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Home My WebLink AboutPermit D10-094 - BELFOR PROPERTY RESTORATION - TENANT IMPROVEMENT AND MEZZANINEBELFOR PROPERTY RESTORATION 4320 S 131 PL D10-094 City 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 DEVELOPMENT PERMIT Parcel No.: 7349200095 Permit Number: D 10 -094 Address: 4320 S 131 PL TUKW Issue Date: 07/15/2010 Suite No: Permit Expires On: 01/11/2011 Tenant: Name: BELFOR PROPERTY RESTORATION Address: XXXX S 131 PL , TUKWILA WA Owner: Name: NORMED SHAW PTN Address: PO BOX 3644 , SEATTLE WA 98124 Phone: Contact Person: Name: DAVID KEHLE Address: 1916 BONAIR DR SW , SEATTLE WA 98116 Phone: 206 433 -8997 Contractor: Name: BELFOR USA GROUP Address: 3826 WOODLAND PARK AVE N , SEATTLE, WA 98103 Phone: 206 632 -0800 Contractor License No: BELFOUG99OBJ Expiration Date: 12/14/2010 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2455 SF MEZZANINE FOR NEW OFFICES AND TENANT IMPROVEMENT OF EXISTING 3306 SF OF FIRST FLOOR OFFICE. INFILL THE EXISTING DOCK HIGH LOADING AREA AND MAKE DRIVE -IN RAMP FOR OFF LOADING. NO CHANGES TO BUILDING EXTERIOR. Value of Construction: $502,375.90 Fees Collected: $13,960.50 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: IIIB Occupancy per IBC: 8 * *continued on next page ** doc: IBC -7/07 D10 -094 Printed: 07 -15 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: //www.ci.tukwila.wa.us Permit Number: D10-094 Issue Date: 07/15/2010 Permit Expires On: 01/11/2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: End Time: Fill 0 c.y. End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complied Date: er►I��t�� ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Print Name: Date: _ J — This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -7/07 D10 -094 Printed: 07 -15 -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://wwwci.tulcwila.wa.us PERMIT CONDITIONS Parcel No.: 7349200095 Address: 4320 S 131 PL TUKW Suite No: Tenant: BELFOR PROPERTY RESTORATION Permit Number: D10-094 Status: ISSUED Applied Date: 04/08/2010 Issue Date: 07/15/2010 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: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 8: 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. 9: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 10: 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. 11: 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. 12: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 13: Manufacturers installation instructions shall be available on the job site at the time of inspection. doc: Cond -10/06 D10 -094 Printed: 07 -15 -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 14: 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. 15: 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). 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 18: ** *FIRE DEPARTMENT CONDITIONS * ** 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: 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) 21: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 22: 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) 23: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 24: 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) 25: 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) 26: 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) 27: 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) doc: Cond -10/06 D10 -094 Printed: 07 -15 -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 28: 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) 29: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 30: 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) 31: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 32: 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) 33: 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. 34: 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) 35: 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) 36: 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) 37: 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 sprinlder systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 38: 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. 39: 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) 40: 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 doc: Cond -10 /06 D10 -094 Printed: 07 -15 -2010 104.2) • • 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 41: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 42: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 43: 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. 44: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 45: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 46: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 47: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D10 -094 Printed: 07 -15 -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 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 construction or the performance of work. Signature: Print Name: \ c").\\ Date: ordinances governing or local laws regulating doc: Cond -10/06 D10-094 Printed: 07 -15 -2010 CITY OF TUKW111) Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tulcwila.wa.us • Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) 0 �D 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 422114 C' Site Address: X90. 131st Place King Co Assessor's Tax No.: Tenant Name: Belfor Property Restoration Suite Number: Property Owners Name: NorMed Shaw Partnership Mailing Address: P.O. Box 3644 Floor: New Tenant: ® Yes ❑..No Seattle WA 98124 City 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 Gas Piping (pg 5)) Company Name: To Be Determined Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: City Day Telephone: Fax Number: Expiration Date: State Zip 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: CT Engineering, Inc. Mailing Address: 180 Nickerson Street Suite 302 Contact Person: Richard Hudson E -Mail Address: rhudson @ctengineering.com Seattle WA 98109 H: Applications\ Fortm s - Applications On Line12009 Applications \1 -2009 - Permit Appliration.doc Revised: 1 -2009 bh City State Day Telephone: (206) 285 -4512 Fax Number: (206) 285 -0618 Zip Page 1 of 6 BUILDING PERMIT INFOION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 220,000 (.�1� I�qp 110 M) Existing Building Valuation: $ Scope of Work (please provide detailed information): To construct a new 2,455 SF of mezzanine for new offices and construct 3,306 SF of new first floor office. In fill the existing dock high loading area and make drive -in ramp for off loading. No changes to building exterior. 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: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: Handicap: FIRE PROTECTION/HAZARDOUS MATERIALS: WI Sprinklers m Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safe ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ApplicationsWnms- Applications On Iine\2009 Applications\1 -2009 - Permit Applicatioadoc Revised: 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 15f Floor 39,000 5,700 III -B B, Si, F tad Floor 3`d 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: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: Handicap: FIRE PROTECTION/HAZARDOUS MATERIALS: WI Sprinklers m Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safe ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ApplicationsWnms- Applications On Iine\2009 Applications\1 -2009 - Permit Applicatioadoc Revised: 1 -2009 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Print Name: David Kehle Mailing Address: 1916 Bonair Drive SW Date: 04/05/2010 Day Telephone: (206) 433 -8997 Seattle WA 98116 City State Zip Date Application Accepted: m'' 101 Date Application Expires: [0 (Pt' 1 tO Staff Initials: li / I� H :\Applications\Forms- Applications On une\2009 Applications \1-2009 - Permit Application doc 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.tulcwila.wa.us RECEIPT Parcel No.: 7349200095 Permit Number: D10-094 Address: 4320 S 131 PL TUKW Status: APPROVED Suite No: Applied Date: 04/08/2010 Applicant: BELFOR PROPERTY RESTORATION Issue Date: Receipt No.: R10 -01317 Payment Amount: $12,360.26 Initials: JEM Payment Date: 07/15/2010 10:37 AM User ID: 1165 Balance: $0.00 Payee: BELFOR USA GROUP INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 00153636 12,360.26 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES FIRE IMPACT FEES PARK IMPACT FEES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 90830402.5000.5304.XXXXX 90930101.5000.5301.XXXXX 000.345.830 640.237.114 Total: $12,360.26 4,798.00 3,985.30 2,054.00 1,518.46 4.50 PAYMENT RECEIVED doc: Receipt -06 Printed: 07 -15 -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 RECEIPT Parcel No.: 7349200095 Permit Number: D10 -094 Address: Status: PENDING Suite No: Applied Date: 04/08/2010 Applicant: BELFOR PROPERTY RESTORATION Issue Date: Receipt No.: R10 -00598 Payment Amount: $1,600.24 Initials: JEM Payment Date: 04/08/2010 12:14 PM User ID: 1165 Balance: $6,320.96 Payee: BELFOR USA GROUP, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1796 1,600.24 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,600.24 Total: $1,600.24 E T ECEV doc: Receipt -06 Printed: 04 -08 -2010 INSPECTION RECORD Retain a copy with permit 13/0- q PERMIT NO. CITY OF TUKWILA BUILDING DIVISION le- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 131 -3670 • Permit Inspection Request Line (206) 431 -2451 Project: Be l.. - iZrvppi i, Type of Inspection: ,� = „�.�# / Address: S!220 s . /3 /P1, Date Called: Special Instructions: Date Wanted: /./—/G - /cam Requester: Phone No: 0206- 4//4-76 S A Approved per applicable codes. ID Corrections required prior to approval. COMMENTS: -Pee pri -P k -. 4 nspec't r:� 1Dat>,,,, .-111 PECTION FEE REQU RED. Prior tdnext inspection. fee must be, ,, aid t 6300 Southcenter Blvd., Suite 100. Call t� schedule reinspection. • //If i S. - �St' •. - r +`M A.� ::: • - . • A i Y”. f. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PEMIT N0. CITY OF TUKWILA BUILDING DIVISION` • 6300 Southcenter Blvd:, #100, Tukwila. WA 98188 (206) 431 -3670 . Permit Inspection Request Line (206) 431 =2451 C� Pro ct: A rb r frhj b Type o Inspection: Address: 4r 44 -2 S• t3( P1-. Date Called: Special Instructions: • • Date Wanted: { / \J a.m. Requester: Phone No: 2.,5 1 t i -- -1 4se EJApproved per applicable codes. Corrections required prior to approval: a COMMENTS: 7 i IInsPe:ct: (Date: (f _ i Z_ I •.ri REINSPECTION FEE REQUIRED. Prior to next inspection;•`fge must be paid at 6300 Southcente.-Blvd.. .''Suite 100. Call to schedule eeinspection. INSPECTION RECORD 4‘3-- Retain a copy with permit INSPEC PERMIT NO. ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 - (206) 431 -3670 Proj ej,-5 , Type of Inspection: • Adddr� ci .4 Date Called: J---P Special Instructions: Date Wanted: a.m Requester: Phone No: EJApproved per applicable codes. J Corrections required prior to approval. ; :• • COMMENTS: 1-- / t A f •`- 1*\ 0 J4 ;0'1` J---P /(4A -(5 3 - ,- _3 iraJO -..- Y- 0.- .;...k .— ;...-,- :.1 i (---' c4") - w t R ,,i,1,, `v • •' ri REINSPECTION FEE REQUIRED. Prior to next-inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. r • ti INSPECTION NO. INSPECTION RECORD Retain a copy with permit pc 0 PERMIT NO • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188• (206) 431 =3670 Permit Inspection Request Line (206) 431 -2451 cp Kr..3 (fit DA Type of Ins ection (�, A Addr=ess: -x 7,A3 (r Pt__._ Date Called: . - - -^'-- .5. Spetiai Instructions: ''`` ��V i t Date Wanted: ff __. It ._ .a.m. �{ ar l �� Pm. Requester: Phone No: / --6-S53 Approved per applicable codes. • •1=1 Corrections required prior to approval. ki COMMENTS: Ins.. ector: Date: �'— /O REINSPECTION FEE REQUIRED. 'rio to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. - • • .t•G.ye:rza INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF•TUKWILA BUILDING DIVISION `g' r- I 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 • ' Pcoj ct: applicable codes. r Type of Inspection: COMMENTS: Address: f9 pr. iv Date Called: Specia1.lnstructions: bate Wanted :+ a�.m- Requester: Phone No( - (q - s ' Approved per applicable codes. • ❑ Corrections required prior to approval. + COMMENTS: • - • •r • 9 .. .. 1 f.: :; r • . • . -. - 6 Ja • r L �. A0 4 ., .. REINFECTION FEE REQUIR€D. Prior to next inspection. fee must be paid'at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • •s • INSPECTION RECORD Retain a copy with permit D' ° -c INSPECTION 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 P e j r ! i im©A / .Ll oP rt 1....:( (o e Scss: S1" Date Called: Special Instructions: ae✓ aIUR I X Date Wanted: a.m. r I 1 r d - 7„E Requester: C Phone No: -4(5-625g ElApproved per applicable codes. Corrections•required.prior to approval. . COMMENTS: CO e- ,....% if_ re4 0 :■, re4 A.A. ALim'` . -- of d- -1-0; -- ,k. A( e : re e rP�S p A-t k( 'e I) 4 e.� � i 5 , � vsri' & ---r-4-1(-,e^ i / • %0..f tJtre . 4 i ae✓ aIUR I X � t or s d� = - -, ia)LI. fl I- Jr -r/t/ \iVt. 2 Insp - or 0 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: ,/� �' V im / '1 INSPECTION RECORD �Q Retain a copy with permit 'O io -1 INSPECTION 0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 • (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proj t: tAFv L. R . e . S 7 a 1 Al Type of Inspection: a SJS . C • I., AG Address: St- Date Called: Special Instructions: Date Wanted: 1 0 , a.m. �" . Requester: .. Phone No Approved per applicable codes. • Corrections required prior to approval. COMMENTS: Inspe( tor: 2) 1Date:, ;1:1 t 0 REINSPECTION FEE REQUIRED. Prior inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100: Call to schedule reinspection. •wr.:•1 -- ...act. • • . • a••Y••• taw +KAV -. w. .. - . • • • ••••.s: . •0;"xr Mar"' r - INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter A1.00; TukwilaF.W.A.798138 • (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Projg: --, too 0 "_, ifeatif, (Am Type of Inspdttion: t • L-- 0.3 . Address: !o 43E6 5- 1 31 Date Called: Special Instructions: • _ Date Wanted: . ...a.m.: i0 ,- tq'ta p.m. Requester: • Phone No. i S-1 0 ve'Sq' LIApproved per applicable codes. Corrections. required prior to approval. COMMENTS: ,A‘ 6-0 OP. 1. ctor:"`• IDatei 0 ( NSPECTION FEE REQUIRED. rior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • * • V.IV • -"scsktrtri•-_-r..< cr...s.m..rser;.1- • I.?, -.- • - INSPECTION RECORD Retain a copy with permit INSPECTION 6JO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 =3670 Permit Inspection Request Line (206) 431 -2451 Prg12j ' t: � .41)0 AA 4!a 1.1 �e Type of Inspection: .S ; #j. ( ■Utt Address: 4432,() St Aco-r-ku.._e__ 04,t e _,_s.eJ ( 6 4,1--( 1 (?(....4.-T,' De 13(PL Date Called: Special Instructions: • . i1 j • Date Wanted: • / - -! 1 0 Oa.. !t y 0 p.m. Requester: PIA -'-- 510 -- &S-q.3 E` Approved per applicable codes. Corrections required prior to approval. COMMENTS: • .41)0 AA 4!a 1.1 r I x, , t i s /'t X- J , -- .A sa ,,U ,l q li - 1 ! -- ._.) f IA Aco-r-ku.._e__ 04,t e _,_s.eJ ( 6 4,1--( 1 (?(....4.-T,' De ftr Sc 0 - p A/`i ! A4 f f -frJ,v ter J I'LL k.lA--75.( -PLC -I &t A L LP — ( ...5` P.r) - • Ilns ctor: IDate:i 4, LI REINSPECTION FEE REQUIRED `Prior to next inspection, fee. must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. att ,L•.,39� -: "fi2'= 920.44 ,: 4006"?rye- 416.44 '......5¢..0.►s r ..r...�.. .Y,Y..� w; "•e" ... . .,,0...: . q't11". • orl.SZD t: +St • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Lihe (206) 431 -2451 Pr ' ct: rQ�� IC) Pro Type of Inspections A i 13 Date Cam: Special Instructions: • --- ....a.m. Date Wanted:. . t (0 --(/) —f"p p:m. Requester: Phone No: ❑ Approved per applicable codes. El Corrections required prior to approval. It COMMENTS: p ov �+` � f A ib% 1.4-, } .. 'O e e 0,,,v-Li Ai -1-1.)r -) - ft i ‘ . REINSPECTION FEE REQ ' tRED. Prior to next inspection. fee must be paid at 6300 Sout center Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 fic ro 4 Project- F, r" Pr D !" - _ crest 'e Type Type of Inspection: ._-__E - idols A dress: 3'r' 4 o 2- 5- I3( Date Called: �oI_. Special in - Date Wanted: -----7—a.m 5) -27 —ra Thrftt Requester: Phone No: 166- r o --Er 5-53 Approved per applicable codes: - orrections required prior•to approval :_ • • COMMENTS: ip 4"...N p )4.) 0 J*( De 4f to (7-.\611 4f A-6 O .k i --rr An s 0.0` R.. r.. ' ,3A AA -rt-N C� S e c DP vim i @_,'I----bp, @ —7--; ' :6 if-srmg te5 A tlA rek 144,-. l w ok F ` p il F 'R 1),c ' "7 f J, (Y l ,stn /- ^tco .a..? TT . r..tiQ / f P C r • L.1-4-c1� 0 # , j) �. /fj -! I A 7�.. T C i i 1 P- -\ : ".f p X N - ` t r C` C qI-0 r ,M I,` of12,IlJ .er i pMr rA A. V �QfP (0 i .& Jr. S f _. o IC' .4 4, kt 1Insp Date: I q z �� ri "—I REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0 • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pr 'ect: j . rPraP. mr Type of Inspection: ( q, wA—t ( ! ' Address: sfi Date �led Special Instructions: 3fo5 3 � �+ � , ' Date Wanted: r 4? –��Ile p m Requester: i Phone No: Ears-5 /0 —553 Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: itc, jcJe_ L.J Ok /r Inspector: Date: ri REINSPECTION FEEREQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 1 r f • 4V--3 INSPECTION RECORD Retain 'a copy with permit fit° -o54 INSPECTION NO. PERMIT NO. CITY OF•TUKWILA BUILDING DIVISION' f - 6300 Southcenter Blvd., #100, Tukwila. WA 98188' (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project:, Type of spection: rl' �c cat i ..4 fug' er J ve)- `�s Address: Date Called: f-.)