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Home My WebLink AboutPermit D08-446 - CASCADE ENGINE CENTER - LOADING DOCK AND DEMISING WALLThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D08 -446 Cascade Engine Center 18435 Olympic Avenue South RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 51 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. CASCADE ENGINE CENTER 18435 OLYMPIC AVE S D08 -446 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Phone: 7888900121 18435 OLYMPIC AV S TUKW CASCADE ENGINE CENTER 18435 OLYMPIC AV S , TUKWILA WA RAINIER INDUSTRIES LTD 18435 OLYMPIC AVE S , TUKVVILA WA 98188 Contact Person: Name: DON STARK Address: 18435 OLYMPIC AV S , TUKVVILA WA 98188 Phone: 509 - 951 -5486 Contractor: Name: DONOVAN BROTHERS INC. Address: P.O. BOX 818 , AUBURN, WA 9807 1 -08 18 Phone: 253 - 939 -7777 Contractor License No: DONOVBI094O5 DESCRIPTION OF WORK: EXTEND CEMENT LOADING DOCK AND ADD DEMISING WALL Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 Citylif 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 $36,000.00 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Expiration Date: 03/06/2009 Fees Collected: International Building Code Edition: Occupancy per IBC: D08 -446 11/24/2008 05/23/2009 $1,068.75 2006 0025 D08 - 446 Printed: 11 -24 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: doc: IBC -10/06 City ATukwila • 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 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End lime: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non- Profit: N Water Main Extension: Private: Public: Water Meter: N I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction o - performance of wo I am authorized to sign and obtain this development permit. 1 Permit Number: D08 - 446 Issue Date: 11/24/2008 Permit Expires On: 05/23/2009 Date: Date: A J I'»\t06 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. D08 - 446 Printed: 11 -24 -2008 Parcel No.: 7888900121 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • • 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 18435 OLYMPIC AV S TURIN CASCADE ENGINE CENTER PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -446 ISSUED 09/25/2008 11/24/2008 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 and verifications for concrete construction shall be required. 6: 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. 7: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 8: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 9: 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. 10: 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. 11: 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. 12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 14: 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. doc: Cond -10/06 008 -446 Printed: 11 -24 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us • 15: Manufacturers installation instructions shall be available on the job site at the time of inspection. 16: 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. 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 18: 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. 19: ** *FIRE DEPARTMENT CONDITIONS * ** 20: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 21: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 nun) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 22: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 23: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 24: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4 -4) 25: 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) 26: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 27: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 28: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 29: Aisles leading to required exits shall be provided from all portions of the building and the required width of the doc: Cond -10/06 D08 -446 Printed: 11 -24 -2008 aisles shall be unobstructed. (IFC 1013.4) • • 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 30: 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) 31: 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) 32: All new sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance #2050) 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: 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. 37: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 38: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 39: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D08-446 Printed: 11 -24 -2008 • • 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: ,A,aq6A I&O- ftiaAssa- a( er doc: Cond -10/06 D08 -446 Date: It I v'tit)E ordinances governing or local laws regulating Printed: 11 -24 -2008 Company Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwweLtukwila.wa.us Contact Person: 1) aV) K ess l PX' Company Name: Shur'. (en( Con S 4t I 1-111 Mailing Address: 1.- Contact Person: J of Sh U 41,6r Building Permit No. 1) Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: ($P/5 O k <m t C `ti Tenant Name: CQSca E (/l U/1.2 !ie1+Cr Property Owners Name: k .a.Ac IOQ& PQ ✓ 1ek'i Mailing Address: \ 2 4'S oft4 rn ptt r7 we S Tuley)/ ( & Cit E -Mail Address: DtiV t. V s • (O VYI Contact Person: E -Mail Address: n King Co Assessor's Tax No.: g $ R 1 CO 124 Suite Number: New Tenant: ❑ Yes ,No CONTACT PERSON -- who do when your permit Name: b On C,+Dx1& Day Telephone: CM • o (S 1 • Sq 8 Lo Mailing Address: `$ O L9 alp L Tv KW 1, `a, WA- - 9 g ` g g �� ^ ' O � toe of City n,, State r� Zip E -Mail Address: 1:)971\14.. v c en 9 L• coyn Fax Number: ! '110 q ',727;2... GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: DGIAbV&V , / iro I I ers q p Mailing Address: MO 1 W Mi V a I ley J � �/ IV o St, L, 1 O / bu vh 18 oo City State Zip Day Telephone: QS3 • 939 • T7 fl Fax Number: oZ 3 ' C 2)9 - -] °1 -1 Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD - All plans must be et stamped by Architect of Record !' City Day Telephone: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Reco DO Fax Number: Vvv State Floor: w� 4rg g State Zip 00 Zip City State Ziip� Day Telephone: 4 ZS 1 1 TO • 1-1 « 15 E -Mail Address: u 2 , S • U. SO • LID I ( P Q:\Applications'rorms- Applications On Line\3 -2006 - Permit Application. doe Revised: 9 -2006 bit Page 1 of 6 BUILDING PERMIT INFORMA PION 206-431-3670 Valuation of Project (contractor's bid price): $ ___11e D b ,, , _ IA, Existing Building Valuation: $ Scope of Work (please provide detailed information): 0 C'4+ 4 4L4 `q CG�1evv,- 1 0� [ Ili dock, ® add d em is t rt5 wall �J Will there be new rack storage? ❑ Yes ovide 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: *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: Will there be a change in use? ❑ Yes Q:Wpplications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh s kc No If yes, a separate permit and plan submittal will be required. Compact: Handicap: ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: tal PA " "prm ICrs ❑ Automatic Fire Alarm None ❑ Other (specify) Will there be sl'o"rage` or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Floor area of accessory dwelling: Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1$ Floor 2n Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMA PION 206-431-3670 Valuation of Project (contractor's bid price): $ ___11e D b ,, , _ IA, Existing Building Valuation: $ Scope of Work (please provide detailed information): 0 C'4+ 4 4L4 `q CG�1evv,- 1 0� [ Ili dock, ® add d em is t rt5 wall �J Will there be new rack storage? ❑ Yes ovide 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: *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: Will there be a change in use? ❑ Yes Q:Wpplications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh s kc No If yes, a separate permit and plan submittal will be required. Compact: Handicap: ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: tal PA " "prm ICrs ❑ Automatic Fire Alarm None ❑ Other (specify) Will there be sl'o"rage` or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Floor area of accessory dwelling: Page 2 of 6 Mailing Address: PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWJ,AUTHORIZ A11� Signature: Print Name: NAe,1 t r7;a CJi Ir# l%u'3 ol11mp« S Date Application Accepted: Q: Wpplications\Forms- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date: 2 . Od Day Telephone: lap ' ! W "! ' g &c) TuPA' we q L1 %S. Date Application Expires: Staff Initials: Page 6 of 6 Parcel No.: Address: Suite No: Applicant: Receipt No.: R09 -00459 Initials: WER User ID: 1655 Payee: City of Tukwila 7888900121 18435 OLYMPIC AV S TUKW CASCADE ENGINE CENTER CASCADE ENGINE CENTER TRANSACTION LIST: Type Method Descriptio Payment Check 1357 ACCOUNT ITEM LIST: Description doc: Receipt -06 PLAN CHECK - NONRES 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 Account Code 000/345.830 RECEIPT Amount 60.00 Current Pmts 60.00 Total: $60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 D08 -446 ISSUED 09/25/2008 11/24/2008 Payment Date: 03/23/2009 08:54 AM Balance: $0.00 PAYMENT RECEIVED Printed: 03 -23 -2009 Parcel No.: 7888900121 Address: 18435 OLYMPIC AV S TUKW Suite No: Applicant: CASCADE ENGINE CENTER Receipt No.: R08 -03816 Initials: WER Payment Date: 11/24/2008 03:59 PM User ID: 1655 Balance: $0.00 Payee: CASCADE ENGINE CENTER TRANSACTION LIST: Type Method Descriptio Amount Payment Check 48371 649.50 ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE • 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 Account Code Current Pmts 000/322.100 645.00 000/386.904 4.50 Total: $649.50 Permit Number: D08 - 446 Status: APPROVED Applied Date: 09/25/2008 Issue Date: Payment Amount: $649.50 9921 11/25 9707 TOTAL 649.50 r1nn7 RAnAint -(16 Printart 11- 24 -21TIR Parcel No.: 7888900121 Address: 18435 OLYMPIC AV S TUKW Suite No: Applicant: CASCADE ENGINE CENTER Receipt No.: R08 -03367 Initials: WER User ID: 1655 Payee: CASCADE ENGINE • 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1351 419.25 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES RECEIPT Account Code Current Pmts 000/345.830 419.25 Total: $419.25 Permit Number: D08 -446 Status: PENDING Applied Date: 09/25/2008 Issue Date: Payment Amount: $419.25 Payment Date: 09/25/2008 04:13 PM Balance: $649.50 doc: Receiot -06 Printed: 09 -25 -2008 Project: Type of Inspection: Address: 1 Sq 3 S O•-y w l)16 Au Date Called: Special Instructions: Date Wanted: G -_ 2 ea O ! (.m. Requester: c==.