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HomeMy WebLinkAboutPermit D11-005 - PRO GOLF DISCOUNT - STORAGE RACKSPRO GOLF DISCOUNT 17305 SOUTHCENTER PY SUITE 100 Dl 1 -005 City olOI'ukwila 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 DEVELOPMENT PERMIT Parcel No.: 2623049024 Address: 17305 SOUTHCENTER PY TUKW Suite No: Project Name: PRO GOLF DISCOUNT Permit Number: Issue Date: Permit Expires On: D11 -005 01/21/2011 07/20/2011 Owner: Name: TR5 LLC Address: 117 E LOUISA ST #230 , SEATTLE WA 98102 Contact Person: Name: MIKE SORENSON Address: 1100 SW 7 ST , RENTON WA 98057 Contractor: Name: NORTH WEST HANDLING SYSTEMS INC Address: 1100 S.W. 7TH STEET , RENTON, WA 98055 Contractor License No: NORTHWH275JF Phone: 206 - 818 -4488 Phone: 206 255 -0500 Expiration Date: 10/09/2011 DESCRIPTION OF WORK: INSTALLATION OF SHELVING AND RACKING FOR STORAGE OF RETAIL GOLF MERCHANDISE. PLEASE SEE ATTACHED DRAWING, ENGINEERING & SUPPLEMENT FOR SPECIFICATIONS, DIMENSIONS, BUILDING INFORMATION AND COMMODITY INFORMATION. Value of Construction: $0.00 Fees Collected: $243.92 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0019 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N doc: IBC -7/10 D11-005 Printed: 01 -21 -2011 Permit Center Authorized Signature: • LD,J17,t Date: • I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached 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: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 6: 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. 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 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 total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 11: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross doc: IBC -7/10 D11 -005 Printed: 01 -21 -2011 weight exceeding 40 pounds (18 kg) shall b talled so that its top is not more than 3.5 fee 67 mm) above the floor. The clearance between the floor and t ottom of the installed hand -held extinguish all not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 12: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 13: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 14: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 15: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 16: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 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: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.2.1) 19: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. 20: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 21: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 22: 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 D11-005 Printed: 01 -21 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us Building Permit No. \ -CO S Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: _/ a/4 King Co Assessor's Tax No.: � 1 7,,/3�03 /5j1.4Actn7'2' w% Tenant Name: P('O 60 /rt (C, a -i1 New Tenant: Property Owners Name: CAI r 1 S-11 0e) Sc o— Oe-(G% S C Mailing Address: l 17 E- 4. o LA I S et SA ' 30 5_,24st 40e Suite Number: / (%U Floor: Yes r ❑ ..No City 1A,4 98/6. a State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: A i g. ". S re n so'- Mailing Address: 11 6 0 S- W. 7 /. T E -Mail Address: MS O re'iS 0 rl c n 6t/4 5 Day Telephone: _OZO 6 - lg " yy g City State Zip Fax Number: yo%S • o c) g'- A 9 GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: No r" fir- Vv2 S 71 nd// STQ s Zc- Mailing Address :_ /LOO Si (4/ 7P S r Contact Person: l ke 2n S c .