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Home My WebLink AboutPermit D07-295 - NORDSTROM RACK - STORAGE RACKSNORDSTROM RACK 17200 SOUTHCENTER PY D07-.295 Parcel No.: 2623049117 Address: 17200 SOUTHCENTER PY TUKW Suite No: Tenant: Name: NORDSTROM RACK Address: 17200 SOUTHCENTER PY , TUKWILA WA Owner: Name: WIG PROPERTIES LLC -SS Address: 4811 134TH PL SE , BELLEVUE WA 98006 Phone: Contact Person: Name: SHEMIRAN PETROS Address: 3000 PIERCE ST , PACOIMA CA 91331 Phone: 818 890 -6002 Contractor: Name: SDI INDUSTRIES INC Address: 3000 PIERCE ST , PACOIMA CA 91331 Phone: 818 -890 -6002 Contractor License No: SDIINI *012J7 DESCRIPTION OF WORK: STOCK RAIL MERCHANDISE STORAGE SYSTEM Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 Cityif Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT $0.00 Fees Collected: $1,052.61 International Building Code Edition: 2006 Occupancy per IBC: * *continued on next page ** Permit Number: D07 -295 Issue Date: 09/05/2007 Permit Expires On: 03/03/2008 Expiration Date: 07/28/2009 D07 -295 Printed: 09 -05 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City oTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D07 -295 Issue Date: 09/05/2007 Permit Expires On: 03/03/2008 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 Permit Center Authorized Signature Signature: Print Name: doc: IBC-10 /06 this permit and know the same to be true and correct. All provisions of law and ordinances Date: 0 1 I I hereby certify that I have read and governing this work will be complie - - then 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 constructio perform ce of work. I am authorized to sign and obtain this developmg3tt permit. J C (SQ.ac 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. D07 -295 Printed: 09 -05 -2007 Parcel No.: 2623049117 Address: Suite No: Tenant: 17200 SOUTHCENTER PY TUKW NORDSTROM RACK 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 10: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. D07 -295 ISSUED 08/08/2007 09/05/2007 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: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 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. 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: 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) 13: Avoid obstructing sprinkler heads and sprinkler head discharge patterns at connecting points to overhead trusses. 14: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) D07 -295 Printed: 09 -05 -2007 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 15: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes such condition or violation. 16: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila (206)575 -4407. * *continued on next page ** doc: Cond - 10/06 D07 - 295 does not imply approval of Fire Prevention Bureau at Printed: 09 -05 -2007 Signature: Print Name: doc: Cond - 10/06 tosof 4 110 , 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 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Date: 61 ( D07 -295 Printed: 09 -05 -2007 CITY OF TUKWIL Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwwatukwila.wa.us Site Address: 172W Q4t7 /lC(Ji✓ P NoP- vsreoM \ Tenant Name: Property Owners Name: W P te-cpeglgs 1.r1�G Mailing Address: D i I 154-6 pt_ se IELuaJ (tU ) (Am- 92006 city CONTACT PERSON - who do we contact when your permit is ready to be issu Name: 51-1 ! /4 ( eiW Perea, Day Telephone: A � g e: � egg() "f - Mailing Address: 3� , p ) Pt E� . S�' T PCCoI m A GA 1133) City State Zip E -Mail Address: pe g sa i I VLd ussrie s • am Fax Number: IS $ 10 -2-S51? G ENERAL CONTRACTOR INFORMATION — Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg -5) 0 . Company Name: 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 ** kw King Co Assessor's Tax No.: 23 CAI I 1 7 Suite Number: I I 0 Floor: New Tenant: .... Yes El ..No State Zip LA . Mailing Address: .3000 • ' - 1 1 / /. t .__,__.,i33 City State Zip Contact Person: 5hem i rail Penet6 Day Telephone: E-Mail Address: S IL." l_.: eletiAies .com Fax Number: • g -- R Contractor Registration Number: SDI NI II 61'2-57 Expiration Date: 712g I /...ory3 ARCHITECT OF RECORD = AlI p lans must be wet stamped by Architect ofRecor� Company Name: Mailing Address: Contact Person: E -Mail Address: Contact Persont—C1A, , CkYA.V I 'e s Le“) E -Mail Address: Q:\AppliationsWonm- Applications On Line3-2006 - Permit Application.doc Revised: 9 -2006 bh City Day Telephone: Fax Number: State GINEER OF RECORD - All plans must be wet stamped by Engineer of Record o y Company Name: ' locttit STY 1' � I ri . Mailing Address: City ° tate Day �o Day Telephone: v v v Fax Number: Zip Zip Page 1 of 6 ZING PERMIT INFORM' _T,ION _-- 206 -4 Valuation of Project (contractor's bid price): $ • 37 0i58 Scope of Work (please provide detailed information): Existing Building Valuation: $ STo - err 1116-6 H.9 -N1i cg sysi - o Will there be new rack storage? X .... Yes Q:'Applicationsuorms- Applications On Line'O -2006 - Permit Application.doc Revised: 9 -2006 bh ❑ .. No If yes, a separate permit and plan submittal will be required. 