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Permit D12-173 - SLEEP TRAIN - TENANT IMPROVEMENT
SLEEP TRAIN 301 TUKWILA PY D12 -173 City cTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 0223000010 Address: 301 TUKWILA PY TUKW Suite No: Project Name: SLEEP TRAIN DEVELOPMENT PERMIT Permit Number: D12 -173 Issue Date: 07/26/2012 Permit Expires On: 01/22/2013 Owner: Name: BETA HOLDINGS LTD Address: 18827 BOTHELL WAY NE , BOTHELL WA 98011 Contact Person: Name: ALLEN DANES Address: 2364 N CORSEY WY , EAGLE ID 83616 Contractor: Name: FRANS CONSTRUCTION INC Address: 13446 POWAY RD, SUITE 221 , POWAY CA 92064 Contractor License No: FRANSCI953L9 Lender: Name: Address: Phone: 208 863 -9149 Phone: 858 - 748 -3040 Expiration Date: 06/29/2013 DESCRIPTION OF WORK: INTERIOR REMODEL, DEMO EXISTING WALLS, FRAME OFFICE AND RESTROOMS (2), FLOORING. Value of Construction: $185,000.00 Fees Collected: $3,590.20 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -173 Printed: 07 -26 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N Start Time: Volumes: Cut 0 c.y. Size (Inches): 0 End Time: Fill 0 c.y. Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: %a. i Date: I hereby 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: r Date: Print Name: •�i 'iC el (4 (l This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. doc: IBC -7/10 D12 -173 Printed: 07 -26 -2012 7: All construction shall be done in conform with the approved plans and the requirem "` of the International Building Code or International Residential International Mechanical Code, Washingtcate Energy Code. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 11: 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). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 13: 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. 14: ** *FIRE DEPARTMENT CONDITIONS * ** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: 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 #2328. 17: 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 #2328) 18: 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 #2328) (IFC 104.2) 19: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 20: 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" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 21: 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) 22: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 23: 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) 24: 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, 4 -3, 4 -4) doc: IBC -7/10 D12 -173 Printed: 07 -26 -2012 25: Egress doors shall be readily openable n the egress side without the use of a key orilcial knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 26: 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) 27: 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 1008.1.8.1) 28: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 29: 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) 30: 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. (IPC 1011.5.1) 31: 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 1006.1, 1006.2, 1006.3) 32: 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 1006.4) 33: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 34: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. (IFC 901.4) 35: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 36: 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. 2327). 37: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 38: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 39: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 40: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 41: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D12 -173 Printed: 07 -26 -2012 CITY OF TUK•,,A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Pe Project No. Date Application Accepted: Date Application Expires: For o t No. Dad Cc.: 1 z a 23 �2 ice use on CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 3 01 I t W t L& 1 k; uiy Tenant Name: PROPERTY OWNER Name: / -1t-�l D 0..it -e /(2 Name:<f�_\n rrCt `( City: `e State: Address:02As n` _ In �Q Email: 4/40/7 k t a s 46A-5'f-1'11j i d`fl e Can City: D O 1�I; �Y State: Let, Zip: 75.76 5 CONTACT PERSON — person receiving all project communication Name: / -1t-�l D 0..it -e /(2 Address: 31, L/ Ai (o/,St° l,.t a / 1`�Zip: City: `e State: Phone :,20 y0_ cy yfax: 2i _2Y(3I27 Email: 4/40/7 k t a s 46A-5'f-1'11j i d`fl e Can GENERAL CONTRACTOR INFORMATION Company Name: / Frans (al S--ru_ t nn Address: 13 c/ It ( PO L.06%.1/4/ r t City: p0 4) State: Zip: a� /1 L Phone: G _34 Fax: g_ o �- £s �o �s� 3 � -3� 1 Contr Reg No. ;Nol-„ Fip Date: v'4v i 17 Tukwila Business License No.: p2vc,_ bq 12 2-L 4P H: Applications\Forms- Applications On Line\2012 Applications\Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: Of Yes .. No (722SCI) -DOtV ARCHITECT OF RECORD Company Name: ferne (j) t as /71�'ci 4c Architect Name: B0 hi( Lid, t C (�-.a� Address /0 S, 3 e -C I`rson -State: City: Zip:• �Po kan E' 11�d , Phone: 5,09 _ g 33_ yr1Fax: 5-07 _gam 9 f x35 - Email: B w7 B z,39(2? iaWarc ..con'l ENGINEER OF RECORD Name: Address: Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIO — 206- 431 -3670 Valuation of Project (contractor's bid price): $ `ScQ Je 656' Existing Building Valuation: $ / Describe th�e scope of work (please provide de ailed information): i rem dr o L°l '1(-Ley'- ' �2C1 r �� L() C.LLS �1 04/k �°_ (sYr ► c P aft (-10_5 (3 ©NL5 c S -- o a�7 Will there be new rack storage? ❑ ....Yes ❑ ..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? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ 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 11" paper including quantities and Material Safety ata 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:Wpplications\Forms- Applications On Line\2012 Applications\Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 3 5 �� So 2 "d 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? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ 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 11" paper including quantities and Material Safety ata 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:Wpplications\Forms- Applications On Line\2012 Applications\Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOINATION — 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 ❑... Highline ❑ ...Valley View ❑ ... Renton ❑ ...Sewer Availability Provided 0... Renton 0... 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 0... Insurance ❑... Easement(s) Proposed Activities (mark boxes that apply): ❑ .. Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - No Disturbance ❑ .. Construction/Excavation /Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Permanent Water Meter Size (1) ❑ .. Temporary Water Meter Size (1) ❑ .. Water Only Meter Size ❑• ❑• ❑• ❑ ... Geotechnical Report 0... Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0... Right -of -way Use - Profit for less than 72 hours 0... Right-of-way Use — Potential Disturbance 0... Work in Flood Zone 0... Storm Drainage .. Abandon Septic Tank .. Curb Cut .. Pavement Cut .. Looped Fire Line >> ❑ .. Sewer Main Extension Public ❑ .. Water Main Extension Public >> >> >> >> ❑...Grease Interceptor ❑... Channelization 0... Trench Excavation ❑ ... Utility Undergrounding WO # (2) >> WO # (3) >> WO # WO # (2) >> WO # (3) >> WO # WO # ❑ .. Deduct Water Meter Size Private ❑ 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: Day Telephone. Mailing Address: City State Zip H:\Applications\Forms- Applications On Line\2012 Applications\Permit Application Revised - 2- 7- 12.docx Revised: February 2012 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 E STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. ORIZED lENT: /i BUILDING OW Signature: Print Name: 6 t /` fl (- et dri COQ Mailing Address: p2 3 6: /''s P y Wety H: Wpplications\Forms- Applications On Line\2012 Applications\Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh Date: 3 -o Day Telephone: 2O.g"-- T7i ^ 4/ %3' c 21' State Zip ntiot le Page 4 of 4 Parcel No.: Address: Suite No: Applicant: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov 0223000010 301 TUKWILA PY TUKW SLEEP TRAIN RECEIPT Permit Number: Status: Applied Date: Issue Date: D12 -173 ISSUED 05/23/2012 07/26/2012 Receipt No.: R12 -02735 Initials: User ID: WER 1655 Payment Amount: $378.00 Payment Date: 10/01/2012 01:19 PM Balance: $0.00 Payee: FRANSERHEIJEN (PHONE) TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 09647P ACCOUNT ITEM LIST: Description 378.00 Account Code Current Pmts BUILDING - NONRES 000.322.100 Total: $378.00 378.00 doc: Receipt -06 Printed: 10 -01 -2012 Parcel No.: Address: Suite No: Applicant: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov 0223000010 301 TUKWILA PY TUKW SLEEP TRAIN RECEIPT Permit Number: Status: Applied Date: , Issue Date: D12 -173 ISSUED 05/23/2012 07/26/2012 Receipt No.: R12 -02508 Initials: User ID: JEM 1165 Payment Amount: $63.00 Payment Date: 08/31/2012 10:08 AM Balance: $0.00 Payee: FRANS T VERHEIJEN TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 02188P ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 doc: Receipt -06 Printed: 08 -31 -2012 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.TukwilaWA.ov Parcel No.: 0223000010 Address: 301 TUKWILA PY TUKW Suite No: Applicant: SLEEP TRAIN RECEIPT Permit Number: D12 -173 Status: PENDING Applied Date: 05/23/2012 Issue Date: Receipt No.: R12 -01663 Payment Amount: $3,590.20 Initials: JEM Payment Date: 05/23/2012 01:29 PM User ID: 1165 Balance: $0.00 Payee: FRANS VERHEIJEN TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 05304P ACCOUNT ITEM LIST: Description 3,590.20 Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $3,590.20 2,173.15 1,412.55 4.50 doc: Receipt-06 Printed: 05 -23 -2012 ANSPECTION RECORD Retain a copy with permit `,INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd; #100, Tukwila. WA 98188 (206) 431 -367 Permit =inspection Request Line (206) 431 -2451 D12-1-73 Project: .. S.l- „,P.TR T6-1 Type of Inspection: FSJAL- Address Date Called:.,, Special Instructions:. . , Date Wanted:.” 