( -1-.1)^ 4t) 64 Special Instructions: 351 U.- °r? *In) tiO 0-4q41 U Date Wanted: `' Zr� -7'3 p.m. Requester: Phone No: 2.,1i)(," SR) -?5:3 Approved per applicable codes. El Corrections required prior to approval: COMMENTS: g r 1 DJ LA,r A-fp Jute ,r-o Insp tor: P. -REINSPECTION FEE REQUIRED. -nor to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f Date: 5 • r� • r^^agpF� 'e As • • • o- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. • CITY OF. TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Jiro -011 :jcor (r0 'Lai lc Type o peeti 'PrRe i r /1 4, * �. T?) cQA •P 5: e &A Addr s .. U s' 13/ /c_•_ Date Called: • • Special Instructions: 'r7)//0 643.5-33 .- 4 (`� fteAjt-5 `'IP PI , il ' Date Wanted: q —1 •r c5i q.m: Requester: q'" .a0 �� _" to -.57a -8-5-53 ElApproved per applieable codas.' 7 a Corrections required prior to approval./ COMMENTS: - . - • ` � l P r d LAI/ t „J r y 6 * �. T?) cQA •P 5: e &A ui A I -- c `c,�T s- t�. c 1 /r- ( aCe41€ ^- r e e. � • o-) .0 . k1' • .• k.- / : % - - , " _„4,,r4;\``I :c"- v p.) yy v 11 f . _' 1/4C- --...„,....-, w, ) N.,1 - A Ilnspect(pr: Date: (C _( ` n REINSPECTION. FEE REQUIRED. Prior to next inspection, fee must be . paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. •• —vCM...elV • r r. INSPECTION RECORD Retain a copy with permit INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION Ors - (954 PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Perrnit Inspection Request Line (206) 431 -2451 Pro'ect: � , Pro. . TYPe o�lnspection: Adress: pAa DateCa lled:11 r^t ew- Special lctions: . 3334 —0( Date Wanted: . ! – '' —,'0 f . .m. Requester: )(45 Jv►�'.S.fk66_ i � �„A ,i•Cnc,L Phone No: 14)(e)_-S(4- Fat Approved per applicable codes. - El Corrections required prior to approval. COMMENTS: e 441 _ [tDecQ AciA <t.J' v4�.r� -r rj /-S i,•Ja( ,4d S(ti — et(- _to w -u^Ltj w r 2v4-4' 1 /� vim. ' i- _ L ^Jle.a■A 1.J.� Y %�lric 0n - !\Sn.e (.6 A C Ilns ttor: Al (Date: ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. erv9.i,h .MiCI..*.�.?.!.fY.!7�Llia�> ..^�� " i+ i! 4r. S. •'i'0.s /r.::,:.?�T�!?W??Ay. -sr!i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 10 - oqu #D-t15 PERMIT NUMBERS 1. CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: 61 4 - - Type of Inspection: . 0,04A r,,�J , rre T Address: y 2 o , Suite #: rpo S. t 7)► S pL Contact Person: ., krr4e L' ragi! 6.46/ foi? l/.5 // Special Instructions: — /I v, e 47 1, 4 L cLA. r\ ,.. I d...o.cia r 4,. eke *,\/d; '•- Phone No.: 2e 5'- 2.4- -. S4jw0 6,1-, sag: ... += :4-(G-' [XI Approved per applicable codes. nCorrections required prior to approval. COMMENTS: yP S Sprinklers:' ),( 1/IA4 In 41 «it- a t i -,A -i- 5,44 L / Vesf IAA ;A- la -/- 2 36 - — /I v, e 47 1, 4 L cLA. r\ ,.. I d...o.cia r 4,. eke *,\/d; '•- -. S4jw0 6,1-, sag: ... += :4-(G-' — erd.c . :i 4+`' `5 We..a- Pre -Fire: r« c t Uk_ alp - exc._(.,,F gic l i O'e $0/0- .4,4,(.a.._ 1 ao ii/ /,, - — - "P out r .) .s1 -folo-e 1.4 ,1- - %✓P eo, Gi u,; I e- -lY3 614 . P oct.,C Needs Shift Inspection: yP S Sprinklers:' ),( Fire Alarrm : i Hood & Duct:. Monitor: v, l Pre -Fire: Permits: Occupancy Type: - - Inspector: ,_ fi►Ai\ c4 I Date: • +II y /r 8 Hrs•:. j, () $80.00 REINSPECT ON FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 i�Fti. f. %user. ! ".; ? E %n irJ *r. i✓.'. "s �! .'3! Y ^='- i t'S.i.+'.✓ :+1.13�i*•,I�.is�in: nip+L.ti._— .:r�rha' e7kls:,'`.,?.�ta7- ,' t::a,.�iw,.c�;.�NZw7?.L wt: 2 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit �1 CMLI 10 - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: to l f. „ad_ p,r0,4,4 >a S Type of Inspection: 540t.v i )€,Q,.. f:' J Address: 4/329 5 /3 / Pt. Suite #: J 00 Contact Person: . eve Special Instructions: . Phone No.: YO S---- 2ef-' 27. roved per applicable codes. nCorrections required prior to approval. COMMENTS: 5f2t<. •0,e J-r.�. ., AlaTG : tie 44- -"Ivo 41., f; k) r •'tlal5 ..A/# P A.- tJ� Needs Shift I nspection: _ _ Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ( Date: / d/ ��v Hrs.: r $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 a INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit / — 5 2csi PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: r3e 1.F dti pf6r (re.,4.., t S Type of Inspection: Fire Alarm: • - C -V iii. Address: 47/3 z-c. Suite #: S J / ". Contact Person:. � . Special Instructions: Phone No.:, `'2S - ZC 0,74 271.5 " Approved per applicable codes. riCorrections required prior to approval. COMMENTS: Sprinklers: _ Fire Alarm: • - JJL )ry Monitor: Pre -Fire: S filial- 7 /304r,---- PS 2,1 v psr ./7 . 0,74 7--,Mn c.... 1ca 0 .es - 7-X, 05 T_ r - ! n .ti .'� t . t Needs Shift Inspection: Sprinklers: _ Fire Alarm: • - Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ./7 Inspector: rim - 3 - Date: ) o / 5rh o • rs.. 7 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from t The City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc T.F.D. Form F.P. 113 , ^4' INSPECTION NUMBER • ' t!r INSPECTION RECORD Retain a copy with permit MO- OW PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: isetroA Sprinklers: Type of Inspection: Hood & Duct: Address: '131'4 s Suite #: /3, PL, Contact Person: , Occupancy Type: - Special Instructions: Phone No.: Liz r- 76 d' ' �7 . Approved per applicable codes. Corrections required prior to approval. COMMENTS: Hideo 7c sr 7 spier 77'0.04 5'eL.trd.► J{ € } ,Nr+cc4_ )/ i - '121 leo 400# 4 ,luc.tis dal t,- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: •. Permits:.; Occupancy Type: - Inspector: Date: jr2`/yJiP Hrs.: ,/ $80.00 REINSPECTION FEE REQUIR. You wiii receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F:b. Form F.P. 113 ;ion Alteration ❑ Change of Use ❑ Prescriptive 4 ,ponent Performance (See Decision Flowcha 4er) for qualifications) k . P:�4i nv. p 2006 Washington State Nonresi..' .ntial Energy Code Compliance Form 2006 Washington State Nonresidential Energy Code Compliance Forms Project Info Project Address Ft gin •�; wnspu ;i4 Irnate: Revised July 2007 Date �I I0 For Building Department Use Applicant Name: Applicant Address: anse 12R.01 Applicant Phone: 106,-4.33 $gmI Project Description ❑ New Building ❑. Compliance Option Space Heat Type Q Electric resistance 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 (rough opening) (vertical & overhd) Ci U9s �� Concrete/Masonry Option Q yes Check here i no Option. See assembly be 0 yes Semi- Heated Path * no Check here c as defined ire insulation rec Envelope Requirements (enter values as applicable) •ctronic version: these values are automatically taken from ENV -UA -1. Gross Exterior led by Wall Area times 100 equals % Glazing Minimum Insulation R- values Roofs Over Attic All Other Roofs 21 , II-- Opaque Walls 21 Below Grade Walls Floors Over Unconditioned Space Slabs -on -Grade ID Radiant Floors Maximum U- factors Opaque Doors 11:0•6-0 Vertical Glazing U: 0 t COO Overhead Glazing 0 LI.: 040 Maximum SHGC (or SC) Vertical/Overhead Glazing ' U : D. 4-5" 1. Assemblies with metal framing must comply with overall U- factors Notes: ❑ Seattle EnvStd Systems Analysis ® All other (see over for definitions) •ctronic version: these values are automatically taken from ENV -UA -1. Gross Exterior led by Wall Area times 100 equals % Glazing — (11f2 X 100 = I1" d this option and if project meets all requirements for the Concrete/Masonry :ion Flowchart (over) for qualifications. Enter requirements for each qualifying t semi - heated path and if project meets all requirements for semi- heated spaces -)n 1310. Requires other fuel heating and qualifying thermostat Only wall -,ent is reduced (2006 change). Only available in prescriptive path. 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 > 9.0 Btu/ft • °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) JUN 9 9 21110_ �Y U BUILDING flI IIPI(W RECEIVED Civv OF TURVV(LA 8 2010 PERMIT CENTER PIO- 0°r-I , 2006 Washington State Nonresidential Energy Code Compliance Form maYfL'A" `:';; Jk a�rya .A +i t i$a .i.v, nuelopeu..mmary�(ba�k ►`yti 2008 Washington State Nonresidential Energy Code Compliance Forms im`ate'-Zone 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 including 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 Wife 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 4—N No] Mass Wall Criteria OK? (below) Yes • AG Mass Wall Insulation Req. Mass Wall CMU Block Wood Frame Metal Framed U0.15/R5.7ci Ins. Cores R19 R19 1' es Yes w Glazing Criteria Met? Glazing Area % 0-30% 30-45% >45% Vert OH UVaI UVaI SHGC 0.55 0.70 0.45 0.45 0.60 0.40 Not Allowed No Yes Yes 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—Yes Wood R -10 R -19 R -38 R -30 R -30 R -10 R -10 U -0.60 Metal R -10 U -0.062 U -0.031 U -0.034 U -0.029 R -10 R -10 U -0 60 LN Yes • Yes— Glazing Cntera Met? Glazing Vert OH Area % UVaI UVaI SHGC 0 -30% 0.40 0.60 0.40 >30 Not Allowed Prescriptive Path Allowed Yes . Component Performance, Systems Analysis, or EnvStd Required No Yes • No-* AG Mass Wall Insulation Req. Mass Wall U0.15/R5.7ci CMU Block Ins. Cores Wood Frame R19 Metal Framed U0.062 Concrete/Masonry Option* Wall Heat Capacity (HC) weighted area ted eat 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 nthnr wnlle ,,en Assembly Description Assy.Tag HC"' Area (sf) HC x Area Totals Area weighted HC: divide total of (HC x area) by Total Area Section 1009. 2006 Washington State Nonresidential Energy Code Compliance Form nvelope culat rrr 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address 411, Gam 1,515'rrpl„ J `Q Date �brv1� Space Heat Type Electric resistance 'AII other !For Building Department Use Glazing Area as % gross exterior wall area Prop. Max.Target Concrete/Masonry Option 0 Yes ® 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) — co • N > 5 U= D.I;oo Plan ID: E( IUe_ U= 0,$b Plan ID: twtek.oL U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: 0.(00 clb4S *42,1 p , o 32 10.0 c13m' S 065" GI14Z* Glazing % Electric Resist. Other Heating 0-30% 0.40 0.55 >30 -45% see note above 0.45 Overhead Glazing Over Attics 1 U ='' ' ' • Plan ID: ' .. U= Plan ID: U= Plan ID: U= Plan ID: /94E) ige2 l p,S. Glazing % Electric Resist. Other Heating 0-30% 0.6 0.7 >30 -45% see note above 0.6 Oth.Roofs [ U =0.95 Plan ID: mss{LI4 N"t U= Plan ID: U= Plan ID: U= Plan ID: (7•5c ici 5 b?' ZS CD Fr °o O o ■ U={7 'L' PIan ID: lWicoc' U= PIan ID: U= Plan ID: Q•(a) 64 42.- 0100 221 '` L. Other Heating 0.60 Electric Resist. 0.60 > i O ° R= PIan ID: R= p1PC PIan ID: R= PIan ID: Electric Resist. Other Heating 0.031 0.036 Other Roofs R =/..I PIan ID: till dei„ R= hi PIan ID:W(z 2 �� R= PIan ID: R= 2 PIan ID: gg �ay R= 21 PIan ID:rueg, Z R= +2,1 Plan ID:yn}n 60 R= PIan ID: R= Plan ID: R= PIan ID: R= Plan ID: "Note: sum of Target Areas here should equal 0'44 11 d' 0 i tG Z *e-19 6949)5 1695 0 400.116 2t13 °.°92. 3 I4iA Target Opaque Wall 3,41 111,v1 13.1 Ill .1b tgq.43 Area (see back) d. n4to 1 I) 144311 Electric Resist. Other Heating X0..034 0.0416,} G+ i i %,a4 r't'T ** ** Opaque Walls* Electric Resist. Other Heating Frame -Wd 0.062 0.062 Frame -MtI 0.062 0.109 Mass Wall'` 0.15 0.15 ++ see mass wall Criteria ocIuw Grade wfluc R= Plan ID: R= r f Plan ID: 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 c L > c R= Plan ID: R= uu Plan ID: R= I�/4 PIan ID: R= PIan ID: Electric Resist Other Heating 0.029 0.056 oiau -uu- grade Parlion+ R= 0 PIan ID: • \\161.,l, R= d Plan ID: WI R= PIan ID: R= Plan ID: O'S' 7a'3 b'1 zj S 4t, os' b' ", 40, !O 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' tl/ tW ,5*. 1 1M ii ,1 Totals! it) 1w r J I,o 1, 6' To comply: 1) Proposed 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 2006 Washington State Nonresidential Energy Code Compliance Forms 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 rn N `6 C7 ID: Ert 163104, ID: 1 NI , I3t F!y ID: ID: ID: ID: O.y,S el 04.T 4T - t> [ 32 vi,+ bt��' 113►l•,S 4Th Glazing % Electric Resist. Other Heating 0-30% 0.4 0.45 >30-45% not allowed 0.4 `Note: Manufacturer's SC may be used in lieu of SHGC. Totals Vl�lOr S / i 4 Totals' 613(v, (vr S 7L, 4- For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE: Since 1997 SHGC compliance for vertical and overhead g!:,zing is allowed to be calculated together. I114stmentyCalcdIa If the total amount of glazing area as a % of gross exterior wall area (ca •Jlated on ENV -SUM1) exceeds the maximum allowed in Table 13-1, then this calculation must be submitted Use the resultinr..reas in the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area Proposed Areas: Numbered values are used in calculations .:low. fs over Attics Other Roofs Walls OG= OG= VG• Max Glazing Area (Table 13 -1) x 100 Target OG Area in Roofs over Attics Roofs over Attics Other Roofs Walls Max OG Remaining 0 lesser Maximum Target Glazing Area T get OG Area in Other Roofs 0 lesser Opaque Area Proposed OG Area a Target OG Area Proposed p a q Proposed Opaque Area + Note: If there is more than one type of wall, the Targe▪ t VG Area may be distribu• • among them, and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calc rated here. Proposed VG Area Target VG Area Target VG Area Note: OG = overhead glazing VG = vertical glazing Target Opaque Area Target Opaque Area 1 For Target OG's, the lesser values are used both here and below. Target Areas OK Target values in shaded boxes are used in the ,plicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also us . in the applicable Target SHGC calculations above. 2006 Washington State Nonresidential Energy Code Compliance Form :.1• r.9 '. tJ. "ngw it itY .,, Building eritPlans -.'il, .4.1, °. <•r.�+x�,.....9 2006 Washington State Nonresidential ^�' k4„ H+ f 1 £ +{ Y T `� ' F4} u, ,. f 4.rF.. -- �: ,:b. .w:y -. �, .t�n:.c:�:� r. , u.in4xo S"r'.'d. 1 ,A?;:. 4i''" N^�`4'•.V:S .�:.�.FY Checklis��„ F 9 C .f )1s• • ` ^" t• :'w'.. {M I. r kA ,EVrCHK i!.t�s ;... J Revised July 2007 Energy Code Compliance Forms Ayr Project Address il*� /,,• V� (Date 044,01/ it 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 (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identif'ed on plans if allowed If "Other", indicate on plans that electric resistance heat is not allowed Semi- heated spaces identifit 1 on plans if allowed 1, 2, 1, 2. 1302 Space heat type: 1 ' �It 1310.2 Semi- heated spaces 1311 Insulation 1311.1 Insul. installation Indicate densities and dear+ :ces -f", G, 11 Y 1311.2 Roof /ceiling insul. Indicate R -value on roof s-•sns for attics and other roofs; e' Indicate clearances for attic •)sulation; Indicate baffles if eave ven', nstalled; Indicate face stapling of fat ' ' batts -�+ i r tP 1 1311.3 Wall insulation Indicate R -value on wall se .ins; Indicate face stapling of fat I batts; Indicate above grade exter. • insulation is protected; Indicate loose -fill core insu' on for masonry walls as necess; Indicate heat capacity of m. .mry walls if masonry option is uses 73- �� fe /� H 1311.4 Floor insulation Indicate R -value on floor se • ons; Indicate substantial contact •'th surface; Indicate supports not more • in 24" o.c.; Indicate that insulation does -ot block airflow through foundatic' ients Y 1311.5 Slab-on -grade floor Indicate R -value on wall se on or foundation detail; slab insulation ext(- is down vertically 24" from top; Indicate above Grade exten : nsulation is protected .9�.. 1' 4 ,r LP 1311.6 Radiant floor Indicate R -value on wall se in or foundation detail; Indicate slab insulation exte s down vertically 36" from the top; Indicate above grade exter ; nsulation is protected; Indicate insulation also unc - entire slab where req'd. by Official �r Y 1312 Glazing and doors Provide calculation of glaze, area (including both vertical vertical and overhead) a_ 'ercent of gross wall area `f 1312.1 U -factors Indicate glazing and door 1 actors on glazing and door schedule (provide area -v. ahted calculations as necessary); Indicate if values are NFRC. r default, lt values are default Ind then specify frame type, +zing layers, gapwidth, low-e coatings, gas fillings ,Mr Se 6 1312.2 SHGC & SC Indicate glazing solar heat ,n coefficient or shading coefficient on glazing sc' Jule (provide area - weighted calculations as necessa, 1%42 1313 Moisture control l '1 1313.1 Vapor retarders Indicate vapor retarders or •arm side r iliPt 1313.2 Roof /ceiling vap.ret Indicate vapor retarder on if section; Indicate vap. retard. with s led seams for non -wood strut. ..' Y1313.3 Wall vapor retarder Indicate vapor retarder on dI section 11-4 lk 1313.4 Floor vapor retarder Indicate vapor retarder on •3r section NA 1 1. 1�/r/C 1313.5 Crawl space vap. ret Indicate six mil black polye • lene overlapped 12" on ground 1314 Air leakage .. 1314.1 Bldg. envel. sealing Indicate sealing, caulking, c.tsketing, and weatherstripping -1,...5' 1314.2 Glazing/door sealing Indicate weatherstripping 'G L ti el 1314.3 Assemb. as ducts Indicate sealing, caulking ar,: gasketing r�1� 1314.4 Recessed Lighting FixturE Indicate IC rating, ASTM E2c3 certification, and gasketing or caulking to ceiling PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) 1 Envelope Sum. Form Completed and attached. - Provide component performance worksheet if necessary If "no" Is shown for any question, provide explanation: 2006 Washin ton State Nonresidential Ener Code Com•liance Form 2006 Washington State Nonresidential Energy Code Compliance Forms 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 densities, 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. 