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HomeMy WebLinkAboutPermit D08-411 - WESTFIELD SOUTHCENTER MALL - BATH AND BODY WORKS - STORAGE RACKSBATH AND BODY WORKS 231 SOUTHCENTER MALL D08 -411 Parcel No.: 6364200010 Address: 231 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: BATH AND BODY WORKS Address: 231 SOUTHCENTER MALL , TUKWII,A WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: CityV 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 Contact Person: Name: TIM SCHENK Address: 1120 E 80 ST STE 211 , BLOOMINGTON MN 55420 Phone: 800- 541 -0821 Contractor: Name: HORIZON RETAIL CONST INC Address: 1516 S GREEN BAY RD , RACINE WI 53406 Phone: Contractor License No: HORIZRC072N5 DEVELOPMENT PERMIT DESCRIPTION OF WORK: INSTALLATION OF STOCKROOM SHELVING IN NON -SALES AREA OF STORE Value of Construction: $0.00 Fees Collected: $536.63 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: II-B Occupancy per IBC: 0019 doc: IBC -10/06 * *continued on next page ** Permit Number: D08 - 411 Issue Date: 10/28/2008 Permit Expires On: 04/26/2009 Expiration Date: 04/15/2009 D08 -411 Printed: 10 -28 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Center Authorized Signature: 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, wheth specified herein or not. The granting of construction or th Signature: Print Name: City db Tukwila 0 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 N N td• : not rm. a of w /-brk- /4(04 Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: Permit Number: D08 - 411 Issue Date: 10/28/2008 Permit Expires On: 04/26/2009 Date: End Time: Fill 0 c.y. End Time: Private: Public: Profit: N Non - Profit: N Private: Public: Date: to- L1 e authority to violate or cancel the provisions of any othe state or local laws regulating orized to sign and obtain this developmen • e • 't. 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 D08 -411 Printed: 10 -28 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • 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 231 SOUTHCENTER MALL TUKW BATH AND BODY WORKS PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -411 ISSUED 08/22/2008 10/28/2008 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 8: 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 Thkwila. 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. 9: ** *FIRE DEPARTMENT CONDITIONS * ** 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: Install mechanical stops between rolling shelving units so that when units are rolled together, a minimum 6 inch transverse flue space is maintained between the units. 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: 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 sprinlder systems and all modifications to sprinlder 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) 14: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require doc: Cond -10/06 008 -411 Printed: 10 -28 -2008 S 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 relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 15: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 16: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.2.1) 17: Clearance between ignition sources, such as light fixtures, heaters and flame - producing devices, and combustible materials shall be maintained in an approved manner. (IFC 305.1) 18: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 19: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 20: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10/06 * *continued on next page ** D08 -411 Printed: 10 -28 -2008 S 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. doc: Cond -10/06 The granting of this permit does not pres ve construction or - pe • ork. Signature: / " L. Ara Print Name: ity to violate or cancel the provision of any other work or local laws regulating Date: D08 -411 Printed: 10 -28 -2008 Tenant Name: Company Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tuk SITE LOCATION Site Address: 2.30 Sa Ut110Er1r Q MAIL_ Gari-i d- f300'( Nafucs Property Owners Name: We COCLPO6.0210 ti • Mailing Address: 11601 W II.SNIO.E 6L40. LO /,r4Ggcic'S , CA ROCI Z.S City CONTACT PERSON - who do we contact when your permit is ready to be issued Name: 'TINA SCNF.(V Day Telephone: 1 - S100 • S4 (. 