- E -Mail Address: 01 SO r en Son @ /7 kJ S , Contractor Registration Number: //0 r-11'7 w I'n d 75 .3-F City State Zip Day Telephone: a06- S/Z • 1-11711?-2 Fax Number: as-- oZ a -- Expiration Date: (0 ! 9/ :O // ARCHITECT OF RECORD - All plans must be stamped by Architect of Record Company Name: Mailing Address: City Day Telephone: Fax Number: Contact Person: E -M ss: Zip ENGINEER OF RECORD - All plans must be stamped by Engineer of Record Company Name: 1--a (J( S Mailing Address: '/1 - Jn/- Ft04e- lsili. ,S7 e- ay �(E Ge Grf City State Zip Day Telephone: c /g ?110 38/0 Fax Number: F/g a WD 38/3 Contact Person: OA 4v, E -Mail Address: H :Wpplications\Forms- Applicanons On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 1 of 6 BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ oZ 5-0-0- Existing Building Valuation: $ Scope of Work (please provide detailed information): 2n Sr? //47�� c, n o � S_4i ���i 4�/Dt7 i�� / ,/v i S—kr 4 CAP d { - i- -e.I�t / / 17/ ,vt 'i c- I-24 ci/ -.i i2.. (/ (1LU.Le . C-aa �Ot la w1 /W /��+4 /�LOQ.r-I. Sue, ova," 74 �r pct t � a7`i cry �, Gi/'.r►P� >rl�, -� r J cJ c b4 �� ,' J /n rjnc.�ic. 4 #t,, ci�/n/»GG[t v�y nsy+ A>", ri t — Will there be new rack storage ? es D.. 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 lNo If `yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: tdJ 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 :Wpplicaiions\Forms- Applicators On Line\2010 Applications \7 2010 = Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor 5,000 r22S0 rd 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 lNo If `yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: tdJ 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 :Wpplicaiions\Forms- Applicators On Line\2010 Applications \7 2010 = Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR O' . ED AGENT: Signature: Print Name: cSr.se-),7 Mailing Address: 1100 5 %1J- 71=± S Date: / /7 /.. d Day Telephone:, G ' srE?lE- G 4,/!J d fN/iL ' - 7 State zip City IDate Application Accepted: _ -7_ 1 1 Date Application Expires: Staff Initials: H:\Applications\Forns- Applicaiions On bee \20i1 Applications \7 -2010 - Permit Application doc Revised: 7 -2010 bh Page 6 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.ci.tukwila.wa.us RECEIPT Parcel No.: 2623049024 Permit Number: D11-005 Address: 17305 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 01/07/2011 Applicant: PRO GOLF DISCOUNT Issue Date: Receipt No.: R11 -00115 Initials: User ID: Payee: WER 1655 Payment Amount: $149.60 Payment Date: 01/21/2011 02:07 PM Balance: $0.00 MIKE SORENSON TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 000617 ACCOUNT ITEM LIST: Description 149.60 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 145.10 640.237.114 4.50 Total: $149.60 doc: Receipt -06 Printed: 01 -21 -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.ci.tukwila.wa.us