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Permit D10-130 - KID N PLAY - CEILING AND WALLS
KJD N PLAY 406 BAKER BL SUITE 160 D10 -130 City of Tukwila DepartmenizoiCommunity Development 6300 Sort Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D10 -130 Occupant /Tenant: KID N PLAY Building Address: 406 BAKER BL, SUITE NO. 106 Parcel No.: 0223100037 Property Owner: VILLAGE PARTNERS SOUTHCENTE 1420 5TH AVE #2200 , SEATTLE WA 98101 Use: DAY CARE Occupancy Group /Division: E Type of Construction: VA Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 35 C1/j,; BUILDING OFFICIAL DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES City Tukwila Department of Community Developfnent 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Parcel No.: 0223100037 Address: 406 BAKER BL TUKW Suite No: DEVELOPMENT PERMIT Permit Number: D10 -130 Issue Date: 07/12/2010 Permit Expires On: 01/08/2011 Tenant: Name: KID N PLAY Address: 406 BAKER BL, STE 160 , TUKWILA WA Owner: Name: VILLAGE PARTNERS SOUTHCENTE Address: 1420 5TH AVE #2200 , SEATTLE WA 98101 Phone: Contact Person: Name: MARK MCDONALD Address: 2756 NE 45 ST , SEATTLE WA 98105 Phone: 206 391 -2345 Contractor: Name: OWNER AFFIDAVIT - MARK MCDONALD Address: Phone: Contractor License No: Expiration Date: DESCRIPTION OF WORK: TENANT IMPROVEMENT: CEILING AND RESTROOM WALLS Value of Construction: $8,000.00 Fees Collected: $642.09 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: VA Occupancy per IBC: 0018 * *continued on next page ** doc: IBC -7/07 D10 -130 Printed: 07 -12 -2010 City ofTukwila 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.ci.tukwila.wa.us Permit Number: D10 -130 Issue Date: 07/12/2010 Permit Expires On: 01/08/2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: 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: Date: -7-1 � �0 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 • ermit does not presume to • ive authority to violate or cancel the provisions of any other state or local laws regulating constru and obtain this development permit. Signature: Date: Print Name: ,411-7( c'U 0/ V () 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. doc: IBC -7/07 D10 -130 Printed: 07 -12 -2010 ao • 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.ci.tukwila.wa.us Parcel No.: 0223100037 Address: 406 BAKER BL TUKW Suite No: Tenant: KID N PLAY PERMIT CONDITIONS Permit Number: D10 -130 Status: ISSUED Applied Date: 05/17 /2010 Issue Date: 07/12/2010 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. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: 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. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: 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. doc: Cond -10/06 D10 -130 Printed: 07 -12 -2010 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.ci.tukwila.wa.us 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: 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) 18: 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) 19: 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) 20: 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) 21: 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) 22: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 23: 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) 24: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IFC 1008.1.9) 25: 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) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: 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) 28: 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 doc: Cond -10/06 D10 -130 Printed: 07 -12 -2010 0 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.ci.tukwila.wa.us less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 29: 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) 30: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 31: 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) 32: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of art approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 33: 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) 34: 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) 35: 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 the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 36: 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 #2051. 37: 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 #2051) 38: 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 #2051) (1FC 104.2) 39: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 40: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 41: 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. 42: In occupancies of Groups A, E, I and R -1 and dormitories in Group R -2, curtains, draperies, hangings and other doc: Cond -10/06 D10 -130 Printed: 07 -12 -2010 • ,�J'��" ►�A' wqs City of Tukwila 2 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http://wwwci.tukwila.wa.us decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 805.1, 805.2) 43: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 44: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 45: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 46: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 47: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D10 -130 Printed: 07 -12 -2010 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.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating construction or the pe • •• - ce of work. Sign - e: Print Name: ' (2 zv(G Date: i doc: Cond -10/06 D10 -130 Printed: 07 -12 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 lattp:;ii ii'u.ci.tuktvila.wa.us Building Permit No. ;� `- V) t) Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) 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: 42 fW' �''r .i~" ` '` � �". -- 'v`'�% King Co Assessor's Tax No.: ; :2' -2^ ,:a i 7: Suite Number: k C:)fp Floor: New Tenant: .r....Yes ❑ ..No Tenant Name: Property Owners Name: M '' f2-K- MC' Mailing Address: '.2:7 NI 4 Ott Su vt-E, (t 4 S�< 1 City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: VIA—F-4- G � Mailing Address: -2-15 Day Telephone: -24:76 ' — City State Zip E -Mail Address: f� 12+4-- - ' N W C'(-'' t U S ' : Fax Number: GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: city Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: State Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: d5 J C4` -° Mailing Address: " t" " C --?arL (F.. w I /r-1 W :' f F JA y- City State Zip Contact Person: r- Day Telephone: -2,40.6 E -Mail Address: 7170P Eli 7 M Fax Number: 9 ."?.;4 7 — - - 6 tJ 11I ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: HA\Applications \Forms - Applications On Line\2009 Applications \I -2009 - Permit Application doc Revised: 1 -2009 bh City Day Telephone: Fax Number: Page 1 of 6 State Zip 0 BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ '.eaI(,': Existing Building Valuation: $ Scope of Work (please provid detailed information): /14-7' -- Gtia Will there be new rack storage? ❑ Yes pcNo 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 Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ApplicationslFomu- Applications On Line\2009 Applications \1 -2009 - Pennil Application.doc Revised 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1'i Floor 2 *r 2%745 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 Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ApplicationslFomu- Applications On Line\2009 Applications \1 -2009 - Pennil Application.doc Revised 1 -2009 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application 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. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Si Date: cam. i3 °°ice+ Print Name: A/ C'.13):::)1\1 At 40 c Day Telephone: —._� / �) Mailing Address: 2� S� N e ` � " J�' S ' , J / 9-91 OS City State Zip Date Application Accepted: (-1 I� �� Date Application Expires: t l I [1 1 0 Staff Initials: , /� H :1Applications\Fonns- Applications On Line12009 Applicancns11 -2009 - Permit Applicatioo.doc Revised: 1 -2009 hh Page 6 of 6 • 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.ci.tukwila.wa.us RECEIPT Parcel No.: 0223100037 Permit Number: D10 -130 Address: 406 BAKER BL TUKW Status: APPROVED Suite No: Applied Date: 05/17/2010 Applicant: KID N PLAY Issue Date: Receipt No.: R10 -01285 Initials: User ID: Payee: WER 1655 Payment Amount: $485.70 Payment Date: 07/12/2010 02:15 PM Balance: $0.00 MARK MCDONALD TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 01549B ACCOUNT ITEM LIST: Description 485.70 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 481.20 640.237.114 4.50 Total: $485.70 AYtv k RE El E doc: Receiot -06 Printed: 07 -12 -2010 Ci, 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. ci. tukwila. wa. us SET RECEIPT RECEIPT NO: R10 -00848 Initials: JEM Payment Date: 05/17/2010 User ID: 1165 Total Payment: 362.44 Payee: MARK S MCDONALD SET ID: 0517 SET NAME: BAKER BLVD SET TRANSACTIONS: Set Member Amount D10 -129 D10 -130 TOTAL: 206.05 156.39 206.05 TRANSACTION LIST: Type Method Description Amount Payment Credit C VISA 362.44 TOTAL: 362.44 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 TOTAL: 362.44 362.44 PAYMENT RECEIVED INSPECTION RECORD Retain a copy with permit 6(°"- - fj INSPECT! N NO. PERMIT NO. '1'w- CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3E70 Permit Inspection Request Line (206) 431 -2451 Pro'ec ; Pt Type f Inspection: 4 nn //,, Date Calle FrAA. rt Special Instruction's: 044 U 4 v — Car Date Wanted: �.-- i 0" "" i('t� P.m. a Requester: Plone No: . .04. -234S Approved per applicable codes. 'COMMENTS: Corrections' required prior torapproval. spector: Date` 0 F REINSPECTION FEE REQUIRED. `prior to next inspection; fee must be paid at 6300 Southcenter lvd:. Suite 100. Call to schedule reinspection. ms's- "ailreaa.y�.•: x4,: . :.Y,.':;'''- -•�" -- atat; • - . a • .. INSBECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 4315670 Permit Inspection Request Line (206) 431 -2451 Pro ct: Type of Ins•ectio _ ____ _. Ad re s: Date a e : So, Specia Instructions: CA g' Lo 2 — MArK ( Date Wanted: . r ! Requester: " - Alone No: / .A -39 (- 7 .".5 • proved per applicable codes. Corrections required prior to approval. . . COMMENTS: 1 RE FICTION FEE REQUIRED: Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. d r) - ? f op`iSw int.. T. 2r� 161.1021: G" A. as sa: ":7y -. JT �r�,�w Tr •-•• • • t• INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 =2451 310 -133 Pro ec :* II Al Pig Type of Inspectio SU ■ S .0 r :J Address: I -o ( P Date al�dd- Speci I Inst uctions: . Date Wanted: 9 a.m. "2-05--/0 , Requester: Phone No: 9..10 Ca ' 5 r -2345 ElApproved per applicable codes. orrections required prior to approval. Z COMMENTS: • '1 -1- N:6) f fri,CA C.,e N ,A.1-1 4- a " o I. (4 kip Ao -11,,,,,`ir tA e 11 e94, "; r ; A `rte V .R . ( -11. -, A4 E A... . e S J 2 .` .. _C P ,`»' L i° u t AL,,d7r7 .P...j' d .- r e Lt ic, A i) ; !A .t A. 4,- I a / . 1 - _ C cb AJfP A `7"--o r I �... ,A . „ _r j. ,' ` r -- ir\ eh,u'`kr —T„ efts AY a J3 4 4 2 iLl Insatector: Date: r-TREINSPECTIONTEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. - *aeaao�a•� :. -e; '.sngcr- ww + -- �a.�s -, • ..s• - -- • .. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. Dim —t31 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proj, f �. �f N l Type ofInspection:s ` Address: .. f c' .fi r Date .Called „ fk° .+ • .- . Special Instructions: Date Wanted: 49 I . m. Requester: Phone No: -7.= 3 I r --23 Approved per applicable codes. Corrections required prior to approval: ,p COMMENTS: Nitre,; elk V 07, Nit& t. to (... - e t..�.' kq r J. ' .. t t t --- 4r loica FI'Att_P n nspecyor: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule re.inspection. INSPECTION RECORD Retain a copy with permit INSPECTI N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0/0 -(3a Project: , � }j', P1 i Type of Inspection: r sJJ, C &*(,4 6 Address: .- Date Called: Special Instructions: ` Date Wanted: <5.- -1 ` �t� ��a�m P.m. Requester: Phone (0 _ 3 1. 23 Eli Approved per applicable codes. , Corrections required prior to approval. COMMENTS: Insp� tor: J Date: (1 /r) El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit INSP CTION NO. PEp1IT NO. CITY OF TUKWILA BUILDING DIVISION VP- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 D ' a -13 Project:, A t P ( ' V Type of-Inspection: n: , A / Called: JA c� Address: Date r� gAr-S ei_, .e J Special Instructions: Date Wanted: i , IQ a.m p.m. Requester: Phone Nob -3q1 _23 -1s Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,D a 1.--6 0 AT er---, J Aio, ,, -X., Ape c rO ,.PSTai r� gAr-S ei_, .e J i xe pi doe _.__ A I Inspegtor: Date: / 1 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit c /ud '130 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: I p Type of Inspection: r Address0: (0 eA- ) Date Called: i Specillal Instructions: Q COw if Date Wanted: 17 .' (0 v p.m. Requester: Phnet3°/ —3f ..... 23.1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ) f4) k-- Ojr Inspec l Date — (1 •-(3 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: CAI INSPECTION NO. 2: ' >C d77' = 2o17-t`Z�4 =-2 303 INSPECTION RECORD Retain a copy with permit Div— 133 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje t' • 'moo A/ P( Type of In pection: 1-1610.4-k(46, Dat tieyl:_ �. S�15 worik Address: 4 CO 3 _ V y� /.r Special Instruc 'ons: n jgi ? (LA et-1_8 . Q' (Al K j1%0 6p�c Date Wanted: •a.m —% - -7---1- - j 0 p.m. Requester: Phone Co ,31I -2345 Approved per applicable codes. Corrections required prior to approval. COMM ENTS E- A ') J Me . iiii tf 4 perm; /rid ) ?f .' a -r--a r-,r ), .. -e--01-1( 1 eelt. `c. c... -0.--� g�LA G. .h a r. Iv, _g-io 0 cjj-i ( ,r, /N n IL-t.g4.4 ,, AI (tjL,t tA)u/ fC A te-a, 1A 1 be 0A _zit rp e-e_):U 1 IcA --icd 4 i11 ,- SPA.' 4c -f-u- w vim/ i re.SN6 d (kJ - NJ 6i— – A,n ; C 1-{- 1AJ e :.S ttcq.: / - ,S f ; U(�n (�s..s + &A A 2s Ut � ,S ��� 7l.an S chi..' t o(4 f � e/' L 7,>2_ 9 (LS . Jl0 . 1 -/ *2eitai4.gyp boor � c?,( 61(_ / ctor: • �- ri $60.00 REINSPECTION FEE RE�QUIR'ED. Prior to inspection, fee must he paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 e4,0 0/(_) -/3 6 Project: fC /) ^/ - '3 L R- y - Type of Inspection: f= i' / ev 0 ,f ',/ i �1 6 /7 F4 0 — 3 / S 7%.3 r (:). Address: -gD 6 f /}/zf/2 Date Called: rys o - F / - "% girl/if 77",,,,,--/ ,--/ ,:/ Special Instructions: (14.1/ - e--1*.A cr © 5//738- a/ Date Wanted: 7-- /3 -/0 p.m. Requester: Phone No: a o 6 -3S/ -2595- Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,f ',/ i �1 6 /7 F4 0 — 3 / S 7%.3 r (:). 13 /7/1 -9 .&-4,y )3"-- rbi -1.4 AJ '((�C • rys o - F / - "% girl/if 77",,,,,--/ ,--/ ,:/ ,06,06.7 ...1 i t_ Date: - /3 -'0 .00 REINSPECTION F)E REQl1IRED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite.100. Call to schedule reinspection. Re ipt No.: 'Date: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188. _ 206 - 575-4407 Project: 1(d Type of Inspection: , r..41A- Address: Li 04, Suite #: /450 130,tite Contact Person: MAO t< kV 6P-Iet l Spedal Instrucctions: Monitor: Phone No.: V-06— 3i -a3V5 EA-Approved per applicable codes. I 1 Corrections required prior to approval. COMMENTS: Needs Shift Inspection: A) Sprinklers: ¢i . Are Alarm: Hood & Duct: Monitor: • - -- Pre -Fire: Per its: -'— Occupancy Type: E Inspector. A• c" -- Date: 04/ ID . 'Hrs.: I $80.00 REINSPECTION FEE REQUIRE p. You will receive an invoice from the City of Tukwila Finance Department. Call to chedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 iE 4.1"44t. .5.100.40 4.0.64a" -' 'A • E: .. '4:kM.:a I 'u ..,e 4caa5'.+:�+.'c: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 4)/0 - / PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project:; a N l7tig) y Type of Inspection: C'a, ;tki Address: 1406 Suite #: 11,6 p (5A•Ke a.. Contact Person: Special Instructions: Phone No.: Approved per applicable codes. EllCorrections required prior to approval. COMMENTS: Needs Shift Inspection: Date: /J0 Sprinklers: Fire Alarm : Hood & Duct: Monitor: Pre- Fire: Permits: • Occupbncy Type: Inspector: Date: /J0 Hrs.: / n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. • Word /Inspection Record Form:Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit - /6Q PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa: 98188 206 - 575 -4407 Project: H t � /V ? ( � Sprinklers: Type of Inspection: , Address: ©(, 12, Suite #: / too „ -- g 1 Contact Person: f1(< . f Special Instructions: —1--P 5t,(..1 . N. „ Phone No.: nApproved per applicable codes. nCorrections required prior to approval. . COMMENTS: Sprinklers: -INNeeds Fire Alarm: * Iu e. 42-.) er -e. - •S1. c r4.:._ C o.,.... 601,.n r. o) 4. c3ry - S t 4 ft c o 2 —t-7, —1--P 5t,(..1 . Permits:. Occupancy Type: 3 Shift Inspection: Sprinklers: -INNeeds Fire Alarm: Hood & Duct: Monitor: 4 .0- Pre -Fire: Permits:. Occupancy Type: Inspector: • Date: ?