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HomeMy WebLinkAboutPermit D12-063 - MACHINE TOOLWORKS - TENANT IMPROVEMENTMACHINE TOOLWORKS 14600 INTERiJRBAN AV S D12-063 City ATukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 3365901650 Address: 14600 INTERURBAN AV S TUKW Suite No: Project Name: MACHINE TOOLWORKS Permit Number: D12 -063 Issue Date: 04/02/2012 Permit Expires On: 09/29/2012 Owner: Name: ELBURN INVESTMENTS L L C Address: 4770 AVERY LN , LAKE OSWEGO OR 97035 Contact Person: Name: DANIEL B TAYLOR Address: 1639 HARBOR AV SW #304 , SEATTLE WA 98126 Contractor: Name: HUBER GENERAL CONTRACTORS INC Address: 10341 SE 185 PL , RENTON WA 98055 Contractor License No: HUBERGCO27JT Lender: Name: Address: Phone: 206 465 -2491 Phone: 425 - 228 -4400 Expiration Date: 04/25/2013 DESCRIPTION OF WORK: NEW TENANT: ENLARGE EXISTING OVERHEAD DOOR, MODIFY EXISTING MEZZANINE TO ACCOMODATE LARGER OVERHEAD DOOR, REPLACE EXISTING FLOOR COVERINGS IN SOME AREAS, AND OTHER UPGRADES TO EXISTING FINISHES. NO CHANGES TO INERIOR ROOMS OR PARTITIONS. Value of Construction: $30,000.00 Fees Collected: $1,092.10 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 0008 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -063 Printed: 04 -02 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complied N Date: 04 k4.1(1" 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 of pre- .. e to give authority to violate or cancel the provisions of any other state or local laws regulating cons • r the performanc ork. I am autho ed t • and obtain this development permit and agree to the conditions attached Sign 06 t • s permit. j Date: ■�/ Print Name: .l r 2S This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIIONS: 1: ** *BUILDING DEPARTMENT CONDmONS * ** 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: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: 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. doc: IBC -7110 D12 -063 Printed: 04 -02 -2012 7: A final report documenting required sp inspections and correction of any discreparili 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. 8: 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. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: 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. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: 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) 15: 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) 16: 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) 17: 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) 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) doc: IBC -7/10 D12 -063 Printed: 04 -02 -2012 24: Exits and exit access doors shall be mar by an approved exit sign readily visible fro y direction of egress travel. Access to exits shall be marked by re visible exit signs in cases where the exit o 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) 25: 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) 26: 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) 27: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot - candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle (6 lux) average and a minimum at any point of 0.06 foot - candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 28: 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) 29: 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) 30: 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) 31: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 32: 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. 33: 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) 34: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 35: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 36: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 37: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 38: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 39: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 40: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. doc: IBC -7/10 D12 -063 Printed: 04 -02 -2012 41: These plans were reviewed by Inspect 1. If you have any questions, please call Tu Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D12 -063 Printed: 04 -02 -2012 CITY OF TUKJSA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Pert No. Project No. n ,q Date Application Accepted: 2 0 2, /1- U 1, �1 !� Date Application Expires: OQ 114 (2 D12 —oLe 2, (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 14600 Interurban Avenue South Tenant Name: MATAA1 OLLJO Vim' King Co Assessor's Tax No.: 336590 -1650 Suite Number: PROPERTY OWNER Name: Daniel B. Taylor, Architect Name: Machine Toolworks City: Seattle State: WA Zip: 98126 Address: 14600 Interurban Avenue South Email: dan @nicholsondev.com City: Tukwila State: WA Zip: CONTACT PERSON — person receiving all project communication Name: Daniel B. Taylor, Architect Address: 1639 Harbor Avenue SW, #304 City: Seattle State: WA Zip: 98126 Phone: (206) 465 -2491 Fax: Email: dan @nicholsondev.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: Address: 1639 Harbor Avenue SW, #304 City: Seattle State: WA Zip: 98126 Phone: (206) 465 -2491 Fax: City: State: City: Seattle State: WA Zip: Phone: Fax: Email: kmmaw @earthlink.net Conn- Reg No.: Exp Date: Tukwila Business License No.: H ApplicationsWorms- Applications On Line \2011 Applications'Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Floor: New Tenant: ❑ Yes ❑..No ARCHITECT OF RECORD Company Name: Daniel B. Taylor, Architect PLLC Architect Name: Dan Taylor Address: 1639 Harbor Avenue SW, #304 City: Seattle State: WA Zip: 98126 Phone: (206) 465 -2491 Fax: Email: dan @nicholsondev.com ENGINEER OF RECORD Name: Company Name: K.M. Maw Associates City: State: Zip: Engineer Name: Joe Maw Address: 810 Third Avenue City: Seattle State: WA Zip: 98104 Phone: (206) 624 -7146 Fax: Email: kmmaw @earthlink.net LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 Valuation of Project (contractor's bid price): $ 30,000 Describe the scope of work (please provide detailed information): Enlarge existing overhead door; modify existing mezzanine to accomodate larger overhead door; replace existing floor coverings in some areas; other misc. upgrades to existing finishes including paint, recondition wood trim, wood doors and wood cabinets. No changes to interior rooms or partitions. Existing Building Valuation: $__— Will there be new rack storage? ❑ Yes J. 