01374 Mailing Address: 1 120E • 1 E50 417 S1 . S VI CE 2l\ i (3WOtnlc(G'JOtil , m SS 'AZO City State Zip Fax Number: L 952. • 55-4 •'-41001 E -Mail Address: +ItYIS Q eAcIen j GAt$ . Goa GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: 140212.0 4 IZ.6021I L. C 8 1st ,tg'c.r't 0,-I • l,r(L Mailing Address: 14513 ZQl-I BLVa. , R.AGr(E N 1 53406 . City 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: Mailing Address: City Contact Person: Day Telephone: Fax Number: E -Mail Address: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record SEc1 ?JT\1L . I r 1G f 6 /%rL t-s n c.. Ave. eam crtA , c/a qt 168 City State Day Telephone: 905 -WA -09'131 E -Mail Address: Fax Number: qQo► .869. 09 81 Contact Person: EA■ E . FAT��rd Q: W pplications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Building Permit No. 0011 - I Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: 636420 - 001 O Suite Number: 6 4`.1 Floor: 1 New Tenant: El Yes 111 „No State State State Zip Zip Zip Zip Page 1 of 6 BUILDING PERMIT INFORMATION - 206 - 431 -3670 W Valuation of Project (contractor's bid price): $ t 'C 000 , "— Scope of Work (please provide detailed information): laSTA .Af10r1 C N S.11) (10 con SNGLV ir((r led r - ( Or( - SALES" /tt,eja Of= aarli 4 . QWY 1w crLlWs SracLE vriO rt... coral - adc na"( Will there be new rack storage? ( t ...Yes 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: *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: E. Sprinklers ®l Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Ilk 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:\Applicanons \Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Existing Building Valuation: $ 111.. No If yes, a separate permit and plan submittal will be required. Floor area of accessory dwelling: Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor .-kb6 1 466 I 2 Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION - 206 - 431 -3670 W Valuation of Project (contractor's bid price): $ t 'C 000 , "— Scope of Work (please provide detailed information): laSTA .Af10r1 C N S.11) (10 con SNGLV ir((r led r - ( Or( - SALES" /tt,eja Of= aarli 4 . QWY 1w crLlWs SracLE vriO rt... coral - adc na"( Will there be new rack storage? ( t ...Yes 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: *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: E. Sprinklers ®l Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Ilk 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:\Applicanons \Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Existing Building Valuation: $ 111.. No If yes, a separate permit and plan submittal will be required. Floor area of accessory dwelling: Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTH I ED AGENT: Signature: Print Name: 'i • ' • 1 M S GNEr&.. Day Telephone: t &:1Q • S H •O t ot Mailing Address: irLO 6 • SO "`' Sr. SY t ZI 1 StIO'n lc(Gda['f i /Yid 554 ZO Zip Date Application Expires: Date Application Accepted: 9 Q: Applications\Fmms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date: City State Staff Initials: Page 6 of 6 Receipt No.: R08 -03636 Initials: WER User ID: 1655 Payee: HORIZON RETAIL 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 Parcel No.: 6364200010 Permit Number: D08 -411 Address: 231 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 08/22/2008 Applicant: BATH AND BODY WORKS Issue Date: TRANSACTION LIST: Type Method Descriptio Amount Payment Check 166446 327.00 Account Code Current Pmts 000/322.100 322.50 000/386.904 4.50 Total: $327.00 Payment Amount: $327.00 Payment Date: 10/28/2008 02:12 PM Balance: $0.00 doc: Receipt -06 Printed: 10 -28 -2008 Receipt No.: R08 -03036 Initials: WER User ID: 1655 Payee: ELDER -JONES ACCOUNT ITEM LIST: Description rinr.: RRneint -06 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 Payment Check 52392 209.63 TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Parcel No.: 6364200010 Permit Number: D08 -411 Address: 231 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 08/22/2008 Applicant: BATH & BODY WORKS Issue Date: Account Code Current Pmts 000/345.830 209.63 Total: $209.63 Payment Amount: $209.63 Payment Date: 08/22/2008 10:38 AM Balance: $327.00 6505 08/22 9710 TOTAL 2N.63 PrintAd. OR- 22 -200R Project: y // f' j [� g &T/ Z ii ' T pe of Inspection :: �A Gf� , Addre t � '• � ate s : / / Cal le " d: Speu structions: Date Wanted: a.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECT N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I d Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: r? $60.00 REINSPECT I N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: Project: A R p 1 001 K [� 1 Type of In3p ion: I s: Address: A ! 