PROVIDE NEW PER THE FOLLOWING: NEW NEMA ST20, 480: 208Y120 CONNECTED, 115 DEGREE RISE, KVA RATING AS INDICATED. INSTALL USING VIBRATION ISOLATORS. FOR JURISTRICTIONS WITH REQUIREMENTS FOR ENERGY EFFICIENT TRANSFORMERS, PROVIDE NEMA TYPE-TP1, 150' RISE. 4.03 PANELBOARDS: REUSE EXISTING IF APPLICABLE AND STILL MEETS CODE REQUIREMENTS OR PROVIDE NEW PER THE FOLLOWING: NEMA PB1 AS SCHEDULED, 20" WIDE SECTION, BUSSING AS INDICATED. PROVIDE TYPEWRITTEN BRANCH CIRCUIT DIRECTORY. LOAD CENTERS ARE NOT APPROVED. ALL COMBINATIONS OF EQUIPMENT AND MAIN/BRANCH OVERCURRENT PROTECTION SHALL BE FULLY RATED AIC. 4.04 CIRCUIT BREAKERS: NEMA A81 AS SCHEDULED, BOLT -ON, CENTER TRIP, SWD IF SINGLE POLE, COMMON TRIP IF MULTI -POLE, HACR IF REQUIRED BY LOAD. MATCH EXISTING EQUIPMENT. 4.05 FUSES: UL CLASS J. WHEN FUSING EXISTING EQUIPMENT, FUSES SHALL BE CURRENT LIMITING AND MATCH EXISTING FUSE MANUFACTURER. PROVIDE 3 SPARE OF EACH SIZE AND TYPE INSTALLED. 4.06 MAGNETIC MOTOR STARTER: NEMA ICS2, FVNR, SIZE PER MOTOR REQUIREMENTS BUT SIZE 0 MINIMUM, NEMA 3R ENCLOSURE IF OUTDOORS. PROVIDE CLASS 20 HEATERS PER ACTUAL MOTOR NAMEPLATE DATA. PROVIDE 120VAC OR 24VAC FUSED CONTROL CIRCUIT AS REQUIRED. 4.07 MANUAL MOTOR STARTER: NEMA RATED, FHP, SINGLE SPEED, TOGGLE OPERATED, MANUAL RESET OVERLOAD, NEMA 1 ENCLOSURE. 16500 - LIGHTING 5.01 TENANT FURNISHED EQUIPMENT: FOR LIGHT FIXTURES AND AUXILIARY ITEMS SCHEDULED AS FURNISHED BY TENANT, RECEIVE, PROTECT, INSTALL, CLEAN, AND LAMP LIGHT FIXTURES AS SCHEDULED, OR EQUAL. 5.02 CONTRACTOR FURNISHED EQUIPMENT: FOR LIGHT FIXTURES SCHEDULED AS FURNISHED BY CONTRACTOR, FURNISH AND INSTALL COMPLETE, OR APPROVED EQUAL. 5.03 ACCESSORIES: PROVIDE ACCESSORIES, INCIDENTAL MATERIALS, AND MOUNTING HARDWARE AS REQUIRED. 5.04 LOCATION: REFER ALSO TO ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING DETAILS. 5.05 INSTALLATION: PROPERLY INSTALL AND SUPPORT ALL FIXTURES PLUMB AND TRUE, AND FREE OF LIGHT LEAKS. CONFORM TO MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY PRACTICE. LEAVE PROTECTIVE FILM IN PLACE ON FIXTURES UNTIL FINAL CLEAN-UP. INSTALL LIGHT FIXTURES IN RATED CEILINGS TO MAINTAIN THE RATING OF CEILING. 5.06 EMERGENCY LIGHTING: PROVIDE AND LOCATE EMERGENCY LIGHTING TO MEET LOCAL REQUIREMENTS. 5.07 FLUORESCENT FIXTURES: IF FURNISHED BY CONTRACTOR, PROVIDE ELECTRONIC HPF, RAPID -START, PARALLEL LAMP OPERATION, CBM, TYPE 1, CLASS P, SOUND RATED A, THD<20%, CCF<1.5, NAECA COMPLIANT WHERE APPLICABLE, ENERGY SAVING BALLASTS. 5.08 RECESSED INCANDESCENT FIXTURES: IF FURNISHED BY CONTRACTOR, PROVIDE FMC AND 150 DEGREE C FIXTURE WIRE FROM LAMP HOUSING TO INDEPENDENT BRANCH CIRCUIT OUTLET BOX. 5.09 HID FIXTURES: IF FURNISHED BY CONTRACTOR, PROVIDE ANSI C82.4 COMPLIANT, HPF, ENCAPSULATED BALLASTS, ADVANCE SERIES 73B OR EQUAL. 5.10 FINAL ADJUSTMENT AFTER TRADE FIXTURES ARE INSTALLED BY OTHERS: CLEAN ALL LIGHTING FIXTURES, REPLACE ALL EXPIRED LAMPS, AND ADJUST DIRECTIONAL LIGHTING AS DIRECTED BY TENANT AND ARCHITECT. 