Loading...
HomeMy WebLinkAboutPermit D09-174 - CRYAN BUILDING - SPANDREL GLASSCRYAN BUILDING 235 STRANDER BL D09 -174 Parcel No.: 2623049102 Address: 235 STRANDER BL TUKW Suite No: Tenant: Name: CRYAN BUILDING Address: 235 STRANDER BL , TUKWILA WA Owner: Name: A 4 LLC Address: 117 E LOUISA ST #230 , SEATTLE WA 98102 Phone: Contact Person: Name: BRAD DECKER Address: 117 EAST LOUISA ST #230 , SEATTLE WA 98102 Phone: 206 545 -4964 Contractor: Name: OWNER AFFIDAVIT - BRAD DECKER Address: Phone: Contractor License No: Cityif 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.citukwila.wa.us DEVELOPMENT PERMIT Expiration Date: DESCRIPTION OF WORK: CUT EXISTING VAULT CONCRETE WALL AND INSTALL STOREFRONT SPANDREL GLASS Permit Number: D09 -174 Issue Date: 09/15/2009 Permit Expires On: 03/14/2010 Value of Construction: $9,000.00 Fees Collected: $412.71 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: 0019 doc: IBC -10/06 * * continued on next page ** D09 -174 Printed: 09 -15 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City oil0I'ukwila M Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D09 -174 Issue Date: 09/15/2009 Permit Expires On: 03/14/2010 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Signature: doc: IBC -10/06 N Private: Public: Profit: N Non - Profit: N Private: Public: Permit Center Authorized Signature: A . 11 L L i . ♦ Date: I hereby certify that I have read and : ed this • ermit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complies whether specified herein or not. The granting of this pe construction or the og1471 ty to violate or cancel the provisions of any other state or local laws regulating ign and obtain this development permit. Date: 9 /if14 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. D09 -174 Printed: 09 -15 -2009 Parcel No.: 2623049102 Address: Suite No: Tenant: 235 STRANDER BL TUKW CRYAN BUILDING 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 8: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond- 10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D09 -174 ISSUED 08/20/2009 09/15/2009 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 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. 4: 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. 5: Remove all demolition nibble 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. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 7: 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. 9: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 10: 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) 11: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 12: 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) D09 -174 Printed: 09 -15 -2009 • 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 13: 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) 14: 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) 15: 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) 16: 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) 17: 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) 18: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 19: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 20: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 21: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 22: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 23: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 24: 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) doc: Cond -10/06 D09 -174 Printed: 09 -15 -2009 • 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 25: 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) 26: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 27: An approved fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 28: 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) 29: 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) 30: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 31: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 32: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 33: 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. 