-, Phone No: 2.-oC ' - /Gq 1._ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 boa -LH PERMIT NO. Kt (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. "1 COMMENTS: rA r -k �I +1i ' ( f7M I ctor: 60.00 REINSPECTION E REQUIRF�. Prior to inspection, fee must be paid at 6300 Southcent lvd., Suite 100. Call to schedule reinspection. Date: 3 -2�- Receipt No.: !Date: COMMEN 4 /�+- ` /eo e f/ J r ib /m oviD ` —WA- Address: / d 2 /35 oz '/M x/11 i Date Called: v Special Instructions: 'Q —A. //4- a.m. Requester: A/4 5 ie,n- /1 r V Phone No: c.(, 4 -ei 5'P -z. /z y / _ te R , x . 5 4 / i y A 4 4 - 1 / 3- 7 glir =, 4f thedif?' Project a�95g4v� Cr1/G /4/ Type of Ins ection: ,i it/4 / 1 � Address: / d 2 /35 oz '/M x/11 i Date Called: v Special Instructions: Date ante : a.m. Requester: A/4 Phone No: c.(, 4 -ei 5'P -z. /z y CITY OF TUKWILA BUILDING DIVISION P- z , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- INSPECTION RECORD Retain a copy with permit INSPECTION NO. El Approved per applicable codes. Corrections requiyr Inspecto 0.00 REINSPECTION 1 aid at 6300 Southcente Receipt No.: Date: 2.7 Dog- PERMIT NO. EE REQUIRE Prior to inspection, fee'must be Blvd., Suit 100. Call to schedule reinspection. 'Date: proval. /1 Project: Gt�'e) i Type of Inspection: - r , r e T: 0 4 L Hood & Duct: Address: /q$5- Suite #: , / ' c A r Contact Person: Jn d r 5S v Special Instructions: Phone No.: Needs Shift Inspection: ,tJ Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: I INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 - 206- 575 -4407 COMMENTS: 0,0 y Inspector: Spy Date: 3/7 Sid Hrs.: 1 (R Approved per applicable codes. Fl Corrections required prior to approval. $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 Fireproofing Aggregates Shotcrete Concrete Masonry A s p h a l t Roofing P i I i n g S t e e l S o i l s W o o d January 13, 2009 File: 08 -340 Building Official City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Address: Permit No.: This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of those reports have already been sent. 1. Reinforced concrete 2. Epoxy grouting To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, IBC and related codes and /or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. Kimberle Anderson President Cascade Engine Center 18435 Olympic S. D08 -446 a o l eit cc: Cascade Engine Center LLC -Don Stark Donovan Brothers t) "v1 ot A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCEPTED LABORATORY Tel: (425) 881 -5812 Fax (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 • Redmond, WA 98073 C/ F Eg 18 2009 DEVELOP i=Nfi A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite C101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Client Name: Cascade Engine Center, LLC Contact: Don Stark Client Address: 18435 Olympic Ave. S. Tukwila, WA 98188 Date: 1/6/2009 Supplier: Miles Material Data: Cement Plant Number: 201 Mix Number: 0160A Truck Number: 156 Ticket Number: 218048 Number of Samples: 4 Yards placed: 7 Design Strength: 3000 Inspection Performed: Reinforced Concrete Location: Elevated slab on fill Grid Lines: Southwest loading Field /Material Report Report #: 73721 Project Number: 08 -340 Permit # B08 -446 Project Name: Cascade Engine Center Address: 18435 Olympic Ave. S. Air Temperature: 44 F Concrete Temperature: 66 F ASTM C 1064 Air Content: % ASTM C 231 Slump: 6 " ASTM C 143 Time Sampled: 10:10:00 AM Added Water: 12 ByWhom: Contractor Air Entrainment (oz /yard): 5.6 Admixtures (oz /yard)) : WB NC -534 33.7 Remarks: Resteel placed per plans and specifications. Conrete placed from chute of truck and consolidated. Water added was part of allowable shown on batch ticket. L; Conforming to approved plans Inspector: Otto, Bob 2nd Inspector: 3rd Inspector: Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 900023 1/13/2009 7 4 X 8 12.6 1/1 50750 4040 C 1231 Pad Cap 900024 2/3/2009 28 4 X 8 12.6 1/1 63690 5070 C 1231 Pad Cap 900025 2/3/2009 28 4 X 8 12.6 1/1 64610 5140 C 1231 Pad Cap 900026 2/3/2009 28 4 X 8 12.6 1/1 64020 5100 C 1231 Pad Cap Distribution: L; Client j.! Contractor _ Owner Date Mailed: L Municipality 0 Engineer Architect Tested By: Mike Holtz ci Distribute Other Reviewed: Mike Blackwell All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum - minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden. Date: Field /Material Report Report #: 73721 A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite 0101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Client Name: Contact: Client Address: 18435 Olympic Ave. S. Tukwila, WA 98188 Supplier: Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Grid Lines: Distribution: Cascade Engine Don Stark 1/6/2009 Miles Cement 201 0160A 156 218048 4 Yards placed: 7 Design Strength: 3000 Inspection Performed: Reinforced Concrete Location: Elevated slab on fill Southwest loading Remarks: Resteel placed per plans and specifications. Conrete placed from chute of truck and consolidated. Water added was part of allowable shown on batch ticket. C Conforming to approved plans Inspector: Otto, Bob 2nd Inspector: Samples Tested in Accordance with ASTM: Sample ID Test Date Age 900023 1/13/2009 7 'JELOX Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Air Entrainment (oz /yard): Admixtures (oz /yard)) : C 1231 C 31 C 172 C 39 Size Area Set # Total Load 4 X 8 12.6 1/1 50750 Project Number: Permit # Project Name: Address: [ Client 0 Contractor ❑ Owner W Municipality ❑ Engineer ❑ Architect ❑ Distribute Other 44 F 66 F ° lo 6" 10:10:00 AM 12 5.6 08 -340 B08 -446 Cascade Engine Center 18435 Olympic Ave. S. WB NC -534 33.7 3rd Inspector: ASTM C 1064 ASTM C 231 ASTM C 143 ByWhom: Contractor PSI Method Fracture Type 4040 C 1231 Pad Cap Date Mailed: Tested By: Mike Holtz Reviewed: Mike Blackwell All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum - minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden. Client Name: Cascade Engine Center, LLC Contact: Client Address: Date: Field /Material Report Report #: 73721 A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N Park 180, Suite C101,.Redmond, WA 98052 Phone 425.881.581'2 Fax 425.881.5441 Supplier: Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Distribution: Don Stark 18435 Olympic Ave. S. Tukwila, WA 98188 1/6/2009 Miles Cement 201 0160A 156 218048 4 Yards placed: 7 Design Strength: 3000 Inspection Performed: Reinforced Concrete Location: Elevated slab on fill Grid Lines: Southwest loading Remarks: Resteel placed per plans and specifications. Conrete placed from chute of truck and consolidated. Water added was part of allowable shown on batch ticket. ',/1 Conforming to approved plans Inspector: Otto, Bob 2nd Inspector: Samples Tested in Accordance with ASTM: Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 900023 1/13/2009 7 4 X 8 12.6 1/1 50750 4040 C 1231 Pad Cap IV Client f, Municipality L Distribute Other Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Air Entrainment (oz/yard): Admixtures ( oz/yard)) : C 1231 C 31 C 172 C 39 k Contractor L Engineer Project Number: Permit # Project Name: Address: Owner H Architect 44 F 66 F 6" 10:10:00 AM 12 5.6 WB NC -534 08 -340 B08 -446 Cascade Engine Center 18435 Olympic Ave. S. 3rd Inspector: ASTM C 1064 ASTM C 231 ASTM C 143 ByWhom: Contractor 33.7 Date Mailed: Tested By: Mike Holtz Reviewed: Mike Blackwell All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum - minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden. Client Name: Contact: Client Address: Date: 12/31/2009 Supplier: Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Yards placed: Design Strength: Miles Cement 201 01550 M096 217938 4 3/3 3000 Inspection Performed: Reinforced Concrete Location: New loading dock foundation walls Grid Lines: Samples Tested in Accordance with ASTM: Sample ID Test Date Age 812159 1/7/2009 7 Distribution: Cascade Engine Center, LLC Don Stark 18435 Olympic Ave. S. Tukwila, WA 98188 Size Client V Municipality ❑ Distribute Other Field /Material Report A.A.R. Testing Laboratory, inc. 7126 180th Ave.N.E., Park 180, Suite 0101, Redmond, WA 98052 Phone 425,881. Fax 425.881.5441 4X8 12.6 1/1 49800 C1231 C31 C172 C39 Area Set # Total Load Project Number: Permit # Project Name: Address: Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Air Entrainment (oz /yard): Admixtures (oz /yard)) : C Contractor ❑ Owner ❑ Engineer ❑ Architect Report #: 72663 35 F 51 F 33/4 " 8:30:00 AM 8 08 -340 D08 -446 Cascade Engine Center 18435 Olympic Ave. S. 3rd Inspector: ASTM C 1064 ASTM C 231 ASTM C 143 ByWhom: Contractor Remarks: Reinforcing is ASTM A615 grade 60 of proper size, spacing , number, slab dowels, clearances and splice lengths as per approved plans. Concrete was placed via chute and mechanically consolidated. Water added was part of 16.4 allowable per batch plant ticket. Conforming to approved plans Inspector: Flint, Sean 2nd Inspector: PSI Method Fracture Type 3960 C 1231 Pad Cap Date Mailed: Tested By: Mike Holtz Reviewed: Mike Blackwell All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum - minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden. .AkAiR�Tes#ing Laboratory, lnc.:74:261'80th.AveEN'E Park 180,. Suitec1'04,, : Redmond, WA98052 