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HomeMy WebLinkAboutPermit D10-237 - PERFORMANCE BICYCLES - RACKSPERFORMANCE BICYCLES 351 STRANDER BL D1O-237 City Af u kwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 2623049064 Address: 351 STRANDER BL TUKW Suite No: Project Name: PERFORMANCE BICYCLES DEVELOPMENT PERMIT Permit Number: D 10 -237 Issue Date: 09/01/2010 Permit Expires On: 02/28/2011 Owner: Name: REGENCY CENTERS LP Address: C/O PROPERTY TAX DEPT , PO BOX 790830 78279 Contact Person: Name: MICK WEBER Address: 10328 ELLIOT RD , SNOHOMISH WA 98296 Contractor: Name: ARCON BUILDERS LLC Address: PO BOX 273 , ISSAQUAH WA 98027 Contractor License No: ARCONL *981D2 Phone: 206 890 -0184 Phone: 425 - 894 -8420 Expiration Date: 03/22/2012 DESCRIPTION OF WORK: INSTALLATION OF RACKING FOR SELLING OF BICYCLES AND OTHER GOODS Value of Construction: $0.00 Fees Collected: $569.80 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 0019 * *continued on next page ** doc: IBC -10/06 D10 -237 Printed: 09 -01 -2010 City oft ukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D10 -237 Issue Date: 09/01/2010 Permit Expires On: 02/28/2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: End Time: Fill 0 c.y. 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: Permit Center Authorized Signature: N Date: Oetol � Vo I hereby certify that I have read and e ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied ' whether specified herein or not. The granting of this permit d : - s not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perform . e of work. I am authorized to sign and obtain this development permit. Signature: Print Name: ft 71 ice tve Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D10-237 Printed: 09 -01 -2010 wq City of Tukwila �y 2 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ho://www.ci.tukwila.wa.us Parcel No.: 2623049064 Address: Suite No: Tenant: 351 STRANDER BL TUKW PERFORMANCE BICYCLES • PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D10-237 ISSUED 09/01/2010 09/01/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: 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. 5: 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. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 7: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. * *continued on next page ** doc: Cond -10106 D10 -237 Printed: 09 -01 -2010 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: hto://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 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 construction or the performance of work. Signature: Print Name: /741C Date: 9 lU ordinances governing or local laws regulating doc: Cond-10/06 010 -237 Printed: 09 -01 -2010 CITY OF TUKW� Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us Building PernikTo. Mechanical Permit No. Plumbing/Gas Permit No. . Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: Site Address:. r" S/ R A- n c& e B/ v c Tenant Name: P'e.4 To '4109 C P Q) C Y C le__ Property Owners Name: Mailing Address: I. U. 8 d X 77 Of-3.' Suite Number: Floor: New Tenant: Er Yes -e n ❑..No L City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Pit t c we b ec Mailing Address: /0 v Q' / /to YS/ Rd Day Telephone: 20 (v - g 9C - % ir .3,2c) 46. $'29C.., City State Zip E -Mail Address: Fax Number: GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Arco e ..1 MA. ..s Mailing Address: ?• b , 6o . 2 7 ] S 3,4 . Contact Person: 3() n R (c. A/ree S Day Telephone: gads T gq' E -Mail Address: Fax Number: Contractor Registration Number: Ar co far 9s. 1 1) Z Expiration Date: 3- Z 2- -.2 C) / 2 449 - y $O 2 7 City State Zip ARCHITECT OF RECORD - All plans must be stamped by Architect of Record Company Name: TA - Pt 1'91 ri t e , i�'tQ �-� T P c%/1S Ps Mailing Address: % 13 L el4 ''J t4J 4 N• f .. Red ^+o etc/ w4. 7g a City State Zip Contact Person: Day Telephone: E -Mail Address: %h ft, 1 Q cl r t 4 4 I'l'l t tp• • CO ##.• Fax Number: ENGINEER OF RECORD - All plans must be stamped by Engineer of Record Company Name: 5e. 1 Z/11 i s >t' r n z Q r 1 A cj 1 Z r1 C , Mailing Address: /tot A 1 / � ST r e�fi �b ow A Contact Person: J A 1 E. rpt i -e e- I'. E -Mail Address: H:\Applications\Foona- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh C4 /-F'. 7/ 7 G g City State Zip Day Telephone: 701- ve-oll, q Fax Number: ! U9 viv I - 0% / ' l Page 1 of 6 BUILDING PERMIT INFORMATIIO— 206 - 431 -3670 • Valuation of Project (contractor's bid price): $ --S Existing Building Valuation: $ Scope of Work (please provide detailed information): 'PrO0 1 .Q SpA C e 'F eV se % i1,197 C4 8)c y c /es i4rt d o /A -714-4 jI s 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 [2l No If "yes ", explain: FIRE PROTECTION/HAZARDO S MATERIALS: (2 Sprinklers Q" Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes [Q--v 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. 11:1Applications\Forms- Applications On Line12010 Applications17 -2010 - Permit Apptication.doc Revised: 7.2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor l, x'3 ' a-rn,� UI� M 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes [2l No If "yes ", explain: FIRE PROTECTION/HAZARDO S MATERIALS: (2 Sprinklers Q" Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes [Q--v 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. 