//;0:6 Hrs.: j n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a r..e,spection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 '.'.411:rbr '..._.30oa.F:X45±�k37�+. ✓':. mYn+. r'. �ti:* �ti4C 'V, ".;:.rM"a#k'«'F?W:L"i:.1Y ti?3+x�ti:4:sY r,Ew!5�:'JJ', ....v,�}33F� -:max eT cSt INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /d- 5 - /c.3 0r.0-/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: IA„ • Type of Inspection: '5/22"."ii h. /...,,- 1,-yidt, N Address: 4496 & k...•,. Suite #: /0 0 S ✓ Contact Person: eitAtrt fri;acit .I /C;rrCZ:rr7e'.a<. /- -1,ic:T Special Instructions: Hood & Duct: Phone No.: 2s"�- 833 /2 ye . BA:Approved per applicable codes. Corrections required prior to approval. COMMENTS: YtJ Seek V Adm/L _ IMO 1 Needs Shift Inspection: IA„ • F,AA5-r. . Sprinklers: Fire •Alarm: Hood & Duct: Monitor: b • Pre -Fire: Permits: Occupancy Type: Inspector: V-, IA„ • F,AA5-r. . Date: q J bo Hrs.: . C n $80.00 REINSFECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinfrpection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 * ?o'deePfeet...••,., •••.- ‘1/41., • 11, INSPECTION NUMBER •.. INSPECTION RECORD Retain a-copy with permit . • a• • PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila Wa. 98188 206-575-4407 Project: 14 ick 1,\ c)t,ai Type of Inspection: IA ci irt A t. \ Address: q4, 6 ga...,- gb/4 t.Suite #: At,,,„ Contact Person: Accra" Ail I ow_ _hye #i,,,,„ c Special Instructions: Phone No.: S3 - k33-12,4 I Approved per applicable codes. WCorrections required prior to approval. COMMENTS: Sprinklers: 1:7 A. . F'll,e. Na 4- oit_ Fire Alarm: Hood & Duct: 4( cow totek Monitor: . rfib Pre Te5." Permits: Occupancy Type: 4v Fr.,...1) Eot. . * igifille pull _115_,,t,..- pe,,, p ia 615 . . .. •• 206 rrool,Lop.. Li. Ah-ft_LN 5,..., le C P6te-g. . 110Y7- . . . • ,t/QA ---2-5-3- 1?•3- 1.7 4)/ ......... Needs Shift Inspection: Sprinklers: 1 Date: q1.3110 Fire Alarm: Hood & Duct: ' Monitor: . Pre-Fire: Permits: Occupancy Type: Inspector: 7 1 Date: q1.3110 Hrs.: AD 14r $80.00 REIISPECTION FEE REQUIRED. You will receive an invoice from t e ity of Tukwila Finance Department. Call to schedule a reiraspection. Word/Inspection Record Forrn.Doc T.F.D. Form F.P. 113 EL • ME INSPECTION NUMBER NSPECTION RECORD Retain a copy with permit P- 6 /SS rvo - PERMIT NUMBERS CITY OF tUKWILA FIRE BEPARTMENT - 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: i Ij rpii4,47 Hrs.: i . Fire Alarm: Type of Inspection: SP Ce,ve4, - Address: q 06, ..tArlexlr Suite #: Abe Monitor: IS { Contact Person: Special Instructions: i Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: -hp Coo-el- Needs Shift Inspection: Sprinklers: Hrs.: i . Fire Alarm: Hood & Duct: • Monitor: Pre -Fire: Permits: Occupancy Type: F-1 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 a� • r Date: ei'c -it Hrs.: i . Inspector: /, _ _ F-1 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 a� • r 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Surnniary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address 406 Baker Blvd. Date 5/28/2010 Suite 106 For Building Department Use •` PZLE COpy * 3 - Fill out this line on PRJ -SUM Applicant Name: Mark McDonald Applicant Address: 2756 NE 45th , Seattle, WA 96105 P Applicant Phone: 206 391 -2345 r. Mr 1 a 2198.4 Project Description ❑ New Building ❑ Addition ✓ Alteration ❑ Plans Included requirements. Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor /room no.) Occupancy Description Allowed Watts per ft2" Area in ft2 Allowed x Area Play Area 2x4 Recessed Floureacent Play Area 1.20 1832.0 2198.4 Lobby REVIEWED FOR Lobby and Quite Area 1.20 272.0 326.4 Bathroom CODE CO®MP1i NC Bathroom Office Kitchen 1.20 102.0 122.4 '" From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 2647.2 Proposed Lighting Wattage Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Play Area 2x4 Recessed Floureacent 20 85.0 1700.0 Lobby 2x4 Recessed Flourescent REVIEWED FOR 2 85.0 170.0 Bathroom, Office 6" CFL Recessed Downlight CODE CO®MP1i NC F 6 j- 26.0 156.0 V6�.A'Dotl APPROVED JUL 06 2010 City of Tukwila BUILDING D9VISIOW Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 2026.0 Notes: 1. For proposed Fixture Description, indicate fixture type, Tamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, Tamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. RECEIVED CITY OF TUKWILA MAY 282010 PERMIT CENTER INCOMPLETE LTR# �pl 0 - 130 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Prescriptive Spaces Occupancy: Q Warehouses, storage areas or aircraft storage hangers Q Other Qualification Checklist Chklist answer r is checked, type is u "Other' of and fixture in answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) ❑ Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector ) P ) or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elect tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. TABLE 15 -1 Unit Lighting Power Allowance (LPA Use' LPA` (W /sf) Use' LPA` (W!sf) Automotive facility 0.9 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches) 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations° 1.0 Cafeterias, fast food establishments', restaurants/barss 1.3 Post office 1.1 Dormitory 1.0 Retail", retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia'', assembly spaces° 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel/motel 1.0 Warehouses ', storage areas 0.5 Hotel banquet/conference/exhibition hall'` 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices Tess than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft2 may be used. 8) Reserved. 9) For indoor sport toumament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free- standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft2 of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. QUANTUM C O N S U L T I N G ENGINEERS June 28, 2010 STRUCTURAL CALCULATIONS (Permit Submittal) KID N PLAY Baker Boulevard Retail Center 406 Baker Blvd Tukwila, WA Quantum Job Number: 10112.01 Prepared for: OBJECT + SPACE LTD 3445 California Ave SW Studio 2 Seattle, WA 98116 Prepared by: QUANTUM CONSULTING ENGINEERS 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 CORRECTION LTR# REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 8 2010 City of Tukwila BUILDING DIVISION RECEIVED JUL 01 2010 PERMIT CENTER ZLL' gornspi pu4-1C Oki-6-214E ►- I32'. 2-k le Ptkir ,435 -Cup & s /bc- Pcsr Se-Lb �x Po,s-r PA Wu5 hz �1s) Pcsr Pt& Py l A e4 ,yoa 8pvxy =6 T IM,,u I krfl s)41Snub sw46- �u- �eA�'E i CI.IJV Shelocon (j :xF9 p c x tial 'H ?+ ht' ,\ I I Secfian (,sSK -17 QUANTUM 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com CONSULTING ENGINEERS br,- u -PLA-Y project G KLVI) /VW e-4-p t 174'1_ client &N1b/o / // /Z ,,o/ date project no. designer sheet checked by ( JSn v 4-ao-F 5 11 - T h i s l 6 - A n r / A r G - �vt�t 80uuu6- ( rr .7b TS xLi.m.s7bi got e 2 -.671 eY7pJ • 24-Lo 1n/bbl. SAM ®l(orp,c,, PPNIDE" AR t&&X u& qpu134-L Ly VEtzr( cALLY C z ) s7 Co Ps * k r - z , A m 7 (o�ir o4u L S1130) to ThP Pt. iUd ®(s "o.c,rep e-0 t-) G SN�J4 fialG r2AmtliLL6- Pbt elaume- P( A Llts 1441,16-ex- 2:44_ LL- 6t-DL 11 (2) g_514)5- zs. 643,12..._C.1t,__r0,4., /Mn, S.71 L Z BO77v»2 Pt w' 5754'0.S'?2roJ usOC o,c. i — CX c�n�tG Cvuc sc "3 FL I I - H ei ht Wa l 1 6, cii" rS QUANTUM 1 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com CONSULTING ENGINEERS rr project SA - BLVb W &4Pj 712 client WZ3/2.b10 bll2.0 I date project no. designer sheet checked by 10d 9 ate,c,, "T V NEW 3/4" PLYWOOD ON2X8 @16 "OC JOIST LID i.Lis M4■60( qiiith STLou4 -6ozrr d'o,[, &)2 ow Iv (aid iin �Z~ ty-F et, cif sphtQ 7 +9' -0" 5/8" GWB NEW WALL 2X6" WD STUDS @ 16" OC W/ 5/8" GWB EA. 