34: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 35: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 36: 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 ** D09 -174 Printed: 09 -15 -2009 Signature: Print Name: doc: Cond -10/06 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tuicwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not • resume to • ve authority to violate or cancel the provision of any other work or local laws regulating construction or the n4, c rr Date: 5 45 - 447 D09 -174 Printed: 09 -15 -2009 SITE LOCATION Name: Company Name: Mailing Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http ' www ci tuktirila. 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 Address: 235 St✓arc{e, ,$ /ud, TultwiA W4- Tenant Name: Property Owners Name: Cryan 44,c. Mailing Address: / / 7 ,E44 sr a CONTACT PERSON - who do we contact when your permit is ready to be issued f c DeLAe fvla 4' e Mailing Address: // 7 S t 4 et3v E -Mail Address: Bracco GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Cr'y41 pet/ ow.,e.) Set ell C 4S a4etJe Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record oZonci 61 `I- f"]SSocrZk.s 13 L4 A k e r/ / Lc., PIS le@ Jr a / /C/-, Co ell he% Nr4ca 4' 50;k es ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record v1/Ier C /. "I ,rel ' ,A et* , 12$ 3 8e/ -cRed () .c 3v; 4e i Jo 1,.,h @SI,u/ /c..Co H:\Applications\Forms- Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. rx D 1 - ice Project No (For office use only) King Co Assessor's Tax No.: 24¢ 230y - /02 -07 S /t ie City 100 Suite Number: New Tenant: Day Telephone: City Fax Number: S eft Me_ City Day Telephone: Fax Number: � e /4 awe City Day Telephone: Fax Number: Floor: ❑ Yes G4Jr4 State 2d 4-5YS- 4'94Y Zip Lc LtAd State State State 204 -3 Ls -zss3 244 - 3 Z OSSN Gi1 State 98%oz. Zip zs- ySa- Yo73 Y.so -Y0 Zip City Day Telephone: Fax Number: Expiration Date: "8t t z Zip sf�oos Zip Page 1 of 6 BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ Y� ova Existing Building Valuation: $ Scope of Work (please provide detailed information): Cu f e), ►f.% v.. //- C,.,c, -m It Wa // � a.t sA o6an, 1 14?.,.!}•// 5h re 'kJ 6/4.0 (a.) Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes Et No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: al Sprinklers Automatic Fire Alarm Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Saf ty Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System – For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh N.. No If yes, a separate permit and plan submittal will be required. ❑ None ❑ Other (specify) Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l Floor I I /8a ct --- -- —. r Floor 1, 17-Stt — '– r+ 3` Floor Floors thru ,^ Basement Accessory Structure* _— Attached Garage Detached Garage — _ Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ Y� ova Existing Building Valuation: $ Scope of Work (please provide detailed information): Cu f e), ►f.% v.. //- C,.,c, -m It Wa // � a.t sA o6an, 1 14?.,.!}•// 5h re 'kJ 6/4.0 (a.) Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes Et No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: al Sprinklers Automatic Fire Alarm Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Saf ty Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System – For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh N.. No If yes, a separate permit and plan submittal will be required. ❑ None ❑ Other (specify) Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDIN Signature: Print Name: era ( OCc ic r J9 e-, Mailing Address: 1/ 7 Epo / La - 1 7 — 230 Date Application Accepted: H:Wpplications\Forms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bit Date Application Expires: Date: 5V/5/09 Day Telephone: ZOL — . Y5 94 5' Sea 6 (Al/i" 9flia Z City State Zip Staff Initials: ( ) ' �� 1J�� V Page 6 of 6 Parcel No.: 2623049102 Address: 235 STRANDER BL TUKW Suite No: Applicant: CRYAN BUILDING Receipt No.: R09 -01304 Payee: CRYAN DEVELOPMENT LLC ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 