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Permit D07-422 - WESTFIELD SOUTHCENTER MALL - SKECHERS - STORAGE RACKS
SKECHERS 816 SOUTHCENTER MAIL D07 -422 City..,Jf Tukwila Parcel No.: 6364200010 Address: 816 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: SKECHERS USA Address: 816 SOUTHCENTER MALL , TUKWILA WA 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 Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: Contact Person: Name: DANIELLE GRATIOT Address: 80 SOUTH LAKE AV SUITE 650 , PASADENA CA 91101 Phone: 626 - 685 -2800 Contractor: Name: NATIONAL BUILDING CONTRACTORS Address: 1650 CARROLL AVE , SAINT PAUL MN 55104 Phone: 651 - 222 -1859 Contractor License No: NATIOBC962RG DESCRIPTION OF WORK: STORAGE RACKS DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 -422 Issue Date: 03/10/2008 Permit Expires On: 09/06/2008 Expiration Date: 12/07/2008 Value of Construction: $0.00 Fees Collected: $804.72 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: 1I-B Occupancy per IBC: 0019 doc: IBC-10/06 D07 -422 Printed: 03 -10 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: City 4Tukwila 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 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 V Date: - 4 V 0 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. i I Signature. : ��•• / � �� ♦ - - � Date: 3 (t Print Name. cvvv\ e5 L >✓� Permit Number: D07 -422 Issue Date: 03/10/2008 Permit Expires On: 09/06/2008 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. doc: IBC-10 /06 D07 -422 Printed: 03 -10 -2008 Parcel No.: 6364200010 Address: 816 SOUTHCENTER MALL TUKW Suite No: Tenant: SKECHERS USA 1: ** *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: D07 -422 Status: ISSUED Applied Date: 11 /15 /2007 Issue Date: 03/10/2008 2: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 3: 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) 4: 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) 5: 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) 6: 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) 7: 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) 8: 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 sprinidered areas of buildings. (IFC 315.2.1) 9: Nominal 6" transverse flue spaces between loads and at rack uprights shall be maintained in single row, double row, and multiple row racks. Random variations in the width of flue spaces or in their vertical alignment shall be permitted. (NFPA 13- 12.3.1.13) 10: Maintain minimum 6" longitudinal flue space between back -to -back racks. (NFPA 13- 12.3.1.14.1)(Install mechanical stops in rolling racks so that not more than 2 racks can be rolled together, leaving a 6 inch flue space between them. D07 -422 Printed: 03 -10 -2008 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 11: 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) 12: 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) 13: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 14: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 15: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D07 -422 Printed: 03 -10 -2008 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. Signature: Date: / I / B - er Print Name: 01^W1 es (--17 K doc: Cond -10/06 D07 -422 Printed: 03 - 10 - 2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hiip: w i .ci.iukwila.u'a.us D07-33c) Maio 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 i ` �.�, i P King �Co , �Ass�sessor's Tax No.: 20 2� 4 ^ -.' %� -- Site Address: cootHa I le MA L-4. L. �" S I C' Mt�Suite Number: I 40 Floor: I Tenant Name: l-f RA 2 V V ' l Property Owners Name: Wfi ' ye t P fr q n C /� Mailing Address: I I lo' V v 0 I 1 �41 L PV 11.149 1 14111-fl. cit O A ' v ' State M i f CONTACT PERSON - who do we contact when your permit is ready to be issued Name: 17A N 1 �} p , k I/ 6- Or Day Telephone: t `t' • 4 9 • 2000 Mailing Address: €P PUr1 -I I (� i V V T JV P I i � IY' A6Ab 1V , 91 1121 City �� State Zip E -Mail Address: r4-1 Pt I P�(AV1 & d a YVl Slt^Dl71Fax Number: 1 ' 4 ' i'o 200.? Fo GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Building Permit No. 4J0 - L ( 22- Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. 