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L./tb-) r e: yu A5-• L./1/51.0)46) (coin) (/../iii) t LL- ? /m t )zH Low = 5-- Gs-F, rv, 1/,/S,„ 2,e- 5 a ao'oc, 2, o1L AY-14-c_ t..6 )14,'S - o t-)35. l au -Bc er,��i U4�j�2�4 L L15 = 5 %5F Mkt a2_ P2[3s1 - 2y-(o Q /(o `o,c, o�c 2) N01) ,130,1 xII ice, (hr); (, r J / =!s! a" LAVA_ U946 5- GAF / 14%44-c_umb = 62Ro7M7 Pr) = • 92 PtF pir): Ivo Pc,F 2x0 1(9 o.c.,o% t:7763 `4 --77>P 60T723-1 - ((irY 1 rgo774M, (ASE 9i3 v S/M/&04 S t& (01-73 73 ®6 -0'a -c , 77�T, USA- 0Z) 9tCc.,PS (oxit etto SidL` e/ QUANTUM 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com CONSULTING ENGINEERS ,orb -U —PLAN/ project MA cA-nl7 client %%23 /zzIo /0/124) date project no. designer sheet checked by by Weyerhaeuser TJ -Beam® 6.35 Serial Number. User. 2 6/24/2010 9:47:42 AM Page 1 Engine Version: 6.35.0 Kitchen Header 2 Pcs of 1 1/2" x 7 1/4" 1.3E Solid Sawn Hem -Fir #2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0M2 Roof Slope0M2 El All dimensions are horizontal. d. T Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 3' 6" Primary Load Group - Roof (psf): 40.0 Live at 125 % duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 3.50" 1.50" 508 /169/0 / 676 By Others None 2 Stud wall 3.50" 1.50" 508 / 169 / 0 / 676 By Others None -See iLevel® Specifier's/Builder's Guide for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 645 -509 2719 Passed (19 %) Rt. end Span 1 under Roof loading Moment (Ft -Lbs) 1115 1115 2792 Passed (40 %) MID Span 1 under Roof loading Live Load Defl (in) 0.058 0.231 Passed (U999 +) MID Span 1 under Roof loading Total Load Defl (in) 0.078 0.313 Passed (L/999 +) MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL:L/360,TL:L/240). Additional checks follow. - TL:0.313" - Bracing(Lu): All compression edges (top and bottom) must be braced at 7' 3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. - Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. - Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. - Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note: See iLevel® Specifier's /Builder's Guide for multiple ply connection. PROJECT INFORMATION: Kid -N -Play - Baker Blvd Copyright ® 2009 by SLevel ®, Federal Way, WA. C: \Projects on Augustus \Kid -n -Play \Kitchen Header.sms OPERATOR INFORMATION: Erika Hansen Quantum Consulting Engineers 1511 Third Ave, Suite 323 Seattle, WA 98101 Phone : (206) 957 -3914 ehansen ©quantumce.com 2_ by Weyerhaeuser, TJ- Beam 6.35 Serial Number. User. 2 6/24/2010 9:47:42 AM Page 2 Engine Version: 6.35.0 Kitchen Header 2 Pcs of 1 1/2" x 7 1/4" 1.3E Solid Sawn Hem -Fir #2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 6' 11.00" Max. Vertical Reaction Total (lbs) 676 676 Max. Vertical Reaction Live (lbs) 508 508 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 87 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 127 -127 Max Shear at Support (lbs) 161 -161 Member Reaction (lbs) 161 161 Support Reaction (lbs) 169 169 Moment (Ft -Lbs) 278 Loading on all spans, LDF = 1.25 , 1.0 Dead + 1.0 Floor + 1.0 Roof Shear at Support (lbs) 509 -509 Max Shear at Support (lbs) 645 -645 Member Reaction (lbs) 645 645 Support Reaction (lbs) 676 676 Moment (Ft -Lbs) 1115 Live Deflection (in) 0.058 Total Deflection (in) 0.078 PROJECT INFORMATION: Kid -N -Play - Baker Blvd Copyright C 2009 by iLevel ®, Federal Way, WA. C: \Projects on Augustus \Kid- n -PIay \Kitchen Header. sms OPERATOR INFORMATION: Erika Hansen Quantum Consulting Engineers 1511 Third Ave, Suite 323 Seattle, WA 98101 Phone: (206) 957 -3914 ehansen @quantumce.com 3 by Weyerhaeuser. TJ -Beam® 35 Serial l Number. User. 2 6/24/2010 9:47:15 AM Page 1 Engine Version: 6.35.0 Joists 1 1/2" x 7 1/4" 1.3E Solid Sawn Hem -Fir #2 @ 16" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0112 Roof Slope0112 1 All dimensions are horizontal. LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psf): 40.0 Live at 125 % duration, 12.0 Dead SUPPORTS: Product Diagram is ConceptuaL Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Vertical ledger on frame wall 3.50" Hanger 187 / 56 / 0 / 243 Custom Detail Custom Accessory 2 Vertical ledger on frame wall 3.50" Hanger 187 / 56 / 0 / 243 Custom Detail Custom Accessory -User specified custom detail for support 1, 2. DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 222 -181 1359 Passed (13%) Rt. end Span 1 under Roof loading Vertical Reaction (Ibs) 222 222 222 Passed (100 %) Bearing 2 under Roof loading Moment (Ft -Lbs) 357 357 1606 Passed (22 %) MID Span 1 under Roof loading Live Load Defl (in) 0.033 0.214 Passed (L/999 +) MID Span 1 under Roof loading Total Load Defl (in) 0.043 0.321 Passed (L/999 +) MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL:U360,TL:U240). - Allowable moment was increased for repetitive member usage. - Bracing(Lu): All compression edges (top and bottom) must be braced at 7' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. - Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel ®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. - Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: Kid -N -Play - Baker Blvd Copyright ® 2009 by iLevel®, Federal Way, WA. C: \Projects on Augustus \Kid -n- Play \Joists.sma OPERATOR INFORMATION: Erika Hansen Quantum Consulting Engineers 1511 Third Ave, Suite 323 Seattle, WA 98101 Phone : (206) 957-3914 ehansen @quantumce.com 9 TJ -Beams 6.35 Serial Number. User. 2 6/24/2010 9:47:15 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Paget Engine Version: 6.35.0 FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group Joists 1 1/2" x 7 1/4" 1.3E Solid Sawn Hem -Fir #2 @ 16" o/c 6' 5.00" ^ Max. Vertical Reaction Total (lbs) 243 243 Max. Vertical Reaction Live (lbs) 187 187 Selected Bearing Length (in) 1.50(W) 1.50(W) Max. Unbraced Length (in) 84 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 42 -42 Max Shear at Support (lbs) 51 -51 Member Reaction (lbs) 51 51 Support Reaction (lbs) 56 56 Moment (Ft -Lbs) 82 Loading on all spans, LDF = 1.25 , 1.0 Dead + 1.0 Floor + 1.0 Roof Shear at Support (lbs) 181 -181 Max Shear at Support (lbs) 222 -222 Member Reaction (lbs) 222 222 Support Reaction (lbs) 243 243 Moment (Ft -Lbs) 357 Live Deflection (in) 0.033 Total Deflection (in) 0.043 PROJECT INFORMATION: Kid-N -Play - Baker Blvd Copyright m 2009 by iLeve10, Federal Way, WA. C: \Projects on Augustus \Kid -n- Play \Joists. sms OPERATOR INFORMATION: Erika Hansen Quantum Consulting Engineers 1511 Third Ave, Suite 323 Seattle, WA 98101 Phone : (206) 957-3914 ehansen ©quantumce.com S QUANTUM 1511 Third Avenue, Suite 323 Seattle, WA 98101 Project Baker Blvd TI - Kid -N -Play CONSULTING ENGINEERS T. 206.957.3900 F. 206.957.3901 Job # /O / /z,0/ Page of Client Nu) £y;l,/ By ELH Date 06/24/10 Subject Interior Walls Checked Date Wood Stud Wall Design Per IBC 2006 & NDS 2005 Structure: Interior Non - Bearing Walls' Wall Line: Existing Wall Wall Configuration Wall Height (ft): 15.00 wall height is from top of floor below to top of of double top plate above Stud Size: 2x6 Bot. Plate Size: I 2x 21 Bot. Plate Species & Grade: Wall Finish Type: Flexible j Deflection Limit: Does Wall Qualify for Bending Stress Increase per IBC 2306.2.1: Stud Spacing (in): Wall Loading Axial Load Dead (plf): Live (plf): Snow (plf): Stud Properties b (in): d (in): A (in2): S (in3): I (in4): 1.5 5.5 8.3 7.6 20.8 Bot. Plate Properties b (in): Fci (psi): Cb: 16 J HF #2 L/120 I No Lateral (Out -of- Plane) Uniform Pressure Load Wind (psf): 5 Seismic (psf): -0 Strength Level E (psi): 1300000 per NDS Table 4A E' (psi): 1300000 = E *CM *Ct Emirs (psi): 470000 per NDS Table 4A Emin (Psi): 470000 = Emin*CM*Ct 1.5 405 per NDS Table 4A 1.25 per NDS 3.10.4 Fc (psi): CF: CP- Stud Species & Grade: I HF #2 = 1.5 in per IBC 1604.3.1 Wall Axial Load Eccentricity n (in): 1.50 e (in): 1.25 F'�� (psi): 506 = FC"CM*Ct*Cb Pall (lb): 4177 = F'c*A Worksheet: (E) Stud Wall File: C: \Projects on Augustus \Kid -n- Play \QCE IBC 2006 Wood Stud Wall- 06- 06- 06.xls Note: Load location "n" for open web T.J.M. joists is 1" to 1.5". For normal full plate bearing sawn joist, I joist and gang nai trusses, "n" can be assumed to be d /2. 