RECEIPT Parcel No.: 2623049024 Permit Number: D11-005 Address: 17305 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 01/07/2011 Applicant: PRO GOLF DISCOUNT Issue Date: Receipt No.: R11 -00032 Initials: User ID: Payee: WER 1655 Payment Amount: $94.32 Payment Date: 01/07/2011 03:27 PM Balance: $149.60 MIKE SORENSON TRANSACTION LIST: Type Method Descriptio Amount Payment Check 7323 94.32 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 94.32 Total: $94.32 doc: Receiot -06 Printed: 01 -07 -2011 P' ih • • . INSPECTION RECORD Retain a copy with permit NI-06 PERMIT N0: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 O" (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project;.‘ Type of Inspection: Address: ,/ 734 _ .5"-neo k< Date Called: Special Instructions: . Date Wanted: -m:' Requester: Phone NO: • Approved per applicable codes. Corrections required prior to approval. aD IP. COMMENTS: A/1 L L 1 1--Wekfrol 4R4 J4/70:2-11-1 INSPECTION FEE REQUI D. Priirto next.inspectiion. fee must be paid at 6300 Southcenter Blvc�i. Suite 100. Call to scheduteleinspection. k ri S INSPECTION RECORD Retain a copy with permit/l'0 • INSPECTION NO. PERMIT NO. { • CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd.; #100, Tukwila. WA 98188 . (206) 431.3670 Permit Inspection Request Line (206) 431 -2451 Project: PAO- Got, . • Type of Inspection: Akigkegtielt F _ P Address: / 7 0.5 ..T >i7. .FAfyrit Date Called: P • . Special Instructions: • - 4: Date Wanted: a.m. Requester: III "' Phone No: Approved per applicable codes. Corrections. required prior to approval. • 'COMMENTS: too I-) j-- /Z,- 'i /A/b -- 41,741/.01, ; ,% n-/ /7i/ Ail el la f-, 4: t9 A' 7-U . /p, i �./• 45 } T+ n . {r ...• r `- w i \/ ' Inspe : - 044181 / , / A ,cv.i fee-to 'Date: _ e2 - 2. -... / / INSPECTION FEE .REQU RED. Prior next inspection, fee must be d at 6300.Southcenter B d.. S'iite 00. Call to schedule reinspection. 4 q' +.•. - 40XL •1-r; Carr INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION ". 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 G-A-1 L »( —°°j Proj 67 TYpe,9f,'n; p ei n. I i Address: 1�3CLC c 4 / Date Called: Special Instructions: —StG.� t L'' k4 Li Date Wanted: —2S- -- f y m. Requester: Phone No: Iii" � C] EjApproved per applicable codes: • COMMENTS: Corrections required prior•to approval. l!9I2 14 ,8 po s)4t1fr1 -- 1 tar, Tr ef-- Khoo {,►I -e f P 6 ` i P !r 'c a PkedeLZAD .. I'& k -41- At),\,1 Inspectop" !Date: nREINSPECTION FEE REQUIRE u . Prior to next inspection, fee must be I I paid at 6300 Southcente.Blvd., Suite 100. Call tohedule reinspection. f E. • 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: em 67 o Sprinklers: The of Inspection: r 4, A yf :la_c 1a`cd."_ Hood & Duct: Address: /7. - Suite ##: / ' 6 . /k �.f Contact Person: -16,3o-vs f a (cAtg Special Instructions: Phone No.: l- (910t) Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: iL s; /7 11 1,ie 1,0A e, ex; rieett Needs Shift Inspection: Sprinklers: Are Alarm_ : Hood & Duct: Monitor: Pre -Fire: - —. Permits: Occupancy Type: Inspecto : ..� \'N.' vv.t.