5.11 SIGN DISCONNECT: PROVIDE DISCONNECT SWITCH IN ACCESSIBLE CEILING SPACE FOR STORE SIGN AND MAKE FINAL CONNECTION. VERIFY LOCATION IN FIELD. SIGN FURNISHED AND INSTALLED BY OTHERS. COORDINATE ALL REQUIREMENTS PRIOR TO BID. 16700 - SYSTEM 7.01 DATA SYSTEM ROUGH -IN: PROVIDE DEDICATED CONTINUOUS 3/4" MINIMUM EMT RACEWAY SYSTEM WITH PULL WIRE FROM DATA SYSTEM EQUIPMENT LOCATION TO ALL DATA SYSTEM OUTLETS. FOR NON -PLENUM ACCESSIBLE CEILING SPACES, AND WHERE APPROVED BY TENANT, LANDLORD, AND LOCAL AUTHORITY, BUSHED RACEWAY STUBS FROM OUTLET BOXES TO CEILING SPACE ARE PERMITTED IN LIEU OF CONTINUOUS SYSTEM OR AS NOTED. FOR WALL OUTLETS, PROVIDE 4" SQUARE OUTLET BOX WITH SINGLE GANG ADAPTER RING AND BLANK PLATE. FOR FLOOR OUTLET PROVIDE FLOOR BOX AS ELSEWHERE SPECIFIED AND BLANK PLATE. 7.02 TELEPHONE SYSTEM ROUGH -IN: PROVIDE DEDICATED CONTINUOUS 3/4" MINIMUM EMT RACEWAY SYSTEM WITH PULL WIRE FROM LANDLORD STUB -IN TO BACKBOARD AND FROM BACKBOARD TO ALL TELEPHONE OUTLETS. FOR NON -PLENUM ACCESSIBLE CEILING SPACES, AND WHERE APPROVED BY TENANT, LANDLORD, AND LOCAL AUTHORITY, BUSHED RACEWAY STUBS FROM OUTLET BOXES TO CEILING SPACE ARE PERMITTED IN LIEU OF CONTINUOUS SYSTEM OR AS NOTED. FOR WALL OUTLETS, PROVIDE 4" SQUARE OUTLET BOX WITH SINGLE GANG ADAPTER RING AND TELEPHONE PLATE. FOR FLOOR OUTLET, PROVIDE FLOOR BOX AS ELSEWHERE SPECIFIED AND TELEPHONE PLATE. PROVIDE 3/4" FIRE -TREATED PLYWOOD BACKBOARD OF SIZE REQUIRED FOR TELEPHONE EQUIPMENT. PROMPTLY NOTIFY TENANT WHEN ROUGH -IN INSTALLATION IS COMPLETE. THE FOLLOWING REQUIREMENTS APPLY TO THE PHONE AND DATA INSTALLATION AND CONSTRUCTION PROCESS. 1. CONDUIT MUST BE INSTALLED AND FIRE RATED CAULKING/SEALANT USED AT THE POINT WHERE THE LINE CROSSES THE DEMISING PARTITION AND ENTERS INTO THE SERVICE CORRIDOR (WHICH ARE RATED FOR LIFE SAFETY). THIS IS A REQUIREMENT OF THE FIRE MARSHALL. FOR CONSISTENCY, CONDUIT WILL BE USED ABOVE THE TENANT SPACE, AND THROUGHOUT THE SPACE. CONDUIT IS LIMITED TO 2" DIAMETER FOR PHONE/DATA LINES. 7.03 SECURITY SYSTEM ROUGH -IN: PROVIDE CONTINUOUS RACEWAY SYSTEM WITH PULL WIRE AS INDICATED FOR INSTALLATION OF SECURITY SYSTEMS BY OTHERS. tDO(o RECEIVED CITY OF TUKWILA MAR 14 2016 PERMIT CENTER CONCEPT BY: PROJECT NO. 0416865-047 11 2 I z Dunham Associates, Inc. 50 South Sixth Street / Suite 1100 CI I- J U) W I - a O N C/) Minneapolis. Minnesota 55402-1540 a 0 111 >- w J J r 0 0 LO lV 0 0 if) U n CI Ln a NCro- C Z 0 4 4 M U, to E- 0 N w z z 1.11 a z w W mechanical + electrical consulting engineering 952-944-7576 w z 0 a ALL RIGHTS RESERVED DRAWN BY ISSUED FOR PRELIMINARY J LL CHECKED BY 0 Li] a w C3 Cr) SOUTHCENTRE SQUARE 17250 SOUTHCENTRE PKWY SUITE 100 TUKWILA, WA 98188 SC STORE # TBD I LM PROJECT NO. 1 604.785 m DATE REVISION DRAWN BY ISSUED FOR PRELIMINARY J LL CHECKED BY 0 Li] a w C3 Cr) STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) CODE ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGN LOADS DEAD LOADS: ROOF SOFFIT A LIVE LOADS: ROOF (SNOW) 15 PSF 4 PSF (1,180 LBS TOTAL) 25 PSF (LIVE LOADS ARE REDUCED WHERE PERMISSIBLE PER IBC SECTION 1607.10). SEISMIC