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HomeMy WebLinkAboutPermit D12-317 - RED WING SHOES - STORAGE RACKSRED WING SHOES 17135 SOUTHCENTER PY D12 -317 City (ft Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 2623049069 Address: 17135 SOUTHCENTER PY TUKW Suite No: Project Name: RED WING SHOES Permit Number: D12-317 Issue Date: 10/10/2012 Permit Expires On: 04/08/2013 Owner: Name: KTM GROUP LLC Address: 635 HIGH SCHOOL RD NE , BAINBRIDGE ISLAND WA 98110 Contact Person: Name: STEVE HAGE Address: 10914 181 LANE NW , ELK RIVER MN 55330 Contractor: Name: MICHAEL JENSEN CONST LLC Address: 7205 MCDONALD AV , GIG HARBOR WA 98335 Contractor License No: MICHAJC934NM Lender: Name: SELF FUNDED - RED WING Address: Phone: 612 -817 -8024 Phone: 253 370 -2800 Expiration Date: 08/23/2013 DESCRIPTION OF WORK: Value of Construction: $0.00 Fees Collected: $527.55 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -317 Printed: 10 -10 -2012 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: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complied N N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: Date: Public: Non - Profit: N Public: 0 ,D ed this permit and know the same to be true and correct. All provisions of law and ordinances hether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development permit and agree to the conditions attached The granting of this permit does not pre construction or the performance of work. to this permit. Signature: / Print Name: 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 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of doc: IBC -7/10 D12 -317 Printed: 10 -10 -2012 this requirement. • • 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 9: 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. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: Per NFPA 13, the current sprinkler density of ordinary hazard group 2 is sufficient for storage up to 12 ft. in height. The plans show shelving units with the top shelf at 12 ft. Storage placed on this shelf will exceed 12 ft. THE TOP SHELF OF ALL SHELVING UNITS MUST BE NO HIGHER THAN 10 FT. 13: 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) 14: Storage shall be maintained 2 feet or more below the ceiling in nonsprinldered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.2.1) 15: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 16: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 min) 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 mrn) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 17: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 18: Extinguishers shall be located in conspicuous locations where they will be readily accessible and inunediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 19: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 20: Maintain fire extinguisher coverage throughout. 