12 Vim. Requester: Phone No: 07.0B-S -Oil v Approved per applicable'codes. a Corrections required prior to approval. COMMENTS: NSPECTION'FEE.RE UIRED. ior to next inspection, fee must be aid:ati6300`Southcenter Blvd.. Suite 100. Call to schedule reinspection. 3 1 I 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO:" CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 it (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Die - 7 Projects Type of Inspection: , j pit Address: I 77 / JCC,■e L .=e i° c( Date Called: ✓..- Special Instructions: 5- 4 „II Date Wanted:. / V - /2.- (a.m. p.m. Requester: Phone No: NApproved per applicable codes. Corrections required prior to approval. 7 COMMENTS: Date: // /0• -a - /Z. EINSPECTION FEE REQl ED. Prig to next inspection, fee must be id at 6300 Southcenter Skid.. Suite 100. Call to schedule reinspection. 77. - INSPECTION NO. INSPECTION RECORD Retain a copy with permit bit -1773 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 's 6300 Southcenter Blvd., #100, Tukwila. WA 98188 tom, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: C; Lc—e. D i R A.S. nJ E/ `iGtc f&I'"Cf�`-'' cl iiI r - '•`=1:.2a.i'F Type of Inspection: 16 c* P3 041"N C r_? N' C. Address: 3o ( --T tit LP -J L \ Q -r Date Called: Special Instructions: Date Wanted:. C4 -2. e- 1 (a. m\ p.m. Requester: Phone No: NIApproved per applicable codes. Corrections required prior to approval. COMMENTS: - E/ `iGtc f&I'"Cf�`-'' cl iiI r - '•`=1:.2a.i'F ,2) r Z. tb.J R — 'N 4? \i' 3 G t. A z.\ NJ (., - ADP Woe( Date: f \ R INSPECTION FEE REQUIRED. PriorXo next inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. !lilt INSPECTION RECORD Retain a copy with permit INSPEe11ON NO. PERMIT Na CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Si P ic: �_�i Type of Inspection: 1---94 IAA ( 4, ✓)(4 ( - / i1nva/d IF./ 0('A'''" / (ecAJti/ Address: 301 i t t (chi&- •k- f. q Date Called: 4 . / Special Instructions: ' Date Wanted:. i _ r2 a:m: p.m. Requester: 14'/1,1 'i/ 0T B 1--1 , iO /vr7i7 /7// d.e /Z CJee/e Phone No: 77:5-08) -31 17 - EiApproved per applicable codes. Corrections required prior to approval. COMMENTS: `✓ 4, j s9r5'4/4 Lf/ - ,-Y ,-,5:445-,:p,.-/e) I, ) /0 -3.--7 ✓)(4 ( - / i1nva/d IF./ 0('A'''" / (ecAJti/ /j -a) 0,14 , . / .r,, // /7 ,,--1, 7' , h ? 4 x''71 4 . / :-.71 ;),,7,4z s,,,, (t./>;'/ -71 6i>/e d /44 ,cc r- /Usg /(//)--/. e" S c )/;r / �sEc/ J l'-' 'fIC*' / ■a>t/SJ /Z 7j/O?/./ i2% .91/7s 71/4/4/ ...." ,4(°• /19 Y /5/ 1- r'Ps /T/W /i i iU 14'/1,1 'i/ 0T B 1--1 , iO /vr7i7 /7// d.e /Z CJee/e G.//9 i/ / -- 5//e /d Orr/e-.1 a2 f'lcn/ r-=5 /C (We" iU 60/F' 4 rn1, 6 ■x.7,7t1f r``Sa.v 7 Dat spec dr1 I EINSPECTION FEE REQI IRED. Pridto next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD "Retain a copy with permit INS ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Vie, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Si..... P 7-, 7 Arn! Type of Inspection: t . /2 4WEEV "(z Address: 30 / 7-2/A,60/z4 t> / Date Called: iA; i' s 1)=3.77 , Ss-'WO Special Instructions: Date Wanted: 8-21 _ Z a.m. p.m. Requester: Phone No: 77 i8/ --8// 7 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: t 1 • // ) c/.74/0/ n// ... 449/141/-r � iA; i' s 1)=3.77 , Ss-'WO Inspector: 1 i ,! EINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date �y� yT r INSPECTION RECORD Retain a copy with permit INSPECTION NO. . PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 43.1 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: Address: Date Called: V Special Instructions: Date Wanted:. ^P) -2-... a.m: p.m'.” Requester: . 4 /7//w ��s,�'"'f SZ; pP /C% AQv/Yr�f1 /- 3.. Phone No: Approved per applicable codes. ® Corrections required prior;to approval. COMMENTS: G ) /e ,---/- . r/O S ADD ,3✓✓ ✓. 4'1 9,w /A J / / r z4i; l • n/F4's -a Lc- / . ..5-,.0 j ? ) 4 /7//w ��s,�'"'f SZ; pP /C% AQv/Yr�f1 /- 3.. r .. CA) (S71. / 4i14/1al%,S ii%' d/46 /� M't,Z/,, //2 ifs- / /',9R/ 44 40 c, ,fr 4 xnh % / / s /r>.5 3.) F� r d I) P'1PAR' 43/V /I - ,ZA452 / / /1/ %c-). J ' < ---11 6 .b?" /-,,dnrA /nc G',' ��� „oi( }, /4 ,,,i-.7, 0 rA/J-'v ,-4'6 Aierl (; %,Pi -F 14A/4 Re h /,/-e - , V I//2/Z// it /eiA . :. . 4' Inspecto : Data: -/7 qp REINSPECTION FEE REQUIRED. Prior to next inspection, fee .Must be ‘ d at 6300 Southcenter Blvd., Suite 100. Call to schedule.reinspection a INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D ' - /73 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: /1/1p44r-e. 1 '5_ A 5 coiA,.-A -el' S Type of Inspection: co ,,,.e f - - S p Address: Suite #: 3a I ��� I p6i,,,t.(7 Contact Person: Special Instructions: Phone No.: /1-Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: mod--_ Fire Alarm: Hood & Duct: Monitor: Pre -Fire: ` Permits: Occupancy Type: Inspector: iiz\ mow, mod--_ Date: 942_61/ zi Hrs.: 1 Y $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 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit to s l8` Dia- /73 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: Sprinklers: Ty a of Inspection: Hood & Duct: Address: !UI —T-u , W_ 1 ?k�c�y Suite #: / Contact Person: Special Instructions: Phone No.: Approved * per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Tire Alarm: Hood & Duct: Monitor: _ Pre -Fire: Permits: I, -ifs ,U JJ o,u ,// 4- A-b--r ov-efS L- -11h w -fv I a- /' , 9 C ; Needs Shift Inspection: Sprinklers: Tire Alarm: Hood & Duct: Monitor: _ Pre -Fire: Permits: Occupancy Type: Inspector: / „t w, Date: �( /� 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 6/11/10 T.F.D. Form F.P. 113 B W A RECEV0,0 rEP 07 ?012 4 kRLDiNdr DEPARTMENT ,DMZ -r75. EXIST. CEILING SYSTEM MODIFY TO ALLOW MTL STUD EXTENSION. 1 EXISTING TJL TRUSS MTL STUD SLIP TRACK 10' -0 ", DOUBLED 3 -5/8" MTL STUD, @ 16" O.C., ATTACH TO EXITING MTL STUDS. REMOVE GYP. BD. AS REQUIRED TO INSTALL MTL STUDS. REPLACE WITH GYP. BD. TO MATCH EXISTING. EXTEND GYP. BD. ABOVE CEILING LINE. LINE OF EXIST. MTL STUD EXISTING CONCRETE SLAB Demising Wall Section (EAST WALL) SCALE: 1" = 1' -0" BERNARDO I WILLS ARCHITECTS PC 153 SOUTH JEFFERSON SPOKANE WASHINGTON 99201 509.838.4511 FAX 509.838.4605 Sleep Train TI Tukwila, WA 301 Tukwila Parkway Tukwila, WA COPYRIGHT BERNARDO WILLS ARCHITECTS,PC 2011 Project No: 12 -227 Drawn by: Date: 9.6 -12 RECEWED SEP 07 7.O12 BULDiNG DEPARTMENT R-3035 FOIL / SCRIM / KRAFT Meets ASTM C1136, Type II, IV LAMTEC® CORPORATION FACING COMPOSITION Foil Barrier Coating Reinforcing Adhesive Kraft DESCRIPTION Aluminum Elastomeric Polymer Tri- directional Fiberglass Flame Resistant Natural VALUES (ENGLISH) 0.0003 inch 0.0001 inch 2 / inch (MD) 3 / inch (XD) 30 Ibs / 3000 ft2 VALUES (METRIC) 7.6 micron 2.5 micron 8 / 100 mm (MD) 12/100 mm (XD) 49g/m2 PHYSICAL PROPERTIES Basis Weight Permeance (WVTR) Bursting Strength Puncture Resistance Tensile Strength Caliper / Thickness Accelerated Aging Low Temperature Resistance High Temperature Resistance Water Immersion Mold Resistance Dimensional Stability Emissivity TEST METHOD Scale ASTM E96 Procedure A ASTM D774 ASTM C1136 ASTM C1136 Micrometer 30 Days @ 95% RH, 120 °F (49 °C) ASTM D1790 -40 °F ( -40 °C) 4 hours @ 240 °F (116 °C) 24 hours @ 73 °F (23 °C) ASTM C665 / C1338 ASTM D1204 ASTM E408 VALUES (ENGLISH) 21 lbs / 1000 ft2 0.02 perm (grains /hr'ft2'in Hg) 40 psi 25 beach units 40 lbs/inch width (MD) 25 lbs/inch width (XD) 0.008 inch No Corrosion No Delamination Remains Flexible No Delamination Remains Flexible No Delamination No Delamination No Growth 0.25% 0.03 VALUES (METRIC) 103 g / m2 1.15ng /N's 2.8 kg / cm2 0.7 Joules 7.0 kN / m (MD) 4.4 kN / m (XD) 203 micron No Corrosion No Delamination Remains Flexible No Delamination Remains Flexible No Delamination No Delamination No Growth 0.25% 0.03 FIRE TESTING Foil Exposed Kraft Exposed UL 723 / ASTM E84 Flame Spread 5 25 Smoke Developed 0 10 CAN ULC -S102M Flame Spread 5 25 Smoke Developed 5 25 Physical Properties based upon statistical averages, Weight / Thickness +/- 10% "LAMTEC" AND "WMP" ARE REGISTERED TRADEMARKS OF LAMTEC CORPORATION Lamtec Corporation Bartley- Chester Road P.O. Box 37 Flanders, New Jersey 07836 -0037 USA Phone: (973) 584 -5500 (800) 852 -6832 www.lamtec.com Fax: (973) 584 -5178 (888) 852 -6832 5/04 LE6P B W A 3Q t 1 Lu " c,4 Z..M -. ( s gym. EXIST. CEILING SYSTEM MODIFY TO ALLOW MTL STUD EXTENSION. RECEIVED C . ") rnn. DEPART E I` T&i EXISTING TJL TRUSS MTL STUD SLIP TRACK 10' -0 ", DOUBLED 3 -5/8" MTL STUD, ® 16" O.C., ATTACH TO EXITING MTL STUDS. REMOVE GYP. BD. AS REQUIRED TO INSTALL MTL STUDS. REPLACE WITH GYP. BD. TO MATCH EXISTING. EXTEND GYP. BD. ABOVE CEILING LINE. LINE OF EXIST. MTL STUD Demising Wall Section (EAST WALL) SCALE: 1" = 1' -0" BERNARDO! WILLS ARCHITECTS PC 153 SOUTH JEFFERSON