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HomeMy WebLinkAboutPermit D10-151 - COMPLETE OFFICE - OFFICES AND CLASSROOMCOMPLETE OFFICE 11521 EAST MARGINAL wys D10 -151 City ofOTukwila 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 DEVELOPMENT PERMIT Parcel No.: 1023049076 Address: 11521 EAST MARGINAL WY S TUKW Suite No: Project Name: COMPLETE OFFICE Permit Number: D 10 -151 Issue Date: 07/23/2010 Permit Expires On: 01/19/2011 Owner: Name: WOODRIDGE PARTNERS LLC Address: 11521 EAST MARGINAL WAY #100 , SEATTLE WA 98168 Contact Person: Name: DAVID KEHLE Address: 1916 BONAIR DR SW , SEATTLE WA 98116 Contractor: Name: PRECISION BUILDERS INC Address: PO BOX 98609 , DES MOINES WA 98198 -0609 Contractor License No: PRECIBI151C2 Phone: 206 - 433 -8997 Phone: 206 878 -2948 Expiration Date: 01/19/2012 DESCRIPTION OF WORK: FINISH OFF THE MEZZANINE STORAGE AREA INTO OFFICES AND CLASSROOM WITH NEW INSULATED WALLS. HVAC (UNDER SEPARATE PERMIT) AND TWO NEW ENCLOSED STAIRS TO FIRST FLOOR. Value of Construction: $65,400.00 Fees Collected: $1,856.13 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: III -N Occupancy per IBC: 0008 * *continued on next page ** doc: IBC -10/06 D10 -151 Printed: 07 -23 -2010 City oilTukwila 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 Permit Number: D10 -151 Issue Date: 07/23/2010 Permit Expires On: 01/19/2011 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: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: N Start Time: End Time: Private: Profit: N Private: OV w�__ Public: Non - Profit: N Public: Date:7,2 3-/c) I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the pe ormance of k. I am authorized to sign and obtain this development permit. Signature: X �� � '�L2 " Date: /° `KO 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 -10/06 D10 -151 Printed: 07 -23 -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 PERMIT CONDITIONS Parcel No.: 1023049076 Address: 11521 EAST MARGINAL WY S TUKW Suite No: Tenant: COMPLETE OFFICE Permit Number: D10 -151 Status: ISSUED Applied Date: 06/10/2010 Issue Date: 07/23/2010 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: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: 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. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: 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. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 15: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, doc: Cond -10/06 D10 -151 Printed: 07 -23 -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 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. 16: ** *FIRE DEPARTMENT CONDITIONS * ** 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 19: 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) 20: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas m which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 21: 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) 22: 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) 23: 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) 24: 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) 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 doc: Cond -10/06 D10 -151 Printed: 07 -23 -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 a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 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: 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) 33: 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) 34: All new sprinlder 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 sprinlder work shall commence without approved drawings. (City Ordinance #2050) 35: 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. 36: 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) 37: 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) (IFC 104.2) 38: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 39: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 40: 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. 41: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 42: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of doc: Cond -10/06 D10 -151 Printed: 07 -23 -2010 such condition or violation. • 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 43: 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 -151 Printed: 07 -23 -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 performance of work. Date: 3 —/ D doc: Cond -10/06 D10 -151 Printed: 07 -23 -2010 CITY OF TUKWIO Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www. ci. tukwila. wa. us • Building Permit No., (0 - 1.7 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 King Co Assessor's Tax No.: 102304- 9076 -07 Site Address: 11521 East Marginal Way South Tenant Name: Complete Office Suite Number: Property Owners Name: Rick Israel Floor: New Tenant: ❑ Yes ® ..No Mailing Address: 11521 East Marginal Way South Tukwila City WA 98168 State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: David Kehle Mailing Address: 1916 Bonair Drive SW Day Telephone: (206) 433 -8997 Seattle WA. 98116 E -Mail Address: dkehle @dkehlearch.com City State Fax Number: (206) 246 -8369 Zip GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and as Piping (pg 5)) Company Name: Precision Builders, Inc. Mailing Address: P.O. Box 98609 Des Moines WA 98198 Contact Person: Larry Lee E -Mail Address: precisionbuildersinc@msn.com Contractor Registration Number: PRECIBI15102 City State Zip Day Telephone: (206) 396 -1525 Fax Number: (206) 878 -0967 Expiration Date: 01/19/2011 ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: David Kehle, Architect Mailing Address: 1916 Bonair Drive SW Contact Person: Dave Kehle Seattle WA 98116 E-Mail Address: dkehle @dkehlearch.com City State Day Telephone: (206) 433 -8997 Fax Number: (206) 246 -8369 Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: N/A Mailing Address: Contact Person: E -Mail Address: H:WppGeatiomlForms- nppseatiom On line 2OO9 Applications \I -2009- Permit Appliication.doc Revised: 1 -2009 bh City Day Telephone: Fax Number: State Zip Page 1 of 6 BUILDING PERMIT INFOION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 65,400 Existing Building Valuation: $ Scope of Work (please provide detailed information): Finish off the mezzanine storage area into offices, classroom, with new insulated walls, HVAC (under separated permit) and two new enclosed stairs to first floor. Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers m Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m 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: Wpplicalions\Foims- Applications On Line\2009 Applimtions\1 -2109 - Permit Applicationdoc Revised: 1 -2009 bb Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lgt Floor 16,201 2,618 III -N Sprink. S -1, B 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 0 No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers m Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m 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: Wpplicalions\Foims- Applications On Line\2009 Applimtions\1 -2109 - Permit Applicationdoc Revised: 1 -2009 bb 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 OW R OR RIZED AGENT: Signature: Date: aC 101 VCJ Print Name: David Kehle Day Telephone: (206) 433 -8997 Mailing Address: 1916 Bonair Drive SW Seattle City WA 98168 State Zip Date Application Accepted: / to_ (6 (_\ l /Yn Date Application Expires: 11--- I td Staff Initials: H: Applications\Forms- Applications On Line \2009 Applications \1-2009 - Permit Application.dac Revised: 1 -2009 bh 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.: 1023049076 Permit Number: D10-151 Address: 11521 EAST MARGINAL WY S TUKW Status: ISSUED Suite No: Applied Date: 06/10/2010 Applicant: COMPLETE OFFICE Issue Date: 07/23/2010 Receipt No.: R10 -01864 Payment Amount: $63.00 Initials: LAW Payment Date: 09/20/2010 02:23 PM User ID: 1632 Balance: $0.00 Payee: PRECISION BUILDERS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2953 63.00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 63.00 Total: $63.00 doc: Receiot -06 Printed: 09 -20 -2010 • . r--` 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.: 1023049076 Permit Number: D10-151 Address: 11521 EAST MARGINAL WY S TUKW Status: APPROVED Suite No: Applied Date: 06/10/2010 Applicant: COMPLETE OFFICE Issue Date: Receipt No.: R10 -01398 Payment Amount: $1,126.70 Initials: BLH Payment Date: 07/23/2010 01:08 PM User ID: ADMIN Balance: $0.00 Payee: PRECISION BUILDERS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2723 1,126.70 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,126.70 1,122.20 4.50 PAYMENT RECE,VED doc: Receiot -06 Printed: 07 -23 -2010 N � 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.tulcwila.wa.us RECEIPT Parcel No.: 1023049076 Permit Number: D10-151 Address: 11521 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 06/10/2010 Applicant: COMPLETE OFFICE Issue Date: Receipt No.: R10 -01033 Initials: User ID: Payee: WER 1655 Payment Amount: $729.43 Payment Date: 06/10/2010 03:39 PM Balance: $1,126.70 DAVID KEHLE ARCHITECT TRANSACTION LIST: Type Method Descriptio Amount Payment Check 18898 729.43 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 729.43 Total: $729.43 PAYMENT RECEIVED doc: Receipt -06 Printed: 06 -10 -2010 INSPECTION RECORD INSPECT! N NO. Retain a copy with permit PERMIT NOI" CITY OF TUKWILA BUILDING DIVISION 12" L © 6300 Southcenter Blvd:,- #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 =2451 (206) 431 =3670 Bn6jeGt: -� Type of 1 spectio ` 1 Address: 1t }?