21: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 22: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 23: 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 D12 -317 Printed: 10 -10 -2012 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. tVL -9,I1 Date Application Accepted: Date Application Expires: (For office e only) I r3 CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: Site Address: 17135 Southcenter Pkwy Tenant Name: Red Wing Shoes Suite Number: PROPERTY OWNER Name: Steve Hage Name: KTM Group LLC City: Elk River State: MN Zip: 55330 Address: 635 High School Rd NE Email: steve.hage @sh2companies.com City: Bainbridge Is State: WA Zip: 98110 CONTACT PERSON — person receiving all project communication Name: Steve Hage Address: 10914 181 Lane NW City: Elk River State: MN Zip: 55330 Phone: (612) 817 -8024 Fax: Email: steve.hage @sh2companies.com Address: 121 S Wilke Road GENERAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H: \Applications \Forms- Applications On Line \2011 Applications\Permit Application Revised - 8 -9 -11 docx Revised: August 2011 bh New Tenant: Floor: m Yes ❑..No ARCHITECT OF RECORD Name: Red Wing Shoe Company Company Name: Sorce Architecture Company Name: Architect Name: Address: 121 S Wilke Road City: Arlington Heights State: IL Zip: 60005 Phone: (847) 392 -2600 Fax: (847) 394 -4972 Email: ron @rpsarchitects.com State: ENGINEER OF RECORD Name: Red Wing Shoe Company Address: 314 Main St Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Red Wing Shoe Company Address: 314 Main St City: Red Shoe State: MN Zip: 55066 Page 1 of 4 BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 12,000 Describe the scope of work (please provide detailed information): Rack Storage construction details and engineering calculations for anchoring. Will there be new rack storage? m Yes Existing Building Valuation: $ ❑.. 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: Sprinklers ® 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: \Applications \Forms - Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l' Floor 2°d 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: Sprinklers ® 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: \Applications \Forms - Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Print Name: Steve Hage Day Telephone: (612) 817 -8024 Mailing Address: 10914 181 Lane NW Elk River MN 55330 City State Zip H:\ Applications \Forms - Applications On Line \2011 Applications \Permit Application Revised - 8.9 -1 Ldocx Revised: August 2011 bh Page 4 of 4 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 2623049069 Permit Number: D12-317 Address: 17135 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 10/02/2012 Applicant: RED WING SHOES Issue Date: Receipt No.: R12 -02747 Payment Amount: $527.55 Initials: JEM Payment Date: 10/02/2012 10:49 AM User ID: 1165 Balance: $0.00 Payee: SH2 COMPANIES INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5255 527.55 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $527.55 317.00 206.05 4.50 doc: Receipt-06 Printed: 10-02 -2012 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 I~- (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 z -5179-I Project: P 4 61.,i'j16 Type off Inspectfion: �. lJ i, l i. A F:1?