'rov de All,Building Areas to Square Footage Below 00 1 0 Detached. Q 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. Page 2 of 6 Fixture Type: Qty Fixture Type: .,.. ": Qty Fixture Type: "" Qty ". Fixture Type: Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for . kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas • [ LUMBING AND GAS PIPINbr•'ERMIT INFORMATION - 206 -43 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City Day Telephone: Fax Number: State Zip Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Intl Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:Wpplications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 5 of 6 Signature: 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 AUTHIZED AGENT: Date: g ' Print Name: V JcL Day Telephone: 42,5- ZE 9 -9191 Mailing Address: �� C.Ve c' , I' . �v MeH C dA .261 Neu tet.A4 CsvIst State Zip Date Application Expires: 02 4 Date Application Accepted: DitosID1- Q:Wppliations\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Staff Initials: Page 6 of 6 Parcel No.: Permit Number: D07 -295 Address: 17200 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 08/08/2007 Applicant: NORDSTROM RACK Issue Date: Receipt No.: R07 -01884 Initials: JEM User ID: 1165 Payee: NEWLAND CONSTRUCTION CO, INC. TRANSACTION LIST: Type Method Description Amount Payment Check 60800 639.72 ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Account Code Current Pmts 000/322.100 635.22 000/386.904 4.50 Total: $639.72 Payment Amount: $639.72 Payment Date: 09/05/2007 09:41 AM Balance: $0.00 2413 09/05 9710 TOTAL 637 -7 , nt� doc: Receiot -06 Printed: 09 -05 -2007 Receipt No.: R07 -01646 Initials: JEM User ID: 1165 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 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.: Permit Number: D07 -295 Address: 17200 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 08/08/2007 Applicant: NORDSTROM RACK Issue Date: Payee: NEWLAND CONSTRUCTION CO., INC. TRANSACTION LIST: Type Method Description Amount Payment Check 60623 412.89 Account Code Current Pmts 000/345.830 412.89 Total: $412.89 Payment Amount: $412.89 Payment Date: 08/09/2007 12:33 PM Balance: $639.72 1334 08/09 9710 TOTAL 412.59 doc: Receiot -06 Printed: 08-09 -2007 Project ...." 4 ..- .., riPrAf ra._ Type of Inspection: -4/0 ' CY ■ Address: /2,19 '7 / i Date Called: t/ Special Instructions: ,. /Date Wanted: p.m. Requester: Phone No: 4i INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 0 INSPECTION NO. 0 Approved per applicable codes. ,...__ El Corrections required prior to approval. COMMENTS: $58.00 INSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: 4M/2//5 70 77) /6'0 tc Type of Inspection:. / e,- 1/27i/ii Address: /?2 - cni ii/(Ce / Date Called: 2 Special Instructions: Date Wanted: c Requester: Phone No: G izmo - 7.> - c i�`'� � INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 E Approved per applicable codes. Corrections required prior to approval. COMMENT ,Inspector �� /' Date $58.00 REINSP ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: Air 5.r.--. +3 'I 2: -'. ftel.e., Type of Inspection: ,_-_--,-1.7„-,„- .„- . - t•--11 I. ) ' ' ir. i ",..f i Address: Suite #: ) J c - •1, Contact Person: ,42,,,2 4 Pre-Fire: Special Instructions: Phone No.: , ' z i; -- 7H' Needs Shift Inspection: , Sprinklers: Fire Alarm: , i Hood & Duct: Monitor: . . Pre-Fire: Permits: Occupancy Type: INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 - - — 7 - v Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Word/Inspection Record Form.Doc 1/13/06 ,) - CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS ri Corrections required prior to approval. COMMENTS: 2/. , Inspector: Date: 7 Hrs.: I4 I $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 STRUCTURAL CALCULATION STOC I AAIL SUPPORT C FOR NORDSTROM -SOUTH CENTER 17200 SOUTH CENTER PARK W Y TUKWILA, WA REVISION 1.0 I EXPIRES: 6/17/ 0 / I August 2, 2007 FILE COPY Permit No. SDI INDUSTRIES, INC. 13000 PIERCE STREET, PACOIMA, CA 91331 (818)890 -6002, Faa: (818)890 -2858 c^'.7 lonl .:r!ze REVIEWED FOR CODE C APPROVED AUG 2 8 2007 Of Tukwila B ILD N ' NISI N CITY O RECEIVED KIIAnI A AUG 0 8 2007 PERMIT CEN I 1 F 1- -2�S / of /7 SDI Industries 13000 Pierce St. Pacoima, CA 91331 818/890 -6002 Nordstrom South Center Tukwila, WA 8/1/2007 Purpose and Objective: The purpose of this calculation is to design garment storage rack and flow rail to carry garment. The storage racks are comprised of 1 1/4" diameter pipe stanchions and 3/4" diameter pipe bracings and will be supported from the existing concrete slab on the ground floor. Existing Building and Roof Open Web Steel Joist: The existing one -story commercial building is more than 40,000 square ft in plan. The existing roof open web steel joist is 18" or 26" deep K type and spaced at 6'. Total allowable Toad is 280 pounds per linear ft. Allowable live load is 160 pounds per linear ft.