-16. Date Called: Special Instructions: Date Wanted: /axle I - LI - 1 f p.m. Requester: Phone y --31 C -153 0 Approved per applicable codes. ElCorrections required.prior to approval $M COMMENTS: 1 IDat�• �r ❑ RE P CTE ION FEE REQUIRE ►. Prior to n4xt inspection, fee .nfust be pal at 6300 Southcenter Blvd.. uite 100. Call to schedule reinspection. rT" o- •8M _ • .• ^C'K.TP.' 11L-3.-v• v. S'®ivAW -.WSGv: eetri T.'4!Y• - . - -. TY • V. • .• •.4L 7R9.). KS!; ip h •1 -•:.. •.7`Tr•.r INSPECTION RECORD Retain a copy with permit INSPECTIO NO. PERMIT NO. CITY OF.TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Ow -151 Project: r�i E.. or -c-e Type of Inspection: 6-6, AA. A .6/t4 A ress: t iii &I VA,A16.114—) Date Called: + 11 l Special Instructions: ✓ P-1,tak+ Date Wanted: a.m. Requester: Phone No: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: p gduitt_ - -,,r 0 ,..E r 1 a,a +$ J + + 11 l t -1 s�►�, ✓ ✓ P-1,tak+ , . .fe • • M v • Inspect D Date — •.- 7 JJ V FE R VV�� RIIN PECTIO F a Id t 6300 Southcenter MI_ .. Suite 10, .Call to schedule --• inspection. } 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION IL 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Q1A- • ill O -- /J Pro'ect: .., Type of Inspection: - (dr`ess`y: { /�j.// I Date Called: Special Instructions: ,, Date Wanted: 8- -3 - -I . m. Requester: -, Phone No: 7 ( -3447 - 16- 2 Approved per applicable codes.- LJ Corrections required prior to approval. COMMENTS: 1- r -, r r i . 1 ti Spector: Date: PECTION FEE REQUIED. Prior to next inspection, fee must be p- I . at 6300 Southcenter Blvd.. Suit= 100. Call to schedule reinspection. vd, • ar.•.p •.r • ro+■s•:- za++- ar•a -•• - ^sx +: ..rw • ...girar".d+ Ks.. y • P INSPECTION NO. _INSPECTION RECORD • Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro'ect: � 4 /) (1 O GP Type of I , spection: , I `A to Address: n 52 I k, A Ay iAl Date Called: Special Instructions: Date Wanted: _ o a. m. Requester: Phon No: % (a ^3c((a -IS3'J DApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: (3, a. eio ,.--.7", avint,Je— AQW -a.1,AN. M'%1/4.11 S `0/11,k k s-I Ai .f- 0 Insp tor: L Date: 1 q-1() ❑ 60.00 REINSPECTION FEE EQUIRED. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receiilt No.: Date: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Di 0 1-51 /0 _' l v = PERMIT NUMBERS CITY OF ¢TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: / C� l4 le ��e� f' Type of Inspection: ;t.c ciNA-L 0.- - c PChvoL.�. J -c Address. r I 1 Suite #: EM W S Pre -Fire: - Co ct Person: I\ "CAI Permits: a J _ f Special Instructions: tl Ph ne .: 6 - 3/6 - /5-.a . Approved per applicable codes. Corrections required prior to approval. COMMENTS: .car - aid4 L SP- Ouvet. - v & Needs Shift Inspection: 4V Sprinklers: f' Fire Alarm: _ jr Hood & Du ct: itl Monitor: kihA. ft-IA-AAA. Pre -Fire: - Permits: a J _ Occupancy type: 3 Inspector: ,Qn .. ,,_ • I Date: //, z /'i Hrs.: $80.00 REINSPECTION FEE REQUIRED. Y u iII receive an invoice from e City of Tukwila Finance Department. Call to sch' ule a renspection. ' Word /Inspection Record For"m.Doc 1/13/06 T.F.D. Form F.P. 113 2-7 ATIeuy n w ?+ 4 s: 4.»i : % . ws F — ;14 w2Sr;;attR.r;.i -.F fil'iYGii1":• „F.e 3x��6Yti =ems+.: Ire +Ynvk 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: O1 C � Type of In pecti : Ieliek /cam/5L5P `cd.iih Contact Person: Address: 1 /S�"a. i E44 w s. Suite # :. Special Instructions: , Phone No.: 11 Approved per applicable codes. corrections required prior to approval. COMMENTS: Sprinklers: • Fire Alarm: Hood & Duct: PA I _ I, So y 44 s5 - -�s - , -,—u, ,114 f.,_ �a6s7. c — Ne KI N)o)k. S�' --- --i- ;� AT 4 6 . giji -_.. : i 1, .s ....r. vim. --- hrAr►. .: .. -... it New . c -/ 1 -r i #1 j 6.1144sP4 S e!sr► .e.. hidkc,, I .er __ t..�vA.1c i47- . i \i, ---o ,eL - .: .._ Needs Shift Inspection: Sprinklers: • Fire Alarm: Hood & Duct: Monitor: 'Pre -Fire: Permits: Occupancy Type: Inspector: Ai ---,72.4 a.._. Date: ;x'07. - /,f .lira.: it n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record FormQD9c 1/13/06 T.F.D. Form F.P. 113 tt z/44.57 CT ''ENGINEERING. INC. FILE COPY Permit No. 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285- 4512(V) (206) 285- 0618(F) rhudson@ctengineering.com ctengineering.com STRUCTURAL DETAILS AND CALCULATIONS Structural Engineers Suspended Wall at Complete Office TI Architect: David Kehle General Contractor: Precision Builders Inc. R bo tsl REVIEWED FOR CODE COMPLIANCE APPRfVED SEP 1 b 2010 City of Tukwila BUILDING DIVISION ECEIVED SEP 15 2010 PE IT CENTER 1:) T1 ROOF FR iritn w COmpLETE QPF,UE 3utp4N tJAL. -«— j0 Project: oo (r(1 e 1, iT Qg. N OE-0 A4/l. Date: U :o 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512 FAX: Client: Page Number: (206) 285 -0618 s IZ 6 ki) 5T-v0 1 a 4)e vs? 41- 10 X (�2� 5642.,,sios rat STu cos e Rot i5T1�� 'oS(2 JDEc G L.C9 LS) u 2x (Z Ft 12._ N AILED To r JOIST-- eft , S,oE cAri 6 `i P5 u w wpm, g o fer-p OWE, Fez E LU 14 -tit, To eDvsPt�NOFD C4 LI N Structural Engineers • Project: Client: Date: Page Number: 5 3 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285 -4512 FAX: (206) 285 -0618 d-P0. I.UAr\-CA:,J WCQ.QC de1' 125 54Gk ia Corr 12DA -rr , c4A1' 0)(15.7) (15.7) = 2.1 23.1 1,0 it A 1.. ' X41 —(7tr -- 61 1 3 2."."1 u.J - ,(‘'it' i2 ) C �3,1")1" 7-2-2-41° 8� Dip t i+QV 61 Structural Engineers iv r CT E N G I N E E R I N G Structural Engineers PLLC Stair Details and Calculations Complete Office Solutions TI Architect David Kehle CORRECTION 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512(V) (206) 285- 0618(F) teaton@ctengineering.com REVIEWED MT-- CODE COMPLIANCE APPROVE JUL 16 2010 City of Tukwila ILDING DIVI,SIn , 1.x..20 NAL EXPIRES: 7/27 bIOI 51 (1 RECEIVED JUL 12 2010 PERMIT CENTER Project: lam 'S (v+ o n S (' Date: 7/zIto Client: Page Number: t 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512 FAX: (206) 285 -0618 N1*-K_ - 4 wood s# r c1,19-1-01( S 1- 2 wood <Zil r take t ( 3 - r , �At2 cm' N)662.5 2 - )/z iO Ex Qfl 1∎) 1( 4 FOO VTh. et. -2)-2 1- A-S2 5- S2 ex 5T, 1 e)tl TJ ` 2x(o (C�il 4 2-7x12 z x 1rZ NG Zx$ 1E-s t,L w ooD 3-1-Ati2 L.O&R FLAo • 2.)4. Lunn m N I Im u Structural Engineers Eroject: Client: � l rrvp `4 L (Ai Lra s cD- 4 -c,i >s Date: 7 I2 (2osL Page Number: 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285 -4512 FAX: (206) 285-0618 SE oN A /s2 o tJ [ (S Z RQ►nnoi GW5 Wt L 5-b S Intl 4'2.5 SIDS 1 NFw -2 -2 H-DR.. 12, EAA-12— oar v... (a S j v E. 1-)c-(L) t,u -Lk. '2'2- CuT our S- rfkit'z 5 -Ki N o 2 xg. rn -ctC of 2 - 2x1 O L£0 Cfla- 5cg&Ai FA Zx1 o 6 IYl Ipso dv S ,05 14 x Cap` °(c., STri-00 t2 ) N ate- TO ? Structural Engineers Project: O I a.- N t d l u u-ti, rs Client: Date: Page Number: 53 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285 -4512 FAX: (206) 285 -0618 �r� -nom Gl53 41g°' F LW N DI 04...v 2 x 1/.--5-mvz i , lc? tit sx7 ec, ii 50e) Lioo 2. Iiii 1 1 - bd a ft•W 4CoC tco 1-526 4N(Pg- 4-x4 17051 -'Z -2 >44 II1 vJI���- Slmpso "eSik4 1/2 "<15 rzxrAPS,,oN ISO v� V-01 bci•Q rri N Structural Engineers Project: COMple2, O `r6— SP) u +L07 S br.S Date: 1 )2 Client: Page Number: I0 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285 -4512 FAX: (206) 285 -0618 Structural Engineers Project: Y CQ ISL._ I N C. Client: Date: / /160 Page Number :604Cr t 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285 -4512 FAX: (206) 285-0618 Woo() 5T451(12- “; 'Li (t) L. S' - L►1-NDi ub �-- Ti 5r 1Q ur ■ -243 3 -Z) Vn- .% 'b -.q5 v - - 2 . 7 , ‹ : 105 dk Ure 3 -2 X$ L6.v0..ww _f eq." 261 -`, Trove 2- 2x I � � ^ \ ► . i l SAS 1 4 r . 3 �. e, 2 K 3y 0 > c,00 w =) 3 5C 1i�' 055k -1° Structural Engineers roject: C�( 4 e C x.52 V, � C 1 So1u +L rn5 Date: 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285 -4512 Client: Page Number: C (206) 285 -0618 FAX: 5.J\) S l rVer S w - Cleo C ,s1) = 0,40 I X05 c-vr, sla 13-- — ( 214 ,r F p e_ t aiA, d, n 1 1 14' 2-31< ( -2 )Z 2 A o x-5 r set /P. Structural Engineers NVld WVIS 0 • 0 • (-4 1 1 1 1 I 1 II 1 I 1 . I II I I co I I 1 I I I w L FAIRWAY ORNAMENTAL IRON, INC. 1144 THORNE RD. Tacoma WA 98421 (253) 572 -5363 FAX: (253) 572 -5403 www.falrwayoi.com SENT FOR APPROVAL DATE: .,(.w SENT TO FABRICATION -- -DATE: ..«.« RILE STNR DEUVER TO JOB--------DATE: JOB GRAM BY KAC NOTES: LOCATOR COMPLETE OFFICE SOLUTIONS CONTR. PRECISION BUILDERS OAT! 6 /6 /10 REV Beo scut SEE DET. JOB N0. ocoon BC Rmsi BLACK PRIMER SHEET NUMBER P1 Project: ks4_, C: t..' " 5# L �4r r Client: Date: Page Number: CaPC, 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285 -4512 FAX: (206) 285-0618 Structural Engineers - 4+b Pefige NV1d }IId1S O I• a A . PlanVED JUL 16 21110 CityofT -- DING Divisi m .a■ b10 - 151 N • RECD- JUN 1( PERMIT C AIRWAY SENT FOR APPROVAL. --- -GATE: SPIT TO FARRICAflON -- .GATE: .««.. tilt[ STAIR D ELIVER TO JOR.