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: 13 Compact: 5 Handicap: 1 Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications1Forms- Applications On Line 12011 Apphcanons\Pennn Application Revised - 8- 9- 11.doaz Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New -- Type of Construction per IBC Type of Occupancy per IBC 1' Floor 5,675 0 0 0 V -B sprinklere B, S -1 rd Floor 3,950 360 0 0 same same 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 13 Compact: 5 Handicap: 1 Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications1Forms- Applications On Line 12011 Apphcanons\Pennn Application Revised - 8- 9- 11.doaz Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: O MUTH• , _ 441 Date: 02/28/2012 Print Name: aniel B. Taylor Mailing Address: 1639 Harbor Ave SW, #304 H:Wpplications\Fonns- Applications On Line12011 Applications\Pennit Application Revised - 8-9-11 docx Revised: August 2011 bh Day Telephone: (206) 465 -2491 Seattle WA 98126 City State zip Page 4 of 4 0 111 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 3365901650 Permit Number: D12-063 Address: 14600 INTERURBAN AV S TUKW Status: APPROVED Suite No: Applied Date: 02/28/2012 Applicant: MACHINE TOOLWORKS Issue Date: Receipt No.: R12 -01194 Initials: User ID: Payee: JEM 1165 Payment Amount: $663.65 Payment Date: 04/02/2012 08:18 AM Balance: $0.00 MACHINE TOOLWORKS, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 14359 663.65 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 640.237.114 Total: $663.65 659.15 4.50 doc: Receipt -06 Printed: 04 -02 -2012 11 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 3365901650 Permit Number: D12-063 Address: 14600 INTERURBAN AV S TUKW Status: PENDING Suite No: Applied Date: 02/28/2012 Applicant: MACHINE TOOLWORKS Issue Date: Receipt No.: R12 -00843 Payment Amount: $428.45 Initials: JEM Payment Date: 02/28/2012 11:38 AM User ID: 1165 Balance: $663.65 Payee: DANIEL TAYLOR, DB TAYLOR ARCHITECT TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 028296 ACCOUNT ITEM LIST: Description 428.45 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 428.45 Total: $428.45 doc: Receiot -06 Printed: 02 -28 -2012 ' INSPECTION RECORD Retain a copy with permit INSPEC ON NO. PERMIT NO. . CITY OF TUKWILA BUILDING DIVISION (206) 431 -3670 . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Project: v'V1AO Iay.IP TC:(s1 ukWkS Type of Inspection: rITQA 1 , . Address: 1 i (OLIO r kn-c 2Li f?..t, AN.1 Date Called: Special Instructions: Date Wanted:. i f� — ?'7 -1� 6-..m p. Requester: Phone No: 7O&-S`%S-33CO - JApproved per applicable codes. Corrections required prior to approval. COMMENTS: l/{ / /Ki‘ - lrlJ /4v( (/ - - ) J.p /.,,,,•,1 CAI .4kie /,.";;,� / . r--- -----. /' 'In3pect-of/ ate+ l Date: 2.- )7 7 • R PECTION FEE REQUIRED. Rrior to next inspection. fee must be p 'd at 6300 Southcenter Bb)L. Suite 100. Call to schedule reinspection. .;:''77:,.F7 ry m'? r?°' :7%,1:F p -711c "r°' , s.-. 4r,r, oTs;. • - •ti+`r•^.. a._ -ter INSPECTION RECORD az-e-63 • Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 /4 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proje : ge,t ell',. 7e--00-„,„" ype of I • • • • • ction: �'l /� , Ad r5„yea ��/ gate ate Called: JJ t Special Instruction : Wanted: a: Requester: Phone No: 37 E1Approved per applicable codes. COMMENTS: /?-4 ElCorrections required prior to approval.. 4,v u C.P� • e �4 eyd-'r e, nspector Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 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 .r pg-oe2.3 Project: / �� Type of Ins ion: a../ Address. � Date C Iled: . Special Instructions: Date Wanted:. ""I? / 1)m.. Requester: Phone NiCJ" -�'� • 7� -37. ❑ Approved per applicable codes. ElCorrections required prior to approval. 1 COMMENTS: a aid E.s,/0 // Z-;z. of. r V Inspector: J 'Date:' /— 7/? REINSPECTION FEE RE UIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. y INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: hi .I Ne -r oc,\ S Type of Inspe on: r, , t Ire 55 rtfrc_. t it/64-1.-- Address: 1 q (, co Suite #: z Contact Person: Special Instructions: Pre -Fire: Phone No.: pproved per applicable odes. Corrections required prior to approval. - COMMENTS: -c c wAAc L. Needs Shift Inspection: Sprinklers: -' Hrs.: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: • Occupancy Type: Inspector: % - S-- . Date: /e,/ /g /i/c2. Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department: Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • ;i • INSPECTION NUMBER INSPECTION RECORD DO-- o 6-� . 4 Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: - t A di ( -C, LL L4 S Type of Inspection:• eff r -e. "s5 /15h ft »,1 Address: ittkv Suite #: j-->,s Contact Person: Special Instructions: Occupancy Type: Phone No.: , . Approved per applicable codes. • Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: 1'' 04445e_ A-1> o; �d z 4- al-via( // 1L E . 1?)- s � Permits: Occupancy Type: -14'j•• Needs Shift I nspection: Sprinklers: Fire Alarm: Hood & Duct: . Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: S; y Date: "12 i t 2_ Hrs.: i $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. -- Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • • • • • L 6 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 W . i Project: rrm c h • ii c 72,0/ 1-4.)0,,e k 5 Type of Inspection: Address: ii/4P 0 Suite #: 145 Contact Person: TvG •-, Special Instructions: (_'_:) L ,..5174 . r,� d ,.c al.f rte c,c4- .. I c-.d-.ti ,.d• LI, _ A 4c.,.!__ Phone No.: 253 - 8,C9 °e\Zcrx' Approved per applicable codes. Corrections required prior to'approval. COMMENTS: E,0177.,..-1....2.-7 / . 3 J 2 7 - J. J, L Fire Alarhi: V Ate e a2 . GG , —, iov7.ta i ./ #.54 t i %+ 3 1 5 a t . 64-e- . V , /ccoe__ G dc? ,'4, ;s., ,i... / l ,'.7 h A %.) 2-49. / =/v e.4-c_ 0 Nc+rot- Ce ,'.1,,:a. -+2I / .. shd -.w) , -, .. s _. fl eh .'e",e...S /4 /v 4 i+cc,c,..) .15-03 T ,e-d--..-1 '/ le-to.r_ he # (_'_:) L ,..5174 . r,� d ,.c al.f rte c,c4- .. I c-.d-.ti ,.d• LI, _ A 4c.,.!__ pde L AC ,� . ..--.