tPhone425 881.5812aFax _ Client Name: Cascade Engine Center, RECEIVED E VED Project Number: 08 -340 Contact: Don Stark ' . �j Permit # D08 -446 Client Address: 18435 Olympic Ave. S. ' ' "' Project Name: Cascade Engine Center Tukwila, WA 98188 GUM'YttJNtj r @i= V V- .i- 8RWiyfi Address: 18435 Olympic Ave. S. Date: 12/31/2008 Supplier: Miles Material Data: Cement Plant Number: 201 Mix Number: 01550 Truck Number: M096 Ticket Number: 217938 Number of Samples: 4 Yards placed: 3/3 Design Strength: 3000 Inspection Performed: Reinforced Concrete Location: New loading dock foundation walls Grid Lines: Remarks: Reinforcing is ASTM A615 grade 60 of proper size, spacing , number, slab dowels, clearances and splice lengths as per approved plans. Concrete was placed via chute and mechanically consolidated. Water added was part of 16.4 allowable per batch plant ticket. Conforming to approved plans Inspector: Flint, Sean 2nd Inspector: Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 812159 1/7/2009 7 4 X 8 12.6 1/1 49800 3960 C 1231 Pad Cap Distribution: tni Client G Contractor ❑ Owner Date Mailed: Municipality ❑ Engineer ❑ Architect Tested By: Mike Holtz ❑ Distribute Other Reviewed: Mike Blackwell All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum - minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden. Field /Material Report Report #: 72663 Air Temperature: 35 F Concrete Temperature: 51 F ASTM C 1064 Air Content. % ASTM C 231 Slump: 3 3/4 " ASTM C 143 Time Sampled: 8:30:00 AM Added Water: 8 ByWhom: Contractor Air Entrainment (oz/yard): Admixtures (oz/yard)) : 3rd Inspector: • A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E.,:Park 180, Suite 0101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Client Name: Cascade Engine Center, LLC Contact: Don Stark Client Address: 18435 Olympic Ave. S. Tukwila, WA 98188 Date: 12/11/2008 Supplier: Miles Material Data: Cement Plant Number: 201 Mix Number: 01550 Truck Number: MO20 Ticket Number: 217809 Number of Samples: 4 Yards placed: 2.5 Design Strength: 3000 Inspection Performed: Reinforced Concrete Location: Footings, new loading dock wall. Grid Lines: Field /Material Report Report #: 72668 Project Number: 08 -340 Permit # 008 -446 Project Name: Cascade Engine Center Address: 18435 Olympic Ave. S. Air Temperature: 47 F Concrete Temperature: 60 F ASTM C 1064 Air Content: % ASTM C 231 Slump: 4 1/2 " ASTM C 143 Time Sampled: 1:45:00 PM Added Water: 5 ByWhom: Contractor Air Entrainment (oz /yard): Admixtures (oz /yard)) : Remarks: Reinforcing is ASTM A615 grade 60 of proper size, number. spacing, wall dowels, clearances and place lengths as per approved plans. Concrete was placed via chute and mechanically consolidated. Footing size, width and depth per plan. k Conforming to approved plans Inspector: Flint, Sean 2nd Inspector: 3rd Inspector: Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 811952 12/18/200 7 4 X 8 12.6 1/1 59360 4730 C 1231 Pad Cap 811953 1/8/2009 28 4 X 8 12.6 1/1 77780 6190 C 1231 Pad Cap 811954 1/8/2009 28 4 X 8 12.6 1/1 79940 6360 C 1231 Pad Cap 811955 1/8/2009 28 4 X 8 12.6 1/1 78430 6240 C 1231 Pad Cap Distribution: V Client 11 Contractor Owner Date Mailed: L Municipality Engineer V Architect Tested By: Mike Holtz E Distribute Other Reviewed: Mike Blackwell All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum - minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden. RECEC JAN 1R 21: D EVELOPMENT PM Field /Material Report Report #: 72668 A.A.R. Testing Lab ro atory 71,26 180th Ave.N.E., Park 180, Suite C101, Redmond, "1NA 98052 Phone 425881.581 Fax 425.881.5441 Client Name: Contact: Client Address: Date: 12/11/2008 Supplier: Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Yards placed: Design Strength: Inspection Performed: Reinforced Concrete Location: Footings, new loading dock wall. Grid Lines: Remarks: Reinforcing is ASTM A615 grade 60 of proper size, number, spacing, wall dowels, clearances and place lengths as per approved plans. Concrete was placed via chute and mechanically consolidated. Footing size, width and depth per plan. v/' Conforming to approved plans Inspector: Flint, Sean 2nd Inspector: Samples Tested in Accordance with ASTM: Sample ID Test Date 811952 811954 811955 Distribution: 12/18/200 1/8/2009 1/8/2009 Cascade Engine Center, LLC Don Stark 18435 Olympic Ave. S. Tukwila, WA 98188 Miles Cement 201 01550 MO20 217809 4 2.5 3000 Age Size 7 28 28 4 X8 4X8 4X8 1v Client Municipality ;_ J Distribute Other Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Air Entrainment (oz/yard): Admixtures (oz/yard)) : C 1231 C 31 C 172 C 39 Area Set # Total Load 12.6 1/1 59360 12.6 1/1 79940 12.6 1/1 78430 [1,,j Contractor Li Engineer Project Number: Permit # Project Name: Address: Owner Architect 08 -340 008 -446 Cascade Engine Center 18435 Olympic Ave. S. 47 F 60 F ASTM C 1064 ASTM C 231 4 1/2 " ASTM C 143 1:45:00 PM 5 3rd Inspector: ByWhom: Contractor PSI Method Fracture Type 4730 C 1231 Pad Cap 6360 C 1231 Pad Cap 6240 C 1231 Pad Cap Date Mailed: Tested By: Mike Holtz Reviewed: Mike Blackwell All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum - minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden. A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite 0101, Redmond, WA 98052 Client: Cascade Engine Center, LLC 18435 Olympic Ave. S. Tukwila. WA 98188 Contact: Don Stark Inspection Performed: Epoxy Date: 12/11 /2008 Distribution: Distribute Client Distribute Engineer '/ Distribute Municipality Distribute Architect Field Report Report #: 48856 Phone 425.881.5812 Fax 425.881.5441 Distribute Owner Distribute Other Distribute Other Project Number: Permit #: Project Name: Address: Time: 1:00:00 PM I.' Distribute Contractor 08 -340 D08 -446 Cascade Engine Center 18435 Olympic Ave. S. Temperature: 50 Inspected installation of #5 x 3'0" rebar dowels via epoxy method. All holes were drilled to 6" minimum depth per A /S1.0. Holes were cleaned with compressed air and a nylon brush. Epoxy used was Simpson SET -22 expiration date 6/30/2010. Inspector: Flint, Sear. Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden ® ® SHUTLER CONSULTING ENGINEERS, INC. 12503 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425) 450 -4075 FAX (425) 450 -4076 JOB CASCADE ENGINE SHEET NO. COVER CALCULATED BY JJS CHECKED BY SCALE JOB NUMBER 08 -38 OF DATE 8/28/2008 DATE STRUCTURAL CALCULATIONS FOR: CASCADE ENGINE TENANT IMPROVEMENT BUILDING 310 SOUTHCENTER SOUTH INDUSTRIAL PARK TUKWILA, WASHINGTON PROPOSED BY: PUMBA PROPERTIES, LLC 9800 - 40 Avenue South Seattle, Washington 98118 (206) 227 -3100 * Fax (206) 315 -1163 ARCHITECT: N/A DESIGN CRITERIA: 1ttig PL I�►NCE CODE COMPLIANCE APPROVED FL . OPY Permit No. CODE INTERNATIONAL BUILDING CODE, 2006 Edition ROOF LIVE LOAD 25 PSF (SNOW LOAD) WIND LOAD 85 MPH ZONE, EXPOSURE "B" INTERIOR DEMISING WALL..... 5 PSF LATERAL LOAD SEISMIC DESIGN INFORMATION: SS = 138.90 % SDS = 0.926 RECEIVED S = 47.50 % SDI = 0.483 SEP 252008 C = .185 R = 5.0 1 = 2.5 PERMIT CENTER 0 1)8- ,E= 1.0 0 SITE SOIL CLASS = "D ", ASSUMED SEISMIC DESIGN CATEGORY = D OCCUPANCY CATEGORY = II SOIL BEARING CAPACITY PER THE ORIGINAL CONSTRUCTION DRAWINGS IS AS FOLLOWS: EXTERIOR FOOTINGS — 1,500 PSF FOR DEAD LOADS ONLY 2,000 PSF FOR DEAD PLUS SNOW & WIND OR SEISMIC INTERIOR FOOTINGS — 2,500 PSF NMI OM ® vim 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450 -4076 57f4. <S't 1 J ...- v_i_n % Ian W W-! l 1 - Boo. - ias . - 3 - -- - - - - tp.ii9ti boot. r7'} cT/ Olt) ITT -_ SHUTLER CONSULTING ENGINEERS, INC 3 r419--$- _ Clbbi) ___� �/�Z`� .137'7/O i Lja.PE2inex) I SHEET NO SCALE JOB eft rtOal 6 sWe CALCULATED BY *,I 6 DATE A- p 2 -as i r 1 r I - ooa cA4z 3.68 J _ i _ 6' !/.5riA/ 7 � �13 .$7,19e-1/1/ OF Time w/ 4 -4 -/ Yy T-6-) Lo4o� a )(s wo 1 a L7s bY � - ; 712 " 1 1 . -. ' .-,; Spacing (S)iiiticfllifenit '..:.(iri)13.c „ a • ,,, .:, Apt .,5,p0, ,. ;L/240 .: `:. -17 1:/' 360' ,..... „f, ;_„. *',-7.52psf, :. .4.:/12'0''.. • ''''f.:/240;.' ..•:...., - ii., , '. . L/360'. :.„ :.t.„.... '',. ”, .13125 .' LI240';': ' :E/360 . 400S125-18 12 400S125-18 16 4006125-18 24 • 400S125 . . - 12 4005125=27 16 , , 4005125-27 ' 24' 4005125-30 12 4005125-30 16 4005125-30 24 4008125 - , ,' - 12 400S125 . ..- - , . 16 - „ 4:505126733.. _' ' ..- - 24_ 400S125-43 12 4005125-43 16 4005125-43 24 4, ;12".. • 490,S12-54(50ksi) r .16' 480.025-54.(56ii) : ,... 24 .: . , 400S125 (50 ksi) 12 4005125-68 (50 ksl) 16 4005125-68 50 ksi 24 18' 8" f 16' 2"1 13' 2" f 224" 20' 3" . . 17' 8" 1 23' 1" 21' 0" 18' 4" : 23'11" ; , 21'.8" 18'11" • 260" 23' 8" 20' 8" .27'; - 25',4" '' 29' 10" 27' 1" 23' 8" 151" 139" 12' 0" 178" 15 1" 14' 0" 18' 4" 16' 8" 14' 7" 18'. 11" 1T 3" ,15' 0".. 20' 18' 9" 16' 5" . 22'1" * 26'1" ' lr_,r . ..' n - 151.4" 23' 8" 21' 6" 18' 9" 13' 2" 12' 0" 10' 6" '15' 5 , 14' 0" 123" 150" 14' 7" 12' 8" r , 16' r ...i :::15' 0" .. • ,13' r • 18' 0" 16' 5" 14' 4" ',. 194 ' ', 1T 6". " 20' 8" 18' 9" 16' 5" 152" f 13' 2" f 10' 9" f 19' 6" 1T 8" 1 14' 51 20' 2" 18' 4" 15' 4" f 25 10" 18' 11" '16 5 1 22' 9" 20' 8" 18' 0" 244" '22' 1" .1 . 19' 4" ' 26' 0" 23' 8" 20' 8° 13' 2" 12' 0" 10' 6" 155" 14' 0" 12' 3" 16' 0" 14' 7" 128" 16' r 150" 13 18' 0" 16' 5" 14' 4" 19' 4^ . 17', 6" -'.. -15 4- 20' 8" 18' 9" 16' 5" 11' 6" 10' 6" 9' 2" 136" 12 3! . 10' 8" 14' 0" 12' 8" 111' 145",1* , 152' . 1.1.'..6. . 159" 14' 4* 12' 6" . 15,10" 15 : Wr_ 181" 16' 5" 14' 4" 13' 2" f 12' 0" 10' 6" 11' 5" f 10' 11" 9' 6" 9' 4" f 9' 4" f 8' 4" 17' 8" f 14' 0" 12'3" . 15' 3" f . 12' 9" 11' 2"' - 12' 6" 1 11' 2" - 9'9" 18' 4" 14' 7" 12' 8" 163" f 13' 3" 11' 6" 13' 3" f 11' 6' 10' 1" ' 18' 11" .!15 0",. ' :.•15.2" '. 17' 3" .-. . 13' 8"' "11'11"'' 114.2 . y1.1.,:11 . 15 6": 20' 8" 1e' 5" 14' 4" 18' 9" 14' 11" 13' 0" 16' 5" 13' 0" 11' 4" . _22 ''17',6"; • '154 . ' 251". . 15'11" . -.13'11' :',. 