-------- -DATE: «.1•414 LOEI ORAtN In KAC N OTES: IODAIN CORER. PRECISION BUILDERS DATE 4/8/10 REV SCALE SEE DET. EX NO CHECKED RR FRESH BUCK PRIMER SHEET NUMBER P1 IVED 2010 ENTER O ELEVATION EBVEP JUN 10 2010 P `: ` TCENTER Al RWAY ORNAMENTAL IRO INC. 1144 MORE RA. T TYA 98421 6T 518886 Lle VA 572 -9483 SENT FOR APPROVAL ---- -DATE: SENT TO FABRICATION --- -OATS: fm[ STAIR DELIVER TO JOB-- . ---- -- •DATE: NOTES: UICA1 1 COMPLETE OFFICE SOLUTIONS Caro. PRECISION BUILDERS 055551 5Y KAC n.a 6/6/10 SEE DEE A:6 Nn ONZKE1 an BUCK PRIEER SHEET NUMBER E1 1r so. T.S. TOP & POSTS hR. YOnx1Sp' Bp�Oy IYP. i'SO.T.S. PN�TS 1YP. (10) 0 89r Van' CCNOMDN FOR ATTACHMENT 8'-A• (11) 0 6.91• Ir SID P1PE H/R TIP. O ELEVATION IO•x T2'z r PIT. w/ (4) FRIDGE M NRs TIP. NTS AIRWAY ORNAMENTAL IRON. INC. SENT FOR APPROVAL -- -OATS: SENT TO FABRICATION - -OATS: DEUVER TO JOB-------DATE: NOTES: COMPLETE OFFICE SOLUTIONS ECEI V ED JUN 10 2011 TCENTER BY KAC s /e /10 SCALg SEE DET. SHEET NUMBER E2 2006 Washin on State Nonresidential Ener_ Code Com.liance Form Interior Lighting; Summary 2008 W` pington State Nonresidential Energy Code Compliance Farts LTG -INT Droject Info Project Address ( 1 p I t O r i l a Date ffa l (0) IO 1 l 901 65-r 1- iD e4 W61. \\II9Li For Building Department Use - -" ° � k ` _ a �' �0®p �e Ill 1-1- Applicant Name: a III ftI t LE i i>474-1 Applicant Address: 11%9 EtI�t6t Pt9 t 4_ 4� Ifs f4�1Vlti "r4l Applicant Phone:/ &_ 33 , M n — Zi (nib Project Description ❑ New Building ❑ Addition -Alteration ❑ Plans Induded Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 'Prescriptive O 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 Ill 1-1- ( [ce j 21 test Zi (nib I. RFVIFWrf (`ffFF rnM FOR Mpf i aikl('f " From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts /t oh Proposed Lighting Wattage Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed M -/ I -1 5 t, /x4 two. tgleitztemz Bilks Vi f9t. 2 • *2_,._ I. RFVIFWrf (`ffFF rnM FOR Mpf i aikl('f ! cv,,e-p0 @ \ /cr! JLJt_ 1 1 /c,. i City of BUILDING ThImila DIVIkInb' Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Se -- 7. ---- Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (If Included). For track lighting, list the length of the track (in feet) in addition to the fixture, 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/Fbdure blank. il „ 6 w i wevirtv Pt'ot Duo- 151 RECEIVED JUN 10 2010 PERMIT CENTER 2006 Washin.ton State Nonresidential Energy Code Compliance Form Interior Lighting Summary (back): 2006 Njhington State Nonresidential Energy Code Compliance Forms LTG -INT Revised July 2007 • Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers 'they Qualification Checklist Note: if occupancy type is "Other' and fixture 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 or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T-8 lamps, and d) hard-wired elec- tonic 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. -7 Ut11L Llghtltlg Power Allowance Use' LPA � (W /st) Use' LPA'(W/sf) 1.0 Automotive facility 0.9 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools 3 hospitals, institutions, museums, banks, churches) 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/bars5 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 hair•` 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 1.2 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 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 less 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 wlft2 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. 2006 Washington State Nonresidential Energy Code Compliance Form Envelope Summary Climate Zone 1 ENV -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2001 Project Info Project Address lbl` P L 6.1fflCe Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing Date ete 110 Concrete/Masonry Option ' 1_ tvoi- noectikaL For Building Department Use ^... k, „.• Below Grade Walls Applicant Name: I C% litthe , Applicant Address: Y� GAY ^ Applicant Phone: / _33 r�j el 4 (Project Description ❑ New Building ❑ Addition Alteration ❑ Change of Use Compliance Option 0 Prescriptive Q Component Performance (See Decision Flowchart (over) for qualifications) ❑ Seattle EnvStd 0 Systems Analysis Space Heat Type 0 Electric resistance ' , All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing T X 100 = Concrete/Masonry Option O yes Check here if using this option and if project meets all requirements for the ConcretelMasonry fg, no Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. Q yes Check here if using semi - heated path and if project meets all requirements for semi- heated spaces Semi-Heated Path no as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement Is reduced (2006 change). Only available in prescriptive path. Envelope Requirements (enter values as applicable) Minimum Insulation R- values Roofs Over Attic All Other Roofs Opaque Walls' Below Grade Walls Floors Over Unconditioned Space Slabs -on -Grade Radiant Floors Maximum U- factors Opaque Doors Vertical Glazing Overhead Glazing Maximum SHGC (or SC) Vertical /Overhead Glazing 1. Assemblies with metal framing must comply with overall U- factors Notes: Opaque Concrete /Masonry Wall Requirements Wall Maximum U- factor is 0.15 (R5.7 continuous ins) CMU block walls with insulated cores comply If project qualifies for Concrete /Masonry Option, list walls with HC 2 9.0 Btu/ft2°F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 10 -9 in the Code. Wall Description U- factor (including insulation R -value & position) CE RECEIVED JUN 10 2010 PERMIT CENTER 2006 Washington State Nonresidential Energy Code Compliance Form Envelope Summary (back) Climate Zone 1 ENV -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining building envelope requirements, the following two categories comprise all space heating types: Other. All other space heating systems inctuding gas, solid fuel, oil, and propane space heating systems and those systems listed In the exception to electric resistance. (continued at right) Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system including baseboard, radiant, and forced air units where the total electric resistance heat capacity exceeds 1.0 We of the gross conditioned floor area Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems. All Insulation Installed? Below Grd Wall (ext) Below Grd Wall (oth) Roof Over Attic All Other Roof Raised Floor Slab -On -Grade Radiant Floor Opaque Door R -10 R -19 R -30 R -21 R -19 R -10 R -10 U -0.60 Yes AG Mass Wall Insulation Req. Mass Wall U0.15 /R5.7ci CMU Block Ins. Cores Wood Frame R19 Metal Framed R19 Lye No Yes All Insulation Installed? Below Grd Wall (ext) Below Grd Wall (oth) Roof Over Attic At Other Roof Raised Floor Slab -On -Grade Radiant Floor Opaque Door Wood Metal R -10 R -10 R -19 U -0.062 R -38 0 -0.031 R-30 U -0.034 R-30 0 -0.029 R -10 R -10 R -10 R -10 U -0.60 U -0.60 Yes Glazing Criteria Met? Glazing Vert OH Area % UVal UVaI SHGC 0-30% 0.55 0.70 0.45 30-45% 0.45 0.60 0.40 >45% Not Allowed No Yes Glazing Criteria Met? Glazing Vert OH Area % UVat UVaI SHGC 0-30% 0.40 0.80 0.40 >30 Not Allowed Yes Prescriptive Path Allowed Yes ♦ AG Mass Wall Insulation Req. Mass Wall U0.15/R5.7ci CMU Block Ins. Cores Wood Frame R19 Metal Framed U0.062 No Yes fJ Component Performance, Systems Analysis, or EnvStd Required Concrete/Masonry Option* Wall Heat Capacity (HC) Assembly Description Assy.Tag HC" Area (sf) HC x Area Totals Area weighted HC: divide total of (HC x area) by Total Area if the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 1009. 2006 Washington State Nonresidential Energy Code Compliance Form 0 2006 Washington State Nonresidential Energy Code Compliance Forms Climate Zone 1 ENV -SHGC Revised July 2007 Glazing List components by assembly ID & page # Proposed SHGC SHGC* x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A Tar a ID: EX, ILisulg'(•eo ID: ID: ID: ID: ID: oak, --L 121 4''s 552- 24,1 - Glazing % Electric Resist. Other Heating 0-30% 0.4 0.45 >30-45% not allowed 0.4 Totals' "Note: Manufacturer's SC may be used in lieu of SHGC. t r7 ' I Totals' *Z e ,n J For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE: Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed in Table 13-1, then this calculation must be submitted Use the resulting areas In the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterlor Wall Area Proposed Areas: Numbered values are used In calculations below. Roofs over Attics Other Roofs Walls OG= OG= VG= iIC X Roofs over Attics Other Roofs Walls Max Glazing Area (Table 13 -1) T 100 Maximum Target Glazing Area Target OG Area In Roofs over Attics Target OG Area In Other Roofs Max OG Remaining 0 lesser Pro sad O a ue Area Proposed OG Area 0 lesser Target 00 Area Note: OG = overhead glazing VG = vertical glazing Target VG Area Ta et O a ue Area F..1 Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area 1 I +I I — I 1 = 1 I Note: If there Is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. For Target OG'a, the lesser values are used both here and below. ITarget Areas OK I Target values In shaded boxes are used In the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used In the applicable Target SHGC calculations above. 2006 Washington State Nonresidential Ener Code Com • Hance Form Envelope UA Calculations Climate Zone 1 2006 Washington State Nonresidential Energy Code Compliance Forms ENV -UA Revised .iuN 2007 Project Address I aS-r vueti,Wii,44 to Date f I to 1 0 Space Heat Type 0 Electric resistance GY/All other For Building Department Use Glazing Area as % gross exterior wall area ; Pro l Max.Ta et Max.Target Concrete/Masonry Option 0 Yes 0 No Notes: If glazing area exceeds maximum allowed In Table, then calculate adjusted areas on back (over). Building Component List components by assembly ID & page # Proposed UA U- factor x Area (A) = UA (U x A) Target UA U- factor x Area (A) = UA (U x A) I1 > a U= Plan ID: jt( 11,60,0 1.0 U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: ? O 2 Z ?(O 0,s5 L So Glazing % Electric Resist Other Heating 0-30% 0.40 0.55 >30 -45% see note above 0.45 IOverhead Glazing I Over Attics U= Plan ID: U= Plan ID: t 11A U= Plan ID: �J U= Plan ID: Glazing % Electric Resist Other Heating 0-30% 0.6 0.7 >30 -45% see note above 0.6 Oth.Roofs U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: 0 $ O 0 U= Plan ID: U= Plan ID: NIA, U= Plan ID: Electric Resist. Other Heating 0.60 0.60 3 A i ° R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.031 0.036. ai.