-. -r ,f. 2 4- . d Needs Shift Inspection: Sprinklers: - ' Fire Alarhi: Hood & Duct: Monitor: , Pre -Fire: Permits: Occupancy Type: Inspector: ,Crr7,3 --3 Date: 7 4S-11z- Hrs.: y $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City.of Tukwila Finance Department. Call to schedule a.reinspection. Billing Address Attn: Company Name: Address: City: State: 'Zip: . Word /Inspection Record Form.Doc 6/11/10 Z T.F.D. Form F.P. 113 • A • .ti INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 4'43 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 It Project: ri 4 ch )ii c. 7»1 Cur Type of Inspection: Fire Alarm: Address: /'- /GGG Suite #: .z s Contact Person: Special Instructions: Permits: Phone No.: • Approved per applicable codes. Corrections required prior to approval. COMMENTS: F./41 Ga ,o)e ;,.Q %r- Needs Shift Inspection: , A-0y/s3 Sprinklers: Fire Alarm: • Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: Inspector: A-0y/s3 Date: 7// 7,,i7— Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: 1 Company Name: Address: -+ City: 1 State: 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 . r, �-. •--- a y INSPECTION RECORD Retain a copy with permit DI - 663 - /2- F -o6L- INSPECTION NUMBER t, PERMIT NUMBERS CITY OFiUKWILA FIRE QEPARTMENT 444 Andover ark East, Tukwila, Wa. 98188 .4 J 206 - 575 -4407 Project: m 4G %A c 7 la sts . . Tape of Inspection: Fire Alarm: 1. Address: /woe) Suite #: x s Contact Person: Pre- Fire:. ,• 4 Special Instructions: Phone No.: • • Approved per applicable codes. Corrections required prior to approvaj. COMMENTS: Sdoe,'41L /r4--- e/l / r U.a,.,1L�.� . t Needs Shift Inspection: rm / m 53 Sprinklers: Fire Alarm: 1. Hood & Duct: Monitor: Pre- Fire:. Permits: Occupancy Type: _ Inspector: rm / m 53 Date: 7/ i 7112- His.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 •jV .'A • •i • • • . • 4 i INSPECTION NUMBER . _ra ... : ::'•'':' :' -. INSPECTION RECORD Retain a copy with permit s- oLs_ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: , �G4 Sprinklers: Type of Ins ection: p Address: M609 609 Suite_ #: I A& -- Contact Person: Special Instructions: Occupancy Type: \j) Phone No.: I Approved per applicable codes. •Corrections required prior to approval. COMMENTS: Sprinklers: 5 U cOO -Q1' - C Monitor: . Pre -Fire: Permits: Occupancy Type: \j) ok S`1 o c—% S OCCcrP ;Al —rezi 5.4-, ■ 1 co 4-44 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: . Pre -Fire: Permits: Occupancy Type: \j) Inspector: A0, s. d--- Date: 4 //l8 /l c_ Hrs.: 1 `I 1 $100.00 REINSPECTION FEE REQUIRED. You will 'receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Wo d /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • • • • • • •r ••I OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 12 -0272 Project: Address: Date: GROUT REPORT Report Number: Machine Tool Works 14600 Interurban Avenue South, Tukwila 06/12/2012 Client: Address: Inspector: 125697 Permit Number: RECEIVED IAA_ 2 () 2n12 coMMt;: , DEVELO : • • • • D12 -063 Davis Door Services 2021 South Grand street, Seattle, WA 98144 Darren Reid Description / Location: Grout placed solid into concrete masonry unit cells at strong back per approved project documents at west side and across top with placement procedures per Engineers directions 06/07/2012 (see attached). Resteel grade: Placement Data Supplier: Salmon Bay Mix Number: AMX600FG Total Yards Placed: Specified Strength (psi): 2000 Sampling and Casting of Samples ASTM C 31, C 109 Cast Samples: 1 -3 Cast Samples: 4 -8 Manufacturer: Weather: Cloudy / 60° F Date Samples Picked Up: 06/13/2012 Cement (type /lbs.): Fine Agg. (lbs.): Coarse Agg. (size /lbs.): Coarse Agg. (size /lbs.): Cubic Flow Yards ASTM C939 Flowable Flowable Batch Weights 80# Bags Water (lbs./gal): 1 -1.5 gal. as needed Admixtures (specify) Comments All cell appear to be solid with grout at where bolts occur in strong back at: up west side and along top lintel. Grout Temp 65° F 65° F Ambient Truck Temp No. 58° F 58° F Other Test Methods / Standards Used: Specimen Test Number Date 1 6/19/12 2 7/10/12 3 710/12 4 6/19/12 5 7/10/12 6 7/10/12 7 7/10/12 8 7/10/12 Field Cure Ticket No. REINFORCING / PLACEMENT: Conforms X Does Not Conform TEST RESULTS Age Size Area Max Load Strength (Days) (In.) (Sq.In.) Weight (Lbs.) foil 7 2.00x2.02 4.04 .58# 11,160 2760 28 2.00x2.04 4.08 .59# 16,540 4050 28 2.00x2.02 4.04 .59# 17,110 4240 7 2x4 3.68 .82# 5610 1820 28 2x4 3.11 .89# 7390 2380 6 28 2x4 3.11 .89# 7060 2270 2 28 2x4 3.11 .89# 6760 2170 2 28 2x4 3.11 .89# 6760 2170 2 Type of Fracture (other than cone) Tested in general accordance to: ASTM C39 X ASTM C78 ASTM C109 X ASTM C617 _ ASTM C1231 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Copies to: Owner X Contractor Architect X Building Dept. X Engineer Technical Responsibility: An be, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Fomi No.: ADMIN-71-03 (Rev 07/05) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Date: 12 -0272 GROUT REPORT Report Number: Machine Tool Works 14600 Interurban Avenue South, Tukwila 06/12/2012 Client: Address: Inspector: 125697 RECEniED JUL 10 20121 OT Permit Number: Davis Door Services 2021 South Grand street, Seattle, WA 98144 Darren Reid Description / Location: Grout placed solid into concrete masonry unit cells at strong back per approved project documents at west side and across top with placement procedures per Engineers directions 06/07/2012 (see attached). Resteel grade: Placement Data Supplier: Salmon Bay Mix Number: AMX600FG Total Yards Placed: Specified Strength (psi): 2000 Sampling and Casting of Samples ASTM C 31, C 109 Cast Samples: 1 -3 Cast Samples: 4 -8 Manufacturer: Weather: Cloudy / 60° F Date Samples Picked Up: 06/13/2012 Cement (type /lbs.): Fine Agg. (lbs.): Coarse Agg. (size /lbs.): Coarse Agg. (size /lbs.): Cubic Flow Yards ASTM C939 Flowable Flowable Batch Weights 80# Bags Water (lbs. /gal): 1 -1.5 gal. as needed Admixtures (specify) Comments All cell appear to be solid with grout at where bolts occur in strong back at: up west side and along top lintel. Grout Temp 65° F 65° F Ambient Temp 58° F 58° F Other Test Methods / Standards Used: Specimen Number 1 Test Field Date Cure 6/19/12 4 6/19/12 Age (Days) 7 7 Truck No. Ticket No. REINFORCING / PLACEMENT: Conforms X Does Not Conform TEST RESULTS Size Area Max Load Strength Type of Fracture (In.). (Sq.ln.) Wei ht (Lbs.) (psi) (other than cone) 2.00x2.02 4.04 .58# 11,160 2760 2x4 3.68 .82# 5610 1820 Tested in general