1i'67 ', 13.',411':', '• 122" - 238" 18' 9" 165 21' 6" 17 1" 14' 11" 18' 9" 14' 11" 13' 0" 6005125-27 12 600S125-27 16 6005125-27 24 6006125 . - ' 12 , , , , . 6005,125,30 ', - ' . 16 ' , 5005125 ..„ S._•, . ■,', ,. 24 • : 600S125-33 12 6005125-33 16 600S125-33 24 60d : .-, - -.- .-- - 12 6006125-43 ,.. • 16 •■• 6.066125=43: ...... ,224 6005125-54 (50 ksl) 12 6005125-54 (50 ksi) 16 6005125-54 (50 ksl) 24 600S12566(55kii) - : ', - 12 , 6005125 5010): ''' , - 16 ' ".:378" 6066125:68 50' icsi .. 24 " --' 31' 0" f 26' 10" f 21' 11"f ' 32' 0" 29' 1" .:. 24' 1" f 33' 1" 30' 1" 26' 3" ' 1" . 32''10:.' i28'..8 . • 38' 8" 35' 2" 30' 9" ' .41'.6" -., .32 24' 8" 22' 4" 19' 6" 25' 5" 23'- 1" 20' 2" - 26' 3" 23' 11" 20' 10" ' 25 8" . 26'. 0" •,• 22 :9", 30' 9" 27' 11" 24' 4" 32 , '29'11" .26' 2" 21' 6" 19. 6" 17' 1" 22' 2" . 20' 2" 1T 7" ' 22' 11" 20' 10" 18' 3" '425'. 0" -. ' : 22' 9" - : - 26' 10" 24' 4" 21' 3" .1. 28!9" • ° • ,' 26' 2"' - :22' 10" - 25' 4" f 21' 11" f 17' 111 27' 10" f .24' 1" f 19'.8"t 28' 11" 26' 3" 21' 10" f . :31 ' '28' 8 -25',0"- ■ 33' 10" 30' 9" 26' 10" * 36' 3" . - ..32' 11" 28' 9" 21' 6" 19' 6" 17' 1" • 22' 2" 20' 2" 17'7" 22' 11" 20' 10" 18' 3" .25'. 0", . 22'. 9 15 10 26' 10" 24' 4" 21' 3" 25.9" - '26'2" - • 22' 10" ' 18' 9 171" 14' 11" 195" 177" • 155" . 20' 1" 18' 3" 1511" ., 21':1 0" : 19!10" .,.17 23' 5" 21' 3" 18' 7" ;25 1" ' • 22' "10" ' • ..15 11." ' IN■100.... 21' 11" f 19' 6° 17' 1" 19' 0" 1 17' 9" 15' 6" 15' 6"f 15' 6"f 13' 6" 24'.1" f 20,' 2" 1T 7" . , 20' 10" f 18' 4" .; ' 15 0", .. • 17' ,5"'f 1' 15 0" ' ' . 1,..40" . . 26' 3" 211'1 18' 3" 23' 2" f 18' 11" 16' 6" 18' 11" f 16' 6" 14' 5" ' 28' . 81: : 22 9^ ' --- 19'10 r;. . 26%0". • : 20' ',El" . :.. - :18 E 0". ' ,. 21-7^1:* 180 . ' 159%, 36' 9" 24 21' 3" 27' 11" 22' 2" 19' 4" 24' 4" 19' 4" 16' 11" •: , • 262" .,-,22'10" '• ' - --29" 11". :. -23'29 .-- ": 26',9" --., ' 25 2" ' ,. 25 91 ..18'-j"' 800S125-43 12 8005125-43 16 8005125-43 24 800512554 (50 kpl) ' , 12 , ' 800S125 54(50 ksi) . ' ' 16 ' : 8006125,54 - (50 ksi) ._ -, 24 . 8005125-68 (50 ksi) 12 8005125-68 (50 ksi) 16 8005125-68 (50 ksi) 24 45' 11" 41' 8" 36' 5" . 49' 3" . '44' 9" ' ' '351" 52' 10" 48' 0" 41' 11" 36' 5" 33' 1" 28' 11" 39' 1? ' 35 6". 31' 0". : 41' 11" 38' 1" 33' 3" 31' 10" 28' 11* 25' 3" ...• 34'1" • , .1.2T1° 36' 8" 33' 3" 29' 1" 40' 1" 36' 5" 31' 10" 43' 0" 39' 1" • 34' 1" 46' 2" 41' 11" 36' 8" 31' 10" 28' 11" 25' 3" 34' 1" ' 31' 0 27 1" 36' 8" 33' 3" 29' 1" 27' 9" 25' 3" 22' 0" -29'10" 27 1 25.8" 32' 0" 29' 1" 25' 5" ,.......",,-,_ r 36' 5 " 28' 11" 25' 3" 33' 1" 263" 22' 11" 28' 0" f 22' 11" 20' 0" . ; 35" . :', 310", , . 27' 1" - 1 3 r ,.- 28 2 ,. - ,24‘.7": 31' 0" ' ',• 24 7 .'', 21f:5 41' 11" 33' 3" 29' 1" 38' 1" 30' 3" 26' 5" 33' 3" 26' 5" 23' 1" L Flexural stress controls allowable wall height See Interior Non-Structural Non-Composite Table Notes on page 14 imitin Height i SSMA Interior Non-Structural Non-Composite 15 Description Fastener Type Shank Diameter in. (mm) Min. Embedment in. (mm) 2000 psi (1 3.8 MPa) 3000 psi (20.7 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Tension Ib (kN) Shear Ib (kN) Tension Ib (kN) Shear Ib (kN) Tension Ib (kN) Shear Ib (kN) Tension Shear Ib (kN) Ib (kN) Dome Head Nail X -DNI 0.145 (3.7) 5/8 (16) - - - - 45 (0.20) 60 (0.27) 3 /4 (19) 70 (0.31) 90 (0.40) 165 0.73 95 (0.42) 140 (0.62) 230 1.02 90 (0.40) 120 (0.53) 190 0.85 110 (0.48) 160 (0.71) 110 (0.49) 125 (0.56) 75 (0.33) 130 (0.58) 95 (0.42) 195 (0.87) 1 (25) 155 (0.69) 185 (0.82) 335 1.49 1 38 280 1.25 215 0.96 0.145 (3.7) 0.138 (3.5) 3 /4 (19) 55 (0.24) Dome Head Nail X -ZF 90 0 1 . 70 (0.31) 105 (0.4 90 (0.40) 125 (0.56) _ - 1 (25) 80 (0.36) I.I 105 (0.47) 155 (0.69) 130 (0.58) 180 (0.80) _ - 1 32 125 0.56 200 0.89 150 0.6 220 0.98 180 0.80 260 1.16 _ - Flat Head Nail 45 ( 105 (0.47) _ 3 /4 ( _ X -CF 0.138 (3.5) (25) 75 ) (0.33) 130 (0.58) - - - - - - 1 32 120 0.53 180 0.85 - - - - - - Heavy Duty X -ALH Dome Head Nail 0.177 (4.5) 3/4 19 - - _ 90 0.40 95 0.42 75 0.33 95 0.42 11/4 32 _ _ _ 300 1.33 270 1.20 215 0.96 265 1.18 Dome Head Nail DS 0.177 4.5 150 0.6 250 1.11 205 0.91 275 1.22 330 1.4 - - Dome Head Nail X ZF22P8T 0.138 3.5 3 /4 19 55 0.24 90 0.40 70 0.31 105 0.4 90 0.40 125 0.56 - - 1 /4 "- 20 Threaded Stud W6 0.145 3. 1 '/ 8 29 90 0.40 160 0.71 115 0.51 225 1.00 145 265 1.18 '- - 3/8" -16 Threaded Stud W10/W10K 0.205 5.2 1 32 220 0.98 390 1.73 280 1.25 445 1.98 .65 345 1.53 500 2.22 - - Flathead Track Nail X CF20THP 0 3.5 5 / a 16 45 0.20 75 0.33 - - - - - Stainless Steel Nail X -CR 0.145 3. 1 25 _ _ 95 0.42 200 0.89 100 0.44 200 0.89 105 0.4 200 0.89 Forming Nail SL62 SL44 0.145 (3.7) 1 (25) 55 (0.24) 100 (0.44) _ - - - - - 30 0.13 55 0.24 - - - - - - Flat Head X -ZF -MX Nail Magazine 0.138 (3.5) 0.145 (3.7) 3 (19) _ _ 70 (0.31) 85 (0.38) 85 (0.38) 140 (0.62) _ - 11/4 (32) - - 125 (0.56) 150 (0.67) - - - - 17/32 31 _ _ 140 0.62 175 0.78 - - - - Flat Head Nail X-DW 0.118 5 /8 (16) 25 (0.11) 55 (0.24) 45 (0.20) 60 (0.27) 50 (0.22) 60 (0.27) (3.0) 3 /4 (19) 50 (0.22) 70 (0.31) 90 (0.40) 70 (0.31) 90 (0.40) 70 (0.31) _ Votes: 1. Values are for fastener onl Atta h d Allowable Loads in Normal Weight Concrete' 3.2.3 3.2.3.1 Technical Data y . c e .,...,..,.4...t........-. be in v e stiga t e d separa ely. 2. Allowable values are calculated using a factor of safety of 8. 3. Multiple fasteners are recommended for any attachment. Powder Actuated Fastening Systems DX Fastener Technical Data 26 US: 1- 800 - 879 -8000 / www.us.hilti.com I Hilti Product Technical Guide 2002 1 Canada: 1- 800 - 363 -4458 / www.ca.hilti.com __ All11111 _ ! . SHUTLER ®: CONSULTING NEW Vaii .ENGINEERS, INC. 12503 Bel -Red Road, Suite 100 Bellevue, WA 98005 (425) 450 -4075 ` FAX (425) 450 -4076 Seismic Criteria: Occupancy Category, 1, 11, 111 or IV Seismic importance factor, I, Mapped spectral response for short periods, S Mapped spectral response acceleration at a period of 1 second, Site soil class Response modification factor, R n c Average roof height Long period transition period, T T C * (h n ) x ,x =0.75 F F Maximum spectral response acceleration at short periods, S = F * Ss Maximum spectral response acceleration at 1- second, S = F„ * S Design spectral response acceleration at short periods, Sips = 2/3 * SMS Design spectral response acceleration at 1- second, SD1 = 2/3 * S Seismic Design Category based on short period response acceleration Seismic Design Category based on 1- second period response acceleration Seismic Design Category, choose most severe of above two. Cs= SD /(R/I) If T < T then Cs(max) = SD1 / ( T* (R/I)) If T > T then CS(max) = Sol * 11 / ( * (R / I )) Cs(min) = 0.01 If S is equal to or greater than 0.6g, then C S(min) = 0.50 * S / ( R/I ) Seismic Design Force V =Cs *W = 0.185 W Diaphragm Shear force Fpx(min) = 0 .2 * Sips * I * WPX Fpx ax) = 0.4 *SDS *I *WPx File:Seismic cover ASCE 7- 05.xls, modified 12 -5 -07 = 0.185 WPX = 0.370 WPx JOB Cascade Engine LATERAL ANALYSIS & DESIGN SHEET No. OF CALCULATED BY 1.1S DATE 8 -27 -08 SCALE S 1 = 1.00 = 138.90: % = 47.50 % D < = .0 = 0.256 Sec. 1.000 1.525 1.389 = 0.724 = 0.926 = 0.483 = D = D 0.185 Controls 0.377 N.A. = 0.010 = N.A. LAr►?r -' E I 10 n ° 0tG•i Lcie l Tune W I t 2 1 S.1G S 4 14706.119 YW122:15:1i €Ekva7ioq:� 12]1fed i II;A - Phote ?Zoom 100% Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.44 Longitude = - 122.25 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) (g) 0.2 1.389 (Ss, Site Class B) 1.0 0.475 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.44 Longitude = - 122.25 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1.0 ,Fv = 1.525 Period Sa (sec) (g) 0.2 1.389 (SMs, Site Class D) 1.0 0.724 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.44 Longitude = - 122.25 SDs = 2/3 x SMs and SD1 = 2 /3xSM1 Site Class D - Fa = 1.0 ,Fv = 1.525 Period Sa (sec) (g) 0.2 0.926 (SDs, Site Class D) ERSIING RAINIER BUILDING CONC STARS 59764i SO. FT. w/HANDRNL 18435 OLYiAPiC A1EENUE SOUTH APN 768890- 0121 -07 1 L01NG CANOPY C. 1m. rte t ,eCI1[1,T CAA UFTFR OONC STEPS VIAETAL HANDRAIL nRE EVOIGREEN HEDGE . lp • 5' UTUTY EASDIENT REC. ND. 7704210775, 8201040374 AND 9309021330 I PAD IS 42" High I This is the current size pad and the addition we would like to add to it. This will not be used for a loading clock but we are going to put a temp aluminum building on it and use it for testing engines. 30 feet 0 4" PVC pipe for future lines for our test pad operation. 9 feet add on area for pad 19 feet Current pad onsite 30 feet V • rvL Roll-Up Door • Sprinkler System Protected Sprinkler System Protected Section A CASCA Engine Center, LLC Downstairs Offices Sprinkler System Protected r Warehouse Use: Storage of New Diesel Engines L Sprinkler System Protected Section A. Room Use: Light Manufacturing ►�J PermIt No. ^" .. t `• i f . . r) .a CORRECTION LTR #� "D 0 8- H RECEIVED NOV 17 2008 PERMIT CENTEI- February 24, 2009 Melissa Birt 18435 Olympic Ave S Tukwila WA 98188 RE: Letter of Incomplete Application # 2 to Revision #1 Development Permit Application D08 -446 Cascade Engine Center — 18435 Olympic Ave S Dear Ms. Birt, This letter is to inform you that the resubmittal for your revision received at the City of Tukwila Permit Center on January 28, 2009 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Sincerely, 1. Provide a plan showing the scope of this revision. Provide the location of the wall to be eliminated and cloud that wall. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. fer Marshall it Technician Enc osures File: D08 -446 • City o, j7u`, ,, ; la Department of Community Development Jack Pace, Director P:\Permit Center \lncomplete Letters \2008 \D08 -446 Incomplete Ltr #2 -Rev #1.DOC jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 January 29, 2009 Melissa Birt 18435 Olympic Ave S Tukwila WA 98188 RE: Letter of Incomplete Application # 1— Revision #1 Development Permit Application D08 -446 Cascade Engine Center — 18435 Olympic Ave S Dear Ms. Birt, This letter is to inform you that your revision to your permit received at the City of Tukwila Permit Center on January 28, 2009 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, e' — ::), J9 g oiltv\.. 