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HomeMy WebLinkAboutPermit D11-103 - GRIMCO INC - STORAGE RACKSGRINGO INC 18205 ANDOVER PK W Dl 1 -103 Parcel No.: Address: Suite No: City ofkukwila • 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 18205 ANDOVER PK W TUKW Project Name: GRIMCO, INC. DEVELOPMENT PERMIT Permit Number: D11 -103 Issue Date: 05/05/2011 Permit Expires On: 11/01/2011 Owner: Name: Address: 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 NEW AND USED RACKING AND SHELVING. Value of Construction: $0.00 Fees Collected: $433.01 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 0011 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D11-103 Printed: 05 -05 -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: 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 complie 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: Public: Non - Profit: N Public: Date: CC- End - ned this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not pre construction or the performance of work. to this permit. Signature: Print Name: 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 ro4. s Gil Date: 51 -( 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. doc: IBC -7/10 D11 -103 Printed: 05 -05 -2011 6: VALIDITY OF PERMIT: The issuance or gr g of a permit shall not be construed to be a t for, or an approval of, any violation of any of the provisions of the ling code or of any other ordinances of the f 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. 7: ** *FIRE DEPARTMENT CONDITIONS * ** 8: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 9: 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) 10: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 11: 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) 12: 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) 13: 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) 14: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 15: Install permanent dividers in shelving units so that a 6 inch flue space is maintained every 4 ft. along the length of the shelving thus eliminating sprinkler obstructions greater than 4 ft. Or, install sprinklers beneath the shelving. For further information contact Al Metzler at the Tukwila Fire Dept @ 206 - 971 -8718. 16: 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) 17: 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) 18: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. 19: 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) 20: 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) 21: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 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 D11 -103 Printed: 05 -05 -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. 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.: Site Address: / b 05 Athlar Rk //V Suite Number: Floor: l New Tenant: El' Yes ..No Tenant Name: 6 • ri MCo, Zn C Property Owners Name: S.25Ct /e rrOp-r'71 e,S Mailing Address: p 0. DoX "74 GL t City (-4-Ag %/3 State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: /t4 t% S9 rt-,1NS o eN Mailing Address: 1(00 �j-: 4/, 7& sT E -Mail Address: i/VI SOrerI.SCJr> r) 'A f • eD'"'' r Day Telephone: '06--&/.g - Iy8 ! State Zip f Fax Number: t a5" c �f- ‘94/4 City GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: /C/O r-fii S ten Mailing Address: 1(06 � Lt/ 7 S / .? h �n 9 'e 7 City / State / / Contact Person: /lfh_ c_ €4"S& -, Day Telephone: 2(l "ci '! y7 84)' E -Mail Address: 1/11150r -r e2 /i'- h S (P^. Fax Number: ti?