\ • - I Date: 1 I* \ u •Hrs.: a: d $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from • the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form. Doc 1/13/06 • T.F.D. Form F.P. 113 3 INSPECTION NUMBER ax _: :;r......... _._•..kk �..k ;.ice.. t aF.. t- INSPECTION RECORD Retain a copy with permit o,/ _ • a s- PERMIT NUMBERS . CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East; Tukwila; Wa. 98188 206 =575 -4407 Project: Peo G •Lf Type of Inspection: /aie ,. /%/a. f Address: /7 sor SG l,t ii")1 Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: Die 4-c 9 Ie A,dlt..r(, 7 ,6)36.4edW.A 12.194 )4 ,/, - "76 -Akil5 evic Needs Shift In spection: .. _.. Sprinklers Hrs.': Fire Alarm: Hood & Duct: Monitor: Pre -Fire: /4/ • Permits: Occupancy Type: Inspector: fjy'O . Date: 0 7/ A Hrs.': j . • $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record F[ m.Doc 1/13/66 T.F.D. Form F.P. 113 • Fireproofing Aggregates Shotcrete Concrete M a s o n r y A s p h a l t R o o f i n g P i l i n g S t e e l S o i l s W o o d February 25, 2011 File: 11 -111 Building Official City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 RECEIVED MAR 01' 20111 COMMUNITY DEVELOPMENT Project: Pro Golf Discount Address: 17305 Southcenter Pkwy. Suite 100 Permit No.: D11 -005 A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCEPTED LABORATORY This is to advise you that special inspections are completed on the above referenced project. The following inspection was required and a copy of our report is attached. Proprietary anct:lor.installation . To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, IBC and related codes and /or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. Agw 6,t Kimberle Anderson President CC: Northwest Handling Systems, Inc. -Derek Wood, Mike Sorenson Tel: (425) 881 -5812 Fax: (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 * Redmond, WA 98073 RECEIVED FEB 0 7 20111 p�CO OU i Field Report Report #: 52137 A.A.R. Testing Laboratory, Inc. 7126 180th Ave N.E:, Park 180, Suite 6101, Redmond, WA 98052 Phone 425:881.5812' Fax 425:881.5444 • Client: NorthWest Handling Systems, Inc. 1100 SW 7th St. Renton, WA 98055 -2939 Contact: Derek Wood Project Number: 11 -111 Permit #: D11 -005 Project Name: Pro Golf Discount Address: 17305 Southcenter Pkwy. Suite 100 Inspection Performed: Proprietary Anchors Date: 1/25/2011 Time: 11:30:00 AM Temperature: Verified anchors to be Hilti KB -TZ, 1/2" x 4 1/2" wedge type. Verified hole cleanliness and minimum embedment of 3 1/4. Torque was tested with calibrated wrench #132B and found meeting or exceeding manufacturer's recommendations of 40 ft. lbs. All work was found in conformance with manufacturer's recommendations, approved plans and ESR #1917. Areas inspected include all rack noted on D -1 of plans. Distribution: 'd' Distribute Client L;; Distribute Contractor Distribute Engineer 7 Distribute Owner .d. Distribute Municipality ` 1 Distribute Other Distribute Architect 17 Distribute Other Inspector: Chandler, Loren Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden 1 BY G. OHANIAN DATE 12 -23 -10 SUBJECT RAdK DEOI(N & ENfINEERINd d0. 412 WEST BROADWAY, SUITE #204 dLENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO, 1 JOB NO.. RD -15261 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: PRO GOLF DISCOUNT 17305 SOUTHCENTER PARKWAY, #100 TUKWILA, WA. 98188 PER IBC 2009 EDITION SECTION 2208 STORAGE RACKS CAPACITY: 3000 # / LEVEL AT PALLET RACK 50 # / LEVEL AT SHELVING CALCS. 