9 r0._ Bill Rambo Permit Technician Enclosures File: D08 -312 • Ciiy of Tukwila 1 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 1. Please provide altered plans for this revision. P:\Permit Center\Incomplete Letters\2008\DO8 -446 Incomplete Ltr #1 -Rev #1.DOC wer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431.3665 October 9, 2008 Don Stark 18435 Olympic Avenue S Tukwila, WA 98188 • Ciiy of Tukwila Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #1 Development Application Number D08 -446 Cascade Engine Center —18435 Olympic Avenue S Dear Mr. Stark: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time, the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 - 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete 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 messenker service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, 4latike- koLY Brenda Holt Permit Coordinator encl File No. D08 -446 P:\Permit Center \Correction Letters \2008\D08 -446 Correction Ltr #1.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • a Building Division Review Memo • • Date: October 8, 2008 Project Name: Cascade Engine Center Permit #: D08 -446 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please specify on the plans indicating if the building is a sprinkled building. 2. Please provide notes to indicate fire sprinklers shall be provided or exist within the room. 3. Identify the purpose for the new room. In addition identify the use of the warehouse. Show exits and exit access pathways. 4. Plans need to identify type of sheathing to be applied to the wall studs. Specify fasteners and spacing of fasteners. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: D08 -446 DATE: 03 -18 -09 PROJECT NAME: CASCADE ENGINE CENTER SITE ADDRESS: 18435 OLYMPIC AV S Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 2 X Revision # 1 After Permit Issued DEPARTM TS: 3 0q Bui ding Division 1 Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 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 ri REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved 1 1 Approved with Conditions 1 Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY • PLAN REVIEW /ROUTING SUP Fire Prevention Structural Incomplete Structural Review Required No further Review Required ri n Planning Division ❑ Permit Coordinator ❑ DUE DATE: 03-19-09 DATE: DUE DATE: 04-16-09 DATE: Not Applicable ri Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -446 DATE: 02 -18 -09 PROJECT NAME: CASCADE ENGINE CENTER SITE ADDRESS: 18435 OLYMPIC AVE S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: � � �� . +01 Building 'vision ► Public Works Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 Mi WON' 11) Culf • PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thur .) DUE DATE: 02 -24 -09 Complete n Incomplete Not Applicable U Permit Center Use Only .i INCOMPLETE LETTER MAILED: 1 . r LETTER OF COMPLETENESS MAILED: / 1 -' Departments determined incomplete: Bldg M Fire ❑ Ping ❑ PW ❑ Staff Initials: / l Structural Review Required u n No further Review Required DATE: Planning Division Permit Coordinator n DUE DATE: 03-24 -09 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -446 DATE: 01 -28 -09 PROJECT NAME: CASCADE ENGINE CENTER SITE ADDRESS: 18435 OLYMPIC AVE S Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # 1 After Permit Issued DEPARTMENTS: Building Divi . sion S N 4 1 - }', j Public Wo s 1, Complete Documents/routing stip.doc 2 -28-02 V' • PLAN REVIEW /ROUTING SLIP 4M N /A- Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES/THURS ROUTING: Please Route n Structural Review Required [7( II sM N /4- l-21-o9 Planning Division. Permit Coordinator DUE DATE: 01 -29-09 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ffi Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required n REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 02 -26-09 Approved n Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: f 120.4 Complete Comments: Documents/routing slip.doc 2 -28-02 • • PER IT COORD COPY PLAN REVIEW /ROUTING SLOP rV ACTIVITY NUMBER: D08 -446 DATE: 11 -17 -08 PROJECT NAME: CASCADE ENGINE CENTER SITE ADDRESS: 18435 OLYMPIC AV S Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued Fire Prevention Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -1 8-08 Incomplete Permit Ceriter Use Only' • INCOMPLETE LETT MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Planning Division Not Applicable DUE DATE: 12 -16 -08 DATE: n Not Approved (attach comments) ❑ Permit Center'UserOnly . CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • ACTIVITY NUMBER: D08 -446 DATE: 09 -25 -08 PROJECT NAME: CASCADE ENGINE CENTER SITE ADDRESS: 18435 OLYMPIC AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTME TS: Buildin ► Division Public Works b-W ►4 A- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 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 REVIEWER'S INITIALS: • PERMIT COORD COP? PLAN REVIEW /ROUTING SLIP 10-5/5 APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 Structural Review Required Approved with Conditions ❑ 61 Ob J1 q - 319 Fire Prevention Planning Division Structural Incomplete Permit Coordinator DUE DATE: 09 -30 -08 Not Applicable ❑ No further Review Required DATE: DATE: DUE DATE: 1 0-28 -08 Not Approved (attach comments) n Permit Center' Use Only + 9-0b CORRECTION LETTER MAILED: 1 Departments issued corrections: Bldg [ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF IN 1 1-A Wg - 1r )- q u�l l� Summary of Revision: F I ► rmi kNyiAt till wq s i Uhl t( ' r & c o B It CA) O v - ti. . Received by: Received by: v o a,1 S S rr 00112)r REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S ummary of Revision: Received b : PROJECT NAME: SITE ADDRESS: • REVISION LOG • PERMIT NO: 1 00 P" 4 M ( ORIGINAL ISSUE DATE: tt- 4- $' (please print) (please print) (please print) (please print) Date: El 0 City of Tukwila Project Name: Project Address: Contact Person: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http : / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. 14\ q'p Plan Check/Permit Number: Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Ctsc') rv.a+env (072c Ol kivv U o lapplications\forms- applications on linelrevision submittal Created: 8 -13 -2004 Phone Number: • k IC-Abi -k 15 ?1 V- crN&hVF 1l�l'c kl2DITIroN ht N P w- FLDM ¶¶ Y F 1"KALV 014 "M c C M laAl/LS tiC tC - I.IQ UJ\'(AS IP�I`'. Steven M. Mullet, Mayor Steve Lancaster, Director cmtteiven MAR 18 2009 PERMIT CENTEq ?kb ({q$,ztv-i Summary of Revision: Ott (i1 A'L c-i/vQ of vvv-(G thuttoW min rte - V9 'S M�ll., - Wa-tL4 fl 'v 1c-7P icre( 4 ck Sti l4M. c h'E' PL ate_ Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on . 092 111 �� • 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.ci.tukwila.wa.us Steven M Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. D ate: k09 Response to Incomplete Letter # 1 ❑ Response to Correction Letter # E Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: CASCADE ENGINE CENTER Project Address: 18435 Olympic Ave S VW) 7 Contact Person: Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date o revision Received at the City of Tukwila Permit Center by: 'Er-Entered in Permits Plus on g -Q 9 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: D08 -446 Phone Number: ( 1/01P ( 1 6 1g 21v-1 IA A Et 4' /. 1.111 A /. I I 1) IA CITY OFTl1KWI A FEB 18 2009 Date: j2.61O1 Entered in Permits Plus on • City of Tukwila \applications\forms- applications on linelrevision submittal Created: 8 -13 -2004 Revised: 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 Plan ChecWPermit Number: D 0 g - — G - 1 Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: CU-SC OCC) We Project Address: olqmpv, Contact Person: McAtS4a.) 13 1 Phone Number: £' 2 Summary of Revision: el YI l yiatL el ein t s(t n9 GU IJU I r z l i Oti✓•lYC ( WI) ay el ('.oncr t, &ate pool 0Y) ►s c and rui'd Lat. to �� ✓� ckl Ivied off -4 fr n a.LV . RECEIVED orni CP TUKWILA JAIL 28 ZOOS e €R%I1 ®ENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: r City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I I i 1 06 Plan Check/Permit Number: D08 -446 ❑ 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: CASCADE ENGINE CENTER Project Address: 18435 Olympic Avenue S Contact Person: Don Stark Phone Number: 2b( yo2 . Summary of Revision: eLe is , S.ep t l e/7 Sh�2'f fit- Cl eld hc'v -e GtmJ Jha) fideldpria o '/ deo _ /.I. /L _'/ PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of r vis Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications\forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: 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 • RECEIVE CI!V OP TUKWILA Ploy 17 2008 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 INS CO OF THE WEST 1352432 11/16/2001 Until Cancelled 01/01/1980 $12,000.00 03/05/2002 2 INS CO ST OF THE WEST 1352432 11/16/1994 11/16/2001 $6,000.00 1 CBIC 624628 11/16/1989 11/16/1994 $6,000.00 Name Role Effective Date Expiration Date DONOVAN, DARRELL Impaired Date 01/01/1980 Received Date DONOVAN, E LAURA 11/15/1988 01/04/1991 Bond $6,000.00 Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date ALASKA NATIONAL Untitled Page • General /Specialty Contractor A business registered as a construction contractor with LQI 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 Phone Address Suite /Apt. City State Zip County Business Type Parent Company DONOVAN BROTHERS INC 2539397777 PO BOX 818 AUBURN WA 980710818 KING CORPORATION UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 601114768 ACTIVE DONOVBI09405 CONSTRUCTION CONTRACTOR 9/25/1991 3/6/2009 PCCIN* *121 QW GENERAL UNUSED Business Owner Information Bond Information Assignment of Savings Information Insurance Information Page 1 of 2 https: // fortress .wa.gov /lni/bbip/Detail.aspx ?License= DONOVBI094O5 11/24/2008 S 180TH ST OLYMPIC AVE S 0 E LEGAL DESCRIPTION SPECIAL EXCEPTIONS GREEN RIVER S 196TH ST Vicinity Map No Scale CC U SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. w ti 4 THE LAND REFERRED TO IS SITUATED IN THE COUNTY OF KING, CITY OF TUKWILA, STATE OF WASHINGTON, AND IS DESCRIBED AS FOLLOWS: THAT PORTION OF LOTS 11, 12 AND 13, SOUTHCENTER INDUSTRIAL PARK, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 97 OF PLATS, PAGES 22 THROUGH 25, INCLUSIVE, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 12; THENCE NORTH 11' 23' 50" EAST ALONG THE EAST LINE OF SAID LOTS 12 AND 13, A DISTANCE OF 25.58 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 78' 36' 10" WEST, A DISTANCE OF 345.00 FEET; THENCE SOUTH 11' 23' 50" WEST, A DISTANCE OF 219.63 FEET; THENCE SOUTHWESTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 459.28 FEET, AN ARC DISTANCE OF 102.04 FEET, THROUGH A CENTRAL ANGLE OF 12' 43'48 "; THENCE SOUTH 01' 19' 58" EAST, A DISTANCE OF 24.77 FEET; THENCE SOUTH 78' 36' 10" EAST, A DISTANCE OF 328.25 FEET; THENCE NORTH 11' 23' 50" EAST, A DISTANCE OF 345.00 FEET TO THE TRUE POINT OF BEGINNING. ITEM NOS. 1 THROUGH 17: NOT APPLICABLE. SEE TITLE REPORT FOR MORE INFORMATION. 