701— I Dl (For office use only) New Tenant: Er Yes ❑..No Company Name: T.13. V Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Cil1 I tV A A PA M L� - kAIz " V � VI ,' � �ry ?A A M Mailing W Address: �� �/ b 0D I �. City State I IU GA t Zip Contact Person: PA fi IV- 1,14 �A l ! Pr /,, Day Telephone: (�2b • t'Pi*" • 9et20 E -Mail Address: 4 4 4 1" g l JI 4 4.4 t./ / 5' 1 ax Number: 02—k' • keC • 2.0t0 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: S (JN1W1A *EE L N6I N PR I N ` 6 A t / Mailing Address: ?30 3 Go t/18 - 71-UP 51/2V 1IVIA NE zen2o f y , I Ci ty - State tp Contact Person: SA A c Ol v ' /�, Day Telephone: 407- 3a I - E -Mail Address:�S QL s' C J ©� h ro k I I. Fax Number: 4o2- ' gi I ' 74-Pe) Q.\Applications\Forms- Applications On Linel3 -2006 - Pemtit Application.doc Revised: 9 -2006 bh Page I of 6 BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 000 Existing Building Valuation: $ Scope of Work (please provide detailed information): / Gi p /el- / 2 1 5,a6 Will there be new rack storage? Yes .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ES 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. Q:Upplications\Fonns- Applications On Linen -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor 2 Floor 3` Floor Floors thru Basement Accessory Structures Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 000 Existing Building Valuation: $ Scope of Work (please provide detailed information): / Gi p /el- / 2 1 5,a6 Will there be new rack storage? Yes .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ES 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. Q:Upplications\Fonns- Applications On Linen -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 ore 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 O NER ! ' AUTHORIZED AGENT: Signature: 9 4 ►' /-4414- Print Name: 135 ' RAk IYl Mailing Address: 5 1q 3 (o Z3 ✓'d Pi S Q:Upplications\Fonns- Applications On Line3-2006 - Permit Application.doc Revised: 9 -2006 bh 'too' Date: Day Telephone: Z 7 '677 tog_ 74 City State Zip Date Application Accepted: Date Application Expires: l (—tE -07 Staff Initials: ( I Page 6 of 6 Receipt No.: R08 -00695 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 Payment Check 36860 489.48 Payee: NATIONAL BUILDING CONTRACTORS RECEIPT Parcel No.: 6364200010 Permit Number: D07 -422 Address: 816 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 11/15/2007 Applicant: SKECHERS USA Issue Date: Initials: VIER Payment Date: 03/10/2008 04:09 PM User ID: 1655 Balance: 50.00 TRANSACTION LIST: Type Method Descriptio Amount Account Code Current Pmts 000/322.100 484.98 000/386.904 4.50 Total: $489.48 Payment Amount: 5489.48 9753 103/11 9710 TOTAL 1335.36 doc: Receiot -06 Printed: 03 -10 -2008 Receipt No.: R07 -02513 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.: 2623049023 Permit Number: D07 -422 Address: 633 SOUTHCENTER MALL TU1CW Status: PENDING Suite No: Applied Date: 11/15/2007 Applicant: SICECHERS Issue Date: Initials: WER Payment Date: 11/15/2007 10:53 AM User ID: 1655 Balance: $489.48 Payee: CHIPMAN ADAMS PACIFIC ARCHITECTURE TRANSACTION LIST: Type Method Description Amount Payment Check 3771 315.24 Account Code Current Pmts 000/345.830 315.24 Total: $315.24 Payment Amount: 3315.24 5024 11/15 9710 TOTAL 315.24 doc: Receiot -06 Printed: 11 -15 -2007 Project: /� I Project: _..... Is e- /'1 z- v Type of Inspection: fr -- / dll Address: a76 �1ai/ Date Called: Special Instructions: Date Wanted: ,/ / r p , Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: 61< Date: 7 /Z /a P Approved per applicable codes. Corrections required prior to approval. $60. I er' EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai • • - t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: IDate: INSPECTION RECORD Retain a copy with permit F P97- 1 /ze- PERMIT NO. rz (206)431 -36170 COMMENTS: ' Sprinklers: S Type of Inspection • e 7rc-35 1,14,i:\V , r c Y ' 0 i 6 r<lik Address: c � i _ � Suite #: S . C r - i i `._ Contact Person / Elf c SS ), f)J-- Ni -- d k Phone No.: ! f oil e.- S q n1 S (- h b12§-ct co 2- ^t-v ..5'+>t't --Q C Ie-e P C-Le A-,c f- /4- /I - " r'nr.e 3 SP -42- 7—?- 7 r c. 0 — o% 6 3, M er.h ---r, IC t ? /4ck _ k Project: c ' Sprinklers: S Type of Inspection • e 7rc-35 1,14,i:\V , r c Y ' 0 i 6 r<lik Address: c � i _ � Suite #: S . C r - i i `._ Contact Person / Spedat Instructions: Occupancy Type: /v Phone No.: Needs Shift Inspection: ' Sprinklers: S Are Alarm: Y Hood & Duct: 0 Monitor: ( io, r✓ Pre -Fire: N Permits: N - Occupancy Type: /v INSPECTION NUMBER dEf Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT D 14/10 PERMIT NUMBERS 206 - 575 -4407 Corrections required prior to approval. I Inspector: (2- f Date: - Hrs.: A0417 $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 Kris I Collins STRUCTURAL ENBINIERINC 57492 29 PALMS HWY., STE. 