-5 -- >& - 6? Contractor Registration Number:s/1Or* rtr Expiration Date: 16/74)-0 e/ Zip ARCHITECT OF RECORD - All plans must be stamped by Architect of Record Company Name: Mailing Address: Contact Person: E- dress: . City Day Telephone: Fax Number: State Zip ENGINEER OF RECORD - All plans must be stamped by Engineer of Record Company Name: Mailing Address: t b- Inl 7;(-6•60/41,e-<7, S9 Contact Person: 67 pGta,/? ",ri C4 City State Zip Day Telephone: g13 aycf0 38 it) E -Mail Address: d - t. Fax Number: 8'l8' a `'i4 HA\Applicanons \Forms - Applications 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): $ 9 Omo Existing Building Valuation: $ Scope of Work (please provide detailed information):Zit Sdet /(411-(0,-) , 7 st /)p-✓ li�/Lf C!- �Y Lkiy G,t�l Ski¢ r/AP/ 624. ‘t �_ Qe / #G, £ ,de-21 �„ � 9 r, e,�/ r. ae�.� , q,,.d .T s� Qp tit esttPe- �r � 4 � r7 ? 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 t 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 I No If " yts ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: E OT Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ®iNo If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x / l "Raper 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 \2O10 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 l' Floor /0000 4( 2co 2nd Floor t r 3rd Floor Floors thru Basement i Accessory Structure* Attached Garage Detached Garage t Attached Carport Detached Carport Covered Deck t 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 I No If " yts ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: E OT Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ®iNo If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x / l "Raper 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 \2O10 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTH AGENT: Signature: Print Name: Mailing Address: /le, --CM/ 7� f' Date Application Accepted: Date: 7 Day Telephone: •=),e) 6— . >i g' ! ��� City Date Application Expires: Id 7/0I State/ Zip t. t t. t. H:WpphcationsWonns- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Staff Initials: cr,„, 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 Parcel No.: Address: 18205 ANDOVER PK W TUKW Suite No: Applicant: GRIMCO, INC. RECEIPT Permit Number: D11 -103 Status: APPROVED Applied Date: 04/20/2011 Issue Date: Receipt No.: R11 -00905 Payment Amount: $264.20 Initials: JEM Payment Date: 05/05/2011 02:41 PM User ID: 1165 Balance: $0.00 Payee: MICHAEL J SORENSON TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 084017 ACCOUNT ITEM LIST: Description 264.20 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 259.70 640.237.114 4.50 Total: $264.20 doc: Receiot -06 Printed: 05 -05 -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 