SPOKANE WASHINGTON 99201 509.838.4511 FAX 509.838.4605 Sleep Train TI Tukwila, WA 301 Tukwila Parkway Tukwila, WA COPYRIGHT BERNARDO WILLS ARCHITECTS,PC 2011 Project No: 12-227 Drawn by: Date: 9-4-12 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 9 2012 REVISIONS No changes shall be made to the scopg of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submit'aI and may include additional plan review fees. 22' -6 6' -3„ 8. -2%" OFFICE 101 JI J FILE COPY Permit Rio., 1)12- f1 ' Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize tht violation of any adopted code or ordinance. Receipt of approved Fleld :1 1 ., •,), • le acknowledged: BY Date: 3r- / 7 City Ofllikwna BUILDING DIVISION B E R N A R D O I W I L L S 1S3 MIN JEFFEISOM ARCHITECTS PC RECEIVED CITY OF TUKWILA AUG 2 q 2012 PERMIT CENTER SEPARATE PERMIT REQU RED FOR: ki Mechanical I$ Electrical Pfl Plumbing 65 Gas Piping City of Tukwila ` M,-• Dii,1SJON 'REVISION N SPOKANE YASHIX61011 09201 501.638.011 FAX 509.1138.A605 Sleep Train Ti Tukwila, WA 301 Tukwila Parkway Tukwila, WA C0PYA16111 IEXNAMD0 NlllS AXCNITECTS.PC 2011 Project No 11.227 Drawn by Date: 11/23/12 17112-- 113 OFF HOURS INSPECTION Reimbursement authorization/approval to conduct inspection activities during off hours. Date: `o // i Z / Requested By: tjk-i 6116 ,4 6/AN-LS t?n s'ZDcila.. Permit Number: /Z - /73 Inspection Information Project Name: (ScOu S Project Address /Location: 36 l /c,c.i,JiUE a -tr.-0 7 Requested Date for Inspection: /0 /7112 Requested Time: CO - / l Contact Name: k44.: 61.4l41,-( Phone Number: Special Conditions for Consideration: (;2,1,,/k4S ` Li PM ZCIF rev -0113/ ** Contractor will be charged a minimum for four (4) hour inspection time for any off -hours inspection work at $94.50 per hour (minimum total of $378.00). This is to be paid at the time of request. ** The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in excess of (4) hours. Signature: Printed Name: Date: /4/ 712 FFECENED "C II arum Use On Approve`` ": ; Disapproved: Date of Approval /Disapproval: Authorized Reviewer: Remarks: OCT 0120121 PEAMwT OENTER W: \Permit Center \Templates \Forms \Off Hours Inspection.docx 37� -v� • City of Tukwila June 1, 2012 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Allen Danes 2364 N Corsey Way Eagle, ID 83616 RE: Correction Letter #1 Development Permit Application Number D12 -173 Sleep Train — 301 Tukwila Py Dear Mr. Danes, 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 Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 - 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. Sincerely, 1744 Bill Rambo Permit Technician encl File No. D12 -173 W:\Pennit Center \Correction Leners\2012\D12 -173 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 --r Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: May 31, 2012 Project Name: Sleep Train Permit #: D12 -173 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide information about the building and space i.e. type of construction, use and occupancy, sprinkled or not, or has a fire alarm system. 2. Provide occupant load calculations for the space. (IBC 1004.1) 3. Provide an egress plan. Location of the common path of travel shall not exceed 30 feet from any point within the merchandise pad to where the occupants are required to traverse to the common path of egress, and to where two separate and distinct paths of egress travel to two or more exits are available. The path of egress shall be provided with the necessary emergency egress illumination. Egress plan shall show "aisle access ways" to common path of egress travel shall not exceed 30 feet, with minimum 30 inch clear width aisle access ways at any point within the merchandise pad. (1017.2 & 1017.3 Aisle access ways in Group M & 1006) 4. The plan shows a long corridor. Corridors shall not exceed 20 feet or 50 feet in a sprinkled building. Provide a door or additional exit for that corridor. If one exists, show it on the plan. (IBC 1018.4) 5. Provide dimensions for the restroom to show the toilet has a clear space of 60 inches minimum between the adjacent -wall of the toilet to the side of the sink. (ANSI 604.3) Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. iaoa ak1000 1.11/1183d0 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -173 DATE: 08/24/12 PROJECT NAME: SLEEP TRAIN SITE ADDRESS: 301 TUKWILA PY Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 after Permit Issued D RTMENTS: Bu ing DI ision Fire Prevention Planning Division Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Xi Incomplete ❑ DUE DATE: 08/28/12 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/25/12 Approved Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: *EMIT COORD COPY. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -173 DATE: 07/17/12 PROJECT NAME: SLEEP TRAIN SITE ADDRESS: 301 TUKWILA PY Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building " Division Public Works Fire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 07/19/12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 08/16/12 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: JPERMIT COORD COPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -173 PROJECT NAME: SLEEP TRAIN SITE ADDRESS: 301 TUKWILA PY DATE: 05/23/12 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: g wilding u 'vision N\ Works t- >IiC -NIA CC"2 Fire Prevention Planning Division Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05/24/12 Complete Incomplete n Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 06/14/12 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: 119.1 ` ( 2 Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 10_ Documents /routing slip.doc 02/29/12 PROJECT NAME: SITE ADDRESS: 1 'cwKul�k P� PERMIT NO :0 DT -11S ORIGINAL ISSUE DATE: Di 24a REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF IN TI S I 0142..1 t 12 vim- f 91[ 1 111' Summary of Revision: r2voCA,AC 4J,( Received by: 621 c_ Ttn`1 w a_ REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) Cityt Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 • Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2q ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: Z — / % 3 Project Name: S /CC, % R r f%i Project Address: 3 0 1 T O k w/ / /1- Contact Person: Clz/C /HY Lot-. Summary of Revision: Pitzk wx Phone Number: !`775- 5Q /- W/7 /-/fri ,ave 6 4-OfC ,c4 564-rn �. /JAN , olreltelven foviu AU' - 012 anceivrea Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 2 H:\Applicationa\Forms- Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 Cit"' Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Vl 7/ ( Z Plan Check/Permit Number: D - / 2 / 73 ❑ Response to Incomplete Letter # 3, Response to Correction Letter # & ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner CITY B TUKWILA 1 JUL 11 .7 20121 •ERMIT CEMTErp Project Name: /� P. dpi 4 Project Address: ,'d / 7/i2/4 Contact Person: 4, /LA7 41),O// es' Phone Number: eOc5)',- d4Q3 - 9P-0 Summary of Revision: .1'4) C,0 cT1coo.► Le`ej Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: kEntered in Permits Plus on Z H:\ Applications Worms-Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 Contractors or Tradespeople Peer Friendly Page General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name FRANS CONSTRUCTION INC UBI No. 602501270 Phone 8587483040 Status Active Address 13446 Poway Rd., #221 License No. FRANSCI953L9 Suite /Apt. License Type. Construction Contractor City Poway Effective Date 6/29/2005 State CA Expiration Date 6/29/2013 Zip 92064 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date VERHEIJEN, FRANS T President 06/29/2005 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date PLATTE RIVER INS CO 41020182 06/15/2005 Until Cancelled $12,000.00 06/29/2005 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 9 STAR INSURANCE COMPANY WC0732709 06/01/2012 06/01/2013 $1,000,000.0005 /30/2012 8 National Fire Ins of Hartford 5083116022 03/11/2012 03/11/2013 $1,000,000.0003 /12/2012 7 Liberty Surplus Ins Corp DGLLA1088361 03/11/2011 03/11/2012 $2,000,000.0003 /09/2011 6 COT HAWLEY INS MGL0170062 03/11/2010 03/11/2011 $1,000,000.0003 /16/2010 5 COT HAWLEY INS MGL0156886 03/11/2009 03/11/2010 $1,000,000.0003 /11/2009 4 COT HAWLEY INS MGL0154386 03/11/2008 03/11/2009 $1,000,000.0003 /10/2008 3 MOT HAWLEY INS MGL0149385 03/11/2007 03/11/2008 $1,000,000.00 03/05/2007 2 MT CO HAWLEY INS MGL0146890 03/11/2006 03/11/2007 $1,000,000.0003 /17/2006 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni /bbip /Print.aspx 07/26/2012 SLEEP TRAIN TENANT IMPROVEMENT Abbreviations: & AND L ANGLE AT CENTERLINE OJ DIAMETER OR ROUND 1 PERPENDICULAR # POUND OR NUMBER A.B. ABV. AC. B. ACOUS. A. F. F. AGGR. ALUM. ANOD. APPROX. ARCH. ASPH. BD. BLDG. BLK. BLK'G. BM. B.U.R. CAB. C.B. CEM CH. C.J. CLG. CLR. C.O. COL. CONC. CONN. CONSTR. CONT. C.T. CTR. CT.SK. DBL. DEPT. DET. DIA. DIM. DN. DR. D.S. DWG. E EA. E.I.F.S. EL. ELEC. ELEV. ENCL. E.P. EQ. EQP. EXIST. EXPO. EXT. F.D. F.E. F.H. FIN. FLASH. FLR. FLUOR. FOUND. FRM'G. FT. FTG. FURR. GA. G.C. GL. GND. GP. GR. GV. GYP. H.C. H.B. HDCP. ANCHOR BOLT ABOVE ACOUSTICAL BOARD ACOUSTICAL ABOVE FINISH FLOOR AGGREGATE ALUMINUM ANODIZED APPROXIMATE ARCHITECTURAL ASPHALT BOARD BUILDING BLOCK BLOCKING BEAM BUILT UP ROOF CABINET CATCH BASIN CEMENT CHANNEL CONTROL JOINT CEILING CLEAR CLEAN OUT COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUE CERAMIC TILE COUNTER