'A', YUCCA VALLEY, CA. 92284 PHONE (760) 365 -2444 FAX (760) 365 -2423 PROJECT: SKECHERS STORAGE SYSTEM ENGINEER OF RECORD OWNER: SKECHERS USA #230 MICHAEL DALE, P.E. LOCATION: WESTFIELD SOUTHCENTER MALL, TUKWILA, WA. 31966 ODYSSEY DRIVE WINCHESTER, CA. 92596 DESIGN CODE: 2006 RACKS: RACK DEAD LOAD: DEAD := 200-LB PER UNIT PER 2006 IBC CODE: Ss := 1.25 Fa := 1.0 SMS := Ss -Fa SMS = 1.25 2 SDS •SMS SDS = 0.83 a .= 2.0 R := 4 I := 1.0 • z := 0•FTATTACHMENT AT BASE RACK := 10•PSF PER SHELF REVIEWED FOR CODE COMPLIANCE APPROVED NOV 3 0 2007 l�U [ EXPIRES //� CI Of Tukwila PER ASCE 7 SECTION 9.6.2.9 AND T B II DIN I,,, '�N � LF C ,•- ° ply b, HEIGOT OF RWCKn 0.4 a •SDS z 144-. .. . f , r•- -, c , �-.. f t c >> pp ;= C1 +2._) Fp =0.17 . /. �; .: G� , R h ` ` J " • cf - `,U ` _ E C / ' ^ � , 4� ` t�j"7. 1 t.,,• 1 � +^ `�. I BUT NOT MORE THAN Fp = 1.6•SD5•I Fp = 1.333 .. Q h := 10•FT THEREFORE, Fp := 0.25 SEISMIC DESIGN FACTOR MATERIAL SPECIFICATIONS: COLD ROLLED: Fy = 55•KSI NOV 0 2 aoal.. Fp := 0.3•SDs.I Fp = 0.25 =� BUT NOT LESS THAN p RE'CEIVEr NOV 15 2007 PERMIT CENTEI CONCRETE: fc := 2500 -psi MINIMUM t:= 4•IN MINIMUM THICKNESS DcY7 1.Izz SYSTEM DESCRIPTION: THE PROPOSED RACKS ARE DESIGNED AS FREE - STANDING. THEIR LATERAL STABILITY IS DERIVED FROM CONNECTIONS OF THE VERTICAL COMPONENTS TO THE HORIZONTAL MEMBERS. THE PLANS HAVE BEEN REVIEWED FOR CONFORMANCE WITH THE FOLLOWING CALCULATIONS. KRIS COLLINS ENGINEERING 57492 29 PALMS HWY., STE. 'A' YUCCA VALLEY, CA. 92284 (760) 365 -2444 (760) 365 -2423 FAX MATHCAD UNITS ARE... 1N =1L LB =IM FT =12.1N SI =IN" IN CF = – F PSI LB PLF = LB PSF LB KSI = 1000. LB PCF a LB IN 2 FT IN FT RE: SINGLE WIDE FIXED RACKS CHECK TRIMLINE RACK UPRIGHT COLUMNS FOR AXIAL LOADING RACK HEIGHT H:= 10-FT RACK WIDTH W := 24-IN RACK LENGTH L := 4-FT RACK LOAD w := 10•PSF n := 6 NUMBER OF SHELVES ABOVE FLOOR LOAD TO UPRIGHT (MAXIMUM). Pdead := 200-LB W Pdead Pa := (n-co---L + 2 2 Pa = 340 LB ACTUAL LOAD TO UPRIGHT PER THE ATTACHED RACK UPRIGHT DESIGN CALCULATIONS THE ALLOWABLE AXIAL LOAD CONSIDERING A 24" UNBRACED CONDITION IS 6141 LBS > 340 LBS Pall := 6141 -LB ALLOWABLE LOAD PER 2006 IBC: Ss := 1.25 Fa := 1.0 SMS := Ss-Fa 2 SDS 3 'SMS SOS = 0.8 z:= 0•FT ATTACHMENT AT BASE 0.4•ap•SDS I + 2 z Fp := •— R h I SMS = 1.3 Fp = 0.133 HEIGHT a 1.0 R P '= 2. I p •= 1.0 SKECHERS USA #230 WESTFIELD MALL TUKWILA, WA. ---- -f - WIDTH ANCHOR LOCATIONS SECTION AT DOUBLE WIDE EXPRESS RACKS h := 10•FT HEIGHT OF RACK E = 29500•KSI z BUT NOT MORE THAN Fp := 1.6•Sps -l Fp = 1.333 BUT NOT LESS THAN Fp := 0.3•Sps•1 Fp = 0.25 THEREFORE, Fp := 0.25 SEISMIC DESIGN FACTOR F := (Pa)•Fp F •24.1N M :_ 4 Mall := 178-FT-LB LATERAL FORCE EVERY 4 FT. AT RACKS M = 42.5 FT-LB MOMENT TO LEG /BRACE AT LOWEST LEVEL ALLOWABLE MOMENT PER ATTACHED SECTION PROPERTY DETERMINATION COMBINED AXIAL AND BENDING STRESS Pa M µ := + Pall Mall CHECK OVERTURNING: H HG := z HG = 5 FT Mo := Fp•(n•m• WL).HG VIA Mr:= 0.85•m•L•n• 2 Mo — Mr T := W T = 96 LB V =F COMBINED CHECK = p := V + T V T p =0.3 < 1.33 OK Mo = 600 FT-LB OVERTURNING MOMENT Mr = 408 FT- LB RESISTING MOMENT ACTUAL TENSION V = 85 LB ACTUAL SHEAR USE (1) 3/8" DIAMETER BY 3" EMBEDMENT RAMSET / REDHEAD A.B. PER ICBO ER - 1372. NO SPECIAL INSPECTION REQUIRED. T 435-LB ALLOWABLE TENSION V := 1000•LB ALLOWABLE SHEAR µ =0.3 OK SEE ATTACHED CALCULATIONS FOR MOBILE CARRAIGE SUPPORT 3 KRIS COLLINS ENGINEERING 57492 29 PALMS HWY., STE. 'A' YUCCA VALLEY, CA. 92284 (760) 365 -2444 (760) 365 -2423 MATHCAD DEFINED UNITS ARE IN := IL FT:= 12•IN CF := FT PCF := LB CF Pdead := 200.LB Pa = 220 LB LB := IM Ps = LB — FT 10 FT. TALL RACK CHECK RACK UPRIGHT COLUMNS FOR AXIAL LOADING RACK HEIGHT H:= I0•FT RACK WIDTH W := 12.1N RACK LENGTH L = 4•FT RACK LOAD co := 10•PSF POST BRACE SPACING = 24" NUMBER OF SHELVES n := 6 LOAD TO UPRIGHT (MAXIMUM) SKECHERS SINGLE LEVEL TRIMLINE RACK SINGLE WIDTH ALONG WALL i WIDTH i t WALL CONNECTION HEIGHT W Pdead Pa := w •L — •n + BASE 2 2 ANCHORAGE SECTION AT RACK ALONG WALL PER THE ATTACHED RACK UPRIGHT DESIGN CALCULATIONS THE ALLOWABLE AXIAL LOAD CONSIDERING A 24" UNBRACED CONDITION IS 6141 LBS > 220 LBS CHECK WALL ATTACHMENTS: FULL LIVE LOAD USED IN SEISMIC FORCE DETERMINATION V = 0.25 SEISMIC FACTOR PER COVER SHEET Fp := V Fp = 55 LB SHEAR FORCE AT TOP & BOTTOM OF RACKS M := Fp-24-IN M = 110 FT-LB Mall := 178-FT-LB ALLOWABLE MOMENT PER ATTACHED COMBINED AXIAL AND BENDING STRESS Pa M < 1.33 OK = 0.65 6141-LB + Mall µ AT BASE ANCHORAGE USE 3/8" DIA. X 3" RAMSET TRUBOLT AT OUTSIDE LEGS Va:= 1000-LB > Fp = 55 LB OK AT TOP CONNECTION USE #12 TEKS AT 16" 0/C Ta := 260-LB > Fp = 55 LB OK 5 KRIS COLLINS ENGINEERING 57492 29 PALMS HWY., STE. 