accordance to: ASTM C39 ASTM C78 ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 ASTM C1231 Copies to: Owner X Contractor Architect X Building Dept. Technical Responsibility: X Engineer Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADM1N -71 -03 (Rev 07/05) ' OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 244268 Project: Machine Tool Works Address: 14600 Interurban Avenue South, Tukwila Client: Davis Door Service Permit Number: Job Number: Client Address: r ! CEIVED JUL 03 2012+ COMMUNITY DEVELOPMENT D12-063 12 -0272 2012 South Grand Street Seattle, WA 98144 Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection Other (specify): Meet with Engineer X Other (specify): Inspector. and Date Remarks Darren Reid On site to review existing condition of CMU wall at strong back along south end of building and 06/07/2012 review grouting procedure. Copies to: Client Owner Architect On site with contractor Keith and engineer Joe Maw. CONFORMS X Engineer X Contractor X Building Dept. Others Technical Responsibility: IOW Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -63 -05 (Rev 10/10) 4, OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 12 -0272 PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Report Number: 247640 Permit Number: D12 -063 Project: Machine Tool Works Client: Davis Door Service Address: 14600 Interurban Avenue South, Tukwila Address: 2021 South Grand Street, Seattle, WA 98144 Inspector: Scott Hoobler Date: 06/18/2012 Description /Location: West side of large door framing. Intended Use: Anchor for door framing Building Code & Year: 2009 IBC Comments Concrete masonry unit (CMU) were solid grout at epoxy locations. Reference Standard(s) Used: Copies to: Client X Engineer Owner X Contractor Architect X Building Dept. Others Technical Responsibility: Conforms X Does Not Conform eff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888- OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -86 -01 (Rev 09/09) • Reinforcing Steel ►.4 All Thread Bar /Dowel Size & Quantity: Anchor Size & Quantity: %" (11) Rebar Manufacturer: Type of Steel (ASTM): • A -36 ►5 A -325 • A -449 • Other: Rebar Grade: • 40 • 60 • Other: Type of Bar: • A -615 • A -706 • A -775 • Other: Special Ductile Quality (SDQ): • Yes • No Anchor Length: 12" Hole Depth: 5" to 514" Required Embedment: 5" Hole Diameter: %" Concrete Thickness: 8" Concrete Strength: Concrete Base Material: • Normal Weight Concrete • Light Weight ►Z/ CMU • Brick • Composite Deck Other: Compressed Air PSI: 90 to 100 Hole Cleaning: ►5 Compressed Air • Hand Pump • Hole Condition: Brushed: ►4 Yes • No ►4 Dry • Damp • Water Saturated • Submerged Approved Diamond Cored Drill Bit (ANSI B212.15): ►5 Yes • No Hole: • Yes .4 No Adhesive Type: Hilti RE -500 Expiration Date: 12/2012 ICC ESR #: 1682 Weather: Cloudy Ambient Temperature: 60 °F Substrate Temperature: 58° F Comments Concrete masonry unit (CMU) were solid grout at epoxy locations. Reference Standard(s) Used: Copies to: Client X Engineer Owner X Contractor Architect X Building Dept. Others Technical Responsibility: Conforms X Does Not Conform eff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888- OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -86 -01 (Rev 09/09) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 244514 Project: Machine Tool Works Address: 14600 Interurban Avenue South, Tukwila Client: Davis Door Service Permit Number: Job Number: Client Address: D12-063 12 -0272 2012 South Grand Street Seattle, WA 98144 Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection Other (specify): Grout X Other (specify): Inspector and Date Remarks Darren Reid 05/31/2012 Copies to: Client Owner Architect On site for grout placement of concrete masonry unit (CMU) at strong back. Upon reviewing contractors e-mail from Engineer (Joe with K.M. Maw & Associates), I recommended the contractor verify the non - shrink grout met specifications with Engineer. I called Engineer and left two (2) messages. The Contractor (Keith with Davis Door Service) elected to wait for Engineer confirmation prior to placing non - shrink grout. No work done today. X Engineer X Contractor X Building Dept. Others Technical Responsibility: Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -63 -05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 12 -0272 PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Report Number: 252571 Permit Number: D12 -063 Project: Machine Tool Works Client: Davis Door Service Address: 14600 Interurban Avenue South, Tukwila Address: Inspector: Isaac Ruoff Date: 05/25/2012 2021 South Grand Street, Seattle, WA 98144 Description /Location: Anchor bolts at the header and east strong back. Intended Use: Anchor bolts Building Code & Year: 2009 IBC Sket 0 Mt Comments ** *Required embedment is 5" except if reinforcing steel is located; if reinforcement is located then 4" minimum embedment is required. Reference Standard(s) Used: Copies to: Client X Engineer Owner X Contractor Architect X Building Dept. Others Technical Responsibility: Conforms X Does Not Conform Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -86 -01 (Rev 09/09) 1 Reinforcing Steel ►5 All Thread Bar /Dowel Size & Quantity: Anchor Size & Quantity: %" (15) Rebar Manufacturer: Type of Steel (ASTM): • A -36 • A -325 • A -449 Rebar Grade: • 40 • 60 • Other: ■ Other: HAS Type of Bar: • A -615 • A -706 • A -775 • Other: Special Ductile Quality (SDQ): • Yes • No Anchor Length: 12" Hole Depth: 4" and 5" Required Embedment: * ** Hole Diameter: %" Concrete Thickness: 8" Concrete Strength: N/A Concrete Base Material: • Normal Weight Concrete • Light Weight 4 CMU • Brick • Composite Deck Other: Compressed Air PSI: 90 Hole Cleaning: ►/ Compressed Air • Hand Pump • Hole Condition: Brushed: 0 Yes • No • Dry • Damp • Water Saturated • Submerged Approved Diamond Cored Drill Bit (ANSI B212.15): • Yes • No Hole: • Yes ►5 No Adhesive Type: Hilti RE -500 Expiration Date: 12/12 ICC ESR #: 1682 Weather: Clear Ambient Temperature: 65° F Substrate Temperature: 63° F Comments ** *Required embedment is 5" except if reinforcing steel is located; if reinforcement is located then 4" minimum embedment is required. Reference Standard(s) Used: Copies to: Client X Engineer Owner X Contractor Architect X Building Dept. Others Technical Responsibility: Conforms X Does Not Conform Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -86 -01 (Rev 09/09) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 12 -0272 Project: Address: Inspector: PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Report Number: 252572 Permit Number: 012 -063 Machine Tool Works 14600 Interurban Avenue South, Tukwila Isaac Ruoff Description /Location: Anchor bolts at the strong back bases. Intended Use: Anchor bolts Client: Address: Date: Davis Door Service 2021 South Grand Street, Seattle, WA 98144 05/25/2012 Building Code & Year: 2009 IBC Anchor Length: 12" Hole Depth: 8'/z' Required Embedment: 8" Hole Diameter: Concrete Thickness: N/A Concrete Strength: N/A Base Material: ® Normal Weight Concrete ❑ Light Weight Concrete ❑ CMU ❑ Brick ❑ Composite Deck Hole Cleaning: ® Compressed Air ❑ Hand Pump ❑ Other: Compressed Air PSI: 90 Brushed: ❑ Yes ❑ No Hole Condition: ❑ Dry ❑ Damp ❑ Water Saturated ❑ Submerged Drill Bit (ANSI B212 .15): E Yes ❑ No Approved Diamond Cored Hole: ❑ Yes ® No Adhesive Type: Hilti RE -500 Expiration Date: 12/12 ICC ESR #: 1682 Weather: Clear Ambient Temperature: 65° F Substrate Temperature: 63° F Reference Standard(s) Used: Copies to: Client Owner Architect X Engineer X Contractor X Building Dept. Others Comments Technical Responsibility: Conforms X Does Not Conform Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -86 -01 (Rev 09/09) Steel Thread • Reinforcing CO All Bar /Dowel Size & Quantity: Anchor Size & Quantity: 3/4" (8) Rebar Manufacturer: Type of Steel (ASTM): A -449 • A -36 • A -325 • Other: HAS Rebar Grade: • 40 • 60 • Other: ►Z4 A -775 Other: Type of Bar: • A -615 • A -706 • • Special Ductile Quality (SDQ): Yes No • • Anchor Length: 12" Hole Depth: 8'/z' Required Embedment: 8" Hole Diameter: Concrete Thickness: N/A Concrete Strength: N/A Base Material: ® Normal Weight Concrete ❑ Light Weight Concrete ❑ CMU ❑ Brick ❑ Composite Deck Hole Cleaning: ® Compressed Air ❑ Hand Pump ❑ Other: Compressed Air PSI: 90 Brushed: ❑ Yes ❑ No Hole Condition: ❑ Dry ❑ Damp ❑ Water Saturated ❑ Submerged Drill Bit (ANSI B212 .15): E Yes ❑ No Approved Diamond Cored Hole: ❑ Yes ® No Adhesive Type: Hilti RE -500 Expiration Date: 12/12 ICC ESR #: 1682 Weather: Clear Ambient Temperature: 65° F Substrate Temperature: 63° F Reference Standard(s) Used: Copies to: Client Owner Architect X Engineer X Contractor X Building Dept. Others Comments Technical Responsibility: Conforms X Does Not Conform Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -86 -01 (Rev 09/09) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 252573 Project: Machine Tool Works Address: 14600 Interurban Avenue South, Tukwila Client: Davis Door Service Permit Number: D12 -063 Job Number: 12 -0272 2012 South Grand Street Seattle, WA 98144 Client Address: Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection X Other (specify): Other (specify): Inspector and Date Remarks Isaac Ruoff 05/25/2012 Copies to: Client Owner Architect Arrived on site to perform continuous visual inspection of the field welding at the header to strong back and the header to the lintel connections. Also welded was the lintel to jamb angle. Welds were made using the SMAW process with 7018 welding rod. Welding rod was opened from the hermetically sealed packaging just prior to welding. Welder was Kwok Kwan Au. Welds were *IA" fillet welds as detailed by the approved plans. Welds were visually acceptable as per AWS D1.1:2010 Table 6.1. Engineer of Record approved non WABO certified welder in an e-mail dated 5/29/2012. CONFORMS X Engineer X Contractor X Building Dept. Others Technical Responsibility: Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -63 -05 (Rev 10/10) REVIEWED FOR CODE COMPLIANCE APPROVED MAR 14 2012 City of Tukwila BUILDING DIVISION STRUCTURAL CALCULATIONS FOR WALL OPENING MODIFICATION MACHINE TOOLWOj,KS ,►„be* TENANT IMPROVEMENT �®pyp EXISTING OFFICE BUILDING 14600 INTERURBAN AVENUE SOUTH TUKWILA, WA 98168 FOR DANIEL B. TAYLOR ARCHITECT, PLLC 1639 HARBOR AVENUE SW SEATTLE, WA 98126 BY K.M. MAW ASSOCIATES 810 THIRD AVENUE SEATTLE, WASHINGTON 98104 KMM JOB NO. 1201 February 27, 2012 m of W4 t o �� A • O• • 0 10539 s r It MVII:47‘116 EXPIRES: 10/24/2012 OFTrantA E XP!l2E/ 8 2012 PERMIT CENTER No. 937 811E Engineer's Computation Pad 7STAEDTLER® K.M. (Joe) Maw, S.E. Structural Engineer STRUCTURAL DESIGN SHEET DATE: 2 -27- -/ 2./2 JOB NO. e, / 810 Third Avenue PROJECT: /vl 78&L' DESIGN: SHEET NO. Seattle, WA 98104 / 206.624.7146 LOCATION: CHECK: .06-#33c, God /e Od ems' A-1 14 X6 4x /s 4p X 6S- X/C J 4-L4s - /4 X 6 cox 6 7 21 yboX G 7 P#972 �1 740 /'-/ 4:7 o 1-1 7 45X....5-1 X •3 z' 4.0 x“- ?o \,/ -- /; 2 g- )e st3s ) / ,?r s Bras •�.c - 364/' AIMP OSTi4EDTLER® K.M. (Joe) Maw, S.E. Structural Engineer 810 Third Avenue S eattle, WA 98104 206.624.7146 STRUCTURAL DESIGN SHEET PR OJECT: Ad." 940,40- /004. LOCATION: . DATE: 2-?7 - 1 Z JOB NO. /Z D / DESIGN: CHECK: SHEET NO. 2 • • d 0 1 kV 4 /�l! /4. 3, '18 7 7 4 'b37 �? : �C, /. -� -� pr/ , /,s70 m gv -7 Ps/ . A-4 3Rx /* Y 3q) /2_C6 Vof / ,t'»'-c? _ V ✓ � L x,./__4 .� rs ;Sg x1.3 X171 K.M. (Joe) Maw, S.E. Structural Engineer 810 Third Avenue Seattle, WA 98104 206.624J146 STRUCTURAL DESIGN SHEET PROJECT: �(/j �17L-- LOCATION: DATE: 2 -27-42 JOB NO. /2 >/ DESIGN: CHECK: SHEET NO. 3 )STAEDTLER6 40c G >t.1/1 6o d fq A Z.ef / 7 z 4 - I c7--e-tve-1,7452 4,PG-7-g Engineer's Computation Pad cVSTAEDTLER® K.M. (Joe) Maw, S.E. Structural Engineer . 810 Third Avenue Seattle, WA 98104 206.624.7146 STRUCTURAL DESIGN SHEET PROJECT: , 2 'L LOCATION: DATE: , JOB NO. /2- O DESIGN: CHECK: SHEET NO. air> 7G Al :o' G� _..L.- 7a pu,-C,, 3 C 2 = / p /-rp. o.4xix -96)to Ufr-0 51" 2) Gds— -4 )C/CF 2 Z -3 3 2 2 4. =-- 7.5-. .,/c, gp. J4 40/029 "9- 7 44 ) a ve 23 7)c 7C e2,. 1,.z 7 STAEDTLER® K.M. (Joe) Maw, S.E. Structural Engineer 810 Third Avenue Seattle, WA 98104 - 206.624.7146 STRUCTURAL DESIGN SHEET PROJECT: QOM. LOCATION: DATE: 2.27..- /-Z JOB NO. /2- 7/ DESIGN: CHECK: SHEET NO. �, .