COUNTER SUNK DOUBLE DEPARTMENT DETAIL DIAMETER DIMENSION DOWN DOOR DOWNSPOUT DRAWING EAST EACH EXT. INSUL. & FINISH SYSTEM ELEVATION ELECTRICAL ELEVATOR ENCLOSURE ELECTRICAL PANEL EQUAL EQUIPMENT EXISTING EXPOSED EXTERIOR FLOOR DRAIN FIRE EXTINGUISHER FIRE HYDRANT FINISH FLASHING FLOOR FLUORESCENT FOUNDATION FRAMING FOOT OR FEET FOOTING FURRING GAUGE GENERAL CONSTRUCTION GLASS GROUND GROUP GRADE GALVANIZED GYPSUM HOLLOW CORE HOSE BIB HANDICAP Symbols: ROOM 125 3 (101A) HDWD. HDWR. H.M. HORIZ. HR. HT. INST. INSUL. INT. LAM. LB. LOC. MATL. MAX. MECH. MFR. M.H. MIN. MISC. MTD. MTL. N N.I.C. NO. N.T.S. O.C. 0/ OH. PL. PLYWD. P.P. P.T. R. R.C.P. R.D. REC. REF. REINF. REQD. RM. S S.C. SCHED. SHT. SHTG. SIM. SPEC. SQ. STD. STL. STOR. STR. SUSP. S &V SVC. S.W. SYM. T. T.C. TEL. T &G THK. T.O.P. T.P. T.W. TYP. HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT INSTALLATION INSULATION INTERIOR LAMINATED POUND LOCATION MATERIAL MAXIMUM MECHANICAL MANUFACTURER MANHOLE MINIMUM MISCELLANEOUS MOUNTED METAL NORTH NOT IN CONTRACT NUMBER NO TO SCALE ON CENTER. OVER OPPOSITE HAND PLATE PLYWOOD POWER POLE PRESSURE TREATED RADIUS OR RISER REFLECTED CEILING PLAN ROOF DRAIN RECOMMENDED REFERENCE REINFORCED REQUIRED ROOM SOUTH SOLID CORE SCHEDULE SHEET SHEATHING SIMILAR SPECIFICATION SQUARE STANDARD STEEL STORAGE STRUCTURAL SUSPENDED STAIN & VARNISH SERVICE SIDEWALK SYMMETRICAL TREAD TOP OF CURB TELEPHONE TONGUE & GROVE THICK TOP OF PLATE TOP OF PAVEMENT TOP OF WALL TYPICAL U.B.C. UNIFORM BUILDING CODE UNF. UNFINISHED U.O.N. " UNLESS.. OTHERWISE NOTED VERT. VERTICAL V.I.F. VERIFY IN FIELD W W/ WD. WDW. W/0 W.P. W.R. WSCT. WT. WEST WITH WOOD WINDOW WITHOUT WATERPROOF WATER RESISTANT WAINSCOT WEIGHT DOOR TAG ROOM TAG Project Team: OWNER: THE SLEEP TRAIN INC. CONTACT: JOE MORANO, SENIOR FACILITIES MANAGER 2205 PLAZA DRIVE ROCKLIN, CA 95765 P: 916.751.4427 jmorano@sleeptrain.com CONTRACTOR: FRANS CONSTRUCTION 2364 N CORSEY WAY EAGLE, ID 83616 CONTACT: ALLEN DANES alien @f ransconstruction.com PH: (208) 863.9149 FX: (208) 246.3127 ARCHITECT: BERNARDO -WILLS ARCHITECTS 153 5. JEFFERSON SPOKANE WASHINGTON 99201 CONTACT: BOBBI JEAN WOOD bwood @bwarch.com PH:(509) 838 -4511 FX:(509) 838-4605 Project Summary: PROJECT INFORMATION: PROJECT OWNER: PROJECT: THE SLEEP TRAIN INC. CONTACT: JOE MORANO, SENIOR FACILITIES MANAGER 2205 PLAZA DRIVE ROCKLIN, CA 95765 PH: 916.751.4427 jmorano @steeptrain.com SLEEP TRAIN 301 TUKWILA PKWY, TUKWILA, WA 98188 PROJECT DESCRIPTION: INTERIOR BUILD -OUT IN AN EXISTING ONE STORY BUILDING. INTERIOR WORK TO INCLUDE DEMOLISHING PART OF EXISTING INTERIOR PARTITION AND MAN DOORS. NEW FULL HEIGHT INTERIOR PARTITION. WALLS ARE TO BE LIGHT -GUAGE METAL STUDS W/ GYPSUM BOARD, FINISHED. BUILD -OUT INCLUDES HOLLOW METAL FRAMES AND SOLID CORE WOOD DOORS, HARDWARE, SUSPENDED CEILINGS AND NEW INTERIOR FINISHES. ELECTRICAL, AND MECHANICAL WORK TO BE DESIGN BUILD. LEGAL DESCRIPTION: PARCEL NUMBER: EXISTING PAD USE: PROPOSED USE: OCCUPANT LOAD: SPRINKLER SYSTEM: FIRE ALARM SYSTEM: YES AREA: ± 5,350 SF LOT: N/A N/A VACANT RETAIL 178 OR 5,350/30 (MERCANTILE= 30 GROSS, AREA= 5,350 SF) General Project Notes: 1. DRAWINGS AND ASSOCIATED CONSTRUCTION DOCUMENTS ARE SUBJECT TO CHANGE PENDING PERMIT REVIEW BY GOVERNING MUNICIPALITY. 2. MAINTAIN THE CONSTRUCTION SITE IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL HEALTH AND SAFETY STANDARDS AT ALL TIMES. 3. DIMENSIONS ARE TO CENTER LINE OF WALL UNLESS OTHERWISE NOTED. DIMENSIONS THAT ARE TAKEN FROM EXISTING WALLS ARE TO FACE OF FINISH. 4. FIELD VERIFY ALL DIMENSIONS PRIOR TO THE COMMENCEMENT OF WORK. notify ARCHITECT OF ANY DISCREPANCY, ERRORS OR OMISSIONS PRIOR TO THE COMMENCEMENT OF THE EFFECTED WORK. 5. MECHANICAL AND ELECTRICAL INFORMATION SHOWN ON ARCHITECTURAL DRAWINGS I5 PROVIDED GENERAL LOCATION PURPOSES ONLY. MECHANICAL AND ELECTRICAL PORTION OF PROJECT 0 BE DESIGN BUILD. 6. ROOM AND DOOR NUMBERS SHOWN ON DRAWINGS ARE FOR CONSTRUCTION PURPOSES ONLY. 7. WOOD IN CONTACT WITH CONCRETE, MASONRY OR EARTH SHALL BE PRESERVATIVE TREATED WOOD. 8. INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURES SPECIFICATIONS. 9. FULLY COORDINATE WITH OTHER PARTIES THE INSTALLATION REQUIREMENTS OF ALL ITEMS OR MATERIALS TO BE FURNISHED AND /OR INSTALLED BY OTHERS PRIOR TO INSTALLATION. 10. PROVIDE BLOCKING OR BACKING FOR WALL OR CEILING MOUNTED MATERIALS IN FULL ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS OR REQUIREMENTS PRIOR TO INSTALLATION. 11. DOORS JAMBS ARE LOCATED 3" OFF OF ADJACENT WALL U.O.N. Sheet Index: GENERAL: A0.1 COVER SHEET, ABBREVIATIONS ARCHITECTURAL: A2.1 FLOOR PLAN /DETAILS /DOOR SCHEDULE A6.1 TYPICAL CONSTRUCTION SPECIFICATIONS/ REFLECTED CEILING PLAN FILE COPY Permit No. t► PA-1Z3 Purl review approval is subct to errors and omissions. 42:.p: vaI of construction documents does not authorize try: , ; station of any adopted code or ordinance. Receipt of approved Field Copy and is ackn ged: City Of 1Ukwila BUILDING DIVISION REVISIONS No changes shall be the to the scope of work without prior approval of Tukwila Building Division. I ITT r.,y1fsioris will require a new plan submittal rn y is ::.::,de additional plan review SEPARATE PERMIT REQUIRED FOR: echanical lectrical lumbIng as Piping :: Sy of Tukwila l l- ".I 11 DIVISION PROJECT LOCATION Site Map REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 3 2012 7Ciiy of Tukwila BUILDING DIVISION Vicinity Map RECEIV D CITY01=TU to JUL 17 2012 PERMIT CENTER ,OORRECTI.. N +_TR# 4198 NREGISTERED ARCHITECT GARY M. BERNARDO STATE OF WASHINGTON J H 0 z C4 LU U ARCHITECTS WWW.BERNARDOWILLS.COM L1 00 M 00 rn LL SPOKANE WASHINGTON 99201 0 00 LL LL w 1- 00 M LC1 Project No: 12 -227 Drawn by: BJW Date: July 13, 2012 b12-1i3 , AO.1 HE = DOOR SCHEDULE DOOR NO. SIZE DOOR FRAME NOTES DOOR NO. MATL TYPE FINISH TYPE FIN 101 3' -0" x 7' -0" WOOD SOLID CORE STAINED HM PAINT 101 102 3' -0" x 7-0" WOOD SOLID CORE STAINED HM PAINT 102 103 3' -0" x 7-0" WOOD SOLID CORE STAINED HM PAINT 103 104 PR 3' -0" x 7-0" GLASS - - HM MATCH EXIST 104 ALL EXISITNG INTERIOR DOORS TO BE REPLACED WITH STORE STANDARD * STORE STANDARD DOOR- SOLID CORE BIRCH STAINED NATURAL 1 Interior Door Head SEE PLAN FOR WALL TYPE BUILT -UP STL. HEADER - SEE STRUCT. CLIP SEALANT ® EA. SIDE HOLLOW MTL. FRAME SCHEDULED DOOR FRAME WIDTHS 53/4 " @35 /8 "STUDS 8 1 /4" ® 6" STUDS SCALE: 3" = 1' -0" WALL AS SCHEDULED SEALANT HOLLOW METAL FRAME DOOR AS SCHEDULED HOLLOW METAL DOOR FRAME GLAZING AS SCHEDULED 3 Int. HM Door /Window Jamb 5 SCALE: 3" = 1-0" Interior Casing Head SEE PLAN FOR WALL TYPE BUILT -UP STL. HEADER - SEE STRUCT. CLIP SEALANT @ EA. SIDE HOLLOW MTL. FRAME FRAME WIDTHS 5 3/4" ® 3 5/8" STUDS 8 1/4" ® 6" STUDS SCALE: 3" = 1' -0" 2 1Wall Type Legend W2.1 FULL HEIGHT 3% "x2OGA. MTL STUD ® 24" O.C. %" TYPE -X GYP. BD. (BOTH SIDES) SOUND BATTS Ii• ■1 M■ ■1 ilIMI Interior Door Jamb Graphic Legend SEE PLAN FOR WALL TYPE CLIP SEALANT ® EA. SIDE HOLLOW MTL. FRAME SCHEDULED DOOR FRAME WIDTHS 53/4 " @35 /8" STUDS 8 1 /4" ® 6" STUDS SCALE: 3" =1-0" ROOM SIDE WALL AS SCHEDULED SEALANT HOLLOW METAL FRAME GLAZING AS SCHEDULED 4 Int. HM Window Head ( Jamb Sim.) SCALE: 3" =1-0" 6 Interior Casing Jamb SCALE: 3" = 1' -0" SEE PLAN FOR WALL TYPE CLIP SEALANT @ EA. SIDE HOLLOW MTL. FRAME FRAME WIDTHS 5 3/4" ® 3 5/8" STUDS 81/4 " @6 "STUDS EXISTING TO REMAIN EXISITNG TO BE DEMOLISHED NEW PARTITION EXISTING DOOR AND FRAME NEW DOOR AND FRAME Keyed Notes 1O REMOVE EXISTING FLOORING, INSTALL NEW CARPET AND RUBBER COVE BASE PER SPEC O2 NEW TILE PER SPEC O3 NEW VCT AND RUBBER COVE BASE IN OFFICE PER SPEC O PAINT ALL CUSTOMER /SHOWROOM AREA WALLS PER SPEC O5 PAINT ACCENT BAND AT SHOWROOM WALLS PER SPEC O6 6'X8' TILE PER SPEC O7 INSTALL WINDOW TINT FILM AT WINDOW PER SPEC O NEW SALES CASH WRAP, VERIFY FABRICATION REQUIREMENTS WITH TENANT, INSTALL NEW DATA /POWER READY CONNECTIONS PER SPEC O 4' WIDE X 3' HIGH ONE -WAY MIRROR 10 ALIGN 11 DEMO WALL 12 DEMO DOOR, COORDINATE WITH OWNER ABOUT SALVAGING @ SINK TO BE RELOCATED OUTSIDE OF THE 60" CLEAR WIDTH SPACE STARTING AT THE WALL ADJACENT TO THE TOILET 39"-41" \ \ 7 TPD NR SCD TB / 12" 7" 42" Toilet Room 103 N SCALE: 3/8" = 1. General Notes PATCH AND REPAIR ALL DAMAGED WALLS /GYP TO RECEIVE NEW PAINT PER SPEC SEE A6.1 2. REMOVE AND REPLACE ANY BROKEN GLASS AT WINDOWS 3. COORDINATE ALL DOOR HARDWARE AND /OR LOCKING REQUIREMENTS WITH TENANT. SD c Lu z u o 0 b0 8 MIR PTD C GB 24" 1 12" 30" MIN CLR Toilet Room 103 W 18" 40" TO BOTTOM SCALE: 3/8" = 1' -0" 9 Floor Plan- First Floor SCALE: 1/8 = 1' -0" * 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.4 Performance of system. 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. 2009 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...for exit discharge doorways... I WWW.BERNARDOWILLS.COM Ln co co cn LC SPOKANE WASHINGTON 99201 4198 REGISTERED ARCHITECT GARY M. BERNARDO STATE OF WASHINGTON 0 00 CC uJ IL 12 uJ 1- 00 M L11 .