'A' YUCCA VALLEY, CA. 92284 (760) 365-2444 STRUCTURAL CALCULATIONS FOR E -Z RECT MOBILE CARRIAGE DESIGN LOADS RACK LIVE LOAD LL := 10•PSF PER SHELF MAX. NO. OF SHEVES FACTOR := .25 SEISMIC FACTOR FROM COVER CHECK ANTI - TIP TRACK FOR MAXIMUM RACK OVERTURNING PER PREVIOUS CALCULATIONS T := 96 • LB ANTI -TIP DEVISE IS A 2" WIDE BY 10 GA. BRACKET AT ENDS OF DOUBLE WIDTH RACK. BRACKET IS BOLTED TO MOBIL CARRIAGE WITH (2) 3/8" DIA. GRADE 5 BOLTS AND FITTED INTO SLOT ON MOBIL CARRIAGE. CHECK 3/8" GRADE 5 BOLTS FOR SHEAR VbALL = 2.2300•LB CHECK 2" WIDE BY 10 GA. BRACKET FOR PLATE BENDING 2•IN•(.13.IN) 3 SxBRACKET •- 6 SxBRACKET = 0.006 IN M= 4 FT-LB M SxREQ := 0.6.50000•PSI NSHELVES 6 T = 96 LB BOLTS ARE MORE THAN ADEQUATE SXREQ SxBRACKET SECTION MODULUS OF BRACKET SUBJECT TO BENDING SxREQ = 0.002IN REQUIRED SECTION MODULUS - 0.28 < 1.33 OK CHECK TRACK ANCHORAGE USING (2) 1/4" 4 x 1 -3/4" TAPCONS PER ICC ESR -1328 (2) 1/4" DIA. ANCHOR AT ENDS OF TRACK SHEAR 10•PSF•48•IN•5.7•FT 0.33 AB 2 SHEARALL 420. LB SHEARAB SHEARALL - 0.55 OK < 1.33 SHEARAB = 231 LB 7 SECTIONAL PROPERTY DETERMINATION FOR 14 GA. TRIM LINE POST MATERIAL SPECIFICATIONS Fy := 50•KSI t := .075.1N R := .09375•IN r := R + - t 2 SECTIONAL DATA a := 1.0 Ap := I.5625•Th Bp := 0.8125•IN Cp := 0.75•IN a := Ap - (2.r + t) ab := Ap - t / tl c: =a Cp - Ir + - �J L 2 cb = a Cp - t u := - • r 2 2 2 r 2 1x1 :_ .0417•a + b• ( a + rJ + u•I a + .637•r) + .149•r 2 2 r 2 l (if := 2 •L(bb - xb) - xb4, + t- [(bb - xb) - xb Sx . IT; Iy .5 qp rx := J - Sy B xb P Ap = 1.563 IN ry = 0321IN rx = 0.544IN Cw = 0.056111 b := Bp- [r +t + t)J bb := Bp - (- + a• t) 2 2 2 2 A := t•[a + 2•b + 2•u + a•(2•c + 2•u)] l 2 Ix2 := a• .0833 -c + 4 •(a - c) + u.I 2 + .637.r I + .149•r Ix := 2•t•(Ix1 + lx2) Ix = 0.092IN l J J xb:= 2. b +r) +u•. 363 •r + +1.637•r) +c•(b +2.r)j xb = 0.363 IN 1 2 Iy1 := a f c -(b + 2.r) + u.(b + 1.637.r) + .149•r 1y2 := b. r I + .0833.b + .356•r `2 2 4 ( 2 7 3l Iy := 2-t•(Iy1 + Iy2) - A•xb Iy = 0.032 IN m := bb• 6 cb ab + 3-bb-ab - 8 cb 12•Ix 3 m = 0.571 IN x0 := -I •(xb + m) J := t . L a + 2.b + 2•u + a•(2•c + 2•u)] 3 t•ab 3.bb + 2-ab r 1 Cw := Cw := 0.056.1N 6 Ow w :_ 0833.(t•xb•ab + t•xb 3 -ab] 1 12 6•bb + ab 3 3 J31 := 2.cb.t.(bb - xb) + 3 • -(bb - xb)• I ab J - Z - cb� j := I �(iw + J31' + pi) - x0 l JJ Y Sy = 0.072 Cl j = 0.949 IN x0 = - 0.935IN r0 = 1.1281N I rY • A r0 := 'rx + ry + x0 A = 0.312 S1 Sy = 0.072CI Bp = 0.813IN Ix = 0.0921N Cp = 0.75 IN Sx= 0.118C1 m = 0.571 IN t= 0.0751N xb = 0.363 IN R = 0.0941N Iy = 0.0321N J = 0.001 IN S w:= Bp - R - t w w S = 31.091 > w = 8.583 Ia := t 115• - + 5 t = 8.583 = 60 t S C l .0521 w l+ Fy I := Yk 1 E COMPRESSION STIFFENER EFFECTIVE L y k :_ .43 WEB a = 1.225 Ap = 0.781 IN a- Ap = 0.957IN UPPER CORNER LOWER CORNER FLANGES w-( Ap - 2 = 0.982IN 3 L = 2.976 IN Ly = 5.368 IN l 1 p := 12 11 :_ Ly L be:= p•h be= 1.231IN b1 +b2= 1.1661N Ly2 DETERMINATION OF ALLOWABLE MOMENT w= 0.644 IN = 8.583 E := 29500•KS1 S := 1.28• t � Fy . 673 > 1 = 0.567 2 2 p .22 1 -- 1 1 u = 0.2061N R + t - (.637•r) u -(R + t - .637 -r) = 0.0181N k := .43 p = 1.079 b := p•w b = 0.695 IN u = 0.206 IN Ap - (R + t - .637•r) u -[Ap - (R + t - .637 -r)] = 0.3051N b = 0.6951N 2 = 0.038 IN b.- = 0.026 IN w = 0.644 IN Ap - 2 Ly :_ (7.433 + .01234 + .7275 + .01602 + 7.786) -1N L := a + 2-u + b + w SINCE THE DISTANCE OF TOP COMPRESSION FIBER FROM NEUTRAL AXIS IS GREATER THAN ONE HALF THE BEAM DEPTH, A COMP. STRESS OF 50 KSI WILL GOVERN AS ASSUMED. Ly -(R +t) (AP_. Fy fl = 48428.177 PSI 12 := Ly - R- t= 5.199IN L 2 a. ' 2 - = 0.748 IN 3 u•(R + t - .637•r) = 0.001 IN Ly L bl + b2 < 2.98184•IN -f2 3 t = - f = 0.764 k = 4 + 2•� 1 - ri + 2• - r � k = 4.497 h := a h = 1.2251N fl h = 16.333 200 OK (1.052) t h j t1 22 t I := J l= 0.328 1 I E p:- b2 := be b2 = 0.615 IN b 1 := be 2 3 - Fy f2 = - 37017.905 PSI b1 = 0.5511N u•[Ap - (R + t - .637.r)J = 0.45 IN • b.() = 0.001 IN Ap - J = 1.497IN Ly2 := (14.866 + .00082 + 2.86144 + .00038 + 30.95714) 1 1_ Ipx := Ly2 + I1 p - L r L I I p = 0.1531N Ly2 = 48.6861N 3 L = 2.9761N 1px = -36.914 IN3 Ly = 5.3681N Ix = 0.092 IN Ixe = Ipx t Ixe = -2.769 IN 4 Ixe Se := Ly Se = - 0.5161N Sy = 0.0721N Iy = 0.032IN Mn := Se.Fy L S2f := 1.67 Mn — _ - 1286.797 FT. LB S2f Sy.