1311.5 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): Stab -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 alternate 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 cavity. The lighting fixture shall be tested at 75 Pascals or 1.57 lbs/ft pressure difference and have a label attached, showing compliance with this test method. Recessed lighting fudures shall be installed with a gasket or caulk between the fixture and ceiling to prevent air leakage. 19°A ; p1.0' ILz =41)(02 1Z' = - I i*.it7C 12142.0'4 FU r wJJ x ILICW ti+17S1 rz) 121x Vwco\\( 1,4 t, ! 4-1 l(p0&. Sr r". I irept; li°,;)‘4?_Flect ••') D ezi4 ' r1,09A t'terrk, tc- i n uc4H-r ',451 152: 7Q, '■ 1C0 \ 4 lei 11\ EtAtit. ( 1 W)(Pf I 1 00 C ",43 Z12 145 Lt Igt Vro Eleme nt:, 5632.1ca /T1tr-LIr SKETCH OF ELEMENT - Note: Make copies of this form forjvery building element. Frarnino Ratio ( if applicable) , - Material Thickness Inches R /In Thickness R Value Solid R value Cavity OE M�11.H C6N,¢Em c (12., • 0E, _.l7 .51 . tit.. 11119. — Q- -kit 62 _ 114s SycliP. BO * o,sr lc btt • (al . Summation R Values 1111 U V&.'ue for Element (Avg.) Area of Element' Area of Element is net a ea after openings such as doors, windows and skylights have been subtracted. f--)›v-v 7(_UA,NS�K Element: rU0tE 5 t1:02 SKETCH OF ELEMENT Note: Make copies of this form for every building element. Average U Value = 'Value for Element (Avg.) = IV Solid (Framing Rado) + U (Cavity Rado)J/ 2 Area of Element* = * Area of Element is net area after openings such as doors, windows and sylights have been subtracted. 1 Poe ¢1202- 21 IIJSU L6 ...,,• -�' �� — 11 - ,_ -y ��. V4/124100,6, 6.� ill dwiii urt rW ME Framing Ratio (if applicable) = Materials Thickness (Inches) R / Inch Thickness R Value Solid R Value Cavity 1) but Ioc LIQ. 6, !• 2) 61Li4 (U= I ; 0,01 3) 1:6I2- % b•(121 4) p•21 lksUlti1ov1 co T 9.4s'1 5) 111„ t.l.iP 41' 6) 0/4b" 61, Bp p ,C(A 7) lobe Alci. O. col 8) 9) 10) 11) Total R Values U Value = 1 /R 12, 01 (9.L»' Average U Value = 'Value for Element (Avg.) = IV Solid (Framing Rado) + U (Cavity Rado)J/ 2 Area of Element* = * Area of Element is net area after openings such as doors, windows and sylights have been subtracted. ENVELOPE U -VALUE WORKSHEET "•.� :A'; Ly ':1�Yw�irYdhW`ja',Cr.•.•.'CYa4.7 %::i t.s'w.. .�r .rwl.:••. .. r7r• �_t. Element: SKETCH OF ELEMENT Noto: Moko copios of this form for evory building oloment. Framing Ratio (If applicablo) _ • I%? 62u L. 11% P?- 19 ti*L -b01,1 V6)VP) ieR) Wf'151P Materiel Thickness (Inches) R -Volue per Inch R -Value S olid • R -Volue Cavity I iCt dig 0 LH CGi II(4f2t'2 hWgfl w j t , t7 Ca — IiiJ' 11 Co 1r 8• :'ci • . , (G' 144frArX L -- • -•• • Sum of R•Volucs le, b41 U = 1/R — 0, 0412. Finn-tint) Retio • Solid U -Volue x Frnming Ratio _ a) --- 0'09Z- U=1fR 11 1 • Framing Ratio 157 CovityihValue tit (1 - Framing Ratio) bI Im:* ( Sum of Adjusted U•Veluas (e + b) =j9• -`2 11 - Area 0-Element ' - Net 'crop after openings such as doors, windows, and ckyiphts hove been ctat,t..,...el Element: SKETCH ®FJEM Nr Mote: Make copies of this form for every building element. 130itrt: UP 4 045t it No2 uoito Framing Ratio (if applicable) Average U Value 'Value for Element (Avg.) = (U Soffd (Framing Ratio) + U (Cavity Ratty/ 2 Area of Element' = • Area of Element Is net area after openings such as doors, windows and • sylights have been subtracted. Materials Thickness (Inches) R / Inch Thickness R Value Solid R Value Cavity 1 artvoc 12.-- 0.I1- b4 2 klit:r -LP goc, J 4 t4 en DP. 0,Cvi 1int4 b - - 5 e,lwsioe ►i liter0 . 01,l vi .a 41e n•to1 8 9 10 11) Total R Values U Value = 1/R 30.7 D '044 Average U Value 'Value for Element (Avg.) = (U Soffd (Framing Ratio) + U (Cavity Ratty/ 2 Area of Element' = • Area of Element Is net area after openings such as doors, windows and • sylights have been subtracted. N 3.4i,3:03,44114'rKl,��•'il� tom { 2006 Washington State Nonresidential Energy Code Compliance Form Mter1194, nigh# ng 2008 Washington State Nonresidential Energy Code Compliance Forms Project Info Address 1L,%12 `X 4- 4- twt Project Date o4.\o11,to Revised July 2007 Applicant Name: i C€ le) rAir Applicant Address: Applicant Phon Ito 3- boaell Project Description New Building ❑ Addition For Building Department Use .h Cppy 'Alteration ❑Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. • Compliance Option 0 Prescriptive 4) Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (ove-). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions ❑ No changes are being made -I the lighting (check appropriate box - sec. 1132.3) ❑ Less than 60% of the fixtures ew, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor /room no.) — 'T /1.-/ t,o 1 /11 Occupancy Description VQEHous. Allowed Watts per 0.5 Area in ft2 Allowed x Area From Table 15-1 (over) - document all exceptions on forrr .TG -LPA d Lighting Wattage Total Allowed Watts X30% Location (floor /room no.) Fixture Description IcAl mt. .Hol,'0e Number of Fixtures Watts/ Fixture 27 b& u0 Watts Proposed 1� 2q 04 161■7 -v 11 o1 -°p nt4' U1012trscasl n,FG, $)Llbs'r Z1•; 2'1( • L .• ►,i, E►.I'1` UxG• %.' MI of Trlel7,E0• It 1 'fib - I14 i4 M 1 \(6u, IetttP, b 4 2 —REVIEWED—FOR— —APPROVED* JUN 2 9 2010 Total Proposed Watts Jlay no - ,4:;ill'etsiilftilatiaatts for Interior Total Proposed Watts iif,", I I Notes: P�'Ln�Nr IYAIO 1. For proposed Fixture Description, rn l u }�t}r I )!�'tf+4es g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasr; only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. RECEIVED env OF TUKWILA uR 082010 PERMIT CENTER PtOO1LI. nteri`or�Lxg 2006 Washington State Nonresidential Energy Code Compliance Form in,gc 4im •, :S��fitl . ia4 f-'.d1 2006 Washington State Nonresidential Energy Code Compliance Forms Sia _ :11Ya�ke Revised July 2007 Prescriptive Spaces Occupancy: Q Warehouses, storage areas or aircraft storage hangers fp Other 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. Cleary 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- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. -1 Unit Lighting Power Allowance (LPA Use' LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools. hospitals, institutions, museums, banks, churches) 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations5 1.0 Cafeterias, fast food establishments', restaurants/bars5 1.3 Post office 1.1 Dormitory 1.0 Retail10 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 Gymnasiae, assembly spaces 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, perforating 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 '1, storage areas 0.5 Hotel banquet/conference /exhibition hall3•4 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 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices 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 w /ft2 of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. AP nresidential Enercly Code Compliance Form ',:. k'. 0 - 0'. .♦ �',`•. s tt yy�� Q' w -:t`y. 7': `� ,i fp4iX rx vfe �t i 37 }Y tightu g Motorf�a d Transformer fl. ?I� �1,,,,.F.x .�F,,,,,,,„:, ,., i,.., ' n....i. '•_:_W,,,,.}?,AN.it'�r.!i by z' 1g i , t 4r' r, .,...Y}'�•nnaP¢'y K tZyf "ti 12 t.1t, SF',, Y 4 1 h1.4 .... X p 1 n' C Mk} 1 i4 gt i P,Cerm�t Plans Cfheck1u t � tro`iS' n,: ,ti..a+,la1- 4.�1... ` -Sxrra 0.t9.1..10- N'mE {. .:'... L.1.... -fYr.. in✓+., v.,, ih LTG C�HK ''. N. r.:.^31.v_fr .WV aXh- .:.k.L".4 Revised Jul 2007 2006 Washington State Nonresidential Energy Code Compliance Fors Project Address 4 '` '9d' (� . Date OiI )0 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Ene gy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) k 1513.1 Local control/access Schedule with type, indicate locations -p3 4 1513.2 Area controls Daylight zone control Maximum limit per switch Schedule with type and features, indicate locations To, 3 T -3 1 1513.3 1 vertical glazing Indicate vertical glazing on plans -t 2 overhead glazing Indicate overhead glazing on plans gik 1513.4 Display /exhib /special Indicate separate contrk.'s µjp. 1513.5 Exterior shut -off Schedule with type and eatures, indicate location (a) timer w/backup Indicate location (b) photocell. Indicate location L lip• 1513.6 Inter. auto shut -off Indicate location 1513.6.1 (a) occup. sensors Schedule with type and Ications 1513.6.2 (b) auto. switches Schedule with type and 'natures (back -up, override capability); Indicate size of zone .:n plans 1513.7 Commissioning Indicate requirements fc. lighting controls commissioning EXIT SIGNS (Section 1514) I1514 IMax. watts (Indicate watts for each c <it sign LIGHTING POWER ALLOWANCE (Section 1530 -1532) til 1531 Interior Lighting Summary Form Completed and attaches Schedule with fixture types, lamps, ballasts, watt: per fixture IVA 1532 Exterior Lighting Summary Form Completed and attachec Schedule with fixture types, lamps, ballasts, watt,- per fixture MOTORS (Section 1511) 14l A, 1 1511 IEIec motor efficiency IMECH -MOT or Equipmr' It Schedule with hp, rpm, efficiency I TRANSFORMERS (Section 1540) HA* -I 1540 (Transformers 'Indicate size and efficient' 1 If no is circled for any question, provide explanation: 2006 Washington State P it$'`� ^,' kt, 006 wash Compliance Washington State Nonresidential Energy Code Compliance Forms Lighting - General Requirements 1513 Lighting Controls: Lighting, including exempt light in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the feature: listed in Section 1513.6.1. Where automatic time switche_ are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. Tt lighting controls, whether one or more, shall be capable of tuming off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may centralized in remote locations: 1. Lighting controls for spaces which must be used a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a 20 ampere circa loaded to not more than 80 %. A master control may be installed provided the individual switches retain their capabil.• to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing procea areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft2. 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant- sensing automatic controls which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from dayligh zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or speciatty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of tuming off exterior lighting when sufficient daylight is available or when the lighting is not required during nighttime hours. Lighting not designated for dusk -to -dawn operation shall be controlled by either: a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk -to -dawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety, security, or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior: Buildings greater than 5,000 ft2 and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft2 enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously aidential Ener �mit�YSPlans" illuminated in a manneginng manual operation of the lighting. 2. Emergency lightitems. 3. Switching for ind manufacturing process facilities as may be refor production. 4. Hospitals and lal spaces. 5. Areas in which n11 or dental tasks are performed are exempt* the occupancy sensor requirement. 1513.6.1 Occupancy Sena'Occupanq sensors shall be capable of automaticallg off all the lights in an area, no more than 30 mint er the area has been vacated. Light fixtures controlled by Fancy sensors shall have a wall- mounted, manual switdfRa a of tuming off lights when the space is occupied. bl EXCEPTION: Occ allowed to have two s Tight) provided the con 1513.6.2 Automatic Time Ones: Automatic time switches shall have a minis ' day clock and be capable of being for des per week and incorporate set an automatic 7 different h shut -off" feature, which turns off all loads for at leatours and then resumes normally scheduled operati4utomatic time switches shall also have program ba�cepabilities, which prevent the loss of program and ttrtll ngs for at least 10 hours, if power is interrupted. Automatic time switches in an over ride switching device which: a. is readily accessible; b. is located so that a persdPeing the device can see the lights or the areas controlleai?te switch, or so that the area being illuminated is animated; c. is manually operated; d. allows the lighting toi rend?°" for no more than 2 hours when an over -ride is initiatett� e. controls an area not exceelRtg 5,000 ft2 or 5% of the building footprint for footprir>IS�rer 100,000 ft2, whichever is greater. 1513.7 Commissioning Rements: For lighting controls which include dayli occupant sensing automatic controls, automat t -off controls, occupancy sensors, or automatic time 0Ires, the lighting controls shall be tested to ensure thiginfrol devices, components, equipment and systems are>I rated, adjusted and operate in accordance with approve and specifications. Sequences of operation shafunctionally tested to ensure they operate in accotloce with approved plans and specifications. A complete IV" of test procedures and results shall be prepared aniiged with the owner. Drawing notes shall require commiss002 in accordance with this paragraph. 1514 Exit Signs: Exit signsteell have an input power demand of 5 Watts or less ptl tgn. sensors in stairwells are ng (high -light and low- s in the high -light position. Motors - General Requirements 1511 Electric Motors: All pnanently wired polyphase motors of 1 hp or more, whidls not part of an HVAC system, shall comply with Semen 1437. EXCEPTIONS: 1. that are an integral part of specialized process equornent. 2. Where the motor igimtegral to a listed piece of equipment for which no �rnplytng motor has been approved. Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency eta low voltage dry-type distribution transformer shall be the Class 1 Efficiency Levels for distribution transformers specified in Table 4 -2 of the "Guide for Determining Eby th EffiCency for Distribution Transformers" published by the National Electrical Manufacturers Association National TP -1- 2002). CT ENGINEER I N G INC „010*Iltriiire‘- STRUCTURAL CALCULATIONS FOR BELFOR PROPERTY RESTORATION OFFICE MEZZANINE 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285- 4512(V) (206) 285- 0618(F) CODE REVIEWED-FOR APPROVED COVED ARCHITECT: DAVID KEHLE JUN 2 9 2010 Structural Engineers City of Tukwila BUILDING DIVISION CORRECTION ID to-- oorq RECEIVED JUN 17 2010 PERMIT CENTER Project: ` I Per %e- Nc,v- vjtz,t. I (c Q 3 Date: S ! 1 O Client: t.-de. Y. Ke 11 e_ Inc k 4 c't Page Number: 51 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512 FAX: (206) 285 -0618 PftrZ-I (ToN 'rF(€. l lZ 1u JV 4- Jo (S i L =2o��3 12i J2 17 v 1/ �Iloli °� 1,33(20)= 10-i1 %(I4,1 (All ((01)4161) 10`1 4 Ilcoi-r! = 112 101 z H9 - h0 ul,S • 11/41T31 a30 erb"L R6101 no ,5r ►`�l T t 56,0 Ca 1E-," R=10 '70 4121� Structural Engineers Project: lam-' co v U s-QGt Client: Date: Page Number: 7 Z' 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512 FAX: (206) 285 -0618 .f/20 P(oa,. : 1 It.5' 3 ,J8 W ,O5 +,015 4-.ot 1 A ' ()Jae, 1119_ vve"..) rr / Z - C. ii,5� �)�t•I5)(I(0)� 2,.n) .(1 ) biro $QU,f'v = 20 w = 14 C 30 35 = IM=(oc.t<. <9 xt2 300 V2,10/ t ' io/1 " A „ 051-x rt !z. =,1 �(i�traw" 5rz Qonaltr E-2.2 . -1 -n = 7G op "hcle) 5 :378. fit,- 2,St <2q T = 3 t02 t-��_ , t 5'f .01$( In7vB)(i,I55)(26)1f gib 2.0 (,3�toz) �,. : Q /boo Structural Engineers Project: 122 F19.4° Client: 1 N C. Date: Page Number: 5 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512 FAX: (206) 285-0618 gS k)4:: 2 3/2 (co ) t Zo .10 rykr I 4 -Fr w t dfi, g.=1g151 = .cif Z4 Vu I,,-Is(-7.b7S) 2 0,41c- 1200 C jCC ic,7 s4 mC - onulPc. ah = Z�2 (11161 .1`(00 ■ S-wi\p lrL 00%) I yn : 2 Z. S A_, 3 S x I yoo ST- = 131- A -,4Sii .213 -z, -m- Structural Engineers Project: Be 1 5 �� f 'se 1 N C. Date: 1 l Client: h Page Number: 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285 -4512 FAX: (206) 285-0618 /14 V- 171tA___ S (U () P7126, W (q-iL S _. Tk u 1,caa. 2S/2 ' t 1 +' &) 1, -33 = 1,{ 350 • i(02_ - 3 3 c t 10 "L A . 8 (c)'' g`i p Lice. --eir4 w„ d c,--1 o--5 ,t e 5'1z 3 � < 2_ o!. Z Cc, .