Loading...
HomeMy WebLinkAboutPermit D11-178 - DESIGN IMPORTS INDIA - STORAGE RACKSDESIGN IMPORTS INDIA 6700 RIVERSIDE DR D11 -178 City ATukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 7888900164 Address: 6700 RIVERSIDE DR TUKW Suite No: Project Name: DESIGN IMPORTS INDIA DEVELOPMENT PERMIT Permit Number: D11 -178 Issue Date: 07/20/2011 Permit Expires On: 01/16/2012 Owner: Name: GREEN RIVERSIDE LLC Address: 265 CAREFREE WAY , FRIDAY HARBOR WA 98250 Contact Person: Name: CAREY FERGUSON Address: 500 SW 16 ST , RENTON WA 98057 Contractor: Name: MR RACKS LLC Address: 2415 S 242 ST , DES MOINES WA 98198 Contractor License No: MRRACRL24BN Phone: 253- 569 -9765 Phone: 206 - 383 -9742 Expiration Date: 01/14/2012 DESCRIPTION OF WORK: RELOCATE CUSTOMER SUPPLIED RACKS FROM KENT WA AND OXNARD CA TO NEW FACILITY IN TUKWILA. EACH SECTION IS 42 "D X 16'H X 8' AND /OR 12' WIDE. 530 SECTIONS Value of Construction: $0.00 Fees Collected: $1,485.46 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0025 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D11 -178 Printed: 07 -20 -2011 • • Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. 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 Permit Center Authorized Signature: Date: 01 I hereby certify that I have read and = , ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the p ormance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. kl Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional m 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. 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, doc: IBC -7/10 D11 -178 Printed: 07 -20 -2011 any violation of any of the provisions of the ing code or of any other ordinances of the -of Tukwila. Permits presuming to give authority to violate or c the provisions of the code or other ordinan f 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. 8: ** *FIRE DEPARTMENT CONDITIONS * ** 9: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 10: The southwest corner of the storage area does not have adequate smoke vent coverage. A UL listed smoke vent must be installed in this area to maintain coverage per International Fire Code Table 910.3. 11: 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) 12: 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 m 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) 13: 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) 14: 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) 15: 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) 16: Storage shall be maintained 2 feet or more below the ceiling in nonsprinldered areas of buildings or a minimum of 18 inches below sprinlder head deflectors in sprinldered areas of buildings. (IFC 315.2.1) 17: Clearance between ignition sources, such as light fixtures, heaters and flame - producing devices, and combustible materials shall be maintained in an approved manner. (IFC 305.1) 18: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinlder at the 15 foot elevation of the column, (c) ceiling sprinlder density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13) 19: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. 20: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 21: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 22: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 23: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 24: 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 doc: IBC -7/10 D11 -178 Printed: 07 -20 -2011 travel is not immediately visible to the occu s. Exit sign placement shall be such that no t in an exit access corridor is more than 100 feet (30,480 mm) h listed viewing distance for the sign, which is less, from the nearest visible exit sign. (IFC 1011.1) 25: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing m proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 26: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 27: 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) 28: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. lllumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 29: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 30: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 31: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D11 -178 Printed: 07 -20 -2011 CITY OF TUKW�1 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Pe o. ``� l Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: -7 �� c�C(C) " G ((p Lf Site Address: / r tp bb (V-e(��� de Arc, Yom- Suite Number: Floor: Tenant Name: .r04/0D( - -1A -1: u (b2 Z) New Tenant: Yes D.. No Property Owners Name: t 1 1 P Mailing Address: po t OX ST `7 / 0 City 14)4 