- Fy = 178.6FT•LB I.67 ALLOWABLE MOMENT /a KRIS COLLINS ENGINEERING DETERMINE ALLOWABLE AXIAL LOAD FOR 14 GA. TRIM LINE POST FOR AN UNBRACED LENGTH OF 24" per 1986 AISI MANUAL Column Properties: L := 24-in L := 24-in L 24•in n a := 1 G•J f A.R {K Lt _ Fe2 := 1 [ka + at) - J(aex + 6t) - 4- (3- a 2 •R Fe := if(F < F F i F < Z ,F 1- 4 F� 1 e . ] FIND EFFECTIVE AREA (AJ FLANGES: (per SECTION B4.2) wf B' - 2•R - 2•t wf = 0.48 in E S := L28• — F w1:= C' -R -t wl 3 •t I := 12 w f 5 =11.82 =6.34 3 t C S wf 1 1) 3 t 2 3 S = 35.46 w1 = 0.58 in 1 = 1.23 x 10 3 in n = 0.33 F 51201.81 psi F = 37793.4 psi (flat width of flange) (flat width of stiffener lip) S = 35.46 K := 1.0 F Y := S0•ksi Section Properties: D' := 1.563• in B' := 0.813•in C:= 0.75• in t := 0.075.in R := 0.09375 -in A:= 0.312•in R 0.544•in R 0.321- in J:= 0.0005853•in C 0.056 in R := 1.128. in X := - 0.935•in G := 11300•ksi E := 29000•ksi DETERMINATION OF F Allowable Stress: Fel 71 2 : - F = 51201.81 psi (eq. C4.1 -1) C Ry 2 p := 1 - (R I R = 0.313 (eq. C4.2 -3) It l of 2 aex E aex = 147052.72 psi (eq. C3.1.2 -7) (K Lxl 2 R at = 86755.9! psi (eq. C3.1.2 -9) F = 59265.6 psi (eq. C4.2 -1) (eqs. C4 -3, C4-4) (eq. 134 -2) / / 1 := 399•t 4 w f l := if S < < S, I 3 t I C'2 := a C1: =2 -C2 C1 =1 k'1 := (4.82 - 5•C )•C2 + 0.43 wf kb := 5.25 -5• C � wf k1 := if(k', Skb,k'l,kb) k'2 := 3.57 -C2 + 0.43 k2 := if (1( 5 4, k'2,4) C' ' =1.58 k: =if 0.8 >C >0.25,k1,k21 k = wf wf l 1.052 I wf) . E 0.22 1- Pf X :_ Pw 115.1 w f�. - l + 5J t S 1.052 w Fn Tk (t w E 1 - 0.22 x x 3 ( wf ) 0.33 C'2 = 1.52 b = if(A.5. 0.673,ww,Pw'ww) C2 := if(C'2 < 1,C'2, l) C2 = k'1 = -2.64 kb = -2.64 kl = -2.64 k'2 = 4 k2 = 4 1 a2 = -4.363 x 10 5 in (eq. B4.2 -6) I = 8.088 x 10 4 in (eq. B4.2 -13) l = 8.088 x 10 4 in 1l = 0.12 (eq. B2.1 -4) Pf = -6 . 87 b'f:= if(X b'f= 0.48in wf = 0.48 in bf:= if wf _< S,wf,b'f bf = 0.48 in t 3 ( 5 wf S C := if f- 3 , I , C2 C = 1 WEB: (per SECTION B2.1) w D'- 2.R -2•t w 1.23 in X = 0.31 p = 0.94 b 1.23 in (upper bound for k1) k := 4 (reduction factor for stiffener) (effective web width) (eq. B4.2 -7) (eq. B4.2 -8) (eq. B4.2 -9) (eq. B4.2 -10) (eq. B2.1 -3) (eqs. B2.1 -1 & B2.1 -2) (eq B4.2 -1) (final effective flange width) 12 STIFFENER LIPS: (per SECTION 83.1) w s := C' - R - t w =0.58 in 1.Ok2 C t/ E :- I\ 0.22 Ps = x X b := C 5 0.673, ws,Ps-ws) EFFECTIVE CROSS SECTIONAL AREA: ALLOWABLE AXIAL LOAD: S2 := 1.92 P := A F P = 11791.541b P Pa := — Oc ALLOWABLE AXIAL LOAD: P := Ae F P Pa := — Oc P = 6141.43 lb P = 11791.541b P 6141.43lb 7l = 0.45 Ps = 1.14 A := A - [[2.(wf - bf) + (ww - b + 2•(w - b }]•t b =0.58 in • IF STATEMENTS: if (condition, true value, false value) KRIS COLLINS ENGINEERING DETERMINE ALLOWABLE AXIAL LOAD FOR 14 GA. TRIM LINE POST per 1986 AISI MANUAL SUMMARY: Column Properties: L. = 2 ft L = 2 ft Section Properties: D' = 1.56 in B' = 0.81 in A = 0.312 in R = 0.544 in R = 0.321 in R = 1.128 in X = -0.935 in G = 11300 ksi EFFECTIVE CROSS SECTIONAL AREA: A = 0.312 in A e := A - E[2.(wf - b0 + (w - b��� + 2•(w - b }]•t S) := 1.92 F = 37793.4 psi FOR AN UNBRACEO LENGTH OF 24" 7 A = 0.312in k := 0.43 7 A 0.312in (effective stiffener width) A 0.312in F = 50 ksi L = 2ft K:= 1.0 C = 0.75 in t = 0.075 in R = 0.094 in J = 5.85 x 10 4 in C = 0.056 in E = 29000 ksi /3 Page 3 of 7 TABLE 2- RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR ITW RAMSET /RED HEAD SELF - DRILLING ANCHOR' BOLT DIAMETER (Inch) 1 /4 3 /1 1/ 5 /3 . y4 ANCHOR DIAMETER (inch) 7 /l6 9 /16 11 /16 27 /32 MIN. EMBEDMENT DEPTH (Inches) I'/33 11 /32 21 /32 215 /32 3 Edge Distance Required to Obtain Max. Working Load (Inches) 1 /i6 2 1 1 / 16 39 /16 43 /0 511 /16 For SI: 1 inch = 25.4 mm. ;Linear interpolation may be used for intermediate spacing and edge distances. Min. Allowable Ede Distance nchess) Lo ad actor 0.55 for Tension =0.75 for Shear 1 2 3 46 27 /s DESCRIPTION Spacing Required to Obtain Max. Working Load (Inches) 37 /8 5 7 Min. Allowable Spacing Between Anchors Inches) Load Factor Applied - 095 for Tension = 0.70 for Shear 11 5 /16 211 /16 39 /16 4 511 /16 TABLE 3-ITW RAMSET/ RED HEAD TRUBOLT WEDGE ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounds) ER -1372 ANCHOR DIAMETER (Inches) 1/ 3 /8 1 /2 5 /1 3 /4 7 /1 1 INSTALLATION TORQUE (Ibf • R) 8 25 55 90 175 250 300 500 EMBEDMENT DEPTH (Inches) 1 I /g 12/ 6 5 A I' / 3 4 21 /4 4 6 2 5 7 3 6 / IO 3 6 8 4 73 /8 91 /2 5 8 