1300 per NDS Table 4A 1.10 per NDS Table 4A Le (ft): 14.625 stud height Le /d: 31.91 FcE (Psi): 379 c: 0.80 P en Fb (psi): 850 per NDS Table 4A 1.30 per NDS Table 4A per NDS 4.3.3 per NDS 4.3.4 CF: Cm:< Ct: = 0.822 *E'min /(Le/d)2 per NDS 3.7.1.5 Page 1 of 4 Created by: RPW /DIF /AJS Checked By: QCE QUANTUM 1511 Third Avenue, Suite 323 Seattle, WA 98101 Project Baker Blvd TI - Kid -N -Play CONSULTING ENGINEERS T. 206.957.3900 F. 206.957.3901 Job # /O//2.0) Page of Client KW Cater By ELH Date 06/24/10 Subject Interior Walls Checked Date Wood Stud Wall Design Per IBC 2006 & NDS 2005 Structure: Wall Line: Interior Non =1 AxisatingMall Check Wall Axial and Flexural Capacities for Load Cases per IBC 1605.3.1 fc = Paxial/A CP = ((1 +(Fr,E /F "0)) /2c) - (((1 +(F /F *c)) /2C)2 - (FcE/F *c) /c)112 = Fc *CD CM *Ct *CF Pc = Fc*CD*CM*Ct*CF*Cp M. = Paxlal *e Mlat = w *Le2 /8 Mtot = Me + Mlat fb = Mtot /S Interaction = (f,,JF'0)2 + fb/(F'b *(1 - (fcJFcE))) F'e = Fb *CD *CM *Ct *CF *Cr Deflection = (0.0642 *Me *Le2) /(E *l) + (5 *Wlat *Le4)/(384 *E *I) Pkdai (lb) Bot. Plate Pau Status fc (psi) CP Pb (psi) fb/F'b Me (lb -ft) Mlat (lb -ft) Mug (lb -ft) fb (psi) F'b (psi) Interaction per NDS 3.9.2 Interaction Chk Status Deflection (in) Deflection Status Wall Status Load Case: D + L CD: 1.00 per NDS Table 2.3.2 Cr: 1.15 per NDS 4.3.9 0 <= Pall: OK 0 0.25 356 0.00 0 0 0 1 0 1 1271 1 0.00 1 <= 1.0: OK I 0.00 1 OK OK Load Case: D + S CD: 1.15 er NDS Table 2.3.2 Cr: 1.15 per NDS 4.3.9 0 1 <= Pall: OK 1 0 1 0.22 1 359 [ 0.00 1 0 0 1 0 1 0 1 1461 I 0.00 1 <= 1.0: OK I 0.00 1 OK OK Load Case: D + 0.75(L + S) CD: 1.15 er NDS Table 2.3.2 Cr: 1.15 per NDS 4.3.9 0 1 <= Pall: OK 1 0 1 0.22 1 359 f 0.00 J 0 0 [ 0 1 0 1 1461 1 0.00 = 1.0: OK I 0.00 1 OK 1 OK Load Case: D + W CD: 1.60 er NDS Table 2.3.2 Cr: 1.15 IBC 2306.2 0 1 <= Pall: OK 1 0 1 0.16 1 366 [ 0.00 1 0 � 178 _per 1 178 283 1 2033 1 0.14 I <= 1.0: OK I 0.18 1 OK OK Load Case: D + 0.75(L + S + W) Co: 1.60 er NDS Table 2.3.2 Cr: 1.15 IBC 2306.2 0 <= Pall: OK 0 1 0.16 1 366 1 0.00 1 0 � 134 _per 1 134 212 1 2033 1 0.10 1 <= 1.0: OK I 0.13 1 OK OK Load Case: D + 0.7E CD: 1.60 er NDS Table 2.3.2 Cr: 1.15 per NDS 4.3.9 0 1 <= Pall: OK 0 � 0.16 1 366 Jp 0.00 1 0 1 0 1 0 1 0 1 2033 1 0.00 1 <= 1.0: OK 1 0.00 1 OK OK Load Case: D + 0.75(L + S + 0.7E) CD: 1.60 er NDS Table 2.3.2 Cr: 1.15 NDS 4.3.9 0 <= Pall: OK 0 � 0.16 366 1 0.00 1 0 1 0 _per 1 0 0 1 2033 1 0.00 1 <= 1.0: OK I 0.00 1 OK OK Wall Status: 2x6 @ 16 in. o.c. is acceptable for the Toads given in all of the Toad cases Worksheet: (E) Stud Wall File: C:1Projects on AugustusUGd-n- PIay\QCE IBC 2006 Wood Stud Wall-08- 06- 06.xl5 Page 2 of 4 Created by: RPW/DIF /AJS Checked By: QCE QUANTUM ( CONSULTING ENGINEERS 1511 Third Avenue, Suite 323 Seattle, WA 98101 Project Baker Blvd TI - Kid -N -Play T. 206.957.3900 F. 206.957.3901 Job # l0/ /2.0 / Page of Client /. W C slid By ELH Date 06/24/10 Subject Interior Walls Checked Date Wood Stud Wall Design Per IBC 2006 & NDS 2005 Structure: Interior Non - Bearing, Walls Wall Line: New Wall Behind Offices, Bathroom, and Kitchen Wall Configuration Wall Height (ft): 15.00 wall height is from top of floor below to top of of double top plate above Stud Size: I 2x6 2.1 Stud Spacing (in): I 16 Stud Species & Grade: 1 HF #2 Bot. Plate Size: I 2x 21. Bot. Plate Species & Grade: I HF #2 Pri Wall Finish Type: I FleXible J Deflection Limit: L/120 = 1.5 in per IBC 1604.3.1 Does Wall Qualify for Bending Stress Increase per IBC 2306.2.1: No Wall Loading Axial Load Dead (plf): 42 Live (plf): 140 Snow (plf): < 0 Lateral (Out -of- Plane) Uniform Pressure Load Wind (psf): ! 5 Seismic (psf): 0 °; Strength Level Wall Axial Load Eccentricity n (in): 1.50 e (in): 1.25 Note: Load location "n" for open web T.J.M. joists is 1" to 1.5'. For normal full plate bearing sawn joist, I joist and gang nai trusses, "n" can be assumed to be d/2. Stud Properties b (in): 1.5 E (psi): 1300000 per NDS Table 4A F. (psi): 1300 per NDS Table 4A Fb (psi): d (in): 5.5 E' (psi): 1300000 = E *CM *Ct CF: 1.10 per NDS Table 4A CF: A (in2): 8.3 Emin (psi): 470000 per NDS Table 4A Cp: Le (ft): 14.625 stud height CM: S (in3): 7.6 E'min (Psi): 470000 = Emin *CM *Ct LJd: 31.91 Ct: I (in4): 20.8 FCE (psi): 379 = 0.822 *E'min /(Le/d)2 c: 0.80 per NDS 3.7.1.5 Bot. Plate Properties b (in): 1.5 Fe.t. (psi): 405 per NDS Table 4A F' ± (psi): 506 = Fb *CM *Ct *Cb Cb: 1.25 per NDS 3.10.4 Pall (lb): 4177 = F'e *A Worksheet: (N) Stud Wall File: C: \Projects on Augustus\Kid -n- Play \QCE IBC 2006 Wood Stud Wall -08- 06- 06.xls 850 1.30 1.00,' 1.00; P en per NDS Table 4A per NDS Table 4A per NDS 4.3.3 per NDS 4.3.4 Page 3 of 4 Created by: RPW /DIF /AJS Checked By: QCE QUANTUM 1511 Third Avenue, Suite 323 Seattle, WA 98101 Project Baker Blvd TI - Kid -N -Play CONSULTING ENGINEERS T. 206.957.3900 F. 206.957.3901 Job # /d //2- ,0/ Page of Client MW &,-, By ELH Date 06/24/10 Subject Interior Walls Checked Date Wood Stud Wall Design Per IBC 2006 & NDS 2005 Structure: Wall Line: Check Wall Axial and Flexural Capacities for Load Cases per IBC 1605.3.1 fc = Pewal/A Cp = ((1 +(FcE/F *c)) /2c) - (((1 +(FcE/F *c)) /202 - (FcE/F *c) /c)1"� F *c = Fc *CD *CM *Ct *CF Pc = Fc *CD *CM *Ct *CF *CP sa M. = P"„1 *e Mlel = w *Le 2 /8 Mtot = Me + Mlat fb = Mtot /S Interaction = (fc/F'c)2 + fb/(F'b *(1 - (fcJFcE))) F'b = Fb *CD *CM *Ct *CF *Cr Deflection = (0.0642 *Me *Le2) /(E *I) + (5 *Wlat *Lo4)/(384 *E *I) P (lb) Bot. Plate pelt Status fc (psi) CP F'c (psi) fc/F'c Me (Ib-ft) Mlat (lb-ft) Mto1(lb -ft) fb (psi) F'b (psi) Interaction per NDS 3.9.2 Interaction Chk Status Deflection (in) Deflection Status Wall Status Load Case: D + L CD: 1.00 per NDS Table 2.3.2 Cr: 1.15 per NDS 4.3.9 243 1 <= Pall: OK 29 0.25 1 356 0.08 25 0 1 25 1 40 1 1271 1 0.04 1 <= 1.0: OK 1 0.02 1 OK 1 OK Load Case: D + S CD: 1.15 per NDS Table 2.3.2 Cr: 1.15 per NDS 4.3.9 56 1 <= Pall: OK 1 7 1 0.22 1 359 1 0.02 1 6 0 1 6 1 9 1 1461 1 0.01 1 <= 1.0: OK J 0.01 1 OK 1 OK Load Case: D + 0.75(L + S) CD: 1.15 NDS Table 2.3.2 Cr: 1.15 per NDS 4.3.9 196 1 <= Pall: OK 1 24 1 0.22 1 _per 359 1 0.07 1 20 1 0 1 20 32 1 1461 1 0.03 1 <= 1.0: OK 1 0.02 1 OK 1 OK Load Case: D + W CD: 1.60 er NDS Table 2.3.2 Cr: 1.15 per IBC 2306.2 56 1 <= Pall: OK 1 7 0.16 1 366 1 0.02 1 6 1 178 1 184 1 292 1 2033 1 0.15 1 <= 1.0: OK I 0.18 1 OK 1 OK Load Case: D + 0.75(L + S + W) CD: 1.60 NDS Table 2.3.2 Cr: 1.15 IBC 2306.2 196 1 <= Pall: OK 1 24 1 0.16 1 _per 366 1 0.06 ( 20 134 1 154 1 _per 245 1 2033 1 0.13 1 <= 1.0: OK I 0.15 1 OK 1 OK Load Case: D + 0.7E CD: 1.60 •er NDS Table 2.3.2 Cr: 1.15 •er NDS 4.3.9 56 <= Pall: OK 7 0.16 366 0.02 6 0 6 9 2033 0.00 <= 1.0: OK 0.01 OK OK Load Case: D + 0.75(L + S + 0.7E) CD: 1.60 er NDS Table 2.3.2 Cr: 1.15 per NDS 4.3.9 196 1 <= Pall: OK 1 24 1 0.16 1 366 [ 0.06 1 20 1 0 1 20 1 32 1 2033 1 0.02 1 <= 1.0: OK I 0.02 1 OK 1 OK Wall Status: 2x6 @ 16 in. o.c. is acceptable for the loads given in all of the Toad cases Worksheet (N) Stud Wall File: C:1Projects on Augustus11Gd-n- PIay1QCE IBC 2006 Wood Stud Wall -08- 06- 06.5t5 Page 4 of 4 Created by: RPW/DIF /AJS Checked By QCE C1-4.7-14 L4 1�L- �ULnUU 67/577,VG Qb roe STc_ n..1/7 64" 28L .Iga4- CXIT (eL- 15�� SL -25 2-y-8 e l(o oz,. - 33 PLF dA, wx (j3 -02x• x3) PJa = -33 Pc- 45- 45 + 83)(12 fN )3 • 2Y 0, gaol° P zxtt-,(o3 sus) o.•3b tN 0,5- ii So src. cups y • ;/31-01 . D/L vi 54)44' )4'I b23 = t1 :43v QUANTUM 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com CONSULTING ENGINEERS la -A1-Putt' project 64192 gLL� Nv Cm-PI rxit client 6b-3/1-4/0 /l) //,2 a/ date project no. L'C41 /0 designer sheet checked by P111-114 / ?b I7 tA441.1. 4 r- L i8y b4146 (W i rAiL • • F---> 1' • _ t I Le U4-17Y-42, Lb b = 572 PLC A -r-7ZP , o& 200 u85 6v k P05T W 1 liar 414i ;dr L -��S l4A44,4- Mac r, 67) Fa = (%s�(48.z4� =_- l arxv �b M &- rtY . 2?i Pr 1Jc -62, Poa /710 Ts- - ro8 � -- Llvt cm( IA= 'Ow uz- h_.0 14., 6u (4) _.y�. . s' _, (0) L -.Co 7 CI ZlL �, 6!-3 1AIG -bu COL �,,�d.�C• r ybl _ t/0 Erzsl = 57; ciL QUANTUM 1511 THIRD AVENUE SUITE 323 TL SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com CONSULTING ENGINEERS project e- 3w1) w -4pii -L client 401247.010 /0112,vJ date project no. Eti4- /1 designer sheet checked by 1/67 tw4-1.1. A-r Lomy Aiti6 &w -r (cou7 . ma s ow USL -3 3 "wive- 4 CPoxy - St✓'r- w/ sEr—yP 3 yi -M��-� ury 67) st 3-eN -GEC a MAC. sPA1I PLC 192 L8.._/t/ tg, _ 1217- ( /1s_5;25-)Z_ 97? TAI M _ /692 r /Ai /73 B Psi. �- < QUANTUM 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com 1 CONSULTING ENGINEERS project eiket 63/6 7\!w ii°11L client 40/1)1/Solo /a//2,0/ date project no. designer sheet checked by CWECTSPACE • • Date: Location: Project no: June 30, 2010 Kid N' Play D10 -130 Correction Notice Response — Reviewer: Allen Johannessen Responses to your comments are itemized below in the order of your correction list dated June 8, 2010. 1. An emergency "bug eye" light has been added to the plans as well as the path of egress. See plan 1/A-2 plan. 2. Details have been provided with the walls including bottom and top plate connections including fastener size.and spacing. Notes regarding fireblocking and a reference to see the 8 1/2" X 11" for structural information and engineering calculations for walls has been added. See Details 4 & 5 on Sheet A -1. The low wall support information has been added to detail 6/A -1 and to the 1/A-2 Plan 3. Ceiling framing details have been added to detail 6/A -1 which show fasteners and ledgers. A note has been added to plan 1 /A -2 for headers as well. A note about the storage sign has been added to the 2/A -2 Plan. Changes have been clouded. 