9r/38 state Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: S L S6/` Day Telephone: as.? Mailing Address: Co SoL- - - 67 boA r 7 E -Mail Address: Cetre y e (r Cs , Cow CFiax ty Number: '%.r c 6 St te 5-6 /z114. GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: 144 Mailing Address: s_.6 6 tJ 5 (4) 16 a s- ` f'� PM/fV �► City Contact Person: ea- til / J t r (-S 6 "-I Day Telephone: ry E -Mail Address: (Q - - / ✓ 1 (Ci 5 , (6 Fax Number: Contractor Registration Number: p 4 C 9a Y GA/ Expiration Date: p0.1- suit ?cJ e Zip C25-3 s7 9 qi6, s" ¥as ?8 7 5'0/4t, br /2 ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: city Day Telephone: Fax Number: State Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: 8 a_Si ( lea /'1c,/ a i I Da la( tae tsL= /�- Gi/A qre / b Ili4-4-1 /a- e hof ,r, (ern, H:\ Applications\Porms- Applications On Line \2010 Application \7 -2010 - Permit Application.doc Revised: May 2011 bh City / State Day Telephone: o7 6 6 O5 / ?--,36 3 Fax Number: Page 1 of 6 BUILDING PERMIT INFORMATIo— 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 75" 3 ,) , i Scope of ark (please provide detailed information): 0 c�-e Cyi m -ter Stw 6 %2 1 cxvi,d, o)< L4 / C:0i t -h /Jac r� ca././/:71-7, G / -Gi �.�Y A ,k % l Lu E� S ; 5 9 6 X 16 ' /1 X W' ) ' .01.e Sao .?&169- 1 -5 t Existing Building Valuation: $ Will there be new rack storage? ❑ ....Yes ❑ ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers g Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:1Applications\Forms- Applications On Line12010 Applications\7 -2010 - Permit Application.doc Revised, May 2011 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers g Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:1Applications\Forms- Applications On Line12010 Applications\7 -2010 - Permit Application.doc Revised, May 2011 bh Page 2 of 6 PERMIT APPLICATION NOTES — icable 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 OWNER QIiAUTHORIZED A ENT: Signature: Print Name: r s J 1.4.--57/77, Mailing Address: S'6 SW / 6 (5 IS/ Date: 6 /Zi /// Day Telephone: 025:7 sZ 9r6 5- -2v7. p-7i W// / O ^? City State Zip IDate Application Accepted: Date Application Expires: Staff Initials: H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: May 2011 bh Page 6 of 6 PLUMBING AND GAS PIPING PER. INFORMATION — 206 -431 -3670 0 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Intl Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen (>750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets/outlets for a specific gas Each additional medical gas inlets/outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:\Applications\Forms- Applications On Line\2010 Applications17 -2010 - Permit Application.doc Revised: May 2011 bh Page 5 of 6 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.ov RECEIPT ParcelNo.: 7888900164 Permit Number: D11 -178 Address: 6700 RIVERSIDE DR TUKW Status: APPROVED Suite No: Applied Date: 06/21/2011 Applicant: DESIGN IMPORTS INDIA Issue Date: Receipt No.: R11 -01516 Initials: JEM User ID: 1165 Payment Amount: $902.05 Payment Date: 07/20/2011 10:42 AM Balance: $0.00 Payee: MR. RACKS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1988 902.05 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 640.237.114 Total: $902.05 897.55 4.50 doc: Receipt -06 Printed: 07 -20 -2011 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.TukwilaWA.gov RECEIPT ParcelNo.: 7888900164 Permit Number: D11 -178 Address: 6700 RIVERSIDE DR TUKW Status: PENDING Suite No: Applied Date: 06/21/2011 Applicant: DESIGN IMPORTS INDIA Issue Date: Receipt No.: R11 -01266 Initials: User ID: WER 1655 Payment Amount: $583.41 Payment Date: 06/21/2011 02:09 PM Balance: $902.05 Payee: MR RACKS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1931 583.41 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 583.41 Total: $583.41 doc: Receiot -06 Printed: 06 -21 -2011 -12e) INSPECTION NO. INSPECTION RECORD Retain a copy with permit 112ll-17b' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Projet�..S -114 l/ �1 A Jivers Type F A J M . . - 8 , - 3 . ( ^ C Address: Date Called: Special Instructions: No A-- / Date Wanted:/ _3 ( _ /2_ Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. Z COMMENTS: A-4k t r r c c '`v 44-f MA .-- __. perm-T _ . .. • . . - 4, .0 1 I L' .1 ; . . ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioh. INSPECTION RECORD Retain a copy with permit INSPECTION N0. ' PERMIT NO. • • . -CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter•Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: A-ezi /%-i 7T:44i 0 ri:s Type of Inspection: i^ 8 Address: to 76 Date Called: 01 e a f �' . .rr r'_n (. 