10 I' a 2,000 pal Tension With Without Special Special Insption Inspection 295 525 565 420 870 1,200 1,165 1,165 1,335 1,645 1,645 1,765 1,780 2,745 2,745 2,380 3,665 3,665 3,485 3,650 4,675 4,535 6,835 9,035 150 265 280 210 435 600 580 580 665 820 820 880 890 1,375 1,375 1,190 1,835 1,835 1,745 1,825 2,340 2,270 3,413 4,515 Shear 350 420 580 1,000 1,190 1,810 1,780 2,400 2,530 5,080 3,290 5,220 4,020 7,170 5,820 8,770 Tension With Without Special Special Inspection Inspection 445 825 825 560 1,485 1,485 1,275 2,410 2,410 1,795 3,730 3,755 2,710 4,425 4,470 3,685 5,235 5,580 5,045 5,995 6,635 6,595 10,825 11,385 f'� = 4,000 psi 225 410 410 280 740 740 640 1,205 1,205 900 1,865 1,880 1,355 2,210 2,235 1,840 2,620 2,790 2,520 3,000 3,315 3,300 5,410 5,695 1,780 2,430 2,975 4,095 4,095 With Without Special Special Shear Inspection Inspection Shear 350 475 420 825 825 655 710 1,035 1,530 1,530 1,190 1,760 1,810 2,705 2,705 3,430 3,325 5,935 5,065 5,895 4,145 4,355 7,200 6,090 6,090 5,705 f 5,295 9,485 8,315 8,315 7,365 8,410 11,065 11,385 14,075 r• = 0,800 psi Tension 240 350 410 420 410 355 790 765 1,125 765 880 1,760 1,355 2,040 1,355 1,215 2,405 2,045 3,130 2,045 1,665 I 3,995 2,530 + 5.935 2 ,950 2.180 4,790 3,045 7,200 3,045 2,650 I 6,120 4,160 ) 9,520 4,160 4,205 8,445 5,695 12,640 7,040 For SI: I inch = 25.4 mm, I psi = 6.89 Id's, I Ibf • ft = 1.355 818 N • m, I IV= 4.45 N. 'The tabulated shear and tensile values arc for anchors installed in stone - aggregate concrete having the designated ultimate compressive strength at the time of installation. ' holes arc drilled with bits complying with ANSI B212.15 - 1994. The bit diameter equals the anchor diameter. 3 These tension values are applicable only when the anchors are installed with special inspection as set forth in Section 2.5. °The minimum concrete thickaess is 1 times the embedment depth, or the embedment depth plus three times the anchor diameter, whichever is greater. SAllowable static loads may be increased one -third for earthquake or wind resistance in accordance with Section 1612.3.3 of the code. No further increase is allowed ( The anchors are illustrated as follows: Page 4 of 7 TABLE 1— ALLOWABLE TENSION VALUES FOR TAPCON ANCHORS INSTALLED IN NORMAL WEIGHT CONCRETE (pounds)'" TABLE 2— ALLOWABLE SHEAR VALUES FOR TAPCON ANCHORS INSTALLED iN NORMAL - WEIGHT CONCRETE (pounds) ESR -1328 ANCHOR DIAMETER (inch) 31 16 DRILL BIT DIAMETER (Inch) 0.173 0.204 MINIMUM EMBEDMENT (Inches) 1 1'/ 1 WITH SPECIAL INSPECTION Concrete Strength, 2,000 psi 140 210 280 325 150 225 305 3,000 psi 170 225 280 350 190 280 365 335 , 405 4,000 psi 205 245 285 380 235 330 430 480 5,000 psi 250 290 325 380 280 385 490 580 WITHOUT SPECIAL INSPECTION Concrete Strength, P 2,000 psi 70 105 140 165 75 115 155 165 3,000 psi 85 115 140 175 95 140 185 205 4,000 psi 100 120 140 190 120 165 215 240 5,000 psi 125 145 165 190 140 195 245 290 For Si: 1 inch = 25.4 mm, 1 lb = 4.45 N, 1 psi = 6.89 kPa. 'Minimum concrete thickness shall be 1.5 times the anchor embedment. ° Critical and minimum screw anchor spacing and edge distances shall comply with Table 3 of this report. ° The tabulated loads are for anchors installed in normal - weight concrete having a minimum compressive strength as shown In the table at the time of anchor installation. 'Anchor installation shall comply with Section 4.2 of this report. ° These tension load values are applicable only when the anchors are installed with special inspection as set forth in Section 4.2 of this report. ° These tension load values are applicable when the anchors are instated without special inspection. ANCHOR DIAMETER (Inch) ' /4 DRILL BIT DIAMETER (Inch) 0.173 0.204 MINIMUM EMBEDMENT (inches) 1 1/ 1 1 CONCRETE STRENGTH, P ,° 2,000 psi 165 170 180 250 210 300 390 420 3,000 psi 180 190 200 250 290 345 400 420 4,000 psi 200 205 215 250 370 390 415 420 5,000 psi 210 230 255 280 370 390 415 420 For Si: 1 inch = 25.4 mm, 1 lb = 4.45 N, 1 psi = 6.89 kPa. 'Minimum concrete thickness shall be 1.5 times the anchor embedment. ° Critical and minimum screw anchor spacing and edge distances shall comply with Table 3 of this report. ? The tabulated loads are for anchors Installed in normal - weight concrete having a minimum compressive strength as shown in the table at the time of anchor installation. 'Anchor installation shall comply with Section 4.2 of this report. 