18. AN EASEMENT AFFECTING THAT PORTION OF SAID LAND AND FOR THE PURPOSES STATED ' HEREIN AND INCIDENTAL PURPOSES AS PROVIDED IN THE FOLLOWING: GRANTED TO: PUGET SOUND POWER AND LIGHT COMPANY, A WASHINGTON CORPORATION FOR: ELECTRIC TRANSMISSION AND /OR DISTRIBUTION LINE(S) TOGETHER WITH ALL NECESSARY APPURTENANCES RECORDED: SEPTEMBER 6, 1977 IN OFFICIAL RECORDS UNDER RECORDING NO. 7709060711 AFFECTS: STRIP OF LAND 10 FEET IN WIDTH AS CONSTRUCTED CONTAINS COVENANT PROHIBITING STRUCTURES OVER SAID EASEMENT OR OTHER ACTIVITY WHICH MIGHT ENDANGER THE UNDERGROUND SYSTEM. BLANKET IN NATURE 19 AGREEMENT FOR: USE OF UTILITIES AND STREETS WITHIN THE SOUTHCENTER SOUTH INDUSTRIAL PARK EXECUTED BY: CITY OF TUKWILA, A MUNICIPAL CORPORATION AND BETWEEN: CORPORATE PROPERTY INVESTORS, A MASSACHUSETTS BUSINESS TRUST AS SHOWN ON THE TERMS, COVENANTS AND CONDITIONS CONTAINED THEREIN, RECORDED: NOVEMBER 12, 1985 IN OFFICIAL RECORDS UNDER RECORDING NO. 8511121059 P 0 AN EASEMENT AFFECTING THAT PORTION OF SAID LAND AND FOR IE PURPOSES STATED HEREIN AND INCIDENTAL PURPOSES AS PROVIDED IN THE FOLLOWING: GRANTED TO: UNION PACIFIC RAILROAD COMPANY, A UTAH CORPORATION FOR: CONSTRUCTION, OPERATION, MAINTENANCE, REPAIR, RENEWAL, RECONSTRUCTION AND RELOCATION OF RAILROAD TRACKAGE. RECORDED: MARCH 14, 1988 IN OFFICIAL RECORDS UNDER RECORDING NO. 8803140657 AFFECTS: WESTERLY PORTION OF SAID PREMISES AND OTHER PROPERTY AS SHOWN 21. TERMS AND PROVISIONS AS CONTAINED IN AN INSTRUMENT, ENTITLED: DEED RECORDED: DECEMBER 26, 2000 IN OFFICIAL RECORDS UNDER RECORDING NO. 20001226000448 WHICH, AMONG OTHER THINGS, DISCLOSES: FENCE ENCROACHMENTS ALONG THE SOUTH LINE OF SAID PREMISES DISCLOSED BY SURVEY BY TRIAD ASSOCIATED DATED SEPTEMBER 25, 2000, JOB NO. 00 -259 NOTED COVENANTS, CONDITIONS, RESTRICTIONS, LIMITATIONS, EASEMENTS, ASSESSMENTS, RESERVATIONS, EXCEPTIONS, TERMS, LIENS OR CHARGES, BUT OMITTING ANY COVENANTS OR RESTRICTIONS IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN UNLESS AND ONLY TO THE EXTENT THAT SAID COVENANT (A) IS EXEMPT UNDER TITLE 42, SECTION 3607 OF THE UNITED STATES CODE OR (B) RELATES TO HANDICAP BUT DOES NOT DISCRIMINATE AGAINST HANDICAPPED PERSONS, AS PROVIDED IN AN INSTRUMENT. RECORDED: IN OFFICIAL RECORDS UNDER RECORDING NO. 7704210775 AS SHOWN MODIFICATION THEREOF, BUT OMITTING ANY COVENANTS OR RESTRICTIONS IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN UNLESS AND ONLY TO THE EXTENT THAT SAID COVENANT (A) IS EXEMPT UNDER TITLE 42, SECTION 3607 OF THE UNITED STATES CODE OR (8) RELATES TO HANDICAP BUT DOES NOT DISCRIMINATE AGAINST HANDICAPPED PERSONS. RECORDED: IN OFFICIAL RECORDS UNDER RECORDING NOS. 8201040374, 9309021330, 9309021331, 9309281090 AND 9801220628 23. COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, PROVISIONS, DEDICATIONS AND MATTERS DELINEATED OR DISCLOSED BY THE PLAT OF SOUTHCENTER SOUTH INDUSTRIAL PARK, REFER TO THE PLAT FOR FULL PARTICULARS. AS SHOWN 13' UTILITY EASEMENT REC.NO. 7704210775 EXISTING RAINIER BUILDING 59764± SQ. FT. 18435 OLYMPIC AVENUE SOUTH APN 788890- 0121 -07 HANDICAP SIGN 6" CONC RETAINING WALL (TYP) w /HANDRAIL BUILDING BUILDING CANOPY HEIGHT =30.8' CONC STEPS w /METAL HANDRAIL MISC PWR STUB GAS METER BUILDING I• �' �� \ CANOPY TER; SURVEY INFORMATION HORIZONTAL DATUM - E3ASIS OF BEARING THE OF PLAT SOUTHCENTER SOUTH INDUSTRIAL PARK RECORDING NO. 7408070363 LOT 12 OF THE PLAT OF SOUTHCENTER INDUSTRIAL PARK \IOL. 97, PAGES 22-25 PROCEDURE / NARRATIVE A FIELD TRAVERSE USING A "LEICA TCR 703" TOTAL STATION, AND "TRIMBLE TSC2" DATA COLLECTOR SUPPLEMENTED WITH FIELD NOTES WAS PERFORMED, ESTABLISHING THE ANGULAR, DISTANCE, AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES, AND TOPOGRAPHIC FEATURES AS SHOWN HEREON. A "LIETZ B -2A" AUTOMATIC LEVEL WAS USED TO CHECK AND ESTABLISH THE ELEVATION OF BENCHMARKS AND CONTROL POINTS. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332 -130 -090. DATE OF SURVEY FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED NOVEMBER 2007. ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. NOTE 1. UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE BASED ON FIELD OBSERVATION, MARKINGS, DEVELOPMENT PLANS, AND /OR AVAILABLE RECORD DOCUMENTS ONLY. THE TRUE LOCATION, NATURE AND /OR EXISTENCE OF BELOW GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE VERIFIED. PROJECT INFORMATION PARCEL NO. 788890 - 0121 -07 SITE ADDRESS 18435 OLYMPIC AVENUE SOUTH TUKWILA, WA CALCULATED LAND AREA 118,307± SQ. FT. (2.716± ACRES) CURRENT OWNER LAND USE GOVERNING JURISDICTION CITY OF TUKWILA ZONING C /LI COMMERCIAL /LIGHT INDUSTRIAL - CITY OF TUKWILA FLOOD INFORMATION FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) INFORMATION: FIRM (FLOOD INSURANCE RATE MAP) MAP No. 53033C0967, PANEL 967 OF 1725, DATED MAY 16, 1995 THE SUBJECT PROPERTY IS IN ZONE "X ", AREAS DETERMINED TO BE OUTSIDE 500 -YEAR FLOODPLAIN. NOTE 1. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO. 5226003033 -C, (DATED OCTOBER 31, 2007 AT 8:00 A.M.) WAS RELIED UPON FOR TITLE INFORMATION AND SUPPORTING DOCUMENTS. PLEASE REFER TO THAT REPORT FOR FURTHER INFORMATION REGARDING FINANCIAL MATTERS BEYOND THE SCOPE OF THIS SURVEY. PARKING COUNT REGULAR STALLS - 55 HANDICAP STALLS - 2 TOTAL - 57 ALTA / ACSM LAND TITLE SURVEY 20' RAILROAD EASEMENT ___,.......,../ REC. NO. 8803140657 A =12 °43'47" R= 459.29' L= 102.05' AS ADOPTED BY AMERICAN LAND TITLE ASSOCIATION AND NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS (A MEMBER ORGANIZATION OF THE AMERICAN CONGRESS ON SURVEYING AND MAPPING) CHAINLINK FENCE 20' S 1' 19'58 "E 24.77' FND HUB Sc TACK CHAINLINK FENCE BUILDING CANOPY k itt::)) 5' UTILITY EASEMENT REC. NO. 7704210775, 8201040374 AND 9309021330 LOT 11 OF THE: PLAT OF SOUTHCENTER. INDUSTRIAL PA R K VOL. 97, PAGES 22 --25 LOT 13 OF THE PLAT OF SOUTHCENTER INDUSTRIAL PARK VOL. 97, PAGES 22-25 CONC STAIRS w /HANDRAIL GAS METER CONC DECK EXISTING BUILDING CONC STEPS w /METAL HANDRAIL FIRE DEPARTMENT STANDPIPE PORTABLE CANVAS BUILDING EVERGREEN HEDGE 78° 3' PORTABLE CANVAS BUILDING GAS METER 8" CONC WALL 8" CONC WALL 10 45,0 • lililiIiIi POWER VAULT TELEPHONE MANHOLE (TMH) CATCH BASIN (CB) GAS METER GAS VALVE WATER VALVE (WV) FIRE HYDRANT (FH) (AS NOTED) WATER METER SIGN (AS NOTED) ROOF DRAIN MISC POWER STUB PARKING COUNT HEDGE BOLLARD RAILROAD TRACKS LEGEN D SURVEY MONUMENT (AS NOTED) O SET MAG NAIL ON PROPERTY LINE • FOUND REBAR /CAP (AS NOTED) ❑ FOUND HUB /TACK ASPHALT CONCRETE GRAVEL X CHAIN LINK FENCE FDC FDSP EC C&G FIRE DEPARTMENT CONNECTOR FIRE DEPARTMENT STANDPIPE EXTRUDED CURB CURB AND GUTTER EVERGREEN HEDGE WATER 5' UTILITY EASEMENT REC. NO. 7704210775, 8201040374 AND 9309021330 FND 4 "X4" CONC MONUMENT W/1 -1/2" BRASSIE IN CASE 1 1 1 NO PARKING SIGN 1 FND 4 "X4" CONC MONUMENT W/1-1/2" BRASSIE IN CASE 1 / 1 10' UTILITY EASEMENT REC.NO. 8511121059 a Tap BLVD SURVEYOR'S CERTIFICATION DENNIS J. SALTYS P PROFESSIONAL LAND SURVEYOR WASHINGTON REGIST'ATION NO. 27328 7 DATE FILE COPY Permit No. 0 wi 20 INCOMP LTR # 40 SCALE: 1 " ■40' TO: PUGET SOUND BLOOD CENTER AND OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY: 80 \ \� +0 EV1 1 'rte`$ 0.1 1)08 RECEIVED FEB 18 2009 PERMIT CENTEF THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA /ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS IN 2005, AND INCLUDES ITEMS 1, 2, 3, 4, 7(o), 7(c), 8, 9, 10, 11(o), 16, AND 18 OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE STATE OF WASHINGTON, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS :'ECIFIED THEREIN. 14 ' � 'S S te. ' . EXPIRES / c 0 N .> cu Y 0 0 0 REVIEWED FOR CODE COMPLIANCE APPROVED I MAR 2 0 2009 J City of Tukwila BUILDING DIVISJnN 1 5i 0 0 N 0 t- v az lo c c Y V 0 L. 0 M N N CN 0000Nm rn co oo 1) CO CO z 0 0 V) 0 N 11 0 x Liu co W 1— O 0 cc 0 0 X LA- 0 0 4i cu V cu 4 g 61.1 g c u w CJ 0 0 a) 0 0 0 U Z - 2 Er Z CL Q o Z w z - O Z 5 5 I Lai Lo Z cD w — U (1) • ai 0 0 V) S 180TH ST OLYMPIC AVE SO GREEN RIVER S 196TH ST LEGAL DESCRIPTION TODD BLVD THE LAND REFERRED TO IS SITUATED IN THE COUNTY OF KING, CITY OF TUKWILA, STATE OF WASHINGTON, AND IS DESCRIBED AS FOLLOWS: THAT PORTION OF LOTS 11, 12 AND 13, SOUTHCENTER INDUSTRIAL PARK, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 97 OF PLATS, PAGES 22 THROUGH 25, INCLUSIVE, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 12; THENCE NORTH 11' 23' 50" EAST ALONG THE EAST LINE OF SAID LOTS 12 AND 13, A DISTANCE OF 25.58 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 78' 36' 10" WEST, A DISTANCE OF 345.00 FEET; THENCE SOUTH 11' 23' 50" WEST, A DISTANCE OF 219.63 FEET; THENCE SOUTHWESTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 459.28 FEET, AN ARC DISTANCE OF 102.04 FEET, THROUGH A CENTRAL ANGLE OF 12' 43'48 "; THENCE SOUTH 01' 19' 58" EAST, A DISTANCE OF 24.77 FEET; THENCE SOUTH 78' 36' 10" EAST, A DISTANCE OF 328.25 FEET; THENCE NORTH 11' 23' 50" EAST, A DISTANCE OF 345.00 FEET TO THE TRUE POINT OF BEGINNING. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SPECIAL. EXCEPTIONS ITEM NOS. 1 THROUGH 17: NOT APPLICABLE. SEE TITLE REPORT FOR MORE INFORMATION, 18. AN EASEMENT AFFECTING THAT PORTION OF SAID LAND AND FOR THE PURPOSES STATED HEREIN AND INCIDENTAL PURPOSES AS PROVIDED IN THE FOLLOWING: GRANTED TO: PUGET SOUND POWER AND LIGHT COMPANY, A WASHINGTON CORPORATION FOR: ELECTRIC TRANSMISSION AND /OR DISTRIBUTION LINE(S) TOGETHER WITH ALL NECESSARY APPURTENANCES RECORDED: SEPTEMBER 6, 1977 IN OFFICIAL RECORDS UNDER RECORDING NO. 7709060711 AFFECTS: STRIP OF LAND 10 FEET IN WIDTH AS CONSTRUCTED CONTAINS COVENANT PROHIBITING STRUCTURES OVER SAID EASEMENT OR OTHER ACTIVITY WHICH MIGHT ENDANGER THE UNDERGROUND SYSTEM. BLANKET IN NATURE 19 AGREEMENT FOR: USE OF UTILITIES AND STREETS WITHIN THE SOUTHCENTER SOUTH INDUSTRIAL PARK EXECUTED BY: CITY OF TUKWILA, A MUNICIPAL CORPORATION AND BETWEEN: CORPORATE PROPERTY INVESTORS, A MASSACHUSETTS BUSINESS TRUST AS SHOWN ON THE TERMS, COVENANTS AND CONDITIONS CONTAINED THEREIN, RECORDED: NOVEMBER 12, 1985 IN OFFICIAL RECORDS UNDER RECORDING NO. 8511121059 AN EASEMENT AFFECTING THAT PORTION OF SAID LAND AND FOR HE PURPOSES STATED HEREIN AND INCIDENTAL PURPOSES AS PROVIDED IN THE FOLLOWING: GRANTED TO: UNION PACIFIC RAILROAD COMPANY. A UTAH CORPORATION FOR: CONSTRUCTION, OPERATION. MAINTENANCE, REPAIR, RENEWAL, RECONSTRUCTION AND RELOCATION OF RAILROAD TRACKAGE. RECORDED: MARCH 14, 1988 IN OFFICIAL RECORDS UNDER RECORDING NO. 8803140657 AFFECTS: WESTERLY PORTION OF SAID PREMISES AND OTHER PROPERTY AS SHOWN 21. TERMS AND PROVISIONS AS CONTAINED IN AN INSTRUMENT, ENTITLED: DEED RECORDED: DECEMBER 26, 2000 IN OFFICIAL RECORDS UNDER RECORDING NO. 20001226000448 WHICH, AMONG OTHER THINGS, DISCLOSES: FENCE ENCROACHMENTS ALONG THE SOUTH LINE OF SAID PREMISES DISCLOSED BY SURVEY BY TRIAD ASSOCIATED DATED SEPTEMBER 25, 2000, JOB NO. 00 -259 NOTED COVENANTS, CONDITIONS, RESTRICTIONS, LIMITATIONS, EASEMENTS, SESSMENTS, RESERVATIONS, EXCEPTIONS, TERMS, LIENS OR CHARGES, BUT OMITTING ANY COVENANTS OR RESTRICTIONS IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN UNLESS AND ONLY TO THE EXTENT THAT SAID COVENANT (A) IS EXEMPT UNDER TITLE 42, SECTION 3607 OF THE UNITED STATES CODE OR (8) RELATES TO HANDICAP BUT DOES NOT DISCRIMINATE AGAINST HANDICAPPED PERSONS, AS PROVIDED IN AN INSTRUMENT. RECORDED: IN OFFICIAL RECORDS UNDER RECORDING NO. 7704210775 AS SHOWN MODIFICATION THEREOF, BUT OMITTING ANY COVENANTS OR RESTRICTIONS IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN UNLESS AND ONLY TO THE EXTENT THAT SAID COVENANT (A) IS EXEMPT UNDER TITLE 42, SECTION 3607 OF THE UNITED STATES CODE OR (B) RELATES TO HANDICAP BUT DOES NOT DISCRIMINATE AGAINST HANDICAPPED PERSONS. RECORDED: IN OFFICIAL RECORDS UNDER RECORDING NOS. 8201040374, 9309021330, 9309021331, 9309281090 AND 9801220628 23. COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, PROVISIONS, DEDICATIONS AND MATTERS DELINEATED OR DISCLOSED BY THE PLAT OF SOUTHCENTER SOUTH INDUSTRIAL PARK, REFER TO THE PLAT FOR FULL PARTICULARS. AS SHOWN SURVEY INFORMATION PROCEDURE / NARRATIVE A FIELD TRAVERSE USING A "LEICA TCR 703" TOTAL STATION, AND "TRIMBLE TSC2" DATA COLLECTOR SUPPLEMENTED WITH FIELD NOTES WAS PERFORMED, ESTABLISHING THE ANGULAR, DISTANCE, AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES, AND TOPOGRAPHIC FEATURES AS SHOWN HEREON. A "UETZ B -2A" AUTOMATIC LEVEL WAS USED TO CHECK AND ESTABLISH THE ELEVATION OF BENCHMARKS AND CONTROL POINTS. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332 -130 -090. DATE OF SURVEY FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS. INC. CONDUCTED NOVEMBER 2007. ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. HORIZONTAL DATUM - BASIS OF BEARING THE OF PLAT SOUTHCENTER SOUTH INDUSTRIAL PARK RECORDING NO. 7408070363 NOTE 1. UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE BASED ON FIELD OBSERVATION, MARKINGS, DEVELOPMENT PLANS, AND /OR AVAILABLE RECORD DOCUMENTS ONLY. THE TRUE LOCATION, NATURE AND /OR EXISTENCE OF BELOW GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE VERIFIED. PROJECT INFORMATION PARCEL NO. 788890 - 0121 -07 13' UTIUTY EASEMENT REC.NO. 7704210775 EXISTING RAINIER BUILDING 597641 SQ. FT. 18435 OLYMPIC AVENUE SOUTH APN 788890 - 0121 - 07 w /METAL HANDRAIL BUILDING \\�, BUILDING CANOPY HEIGHT =30.8' . CONC STEPS w /METAL HANDRAIL ! MISC PWR STUB GAS METER BUILDING \\. CANOPY \ 6" RETAINING WALL POWER CABINET HANDICAP SIGN SITE ADDRESS 18435 OLYMPIC AVENUE SOUTH TUKWILA, WA PARKING COUNT REGULAR STALLS — 55 HANDICAP STALLS — 2 TOTAL — 57 L 1_2 OF THE. PL AT OF SOUTHCENTER INDUSTRIAL PARK VOL. 97 PAGES 22-25 CALCULATED LAND AREA 118,307± SQ. FT. (2.716± ACRES) CURRENT OWNER LAND USE GOVERNING JURISDICTION CITY OF TUKWILA ZONING C /LI COMMERCIAL /LIGHT INDUSTRIAL — CITY OF TUKWILA FLOOD INFORMATION FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) INFORMATION: FIRM (FLOOD INSURANCE RATE MAP) MAP No. 53033C0967, PANEL 967 OF 1725, DATED MAY 16, 1995 THE SUBJECT PROPERTY IS IN ZONE "X ", AREAS DETERMINED TO BE OUTSIDE 500 —YEAR FLOODPLAIN. NOTE 1. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO. 5226003033 —C, (DATED OCTOBER 31, 2007 AT 8:00 A.M.) WAS RELIED UPON FOR TITLE INFORMATION AND SUPPORTING DOCUMENTS. PLEASE REFER TO THAT REPORT FOR FURTHER INFORMATION REGARDING FINANCIAL MATTERS BEYOND THE SCOPE OF THIS SURVEY. AS ADOPTED BY AMERICAN LAND TITLE ASSOCIATION AND NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS ( A MEMBER ORGANIZATION OF' THE AMERICAN CONGRESS ON SURVEYING AND MAPPING) FND HUB & TACK CHAIN LINK FENCE BUILDING CANOPY 5' UTILITY EASEMENT REC. NO. 7704210775, 8201040374 AND 9309021330 OF SOUTHCENTER INDUSTRIAL PARK VOL. 97, PAGES 22-25 LOT 13 OF THE PLAT OF SOUTHCENTER INDUSTRIAL PARK VOL. 97, PAGES 22-25 CONC STAIRS w /HANDRAIL GAS METER CONC DECK CONC STEPS w /METAL HANDRAIL FIRE DEPARTMENT STANDPIPE PORTABLE CANVAS BUILDING EVERGREEN HEDGE 8" CONC WALL PORTABLE "�• CANVAS BUILDING GAS METER 8" CONC WALL O TELEPHONE MANHOLE (TMH) 0 CATCH BASIN (CB) © GAS METER y E GAS VALVE DQ WATER VALVE (WV) . FIRE HYDRANT (FH) (AS NOTED) w WATER METER -n- SIGN (AS NOTED) RD O ROOF DRAIN P O MISC POWER STUB Q1 PARKING COUNT HEDGE 0 BOLLARD RAILROAD TRACKS POWER VAULT X FDC FDSP EC { SURVEY MONUMENT (AS NOTED) SET MAG NAIL ON PROPERTY LINE FOUND REBAR /CAP (AS NOTED) FOUND HUB/TACK CONCRETE GRAVEL CHAIN LINK FENCE FIRE DEPARTMENT CONNECTOR FIRE DEPARTMENT STANDPIPE EXTRUDED CURB CURB AND GUTTER EVERGREEN HEDGE 5' UTILITY EASEMENT REC. NO. 7704210775, 8201040374 AND 9309021330 FND 4 "X4" CONC MONUMENT W/1 -1/2" BRASSIE IN CASE FND 4"X4" CONC MONUMENT W/1 -1/2" BRASSIE IN CASE NO PARKING SIGN 10' UTILITY EASEMENT REC.NO. 8511121059 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. SURVEYOR'S CERTIFICATION DENNIS J. SALTYS P PROFESSIONAL LAND SURVEYOR WASHINGTON REGIST"ATION NO. 27328 SEPARATE PERMIT REQUIRED FOR: 6 MeChanical 1l Iectricai Plumbing ,Gas Piping City of Tukwila BUILDING DIVISION tO8 1-jqb DATE \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ SCALE: 1 " ■40' F � E COPY Permit No. Plar review approval is subect to errors and emissions. Approval of construction documents does not authorize the violation of any adopted code or ordinan 0. Receipt of approved Fa d Copy and ,. cpndilb'ons is acknowledged: By Date: City 91 TDl^ ila BUILDING DIVISION TO: PUGET SOUND BLOOD CENTER AND OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA /ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS IN 2005, AND INCLUDES ITEMS 1, 2, 3, 4, 7(o), 7(c), 8, 9, 10, 11(o), 16, AND 18 OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE STATE OF WASHINGTON, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS :'ECIFIED THEREIN. • EXPIRES 0 t -1.0 ire ' Hit s }�� ,� �I 1 , � I I 1 / 1 = / L 1.0 t - (E) PURLIN BEYOND 0- .0 C -1.0 I HSS8x4xY4 -' 800S125 .