1 ,1 iAT-:A Special Instructions: �e .... r Date Wanted:. : a.m. ^ r_( -7_/� tm, Sj44 ft Requester: A ..,: (AAJ/e 4/),,IJJr %-4ve Phone No: !i s k i ,N i lei .. • QApproved per applicable codes. affections required prior to approval. COMMENTS: t 65 Mir I4-A-tJF f J , I CA e1 ids A -7! t,Jr" 3 Aim/ Id ki . _5, :0 (AAS — ea C,1-1 ..i(t 01 e a f �' . .rr r'_n (. 1 ,1 iAT-:A IIr i:t(C_ raA&ei ,`CLe" ,N -.---t-r-) h A--7---1..,,AT4-&-e 7c dk r `.,-- (1, . e.e r; r -' ,� ,d g c . t,,c) pr-si Tv 8tit'(L,d'A r'n . A ..,: (AAJ/e 4/),,IJJr %-4ve - -e) (T ‘a S-. /-P be 11 l 1 +r°. S.1 AL if 1, A� !i s k i ,N i lei .. opA cAeUA-I i . 1:1, 41 fat& • ti v..._ InspeEor: ` • u REINSPECTION,EE REQUIRED. rior to next inspection, fee must be paid at 6300 Souhcenter Blvd.. Suite 100. Call to schedule reinspection. Date: • INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: DESI0 at'IrS Type of Inspection: FSrJAL Address: Cal ©o (A:lo R ,7'bg, b' Date Called: S■eli,is — If L. avf 4 Special Instructions: Fol. 4-r 12:00 Date Wanted: " 7 —/ c-.1.- 1 a m p.m. Requester: Phone No: ca_ 3- 46.- T76) -�' Approved per applicable codes. El‘Corrections required prior to approval. COMMENTS: ") r-e A-pr' 1 -%-U Lit S■eli,is — If L. avf 4 3 .I)40(tI ( j f.lg'E.?PCvi-iV J OF F}nit0tiVi/S r 1"T Date: RE SPECTION FEE REQ IRED. Prior to ext inspection. fee must be p. id at 6300 Southcenter = lvd.. Suite 100. Call to schedule reinspection. -4 INSPECTION NUMBER • INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: Sprinklers: Fire Alarm: Type of Inspection: - ) 0 Suite #: lz t v c,- e. D i2 Contact Person: Special Instructions: Pre -Fire: Permits: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: ' Hrs.: Hood & Dud: C/L - olc. Pre -Fire: Permits: -c (i-c. c cu yrL - OK- Occupancy Type: ., 1406e () i C fp . P At pi.; 4- • WA P' rn» 4 bit •7 l c , it /ibl �l j. )' c �% &k -i.e. e1 - - Needs Shift Inspection: Sprinklers: Fire Alarm: ' Hrs.: Hood & Dud: Monitor: Pre -Fire: Permits: • Occupancy Type: Inspector: s Date: , A 51//z__ Hrs.: i $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: 1 State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 : •3 • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /7,t PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa: 98188 206 - 575 -4407 Project: e5& _ ' , J l Hood & Duct: Typeection: Address: v�00 , Suite #: U � S, &. pit. Contact Person: Special Instructions: \ 1 Phone No.: • Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: _ Hood & Duct: Monitor: Pre -Fire: 1, NO e.J F 4)”(5 i or `t-o )010;m vr144 -e-... ,Q. I-te m s, Oro c.t iocA l DO 1644- t I l9 i I I /2..23 1 3. oic 70 s-vocK oN .doors oak) A Si owe "5 ,'. Needs Shift Inspection: Sprinklers: Fire Alarm: _ Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 5d-- Date: -7/0)1)1 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: 1 Company Name: Address: City: State: 1 Zip: Word /Inspection Record Form.Doc s 6/11/10 T.F.D. Form F.P. 113 • • • • • • • L. CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND: (425) 823 -9800 KIRKLAND, WASHINGTON 98034 FAX: (425) 823 -2203 September 9, 2011 Cert No. 1107 -18 City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Dave Larson Reference: DII 6700 Riverside Drive S Dear Mr. Larson: SEP 12 20111 SEATTLE: (206) 525 -6700 EVERETT: (425) 259 -0817 This is to advise you that the following inspections were completed per our reports for the above referenced project and permit. Please see the previously sent reports for actual details of the inspections performed. 1. Anchor bolt installation for pallet racks All inspections, only as inspected and reported, conformed to Tukwila Building Department approved plans, specifications, UBC/IBC and related codes and/or verbal or written instructions from the Engineer of Record. Our last report is dated 08 -25 -11 and is number 139851 (enclosed). Respectfully, CASCADE TESTING LABORATORY, INC. Michele J. Guerrini President TO' CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 r,r.0„yr4145 /00 EVERETT 4s4o 90 17 FIELD REPORTsEP 12 20111 COMMUNITY DEVELOPMENT C�Z DO � we.(5.�2 �r �J1� Ack__ tiJ qg l eL ATTN. PREVIOUNo. No. 139851 PROJpC lin 1.9 LOCATION 1 e- " &Tbo I(V' (l ek � L31w, BLDG. PERMIT NO. I1 pi4e` OWNER WEATHER TEMP. AM PM ENGINEER AO\ ARCHITECT CONTRA T Re (2) INSPECTION PERFORMED - RESTEEUCONCRETE RESTEEUMASONRY - EPX Y —C OTHER LATERAL WOOD _ RESTEEL ONLY STR.ST/WELDING STR.ST /BOLTING (4) ' CL Y 1 �V LOCATION (AREAS) • `� 4b�s cov-ti\A,e1Ce (3) ITEMS INSPECTED — FOUNDATIONS FOOTINGS _ SLAB AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS BEAMS 4. i \-0‹ ACS (5) CONCRETE/MASONRY MIX NO. SUPPLIER SLUMP (INCHES) AIR CONTENT ( %) DESIGN STRENGTH (f'c) TOTAL CU. YD. PLACED SPECIMENS CAST CYLINDER REPORT NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS YES gr NO ❑ `- vvS\c »» <Nc eiv. 0 f -f� ?'