---- `- "•��3 psi `P, Zz // (I 3'`� -� = t . � Z t k- 1 r 3�x 3� 5c,0tL. = ______, 3 j , r—SP fti 7 - INS art, S-ruig woktLS = E2 6,cc7 5 ► 'Z_ 13 (a, =3�� 135741j- Structural Engineers Project: FDel rhea Client: k,e Y I Le- 1 N C. 180 Nickerson St. Suite 302 Date: ] Seattle, WA I I 98109 (206) 285-4512 FAX: Page Number: (206) 285 -0618 LeDC G-- P -�91 )6-IL C w1- (60) = 8 oD w 3/4''0 rC 0 0 ti6 � cy c,A.y.,) 13 v a I op -i'Vj80) = 1� %23 LA V4 €. (6"t_ = I0(0`+ 1/5 "01011 t��L 7 0 v 114, r 1 f�F�� w2 - 114 (50 ) - 4•t0 i"oe 2p2- = 11-13 )/Z o4 04_ W = gl2C6o) + (-)S = 1 l w +2x35 A= ,o 13C 1,7tiL-}(1 I05)(ZW _ C 7A5 -L`' (20,,Y+- 4 o - 2 - J /4" 6 I z x/313 20 (,gq +- '5 - 8 3 s' vV\ Cec7 Z 6375‘e'vx.isc-4-10-Ae.,c err C (. P= 2� is 3 E):: 01` Structural Engineers Anchor Calculations Anchor Designer for ACI 318 (Version 4.2.0.2) Job Name : Belfor Calculation Summary - ACI 318 Appendix D For Uncracked Concrete Anchor Anchor Steel # of Anchors Embedment Depth (in) Category 3/4" Strong -Bolt N/A 4 4.125 2 Concrete Concrete Cracked fc(psi) `t'c,v Normal weight No 3000.0 1.40 Condition Thickness (in) Suppl. Edge Reinforcement B tension and shear 7 No Factored Loads Nua (Ib) Vuax (Ib) Vuay (Ib) Mux (Ib "ft) Muy (Ib "ft) 0 0 11400 0 0 ex(in) ey(in) Mod/high seismic Apply entire shear @ front row 0 0 No No Individual Anchor Tension Loads N N N N ual ua2 ua3 ua4 (Ib) (Ib) (Ib) (Ib) 0.00 0.00 0.00_0.00 &Nx( n) e'Ny(in) 0.00 0.00 Individual Anchor Shear Loads V ua1 V ua2 V ua3 V ua4 (Ib) (Ib) (Ib) (Ib) 2850.00 2850.00 2850.00 2850.00 e'vx(in) e'vy(in) 0.00 0.00 Tension Strengths Steel (rD = 0.65 ) Nsa(Ib) 1Nsa(Ib) Nua(Ib) N ua /DNsa 34125 22181.25 0.00 0.0000 Concrete Breakout (<13 = 0.55 ) Nthg(lb) r1)Ncbg(Ib) E Nua(Ib) E Nua /cDNcbg 32561.12 17908.62 0.00 0.0000 about:blank Page 1 of 2 Date/Time : 6/9/2010 12:02:59 PM 6/9/2010 Pullout (0 = 0.55 ) Npn(Ib) 1 Npn(Ib) Nua(lb) Nua /(13Npn 8141.35 4477.74 0.00 0.0000 Side -Face Blowout does not apply Shear Strengths Steel (1 = 0.60 ) Vsa(Ib) 45Vsa (lb) Vua(lb) V ua /c1)Vsa 19305 11583.00 2850.00 0.2461 Concrete Breakout (case 1) (1 = 0.70 ) Vcbgx(Ib) OVcbgx(Ib) £ Vuax(Ib) E Vuax /iVcbgx 18345.42_12841.79 0.00 0.0000 Vcbgy(Ib) NVcbgy(Ib) £ Vuay(Ib) E Vuay /lVcbgy £ Vua /0Vcbg 17148.98 12004.28 5700.00 0.4748 0.4748 Concrete Breakout (case 2) (cb = 0.70 ) Vcbgx(Ib) oVcbgx(Ib) £ Vuax(Ib) £ Vuax /DVcbgx 18345.42 12841.79 0.00 0.0000 Vcbgy(Ib) mVcbgy(Ib) E Vuay(Ib) £ Vuay /4'Vcbgy £ Vua /'Vcbg 17148.98 12004.28 11400.00 0.9497 0.9497 Concrete Breakout (case 3) (0 = 0.70 ) cx1 edge Vcbgy(Ib) 0 Vicegy(Ib) E Vuay(Ib) £ Vuay /0Vcbgy 36690.83 25683.58 5700.00 0.2219 cy1 edge Vcbgx(Ib) (1 Vcbgx(Ib) £ Vuax(Ib) £ Vuax 1(1)Vcbgx 34297.95 24008.57 0.00 0.0000 cx2 edge Vcbgy(Ib) ctVcbgy(Ib) E Vuay(Ib) E Vuay /cDVcbgy 36690.83 25683.58 5700.00 0.2219 cy2 edge Vcbgx(Ib) c4Vcbgx(Ib) Z Vuax(lb) £ Vuax /4"Vcbgx £ Vua /Q)Vcbg 34297.95 24008.57 0.00 0.0000 0.2219 Pryout (0 = 0.70 ) VcpgOb) oVcp9(Ib) £ Vuax(Ib) £ Vuax /cpVcpg 65122.24 45585.57 0 0.0000 Vcpg(Ib) tVcpg(Ib) Z Vuay(Ib) £ Vuay /(13Vcpg E Vua /(1)Vcp9 65122.24 45585.57 11400 0.2501 0.2501 Interaction check T.Max(0) <= 0.2 and V.Max(0.95) <= 1.0 [Sec D.7.2] Interaction check: PASS Use 3/4" diameter Strong -Bolt anchor(s) with 4.125 in. embedment about:blank Page 2 of 2 6/9/2010 Project Name = BELFOR TI @ Normed Date = Wed Mar 17 14:36:25 PDT 2010 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.5 Longitude = -122.3 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 1.509 (Ss, Site Class B) 1.0 0.521 (S1, Site Class B) IBC2006 (1613), ASCE 7-05 CHAPTER 11, 12, 13 SEISMIC DESIGN CRITERIA Response Spectral Acc. (0.2 sec) S . = 150.90 %g Response Spectral Acc.( 1.0 sec) S 1 = 52.10 %g Soil Site Class D I v Site Coefficient F. = 1.000 Site Coefficient F„= 1.500 Max Considered Earthquake Acc. S MS= F. -S, Max Considered Earthquake Acc. S M1 = @ 5% Damped Design Bps = 2/3(SMS) SD1 = 2/3(SM1) = 1.509g Figure 22 -1 through 22 -14 = 0.521g Figure 22 -1 through 22 -14 Table 20 -3-1, Default = D = 1.509 = 0.782 = 1.006 = 0.521 Building Occupancy Categories I it, Standard • Design Category Consideration: I Flexible Diaphragm v with oist between seismic resisting system >40ft Seismic Design Category for 0.1 sec D Table 11.6 -1 Seismic Design Category for 1.Osec D Table 11.6 -2 s1 <.75g NA Section 11.6 Since Ta <.8Ts (see below), SDC = D Control (exception of Section 11.6 does not apply) T.R301.2 2 1 1 Table 11.4 -1 Table 11.4 -2 (11.4 -1) (11.4 -2) (11.4 -3) (11.4 -4) Table 1 -1 Comply with Seismic Design Category D 12.8 Equivalent lateral force procedure IRC, Seismic Design Category = D2 A. BEARING WALL SYSTEMS Seismic Force Resisting Systems 11. Special reinforced concrete shear walls C1= 0.02 x= 0.75 T- 12.8 -2 Building ht. H n = 20 ft Limited Budding Height (ft) = 160 Co = 1.400 for SD1 of 0.521g Table 12.8 -1 Approx Fundamental period, T , = C1(h„ )x = 0.189 12.8 -7 T L = .266 Sec Calculated T shall not exceed 5 Cu.Ta = 0.265 Use T = 0.265 7.1 sec. 0.8Ts = O.8(SDt /SDs) = 0.417 Control (exception of Section 11.6 does not apply) Is structure Regular & 55 5 stories T I Yes Iv 1 12.8.1.3 Response Spectral Acc.( 0.2 sec) S ,= 1.500g Max Ss 5 1.5g F, = 1.00 @ 5% Damped Design SDs = %(F,.S,) = 1.000g (11.4 -3) Response Modification Coef. R = 5 Table- 12.2 -1 Over Strength Factor f2„ = 2 foot note g Importance factor I = 1 Table 11.5 -1 Seismic Base Shear V = C, W C. = SDs -0.201 (12.8 -2) R/I or need not to exceed, C , = SD1 - 0.393 For T5 TL (12.8 -3) (R/I).T or C,- TT N/A ForT >TL (12.8-4) C, shall not be less than = 0.01 (12.8 -5) Min C, = 0.5S11/R N/A For Si 2 0.6g (12.8 -6) Use C. = Design base shear V .201 W) Control rog 4 5 0 12.14 Simplified Seismic base shear 1. Speci7 reinforced concrete shear walls @ 5% Damped Design SIDS = 1.006 SDC = D F = 1.1 For two-story building V = FSDS(W) = 0.221 W R 13.3 Seismic Demands on Nonstructural Components Fp = 0.4apSos Wp(1 +2z/h) (Rp/Ip) ap= 1 Rp= 3 Ip= 1.0 z= 10 ft h= 10 ft Max Fp= 1.6SDSIPWP = 1.610Wp Min Fp= 0.3S05IpWp = 0.302Wp Fp= 0.402 Wp Limitations: P R =5 (13.3 -1) SDs= 1.006 T- 12.2 -1 T- 12.14 -1 _ .141 T- 13.5 -1 or 13.6 -1 13.1.3 Fp=0.402Wp (13.3 -2) (13.3 -3) 12.11.1 Structural Walls and Their Anchorage Fp= 0.40SDSIWw = 0.402(W) 12.11.2 Anchorage of Concrete or Masonry structural Walls (flexible diaphragm) or Fp = 400SDSl = 402 shall be 2 280 #/ft Fp= 0.8SosI(Ww) (12.11.1) = 0.805 Wp Max Seismic Load Em= f2QE t 0.2SDSD (12.4.4), (12.4.5), (12.4,6), (12.4.7) Where f2„ = 2 0.2S05D = 0.202(D) Deflection Amplification factor C a = 5 Nonbuilding structures, Section 15 Response Modification Coef. R = 3 T- 15.4 -1 or T- 15.4 -2 Importance factor I = 1 15.4.1.1 For flexible nonbuilding, C , = S0s1/R = 0.335 Min C, = 0.03 (15.4 -1) or C; 0.8 S11/R = 0.139 (15.4 -2) V= 0.335W For rigid nonbuilding, C = 0.3 Sips 1 (15.4 -5) = 0.300 W 12.11.1 1, -2- Project: Bel Teri, e 1 N C. Client: V) Date: 41 II z3 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512 FAX: Page Number: (206) 285 -0618 c.d 12arneQ w+ Z3V Ftio (PL-R- PL. + 'V =! 1110) X w I oTit (1:"'"") 4 I ) 5r r-ke- T ITOrJ k -va v LJJ art l,ouaL &Um Z LvC 6(.41 trio) 5Co Ce- \e.39v Q1`, 111 LoG seeA, C- v& wet._ GNY anf) J = I I'C'I VNI Structural Engineers SI FILES 2 �r2 FILES SERVER JEFF III FILES F1LEr 4' -6' l xItI 5TAI UP 12' -4' [tIEZZ. LINE ABO 6' -10' /-I SNEAK 11 IExitl 6' -2' l ( 5' -5' J ALL 5 44' -10' 72 STAIR (01 T -I' ' -5 1R' 9' -10 I/2' O + 10 HALL SHEAR S3 r r 11' -11 I/4' A N 9' -2 1/2'. FILES 3 5I @c6, •RECEPTION/UTAITING SI 26'-3' • • IEXIIj 26' -8 1/2' • t 3 Tk . 2.S+ 1,31" %NI; Project: Co v 1-2p 1 N C. 1t,. T, T, Client: If/ PIP Date: 513 I 10 Page Number: L S 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285 -4512 FAX: (206) 285 -0618 A Dl_ '0.J}' wl = -5( +- 14)(�� +,cal ; / ti .13 ,141 = 3 y 3 w 2 16)1 i • 'S�� Uu,4 z-f' r 122 2.1 `k to b� r7► (.015+,031 ) it,( , 1s It 245gw 'to 'f ru-v� (v s ArQ uJ V954/' Structural Engineers Project: N C. Client: Date: I`f ` i0 Page Number: L Co 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285 -4512 FAX: (206) 285 -0618 it. ,' -"4�� VIDUN W 6tX L (1,00-r V = 7.3 g.„4- 2_, tzoci J = 2 z 2r _ , 3 32 "// kr 4-0 ii USG Zubcp., G -74, p S (J d=i" ` 2 c( ScAv2w a/tA ou, a I() 611 iu 2�� v •3.0 IJ (5,01) — It fi2.4)_ <0 2_ +--- 110 0■0((^}vrni'nly &2 12 holf 4+p 5(4b 1°C 2' tip — 5( HI 4" 1,1, —10 (•S) IC_ _ tS`) 412. 10 eV,Vho(�C 321f \/= Z.66(,3S.) =rq3!< I1 e o 0.:+1_11 Tov S(AraL) Vc 3 x x x,33 1,07$k ) .1'3L �y,2Re c. loot S5mA- Structural Engineers n • A o david cI architect June 17, 2010 City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Attn: Mr. Allen Johannessen Re: Belfor Tenant Improvement, So. 131st Place D10-094 Dear Allen, CORRECTION LTR # D 10- Ociq RECEIVED JUN 17 2010 PST C NTR Thank you for your correction letter dated April 19, 2010 received in my office on May 17, 2010. During this period, the owner and tenant have been back and forth on plans and reducing the improvements. These revised sheets are included in the revision package and I have outlined the responses to your comments as well as what sheets have been revised. I hope this will help in your review. A. Responses To Your Correction Letter: 1. I have prepared a Sheet T -8 showing the exit pathway, pathway lighting and occupant load by room. 2. The mezzanine now has two stairways both exiting into the first floor offices. There will be no exit through the warehouse. I still disagree with the warehouse interpretations as a storage room (1014). That section does not say storage but storage room. The implication of a storage room is a small space not an open warehouse, but I will have this discussion another time. This plan now does not exit through the warehouse. 3. Door numbers have changed but the door from the warehouse into the office now swings into the office even though the occupant load is not 50 requiring the swing in travel direction (Door #5). 4. Occupant loads by space are shown on T -8 including the conference room. The occupant load is Tess, figuring it this way than even the net overall area. 5. The exit signs are shown on T -8 6. The stair rise and run are noted on the stair sections as well as under stair protection. 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433 -8997 fax (206) 246 -8369 email: dkehle @dkehlearch.com Mr. Allen Johannessen City of Tukwila Re: Belfor, D10 -094 June 17, 2010 Page 2 • • 7. I have deleted the guard rail detail as there is no open storage area. I trust the answers above will satisfy your concerns and the new plans reflect these changes. The following identify the general changes per sheet and the revisions which are flagged #4: T -0: Changed office square footages and parking required. T -1: Noted new exit door and landing, demising wall and square footages. T -2: Changed both floors, reduced square footages, added exterior exit door on north side, enclosed back stairway, no office exiting into the warehouse, ramp length reduced to 40' (1/10), door numbers and room numbers change. T -3: Revised ceilings on both floors per new floor plan indicate unfinished office area, lighting calculations changed. T-4: No changes. T -5: Changed room and door schedules per new plans. T -6 Added door to north elevation, changed stair sections showing protection and enclosure. T -7: Deleted guardrail detail #12. T -8: New sheet showing exit path, exit signs, pathway lighting and room occupant Toads. I hope the above will make back checking the plans easier. If you have any questions, please call or email. David Kehle DK/tm Cc: Mr. Kurt Daviscourt w/ 2 sets of drawings Mr. Lawrence Shaw w/1 set of drawings Mr. Pat Shobert Enclosure: Four sets Plans 0441 /Belfor /citylet6 -17 -10 May 12, 2010 • City of Tukwila Department of Community Development Jim Haggerton, Mayor David Kehle 1916 Bonair Dr SW Seattle, WA 98116 RE: Correction Letter #1 Development Permit Application Number D10 -094 Belfor Property Restoration — S 131 PI Jack Pace, Director 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, Bill Rambo Permit Technician encl File No. DI0 -094 W:\Permit Center\Correction Letters \2010\D10 -094 Correction Letter # I.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: April 19, 2010 Project Name: Belfor Properties Restoration Permit #: D10 -094 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. Provide a means of egress plan. Show means of egress with emergency lighting. Include dimensions for path of travel of each path to each designated means of egress exit. Since the offices shall not be allowed to exit through a warehouse another egress door may be required. Exit doorways shall be placed not less than one -third the length of the maximum overall diagonal dimension of the area served. Please provide an egress plan that meets the criteria indicated above. (IBC 1014.2, 1015.2, 1004.6 & 1006) 2. The mezzanine is shown with the two means of egress or exits. However the one exit at door #34 shows the stairway exiting into a warehouse. Egress shall not pass through storage or stockrooms unless provided with a demarcated, minimum 44 -inch wide aisle defined by a full or partial height fixed walls or similar construction. Revise plan to show a common path of egress travel to a designated egress exit where egress travel is separated from the warehouse. (IBC 1004.6 & 1014.2 & exception 2.4) 3. Reverse the door swing #3 in the office area to swing toward the exit since it is the continuous exit from the warehouse. If this is to remain a hall, it shall be treated like a vestibule where the distance between the hinged doors in a series shall be 48 inches plus the width of the door swing in that space. Revise wall plan for that hall as necessary for compliance. (ANSI 404.2.5) 4. Provide the total occupant calculations for each space (office, conference room, warehouse), with the total occupants for this tenant. The conference room calculation shall be treated as an "A" occupancy in the calculations. Occupant calculations may be shown on the egress plan. (IBC 1004) 5. The exit sign at door #17 is shown on the wrong side of the door. Exiting from the office space into the warehouse shall not be allowed. However the warehouse may exit through this door to the front exit. The exit door swing shall also be reversed. Since the door cannot swing into the hall, an alcove below the stair may be necessary to allow for the door swing. Show the exit sign on the warehouse side with the door modifications. (IBC 1008.1.2) 6. Please specify run, rise and nosing on stairs. Specify protection of underside of stairs (stair section 18). • • 7. Detail 12 on page T -7 vertical 2x4 guardrails appears to show 4" Lags penetrating the narrow portion of the 2x4's. Please clarify the diameter and length of lags supporting the vertical guardrail post. Large diameter lags penetrating the narrow portion of the 2x4 may not provide sufficient strength for horizontal forces with 2x4 horizontal members on edge unless the supports are changed to 4x4 posts. Please clarify size and positioning of guardrail members intended for guardrail post. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • PE r1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -094 DATE: 06 -17 -10 PROJECT NAME: BELFOR PROPERTY RESTORATION SITE ADDRESS: XXXX S 131 PL Original Plan Submittal - X Response to Correction Letter # 1 Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENTS: �� B'ulCding Division Public Works Fire Prevention Structural Planning Division Permit Coordinator n is) DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 06 -22-10 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 07-20-10 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 • PERMIT COORD Cs Y M PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -094 DATE: 04/08/10 PROJECT NAME: BELFOR PROPERTY RESTORATION SITE ADDRESS: XXXX S 131 PL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued : MEN DEPAR S (16e Xd aiding Division Public W ' 4-iiiik A', , =tO -t0 a Prevention Structural U sty N /�4- -H3�1� Planning Division Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Cgl Comments: Incomplete n DUE DATE: 04/13/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/11/10 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: IAA/ Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 1/�IK� Documents/routing slip.doc 2 -28 -02 City of Tukwila Steven M Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0 (01 t Lt k2 Plan Check/Permit Number: D 10 -094 ❑ 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: Belfor Property Restoration Project Address: XXXX S 131 P1 Contact Person: MO J}4{6 Summary )foiR vision: Phone Number: 11061-4'33- Mat (/0153e— RICIOVIED OfTY OF TUKINRA IJUN Z 7 2010' NOM COZIER Sheet Number(s): b 1 b i 1 52-1 J Lol :J E "Cloud" or highlight all areas of revision including d to of r is o Received at the City of Tukwila Permit Center by: Q--Entered in Permits Plus on tr-(1-(0 vssv2L. \applications\forms - applications on Iine\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople lifter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEt1 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 BELFOR USA GROUP INC UBI No. 602089710 Phone 2066320800 Status Active Address 3826 Woodland Park Ave N License No. BELFOUG99OBJ Suite /Apt. License Type Construction Contractor City Seattle Effective Date 1/11/2001 State WA Expiration Date 12/14/2010 Zip 98103 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 NORTHOI174B4OFFICE NORTHWEST INTERIORS Construction Contractor Resilient F /Counter M /Plastic Carpet Laying 1/24/1983 7/1/1986 Archived BRIDGCC186R3 BRIDGEWAY CONSTRUCTION CO Construction Contractor General Unused 12/23/1982 12/31/2000 Archived DAVISC *302N4 DAVISCOURT CONSTRUCTION CO Construction Contractor General Unused 8/24/1970 7/1/1987 Archived Business Owner Information Name Role Effective Date Expiration Date YELLON, SHELDON Chief Executive Officer 10/30/2008 Bond Amount CIOLINO, JOSEPH Chief Financial Officer 10/30/2008 35BSBBZ7167 JOHNSON, JEFFERY L President 01/01/1980 10/30/2008 DAVIS, MARK W Vice President 01/01/1980 10/30/2008 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 3 CCARTFORD FIRE INS 35BSBBZ7167 01/01/2004 Until Cancelled $12,000.0011 /16/2003 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 12 PHILADELPHIA INS CO g14376513 04/01/2010 04/01/2011 $1,000,000.0004 /06/2010 11 NATIONAL UNION