� O $ m$ R= Iq PIan ID: R= Plan ID: R= Plan ID: 6, D4- 2(0 lb to 0,04(o 21,lh g Electric Resist Other Heating 0.034 0.046 3 v 0 R= rl Plan ID: FUP.R. R= yi Plan ID: g'('I6 t p li_; rI R= Plan ID: (p" R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: "Note: sum of Target Areas here should equal fj'Olt"! CO 4,201 h,b 1 Li q 1 "J p�j j� I �� r 2,-1, t,. IO I,19 ', +►• `� 114' �-- Target Opaque Wall Area (see back) Electric Resist. Other Heating Frame -Wd 0.062 0.062 Frame -Mtl 0.062 0.109. Mass Wall'+ 0.15 0.15 ++ see mass wall Criteria Le $ O 3 R= Plan ID: R. Plan ID: 14/4k R. Plan ID: Note: if insulated to levels required for opaque walls, list above with opaque walls Electric Resist. Other Heating Int Ins 0.062 0.062 Ext Ins 0.07 0.07 n .. 1 3 A l R= Plan ID: R= Plan ID: RI 41. R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.029 0.058 a a 5 O1 a R= Plan ID: R= Plan ID: t' R= Plan ID: f I R= Plan ID: _ Electric Resist Other Heating F =0.54 F=0.54 (see Table 13-1 for radiant floor values) 'For CMU walls, indicate core insulation material. Totals' /_ igv 6W- Totals' &7 I 1 o comply: roposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. 2006 Washington State Nonresidential Energy Code Compliance Form Building Permit Plans Checklist ; ENV -CHK 2006 Washington State Nonresidential Energy Code Compliance Farms Revised July 2007 "Project Address 1 191 0261- 1100-CiAtblf & rate 002 I' to I to The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability I Code (yes, no, n.a.) Section ,Component 'Information Required Location I on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans 11 allowed Y 1302 Space heat type: If "Other", indicate on plans that electric resistance heat is not allowed 1.'1 ^Y /4/16C 1310.2 Semi- heated spaces Semi- heated spaces identified on plans if allowed 1311 Insulation q1311.1 I Insul. Installation Indicate densities and clearances Z L. I 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if save vents installed; Indicate face stapling of faced batts r' -r - (1' 1311.3 Wall insulation Indicate R -value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess: Indicate heat capacity of masonry walls if masonry option is used F73; T-2- li/ I c 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with sur face; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents WA 1311.5 Slab-on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends dawn vertically 24" from top; Indicate above grade exterior insulation Is protected Olt), 1311.8 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 38" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where reg'd. by Official 1 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area I '{ I 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low-e coatings, gas fillings -r-z. Ycoefficient 1312.2 SHGC & SC _ Indicate glazing solar heat gain coefficient or shading on glazing schedule (provide area - weighted calculations as necessary) TA 1313 Moisture control ' Y1313.1 Vapor retarders Indicate vapor retarders on warm side .1 Z , LII /k iV rC 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate vap. retard. with sealed seams for non -wood struc. _I Li 1313.3 Wall vapor retarder Indicate vapor retarder on wall section F'� t11 Pc 1313.4 Floor vapor retarder indicate vapor retarder on floor section Witt itt 1313.5 Crawl space vap. ret. Indicate six mil black polyethylene overlapped 12" on ground 1314 Air leakage f (l'Ig1 ik 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping 1314.2 Glazing/door sealing Indicate weatherstripping 1314.3 Assemb. as ducts indicate sealing, caulking and gasketing 1314.4 Recessed Ughting Fixtun Indicate IC rating, ASTM E283 certification, and gasketing or caulking to ceiling PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary no to shown for any question, provide explanation: 2006 Washin ton State Nonresidential Ene t Code Com • Iiance Form Building Permit Plans Checklist ENV -CHK 2008 Washington State Nonresidential Energy Code Compliance Fortes Revised July 2007 Envelope - General Requirement 1311 Insulation 1311.1 Installation Requirements: All insulation materials shall be installed according to the manufacturer's instructions to achieve proper denslties, maintain clearances and maintain uniform R- values. To the maximum extent possible, insulation shall extend over the full component area to the intended R- value. 1311.2 Roof / Ceiling Insulation: Open -blown or poured loose -fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3/12 and there is at least 30 inches of clear distance from the top of the bottom chord of the truss or ceiling Joist to the underside of the sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Where lighting fixtures are recessed into a suspended or exposed grid ceiling, the roof /ceiling assembly shall be insulated in a location other than directly on the suspended ceiling. EXCEPTION: Type IC rated recessed lighting fixtures. Where installed in wood framing, faced batt insulation shall be face stapled. 1311.3 Wall insulation: Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. When installed in wood framing, faced batt insulation shall be face stapled. Above grade exterior insulation shall be protected. 1311.4 Floor Insulation: Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is not more than 24 inches on center. Installed insulation shall not block the airflow through foundation vents. 1911.5 Slab -On -Grade Floor: Slab -on -grade insulation installed inside the foundation wall shall extend downward from the top of the slab a minimum distance of 24 inches or to the top of the footing, whichever is less. Insulation installed outside the foundation shall extend downward a minimum of 24 inches or to the frost line, whichever is greater. Above grade insulation shall be protected. EXCEPTION: For monolithic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing. 1311.6 Radiant Floors (on or below grade): Slab -on- grade insulation shall extend downward from the top of the slab a minimum distance of 36 inches or downward to the top of the footing and horizontal for an aggregate of not less than 36 inches. If required by the building official where soil conditions warrant such insulation, the entire area of a radiant floor shall be thermally isolated from the soil. Where a soil gas control system is provided below the radiant floor, which results in increased convective flow below the radiant floor, the radiant floor shall be thermally isolated from the sub - floor gravel layer. 1312 Glazing and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U- Factors: U- factors for glazing and doors shall be determined, certified and labeled in accordance with Standard RS -31 by a certified independent agency licensed by the National Fenestration Rating Council (NFRC). Compliance shall be based on the Residential or the Nonresidential Model Size. Product samples used for U- factor determinations shall be production line units or representative of units as purchased by the consumer or contractor. Unlabeled glazing and doors shall be assigned the default U -factor in Table 10-6. 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Solar Heat Gain Coefficient (SHGC), shall be determined, certified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certified, independent agency, licensed by the NFRC. EXCEPTION: Shading coefficients (SC) shall be an acceptable altemate for compliance with solar heat gain coefficient requirements. Shading coefficients for glazing shall be taken from Chapter 31 of Standard RS-1 or from the manufacturer's test data. 1313 Moisture Control 1313.1 Vapor Retarders: Vapor retarders shall be installed on the warm side (in winter) of insulation as required by this section. EXCEPTION: Vapor retarder installed with not more than 1/3 of the nominal R -value between it and the conditioned space. 1313.2 Roof /Ceiling Assemblies: Roof /ceiling assemblies where the ventilation space above the insulation is less than an average of 12 inches shall be provided with a vapor retarder. (For enclosed attics and enclosed rafter spaces, see Section 1203.2 of the International Building Code.) Roof /ceiling assemblies without a vented airspace, allowed only where neither the roof deck nor the roof structure are made of wood, shall provide a continuous vapor retarder with taped seams. EXCEPTION: Vapor retarders need not be provided where all of the insulation is installed between the roof membrane and the structural roof deck. 1313.3 Walls: Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.4 Floors: Floors separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.5 Crawlspaces: A ground cover of six mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawlspaces. The ground cover shall be overlapped 12 inches minimum at the joints and shall extend to the foundation wall. EXCEPTION: The ground cover may be omitted in crawl spaces if the crawlspace has a concrete slab floor with a minimum thickness of 3-1/2 inches. 1314 Air Leakage 1314.1 Building Envelope: The requirements of this section shall apply to building elements separating conditioned from unconditioned spaces. Exterior Joints around windows and door frames, openings between walls and foundation, between walls and roof and wall panels; openings at penetrations of utility services through walls, floors and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed or weatherstripped to limit air leakage. 1314.2 Glazing and Doors: Doors and operable glazing separating conditioned from unconditioned space shall be weatherstripped. Fixed windows shall be tight fitting with glass retained by stops with sealant or caulking all around. EXCEPTION: Openings that are required to be fire resistant. 1314.3 Building Assemblies Used as Ducts or Plenums: Building assemblies used as ducts or plenums shall be sealed, caulked and gasketed to limit air leakage. 