-i Revision Date: 10 Egress Plan SCALE: 1/16 = 1' -0" - •• -••- • -• -••• AISLE ACCESS WAYS REVIEWED FOR ODE COMPLIANCE APPROVED JUL 2 3 2012 City of Tukwila BUILDING DIVISION RECEiVElO CITY OF TUKV4LA JUL 17 2012 PERMIT CENTER COMMON PATH OF EGRESS TRAVEL ARCHITECTS 301 Tukwila Pkwy Tukwila, WA 98188 Project No: 12 -227 Drawn by: BJW Date: July 13, 2012 A2 • 1 OF: SHEETS NORTH Main Floor Reflected Ceiling plan SCALE: 1 /8" = 1' -0" figure 2 Lateral force Bracing SOrkfer• �: ^ EXIST Hanger (Suspension) Wires (figures 5a and 5b) figure 5a • Hanger and perimeter wires must be plumb within 1 in 6 unless (figure 5a) counter sloping wires are provided (figure 5b). source: ASTM C 635 Benton 2.1.4 • Hanger wires shall be 12 gage and spaced 4 feet on center or 10 gage spaced 5 feet on center. Source: ASrMC638 • Any connection device at the supporting construction shall be capable of car - tying not less than 100 pounds. Source CISCA zones 3-4 • Powder -driven shot -In anchors (PAFs) are an approved method of attachment ( ) PP for hanger wires. Source: Slate of Otegcn, Budding Codes Denson • Terminal ends of each main beam and cross tee must be supported within 8 inches of each wall with a perimeter wire (see figure 4 & 5 b). s n-. CISCA zones 3-4 • Wires shall not attach to or bend around interfering material or equipment. A figure 5b • Counterslopl trapeze or equivalent device shall be used where obstructions preclude direct suspension. Trapeze suspensions shall be a minimum of back -to -back 114 inch cold -rolled channels for spans exceeding 48 inches. Source: MCA zones 3-4 Electrical fixtures • Light fixtures weighing less than 10 pounds shall have one 12 gage hanger wire connected from the fixture to the structure above. This wire may be slack. Scrm :a: CISCA S�ie :roc zones &4 • light fixtures weighing more than 10 pounds and less than 56 lbs. shall have two 12 gage wires attached at opposing corners of the light fixture to the structure above. These wires may be slack. se;!� : CISCA Seismic zones 3 4. Y • Light Fixtures weighing more than 56 lbs. shall be supported directly from the figure 6. structure above. These wires must be taut Source: c!sen: »ism c zones 3.4 • Pendant mounted fixtures shall be directly supported from the structure above ve ucal h• new using a 9 gage wire or an approved alternate support without using the ceiling "� EXIST FIELD TECHNICAL INFORMATION Application recommendations for work et the watt or cello 2 SPECIFICATIONS Panel (location to be determined). Landlord to provide i 1/2" telephone conduit from the building D -Mark to the premises and three (3) telephone junction boxes each pre -wired with two pairs of phone lines typically to the interior of the office and the Cash Wrap counter 1" from dedicated and dirty circuit, 24 1/4" up from floor to enter. See Tenant to provide phone lines - 2 lines in roll over sequence - i single facsimile line - i single data line Jacks to be provided by phone company - 3 -RJ14 Wall jacks - i- RJ31X alarm jack Store front doors: A pair of 3' - 0" x7' -o" doors. (Note:- if rear building doors are not delivery accessible per tenant - store front doors to be 3' - o" x 8' - o ") All new Store Front and Doors shall be provided with, 1/4 Tempered Glass in Doors and i" clear low E Store Front glazing, Tempered in Panel Immediately Adjacent to Doors. Note: glass per shopping center standard. Interior doors: Paint grade solid core. Brushed, stainless, ADA hardware. All new Store Front and Doors shall be provided with, 1/4 Tempered Glass in Doors and 1" clear low E Store Front glazing, Tempered in Panel Immediately Adjacent to Doors. Note: glass per shopping center standard. All window mullions excluding doors to be black. Bottom of store windows need frost (American Standard Window Film -White Frost). Dimensions to be determined by tenant. ADA restroom facilities, Maximum of two (2), which consist of one (1) self contained, power flushing toilet, one sink, hot water, soap dispensers, towel and tissue paper dispensers, one mirror. At tenant's request, Tenant shall have the right to request a credit for one or both of the restrooms. Walls to be covered in FRP- Marlite -P loo White- Pebbled surface Flooring and base to be installed the same as entry tile. Electric to be metered or sub - metered to premises. 200 AMP 3 Phase with 42 breaker panel complete with circuit breakers Duplex 20 AMP Receptacles every 8 -10 feet -18" A.F.F. Dedicated Circuits: Two (2) 20 AMP to be provided to Cash Wrap Counter 24 1/4" A.F.F. to center of outlet (location to be determined) See Drawing for details Separate Junction Box and Circuit Wiring to each Outside Sign of Appropriate Energy Requirement. Each sign requires two (2), three (3) wire circuits with an isolated ground back to the breaker - coordinate with Sign Co. All Exterior Signs to be set on one Electrical Time clock, Tork or Intermatic 24 HR (Time clock to be installed adjacent to the Power Panel) - supply contactor if appropriate. Duplex Outlets in ceiling or on wall above every other window per tenants request. Freestanding Building. - (if applicable) Exterior High Output Quartz Lights (500 Watt+) Sufficient to illuminate exterior adequately. Ceiling lighting is to be 2 x 4 (3) Lamp Static Grid Troffer fixtures using .12518 cell 3 lamp Lithonia parabolic fixture. Osram Sylvania F032T8/8411XP lamps. Sales Floor i fixture per 64 sf, Storage Area 1 fixture per 96 sf. Layout to include night lights. Contactors and Switches for all Ceiling Lights (location to be determined) Each column to receive one outlet. . 3LIs1£g O♦�f Suspension Systems for Acoustical Lay -in Ceilings 1� w Seismic Design Categories D, E & F EVtSED 10/09 g g na,,e, »tut This document has been revised based on current Building Code standards. In all buildings, other than structures classified as essential facilities, suspended ceilings installed in accordance with the prescriptive vlSions of the 401 document are ' deemed to comply with the current building code interpretation. This document provides the IBC -2009 referenced standards for the installation of suspension systems for acoustical la in ceilings. Y= 9 of this document will provide a more uniform standard for installation and inspection. This document is designed to accomplish the intent of the International Building Code (IBC) with regard to the requirements for seismic design category D, E and F for suspended ceilings and related items. Unless supported by engineering, the suspension system shall be installed per these requirements. Manufacturers' recommendations �.., �'� �� '� j �� ��► / General Recommendations • Referenced sources per hierarchy: American Society of Testis tY 9 E 580/0 580M), American Society in sand Interior Systems Construction g y • Partitions that are tied to the height shall be laterally braced dent of the ceiling splay bracing • For further information on bracing NWCB technical document #200 • All main beams are to be Heavy • All cross tees shall be capable ing deflection equal to 1/360 t I maximum 3• ITSmmI ti i i/ "/ l`t �% /�'� % � '�sr` am! -� f . : , �O� \� j ` 2C09 IBC (International Building Materials ASTM C 635, ASTM C ( of Civil Engineers (ASCE 7-05) Association (CISCA). ( ) ceiling and all partitions greater than to thestructure. Bracing shall system. saint.,• ASCE ?..05 seulicn of non -load bearing partitions -501. Duty (HD). Source. ASCE 7-CS RwVon of carrying the design load without of its span. Source CISCA zones 3.4 • These recommendations are forsuspended ceilings Including panel or tile, light fixtures and terminals weighing no more pet square foot. 5eu•cn ASCC: P q 13: e 1 •All wire ties are to be three tight arand itself within three inches. _ .... .. -: Code), 636, ASTM and Ceil- 6 feet in be indepen- 13.5.0.1 refer to 13 5 622 a exceed- intended grid, air the 4 lbs. 7.05 section turns Twelve - - • • / / 'q wim att•anmad ' • ' ' . 'GYP : ' ' ' • GYP • up to 7' 8' 1' EMT conduit �ETAL S1 UDS t , + , 4,,rr a[> up to 9' 9' t ,> 't { Single 1s/e" metal stud (20 gauge) up to 12' 0' _ -1113/4. suspension system for direct support. Source: ciscr. sRSn,ic z eo 3 -a Back-to-back 1%' metal stud (20 gauge) up to 15' 0' Structural concrete • Tandem fixtures may utilize common wires. L -- Ceiling trip -- - _.._.... __ _. _..- ._._.. nm • Mechanical Services Ib • Terminals or services weighing 20 lbs. but not more than 56 lbs. must have two 3 u „ra _..__._._-__-.___...- ...._..'� 12 gage wires connecting them to the ceiling system hangers or the structure above. These wires may be slack. Scutco: CISCA Seisrnx ::c zones 3-0 Vxmcxl ban a a • - -__._ -__ __..____._. y • Terminals or services weighing more than 56 lbs. must be independently supported directly from the structure above. These wires must be taut. Seurcn: figure sb u zones 3•n CISCA Sear:''^" Splayed seismic bracing Wire attachment Seismic Separation Joints (figure • For ceiling areas exceeding 2,500 square feet, a seismic separation joint or full �' "^ eN v n, 0 --CM :' Single 2 ty' metal stud (20 gauge) up to 13' 6' Back -to -back 2'/z" metal stud (25 gauge) up to 15' 0' Source: :eta %afipns. oz,lov figure Attached figure Unattached ::, ., om„ NORTHWEST Por and Bulldog Department Plenum areas j'n a1Er 1,F,L, }J v R5r/ require 4a Wall Molding Requirements wu / "n mom•' ` • U ;� / ..- 4b Wall Molding Requirements �•., "' -'� ,lam w" I °: .,; " ' ° ^"^ WALL & CEILING BUREAU • SUSPENSION Sion post (see figure 3). sion engineering Wall Moldings (figures 4a and 4b) • Wall moldings (perimeter closure angles) are required to have a horizontal flange 2 inches wide. One end of the ceiling grid shall be attached to the wall molding, the other end shall have a 3 Inch clearance from the wall and free to Slide. Souris: ASCE 7 U5 section 1 5.5.2.2 U • Where substantiating documentation has been provided to the local urisdic- / 9 P 1 Lion, perimeter clips may be used to satisfy the requirements for the 2 -inch closure angle. source: Slate of Oregon. Building codes Division • • The grid shall be attached at two adjacent walls (pop rivets or approved meth- o Soffits extending to a point at least level with the bottom plane of the grid d)• 9 Po P 9 and Independently supported and laterally braced to the structure above are �4� deemed to be equivalent to walls. seim.