4 sets of drawings and 2 sets of structural calculations have been provided per our telephone conversation. Regards, 3445 califomla ave sw studio 1 seattle washington 98116 studio: 206.937.5222 fax: 206.937.5228 www.objectandspace.com Dwight Doty ObjectSpace CORRESTIOIt) %3� RECEIVE JUL 012010 PERMJTCENTER r June 17, 2010 ity of Tue... ila a Jim Haggerton, Mayor Department of Community Development Mark McDonald 2756 NE 45 St Seattle, WA 98105 RE: Correction Letter #1 Development Permit Application Number D10 -130 Kid N Play — 406 Baker BI — Suite 160 Jack Pace, Director Dear Mr. McDonald, 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 memo. 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, please contact me at (206) 431 -3670. Sincerely, 1.4:t0 Bill Rambo Permit Technician encl File No. D10 -130 W:\Permit Center \Correction Letters\2010\D10 -130 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 e Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: June 8, 2010 Project Name: Kid N Play Permit #: D10 -130 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. Path of egress still needs to be identified on the plan. This is to identify the location of egress illumination that meets the average 1 foot candle with a minim of .01 ft candle along the means of egress. Please show paths of egress leading to the exits. (IBC Section 1006) 2. The wall details provided need more specific details identifying the mechanical fasteners, spacing and sizes of fasteners. The full height walls shall show how the top plate is fastened. Top plate shall have a detail for a deflection track allowing for the deflection in the roof. Be more specific about the roof construction. Details shall provide specifics for the spacing of fasteners on the bottom plates. Specify fire blocking @ each 10 feet horizontally and vertically. The short wall has no means of fastening the top; therefore a detail shall be required to show how the wall shall be supported intermediately to resist lateral movement. Provide all necessary details and specifications for new wall construction. 3. Provide ceiling framing details for the bathroom, kitchen and office areas. Identify all means of fasteners and hangers. Specify fasteners for the ledgers. Identify header spanning the kitchen, identifying all material and fasteners. Some sort of signage shall be provided to state "NO STORAGE ALLOWED ABOVE THE CEILINGS" at these new framed ceilings. Provide details as necessary for complete clarification of all construction. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • Stacy MacGregor - 406 Baker Blvd • Page 1 of 1 From: To: Date: Subject: Attachments: Stacy MacGregor Mark S McDonald 06/10/2010 4:39 PM 406 Baker Blvd Hi Mark, I have the Kid N Play building permit and business license application on my desk. In order to complete my review, I need to have the parking calculations updated for the site. I have attached the spreadsheet you created a few years ago when you were looking at adding a restaurant to the site. Would you update the spreadsheet and add the current tenants so I can determine how the parking calculations are working. Also, the plans shown do not show any outdoor play space. Would you confirm this for me please? Thanks, Stacy 5tact 9 Stacy MacGregor, Assistant Planner 206.433.7166 City of Tukwila, 6300 Southcenter Blvd, Tukwila, WA 98188 Monday- Friday, 8:30 am - 5:00 pm Please consider the environment before printing this e-mail file: / /C: \Temp\XPgrpwise \4C 11153Etuk- mail63 00 -po 1001783331173 811 \GW } 00001.H... 06/10/2010 c)-'‘ • Stacy MacGregor - RE: 406 Baker Blvd Page 1 of 3 From: "Mark S McDonald" To: "'Stacy MacGregor ' Date: 06/11/2010 1:10 PM Subject: RE: 406 Baker Blvd Stacy, I Adjusted the parking calculations. I used the architects square footages from the previously done parking summary, making adjustments to reflect retail uses and increasing the square feet in Tenant 6 Kid n Play by 241 and reducing the nail salon in Tenant 5 space by 241. Hopefully this will work for you. Required parking of 32 equals total provided without using the 10% variance. Tenant 1 Tanning Salon: 1,244 s.f. x retail .04 = 5 stalls (246 min. accessory /restrooms /storage) 119 V Tenant 2 Golf Quest: 1,666 s.f. x retail .04 = 7 stalls (268 s.f. min. accessory /storage) L-131;, Tenant 3 Manpower: 4 stalls \-110 Tenant 4 American Family Insurance: 4 stalls Tenant 5 nail salon: 1,037 s.f. x .004 = 4 stalls (157 s.f. min. accessory /storage) r\O Tenant 6 Kid n Play: 1,750 s.f. x .004 = 8 stalls (420 s.f. min. accessory, restrooms /storage) Total required 32. Total provided 32 without 10% variance. From: Stacy MacGregor [mailto:smacgregor @ci.tukwila.wa.us] Sent: Friday, June 11, 2010 11:30 AM To: Mark S McDonald c Subject: RE: 406 Baker Blvd \\ JS\g Thanks Mark. Would you link the tenants to the square footage 5tacc� Stacy MacGregor, Assistant Planner 206.433.7166 City of Tukwila, 6300 Southcenter Blvd, Tukwila, WA 98188 Monday- Friday, 8:30 am - 5:00 pm Please consider the environment `.e,r" ting this e-mail file://C : \Temp\XPgrpwise \4C 1235DDtuk- mail6300 -po 10017833311739E 1 \GW } 00001.H... 06/11/2010 • »> "Mark S McDonald" <mark @nwcc.us.com> 06/11/2010 9:51 AM »> Hi Stacy, Here is the list of tenants: Tenant 1: Tanning salon (new lease pending) Tenant 2: Golftech (golf instruction) new lease Tenant 3: Manpower (existing) Tenant 4: American Family Insurance (existing) Tenant 5: Nail Salon (new lease) Tenant 6: Kid 'n Play (new lease) Is this enough information for you to adjust the parking table? Thanks Mark McDonald 206 - 391 -2345 From: Stacy MacGregor [ mailto :smacgregor @ci.tukwila.wa.us] Sent: Thursday, June 10, 2010 4:39 PM To: Mark S McDonald Subject: 406 Baker Blvd Hi Mark, O Page 22of3 I have the Kid N Play building permit and business license application on my desk. In order to complete my review, I need to have the parking calculations updated for the site. I have attached the spreadsheet you created a few years ago when you were looking at adding a restaurant to the site. Would you update the spreadsheet and add the current tenants so I can determine how the parking calculations are working. Also, the plans shown do not show any outdoor play space. Would you confirm this for me please? Thanks, file: //C :\ Temp \XPgrpwise \4C 123 5DDtuk- mail63 00 -po 1001783 3 31173 9E 1 \G W } 00001. H... 06/11/2010 Baker Boulevard Retail Center Park Summary Current as of 6/10/2010 Tenant 1 Tanning Salon 1490 sf — 246 accessory area = 1,244 sf Retail 4 /1000 1244 sf 5 stalls Tenant 2 Golf Quest 1934 sf — 268 sf =1,666 sf Retail 4 /1000 1666 sf 7 stalls Tenant 3 Manpower 1601 sf — 268 sf = 1333 sf Office 3/1000 1333 sf 4 stalls Tenant 4 American Family 1374 sf -41 sf= 1333 sf Office 3/1000 1333 sf 4 stalls Tenant 5 Nail Salon 1194sf - 157 sf= 1037 sf Retail 4 /1000 1037 sf 4 stalls Tenant 6 Kid N Play 2345 sf - 245 sf = 2100 sf Parking requirements for this use are not detailed in the code. The remaining 11 stalls on this site are deemed sufficient. 2100 sf Total Required Less 10% parking variance 39 Total Provided includes agreement for 3 spaces at rear of property 35 f May 19, 2010 CityofTu • 1a Jim Haggerton, Mayor Department of Community Development Mark McDonald 2756 NE 45 St Seattle, WA 98105 RE: Incomplete Letter #1 Development Permit Application D10 -130 Kid N Play — 406 Baker Bl, Ste 106 Dear Mr. McDonald, Jack Pace, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on May 17, 2010 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Please address the attached comment 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. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Jennifer Mars all x it Technician Enclosures File: D10 -130 W:\Permit Center \Incomplete Letters\2010\D10 -130 Incomplete Ltr #1.DOC 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 e Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: May 18, 2010 Project Name: Kid N Play Permit #: D10 -130 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (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. Identify path of egress illumination on the plan to show common paths of egress are provided with emergency illumination having at least an average 1 foot - candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways. (IBC Section 1006) 2. Show illuminated exit signs. 3. Complete a 2006 Washington State Nonresidential Energy Code Lighting Compliance Form. 4. Provide cross sections of new walls; show how wall construction is seismically attached top and bottom. 5. Provide ceiling details for all new ceilings and how ceilings are seismically attached. Show details for suspended wall angle size and attachment. 