1314.4 Recessed Lighting Fixtures: When installed in the building envelope, recessed lighting fixtures shall by Type IC rated, and certified under ASTM E283 to have no more than 2.0 cfm air movement from the conditioned space to the ceiling cavi . The lighting fixture shall be tested at 75 Pascals or 1.57 lb pressure difference and have a label attached, showing compliance with this test method. Recessed lighting fixtures shall be installed with a gasket or caulk between the fixture and ceiling to prevent air leakage. ,car: . Penn" - •. uP .,: • • o•:.: c431t; .•. • . - .. .• •. • :,.. • 4 - SID -• M •. • • Elemenl:j494 /TILr-u; • SKETCH OF ELEMENT • - { Vote: Make copies 911Ms form tor* ery building element. • Framing Ratio (if applicable) . • t?> - Ybp,g - REVIEWED F•� CODE COMPLIANCE R APP OVED JUL 16 2010 -Material Thickness Inches 11/In Thickness ! S flue SWtel I nifit LL__ • ■ • . . Summation R Values . . U 1/R 0106169 U VL?Je for Element (Avg.) _ Area at Element' _ Area•of Element Is net wee after openings such as doors. windows and skylights have been subtracted. Duo - tsl ECEIVED. ED. : JUN 10 2010 PERPAITGENTER thornent: 56ECta 11.)141., SKETCH OF ELEMENT Nob: NA. Dopes of thls form forob;•ry bullttng elorneet. falling Ratio (If applicable) • ' 1Matertat ' Thickness Inches 111/In Thickness e Value Solid IA value Chit/ feiteetri ....., ferriKU ' CP° 41.t,e7 ..... love bto. . ..(pl • • . . . . . • - . Suinmation lit Values . A it, 44, ri.#11,b,s . . 1.1 se 1/1q 0•041 ' ' U Veue for Element (Avg.) sr kee DI tit:nerd' st • • lEiernent is net area after openings such as doors, winders-is and ikititsts heros been subtracted. t:o ‘• S' 1 RECEIVED JUN 10 2010 PERMIT CENTER • • • ENVELOPE U -VALUE WORKSHEET Element: fta,48stese. �,, SKETCH OF ELEMENT Note: Make copies of this form for every building element. Framing Ratio (I( applicable)_- • 1� (Q' 0- M 1011Le10iJ Nom ftP)PMR wf C11• -Material luo.ct di? Fl LM Thickness (Inches) R -Value per Inch R•Velue Solid •Vcv R•Value Cavity Sum of R- Values U = 1/R Framing Ratio Solid U•Value x Fleming Ratio U - 1/R 1 • Framing Ratio CovityUl-Value '0 (1 - framing Ratio) 0.87 Sum of Adjusted U•Velues (a + b) • Artee of Element • - Netroroe elter openings such es doors, windows, end skylights have been subtracted - RECEIVED- JUN 102010 PERMITCEF Da -psi Element • 8KETOHIOPELEMENT Note: Ma1Se;copleekoflthis formifor•everybullding element. 19:11aai: 111E1111991112111991911101111111117111110119099011 Framidng • Ratio. (411 applicable) 011 iW u4 }s [tow tl tb AIR "Pk Gj•g? 4`1(ICA. GEIt.IN4 r t • r Material Thickness Inches R /In Thickness R Value Solid R value Cavity littNn ✓.k h:6r1 01 (0.1 Fie 11.. •.87 _ - • llosCV avo 0.112 1..0 3 ( /iii. 0.11 . 1, 1! LI.OD! 0. 42.- 1•0114 112. KUM 0.01 APLAor At_avi G,eItdNC -iit - -q 14 ../...%. . I. VI . • . Summation R Values // I �� . • Us1/R O•D U Value for Element (Avg.) a O' Area of•Element* as Area of Element Is net area after openings such as doors, windows and skylights have been subtracted. ECBVE JUN 10 2010 IsiblO% Uri=.`.,.., CENTER 11 l• atm. 61H Cam/ \qloctaY X Cv': I -fee 6.7,5 11-14. o , 4,sr - .- 4I ' . 7'1 U n. 1 V,,. - TU D 611 $i fl I y 1 bo X 13' -b } 10 1.41 1,11...c,1 : 2 /to I tucti ' S /%L i i f e. 1 kot. rap 71 1 $ JUN 10 2010 111 I'`' ! PR pi • kehle d archtectl June 28, 2010 City of Tukwila 6200 Southcenter Blvd. Suite 100 Tukwila, Washington 98188 Attn: Mr. Allen Johannessen • Re: Complete Office D10-051 Dear Allen, I am in receipt of your comment letter dated June 21, received June 26th with two comments. The following address those comments: 1. Window Schedule: I have added a window schedule with 1/4" safety glazing in wood frames (Sheet T-4). 2. Stair Framing and Connections: I have added notes etc. to the stair sections. (Sheet T-4). I also have a note from the original structural engineer for the building regarding slab capacity. I trust this will adequately answer your concerns. If you have additional questions or comments, please call. David Kehle Enclosure: New sets with T -2 & T-4 revised CORRECTION LTR# Revision Form 0933 /citylet6 -28-10 1916 Bonair Drive S.W. Seattle, WA 98116 N0-151 RECEIVED JUL 12 2010 PERMIT CENTER (206) 433 -8997 fax (206) 246 -8369 email: dkehle @dkehlearch.com June 23, 2010 • Cityofrukvila 1 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director David Kehle 1916 Bonair Dr SW Seattle, WA 98116 RE: Correction Letter #1 Development Permit Application Number D10 -151 Complete Office —11521 East Marginal Wy S Dear Mr. Kehle, 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, ifer Marshall it Technician enc File No. D10 -151 W:\Permit Center \Correction Letters \2010\D10 -151 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: June 21, 2010 Project Name: Complete Office Permit #: D10 -151 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide a window schedule or specific notes for the new windows (A) & (13). 2. Provide additional framing details for the new stairway specifying the method of attaching the stair framing to the upper landing and mid landing including specifications of all supporting members. Verify the concrete slab via engineers analysis or similar, where the stairs supporting members or post are placed, to show the slab sufficient for all combined loads or point loads of the stair system; particularly the metal stair system. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. �.t 7 copy PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: 010 -151 DATE: 09 -14 -10 PROJECT NAME: COMPLETE OFFICE SITE ADDRESS: 11521 EAST MARGINAL WY S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: 40-ding I din DI sion D N�- �ubiic Works 4w\ /,4- q— �-ro N/A- Ire Prevention Inning Division Structural Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete IsZ Incomplete Comments: DUE DATE: 09 -16 -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: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved IX" Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 10-14 -10 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • PE PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -151 DATE: 07 -12 -10 PROJECT NAME: COMPLETE OFFICE SITE ADDRESS: 11521 EAST MARGINAL WY S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: ff� Buii'ding'Div� ion Public Works Fire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -13 -10 Complete Incomplete n Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROWTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 08 -10 -10 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • • PE a 1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -151 DATE: 06 -10 -10 PROJECT NAME: COMPLETE OFFICE SITE ADDRESS: 11521 EAST MARGINAL WY S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS_ VO ui ding Division **I W/ T �- u lic WO MS Aw141( Atst. •kt' Fire Prevention Structural &vt Planning ivision Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 06-15-10 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07 -13 -10 Approved ❑ Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 1' 1/ Departments issued corrections: Bldg i1 Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PROJECT NAME: C (,1Mpl\,te ©- i ( Q SITE ADDRESS: \l5 4.0 1Au•- riti,,4 U►„‘ S • PERMIT NO: Its I ` I S ORIGINAL ISSUE DATE: 1-,)_1--1,0 REVISION LOG REVISION NO. DATE'RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS -14-1 D Pr :Dot PO iv X Summary of Revision: ,,, ..,1 S4 -&,Ar ' 1 avi (A,..)r,Lw ,v( e (AL. �-ov- . S v %,$.2 & S� X 11 Received by: / ,,,, REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF .INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: h#p; //www.ci,tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: September 9, 2010 Plan Check/Permit Number: D10 -151 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # O Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Complete Office Project Address: 11521 East Marginal Way South Contact Person: David Kehle Phone Number: (206) 433 -8997 Summary of Revision: Owner is changing stair #1 and structural calculations for suspended wall. &TV OF TUKWILA x.1.4 2010 Milt CENTEP Sheet Number(s): T -1, T -2 & T-4 "Cloud" or highlight all areas of revision including date o revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on ' I - (1 -t 0 HAApplicationaWornss •Applications On Line \2010 Applic tioml7 -2010 - Revision Submittal.doc Created: 8-13 -2004 Revised: 7 -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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D10-151 ❑ 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: Complete Office Project Address: Contact Person: 11521 East Marginal Wy S Phone Number: /1/267-431 -1 Summary of Revision: *6 kirk-WO 611-62— IFIECHIND CrrvOPTUKWILA IX 12 2010 PERMIT CENTER Sheet Number(s): -{ s -1=4 f II "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: rh Entered in Permits Plus on –7' l 1 —( 0 \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople P ter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name PRECISION BUILDERS INC UBI No. 600553713 Phone 2068782948 Status Active Address Po Box 98609 License No. PRECIBI151C2 Suite /Apt. License Type Construction Contractor City Des Moines Effective Date 2/22/1985 State WA Expiration Date 1/19/2012 Zip 981980609 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status WESTCBI133M3 WEST COAST BUILDERS INC Construction Contractor General Unused 7/23/1987 6/1/1989 Archived PRECIB *163BR PRECISION BUILDERS Construction Contractor General Unused 1/19/1984 1/19/1986 Archived Business Owner Information Name Role Effective Date Expiration Date SANBURN, SCOT D Agent 02/22/1985 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 DEVELOPERS INS CO 415171C 01/19/2002 Until Cancelled $12,000.00 01/14/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 18 OOHIO CAS INS BL0105374707607/15/2010 07/15/2011 $1,000,000.0007 /13/2010 17 01-110 CAS INS BL01053747076 07/15/2009 07/15/2010 $1,000,000.0006 /23/2009 16 OOHIO CAS INS BL053747076 07/15/2008 07/15/2009 $1,000,000.0007 /11/2008 15 OOHIO CABINS 53646587 07/15/2007 07/15/2008 $1,000,000.00 07/17/2007 14 PROBUILDERS SPECIALTY INSURANC LAM5005190 07/15/2006 07/15/2007 $1,000,000.0007 /14/2006 13 BUILDERS & CONTRACTORS INS CO LAM5005190 07/15/2005 07/15/2006 $1,000,000.0007 /22/2005 12 BUILDERS & CONTRACTORS INS CO 5000999 07/15/2005 07/15/2006 $1,000,000.0007 /15/2005 11 BUILDERS & CONTRACTORS INS CO 5000999 07/15/2005 07/15/2006 $1,000,000.0007 /15/2005 https://fortress.wa.gov/lni/bbip/Print.aspx 07/23/2010 0 OM MI esumi oigpicg. VICINITY 11,41) NO SCALE WM MO MI NM t! MN Ims �.