/'4.4 Address: ! • 1. x.13 S- S4-. pd f k� � ate Called: Special Instructions: • BlQ -5/15 - ?.. _ 4'1 �l ( Dt/` °. \ ate Wanted:. .Lr, Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: . r Inspect 1 P Date: ( , REINSPECTION FEE REQUIRED. Prior o next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. �l INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ,ye- (206) 431 -3670 • Permit Inspection Request Line (206) 431 -2451 6/2-3/7 Project: ,Q r d GJ/,,4 ....1,420,- c Type of Inspection: F.,v./L , Address: / 7 /3S J d .,./t 1`2 6-1 Date Called: Special Instructions: Date Wanted:. /U - / /- /7 rm: p.m. Requester: Phone No: .253 z5d6 ElApproved per applicable codes. orrections required prior to approval. COMMENTS: 7 `L e `t- 'r-A4( pA-'J" 1 Date: _ t Inspe•tor: ri REINSPECTION FEE REQUIRED: Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 2 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 012- 31.7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila Wa. 98188 - 206 -575 -4407 Project: qj -' 7 Type of Inspection: Ie.•v 6j'- Fr'-soa. 1 Fire Alarm: Address: t 7> 3 s^ Suite #: 5r P.e14-Y. Contact Person: r» dic • Special Instructions: Permits: Phone No.: -- .25 3 3 742 2- Fri. ()1°. Approved per applicable codes. Corrections required prior to approval. v COMMENTS: ,yj s?) Sprinklers: Fire Alarm: 0 Pl .is 0.4 5,544 dic Pre -Fire: Permits: Occupancy Type: Needs Shift Inspection: ,yj s?) Sprinklers: Fire Alarm: /j. Hood & Duct: . Monitor: - • Pre -Fire: Permits: Occupancy Type: Inspector: ,yj s?) Date: ) /j. Hrs.: v $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from th City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER - . • • INSPECTION RECORD Retain a copy with permit -3 7 _ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: a a r.''S \Sprinklers: Type of Inspection: 5/0,...,) ci s.4, � .44- Address: / 7 / 3 S Suite #: s c Pk �..•( Contact Person: Ai,•rG Special Instructions: Occupancy Type: Phone No.: i- 2f3- 370— 2eezL,c2 Approved ,pef applicable codes. Corrections required prior to approval. COMMENTS: \Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: ' t Occupancy Type: .r. CD Ab Synl. e kk ti. 4ju.v 6e /2a q 1.. . 't ...e_ . ), 2 N L Needs Shift Inspection: \Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: rni 53 Date: /oil J z Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • • • •__: ,. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit •� Z - 3/7_ , ' -- S • PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa: 98188 206 - 575 -4407 Project: Red &d,;#8 5 , Date: Type of Inspection: / Address: J Suite #: ++i. Contact Person: m iz-a- 4-114- L Special Instructions: • Phone No.: 2S.1 —J _Z Pre -Fire: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: Sprinklers: ri.- ++i. f ! asit IA 4-114- '0; . 5, fl 44.1 ;11 c- Pre -Fire: , .), .sit 1 V .,) r —07-1P-1 4 .4 1. /4kk 4.. c+ i '. a-tr -.. . • -" -- 41 €,I J .R ` J1 i Cam.. r, ` I�, I Needs Shift Inspection: Date: Sprinklers: Fire Alarm: Hood &Duct: 00/4/\, Monitor: Pre -Fire: - Permits: ; w# 1/ #,‘ �✓ Occupancy.y ee l' °. Inspgr: Date: Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: .)6/11/1. 1 Zip: Word /Inspection Record Forrri.Doc T.F.D. Form F.P. 113 WOOD UPRIGHTS ----N FILE COPY Perrsgt goo. X —BRACE TO BE 1 1 /4x2OGA STEEL S1 . SIMPSON CS20 ACCEPTABLE (ESR 2105. • PROVIDE 2— SIMPSON SD9112 SCREWS TO' POST AT EACH END AND TO EACH PASSING SHELF (ESR-3046) n.�- UPRIGHTS to ■ / \ 0 . 0 0 m • . r PINE SHELF, TYP ■■. L__ 18" L 18" ■ °v X —BRACE SEE NOTE BELOW \ 0 . X —BRACE SEE NOTE BELOW Loy :CI ,_ ' ,. .o1 FILE COPY Perrsgt goo. X —BRACE TO BE 1 1 /4x2OGA STEEL S1 . SIMPSON CS20 ACCEPTABLE (ESR 2105. • PROVIDE 2— SIMPSON SD9112 SCREWS TO' POST AT EACH END AND TO EACH PASSING SHELF (ESR-3046) n.