(18K 280/160 and 26K 280/160 per As -Built Drawing) Design Load: Design live load for conveyor/flow rail to carry garment is 25 pounds per linear foot. Design dead load for conveyor/flow rail to carry garment is 5 pounds per linear foot. Assumed roof dead load is 12 psf Assumed roof live load is 20 psf References: 1. International Budding Code 2003 2. Manual of Steel Construction ASD, AISC 9th Edition Summary of Storage - Rack -FEM Analysis: Maximum flexural stress is 14.9 ksi (member 18, 1 1/4" pipe stanchion, load combination 3, EQ -Z). Maximum failure ratio is 0.958 (member 18, 1 1/4" pipe stanchion). Conclusion: The designed garment storage rack and flow rails are adequate to support imposed load, and meet current building code's requirements. The existing concrete slab on grade is adequate to support the proposed garment storage racks. The existing roof open web steel joists are adequate to support the added stock rails in the receiving area (18K 280/160 and 26K 280 /160 per As -Built Drawing). MCE Parameters - Conterminous 48 States Zip Code - 98188 Central Latitude = 47.447736 Central Longitude = - 122.273462 Data are based on the 0.10 deg grid set Period SA (sec) ( %g) 0.2 133.7 Map Value, Soil Factor of 1.0 1.0 046.0 Map Value, Soil Factor of 1.0 MCE Parameters x Specified Soil Factors 0.2 133.7 Soil Factor of 1.00 1.0 070.8 Soil Factor of 1.54 z 4 /7 3 of /7 SDI Industries 13000 Pierce St. Pacoima, CA 91331 818/890 -6002 Nordstrom South Center Tukwila, WA 8/1/2007 Units: kip := 1000•lb ksi := kip to Roof Design Load w 4•psf w := 1.5-psf wi := 1.5- psf w ine 5•psf wdead Wroof + w + wi + wme Assumed Roof Live Load wtotal wdead + 'live Added Stock Rail Support Frame load (3) Stock Rail Live load: Stock Rail Dead load (including self wt): psf := — lb psi lb plf := ]b pcf := lb — ft i ft ft3 Roofing Plywood sheathing Insulation Mechanical & Electrical wdead = 12 psf 'live 20 -psf wtotal = 32 psf P = 150•lb•3 w11 25- plf wd1 := 5•plf Check 18K 2801160 existing open web steel foist (governs design compared to 26K) Single stock rail is supported from the added pipe frames which are hung from the existing two roof open web steel joists. Span Length: L := 27.25-ft W := 6.ft Tributary Width: Wtou l := wtotal• W + (w + w + L • 1.6•.5 Wtotal = 224.7 plf < 280 plf ... O.K. Wlive := wlive' W + w11•.65 Earthquake Load Seismic Coefficient Based on IBC 2003 S := 1.337 F := 1 SMS := Fe Ss S = 1.34 IBC 2003, (Eq 16 -38) Wiive = 136.25 plf < 160 Of ... O.K. The mapped spectral accelerations for short periods for Site Class B IBC 2003, Figure 1615 (3) Site Coefficient Fa for Site Class D IBC 2003, Table 1615.1.2 (1) SDI Industries Nordstrom South Center 13000 Pierce St. Tukwila, WA Pacoima, CA 91331 8/1/2007 818/890 -6002 2 SDS 3 1p:= 1.0 a =1.0 R := 2.5 z := 0.5ft h := 22-ft F := 0.7 w w11 + �'dl Span Length: Live load: Dead load (including self wt): S = 0.89 IBC 2003, (Eq 16 -40) ASCE 7 -02, Section 9.6: Architectural, Mechanical, and Electrical Component Component Importance Factor ASCE 7 -02 Section 9.6.1.5 Component Amplification Factor ASCE 7 -02, Table 9.6.3.2 Component Response Modification Factor ASCE 7 -02, Table 9.6.3.2 Height in structure of point of attachment of component with respect to the base Average roof height of structure with respect to the base Strength Design, F = 1 Allowable Stress Design, F = 0.7 (No increase in Allowable Stress) 0.4•a z C := R C + 2 h C1 0.143 ASCE 7 -02 (Eq. 9.6.1.3 -1) P , := 1.6.SDS•1 Cm, = 1.426 ASCE 7 - (Eq. 9.6.1.3 - Cmin 0.3•SDS•I Cmin = 0.267 ASCE 7 - (Eq. 9.6.1.3 - Ch := min(Ci,CmaX) Ch max(Ch,Cmin) L := 6.ft w 25•plf wd1 := 5.plf w = 30plf Ch = 0.187 Seismic design force coefficient in "g ", Horizontal C , := 0.2•SDS•F1 C.. = 0.125 Seismic design force coefficient in "g ", Vertical Flow Rail Design Flow rail system's main structural member is 1 5/16" O.D. mechanical tube conveying garment. 21 ft. long tube is supported typically at every 6 ft. If Sds > 0.125 Otherwise 0 446f / SDI Industries 13000 Pierce St. Pacoima, CA 91331 818/890 -6002 Nordstrom South Center Tukwila, WA 8/1/2007 Yield Stress: Young's modulus: Try 1 5/16" O.D 14 Gage Round Tube D:= C1 + 16 I•in t := 0.083•in Thickness 14 Gage D� := D - 2•t Inside Diameter A :_ .785398•(D2 - D� Cross sectional area I :_ .049087.