- • -- EM EM MN FE LE COPY Forma o., h �` S Plan review approval is subject to errors and omissions. kppr3vai of construction documents does not authorize f t is violation of any adopted code or ordinance. Receipt r; approved Field Copy and conditions is acknowledged: h / 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. By Date: LI- / ') City Of Tukwila BUILDING DIVISION CD D N v z O X CL K 'Fj OCRFLAN SCALE: II16" Many SEPARATE PERMIT REQUIRED FOR: i Ulechanical [,electrical (ritimbing t acs Piping City of Tukwila SLIILDING DIVISION SITEAND EUILDINts STATISTICS: I1 BUIiING CODE: 2. ZONIN4: 3. T TAL BUILDING AI 4. BUILDING CONSTRUCTION:` IBC 2006 M-I 2413 8P III -N SRNICL.E D W/3 SIDES SETBACK (12000 10. 02,000 SP.) x 3 • 12000 SP. MAXINLI1,_ . . RS. TOTAL TENANT AREA COMPLETE effICEI 113$33 SP. (FIRST FLOOR) + 2,116 8P: (SECOND FLOOR) 6. TOTAL AREA BEIN REMODELED: 2,116 SF.. 1. OCCUPANT ; GROUP: 8 -1 •: DARENCUSE (MdDPIED I4AZ. St*) B • OFFICE SCOPE to WGMiICe FINIS14 OFF NE MEZZANINE STORAGE AREA INTO COIcES, CLASSRomM, WITH NEW INSULATED WALLS, NvAC (UNDER 8EPERATE PERMIT), AND WO IIEW ENCLOSED' STAIRS TO FIR811121.00R ENERIGY CODfq L EXISTING SPACE 18 HEATED WITH OAS, NO ELECTRIC HEAT ALLOOBD 2. NO CONGO TO BUILDING ENVELOPE, ITl lEREI•ORE, ERE:RC,Y CODE 15 EkEMIn 3. MAxI L 1 ALLOWABLE LOAD izER SUTCH I$ 80% OF :20 MP CIRCUIT 4. 140 CHANGE tO,LIGHTING AND THEREFORE ENERGY CODE 18 EXEMPT Swilling, /4 wrw: +:•■■ *sitar .1►1 RICK ISRAEL IB11:EA9j MARGINAL WAY e0. TU LA ;WA Vag DESCRIPTION: LOT; 2B CF SNORT PLAT Hoy Leo -efee, ACCQRDH* 'cane SNORT PLAT RECoR3ED UNDER ICING ccII ty RECORDING NO 94060331199f smJATE (N two CITY OF T1.1KW!L4, c.oiNTY 01 KM, STALE a WASNINGToN. tAX ACCOIJN# R 102364,43016401 REVIEWED FOR CODE COMPLIANCE ,APPS AVED SEP 16 2010 A-T volt City of Tukwjla BUILDING DIVISION REVISIONNQ.: DEFEI ED SUI9M�t 1. SF INCLER tioDIPICATICNS DUE TO WALL LOCATIONS ,2. Hvac 3. ELECTRICAL RECEIVED SEP 15 2"1O PERMIT CENTER 1 FLAN. NO SCALE ZrCAD \2009\0933 151 PLETE OF 1:CE (RICK tSRAEL)\Cb'S SECOND FLOOR\T- 0.dwg, 6/10/20101 :5 , IDes gNet NEUJ STAIR 1 ENCLOSED, NON- RATED AND OPEN TOP AND 9 ' -; " !BOTTOM EX. SEMI HEATED WAREHOUSE MAX. S BtUH PER SF NO CHANGES EXCEPT STAIRIIAYS OPEN EX. WALL FOR NEU> STAIRUJAY EXIT EXIT PATIO FROM SECON 1 EX. OFFICE EX. OFFICE EX. OFFICE EX. OFFICE EX OFFICE EX. OFFICE EX. OFFICE OPEN RAILING AND STAIR PAINTED EX. OFFICE EX. OFFICE EX. OFFICE EX. OFFICE EX. OFFICE EX. OFFICE LOWE:FLOQR PLAN SCALE : 1/8" = P -0° TENANT AREA: FIRST FLOOR GROSS 15,035 SP OFFICE GROSS : 4,626 S.F. Wrx-- ILLUMINATED EXIT SIGN WITH EMERGENCY LIGHTING AND BATTERY !BACKUP s -•E PS TO TRAIL SEE SITE FLAN REVISION N014_ btO"PIS1 REVIEWED FOR CODE COMPLIANCE APPIVIVED SEP 16 2010 City of Tukwila BUILDING DIVISION RECEIVED SEP 15 2010 PERMIT CENTER i a0 O a 1 z 0 cn Loco o1' c Z ry w m J a0 (0 I— r- 1.1-1 e- (n rn O z 0 rcl H h�� Z 4.1 0 wW E ram/ H o a 0 a � 1 \ \Wkst -4 \documents \CAD \2009 \0933 COMPLETE OFFICE (RICK ISRAEL) \CD'S SECOND FLOOR \T 1. _ T- 2.DWG, 9/9/2010 2:44:19 , DesigNet 500 M N.pc3 NEW STAIR ENCLOSED STAI R WAY TO FIRST FLOOR NON -RATED • LEAVE RAILING AND CHAIN, OPEN TO WAREHOUSE CLOSET SHELVING STORAGE 14'X8' CLOSED MEZZ 17 1 ENCLOSED STAIRWAY TO CE IL ING OF FIRST . FLOOR WITH CURTAIN WALL OFFICE 16'9 "X13'8" 17 -9 ILLUMINATED EXIT SIGN WITH EMERGENCY LIGHTING AND !BATTERY BACKUP LIPPER FLOOR PLAN SCALE 1/8'" : 1' -0" REV 05 -1S -10 UPPER FLOOR AREA 2, 618 S .F. OCCUPANT LOAD: 19 OCCUPANTS TWO EXITS REQUIRED WALL SCHEDULE A. NEW SERIES OF 5' X 6'-6" CLEAR 1/4" SAFETY GLAZED WINDOWS IN WOOD FRAMES ON 6" CURB. (IBC 2406.3) B. NEW 2' -0" X 6' -6" CLEAR 1/4" SAFETY GLAZED WINDOW IN WOOD FRAME ON 6" CURB. (IBC 2406:3); NOTE: EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT - CANDLE AND A MINIMUM AT ANY POINT OF 0J FOOT- CANDLE MEASURED ALONG THE PAIN OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PER IITED TO DECLINE TO 0:6 FOOL- CANDLE AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT- CANDLE AT THE END OF THE EMERGAINCY LIGHTING TIME DURATION. A MAX MUM- TO- MNIMUM ILLUMINATION uNIFoRMITY RATIO of 40 To 1 SHALL NOT BE EXCEEDED. A. NEW 35 /8 "X 25 GA STEEL STUDS AT 24" O.C. TO ROOF STRUCTURE WITH DEFLECTION TRACK OR FLOOR STRUCTURE ABOVE AND W/ 5/8" GYP BD EACH SIDE, PAINTED BOTH SIDES. PROVIDE SOUND GATT INSULATION FULL HEIGHT. NEW 3 5/8" X 25 GA. STEEL STUDS m 24" O.C. TO ROOF STRUCTURE AND WITI -I 5/8" GYP BD. ON FINISHED SIDE, PAINTED, STRAPfiNG AT 4'O.C. ON UNFINISHED SIDE, R -19 BATT INSULATION AND VAPOR BARRIER ON WARM SIDE (U= 0092), F.S. 25 FACING IF EXPOSED FACE OF INSULATION 15 EXPOSED. C. EXTERIOR WALL • FURRING, 3 5 /8"X25GA 6 24" O.C. TO +8'6" AFF WITH R -19 BATTS AND VAOR BARRIER ON WARM SIDE (U= 0.094), THEN R -19 STICK PIN INSULATION TO ROOF STRUCTURE WITH FS 25 WHITE VINYL FACING ( U= 0.049) D. NEW 3 5/8" X 20 GA. STEEL STUDS AT 24" O.C. TO +42" AFF OR ABOVE RISER WITH 5/8" GYP BD. ON EACH SIDE AND GYP BD. CAP E. NEW 3 5/S" X 25GA. STEEL STUD AT 24" O.C. SUSPENDED WALL TO 5U5P CEILING OF FIRST FLOOR, R -19 BATT INSULATION WITH VAPOR BARRIER ON WARM SIDE AND STRAFING ON ATTIC SIDE, WITH 5/8" GYP BD. ON FINISHED SIDE ONLY (U= 0.064) FINISH NOTES: EXTERIOR WALLS FURRED WITH GYP BD. TO 8'6" AFF AND STICK PIN INSULATION ABOVE CEILING TO BE OPEN TO STRUCTURE ABOVE' WITH NEW LIGHTING CARPET ,THROUGH OUT EXCEPT STOR TO HAVE EXPOSED PLYWOOD DOORS TO BE 3'X7' SC WOOD STAINED AND WOOD JAMBS EX. ROOF 1-IA5 R -I9 INSULATION WITH F5 25 FACING tO Q 0 ao 0 p W DESCRIPTION rn� 00 00 1 1 rf) c0 re) 0 0 N fV Z 0X 0_ u_ ROOM SCHEDULE: REMOVE ALL EX. FLOORING AND BASE: 1 -5 FLOOR: BASE: WALLS: CEILING: 6 FLOOR: BASE WALLS: CE IL ING: FLOOR: BASE: WALLS: CEILINGS POOR NEW CARPET BASE NEW RU REVISION BSEI2 PAINT ALL WALLS EXPOSED CONSTRUCTION EXPSOED PLYWOOD NONE �j�O I�SI PAINT ABOVE (SGE) EXPOSED CONSTRUCTION NEW CARPET NEW RUBBER NEW PAINTED GYP SD. EXPOSED CONSTRUCTION SCHEDULE :(NEW LEVER HANDLES) 1,3 NEW 3'-�"X1'-" 5C WOOD WOOD IN WOOD FRAME (MATCH EX.), WITH 1 1/2 (PAIR BUTTS, LOCKSET, SILENCERS, WALL STOP. 2 NEW PAIR' 3' -0 "X 1' -0" SC WOOD DOOR IN WOOD FRAME, 3 PAIR BUTTS, LATCHSET, ROLLER LATCHES, SILENCERS, WALL STOP 5. NEW 3' -0 "X T-0" S.C. WOOD IN WOOD FRAME, 11/2 FAIR BUTTS, LATCHSET, SILENCERS, WALL STOP. 4. NEW MULTIPLE PAIRS OF SLIDING DOORS, 3'-0" X 11-0" H.C. WOOD DOORS WITH WOOD JAMBS, RECESSED THUMB PULLS, OVERHEAD TRACK HIDING WITH CASING, PROVIDE JAMB STOPS AS DD IRE�T \ \Wkst- 4\�OCUme \t 82009 \0933 COMPLETE OFFICE (RICK ISRAEL) \CD'S SECOND FLOOR \T 1 _ T:2.DWG, 9/9/2010 2 :41:02 PM, DesigNet 500 MAI .pc3 REVIEWED FOR CODE COMPLIANCE APP RAVED SEP 16 2010 City of Tukwila BUILDING DIVISION RECEIVED SEP 15 2010 PERMIT CENTER 0 grAo W v H z ., CD 0 w F H o a 0 z 0 z tn Cn z 11 W 2 D D TYPICAL STUD tUALL. GLAZING TALE STANDARD WOOD STOPS' 1$1M1 ,, 1/4" LAMINATED' OR'TEMPERED SAFPEY GLAZING NOTE . FOR RATED CORRIDORS: 1/4" UUIRE GLASS= N STEEL GLAZING CLIPS • 2' -0" OIC d�4K FR4NE .R LITE/DOOR SCALE: I -U2° • SCALE: I -I/2!' PAINT BL 1' -0" 3/4" x 2" FILLER BLACK GASKETS' IY4" EACH SIDE OF FILLER 3,1/2" MIL STUD' 2x WOOD- BLOCKING 12" x OAK JAMS 5/8" x OAK STOP. SMOKE SEAL SOLID CORE WOOD DOOR WI OAK VENEER 5/8 "'GYP BD. EACH SIDE (TYPE 'X' RATED a CORRIDOR)' DETAIL SECTION kihrlim7 -11 beft., U14LL TO MULLION SCALE: 1 -1/21' • 1' -0" Sr JCTURE ABOVE DEFLECtION TRACK GYP: BD. EA. SIDE WILTI POWDER DRIVEN ANCHORS EMBEDMENT' 2 1/2' RUBBER BASE C WALL SgC•ION SCALE 1 -1/2" 1' •0 "' SECTION' SILL BELOW DEEP LEG TRACK ATTACH. • SILL AND CEILING - DO NOT ATTACH GYP. BD. TO TRACK STEEL STUD- ATTACH. GYP. BD. roi i roll i1 :wow DEEP LEG TRACK" FLOOR W/ 3 - 15/8" SCREWS * 2'- 0" O/C (DEEP LEG IS 3 ") STUDS ai 2' -0" O/C NOT ATTACHED TO TRACK BUT LAPPED UP INSIDE I" GYP. BD. ATTACHED TO slur) (NOT TOE DEEP LEG TRACK) LAP' 11/2" OIL TRACK 5/8" GYP. B. ACOUSTICAL BLANKET • SOUND WALL CAU11K GYP. BD.. TO FLOOR ALL SOUND AND INSUL WALLS S. ECTION SECTION + /2" SPACE GYP.13D. TO GYP: BD EA. SIDE, ROOF STRUCTURE - GLIB. r— 6" DEEP LEG CRACK ATTACH. TO GL.B. W/3 - 1 5/8" SCREWS • 2' -0" O.C.. (DEEP LEG( 1S 5 ") STUDDS 18 GA. • 3' -0" O.C. NOT ATTACHED TO TRACK BUT LAPPED UP INSIDE 1 ". GYPBD ATTACHED : TO STUD -NOT, TO GLB OR TRACK- LAP 11/2" dN GLB NOTE: 1), SOUND INSULATE WALL TO 10' AT OFFICE LOCATIONS 2) FOAM ANY WALL PENETRATIONS FOR SOUND (ELEC, TELEPHONE, ETC.) 3) CAULK GYP. BD. TO CONCRETE SLAB. ALT. IEA) J ETAII SCALE: I -1/2" - I' - @' SECTION +42" ABOVE FLOOR' AND NOSING OF STAIRS 0 3/4 "'x 4 3/411 OAK CAP GLUED r0 2'x 4, STAIN AND SEAL FINISHING NAILS, 'EASE: EDGES: • 6U,4RDRAIL '®l STAIR SCALE: 142" :,1' -0" NANORAIL SCALE: 1 -1/2' ■:1' -01 WALL WOOD RAIL a +34" ABOVE TREAD NOSING 11/2" a VERIFY TYPE CF RAILING 5/8 GYP. BD. 112" MIL. STUDS 0 24" 0/C 11/4" DIA.PIPE RAIL a +34" ABOVE FLOOR AND LANDING,CONt. BLOCKING, PAN' COMP, BLOCKING' 5 /8" GYP: BD. WOOD STUD WALL PER PLAN.. SECTION R -I9 BATT INSULATION STICKPIN TO CONCRETE 5/8!' Gyp BD. OVER 3 I/2" STEEL STUDS TO 418'4" CAULK e . PAINTED CONCRETE TILT -UP PANEL EXISITNG TYPICAL REVEAL BEYOND SECOND FLOOR: mu CAULK EACH SIDE ANODIZED ALUM. 5TOREFRCNT EXISTING NEW UJINDDUJ 14E4D DETAIL SCALE: I -112" • I' -0" I" INSULATED GLAZING EXISTING SECTION RUN ROOFING Uto 4 OVER TOP PLATE EX. ROOFING MEMBRANE � EXTEND CLASS A OR E ROOFING OVER. TREATEC 4X CANT STRIP 4 BACK SIDE PANEL EXISTING Vetfelt!