Parcel No.: Address: 18205 ANDOVER PK W TUKW Suite No: Applicant: GRIMCO, INC. RECEIPT Permit Number: D11 -103 Status: PENDING Applied Date: 04/20/2011 Issue Date: Receipt No.: R11 -00766 Payment Amount: $168.81 Initials: JEM Payment Date: 04/20/2011 03:25 PM User ID: 1165 Balance: $264.20 Payee: MICHAEL j SORENSON TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 062518 ACCOUNT ITEM LIST: Description 168.81 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 168.81 Total: $168.81 doc: Receiot -06 Printed: 04 -20 -2011 INSPECTION RECORD Retain a copy with permit INSP CTION 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: 4 R,rni/) /NC' • Type of Inspection: F/ nI I___ Address: /132 C 5 /1 >3 (,4-) Date Called: Special Instructions: Date Wanted: /a ma Requester: Phone No: D6 /8 -yysg roved per applicable codes. Corrections required prior to approval. COMMENTS: //"I, -We 1444/6#7/11‘1/1 444/S('// 1‘/ . A Date: ISPECTION FEE RE t UIRED. Prior o next•inspection. fee must be at 6300 Southcenter Blvd., Suite 10 . Call to schedule reinspection. ' sri? r? i'r'ss�':'r.'..:.Y��"::k�.z�... '?��' r•y.',tir�r.�'�'+'"q�'., -�.rr ;':�...Q.....�..,. INSPECTION RECORD Retain a copy with permit INSPECTION NO. O f 3' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • 12- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 • .! Profj et: Type of spectiont-- 1 /`f� /N 1.7 Address: 24 5 �t at J Cr WUate Called: • Special Instructions: ,D e- yam' Date Wanted: . -- - (� a.m. Requester: Phone No '7 6 — +&' 14'` se (Approved per applicable codes. Corrections required prior to approval. COMMENTS: n EI SPECTION FEE REQUIR at 6300 Southcenter Blvd.. jog Date -.-//- ). Prior fo next inspection: fee must be Suite 100. Call to schedule reinspection. • 1 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: r , /1/1 c 0 rp C... Typ. of nspection: i rg . fc' { i',0 at L-- Address: / Y„) C5 Suite #: /9 i taj Contact Person: /1/1( -r' Special Instructions: Occupancy Type: Phone No.: ''- .S' /b- ti v66) pproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 4 — ©/L fi4, tvi ovc_. pili-C--/ 5 -C o yi. , gvelcic- 5lv.e, GcwJ).t c ' Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /A frt,i c d.-- Date: 57/-7 Al / 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: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 NORTHWEST H A N D L I N G SYSTEMS, I N C. The Material Handling Experts -PZLE COPY po.... to R R. % 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: 18205 Andover Pk W C� EVI WED FOR DE COMpLIANCE TENANT NAME: Grimco, Inc. ADD OVED DATE: April 12, 2011 MAY O 3 2011 APPLICANT: Mike Sorenson / (206) 818 -4488 CityofTukwila 1. Load application and rack configuration drawings attached. BUILDINi f91IP. .qinN 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: Cutting blades and knives comprised of aluminum and steel. Sign frames composed of steel, wood, and plastic. Lobby signs (i.e. wet floor), realtor signs, etc... Paper records stored in banker boxes. Items stored on wire mesh decks. Band only shrink wrap in places (top and bottom not encapsulated). Top of product, 14'. 