•: slate of oration, Building Ced w Divsien �4 Spreader Bars (figure 4b) • Spreader (spacer) bars shall be used to prevent the ends of the main beams and cross tees at perimeter walls from spreading open during a seismic event. Perimeter wires shall not be in lieu of spreader bars. some: coon ddsm o zones 3.4 � • Spreader bars are not required at perimeters where runners are attached directly to closure angles. y • Wire tying is an acceptable alternative to spreader bars. • Spreader bars are not required if a 90 degree intersecting cross or main is -B a • -t within 8 Inches of the perimeter wall. ` • \ • Where substantiating documentation has been provided to the local jurisdiction, °� perimeter clips may be used to satisfy the requirements for spreader bars. �y Source: State of Oregon. Building CPdee Division SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS height wall partition that breaks the ceiling shall be provided unless analyses Structural concrete ___� are performed of the ceilings bracing system, closure angles and penetrations to provide sufficient clearance. Source: ASCE 7.05 section section 135.62.2 d Steal strap 1' wide x 2' long x P 2 minimum gage .The layout and Location of the seismic separation joint shall be per the design- 3 twos ,9• -0• •• . •9' -0" 0.-0!'...: . .. ,' .' fire rated ceiling assembly unless substantiating documentation is provided. Source: State of C e nn Br■Eding Codes Division . Sprinklers J EXIST For ceilin s without ri ld brecin i 9 9 g, sprinkler head penetrations shall have a 2 inch ' . oversize ring, sleeve or adapter through the ceiling tile to allow free movement of at :, i a op Flange least 1 inch in all horizontal directions. Flexible head design that can accommodate m ° ' Rt 1 inch free movement shall be permitted as an alternate. sx-zw: ASCE 7.x51.1462.2 e - NORTHWEST WALL & CEILING BUREAU • SUSPENSION SYSTEMS FOR ACOUSTICAL LAY.IN CEILINGS NORTHWEST WALL & CEILING BUREAU SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS ._ • • ^ O O: f 1 ,- EXIST 0 O O 0 .�- .... O 0 ■ O O 0 O O O O O F-1 I Il) O O O O O O O O O O O O O O O O O 0 O 0 it, GRID 12' -0" O 0 0 0 O 0 0 jo i O I- - i. - " . LI L LL L. LJ Y L Main Floor Reflected Ceiling plan SCALE: 1 /8" = 1' -0" us en c.erlmg Specrf Ica tton 1 II ITEM Reflected Ceiling Plan General Notes 1. ALL ACT CEILING IS TO MATCH THE EXISTING CEILING HEIGHT AT THE ENTRY OF THE STORE 2 1 SPECIFICATIONS Suspended Ceiling Notes 1. ALL HANGER WIRE SHALL BE 12 GA WIRE AND PLUMB WITHIN 1 " -6 ". 2. ALL HANGERS AND RUNNERS SHALL BE ACCURATELY LEVELED AND BE SPACED WITHIN ACCORDANCE OF MANUFACTURERS SPECIFICATIONS. 3. ALL INTERSECTIONS AND CONNECTION ACCESSORIES THROUGHOUT SHALL BE CAPABLE OF WITHSTANDING DESIGN LOADS REQUIRED BY LOCAL CODES. 4. AT LIGHT FIXTURES PROVIDE 12 GA WIRE ® TWO DIAGONALLY OPPOSED CORNERS. 5. SEE REFLECTED CEILING PLAN FOR LOCATIONS AND DIRECTIONS OF LIGHT FIXTURES. 6. ON TWO ADJACENT SIDES THE GRID SHALL BE ATTACHED TO THE WALL ANGLE ON THE OTHER TWO SIDES . THERE SHALL BE A 1/2" CLEARANCE BETWEEN THE ENDS OF THE GRID AND THE WALL. 7. SPREADER BARS ARE REQUIRED TO PREVENT THE SPREAD OF THE MAIN BEAMS AND /OR CROSS TEES. 8. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. 9. ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD). 10. ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO 1 /360 OF IT'S SPAN. 11. SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH AWAY. MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 LBS. 12. WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADING BARS 13. SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 INCHES OF THE PERIMETER WALL. j Typical figure 2 Lateral force Bracing SOrkfer• �: ^ Lateral Force Bracing (figures 2 and 3) • Ceilings constructed of lath and plaster or gypsum board, screw or nail at- tached to suspended members that support a ceiling on one level extending from wall to wall shall be exempt from the lateral force bracing requirements. �5•wkaf Source: CISCA zones 3..i • Lateral force bracing is the use of vertical struts (compression posts) and splay wires (see figure 2). 12 gaga •for ceiling areas exceeding 1,000 square feet, horizontal restraint of the cell- splayed � ' brace ing to the structural system (lateral force bracing) shall be provided.& rce: ASCE 7 -05 an 6 feet 115 from m c • Lateral Force Bracing shall be 12 feet on center (maximum) and begin no Main beam farther than 6 feet from walls. SPU:cc c �., � u ., u • Seismic splay wires are to be four 12 gage wires attached to the main beam. P Y 9 9 Wires are arrayed 90" from each other and at an angle not exceeding 45" from the plane of the ceiling. Source: CISCA Seisnuc zones 3.4 Lengths for • Seismic splay wires shall be attached to the grid and to the structure in such a manner that they can support a design load of not less than 200 pounds or the actual design load, with a safety factor of 2, whichever is greater (figure Hanger (Suspension) Wires (figures 5a and 5b) figure 5a • Hanger and perimeter wires must be plumb within 1 in 6 unless (figure 5a) counter sloping wires are provided (figure 5b). source: ASTM C 635 Benton 2.1.4 • Hanger wires shall be 12 gage and spaced 4 feet on center or 10 gage spaced 5 feet on center. Source: ASrMC638 • Any connection device at the supporting construction shall be capable of car - tying not less than 100 pounds. Source CISCA zones 3-4 • Powder -driven shot -In anchors (PAFs) are an approved method of attachment ( ) PP for hanger wires. Source: Slate of Otegcn, Budding Codes Denson • Terminal ends of each main beam and cross tee must be supported within 8 inches of each wall with a perimeter wire (see figure 4 & 5 b). s n-. CISCA zones 3-4 • Wires shall not attach to or bend around interfering material or equipment. A figure 5b • Counterslopl trapeze or equivalent device shall be used where obstructions preclude direct suspension. Trapeze suspensions shall be a minimum of back -to -back 114 inch cold -rolled channels for spans exceeding 48 inches. Source: MCA zones 3-4 Electrical fixtures • Light fixtures weighing less than 10 pounds shall have one 12 gage hanger wire connected from the fixture to the structure above. This wire may be slack. Scrm :a: CISCA S�ie :roc zones &4 • light fixtures weighing more than 10 pounds and less than 56 lbs. shall have two 12 gage wires attached at opposing corners of the light fixture to the structure above. These wires may be slack. se;!� : CISCA Seismic zones 3 4. Y • Light Fixtures weighing more than 56 lbs. shall be supported directly from the figure 6. structure above. These wires must be taut Source: c!sen: »ism c zones 3.4 • Pendant mounted fixtures shall be directly supported from the structure above ve ucal h• new using a 9 gage wire or an approved alternate support without using the ceiling "� " " " "°" FIELD TECHNICAL INFORMATION Application recommendations for work et the watt or cello 2 SPECIFICATIONS Panel (location to be determined). Landlord to provide i 1/2" telephone conduit from the building D -Mark to the premises and three (3) telephone junction boxes each pre -wired with two pairs of phone lines typically to the interior of the office and the Cash Wrap counter 1" from dedicated and dirty circuit, 24 1/4" up from floor to enter. See Tenant to provide phone lines - 2 lines in roll over sequence - i single facsimile line - i single data line Jacks to be provided by phone company - 3 -RJ14 Wall jacks - i- RJ31X alarm jack Store front doors: A pair of 3' - 0" x7' -o" doors. (Note:- if rear building doors are not delivery accessible per tenant - store front doors to be 3' - o" x 8' - o ") All new Store Front and Doors shall be provided with, 1/4 Tempered Glass in Doors and i" clear low E Store Front glazing, Tempered in Panel Immediately Adjacent to Doors. Note: glass per shopping center standard. Interior doors: Paint grade solid core. Brushed, stainless, ADA hardware. All new Store Front and Doors shall be provided with, 1/4 Tempered Glass in Doors and 1" clear low E Store Front glazing, Tempered in Panel Immediately Adjacent to Doors. Note: glass per shopping center standard. All window mullions excluding doors to be black. Bottom of store windows need frost (American Standard Window Film -White Frost). Dimensions to be determined by tenant. ADA restroom facilities, Maximum of two (2), which consist of one (1) self contained, power flushing toilet, one sink, hot water, soap dispensers, towel and tissue paper dispensers, one mirror. At tenant's request, Tenant shall have the right to request a credit for one or both of the restrooms. Walls to be covered in FRP- Marlite -P loo White- Pebbled surface Flooring and base to be installed the same as entry tile. Electric to be metered or sub - metered to premises. 