�- UPRIGHTS to / \ m — 0 PINE SHELF, TYP m • v \ X —BRACE SEE NOTE BELOW \ Loy :CI sa a rov l Is subject to errors and om c 3r)ns. documents doer no'. .4. -3 P.dopte`d code or ciid°•nZnnc:r. andcoi7i8' `a Afa�.7 ,..:Ir.1f i�LE a L:;.ta live PyiUl�ii3iili.+21;' TYP EA END OF OVERHEAD BRACES TYP OVERHEAD BRACE AT SHE 2" z-• r!" ,t -1/11',3 �ii ✓�t15y.f ►4 Ji�sa►E SEPARATE PERMIT REQUIRED FOR: @Mechanical Itlectrical [rI mbing aas Piping City of Tukwila Bi..0I -O;; �G DIVISION STOCKROOM SHELVING — ELEVATION 1 /2 " =1' -0" m 700 South Flower Street, Suite 1010 T: (213) 362 -7778 Los Angeles, CA 90017 miyamotointemational.com PROJ #: MI1202105.00 DATE: SCALE: BY: 2012.10.01 AS SHOWN ER 48" 48" +1- Aisle 36• +/- Aisle : 48' I 48' i N. 48' 771' —iT Ni 48' ri 48 48 48" 48" X -Xe ace Loce ke -EB-- Bedri4o•adtaamp Larson — — • - Book Penal - Overhead Bracing FOR BACK TO BACK SHELVING ONLY :I 46" II 48" TYP • 32' +/- Aisle 48' 48' {L i :48' — fl 48• —48° —n 481 48' 1 as T Receiving/ Staging Area N1 48_ 3•: — VI 48' 46- _ ,VI 48" ;48- j48" a8 "— 'r48' t �• 1 48• 48• LT -48 48'i 32" +/- Aisle 48. CT 48'x 48; I 48" i 48" 1 4 48- - 148" 32" +¢ Alslel 48" : cr- —tc 48" i cc — 48' — {E 48' 56" +/- Aisle 48" 48. 48" 481 H ' 8 48" air REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 9 2012 City of Tukwila BUILDING DIVISION 34' -3• 7• -9' 42' —O' 1,4 1 b12 -31'1 STOCKROOM SHELVING — LAYOUT REVISIONS I No ch ?.Rpes sh311 be made to the scope cf r.,ork without prior approval of Tukwila Building Division. will require a n`RG SHOES L.Id may i; a;ude additional plan review f e;, IOENTER PARKWAY TUKWILA, WASHINGTON 98188 N.T.S. RECEIVED CITY OF 'TUKWILA OCT g2 2012 PERMIT CENTER EXPIRES 08/26/2014 S1 Miyamoto International, Inc. Cl 2009 (E) 3 5/8" STEEL STUDS AT 16 "OC (E) WALL TYP 2 - "S -MD 12 -24x3 HWH #5" HILTI SELF - DRILLING SCREWS PER STUD (ICC ESR -2196) N z FLAT 1x8 LEDGER 4- 1/40x1" LAG SCREWS FIXTURE WALL MOUNT BRACKET DISPLAY SHELVING - WALL MOUNT 3/4 " =1' -0" 0 00 DISPLAY SHELVING / FLOOR BRACKET /� BY OTHERS 0 4- 1/40x1 1/2" LAG SCREWS DISPLAY SHELVING FLOOR BRACKET 3/4 " =1 ' -0" m iyamoto. 700 South Flower Street, Suite 1010 T: (213) 362 -7778 Los Angeles, CA 90017 miyamotointemational.com THIS IS AN OPTIONAL GR -5 BRAND SIGNACE PANEL REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 9 2012 City of Tukwila BUILDING DIVISION TYP 1 I 47" ON CENTER CRITICAL 45" CRITICAL s 1 N O N (E) FLOOR PROJ #: M11202105.00 DATE: 2012.10.01 SCALE: AS SHOWN BY: ER n DISPLAY SHELVING ELEVATIONS 3/4 " =1 ' -0" RED WING SHOES 17135 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON 98188 RECEIVED CITY OF TUKWILA OCT 0 2 2012 PERMIT CENTER S2 Mlyamoto Intemational, Inc. CO 200 1x4 LEDGER. ATTACH TO WALL WITH 2 -HILTI S-MD 12 -24X3 HWH SCREWS PER STUD IESR -21961 2x4 DF #2 OVERHEAD BRACING FOR BACK TO BACK SHELVING ONLY WOOD UPRIGHT WOOD UPRIGHT SHELVING 2 -10dx1 1/2" EA LEG SIMPSON "A21" TOP OF SHELVING EL = VARIES 1/4 "0x3/4' LAG SCREW (3) CLAMPS PER POST (3) SIMPSON SDS 1/4x2 1/2 SCREWS PER SHELF (E) WOOD FLOOR TYP. WALL ATTACHMENT OVERHEAD BRACING CONNECTION TO (E) SLAB (E) 3 5/8" STEEL BASE ANGLE 8 ANCHOR LOCATIONS STUDS AT 1 6"OC 1 1!4'x8" PINEWOOD (E) WALL 1x8 LEDGER 2 — "S —MD 12 -24x3 HWH #5" HILTI SELF— DRILLING SCREWS PER STUD (ICC ESR -2196) 2x4 DF #2 OVERHEAD BRACING (E) GYP BOARD (E) 3 5/8" STEEL STUDS AT 16 "OC 2 —HILTI "6x1 5/8 PBH SD" (ICC ESR -2196) 2 10dx1 1/2" REVIEWED FOR CODE COMPLIANCE APPROVED SHELF SIMPSON "A21" SIMPSON A44 ANGLE BASE ANGLE SIMPSON "A34" EACH SIDE OF 2x OVERHEAD BRACING TO WALL OCT 0 9 2012 (E) GYP BOARD RECEIVED CITY OF TUKWILA OCT 0 2 2012 CONNECTION TO (E) WAtt RMIT CENTER miyamoto. 