-1` ` li 1 43 STEEL STU © 24 "o.c. F- .0 CONC. 1.0 (E) OP° SLAB 1 � ' 11 11 i I I I Ti� I ■ � 12' -0" l l -III -I I 6" CONC. SLAB w / #4 © 24 "o.c. EACH WAY (E) PAVING NEW LOADING DOCK o . O o . ° 8 o oo °p8gO 0 o °po 0O : z:: ° o 0 0 ° 0 / o p COMPACTED 0 / STRUCTURAL FILL ADD BLKG AS REQ'D (E) PURLIN PER PLAN (TYP.) o Q STUD WALL TO NEST 2" INTO DEEP LEG TRACK (DO NOT ATTACH STUDS OR SHEATHING TO DEEP LEG TRACK) - J 5 /8" GWB EACH SIDE ATTACH w / #6 SCREWS (MINIMUM) © 12 "o.c. ALL SUPPORTS 6" SCALE: 3 /4"=1' -0" EXISTING LOADING DOCK (E) CONC. SLAB 11 #4x2' -6" DOWEL © 24 "o.c. EPDXY 6" MIN. INTO (E) LOADING DOCK SECTION A -1.0 i SECTION E -1.0 SCALE: V=1' -0" (E) FOUNDATION WALL (E) CONT. FTG. (E) SHEATHING (E) 2x4 STIFFENER © 24 "o.c. (TYP.) 8"x4"x14 GA. DEEP LEG TRACK 2 - #10 SCREWS AT EACH 2x4 STIFFENER 8005125 -43 STEEL STUDS © 24 "o.c. 1 -0" # 7,[© 24 "o.c. #4 CONT. z_ r. 00 6" CONC. WALL 2"0 WEEP HOLE © 6'- 0 "o.c. EXISTING PAVING REPAIR AS REQ'D MATCH EXISTING SECTION B -1.0 SCALE: V=1' -0" { U IQY2x7x0' -8" w/2 -%"0 EXP. BOLTS (EMBED 4" MIN.) 1' -6' SCALE: 3 /4"=1'-0" tt ill I IIIL- 111- NEW LOADING DOCK . o . °po c7. O °° 7 o 0 0 8 o Qo8 0 o o o ° -° o 0 0 0 0 0 0 ° Q ° I\ 6" CONC. SLAB w / #4 © 24 "o.c. EACH WAY <3 SIDES COMPACTED STRUCTURAL FILL #4 VERT. © 16 "o.c. (ALT. HOOK IN FTG) #4 HORIZ. © 16 "o.c. 2 - #5 CONT. HSS8x4xY4 (E) CONC. SLAB SECTION F -1.0 SHEATHING REQUIRED ON EACH SIDE OF WALL 800S125 -43 STEEL STUDS © 24 "o.c. SCALE: V=1' -0" SCALE: V=1'-0" 18 GA. STEEL TRACK w/.138"0 POWER DRIVEN FASTENER © 16 "o.c, (E) CONC, SLAB SECTION C -1.0 SECTION G -1.0 (E) GLB PER PLAN (E) PURLIN PER PLAN (TYP.) 5 /S" GWB EACH SIDE ATTACH w / #6 SCREWS (MINIMUM) © 12 "o.c. ALL SUPPORTS (N)HSS8x4xY4 (DO NOT ATTACH HSS TO BRACKET) (E) 2x4 STIFFENER © 24 "o.c. (E) PURLIN BEYOND 1 STUD WALL TO NEST 2" INTO DEEP LEG TRACK (DO NOT ATTACH STUDS OR SHEATHING TO DEEP LEG TRACK) FIELD WELD/ 1 /4 V OK SCALE: 3 % " =1 ' -0" 2 DETAIL h SECTION D -1.0 DET. hh 4.4x4xY4 EA. SIDE OF HSS8x4xY4 (BETWEEN EXIST'G PURLINS) SECTION H -1.0 SCALE: 3 /4 " =1' -0" H -1.0 (E) STIFFENERS © 24 "o.c. - (E) SHEATHING 8"x4"x14 GA. DEEP LEG TRACK #10 SCREWS © 12 "o.c. (STAGGERED) 8005125 -43 STEEL STUDS © 24 "o.c. IP.. %x5x0' -9" w/2 -% "0 THRU BOLTS (TYP.) IP /8x4x0' -4Y6" (E) SHEATHING DETAIL hh 12'x14' DOOR OPENING IN NEW DEMISING WALL ELEVATION CODE: INTERNATIONAL BUILDING CODE, 2006 EDITION LIVE LOADS: ROOF ..:.........25 PSF SNOW LOAD WIND ..85 MPH ZONE, EXPOSURE "B ", Icy = 1.0 DEMISING WALL LATERAL LOAD 5 PSF SEISMIC DESIGN INFORMATION: THE EXISTING BUILDING SEISMIC FORCE RESISTING SYSTEM IS A BEARING WALL SYSTEM WITH SPECIAL REINFORCED CONCRETE SHEAR WALLS. R = 5.0 no = 2.50 (ASCE 7 -05, TABLE 12.2 -1) Ss = 138.90% SDS = 0.926 Sr = 47.50% SDI = 0.483 Cs = 0.185 IE = 1.00 SITE SOIL CLASS = D (ASSUMED) SEISMIC DESIGN CATEGORY = D OCCUPANCY CATEGORY II FOUNDATIONS: SOIL BEARING CAPACITY PER THE ORIGINAL CONSTRUCTION DRAWINGS IS AS FOLLOWS: EXTERIOR FOOTINGS - 1500 PSF FOR DEAD LOADS ONLY 2000 PSF FOR DEAD LOAD & SNOW LOAD & WIND OR SEISMIC. INTERIOR FOOTINGS - 2500 PSF CONCRETE: ALL CONCRETE SHALL BE STONE - AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 145 POUNDS PER CUBIC FOOT. 28 DAY COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS: fc = 3000 psi FOR ALL CONCRETE WORK GENERAL NOTES CONCRETE IN ALL EXTERIOR SLABS TO BE AIR ENTRAINED 6% PLUS OR MINUS 1 %. CONCRETE SUBMITTALS SHALL CONFORM TO ACI SECTION 1905. MIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE IBC AND ACI CODE 318 -05. PROPORTION OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX, WITH A MAXIMUM SLUMP OF 4 INCHES, WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 3/4" CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. EPDXY: EPDXY FOR FASTENING ANCHOR BOLTS AND REBAR INTO EXISTING CONCRETE OR MASONRY TO BE HIT HY 150 ADHESIVE AS MANUFACTURED BY HILTI, INSTALLATION SHALL BE IN DRILLED HOLES PREPARED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND ICC REPORT ESR -1967, OR EPDXY SHALL BE SET ADHESIVE ANCHOR AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC., INSTALLATION SHALL BE IN DRILLED HOLES PREPARED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND ICC REPORT ESR -1772, OR EPDXY SHALL BE ACRYLIC TIE ADHESIVE ANCHOR AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC., INSTALLATION SHALL BE IN DRILLED HOLES PREPARED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND ICC REPORT ER -5791 REINFORCING STEEL: ALL REINFORCEMENT SHALL CONFORM TO ASTM A615. ALL REINFORCING SHALL BE GRADE 60 (Fy = 60,000 psi; Fs = 24,000 psi). LAP CONTINUOUS REINFORCING BARS IN CONCRETE AS INDICATED BELOW, 1' -7" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' -7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES. MINIMUM LAP SPLICE LENGTHS BAR SIZE fc =3000 #4 28" #5 #6 # #8 36" 43" 62" 71" THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR REINFORCEMENT p LES INDICATED OTHERWISE ON DRAWINGS): A) CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH 3" EARTH FACE B) CONCRETE EXPOSED TO EARTH OR WEATHER (CAST IN FORMS) #6 THROUGH #18 BARS 2" #5 BARS & SMALLER 1 -1/2" C) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, WALLS & JOIST - #11 BAR & SMALLER 3/4" BEAMS & COLUMNS 1 -1/2" STRUCTURAL STEEL: RECTANGULAR HSS SECTIONS SHALL CONFORM TO ASTM A500, GRADE B (Fy = 46,000 psi). ALL OTHER STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 (Fy = 36,000 psi) OR ASTM A992 GRADE 50 (Fy = 50,000 psi). APPLY PRIMER COATS PER ARCHITECTURAL SPECIFICATIONS. WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE IN ACCORDANCE WITH AWS D1.1 AND BY WABO CERTIFIED WELDERS. USE FRESH E70XX LOW HYDROGEN ELECTRODES. MISCELLANEOUS STEEL CONNECTORS TO BE SIMPSON, OR APPROVED EQUAL. NAIL ALL HOLES WITH NAILS AS SPECIFIED BY MANUFACTURER UNLESS SHOWN OTHERWISE ON DRAWINGS. MACHINE BOLTS TO BE A307; HIGH STRENGTH BOLTS FOR STEEL TO STEEL CONNECTIONS SHALL BE ASTM A325N; EXPANSION BOLTS INTO CONCRETE SHALL BE SIMPSON "STRONG- BOLT" (MANUFACTURED AND INSTALLED PER ICC REPORT ESR -1771 DATED MARCH 2007) OR APPROVED EQUAL. CONCRETE SCREW ANCHORS SHALL BE TITEN HD SCREW ANCHORS AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC (MANUFACTURED AND INSTALLED PER ICC REPORT ESR - 1056). MINIMUM EMBEDMENT FOR ANCHOR BOLTS IN CONCRETE SHALL BE PER IBC TABLE 1911.2, UNLESS INDICATED OTHERWISE. LIGHT GAGE STEEL FRAMING: ALL GALVANIZED 97, 68 AND 54 MIL. STUDS, TRACK BRIDGING AND ACCESSORIES SHALL BE FORMED FROM STEEL THAT CONFORMS TO ASTM A446, GRADE D WITH A MINIMUM YIELD OF 50,000 PSI. ALL GALVANIZED 43 AND 33 MIL. STUDS, TRACK BRIDGING AND ACCESSORIES SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF ASTM A446, GRADE A WITH A MINIMUM YIELD OF 33,000 PSI. ALL GALVANIZED STUDS, TRACK, BRIDGING AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A G -60 GALVANIZED COATING MEETING THE REQUIREMENTS OF ASTM 525. INSPECTIONS: A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS FOR ALL REQUIRED INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, SHUTLER CONSULTING ENGINEERS AND THE OWNER BY THE TESTING AGENCY FOR REVIEW. THE TESTING AGENCY SHALL BE AN INDEPENDENT TESTING AGENCY APPROVED BY THE BUILDING DEPARTMENT. THE FOLLOWING INSPECTIONS SHALL BE PROVIDED AS A MINIMUM; ADDITIONAL INSPECTIONS AS REQUIRED BY THE BUILDING DEPARTMENT SHALL ALSO BE PERFORMED. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION. AN INDEPENDENT TESTING LAB SHALL INSPECT CONCRETE & REBAR AS FOLLOWS. CONCRETE -- INSPECT REBAR PLACEMENT PRIOR TO POURING. TAKE 3 CYLINDERS FOR EACH CONCRETE POUR, BUT NOT LESS THAN ONCE FOR EACH 150 CUBIC YARDS OF CONCRETE, NOR LESS THAN ONCE FOR EACH 5000 SQUARE FEET OF SURFACE AREA FOR SLABS OR WALLS. TEST ONE CYLINDER AT 7 DAYS. TEST REMAINING CYLINDERS AT 28 DAYS. SLUMP, AIR CONTENT AND CYLINDERS PER ACI SECTION 1905.6. SPECIAL INSPECTION SHALL ALSO BE PROVIDED FOR ALL FIELD WELDING, HIGH STRENGTH BOLTING, EPDXY AND EXPANSION BOLT INSTALLATION AS REQUIRED BY IBC SECTION 1704. SPECIAL CONDITIONS: DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, AND GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL, STATE, AND LOCAL CODES. CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. OBTAIN ARCHITECT'S APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FINISHES, ETC. 1 ' \ 10 -31 -08 NO. DATE CODE COMPLIAK APPROV 9 -10 -08 J c� z w w o (i) U m STRUCTURAL ENGINEER: AM AIM ® SHUTLER CONSULTING ENGINEERS Inc. 12503 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425)450 -4075 FAX: (425)450 -4076 ©2008 All rights reserved. No part of this document may be reproduced, in any form or by any means, without permission in writing from Shutter Consulting Engineers, Inc. PROFESSIONAL STAMP: SHEET CONTENTS: MISC. SECTIONS GENERAL NOTES GORREC WA ENGINEER: REVIEWED BY: DATE: PROJECT NO: BLDG. DEPT. CORRECTIONS PERMIT SET DESCRIPTION S -1 .0 1 OF 2 z 0 V z_ Q Q J RECEIVED IVED NOY.17 2 PERMIT CENTER JS JS 9 -10 -08 08 -38 0 N N r I N 0 J w L 0 rn . w N LI— B-1.0 N I N I I L FIELD VERIFY A -1.0 B -1.0 NEW LOADING DOCK EXTENSION 1- 50' -0" E 6 GLB (E)6 /ax34Yz GLB (E)6 GLB (E)6 GLB (E)63/4x34Y2 GLB 50' -0" NOTE: PROVIDE DOUBLE STUD EA. SIDE OF MAN DOOR 1 0' - 0" —Hit -I L J L�J 1 1 I I I • J 50' -0" NEW DEMISING WALL BELOW D -1.0 (E)6 GLB (E)6 GLB (E)6 %x21 GLB 1 I I I (E)6 %x21 GLB 50' -0" C -1.0 1 t C -1.0 I - I + 0-1 L_J r } g--1 L_J - I h i— LtJ 250' -0" ( )6%x31Y2 GLB O 0 x w (0 X w (E)6 GLB E 6 3 /4x31Y2 GLB (E6 GLB 250' -0" 50' -0" CJ X ■ w (E) 5) " CONC. SLAB ON GRADE O O (O X w 00 © 0 0 03 V 0 © V O 0 BD © to 2 00 w (E 6 %x31Y2 GLB 10' -0 "1 10' -0 " I 3 II (E)6 /ax21 GLB II r -- 1 —1--0 -I• L_J r I i L J r -- 1 —1-123 4- L_J I I 11 (E)6 %x21 GLB 50' -0" (E)6 %x21 GLB (E)6 GLB (E)6 GLB 50' -0" 1 1 I I 1 (E) 4'- 6 "x4'- 6 "x1' -3" FTG (TYP. GRIDS 03 & ® ) r -- 1 +- I� ♦ L_J I - I 1-- 1 L_J 1- D 1 LLJ 1- L �J I - I F-- 0 -1— L_J 50' -0" (E)63/4x34Y2 GLB (E)6 GLB (E)6 /ax34Yz GLB (E)6 GLB E)6 GLB 50' -0" (E) 5'- 0 "x5'- 0 "x1' -3" FTG (TYP. GRIDS 20 & 50 ) - 1L -4 (E) STAIR PARTIAL ROOF FRAMING PLAN SCALE: Ys " =1' - 0" NOTES: 1) DIMENSIONS SHOWN TO EXISTING STRUCTURE ARE AS INDICATED ON THE ORIGINAL CONSTRUCTION DRAWINGS. CONTRACTOR SHALL FIELD VERIFY AS REQUIRED. 2) CONTRACTORS & SUBCONTRACTORS SHALL FIELD VERIFY ALL REQUIRED DIMENSIONS & CONDITIONS PRIOR TO FABRICATING ANY STRUCTURAL MEMBERS. t)0 PARTIAL FOUNDATION PLAN SCALE: X6"=1' -0" NOTES: 1) DIMENSIONS SHOWN TO EXISTING STRUCTURE ARE AS INDICATED ON THE ORIGINAL CONSTRUCTION DRAWINGS. CONTRACTOR SHALL FIELD VERIFY AS REQUIRED. 2) CONTRACTORS & SUBCONTRACTORS SHALL FIELD VERIFY ALL REQUIRED DIMENSIONS & CONDITIONS PRIOR TO FABRICATING ANY STRUCTURAL MEMBERS. RECEIVED NOV .17 20 PERMIT CENTER 1 ' \ 10 -31 -08 BLDG. DEPT. CORRECTIONS NO. 9 -10 -08 PERMIT SET DATE w z c� z w w 0 0 U STRUCTURAL ENGINEER: CO MINI ISM DESCRIPTION SHUTLER _ ■ - CONSULTING ENGINEERS Inc. 12503 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425)450 -4075 FAX: (425)450 -4076 ©2008 All rights reserved. No part of this document may be reproduced, in any form or by any means, without permission in writing from Shutter Consulting Engineers, Inc. PROFESSIONAL STAMP: ENGINEER: REVIEWED BY: DATE: PROJECT NO: SHEET CONTENTS: PARTIAL FOUNDATION & ROOF FRAMING PLANS S -2.0 2 OF 2 JS JS 9 -10 -08 08 -38