FIRE INS OF PA GL0919561 04/01/2009 04/01 /2010 $1,000,000.0004 /07/2009 10 NATIONAL UNION FIRE INS CO GL1617663 04/01/2008 04/01/2009 $1,000,000.0004 /07/2008 9 AMERICAN HOME ASSUR CO GL1800093 04/01/2007 04/01/2008 $1,000,000.00 03/30/2007 8 AMERICAN HOME ASSURANCE CO GL1774144 04/01/2006 04/01/2007 5500,000.00 04/04/2006 https://fortress.wa.gov/lni/bbip/Print.aspx 07/15/2010 YICINIfl' MAP EXISTING SITE AND BUILDING STATISTICS GOVERNING BUILDING CODE: IBC 2003 ZONING: C/LI SETBACKS: FRONT 25' SIDE 5' REAR 5' SITE AREA: 262,288 SF EXISTING WETLAND: 19,611 SF LANDSCAPING: FRONT 12W SIDE 5' REAR 0' BUILDING AREA: EXISTING 28,520 SF (11% COVERAGE) NEW 39,981 SF TOTAL: 68,501 SF (26 % COVERAGE) OCCUPANCY GROUP: B- OFFICEt 91 WAREHOUSE, F FACTORY TYPE OF CONSTRUCTION: EXISTING: V -B SPRINKLERED 2 SIDE5 (125% INCREASE) (30,000SF MAX) PROPOSED: III-13 SPRINKLERED BUILDING HEIGHT: 45' 4 STORIES MAXIMUM 24' SHOUN 1 r 1 100L91- LF - 0251(1) : 15% INCREASE (FI) L2000 , x 15 + [2.000 x 3001. AREA = 12;000 + 100 ] 100 12,000 + 9,000 + 36000 = 51,000 SF. PARKING: (EXISTING PARKING IS 55 STALLS) EXISTING BUILDING 28,520 9F, 64 CARS REQUIRED OFFICE: FIRST FLOOR: 11,545 SF (3/1000) : 34.63 MEZZANINE: 4,540 SF - 13.62 MFG: FIRST FLOOR: 4,000 SF (1/1000) : 4.00 MEZZANINE: 2,000 SF = 2.00 U)HSE: FIRST FLOOR: 12,915 SF (I/2000) : 649 MEZZANINE: 5,900 SF 2.95 TOTAL CARS : 64 CARS NEW BUILDING 39,981 SF. OFFICE: FIRST FLOOR: MEZZANINE: U11-ISE: FIRST FLOOR: 1,000 5F (3/1000 2,000 SF - 32,981 SF (1/2000) = TOTAL CARS = TOTAL STALLS REQUIRED: TOTAL STALLS PROVIDED: COMPACTS ALLOWED ,(129x03 ■ 39 TOTAL COMPACTS PROVIDED: H.C. STALLS REQ'D: N.C. STALLS SHOWN: 21 6 (POTENTIAL) 11 44 CARS 108 STALLS 129 STALLS STALLS) 32 STALLS (25%) 5 W/ I VAN 5 INCL. I VAN IMPERVIOUS AREAS EXISTING BUILDING t ASPHALT: 64,591 SF NEW BUILDING t ASPHALT: 68,661 SF TOTAL 133,252 SF (5l%o COVERAGE) TAX ID': MULTIPLE - EXISTING BUILDING '134920013509,134920005505 NE 1/4, SEC. 15, RANGE 23N, TOWNSHIP 4E LEGAL DESCRIPTION: (NEW BUILDING. WETLANDS t BUFFER) (To be created upon vacation or streets and lot consolidations) PORTIONS OF LOTS 3 AND 8, LOTS 9 AND 10 OF BLOCK 1t AND PORTION OF LOT 4 AND LOTS 5 THRU 1 OF BLOCK 2t AND LOTS 5 THRU 1 AND 14 THRU 16 OF BLOCK 3, FOSTORIA GARDEN TRACTS SUBDIVISION OF LOTS I -5t TOGETHER WIN LOTS 10 THRU 22 RIVERTON A'REPLAT OF LOTS I TO 5 TOGETHER WITH PORTIONS OF VACATED 43RD AVENUE SOUTH AND VACATED 43RD PLACE SOUTH. EXISTING NORMED LEGAL DESCRIPTION (PARCELS "1349200135091 134920005305) LOTS 8 THRU 13, BLOCK 3 OF RIVERTON REPLAT OF LOTS I TO 5 TOGETHER WITH PORTION OF VACATED 43RD PLACE SOUTHt AND LOT 8, BLOCK 2 OF RIVERTON REPLAT OF LOTS I TO 5, TOGETHER WITH PORTION OF VACATED 43RD PLACE SOUTH. NEW TENANT IMPROVEMENT STATISTICS 1. IBC 2006 WITH WASH. AMMENDMENTS 2. ZONING: 1 3. OVERALL BUILDING AREA: 39,000 SF 4. TENANT AREA: OVERALL: 11,459 SF WAREHOUSE: 815 'SF FIRST FLOOR OFFICE: 2,944 SF SECOND FLOOR OFFICE: 2,441 SF NET 5. PARKING IS EXISTING AND NO CHANGES TENANT REQUIRED PARKING: WAREHOUSE: 1/2000 : 4 STALLS OFFICES: 3/1000 : 16 STALLS TOTAL TENANT REQURED PARKING: 20 STALLS PARKING REMAINING FOR NEW BLDG: 39 STALLS SCOPE OF WORK: .Ll► TO CONSTRICT NEW 2,441 SF OF MEZZANINE FOR NEW OFFICES AND CONSTRUCT 2.994 SF OF NEW FIRST FLOOR OFFICE, IN FILL THE EXISTING DOCK HIGH LOADING AREA AND MAKE DRIVE -IN RAMP FOR OFF LOADING. NO CHANGES TO !BUILDING EXTERIOR. CONSTRUCTION VALUE: $220,000 SEPARATE PERMIT EMIT REQUIRED FOR: isz Mechanical Electrical * Plumbing PEI Gas Piping City of Tukwila BUILDING DIVISION // O NEW NOTES: THE OWNER AND ARCHITECT WANT TO REVIEW NE DESIGN BUILD SUBCONTRACTOR ENGINEERING FOR NVAC, ELECTRICAL, SPRINKLER, PLUMBING FIXTURES, FINSHED HARDWARE. THE CONTRACTOR SHALL TAKE THE ELECTRICAL FROM THE EXISTING ELECTRICAL ROOM (SE CORNER)TO A NEW PANEL AND DISTRIBUTION WITHIN THEIR SPACE. VERIFY EX. GAS HEATER MEETS CODE AND SEPARATE THIS 'GAS UNIT HEATER AND GAS TO THE SPACE SEPARATE METERING. ALL EX. LIGHTING, FANS, ETC. SHALL BE RE WIRED TO BE CONTROLLED COMPLETELY WITHIN THE TENANT SPACE. IN FILL EXISTING DOCK 1-11G14 SPACE WITH NEW 45'X15' CONCRETE RAMP WITH RETAINING WALL AND PIPE RAILING. (50 C.YD. OF STRUCTURAL FILL) \>31: EXISTING HIWAY DRAINAGE DITCH 7/ / EX. HYDRANT TRANSFORMER ON 8'SQPAD LANDSCAPED AREA BIKE RACK SPACE AND STAND b' SIDEWALK AND 4' LANDSCAPE PIPE TO BE EXTENDED EX.OILAUTER S$PERATOR Rt1-1•11.9 (RAISE PER CIVIL) PEDESTRIAN LINK TO SIDEWALK . INCREASE RADIUS CUT FOR TRUCKING RA1p REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 9 2010 City f ila BUILDING VISION i EX. HYDRANT SIGN AS EXISTING BUILDING \__EXISTING WETLAND'S ENHANCE EDGE cF EX. PAVEMENT Ex. 12" CMP 14403' +4: —: 41: _- :,?—:: �:_�� :: �: =:t :1 GAS =t: l o.w0 `�oai,l uIIICII lill li... ��„ EX. 48N c P 15.9.1' // zy,53 16 230.14' ExISTING WETLAND REVISIONS No changes shall be dame a 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. 0' 20' r x00'6'20 "W r .wo 115.08' - - MACADAM 1041-.) 00' SITE PLAN 40' 60' : 100' 140' .SCALE 1" ■ 40' SHADED AREA DESIGNATES AREA OF NEW PAVING FELE COPY Permit No. P O--v 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 Field Copy and coalitions is acknowledged: W 0 a 4 By Date: \ -- S CORRECTION City Of 1Ukwila BUILDING DIVISION RECEIVED JUN 172010 PERMIT CENTER Rio -oqLi DESCRIPTION 1Z u_ FF- Q1 • • • z 0O In0 0o to I M MN 0 N N z © �C _ < ce ct_ < z m� 00 (cx- Q (3) LLJ (no) T -0 Z \CAD \2004 \0441 NORMED \YI BELFOR \CD'S 24 MONTH PLAN \T- O.dwg, 6/15/2010 3:39:01 PM, DesigNet 500 MAIN.pc3 WINDOW SCI- IEDULE ALL STOREFRONT AND UPPER GLAZING WILL BE 1" INSULATED BRONZE GLASS OUTSIDE, CLEAR INSIDE, UP LIGHT BRONZE THERMAL BREAK FRAMES (U =0.60XSNCC =0.45 ) ,ENERGY NOTES ,. CAULK ALL JOINTS OF TILT UP PANELS, PANELS TO WINDOWS, AND DISSIMILAR MATERIALS. U% LL N 55' 60' ;135' 80' EXWAUST F DOCK DOOR 20' REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 9 2010 DOCK DOOR 20' N SYM DATE DESCRIPTION PROJECT 0441 04- -05 -10 SUBMIT FOR PERMIT A 06 -16 -10 REY PER CITY AND TENANT DRAWN BY D. D - _ tdurAiiipT D KENLE s2 -,S ' 2 03 -01 -t0 A _ _ DATE � - - CHECKED BY DA E. S EHLE DAVID STATE OF WASHINGTON J _ DATE 04 -0b -10 N CD CD M 00 03 M Co In t1- d' CO CO 00 CV CV w _< 0 tL :4. • • • NEW STOREFRONT EXIT DOOR AND CONCRETE LANDING BIKE RACK AREA OF TENANT GAS METER FOR 4 TENANTS PLANTER (TW) VAN c� 3 3/4' L-OL. SEE SHEET T -3 FOR OFFICE BLOW -UPS 11,459, SE FIRST FLOOR OVERALL FIRST FLOOR OFFICE : 2,944 SF Ash UPPER FLOOR OFFICE a 2,441 W 25' 25' bb' -8" 25' 4, COL. 3 3/4' bb' -8" 30' f PACE OF 45' PANEL 25' FLOOR PLAN: OVERALL Scale: 1/16 " =1' -0" RD. = ROOF DR4IN LEADER RL. = RAIN LEADER RECEIVED JUN 17 2010 PERMIT CENTER bit �I Z; \CAD \2004 \Q441 NORMED \rI BELFOR \CD'S 24 MONTH PLAN \T -1- T -2 T -3_ O5- 13- 10.dwq, 6/15/20101x14; 0 PM, Desian1*t 5nn neq ENEGY co pE NOTES; HEATING IS VIA GAS ONLY, ELECTRiIC NOT ALLOWED. WALLS WITH INSULA TIO• ARE' TO HAVE VAPOR ltAf7RIER ON WARM 51gE. CAULK ALL OPENINGS IN EXTERIOR WALLS, TO WINDOWS AZ DIS- IMILIAR PINI6NE6. SECOND FLOOR FRAMING ONLY, NO OCCUPANCY SIM NO INSULATION NO CEILNG I2' -6 3/4" I2',51/4" 44' -10" NEW NB. INSTALL NEWS EXTERIOR FROST FREE HOSE BIBS WITH LOCKING KEY. . NEW CONCRETE LANDING AT NEW EXTERIOR EXIT ONLY DOOR STAIR 52'∎9" INSULATED FULL HEIGHT INSTALL LEYELOR BLINDS ON ALL WINDOWS BOt LEVELS WITHIN TENANT SPACE. CLOSE THE BUNI FACE INTO THE WAREHOUSE. 9 8,515 SP. �� 16 OCC. ` 2 EXITS SEMI.- HEATED - MAX. BTUH /SF R -11 RIGID NSULATIO4 ON ROOF DECK. 5' 40' FLAT 1/10 SLOPE HIGH PILED COMEUSTABLE S1' (CHAPTER 231 CLASS I•IV, MAX 20' TOP OF PRO T DRAFT CURTANS NOT REQ'P (TABLE 23062) SMOKE REMOVAL,* REQUIRED (TAB 2306.2) (REIEREtsICE SEC. 910) VENT RATIO 1/100: MAX. SPACNG 1 ' W/ MAXDISTANCE TO WALL 60' (OPT( 1) 16' -11 1/4" SLOPED GLAZN5 5N COPY (. PRINT FILES 10' =9 314' SLCMD STAIR .HANDRAILS AT +34" 61-4ZNG f 12 EACH SIDE OF STAIR 10'4" EXTEND 12" TOP ANDIBOTTON OFFICE 2,441 S.F. NET WITHOUT STAIRS) MEZZ STOR 0 S.F. TOTAL MEZZ : 2,441 SF. OCCUPANT LOAD 24 /N\ IEZZ4NIN.E.. FLQQ ,.m._8.. AttF seale: vs ° =r -m° REV 05.13 -10 I'M SI 11'- 111/4" A, 5' 12' •4" 51 ,CD FILES 4 8 12 5I 5 &' -10" •' -2" • NEW DRIVE IN RAMP lU /IUALL 1 MAX. TRAVEL DISTANCE \126' Ti TYPICAL FULL HEIGHT DEMISING WALL WITH FULL HEIGHT INSULATION AND VAPOR BARRIER GYP BD. EACH SIP -1" �o. tu ! 13 3 51 41-6" � j, 12'-10"- REFS )/HALL EZD 5 COFFEE BAR S SI SHEAR SI FIL r SERVER JEFF 111.1 1' -111/4 I I ANDRAIL ON EACH SIDE AT +34" OFfiICE 2,944 S.F. '1— d) ABOVE NOSING, EXTEND 12" TOP REV 05 -13 -10 PM AND BOTTOM OF NOSINGS AND TOTAL. OCCUPANT LOAD INCL CONP : 52 OCC. 1 ?TURN TO WALL. FLOOR PLAN Scale: 1/8"=11-01 R.D. = ROOF DRAIN LEADER RL. = RAIN LEADER z: \CAD \2104 \b441 NORMED\' I BELFOR \CD'5 24 MONTH PLAN \T-1 T -2 T 3_, 0543- 110.dwg, 5/15/2010 4:37 :13 P , Desigrtlet 00 .pc REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 9 2010 City of Tukwila BUILDING DIVISION 9 Li RECEIVED JUN 17 2010 PERMIT CENTER 1 Ci w 0 a 9 9 A DESCRIPTION 9 a z (r)O I'�0 dtt Z a CO _J (O Phu z Q r.4 0 T� z O z Z w O w O 0 ;. A4 q T -2 • • CENTERLINE OF HALL /2'4J,r �'Em11N11 iiriii ie1 ramp.- NEN prAPANOINI WinnMUM AA kr, YE I AREA, PLLOLL FOR RE CEILING —� NO CEILING IN THIS AREA ALLOU, FOR I� — — RE CEILING Mini X l'f- X , 1111 A'IMPIII 11 p iiiimmourommatmonnuro 11111111111111111/1111111111111111/110111 or, 11111111111111111121111111111111MMEM ogroamworamorn tarmarga SLOPED GLAZING DAYLIGHT ZONE 15 15' FROM GLASS LINE OR TO NEAREST PARTITION. PROVIDE DUAL LEVEL SWITCHING OR OCCUPANCY SENSORS. CENTERLINE OF HALL. DAYLIGHT ZONE 15 15 FROM GLASS LINE TO NEAREST PARTITION, PROVIDE DUAL LEVEL SWITCHING OR OCCUPANCY SENSC 5. DAYLIGHT ZONE Is 15' FROM GLASS LINE OR TO NEAREST PARTITION. PROVIDE DUAL LEVEL SWITCHING 0 UPANCY SENSORS. REFLECTED CEILING: MZZANftE FLOOR As\ Scale: I/8 " =I' -0" 2,138 F. GROSS REV 02 -09.10 PM REV 02 -23 -10 PM EXIT ..i'aVIZuVI:L FOR CODE COMPLIANCE APPROVED JUN 2 2x10 City of Tukwila • BUILDING DIVIS1 INSTALLS NEW METAL HALIDE PLUG IN FIXTURES TO MATCH EX. WITH EXTRA PLUG IN CHORD. i NEW DRIVE IN 1R411 EX. OVERHEAD LIGHTING RE- SWITCH TO THIS TENANT SPACE TYP. EX. OVERHEAD FANS RE- SWITCH TO THIS TENANT SPACE TYP. E I OF WALL CENTERLINE . il /11) 'MOM, 1. tosoli mg ...kw slain AIMMINN'AIII■1•111111N1111111•1•11 MINIM 1110111111111111 Alit [16 : Ill . '. '.. . 1111111111111 19111601 1-- - .= IM I liallimpuilimmill ili iiiimmigimulgoomm11111011/11111 1 • IN reirdordlopirairdlimuraird pion .....1 iiiiiiiiiiiiiimiiiiiiiiiiimi Ilia= 111111,111pol - vq4 NI, ...i.s.- IIMIPAPSMNIEIPIIIIIMFrn'Mrjpjl[pjIIIIIIVJKE__NPJE, AmmlimmAlwrilmirril — Ti!iiffiliiiii- ' 1 'Ka' NalE OCCUPIED EX. 250 METAL HALIDE LIGHTS RE SWITCH 5/8" GYP BD ON 6" X 20GA. STEEL JOISTS AT 24" OC., WITH SOUND INSULATION +8' OF. TYP. LIGHT VALANCE TYP. EXHAUST FAN TO OUTSIDE TYP. 2 LAYS BD. I 1' TYPE 'X' GYP ER STAIR 26' -3" 26'4 1/1 CENTERLINE OF HALL LI4TlN LEGEND r>< 1><- 0 2'X4 3 T -8 FLUORESCENT LAYM FIXTURE W' PARABOLIC LENS, ELECTRONIC BALLAST (88 WATTS) 254' 2 T -8 FLUORESCENT LAYM FIXTURE W' PARABOLIC LENS, ELECTRONIC BALLAST (66 WATTS) 1'X4' I T -S FLUORESCENT WALL MTD. FIX IURE ELECTRONIC BALLAST (44 WATTS) RECESSED COMPACT FLUORESCENT FIXTURE (14 WATTS) EXHAUST FAN SWITCH WITH LIGHTS, DUCT TO OUTSIDE ILLUMINATED EXIT SIGN WITH PATHWAY LIGHTS, BATTERY BACKED UP, PATHWAY LIGHT 61M. WITHOUT EIXTI SIGNAGE. FIRST FLOOR L G /N ALLOWA6LE IS 3311 SF X 1 WATT /5F = 3,311 WATTS 15 3T a 88 WATTS : 1,320 WATTS 24 2T 66 WATTS = 1,584 WATTS 1 IT 44 WATTS = 44 WATTS 3 CANS 6 25 WATTS : 15 WATTS TOTAL WATTS INSTALLED = 2,023 WATTS SECOND FLOOR LIC-1TINC ALLAUABLE 15 2,138 SF X 1 WATT /3F = 2,738 WATTS 20 3T 688 WATTS = 1.160 WATTS 10, 27 e 66 WATTS r 660 WATTS 2 2T 2X2 66 WATTS = 132 WATTS TOTAL WATTS INSTALLED : 2,552 WATTS FIRST FLOOR INSTALLED PLUS SECOND FLOOR INSTALLED : 5,320 WATTS WHICH 15 LESS THAN THE ALLOWABLE OF 5,841 WATTS UJARENOUSE L11-TTING ALLOWABLE IS 8,331 SF X .5 WATT/SF = 4a66 WATTS 10 EXISTING 250 WATTS METAL HALIDE = 2150 WATTS 4 NEW 250 WATT METAL HALIDE = 1,100 WATTS TOTAL WATTS INSTALLED = 3,850 WATTS NOTE: EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT 15 AT LEAST AN AVERAGE OF 1 FOOT- CANDLE AND A MINIMUM AT ANY POINT OF 0.1 FOOT- CANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITED TO DECLINE TO 0:6 FOOT - CANDLE AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT - CANDLE AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM -TO- MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. E CODS NOTES: ALL SPACES ARE TO HAVE LIGHTING CONTROLS AND DUAL LEVEL CONTROLS IN DAYLIGHT ZONES. SWITCHING TO BE MAX. 80% OF 20 AMP CIRCUIT DAYLIGHT ZONE 15 15' FROM GLASS LINE OR TO NEAREST PARTITION. PROVIDE DUAL LEVEL SWITCHING OR OCCUPANCY SENSORS. REFLECTED CEILING: F1ST FLOOR � Scale: I/8 "2I' -0" 2,738 S.F. GROSS RD. = ROOF DRAM LEADER R.L. = RAIN LEADER INSTALL NEW WATER PROOF GYP. BD. SOFFIT (PAINTED) ON 6" STEEL JOISTS AT 24" O.C. AND RE INSTALL SOFFIT LIGHTS. NOTE: SEE SHEET 7 --1 FOR CEILING DETAIL RECEIVED JUN 17 2010 PERMIT CENTER SUSPENDED ACOUSTIC CEILING TO BE 2'X4' SECOND LOOK WITH TEGULAR EDGE (ROUTE ALL TILE EDGES TO WALLS) CI) CO CY) In 00 CO 1 1 rn co N CO c0 0 0 N N uv LTA- • (1) o`O Z a, wv) Q� z Ow „co O) LiJ T-3 Z; \CAb \2004 \0441 NORMED \TI BELFOR \CD'S; 24 MONTH PLAN \T-1 T-2 T-3_ 05- 13- 10.dwg, 6/15/2010 1:23: 7 PM, DesigNet 500 .pc3 IStl -11C DATE ARC 03 -01 -10 2 0 P 0 o 1- it I- REV PER CITY AND TENANT oit-,,, Q 0' . >_ ..<<<<.. CI) CO CY) In 00 CO 1 1 rn co N CO c0 0 0 N N uv LTA- • (1) o`O Z a, wv) Q� z Ow „co O) LiJ T-3 Z; \CAb \2004 \0441 NORMED \TI BELFOR \CD'S; 24 MONTH PLAN \T-1 T-2 T-3_ 05- 13- 10.dwg, 6/15/2010 1:23: 7 PM, DesigNet 500 .pc3 EX. 2" R -12 RIDGID NSULATICN (U =0:16) ' TOP CF CANT 23'- 2 "' AFF. . 14,—` BOT 013 PL'1;tUD EX 2" R -I2 RIDGID INSULATION (U =0.016) !e-~ BOT OF pLYWI? NEW WALL FURRING TYPE 2 SPLIGHT EXISTING EX STEEL TUBE FRAME PAINTED EX.ROOF STRUCTURE SEE STRUCTURAL • a� Ex ROOF STRUCTURE SEE STRUCTURAL NEW SUSP. ACOUSTI CEILING GLUE GYP BD. TO CONCRETE, PAINT cA NEW FURRMG WALL TYPE 2 RETURN FURRING ONTO TO OF WALI�, CAULK WALL TO SKYLIGHT NEW 11/8" PLYWOOD, GLUE AND SCREW TO FLOOR JOISTS 10' -S" AFF. STRUCTURAL JOISTS EX. STEEL OVERHEAD DOOR UP TRACK • PAINTED NEW GUARD RAIL .UITW 1 1/2" DIA. PIPE SUPPORTS AT MAX. 8' O.C. AND INTERMEDIATE VERTICALS WITH LESS THAN 4" BE`WEEN RAILS, I" DIA PIPE (MATCH EXISTING FAILINGS) PAINTED NEW POURED N P _ACE CONCRETE RETAINING WALL, PAINTED (SEE STRUCTURAL) WITH PIPE RAILING TO MATCH EXISTING \IEW SUSPENDED ACOUSTICAL CEILING NEW FURRING WALL TYPE 2 PROVIDE EXPANSION JOINT AT RAMP TO EX. WALL. DOWEL RAMP INTO WALL AT 24" O.C, s on 30 "xI0" 4" 7.1 EX. SLAB ON GRADE \ I' EX. SIDEUJALK EXISTING 4x4x1/4 GALY. ANGLE EX. R -I0 PERIM INSULATION ;r EXISTING TILT LIP PANEL AND FOOTING 1 NEW COMPACTYED STRUCTURAL FILL UNDER THE NEW CONC. RAMP NEW 6" CONCRETE SLAB WITH HEAVY MESH REINFORCING AND DOWELING INTO EX. WALLS AND NEW WALL. 117. is • WALL SECTION SCALE 1/2":11-01 ASPHALT TO BE BROKEN UP FOR DRAINAGE FOOTING DRAIN, TYP. EXISTING FOOTING BEYOND WALL SECTION SCALE lir :11-0" EX 2" R -I2 RIDGID INSULATION (U =0.0'16) NEW WALL, FURRING TYPE 2 EX ROOF STRUCTURE TOP Oil CANT 231- 2 1" AFF. BOT OF PLYILD EX. HIP - SLOPED GLAZING (U =060) BEYOND EX, SMOOTH CONC. TILT UP PANEL, PAINTED NEUJ SUSP. ACOUSTIC CEILING EX INSULATED WIND N ALUM. FRAME NEW FURRING WALL TYPE 2 RETURN TO MULLION, CAULK , WINDOW 4 WALL BEYOND NEW 1 I /8" PLYWOOD, GLUE .`4ND SCREW TO FLOOR JOISTS Ill AFF. STRUCTURAL JOISTS NEW FURRING WALL TYPE 2 EXISITNG PERIMETER 4" DIA. FOOTING DRAIN N ORAN ROCK, CONNECT TO STORM EX- INSUL. WNDOW W/ ALUM. FRAME (U -060) T -1 EX PAINTED CONC. SPANDREL 6 NEW FU - ING WALL TYPE 8 EX. SL A B ON GRADE cs- rd T -1 SIM. es N t NEW 5 8" MCSITURE PROOF SOFFIT GYP Bp, PAINTED, ON 6" STEEL JOISTS At 24" O.C., FLUSH GYP BD TO UNDERS DE OF 5 EL BEAMS, REINSTALL RECESSED FIXTLRES. EX, 1/4' SAFETY SPANDREL GLASS W/ DARK BRONZE FINISH EX CONC. SLAB ON GRADE5. W/ 6x6 -10/10 WHIN SEE PLAN FOR FINISHES \ \ \ 4 EX R -I0 RIGID INSULATION AT STOREFRONTS AND FRONT WALLS • - EXISTNG PERIMETER 4" DIA. FOOTING DRAIN IN PAIN ROCK, CONNECT TO STORM WALL SECTION EX. 2' R -12 RIDGID INSULATION (U=0 .016) NEW WALL IIRRING TYPE 2 EX. ROOF STRUCTURE NEW SUSP. ACOUSTIC CEILING !EX NSULATED WINDOWS N ALUM, FRAME NEUJ FURRING WALL TYPE 2 RETURN TO MULLION, CAULK NEW 11/8" PLYWOOD, GLUE AND SCREW TO FLOOR JOISTS 10' -S" AFF. STRUCTURAL JOISTS G G 1\ TOP OF CANT 23'- 2 "' AFF. BOT OF PLYWD EX. HIP - SLOPED GLAZING (U =060) BEYOND EX. SMOOTH CONC, TILT UP PANEL, PAINTED SIM. EX, WINDOW 4 WALL BEYONI 0 EX. ROOFNG NEW FURRING WALL TYPE 2 NEW R -2I BATT INSULATION W/ FS 25 FACING ,/� EXISTING PA /r CONC. SPANDREL NEW SUSP. ACOUSTIC CEILING NEW FURRING WALL TYPE 2 EX. INSUL WNDOW W/ ALUM. FRAME (U=060) NEUJ FURRING WALL TYPE 8 ALIGN W/ HEAD ABOVE EX. SLAB ON GRADE --- SIM. H c• N EX, 1/4" SAFETY4PAND EL•GLASS W/ DARK BRONZE FNIS -1 ? EX. R -10 RIGID INSUL, WALL SCTION EX PERIMETER 4" DIA. FOOTING DRAIN N DRAIN ROCK CONNECT TO STORM REVIEWED FOR— CODE COMPLIANCE JUN 2 9 20111 City of TukwUU& WRONG OIVs.. RECEIVED JUN 1'7 2010 PERMIT CENTER A U a CHECKED BY 7 A DESCRIPTION « N rn 0) CO • 00 01000 d- N CO CO N N tit I— W z CO Q 0 X �-- -W U)o) VA:RIR Lf.J 0 d z 0 11 E 0 O) W z E- O Q' C4 W a a 0 za Z w0 rcij O o 0 T-4 Z: \CAD \2004 \0441 NORMED \TI BELFOR \CD'S 24 MONTH PLAN \T -4 T- 7.dwg, 6/15/2010 1:28:27 PM, DesigNet 500 MAIN.pc3 CLEAR I /4" SAFETY GLAZING STOPPED IN WOOD WOOD CASING AROUND WOOD FRAMES. CLEAR 1/4" SAFETY GLAZING STOPPED IN WOOD LEVER HANDLE HARDWARE MOUNTED BETWEEN 34" OF TO 48" AFF ALL HARDDWARE TO BE SINGLE ACTION WITH NO SPECIAL KNOWLEDGE OR EFFORT. � TNREBFIOLDS ARE 70 BE MAX. 1/2" TYPICAL iNtEiO OOR SCALE: 1/2 "= DOOR SCHEDULE: (LEVER HANDLE US26D, MAXIMUM 112" THRESHOLD) (DOORS 16 -18 NOT USED) 1 EXISTING PAIR STOREFRONT ALUMINUM WITH 3 POINT LOCK SYSTEM 2 (RE -KEY). PAIR 3' -0" X 7' -0' S.C. WOAD WITH 1/4" TEMPERED CLEAR FULL LITE , (STAINED), WOOD JAMBS (STAIN), 1 -112 PAIR HINGES EACH. (HINGE CLOSER). ROLLER LATCHSET, PUSH /PULL WIRE (LIKE ENTRY DOOR, SILENCERS. 