700 South Flower Street, Suite 1010 T: (213) 362 -7778 Los Angeles, CA 90017 miyamotointernational.com PROJ #: MI1202105.00 DATE: 2012.10.01 SCALE: AS SHOWN BY: ER RED WING SHOES 17135 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON 98188 EXPIRES 08/26/2014 Miyamoto International, Inc. CO 2009 Structural Calculations Red Wing Shoes - Tukwila, WA 17135 Southcenter Parkway, Tukwila, WA, 98188 M 1 1202105.00 October 1, 2012 FILE COPY r14"." —" r* c REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 9 2012 City of Tukwila BUILDING DIVISION CITY OF TUPKWILA OCT 0 2 2012 PERMIT CENTER D12- 31� miyamoto. Red Wing Shoes - Tukwila, WA MI1202105.00 October 1, 2012 Miyamoto International, Inc. Structural and Earthquake Engineers 700 South Flower Street, Suite 1010 Los Angeles, CA 90017 t 213.362.7778 f 213.362.7783 www.miyamotointernational.com © 2012 Miyamoto International, Inc., All rights reserved. This report or any part thereof must not be reproduced in any form without the written permission of Miyamoto International, Inc. 1 RED WING SHOE -S - TUK W ILA , WA Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4497 Longitude = - 122.26320000000001 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.O ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.417 (Ss, Site Class B) 1.0 0.485 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4497 Longitude = - 122.26320000000001 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 =FvxS1 Site Class D - Fa = 1.0 ,Fv = 1.515 Period Sa (sec) (g) 0.2 1.417 (SMs, Site Class D) 1.0 0.734 (SM 1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4497 Longitude = - 122.26320000000001 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 = 1.515 Period Sa (sec) (g) 0.2 0.945 (SDs, Site Class D) 1.0 0.410(SP1, ) miyamot Project: RED WINO gl ` uUKW�LA, WA 2 Sheet No- • Project No: MI 1202105. oo Calc. By: Di Date: 27' 12 Chk. By: Date. ESTIMATE v\jE c 2ACK W (TI SHOES. FOR 12"D x 4-8" W x (44' H RACK C THE LARGESr RACK) °ASSUME WT OF A sN of Box (Ai/ SNcES ° 3 lbs TOTAL WT OF SHOES = 3 Ibs '` 4 EA, " 23 Rov.)S = 21G lbs STo RAGE RACK W T 03/4" x p„ X 4:0,1 SHELF = 3 /4.." x 4 ft 1 x 35 pc .f = 8.75 Ibs )(9EA. 7c9.0 Ibs • 2X 2 POST 12 it.. = (1.5 ) x l211. x 3S pc-f = 1 1/4, X 3" SU)E es 6.S61bs EA 2C. o Ibs 1. z ih x 3 in x 9 in x BS'eCT = a Ibs G Ibs THEREFORE , TOTAL WT OF STORAGE RACK W LTN SHOES = 27 G + -19 1- 26 * G = 327 lbs USE 400 lbs = W ©2007 Mivamoto Intemational. Inc. miyamoto. Project: KED WANG SNP, FU K W ILA , WA Sheet No 3 Project No: MI 120210b' 00 Calc. By DY Date: 9.27 12. Chk. By Date FIND SEISM 1c EoRCE 0.4 Op Sps VJp (t+ 2 ) Rp ( \ IP Sps: 0.945 = FoR STORAGE CAgiNETS PER TABLE 13,15- 1 , ASCE 1-o5 (0.4) (1.0)(O.614S) (2.5 1.0 / = O.