7. Commodities stored in shelving: Signs composed of wood, steel, and vinyl. Squeegees, rulers, sign making supplies. Stored in cardboard boxes, non encapsulated. Top of product, 11'. 8. Sprinkler System Information: .39GPM/5600 sq. feet. 9. Building exits indicated on attached drawings. crrvRbLA APR 2 0 2011 PE',,:, t sITC D11 K)3 BY G. OHANIAN DATE .4 -16 -11 SUBJECT RAdK DEOI(N & ENG(INEERINGt do. 412 WEST BROADWAY, QUITE #204 G}LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 1 JOB NO RD -15440 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: GRIMCO 18205 ANDOVER PARK WEST TUKWILA, WA. 9818 PER IBC 2009 EDITION SECTION 2208 STORAGE RACKS CAPACITY: 3500 # / LEVEL AT PALLET RACKS 300 # / LEVEL AT SHELVING CALCS. 1 THRU 6 DRAWINGS: RD -15440 pa+.•ft, 114 A EXPIRES 12 -26 -11 Copp �REVIEWEp FOR pE COMPLIANCE ADDROVED MAr032011 Cily of Tukwila BUILDINr nnricm crtvRNIZnLn APR 2 0 2011 PERMIT CENTER tlHo3 BY G. OHANIAN DATE .4 -16 -11 SUBJECT RACK DEOIdN & ENOINEERIN( CO. 412 WET BROADWAY, QUITE #204 (IJ;NDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 2 JOB NO.. RD -15440 \ \ 108" 1 1 11 RACK FRONT VIEW BEAM SEISMIC DESIGN S OS xl V— _ Rx 1 .4 xW I x =2.86 Sx =1.09 F Y — —55 KSI. 44" i }�. . . SIDE VIEW LOAD PER BEAM + 25% IMPACT LOAD (3.5Kx.88) +(1.75Kx.25)— �= 1.75K 2 BEAMS M= 82 =24 "K S R= .72<1.09 _ 5xwL4 L = 60' 384.1x .E =.34"‹ 180 IBC 2009 (SEC. 2208), RMI SPECS. ASCE 7 -05 (SEC. 15.5.3) SDs =.93 (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. = 3x3.5 K =5.3K 2 COL. P =.2 DL+ (5.3Kx.75) =4.1 K W =.2DL+ (5.3PLx.67) = 3.7 K V = .41 K LONGIT. V = .61K TRANS. LONGIT. SEISMIC Conterminous 48 States 2009 International Building Code Latitude = 47.4383 Longitude = — 122.2551 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D — Fa = 1.0 ,Fv = 1.525 Period Sa (sec) (g) 0.2 1.390 (SMs, Site Class 0) 1.0 0.724 (SM1, Site Class D) Conterminous 48 States 2009 International Building Code Latitude = 47.4383 Longitude = — 122.2551 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 = 1.525 Period So (sec) (g) 0.2 0.926 (SDs, Site Class 0) 1.0 0.483 (SD1, Site Class 0) .4 K 9 •K 1 By G. OHANIAN DATE 4-16-11 SUBJECT RAdK DE$I6N & ENdINEERIN(4 do. 412 WET BROADWAY, �1UITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 3 JOB NO. RD -15440 COLUMN ANALYSIS ,, 3" x- t =.o9" COMBINED STRESS RATIO Pex= Tr2E.Ix = 41 (KL)2 ax =1— eP = 82 Fy =55 Ksl Ae =.78 Ix =1.19 Se =.B rx =1.2 ry =1.1 C2c =1.8 C2b =1.67 Cmx =.85 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .21 K KL= 48x1.7 _ rx —68 KL_52 _ ry — 1.1 — 47 Mn =Se .Fy =44 C2c P C2b Cmx M P n + M n .ax =.82 <1 (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.09x1x65 =3 K BEARING CAPACITY OF COL. HOLE 7/16 "0 RIVET A = .1 Fy = 79 KSI Pa = .1x79x.4= 3K Ma = (3Kx4 ") +(1.5 Kx2 ") =15 "K 3 PIN CONN. CONN. MEND — • 01 X W 12= 1.9 .K M— 7 "K M =8.9 "K SEISMIC TOTAL 2 Fe= (K� E = 63 A c = V'Fy /Fe = .93 rx 2 Fn =Fy (.658 �c ) =38 KSI X c <1.5 Pn = Fr, .Ae =22K 7 3/4 "x5 "x3/8" BASE PLATE 7 "K I 6- " 1 7 3/4 7 "K � 1 BY G. OHANIAN DATE 4-16-11 SUBJECT RAdK DEOIC4N & EN(IINEERIN(4 do. 412 WET BROADWAY, �UITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO, 4 JOB NO.. RD-15440 