6. Identify room air - conditioning and bathroom ventilation. New mechanical HVAC equipment, if applicable, shall require a mechanical permit; plumbing permit shall be required for new bathrooms. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. PLAN Prf PY /ROUTING SLIP ACTIVITY NUMBER: D10 -130 DATE: 07 -01 -10 PROJECT NAME: KID N PLAY SITE ADDRESS: 406 BAKER BL - SUITE 160 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTM NTS: I ding Division Public Works Fire Prevention Structural n Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -06 -10 Complete Incomplete 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 n Structural Review Required n No further Review Required NI REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 08 -03 -10 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • PERMITCpORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D10 -130 DATE: 05/28/10 PROJECT NAME: KID N PLAY SITE ADDRESS: 406 BAKER BL, STE fi@fr [(p0 Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS (2*. 0- 0 •ew■,Y Buil ing 1 is on _ �JA— 'HO Public Wok Fire Prevention Structural Sh'1 Planning Division kr-irits ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete %, Comments: Incomplete n DUE DATE: 06 /03/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Building Please Route rp Structural Review Required REVIEWER'S INITIALS: No further Review Required U DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07/01/10 Approved Approved with Conditions Ti Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: tJ—f —'Ib Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: urt Documents/routing slip.doc 2 -28 -02 • PERMIT C COPYi PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -130 DATE: 05/17/10 PROJECT NAME: KID N PLAY SITE ADDRESS: 406 BAKER BL, STE 106 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPAR MEN S: ull in IVI Ion Public Works A,Ay 'Fire Prevention Structural Planning Division ❑ Permit Coordinator • DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Incomplete DUE DATE: 05/18/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: 1 Departments determined incomplete: ICI I° Bldg Fire ❑ LETTER OF COMPLETENESS MAILED: Ping ❑ PW ❑ Staff Initials:_ t A" TUES /THURS ROUTING: Building Please Route ❑ REVIEWER'S INITIALS: Structural Review Required No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ri Notation: REVIEWER'S INITIALS: DUE DATE: 06/15/10 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 City of Tukwila a Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http : //www,ci. tukwila. wa us Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan ChecWPermit Number: D10-130 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Kid N Play Project Address: 406 Baker �Bl — Suite 160 �q Contact Person: t" t M +ti Phone Number: 1 ' 6 9 1. 2 3 5 Summary of Revision: Sheet Number(s) A-1 f 06■.'" "Cloud" or highlight all areas of revision including date o revisio Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 1' 10 RECEIVED CITY OFTUKWILA 'JUL 012010 PERASIT lapplicationslfonns- applications on lineirevision submittal Created: 8 -13 -2004 Revised: • • 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.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: S ` 28 ^ -2-01 0 Plan ChecWPermit Number: D10-130 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Kid N Play 406 Baker B1, Ste 106 cirvilgerftto MAY 2 8 2010 PFAIwa CEO Contact Person: Tvbv de Le-u-co rn Phone Number: .1.-4°C4' 9.3 S ZZa Summary of Revision: S e— /41,n-7-1-c-1/4.4r7,0 °'j'Z.- Sheet Number(s): C� /T — l -1 "Cloud" or or highlight all areas o revision including date of revision Received at the City of Tukwila Permit Center by: /\C' Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: CITY OF TUKTULA . Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -367o FAX (206) 431 -3665 E -mail: tukplanaci,tukwila.wa.us Permit Center /Building Division 206 431 -3670 Public Works Department 206 433 -0179 Planning Division 206 431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION ,(3O PERMIT NO: STATE OF WASHINGTON) ) ss. COUNTY OF KING ) c, states as follows: [please print name] 1. 'I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number / ? , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform constr ., o. r'� 4.7 ,sslOiv 41.W T rat .x0 Aet 4:12)! A /8 11 ' s tIk ��P WAB 1NV. q Owner /Owner's Agent* Signed and sworn to before me this /2 day of MI �- ,20/0 . //(2-64 ARY PUBLIC in and for the State of Washington Residing at O , County Name as commissioned: irelly7 My commission expires: 18,27.090 Exemptions, The regetion provisions of this chapter do not apply 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter.i9.28 RCWthat.employs a certified journeyman electrieian,'a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incideiitally, directly, and immediately appropriate to the like-in -kind replacement of a household appliance or other•sinall household utilization equipment that requires limifed}el'ectric power and limited waste and /or water connections:,Anelectrical trainee must be supervised by a certified electrician while performing plumbing work. • Per Washington State Department of Labor and Industries, lessee has been interpreted to be equivalent to owner for the purpose of these exemptions. 10d@6 "OCTYP NEW 3/4" PLYWOOD ON 2X8 @ 16" OC JOIST LID LUS HANGER +9' -0" 5/8' GWB NEW WALL 2X6" WD STUDS @ 16" OC W/ 5/8" GWB EA. SIDE BOT PLATE W/ 5/8" 0 STRONG -BOLTS @ 6' -0" OC OR EQUIV (AND W /IN 12" OF ENDS AND SPLICES) STRUCTURE ABOVE (2) STC CLIPS AT EA. RAFTER (ONE EA SIDE) PER PLAN +10' -0" i\ NEW SUSP CEILING (2) 2X8 MIN HEADER AT OPENINGS UP TO 8' -0" WIDE 2X LEDGER W/ (2) ROWS SDS 114 X 31/2 @ 16" OC INTO STUDS 3/4 " =1' -0" +/- 15' -0" VIF STRUCTURE ABOVE (2) STC CLIPS AT EA. RAFTER (ONE EA SIDE) 2X6 WD TOP PLATE TO STRUCTURE PER PLAN EXIST CONC SLAB HOLDDOWN(S) 'OST PER PLAN WALL DETAIL NEW SUSP CEILING NEW WALL (OR VERIFY EXIST) 2x6 WD STUDS @ 16" OC W/ 5/8" GWB EA. SIDE 2X6 BOT PLATE WI 5/8" 0 STRONG -BOLTS @ 6' -0" OC OR EQUIV (AND W /IN 12" OF ENDS AND SPLICES) 3/4 " =1' -0" +4' -0" VIF 3T CONC SLAB -\ WALL DETAIL NEW 3/4" PAINTED MDF CAP AND TRIM A35 CLIP @ EA SIDE OF 4 x 6 POST PER PLAN NEW LOW WALL 2x6 WD STUDS @ 16" OC W/ 5/8" GWB EA. SIDE 2X6 BOT PLATE W/ 5/8" DIA ANCHOR ROD EPDXY SET W/ 3- 1/2" MIN EMBED NOTE: USE SIMPSON SET -XP EPDXY TENANT 3 1601 SF TENANT 4 1374 SF TENANT 1 1490 SF BUILDING PLAN PLANNING APPROVED P40 chiges bin be maw to these plane wit agave! from the Plwinkg SCALE: 1/16' = 1' -0" REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division_ NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 8" CONC. BLOCK WALL MAX 40" HEIGHT 8" CONC. BLOCK WALL MAX 40" HEIGHT cri 0 rn P1 0 0 10' -0" ETBACK EXISTING BUILDING 121-0" EXIST PARKING LAYOUT TRASH 1 RECYCLING 60 SF W/ 6' HIGH METAL FENCE SIDEWALK 0 • EXIT 0 E) ///34//,,,//4,4,4 1":///d4 BAKER. BOULEVARD RETAIL CENTER CON . SIDEWALK EXIST SIDEWALK 6' -0" ���1NMI ...MI :I .... ::.I :::I :I I I •••. 7CCI iii lilt MMIN MI MI lilt SI III Bill m 11,1 MPIENIMMIMINTrwilEMEMEEMInglignill NENEMMIEINPIIENIMMENIRENKIMMIENIIIME iiiiiiiiiffliiiMirillialiiififfiliblitibliEMETZIR .... 