6236 412.71 Authorization No. RECEIPT Initials: JEM Payment Date: 08/20/2009 10:28 AM User ID: 1165 Balance: $0.00 Account Code Current Pmts 000/322.100 000/345.830 640.237.114 247.40 160.81 4.50 Total: $412.71 I Permit Number: D09 -174 Status: PENDING Applied Date: 08/20/2009 Issue Date: Payment Amount: $412.71 PAYMENT RECEIVED doc: Receipt -06 Printed: 08 -20 -2009 Pro ct: AY/Tet / / /12/0 . Type of Ins ection: A/.4 / CV 6 7 /. e (.... / Date Called: Special Instructions: Date Wante • 0 ,/.2._, ,3 d / 9 a.m : Requester: Phone No: INSPECTION RECORD Z - ------- Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 j)65 l7 PERMIT N . 0NI`MENTS: ,/,1 ' 4 7 " /4/�%44i / l E D. Prior REINSPECTION Fl REQ UIR rior o inspection. fe4 must be paid at 6300 Southcenter lvd.. Suite 100. Call the schedule reinspection. ceipt No.: Date: pproved per applicable codes. Corrections required prior to approval. Project: G''A? c /s4N 8i'th'v Type of Inspection: /c Address: 235 _S - 7,4 0 ,41/- 4A z?Z • Date Called: Special Instructions: Date Wanted: /2 — 2 5- 0 a.m. Grm Requester: Phone No: #2o4 — 228 - 7?/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D Approved per applicable codes. PERMIT NO. 1'^ (206)431 -3670 El Corrections required prior to approval. COMMENTS: p 4 14 / -- it/00 Date: 2_ z 5_ 0 REINSPECTION FE REQUIRE '. Prior to inspection, fee must be at 6300 Southcenter Bl d., Suite 100. Call to schedule reinspection. R: -Ipt No.: !Date: Project: 1m ems: < < r✓ $ 4- At e s f Type of Inspection: Address: 23S Si' --a✓lcle, Ad d'.. Suite #: Contact Person: rY1,•Zc. - Special Instructions: Phone No.: 01 - 7-2,- 731 Needs Shift Inspection: Sprinklers: Are Alarm: _ Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Cg INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 0 o9- 17 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 i per applicable codes. n Corrections required prior to approval. COMMENTS: h4 Co""' /a Inspector: 94 Date: jzji.l 6 Hrs.: g $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 R o o f i n g P i l i n g S t e e l S o i l s W o o d September 16, 2009 File: 09 -190 Building Official City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Address: Permit No.: D09 -177 Reischling Press, Inc. 61h St. Suite 161 This is to advise you that special inspections are completed on the above referenced project. The following inspection was required and a copy of our report is attached. 1. Proprietary anchor installation 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 CC: Northwest Handling Systems, Inc. -Thom Drew A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION ANO MATE.ItiAt TEST NATIONAI_I.V ACCEPTED t AF?nn ATf1RY Tel: (425) 881 -5812 Fax (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 • Redmond, WA 98073 mmi lArevE ri YOFTtin SEP 1 7 1009 P ERmirc e T Field Report Report #: 50624 Testi0.46bbratory :Ina:1.126 lk ti'A Park 180, Suit C4 R rtion, d " Pho 425.88i 58127Fax,425. •• .{ • -._ .. Client: North West Handling Systems, Inc. 1100 SW 7th St. Renton, WA 98055 Contact: Thom Drew Inspection Performed: Proprietary Anchors Date: 7/16/2009 Distribution: ■/! Distribute Client Distribute Engineer Distribute Municipality Distribute Architect Project Number: Permit #: Project Name: Address: Time: 9:00:00 AM Observed installation of new single bay of pallet racking at south end of building next to employee break room. Rack is HP chiller rack. Hilti KB -TZ 1/2" by 4 1/2" expansion anchors were used according to manufacturer's recommendations. Calibrated torque wrench was used to verify 40 ft/lbs of torque at all 4 bolts per ESR #1917. Distribute Contractor Distribute Owner Distribute Other Distribute Other 09 - 190 D09 -177 Reischling Press, Inc. 3325 S. 116th St. Suite 161 Temperature: 70 Inspector: Bosma, Rory 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 ofillEN INOSSIMMMIMM SHUTLER CONSULTING ENGINEERS, Inc. 12503 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425) 450 -4075 FAX (425) 450 -4076 STRUCTURAL CALCULATIONS FOR: NEW SAWCUT OPENINGS -- 235 STRANDER BLVD BUILDING TUKWILA, WASHINGTON ARCHITECT: LANCE MUELLER & ASSOC. 