200 AMP 3 Phase with 42 breaker panel complete with circuit breakers Duplex 20 AMP Receptacles every 8 -10 feet -18" A.F.F. Dedicated Circuits: Two (2) 20 AMP to be provided to Cash Wrap Counter 24 1/4" A.F.F. to center of outlet (location to be determined) See Drawing for details Separate Junction Box and Circuit Wiring to each Outside Sign of Appropriate Energy Requirement. Each sign requires two (2), three (3) wire circuits with an isolated ground back to the breaker - coordinate with Sign Co. All Exterior Signs to be set on one Electrical Time clock, Tork or Intermatic 24 HR (Time clock to be installed adjacent to the Power Panel) - supply contactor if appropriate. Duplex Outlets in ceiling or on wall above every other window per tenants request. Freestanding Building. - (if applicable) Exterior High Output Quartz Lights (500 Watt+) Sufficient to illuminate exterior adequately. Ceiling lighting is to be 2 x 4 (3) Lamp Static Grid Troffer fixtures using .12518 cell 3 lamp Lithonia parabolic fixture. Osram Sylvania F032T8/8411XP lamps. Sales Floor i fixture per 64 sf, Storage Area 1 fixture per 96 sf. Layout to include night lights. Contactors and Switches for all Ceiling Lights (location to be determined) Each column to receive one outlet. . 3LIs1£g O♦�f Suspension Systems for Acoustical Lay -in Ceilings 1� w Seismic Design Categories D, E & F EVtSED 10/09 g g na,,e, »tut This document has been revised based on current Building Code standards. In all buildings, other than structures classified as essential facilities, suspended ceilings installed in accordance with the prescriptive vlSions of the 401 document are ' deemed to comply with the current building code interpretation. This document provides the IBC -2009 referenced standards for the installation of suspension systems for acoustical la in ceilings. Y= 9 of this document will provide a more uniform standard for installation and inspection. This document is designed to accomplish the intent of the International Building Code (IBC) with regard to the requirements for seismic design category D, E and F for suspended ceilings and related items. Unless supported by engineering, the suspension system shall be installed per these requirements. Manufacturers' recommendations �.., �'� �� '� j �� ��► / General Recommendations • Referenced sources per hierarchy: American Society of Testis tY 9 E 580/0 580M), American Society in sand Interior Systems Construction g y • Partitions that are tied to the height shall be laterally braced dent of the ceiling splay bracing • For further information on bracing NWCB technical document #200 • All main beams are to be Heavy • All cross tees shall be capable ing deflection equal to 1/360 t I maximum 3• ITSmmI ti i i/ "/ l`t �% /�'� % � '�sr` am! -� f . : , �O� \� j ` 2C09 IBC (International Building Materials ASTM C 635, ASTM C ( of Civil Engineers (ASCE 7-05) Association (CISCA). ( ) ceiling and all partitions greater than to thestructure. Bracing shall system. saint.,• ASCE ?..05 seulicn of non -load bearing partitions -501. Duty (HD). Source. ASCE 7-CS RwVon of carrying the design load without of its span. Source CISCA zones 3.4 • These recommendations are forsuspended ceilings Including panel or tile, light fixtures and terminals weighing no more pet square foot. 5eu•cn ASCC: P q 13: e 1 •All wire ties are to be three tight arand itself within three inches. _ .... .. -: Code), 636, ASTM and Ceil- 6 feet in be indepen- 13.5.0.1 refer to 13 5 622 a exceed- intended grid, air the 4 lbs. 7.05 section turns Twelve ,�' / / c� figure 3 Maximum Recommended Vertical Struts / / 'q wim att•anmad •R g Tre M \ \ ````t � "'� \ x. a �MT CCNDUIT r,�r. a•.a »Y„ ski :" up to 5'10' 6b). Source: CISCA zone.3 -4 6 ). • "Powder- driven shot -in- anchors" (PAP'S), when used for seismic application as part of the prescriptive path in Seismic Design Categories D, E and F, shall P P P 9 e9 have an ICC -ES approval for seismic applications and shall require "special pp Pp q p inspection" irrespective wires occupancy category p p type of occu anc cat o the structure is in. PAF anchors for kicker wires (splayed wires installed for purposes other than seismic restraint) are exempt from this requirement. source.: sa :R of o,cgwL Bni icing eode5 D vision • Splay wires are to be within 2 inches of the connection of the vertical strut to suspended ceiling. sc nn: CISCA eis.rn c zone 3 s • Rigid bracing may be used In lieu of splay wires. Sourw: ASCE senior 13.5.e 2.2 c • Ceilings with plenums less than 12 inches to structure are not required to have lateral force bracing. Beanie: Portland Budding Depaflrn nt • Vertical struts must be positively attached to the suspension systems and the structure above. source: CISCA 3 -n • The vertical strut may be EMT conduit, metal studs or a proprietary compres- ' y' EMT conduit '/" EMT conduit up to 7' 8' 1' EMT conduit �ETAL S1 UDS t , + , 4,,rr a[> up to 9' 9' t ,> 't { Single 1s/e" metal stud (20 gauge) up to 12' 0' _ -1113/4. suspension system for direct support. Source: ciscr. sRSn,ic z eo 3 -a Back-to-back 1%' metal stud (20 gauge) up to 15' 0' Structural concrete • Tandem fixtures may utilize common wires. L -- Ceiling trip -- - _.._.... __ _. _..- ._._.. nm • Mechanical Services Ib • Terminals or services weighing 20 lbs. but not more than 56 lbs. must have two 3 u „ra _..__._._-__-.___...- ...._..'� 12 gage wires connecting them to the ceiling system hangers or the structure above. These wires may be slack. Scutco: CISCA Seisrnx ::c zones 3-0 Vxmcxl ban a a • - -__._ -__ __..____._. y • Terminals or services weighing more than 56 lbs. must be independently supported directly from the structure above. These wires must be taut. Seurcn: figure sb u zones 3•n CISCA Sear:''^" Splayed seismic bracing Wire attachment Seismic Separation Joints (figure • For ceiling areas exceeding 2,500 square feet, a seismic separation joint or full �' "^ eN v n, 0 --CM :' Single 2 ty' metal stud (20 gauge) up to 13' 6' Back -to -back 2'/z" metal stud (25 gauge) up to 15' 0' Source: :eta %afipns. oz,lov figure Attached figure Unattached ::, ., om„ NORTHWEST Por and Bulldog Department Plenum areas j'n a1Er 1,F,L, }J v R5r/ require 4a Wall Molding Requirements wu / "n mom•' ` • U ;� / ..- 4b Wall Molding Requirements �•., "' -'� ,lam w" I °: .,; " ' ° ^"^ WALL & CEILING BUREAU • SUSPENSION Sion post (see figure 3). sion engineering Wall Moldings (figures 4a and 4b) • Wall moldings (perimeter closure angles) are required to have a horizontal flange 2 inches wide. One end of the ceiling grid shall be attached to the wall molding, the other end shall have a 3 Inch clearance from the wall and free to Slide. Souris: ASCE 7 U5 section 1 5.5.2.2 U • Where substantiating documentation has been provided to the local urisdic- / 9 P 1 Lion, perimeter clips may be used to satisfy the requirements for the 2 -inch closure angle. source: Slate of Oregon. Building codes Division • • The grid shall be attached at two adjacent walls (pop rivets or approved meth- o Soffits extending to a point at least level with the bottom plane of the grid d)• 9 Po P 9 and Independently supported and laterally braced to the structure above are �4� deemed to be equivalent to walls. seim.•: slate of oration, Building Ced w Divsien �4 Spreader Bars (figure 4b) • Spreader (spacer) bars shall be used to prevent the ends of the main beams and cross tees at perimeter walls from spreading open during a seismic event. Perimeter wires shall not be in lieu of spreader bars. some: coon ddsm o zones 3.4 � • Spreader bars are not required at perimeters where runners are attached directly to closure angles. y • Wire tying is an acceptable alternative to spreader bars. • Spreader bars are not required if a 90 degree intersecting cross or main is -B a • -t within 8 Inches of the perimeter wall. ` • \ • Where substantiating documentation has been provided to the local jurisdiction, °� perimeter clips may be used to satisfy the requirements for spreader bars. �y Source: State of Oregon. Building CPdee Division SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS height wall partition that breaks the ceiling shall be provided unless analyses Structural concrete ___� are performed of the ceilings bracing system, closure angles and penetrations to provide sufficient clearance. Source: ASCE 7.05 section section 135.62.2 d Steal strap 1' wide x 2' long x P 2 minimum gage .The layout and Location of the seismic separation joint shall be per the design- 3 twos er of record and noted on the plans. If a seismic separation joint is required by Sprayed the designer, the designer may use the generic Joint detailed in this document or a proprietary joint. The amount of free movement (gap design) shall be a P P ry 1 (9 sl 9) minimum of 34 inch. soww: sm.:0010room. Dm dtng codas oirisiu n • In lieu of seismic separation joints, the ceiling may be divided into areas less figure than 2500 square feet by the use of partitions or soffits as follows: partitions shall extend a minimum of 6 inches above the level of the plane of the grid and shall be independently braced to the structure above. Soffits shall extend to a point at eP Y Po least level with the bottom plane of the grid and shall be independently supported and laterally braced to the structure above. sources state axon Building Codes ovisir, seismic brac!rg vise 7 E I • Other than partitions and soffits, seismic joints may not be used as part of a fire rated ceiling assembly unless substantiating documentation is provided. Source: State of C e nn Br■Eding Codes Division . Sprinklers J gage Hanger wire spaced 4 foot on can- should be followed where applicable.' C ter(figure 1). sowcR ASTM C ii36 item 2.3.4 • Changes in ceiling planes will require pcsitive bracing. figure 1 Sa+cd: ASCE 7.0513 5.5.2.? f For ceilin s without ri ld brecin i 9 9 g, sprinkler head penetrations shall have a 2 inch ' . oversize ring, sleeve or adapter through the ceiling tile to allow free movement of at :, i a op Flange least 1 inch in all horizontal directions. Flexible head design that can accommodate m ° ' Rt 1 inch free movement shall be permitted as an alternate. sx-zw: ASCE 7.x51.1462.2 e - NORTHWEST WALL & CEILING BUREAU • SUSPENSION SYSTEMS FOR ACOUSTICAL LAY.IN CEILINGS NORTHWEST WALL & CEILING BUREAU SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS us en c.erlmg Specrf Ica tton 1 II ITEM Reflected Ceiling Plan General Notes 1. ALL ACT CEILING IS TO MATCH THE EXISTING CEILING HEIGHT AT THE ENTRY OF THE STORE 2 1 SPECIFICATIONS Suspended Ceiling Notes 1. ALL HANGER WIRE SHALL BE 12 GA WIRE AND PLUMB WITHIN 1 " -6 ". 