(51wP MIN. Fp = O. Sos Tr• _ (0.S)(0..94.S)(1.0) WP = 0.284 'r cbNTRoLS Fp - Co_2R4 )C`00 Ibs ) = (14- lbs KR RACK U.) Di SHOES 02007 Mivamntn Intnrnatinnai Inn miyamoto. Project: KED WING Si10€S - TU KW ILA , WA Sheet No ¢ Project No: MI- 1202105.00 Calc. By: Date. q,28.12 Chk. By: Date• ANCHORAGE FoR SHOE RACKS AGAR JST WALL - PROVIDE 3 POINT -0E- coNNECTION (NeAR T\iC Top, Mlou(.e , -E,orr ) o CONNECTION TO (E) LEMISNG W!\(_1 - PEi'AIL • S(MPscN `421" - F1 = 24-S Ibs ?i Fp/G = 19 Ibs F2 17 S It » ;p /G • 1- RILTI 1'6 x 1%' PBN Sb° ScREKJ (ICC E.S(R- 21%) ALLOWABLE TENSION = G3 Ibs. » FF /12 = to Ibs O(< 0 CcNNECTION TO C&) FL.OoR (2- /21 PLYWOoP }- DOTAL_ • SIMP &DN `A21' - SEE ABovE ©2007 Mivamoto International. Inn_ rniyamoto. Project RED W(Nd SHOES- TUKWILA , WA Sheet No 5 Project No MI12°2105. 00 Calc. By DY Date. 2$. 12 Chk. By: Date. ANCfto12AcE FOR BACK- To- BAcK (SACKS LcNC.(T(hDI NAB REC ti oN Gad 7 BACK- To- 1 4K RACK ARE CONNECTED ro M UVE iDC ETHER AS ONE U NIT THEREFORE , e:oTToM CON NCCD oN S -(OWN ON DETAIL { /S3 (5 A EQvl,hi E. . TRANSVERSE. ()IIZEc TI ON - PRoVI DE OVERHEAD BRAG (NC - sc-E • MAX COMPRESS Fo12..,CE, of 2 x 4 (DF '#2) (Jo1 G' UIJBR.ACED L 1140 Ibs (SEE NEXT PAGE) i> Fp 0 K • CONNECTION TO WAIL_ - DE-TAtL S(MPSON `1 34-' F2 = 4GS lbs >> Fp /4. . oK miyarnoto. 2x Braces/Kickers (CD =1.6) 2005 NDS 2x4 (DFL No. 1) L [ft] 4 5 6 7 8 9 10 Brg Buckling about Y -Y Buckling about X -X Variables FeE [psi] F: [psi] P [lb] FeE [psi] Fc' [Psi] P [lb] Fe CF Fe« 498 478 2,510 2712 1890 9,923 1500 1.15 2760 319 311 1,632 1735 1429 7,501 1500 1.15 2760 221 218 1,143 1205 1070 5,616 1500 1.15 2760 885 817 4,288 1500 1.15 2760 678 639 3,357__ 1500 1.15 2760 536 512 2,689 1500 1.15 2760 434 419 2,199 1500 1.15 2760 3,281 3,281 2x6 (DFL No. 1) Buckling about Y -Y Buckling about X -X Variables L [ft] Fee [psi] F: [psi] P [lb] Fa [psi] F: [psi] P [lb] Fe CF Fe• 4 5 6 7 8 9 10 12 Brg 498 477 3,935 319 310 2,561 221 217 1,794 6696 2378 19,619 4285 2185 18,028 2976 1929 15,915 2186 1644 13,562 1674 1375 11,344 1323 1147 9,459 1071 961 7,930 744 694 5,729 5,156 5,156 2x4 (DFL No. 2) 1500 1.10 2640 1500 1.10 2640 1500 1.10 2640 1500 1.10 2640 1500 1.10 2640 1500 1.10 2640 1500 1.10 2640 1500 1.10 2640 Buckling about Y -Y Buckling about X -X Variables L [ft] Fa [psi] Fc' [psi] P [lb] Fa [psi] F: [psi] P [lb] Fe CF Fet 4 5 6 7 8 9 10 Brg 498 476 319 310 221 217 2,497 2712 1789 9,395 1735 1386 7,275 1205 105] 5,518 885 808 4,240 3,281 678 634 3,331 536 509 2,674 434 417 2,189 3,281 2x6 (DFL No. 2) 1350 1.15 2484 1350 1.15 2484 1350 1.15 2484 1350 1.15 2484 1350 1.15 2484 1350 1.15 2484 1350 1.15 2484 Buckling about Y -Y Buckling about X -X Variables L [ft] FeE [psi] F: [Psi] P [lb] FeE [psi] F: [psi] P [lb] Fe CF Fes 4 5 6 7 8 9 10 12 Brg 498 474 3,914 319 309 2,553 221 217 1,790 6696 2168 17,889 4285 2017 16,642 2976 1812 14,948 2186 1572 12,968 1674 1333 10,998 1323 1122 9,256 1071 946 7,806 744 688 5,675 5,156 5,156 Values above dashed Tine are governed by Brg perpendicular to grain (e.g. sill plate) L Dam= 1350 1.10 2376 1350 1.10 2376 1350 1.10 2376 1350 1.10 2376 1350 1.10 2376 1350 1.10 2376 1350 1.10 2376 1350 1.10 2376 A dl, in. d2, in. E, psi CD 5.25 1.5 3.5 2E+06 1.60 5.25 1.5 3.5 2E+06 1.60 5.25 1.5 3.5 2E+06 1.60 5.25 1.5 3.5 2E+06 1.60 5.25 1.5 3.5 2E+06 1.60 5.25 1.5 3.5 2E+06 1.60 5.25 1.5 3.5 2E+06 1.60 