130 LAKESIDE SEATTLE, WA 98122 (206) 325 -2553 DESIGN CRITERIA: CODE ROOF LIVE LOAD WIND LOAD SEISMIC ZONE MY VOILA AUG 2 0 2009 PERMIT CENTER JOB 235 Strander SHEET NO. COVER CALCULATED BY jch CHECKED BY SCALE JOB NUMBER 01- 65.03q FILE COPY REVIEWED FOR CODE COMPLIANCE APPROVED SEP 14 2009 -J y. . INTERNATIONAL BUILDING 25 PSF SNOW LOAD 85 MPH ZONE, EXPOSURE "B ", Ie =1.0 SITE CLASS D', Sds= 0.949, Sd1= 0.491, DESIGN CATEGORY 'D', R =5.0, Ie =1.0 OF DATE 8/11/2009 DATE FOUNDATION IS SUPPORTED BY EXISTING PILES WITH A 40 TON OR 60 TON CAPACITY. City of Tukwila I t DWI$ICN P I 14 SHUTLER CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450 -4076 r<A06,4., k.s. / P 44 Ouc e 0946 SHEET NO. / I CALCULATED BY DATE SCALE JOB OF SHUTLER - CONSULTING =Bl "''' ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450 -4076 JOB DATE (`11 /, SHEET NO. J � v CALCULATED BY 0` SCALE SHUTLER CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450 -4076 JOB e2 e G .t..e 4,C SHEET NO. ✓ 3 OF CALCULATED BY DATE SCALE 0- /0-0 4 .• 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450 -4076 k>ygrikre tait6 /k SHUTLER CONSULTING ENGINEERS, INC - vd-Ect,- JOB CALCULATED BY / ��T DATE C.� '° ! U -- 01 SHEET NO. SCALE SHUTLER CONSULTING ENGRS 12503 Bel -Red Road Suite 100 Bellevue, Washington 98005 (425) 450 -4075 * Fax (425) 450 -4076 ev: 58003 User: KW- 0Ei00346, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description Wall section between new openings General Information Loads Note: Width Depth Rebar: 4- # 5 d= 4 -# 5 d= Axial Loads Summary Po' .80 P : Balanced Ecc : Balanced Slenderness Actual k Lu / r M- critical Combined Eccentricity Magnification Factor Design Eccentricity Magnified Design Moment 19.000 in 12.000 in 2.000 in 10.000 in Applied : Pu : Max Factored Allowable : Pn * Phi @ Design Ecc. per ACI 318 - 95 Section 10.12 & 10.13 26.667 Neutral Axis Distance Phi Max Limit kl /r Beta = M:sustained /M:max Cm El / 1000 Pc : piA2 E I / (k Lu) ^2 alpha: MaxPu / (.75 Pc) Delta Ecc: Ecc Loads + Moments Design Ecc = Ecc * Delta Title : Dsgnr: Description : Scope : Rectangular Concrete Column Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 fc Fy Seismic Zone LL & ST Loads Act Separately ACI C -1 59.52 k 376.42 k 4.76 k -ft 0.960 in 1.00 0.960 in 4.76 k -ft 579.10 k 237.60 k 5.976 in Elastic Modulus ACI Eq. C -1 12.4450 in 0.6500 34.0000 0.7715 1.0000 0.00 0.00 0.0000 1.0000 0.960 0.960 A CI Fact (per ACI 318 -02, applied internally to entered loads) ACI C -1 & C -2 DL 1.400 ACI C -2 Group Factor ACI C -1 & C -2 LL 1.700 ACI C -3 Dead Load Factor ACI C -1 & C -2 ST 1.700 ACI C -3 Short Term Factor ....seismic = ST * : 1.100 3,000.0 psi 60,000.0 psi 4 Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318 -02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318 -02 C.2 Dead Load Live Load Short Term 32.800 k 8.000 k k 19.00 x 12.00in Column, Rebar: 4 - #5 @ 2.00in, 4 - #5 @ 10.00in ACI C -2 45.92 k 376.42 k 3.67 k -ft 0.960 in 1.00 0.960 in 3.67 k -ft 579.10 k 237.60 k 5.976 in 3,122.0 ksi ACI Eq. C -2 12.4450 in 0.6500 34.0000 1.0000 1.0000 0.00 0.00 0.0000 1.0000 0.960 0.960 0.750 0.900 1.300 Total Height Unbraced Length Eff. Length Factor Column is BRACED Job # Date: 3:54PM, 17 JUN 09 ACI C -3 29.52 k 376.42 k 2.36 k -ft 0.960 in 1.00 0.960 in 2.36 k -ft 579.10 k 237.60 k 5.976 in Ada "f "1.4" Factor for Seismic Add "I "0.9" Factor for Seismic 8.000 ft 8.000 ft 1.000 Eccentricity in Column is OK Beta 0:850 ACI Eq. C -3 12.4450 in 0.6500 34.0000 1.0000 1.0000 0.00 0.00 0.0000 1.0000 0.960 in 0.960 in Page 1 1.400 0.900 a 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450 -4076 SHUTLER CONSULTING ENGINEERS, INC JOB SHEET NO. CALCULATED BY DATE SCALE CP- /U -'61 OF 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450 -4076 SHUTLER JOB CONSULTING 7 /� ENGINEERS, INC SHEET NO. (J OF CALCULATED BY DATE SCALE rowatuttiF MI MEI SHUTLER CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450 -4076 