2. ALL HANGERS AND RUNNERS SHALL BE ACCURATELY LEVELED AND BE SPACED WITHIN ACCORDANCE OF MANUFACTURERS SPECIFICATIONS. 3. ALL INTERSECTIONS AND CONNECTION ACCESSORIES THROUGHOUT SHALL BE CAPABLE OF WITHSTANDING DESIGN LOADS REQUIRED BY LOCAL CODES. 4. AT LIGHT FIXTURES PROVIDE 12 GA WIRE ® TWO DIAGONALLY OPPOSED CORNERS. 5. SEE REFLECTED CEILING PLAN FOR LOCATIONS AND DIRECTIONS OF LIGHT FIXTURES. 6. ON TWO ADJACENT SIDES THE GRID SHALL BE ATTACHED TO THE WALL ANGLE ON THE OTHER TWO SIDES . THERE SHALL BE A 1/2" CLEARANCE BETWEEN THE ENDS OF THE GRID AND THE WALL. 7. SPREADER BARS ARE REQUIRED TO PREVENT THE SPREAD OF THE MAIN BEAMS AND /OR CROSS TEES. 8. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. 9. ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD). 10. ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO 1 /360 OF IT'S SPAN. 11. SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH AWAY. MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 LBS. 12. WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADING BARS 13. SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 INCHES OF THE PERIMETER WALL. j Typical Last Modified 4/9/12 Landlord shall provide Tenant approval. Said plans shall include, locations /pour -back strips, (5) anything to the contrary contained issuance of a Certificate of Occupancy ITEM Carpet Flooring Carpet/Flooring Transition Cove Base Interior Paint Walk off mat at entry doors Ceiling HVAC Sprinkler,extinguisher s and or fire alarm Alarm - (burglar) Construction 1 Mattress Discounters Turnkey Construction Specifications with a set of Landlord's base shell plans and specifications setting for proposed Landlord's work in the premises for Tenant's but not be limited to (1) shell building floor plan, (2) door locations, (2) storefront elevations, (4) proposed restroom electrical service location (6) proposed tenant demising wall location and (7) development site plan. Notwithstanding proposed () P p g () p p g herein, substantial completion of Landlord's work shall include but not be limited to (1) building permits finaled and (2) for the premises as described below. SPECIFICATIONS J +J Invision Problem Solved Modular, Color #1204 Rubber Band carpet tiles- Backing Nexus (order through Patrick Orr at J +J (503) 330-4377) Metal Slueter strip- silver Rubber -Roppe 4" P130- Buckskin Sales floor - Sherwin Williams SW6114 Bagel - eggshell finish- Orange Peel Texture Stock Room - Sherwin Williams- SW6114 Bagel - eggshell finish - Orange Peel Texture Note: All Paint PM 200 Note: If support columns exist they shall be drywall finished, taped and textured. Paint same color scheme as walls. Interior doors and door trim- SW6113- Interactive Cream Window mullions to be painted per tenants request - Sherwin Williams Tri Corn Black -semi gloss At each storefront door an entry mat shall be installed 6' Paired doors receive a 8' wide by 6' deep mat with notched corners 3' doors receive a 5' wide by 4' deep mat with notched corners Specified Fiber Mat - Hercules Nop, `Natural Beige', #C042725 Ceiling height 1o' to 12' throughout. Suspension System, Ceiling Tile: USG 2310 Radar 2x4x5/8 Flat Board, White in a 15/16" HD grid system throughout entire premises Furnish two (2) additional packages of sealed cases of ceiling tile for future use. One (1) ton of HVAC for every 30o square feet of Space equally distributed and balanced throughout, fully ducted (distribution and returns) diffusers and grills "LIGHTSTAT THERMOSTAT" (Model TME-AVU) Gas Heat, Electric A /C. All units 5 ton and greater to be equipped with economizer. If required by code to accommodate Tenants interior space plan. Specifications ITEM by Tenant Telephone Doors Store Front Restrooms Electrical 2 SPECIFICATIONS Panel (location to be determined). Landlord to provide i 1/2" telephone conduit from the building D -Mark to the premises and three (3) telephone junction boxes each pre -wired with two pairs of phone lines typically to the interior of the office and the Cash Wrap counter 1" from dedicated and dirty circuit, 24 1/4" up from floor to enter. See Tenant to provide phone lines - 2 lines in roll over sequence - i single facsimile line - i single data line Jacks to be provided by phone company - 3 -RJ14 Wall jacks - i- RJ31X alarm jack Store front doors: A pair of 3' - 0" x7' -o" doors. (Note:- if rear building doors are not delivery accessible per tenant - store front doors to be 3' - o" x 8' - o ") All new Store Front and Doors shall be provided with, 1/4 Tempered Glass in Doors and i" clear low E Store Front glazing, Tempered in Panel Immediately Adjacent to Doors. Note: glass per shopping center standard. Interior doors: Paint grade solid core. Brushed, stainless, ADA hardware. All new Store Front and Doors shall be provided with, 1/4 Tempered Glass in Doors and 1" clear low E Store Front glazing, Tempered in Panel Immediately Adjacent to Doors. Note: glass per shopping center standard. All window mullions excluding doors to be black. Bottom of store windows need frost (American Standard Window Film -White Frost). Dimensions to be determined by tenant. ADA restroom facilities, Maximum of two (2), which consist of one (1) self contained, power flushing toilet, one sink, hot water, soap dispensers, towel and tissue paper dispensers, one mirror. At tenant's request, Tenant shall have the right to request a credit for one or both of the restrooms. Walls to be covered in FRP- Marlite -P loo White- Pebbled surface Flooring and base to be installed the same as entry tile. Electric to be metered or sub - metered to premises. 200 AMP 3 Phase with 42 breaker panel complete with circuit breakers Duplex 20 AMP Receptacles every 8 -10 feet -18" A.F.F. Dedicated Circuits: Two (2) 20 AMP to be provided to Cash Wrap Counter 24 1/4" A.F.F. to center of outlet (location to be determined) See Drawing for details Separate Junction Box and Circuit Wiring to each Outside Sign of Appropriate Energy Requirement. Each sign requires two (2), three (3) wire circuits with an isolated ground back to the breaker - coordinate with Sign Co. All Exterior Signs to be set on one Electrical Time clock, Tork or Intermatic 24 HR (Time clock to be installed adjacent to the Power Panel) - supply contactor if appropriate. Duplex Outlets in ceiling or on wall above every other window per tenants request. Freestanding Building. - (if applicable) Exterior High Output Quartz Lights (500 Watt+) Sufficient to illuminate exterior adequately. Ceiling lighting is to be 2 x 4 (3) Lamp Static Grid Troffer fixtures using .12518 cell 3 lamp Lithonia parabolic fixture. Osram Sylvania F032T8/8411XP lamps. Sales Floor i fixture per 64 sf, Storage Area 1 fixture per 96 sf. Layout to include night lights. Contactors and Switches for all Ceiling Lights (location to be determined) Each column to receive one outlet. . 1 ITEM Office and Storage Rooms Signage (Exterior) By Tenant Signage (Interior) Neon By Tenant Utilities 3 SPECIFICATIONS Electrical outlets in showroom floor. Quantity and locations to be determined by tenant (no less than eight and no more than 2o). Covers to be HUBBELL WIRING DEVICE- KELLEMS S3925 One dedicated duplex receptacle for Tele- communication and data equipment board location T.B.D Ceiling or wall mounted (TBD) emergency & exit lighting to code so as to accommodate Tenants interior space plan. Exit lighting to be LED Tenant Requires i room approximately io x 20 to be used as office /storage. One wall needs one -way glass window (3' x 4'). Location to be determined by tenant. Window frame to be consistent with existing store door frames. Flooring to be VCT. Armstrong- Imperial texture 51905 Hazelnut 12 "X 12" Base to match showroom floor. Maximum size and number of signs allowable by Zoning Co. Requirements: Channel Letters to be Secured Flush to Building where Appropriate All Signs are to meet U.L. Requirements Stearns & Foster, Sealy, Simmons All utilities to be separately metered and meters installed and set b 1 1 7 3 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 3 2012 • City of Tukwila BUILDING DIVISION CITY OF Tt JUL 1 i PERMIT C IKWILA 2012 ENTER 4198 REGISTERED ARCHITECT GARY M. BERNARDO STATE OF WASHINGTON Revision Date: WWW.BERNARDOWILLS.COM N N N c• r 1 r r 0 0 Permit Set L) • • 1..... W c fC5 c o c • •1 C "r:a3 V V • V • �"� 4- Q SPOKANE WASHINGTON 99201 a) E 0 E Cl. stu ARCHITECT 301 Tukwila Pkwy Tukwila, WA 98188 Project No: 12 -227 Drawn by: BJW Date: July 13, 2012 Ab • 1 OF: SHEETS