7 31 S E Date Called: / Special Instructions: 7 Date Wanted: ' � , I ,r) (,6 ‘21.1. p.m. Requester: Phone No: 2 ( 331 -31(c Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: s nef for 6 J r di 7 d Inspec Date: y - a ` El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Type of Inspection: E7 4 / 1-7N4-1_ /,re * L" I- lo -17 7 it 1 6 - , 0 - MI& / k Pre-Fire: Permits: — Phone No.: ---)re ail ---/v 5.-i-ve.f< A lu) MV/aihr--e_ / -X-RActk g - DV, — (ivt- Hit) s...,?_ r A r itUAL. - Project: - 8471-1 et 4o/X114A Type of Inspection: E7 4 / 1-7N4-1_ /,re Address: 231 5e 44.4-“.- Suite #: cCont Person: iYb/--d---zi---- Pre-Fire: Permits: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: ..71 • A7;* Atko, • .",•• ity Jed 3 PERMIT NUMBERS 0S LIS1 CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 INSPECTION NUMBER Approved per applicable codes. Inspector: d JJ g 12_ $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 INSPECTION RECORD Retain a copy with permit Date: _jos n Corrections required prior to approval. Hrs.: ;- 1/13/06 T.F.D. Form F.P. 113 • STORAGE RACKS DRIVE -IN RACKS CANTILEVER RACKS MEZZANINES CONVEYORS CAROUSELS PUSHBACK RACKS RACK BUILDINGS STEEL SHELVING MOVABLE SHELVING STORAGE TANKS MODULAR OFFICES GONDOLAS BOOKSTACKS FLOW RACKS FOOTINGS SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 SEISMIC ANALYSIS STRUCTURAL DESIGN CITY APPROVALS STATE APPROVALS PRODUCT TESTING FIELD INSPECTION SPECIAL FABRICATION PERMITTING SERVICES Fib E COPY p No. • Crn^'•^ � o r r t str.s7. SEISMIC ANALYSIS OF LIGHT DUTY STORAGE FIXTURES FOR BATH & BODY WORKS #0351 231 SOUTHCENTER MALL TUKWILA, WA 98188 JOB # 08 -0671 DO8'-I Li ALASKA ARIZONA CALIFORNIA COLORADO CONNECTICUT GEORGIA IDAHO ILLINOIS INDIANA OHIO KANSAS OKLAHOMA MICHIGAN OREGON MINNESOTA PENNSYLVANIA MISSOURI TEXAS MONTANA UTAH NEVADA VIRGINIA NEW MEXICO WASHINGTON WISCONSIN REVIEWED FOR — CODE COMPLIANCE APPROVED SEP - 5 200 C .. Of Tukwila BUILDING DIVISION 161 ATLANTIC STREET • POMONA • CA 91768 • TEL: (909)869 -0989 • FAX:(909)869 -0981 RECEIVED AUG 22 2008 PERMIT CENTER SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT BATH & BODY WORKS #0351 FOR MBH ARCHITECTS SHEET NO. 2 CALCULATED BY MC DATE 4/30/2008 TABLE OF CONTENTS DESCRIPTION PAGE NO. COVER PAGE 1 TABLE OF CONTENTS 2 SCOPE 3 PARAMETERS 3 SPECIFICATIONS 3 CONFIGURATIONS 3 SUMMARY OF RESULTS 4 TO 5 LOADS & DISTRIBUTION 6 LONGITUDINAL ANALYSIS 7 COLUMN ANALYSIS 8 TO 9 BEAM ANALYSIS 10 CONNECTION ANALYSIS 10 OVERTURNING ANALYSIS 11 TO 12 FOOT PLATE ANALYSIS 13 SLAB & SOIL ANALYSIS 14 INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT BATH & BODY WORKS 40351 FOR MBH ARCHITECTS SHEET NO. 3 CALCULATED BY MC DATE 4/30/2008 SCOPE: THE PURPOSE OF THIS ANALYSIS IS TO SHOW THAT THE FOLLOWING LIGHT DUTY STORAGE FIXTURES IS IN COMPLIANCE WITH REGULATIONS SET BY SECTION 1613 OF THE 2006 IBC WHERE LATERAL FORCES ARE DETERMINED IN ACCORDANCE WITH SECTION 13.3 OF THE ASCE 7 -05. PARAMETERS: STORAGE FIXTURES WILL BE ANALYZED UTILIZING THE FOLLOWING FORMULA: LATERAL FORCE: Fp =10.4 * ap * SDS *Ip /(Rp *1.4) ] * Wp EXCEPT WHERE: Fp shall not be taken as less than 0.3 * $ * Ip * Wp /1.4 and Fp is not required to be taken as greater than 1.6 * $s * 1p * Wp /1.4 WHERE Sos = 2/3 * S AND S = F & S, SPECIFICATIONS: - MAIN STEEL Fy = 36000 PSI MIN. YIELD STEEL - BOLTS A307 (UNLESS NOTED) - ANCHORS 3/8 "0x2 MIN. EMBED. APPROVED ANCHOR - SLAB 4 IN (minimum required) x 2500 PSI (minimum required) - SOIL 1000 PSF NOTF STABILITY OF THE LIGHT DUTY STORAGE FIXTURE UNITS IS TOTALLY DEPENDENT ON ITS MOMENT RESISTING FRAME ACTION PROVIDED BY THE DOUBLE RIVET BEAMS. ALL FIXED UNITS ARE ANCHORED TO FLOOR SLAB. THERE IS NO DIFFERENCE BETWEEN THE FIXED UNITS AND THE MOVABLE UNITS OTHER THAN THE OVERTURNING ANALYSIS. ANALYSIS WILL BE DONE ON THE MOST CRITICAL CONFIGURATION. CONFIGURATIONS: - 10' 3630 F = 120 "Hx36 "Wx30 "D F - 10' 4830 F = 120 "Hx48 "Wx30 "D F - 10' 3618 F = 120 "Hx36 "Wx18 "D F - 10' 4818 F = 120 "Hx48 "Wx18 "D FIXED < = = CRITICAL CONFIGURATION - 10' 4830 M = 120 "Hx48 "Wx30 "D MOVABLE COLUMN: 3- 5/16x1- 15/16x16 GA. BEAM: LONGITUDINAL DIRECTION STRESS = 0.44 < 1.33, OK BEAM: DRB fb /Fb= 0.49 < 1.00 O.K. TRANSVERSE DIRECTION STRESS = 0.63 < 1.33, OK ANCHORS: USE (1) 3 /8 "0x2MIN. EMBED. APPROVED ANCHOR PER FOOT PLATE STRESSIA) = 0.13 < 1.00 OK STRESS(B) = 0.09 < 1.00 OK MOMENT CONN.: Mconn =635 IN -LB Mconn.allow =2,154 IN -LB Mconn /Mallow= 0.29 < 1.0 OK SLAB & SOIL: BASE PLATE: PUNCT = 0.18 < 1.00 OK BENDG = 0.05 < 1.00 OK fb /Fb = 0.07 < 1.00 OK PROJECT BATH & BODY WORKS #0351 INC. FOR MBH ARCHITECT S SHEET NO. 4 MATERIAL HANDLING ENGINEERING CALCULATED BY MC TEL: (909) 869 -0989 • FAX: (909) 869 -0981 DATE 4/30/2008 161 ATLANTIC AVENUE • POMONA, CA 91768 CODE = 2006 IBC Ss = 1.4289 F. =1.00 LIVE LOAD = 100 LB PER LEVEL RESULTS: TYPE 120" -FIXED 28' 22' 120" 22" 24° TYPE 120'. FIXED 36' 8 48' FROM VIEW NOTE: - FIXED UNITS ARE ANCHORED TO FLOOR; FRONT AND BACK. 120' 18'830' / SIDE NEW r u SZ I : 1441144111 111C INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT BATH & BODY WORKS #0351 FOR MBH ARCHITECTS SHEET NO. 5 CALCULATED BY MC DATE 4/30/2008 RESULTS: TYPE 120 " - MOVABLE CODE = 2006 IBC / 48 lmv 00 SS = 1.4289 F. =1.00 LIVE LOAD = 100 LB PER LEVEL imrr t• tmv ° IMP IMO N MOO A& 1m 23" � � r FRONT VIEW SI DE V IEW COLUMN: 3- 5/16x1- 15/16x16 GA. BEAM: LONGITUDINAL DIRECTION STRESS = 0.71 < 1.33, OK BEAM: DRB fb /Fb= 0.49 < 1.00 O.K. MOMENT CONN.: TRANSVERSE DIRECTION STRESS = 0.99 < 1.33, OK Mconn =934 IN -LB Mconn.allow =2,154 IN -LB Mconn /Mallow = 0.43 < 1.0 OK NOTE: - FOR MOVABLE UNITS, ATTACH FIXTURE UNIT TO MOVABLE CARRIAGE - ATTACH TRACK TO SLAB WITH 3/8 "0x2 MIN. EMBED. APPROVED ANCHOR AT 24 ON CENTERS. r u SZ I : 1441144111 111C INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT BATH & BODY WORKS #0351 FOR MBH ARCHITECTS SHEET NO. 5 CALCULATED BY MC DATE 4/30/2008 MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 LOADS & DISTRIBUTION: TYPE 120" -FIXED ANALYSIS BASED ON SECTION 1613 OF THE 2006 IBC AND SECTION 13.3 OF THE ASCE 7 -05: WHERE Fp = [ 0.4 * ap " SDS "Ip /(Rp* 1.4) ] * Wp AND z = 0 FOR GROUND FLOOR INSTALLATION. SITE CLASS =D Sms =1.429 WHERE Sms = Fa *Ss AND Ss = 1.4289 & Fa = 1 Ip =1.00 Rp =2.5 ap =1 Fp = [ 0.4 *ap* (2 /3 *Fa *Ss) *Ip /(Rp *1.4)) * Wp =0.109 Wp EXCEPT WHERE: Fp shall not be taken as less than 0.3 *(2 /3 *Fa *Ss) *1p *Wp /1.4 = 0.204 Wp AND not required to be taken as greater than 1.6 *(2 /3 *Fa *Ss) *1p *Wp /1.4 =1.089 Wp Fp (GOVERNS) = 0.204 Wp HEIGHT= 120 IN WIDTH =48 IN DEPTH= 18 IN # LEVELS =5 LVL WLL = LB WDL =5 LB LATERAL FORCE DISTRIBUTION 120.0 IN SEIZMIC INC. ON(ITIJDINAI DIRFCTION & TRANSVFRSF DIRFCTION Fp =0.3 "SDS *Ip "Wp /1.4 = [0.3 "((2/3) "1 *1.42891 "1/1.4] * 10.667 "100 LB + 5 LB =14.6 LB Vtotal p "NO. OF LEVELS = 14.6 LB /LEVEL " 5 LEVELS =73.1 LB h LEVEL LL + DL HEIGHT 26.0 IN 1 105 LB 26.0 IN 22.0 IN 2 105 LB 48.0 IN 22.0 IN 3 105 LB 70.0 IN 22.0 IN 4 105 LB 92.0 IN 28.0 IN 5 105 LB 120.0 IN 6 7 - 8 9 10 Fi 120" 22" 22" 24" 14.63 LB 14.63 LB 14.63 LB 14.63 LB 14.63 LB 22" L •= 73.1 LB PROJECT BATH & BODY WORKS #0351 FOR MBH ARCHITECTS SHEET NO. 6 CALCULATED BY MC DATE 4/30/2008 TYPE 120 " - FIXED 38" 8 48" FROM VIEW Mot= (Fi *hi) 380.4 IN -LB 702.2 IN -LB 1024.0 IN -LB 1345.9 IN -LB 1755.5 IN -LB 5208.0 IN -LB 12 0" 18 & 30 SIDE VIEW INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT BATH & BODY WORKS #0351 FOR MBH ARCHITECTS SHEET NO. 7 CALCULATED BY MC DATE 4/30/2008 LONGITUDINAL ANALYSIS: TYPE 120" -FIXED LONGITUDINAL STABILITY IS DEPENDENT ON BEAM TO COLUMN MOMENT CAPACITY. Pcol(stat.) =•W12 =(500 LB + 25 LB) /2 Vlong = 2•Vcol =263 LB Vcol = (Vlong) /2 =36.6 LB Fl =7.3 LB F2 =7.3 LB F3 =7.3 LB F4 =7.3 LB H1 =26. IN H2 =22. IN H3 =22. IN H4 =22. IN H5 =28. IN H6 =. IN H7 =. IN CONNFCTION MOMFNT AT Mconn 1 -1 = (M 1 -1 + M 2- 2)/835 IN -LB Mconn 2 -2 = (M 2 -2 + M 3- 3)/284 IN -LB Mconn 3-3 = IM 3 -3 + M 4- 4)/204 IN -LB VFRIFY AOFOI IACY OF col MIN Pcol(max) =263 LB Mcot =951 IN -LB VFRIFY Af)FOIIACY OF CONNFCTION Mconn =635 IN -LB Mbase =0 in -lb (ASSUME PINNED) M 1 -1 =Vcol x H1 = (36.6 Ib)(26 IN) 4)51 IN -LB M 2 -2 d (Vcol -F1) x H2 1/2 = (36.6- 7.3)(22 IN/2) 19 IN -LB M 3 -3 =(Vcol- F1 -F2) x H3)/2 = (36.6 -7.3- 7.3)(22 IN/21242 IN -LB M 4 -4 = ((Vcol- F1- F2 -F3) x H4)/2 = (36.6- 7.3 -7.3- 7.3)(22/2)65 IN -LB DOUBLE RIVET BEAMS M1 -1 Pooh-) =263 LB Pco -2 = 210 LB Pco =158 LB Pco1 - =105 LB Ir INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT BATH & BODY WORKS #0351 FOR MBH ARCHITECTS SHEET NO. 8 CALCULATED BY MC DATE 4/30/2008 COLUMN ANALYSIS: LONGITUDINAL DIRECTION: TYPE 120" -FIXED ANALYZED PER AISI. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. PcoIM,( =263 LB Mme= =951 IN -LB AXIAL Fl FXIIRF KxLx /rx = 1.2 *26 IN/0.72 IN =43.3 KyLy /ry =1.2 IN/0.45 IN = 69.3 Fe = •'2E /(KL /rlmax "2 =60.6 KSI Fy/2 =18.0 KSI SINCE, Fe > Fy /2 THEN, Fn = Fy(1- Fy /4Fe) =36 KSI *[1 -36 KSI /(4 *60.6 KSI)] =30.7 KSI Pn = Aeff *Fn =11,034 LB •c =1.92 Pa = Pn /•c =11034 LB /1 .92 =5,747 LB P/Pa= 0.05 < 0.15 CHECK: P /Pa + Mx /Max • 1.33 Pno =Ae *Fy =0.36 IN "2 *36000 PSI = 12,960 LB Pao = Pno /•c = 12960 LB/1.92 =6,750 LB Myield = My Sx* Fy =0.11 IN'3 * 36000 PSI =3,960 IN -LB < = = = (KI /r)max (263 LB/5747 LB) + (951 IN- LB/2371 IN -LB) = 0.44 < 1.33, OK SECTION PROPERTIES TYPE = 3- 5/16x1- 15/16x16 G t =0.060 IN Aeff ).360IN "2 Ix =0.180 IN'4 Sx =0.110 IN "3 rx =0.720 IN ly =0.070 IN "4 Sy =0.080 IN "3 ry =0.450 IN Kx =1.20 Lx =26.0 IN Ky =1.20 Ly =26.0 IN Fy =36 KSI E= 29,500 KSI Max =My /•f of =1.67 =3960 IN- LB/1.67 Cmx =1.00 =2,371 IN -LB Nx= {1 /[1- (•c *P /Pcr)]Y -1 Cb =1.0 Pcr= •'2E1 /(KLlmax "2 = {1/[1- (1.92 *263 LB/53838 LB1] } " -1 =•"2 •29500000 PSI/(1.2 IN)'2 =0.99 = 53,838 LB r i l l E ° 1717 1111141441 111C INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT BATH & BODY WORKS #0351 FOR MBH ARCHITECTS SHEET NO. 9 CALCULATED BY MC DATE 4/30/2008 COLUMN ANALYSIS: TRANSVERSE DIRECTION: TYPE 120" -FIXED ANALYZED PER AISI. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. Pcol(seis) =Mot/D= 5208 IN.LB. /18 IN PcoIMAx = Pcol(stat.) + Pcol(seis.) PcoIMAx =552 LB Mm•x = 951 IN -LB AXIAL Fl FXIIRF KxLx /rx = 1.2 *26 IN/0.72 IN = 43.3 KyLy /ry =1.2 * 26 I N/0.45 IN = 69.3 Pa = Pn /•c =11034 LB/1.92 =5,747 LB P /Pa = 0.10 CHECK: P /Pa + Mx /Max • 1.33 < = = = (KI /r)max Fe = •"2E /(KL /r)max "2 = 60.6 KSI Fy /2 =18.0 KSI SINCE, Fe > Fy /2 THEN, Fn =Fy(1-Fy/4Fe) =36 KSI *[1 -36 KSI /(4 *60.6 KS111 =30.7 KSI Pn= Aeff * Fn =11,034 LB •c =1.92 < 0.15 Pno =Ae *Fy =0.36 IN'2 *36000 PSI = 12,960 LB Pao = Pno /•c = 12960 LB/1.92 =6,750 LB Myield =My Sy *Fy =0.08 IN "3 * 36000 PSI = 2,880 IN -LB Max =My/•f = 2880 IN -LB /1.67 =1,725 IN -LB Pcr= •'2EI /(KL)max 2 =•"2 *29500000 PSI/(1.2 *26 IN) "2 = 53,838 LB SECTION PROPERTIES TYPE = 3. 5/16x1- 15/16x16 G t =0.060 IN Aeff - 21.360 IN'2 Ix = 0.180IN'4 Sx = 0.110IN"3 rx =0.720 IN ly = 0.0701N - 4 Sy = 0.0801N'3 ry =0.450 IN Kx =1.20 Lx =26.0 IN Ky =1.20 Ly =26.0 IN Fy =36 KSI E= 29,500 KSI •f =1.67 Cmx =1.00 Nx {1 /[1 (•c *P /Pcr}1} Cb =1.0 = {1/[1- (1.92 *552 LB/53838 LB)IY -1 = 0.98 (552 LB/5747 LB) + (951 IN- LB/1725 IN -LB) = 0.63 < 1.33, OK INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT BATH & BODY WORKS #0351 FOR MBH ARCHITECTS SHEET NO. 10 CALCULATED BY MC DATE 4/30/2008 BEAM ANALYSIS: TYPE 120" -FIXED THE BEAM WILL BE ANALYZED AS A SIMPLE SUPPORTED BEAM. THE ANALYSIS WILL CHECK THE ADEQUACY OF THE COMPONENT TO CARRY THE GIVEN STATIC LOAD. Mbeam = w1'2 /8 =315 IN -LB LOAD /SHELF =100 LB LOAD /SHELF W = LOAD /2 BEAMS LOAD /BEAM w =W /2L =(100 LB +5 LB)/(2 "48 IN) = 1.09 LB /IN fb /Fb =M /(S x Fbl =315 IN.LB. /(0.03 IN "3 *0.6 *36000 PSI) 0.49 < 1.00 O.K. CONNECTION ANALYSIS: TYPE 120" -FIXED Mconn. = (Mupper + Mlower) /2 = (M 1 -1 + M 2 -2)/2 =635 IN -LB a) SHEAR CAPACITY OF 1/4"0 RIVET A = ((DIA.)'2)• /4 =.0491 IN'2 Fy = 55,000 PSI Pmax =Fv x Area =0.4 * 55000 PSI * 0.0491 IN "2 =1080 LB =2,154 IN -LB Mconn / Mconn allow = 0.29 < 1.00 O.K. f -1 1/8" 11- 14 GA f 13/16 " TYPE = DRB LENGTH (max) = 48 IN Sx = 0.0300 IN'3 Mconn.allow x d x 1.33 d (CTR TO CTR SPACING) = 1.5 IN RIVET DIA. =.25 IN r INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT BATH & BODY WORKS #0351 FOR MBH ARCHITECTS SHEET NO. H CALCULATED BY MC DATE 4/30/2008 OVERTURNING ANALYSIS: TYPE 120" -FIXED (Al Fl Ii I Y I OAnFn- Total Shear =73 LB (RI TOP SHFI F I OADFn• SHEAR = 15 LB DEPTH = 18 IN TOP LEVEL HEIGHT = 120.0 IN Mot = •(Fi*hi) =5,208 IN -LB Mst = •(Wp +.85wDL1 *D /2 =1500 LB + 0.85 *25 LB) *18 IN /2 =4,691 IN -LB Puplift =1(Mot - Mst)/Depth = (5208 IN.LB. - 4691 IN.LB.1/18 IN =29 LB < = UPLIFT Mot =Vtop * ht =15 LB* 120 IN = 1,756 IN -LB Mst = (Wp +wDL) *D /2 =(100 LB + 0.85 *25 LB) *18 IN /2 =1,091 IN -LB Puplift =1(Mot - Mst) /Depth =37 LB < = UPLIFT ANCHORS QUANTITY =1 PULLOUT = 503 LB SHEAR = 500 LB Ps /Pt + Vs /Vt • 1.00 COMBINED STRESS(A) = (29 LB /1 *503 LB) + (36.6 LB /1 *500 LB) =0.13 < 1.00 OK COMBINED STRESS(8) = (37 LB /1 *503 LB) + (7.3 LB /1 *500 LB) =0.09 < 1.00 OK USE (1) 3/8 "0x2 MIN. EMBED. APPROVED ANCHOR PER FOOT PLATE. INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT BATH & BODY WORKS #0351 FOR MBH ARCHITECTS SHEET NO. 12 CALCULATED BY MC DATE 4/30/2008 OVERTURNING ANALYSIS: TYPE 120 " - MOVABLE (A) FIll I Y I OADFD• Total Shear =132 LB DEPTH =30 IN TOP LEVEL HEIGHT = 120.0 IN Mot = •(Fi *hi) =9,363 IN -LB Mst = •(Wp +.85wDL)*D /2 =1900 LB + 0.85 *45 LB) *30 IN /2 =14,074 IN -LB Puplift =1(Mot - Mst) /Depth = (9363 IN.LB. - 14074 IN.LB.) /30 IN =0 LB < = NO UPLIFT (B) TOP SHEI F I OADFD• SHEAR = 15 LB Mot =Vtop * ht =15 LB * 120 IN = 1,756 IN -LB Mst = (Wp +wDL) *D /2 =(100 LB + 0.85 *45 LB) *30 IN /2 = 2,074 IN -LB Puplift =1(Mot - Mst) /Depth =0 LB < = NO UPLIFT - FOR MOVABLE UNITS, ATTACH FIXTURE UNIT TO MOVABLE CARRIAGE - ATTACH TRACK TO SLAB WITH 3/8 "0x2 MIN. EMBED. APPROVED ANCHOR AT 24 ON CENTERS - SINCE THERE IS NO UPLIFT THEN ANTI -TIP OKAY BY SIMPLE REVIEW SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT BATII & BODY WORKS 40351 FOR MBH ARCHITECTS SHEET NO. 13 CALCULATED BY MC DATE 4/30/2008 FOOT PLATE ANALYSIS: TYPE 120" -FIXED Pcol = Pcol 1 + PC EIS =552 LB BASE PLATE WIDTH (W) = 1.5 IN EFF.BASE PLATE DEPTH (B)= 1.188 IN b =1.313 IN b1 = -.1 IN THICKNESS (t) = 0.0747 IN Fy = 36,000 PSI fa =P /A = Pcol /(1D)(B))309.8 PSI Mbase = (W /in)(L"2) /2 = (fa" 1 "STRIP)(b1 "2 =2.4 IN -LB Sbase = (1)(t"21/613.0009 IN"3 Fbase = (0.75)(Fy)* 1.3335910 PSI fb /Fb = Mbase /((Sbase)(Fbase)I 0.07 < 1.00 OK bl Fa B Pcol b r INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT BATH & BODY WORKS 40351 FOR MBH ARCHITECTS SHEET NO. 14 CALCULATED BY MC DATE 4/30/2008 SLAB & SOIL ANALYSIS: TYPE 120" -FIXED A) PUNCTURE Pmax =Pcol + (Mtot /D) =1.4 * 263 LB + 1.7 * (5208 IN -LB /18 IN) =859 LB Fpunct = 2.66 "sgrt(f'c) =133 PSI Apunct d(Weff. +t12)+(Deff. +t/2)1(2)(t) = 56. IN'2 fv /Fv = Pmax /(Apunct * Fpunct * 0) =0.18 B) SLAB TENSION Asoil =Pmax * 144/(1.33 *fsoil) =93. IN"2 L = )Asoil)'.5 =9.6 IN B = sgrt(B *D) + t =5.5 IN I= (L-E11/2 = 2.07 IN Mconc = w1"2/8 = (1.33 *fsoil *I / (144 *2) = 19.8 IN -LB Sconc =1 in * t "2 / 6 =2.67 IN"3 fconc =5 *0* sgrtlf c) WHERE 0 = 0.65 = 163 PSI fb /Fb = Mconc /(Sconc *fconc) = 0.05 SOIL • FOOT PI ATF• WIDTH =1.5 IN DEPTH = 1.5 IN SI AR t =4.0 IN fc' =2,500 PSI fs =1,000 PSF �ERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -411 DATE: 08 -22 -08 PROJECT NAME: BATH & BODY WORKS SITE ADDRESS: 231 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: ,'�� Builir�Dv�iin Public Works ❑ �� I ci 1 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08 -26-08 Complete Comments: Please Route Documents/routing slip.doc 2-28-02 Fvl Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS R UTING: REVIEWER'S INITIALS: Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: n n Permit Coordinator ❑ No further Review Required DATE: DATE: Planning Division Not Applicable r vi Li ❑ DUE DATE: 09 -23 -08 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 HANOVER INS CO INS CO 1592447 04/10/2002 Until Cancelled 01/01/1980 $12,000.0004/15 /2002 3 HANOVER INS CO 1592447 08/22/1997 04/10 /2002 $6,000.00 2 THE HANOVER INS CO 1601683 08/11/1996 08/11/1997 $6,000.00 1 CO ltG 46011010767932 08/11/1993 08/11/1996 $6,000.00 Name Role Effective Date Expiration Date HENDERSEN, JON E Cancel Date 01/01/1980 Amount GUSTIN, ROBERT L 6 01/01/1980 59192110001 HENDERSON, JON E /2009 01/01/1980 JAWORT, DAN AGENT 01/01/1980 Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 6 ZURICH AMERICAN INS CO 59192110001 03/29/200603/29 /2009 $1,000,000.00 03/24/2008 Untitled Page Business Owner Information Bond Information Insurance Information S so General /Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company HORIZON RETAIL CONST INC 2626386000 1458 HORIZON BLVD RACINE WI 53406 OUT OF STATE CORPORATION UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 601483044 ACTIVE HORIZRC072N5 CONSTRUCTION CONTRACTOR 8/25/1993 4/15/2009 GENERAL UNUSED Page 1 of 2 https: / /fortress.wa. gov /lni/bbip/Detail. aspx ?License= HORIZRC072N5 10/28/2008 ATTACH TO CARRIAGE / ATTACH TO CARRIAGE ATTACH TO POST /--460 8011 , ,I I Ilklippip:. i I . .2;0" f r. / 1 1 / " . .1 T' i fi 1 1 /al' 0 0' < 1 7/16" 1 .310' I t t Y/ 1 <3/4' / / 1 318 I I ► O ► ' I r ' t 1 1 7/18" 1 1 / 12 I 2 3/16 .� ► 85 11 \ SHOULDER RIVET PSI . . \ 85" 8 500 "0 5 , M 6 5 5" 6 500 "0 2 6 5 2 11 1 1 GA. • MIN. EMBEDMENT 1 � / 1, 1 �� r • , , DETAIL K 1 1 2" Q 38" 1 MINN ) ) V VARI S � 2 90 . .290 \ Q (1) REQ'D PER END POST � / , � , O KEY SLOT D .312" ( KEY SLOT D 312 U DETAIL ( (1) REQ D PER INTERMEDIATE POST • • r 1AA E END POST I INTERMEDIATE POST � � j FOOT PLATE � � 3 A ANCHOR 5 j DOUBLE RIVET BEAM G GENERAL CONFIGURATIONS 5/8" TH K. V ATTACH W/ 1/4"0 BOLTS O ATTACH WITH 1 1/2" i i ( O 0 0 ), 5 1 �/8 0 5 3/32" U 2 11/16" VARIES 2 ; © © U VA I 3 /4" x 14 GA. F.S. d C 7 1 2 2' l ���tr 1 1 2" I I i1,�i� 1 l������ �■� � O 7 d d d < d d 4 I 4 4 O i 0 36" & 48" Q Ti � 11 a a � • MI � , V ,, �i � VARI S d 4 t_� i i J I I I Q I 3 3/32" . . d I 1/2" E a t ,.6_) PARTICLE BOARD SHELF - -BRACE \ \ 8 j A ANTI -TIP TRACK � �9 j S STANDARD TRACK j j A ANTI -TIP BLOCK V VIEW "A -A" r O af TYPE 120 " - FIXED MOBILE CARRIAGE o o : :ft A � i 8" & 48" i i 18" & 30" 4 4811 30" M n 4830 F 4830 F 3630 F 3bO P 10' 10' 10' 1O' 1% EXISTING FLOOR SLAB SHALL BE LEVEL, WITH MAXIMUM ALLOWABLE SLOPE OF 1/8" PER 10 FEET. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND LEVEL AS REQUIRED. 2. G.C. TO LEVEL EXISTING FLOOR AT CASHWRAP/BACKWRAP AREA USING LATEX LEVELING COMPOUND. TAPER EDGES DOWN TO TOP OF FLOOR SLAB (1/18" PER FOOT MAXIMUM TAPER). FLOORING TO CONTINUE UNDERNEATH CASHWRAP & BACKWRAP. 3. FIRE ALARM /STROBE - AUDIO/VISUAL ALARM SYSTEMS WALL COMPLY WITH ADA REQUIREMENTS. MOUNT /SUSPEND ALARM SO AS NOT TO INTERFERE WITH DISPLAY FIXTURES. CONSTRUCTION PLAN NOTES CONSTRUCTION PLAN 9 1/2" 24' -3 7/8" 4" 10' -1 3/4" 5' -6 1 4" g" 1 1111111111111111111 ������E' :tea! zi /411 / /1/r;' /.Y/ r 'l.J i/. f; '11 Chi I I II 111111 51' -7 3 8" ADJACENT TENANT (N.I�C.) 101(M 12" MIN. NON -SALES MIN NON- RATED =. CORRIDOR 4' -11 1/2" 14' - 3/8" LL TO LL 12' - 1/4" Q. FOCAL WALL & FLOOR OUTLETS UNIT 1 UNIT 1 FOCAL 7 3/4" HOLD 0; FOCAL WALL & FLOOR OUTLETS UNIT 1 UNIT 1 ALIGN -0 1/8" Q. 7' -3 3/4" 7 3/4" UNIT 1 ■ � III � I�I � j � � ►� j / /:.ci ,15.7i =Kr/ , Za- ..,:4�a/...i//..:a:oC s �s a /�� / ,/a / /:a,,z�i-ss�ri ,z>i ,z: UN T 1 3' -8 3 4" Q HOLD 5 1/2" ■I- IV I a / /,._i:,z_% -Zap ,za-z...s:=z,_/zz�izz: PROCESSING AREA NON -SALES =MEI = = - - = : imam, my PAI,- DEMO 3' - 1/2" Q HOLD 5' -3 1/2" 29' -1 1/2" FOCAL WALL & FLOOR OUTLET UNIT 1 UNIT 1 7'- 3 4" HILD UNIT 1 1' -10 1/4" UNIT I UNIT 1 1 1.01.1 1 .1 1 11 / II w ill RIB MALL COMMONS MIN. F.D. A•; 5 MALL SERVICE CORRIDOR (N.I.C. 24' -0" 24' -0 1 2" LL TO LL 8' -9 5/8" 24' -0" 97' -6 1/2" LEASE UNE TO LEASE UNE LEASE UNE TO LEASE UNE 24' -0" 71' -7 3/4' 24' -0" START POINT FOR LAYOUT ■ 2' -8" LL TO POP - OUT LL 2' 10 !/4" RECEIVED AUG 22 2008 PERMIT CENTER 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 04/25/08 SW CJ MJ CONSTRUCTION PLAN DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: DRAWING NUMBER. SHELVING LEGEND FIXED SHELVING MOBILE SHELVING SIZE OF SHELVING FIXED OR MOBILE ' - SHELVING HEIGHT SIZE OF SHELVING FIXED OR MOBILE SHELVING HEIGHT DEMOLITION E _ _ ] (EXTENT OF DEMOLITION): REFER TO DEMOLITION PLAN. DEMISING EXISTING DEMISING WALLS: C.C. TO REPAIR OR REPLACE 5/8" GYPSUM BOARD TYPE 'X' IF REQUIRED TO MAINTAIN FIRE RATING (U.L #U419). SEE NOTE ON CONSTRUCTION PLAN FOR EXISTING CONSTRUCTION, AND REQUIRED FIRE RATING. NEW 1 -HOUR RATED DEMICIN • WA I • 8" METAL STUD BY LANDLORD CENTERED ON LEASE UNE. (1) LAYER 5/8" TYPE 'X' GYP. BD. TIGHT TO DECK ON TENANT SIDE ONLY. GYP. BD. ON OTHER SIDE OF WALL BY ADJACENT TENANT. (U.L. /U485) SEE C/Al2.1 INTERIOR PARTITIONS SEE SHEETS A10.1, A10.2 & Al2.1 FOR PARTITION DETAILS 11111111111 ■■■ SEE STRUCTURAL DRAWINGS FOR STOREFRONT AND PLATFORM FRAMING. ALL METAL STUDS SHALL BE 20 GAGE MINIMUM, UNLESS NOTED. HEAVY DASHED LINE THROUGH HATCH: C C C DENOTES 18 GAGE STUDS REQUIRED. NEW FIRE RATED WALL (TIGHT TO STRUCTURE/DECK): ONE HOUR FIRE RATED INTERIOR PARTITION, 3 5/8" METAL STUDS 0 18" O.C. MAX. WITH 5/8" TYPE 'X' GYPSUM BOARD ON BOTH SIDES. EXTEND GYPSUM BOARD TIGHT TO STRUCTURE/DECK ABOVE. (U.L #11419.) SEE C/Al2.1 NEW PARTITION WALL (CABINETS): (1) LAYER 5/8" GYPSUM BOARD ONE SIDE OF 3 5/8" METAL STUDS 0 18" O.C. WITH 18 GA. STUD BLOCKING. SEE DETAIL B/A10.1 NEW PARTITION WALL (CABINETS): (1) LAYER 5/8" GYPSUM BOARD ONE SIDE OF WALL STANDARDS. SEE DRAWING A10.2 FOR WALL STANDARD DETAILS. NEW PARTITION WALL (1) LAYER 5/8" GYPSUM BOARD EACH SIDE OF 3 5/8" METAL STUDS 0 18" O.C. INSTALL GYP. BD. ON ONE SIDE ONLY AT BACK TO BACK OR AT PERIMETER WALL CONDITIONS. SEE DETAIL A,B,D /Al2.1 &Why, .••- • - I.,. AT RESTROOM /SALES WALL: 3 5/8" METAL STUDS (8" AT PLUMBING WALL) 0 18" O.C. ' . ." GYPSUM BOARD ON BOTH SIDES (WHEN APPLICABLE, REPLACE 5 8" 0 :. 