� 41142 �j tvekk2sbsr cw, eves e Wye \<z 61°‘ /\\D (\s\actk TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 3/09 COPIES TO: INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY --cw, \-k.....-\7\-€.:te- = � "L `. �.` j *,i r?y .L.: ° "te CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 1+a 139603 �sS PREVIOUS No. C REPORT No. 12919 N.E. 126TH PLACE 1V KIRKLAND. WASHINGTON 98034 ) N •Jy0O EVERETT (425) 25' -i: 7 DAT CERT. O. UL FIELD REPORT o � MUN„?on1 LOP,, TO* ''‘O k I\ PROD CT e^'�, k ., =�1.J �� LOATION (b IM)0 1, wicvsNz.:17A--- -‹....r‘k,) 6 p (' / t3.100 � 11� D1 �`4 BLDG. PERMIT NO. 1-‘,kk % OWNER .###.-.3, L`�1�� WEATHER TEMP. AM @ PM ® S ENGINEER `�` ON, `._ ARCHITECT ATTN: CONTRAC lN� eZ Vs (2) INSPECTION PERFORMED _ LATERAL WOOD _ RESTEELJCONCRETE _ RESTEEL ONLY _ RESTEEL/MASONRY _ STR.ST/WELDING -- EP Y STR.ST /BOLTING - (3) ITEMS INSPECTED - FOUNDATIONS FOOTINGS - SLAB _ _ AUGER CAST PILES - COLUMNS - DRILLED PIERS - WALLS - BEAMS OTHER (LOCATION (AREAS) - " Q\$ ( k_ c� ., / v �` �' \ G 1 �J0Np lam,, '�\ c9 "s2___ 0 C v (5) CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SPECIMENS CAST SLUMP (INCHES) CYLINDER REPORT NO AIR CONTENT (%) ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS YES NO ❑ A 7 1! REMARKS: t "\ec,ti\ &\tom r, 1/2 >4_. 1 o So.\_ t;.S ti 't/1\e.s TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC. REVISED 3/09 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY COPIES TO: l '1 - 21_ • - T CASCADE TESTING LABORATORY, INC. KIRKLAND, WASHINGTON 98034 (425) 823 -98 , ,1 C CERT. IN t. i-u D PROJEQD 'cc: LOCATION REMARKS: v e/(.(#.‘ b / \ D ) e\NCvv-, TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 3/09 \/2 x �'�4� -e_b■ Viz) \c,c-A V )ve-C INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY COPIES TO �'irr-'LY Job Title V T r - l Ur-iJ' 1,8 , ki/s By 137K Date 6- 2011 Job No. /1034- Subject Sreuct. SeLec r,kie /4c.t 14Am t. y3rS Checked Sheet 1 of 3 aSE 7ft 2001 rec Sec 22agi Tip 2OO ,i071' 0006 ,)0 Ste I(. r. 3 op ksce 7 -DS P jt kit)ACysu so int roe A44> M ,D V= ""&7CS Zoo M ) s' 1.° gn i-ea crap *AAA — ao peosc,c. A- 144W C) Cs zr 2.5- e, /e ge (2J) (P.Px S)/ Sr s 1.389 fox 7 c e,ue,) /4.00/1.6f5 61 a /-o Pot Sire G L4 5 D. = 4,o TKA)sd. (1.4 cam) eee 1/7-2. D.,SSL3 kJs g = 6.0 Lou&er [iWdn) Vc = 0.429 dJ, /.4.4 = 0,1.7� PC r P[ # Dc * • ?r LC 101/4tE tc Re ,444.c A14,4- Lo..39 f tbJ - / pA i2 0P 06400a /J , w i r Zg-) "Au, 7>lp &r A 1 G : 21 7oa tai FDA nee. uJe 1.0 Cb) i,4 A ry,®fr 3 o00 �Bl j v ,add DWicrlDitt d t too Lis /avEc pp/Z ,(, C - DC r, FILE copy REVIEWED FOR CODE COMPLIANCE APPROVED JUL 19 2011 City of TukwiiaAA BUILDING D VISION AW4e4. ids a 3,000.0.0 4- dojo se 21,o C4sf Wart 44414 VT z d. 1S4-3 c 3 2.1to is 0.177 L @ 1c10.7 564 A4 z i (1.&.. 1.4s !c 4 a• +a - 3 " 39 4 SetsR = 3.75 4 Ts 0,514 v 0,40/601., g= 4.4s K MSG P` b 0,1.5(3,'j5 4-.5) +, IS s 6..34. 7D p LEJLt. o y 14i a ,.4.78 Ke /114. 4 T y 0.11k V a 9, 241 tae. 5impse .i SrItaNC boil 2 14EO4& 1 fps (3`5a�►) f 6. p1416 I.pei. rcx11 Fs2-3037 Wei speciAL inlsptrcreoi . hoe 3 "i h z fyin 5s 5h. ha= 5thy s 6," , Ape -y2' « 4- 4* TA , 204-5 Les VA a 13 q s LOT T /rA 4. VivA 6R,Af.-11.16 0.64- (496) A G t.Zo Aw.A i . il'; = emir( k �►2Gn,.1/,2 _ 1134r+ L39)'J b' s° = 53,08 " D,,e -Cr, P I, el�+ -k 4 0.75 D',ec Au I V A c 6 s - r - v r s Ate 1 % Y 1 V ° ,i- . 0.261. ;L i 1'.J. V - .Los" kU ` t7 P = 1,v$- c_secria,&s p ECEOVED JUN 21 2011 ITCENTER Job Title By /3-77c Date 4 - 2o /I Job No. 1103 4 Subject Checked Sheet .2 of mou. 6k1 -1r) r 131.04 (klL1•o) F 5.22 k P4 = . Irk —o1c j .75 P 4s d f C,A 1C-s 5446 soK. : ,NA x. Gs* tp PG a 4. 3 �j- fWi s a r LrT&S A-M.G 54 7. 3/8 . 35, oo y ..rr • P,111 '4 Pk L ,0 tri o w , = . 3 p� f 0 0 ,70 ks; 44s€ pt4ia 141 P./1/0(2.0)24 s 9.342 1c /f,. Ft( 3 2'7 kds. 4 _) t s D. 2% 4-" (.1 L A-cfv4( 5 IA. 7 SICt- Ce clC. Stits 01774 11 _ Z, rad pi Stems otgaitl 'ft 5 0 NAJ !02 ,s,' (4, .Gsi Or 1.4) 544-6 414 m 0.)0 2 { 6 v, 5/!2 ®, 514- k'/i . SI 4- = trelZ wtsK ,414pr,1 fi s1soo Ps? a at a) ,C1 5D1. ITV I*I U Ai, ' C244 + s,C+ S.9(2,Ga+ 5.r+ 7.0)/0 : 6,0-4P Fr Pa = A,, = A1�t,ow p : 1o. 24 k oa 7 M4 . Con? n` L046 tr 0,2401 666-a, t mommipolf w 1443. a 3 •\� 4�3�f 5u. = 0, L$(, 44. $.0; � : sd- -4/2 = se !o' Fwe *czr$ ,t4 a 12 k 2 �►4.1c. Vt s 0.102 at 2 III. o /s.. o. 324, 41 coo D s-7 r2. s = oI8 , Fa a E u' � � w (2) N 156641 IC. CA �rK gie,1e A 4' ,QN o 30 - 412.2$ W L" 611,4161(-1 +iz ,e,.lo 110 bet D y �.5710 lb s lc z .Q.►1/i Sri) WCEOS 11, 0 s 6). 