Lim "or tch_ — 4 It() x/ i " u' rd Y ( ,'(b , Y:)(ig_) , ( ;) (/2 -s/ ) (lU -0) r 14 - -Wi. g. (P 4§� 1 JOB V � _41 SHEET NO. 1 / 2 OF CALCULATED B Y�j (-J04 �) DATE f Y 6 / SCALE SHUTLER CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450 -4076 JOB SHEET NO CALCULATED BY DATE SCALE L�3 Li- / �-- U AZEISM ABM SHUTLER CONSULTING ENGINEERS, INC. 12503 Bel -Red Road, Suite 100 Bellevue, WA 98005 (425) 450 -4075 • FAX (425) 450 -4076 Seismic Criteria: Occupancy Category, I, II, Ill 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 D C Average roof height Long period transition period, T T C *(h =0.75 F F,, Maximum spectral response acceleration at short periods, S = F *S Maximum spectral response acceleration at 1- second, S = F„ * S Design spectral response acceleration at short periods, S = 2/3 * SMs Design spectral response acceleration at 1- second, SDI = 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. C SDS /( /I) If T < T then CS(max) = S / ( T * (R /I)) If T > T then Cs(max) = SDI * TL / (T * (R / I )) CS(min) = 0.01 If S is equal to or greater than 0.6g, then Cs(min) = 0.50 * S / ( R/I ) Seismic Design Force V=Cs * W = 0.190 W Diaphragm Shear force Fpx (min) = 0.2 * Sips * I * WPX Fpx (max) = 0.4 * S * I * WPX File:Seismic cover ASCE 7- 05.xls, modified 12 -5 -07 JOB SHEET No. CALCULATED BY DATE SCALE LATERAL ANALYSIS & DESIGN = 0.190 WPX = 0.379 WPx S 1 q ................. = 1.00 142-4Q,:: % D • 5.00 2.50 0.02 20.00 ft. 6.00 0.189 Sec. = 1.000 = 1.513 = 1.423 = 0.737 0.949 0.491 = D = D OF = 0.190 Controls = 0.519 N.A. = 0.010 N.A. Conterminous 48 States 2006 International Building Code Latitude = 47.456 Longitude = - 122.26 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 1.423 (Ss, Site Class B) 1.0 0.487 (S1, Site Class B) Conterminous 48 States 2006 International Building Code Latitude = 47.456 Longitude = - 122.26 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.513 Period Sa (sec) (g) 0.2 1.423 (SMs, Site Class D) 1.0 0.737 (SM1, Site Class D) Conterminous 48 States 2006 International Building Code Latitude = 47.456 Longitude = - 122.26 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.513 Period Sa (sec) (g) 0.2 0.949 (SDs, Site Class D) 1.0 0.491 (SD1, Site Class D) strander blvd, renton, wa - GoOg • 4i4 , '; ' 6 .,..7 2 .:-4'1?1 , :•4.1,...t.M* - R—'' . ''''.---L- ;- ; - ,. ':".4 •... • (2‘ 3 - ; \\ 4 • -4 I ;,..--i 8:161st S.:4; s„,764 1 ri• O . CP • , C : •• ; Ai • 1.7.1 1.4,) I i ••- I r, ,,, '-- 0 S 163rd Pl -- - ; ...., .• l \ iadtc i o5.' tf 1 -- , ---i L --- --1 , r— -I 'it to ••"— 0 r r Si tAi ju7 [ . St •-• nit fi • L.__ • k I 3th St- -.1 _ L. . h t S1T2nd1 r• 6,'", S'Pliihceriter Blvd aps , (-- '. A3:7 :: - • :....s e t.._....... -1;3 fi 156th tj till' - 1:,, CS.1th BC s r--- .-. . • C67th - St •-• - Il , r . • •:.:• • 4N • • ! (1) S n •"`'olp, 1 '4" .40 Fr ■‘ • • • c.'" •4'•••• '•••14 • • • - s• '" Mall ,f'1 ;!.irf 4. , - •;•.;.1`f. fli ttP://rnari t, s:.google.corn/maps?q=235+strander+blvd,+renton,+wa&oe— ... ,• . .„ . S S 153rd St .;-.14 • - , rtigari , • . 4 ,7',••":: • '44 St is- 41;••• LJpLrnl t'. 'Nara r• " ---- r-- 1 I i I I I. • .4ItA•4141 sro \•-,i701•$0,•'. .• sot • ›j• • . )/ rn 1.4 o 1 • • .44r • .(2.; 9 • 11! axgr4Dr 47. • ri• 191 • • *D. / • ! tt' \ R:•: , .. . 1 LI . • '•,.... I --. . 1 I :r .1 ! •:.';•!. • .c. k , . ,l' ,2: . . . • L•.• i I c ' •,, , 12o. 13z. 12 I ,m c- x. I ' • r • •• • i ,•_1 ! - . . • ,... , i , - '?.,• ".• 1. .- -• Z . r4t.' • MirsIder Blvd a I , I •• ©2009 Google - Map data 02009 Tele Atlas - Terms' of . • ; '•fr•SV- , I Nlviland 'Dr ' 1, • C I • ..1. 1 i .-1 917:3 ea --- Strander Ell ' •74... . ---.---- - ,-- -, r---- •,-- •,...... 11 A • s • 4, ., I II , ; • . i ''cl 1 \ •....,, ,...i t \\ \ *• r. . ••••.-, 1- ' - ..• 1 ll"' - , • - ;44;1 9. C.Trecis Di I \ ' )' •, - -\ e,.. ..) 