(D - D Moment of Inertia D 4 - D 4 S := .098175 ( ) Section modulus D Calc. Moment: w -L M :_ 8 Calc. Bending stress: F y • 4 E := 29000•ksi Outside Diameter of Tube M = 13511311 fbS Fb :_ .66•F Check Shear: V := ww L 2 V f,„:_ .5 -A F„ := .4•F (EQ. F4 -1, REF. 3) Check deflection: 5•w-L A: 384 -E•I L Ratio := — A Use 1 5/16" OD 14 Gage Round Tube f = 17.47 ksi Fb = 27.72 ksi > fb ... O.K. V = 0.09 kip f 0.561ksi F 16.8 ksi > f v ...O.K. A = 0.496 in Ratio = 145.25 6 c� 7 SDI Industries 13000 Pierce St. Pacoima, CA 91331 818/890 -6002 Nordstrom South Center Tukwila, WA 8/1/2007 Connection Design P:= w•L Shear capacity of #10 -32 Tek Screw is 906 lb Pall := 906•lb F := Pan — P Use #10-32 Tek Screw Try 3/4" Pipe as vertical member in tension A := .333•in F•42-ksi f := 1 = 0.541 ksi a — A F := 0.6•F F = 25.2 ksi > f ... O.K. Use 3/4" Pipe Stanchion Baseplate Design P = 1801b FS = 5.033 > 3 ... O.K. Fy := 36000•psi fc := 2500•psi t := 4•in Baseplate material: A36 Steel Min. Concrete Compressive Strength Min. Slab thickness Design required Baseplate size and thickness. P :_ .753-kip Max. reaction from analysis Try 4x4 plate size. Col = 1.3-in Plate := 4.in Column width Check Punching shear bo := 4-(Plate + t) bo = 32 in Shear Perimeter Vu := Pcorm• 1.7 Vu = 1.28 x 10 Factored shear load vu := 3• Vu vu = 15.001 psi Shear stress 2•bo•t Fv := 4 .65 fc lb in I Fv = 130 psi > vu ... O.K. Design required thickness of baseplate: 7 0f / 7 SDI Industries 13000 Pierce St. Pacoima, CA 91331 818/890 -6002 Nordstrom South Center Tukwila, WA 8/1/2007 fp Ptotal Plate" Fp := 0.35•fc Plate — Col n :- 2 Tpl = 2-n. F— y Use 4 "x4 "x3/16" Baseplates Anchor Bolt Design: Tension per bolt: Shear per bolt: fp = 47.063 psi Fp = 875 psi n = 1.35 in TpI = 0.098 in Reaction Shear (from analysis): V := .057•kip Reaction Moment (from analysis): M := .291 •kip•ft No of bolts: N := 2 Bolt Spacing: S := 2.5•in T := S N 2 V V := N T = 1.397 kip V = 28.51b Bearing Pressure Allowable Bearing Try (2) 3/8" dia. x 2 3/4" LG. ThunderStud Wedge Anchor bolts V := 4318-lb Allowable shear for 2000 psi concrete T := 3229-lb Allowable tension for 2000 psi concrete T2 := 5653-lb Allowable tension for 4000 psi concrete Tl + T2 Tall := 2 T = 4.441 kip Assume 3000 psi concrete FS := Tau FS = 3.179 > 3 ... Say O.K. Use (2) 3/8" dia. x 2 3/4" LG. ThunderStud Wedge Anchor bolts 8 b+ /7 Loads: LC 1, DL+LL Results for LC 1, DL+LL -.24k /7 -.19k -.19k -.19k -.19k -.19k -.19k .015 -.19k -.19k -.19k - .015k -.19k .015k -.19k -.19k -.19k -.015 -.015k -.015k -.015k 15k 5k 1 -.015k -.015k -.015k T. -.015k -.015k -.19k -015 -.015k -.015k -.015k -.015k -.015k Loads: LC 2, 0.75(DL +LL -EQX) Results for LC 2, 0.75(DL +LL -EQX) Member Code Checks Displayed Solution: Envelope Code Check No Caic > 1.0 .90 -1.0 .75 -.90 .50 -.75 0.-.50 sw None 11154 -1 .65 .49 35 A572Grade50 29000 11154 garment None .49 50 A992 29000 90 .3 .65 .49 rail None 29000 11154 .3 .65 90 42 A500 46 29000 eqx -sw None -1 .49 46 .187 eqx - garment None 1 1.125 90 .844 3 1.125 eqx -rail None 8 .047 9 .187 90 eqZ -sw None -1 eqZ- garment None 90 ea-rail None 90 A53 29000 11154 99 .65 .49 35 A572Grade50 29000 11154 .3 .65 .49 50 A992 29000 11154 .3 .65 .49 50 A500 42 29000 11154 .3 .65 .49 42 A500 46 29000 11154 .3 .65 .49 46 Display Sections for Member Calcs 3 Max Internal Sections for Member Calcs 99 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (inA2) 144 Merge Tolerance (in) .12 P -Delta Analysis Tolerance 0.50% Vertical Axis Y Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method Exact Integration Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes D +L Yes Cold Formed Steel Code AISI 99: ASD 1 1 2 1 3 1 D+0.75(L- 0.7Ex) Yes 1 1.125 2 .844 3 1.125 4 .187 5 .047 6 .187 D+0.75(L- 0.7EZ) Yes 1 1.125 2 .844 3 1.125 7 .187 8 .047 9 .187 Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD NDS Wood Code NDS 91: ASD NDS Temperature < 100F Concrete Code ACI 1999 Global Hot Rolled Steel Properties Hot Rolled Steel Section Sets Labe HR1 HR2 PIPE 1.25 PIPE .75 Pipe Pipe Column Beam A500 42 A500 42 Typical Typical .669 .333 .195 .037 .195 .037 .389 .074 Basic Load Cases Load Combinations Shape Design List Type r [k Material Design Rules A [in2] MA-3D Version 5.0 (F:1SDI- 2007106 -08- Nordstrom- WA\RAIL RACK.r3d] Point Sri fn4] /2 e( /7 lzz [in4] J [in4] 'fa Factor Page 1 N1 max .056 2 .747 1 .056 3 .286 3 0 1 0 1 min 0 1 .672 2 0 1 0 1 0 1 -.287 2 N2 max .056 2 .751 1 .057 3 .291 3 0 1 0 1 min 0 1 .676 2 0 1 0 1 0 1 -.287 2 N3 max .056 2 .751 1 .057 3 .291 3 0 1 0 1 min 0 1 .676 2 0 1 0 1 0 1 -.287 2 N4 max .056 2 .751 1 .057 3 .291 3 0 1 0 1 min 0 1 .676 2 0 1 0 1 0 1 -.287 2 N5 max .056 2 .747 1 .056 3 .286 3 0 1 0 1 min 0 1 .672 2 0 1 0 1 0 1 -.287 2 N11 max .057 2 .749 1 .056 3 I .286 3 0 2 0 1 min 0 1 .675 2 0 2 0 1 0 1 -.29 2 N12 max .057 2 .753 1 .057 3 .291 3 0 2 0 1 min 0 1 .679 2 0 2 0 1 0 1 -.29 2 N13 max .057 2 .753 1 .057 3 .291 3 0 2 0 1 min 0 1 .679 2 0 2 0 1 0 1 -.29 2 N14 max .057 2 .753 1 .057 3 .291 3 0 2 0 1 min 0 1 .679 2 0 2 0 1 0 1 -.29 2 N15 max .057 2 .749 1 .056 3 .286 3 0 2 0 1 min 0 1 .675 2 0 2 0 1 0 1 -.29 2 N21 max .057 2 .75 1 .056 3 .286 3 0 1 0 1 min 0 1 .675 2 0 1 0 1 0 1 -.29 2 N22 max .057 2 •.753 1 .057 3 .291 3 0 1 0 1 min 0 1 .679 2 0 1 0 1 0 1 -.29 2 N23 max .057 2 .753 1 .057 3 .291 3 0 1 0 1 min 0 1 .679 2 0 1 0 1 0 1 -.29 2 N24 max .057 2 .753 1 .057 3 .291 3 0 1 0 1 min 0 1 .679 2 0 1 0 1 0 1 -.29 2 N25 max .057 2 .75 1 .056 3 .286 3 0 1 0 1 min 0 1 .675 2 0 1 0 1 0 1 -.29 2 N31 max .057 2 .75 1 .056 3 .286 3 0 1 0 1 min 0 1 .675 2 0 1 0 1 0 1 -.29 2 N32 max .057 2 _ _ .753 1 .057 3 .291 3 _ _ 0 1 0 1 min 0 1 .679 2 0 1 0 1 0 1 -.29 2 N33 max .057 2 .753 1 .057 3 .291 3 0 1 0 1 min 0 1 .679 2 0 1 0 1 0 1 -.29 2 N34 max .057 2 .753 1 .057 3 .291 3 0 1 0 1 min 0 1 .679 2 0 1 0 1 0 1 -.29 2 N35 max .057 2 .75 1 .056 3 .286 3 0 1 0 1 min 0 1 .675 2 0 1 0 1 0 1 -.29 2 N4 max .057 2 .749 1 .056 3 .286 3 0 1 0 1 min 0 1 .675 2 0 1 0 1 0 1 -.29 2 N42 max .057 2 .753 1 .057 3 .291 3 0 1 0 1 min . 