1 THRU 6 DRAWINGS: RD -15261 FILE COPY Permit No. EXPIRES 12 -26 -11 CODE COMPLIANCE REVIEWED FOR imparweD JAN 19 2011 Cs cif Tukwila kwil BUII MgNr nIVOR InN P ECEIVE JAN 0 7 2011 BY G. OHANIAN DATE 12 -23 -10 SUBJECT RACK DEOICN & EN(INEERIN(t CO. 412 WEOT BROADWAY, !SUITE #204 (LENDALE, CA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO, 2 JOB NO. RD -15261 BEAM 96" r e 4 4 } PALLET RACK LOAD PER BEAM + 25% IMPACT LOAD (3 Kx.88) +(1.5 Kx.25) - = 1.5K I x =1.84 'BEAMS M= 82 =18 "K S R= .55<.85 S=.85 F Y= 55 KSI. A= 384.WL = .32 " <180 =.53" x E SEISMIC DESIGN V- Rx1 4 xW IBC 2009 -SEC. 2208, PER RMI SPECS. ASCE 7 -05 (SEC. 15.5.3) Sps =.94 (USGS WEB SITE, "SITE CLASS D ") 1 =1 NO PUBLIC ACCESS R =6 MOM. CONN. R =4 BRACED W =D.L.+ 3 PALLET LOAD LOAD PER COL. = 3x3.0 K _.4.5K 2 COL. P= .2 DL+ (4.5 K x.75) =3.6K W =.2DL+ (4.5PLx.67) = 3.2 K V = .36 K LONGIT. V = .54K TRANS. LONGIT. SEISMIC Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.4483 Longitude = — 122.2632 Spectral Response Accelerations SMs and SM1 SMs = Fax Ss and SMI = Fv x S1 Site Class D — Fa = 1.0 ,Fv = 1.516 Period So (sec) (g) 0.2 1.414 (SMs, Site Class D) 1.0 0.733 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.4483 Longitude = — 122.2632 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 = 1.516 Period Sa (sea) (g) 0.2 0.943 (SDs, Site Class D) 1.0 0.489 (SD1. Site Class D) .18K — 4•K .36 K 8 "K BY G. OHANIAN DATE. 12 -23 -10 SUBJECT RAO( DESIGN & ENdINEERIN( CO. 412 WET BROADWAY, plU1TE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 3 JOB NO.. RD -15261 COLUMN ANALYSIS 3" x- 1I� M t =.07" COMBINED STRESS RATIO Pex= 7T2E.Ix = 41 (KL)2 ax =1 — .84 ex = Fy =55 KSI Ae =.59 Ix =.95 S0 =.6 rx =1.2 ry =1.1 Oc =1.8 0b =1.67 Cmx =.85 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .18 K KL = 48x1.7 _ 68 rx 1.2 KL _ 42 _38 ry — 1.1 — Mn= Se.Fy =33 f2c.P+ Qb.Cmx.M =.71<1 Pn Mn.ax (2) -1/2 "0 HILT! KWIK BOLT —TZ ANCHORS PER BASE PL., 3" EMB. ESR -1917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION .5x.07x1 x65 =2.3 K BEARING CAPACITY OF COL. HOLE 7/16 "0 RIVET A = .1 Fy = 79 Ks1 Pa = .1 x79x.4 = 3 K Ma = (2.3 Kx4 ") +(1.2Kx2 ") =1 1.6 "K 3 PIN CONN. CONN. M END = .01 X W 12= 1.4"K M— 7 "K M= 8.4 "K SEISMIC TOTAL 2 Fe= .71. KL \2 =63 rx 2 Fn =Fy (.658 c )= 38 KSI Pn =FF.Ae =23K 3.6 K 8� Ac= V'Fy /Fe = .93 Ac <1.5 7 3/4 "x5 "x3/8" BASE PLATE 7 "K BY G. OHANIAN RAdK DEOI(N & ENOINEERINGt do. DATE . 12 -23 -10 412 WET BROADWAY, QUITE #204 SUBJECT LENDALE, OA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 4 JOB NO.. RD -15261 OVERTURNING MST= .54Kx2 x160 "x.66 =114 "K COL. MR = 3.6 Kx36 "= 129 "K NO UPLIFT LOAD TO DIAGONAL P = .54 Kx2 x 48 = 1.4 K COL. 36 FY =55 KSI Ae =.26 rx =.48 Q =.74 L= 48" Pa = 3.8 K CHECK WELDS Pn= 11 .01L)L.t.F„ = 5.36 K 0= 2`.55 0 2.1K x 4.2K SIDES CHECK SLAB 3600 — — 3 60' 1000 .54K 3.6x144 =518 a" V518=23" M= ( =2 )2x 1000x 2 x12=1260 "# S= 12x52 = 50 6 1260 = 25 <1.6 V2500 =80 50 3.6K 3 6K I x\J ! N 36" .54K 0 TOP LEVEL LOADING 0 W= .2DL +1.5L -1.7K LOAD PER COL. V= .28 K M = .28Kx2 x144 " = 80 "K COL. MR = 1.7Kx36 "= 61 "K UPLIFT = 80 -61 = 52 K 36" BOTH SIDES TYP. f=.07" 3600# 5" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL BY . G. OHANIAN RAdK DEOIGIN & ENdINEERINGt do. DATE . 