19' -0" ENI v z w a g z z (n LANDSCAPED AREA, TYP 25'-0" 8' -0" 25' -6" 1 STALL 3 STALLS 15' -8" 8' -0" P @ 24' -0" 2 HC STALLS rA • 68' -0" HC -0" 4' -0 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 08 2010 ila BUILDING 'VISION 34' -0" 0 N 4 STALLS 15 -8" 8 STALLS m IMINEME C C C 84' -3" 9 STALLS C SIDEWALK EASEMENT 2 SITE PLAN SCALE: 1/1e = 1' -0" BENCH, TYP EXIST FIRE HYDRANT TO REMAIN BAKER BOULEVARD 2 BIKE RACKS KID N PLAY PARKING KID N PLAY PARKING N 0 0 KID N PLAY PARKING SIDEWALK EASEMENT N cr, GRAPHIC SCALE 011I510 20 40 PROJECT INFORMATION PROJECT ADDRESS: DESCRIPTION: ASSESSOR'S PARCEL NUMBER: LEGAL DESCRIPTION: 406 BAKER BLVD, TUKWILA, WA 98188 INITIAL TENANT IMPROVEMENT CONSISTING OF NON- STRUCTURAL PARTITIONS AND DOORS FOR TWO NEW BATHROOMS AND AN OFFICE. ALSO INCLUDED IS A LOW PARTIAL HGT PARTITION 022310003706 THAT PORTION OF TRACT 3, ANDOVER INDUSTRIAL PARK NO. 2, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 71 OF PLATS PAGES 68 AND 69, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID TRACT 3; THENCE SOUTH 88 °25'27" EAST ALONG THE SOUTHERLY LIMITS OF SAID TRACT 3, A DISTANCE OF 250.00 FEET TO THE TRUE POINT OF BEGINNING, SAID POINT BEING THE SOUTHEAST CORNER OF THE DAVIDSON PRODUCTS COMPANY SITE, AS DESCRIBED IN THAT INSTRUMENT RECORDED UNDER RECORDING NUMBER 5775047; THENCE NORTH 01 °05'06" EAST A DISTANCE OF 214.00 FEET TO THE SOUTHERLY BOUNDARY OF THE KIRSCH COMPANY SITE, AS RECORDED UNDER RECORDING NUMBER 6110635; THENCE SOUTH 88 °25'27" EAST A DISTANCE OF 152.01 FEET TO THE SOUTHEAST CORNER OF SAID KIRSCH COMPANY SITE; THENCE SOUTH 01 °05'06" WEST A DISTANCE OF 214.00 FEET TO THE SOUTHERLY LIMITS OF SAID TRACT 3; THENCE NORTH 88 °25'27" WEST A DISTANCE OF 152.01' FEET TO THE TRUE POINT OF BEGINNING. PROJECT DIRECTORY OWNER: MARK MCDONALD VILLAGE PARTNERS SOUTHCENTER, LLC 1420 FIFTH AVE #2200 SEATTLE, WA 98101 PH: (206) 391 -2345 ARCHITECT: OBJECT + SPACE LTD 3445 CALIFORNIA AVE SW STUDIO 1 SEATTLE, WA 98116 CONTACT: TODD BERTELLOTTI PH: (206) 937 -5222 FAX: (206) 937 -5228 BUILDING CODE SUMMARY CODE: OCCUPANCY: SPRINKLERS: CONSTRUCTION TYPE: BUILDING AREA: TENANT AREA: OCC LOAD FACTOR TABLE 1004.1.2 NUMBER OF EXITS INTERNATIONAL BUILDING CODE 2006 YES V -A 11,426 SF GROSS 2,345 SF DAYCARE: 35 NET 2345 Sr 135 = 67 = 2 EXITS REQ'D ZONING CODE SUMMARY CODE: ZONE: 18.56 PARKING CALCS: REQUIRED: TUKWILA MUNICIPAL CODE TITLE 18 TUC (TUKWILA URBAN CENTER) OFF- STREET PARKING RETAIL: 4 STALLS PER 1000 SF arcint inter ors furri Lure 3445 California acre sw sfuc.io 1 seattle vvashington 981 1 stLJCiO. 206 937.5222 tax. 206.937, 5228 www object:andspa TY ST E OF WAS NGTON FILE COPY Permit No. (A Plan ew approval is subject to errors and omissions. Approval oonstluction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved F ail- a, N r•'+'�'' i;r• •L ed. Date: 1—(2-�2c o City Of libkwffa BUILDING DIVISION €7- ., Doc.„LMQ a p o2.1 e reik-a 1-6,-riviAj -FrA--/7_5-L,--1-1L--/ o-411-3 r wr` 1• -`-''i U --T-LL,-1 0 a a._ wG 1. I I'uV l be_- u 5- i e-p `1 i_ � A- d 0 t�- )/2d, r-eSS �� �' p- l� om "" AA) e 2— N `I -� 6 s fcK I D N PLAY s�-- -e s 'V P 7, Z3 -(/0 BAKER BOULEVARD RETAIL CENTER PARKING SUMMARY KID N PLAY 2345 SF 2100 SF RETAIL / .004 = 8.4 245 SF ACCESSORY 8 DRAWING INDEX A -1 PROJECT INFORMATION, VICINITY PLAN, BUILDING PLAN A -2 FLOOR PLAN, REFLECTED CEILING PLAN, DETAILS, SCHEDULES VICINITY PLAN SCALE: NTS SEPARATE PEP haw ,MIT REQUIRED FOR: a►rechanical Electrical Plumbing Gas Piping of Tukwila BU LD NG DIVISION TUKWILA, WA PERMIT PERMIT CORRECTIONS PERMIT CORRECTIONS CORRE TION LTR # D1O- 130 5.11.10 5.28.10 6.30.10 PROJECT INFORMATION SITE PLAN, BUILDING PLAN scale: VARIES RECEIVED JUL 01 PERMIT CENTS, MMM 1 LIGHTING LEGEND 0 A EXIT 4D 2X4 FLUORESCENT 6' RECESSED D❑WNLIGHT 90 CFM EXHAUST FAN ILLUMINATED EXIT SIGN W/ EMERGENCY EGRESS ILLUMINATI ❑N W/ MIN 1 FOOT CANDLE AND 90 MINUTE BATTERY BACK UP PER IBC (SECT.1006) 1 -5/8" MTL. STUD UP TO 6' -2" 2 1/2" MTL. STUD UP TO 10' -6" SUPPORT WIRES - 12 GA. @ 4' -0" O.C. SPLAY WIRES @ 12 -0" O.C. NOTE: 1. ALL SPLAY WIRES TO BE IN LINE WITH ATTACHED COMPONENT. 2. ALL SPLAY WIRES TO BE TAUT & TIED BOTH ENDS W /MIN. 3 TURNS IN 1" OF RUN. 3. ALL SPLAY WIRES TYPICALLY @ 12' -0" AND 4' -0" FROM PERIMETER SUPPORT PARTITIONS. 4. ALL SPLAY WIRES TO BE 45" OR LESS 5. ALL MAIN RUNNERS TO BE HEAVY DUTY WALL, TYP 8' MAX SUSP. CL SYSTEM A SCHEDULED CLG. TILE AS SCHEDULED POP RIVET AT ALL MEMBERS, 2 ADJACENT WALLS (OF 4) SUSPENSION SYSTEM PROVIDE SPACE AT OPPOSING WALL ALL MEMBER 8' MAX 3/4 3/4' IIET Lr} ll] }11I11iUlI111I11►NIIIIFllrf1)IIIi 2' MIN SPLAY WIRES @ UNATTACHED WALL @ 12' -0" O.C. REF: NWCB FIELD TECHNICAL DOCUMENT #401 SEISMIC BRACING DETAIL DOOR SCHEDULE MARK WALL TYPES FIRE RATING 1 INTERIOR EXIST WALL 1 -HR (WIDTHXHEIGHTXTHICKNESS) 1 5/8" GWB 2X6 STUDS TO UNDERSIDE OF STRUCTURE _"_ INTERIOR 2 5/8' GWB 2 3' -0" X 7' -0" X 1 3/4" INTERIOR 3 1 -HR PT 3' -0" X 7' -0" X 1 3/4" 5/8" GWB 2X6 STUDS TO UNDERSIDE OF STRUCTURE 5/8" GWB _"_ SCW INTERIOR 3' -0" X 7' -0" X 1 3/4" 1 -HR 3 INTERIOR "\\\\ NR \\\ 5/8" GWB STUDS TO 10' -6" AFF 5/8" GWB \\\ INTERIOR 4 INTERIOR NR 5 /8" GWB _"_ GWB CEILING @ 9'-0" AFF 0 2X6 STUDS TO 4' -0" AFF INTERIOR 5/8" GWB 1 -5/8" MTL. STUD UP TO 6' -2" 2 1/2" MTL. STUD UP TO 10' -6" SUPPORT WIRES - 12 GA. @ 4' -0" O.C. SPLAY WIRES @ 12 -0" O.C. NOTE: 1. ALL SPLAY WIRES TO BE IN LINE WITH ATTACHED COMPONENT. 2. ALL SPLAY WIRES TO BE TAUT & TIED BOTH ENDS W /MIN. 3 TURNS IN 1" OF RUN. 3. ALL SPLAY WIRES TYPICALLY @ 12' -0" AND 4' -0" FROM PERIMETER SUPPORT PARTITIONS. 4. ALL SPLAY WIRES TO BE 45" OR LESS 5. ALL MAIN RUNNERS TO BE HEAVY DUTY WALL, TYP 8' MAX SUSP. CL SYSTEM A SCHEDULED CLG. TILE AS SCHEDULED POP RIVET AT ALL MEMBERS, 2 ADJACENT WALLS (OF 4) SUSPENSION SYSTEM PROVIDE SPACE AT OPPOSING WALL ALL MEMBER 8' MAX 3/4 3/4' IIET Lr} ll] }11I11iUlI111I11►NIIIIFllrf1)IIIi 2' MIN SPLAY WIRES @ UNATTACHED WALL @ 12' -0" O.C. REF: NWCB FIELD TECHNICAL DOCUMENT #401 SEISMIC BRACING DETAIL DOOR SCHEDULE MARK REMARKS MATL FIN SIZE (WIDTHXHEIGHTXTHICKNESS) 1 SCW PT 3' -0" X 7' -0" X 1 3/4" 2 SCW PT 3' -0" X 7' -0" X 1 3/4" 3 SCW PT 3' -0" X 7' -0" X 1 3/4" 4 SCW PT 3' -0" X 7' -0" X 1 3/4" 1 -HR P -LAM WAINSCOT TO AFF, TYP THIS WALL NOT TO SCALE CLG_3.DWG NOTE: WHERE ACCESSIBILITY IS REQUIRED, HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS, WINDOWS, CABINETS, PLUMBING FIXTURES, AND STORAGE FACILITIES, SHALL HAVE A LEVER OF OTHER SHAPE WHICH WILL PERMIT OPERATION BY WRIST OR ARM PRESSURE AND WHICH DOES NOT REQUIRE TIGHT GRASPING, OR TWISTING TO OPERATE PER ANSI 117.1 SECTION 309.4 PAPER TOWEL DISPENSER/ RECEPTACLE 0' ce < 00 cc 00 In co I I I SAN. NAPKIN/ TAMPON DISPENSER FLUSH CONTR 42" MIN GRAB BAR 1 1/2 0 GRAB BAR P -LAM WAINSCOT TO 4' -0" AFF, TYP THIS WALL 6" RUBBER BASE, TYP ALL WALLS NOTES: HATCHED AREAS INDICATE POSSIBLE LOCATIONS FOR REQUIRED BLOCKING. GRAB BARS SHALL BE CAPABLE OF BEARING A VERTICAL OR HORIZONTAL FORCE OF 250 LBS PER ANSI 117.1 SECTION 609.7. BRIM THERMOSTATS AND FIRE ALARM PULL STATIONS Zo GRAB BAR REQUIREMENTS 1/4 " =1' -0" �MIRROR P -LAM BACKSPLASH SINK DEPTH 6 1/2" MAX. WITH CONTROLS NOT MORE THAN 17" FROM FRONT OF COUNTER, TYP INSULATE EXPOSED HOT WATER AND DRAIN PIPES, TYP I J O URINAL SOAP DISPENSER To DRINKING FOUNTAIN 2 36" MIN 48" MAX ELECTRICAL OUTLET AND COMMUNICATION SYSTEM RECEPTACLES Et w= • °• co ce O> M O N CLEARANCE 1' -5" TO CENTEITOF FAUCET CO (ACCWA -14) TROL HANDLE L LAVATORY TOP & MIRROR 8" 6" / // / TOE CLEARANCE SEAT COVER DISPENSER FINISH WALL NAPKIN DISPOSAL C❑C • T.O. SEAT z TOILET PAPER HOLDER w Z En O 0 c4 q. TOILET GRAB BARS MOUNTING HEIGHT DETAIL - ACCESSIBLE FIXTURES L i LJ \\\\\\ "\\\\ \\\ \\\ GWB CEILING @ 9'-0" AFF 0 6" RECESSED DOWNLIGHT, TYP. RECESSED LIGHTING, TYP GWB 9' 0 CEILING AFF 90 CFIti EXHUS FAN ` 2'X4' \\\\ \\\ \ \\\\ Fe @ -0" WALL MOUNTE SCONE @ + 84' 1- GWB CEILING @ 9' -0" AFF 6" REC SSED DOWN IGHT, TYP. 1 \\I \\\ GWB CEILING @ 9' -0" AFF 0 DE SIGN AND GE TO STATE ' LLOWED ABOVE AT OFFICE, KITCHEN PROV "NO STORAGE THE CEILINGS" BATHROOM LOCATIONS 2' X 4' ACCOUST CAL GRI 1 CEILING @ 10' -0" TYP \\\\\\ \\\ \\\\ \\\\ \\\,, "\\\ ''\\,, \\\,, \\\\ OPEN TO EXISTIN t A LERSTORY ABOVE \\\ n II 14 �L—_I I I Z II 1 ❑ I ❑ 1/2"= V-0" ACCWA -12 REFLECTED CEILING PLAN SCALE: 1/4 "= 1' -0" T -0' �- FI SEE BUILDING PLAN ON A -1 FOR BUILDING EXIT DISCHARGE AND EXIT SIGN LOCATION hitecture 34L5 caiifornia ave sw studio 1 wattle washington 981 16 stucio: 206.937.5222 fa x :206.937.5228 KITCHEN COUNTER WITH BASE CABINETS BELOW WALL CABINETS ABOVE 9 M (2) 2 x 8 HEADER, TYP @ DOOR OPNGS MEANS OF EGRESS ILLUMINATION IBC 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. IBC 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot - candle at the walking level... min at any point 0.1 f -c. IBC 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... 7561 FRIO NW STA E OF WASH GTON OFFICE PATH OF EGRESS 1B __; 1UU4.3 POSTING OF OCCUPANT LOAD. Every room or space that is an assembly occupancy shall have the occupant load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. TENANT 5 KID N PLAY 2345 SF MECHANICAL PLUMBING AND ELECTRICAL WORK UNDER SEPERATE PERMIT KID N PLAY REVIEWED FOR CODE COMPLIANCE APPPIl1, ED JUL 0 8 2010 City of Tukwila BUILDING DIVI InM OUTLINE OF CLERESTORY ROOF ABOVE LI 9' -6" 3' -0" 4' -81 /2" 3' -0" 7' -0" 1' -0" 2' -6" 2' -6" 2' -6" 1, -0" 1' -0" 2' -6" 2' -6" 1' -0" SSK -1 (TYP) 0 0 QUIET AREA LOBBY 3' -0" X 4' -0" X 1 -3/4" GATE COUNTER WITH BASE CABINETS BELOW EXIT EXIT aI. I L_ FLOOR PLAN SCALE:1 /4 " =1' -0" 0 TUKWILA, WA PERMIT PERMIT CORRECTIONS PERMIT CORRECTIONS RECEIVED JUL 012010 PERMIT CENTER N cr), 5.11.10 5.28.10 6.30.10 FLOOR PLAN, RCP DETAILS, SCHEDULES scale: VARIES A -2