1 '' ri . -4:4- • ACTIVITY NUMBER: D09 -174 DATE: 08 -20 -09 PROJECT NAME: CRYAN BUILDING SITE ADDRESS: 235 STRANDER BL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPART ENTS: 9/)-11) Plding Division f )14c Wor 4 v i DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 hi PERMIT COORD COPY PLAN REVIEW /ROUTING SUP *VC RC )4 4 . k re Prevention Structural Incomplete I Not Applicable ❑ Planning Division Permit Coordinator II DUE DATE: 08-25-09 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route 1 Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE: 09-22-09 Approved Approved with Conditions ❑ Not Approved (attach comments) I I Notation: REVIEWER'S INITIALS: DATE: q Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E - mail: tukplan0ci.tukwila.wa.us AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING e ickee ec.kor [please print name] • , states as follows: 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number 12-, and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform constructi • ' ork Owner Owner s ent* Signed and sworn Yo before me this )5 Residing at day of NOTARY PUBLIC in and for the State of Washington Name as commissioned: 1 PERMIT NO: DD't — Ii1 , 20 . Y ` �� - , Coun My commission expires: 11/ — �l =DO t Permit Center /Building Division 206 431 -3670 Public Works Department 206 433 - 0 1 79 Planning Division 206 431 -3670 18.27.090 Exemptions, The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12. Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW - that employs a certified journeyman electrician, a certified,esidential specialty electrician, or an electrical trainee meetifig l e` : requirements of chapter 19.28'RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric powerand-limitedwaste and /or water connections. A i ele ical.trainee' must be supervised by a certified electrician while performing plumbing work. • Per Washington State Department of Labor and Industries, lessee has been interpreted to be equivalent to owner for the purpose of these exemptions. V) / � 2' II 00 © 00 00 © \I EXIST'G LANDSCAPING 22' -6" 2 3 4 5 6 10 C11 C12 C1 3 C1 4 C15 C16 N EXIST PATH 3UMPSPER EXIST'G DRIVE EXIST LIGHT it FIXTURES (TYPICAL) If EXIST LIGHT 59 17' 25' -7" 8 60 9 C. 61 C - X ST \G PAR \ � Z 7 BIKE RACK FOR K I \ C 58 C 57 CONC. WALK 3 BIKES 00 C 56 EXISTING S.W. & LANDSCAF C 55 66' 8'x10' RECYCLE ENCLOSURE Q STRA \DER BLV C 54 C 53 COLUMN ELEMENTS C 52 EXIST BLDG 1ST 6638 S.F. 2 \3 1975 S.F. LANDSCAPING 463 7,101 STA\ DAR 3 STALLS = 42 CO V PACT = 17 ADA ,, = 2 TOTAL = 61 BIKE PACK — RIBBON TYPE OR INVERTED 'U FOR 3 BIKES �vvA 51 ING 50 30' EXISTI \ A»ITO\ 2,844 S. J PAINTED WALK 3' — 4 TF PERMIT CONC WALK EXIST DRIVE PLANTER 3 45 —4" 43 23' 19' N 39 •1 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 " � a s \ 179.8' =166' EXIST'G LANDSCAPING -) LA\ 49 48 47 46 45 44 PLANTING 42 41 38 37 36 35 c 34 c EXIST. LIGHT 1 0' R_ ADDITIO\ HAS A\ EXISTI \G LOW GROUND COWER PACKAGES DRAIN SIM. t YP PLANT. EXIST'G LANDSCAPING LEGAL DESCRIPTION. THAT PORTION OF THE S.E. 1/4 OF THE N.W. 1/4 OF SEC. 26, TWP. 23 N., R. 4E., W.M. SITUATED IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS. BEGINNING AT THE MOUNUMENTED INTERSECTION OF THE CENTERLINES OF SOUTHHCENTER PARKWAY (57TH AVENUE SOUTH) AND STRANDER BLVD. (SOUTH 164TH STREET)± THENCE S 89° 45'58" E ALONG THE MOUNUMENTED CENTERLINE OF SAID STRANDER BLVD. A DISTANCE OF 67505 FT. TO AN INTERSECT WITH THE MOUNUMENTED EAST LINE OF SAID SUBDIVISION± THENCE S 0° 25' 58" E ALONG SAID EAST LINE A DISTANCE OF 30.00 FEET TO AN INTERSECT WITH THE SOUTH MARGIN OF SAID STRANDER BLVD. AND THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED TRACTO THENCE N 89° 45'58" W ALONG SAID SOUTH MARGIN A DISTANCE OF 200.00 FEET± THENCE S 0 °25'58" E ALONG A LINE PARALLELED. OF 200.00 FEET± THENCE S 89 °45'38 "E ALONG A LINE PARALLEL TO THE SOUTH MARGIN OF SAID STRANDER BLVD. A DISTANCE OF 200.00 FEET TO AN INTERSECT WITH THE MONUMENTED EAST LINE OF SAID SUBDIVISION ± THENCE N 0 °25'58" W ALONG SAID EAST LINE A DISTANCE OF 200.00 FEET TO THE TRUE POINT OF BEGINNING. SITUATED IN THE TOWN OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. TAX PARCEL NO. 262304- 9102 -07 STRANDER SOUTHC 26 V SOUTHCE \TER C I \ TY PO ER PLAZA v <<\ B • Date: 0400 