12 -23 -10 SUBJECT 412 WET BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 5 JOB NO.. RD -15261 vt SHELVING LOAD PER COLUMN LOAD PER COL. = 10x.05K =.25 X 2 COL P =.1 DL+ (.25Kx.75) =.38K (.25 x.67) _ .28 K W =.1 DL+ V= .05 K COLUMN ANALYSIS KI _ 16 — r .25 = 64 Fa = 11.3 Ksi Pa= FaxA =4.1K FY =36 Ksi A =.36 rmiri .25 Q =.7 LOAD TO COL. INCLUDING SEISMIC LOAD SIDE VIEW "X" BRACING 1 "x.09" FLAT BAR Ta =1 "x.09x36x.6 =1.9K 1/4 "0 BOLT Va= 1 >.05Kx1.4 P =.38K+ .05Kx x144 "X.66 — 1.2K<4.1 K 12" K1= 16 =72 r .22 F Y= 36KSI A =.27 rmiri .22 BY - G. OHANIAN RAdK DEOI(N & ENdINEERIN(4 do. DATE. 12 -23 -10 SUBJECT 412 WET BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 6 JOB NO.. RD -15261 BASE PLATE USE 2 7/8 "x2 1/8 "x10 GA. B.PL. (1) -3/8 "o HILTI KWIK BOLT -TZ ESR -1917, 2" EMB. SPECIAL INSPECTION IS REQUIRED OVERTURNING = .05Kx2x144 "x.66 = 9.5"K MOT MR = .38Kx12 "= 4.6"K UPLIFT = 9.5"K-4.6"K = 41 K 12" ALL SINGLE UNITS TO BE CONNECTED TO THE BUILDING WALL PER DTAIL DRAWING FILE COPY Piarnnf No. e Materia Han - ling Experts 1100 SW 7th St Renton, WA 98055 (425) 255 -0500 ph (425) 228 -6946 fax ATTN: BUILDING DEPARTMENT AND FIRE DEPARTMENT RACK INFORMATION SUPPLEMENT SITE ADDRESS: 17305 Southcenter Pkwy #100 TENANT NAME: Pro Golf Discount DATE: January 7, 2011 APPLICANT: Mike Sorenson / (206) 818 -4488 CO REVIEWED FOR COMPLIANCE J;;:N 1 2u City of Tukwila BUILDING nit/1 m 1. Load application and rack configuration drawings attached. 2. Attached plans and engineering detail the rack locations, dimensions, and specifications. 3. Stamped engineering calculations attached. 4. Inspections will be scheduled as instructed. 5. Vertical members of storage racks are designed and installed so that failure of one vertical member will not cause collapse of more than the bay or bays directly supported by that member. 6. Commodities stored in racks: Golf shoes stored in cardboard boxes directly on shelving. Golf clubs stored in cardboard boxes directly on wire mesh racking. Non encapsulated. Maximum product storage height:. 7. Sprinkler System Information: .20GPM /1500 sq. feet. 8. Building exits indicated on attached drawings. Dx oos RECEIVE JAN 07 2011 PERMITCENTER PR COLF PRO -GOLF DISCOUNT 13405 S.E. 30th St., Suite 1A Bellevue, WA 98005 (425) 401 -0388 FAX (425) 401 -0389 To: Tukwila Fire Department Attn: Al Metzler From: Pro Golf Discount, Inc. ❑ 301 Tukwila Parkway ❑ 19125 33rd Ave. West ❑ 14121 NE 20th Street Seattle, WA 98188 Lynnwood, WA 98036 Bellevue, WA 98007 (206) 431-0100 (425) 771-2131 (425) 641-6766 FAX (206) 431 -0052 FAX (425) 771 -5510 FAX (425) 643 -7970 ❑ 5015 Tacoma Mall Blvd. ❑ 10409 Aurora Ave. N. ❑ 4225 Meridian St. Tacoma, WA 98409 Seattle, WA 98133 Bellingham, WA 98226 (253) 473-4290 (206) 527-7770 (360) 738-7101 FAX (253) 474 -2446 FAX (206) 527 -5415 FAX (360) 738 -3828 FILE COPY This letter is to notify the Tukwila Fire Department that our retail store located at 17305 Southcenter Parkway, STE 