3l � Cvalrl1oL1 ft .4 c s .tA = (3,14/2_) .94h s E $ .40 LISi.4G ,A 12.7. EJo Fi.KLT%f fort GagAvIrf toAos 0.75 (f.13 t O.1Z' E$.ao) + 0.640Ao.a2 6,21 k'" c . MA o M 4 A a 14.'3 k —7 23.8re sk 4 Fb tey dx 3o f;, D.31 I D14 c C'!$o ' 0.53 4 Job Title Subject By &Tx. Date - 2O t Job No. j IC) 3 41- Checked Sheet of 3 CoLU In a) 5 NZ Saw 3 yx 4 art C -Sec. tams wax 3a, " Matt.) 1.44 s At. ? 9.543 r 9, 925 » .� s,ive ®.5614 3 t 1• o.134— S40 0.4441? ? t k - 4 - / r ) 95 Rvt� C )y • 36.91 P v o. Vs (4,$) + oats .2 -FA 2 IS.vi 1(4: 3,5$k ( So kA,; A4 t DIS Ct.41) m G.34, do" -&14 s 147,1i i‘•$ Pte. 4 34f-, -�� ., au . 9, 82 Co s X1.01 BO/! '. 1.. f r, 3.34" /.z4►�^ �.� g 91.11 Ivs: ,duo G,,,, m d, gi" cs 9,41 + 0.37 41',7$ Dk < 1.0 t°. d+ec& 1-11.44cv . , Ab u. c -.p 6.3 ci- -�a w 11.49 tie -C4/F0 rQ $ '9.14 pic < 1. o City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director CAREY FERGUSON 500 SW 16 ST RENTON WA 98057 RE: Permit No. D11 -178 DESIGN IMPORTS INDIA 6700 RIVERSIDE DR TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 01/17/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 01/17/2012, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. DI 1 -178 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 July 7,2011 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Carey Ferguson Mr. Racks 500 SW 16 St Renton, WA 98057 RE: Correction Letter #1 Development Permit Application Number D11 -178 Design Imports India — 6700 Riverside Dr Dear Mr. Ferguson, 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) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D11 -178 W:\Permit Center\Correction Letters \2011\D11 -178 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: July 7, 2011 Project Name: Design Imports India Permit #: D11 -178 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide a copy of an egress plan with the rack permit. Egress plan shall be to scale and shall be consistent with the TI permit D11 -179. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • _ } City of Tukwila June 23, 2011 • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Carey Ferguson Mr. Racks 500 SW 16th St Renton, WA 98057 RE: Incomplete Letter #1 Development Permit Application D11 -178 Design Imports India — 6700 Riverside dr Dear Mr. Ferguson, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 21, 2011 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department(s) need(s) 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, <----&X R94_ Bill Rambo Permit Technician Enclosures File: DI1 -177 W:\Permit Center \Incomplete Letters\2011'D11 -178 Incomplete Ltr # 1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: May 23, 2011 Project Name: Design Imports India Permit #: D11 -178 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide a floor plan that identifies means of egress. Dimension egress paths. Identify path of egress illumination on the plan to show common paths of egress are provided with emergency illumination. Emergency illumination shall have at least an average 1 foot - candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways. (IBC Section 1006 & 1008.1.6) 2. Coordinate egress plan with building TI (Permit # D11 -179). Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ,�CRMli COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -178 DATE: 07/13/11 PROJECT NAME: DESIGN IMPORTS INDIA SITE ADDRESS: 6700 RIVERSIDE DR Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEP RTMENTS: )irB it i g Division Public Works Fire Prevention Structural ❑ Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 07/14/11 Not Applicable n 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 VI, REVIEWER'S INITIALS: Structural Review Required No further Review Required n DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/11/11 Approved n Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 ERM1T COORD COPY. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -178 DATE: 07/01/11 PROJECT NAME: DESIGN IMPORTS INDIA SITE ADDRESS: 6700 RIVERSIDE DR Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: - dderi��i j�. ding Division Public Works Fire Prevention Structural Planning Division Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 07/05/11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required P1 REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 08 /02 /11 Not Approved (attach comments) DATE: Permit Center Use Only �} CORRECTION LETTER MAILED: `1'" /-" 4' Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: we Documents /routing slip.doc 2 -28 -02 • • PE 1 ? • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -178 PROJECT NAME: DESIGN IMPORTS INDIA SITE ADDRESS: 