5 Allowable shear loads are for installations with or without special inspection. /S ACTIVITY NUMBER: D07 - 422 DATE: 11 -15 -07 PROJECT NAME: SKECHERS illy SITE ADDRESS: SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Bifight uivision Public Works ❑ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: 5Ii AM/ II- -o1 Fire Prevention X Structural Incomplete Planning Division ❑ Permit Coordinator DUE DATE: 11 -20-07 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO TING: Please Route REVIEWER'S INITIALS: Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ No further Review Required DATE: DUE DATE: 12 -18 -07 Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28-02 DATE: License Information License NATIOBC962RG Licensee Name NATIONAL BUILDING CONTRACTORS Licensee Type CONSTRUCTION CONTRACTOR UBI 601990646 Ind. Ins. Account Id #4 Business Type INDIVIDUAL Address 1 1650 CARROLL AVE Address 2 City SAINT PAUL County OUT OF STATE State MN Zip 55104 Phone 6512221859 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 12/7/2004 Expiration Date 12/7/2008 Suspend Date Separation Date Parent Company Previous License NBCGECI011QC Next License Associated License Business Owner Information Name Role Effective Date Expiration Date CORCORAN, WILLIAM B OWNER 12/07/2004 Bond Amount Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #4 BANCINSURE INC BIWA24216A 11/01/2005 Until Cancelled $12,000.00 12/02/2005 #3 BANCINSURE INC BIWA22928A 11/01/2004 Until Cancelled 11/01/2005 $12,000.00 11/15/2004 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. https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= NATIOBC962RG 03/12/2008 23 -2' NW ,REST D ❑M Client 30' -0' )177772) 0; IN SCOPE OF SKECHERS USA #230 �,ARE 30' -0' 7/F 6/F PoT -L4 5/F 27' -3' 4/F Date Scale N.T.S. Project # 07 -9110 Dwg. # 2 r 1 102 a 111 y ; f ,/ �A s=aA=s_a_KES= s_s_s =i=s_s A7 47S747 4:7 414 747. 474X: m 19 .I 19 • 16 14 li MFAIMPLI 1 pi 0 um 0 • 0 0 0 0 0 zip MO, 04 • 'I � 0 A.::: I JL ! r �• - � .ps�rr��rr� FILE l•■ll I ►� 103 14 • -11 0 i / 6 10 • MIIIPALRI MK= • EXISTING ELECTRICAL ROOM - NOT IN C MIr i_i ,.... E F or / / P' • h O' EXISTING STORAGE R OOM - NOT IN 19 19 19 lun■ !mill nil ju ■ 10 48' 52' 20 18 • 17'x48' N m V 48' 74 FA 18 • N 0 N m R T A J[ ][a SPA S O L U T H O N S EXISTING 1 HR. SERVICE CORRIDOR - NOT IN SCOPE OF WORK • N N 12"x48" STOCKROOM FA F1 4 V x V x x x % x % x x V 18 TYP, T TYP, 3'-6' P. x % % n kis 19 36' 7 12' x F.E 4 9/G 10 /F 42' 3 6'' 8/G 26 Drawing Name SKECHERS STORAGE RACK LAYOUT 11/F BN BN BN BN T SALES FLOOR 100 Sq. Ft. [ 6 I- 12/F WOMENS 8 hn N Dwg. By KEM TYP. BN •a I I I1 C 11 II 11 11 1 i I1 I1 8 i TYP. I I 1 1 ,r& 9 BN BN BN i i i 1I II I 11 1 1 11 I1 urn iii i n i �� iron i�i�i - i i. ii i 1 1 mm..■ yr �� .. r � �iiiiiiiiiri���iirrr�rr�rrii Pr r �r APIA rSOrrrrriiriri i l rev Location WESTFIELD SOUTHCENTER MALL TUKWILA, WA. 98188 BN BN 8 1 TYP. 13/F TYP. TYP. 8 . . YChel IoM a TYP. TYP, 14/F 15/K 11 I1 1 I1 11 11 II 1 I1 1 I 11 0 Of Tukwila BUI..:I :ING DIVISIO REVISIONS No charges shall he mnrdn `n th of work »ithot!t prior ; of Tukwila Building Division NOTE: Revisions will require a new plan submittal and may include additional plan review fees FILE COPY Permit No. Plan �� �D6�101Si and =Mow dote n0tauthorize � adopted code 0(rOlr�Irla. liscelpt of approved Copy conditions adaro Is eth 3/F City of Tidcwla BUILDING DIVISION 2/G REVIEWED FOR CODE COMPLIANCE APPROVED NOV ■ .3 0 2007 16/K m /cHAeL DfLG, pE. 31966 ooysse y PR h�1NG�GSiG!=� G� SEP 1. 9 Mi. 1/K NORTH ExpllRE $00g 9 1 SEPT. 14, 2007 RECEIVED NOV 15 ZO(I PERMIT CEN i L DO7» 422. TPC -24 TPC -24 TPC -24 TPC -24 TPC -24 TP -120 TWB 60 or TFCV- 48- 42- -36 -24 TWB 60 or TFCV- 48- 42 -36 -24 TWB 60 or TFCV- 48- 42 -36 -24 TWB 60 or TFCV- 48- 42 -36 -24 TWB 60 or TFCV- 48 -42-- 36--24 TWB 60 or TFCV- 48- 42 -36 -24 TWB 60 or TFCV- 48- 42 -36 -24 Co Lri J l \ \ E T A ][ ita S ? .Q A \C E S O L T - I O N S ADD UNITS ONLY HAVE ONE END FRAME THE OPEN END CONNECTS INTO THE END OF THE STARTER UNIT Client POSTS TO BE TECH SCREWED TO THE M ❑BILE BASE SKECHERS USA #230 10 9 8 7 6 5 4 3 2 ONE M ❑BILE BASE WOULD HOLD STARTER AND ADD UNIT TOGETHER TPC -12 7C -12 TPC -12 TPC -12 TPC -12 TP -120 Drawing Name SKECHERS STORAGE RACK ELEVATIONS TFCV -1B 424836 -24 TFCV- 48- 42 -36 -24 TFCV- 48- 42 -36 -24 TFCV -48- 42--36 -24 TFCV- 48- 42 -36 -24 TFCV- 48- 42 -36 -24 TFCV- 48- 42 -36 -24 co ADD UNITS ONLY HAVE ONE END FRAME, THE OPEN END CONNECTS INTO THE END OF THE STARTER UNIT STARTER UNIT Sq. Ft. Dwg. By KEM Location WESTFIELD SOUTHCENTER MALL TUKWILA, WA. 98188 UNITS TO BE FLOOR MOUNTED AND WALL TIED SEP 1 9 201 Date Dwg. # 2 10 9 8 7 6 5 4 3 2 1 Scale N.T.S. Project # 07 -9110 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 3 0 2007 City O f Tukwila BUILDING _DPI IO EXPIRES SEPT. 14, 2007 RECEIVES NOV 15 2007 PERMIT CENTER - TO PREVENT ON A LEVEL SURFACE. A COMBINATION GHOSTING (UNWANTED MOVEMENT) & TO ENSURE THE MOBILE SYSTEM MOVES FREELY THE TRACK SUPPORT MUST BE MOUNTED OF WOOD & RUBBER SHIMS ARE USED TO LEVEL THE FLOOR. 