►f/ IWMWOMWAY .4 IR -1'5 INSULATION W/F.S.25 FACING. SMOOTH CONC.. ..-�� TILT UP PANEL„ PAINTED EXISTING INSWL 4 EC) WINDOWS IN ALU .' FRAME O co co 0o rh CD C1 00 v 2 < CL SIM 0 CD co 0 INSUL. WINDOUJ W/ ALUM. FRAME EX STUCCO SOFFITING,.GY'P. SHtCs UJ/ OR'YvIt FINISH OVER 3/4" INSUL. (PRE -MIX COLOR), OVER STEEL STUD FRAMING EXISTING EXISTING CONC. SLAB W/ 2" SAND, VAPOR BARRIER 4 GRAVEL R -10 RIGI INSULATION 4 SEP 16 2010 FOOTING City of Tukwila BUILDING DIVISION RECEIVED SEP 1 5 2010 PERMIT CENTER EXISTING ROOF STRUCTURE AND R -19 INSULATION, NO CHANGES .t ' ;e1Ri.I.11��w ' la t "t . IRI. itIR;.; tl.' N.' sT�? aT. T. UT�T�7 .TaT.T.T.TnL:R1eIRIeIRi.lt�e IIIeiR . ?.7nT�Ti t'eilie;OI.IR1e;eItiRI.;R; eleltrtRle�ti. I � I . Tr: e' Ri.' RI. IRIf; RIeieIHl: .le;.l.l•.T. ?�7. ?.T�i.T�T.T.T�' T.•.'.•P.'i r'a eUL. HRL't LIL' e1R;. IRiUYTi .L'.•.L'.9L'i.h'.T.T.'(t'R .IetaelRlRf.;eLillei I T.L .'.'.'J.AS I 1 I P 1 1 I t I :' I IIIIIIIIIIIIIItlll 111111111111111111 '1111111IiI1I1111111111111�� I II iIIIIIIII1111111111111IIIIIIR! .11111 I '111111 IIIIIIIIiI11111111IIIIIII IIIIIiIl11111p111111011111111 1 111 1 111 1 1 1 1 ..:,. moon rluuururunnnl" u" nnnuulmm�uuunuununn"" Innrnullulnunununllinuunnllnnnnituuunlu m 1 r NEW WALL TYPE E, SUSPENDED WALL FROM PURLINS OR GLU LAMS, WiTH DEFLECTION TRACK, 5 /8" ON FINSiHED SIDE, VAPOR BARRIER R -I9, TNEN STUD AND STRAPPING AT 4' O.C. PRE- FABRICATED METAL STAIR SYSTEM` WITH METAL TREADS AND RISERS, METAL L4NDiNGS, AND TUBE STEEL STRUCTURE: METAL PiPE RAIL GUARDRAIL AT +42" ABOVE NOSING AND PIPE HANDRAIL +34" ABOVE NOSING, VERTICAL 1/2" 5Q. PICKETS AT 4" O.C. (SEE ATTACHED SHOP DRAWING' FROM FAIRWAY ORNAMENTAL) EIGHT WALL TYPE B WALL WITH DEFLECTION TRACK, SAD SIDES, VAPOR BARRIER, R -19, THEN STUD AND GAT4'O.C. SEAL OFF CEILING CAVITY IHITH R -19 INSULATION � I lh +Ih 0611111iI10,11 % l +l 01 i 1 +1+ 41 ii1.004140 !!!! 1! !lil! ! !000000 EX. FINSIHED FIRST FL SUSP. ACOUSTIC CEIL INSULATION EX, INSULATi EXISTING SU NO CHANG ON TOP OF FENDED CEILING DE S "XS "X 1/4" BASE PLATE WIN d EXPANSION ANCHORS EMBED 3" MiN. STAIR RISE 'iS 6.55" WITH STAIR RUN AT 11" WITH PLUSH NOSING.' LL: 100 LBS DL 25 LBS SOIL BRG: 2500 PSI PER GEEO ENGINEERS REPORT EXISTING ROOF STRUCTURE AND R -1S INSULATION W/ F5 25 FACING, NO CHANGES rr '1 .T.T......r. ..,. T. T.:... T. T• T. T. T. LLT. T... T. T. T.:. T. Lr.. T. T. r. LT. LTeL7 f...... ,...Tn..,fT.'..T.T.r.T.lf. ^.. ^. 6T•T:T•T;.r.r oLO..,.,nr....T.T.T. T ...fTf?nT.T.T. ?.T.T.T TfinT.i•..., .T.T.T...T.T.T 7�f.T.T...,.T.:� i • T T.....T..T..T.7!.TTTr/nT.T� • . .. r �-- - •' T � T.� • �T.T.TT.TiTi`.Ti � T ...T.:f?... . •. . , .. • . r...U, e7�T.....LL7..T L r .. .r...r..7.r.T.rr... r..�:.T:T�;TTrr 1'T. •...•. •..7.L...f....T . R.T.....i. . 1 11111 ulnnl►n r 11 I I uuuunuuunnun u r wuuuuuu ul" 1 ulu n m I I r nnuuuumum I I Illtlll VIII IIIIIidllll I I n nluunrt nlnm�uultunm I n r ntl +nuul /unnunnuuuunum ►unn 1 ul 1 1 nnnumnm unuucuum nm � I 1 I IIIIr1I I1I1I11111A11111111111111 I IIIIId►Ilitl Ild 1 1 I 1 N111111111111111 itd►►unur►urlullunnu uunuuuumuuuuuunununnluumm�nnnun unm 11 ................ 1/2 HEIGHT RAILING WALL WiTH PIPE RAIL HANDRAIL (PAINTED) SEE DETAIL T -3 WALL TYPE B WITH R -1S INSULATION EACH SIDE, DEFLECTION TRACK A (2X STIFFENERS OR PURLINS) USE SIMPSON TWA 215 •NGR OFF 2.2XI2'S OR GLB. EX. FINSIHED FLOOR +12'AFF TYPICAL STAIR CONSTRUCTION: DEL NOTCWED 2X12 STRINGERS A (ALTERANTE, 2X12 CUT STRINGER 2•16de8" O.C.) 2X WOOD TREADS (FLUSH NOSING) -' LANDING CONSTRUCTION 2 LAYERS OF 3.4" PLYUJ� O.C. BEARING ONTO 2X WALL,SIMPSON L1526 J. TWA 213 HANGERS AT ■• 5/8" GYP BD ROOF STRUCTURE OD OVER 2X6 JOISTS AT 16" STUDS AT 16" O.C. BEARING IST HANGERS AND SiMPSON BL 2X12 BEAM OF 5/8" TYPE "X" GYP BD IF E UNDER STAIRS OPEN UP WALL BEYOND FOR LANDING AREA FIRST FLOOR 3.2X8 HEADER TJ $EAR ON 2X6 CRIPPLE EA. SIDE IN EX. WALL. NEW 4X4 iN SID = ALLS AND MIDDLE WALL ATTACH TO FW WITH SIMPSON ABRR POST BASE, W/ 1/2" DiA. EX ANSION 80LTS EMBED MIN 3 ". STAIR RISE IS 6.58" WITH STAIR RUN AT 11" WITH FLUSH NOSING. in STAIR SECTION SCOW 0' REVISION N0:1. t'o l51 REVIEWED FOR CODE COMPLIANCE APP AVED SEP 16 2010 City of Tukwila BUILDING DIVISION RECEIVED SEP 15 2010 PERMIT CENTER W 0 DESCRIPTION P. 1 k1 A6�E <-<1 rn ccoo o coo no M co go. N w oQ a L*_ IrA Z r 0 co 0 XV) d� Z J to Q e- V) 0 as T- 4 \ \Wkst -4 \documents\CAD \2009 \0933 COMPLETE OFFICE (RICK ISRAEL) \CD'S SECOND FLOOR \T -3 t- 4.dwg, 9/9/2010 3:31:42 DesigNet 500 MAIN.pc3 5:.; 9 sMEI MN NM NIMMIN MrIEN cizigica rEal VICINIt''r'' 1 ' NO SCALE u N11111111111111111M1111111111111 6ECONO FLOOR .WORK AN J FINI8I4E8 ARE INCLUDED IN THE PERMIT SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical ► ► -1 Plumbing Gas Piping Permit No. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Fie • • • and conditions is acknowledged: BY Date: City Of'i�kwila BUILDING DIVISION lO CO c0 o ..o Z 0 = < CL LL. SCALE: 1/i6" ■ 111.0" SITE AND BUILDING STATISTICS: Il BUILING CODE: 2. ZONING: 3. TOTAL BUILDING AREA: 4. BUILDING 60Nbii i tION: 5. TOTAL TENANT AREA b. TOTAL ARIA 130INGWIODELED3 1. OCCUPANT ;GRQUP: IBC 2006 M -1 24,213 SF. III -N SRIrKLERED W/3 9IDE8 SETBACK (12000 0.F. +!12,000 SP.) x 3 • 12,000 SF. MAXIMUM COMPLETE OFFICE: 113035 SP. (ARK FLOOR) + 2,116 SF. (SECOND FLOOR) 2,1* SF.. 8-1 • WAREHOUSE (MODIFIED HAZ. STOW B. • OFFICE r IWO • c FINISH OFF THE MEZZANINE STORAGE AREA INTO OFFICES, CLASSROOM, Wm4 NEW INSULATED ATED UI4U.S, WYAC (UNDER SEPERATE PERMIT), AND tWO f W ENCLOSED' STAIRS TO FIRSTIFLOOR REVIEWED FOR - CODE COMPLIANCE APPI , WED JUL 16 and AT- City of BUILDING DI1/ieinv la ENERGYNa1L6 I 1. EXISTMG SPACE IS NEATER WITH GAS, NO ELECTRIC NEAT ALLCUEb 2. No) CHANGES' TO BUILDING ENVELOPE, ITHEREFORE, EMRGY CODE IS Exert 3. MAXIMUM ALLOWABLE LOAD PER;SIUITCH 15 80% OF :20 AMP CIRCUIT 4. 140 CHANGE TO LIGHTING; AND THEREFORE ENERGY CODE 18 EXEMPT owl ;•lit), abla RICK ISRAEL I i2I EAST MAI sNAL WAY SO. TUI41ALA UL& LECIA PTION: LOT 28 OF SNORT PLAT Nd L94 -0020, ACCORDING TO THE SHORT PLAT RECORC9ED UNDER KING COUNTY RECoRDING'No 9406031169 SITUATE IN Tit CITY CO 'NOLA,. COUNTY OF KNG, STATE OF WAeeMINGTON. TACCOIIN #l' 102304=911641 w. J -0V++•• DiF$W�htitTALf Z F-r H z w o. a 1-1 W E- flit Ga HMI 0 ra 0 z z 0 rn cr) >-4 4t4 z c At4 W CV `9-I—1 E—+ I SPRINCLER MODFICAT1C4 DUE TO WALL LQCATION9 2. HYAC 3. ELECTRICAL AGE Y PLAN > NO SCALE REVISIONS No chang€" sh s1 hn made to the scope of wort, °{,��, prior approval of , NOTE Revisi ; a, } �i re�i plan submittal and may in nc I plan review fees. I CORRECTION ‘LTR#A.... D10-I5) RECEIVED JUL 12 2010 PERMIT CENTER T=Q Z:1CAD\2009\0933 CQ PLETE OFFICE (RICK tSRAEL)1CD'S SECOND FLOOR\T- O.dwg, 5/10/20101' :3 :53 Des gn.et 5 NEW STAIR ENCLOSED, . NON - RATED AND OPEN TOP AND /BOTTOM ), E.X. SEMP HEATED WAREHOUSE: MAX. 8 15TUH PER SF NO CHANGES' EXCEPT STAIR AY'S' l EX. OFFICE X. OFFICE Ex. ICE' E* OFFICE L EX. OFFICE EX. OFFICE EX.'. DEMISING WALL EX. OFFICE EX. OFFICE EX. OPEN OFFICE 3 OPEN RAILING AND STAIR UNDER,, PAINTED EX. OPEN OFFICE EX. OFFICE EX., OFFICE EX. !OPEN OFFICE NEW STAIR OPEN TO FIRS FLOOR; ENCLOSED 10\ SECOND FLOOR EXIT PATI I FROM SE EXIT EX. OFFICE EX. OFFICE EX. OFFICE ex. OFFICE EX. OFFICE EXIT 5' S IIDEUJALLK LOUJ�R FLOOR PLAhI SCALE 11 1' -o" TENANT ,AEA: FIRST FLOOR GROSS iS,OS SP OFFICE GROSS 4,626 S.F. ILLUMINATED EXIT SIGN UJITH EMERGENCY LIGHTING AND IBATITER'I'' BACKUP OPEN EX. UJALL.FOR NEU, STAIRWAY EXIT EXIT PATH PROM SECOND FLOOR STEPS TO TRAIL SEE $1T5 FLAN REVIEWED FOR CODE COMPLIANCE APPI AVER JUL 1 ( 1J City of Tukwila BUILDING DIl1ICIrnM RECEIVED JUL 12 2010 PERMIT CENTER V a N do 8 3 � G DESCRIPTION 2 9 4 v) 0co c0• O 0 N N mJ f— b0 (O I— CAL r to Cn z z C z w_ h 11;7 . t , OCIIr4 1611.4 LIE9 1 Z :\CAD \2009 \0933COMPLETE OFFICE (RICK ISRAEL)\CD'$ SECOND FLOOR \T *1 _T-2 .DWG, 6/10/201010 :36 :19 I, Desigi 0M NEW STAIR 1 ENCLOSED STAIR WAY TO FIRST FLOOR NON -RATED LEAVE RAILING AND CHAIN, OPEN TO WAREHOUSE CLOSET SHELVING STORAGE 14'X8' INSULATE WALLS CLOSED MEZZ.1 ENCLOSED STAIRWAY TO CEILING OF FIRST FLOOR WITH CURTAIN WALL STAIRS: 10T611 " =912" 111R66.835"261-335" OPEN OFFICE EXIT PATHWAY STAIRS: 21RAT6.58" 12'-0'1 20 T AT 11" WINDOW SCHEDULE SAMPLE I 1 231X16' (368 SF) 25 OCC. 1 EXIT REVIEWED FOR CODE COMPLIANCE APPonVFD JUL 1 b 2U10 71.1 ILLUMINATED EXIT SIGN WITH EMERGENCY LIGHTING AND BATTERY BACKUP UPPER FLOOR PLAN SCALE 1/8" = 11-0" REV 05 -18 -10 UPPER FLOOR AREA: 2, 618 SF. OCCUPANT LOAD: 19 OCCUPANTS TWO EXITS REQUIRED WALL SCHEDULE A. NEW SERIES OF 5' X 6' -6" CLEAR 1/4" SAFETY GLAZED WINDOWS IN WOOD FRAMES ON 6" CURB. (IBC 24063) B. NEW 2' -0" X 6' -6" CLEAR 1/4" SAFETY GLAZED WINDOW IN WOOD FRAME ON 6" CURB. (IBC 2406.3) NOTE: EMERGENCY LIGHTING FACILITIES NULL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION TI4AT 15 AT LEAST AN AVERAGE OF 1 FOOL- CANDLE AND A MINIMUM AT ANY POINT OF 0.I FOOT- CANDLE MEASURED ALONG TI-E PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL 8E PERMITED TO DECLINE TO Oh FOOT- CANDLE AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT- CANDLE AT THE END OF TI-1E EMERGANCY LIGHTING TIME DURATION. A MAXIMUM•TO- MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 WALL NOT SE EXCEEDED. A. NEW 3 5/8" X 25 GA STEEL STUDS AT 24" O.C. TO ROOF STRUCTURE WITH DEFLECTION TRACK OR FLOOR STRUCTURE ABOVE AND w/ 5/8" G FD BD EACH SIDE, PAINTED BOTH SIDES. PROVIDE SOUND BATT INSULATION FULL 1.4E IC I-IT. B. NEW 3 5/8" X 25 GA. STEEL STUDS 6 24" O.C. TO ROOF STRUCTURE AND WITI4 5/8" GYP BD. ON FINISHED SIDE, PAINTED, STRAFING' AT 4'O.C. ON UNFINSHED SIDE, R -19 BATT INSULATION AND VAPOR BARRIER ON WARM SIDE (U =0.092), F.S. 25 FACING IF EXPOSED FACE OF INSULATION IS EXPOSED. C. EXTERIOR WALL FURRING, 3 5 /8 "X25GA 24" O.C. TO +8'6" AFF WITH R -19 BATTS AND VAOR BARRIER ON WARM SIDE (U =0.094), THEN R -19 STICK PIN INSULATION TO ROOF STRUCTURE WITH FS 25 WHITE VINYL FACING ( U=0.049) D. NEW '3 5/8" X 20 GA. STEEL STUDS AT 24" O.C. TO +42" AFF OR ABOVE RISER WITH 5/8" GYP BD. ON EACH SIDE AND GYP BD. CAP E. NEW 3 5/8" X 25GA. STEEL STUD AT 24" O.C. SUSPENDED WALL TO SUSP CEILING OF FIRST FLOOR, R -19 BATT INSULATION WITH VAPOR BARRIER ON WARM SIDE AND STRAFING ON ATTIC SIDE, WITH 5/8" GYP BD. ON FINISHED) SIDE ONLY.