6700 RIVERSIDE DR X Original Plan Submittal Response to Correction Letter # DATE: 06 -21 -11 Response to Incomplete Letter # Revision # After Permit Issued DEP' AR 7ding 1MEN S:f0 -2 t� InrePiction°1' �� •�� Public Works n Structural ❑ Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete t?3- DUE DATE: 06-23 -11 Not Applicable Comments: Permit Center Use Only j,, INCOMPLETE LETTER MAILED: �V ~ )-V LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 07 -21 -11 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • • 411 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7—//-3/,20/1 Plan Check/Permit Number: D11-178 ❑ 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: Design Imports India Project Address: 6700 Riverside Dr Contact Person: //w ✓� u��h°o ne Number: '95-3 S- _ Summary of Revision: eR'v Q� LA JUL 13 2011 PERMIT CE,grEA � ddd ‘ao r f 6404>i, 0 ,4, (nom S� z(1 7� C-PW C9 /°a4 W/7.-(-% Ce-7-7,7 a -r Iricw/A � f- -a -f/( 6; 5- fee- „e__ Cot fr-e-,t9" ApliN (1.{6( ,/frk ("--77-1- .0/7 geciektif - /7-9 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: /VV./ Entered in Permits Plus on bl 47->lk \applications \forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /sob/ Plan Check/Permit Number: D11-178 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Design Imports India Project Address: 6700 riverside Dr R!Cem nti r)c JUL 01 2011 Atsmi J t CENTER Contact Person: l . : C t , ' /7 (407, Phone Number: 025-3 - 5.6 9 . 9e� Summary of Revisio : ]r 5 i /i�� -P�5 5 e // �� re-55 Cry �'�l . 6111 -�Yti I. )'.-G� O Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: kEntered in Permits Plus on \applications \forms- applications on linc\rcvision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople lister Friendly Page 1 General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name MR RACKS LLC UBI No. 602779014 Phone 2063839742 Status Active Address 2415 5 242Nd St License No. MRRACRL924BN Suite /Apt. License Type Construction Contractor City Des Moines Effective Date 1/3/2008 State WA Expiration Date 1/14/2012 Zip 98198 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status MRRACR'94301 MR RACKS Construction Contractor Inst Equip /Scat Furn /Lab T /Lo Unused 9/21/2006 9/21/2008 Re- Re- Licensed Business Owner Information Name Role Effective Date Expiration Date GONSER, BRETT Partner /Member 01/03/2008 Amount MCLENDON, ROBERT Partner /Member 01/03/2008 BDG004678901 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 AMERICAN CONTRACTORS INDEM CO 100031015 12/20/2007 Until Cancelled $12,000.00 01/03/2008 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 5 MAXUM INDEMNITY CO BDG004678901 08/23/2010 08/23/2011 $1,000,000.00 08 /23/2010 4 LIBERTY NORTHWEST INS CORP BH0115367338608/24/2010 08/24/2011 $1,000,000.00 07/21/2010 3 LIBERTY NORTHWEST INS CORP bho1053673386 08/24/2009 08/24/2010 $300,000.0007/23 /2009 2 OHIO CAS INS BH0095367338608/24/2008 08/24/2009 $300,000.00 07/29/2008 1 OHIO CAS INS CO BHO(08) 53673386 08/24/2007 08/24/2008 $300,000.00 01/03/2008 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print. aspx 07/20/2011 o SIDE RACK TYPE A 2" TYP. = AS NOTED -- --1/4" REF. 11 ' 1/8" 14 GA THK. 1 y" 3" FRONT R1 /8" .531 SQUARE 3/4" ''• COLUMN DETAIL -3' -6" SIDE '' 5' UK ll' -U" I -4 ► L p CO d- F° 1 E r [ RACK TYPE A 2" TYP. = AS NOTED -- --1/4" REF. 11 ' 1/8" 14 GA THK. 1 y" 3" FRONT R1 /8" .531 SQUARE 3/4" ''• COLUMN DETAIL -3' -6" SIDE FRONT RACK TYPE B RACK ELEVATIONS SCALE: 3/8" = 1' 12'-0" - 0" h 6" 0 1 1/2" 4 14 GA THK - --II u 1 1/4" COLUMN STRUT 0 = 3' -6" SIDE BRACKET ASSY. rd.-- AS NOTED -BEAM SECTION 14 GA THK. ASTM A570 GR50 5 -1/4" BEAM RACKS TYPE A - 12' WIDE SEPARATE PERMIT' REQUIRED FOR: Mechanical Electrical lei Plumbing 13,Gas Piping City of Tukwila BUILDING DIVISION 8' tV 1/8" BEAM SECTION 16 GA THK. ASTM A570 GR50 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 9 2011 Al- /VIA City of wila BUILDING VISION FRONT RACK TYPE C 2 3/4" 7/8" -1 1/2" 4" 4" BEAM DETAIL RACKS TYPE A, B & C - 8' WIDE RACK DETAILS SCALE: 3" = 1' 1/8" / <11(P* /1/2 " -8 4Y13* STRUCTURAL NOTES: 1. RACKS ARE MANUFACTURED BY HANNIBAL MATERIAL HANDLING OF VERNON, CA., OR EQUAL 2. MINIMUM YIELD (Fy) AND ULTIMATE (Fu) STEEL STRENGTHS SHALL BE AS FOLLOWS: (a) BEAMS AND COLUMNS Fy =50ksi Fu =65ksi. (b) BRACING STRUTS Fy =36ksi Fu= 58ksi. (c) BASE PLATES FY =36ksi Fu= 58ksi. 3. MAXIMUM RACK LOAD PER LEVEL PER PAIR OF BEAMS SHALL BE: (a) RACKS TYPE A: 2,7000 LBS (b) RACKS TYPE B: 3,000 LBS (c) RACKS TYPE C: 2,700 LBS 4. CONCRETE SLAB IS GIVEN AS 5 -1/2" THICK WITH fc' =2,500 psi. 5. ALLOWABLE SOIL BEARING PRESSURE IS GIVEN AS 1,500psf FOR GRAVITY LOADS. 