5/8" CONCRETE BACKERBOARD ON RESTROO AVE SPECIFIED CERAMIC TILE FINI':. " 3 1/2' FRICTION FIT BATT INSULATION AT RESTROOM /SALES WALL FOR v 42 OR BETTER. RUN INSULATION FROM FLOOR SLAB TO TOP OF PLATFORM. SEE STRUCTURAL DRAWI (1) LAYER 5/8" GYP. BOARD EACH SIDE OF 8" METAL STUDS 0 18" O.C. COLUMN NOTES: GENERAL CONTRACTOR TO WRAP ALL STRUCTURAL MALL COLUMNS WITHIN LEASED SPACE WITH 5/8" GYPSUM BOARD TYPE 'X' FIRE -RATED ENCLOSURE TO OBTAIN REQUIRED RATING AS ESTABLISHED BY STATE AND LOCAL CODES AND /OR BY LANDLORD. COLUMNS ARE TO BE WRAPPED AS TIGHT AS POSSIBLE TO MAINTAIN A MINIMUM SIZE ENCLOSURE, UNLESS NOTED OTHERWISE ON DRAWINGS. GENERAL CONTRACTOR TO CONFIRM ACTUAL FIELD CONDITIONS, AND COMPLY WITH INDICATED INSTRUCTIONS. EXISTING DEMISING WALLS TIGHT TO DECK: • REPAIR DRYWALL SURFACES TO UKE NEW CONDITION. EXISTING DEMISING WALLS SHORT OF DECK: • INSTALL ADDITIONAL METAL FRAMING AND DRYWALL AS REQUIRED TO COMPLETE DEMISING WALL TIGHT TO DECK. EXISTING DEMISING WALLS SHORT OF DECK: REQUIRED DUE TO COMMON HVAC PLENUM AND APPROVED BY BUILDING DEPARTMENT: • INSTALL 1 "x2" WIRE MESH SECURITY SCREEN FROM TOP OF PARTITION TIGHT TO DECK ABOVE - C.C. MUST ADVISE OWNER'S CONSTRUCTION MANAGER OF ACTUAL FIELD CONDITIONS IN ORDER TO OBTAIN SPECIFIC INSTALLATION INSTRUCTIONS. PARTITION LEGEND 0 LEASE LINE ® (E) DEMISING WALL 0 LINE OF ROLLING GRILLE ® POP -OUT LEASE LINE 50 LINE OF BULKHEAD ABOVE, SHOWN DASHED © (N) NEUTRAL PIER BY TENANT ® DISPLAY AREA WINDOW 90 LINE OF CANOPY ABOVE, SHOWN DASHED • STOREFRONT SIGNAGE ABOVE • °LADE CIGN © TIFFANY DOXC6 0 DISPLAY AREA COUNTERTOP DISPLAY AREA WOOD TRIM ® WALL OUTLET AT DISPLAY WINDOW, REFER TO STOREFRONT SECTIONS FOR OUTLET HEIGHT - SEE DETAIL C/A08.2 • FLOOR OUTLETS - SEE ELECTRICAL DRAWINGS L /E04.2 • MOP HOLDER / HOSE HOLDER. REFER TO A/A13.1 ® LEVEL EXISTING FLOOR AT CASHWRAP /BACKWRAP AREA CASHWRAP, SEE A11.2 AND ELECTRICAL DRAWINGS DEMONSTRATION SINK AND COUNTERTOP, SEE A10.4 EJECTOR rUMr T'OR DEMONSTRATION CINK, SCE mu DRAWINCC • INSTALL WATER- RESISTANT GYP. BD. AT DEMO SINKS & TOILET ROOM WALLS, TYP. INSTALL WATERPROOF MEMBRANE UP TO 6" A.F.F. ON TOILET ROOM WALL PRIOR TO FINISH INSTALLATION. PASS -THRU PORTAL ABOVE, SHOWN DASHED ELECTRICAL PANELS - SEE ELECTRICAL DRAWINGS. INSTALL PLYWOOD ON FACE OF WALL FURRING AS REQUIRED FOR BACKING. DASHED LINE INDICATES MIN. CLEAR FLOOR SPACE REQ'D IN FRONT OF PANELS. O OWNER curruco CADINET INCTALLCD DY G.C.. RC("CR TO A13.1 ® (6) INDIVIDUAL HOOKS MOUNTED ON BACK OF NON -SALES DOOR © PLYWOOD SHELVING ABOVE TOILET & MOPSINK IN NON PUBLIC RESTROOM. SEE A/A13.1 FOR MORE INFORMATION. PROVIDE AS MUCH SHELVING AS POSSIBLE. LENGTH OF SHELVING AS SHOWN ON PLAN. ® SALES/NON -SALES WALL: FULL - HEIGHT GYP. BD. AT NON -SALES SIDE ONLY. REFER TO DETAIL B/Al2.1 ® LEDGE FRAMING ABOVE TOILET ROOM. SEE DETAILS H/Al2.1 AND K/A13.1. SEE STRUCTURAL DRAWINGS CONSTRUCTION PLAN KEYNOTES FIXED SHELVING UNITS - ANCHOR TO FLOOR AND SECURE TO WALL. REFER TO SHELVING LEGEND FOR SHELF SPACING. REFER TO A /A14.1 FOR DETAILS. 0 MOVABLE SHELVING UNIT. REFER TO J /A14.1. LEVEL FLOOR BENEATH UNITS USING SELF - LEVELING CONCRETE TOPPING. ALLOWABLE TOLERANCE IS 1/8" PER 10 FEET. FLOOR MOUNTED TRACK. REFER TO MANUFACTURER'S INSTALLATION GUIDE FOR MORE INFORMATION. G.C. TO PROVIDE (2) STANDARDS WITH (3) SHELVES ON WALL ABOVE MICROWAVE/ REFRIGERATOR. SEE DETAIL B/A14.2 IN STORES WITH CCTV THE MONITOR & DVD WILL BE LOCATED HERE. MINIMUM DEPTH OF SHELVING AT MICRO /FRIDGE TO BE 18 ". LEAVE BOTTOM (2) SHELVES OUT OF FIXED SHELVING UNIT FOR LOCATING MOBILE MARKETING CART PERIMETER SHELVING WITH WALL - MOUNTED STANDARDS. SEE B/A14.1 .r. .1 MOP SINK 48" H METAL CORNER GUARD AT NON -SALES AREA. BEGIN C 1/2" A.F.F. OVER BASE. PLAN TUBE HOLDER MOUNTED UNDER PHONE / DATA BOARD, SEE DETAIL F/A14.2 MUSIC CONTROL SYSTEM - SEE ELECTRICAL DRAWINGS MANAGER'S WORKSTATION WITH COMPUTER, SEE DETAIL A/A14.2 BULLETIN BOARD: G.C. TO INSTALL 36 "x48" BOARD PROVIDED BY OWNER. MOUNT BOTTOM OF BOARD AT 36" A.F.F. ® EMPLOYEE LOCKERS, SEE DETAIL J/A14.2 ® INSTALL FLIP -UP LEDGE AT 30" A.F.F. TO SHELVING UNIT FOR BREAK TABLE ® PEDESTRIAN PLAQUE. REFER TO A /A08.2 ® INSTALL FLIP -UP LEDGE AT 48" A.F.F. TO SHELVING UNIT FOR PROCESSING _,TALL OUTLET ON WALL. SCE CLCO. 18" WIDE x 12" HIGH PLYWOOD MOUNTED TO WALL FOR PHONE AND DATA EQUIPMENT. (E) FIRE ALARM PANEL SAFE - MOUNT TIGHT TO FILING CABINET AT MANAGER'S DESK WITH FACE OF SAFE FLUSH WITH FACE OF FILING CABINET. INSTALL PER DETAIL L/A14.2 • G.C. TO INSTALL 18 GA SHEET METAL WITHIN 2' -0" OF THE HANDLE SIDE OF SERVICE DOOR ON STORE SIDE ONLY. SEE DETAIL K/A14.2 50 OUTLET AT CEILING. REFER TO STOREFRONT SECTIONS FOR LOCATION. ® FUTURE MICROWAVE/ REFRIGERATOR BY OTHERS. PROVIDE POWER. REFER TO MEP DRAWINGS. ® WALL CONTAINING DRAIN LINE FOR DEMO SINK WITH MODIFIED FRAMING. SEE DETAIL F/A10.4 ® G.C. TO REFINISH (E) GYP. BD. V /ALL TO NEW CONDITION. #29558 k;1;1111.0 : I OI F ° 01.. r linirmait Eik 72 .. Z i4, 7 *, 1