0 1 .679 2 0 1 0 1 0 1 -.29 2 N43 max .057 2 .753 1 .057 3 .291 3 0 1 0 1 min 0 1 .679 2 0 1 0 1 0 1 -.29 2 N44 max .057 2 .753 1 .057 3 .291 3 0 1 0 1 min 0 1 .679 2 0 1 0 1 0 1 -.29 2 N45 max .057 2 .749 1 .056 3 .286 3 0 1 0 1 min 0 1 .675 2 0 1 0 1 0 1 -.29 2 N51 max .056 2 .747 1 .056 3 .286 3 0 2 0 1 min 0 1 .672 2 0 2 0 2 0 1 -.287 2 N52 max .056 2 .751 1 .057 3 .291 3 0 2 0 1 min 0 1 .676 2 0 2 0 2 0 1 -.287 2 N53 max .056 2 .751 1 .057 3 .291 3 0 2 0 1 min 0 1 .676 2' 0 2 0 2 0 1 -.287 2 N54 max I .056 2 .751 1 .057 3 .291 3 0 2 0 1 min 0 1 .676 2 0 2 0 2 0 1 -.287 2 N55 max .056 2 .747 1 .056 3 .286 3 0 2 0 1 min 0 1 1 .672 2 0 2 0 ■ 2 0 1 -.287 2 Envelope Joint Reactions Z fkl MX fk -ftl RISA - 30 Version 5.0 [F: \SDI 2007 \06 - 08 - Nordstrom WA\RAIL RACK.r3d] MY fk -ft ' Ic MZ fk -ft /.? at ' 7 Ic Page 2 f N1 max 0 1 0 2 0 11 0 1 0 1 0 2 min 0 2 0 1 0 1 3 0 3 0 1 0 1 N2 max 0 1 0 2 0 ! 1 0 1 0 1 0 2 min 0 2 0 1 0 3 0 3 0 1 0 1 N3 max 0 1 0 2 0 1 0 1 0 1 0 2 min 0 2 0 1 0 1 3 0 3 0 1 0 1 N4 max 0 1 0 2 0 1 1 0 1 0 1 0 2 min 0 2 0 1 0 i 3 0 3 0 1 0 1 1 N5 max 0 1 0 2 0 1 0 1 0 1 0 2 min 0 2 0 1 0 3 0 3 0 1 0 1 N6 max 0 1 -.002 2 0 1 0 1 0 1 2.216e -2 2 min -1.929 2 -.002 1 -1.92 3 -2.205e-2 3 0 1 0 1 N7 max 0 1 -.002 2 0 1 0 1 0 1 2.216e -2 2 min -1.929 2 -.002 1 -1.966 3 -2.259e-2 3 0 1 0 1 N8 max 0 1 -.002 2 0 1 0 1 0 1 2.216e -2 2 min -1.929 2 -.002 1 -1.97 3 -2.267e-2 3 0 1 0 1 N9 max 0 1 -.002 2 0 1 0 1 0 1 2.216e -2 2 min -1.929 2 -.002 1 -1.966 3 -2.259e-2 3 0 1 0 1 N10 max 0 1 -.002 2 0 1 0 1 0 1 2.216e -2 2 min -1.929 2 -.002 1 -1.92 3 -2.205e-2 3 0 1 0 1 N11 max 0 1 0 2 0 12 0 1 0 1 0 2 min 0 2 0 1 0 3 0 3 0 2 0 1 N12 max 0 1 0 2 0 2 0 1 0 1 0 2 min 0 2 0 1 0 3 0 3 0 2 0 1 N13 max 0 1 0 2 0 2 0 1 1 0 1 0 2 min 0 2 I 0 1 0 3 I 0 1 3 0 2 0 1 N14 max • 0 1 0 2 0 2 0 1 0 1 0 2 min 0 2 0 1 0 1 3 0 3 0 .2 0 1 N15 max 0 1 0 2 0 2 0 1 0 1 0 2 min 0 2 0 1 0 3 0 3 0 2 0 1 N16 max 0 1 -.002 2 0 1 0 1 0 1 2.245e -2 2 min -1.955 2 -.002 1 -1.92 3 -2.205e-2 3 0 2 0 1 N17 max 0 1 -.002 2 0 1 0 1 0 1 2.245e -2 2 min -1.955 2 -.002 1 -1.966 3 -2.259e-2 3 0 2 0 1 N18 max 0 1 -.002 2 0 1 0 1 0 1 2.245e -2 2 min -1.955 2 -.002 1 -1.97 3 -2.267e-2 3 0 2 0 1 N19 max 0 1 -.002 2 0 1 0 1 0 1 2.245e -2 2 min -1.955 2 -.002 1 -1.966 3 -2.259e-2 3 0 2 0 1 N20 max 0 1 -.002 2 0 1 I 0 1 0 1 2.245e -2 2 min -1.955 2 -.002 1 -1.92 3 -2.205e-2 3 0 2 0 1 N21 max 0 1 0 2 0 1 0 1 0 1 0 2 min 0 2 0 1 0 3 0 3 0 1 0 1 N22 max 0 1 I 0 2 0 1 0 1 0 1 0 2 min 0 2 0 1 0 3 0 3 0 1 0 1 N23 max 0 1 , 0 2 0 1 1 0 1 0 1 0 2 min 0 2 1 0 1 0 3 0 3 0 1 0 1 1 N24 max 0 1 I 0 2 0 1 0 1 0 1 0 2 min 0 2 0 1 0 3 0 3 0 1 0 1 N25 max 0 1 I 0 2 0 1 1 0 1 0 1 0 2 min 0 2 '1 0 1 1 0 3 0 3 0 1 0 1 1 N26 max 0 1 -.002 2 0 1 1 0 1 0 1 2.256e -2 2 min -1.962 2 -.002 1 1 -1.92 1 3 -2.205e-2 3 0 1 0 1 N27 max 0 1 1 ! -.002 2 0 1 0 1 0 1 2.256e -2 2 min -1.962 2; -.002 1 -1.966 1 3 -2.259e-21 3 0 1 0 1 N28 I max 0 1 -.002 1 2 1 0 1 1 0 1 0 I 1 2.256e -2 2 Envelope Joint Reactions (Continued) oint X [k] Ic Y [k] Ic J Totals: max min 1.693 0 2 1 22.528 20.286 1 2 1.693 0 3 1 Envelope Joint Displacements int X li 2 RISA - 3D Version 5.0 [F: \SDI - 2007106 - 08 - Nordstrom WA\RAIL RACK.r3d] Ic MX [k ft] Ic MY [k - ft] /c 64 /7 MZ [k - ft] Ic Page 3 Envelope Joint Displacements (Continued) RISA -3D Version 5.0 [F:\SDI- 2007106 -08- Nordstrom - WA\RAIL RACK.r3d] tion (r... lc Page 4 min -1.962 2 -.002 1 -1.97 , 3 - 2.267e -2 3 0 1 0 1 N29 max 0 1 -.002 2 0 1 0 1 0 1 2.256e -2 2 min -1.962 2 -.002 1 -1.966 3 -2.259e-2 3 0 1 0 1 N30 max 0 1 -.002 2 0 I 1 0 1 0 . 1 2.256e -2 2 min -1.962 2 -.002 1 -1.92 3 -2.205e-2 3 0 1 0 1 N31 max 0 1 0 2 0 1 0 1 0 1 0 2 min 0 2 0 1 0 3 0 3 0 1 0 1 N32 max 0 1 0 2 0 1 0 1 0 1 0 2 min 0 2 0 1 0 3 0 3 0 1 0 1 N33 max 0 1 0 2 0 1 0 1 0 1 0 2 min 0 2 0 1 0 3 0 3 0 1 0 1 N34 max 0 1 0 2 0 1 0 1 0 1 0 2 min 0 2 0 1 0 1 3 0 3 0 1 0 1 N35 max 0 1 0 2 0 1 0 1 0 1 0 2 min 0 2 0 1 0 3 0 3 0 1 0 1 N36 max 0 1 -.002 2 0 1 0 1 0 1 2.256e -2 2 min -1.962 2 -.002 1 -1.92 3 -2.205e-2 3 0 1 0 1 N37 max 0 1 -.002 2 0 1 0 1 0 1 2.256e -2 2 min -1.962 2 -.002 1 -1.966 3 -2.259e-2 3 0 1 0 1 N38 max 0 1 -.002 2 0 1 0 1 0 1 2.256e -2 2 min -1.962 2 -.002 1 -1.97 3 -2.267e-2 3 0 1 0 1 N39 max 0 1 -.002 2 0 1 0 1 0 1 2.256e -2 2 min -1.962 2 -.002 1 -1.966 3 -2.259e-2 3 0 1 0 1 N40 max 0 1 -.002 2 0 1 0 1 0 1 2.256e -2 2 min -1.962 2 -.002 1 -1.92 3- 2.205e -2 3 0 1 0 1 N41 max 0 1 0 2 0 1 0 1 0 1 0 2 min 0 2 0 1 0 3 0 3 0 1 0 1 N42 max 0 1 0 2 0 1 0 1 0 1 0 2 mire 0 2 0 1 0 3 0 3 0 1 0 1 N43 max 0 1 0 .2 0 1 0 1 0 1 0 2 min 0 2 0 1 0 3 0 3 0 1 0 1 N44 max 0 1 0 2 0 1 0 1 0 1 0 2 min 2� 0 1 0 3 0 3 0 1 u _ 1 - N45 m a x � j - - 0 - - 2- -0 1 1 0 1 0 2 min 0 2 0 1 0 3 0 3 0 1 0 1 N46 max 0 1 -.002 2 0 1 0 1 0 1 2.245e -2 2 min -1.955 2 -.002 1 -1.92 3 -2.205e-2 3 0 1 0 1 N47 max 0 1 -.002 2 0 1 0 1 0 1 2.245e -2 2 min -1.955 2 -.002 1 -1.966 3 -2.259e-2 3 0 1 0 1 N48 max 0 1 -.002 2 0 1 0 1 0 1 2.245e - 2 2 min - 1.955 2 - .002 1 - 1.97 3 - 2.267e - 2 3 0 1 0 1 N49 max 0 1 -.002 2 0 1 0 1 0 1 2.245e -2 2 min - 1.955 2 -.002 1 -1.966 3 -2.259e-2 3 0 1 0 1 N50 max 0 1 -.002 2 0 1 0 1 0 1 2.245e -2 2 min -1.955 2 -.002 1 -1.92 3 -2.205e-2 3 0 1 0 1 N51 max 0 1 0 2 0 2 0 2 0 1 0 2 . min 0 2 0 1 0 3 0 3 0 2 0 1 N52 max 0 1 0 2 0 2 0. 