1- 1 » 1 - WHEN CONNECTING TO PREVENT THE - THE JOINS IN MUST BE STAGGERED. -- TWO CONTINUOUS - NOTE THAT THE - SCREW IS TO Co END STOP TWO SECTIONS OF TRACK TRACK FROM FLEXING. THE TRACK SUPPORT & THE STEEL STRIPS ARE INSERTED STEEL STRIP IS SHORTER THAN GO THROUGH THE END STOP ALUMINUM 4" THREADED SCREW CONTINUOUS STEEL STRIP INSERT I 16 GA. END PLATE 2" ROUND HEAD SCREW SUPPORT TWO STEEL SPRING JOINS IN THE TRACK SHOULD INTO THE TRACK TO PROVIDE THE TRACK TO LEAVE AND RIGHT INTO THE TRACK.. TRACK • � � �����, 0 PINS MUST BE INSERTED NOT OVERLAP THEY THE RIDING ROOM FOR AN �y ■ J ' ► ► _ I + / �.= J - :' I � �" STEEL PIN ALUMINUM TRACK SUPPORT + i i " SPRING - WHEN CONNECTING TO PREVENT - THE JOINS IN MUST BE STAGGERED. - TWO CONTINUOUS - NOTE THAT - SCREW IS TO , END STOP lb TWO SECTIONS THE TRACK FROM THE TRACK SUPPORT STEEL STRIPS THE STEEL STRIP GO THROUGH THE THREADED CONTINUOUS STRIP INSERT ^ . � 16 1" HEAD OF TRACK SUPPORT FOUR STEEL FLEXING. & THE JOINS IN THE TRACK SHOULD ARE INSERTED INTO THE TRACK TO IS SHORTER THAN THE TRACK TO LEAVE END STOP AND RIGHT INTO THE TRACK. ALUMINUM TRACK . SCREW r STEEL C � GAEND PLATE <9 SCREW / '.- 'ZS) V 1 ` ` . TRACK, ANTI -TIP TRACK SUPPORT AND SPRING PINS MUST BE INSERTED NOT OVERLAP THE PROVIDE THE RID ROOM FO 's+ . - ■ • ► � � "� ' END STOP DETAIL ' - ► ANTI -T1P ALUMINUM TRACK SUPPORT STEEL SPRING END VIEW E - - RECT MANUFACT,RING LTD. 94 RIVERSIDE DRIVE, NORTH VANCOUVER, BC, V7H 2M6 PHONE: (604)- 929 -5461 FAX: (604)- 929 -5184 I 14 WOOD SHIM RUBBER SHIM WALL USE COMBINATION OF WOOD & RUBBER SHIMS HIGH POINT TO CREATE A LEVEL SURFACE '� I T —� - - FLOOR (SHOWN EXAGGERATED) LOW POINT TRACK LEVELING DETAIL I �o? I I END VIEW TRACK, TRACK SUPPORT AND END STOP DETAIL 0 SCALE:NTS SCALE: 6" = 1' -0" SCALE:6" = 1' -0" - TRACK SUPPORT IS ANCHORED AS SHOWN APPROXIMATELY EVERY 12 14" HEX HEAD CONCRETE SCREW _ _ - ". ALUMINUM TRACK TRACK ! SUPPORT --- CARRIAGE MAY OR MAY g " x $ 2 �" 2 NOT GRADE o m LOCK HAVE � % m ® CARRIAGE MIDDLE RAILS DEPENDING MIDDLE OF SIDE RAIL p ../..- MIDDLE PLATE / (IF REQ ) WASHER RUBBER 5 BOLT2 3" #14x4 HEX TEK SCREW ASSEMBLY DETAIL RE:Q'D) REQ'D HEAD ON SIZE RAIL BUMPER PER AND LOADING. END CARRIAGE . RAIL ® o � 0 at CORNER 4 BRACKET REQ'D PER CARRIAGE 3.. 8 3 " WASHER " x 2 1 " GRADE 5 BOLT ' ilZ 0 END RAIL m REVIEWED FOR CODE COMPLIANCE APPROVE D NOV .3 0 20 L QtYOfTUkV SKECHERS WESTFIELD SOU TH CEN TER MALL TUKWILA, WA. I�INC DIVISION ® � 0 m� ' USE BRACKET TO CENTRE BRAKE ASSEMBLY ON MOBILE END SECURE BRAKE rr MOBILE BRAKE ATTACHMENT DETAIL ✓ I ir ASSEMBLY WITH -,..... Ili TO SELF DRILLING . � THE TEK HOLES T LBRAKE BRACKET WITH � tot) '440 CARRIAGE SCREWS FLOOR" TRACK SUPPORT ANCHORING DETAIL V 1:7 TRACK LEVELING / TRACK & TRACK SUPPORT DETAILS TRACK SUPPORT ANCHORING DETAIL / CARRIAGE ASSEMBLY DETAIL MOBILE BRAKE ATTACHMENT DETAIL / ANTI —TIP BRACKET IN TRACK SUPPORT DETAIL SHELVING TO MOBILE CARRIAGE ATTACHMENT DETAIL MOBILE CARRIAGE HANDLE ATTACHMENT DETAIL C SCALE:2" = 1' -0" 4 SCALE:6" = 1' -0" SCALE:2" = 1' -0" - THE ANTI-TIP BRACKETS ARE TO BE ATTACHED TO THE MOBILE CARRIAGES USING THE CORNER BOLTS OF THE CARRIAGE. - SHELVING IS TO SCREWS. I BE ATTACHED TO THE MOBILE CARRIAGE ON ALL FOUR CORNERS AND AT ANY MIDDLE PLATES USING #14 x 3/4" TEK ;. ,r. ►' #14 x 12" HEX HEAD i ■ ,0 TEK SCREW --.......„.„ ) _ TYF'_ RECEIVED NOV 15 ATTACH POST APPROXIMATELY TTACH HANDLE ON EACH 48" ABOVE GROUND L ",„.' N tit WAS ` �p4 .44 4 / p =, .P , 40700 <v fi GIS ' - SS fONA1.S 14G � 2007 ANTI -TIP BRACKET J I ANTI -TIP TRACK SUPPORT O o 0 0 J �� A I.I BY: DL /dI DATE: SEPT. 14, 2007 SCALE: AS NOTED FILENAME: ANTI — TIP -00 FLOOR 0 ANTI -TIP BRACKET IN TRACK SUPPORT DETAIL tl I -= ' `• TOP VIEW TOP VIEW SHELVING TO MOBILE CARRIAGE ATTACHMENT DETAIL SHEET D 3 I EXPIRES65 / /g /P I MOBILE CARRIAGE HANDLE ATTACHMENT DETAIL PERMIT CENTER SCALE: S" = 1' -0" SCALE: 3/4" = 1' -O" SCALE:1" = 1' -O"