100, Tukwila, WA will not be storing any products higher than 12'. Thank y , Perry Ponti General Manager Pro Golf Discount, Inc. 425 - 401 -0385 / perry@golfdiscount.com REVIEWED FOR CODE COMPLIANCE AponnvED JAN 19 2011 City otT BUILDING OMmON RECEIVED JAN 18 2011 PERMIT CENTER r TING SLIP ACTIVITY NUMBER: D11 -005 DATE: 01 -07 -11 PROJECT NAME: PRO GOLF DISCOUNT SITE ADDRESS: 17305 SOUTHCENTER PY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: B lul ding Divi is on Public Works Fire Prevention Structural Planning Division Permit Coordinator n il DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01 -11-11 Complete Incomplete ❑ Comments: 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 Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: n APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 02 -08-1 1 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Contractors or Tradespeople Printer 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 NORTH WEST HANDLING SYS INC UBI No. 600051641 Phone 4252550500 Status Active Address 1100 Sw 7Th St License No. NORTHWH275JF Suite /Apt. License Type Construction Contractor City Renton Effective Date 4/6/1973 State WA Expiration Date 10/9/2011 Zip 980552939 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date FRANCK, JAMESJ Cancel Date 01/01/1980 Amount THOMAS, KEVIN A 30 01/01/1980 ADV4015483385 KOSTY, CLARK R 10/01/2011 01/01/1980 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 6 TRAVS 81S103354822BCM 10/01/2001 Until Cancelled $12,000.00 10/09/2001 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 30 NATIONAL FIRE ADV4015483385 10/01/2010 10/01/2011 $1,000,000.00 09/20/2010 29 ACE AMERICAN INS CO PMDG24651605002 10/01/2008 10/01/2010 $1,000,000.00 09/30/2009 28 ACE AMERICAN INS CO PMDG23858769 10/01/2007 10/01/2008 $1,000,000.00 09/28/2007 27 ACE AMERICAN INSURANCE COMPANY PMDG22904279 11/01/2006 11/01/2007 $1,000,000.00 10/27/2006 26 BURLINGTON INS CO HGL0011190 11/01/2005 11/01/2006 $1,000,000.00 11/04/2005 25 BURLINGTON INS CO HGL0007660 11/01/2004 11/01/2005 $1,000,000.0011/01/2004 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 01/21/2011 23' -5" 11' 36X96 36X96 1 36X96 36X96 W1 1 FIRST FLOOR PLAN 1116 " =T -0' 0 5' 10' 20' 30' rLM� 1 1 NORTH 37' -2 1/4" 42' -8" 0 43' —g 3/4" 12' [ 144 "] 8' [96 PALLET RAC< - 44" JEEP FRO \T VIEW 4' [48 '] 8' [96 '] 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. FILE. COPY Permit No. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and ' . nditions is acknowledged: 12' [ 144 "] q, k [as "] 12" X 48" X 144" HIGH SHELVING FRO \T VIEW By Date: , /// ,2 (( City Of Tukwila BUILDING DIVISION ELEVATIONS SEPARATE PERMIT REQUIRED FOR: l'Mechanical fetlectrical &Plumbing C7gas Piping City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APDPnvED JAN 192011 L City of Tukwila BUILDING DIVISION t"oos RECEIVED JAN 07 2011 PERMITCENTER i SHEET NUMBER IN 1 PROJECT TITLE I- ��.u7 woo o'000 c v) 0 NON cn b z i 0z'4' ow`' fY 4 •ic4 I DESCRIPTION RACK / SHELVING z 0 r</1 W J 0 O ON N KEITH WERNER co DRAWING NUMBER D -1 . /r-,` •, •` 1 3/4' GENERAL �\ 011 � ° o o 0 0 0 e ° ° CONFIGURATION I✓ /r M ' of Q f 4 f y Q U Q a U f Q d 4� � II of , ° ° ° o .0 ,og °oo °v ° v v U oa o v o - Q v oQ •�- i' CO LO , \ ❑ , / I I —I ❑ ❑ � ❑ BOTH SIDES TYP> 1/8 1.5 � r� ' , 1IVJ) � _ — t = 0.06" , I I 1713 i . A 1/4 »� PI SA ( 1000 !!!! ` I� I 1/g ° o ��� 1 r 3" \ —— �i ° o Sid — . / ve I ° ° d e ; G _. . • a a a � M li it li ii �I I� 1I �i I I I _ _ 1 /8 15 � r- I n I I O 1 -JI • . .. °.d. •• a. d ., d °, '° • ° ° • " . • • •a. s e a°d y' • ° ' - alli-vir- 1 v I r . r I l O N CO 6" t =3/8" N (11 � SEC. - - — 7 3/4" - - - -- B —B 7/16'' RIVET ASTM A576 HOT— WROUGHT G10100 GRACE BEAM CONNECTION I r. -90B UNS C -1010 t= 3/16" 3� �� (2)-1/2"0 ANCHOR BOLTS PER BASE PLATE 3" EMB., (SEE NOTE NO. 4) BRACING DETAIL _) (2_) BASE PLATE DETAIL 1 7/8" _+— WOOD SCREW OR TEK SCREW .Jr:_ (2)-1 /4 ". WOOD SCREW OR 1I� TEK SCREW x4 SPACER 4 • I) 1 1 glow 00 5 ( _\ ( r"' 0 (' 1 1 I 0 1 /4" in o BOLTS (04 1 /4 "o 18 BOLT ° ❑ 0 Oo • O 0 0 0 0 p • 0 0 O 0 d 0 0 O O 0 O 0 0 1 /4 "0 BOLTS P. X BRACING 1 "x,09" FLAT BAR • 0 00 O © 0 o 0 0 • O a p • 0 • O • 0 ■ O • ■ p • o 1r WALL STUD WALL STUD STUD WALL tt M N 41k 1 , 1r 111 1 Ihmemmmliliktimmemm __.�__ 2 7/8" 2 7/8" 1/2" 1 /2" 2x4 SPACER ° r■■ 2x4 SPACER 1 \ I rnmErrom"." 1 tn z tii = O 0 O • ■ 0 t= 0.09" 1 _ N Co MR I i 1 1 gal �_ N , . —3-MEW d - -� , 10 •io 10 GA. CA. O c 0 t =o.o9" BEADED POST ANGLE POST 1 2 7/8" 1 1 2 7/8" l — � —A V 2x4 SPACER CONNECTED W/ SHELVING POST TO 2x4 SPACER W/ 3 SCREWS AT EVERY STUD 16 "o.c. 2 SCREWS AT EVERY POST (1) -3/8" o ANCHOR PER BASE PLATE 2" EMB., (SEE NOTE NO. 4) COLUMN SECTIONS ($4 BASE PLATE DETAIL 6� "X" BRACING DETAIL (1.7 _) WALL CONNECTION (8J 96" 36" " NOTES: 1— DESIGN OF STEEL STORAGE AND CALCULATIONS ARE IN OF THE INTERNATIONAL BUILDING 2 —STEEL FOR ALL SHAPES 3 —NO FIELD WELDING IN THIS OF THE APPROVED FABRICATOR 4 —ALL ANCHORS HILTI KWIK SPECIAL INSPECTION IS REQUIRED 5— CONCRETE SLAB 5" THICK 6— STORAGE RACK CAPACITY 50 #/ LEVEL AT SHELVING 7 —RACK INSTALLATIONS SHALL A PERMANENT SIGN OF 50 OF THE RACK (SEE NOTE 8— STORAGE RACKS SHALL BE VERTICAL OF 1/2" IN 10' , RACKS AS SHOWN BY THESE DRAWINGS COMPLIANCE WITH THE REQUIREMENTS CODE 2009 EDITION, SECTION 2208 FY=55 KSI, ASTM A1011 GR.55 (EXCEPT AS NOTED) PROJECT ALL WELDED CONSTRUCTION IN THE SHOP #777 (E70XX ELECTRODES) BOLT —TZ ESR -1917 . 2500 PSI. SOIL BEARING CAPACITY 1000 PSF 3000 #/ LEVEL AT PALLET RACKS DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS SQUARE INCHES IN AREA, SHOWING THE CAPACITY NO. 6) INSTALLED WITH A MAXIMUM TOLERANCE FROM THE -0" OF HEIGHT REVIEWED FOR CODE COMPLIANCE A VED JAN 19 2011 RECEIVED C of Tukwila JAN 0 7 2011 PERMIT CENTER BUILDING DIVISION 3 / " 48" 0 12 ' O 5 O WALL CONN. / .- =- CHI IHI '�i' lq ' III/ Roo 2.0 ,i- Co � o\ c :� v N �. Fil • WES ::,. .4- _ - PM I - 1' ,l 0 �i'� .� �4� °I wt 1474 RACK DESIGN AND ENGINEERING 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204 - - , ��• '� `Q SCALE: NONE DRAWN BY: -,OS,v . " ..... t ••• • f' •' f ' ' •,,,,:„....,....:,, _ - . . .. :.. • , M . DATE: 12-23-10. �'Po /�� 99662 441 ar \i. PROJECT: PRO GOLF DISCOUNT 17305 SOUTHCENTER PARKWAY, #100, TUKWILA, WA. 98188 ' STORAGE RACK DETAILS JOB N0. RD -15261 SHEET N0. 1 OF 1 PALLET RACK SIDE VIEW SHELVING SIDE VIEW - ..i...•w ..A AA AA d •