OVERTURNING MOT =.61 Kx2 x136 "x.66 =109 "K COL. MR = 4.1 Kx44 "= 180 "K NO UPLIFT LOAD TO DIAGONAL P = .61 Kx OL 44 = .62 K F Y= 55 KSI Ae =.26 rx =.48 Q =.74 L= 58" Pa = 2.5 K CHECK WELDS Pn = (1— .O1 L1 L.t.F„ = 5.36 K 0= 2.55 —n-= 2.1Kx2 =4.2K SIDES CHECK SLAB 4100 —4 1 °' 1000 .61 K 4.1x144= 590 50 =24" M= (� )2x 1000x 2 x12= 1500 "# S= 12x62 = 72 6 1500 = 21 <1.6V"2500=80 72 N .61 K i0 M 0 N 44" TOP LEVEL LOADING W= .20L+1.751 =1.95K LOAD PER COL. V= .32 K MOT = .32Kx2 x120 " = 77 "K COL. MR = 1.95K x44"= 86 "K NO UPLIFT BOTH SIDES TYP. 1/8 1.5" 2 ^1/21 x F1— x t =.07" 4100# 6" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL BY G. OHANIAN DATE .4 -16 -11 SUBJECT RAdK DEOIGIN & ENGtINEERIN( do. 412 WET BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 5 JOB NO RD -15440 18 ", 48" & 60" SHELVING LOAD PER COL. = 4x.3K = 6 K 2 COL. P =.1 DL+ (.6KX.75) =.55 K (.61;2(.67) 7) _ .50 K W =.1 DL+ V= .06 K COLUMN ANALYSIS 3" COMBINED STRESS RATIO Pex= r2E.IZ = 14.5 ax =1- ncP =.93 Pex 24 301" III El SIDE VIEW Fy =36KSI Ae =.28 I x =.07 Smin =.07 rmin =• 51 Qc =1.8 Qb =1.67 Cmx =.85 "SS" BEAM N 1. 3/32" I x =.215 Sx =.12 F Y=36 xsi. 300 # / LEVEL 150 # / BEAM M= 60"x.15K = 1.1"K 8 S R 122 K - .05 <.12 024K 24 K 018K .24"K .42"K 012K .42"K =- .54 K 006 K .54 "K = 6 K KL = 22x 1.7 _ rmin - 73 Mn =Se .Fy =2.5 Oc.PQb.Cmx.M =.50 <1 Pn Mn.ax .06K 2 Fe= (KL)2 =54 rx 2 Fn =Fy (.658 A c )= 27 KSi Pn= Fn .Ae = 7.6 K 0 Ac= N/Fy /Fe = .82 Nc <1.5 BY '• OHANIAN DATE 4-16-11 SUBJECT RAdK DEOI(N & ENdINEERINd do. 412 WET BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO, 6 JOB NO.. RD -15440 OVERTURNING MOT =.06KX2 x100 "X.66 =7.9 "K COL. MR = .551( x24"= 13.2 "K NO UPLIFT BASE PLATE T= 0 ANCHOR SHEAR = .06 K .55K .55K .06 K .06 K 24" (1) -3/8 "0 ANCHOR HILTI KWIK BOLT —TZ PER BASE PL., 2" EMB. ESR -1917. SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION M .6+.54 _ .57 "K CONN.= 2 V = .252x3.14 x80x.4 =1.5 K RIVET Ma = 1.5Kx1.5 "x1.33 =3.0 "K CONN 0 0 rn TOP LEVEL LOADING g0 o W= .1DL +.15LL .25K LOAD PER COL. 1 V= .03 MOT =. COL x94 " =5.6 "K COL. MR = .25K x24= 6.0 "K NO UPLIFT 3 5/8" 1 OO 0 N \ .25 "0 RIVET F Y =80 KSI J 4 -1 • PERMIT COQRD COPY• PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -103 DATE: 04/20/11 PROJECT NAME: GRIMCO, INC. SITE ADDRESS: 18205 ANDOVER PK W X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS O,� i But Tding 't�ivision Public Works n Fire Prevention Structural n Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 04/21/11 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/19/11 Approved ❑ Approved with Conditions FI Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 SHEET NUMBER 4\ 60x24 60x24 60x24 60x24 i REVIEWED FOR CODE COMPLIANC A PDPOVED MAY 032011 TI a BUILDIN 60x24 60x24 60x24 60x24 60x24 60x24 60x24 Id Ce O t F,-.' `aG :CCt0D CL cn 60x24 60x24 60x24 60x24 60x24 NORTH 18205 Andover Pk. W Tukwila, WA 98188 FIL Permit No Plan review approval is Approval of ru the violation of any a of approved Field Copy b to errors and omissions. nts does not auth 'r 7.9 or ordinance. Rey pt i s is acknowiedgt; z 0, z c z NORTH PLAN V SCALE: 3/32" = 1' -0" SEPARATE PERMIT