- /W z. 7-63x 71 I.44)' s-7 /41 2--- ores? s =- /�- 4x tz Lq.2 Le4 Gx% s Gy,,z©'°� 6? a6/.2X 4tl b" aio6xj Project Name = 14600 Interurban Ave, Tukwila Conterminous 48 States 2009 International Building Code Latitude = 47.471655 Longitude = - 122.253708 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 0.05 deg grid spacing Period Sa (sec) (9) 0.2 1.439 (Ss, Site Class B) 1.0 0.493 (S1, Site Class B) Conterminous 48 States 2009 International Building Code Latitude = 47.471655' Longitude = - 122.253708 Spectral Response Accelerations SMs and SM1 SMs= FaxSs and SMl =FvxS1 Site Class D - Fa =1.0 ,Fv =1.p7 Period Sa (sec) (9) 0.2 1.439 (SMs, Site Class D) 1.0 0.743 (SM1, Site Class D) Conterminous 48 States 2009 International Building-Code Latitude = 47.471655 Longitude = - 122.253708 Design Spectral Response Accelerations SDs and SD1 SDs .= 2/3x SMs and SD1= 2/3xSM1 Site Class D - Fa =1.0 ,Fv =1.507 Period Sa (sec) (g) 0.2 0.960 (SDs, Site Class D) 1.0 0.496 (8131, Site Class D) REGIS . RED AV PROJECT DATA LEGAL DESCRIPTION: CITY 0 TUItkA . TAYLOR TE OF WASHINGTON MACHINE TOOLWORKS TENANT IMPROVEMENT HILLMANS SEATTLE GARDEN TRACTS SITE AND BUILDING DATA: PARCEL NUMBER: JURISDICTION, SECTION - TOWNSHIP- RANGE: ROPERTY NAME: YEAR BUILT, STORIES, BLDGS ON PARCEL: OCCUPANCY GROUPS: iffy • f Tukwila DI kIVIS 111111111t EXISTING OFFICE BUILDING ±9,625 S.F. Pi '1,t' p 40.41 I1d' • 0° :S. 43 SEPARATE P �UIRED °echan' l,<MIT CR. - 7447 �,4.Ja.i z 1 ,44 44: 4 '`t."`"... �`` 1 ..•-i,..-,11,::?-•..t.'4:4:.'.'i4.,-7.,„-:(.4(i. el.,' \ 4 / 1,f I °-- -' - — ,-.. • � REVISIONS 0 No changes shall ho made to the scope provsl of R isio REFER TO EXISTING CONDITIONS NOTE. TH i SHEET APPROX`$L1IE fit 23�Dd�J@SI�C@f>rQ] „�. 0 EXISTING REFERENCE SITE PLAN 1" = 30' -0" pp f EB 2 8 2012 3365�OIT CENTER CITY OF TUKWILA NE- 23 -23 -04 ERIK'S WEST 1987, 2 STORY, 1 BLDG B BUSINESS 5-1 MODERATE HAZARD STORAGE EXISTING /PRIOR USE: OFFICES (5) AND WAREHOUSE (5 -1) CONSTRUCTION TYPE /CLASS: V -B, SPRINKLERED GROSS PARCEL AREA: =25,000 S.F. (0,57 ACRES) GROSS (E) BUILDING FLOOR AREA: =9,985 S.F. GROSS TENANT IMPROVEMENT =9,625 S.F. FLOOR (SCOPE OF WORK) AREA: (INCL. 360 S.F. MEZZ. DEMO) PROPOSED B OCCUPANCY AREA: -5,675 S.F. /100 = 57 OCC. PROPOSED 9 -1 OCCUPANCY AREA =3,950 5.F. /300 = 14 OCC. • 71 OCC. EXISTING PARKING PROVIDED: VEHICLE STALLS (8.5” x 18', 25' AISLE): COMPACT VEHICLE STALLS (8' x 16', 25' AISLE): HANDICAP STALL (12.5' x 19'): 13 STALLS 5 STALLS 1 STALLS TOTAL VEHICLE STALLS: NOT R:visions will require a new plan submittal and may include additional plan review fees. 19 STALLS EXISTING CONDITIONS NOTE: E SITE PLAN AND FLOOR PLANS IN THIS SET ARE BASED ORIGINAL BUILDING CONSTRUCTION DRAWINGS BY DAVID HLE ARCHITECT, DATED 7/15/86, AND RECORDING ORMATION AVAILABLE THROUGH KING COUNTY PUBLIC CORDS. THE INFORMATION ON THIS DRAWING I5 NOT BASED A SURVEY AND THEREFORE HAS NOT BEEN VERIFIED. VICINITY MAP .44 FRCpswest PROJECT LPCATIOV. ' •a tatotanotoftic aw(Yen wou 1hNM'ro Ni FQ ARCHITECT DANIEL B. TAYLOR 1639 Harbor Ave SW, #304 Seattle, WA 98126 Tel: (206) 465 -2491 dan @nicholsondev.com � QVI6A. NNwm..e to p44 a4ia mo4,intl Mt* rtpoJStl 4444,44, 4,4444, Wm palliate h MLp ta4,04i41 d 4 b. 44444 NL. REVISIONS NO. DATE BY A A n n SHEET INFORMATION. 11x17 SCALE: AS NOTED PLOT DATE: 02/27/12' CAD FILE: 12- 12SCHA, JOB NO: 12 -12 STATUS: CHECK COVER SHEET AND SITE PLAN A0.1 SHEET 1 OF 4 SUMMARY OF CONSTRUCTION FIRST FLOOR CONSTRUCTION: FURN /INSTALL BY RM NO. ROOM NAME WORK SUMMARY FCIC FOIC NIC COMMENTS 100 ENTRY/ STAIR / HALL REMOVE EXISTING FLOORING, REPAIR / PREP SUBFLOOR AND WOOD BASE X SELECT AND INSTALL TILE, 12 X12 OR LARGER X OWNER TO RESEARCH SELECT AND INSTALL CARPET ON STAIR AND LANDING X X OWNER TO RESEARCH RECONDRION HANDRAILS AND WOOD TRIM X INSTALL ELECTRIC STRIKE ON EXISTING ENTRY DOOR X X OWNER TO RESEARCH -KERI ADT REMOVE EXISTING WOOD PANELING /TRIM, REPAIR DRYWALL, PAINT X RESTART ROOFTOP EQUIPMENT. PROVIDE WRITTEN REPORT AS TO CONDITION OF EQUIPMENT AND EXPECTED REMAINING OPERATION LIFE SPAN. INSPECT CONTROL THERMOSTATS RECONDITION WOOD TRIM AROUND OPENING X REMOVE EXISTING FLOORING, REPAIR / PREP SUBFLOOR FOR NEW FINISHES X REPLACE ENTRY MAT X SELECT AND INSTALL CARPET AND RUBBER BASE 101 OPEN OFFICE AREAS REMOVE EXISTING FLOORING, REPAIR / PREP SUBFLOOR FOR NEW FINISHES X CLEAN WINDOWS, INSIDE AND OUT X SELECT AND INSTALL CARPET AND RUBBER BASE CLEAN WINDOW BLINDS X ARCHITECT TO SHOW ON PLAN INVENTORY EXISTING OFFICE PARTIl1ONS, SHOW PARTITION LAYOUT X PATCH / REPAIR SURFACES DAMAGED DURING CONSTRUCTION X ARCHITECT TO SHOW ON PLAN REMOVE WOOD PANELING, NORTH WALL X REMOVE EXISTING FLOORING, REPAIR / PREP SUBFLOOR FOR NEW FINISHES X REPAIR WALL AND PAINT TO MATCH EXISTING X SELECT AND INSTALL CARPET AND RUBBER BASE SITE WORK INVESTIGATE PERMITS / PROCEDURES REQUIRED TO REMOVE TREES ON WEST SIDE OF BUILDING REVISE ELECTRICAL OUTLETS FOR WORKSTATION X FRAME IN DOOR OPENING (WEST WALL). REMOVE AIR CURTAIN EQUIPMENT AND PAINT WEST WALL X CLEAN PARKING LOT AND LANDSCAPED AREAS 102 CONFERENCE ROOM REMOVE EXISTING FLOORING, REPAIR / PREP FLOOR FOR NEW FINISHES X CLEAN EXISTING SURFACES AND FIXTURES, WAX FLOOR X SELECT AND INSTALL CARPET AND RUBBER BASE RECONDIl1ON DOOR, TRIM AND HARDWARE X REMOVE WOOD PANELING (SOUTH WALL), REPAIR WALL AND PAINT TO MATCH EXISTING x 205 MEZZANINE STORAGE PATCH AND REPAIR EXISTING FLOORING 103 SERVER ROOM NO WORK SCHEDULED SELECT AND INSTALL RUBBER BASE 104 BREAK ROOM REMOVE EXISTING FLOORING, REPAIR / PREP SUBFLOOR AND WOOD BASE X SELECT AND INSTALL TILE, 12 X12 OR LARGER ELECTRICAL MEZZ. NO WORK SCHEDULED X REWORK / RECONDITION EXISTING CABINETS, REPLACE DOOR PULLS X OWNER TO SELECT PULLS INSTALL NEW APPLIANCES X OWNER TO SELECT REMOVE DRINKING FOUNTAIN X SAVE EXISTING FOR OWNER FURNISH AND INSTALL NEW BI -FOLD DOORS FOR CLOSET X SAVE EXISTING FOR OWNER INSTALL NEW FAUCET X OWNER TO SELECT REMOVE METAL VENT HOOD X 105/106 RESTROOMS CLEAN EXISTING SURFACES AND FIXTURES, WAX FLOORS X RECONDITION DOORS, TRIM AND HARDWARE X 107 WAREHOUSE ENLARGE OM DOOR OPENING TO 12' WIDE X 14' HIGH X STRUCTURAL ENGR.TO DESIGN INSTALL POWER ROLL -UP TYPE METAL DOOR X RELOCATE EXISTING FIRE SPRINKLER PIPE X RE- SUPPORT EXISTING MEZZANINE X STRUCTURAL ENGR. TO DESIGN REWORK CEILINGS AND LIGHTING X FURN / INSTALL LEGEND: FCIC FURNISHED BY CONTRACTOR, INSTALLED BY CONTRACTOR FOIC FURNISHED BYOWNER, INSTALLED BY CONTRACTOR NIC NOT IN CONTRACT (NOT INCLUDED IN GC SCOPE) _. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 14 2012 City of Tukwila BUILDING DIVISION SECOND FLOOR CONSTRUCTION: RJRN /INSTALL BY RM NO. ROOM NAME WORK SUMMARY FCIC FOIC NIC COMMENTS 200 FOYER REMOVE EXISTING FLOORING, REPAIR / PREP FLOOR FOR NEW FINISHES X SELECT AND INSTALL CARPET AND RUBBER BASE X OWNER TO RESEARCH REMOVE EXISTING WOOD PANELING / TRIM, REPAIR DRYWALL, PAINT X X OWNER TO RESEARCH RECONDRION EXISTING CABINETS, REPLACE DOOR PULLS X INSTALL NEW APPLIANCES: MICROWAVE OVEN, UNDER COUNTER REFRIG. X X RECONDRION WOOD DOOR AND TRIM FINISHES X RESTART ROOFTOP EQUIPMENT. PROVIDE WRITTEN REPORT AS TO CONDITION OF EQUIPMENT AND EXPECTED REMAINING OPERATION LIFE SPAN. INSPECT CONTROL THERMOSTATS 201/202 SHARED OFFICES REMOVE EXISTING FLOORING, REPAIR / PREP SUBFLOOR FOR NEW FINISHES X X SELECT AND INSTALL CARPET AND RUBBER BASE X REMOVE WOOD PANELING (N. WALL OF 201). REPAIR DRYWALL AND PAINT X CLEAN WINDOWS, INSIDE AND OUT X INVENTORY EXISTING OFFICE PARTI110NS, SHOW PARTITION LAYOUT CLEAN WINDOW BLINDS X ARCHITECT TO SHOW ON PLAN RECONDITION CABINETS AND BI -FOLD DOORS (201). REPLACE CABINET DOOR PULLS X PATCH / REPAIR SURFACES DAMAGED DURING CONSTRUCTION X 203 TRAINING ROOM REMOVE EXISTING FLOORING, REPAIR / PREP SUBFLOOR FOR NEW FINISHES X SELECT AND INSTALL CARPET AND RUBBER BASE SITE WORK INVESTIGATE PERMITS / PROCEDURES REQUIRED TO REMOVE TREES ON WEST SIDE OF BUILDING X FRAME IN DOOR OPENING (WEST WALL). REMOVE AIR CURTAIN EQUIPMENT AND PAINT WEST WALL X CLEAN PARKING LOT AND LANDSCAPED AREAS X 204 RESTROOMS CLEAN EXISTING SURFACES AND FIXTURES, WAX FLOOR X RECONDIl1ON DOOR, TRIM AND HARDWARE X 205 MEZZANINE STORAGE PATCH AND REPAIR EXISTING FLOORING X SELECT AND INSTALL RUBBER BASE X CONSTRUCT RAILING TO MATCH EXISTING X 206 ELECTRICAL MEZZ. NO WORK SCHEDULED GENERAL CONSTRUCTION: RJRN/INSTALL BY RM NO. ROOM NAME WORK SUMMARY FCIC FDIC MC COMMENTS ELECTRICAL RE-LAMP EXISTING LIGHT FIXTURES THROUGHOUT X INVESTIGATE REPLACEMENT OF FIXTURES WITH PSE X OWNER TO RESEARCH INVESTIGATE OPTIONS WITH STANLEY SECURITY AND ADT FOR FIRE ALARM MONITORING, REUSE OF EXISTING EQUIPMENT, NEW ELECTRIC DOOR STRIKE, ETC. X OWNER TO RESEARCH CLEAN LENSES, REPLACE DAMAGED X INSPECT EXTERIOR LIGHTING. REPLACE LAMPS AS NECESSARY X HVAC RESTART ROOFTOP EQUIPMENT. PROVIDE WRITTEN REPORT AS TO CONDITION OF EQUIPMENT AND EXPECTED REMAINING OPERATION LIFE SPAN. INSPECT CONTROL THERMOSTATS X CLEAN SUPPLY AND RETURN DIFFUSERS. CHECK CONDITION OF EXISTING DUCTWORK. CLEAN / VACUUM AS REQUIRED X INSPECT EXHAUST FANS AND CONTROLS X GENERAL CLEAN WINDOWS, INSIDE AND OUT X CLEAN WINDOW BLINDS X PATCH / REPAIR SURFACES DAMAGED DURING CONSTRUCTION X REPLACE DAMAGED OR STAINED CEILING TILES X SITE WORK INVESTIGATE PERMITS / PROCEDURES REQUIRED TO REMOVE TREES ON WEST SIDE OF BUILDING X CLEAN PARKING LOT AND LANDSCAPED AREAS X SEAL PARKING LOT X RESTRIPE PARKING STALLS X RECtIVE ,7 CITY OF TU . tA FEB 2 8 2012 PERMIT CENTER REGISTERED AR DA I • STATE Of WASHINGTON ARCHITECT DANIEL B. TAYLOR 1639 Harbor Ave SW, #304 Seattle, WA 98126 Tel: (206)465 -2491 dan @nicholsondev.com [CILNN1 W mart d Nathan* wgbno�a N.f NVV WS.Nemm wader e.mectoawa a Wm. WIWI. KM (n~ Y w Z OI11 o0 ry O� I- 2 —z 2Q U W 21- EXISTING OFFICE BUILDING REVISION S NO. DATE BY n A A A SHEET INFORMATION, 11x17 SCALE: AS NOTED PLOT DATE: 02/27/12 CAD FILE: 12- 12SCHA, JOB NO: 12 -12 STATUS: CHECK SUMMARY OF CONSTRUCTION' A0.2 SHEET 2 OF 4 '20' -5 1/8" ±17' -10 1/4" ..•. :.�=•��o :...:4...:..:41 :..7....m:..:. r.o.i. :•...� :.��..:..r.... CONFERENCE ROOM WAREHOUSE ±3,800 S.F. SERVER REVIEWED FOR CODE COMPLIANCE APPROVED MAR 14 2012 City of Tukwila BUILDING DIVISION ±13' -7 3/4" OPEN OFFICE WORK CENTER MEZZANINE PORTION - -- ROOM TO BE REMOVED REFER TO STRUCTURAL X 10'H ROLL -UP DOOR WITH NEW. REFER TO STRUCT. DWGS. WALLS TO BE REMOVED SHOWN DASHED WAITING/ RECEPTION R.R OPEN SHARED OFFICE AMMO AMMO ENTRY FOYER/ HALUSTAIR L 100 J RECEPTION - 12' -0 "W X 14' -0 "H NEW COILING TROLL -UP DOOR !28' -11" t4' -6" '- 19' -6" '- 24'-0" t21' -0" ±20' -0" / `- 161-10" / / / / / / ±134'-9" / / / FIRST FLOOR PLAN O 3/32" = 1' -0" 0 5' 10' 20' 30' 40' APPROX. FIRST FLOOR AREA 6400 S.F. CITY OF TUKVVILA FEB 2 8 2012 PERMIT CENTER ARCHITECT DANIEL B. TAYLOR 1639 Harbor Ave SW, #304 Seattle, WA 98126 Tel: (206) 465 -2491 dan @nicholsondev.com O �mMW� m on lewd wow dltdmrn mqb rtpoYtl bmq tlmm M w/�s.d1 a1 ,s,, bib. km D1,S fl Trp,Mddq PUS V / I— W IY2 0 \\ O° ry 0o 1- 2 z Z Uz Q 2 1— F O y O w Z p W Ja m zz w LI- cc U � cc 0 Ow U Z z cn °o w TUKWILA, WA 98168 -4651 REVISIONS NO. DATE BY n A A A SHEET INFORMATION 11x17 SCALE: AS NOTED PLOT DATE: 02/27/12 CAD FILE: 12- 12SCHA JOB NO: 12 -12 STATUS: CHECK PRELIMINARY FIRST FLOOR PLAN A1.1 SHEET 3 OF 4 co 0 0 N ±13' -7 3/4" 1- m r REVIEWED FOR C�APPROVED MAR 14 2012 ' 7 1111 1111111M 4 al Inn mom No OPEN TO BELOW / MEZZANINE PORTION City of Tukwila BUILDING DIVISION TO BE REMOVED REFER TO STRUCTURAL / 7 NEW WALLS • \ / OPEN TO BELOW NEW RAILING MEZZANINE STORAGE 205 4 1 CUSTOMER EQUPMENT MANUALS TRAINING ROOM 203 j \3I UNISEX TOILET RM 204 n DN FOYER 200 j SERVICE & APP SHARED OFFICE OPEN TO BELOW 202 SHARED OFFICE 201 ait ±28' -11" t4' -6" ±19' -6" t.24' -0" ±21' -0" ±20' -0" / ±16' -10" / / / / / / ±134'-9" / / / SECOND FLOOR PLAN O 3/32" = 1' -0" 0 5' 10' 20' 30' 40' APPROX. SECOND FLOOR AREA 3,025 S.F. O FEB 2 8 2012 PERMIT CENTER ARCHITECT DANIEL 8. TAYLOR 1639 Harbor Ave SW; #304 Seattle, WA 98126 Tel: (206) 465 -2491 dan ftnichoIsondev.COm pec .Sl yeev.wa vo u.ta.raea �e.voosvae."mev T*v. fl am ....Seattle..., anm" e.dsp mmow c rays, "w.n we EXISTING OFFICE BUILDING 14600 INTERURBAN AVENUE SOUTH TUKWILA, WA 98168 -4651 REVISIONS NO. DATE BY A A A A SHEET INFORMATION 11x17 SCALE: AS NOTED PLOT DATE: 02/27/12 CAD FILE: 12- 12SCHA JOB NO: 12 -12 STATUS: CHECK PRELIMINARY SECOND FLOOR PLAN A1.2 SHEET 4 OF 4 STRUCTURAL NOTES: THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE. 1. CODE: INTERNATIONAL BUILDING CODE (IBC) 2009 EDITION AS AMENDED BY CITY OF TUKWILA. 2. EARTHQUAKE DESIGN DATA: a. SEISMIC IMPORTANCE FACTOR - le = 1, SEISMIC USE GROUP II b. MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss = 1.439 SI = 0.493 c. SITE CLASS - D d. SPECTRAL RESPONSE COEFFICIENTS - SDs = 0.900 SDI = 0.490 3. CONTRACTOR TO INFORM ARCHITECT AND STRUCTURAL ENGINEER IF EXISTING CONDITION DIFFERS FROM THE DRAWINGS. 