A dl, in. d2, in. E, psi CD 8.25 1.5 5.5 2E+06 1.60 8.25 1.5 5.5 2E+06 1.60 8.25 1.5 5.5 2E+06 1.60 8.25 1.5 5.5 2E+06 1.60 8.25 1.5 5.5 2E+06 1.60 8.25 1.5 5.5 2E+06 1.60 8.25 1.5 5.5 2E+06 1.60 8.25 1.5 5.5 2E+06 1.60 A dl, in. d2, in. E, psi CD 5.25 1.5 3.5 2E +06 1.60 5.25 1.5 3.5 2E +06 1.60 5.25 1.5 3.5 2E +06 1.60 5.25 1.5 3.5 2E +06 1.60 5.25 1.5 3.5 2E +06 1.60 5.25 1.5 3.5 2E +06 1.60 5.25 1.5 3.5 2E+06 1.60 A dl, in. d2, in. E. psi CD 8.25 1.5 5.5 2E +06 1.60 8.25 1.5 5.5 2E+06 1.60 8.25 1.5 5.5 2E+06 1.60 8.25 1.5 5.5 2E +06 1.60 8.25 1.5 5.5 2E +06 1.60 8.25 1.5 5.5 2E +06 1.60 8.25 1.5 5.5 2E +06 1.60 8.25 1.5 5.5 2E +06 1.60 06 NOS 2005 Wood Simple Solid Posts 1.6(1&2) 6 miyamoto. 0 PEI) U WING SHOES - [ K W I LA, V\1A Sheet No 7 Project No: MI12O21OS.0o ANC1oRAGE. OR DISPLAY SHELVING v' t-- SECT ION Fp P ELEVATION Caic. By: (c)( Date: 22.12 Chk. By: Date' Q = 40o Ibs 1 USE THE VALtnES F62oM SToczRodM SHELVING CONsEieVAT( F= (4 I s VI - ((4j bs )c 60" / 10&,se" .= 63.o Ibs V� 114 Ibs— V1 = S1.0 lbs. V = 114 (Es /4 28, S Ibs Project: VERY SMALL D —rtAl I LS .Acts oN S. ARE ADC -GUATE Omni nnh,amnrn mm...nansl i..,. PERMIT COORD COPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -317 DATE: 10/02/12 PROJECT NAME: RED WING SHOES - RACKING SITE ADDRESS: 1.7135 SOUTHCENTER PY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued EPARTMENTS: ding ivis on At)L 1 - Fire Prevention �.1 Planning Division Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete .7, Incomplete n DUE DATE: 10/04/12 Not Applicable ❑ Comments: Permit Center Use Only • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route If] Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/01/12 Approved ❑ Approved with Conditions N_ Not Approved (attach comments) I I Notation: REVIEWER'S INITIALS: DATE: Permit Center.Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Contractors or Tradespeopleter Friendly Page • 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 Phone Address Suite /Apt. City State Zip County Business Type Parent Company MICHAEL JENSEN CONST LLC 2533702800 7205 Mcdonald Ave Gig Harbor WA 98335 Pierce Limited Liability Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602745560 Active MICHAJC934NM Construction Contractor 8/14/2007 8/23/2013 General Unused Business Owner Information Name Role Effective Date Expiration Date JENSEN, MICHAEL ALAN Partner /Member 08/14/2007 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 DEVELOPERS SURETY & INDEM CO 748053C 08/14/2007 Until Cancelled $12,000.00 08/14/2007 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 Developers Surety & Indem Co BIS00013644 -01 08/14/2012 08/14/2013 $1,000,000.00 08 /17/2012 4 Navigators Ins Co 46- 10149444 08/14/2011 08/14/2012 $1,000,000.00 08 /12/2011 3 NAVIGATORS INS CO 4610122487 08/14/2010 08/14/2011 $1,000,000.00 08/09/2010 2 BANKERS INS 46044000079570108 /14/2008 08/14/2010 $1,000,000.00 08/04/2009 1 WESTERN WORLD INS CO NPP1121985 08/14/2007 08/14/2008 $1,000,000.00 08 /14/2007 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 Infractions /Citations Information Infraction / Citation Date RCW Code Type Status Violation Amount PBER000374 9/28/2009 18.106.020 PLUMBER INFRACTION Satisfied $250.00 https://fortress.wa.gov/lni/bbip/Print.aspx 10/10/2012