6. TIE -DOWN ANCHORS SHALL BE SIMPSCN STRONG BOLT II WEDGE ANCHORS OR EQUAL. USE TWO (2) 1/2"0 X 4 -1/4" ANCHORS WITH A 3" EMBEDMENT PER BASEPLATE. SPECIAL INSPECTION I5 REQUIRED. 7. POST LOAD SIGNS NOT LESS THAN 50 SQUARE INCHES IN AREA SPECIFYING THE DESIGN CAPACITY AT CONSPICUOUS LOCATIONS. 8. IF ANY DISCREPANCY OCCURS, CONTACT THE ENGINEER FOR CLARIFICATION. 9. ANALYSIS AND DESIGN OF RACK CONFORMS TO THE 2009 IBC SEC 2208, THE 2002 RMI CODE, AND SEC. 15.5.3 OF SEI/ASCE 7 -05 USING THE ASD METHOD WHERE: V = 0.67 Cs Ip Ws AND Ip= 1.0 (RESTRICTED AREA - NO PUBLIC ALLOWED) Ss 1.389 Cs = 2.5 Ca /R AND Ca = 0.3704 FOR THE GIVEN ADDRESS AND SITE CLASS D Si= 0.475 R = 4.0 BRACED DIR. - TRANSVERSE (BRA CED) DIR. R = 6.0 UNBRACED DIR. - LONGITUDINAL (MOMENT) DIR. FIRE PROTECTION NOTES: Fa 1.0 1. SPRINKLER DENSITY IS .39GPM OVER 5,600SQ FT. 2. SPRINKLER HEAD TEMPERATURE IS SET AT 286 °F. 3. TYPE OF STORED PRODUCT IS CLASS I TO IV GOODS STORED IN CARDBOARD CARTONS ON PALLETS - NO ENCAPSULATION 4. TOP OF STORED PRODUCT NOT TO EXCEED 20' -0 ". 5. APPROXIMATE CEILING HEIGHT 25' -0 6. BUILDING COLUMNS BETWEEN RACK ROWS, EXCEPT THOSE MARKED WITH AN X, HAVE SPRINKLER HEAD AT 15' FROM FLOOR EXITING NOTES: 1. EXTERIOR DOORS ARE 3' SWING TYPE WEB LOCKING KNOB WHICH REQUIRES NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN. 2. EXTERIOR EXIT DOORS TO BE MARKED lit APPLICABLE CODE 5" 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. 2 1/2" 2 1/2" 1" (TYP) " 3" THK 2 "-v 1 "- 3/16" BASE PLATE 1/2" FILE COPY l No.. DI I -l'1 Plan review approval is subject to errors and roval of construction documents does not authori tr ° ',Qlation of any adopted code or ordinance:. Races it of approved Fiet Copy and conditions is acknowledged. 11 11 1 4944 1 ooviggEm igro Date: - </ City Of 1'ikwiia BUILDING DIVISION DIAGONAL BRACE (TYP.) 3/8" THICK FLOOR ANCHOR DETAIL SEE NOTES FOR SPECS 1" (MIN) - 0 0 1/8" HORIZI.NTAL BRACE <(TYP.) BRACING CONNECTION DETAIL RECEIVED JUN 212011 P MIT CENTER bIH7d I. 52660.' g *14 d GPI p•W 06 a o • U �—i O 253 -569 -9765 w r DRAWINGS PREPARED FOR DRAWN BY CF SCALE: AS SHOWN DATE: 6 -7 -11 DRAWING NO: CHECKED BY: B. Katt 1 CO d- F° J FRONT RACK TYPE B RACK ELEVATIONS SCALE: 3/8" = 1' 12'-0" - 0" h 6" 0 1 1/2" 4 14 GA THK - --II u 1 1/4" COLUMN STRUT 0 = 3' -6" SIDE BRACKET ASSY. rd.-- AS NOTED -BEAM SECTION 14 GA THK. ASTM A570 GR50 5 -1/4" BEAM RACKS TYPE A - 12' WIDE SEPARATE PERMIT' REQUIRED FOR: Mechanical Electrical lei Plumbing 13,Gas Piping City of Tukwila BUILDING DIVISION 8' tV 1/8" BEAM SECTION 16 GA THK. ASTM A570 GR50 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 9 2011 Al- /VIA City of wila BUILDING VISION FRONT RACK TYPE C 2 3/4" 7/8" -1 1/2" 4" 4" BEAM DETAIL RACKS TYPE A, B & C - 8' WIDE RACK DETAILS SCALE: 3" = 1' 1/8" / <11(P* /1/2 " -8 4Y13* STRUCTURAL NOTES: 1. RACKS ARE MANUFACTURED BY HANNIBAL MATERIAL HANDLING OF VERNON, CA., OR EQUAL 2. MINIMUM YIELD (Fy) AND ULTIMATE (Fu) STEEL STRENGTHS SHALL BE AS FOLLOWS: (a) BEAMS AND COLUMNS Fy =50ksi Fu =65ksi. (b) BRACING STRUTS Fy =36ksi Fu= 58ksi. (c) BASE PLATES FY =36ksi Fu= 58ksi. 3. MAXIMUM RACK LOAD PER LEVEL PER PAIR OF BEAMS SHALL BE: (a) RACKS TYPE A: 2,7000 LBS (b) RACKS TYPE B: 3,000 LBS (c) RACKS TYPE C: 2,700 LBS 4. CONCRETE SLAB IS GIVEN AS 5 -1/2" THICK WITH fc' =2,500 psi. 5. ALLOWABLE SOIL BEARING PRESSURE IS GIVEN AS 1,500psf FOR GRAVITY LOADS. 6. TIE -DOWN ANCHORS SHALL BE SIMPSCN STRONG BOLT II WEDGE ANCHORS OR EQUAL. USE TWO (2) 1/2"0 X 4 -1/4" ANCHORS WITH A 3" EMBEDMENT PER BASEPLATE. SPECIAL INSPECTION I5 REQUIRED. 7. POST LOAD SIGNS NOT LESS THAN 50 SQUARE INCHES IN AREA SPECIFYING THE DESIGN CAPACITY AT CONSPICUOUS LOCATIONS. 8. IF ANY DISCREPANCY OCCURS, CONTACT THE ENGINEER FOR CLARIFICATION. 9. ANALYSIS AND DESIGN OF RACK CONFORMS TO THE 2009 IBC SEC 2208, THE 2002 RMI CODE, AND SEC. 15.5.3 OF SEI/ASCE 7 -05 USING THE ASD METHOD WHERE: V = 0.67 Cs Ip Ws AND Ip= 1.0 (RESTRICTED AREA - NO PUBLIC ALLOWED) Ss 1.389 Cs = 2.5 Ca /R AND Ca = 0.3704 FOR THE GIVEN ADDRESS AND SITE CLASS D Si= 0.475 R = 4.0 BRACED DIR. - TRANSVERSE (BRA CED) DIR. R = 6.0 UNBRACED DIR. - LONGITUDINAL (MOMENT) DIR. FIRE PROTECTION NOTES: Fa 1.0 1. SPRINKLER DENSITY IS .39GPM OVER 5,600SQ FT. 2. SPRINKLER HEAD TEMPERATURE IS SET AT 286 °F. 3. TYPE OF STORED PRODUCT IS CLASS I TO IV GOODS STORED IN CARDBOARD CARTONS ON PALLETS - NO ENCAPSULATION 4. TOP OF STORED PRODUCT NOT TO EXCEED 20' -0 ". 5. APPROXIMATE CEILING HEIGHT 25' -0 6. BUILDING COLUMNS BETWEEN RACK ROWS, EXCEPT THOSE MARKED WITH AN X, HAVE SPRINKLER HEAD AT 15' FROM FLOOR EXITING NOTES: 1. EXTERIOR DOORS ARE 3' SWING TYPE WEB LOCKING KNOB WHICH REQUIRES NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN. 2. EXTERIOR EXIT DOORS TO BE MARKED lit APPLICABLE CODE 5" 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. 