5.1421 3' -0 X 7' -0" S.C. WOOD (STAINED) WITH WOOD JAMB (STAIN), 1 -112 PAIR HINGES, LOCKSET, CLOSER, THRESHOLD,WEATHERSTRIP (U = 0.60) (LATCH ON DOOR 6). 6, 7.8 3' -0" X 7' -0" S.C. WOOD (STAINED) WITH WOOD JAMBS (STAINED), 1-112 PAIR HINGES (HINGE CLOSER), PRIVACY LOCKSET, SILENCER. 3. 4, 9, 11- 3' -0" X 7' -0" S.C. WOOD WITH 1 4" TEMPERED CLEAR (STIAINED),WOOD 13, 22 -31 JAMBS (STAINED), 1 -112 PAIR HINGES, LOCKSET, SILENCERS. 10 3' -0 "X 7'- 0 " S.0 .WO0D (STAINED) WITH WOOD JAM BS;(STAINED), 1 -112 PAIR H INGES, LATCHSET, SILENCER, 20 EXISTING 3' -0' X 7' -0' HOLLOW I\1ETAL INSULA1 ED BOOR WITH HOLLOW METAL FRAME, LOCKSET (INSIDE HANDLE ALWAYS OPERABLE), RE -KEY. 19 EXISTING 10'X 10' OVERHEAD DOOR (NEW PADLOCK) NEW 3' -Y X 8' -O" ALUMINUM STOREFRONT DOOR WITFI INSULATED SAFETY GLAZING, IN ALUMINUM FRAME TO MATCH EXISTING, (U =0.60. SHGC= 10..45), CLOSER, THRESHOLD, WEATHERSTRIP, (NO OUTSIDE HARDWARE, EXIT PANIC BAR, AND EXTERIOR SIDEWALK REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 9 2010 City of Tukwila BUILDING DIVISION ROOM SCHEDULE (16 AND 17 NOT USED 1,6,8 2, 3, 9,13, 14, 21 -28 30 -32 10, 11 7 4, 6 12, 18 19 29 FLOOR: BASE: WALLS: CEILING: FLO OR: BASE: WALLS: CEILING: FLOOR: SASE: WALLS: CEILING: FLO OR: BASE: WALLS: CEILING: FLO OR: BASE: WALLS: CEILING: FLO OR: BASE: WALLS: CEILING: FLOOR: BASE: WALLS: WALL CEILING: FLO OR: BASE: WALLS: CEILING: PORCELAIN TILE TILE 6" GYP. BD. PAINTED (EE) SUSPENDED ACOUSTIC ( +8' -0" AFF) CARPET RUBBER BASE GYP. BD. PAINTED (EE) SUSPENDED ACOUSTIC ( +8' -0" AFF) VCT (STATIC GUARD TILE IN ROOM 11) RUBBER BASE GYP. BD. PAINTED (SGE) SUSPENDED ACOUSTIC ( +8' -0" AFF) (ROOM 10 HAS GYP. BD. PAINTED) SHEET VINYL 6" COVED SHEET VINYL GYP. BD. PAINTED (SGE) 4' PLASTIC LAMINATE GYP. BD. PAINTED ( +8'-0" AFF) PORCELAIN TILE 6" TILE PAINTED GYP. BD. (SCE) 4' TILE WAINSCOT GYP. BD. PAINTED ( +8'-0" AFF) RUBBER TREADS AND RISERS (CONTRASTING NOSING) RUBBER GYP. BD. PAINTED (EE) SUSPENDED ACOUSTIC (SECOND FLOOR) CLEAN AND RESEAL NONE GYP. BD. WALLS TO BE PAINTED INCLUDING DEMISING EXPOSED CONSTRUCTION EXPOSED PLYWOOD NONE EXPOSED STUDS (INSULATION WITH FS 25 FACING) EXPOSED CONSTRUCTION WALL SCHEDULE (SI ON PLANS MEANS SOUND INSULATED WALL) 1 6" X 20 GA. STEEL STUDS © 24" O.C. WITH R -19 BATT INSULATION, VAPOR BARRIER ON WARM SIDE, 5/8" GYP. BD. EACH SIDE, TO STRUCTURE ABOVE (FOR SHEAR WALL PLYWOOD SEE STRUCTURAL). (U = 0.092) 2. FURRED CONCRETE WALLS - 3 -5/8" X 25 GA. STEEL STUDS © 24" O.C. TO STRUCTURE, SPACED OFF EXTERIOR TILT UP CONCRETE WALL, R -19 BATT INSULATION WITH VAPOR BARRIER ON WARM SIDE, 5/8" GYP. BD. TO 6" ABOVE CEILING (EXPOSED INSULATION TO HAVE FS 25 FACING). (U. = 0.088) TYPICAL INTERIOR OFFICE - 3 -5/8" GA. STEEL STUDS CI 24" Q.C. TO SUSPENDED ACOUSTIC CEILING WITH 5/8" GYP. ED. EACH SIDE (FOR SHEAR WALL SEE STRUCTURAL) (SI IS SOUND INSULATION IN WALL AND EACH SIDE OF WALL AT CEILING). PLUMBING WALL - 8" TRACK WITH 3 -518" X 20 GA. STEEL STUDS ( 24" O.C. STAGGERED (FLUSH TO TRACK) WITH SOUND INSULATION WITH 5/8" WATER RESISTANT GYP. BD. CEILING BEARING - 3 -518" X 20 GA. STEEL STUD @ 24" O.C. TO CEILING JOISTS, WITH 5/8" GYP. BD. EACH SIDE (WATER RESISTANT IN WET AREAS). (FOR SHEAR WALL SEE STRUCTURAL). 6. 112 HEIGHT WALLS - 3 -5/8" X 20 GA. STEEL STUD @ 24" O.C. TO +42" AFF (OR STAIR LANDING) WITH 5/8" GYP. BD. EACH SIDE. 7. DEMISING WALL - 6"X 18 GA. HS STEEL STUD, 1 -3/8" FLANGE @ 24" O.C. TO ROOF STRUCTURE WITH VAPOR BARRIER ON TENANT SIDE, 5/8" GYP. BD. FULL HEIGHT ON BOTH SIDES R -19 BATT INSULATION (U = 0.094) CAULK TO FLOOR AND TO ROOF FOR VAPOR AND SOUND. 8. FURRED SPANDREL GLASS WALLS - 3 -5/8" X 26 GA. STEEL STUDS @ 24" TO WINDOW SILL, SPACED OFF TO ALIGN WITH FURRED WALLS ABOVE, R -21 BATT INSULATION WITH VAPOR BARRIER ON WARM SIDE, 5/8" GYP. BD. (U = 0.083). RELITE SCHEDULE A z -a' X 6 -6' + 6' SILL, 1/4" TEMPERED SAFETY CLEAR, IN VUCJOD .GAMES (STAINED), SERIES. B 18" X 6'-6' + S' SILL, 1/4" TEMPERED SAFETY, CLEAR, , I N WOOD JAMBS (STAINED) TH DOOR. C 4-a, WX 4'- -'SILL, 1" INSULATED STOPPED I N V`IOOD FRAME (STAINED). (U= 0.50) RECEIVED JUN 17 2010 PERMIT CENTER t ) i j ' , �► 0 9 1 8 z a 0 0 CHECKED BY a DESCRIPTION. 0 4 61 � ° 00 00 d* C4 00 N N Z ox CL A" wo`O 1- ce0 a Qg Ow co W W (0 � u,o) T -5 Z: \CAD \2004 \0441 NORMED \TI BELFOR \CD'S 24 MONTH PLAN \T- 5.dwg, 6/15/2010 2:00:0 •M Des gnJet 0 AI STAIR CONSTRUCTION: TO HAVE (2) 2X12 NOTCHED STRINGERS ON EACH SIDE AND IN THE MIDDLE WITH I I /4 " TREADS AND 3/4" RISERS. SEE SCHEDULE FOR FINISHES. STAIR STRAIGHT RUN OF 19 RISERS AT 6.14" = 10' -8" j AND 18 TREADS AT 11" = 16' -6" RUN ST1 �' IR 01a SECTION 0 SCALE 3/S""1' -0' DC 2' R -12 RIDGID NSILA11CN f U " 0D'1&) eee uaae*.e..•.•.e.:..ee•...a..eaa.101 .i / /.� NEW WALL RIRRIM TYPE 2 HALL 33 BEYOND GYP BD. PAINTED WALL FLOOR STRUCTURE SUSP ACOUSTIC CLG. HALL a BEYOND TOP OF CAM 23'- 2" APP. �� DOT OFPLY errLiGHT E 8TNG DC SlEEI. TUBE Hut PAIN1EP EX ROOF STRUCTURE? SEE STRUCTURAL --, •E3IJ SUSF. ACOUSTIC CEILING GLUE GYP D. TO CONCRETE, PAINT PARTIAL HEIGHT UJALL WITH WOOD CAP AND HANDRAIL (EACH SIDE) �7 7 7 7 J 11 r �J r J' STOr R 10 r—� 1 HOUR ENCLOSURE WITH 2 LAYE5 OF 5/8 "' TYPE X GYP BD ON UNDERSIDE OF STAIR STRINGERS I— J IT .r— STAIR CONSTRUCTION: TO HAVE (2) 2X12 NOTCHED STRINGERS ON EACH SIDE AND IN THE MIDDLE WITH 11/4" STRINGERS AND 5/4" RISERS. SEE SCHEDULE FOR FINISHES. 19 RISERS AT 614" L. 10' -8" ,� AND 18 TREADS AT 11" BOTTOM UP 9 RISERS, 8 TREADS LANDING UP 10 RISER, 9 TREADS TENANT SPACE INSULATION 1 BEYOND STAIR 12 SECtIbN SCALE 3/8'"1'-21' LOADING POCK CANOPY EXHAUST FAN 111!11! III!! 111! III!!l!!IIIIIIIIIJIIIIIIIIIIII 111111111111111!111 111111111111111III 1111111I111111III 1111111.1111 A PA 11111111II!!I!1!1X111IIII III.111111IIIIIIIIUIIIIIII IIIIIII!IIIIIIIIIIIIIIII111111 !IIII!1i!!IIIIIIII! III!IIIIIIIIIIIII E,4ST ELEVIATICN SCa le: 1/16 ":1' -0" TENANT SPACE _. .11 IN 1.,.. 1 . I , , s , ■ k, t t.. . t /TYPE DC SEE ROOF 11aJGTU!? r-TYP. INSULATED WALL TYPE 1 DEMISING UJALL FINISHED OFFICES FLOOR STRUCTURE SUSP ACOUSTIC CLa FINISHED OFFICES TYP. INSULATED WALL I (SEE STRUCTURAL) — SUSPENDED ACOUSTICAL CEILING RAILING AT 'ABOVE 1,1/2" DIA. METAL PIPE +34" NOSING EXTENDED 12 BEYOND TOP AND BOTTOM NOSING, PAINTED. ATTACH AT EACH VERTICAL RAILING BE ON SIDES. SUPPORT. PIPE TO BOTH , 9 I Z \ \ \ i / - �; ST�AE�E!L1 F,R4JIE USEABLE SPACE UNDER STAIRS MO LAYERS OF 5/8" TYPE 'X' GYP BD ON UNDERSIDE OF STAIR STRINGERS WHERE USEABLE BEARING WALL, 2X4 AT I6 �� O.C. UNDER STRINGERS, PBL STRINGER AT EACH SIDE AND IN MIDDLE. • I I STEEL i=R.W°IE CANOPY I I 1 9 N {�_,�„(.l� afA 4 l7S CC 1' 7• tb,lr .{� $ jI 'i.i��,� NON- USEABLE SPACE �� t i.! XC ''$ ) 4 r, dk:� k K STAIR CONSTRUCTION: TO HAVE (2) 2X12 NOTCHED STRINGERS ON EACH SIDE AND IN THE MIDDLE WITH I I /4 " TREADS AND 3/4" RISERS. SEE SCHEDULE FOR FINISHES. STAIR STRAIGHT RUN OF 19 RISERS AT 6.14" = 10' -8" j AND 18 TREADS AT 11" = 16' -6" RUN ST1 �' IR 01a SECTION 0 SCALE 3/S""1' -0' DC 2' R -12 RIDGID NSILA11CN f U " 0D'1&) eee uaae*.e..•.•.e.:..ee•...a..eaa.101 .i / /.� NEW WALL RIRRIM TYPE 2 HALL 33 BEYOND GYP BD. PAINTED WALL FLOOR STRUCTURE SUSP ACOUSTIC CLG. HALL a BEYOND TOP OF CAM 23'- 2" APP. �� DOT OFPLY errLiGHT E 8TNG DC SlEEI. TUBE Hut PAIN1EP EX ROOF STRUCTURE? SEE STRUCTURAL --, •E3IJ SUSF. ACOUSTIC CEILING GLUE GYP D. TO CONCRETE, PAINT PARTIAL HEIGHT UJALL WITH WOOD CAP AND HANDRAIL (EACH SIDE) �7 7 7 7 J 11 r �J r J' STOr R 10 r—� 1 HOUR ENCLOSURE WITH 2 LAYE5 OF 5/8 "' TYPE X GYP BD ON UNDERSIDE OF STAIR STRINGERS I— J IT .r— STAIR CONSTRUCTION: TO HAVE (2) 2X12 NOTCHED STRINGERS ON EACH SIDE AND IN THE MIDDLE WITH 11/4" STRINGERS AND 5/4" RISERS. SEE SCHEDULE FOR FINISHES. 19 RISERS AT 614" L. 10' -8" ,� AND 18 TREADS AT 11" BOTTOM UP 9 RISERS, 8 TREADS LANDING UP 10 RISER, 9 TREADS TENANT SPACE INSULATION 1 BEYOND STAIR 12 SECtIbN SCALE 3/8'"1'-21' LOADING POCK CANOPY EXHAUST FAN 111!11! III!! 111! III!!l!!IIIIIIIIIJIIIIIIIIIIII 111111111111111!111 111111111111111III 1111111I111111III 1111111.1111 A PA 11111111II!!I!1!1X111IIII III.111111IIIIIIIIUIIIIIII IIIIIII!IIIIIIIIIIIIIIII111111 !IIII!1i!!IIIIIIII! III!IIIIIIIIIIIII E,4ST ELEVIATICN SCa le: 1/16 ":1' -0" TENANT SPACE _. .11 IN 1.,.. 1 . I , , s , ■ k, t t.. . t .i 7 t?,, 'tt . S I Z - �; ST�AE�E!L1 F,R4JIE STEEL i=R.W°IE CANOPY �lk;r'r }. . '{iYli� 'y.'' t 9 N {�_,�„(.l� afA 4 l7S CC 1' 7• tb,lr .{� $ jI 'i.i��,� �iF rr *75 3 .i..Jr1 T k t if �� t i.! XC ''$ ) 4 r, dk:� k K � ��,4r. .i , N. 1( -.y,� 1 : t{.. �x'`r,.��S,;c- �` �Iu'm1 ,., �; r A'y li: tj Y ' : f-. .. .... ) 'i':i.1 �y� '�."� y+,J l; 3�� . t 51C� pT{{,, r �'� r i ' ��r; `Ir ; .� . f. ),i i ,. 4' " 4�i, �!b '� s .ity A ..y i. a i' aG ,r a 7 l+ .�`,'�'9/ �� i : S+ h �, Y,fl ,i� I.. 4 i .ip k i •. i ... .. '_' \ \ �- SPANDREL WINDOW STOREFRONT WINDOWS . (U20.60) NOT4 ELEVATION NEW STOREFRONT EXIT DOOR WITH SAFETY GLAZING AND ADJACENT SIDELIGHT WITH SAFETY GLAZING AND SIDEWALK As, INTER TILT -UP C. NirosomoaII!!!! 1! II!!!!!! I111il��111IIIIIIIIIIIillll !IIIIIIIIIII1111111111111 • IIIIIIIIIIIII /i■ RAMP AT 1 /I0 14' 14' NEW POURED IN PLACE... CONCRETE WALL (PAINTED) WITH PAINTED PIPE RAIL TO MATCH EX. AT 42" ABOVE CONig',ETE RAMP EXCEPT THE LAST 24' CAN BE AT 2' -10" ABOVE RAMP PRE- FABICATED METAL STAIR, W/ CONC. TREADS EX. T4, TENANT IJI1 SOUTH ELEV4TION &ale 1/Ib " =I'-0" .iillal111111111111111111i:. -41111111111111111111 J �''\ i/� .dUUJul■i�r� mod— -- (III \\ : -il u':a - -r 7,. .s:.,�6i.i1 rIli 1 a •.0 ?ia M4: _,. ��ii .t r4 ..: .:r':f 7 ny. ��-: 77�,F ,',;,.,i. * :AN,L t,t. .i'Ji r.,.y7. .rY: r:., ):��1 ,x: iy:ra4r ,r rt, ?dr., .r ��:�IRS .i !.L�i2 �!". k ;ndF.r1 �.r. »;�,. r k'!..' iy :t:t., 1 Jl� 53rw }r � '; +• '!t� �. i; �a �,f {'P'iju `, Sv r:t (Y� + n -.,... ,. -. .,_,.. r,. i`. -.,' t �.!' ','�i:.. -�, a #.i r1 � r f{ 1 r� K �1 d�S i:• r it ..F �'��' L t� yt: >• _ ac f, l �.�. t>t5� . ��=. ,�ki � fk ., tS 5 �` ; af�'kF. ly �.,� � :a� � .: `�,'17! „1-s.. izt 0 fiIffl= REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 9 2010 City of Tukwila BUILDING DIVISION NEW POURED IN PLACE RAMP AND CONCRETE WALL (PAINTED) AT 42" ABOVE CONRETE RAMP' EXCEPT THE LAST 24" CAN BE AT 2' -10" ABOVE RAMP UJE:ST ELEVATION Soaks: 1/16 " :1' -0" SPANDREL PANEL 4TO NT WINDOWS (U =0.60) TYPICAL Ink ECEIVED JUN 2 J 1 7 2010 PERMIT CENTER .15 EX1811143 PERIMETER 4 " DIAPOOTt'& DRAM IN DRAN ROCK C NNEGT TO STOW PAINTED I.5" DIA PIPE RAILS ATA MAX. 8' O.C. WITH 1" DIA. VERT. LESS THAN 4" OPEN SPACE TWEEN / /// V M EXP JOIN1 n CONCRETE RAMP REINFORCED OVER STRUCTURA F=ILL W/ SLAB DOWELS INTO UJALL BREAK UP EX. ASPHALT WEEP HOLES AT 8' 0.C. EXCEPT AT FLAT AREA AT 2" O.C. RAMP 4Rl4IL• SCALE 3/8 "4-0' in 1il 0 W O 0 i A DESCRIPTION In e 4 0)r) 00 CO rd, co 1 gt• 00 01 01 z OX 4 a) z O C4 0 E . z W O r4 r NQ z Z H Ai-4 [ft] 0 O a ay .VV`I T -6 Z: \CAD \2004 \0441 NORMED\TI BELFOR \CD'9 24 MONTH PLAN \T 6.dwg, 5/15/2010 2:49:00 PM, Designiet 500 MAIN.pc3 GYP. Bd. EA. SIDE ATTACH TO TOP PL. AND DEFLECTION TRACK + 1/2" SPACE GYPBD. TO GYP. BD. EA. SIDE ROOF STRUCTURE EX. TRUSS NOTE: 1) SOUND INSULATE WALL AT OFFICE LOCATIONS 2) FOAM ANY WALL PENETRATIONS FOR SOUND (ELEC., TELEPHONE, ETC.) 3) CAULK GYP. BD. TO CONCRETE SLAB. DEFLECTION HEAD riETAIL SCALE: 1 -1/2" • i' -0" LOCATE FANS ABOVE VALANCE AND SPRINKLER HE ???ItIl!!!!!fitl!tn: 6" DEEP LEG TRACK ATTACH TO G.L.B. 11.113 - 15/8" SCREWS 2' -0" O.C. (PEEP LEG IS 1 ") STUDS a 2' -0" C. NOT ATTACHED TO TRACK BUT LAPPED UP NSIOE 1 GYPBD. ATTACHED TO STUD-NOT TO GLB OR TRACK LAP 1 1/2" bN GLIB FNISHED CEILING W/ BATT INSULATION 4'- 0" FLUORESCENT LIGHT FIXTURES I/2 "xi I/2" PARACUBE LENS (CHROME) VALANCE: GYP. BD. WRAP -PANT, (SEE DETAIL 10 /1-1 FULL HEIGHT MIRROR x WIDTH OF COUNTER PAINTED GYP. BD: SEMI -GLOSS ENAMEL PAPER TOWEL DI$P. .O. WAINSCOT SEE SCHEDULE 4" PLAS. LAM BACKSPLASH ►� STUD PLUMBING WALL (MN 6 ") W/ BAIT �• NSULATION .0 PLAM COUNTER TOP BASE SEE SCHEDULE (MN. 6') RESTROOM SECTION r SECTION SECTION. WOOD HANDRAIL EASE ALL EDGES 1/4" DIA. LAG BOLL e 3' -0" O.C. MAX. COUNTER SINK 4 PLUG CONTINUOUS 2 x 3 42" ABOVE FLOOR AND NOSING OF STAIRS 3/4'' x 4 3/4" OAK CAP GLUED TO 2 x 4, STAN AND SEAL 1xINISHNCs NAILS, EASE EDGES. 3/4" RADIUS I" RADIUS /x-`5/8" GYP. BD. EACH SIDE HANDRAIL UJITI -I WOOD CAP SCALE: 1 -1/2" 1' -0" CONTINUOUS 2 x 6 BLOCKNG SPACER BAR OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. CROSS RUNNER MAIN RUNNER 31 4jr1IN. AT UN- ATTACHED WALLS j;i IN. 2" U/ALL ANGLE NOTE:, ATTACH CEILING AND GRID TO WALL ANGLE (MOULDING) AT TWO ADJACENT WALLS VIA POP RIVETS. 4 *12 :GA. WIRES WITHIN 2" OF CROSS TEE CONNECTION ARRANGED AT (30' FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45', LOCATE RESTRAINT PANELS AT 12' O.C. IN EACH DIRECTION AND WITHIN 6' OF EACH WALL. NOTES: SECTION ANODIZED ALUMINUM STORER20NT/ HOLLOW METAL INSULATED PAINTED DOOR (SM. EXPANSION JOINT CONCRETE SIDEWALK ALUM. THRESHOLD W/ NEOPRENE GASKETS CONC. SLAB 2' VERT. R -I0 INSULATI UNDER DOOR THRESHOLD STOREFRONT /l- IOLLOUJ METAL DOOR TI-I'' SWOLO SCALE: 1 -1/2" • P -0" SECTION 2 - 6x14 GA. STEEL STUDS 5/8" GYP. BD. ALL SIDES W/ METAL COINER BEADS FINISH FLUSH I "xl" EDGE ANGLE PARABOLIC LENS ■III■I■I■;.- 4 "xI4 GA. STEEL STUDS a TOP 4 BOTTOM WELDED TO 8" STEEL STUDS NOTE SUPPORT ENDS W/ 2 - 14 GA. STUDS MIN. VALANCE SCALE: 1 -1/2" • 1' -0" 22" WIDE 501110 BATIS EA. SIDE WALL e BOUND WALL FOR WALLS GREATER THAN 8'- 0" IN WIDTH WITHOUT AN INTERSECTING WALL, PROVIDE I2ga. WIRES SPLAYED 45' TO AN EYE SCREW 9 ROOF AND TOP OF WALL i ■■■i■■■uuui■■■■■Wi■■■■i■u■u■u BLOCK e GRID FOAM TAPE 0 WALL PAINT EXTERIOR FLAT BLACK ATTACH BOTTOM TRACK TO CONC. FLOOR W/ POWDER DRIVEN ANCHORS AT 24" D.C. HILTI EMBED 1" 2 1/2" RUBBER BASE 0 CARPET REVIEWED FOR CODE COMPLIANCE ,APPROVED JUN 2 9 2010 CAULK 3i" 4 II UJALL SECTION SCALE: 1 -1/2" • 1' -0" 5/8" GYP BD. OVER STEEL STUDS WALL TYPE 2 CONT. METAL TRIM. 5/8" GYP? BD. (TYPE 'X' a FIRE RATED WALLS.) ACOUSTICAL BLANKET e SOUND WALL. CAULK GYP. BD. TO FLOOR 9 ALL SOUND AND NSUL. WALLS SUSP ACOUSTICAL CEILING CEILING TEE City of Tukwila BUILDING DIVISION HANDRAIL UALL SCALE: 1 -1/2" • I' -0" NOTE: SUSPENSION WIRES TO BE 12 GAGE AT 4' O.C. W/ ATtACI -IMENT DEVICES CAPABLE OF SUPPORTING 100 POUNDS. HANGER 4 PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED I) MAIN BEAMS TEES AND CROSS TEES MUST BE HEAVY DUTY W/ CONNECTION STRENGTHS OF 100 POUNDS IN COMPRESSION 4 ;TENSION. 2) CEILING AREAS GREATER THAN 1000 SF MUST HAVE LATERAL FORCE BRACING VIA DIAGONAL SPLAY WIRES, LIMITING MOVEMENT t0 LESS THAN 1/4" AT POINT OF ATTACHMENT. RE5TRANEb CEILING DETAILS (MEETS 11:3C 2001a SEC 1621 AND GISCA 3 -4 A57-1 C635 A SCALE 1 1/4" DIA. PIPE RAIL a +34" ABOVE FLOOR AND LANDING, CONT. BLOCKING, PAINT CONT. BLOCKING 5/8" GYP. BD. STUD WALL PER PLAN OR GUARDRAIL SECTION SECTION 3) LIGHT FIXTURES TO BE POSITIVELY ATTACHED TO MAN AND CROSS TEES. AND IF OVER 50, MUST BE INDEPENDENTLY SUPPORTED. 4) PARTITIONS GREATER THAN 6' TALL NEED INDEPENDENT BRACING VIA SPLAY WIRES (SEPARATE FROM ANY OTHER WIRES). PARTITIONS 6' OR LESS NO ATTACHMENT IS REQUIRED. 5) SPRINKLER HEAD PENETRATIONS MUST HAVE 2" OVERSIZED TRIM TO ALLOW I" MOVEMENT IN ALL DIRECTIONS. 6) MANUFACTURER CERTIFICATION OF COMPONENT PERFORMANCE AND PERIODIC SPECIAL INSPECTION OF ANCHOR SYSTEM I5 REQUIRED. I) FOR CEILING AREAS EXCEEDING 2500 SF, A SEISMIC SEPERATICN JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED. 6) ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO Y360 OF ITS SPAN. 9) ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN 3 INCH. 111 C636 ASCE 1 -02) TYPES PANTED CONCRETE TILT -UP PANEL PER ELEVATIONS CAULK EACH SIDE UJINDOUJ -HEAD - DETAIL SCALE NEW CAULK 5/8" GYP BD. OVER STEEL STUD WALL TYPE 2 SECTION 1" NSULATED GLAZING WINDOW SILL 1" INSULATED GLAZING EX ALUMINUM FRAME EX CAULK EACH SIDE 1342" e PANTED CONCRETE TILT -UP PANEL EX TYPES SCALE: 1 -1/2" • 1' -0" NEW CAULK 5/8" GYP BD. OVER STEEL STUD WALL TYPE EXISTING CONC. SLAB W/ 2" SAND, VAPOR BARRIER 4 GRAVEL SECTION 1" INSULATED GLAZING EX ALUMINUM MULLION PER MANUFACTURER EX 1/4" SAFETY SPANDREL GLASS WI DARK BRONZE FINISH CAULK EACH SIDE EX STOREFRONT SPANDREL CLASS. DETAIL SCALE: 1 -1/2" • 1' -0" TYPICAL STUD WALL GLAZING TAPE STANDARD WOOD STOPS 1 WOOD CASING • 1/4" LAMINATED OR TEMPERED SAFETY GLAZING S.C. U1000 DOOR DOOR JAMS- TO- RELITE SCALE:1- 1/2 "•1' -0" DOOR -JAMS SCALE:1- I/2 "•I' -0" PAINT BLACK 3/4" x 2" FILLER BLACK GASKETS 1/4" EACH SIDE OF FILLER MIL STUD 2x WOOD BLOCKING OAK JAMB 5/8" x OAK STOP SILENCER SOLID CORE WOOD DOOR W/ OAK VENEER 5/8" GYP BD. EACH SIDE WALL TO MULLION SILL BELOW DEEP LEG TRACK ATTACH e SILL AND CEILNG- DO NOT ATTACH GYP. BD. TO TRACK STEEL STUD- ATTACH GYP. BD. SCALE: I -14" • l' -0° BLACK TRACK ALUMNUM BREAK METAL CUT BOTTOM SNAP- IN ALUMINUM FRAME TO ALLOW GLASS CHANGING: GASKETS I/4" INFILL WITH WOO SECTION bt LUAU_ TO UJINDOU SCALE: 1 -la" • 1' -0" SECTION SILL BELOW DEEP LEG TRACK ATTACH e SILL AND CEILING GYP. BD. TO STEEL TRACK PROVIDE I/2" AIR SPACE TO STEEL STUD AND ATTACH GYP. BD. TO STUD RECEIVED JUN 1'7 2010 PERMIT CENTER TAPNG COMPOUND OVER PAPER- COVERED CORNER BEAD. im • y SECTION 1 Ll 0 0.. 