CH EVANS BI BAKER BLVD TREE OF PLANNING APPROVED No changes can be made. to these plans without approval from the Planning Division of DCD :p %144) FILE COPY Permit No. DO 1711 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any ado • ed code or ordinance. Receipt o approved F ;,:• . • : kt. dcnawiedged: 9 //a) REVISIONS filo 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. City Of Tbkwita BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED 1 SEP 14 2009 Al— City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 2 0 2009 PERMIT GENTSR •201-114-1 CSD cV STORAGE LOUNGE 3'- 0'x7' -0• KIDS PLAY AREA OFFICE 42• HIGH DISPLAY CASES 41 1 lkorte ENTRY VESTIBUL F ENTRY STORAG WOMEN LUNCH ROOM MARMOLEUM ORDER DINING DINING SERVE SERVICE PREP /WAREWASH 0 0 E NEW STOREFRONT NEW STOREFRONT EXISTING VAULT OFFICE (CARPET) SCALE; 1/8" =1'- R P /1 65' ,, A \ 29' -9" METAL COPING, PAINTED STUCCO, PAINTED HORIZONTAL REVEAL .(TYR) WALL SCONCE (TYP,) INSULATED STOREFRONT SCALE: 1/8" =1 DN V A II 5'_4" REMOVE EXIST. WC AND REPLACE UJ/ LA 1 TOIL EXIST. WALL -}1_ i OPEN CFO. x ,.0 II EXIST. DR 1 5 - 8 " EXIST. WALL N X _ 11� IZI n 1-1 ❑ ADD 4 -30 "x30" WINDOWS 42" A.F.F. IN EXIST. WALL / 0 E NEW WALL W/ 2 -36 "x42" WINDOWS 36" AFF. 9' -0" II 31311 EXIST. WALL LOS. NEUJ DR 2' -0' 3' -/ II II m In PACIFIC GUARANTEE MORT4GE 235 STRANDLER BLVD. SUIT- 4 *200 TUKWILA, 1LA61 IINCzTON TENANT IMPROVEMENT NOTES: I/ 4•• ��_ 1. PAINT ALL INTERIOR WALLS. 2. PROVIDE 4" RUBBER BASE 6 ALL NEW WALLS. 3. REPLACE ALL DAMAGED CLG. TILE TO MATCH EXIST. 4. NEW CARPEL TO MATCH EXIST. 5.PAIN7 NEW DOORS 4 WINDOWS. D09- rv-i SPANDRAL GLASS' SPANDRAL REVIEWED FOR CODE COMPLIANCE APPROVED 1 SEP 14 2009 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 2 0 2009 PERMIT CENTER 1' 3' -6" OPNG. 21' -0" OPNG. 1' -7" 3' -6" 21'— '1 —2Y" 2 A -1.0 =,-LI, r L - • NEW 8' -6" NEW 8' -6 1' -2Y" 2 PARTIAL NORTH VAULT WALL ELEVATION BOTTOM OF (E) CONCRETE SLAB 0' -0" STOREFRONT PER ARCH. (E) SIDEWALK 1 I� T,I 11 i 111 - (E) 12)2 "x34" GRADE BEAM —I —� — ti Il 11I 11 SECTION A -1.0 SCALE: 3 " =1' -0" 24' -6" B -1.0 8" CONC. WALL (E) 12" CONC. SLAB 8' -0" (E) 12Y" WALL TO BE REMOVED - SAWCUT EXISTING WALL 2" MiN. CLEAR OF (E) GRADE BEAM TOP OF (E) GRADE BEAM N — 0 (E) SLAB IN FORMER VAULT 6' -0" TI11 x,11 �- �III (E) NEW 7' -8" 3' -4 " 61 OPENING OPNG. 3' -6" PARTIAL SOUTH VAULT WALL ELEVATION 21' -6" (E) 7" CONC. SLAB —\ 1�� (o' -0 "I (E) 12Y2 "x24 " - - - —I— -- — �- SCALE: 3 " =1' -0" 0 11 F 8" CONC. WALL (E) 12" CONC. SLAB 1'— (E) THICKENED SLAB 1 (E) 7" CONC. SLAB 8' -0" (E) 12)2" WALL TO BE REMOVED SAWCUT EXISTING WALL 2" MIN. CLEAR OF (E) GRADE BEAM TOP OF (E) GRADE BEAM 0 Co SECTION B -1.0 L (E) SLAB IN FORMER VAULT 5' -7" (N) 8' -6" 6' -6" OPENING SCALE: Y " =1' -0" A -1.0 5' -4" (E) 3' -4" OPENING GENERAL NOTES CODE: INTERNATIONAL BUILDING CODE, 2006 EDITION LIVE LOADS: ROOF 25 PSF SNOW LOAD FIRST FLOOR 100 PSF SECOND FLOOR 50 PSF PLUS 20 PSF PARTITION LOAD WIND ..85 MPH ZONE, EXPOSURE "B ", IW = 1.0 SEISMIC DESIGN INFORMATION: Ss = 142.30% Sns = 0.949 Si = 48.70% SDI = 0.491 Cs = 0.190 R =5.0 00 =2.5 IE = 1.0 SITE SOIL CLASS = D SEISMIC DESIGN CATEGORY = D SEISMIC USE GROUP = II PILES: EXISTING PILES HAVE A 40 TON OR 60 TON CAPACITY. SEE STRUCTURAL DRAWINGS FOR LOCATIONS. CONCRETE: EXISTING PILE CAPS AND WALLS 2500 PSI EXISTING GRADE BEAMS AND SLABS 3000 PSI EPDXY: EPDXY FOR FASTENING ANCHOR BOLTS AND REBAR INTO EXISTING CONCRETE 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. REINFORCING STEEL: . EXISTING STIRRUPS AND TIES ARE GRADE 40, (Fy= 40,000 psi). ALL OTHER EXISTING REBAR IS GRADE 60, (Fy= 60,000 psi). INSPECTIONS: A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS FOR ALL REQUIRED INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, SHUTLER CONSULTING ENGINEERS, THE OWNER AND THE ARCHITECT 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 CONSTTL'UTE AN OFFICIAL INSPECTION. SPECIAL INSPECTION SHALL ALSO BE PROVIDED FOR ALL EPDXY AND EXPANSION BOLT INSTALLATION AS REQUIRED BY IBC SECTION 1704. SHOP DRAWINGS: SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE STRUCTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. 