2 0 1 0 2 min 0 2 0 1 0 3 0 3 0 2 0 1 N53 max 0 1 0 2 0 2 0 2 0 1 0 2 min 0 2 0 1 0 3 0 3. 0 2 0 1 N54 max 0 1 0 2 0 2 0 2 0 1 0 2 min 0 2 0 1 0 3 0 3 0 2 0 1 N55 max 0 1 0 2 0 2 0 2 0 1 0 2 min 0 2 0 1 0 3 0 3 0 2 0 1 N56 max 0 1 -.002 2 0 11 0 1 1 0 1 2.216e -2 2 min -1.929 2 -.002 1 -1.92 3 -2.205e-2 3 0 2 0 1 N57 max 0 1 -.002 2' 0 1 0 1 0 1 2.216e -2 2 min -1.929 2 -.002 1 1 =1.966 3 -2.259e-2 3 0 2 0 1 N58 max 0 1 -.002 2 0 1 1 0 1 0 1 2.216e -2 2 min -1.929 2 I -.002 1 -1.97 I 3 - 2.267e -2 3 0 2 0 1 Envelope Joint Displacements (Continued) RISA -3D Version 5.0 [F:\SDI- 2007106 -08- Nordstrom - WA\RAIL RACK.r3d] tion (r... lc Page 4 M1 PIPE_1.25 .943 0 I 2 .007 0 1 2 3.347 25.2 27.72 27.72 1... .6 .85 H1 -1 M2 PIPE1.25 .946 0 I 2 .007 0 0 3 3.347 25.2 27.72 27.72 1... .6 .851 H1 -1 M3 PIPE_1.25 .946 0 2 .007 I 0 2.216e -2 3 3.347 25.2 27.72 27.72 1....6 1 .85 H1 -1 M4 PIPE_1.25 .946 0 2 .007 I 0 3 3.347 25.2 27.72 27.721... .6 .85 H1-1 M5 PIPE_1.25 .943 0 2 .007 0 2 3.347 25.2 27.72 27.72 1... .6 .85 H1 -1 M6 PIPE_1.25 .952 0 2 .007 0 2 3.347 25.2 27.72 27.72 1... .6 .85 H1 -1 M7 PIPE_1.25 .956 0 2 .007 0 3 3.347 25.2 27.72 27.72 1.. .6 .85 H1-1 M8 PIPE_1.25 .956 0 2 .007 0 3 3.347 25.2 27.72 27.72 1... .6 .85 H1 -1 M9 PIPE_1.25 .956 0 2 .007 0 3 3.347 25.2 27.72 27.72 1... .6 .85 H1 -1 M10 PIPE_1.25 .952 0 2 .007 0 2 3.347 25.2 27.72 27.72 1....6 .85 H1-1 M11 PIPE_1.25 .954 0 2 .007 0 2 3.347 25.2 27.72 27.72 1... .6 .85 H1 -1 M12 PIPE_1.25 .958 0 2 .007 0 3 3.347 25.2 27,72 27.72 1... .6 .85 H1 -1 M13 PIPE_1.25 .958 0 2 .007 0 3 3.347 25.2 27.72 27.72 1... .6 .85 H1 -1 M14 PIPE_1.25 .958 0 2 .007 0 3 3.347 25.2 27.72 27.72 1••..6 .85 H1 -1 M15 PIPE_1.25 .954 0 2 .007 0 2 3.347 25.2 27.72 27.72 1... .6 .85 H1 -1 M16 PIPE_1.25 .954 0 2 .007 0 2 3.347 25.2 27.72 27.72 1... .6 .85 H1 -1 M17 PIPE_1.25 .958 0 2 .007 0 3 3.347 25.2 27.72 27.72 1- .6 .85 H1-1 M18 PIPE_1.25 .958 0 2 .007 0 3 3.347 25.2 27.72 27.72 1... .6 .85 H1 -1 M19 PIPE_1.25 .958 0 2 .007 0 3 3.347 25.2 27.72 27.72 1....6 .85 H1 -1 M20 PIPE_1.25 .954 0 2 .007 0 2 3.347 25.2 27.72 27.72 1....6 .85 H1 -1 M21 PIPE 1.25 .952 0 2 .007 0 2 3.347 25.2 27.72 27.72 1.. .6 .85 H1-1 M22 PIPE 1.25 .956 0 2 .007 0 3 3.347 25.2 27.72 27.72 1... .6 .85 H1 -1 M23 PIPE 1.25 .956 0 2 .007 0 3 3.347 25.2 27.72 27.72 1... .6 .85 H1 -1 M24... PIPE_1.25 0 2 0 3 3.347 25.2 27.72 2779 1.. 6 85 H1 -1 M25 _ PIPE_1.25 .956 ___ .952 _ 0 2 _ _ .007 ..007 0_ . __ 2. 3.347.. 25.2__ 27.72 27.72 1 ....6 .85 H1 -1 M26 PIPE_1.25 .943 0 2 .007 0 2 3.347 25.2 27.72 27.72 1... .6 .85 H1 -1 M27 PIPE J.25 .946 0 2 .007 0 3 3.347 25.2 27.72 27.72 1... .6 .85 H1 -1 M28 PIPE_1.25 .946 0 2 .007 0 3 3.347 25.2 27.72 27.72 1....6 .85 H1 -1 M29 PIPE_1.25 .946 0 2 .007 0 3 3.347 25.2 27.72 27.72 1... .6 .85 H1 -1 M30 PIPE 1.25 .943 0 2 .007 I 0 2 3.347 25.2 27.72 27.72 1... .6 .85 H1 -1 M31 PIPE .75 .040 3.166 3 .003 6.333 3 2.879 25.2 27.72 27.72 1 1 1 H1 -1 M32 PIPE .75 .012 1.75 2 .003 I 0 2 9.426 25.2 27.72 27.72 1 1 1 H1 -1 M33 PIPE .75 .040 3.166 3 .001 6.333 3 2.879 25.2 27.72 27.72 1 1 1 H1 -1 M34 PIPE .75 .012 1.75 2 .003 0 2 9.426 25.2 27.72 27.72 1 1 1 H1 -1 M35 PIPE .75 .040 3.166 3 .001 0 3 2.879 25.2 27.72 27.72 1 1 1 H1 -1 M36 PIPE .75 .012 1.75 2 .003 1 0 2 9.426 25.2 27.72 27.72 1 1 1 H1 -1 M37 PIPE .75 .040 3.167 3 .003 6.333 3 2.879 25.2 27.72 27.72 1 1 1 I H1 -1 M38 PIPE .75 .012 1.75 2 .003 0 2 9.426 25.2 27.72 27.72 1 1 1 H1 -1 M39 PIPE .75 .012 1.75 2 .003 0 . 2 9.426 25.2 27.72 27.72 1 1 1 H1 -1 M40 PIPE .75 .040 3.166 3 .003 6.333 3 2.879 25.2 27.72 27.72 1 1 1 H1 -1 M41 PIPE .75 .016 2 2 .001 14 2 7.216 25.2 27.72 27.72 1 1 1 H1 -1 M42 PIPE .75 .040 3.166 3 .001 6.333 3 2.879 25.2 27.72 27.72 1 1 1 H1 -1 M43 PIPE .75 .016 2 2 .001 4 2 7.216 25.2 27.72 27.72 1 1 1 H1 -1 M44 PIPE .75 .040 3.166 3 .001 0 3 2.879 25.2 27.72 .27.72 1 1 1 H1 -1 M45 PIPE .75 .016 2 2 .001 4 2 7.216 25.2 27.72 27.72 1 1 1 H1 -1 M46 PIPE .75 .040 3.167 3 .003 6.333 3 2.879 25.2 27.72 27.72 1 1 1 H1 -1 1 M47 PIPE .75 .016 2 2 .001 4 2 7.216 25.2 27.72 27.72 1 1 1 H1 -1 M48 PIPE .75 .016 2 2 .001 4 2 7.216 25.2 27.72 27.72 1 1 1 H1 -1 1 M49 PIPE .75 .040 3.166 3 .003 6.333 3 2.879 25.2 27.72 27.72 1 1 1 H1-1 1 M50 PIPE .75 .016 2 2 .001 4 2 7.216 25.2 27.72 27.72 1 1 1 H1 -1 M51 PIPE .75 .040 3.166 3 I .001 16.333 13 2.879 25.2 27.72 27.72 1 1 1 H1 -1 M52 PIPE .75 .016 2 2 .001 1 4 j2 7.216 25.2 27.72 27.72 1 1 1 H1 -1 M53 PIPE .75 .040 3.166 1 3 .001 I 0 3 2.879 25.2 27.72 27.72 1 1 1 1H1-1 N59 max 0 1 -.002 2 0 1 0 1 0 1 