2 1/2" 2 1/2" 1" (TYP) " 3" THK 2 "-v 1 "- 3/16" BASE PLATE 1/2" FILE COPY l No.. DI I -l'1 Plan review approval is subject to errors and roval of construction documents does not authori tr ° ',Qlation of any adopted code or ordinance:. Races it of approved Fiet Copy and conditions is acknowledged. 11 11 1 4944 1 ooviggEm igro Date: - </ City Of 1'ikwiia BUILDING DIVISION DIAGONAL BRACE (TYP.) 3/8" THICK FLOOR ANCHOR DETAIL SEE NOTES FOR SPECS 1" (MIN) - 0 0 1/8" HORIZI.NTAL BRACE <(TYP.) BRACING CONNECTION DETAIL RECEIVED JUN 212011 P MIT CENTER bIH7d I. 52660.' g *14 d GPI p•W 06 a o • U �—i O 253 -569 -9765 w r DRAWINGS PREPARED FOR DRAWN BY CF SCALE: AS SHOWN DATE: 6 -7 -11 DRAWING NO: CHECKED BY: B. Katt 39' -2" 1' -O" TYF . 304' -O" 8' -8" a- RACK TO RACK (TYP) - 8' -2" EST. PALLET TO PALLET 1,-0" 17' -3" Phone/Data and Spklr Risers AISLE pP Ne 53-569-9765 C.) a sn a� P# g CiJ Uoo at :1 *6), a U O �° � bi � W I >< I Imo' — 211i I ILA 17110 W 0 rg h A42" X 96'1 /8'-2"/ BET\TEEN ENDCAPS 10' -r ENDCAP TO BUILDING COLUMN — REVIEWED F R CODE COMPLIANCE APPROVED = SMOKE VENTS City of Tukwll BUILDING DIVISION DRAWINGS PREPARED FOR W >_ 00 00 im W o v) a -1- w 0 > .' >. o s � O U = N. 0 CD CO —CC DRAWN BY: CF SCALE: 3/32 = A 42" X 144" A 42" X 144A 42" X 144"" A 42" X 144" A 42" X 144 "A 42" X 144" 42" X 144 "J[A 42" X 144" A 42" X 144" A 42" X 144" 42" X 144" 42" X 144" A 42" X 144" A 42" X 144" 42" X 144" oThs: 1. ALL PALLET RACK POSITIONED TO LEAVE A 6" FLUE SPACE T N' ALL SID ADED._ 2. BUILDING COLUMNS ARE 8" X 8" STEEL. 3. SHELF SUPPORTS ARE WIRE DECK - NO SOLID SHELVES 4. WAREHOUSE AREA IS 50,590 SQ. FT RECE,vEr 5. OFFICE AREA IS 8,280 SQ. FT. JUN 21 K:1 PERMIT CENTbt DATE: 6 -7 -11 DRAWING NO: CHECKED BY: B. Kattula EET NO. OF 4 SHEETS J 1~♦ © REVISION 2:® HOW EGRE$S DOOR NOTION ORIGINAL@PLAN 39' -2" y ,- -. ✓ -�� 304' -0" `1 i i 8' -8" RACK TO RACK (TYP) - 8' -2" EST. PALLET TO PALLET i 17' -3" ?2' -2" i TRAV -L STA\IC_: 34' -5" 1' -0" 83' -8" Phone i ate and iklr Risers 4. 1 •44 N� L; s: Hk , 1F et B N • A4 /A• B •4• Mm— ♦1 • i♦ n 04 CDger _o • Ir 1 - 1- I X • A• N dN' A • A• ite 1 41.1 WI CO L • • •A• •A• — B 1'♦ HNM MI 1 +♦ 1Y k •t♦ 1 *♦ 414 ♦ 99 ' 41 2 - I \ �\ I Imo' _ _ �I o • r I A o • A .-r A C 1 B • N 3342w X 96 D ..0- r i m . N 0 1A• '♦ 1- • ••• NW, N 0 .. 1 1 .4♦ - 1- 1 • • 11< �1 < O F G D Fri REVIEWED FOR CODE COMPLIANCE APPROVED JUL 19 2011 -%, A42 "X96" A42I X 96 A 8' -2'Y- BET TEEN ENDCAPS , _, ♦ ♦ TRAY -L D S,,TA \C= : 2L9' L . .4-.i • • A 4*- 1A42" X 96" A42" X 96" AO' -' " ENO CAP TO BUILDINGS COLUMN 1 A421 X 96" • --- ®r- - - �-4 s - A A n 42" X,1,14" �� `-- -42" X 144" �� 41? ' ' " A^ 42 "'X-144 A 42" X 144" A 42" X 144" A 42" X 144" A 42" X 144" A 42" X 144" A 42" X 144" A ` 42" X 144" A 4 " X ]44" � ` ^ - "'J� "� n 42" X ' ' " A 42" X 144 " REVISION 1: SHOW E6RESS PATH 19SEE EGRESS NOTES ON CO SOME REVISION CLOUDS AROUND EGRESS PATHWAYS ARE NOT SHOWN FOR CLARITY ER SHEET 148' -58 11 OTES: RECEIVED CITY OF TUKWLA JUL 1 3 2011 PERMIT CENT1 = SMOKE VENTS � It 1. ALL PALLET RACK POSITIONED TO LEAVE A 6" FLUE SPACE TMINIMUMON AT .1. SIUES_WHEN LOS._ - - 2. BUILDING COLUMNS ARE 8" X 8" STEEL. 3. SHELF SUPPORTS ARE WIRE DECK - NO SOLID SHELVES 4. WAREHOUSE AREA IS 50,590 SQ. FT 5. OFFICE AREA IS 8,280 SQ. FT. CORRECTION LTR #_.�.,.�. DRAWINGS PREPARED FOR 00 E o° ch 00 w a) w o _ O 0 DRAWN BE CF SCALE: 3/32 = DATE: 6 -7 -11 DRAWING NO: CHECKED BY: B. Ka . a OF ET NO. SHEETS REVISION SUBMITTAL NOTES: EGRESS NOTES: 1. OCCUPANCY IS S -1, GIVING A MAXIMUM TRAVEL DISTANCE OF 250' 2. EGRESS PATHWAYS ARE NOTED WITH ARROWS TO SHOW DIRECTION OF EXIT 3. WORST CASE TRAVEL DISTANCE IS AISLE I (POINT IS MARKED WITH Z). IF EXITING WEST, DISTANCE IS 247'; IF EXITING EAST, DISTANCE IS 237'. ALL OTHER AISLES HAVE A MAXIMUM EGRESS TRAVEL DISTANCE LESS THAN 247'. 4. WORST CASE COMMON AREA TRAVEL DISTANCES ARE SHOWN ON DRAWING 5. LAYOUT HAS NO DEAD -END AISLES 6. TENANT WILL POST EGRESS PLAN AT CONSPICUOUS LOCATIONS FOR EMPLOYEE VIEWING EMERGENCY ILLUMINATION NOTES: 1. CODE COMPLIANT EMERGENCY LIGHTING WILL BE SPECIFIED AND INSTALLED UNDER SEPARATE PERMIT REVIEWED FOR CODE COMPLIANCE APPROVED JUL 19 2011 City of Tukwila BUILDING DIVISION CrAFETUI(NALA JUL 1 2011 PERMIT CENTER CORRECTION L7R# � H1S crl SHOW EGRESS PATH M a r dBJ� fropet l• go° I ol god 0-1d 1-4 pie 01:4 0 • U 0 8 y ` 00 48) 64 17110 S.E 264t co DRAWINGS PREPARED FOR 1C W O w U �CO 00 -1 DRAWN BY: CF SCALE: NONE DATE: 7 -11 -11 DRAWING NO: CHECKED BY: B. Kutttlla SHEET NO. OF SHEETS