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. 21' -0" (N) 8'-6 " OPENING (E) 12" CONCRETE SLAB NEW 7' -8" OPNG. (E) 3Y" DEEP RECESS IN SLAB PARTIAL FOUNDATION PLAN NOTES; 1) CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS & DIMENSIONS IN FIELD. NOTIFY ARCHITECT & ENGINEER OF DIFFERENCES. 2) TOP OF FINISHED FLOOR IS REFERENCE DATUM 10' -0") 11 fl B -1.0 5' -4" 2)c 2 (E) 12" CONC. WALL L (E) 8" CONC. W/ ' d)0$- P11 RCV IEWED FOR CODE COMPLIANCE APPROVED SEP 14 2009 LL City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 2 0 2009 PERMIT CENTER elop 60 -bZ -9 PERMIT SUBMITTAL ° 1 C uoisina.l I •oul a��p _ 01 -65.03 job no. .4 V• CP %A 11. F IA Hr -1 1 \., 1I 1 1 • JH checked 60 -bZ -9 a LL£ mil c ©2009 Ln's aocumenT may oe reproaucea, in any form or by any means, without permission in writing from Shutter Consulting Engineers, Inc. III II= ENGINEERS Inc. 23 STRANDER SOULEVAIRD EUILOINC TUKWILA, WASHINGTON L../■/■/■ I0I sheet S - 1.0 1 OF 1 1' 3' -6" OPNG. 21' -0" OPNG. 1' -7" 3' -6" 21'— '1 —2Y" 2 A -1.0 =,-LI, r L - • NEW 8' -6" NEW 8' -6 1' -2Y" 2 PARTIAL NORTH VAULT WALL ELEVATION BOTTOM OF (E) CONCRETE SLAB 0' -0" STOREFRONT PER ARCH. (E) SIDEWALK 1 I� T,I 11 i 111 - (E) 12)2 "x34" GRADE BEAM —I —� — ti Il 11I 11 SECTION A -1.0 SCALE: 3 " =1' -0" 24' -6" B -1.0 8" CONC. WALL (E) 12" CONC. SLAB 8' -0" (E) 12Y" WALL TO BE REMOVED - SAWCUT EXISTING WALL 2" MiN. CLEAR OF (E) GRADE BEAM TOP OF (E) GRADE BEAM N — 0 (E) SLAB IN FORMER VAULT 6' -0" TI11 x,11 �- �III (E) NEW 7' -8" 3' -4 " 61 OPENING OPNG. 3' -6" PARTIAL SOUTH VAULT WALL ELEVATION 21' -6" (E) 7" CONC. SLAB —\ 1�� (o' -0 "I (E) 12Y2 "x24 " - - - —I— -- — �- SCALE: 3 " =1' -0" 0 11 F 8" CONC. WALL (E) 12" CONC. SLAB 1'— (E) THICKENED SLAB 1 (E) 7" CONC. SLAB 8' -0" (E) 12)2" WALL TO BE REMOVED SAWCUT EXISTING WALL 2" MIN. CLEAR OF (E) GRADE BEAM TOP OF (E) GRADE BEAM 0 Co SECTION B -1.0 L (E) SLAB IN FORMER VAULT 5' -7" (N) 8' -6" 6' -6" OPENING SCALE: Y " =1' -0" A -1.0 5' -4" (E) 3' -4" OPENING GENERAL NOTES CODE: INTERNATIONAL BUILDING CODE, 2006 EDITION LIVE LOADS: ROOF 25 PSF SNOW LOAD FIRST FLOOR 100 PSF SECOND FLOOR 50 PSF PLUS 20 PSF PARTITION LOAD WIND ..85 MPH ZONE, EXPOSURE "B ", IW = 1.0 SEISMIC DESIGN INFORMATION: Ss = 142.30% Sns = 0.949 Si = 48.70% SDI = 0.491 Cs = 0.190 R =5.0 00 =2.5 IE = 1.0 SITE SOIL CLASS = D SEISMIC DESIGN CATEGORY = D SEISMIC USE GROUP = II PILES: EXISTING PILES HAVE A 40 TON OR 60 TON CAPACITY. SEE STRUCTURAL DRAWINGS FOR LOCATIONS. CONCRETE: EXISTING PILE CAPS AND WALLS 2500 PSI EXISTING GRADE BEAMS AND SLABS 3000 PSI EPDXY: EPDXY FOR FASTENING ANCHOR BOLTS AND REBAR INTO EXISTING CONCRETE 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. REINFORCING STEEL: . EXISTING STIRRUPS AND TIES ARE GRADE 40, (Fy= 40,000 psi). ALL OTHER EXISTING REBAR IS GRADE 60, (Fy= 60,000 psi). INSPECTIONS: A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS FOR ALL REQUIRED INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, SHUTLER CONSULTING ENGINEERS, THE OWNER AND THE ARCHITECT 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 CONSTTL'UTE AN OFFICIAL INSPECTION. SPECIAL INSPECTION SHALL ALSO BE PROVIDED FOR ALL EPDXY AND EXPANSION BOLT INSTALLATION AS REQUIRED BY IBC SECTION 1704. SHOP DRAWINGS: SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE STRUCTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. 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. 21' -0" (N) 8'-6 " OPENING (E) 12" CONCRETE SLAB NEW 7' -8" OPNG. (E) 3Y" DEEP RECESS IN SLAB PARTIAL FOUNDATION PLAN NOTES; 1) CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS & DIMENSIONS IN FIELD. NOTIFY ARCHITECT & ENGINEER OF DIFFERENCES. 2) TOP OF FINISHED FLOOR IS REFERENCE DATUM 10' -0") 11 fl B -1.0 5' -4" 2)c 2 (E) 12" CONC. WALL L (E) 8" CONC. W/ ' d)0$- P11 RCV IEWED FOR CODE COMPLIANCE APPROVED SEP 14 2009 LL City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 2 0 2009 PERMIT CENTER