0 dl 0 DESCRIPTION 9 w CO c0 0 0 Z EL VI ts IA d 1 z 0 T -7 Z: \CAD \2004 \0441 NORMED \71 BELFOR \CD'S 24 MONTH PLAN \T -4 Ti7.dwg, 6/15/2010 1:27:44 PM, DesigNet 500 M N.pc3 LEGEND EMERGENCY EXIT LIGHTS WITH EMERGENCY LIGHTING BATTERY BACKUP csR EMERGENCY LIGHTING BATTERY BACKUP NOTE: EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS ,4T LEAST AN AVERAGE OF 1 FOOT - CANDLE AND A MINIMUM AT ANY POINT OF 0.I FOOT - CANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITEI TO DECLINE TO 0.6 FOOT - CANDLE AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT - CANDLE: AT THE END, OF THE EMERGANCY LIGHTING TIME DURATION: A MAXIMUM -TO- MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. r 1 NOT OCCUPIED OFFICE 12X13•1569F 16 OCC. OFFICE I2X9 =I086F 1 OCC. COMPILES IMO= 189 SF i out_ 1 1 1 '1 '1 11 I I 11 11 1L =__J )1m1 mm mi mm I >< OFFICE 41X12 =5648F 6 OCC. Sr=i I.1. mm em NI is lin um no OFFICE 8.9X1115= 100 1000.. OFFICE 85XIi15■ 100 SF I OCC. 1 1 1 1 OFFICE 85X1113 ■ 100 SF 1 OCC. oFificE 2,441 S.F. (NET WITHOUT STAIRS) OCCUPANT LOAD PER AREA TOTAL 3 IS OCC. /.\\ rEZTANINE FLOOR .gym -s aff Sca le: l /8." =1' =0" REV 0S -13 -10 PM 3 ) it'll H$. 40' NEW RIVE IN RAMP W/UJ4LL WA - HOUS 8,515 5F. `�' 1 ` 16 OCC. 2 EXITS SEMI- I- IEATED - MAX BT114 /SF R -II RIGID INSULATION ON ROOF DECK HIGH. PILED COP'IBUSTABLE, STAR (23) CLASS I -1V, MAX 20' TOP OF DRAFT CURTAINS NOT' REQ'D (;TABLE 2 ) II SMOKE REMOVAL I5 nX IIREQ (TAB 2 E2.2 s (REFER ICE SEC. 910) VENT RATIO 1/100; MAX SPACING I0 W/ 1 MAXXDISTANCE TO WALL 60' (OPTI• 1) 1 NEUJ CONCRETE LANDING AT NEW EXTERIOR EXIT ONLY DOOR • `-�� OFFICE; 12X16 =192SF 2 OCC. EXIT LOAD FROM WHSE = 8 OCC EXIT LOAD FROM UPSTAIRS = 9 OCC 1 1 1 1 1 1 1 1 ...1 OFFICE 95X11 =1055F 1 OCC. OFFICE 95X11 =1055F 1 OCC. REVIEWED FOR C ODE COMPLIANCE ,A POPMEEI JIM 2 9 2T10 f C of Tukwila BUILDING DIVISIOte CONFERENCE 446 SP e' 1/15 _: 30 OCC. OFFICE: 105X16 =1650F 110CC. . OFFICE 2,t44 SF. TOTAL OCCUPANT LOAD, INCL CONE BY AREA '= 41 OCC. EXITffLOQFL4N A\ sCaie: vs"_r -m° RECEIVED JUN 17 2010 PERMIT CENTER U w 0 9 Q 0 cq 0 0 CHECKED BY DESCRIPTION 70 — in (0 CO 0 0 Z OX CL U op T 8 Z: \CAD \2004 \0441 NORMED \TI BELFOR \CD'S 24 MONTH PLAN \T -i_T -2 T -3_ 05- 13- 10.dwg, 6/15/2010 3:57:34 P , DesigNet 00 AIN. SPECIAL INSPECTIONS and TESTING S T R U C T U R A L N 0 T E S STRUCTURAL DRAWING SHEET INDEX IN U. F= Structural Engineers 180 Nickerson Street Suite 302 Seattle, WA 98109 206.285.4512 (V) 206.285.0618 (F) 0 0 03000: CONCRETE CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERI CAN CONCRETE INSTITUTE STANDARD ACI 318-05 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ". CEMENT AND CONCRETE SHALL CONFORM TO IBC SECTION 1903. ADMIXTURES SHALL BE APPROVED BY THE ENGINEER OF RECORD AND SHALL COMPLY WITH ACI 318 -05 SECTION 3.6, CONCRETE EXPOSED TO FREEZING AND THAWING SHALL HAVE AN AIR ENTRAINING ADMIXTURE CONFORMING TO IBC SECTION 1904.2. THE USE OF WATER SOLUBLE CHLORIDE ION SHALL NOT BE USED. THE CONTRACTOR SHALL SUBMIT MIX DESIGNS TO ENGINEER OF RECORD FOR APPROVAL FOUR WEEKS PRIOR TO PLACING CONCRETE. MIX DESIGNS SHALL BE REVIEWED FOR CONFORMANCE TO IBC SECTIONS 1904 . AND 1905. CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS: 28 DAY MAX. MAX, AIR SPECIAL LOCATION STRENGTH W/C SLUMP ENTRAINMENT INSPECTION AND f'c (PSI) RATIO (INCHES) (PERCENT) REQUIRED APPLICATION 2500 0.44 611 Ott NO ALL USES RESHORING, WHERE REQUIRED, SHALL CONFORM TO ACI 301 SECTION 4.6. SUBMIT PROPOSED RESHORING PLANS TO THE ENGINEER OF RECORD FOR REVIEW. CHAMFER ALL EXPOSED CORNERS PER THE ARCHITECTURAL PLANS OR 3/4 INCH IF NOT SPECIFIED BY THE ARCHITECT. 03100: REINFORCING STEEL REINFORCING STEEL DETAILING, FABRICATION, AND PLACEMENT SHALL BE PER ACI 318 -02, REINFORCING STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: ASTM A-615 DEFORMED BARS GRADE 40 (fy=40 KSI) FOR #3 BARS ONLY R WELDABLE BARS AND E LAARGS GER ASTM ASTM A-615 5 DEFORMED BARS GRADE 60 (f y=60 BARS GRADE 60 (fy��0 KSI) FOR 0 KSI) FOR #4 ASTM A -185 SMOOTH BAR (fy=60 KSI) FOR WELDED WIRE FABRIC REINFORCING FOR SLABS ON GRADE SHALL BE 6X6 W1.4XW1.4 WELDED WIRE FABRIC UNLESS NOTED OTHERWISE, PROVIDE LAP SPLICES PER THE LAP SPLICE SCHEDULE ON SHEET S6.00, REINFORCING STEEL AT ALL WALLS, SLABS, AND FOOTINGS SHALL BE CONTINUOUS AROUND CORNERS ELSE CORNER BARS SHALL BE PROVIDED. COVER REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: CONCRETE CAST AGAINST EARTH ALL BAR SIZES . . 3" FORMED SURFACE EXPOSED TO EARTH OR WEATHER #6 AND LARGER 2" #5 AND SMALLER . . . . . . . . 1 1/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER SLABS #11 BARS AND SMALLER 1* REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN PLACE PRIOR TO CONCRETE PLACEMENT. REINFORCING STEEL SHALL NOT BE FIELD BENT EXCEPT AS NOTED IN THE DESIGN DRAWI NGS. WELDING OF REINFORCING STEEL SHALL NOT BE PERMITTED WITHOUT PRIOR APPROVAL OF THE ENGI NEER OF RECORD EXCEPT AS NOTED ON THE DESI GN DRAWI NGS. 05120: STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION "Al SC SPECIFICATION FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: STRUCTURAL W SHAPES ASTM A -992 Fy = 50 KSI STEEL ANGLES ASTM A -36 Fy = 36 KSI PLATE MATERIAL ASTM A -36 Fy = 36 KSI STRUCTURAL TUBE ASTM A -500 GRADE B Fy = 46 KSI WELDING ELECTRODES E70-XX HIGH STRENGTH BOLTS ASTM A -325N BEARING TYPE (SNUG TIGHT) ANCHOR BOLTS ASTM A -307 OR ASTM A -36 WOOD CONNECTION BOLTS ASTM A -307 "STRUCTURAL ALL WELDING SHALL CONFORM TO THE AWS D1 -1 STRUCTURAL WELDING CODE ALL WELDING SHALL BE PERFORMED BY A WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) AND AMERICAN WELDING SOCIETY (AWS) CERTIFIED WELDERS. ALL COMPLETE PENETRATION (CP) WELDS SHALL BE ULTRASONICALLY TESTED. ALL FILLET WELDS SHALL BE VISUALLY INSPECTED. STRUCTURAL STEEL AND CONNECTIONS EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION IN COMPLIANCE WITH ASTM A -123. ALL FIELD WELDS EXPOSED TO WEATHER SHALL BE COATED WITH BRUSH APPLIED ZINC -RICH PAINT COMPLYING WITH ASTM A -780. 05400: COLD FORMED METAL FRAMING LIGHT GAGE STEEL FRAMING MEMBERS SHALL BE FABRICATED IN ACCORDANCE WITH THE AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS". MATERIALS SHALL CONFORM WITH THE FOLLOWING: GAGE ASTM DESIGNATION MIN. Fy 0.0179" (25 GA.) TO 0.0451" (18 GA.) ASTM A653 SS GRADE 33 33 KSI 0.0538" (16 GA.) TO 0.1180" (12 GA.) ASTM A653 SS GRADE 50 50 KSI ALL MEMBERS SHALL BE GALVANIZED. ALL MEMBERS SHALL BE STAMPED WITH ICBO EVALUATION NUMBER, BASE METAL THICKNESS, AND YIELD STRENGTH, SIZE, SHAPE,AND GAGE SHALL BE AS INDICATED ON THE PLANS, SECTION DESIGNATIONS, SECTION PROPERTIES, ETC. ARE AS SET FORTH IN THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) "PRODUCT TECHNICAL INFORMATION" AND NOTED SUCH AS (600S162 -54): " DEPTH (1/100) SHAPE WIDTH (1/100") MATERIAL THICKNESS (MILS.) 600 S 162 43 800 S 162 43 FASTENING OF COMPONENTS SHALL BE WITH SELF DRILLING SCREWS OR WELDING. WELDING OF COLD FORMED METAL FRAMING SHALL BE IN ACCORDANCE WITH AWS D1.3. SCREWS SHALL MEET THE REQUIREMENTS OF AISI SPECIFICATION E4, AND SHALL ICBO CERTIFIED FOR THE FOLLOWING LOADS: FRAMING THICKNESS #8 SCREW (0,164" DIA.) #10 SCREW (0 190" DIA.) MILS INCHES GAGE SHEAR(LBS) PULLOUT(LBS) SHEAR(LBS) PULLOUT(LBS) 0.0188 25 66 39 - - . 18 0 33 0.0346 20 164 72 177 84 43 0.0451 18 244 94 263 109 54 0.0566 16 344 118 370 137 68 0.0713 14 - - 523 173 97 0.1017 12 - - 523 173 06071: PRESERVATIVE TREATED WOOD PRODUCTS PRESERVATIVE TREATED WOOD SHALL BE REQUI RED FOR ALL WOOD THAT FORMS THE STRUCTURAL SUPPORT OF THE BUILDING, BALCONIES PORCHES, OR SIMILAR PERMANENT BUILDING APPURTUENCES THAT ARE EXPOSED TO THE WEATHER WITHOUT ADEQUATE PROTECTION FROM A ROOF, EAVE, OVERHANG OR OTHER COVERING TO PREVENT MOISTURE OR WATER ACCUMULATION AT THE SURFACE OR AT JOINTS BETWEEN MEMBERS, ALL WOOD INSTALLED ABOVE GROUND AND RESTING ON AN EXTERIOR CONCRETE OR MASONRY FOUNDATION WALL LESS THAN 8 INCHES FROM EXPOSED EARTH. POSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND SUPPORTED BY A CONCRETE SLAB OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH. EXCEPT; 1. IF LOCATED IN BASEMENTS ON A CONCRETE PIER OR METAL PEDESTAL 1 INCH ABOVE THE SLAB AND SEPARATED THEREFROM BY AN IMPERVIOUS MOISTURE BARRIER. 2. IF IN AN ENCLOSED CRAWL SPACE OR AN UNEXCAVATED AREA WITHIN THE BUILDING PERIPHERY AND SUPPORTED BY A CONCRETE PIER OR PEDESTAL MORE THAN 8 INCHES FROM EXPOSED GROUND AND SEPARATED THEREFROM BY AN IMPERVIOUS MOISTURE BARRIER. 3, SLEEPERS AND SILLS ON A CONCRETE SLAB ON GRADE THAT DOES NOT HAVE AN IMPERVIOUS MOISTURE BARRIER SEPARATION WITH EXPOSED EARTH. 4. LEDGERS AND FURRING ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR CONCRETE OR MASONRY WALLS BELOW GRADE. PRESERVATIVE TREATMENT SHALL BE PER AMERICAN WOOD PRESERVERS' ASSOCIATION (AWPA) SPECIFICATION C2 AND C9 OR APPLICABLE STANDARDS, ALL FASTENERS (NAILS, BOLTS, ANCHOR BOLTS, PLATES, HANGERS, ETC.) IN CONTACT WITH TREATED LUMBER SHALL BE CORROSION RESISTANT G -185 HOT DIPPED GALVANIZED PER ASTM A153 OR STAINLESS STEEL. 06100: ROUGH FRAMING SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU (WCLIB) "GRADING AND DRESSING RULES" NO, 17 LATEST EDITION. SAWN LUMBER SHALL BE S4S AND SURFACED DRIED, 19 PERCENT MAXIMUM MOISTURE CONTENT, PROTECT LUMBER FROM WEATHER AND PROVIDE FURTHER DRYING OF ASSEMBLED FRAMING TO MINIMIZE WOOD SHRINKAGE POTENTIAL. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED UNLESS NOTED OTHERWISE PER PLAN, LUMBER SPECIES, GRADE, AND PROPERTIES FOR EACH USE /LOCATION SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE PER PLAN /SCHEDULE: Fb Fy Fcp Fc E USE /LOCATION SPECIES GRADE (PSI) (PSI) (PSI) (PSI) (PSI) WALL STUDS/BLOCKING 2X, 3X HEM -FIR NO, 2 850 150 405 1300 1.3E6 4" WIDE WALL PLATES 2X4, 3X4 HEM -FIR STUD 700 180 625 850 1.4E6 2X6, 3X6 HEM -FIR NO. 2 900 180 625 1350 1.6E JOISTS 2X, 3X HEM-FI R NO, 2 850 150 405 1300 1 ..3E6 BEAMS AND POSTS 4X DOUGLAS FIR-LARCH NO, 2 900 180 625 1350 1,6E6 6X DOUGLAS F I R -LARCH N0, 1 1200 170 625 1000 1,6E6 06102: FRAMING NOTES FRAMING CONNECTORS, ACCESSORIES, AND FASTENERS AS NOTED IN THE PLANS AND DETAILS SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE, EQUIVALENT HARDWARE MAY BE USED WITH PRIOR APPROVED BY ENGINEER OF RECORD. INSTALL ALL HARDWARE PER MANUFACTURERS' SPECIFICATIONS. WHERE STRAPS CONNECT TWO MEMBERS TOGETHER, PLACE HALF OF THE REQUIRED FASTENERS INTO EACH MEMBER. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. SEE SECTION 06071 FOR FASTENER REQUIREMENTS AT TREATED LUMBER. TYPICAL NAILING NOT SHOWN PER PLAN, DETAIL, OR SCHEDULE SHALL CONFORM TO FASTENING SCHEDULE PER IBC TABLE 2304,9,1 OR TO THE ROUGH FRAMING NAILING SCHEDULE ON SHEET S1.01. NAILS SHALL BE COMMON UNLESS NOTED OTHERWISE COMMON NAIL DIMENSIONS ARE AS FOLLOWS: NAIL SIZE DIAMETER LENGTH 8d 0.131" 2,5" 10d 0.148" 3.0" 12d 0.148" 3.25" 16d 0.162" 3,5" 06103: JOIST AND BEAM HANGERS JOIST AND BEAM HANGERS AS NOTED IN THE PLANS SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE. EQUIVALENT HARDWARE MAY BE USED WITH PRIOR APPROVED BY ENGINEER OF RECORD. JOIST AND BEAM HANGERS SHALL BE INSTALLED PER MANUFACTURERS' SPECIFICATIONS. 06104: SHRINKAGE OF W000 FRAMING SHRINKAGE IN WOOD FRAMING IS DUE TO LOSS OF MOISTURE CONTENT AND TO COMPRESSION OF ASSEMBLIES OF WOOD COMPONENTS. PLUMBING, ELECTRICAL, AND MECHANICAL SYSTEMS AS WELL AS EXTERIOR FINISHES SHALL BE DESIGNED AND BUILT TO ACCOMMODATE 1/4 INCH PER FLOOR WOOD SHRINKAGE. THE USE OF KILN DRIED LUMBER AND PROVIDING A DRYING PROCESS TO THE FRAMING MEMBERS PRIOR TO APPLICATION OF FINISHES WILL HELP CONTROL BUT WILL NOT ELIMINATE SHRINKAGE. HOLDOWNS: HOLDOWNS SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE CO., INC. USE ALL SPECIFIED FASTENERS. USE NYLON LOCKING NUT ON THE ANCHOR BOLTS. BOLT HOLES SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER. STANDARD WASHERS ARE REQUIRED ON THE STUD BOLT OPPOSITE THE HOLDOWN. (RE: 4/S1.01) 06160: WOOD SHEATHING STRUCTURAL WOOD SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. WOOD SHEATHING PANELS SHALL BE C-D INT BEAEXPOSURET1. PANELSGLUE SHADLL) HAVE ORIENTED OLLOWING BOARD THIICKNESS, SPAN PANELS RATIiNG, AND FASTENING UNLESS NOTED OTHERWISE PER PLAN: EDGE FIELD 1 1/8" APA RATED STURD -I -FLOOR NAILS NAILS FLOOR: 3/4" 48/24 C-D APA CDX T&G 10d AT 6" 10d AT 12" GLUE FLOOR SHEATHING W /APPROVED ADHESIVE SHEARWALL: 1/2" OSB ALL ROOF AND FLOOR SHEATHING PANELS SHALL BE INSTALLED FACE GRAIN PERPENDICULAR TO SUPPORTS AND IN A STAGGERED PATTERN UNLESS NOTED OTHERWISE PER PLAN, BLOCKING AT INTERMEDIATE FLOOR AND ROOF SHEATHING JOINTS SHALL NOT BE REQUIRED UNLESS NOTED OTHERWISE PER PLAN. SHEARWALL SHEATHING SHALL BE BLOCKED AT ALL EDGES WITH 2X OR 3X FRAMING PER SHEARWALL SCHEDULE SHEET DESCRIPTION DATE S1.0 STRUCTURAL NOTES 06/11/10 S2.0 FOUNDATION AND FRAMING PLANS 06/11/10 S6.0 CONCRETE DETAILS 06/11/10 S8.0 DETAILS 06/11/10 INSPEC11ON ITEMS CONTINUOUS PERIODIC TESTING COMMENTS CAD: JMA ENG'R: RBH °z I 06185: STRUCTURAL GLUED LAMINATED TILER GLUED LAMINATED MEMBERS SHALL HAVE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) IDENTIFICATION MARK. EXPOSED MEMBERS SHALL RECEIVE ONE COAT OF END SEALER APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER OFOSECTIONELD. SHOP DRAWINGS DESIGNIMATERI1L BE SUBMITTED MATERIAL PER H REQUIREMENTS NTS FOLLOWS: USE COMBINATION SYMBOL SPECIES LAYOUT SIMPLE SPAN BEAM 24F -V4 DF/DF STANDARD CONTINUOUS BEAM • 24F -V8 DF/DF STANDARD CANTILEVER BEAM 24F -V8 DF/DF BALANCED UNEXPOSED GLUED LAMINATED TIMBER SHALL BE INDUSTRIAL GRADE. TYPICAL, UNLESS NOTED OTHERWISE. EXPOSED GLUED LAMINATED TIMBER SHALL BE APPEARANCE CLASS PER ARCHITECT. 08190: MANUFACTURED W000 BEAMS MANUFACTURED/ENGINEERED WOOD BEAMS SHALL BE THE SIZE AND TYPE SHOWN ON THE DRAWINGS AS MANUFACTURED BY TRUS -JOIST OR APPROVED EQUAL. STORAGE, ERECTION, AND INSTALLATION SHALL BE PER MANUFACTURER SPECIFICATIONS. MICROLAM AND PARALLAM MEMBERS SHALL NOT HAVE NOTCHES OR DRILLED HOLES WITHOUT PRIOR ENGINEER OF RECORD APPROVAL. SHOP DRAWINGS SHALL BE SUBMITTED PER THE REQUIREMENTS OF SECTION 01330. DESIGN MATERIAL PROPERTIES SHALL BE AS FOLLOWS: MEMBER E (PSI) Fb (PSI) Fcp (PSI) F‘,/ (PSI) LVL = MICROLAM 2,0E6 2600 750 285 20 PSL = PARALLAM E6 2900 650 290 LSL = 1.75" TIMBERSTAND 1,5E6 2250 750 400 LSL RIM = 1.5" TIMBERSTAND RIM BOARD 06196: PREFABRICATED PLYWOOD WEB JOISTS PREFABRICATED PLYWOOD WEB JOISTS SHALL BE THE SIZE AND TYPE SHOWN ON THE DRAWINGS AS MANUFACTURED BY TRUS -JOIST OR APPROVED EQUAL. STORAGE, ERECTION, AND INSTALLATION SHALL BE PER MANUFACTURER SPECIFICATIONS. JOIST FLANGES SHALL NOT BE CUT. DRILLED HOLES IN WEB SHALL BE PER MANUFACTURER REQUIREMENTS. SHOP DRAWI NGS SHALL BE SUBMITTED PER THE REQUIREMENTS OF SECTION 01330. DESIGN LOADING AND DEFLECTION CRITERIA SHALL BE AS FOLLOWS: TOP CHORD LIVE LOAD SEE LIVE LOADS IN SECTION 01200 DEAD LOAD 15 PSF MECHANICAL LOADS SEE MECHANI CAL PLANS , LIVE LOAD DEFLECTION L/480 03000: CONCRETE CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMER! CAN CONCRETE I NSTI TUTE " STANDARD ACI 318 -05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ". CEMENT AND CONCRETE SHALL CONFORM TO IBC SECTION 1903. ADMIXTURES SHALL BE APPROVED BY THE ENGINEER OF RECORD AND SHALL COMPLY WITH ACI 318 -05 SECTION 3.6. CONCRETE EXPOSED TO FREEZING AND THAWING SHALL HAVE AN AIR ENTRAINING ADMIXTURE CONFORMING TO IBC SECTION 1904,2. THE USE OF WATER SOLUABLE CHLORIDE ION SHALL NOT BE USED, CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS: 28 DAY MAX, MAX. AIR SPECIAL LOCATION STRENGTH W/C SLUMP ENTAINMENT INSPECTION AND f'c (PSI) RATIO (INCHES) (PERCENT) REQUIRED APPLICATION 2500 0.45 411 NO NO ALL CONCRETE CHAMFER ALL EXPOSED CORNERS PER THE ARCHITECTURAL PLANS OR 3/4" IF NOT / SPECIFIED BY THE ARCHITECT, g- -•-�•• REVIEWED FOR" CODE COMPLIANCE APP �� JUN 2 9 2010 City Of Tukwila BUILDING D II,q, nl + ECEIVED JUN 1 7 2010 PERMIT CENTER ANCHORING SYSTEMS MECHANICAL ANCHORS - SIMPSON 11TEN HD X SPECIAL INSPECTION PER MANUFACTURER POWDER ACTUATED FASTENERS X PER MANUFACTURE WOOD CONSTRUCTION (IBC 1704.6 AND 1707.3) SILL PLATE ANCHOR BOLTS CALL ENGINEER FLOOR DIAPHRAGM NAIUNG CALL ENGINEER SHEARWALL NAILING CALL ENGINEER HOEDOWNS CA ENGINEER LL INSPECTION SCHEDULE NOTES: 1. ITEMS MARKED WITH AND "X" SHALL BE INSPECTED IN ACCORDANCE WI1H IBC 1700 BY A CERTIFIED SPECIAL INSPECTOR FROM AN AGENCY APPROVED BY THE JURISDICTION. 2. SPECIAL INSPEC11ON SHALL NOT REQUIRED FOR WORK IN AN APPROVED FABRICATOR'S PER IBC 1701.7. VERIFY APPROVAL WITH JURISDICTION PRIOR TO FABRICATION, 3, CONTINUOUS SPECIAL INSPECTION REQUIRES THE INSPECTOR SHALL BE ONSITE AT ALL TIMES AND THAT WORK REQUIRING SPECIAL INSPECTION IS PERFORMED. PERIODIC SPECIAL INSPECTION SHALL ALLOW INSPECTION AT THE INTERVALS NECESSARY TO CONFORM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH THE REQUIREMENTS. 4, ALL WELDS SHALL BE VISUALLY INSPECTED. 5. ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY. 6. PERIODIC SPECIAL INSPECTION SHALL BE ALLOWED FOR SHOP WELDING OF ASTM A706 REINFORCEMENT NO, 5 OR SMALLER USED FOR EMBEDDED ITEMS, PROVIDED THAT THE MATERIALS AND THE QUAUFICATIONS OF WELDING PROCEDURES AND WELDERS ARE VERIFIED PRIOR TO THE START OF WORK, THAT PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS, AND THAT A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO SHIPMENT OF SHOP WELDED ITEMS. 7. STRUCTURAL OBSERVATION SHALL MEAN THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM BY THE ENGINEER OF RECORD FOR THE GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL FRAMING SYSTEM PRIOR TO COVER. THE CONTRACTOR SHALL PROVIDE AT LEAST TWO WORKING DAYS NOTICE TO THE ENGINEER OF RECORD PRIOR TO COVERING OF SYSTEMS REQUIRING OBSERVATION, STRUCTURAL OBSERVATION BY THE ENGINEER OF RECORD DOES NOT REPLACE OR WAVE REQUIREMENTS FOR BUILDING INSPECTION BY THE JURISDICTION NOR REQUIREMENTS FOR SPECIAL INSPECTIONS. 8. STRUCTURAL OBSERVATION FOR CONCRETE CONSTRUCTION SHALL CONSIST OF OBSERVATION AT OR NEAR THE COMPLETION OF FORMWORK, REBAR, AND PT TENDON PLACEMENT AND PRIOR TO CONCRETE PLACEMENT ON ALL PT SLABS. 9. STRUCTURAL OBSERVATION FOR WOOD CONSTRUCTION SHALL CONSIST OF OBSERVATION AT OR NEAR THE COMPLETION OF THE FIRST ELEVATED WOOD FLOOR FOR ANCHOR BOLT AND HOEDOWN INSTALLATION, SHEATHING AND STRAPPING NAIUNG. AND AT OR NEAR COMPLETION OF THE ROOF FRAMING PRIOR TO PLACEMENT OF THE ROOFING. 10, THE SPECIAL INSPECTOR SHALL PROVIDE THE BUILDING OFFICIAL, OWNER, ARCHITECT, ENGINEER OF RECORD, AND CONTRACTOR WITH COPIES OF ALL REPORTS AND TEST RESULTS (IBC 1704.1.2) S T R U C T U R A L N O T E S 01000: GENERAL REQUIREMENTS THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS. ANY DISCREPANCY FOUND BETWEEN THE DRAWINGS, NOTES, SPECIFICATIONS, SITE CONDITIONS, AND ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT WHO SHALL CORRECT THE DISCREPANCY IN WRITING. ANY WORK COMPLETED AFTER DISCOVERY OF THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. REFER TO ARCHITECTURAL PLANS FOR OPENINGS, ARCHITECTURAL TREATMENTS, AND DIMENSIONS NOT SHOWN, CONSULT MECHANICAL PLANS FOR DUCTS AND PIPES ETC. NOT SHOWN. THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED DURING ERECTION. BACKFILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE PROPERLY SUPPORTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE EXCAVATION, SHORING, AND OTHER WORK WITH ALL UTILITIES AND ADJACENT PROPERTIES. CALL THE UTILITY LOCATE SERVICE PRIOR TO ANY WORK AT 1- 800 -424 -5555. 01100: CODE REQUIREMENTS ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2006 INTERNATIONAL BUILDING CODE AS ADOPTED BY THE CITY OF TUKWILA, WASHINGTON. 01200: DESIGN LOADS FLOOR LIVE LOADS OFFICE 50 PSF + 15 PSF PARTITION LIGHT STORAGE 125 PSF FLOOR DEAD LOADS 15 PSF EARTHQUAKE DESIGN DATA: SEISMIC IMPORTANCE FACTOR: le = 1.0 SPECTRAL RESPONSE ACCELERATIONS: Ss = 1,51 S1 = 0.52 SITE CLASS: SITE CLASS D SPECTRAL RESPONSE COEFFICIENTS SDS = 1,06 SD1 = 0.52 SEISMIC DESIGN CATEGORY: SEISMIC DESIGN CATEGORY D BASIC FORCE RESISTING SYSTEM: BEARING WALL SYSTEM DESIGN BASE SHEAR: 22.8 KIPS RESPONSE MODIFICATION FACTOR: R = 5 ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE 01300: GEOTECHNICAL INFORMATION ALLOWABLE BEARING CAPACITY IS 2,000 PSF. 01330: SHOP DRAWING SUBMITTAL PROCESS SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. IF SHOP DRAWINGS DIFFER FROM THE APPROVED DESIGN DRAWINGS, NEW DESIGN DRAWINGS BEARING THE SEAL AND SIGNATURE OF A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER SHALL BE SUBMITTED ALONG WITH THE SHOP DRAWINGS TO THE APPROPRIATE JURISDICTION FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL BE REQUIRED FOR STRUCTURAL STEEL 01400: SPECIAL INSPECTIONS THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED BY THE LOCAL BUILDING DEPARTMENT. IN ADDITION TO INSPECTIONS REQUIRED BY THE LOCAL BUILDING DEPARTMENT, THE OWNER OR A REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONS FOR ITEMS NOTED IN IBC SECTION 1704. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON EMPLOYED BY AN APPROVED AGENCY. THE SPECIAL INSPECTOR SHALL KEEP RECORDS OF INSPECTIONS AND FURNISH THEM TO THE BUILDING OFFICIAL AND THE ENGINEER OF RECORD ON A REGULAR BASIS. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND THE CORRECTION OF ANY DISCREPANCIES SHALL BE PROVIDED PRIOR TO COMPLETION OF BUILDING FINISHES. WHERE FABRICATION OF STRUCTURAL COMPONENTS AND ASSEMBLES IS BEING PERFORMED ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE REQUIRED EXCEPT WHERE THE FABRICATOR IS REGISTERED AND APPROVED TO DO SUCH WORK WITHOUT SPECIAL INSPECTION IN ACCORDANCE WITH SECTION PERIODIC CONFIRM INSPECTIONRALLOW INSPECTION SPEC IATPECTION IS IN COMPLIANCE WITH REQUIREMENTS. CONTINUOUS SPECIAL INSPECTION REQUIRES THAT THE INSPECTOR BE ONSITE AT ALL TIMES THAT WORK REQUIRING SPECIAL INSPECTION IS PERFORMED. 01402 CONTRACTORS RESPONSIBILITY EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND -OR SEISMIC- RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS (SECTION 1400) SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING: 1. ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS; 2. ACKNOWLEDGMENT THAT CONTROL SHALL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL; 3. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND THE DISTRIBUTION N THE REPORTS; AND 4. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR POSITIONS(S) IN THE ORGANIZATION, 01700: EXECUTION REQUIREMENTS INSTALLATION OF ALL STRUCTURAL COMPONENTS SHALL BE AS REQUIRED PER ALL LOCAL CODES. 01731: CUTTING AND PATCHING SPECIAL PROCEDURES FOR CUTTING AND PATCHING SHALL BE VERIFIED WITH THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL TRADES SUCH THAT WORK COMPLIES WITH THE SPECIAL PROCEDURES. THE CONTRACTOR SHALL MAKE AN ALLOWANCE FOR ALL CUTTING AND PATCHING. . • A IN U. F= Structural Engineers 180 Nickerson Street Suite 302 Seattle, WA 98109 206.285.4512 (V) 206.285.0618 (F) 0 0 r I . • A 0 0 M to w JOB #: 10063 Z P. m REVISED PERMIT SUBMITTAL PLOT: 06/11/10 CAD: JMA ENG'R: RBH °z I 0 Cn 0 1--+ G.1 `7 fziq 'I INNENNI O . (4,1 ,s $8 cr2i t51 7-41- r .( U � � 111 wdr)"H 51.0 Framing Notes 1. FLOOR FRAMING - TJI JOISTS AT SPACING SHOWN IN SCHEDULE TYPICAL UNLESS NOTED OTHERWISE PER PLAN. 2. WALLS INDICATED ARE BELOW THE FRAMING LEVEL. 3. SEE DETAIL 1/S8,0 FOR TYPICAL HEADER/BUNDLED STUD CONSTRUCTION. 4. FRAMING MEMBERS AND SHEATHING SHALL BE PER STRUCTURAL NOTES AS NOTED ON SHEET S1.0 5. HANGERS INDICATED ARE AS MANUFACTURED BY SIMPSON STRONG -TIE. 6. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS 7. PROVIDE SIMPSON 11TEN HD ANCHOR BOLTS FOR HOLDOWNS. Framing Legend --- ----® FLUSH BEAM Is-o i SHEARWALL SIC �I HEADER: Note: ALL SECTION CUTS ARE TYPICAL HOLDOWNS is S8.0 END JOIST Foundation Legend (F2.0) FOOTING TYPE SEE SCHEDULE COLUMN TYPE O STEPPED FOOTING (E) EXISTING (N) NEW Note: ALL SECTION CUTS ARE TYPICAL - FUTURE MEZZANINE NOTE: THIS JOIST SIZED FOR FUTURE EXPANSION. 600S162 -33 ON PERIMETERS HDR1 DR1 Is HDR1 HDR1 Foundation Schedule MARK DEPTH SIZE REINFORCING DETAILS 03.0) 12" 3' -0" X 3' -O" (4) , 5 EACH WAY BOTTOM 5/S6,00 REVISED PERMIT SUBMITTAL PLOT: 06/11/10 CAD: JM A ENGR: RBH Foundation Notes 1. CENTER INTERIOR FOOTINGS ON WALLS OR COLUMNS, TYPICAL U.N.0.. 2. VERIFY AU. DIMENSIONS PRIOR TO CONSTRUCTION. 16 S8.0 2 S8.0 1 1'""IIIl 1111.1i11111 A �.I.I1111NI_1�� i!NI- - - a. 19 S8,04 51/4x14 7 5 S8.0 8 N n J3 4 4 4 5 1/4x :I PSL ; h 1.11 Mr/IV Millgre AIM 18 lk■C S8.0 IN% �� =IS!1 PM M IIILWLM 4 1/4x14 PSL 18 S8.0 17 S8.0 S6.0 JOIST SCHEDULE J1 14" TJI 560 016 "OC J2 14' TJI 230 0 16 "OC J3 14" TJI 210 0 16 "OC JOIST HANGER SCHEDULE 14" TJI 560 = ITT 414 14" TJI 230 = ITS 2,37/14 14" THI 210 = ITS 2.10/14 HEADER SCHEDULE HDR1 = (2) 6005162 -33 HDR2 = 3 1/8x12 GLB 4x12 LEDGER W 7 8 "DIA. iI ii 11 S6.0 7 S6.0 16 "0C c i 1. JOISTS PER SCHEDULE. 2. SUBFLOOR 1 1/8" PLYWOOD,- SUBFLOOR GRADE PER NOTES NAIL W /10d RING SHANK 0 6 "OC EDGES, 12 "OC FIELD. GLUE TO FRAMING W /APPROVED CONSTRUCTION ADHESIVE. 3, TOP OF PLYWOOD = 10' -8 ",- SEE ARCHITECT. 4, WALLS SHOWN ARE BELOW, SEE ARCH. PLAN FOR PARTITION WALLS ABOVE. Mezzanine Floor Framing Plan SCALE: 1/8" = 1' -0" -8 GRAPHIC SCALE 0 4 8 16 ( IN FEET ) 1 Inch = 8 ft. 0 5' -"LANDING No- 1 56,0 (N) 8" CONC. WALL W/ RAILING (N) DRIVE IN RAMP 6" CONCRETE S.O.G. W/ 6X6- W2.1XW2.1 W.W.F. MID HT. RE: ARCH. FOR SLOPE 4 S6.0 0 0 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 9 2010 I B(�ILDING DIVISION f r- 3 S6.0 56.0 L -. J (F3,0) 0 r I -I L J (F3.0) csfp'"'r P cp 0 DO 6" x 1 5/8" x 18 GA STUDS (600S162 -43) 0 16 "OC FULL HT. SEE ARCHITECT FOR TOP SLIP TRACK, 13 F3.0 12 S6.0 1• I 6.0 I!11A11111P1A 13 6.0 0 sI II r� 12 S6.0 Om- 12 56.0 SIM, (F3.0) -J Qpc�'t • 1. STUD WALLS SHOWN THUS: = '+ 3 5/8 "x1 5/8 "x 20 GA (362S162 -33) OR 6 "x 1/5/8 "x 20 GA (600S162S -33), SEE ARCHITECTURAL PLAN FOR SCHEDULE. TOP AND BOTTOM TRACKS 43mi. (18GA.) SPACE STUDS AT SPACING OF SUPPORTED JOISTS. 2. 1'ti ww.- INDICATES SHEAR WALLS W/ 1/2" PLYWOOD ON STUDS FROM SLAB TO SECOND FLOOR. SCREW TO STUDS AND TRACKS W/ #8 WAFERHEAD SELF DRIWNG SCREW AT 4" O.C. EDGES, 12' O.C. FIELD. BLOCK ALL EDGES W/ 3" X 18 GA. STRAP. Foundation Plan SCALE: 1/8" = 1' -0" RECEIVED JUN 17 2010 PERMIT CENTER 1 A O cS • m 0 0 O At 0 52.0 A O cS • m 0 0 O At 0 FILE: 10063520 to 0 o '' oa O 0 VI i REVISED PERMIT SUBMITTAL PLOT: 06/11/10 CAD: JM A ENGR: RBH 0 z 52.0 Fl] or I 52.0 RAILING RE: ARCH' ---.............--#- 3/4" CHAMFER AT 18" O.C. tai tore 2' -0" /4"/ — #5 X 2' -6" DOWEL AT SET W/ EPDXY RE: ARCH. 24" O.C. 0 X 2' -6" DOWEL SET W/ EPDXY (2) #4 CONT. II A _____s'� (N) CONC. S.O.G & REINF. PER PLAN a it AT 18" O.C. 7" 5» PAVING o. r ° �, —(2) #4 CONT, BEND W,W.F OVER BAR I° #4 6" 0 PAVING RE: ARCH. (3) (N) CONC, PER PLAN S.O.G & REINF. , ° D p o _ .. •°I1 JOB #: \ R (E) CONC. S.O.G. SLOPE PER ARCH. (N) CONC. S.O.G & REINF. "� ---� PER PLAN 1-ao■,. THICKEN SLAB EDGE FILL L FILL AT 18" O.C. UNDISTURBED SOIL 0 w • ��. \� RE 2/S6.0 d_ . , ; 6 ...IF — •Irt Jr! = Me .111=klipm■ I b. o ° .a Ao •_a,,. ,a,� :,. -� _ .., • • Ce • .I �\/; N) COMPACTED - #5 AT 16" O.C. (E) CONC. S,O,G. _..L p ° o` o ! -�— J 4 L4_ 4/... • �\ .∎ (E) CONC. FIG, & FND. FIELD R ELD VE IFY EXACT SIZE & DEPTH M I o (E) CONC. FTG, & IND. FIELD VERIFY EXACT SIZE & DEPTH I. °. 1.4.. / i� \` �� THICKEN SLAB EDGE /)1 �� RE: 2/S6,0 , \ / �A N � FILL . ° . VERT. 2" CLR. " \ / \\ \ �� ' A 1'-0" \ (N) COMPACTED FILL () C ■ I � _ FIRM, UNDISTURBED NATIVE SOIL — — (N) COMPACTED FILL �) I I 4 AT 10 0.C, HORIZ. (N) COMPACTED /j I COMPACTED () COM ACTED _, , 1'_Ou RE: ARCH, ° .. D.' •Ip • •I ° J / / SCALE: 3/4" = 1' -0" to • » D. ID. #4 SCALE: 3/4" = 1' -0" SCALE: 3/4" = 1' -0" I _ 8" I I III ARM, NATIVE (3) SCALE; 3/4" = 1' -0" 8» 1' -4" / 4 SECTION 3 SECTION 5 NOT USED 1 SECTION 2 SECTION (N) SIMPSON (E) SLAB SAWCUT SCALE: 3/4" PER PLAN (E) SLAB ON GRADE SCALE; 3/4" RING SHANK AT 6 "O.C. (E) CONC. �' SIMPSON AT (2) PSL SIMPSON SCALE; CL MSTI26 COLUMN 10d 1 1/8" PLYWOOD WALLS 3/4" A325 BOLTS PANEL 6» !-- ., 1 1/2" (N) 1 1/8" PLYWOOD TOP OF PLYWOOD '..�..�..— 10' -8» $ .. �.� ..—�.. .... cm " P 6 1/2" POST BEAM €� �_' — POST C866 TJI PER PLAN y. _ �j �, m, 5 1/4x14 PSL BEAM ECC66 • ---� = = ==1 TJI PER PLAN HANGER HANGER / 1/4" PL EA. SIDE W/ 3/4 "DIA, M.B. 3 4" BRG PL / ON GRADE = = = =1 CONC. RE: PLAN RE: PLAN PSL BM PER PLAN = 1' -0" —ir— 1/4 . . a a. • • LI2 3/4" = 1' -0" 6x6 SCALE: 3/4" PL 1 /2x18 x 2' -0" W /(4) 7/8" DIA. SIMPSON STRONG BOLT ANCHORS. EMBED 4 1/8 ", a 1' -0" t 4• 4 � � '- - - �` J _ .. a "� • SAWCUT (E) CONC. (E) FOOTING SIZE & REINF. PLAN — I I Tr—iii— = 1' -0" \—(N) PER 9 TYPICAL BEAM - COLUMN CONNECTION 8 BEAM TO EXISTING WALL 10 NOT USED 6 TYPICAL BASE PLATE DETAIL 7 SECTION (E) CONC. (N) 4x12 W/ 7/8 STRONG SPACING EMBED SCALE: 3/4" RING SHANK AT 6" O.C. SIMPSON W /(6) & (N) (E) F3,0 SCALE: 3/4" REVIEWED FOR — CODE COMPLIANCE APPROVED w . JUN 101 City of Tukwila BUILDING DIVISION RECEIVED JUN 172010 PERMIT CENTER b t 9 1...1 AT SHEAR WALLS ONLY, ADD PIECE OF 18GA. STUD x 1' -0" CENTERED ON 11TEN SCREW. SCREW TO TRACK W /(4) 110 EA. LEG. 1 1 1/8" 1/4" BLKG, PLWYODD (N) tOd PANEL —� (N) WEB STIFFENER (N) 1 1/8" PLYWOOD 4 4' (N) PLYWOOD RE: SCHEDULE (N) PLYWOOD RE: SCHEDULE (N) S'IAN RE: TOP OF PLYWOOD (N) WALL 5/8 "DIA. TnnEN SCREW 0 32 "OC ,,, ,,, ;i I �--� P.T. LEDGER DIA. SIMPSON BOLT PER PLAN 4 1/8" C 2 - -_ S /HDU4 #14 "SCREWS (1) 5/8 DIA, TITEN HD ANCHOR - — : '.I (1 1 I 1 1 1 (N) MINIMUM 4" EMBEDMENT. PL WASHER 1/4x3 0' -3" (N) 6001150 -43 OR (N) 3621150 -43 SEE ARCH 3621150 -33 14" TJI PER PLAN ► 0 2X6 WOOD PLATE 1 1/4" LSL RIM (N) x S.O.G. I ' (E) S.O.G. () SCALE: 3/4" = 1' -0" �� Q. 4 • .4 4 ° 4 _ �. s ° •� _ _ N TJI PER PLAN O HANGER RE: PLAN SIMPSON LT1131 "0C —� - —� — - I— —� —� — —, —� -1 —� , ,- �— METAL STUD PER PLAN — FTG II � ,_� = 1' -0" 0 48 = 1' -0" SCALE: 3/4" = 1' -0" 13 INTERIOR WALL 14 SECTION 11 SECTION 12 INTERIOR SHEAR AND BEARING WALL 18 NOT USED 16 NOT USED b = INC. Structural Engineers 180 Nickerson Street Suite 302 Seattle, WA 98109 206.285.4512 (V) 206..285.0618 (F) tai tore e , tai tore 0 (0 )5) II A (0 DI 0 0 JOB #: PLOT: 06/11/10 R CAD: JM A 0 w w Ce °z 0 M e 1 0 tai tore II 56.0 TOP WOOD (~ Q' a Loral it 04/05/10 FILE: 10063S80 JOB #: 10063 rt Il:.yi �Il i 4 -0 " X WIDTH 18GA SPLICE STRAP + -, - REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 9 2010 City of Tukwila BUILDING DIVISIQIV f 0 • RECEIVED JUN 1'7 2010 PERMIT CENTER 1 ,, } - it 41111..-Mr innarinaling r g (32) 110 SCREWS TOP PLATE II 6007150 3627150 SPLICE 2/S8.0 PANEL AS 362S162 AT TYP. -43 OR -43 SEE / 1 1 i ,WOOD _ TOP METAL TRACK HEADERS (2) 600S162 -43 TYPICAL U.N.O, SECURE W/ (2) #10 SCREWS AT 6 "O.C, STUDS SCREW TO WOOD PLATE W/ #10x1 1/r SCREWS 0 6"OC. TOP PLATE SPLICE NOTES 1, SPLICE AND NAIL TOP PLATES AS SHOWN AT ALL BEARING WALLS SCALE: 1 1/r. 1' - 0" - BLOCKING REQ. -33 16" O.C. U.N.O. — HEADERS AT NON BEARING WALLS (1) TRIMMER STUD AT NON BEARING WALLS TRIMMER AT 2 3 PICAL SCALE: STUDS BEARING WALLS AT OPENINGS 5' -0" AT OPENINGS 6'-0" U.N.Q. & LESS & GREATER 1 /2" = 1' - ON 3 NOT USED 4 NOT USED 2 TYPICAL TOP TRACK SPLICE 1 TYPICAL HEADER at WALL MSTI26 (26) 10d 600T150-43 NOTE: BLOCKING AT PERPENDICULAR WALL NOT SHOWN FOR CLARITY, SEE DETAILS THIS SHEET. RIM /BLOCKING SCALE: 1. EXTERIOR BEARING SUPPORT . FLOOR SHEATHING NOTES 1, BOUNDARY NAILING AT FLOOR PERIMETER, AT CONT. PANEL EDGES (B.N,) 2, EDGE NAILING (P.E,N,) AT ALL EDGES OF ALL PLYWOOD SHEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS 3, INTERIOR FIELD NAILING (F,N,) 12" O.C. AT BEARING SUPPORTS 4. SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCHEDULE _ _ —'-` - '�"� I • 11 i ? II ��II� II 1 i' 1 ■ 1 i I I I 1. � -. - - -"- - - - - ,. 11 / 11 II I / III 1 ,'i 1� . I I - I I I .. — J" �� . I ��I I _ i 1~ I 1 L i m STRAP TO NAILS LEAVE 2 3/8" MIN. DISTANCE TJI PER SHEARWALL SCHEDULE END I I 1 i 1 4 1 I I I 11 11 i ›■ - I I i I i J ■ . I I 1 i H I Ic -0 1 CII 11 -, I I /� ` . ■ I I __ i I - r I I / I I I I ` I 5, LONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICULAR TO TRUSS SYSTEM FRAMING & FLOOR FRAMING, 6, MIN. EDGE DISTANCE FOR NAILS SHALL BE 3/8" 1 7, MINIMUM PLYWOOD SHEET SIZE 2' -0" X 4' -0" 8. NAILS SHALL NOT BE OVER DRIVEN " � 0 < .. I I ■ II ■ I ,. -- I / - II b I ■ I II I .- 1 - TJI W W/ X 1 1/2" NONE III NOTE: SHEATHING NOT SHOWN FOR CLARITY 8 FLOOR SHEATHING LAYOUT 7 TYPICAL SHEARWALL STRAP 6 NOT USED SHEATHING PEN PER PLAN #10 SCREW 0 8 "O.C, EA. SIDE SHEAR WALL TYP, -- - PEN (2) #10 SCALE: SCREW 0 8 "O.C, EXTERIOR WALL INTERIOR EXTERIOR WALL WALL • 11A mos PEN 11B 3/4" = 1' -0" 13 NOT USED 12 NOT USED 11 PLAN BLKG. 10d 0 6" O.C. T.N. EACH SIDE 10d ® 6" O.C. PLYWOOD (1) 1 1/4" LSL RIM & BLOCKING -- SICALUNOSCHEDULE , " SHEATHING PER ARCH, (1) 6007150 -43 BLOCKING (1) 1 1/4" LSL TYPICAL U.N.O. PER BEARING OR CONT, PLYWOOD SHEATHING BLKG. AT 48 O.C, PLYWOOD 10d ®6" O.C. (1 ) 1 1/4" LSL RIM & BLOCKING r4 _� 4 - _ II' TYPICAL U.N.O. 11 - - - - - -- -- - - - - 10d AT 6" OC, TN, PEN L N. TN Q9 TJI PER PLAN ► II TOP PLATE NAILING PER -_,�__ TJI PER PE PLAN PEN PLATE NAILING TJI PER PEN PLAN I P P A NAILING TO L TE &LTP4 AT 16" O.C, TJI PLAN TYPICAL 2 ROWS #10 SCREWS 0 6 "OC TYPICAL TOP TRACK METAL P.E.N. SCALE: LTP4 AT 16" O,C. AT SHEARWALLS P TYPICAL TYPICAL O BLKG./ TOP LTP4 AT 16" O.C, AT SHEARWALLS. SHEATHING PER TOP TRACK METAL METAL STUD 0 16 "OC STUDS PER PLAN = PLYWOOD EDGE NAILING PERPENDICULAR TOP TRACK METAL STUDS 0 16 "0 PERPENDICULAR 2X WOOD LATE SHEATHING PER NOTE 2/S2,0 NOTE: 1. SECURE JOIST TO WALL PLATE W/ 8d BOX NAIL EACH SIDE, 1 1/2 MIN. FROM END. SHEATHING PER NOTE 2/52.0 1 1/4 "x LSL PER NOTE 2/S2.0 NOTE: 1. SECURE JOIST TO WALL _. PER ARCH. PLATE W/ 8d BOX NAIL EACH SIDE, 1 1/2" MIN. FROM END. PARALLEL PLYWOOD (STOP AT BOTTOM OF MEZZ. FLOOR) PARALLEL SCALE: 3/4" = 1' -0" SCALE: 3/4" = 1' -0" SCALE: 3/4" = 1' -0" 3/4" = 1' -0" 18 TYPICAL EXTERIOR WALL TO FRAMING 19 TYPICAL EXTERIOR WALL TO FRAMING 20 17 TYPICAL INTERIOR WALL. TO FRAMING 16 TYPICAL EXTERIOR WALL TO FRAMING I (~ Q' a Loral d 04/05/10 FILE: 10063S80 JOB #: 10063 rt Il:.yi �Il i �Sll {ti i7j.. REVISED PERMIT SUBMITTAL PLOT: 06/11/10 rl 5 it l 1 ,, } r g / 1 1 a (~ Q' a Loral 0_ (0 (0 O 04/05/10 FILE: 10063S80 JOB #: 10063 Z 0 VI REVISED PERMIT SUBMITTAL PLOT: 06/11/10 a M 0 ENG'R: RBH d z r g / 1 58.0 Loral r g 58.0