4. ALL HISS TO A50, GRADE B. ALL WELDS TO BE E10. (FULL INSPECTION REQUIRED.) ALL BOLTS TO BE A325 INCLUDING ANCHOR BOLTS. ALL EPDXY GROUT TO BE HILT! RE500 ALL WELDING TO BE PERFORMED BY CERTIFIED WELDER. PREPARE STEEL FOR PROPER WELDING. / £d" - w 4 lg o eel. -41 Vi e✓ 5. PROVIDE SHOP DRAWINGS OF STRUCTURAL STEELS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW BEFORE FABRICATION. 6. SPECIAL INSPECTION FOR WELDS AND EPDXY GROUTED BOLTS. 7. PROVIDE PROPER SHORING AT ALL TIMES FOR SAFETY. 5. CONTRACTOR TO VERIFY ALL DIMENSIONS AND VERIFY ALL CONDITIONS ASSUMED DURING DESIGN ARE VALID. (CONTRACTOR TO INFORM ARCHITECT AND STRUCTURAL ENGINEER IF EXISTING CONDITION DIFFERS FROM THE DRAWINGS.) DO NOT SCALE DRAWINGS. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 14 2012 City of Tukwila BUILDING DIVISION i EXPIF>`s io12O_l3 =� ?RES 1(; l' •V��'.LT1 T M FEB 2 8 2012 PERMIT CENTER k.m. maw associates consulting engineer 810 3rd AVENUE SEATTLE. WASHINGTON 98104 (206) 624 -7146 EXPIRES: 10/24/2012 REVISIONS NO. DATE BY SHEET INFORMATION 11x17 SCALE: AS NOTED PLOT DATE: CAD FILE: JOB NO: STATUS: SHEET NAME 1 50.1 SHEET 1 OF 5 L4M, S3.0 /// S3.0 0 I. •I n n 3 / (N) HSSC x6x3/8 REMOVE EYISTING CMU WALL VERIFY / DIMENSIONS 1.1)11-1 ARCH DRAWING N •I REVIEWED FOR CODE COMPLIANCE APPROVED MAR 14 2012 City of Tukwila BUILDING DIVISION (E) FOOTING SEE DETAILS ON (E) PLANS • Elevation (Looking South) along Grid line D nts RECtivtt ,,� CITY OF TUKInnLA FEB 2 8 2012 PERMIT CENTER k.m. maw associates consulting engineer 810 3rd AVENUE SEATTLE, WASHINGTON 08104 (206) 624 -7146 TUKWILA, WA 98168 -4651 REVISIONS NO. DATE BY A A A A SHEET INFORMATION 11x17 SCALE: AS NOTED PLOT DATE: CAD FILE: JOB NO: STATUS: SHEET NAME 1 51.0 SHEET 2 OF 5 4 "Xl0"X1 /2 "PLATE W/3/4" EPDXY GROUTED BOLTS W/ MIN, EMBED OF 5" INTO (E) CMU WALL. FULLY WELD W /I/4 WELD TO NSS TYP CONNECTION FOR BOTH I4ORIZ AND VERTICAL HSS TYP SPACING 24" OC ry TO CLEAR DOOR FRAME TYP 0 4" 7 3/4" BASE PLATE W/ 1/2" SIDE PLATES FULLY WELDED W /I/4" WELDS TO N55 AND BASE PLATE W /1/4" WELD W/ 4 -3/4" DIAMETER EPDXY GROUTED BOLTS MIN. EMBED 5" IN TO (E) FOOTING Section NTS I0" 2'-2" 2' 42" (N) HSS To (E) Footing NTS REVIEWED FOR CODE COMPLIANC APPROVED MAR 14 2012 City of Tukwila BUILDING DIVISIO EXPIRES I0/24/ mri... I ir_ r m// /' • i i . i A i i rijii ii i, MJA WA 0 0 0 © 4 Plan NTS k.m. maw associates consulting engineer 810 3rd AVENUE SEATTLE, WASHINGTON 98104 (206) 624-7146 1- O m O w Z z z m 5 a ; zz w U � rn LL Q 0 L% [n F. REVISIONS NO. DATE BY n A A A SHEET INFORMATION 11x17 SCALE: AS NOTED PLOT DATE: CAD FILE: JOB NO: STATUS: �R/ /t�CPbV n C� I V OFF 1 IJKW'LA SHEET NAME 1 FEB 2 8 2012 PERMIT CENTER S2.O SHEET 3 OF 5 PLATE TO NSS 1/4 1/4 • LATE TO NSS 1/4 SS TO NSS 3 SIDES (N) HSS Jamb to Head Detail NTS TO CLEAR DOOR FRAME TYP N) HSS Head @ (E) CMU NTS r VIEVVED FOR COMPLIANCE PPROVED R 14 2012 GDkwlta VISION • EXPIRES 10/24/ ZV REGtwrrj�rr� CITY OF TUK' MIA FEB 2 8 2012 PERMIT CENTER k.m. maw associates consulting engineer 61 D 3rd AVENUE SEATTLE, WASHINGTON 98104 (206) 624-7146 %'"MAW�IIt tipf WA,S,� • / F. 0' • . 0 ■ • • EXPIRES: 10/2 = ;'201 2 TUKWILA, WA 98168-4651 REVISIONS NO. DATE BY A A n A SHEET INFORMATION 11x17 SCALE: AS NOTED PLOT DATE: CAD FILE: JOB NO: STATUS: SHEET NAME 1 S3.0 SHEET 4 OF 5 4 5- SIMPSON SDS25212 TOP AND BOT MIN EMBED 6" INTO GL BEAM. PRE DRILL HOLE FOR PROPER INSTALLATION F - I /211LAG BOLTS SIMPSON SDS25312 2x(' CONT. 2x6 BLOCKING I�I /. m (E) GL BM. Section 0 2x6 6 ° 00 3x6 e 4S" 00 1 1111111110111. AM ►.I 1 1 1 Elevation Railing Detail NTS REVIEWED FOR CODE COMPLIANCE APPROVED MAR 14 2012 City of Tukwila BUILDING DIVISION REL ivt CITY OF TUIWLA FEB 2 8 2012 PERMIT CENTER k.m. maw associates consulting engineer 810 3rd AVENUE SEATTLE, WASHINGTON 96104 (206)624.7146 TUKWILA, WA 98168 -4651 REVISIONS NO. DATE BY A A A A SHEET INFORMATION 11x17 SCALE: AS NOTED PLOT DATE: CAD FILE: JOB NO: STATUS: SHEET NAME 1 S4.0 SHEET 5 OF 5 • • CITY OF TUKWILA PERMIT CENTER MEMORANDUM To: Huber General Contractors (ATTN: Doug Poeschel) From: City of Tukwila, Permit Center Re: 2012 Business License Date: 04/02/2012 A tenant improvement permit (D12 -063) was issued to Huber General Contractors today without evidence of a current City of Tukwila Business License. A City of Tukwila Business License is required to work within the City of Tukwila boundaries. Please rectify this situation directly. If you have questions regarding this business license and the application process, please contact the Finance Department at 206 433 -1835. ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -063 PROJECT NAME: MACHINE TOOLWORKS SITE ADDRESS: 14600 INTERURBAN AV S DATE: 02/28/12 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: 41411 AIVC- ivision Fire Prevention NIP( -j0I'r'1_ blic Works mi Structural 1 Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete DUE DATE: 03/01/12 Incomplete ❑ Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/29/12 Approved Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: . Permit Center Use Only • CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28-02 Contractors or Tradespeople Pier Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEI 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 HUBER GENERAL CONTRACTORS INC UBI No. 601840292 Phone 4252284400 Status Active Address 10341 Se 185Th Pl License No. HUBERGCO27JT Suite /Apt. License Type Construction Contractor City Renton Effective Date 4/30/1998 State WA Expiration Date 4/25/2013 Zip 98055 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 HUBERGC160KH HUBER'S GENERAL CONSTRUCTION Construction Contractor General Unused 5/8/1984 4/25/1998 Archived Business Owner Information Name Role Effective Date Expiration Date HUBER, KURT W President 01/01/1980 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 RLI INS CO LSM0042526 04/30/2008 Until Cancelled $12,000.00 04/21/2008 3 DEVELOPERS STYE INDEMNITY CO 576827C 04/30/2006 Until Cancelled 05/23/2008 $12,000.0004/19 /2006 2 WESTERN SURETY CO 68724155 02/13/2002 Until Cancelled 06/19/2006 $12,000.0004/22 /2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 12 Ohio Cas Ins Co BR053544839 10/25/2006 10/25/2012 $1,000,000.0008 /04/2011 11 AMERICAN STATES INS CO 01CG43539630 10/25/2005 10/25/2006 $1,000,000.0010 /13/2005 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni /bbip /Print.aspx 04/02/2012