(U =0.06 4) FINISH NOTES: EXTERIOR WALLS FURRED WITH GYP BD. TO 8'6" AFF AND STICK PIN INSULATION 'ABOVE CEILING TO SE OPEN TO STRUCTURE ABOVE WITH NEW LIGHTING CARPET THROUGH OUT EXCEPT STOR TO HAVE EXPOSED PLYWOOD DOORS TO BE 3'X1' SC WOOD STAINED AND WOOD JAMBS EX. ROOF HAS R -19 INSULATION WITH FS 25 FACING ROOM SCHEDULE: REMOVE ALL EX. FLOORING AND BASE: 1 -5 FLOOR: BASE: WALLS: CEILING: 6 FLOOR: BASE: WALLS: CEILING: FLOOR: BASE: WALLS: CEILINGS NEW CARPET NEW RUBBER BASE PAINT ALL WALLS EXPOSED CONSTRUCTION EXPOQED PLYWOOD NONE PAINT ABOVE (SGE) EXPOSED CONSTRUCTION NEW CARPET NEW RUBBER NEW PAINTED GYP BD. EXPOSED CONSTRUCTION POOR SCHEDULE:(NEW LEVER HANDLES) 1,3 NEW 3'- 0 "X1' -0" SC WOOD WOOD IN WOOD FRAME (MATCH EX.), WITH 1 1/2 PAIR BUTTS, LOCKSET, SILENCERS, WALL STOP. 2 NEW PAIR 3' -0 "X 1' -0" SC WOOD DOOR IN WOOD FRAME, 3 PAIR BUTTS, LATCHSET, ROLLER LATCHES, SILENCERS, WALL STOP SI 5. NEW 3' - 0 "X 7-0" S.C. WOOD' IN WOOD FRAME, IL lzs W�4LRL BUTTS, ' LATcHSET, 'DECEIVED JUL 1. 2 2010 4. NEW MULTIPLE PAIRS OF SLIDING DOORS, 3' - 0" X 1' - 0" H.C. WOOD DOORS PERMIT CENTER WITH WOOD JAMBS, RECESSED THUMB PULLS, OVERHEAD TRACK HIDING WITH CASING, PROVIDE JAMB STOPS AS D IR C'( DQ09 \0933 COMPLETE OFFICE (RICK ISRAEL) \CD'S SECOND FLOOR \T 1 _ T 2.DWG, 7/12/2010 1:54:31 PM, Design]et 500 MA; O 0. DESCRIPTION n 00 Ni v Erigs2 0 op �x3 0 O D TYPICAL STUD WALL. GLAZING TAPE STANDARD WOOD STOPS 1/4" LAMINATED OR' TEMPERED SAFTEY GLAZING NOTE FOR RATED :CORRIDORS: 1/4" WIRE GLASS IN STEEL GLAZING CLIPS • 2'4" 0/C 04< FR►4ME :RREL ITE/1)OOR SCALE: 142" • I'-0" WIIIPIPPIMIDSOfttillE E ■ .7 � f 3 V2" MTL STUD 2x WOOD BLOCKING I 1/2" x OAK JAMB 5/8" x OAK STOP SMOKE SEAL SOLID CORE WOOD DOOR W/ OAK VENEER 5/8 "' GYP BD. EACH SIDE (TYPE 'X' RATED • CORRIDOR)` UJ0Or), FIUME DETAIL SCALE: 142" " 11 -0" PANT BL 3/4" x 2" FILLER BLACK'' GASKETS IA" EACH SIDES OF FILLER SECTION UJALL TO MULLION SCALE: '1 41" • 11 =0" STRUCTURE ABOVE DEFLECTION' TRACK GYP. BD. EA. SIDE HILT! PCXIJDER DRIVEN ANCHORS, EMBEDMENT 2 1/2' RUBBER BASE • C' UJAL,L S CTI . .SCALE: 1 -1/2" • 1' -0" SECTION SILL BELOW DEEP LEG 'TRACK ATTACH • SILL AND CEILING - DO NOT ATTACH GYP. BD. TO TRACK STEEL STUD. ATTACH' GYP. BD. RI DEEP LEG TRACK FLOOR W/ 3 - 15/8" SCREWS • 21- 0" O/C (DEEP LEG 15 3 ") STUDS • 2' -0" 0/C NOT ATTACHED TO TRACK BUT LAPPED UP INSIDE I" GYP. BD. ATTACHED TO STUD (NOT TO DEEP LEG TRACK) LAP' 11/2" ON TRACK 5/8" GYP? BD. ACOUSTICAL BLANKET • SOUND WALL. CAULK GYP. BD.. TO FLOOR • ALL SOUND AND INSUL WALLS SECTION SECTION + 1/2" SPACE G1'PED. TO GYP.' BD:. EA SIDE ROOF STRUCTURE .L.E. j - y 6" DEEP LEG TRACK ATTACH' TO GL.13. W /3' - 15/8" SCREWS a 2' -0" O.C.- (DEEP LEG( IS 3") STUDS 18 GA. f 21 -0 "" O:C. NOT ATTACHED TO TRACK BUT LAPPED UP INSIDE 1 ". GYP.BD: ATTACHED' TO STUD -NOT TO GLB OR TRACK LAP 1 1/2" CN GLB NOTE: 1)' SOUND INSULATE WALL TO 10' At OFFICE LOCATIONS D 2) FOAM ANY WALL'PENETR4TIONS FOR SOUND (ELEC., TEL PHDNE, ETC) 3) CAULK GYP. ED. TO CONCRETE SLAB. ALT. 11-1EAD DETAIL SCALE: I -1/2" - ,11-0" +42" ABOVE FLOOR AND NOSING CF STAIRS 0 3/4 "' x 4 3/4" OAK CAP GLUED TO 2'x 4, STAIN AND SEAL FINISHING NAILS, EASE` EDGES: WOOD RAIL • +34" ABOVE TREAD NOSING 11/2" + VERIFY TYPE OF RAILING 6uARDRAL , el STAIR SCALE: 1 -1/2" _ 1.0" p, 5/8 GYP. BD. 31/2" MIL. STUDS p 24" 0/C I- 1�411�R�4IL sla WALL SCALE: 1 -1/2" • I' -0" R -19 BATT INSULATION STICKPIN TO CONCRETE 5/8" GIrP BD. OVER 3 1/2" STEEL STUDS TO +t 81 -6" CAULK 11/4 "' DIA PIPE RAIL e +34" ABOVE FLOOR AND LANDING, CONt. BLOCKIN�a, PAINT CONY; BLOCKING 5/8" GYP: BD WOOD STUD WALL PER PLAN. SECTION SE(;TION • SECTION PAINTED CONCRETE TILT -UP PANEL EXISITNG TYPICAL REVEAL BEYOND SECOND FLOOR: NEU) WINDOW HEAD DETAIL SCALE: 1 -1/2" • 11 -0" CAULK EACH SIDE ANODIZED ALUM. STOREFRONT EXISTING I" INSULATED GLAZING EXISTING SECTION RE "JIENED FOR \COtnvn E City oiTukwila N► BUILDINGIViso EX. PAINTED SHEET METAL FLASHING ROOFING MEMBRANE -, EXTEND CLASS' A OR IS ROOFING OVER TREATEI 4X CANT STRIP 4 BACK SIDE PANEL EXISTING mu= ®'sue SMOOTH CONC., TILT UP PANEL,. (SAINTED EXISTING R -19 - INSULATION W/F.S. _2S FACING' O) O) c0 cm co co I I rn co dam- N CD c0 0 0 N N S 0 0 INSUL. WINDOW UJ/ ALUM. FRAME EX 44- STUCCO SOFFItING, GYP. SHTG UJ/ DRirVIt FINISH OVER 3/4" INSUL. (PRE -MIX COLOR), OVER STEEL STUD FRAMING EXISTING EXISTING CONC. SLAB W/ 2" SAND, VAPOR BARRIER 4 GRAVEL ".o ANDSC4PE BEM R -10 RIGI INSULATION. 110 I5I WAIL, SECTION SCALE :1/2"1.11-0" FOOTING . . • ., '' y / RECEIVED JUL 12 2010 PERMIT CENTER Z:\CAD\2009 \0933 COMPLETE OFFICE (RICK ISRAEL) \CD'S SECOND FLOOR\T- 3_T- 4.dwg, 6/10/2010;10 :37:02 AM, Design]et 500 MAI . DATE 08 -25 -08 I a ! I DESCRIPTION SUBMIT FOR PERMIT 1 1.I,W O) O) c0 cm co co I I rn co dam- N CD c0 0 0 N N S 0 0 INSUL. WINDOW UJ/ ALUM. FRAME EX 44- STUCCO SOFFItING, GYP. SHTG UJ/ DRirVIt FINISH OVER 3/4" INSUL. (PRE -MIX COLOR), OVER STEEL STUD FRAMING EXISTING EXISTING CONC. SLAB W/ 2" SAND, VAPOR BARRIER 4 GRAVEL ".o ANDSC4PE BEM R -10 RIGI INSULATION. 110 I5I WAIL, SECTION SCALE :1/2"1.11-0" FOOTING . . • ., '' y / RECEIVED JUL 12 2010 PERMIT CENTER Z:\CAD\2009 \0933 COMPLETE OFFICE (RICK ISRAEL) \CD'S SECOND FLOOR\T- 3_T- 4.dwg, 6/10/2010;10 :37:02 AM, Design]et 500 MAI . EXISTING ROOF STRUCTURE AND R -19 INSULATION, NO CHANGES 'f ' 1N,1•1 f I f' ' f • 4L? �Tn? �' ��■ �■ T■. f: fTrJle, eltlflfiflelftelCe; flfiflY, ab? fLT�T�TfTf . ■.fTiLL.■T�7�;f,fJlflf �flf�f�f,f, le�f4lf fffl leiflf fI �fl■�e�fhlYf■T�L7�TeTUT� sT� nT •' •�7i ■'.■`�7f7e7•Tn ?■T■'•'i i7.Tr�flf,ele;flflf IlYtif' iflf' e. eTi.■` �? f? a;• 7■ Tn' �T■' n? r7■? nT■ �r:ele;fie�f;eifle:fle;f;fleifl IfTn7nT■T , . T f.■T•Te'r:fififlf�flf �lle;fle;flfff�fle; I i uu. • "uun"nwun; +� _ �:r ►p�"u""nnunlnmmgupnuynn"unu" non► umunn"" lnnnun► numu" nlrnnnnpiuuuuurr�" u"rnnlnn"unu"nnu"nunnu""uln►"u+ noon►" um► u" nunnulnuunnlnu"" u1►" unnmunnlr� _..,.uuuunu"m►nnnnunuualnnnnpm NEW WALL TYPE E, SUSPENDED WALL FROM PURLINS OR GLU LAMS, WITH DEFLECTION TRACK, 5/S" ON FINSIHED SIDE, VAPOR BARRIER R -19, THEN STUD AND STRAPPING AT 4' O.C. PRE 'FABRICATED METAL STAIR SYSTEM WITH METAL TREADS AND RISERS, METAL LANDINGS, AND TUBE STEEL STRUCTURE. METAL PIPE RAIL GUARDRAIL AT +42" ABOVE NOSING AND PIPE; HANDRAIL +34" ABOVE NOSING, VERTICAL 1/2" SQ. PICKETS AT 4" O.C. (SEE ATTACHED SHOP DRAWING FROM FAIRWAY ORNAMENTAL) NEW FULL HEIGHT 5/8" ON FINSIHED STRAPPING AT 4' ALL TYPE B WALL WITH DEFLECTION TRACK, IDES, VAPOR BARRIER, R -19, TI-EN STUD AND O.C. ► tili 001 00144+ ++, p+ ► ►+ EX. FINSIHED FIRST R )0F2 WITH SGSP. ACOUSTIC GEIL� AND INSULATION Ti 1 Tait! TO EX, INSULATION ON T EXISTING SUSPENDE NO CHANGES P OF CEILING "X 1/4" BASE PLATE WITH NSION ANCHORS EMBED 3" MIN. STAIR RISE IS 6.58" WITH STAIR RUN AT 1P' WITH FLUSH NOSING. STAIR 41 SECTION SCALE 3!8' ■1'-0' LL: 100 LBS DL: 25 LBS SOIL BRG: 2500 PSI PER GEO ENGINEERS REPORT EXISTING ROOF STRUCTURE AND R -19 INSULATION IN FS 25 FACING, NO CHANGES ' T '.T P■T■'Pf'■'■T.T■TlaY7017. • •: T T ..■T 7 ■LT■T■TTSLUTeLTdfd.Li 7 T.• ..' C.T-7.T .T ■T■TA T ■ ■'■7■7■T.Tee T fTe ■ a T T T e f TAT ■ T ■ T L T • Te ■ r F...T T •'.T••�. P '■ T.T ■T. T ■ u Te '■ ■TNef'ee es.T.TaT■Te■.T■■'■■TPi ff aTefTe7fT■',■T■T • ■T.T■■T■■T■T■i f i I 1 I t WI 1 1 I 11 I I 11 1111111111111111�11111111111111111111111111RIWI111 111111111111 1 1 I I � t l 1 unuinlinnnnnnuuununnnlninnliminunuunuum u"uunul"iulu""uu�u"nn► nnnnunw mll►mnrnnuum uunnn ►uuuunu "iliuumnililinn"unuw w um uunuliwiliuununuuual nm w u1u I w 11 n1 nn I n l 1 1 1 uu►nnuunuumnnm ltnnununum n►u nul w lu niuu" nu1_______________________________________________________________ _____ _________ ___ __ __ _____• -- -• 1/2 HEIGHT RAILING WALL WITH PIPE RAIL HANDRAIL (PAINTED) SEE DETAIL T -3 WALL TYPE B WITH R -19 INSULATION EACH SIDE, DEFLECTION TRACK A (2X STIFFENERS OR FAUNS) 5/8" GYP BD ROOF STRUCTURE WAREHOUSE SEMI- HEATED EX- FINSIHED EX. FLOOR STRUCTURE FLOOR +12'AFF TYPICAL STAIR CONSTRUCTION: DV- NOTCHED' 2X12 STRINGERS A (ALTERANTE, 2X12 CUT STRINGER 2- 16d08" O.C.) 2X WOOD TREADS (FLUSH NOSING) 1 O.C. 2X8 EA. SIDE 3/4" RISERS LANDING CONSTRUCTION. 2 LAYERS OF 3.4" PLY O.C. BEARING ONTO 2X WALL,SIMPSON L526- J TWA 213 HANGERS AT D OVER 2X6 JOISTS AT 16" STUDS AT 16" 0.C. BEARING: ST HANGERS AND SIMPSON BL 2X12 BEAM USED FOR STO OF 5/8" TYPE "X" GYP BD IF E UNDER STAIRS OPEN UP WALL BEYOND FOR LANDING AREA FIRST FLOOR 3 -2X8 HEADER TO BEAR ON 2X6 CRIPPLE EA. SIDE IN EX. WALL. ALLS AND MIDDLE WALL R WITH SIMPSON AERR POST BASE, ANSION BOLTS EMBED MIN 3 ". STAIR RISE IS 6.58 WITH STAIR RUN AT 11" WITH FLUSH NOSING. STAIR 01 SECTION SCALE 3/8' ■P -0' Ibtotsl RECEIVED JUL 12 2010 PERMIT CENTER N o0 01 m W 0 DESCRIPTION A A 1 0 2 cn vii CO 00 CO 1 1 PO CO ©© 0 0 1 w g a W H EI W E1 W a-I O P1.4 0 0 a 0 CD z O z 0 r z 11 E <4 W a C\ LNE-1 T— 4 Z: \CAD \2009 \0933 COMPLETE OFFICE (RICK ISRAEL) \CD'S SECOND FLOOR \T 3_T- 4.dwg, 7/12/20101:46:48 PM, Designiet 500 N.pc3