LOAD: SEISMIC DESIGN CATEGORY D, SOIL TYPE Sd Fp = ap = Rp = Sds = Ip = z/h = oAa�uuo xp [1+2z/h] Wp = 0.283 Wp (ASD) 1.0 (CEILING) 2.5 (CEILING) 0.966 (Ss = 1.449 & Fa = 1.0 BASED ON LAT/LONG) 1.0 0.86 ROOF ��0��� FRAMING PLAN SCALE: 1/4"=1�0" EXISTING BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING DEPICTED IN THE DRAWINGS, AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE REDESIGN. GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURALCIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR TO SEE ARCHITECTURALCIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. /L— MN INN EXIST " OPEN WEB JOISTS @ 6I -O" 77 Li I EXIST BEAM LINE UNISTRUT FRAMING PER DETAILS 1 & 2/S2.1 TO SUPPORT GYPSUM BOARD SOFFIT. REFER TO THE ARCHITECTURAL DRAWINGS FOR SOFFIT REQUIREMENTS UNISTR6T FRAME UNISTRUT FRAME UNISTRUT FRAME UNISTRUT FRAME NA � & SOFFIT FRAMING DIRECTION. REFER TO ARCHITECTURAL DETAILS SOFFIT A (SALES AREA) REVIEWED F�� -'' CODE COMPLIANCE .� ---_,_.- . � ~� �D �M ��/ O � 1� MAY " " �um City of Tukwila BUILDING DIVISIONI - --' RECEIVE[) CITY OF TUKWILA APR 1 8 2016 IJERMIT CENTER Uo-ODeo 00(e(0 ENGINee 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 04/12/16 DESCRIPTION PERMIT SUBMITTAL CD DESIGN: PDT DRAWN: JCS CHECK: MTM JOB NO: 16103.10 DATE: 04/12/16 Ct 0 �� �� �� �� F- 0 LU _J LLI �� ~~ " 17250 SOUTH CENTRE 00 00 00 E -J SHEET: 11111.111MIIIMMI^ ▪ ELEV . 221-3" EXISTING JOISTS @ 61-0" ELEV 'HIP -161-0" j, ELEV iv121-0" ALELEV W101-0" P1001 UNISTRUT CHANNEL TO DISTRIBUTE SOFFIT WEIGHT TO MIN OF (4) ROOF JOISTS. 3/81'0 A36 THREADED ROD ENCASED IN P1000 UNISTRUT. CLAMP P1000 TO ROD WI P2485 CRADLE CLIP @ 24" OC, TYP P1000 UNISTRUT W/ UNISTRUT ANGLE CLIPS EACH END, TYP CEILING PER ARCH DWGS .\ iira P1001 UNISTRUT P2785 CLAMP TO ROOF JOIST TOP CHORD WI P1001 UNISTRUT CHANNEL SPANNING BETWEEN JOISTS 1 P1001 UNISTRUT 121-0" MAX 131-3" SOFFIT PER ARCH DWGS EXISTING METAL DECK SOFFIT PER - - ARCH DWGS SOFFIT BRACING SECTION SCALE: 1/2" = ALELEV qv 221-3" EXISTING METAL DECK ROOF Li _Li L- t -t.3 Li_ I I 1.1721._ EXISTING 13 JOISTS @ 6'-0" 3/81'0 A36 THREADED ROD ENCASED IN P1000 UNISTRUT. CLAMP P1000 TO ROD W/ P2485 CRADLE CLIP @ 24" OC, TYP ELEV 11v161-0" P1000 UNISTRUT W/ UNISTRUT ANGLE CLIPS EACH END, TYP N P2785 CLAMP TO ROOF JOIST TOP CHORD W/ P1001 UNISTRUT CHANNEL SPANNING BETWEEN JOISTS !.1 P1001 UNISTRUT P1001 UNISTRUT CEILING -\ .&.ELEV qv121-0" ELEV N.-101-0" ••••••••=1 P P1001 UNISTRUT P1001 UNISTRUT SOFFIT BRACING SECTION SCALE: 1/2" = 11-0" CONNECT UNISTRUT TO EACH CEILING JOIST W/ 3/8"� THRU BOLTS & WASHERS CEILING PER ARCH SOFFIT PER ARCH REVIEWED FOR CODE COMPLIANCE APPROVED MAY 05 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 1 8 2016 .-)ERMIT CENTER U40- bblo ENGINEE RING 250 4TH AVE. S. SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 04/ 12/ 16 DESCRIPTION PERMIT SUBMITTAL 0 DESIGN: PDT DRAWN: JCS CHECK: MTM JOB NO: 16103.10 DATE: 04/12/16 F- F - 0 0 F- LU LLI (/) >0 - 17250 SOUTH CENTRE WA 98188 -J F- LLI 0 STRUCTURAL Iz SHEET: S21