REQUIRED FOR Mechanical Electrical Plumbing Gas Piping City of Tukwila BOWING DIVISION DRAWING NUMBER 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 submi al and may include additional plan review fees. D -1 EXPIRES 12 -26 -11 `�j ■ , ° . ° ° ° ° a -� , ° e ° ° Of ° ° °0' e ° 00; a • 0 0 o� a a' 0 , O f o, o 0', a � �' � 1 ► . o o o 0 oo 0 v 0 0 9 a Q 0 0 o 0 o o 0 00 Qo 9 r, .. , 10 i 10 s x :>< In I I I I I to ` BOTH \ / 1 SIDES TYP> • 1/8 V1.5" r, , 1 4; -- I I I ( 1/4 ,.� p 0 I SAF N (1p�� ` CAp k ACI� 2 3/4" I ! j I I J ❑ ❑ / / 4i1/8V 0 50E \ LUMN Q 3 - - -- -, „ A SEC. A —A tr) TYP I < Q e .i • e <. 'O 'e . e I d TYP / 1/8 1.5 „ / I i 1E075 1 Hf o N 6 / � i 7 3/4” -- - - - - - - - - -- - -� SEC. B —B (2) 3" -1/2 "o ANCHOR BOLTS PER BASE PLATE " EMB., (SEE NOTE NO. 4) 7/16 "o RIVET 1 ASTM A576 -90B HOT- WROUGHT UNS G10100 GRACE C -1010 t=3/16" BASE PLATE DETAIL (1 BRACING DETAIL C2 3 PIN CONNECTION �3 GENERAL CONFIGURATION �4 "TUR" —POST U gi g Ul . (INTERMEDIATE 1 3/B Ul U v COL.) "LUR" U U U ti —POST / ) / q U (END COL.) \ 'TT � � L II 11 cl 11 11 m 1 ,, F, e�M \` " REVIEWED CQDE COIUIPLI1a1NCE � MAY o C BUILDIN( FOR 3 2u�1 1 V11W��C� nn►iSt�N � e�M m ,,�F� � � � 1111 1 /4 „05 RIVET ASTM A576 -908 HOT- WROUGHT UNS. i'i G10100 GRACE C -1010 I \ � N I1 11 II �<c\ 1 1 I 1 1 I I 11 J 1 ( 1 14 �`°° G A• IP 1 I GA• �� U Q 4 1/4"o SCREW � ,, 0� .� '” frfi' "SS" BEAM 4 SHELF 0. • SUPPORT 14 GA. 0 t/� l 00 , 11 400 43 40 11/ ta cur 111 111 ( (/ fe, S • "TUR" POST B.PL. "LUR" POST B.PL. 1 -3/8 "0 ANCHOR BOLTS 1 -3/8 "o ANCHOR BOLT 2" EMB., SEE NOTE NO. 4 2" EMB., SEE NOTE NO. 4 . 14 GA. 14 GA. AT 60" LONG BEAMS 1 AT EACH LEVEL POST (5J BASE PLATE DETAIL 6 BEAM CONNECTION �7 108" 44" . 1 18 ", 48" & 60" 4 ", 30" NO ES: 1- DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE 2009 EDITION, SECTION 2208 2 -STEEL FOR ALL SHAPES FY =55 KSI. ASTM A1011 GR.55 (EXCEPT AS NOTED) 3 -NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP OF THE APPROVED FABRICATOR #FB -00777 (E70XX ELECTRODES) 4 -ALL ANCHORS HILTI KWIK BOLT -TZ ESR -1917 SPECIAL INSPECTION IS REQUIRED 5- CONCRETE SLAB 6" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF 6- STORAGE RACK CAPACITY 3500 #/ LEVEL AT PALLET RACKS 300 #/ LEVEL AT SHELVING 7 -RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY OF THE RACK (SEE NOTE NO. 6) 8- STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE VERTICAL OF 1/2" IN 10' -0" OF HEIGHT 9 -THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. 10- STORAGE RACK AREA NOT OPEN TO PUBLIC, EMPLOYEE ACCESS ONLY RECEIVED CITY OFTUKWILA APR 2 0 2011 PERMITCENTER b 1 1..... 1 0 3 \ _ © �` © O tzl- N �`— io M r � 4 H 'AT 60" LONG BEAMS 0 N A 1 AT EACH LEVEL x N r N N — — n_ ,� CO Jr TYP. s \ r I I 41 CV 0 0 ��x4 7;:°V wAS / C— c''G� y, g� RACK DESIGN AND ENGINEERING 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204 SCALE: NONE DRAWN BY: _.4S.,u �� �� �� • DATE: 4-16-11 / .o, -! • ', (% 99552 4V ���i TS ° % `' . PROJECT: G R 1 M G O 18205 ANDOVER PARK WEST, TUKWILA, WA. 98188 RACK FRONT VIEW SIDE VIEW SHELVING SIDE. VIEW `� � G1 STORAGE RACK DETAILS JOB NO. RD -15440 SHEET N0. 1 OF 1 EXPIRES 12 -26 -11