2.216e -2 2 min -1.929 2 -.002 1 -1.966 3 -2.259e-2 3 0 2 0 1 N60 max 0 1 -.002 2 0 1 0 1 0 1 2.216e -2 2 min -1.929 2 -.002 1 -1.92 3 -2.205e-2 3 0 2 .0 1 Envelope Joint Displacements (Continued) in Ic X Rotation f... Ic Y Rotation L.. Ic Z Rotation fr... lc Envelope ASD Steel Code Checks mbar Shane Code Check L hear ..LocfftlDir I F a fksl F f ksl Fb v- v...Fb z- z...CbCmvCmzASD ... RISA -3D Version 5.0 [F: \SDI- 2007\06 -08- Nordstrom- WA\RAIL RACK.r3d] Page 5 M54 PIPE_.75 .016 2 2 .001 4 2 7.216 25.2 27.72 27.72 1 1 1 H1 -1 M55 PIPE_.75 .040 3.167 3 .003 6.333 3 2.879 25.2 27.72 27.72 1 1 1 H1 -1 M56 PIPE_.75 .016 2 2 .001 4 2 7.216 25.2 27.72 27.72 1 1 1 H1 -1 M57 PIPE_.75 .016 2 2 .001 4 2 7.216 25.2 27.72 27.72 1 1 1 H1 -1 M58 PIPE_.75 .040 3.166 3 .003 6.333 3 2.879 25.2 27.72 27.72 1 1 1 H1 -1 M59 PIPE_.75 .016 2 2 .001 4 2 7.216 25.2 27.72 27.72 1 1 1 H1 -1 M60 PIPE_.75 .040 3.166 3 .001 6.333 3 2.879 25.2 27.72 27.72 1 1 1 H1 -1 M61 PIPE_.75 .016 2 2 .001 4 2 7.216 25.2 27.72 27.72 1 1 1 H1 -1 M62 PIPE_.75 .040 3.166 3 .001 0 3 2.879 25.2 27.72 27.72 1 1 1 H1 -1 M63 PIPE_.75 .016 2 2 .001 4 2 7.216 25.2 27.72 27.72 1 1 1 H1 -1 M64 PIPE_.75 .040 3.167 3 .003 6.333 3 2.879 25.2 27.72 27.72 1 1 1 H1 -1 M65 PIPE_.75 .016 2 2 .001 4 2 7.216 25.2 27.72 27.72 1 1 1 H1 -1 M66 PIPE .75 .016 2 2 .001 4 2 7.216 25.2 27.72 27.72 1 1 1 H1 -1 M67 PIPE_.75 .040 3.166 3 .003 6.333 3 2.879 25.2 27.72 27.72 1 1 1 H1 -1 M68 PIPE_.75 .012 1.75 2 .003 0 2 9.426 25.2 27.72 27.72 1 1 1 H1 -1 M69 PIPE .75 .040 3.166 3 .001 6.333 3 2.879 25.2 27.72 27.72 1 1 1 H1 -1 M70 PIPE_.75 .012 1.75 2 .003 0 2 9.426 25.2 27.72 27.72 1 1 1 H1 -1 M71 PIPE .75 .040 3.166 3 .001 0 3 2.879 25.2 27.72 27.72 1 1 1 H1 -1 M72 PIPE_.75 .012 1.75 2 .003 0 2 9.426 25.2 27.72 27.72 1 1 1 H1 -1 M73 PIPE .75 .040 3.167 3 .003 6.333 3 2.879 25.2 27.72 27.72 1 1 1 H1 -1 M74 PIPE_.75 .012 1.75 2 .003 0 2 9.426 25.2 27.72 27.72 1 1 1 H1 -1 M75 PIPE_.75 .012 1.75 2 .003 0 2 9.426 25.2 27.72 27.72 1 1 1 H1 -1 M76 PIPE_.75 .040 3.166 3 .003 6.333 3 2.879 25.2 27.72 27.72 1 1 1 H1 -1 M77 PIPE_.75 .040 3.166 3 .001 6.333 3 2.879 25.2 27.72 27.72 1 1 1 H1 -1 M78 PIPE_.75 .040 3.166 3 .001 0 3 2.879 25.2 27.72 27.72 1 1 1 H1 -1 M79 PIPE .75 .040 3.167 3 .003 6.333 3 2.879 25.2 27.72 27.72 1 1 1 H1 -1 Envelope ASD Steel Code Checks (Continued) / 7 0l- /'7 Member Shane Code Check Lo ft Ic Shear ..Locfft lDir Ic Fa fksil Ft rksil Fb v -v... Fb z -z.. CbCmvCmzASD RISA -3D Version 5.0 [F: \SDI - 2007 \06 -08 - Nordstrom -WA \RAIL RACK.r3d] Page 6 ACTIVITY NUMBER: D07 -295 DATE: 08 -08 -07 PROJECT NAME: NORDSTROM RACK SITE ADDRESS: 17200 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: AwC/ c(L t Building Division Public Works ❑ DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-09-07 Complete Incomplete ❑ Not Applicable C Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Approved ❑ Notation: Documents/routing slip.doc 2 -28-02 APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: PERMIT COORD COPY`S PLAN REVIEW /ROUTING SLIP Structural Approved with Conditions 511 , ,�W L Fire Prevention NI C Planning Division C Permit Coordinator n No further Review Required DATE: n DUE DATE: 09-06-07 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License SDIINI *012J7 Licensee Name S D I INDUSTRIES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600528258 Ind. Ins. Account Id Business Type CORPORATION Address 1 13000 PIERCE ST Address 2 City PACOIMA County OUT OF STATE State CA Zip 91331 Phone 8188906002 Status ACTIVE Specialty 1 OTHER (SPECIFY) Specialty 2 UNUSED Effective Date 4/27/1999 Expiration Date 7/28/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date LARSEN, ED 01/01/1980 ADAMS, MARY 01/01/1980 URSITTA, KICK 01/01/1980 PETERMAN, DAVE 01/01/1980 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries 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. b Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= SDIINI *012J7 09/05/2007 vo..............=■.•••■.,....... •••■■•••■•••••• 1 .... I ' 1 I ; ; I; 1 1: I • ; , if II 14 • • 1 I ! II ii I ! t .1 I I I I .1 I' !' :1 i • • I: ;• e• (.. ' I I < , I . I I I i .1 i . I 1 ,.1 , 11 I I I • I :;. I . II k • I I, i i . 1 II I . ! '.. . I I I I. I i • ! • ; ! I . . , : . I . !I ! • , . '..` 1 • I I 1 ', I 1 .. ! . ' :!.', • i l i 1 k '.I • • , ; I l i 1 1 , ,., i . 11 . • . ; e I 1 1 ; • 1 !I I 1 i i • • '4. I I 1 % • 1 I • . I .: - f " I • • i , . L'I .1 ; . ; 1 ' I , I I ?,.. I ' • t,1 I .4. ' •1 , I c ; 1 .1 • 1. . ' I , j. , I I! I I II ;I ; , • •! 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M FlOte reeermet motertd embalm maddened Information Met b the oreeetty Of W IhtmoIffoo• we. My unauthorised <190, **bodkin et <116010008 le ormated by lat. This Oromoil offd/•r detomente end Intennetlen eentelned throb ere sae iiid swfdloloo foloofIY of SIDI loduettlee. Ina I eensideroden Of the doodad. being Riede of Ws nen■pubbe Infeentetien by WI Indeed" I. the resident deem Viet neither We ervoloo end/et deeurnente net any Infeentetlen ooiWisW then* ell be espied. dleeembeted, or mode eeelable to my ether wan or entity without the Met golden cement of MO Indeetrlee, IN+0. P • • b SDI I I II II I1 C. f '" Q 1?• •,I •.�. . Mme. ` te 1, .. {1 , •• ( -) , DIVISION SYSTEMS ENGINEERING & DESIGN INC. INDUSTRIES, INC. 1 • 1, I+ II l 1 ! , •, ! '' 1 I I i 1 1 i I l I ` , r, i I 1 ' I I II I • I' II I 11 I' 1 I II 1 1 !. I I I . .., ' . 1C ii 1 I I 1 • 1 ,; I 1! Ili • 1 r• I . ■ i 1 I i l, N :: rl. ;:i l ! ■ • i I+ ,'I. ! � ••1 ! 1 • I , 1 1 ,� 11 1 •1.. , it 1 I I .1 j ' ; I I II 1 11. 1 .1 I I I I 1 ■ I , , • 1 • • • • : • 1% ORWG, NO. i I Qx 97101ial e ls a4}�x$ upoxo smolt Do. Ko)1•}ok.Ac a7, 7 .1• • ,4 Pr A IP rt • ■rut+ f r • • RACK (003) —9— ! ► 1 I, , II I ! I 1. A 5 i t:.Ev;I.,�u REV. REVISED SY DRAWN BY ?' : • HE1.. APPROVED BY 4 I �--i -' -- - - I-- I - -I •- -I 1 ' ! r REVISION DATE START DATE PLOT DATE _ 7 ( � 1 .h• it 4 SCALE i ll . •' . —iii 4 FILE NAME n= I II U r,py VIA I 07 /26/0 . .' /.:7i /Q ,'■ •t !?:.'f It EI i lj E42 -TB • r =— rerr REMARKS, NOTES, COMMENTS X- REFERENCED FILES li 1i 1 l m r ` o NON — PUBLIC INFORMATION CoP t' i.,+accnttc e 1 nnficionta .u« a i Is VN • rr� V' N SIN Intereldee. Imo My unoutMAto0 we, OuNleetlen or /lonoium b gra,llte0 by law. This � and/or epoeiit �t.� �"w1o. in contained en a the deonmeur being moo of Illb 11en.0ublie lnfalnOWn by SDI tneeet*M, ma. me riCMlent soma MaiM rtltI. neither ileeprolnet and/or . • mo aa to any oantalrad eeUty without tM odor written eeneent Of Sal Indeetrim. Inc. ` \] s•7 — ./��► fir' ACM Gm • 4=1 1 A .�. •oc:.• .zlom• ..:=•=. .ezmr=. •A Ia. • e- ft= .rte. •=11o. •q1•=. .=••=0. .®. .ra o. .q1111=. •• I 6' -4' 6' - 6' -4' 6' -4' I 6' -4 6' -4' 6' -4' 6'-4' I t IA`G STOCK . 4 1 E . • fuel : t• i I : /4V . I� LJ 4 :I . - a _ _ =' -_ _1 ;1 �i - a - N l SFI /[ l r 4 1 1 /4'DIA PIPE HEADER. 3/4'x 3/4' U /BOLT. FLOOR SOLE. Viral' ii _ SHOL S TOCK �1If E E - _ as 1 PRE VF NT!C � 1 ': IIg� CAV -R - 11 ��I HALLWAY Zo 1 DETAIL-5 hrINVVISE RAZ REAIE SEE 9Eus. SECTION E-E s a • - DETAIL -5 - -1 1/4'x 3/4' BRACE CLAMP. - - 3 /4'DIA PIPE BRACE. 3/4'x 3/4' U /BOLT. - 1 1 /4'DIA PIPE HEADER. - 1 1 /4'DIA PIPE STANCHION 9' -6'LG. 1 5 /16'DIA TUBE. DOUBLE ARM BRACKET 1 Vex 24' LG. 3/16'x4 'x4 'BASE PLATE PLEASE SEE DETAIL -4 SECTION C -C SCALE: 1/4' = 1' brie ??t MP. � IL DETA't -7 IL 9A PPE MCC I 10 1766 IC.BER I SOP' Mr. 0 N N SCALE: i4T.S_ DETAIL -5 1 - r BAR JOIST -- %S\ /N./ 3 /4'DIA PIPE BRACE. 3/4'x 3/4' U /BOLT. - 1 1 /4'DIA PIPE HEADER. • -- 1 Y'x I Y' U/ BOLT. \ . ■ SECTION D -D SCALE: 1/4' =1' 3/4'x 3/4 -BOLT SD 130(3/4'DIA X6'LG PIPE WITH 3 /8'DIA BOLT WELDED) --- U /BOLT CONNECTION BETWEEN JOIST AND 1 Y'DIA PIPE. 3 /4'DIA PIPE BRACE — 3 /4'DIA PIPE DROP. STEEL STUD WALL FLOOR DETAIL -6 --. I I /4'DIA PIPE HEADER. 1 1 /4'DIA PIPE STANCHION 9' -6'LG. YELLOW END CAP FOR 1 5 /16'DIA TUBE. 5 /16'DIA TUBE. 3 /16'x4'x4'BASE PLATE PLEASE SEE DETAIL -4 611_ 03/4'x03/4' U -BC!L T DETAIL -5 FLOOR DETAIL -I 3 /4'DIA PIPE BRACE. 1 1 /4'DIA PIPE HEADER. DOUBLE ARM BRACKET 1 1 /4'x 24'L6. 4' -0• SECTION A -A SCALE: 1/4' =1' 'DIA PIPE DROP. 1 Y'x 3 /4'BRACE CLAMP. 1 Y'x I Y'BRACE CLA?1P. DETAIL -4 SC*L. KTS SCALE: N.T.S. ' -6' DETAIL -2 IDLE KM DETAIL -6 1 1 /4'x 1 1/4' BRACE CLAMP 1 5 /16'DIA TUBE RAIL. 1 1/4' DIA PIPE STANCHION 9' -6' LG. /16'x4'x4'BASE PLATE DETAIL -2 01 1 /4'x01 1 /4' BRACE CLAW DETAIL -2 3/4'x 3/4' U /BOLT 1 1/4'x 1 1/4' U /BOLT SECTION B -B SCALE: 1/4' =1' 1 Y4'DIA PIPE HEADER. SEUL sits Witt 3/I6'x4'x4' BASE PLATE FOR OONi,REUE FLOOR DETAIL -4 1 V471A PIE OCAS= $ VP 1 3/r MU OLNP 1 Vest I Ur INCE PAW f>t sww41(A ISLE PIE VIM WIG Ie.T 1112211 SDI WALL CONNECTION TOP VI EW NL -1) SOLD PUS. DETAIL -3 DETAIL -3 SOLE Kit 1 1/4'x 1 1/4' BRACE CLAMP DETAIL -4 : Vr NA PIPE SWOOP '-4" LEGEND 11/4'DIA PIPE STAN:HMI X 3/4 ^IA PIPE i 1/4'DIA PIE HEA9ER 1 1/4•241 1/4' 1J/II LT I 1 1/4'x1 1 /4'DRACE amp DETAIL -1 SDI WALL CONNECTION 1 Vest :416 NAPE MN PAO91 r I7ATERIAL SPECWICATII31/41* PIPE -ASSN A-500, FY =4acsi ANGERS- THADERTU3S PER /CM 2713 LAG DOLTS-A307 3/8'ai.,PETER SP aNVrNA If<LE PIPE VIM 31WNA EELS 1.01El1 SDI STUD WALL CONNECTION (M kOEZA11 - -1) SCM.E+ KTi • SAP ROE 2x440- 3ex314161U sole/ • 3 /16'x4'x4'BAS£ PLATE • t _ ti G r , r ' i .; DLL-. 1 -.- 1 5 /16'DIA TUBE. 1 1 /4'DIA PIPE STANCHION 9' -6'LG. 9/K' TaE 1 % \ A # �► it R 1/4' PsE •111 = 31416 1EI IOW 01 1 /4'x 241G DOUBLE ARIA BRACKET DETAIL -3 JOB SITE ADDRESS: NOZIGTROi -SWTH CENTER RAOC 0003) Dal WOOS WW2 SWAM w !L'M nIN IOW fIRIE oP • • IfEY PLAN - Sant MO WILL a 00-32 x 9/416 Ta mIEV x •0/r AAT PIPER x 40/r -:Kc Imnl UPC NIT 1 1.N;..ss 6nv • • • •• • 4 K • a • -- -5- -- • • • -- - - -• -- Mitt ti Wra e•> n Pb1- 249 5 - • - -• -• cif I 0 z If 2 IrS QC m 0 I- 2 rf 0 z J m Q 0 z O' Z 3 gr 0 I. c m 0r 0 Er ` 1: : I- < 0 0 0- f l : 1' � 5- NOD �M o' 1 I oo UU°"° 1.34 woo mmza w 0 < JX . - 0 o z z (a Z W u) - }o oow41 U arIOF TTti4• -'IA 5 114 0 .110EP4rtp • X-REFERENCED FILES PREPARED FOR APPROVED BY START DATE COMMENTS REVISION CATC