11:1Applications\Forms- Applications On Line12010 Applications17 -2010 - Permit Apptication.doc Revised: 7.2010 bh Page 2 of 6 PUBLIC WORKS PERMIT INFOIDATION — 206 - 433 -0179 • Scope of Work (please provide detailed information): Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ...Water District #125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑,..Valley View ❑ ...Sewer Availability Provided ❑... Highline 0... Renton ❑ ... Renton .0... Seattle 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. Submitted with Application (mark boxes which applv): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond ❑... Insurance ❑... Easement(s) Proposed Activities (mark boxes that apply): ❑ .. Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - No Disturbance ❑ .. Construction/Excavation /Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards 0... Geotechnical Report 0... Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0... Right-of-way Use - Profit for less than 72 hours 0... Right -of -way Use — Potential Disturbance 0... Work in Flood Zone 0... Storm Drainage ❑ .. Sanitary Side Sewer 0... Abandon Septic Tank 0... Grease Interceptor ❑ .. Cap or Remove Utilities 0... Curb Cut ❑... Channelization ❑ .. Frontage Improvements 0... Pavement Cut 0... Trench Excavation ❑ .. Traffic Control 0... Looped Fire Line 0... Utility Undergrounding ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Permanent Water Meter Size.. ❑ .. Temporary Water Meter Size . ❑ .. Water Only Meter Size ❑ .. Sewer Main Extension Public ❑ ❑ .. Water Main Extension Public ❑ If WO # WO # WO # Private ❑ Private ❑ ❑ .. Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 3 of 6 MECHANICAL PERMIT INFORM N — 206 - 431 -3670 • MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (plea ,se provide detailed information): Use: Residential: New.... ❑ Replacement.... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas.... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind H:1Applications\Forms- Applications On Line12010 Applications17 -2010 - Permit Application doc Revised: 7 -2010 bh Page 4 of 6 PLUMBING AND GAS PIPING PERMMNFORMATION — 206 -431 -3670 • PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'1 Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets/outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:\Applications\Forms- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 5 of 6 IDate Application Accepted: PERMIT APPLICATION NOTES — Wlicable to all permits in this application W 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 ERO3 A TH I ' f ED AGENT: Signature: Print Name: Date: ( Day Telephone: Mailing Address: City State Zip Date Application Expires: Staff Initials: H:Wpplications\Forms- Applications On Line\2010 Applications17 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 6 of 6 City Tukwila Permit Center 6300 Southcenter Boulevard, Suite, 100 Tukwila, WA 98188 (206 431 -3670) • Application # ) \O— 2'j1 ALTERNATE PLAN SUBMITTAL AUTHORIZATION FOR LIMITED SCOPE OF WORK I.B.C.& I.R.C. Section 104.1 Project name ?-MMCJ CA,C Address J��,�'� faL Description of work Related reference number f 10-1.0 1710 - 110 ) Ali. The above project permit applicant, due to the limited scope of work is authorized to submit reduced plan requirements described below. 1. Complete permit application required: (Note, all application must include; 1) property assessor number, 2) copy of contractors license or completed owner waiver form.) Building Mechanical Other 2. Minimum plan and /or specification requirement: Site plan Floor plan ✓ Elevations Foundation Cross sections Roof plan W.S.E.C. Compliance Narrative =Q_it� Structural calculations (stamped by Washington State licensed engineer) ✓ Specific required information cifTeV 4 •/ 3. Other special instructions: �� �TYI.ti1�lD� Authorization by, TBD36/96 -form 12 Date a% (Authorization void 30 days - er he da e issued.) 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.: 2623049064 Permit Number: D10-237 Address: 351 STRANDER BL TUKW Status: APPROVED Suite No: Applied Date: 09/01/2010 Applicant: PERFORMANCE BICYCLES Issue Date: Receipt No.: R10 -01727 Initials: User ID: Payee: JEM 1165 Payment Amount: $569.80 Payment Date: 09/01/2010 10:17 AM Balance: $0.00 WEBER CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 091720 ACCOUNT ITEM LIST: Description 569.80 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 565.30 640.237.114 4.50 Total: $569.80 PAYMENT RECEIVED doc: Receiot -06 Printed: 09 -01 -2010 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT TY OF 1UKWILA BUILDING DIVISION .6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451.. Prgect:',..... 0 .J- .n.)• rA4.4.A.c,e,_ (-). ik-ef Typef Inspectiory .s1-41.. ..- 1 i--; A, .1%A-A 47"'t I Oc A, A Address: Date Cailsk ,,F4.6„..A.A. ttiL6 pecial Instructions: 64 3 vpri< k ... u --_,-- '. IVII*4C - I ,. 0( .,... .r. 1 0 le Date Wanted: /tin-- I 6 --1 -6.3 __: R. ueq ester: , t ni _one No: l_Ailk '•-• VI 0 — t° ( alet Approved per.applicablecodes. El.Correct ons required i ptiorto approval. •. 'COMMENTS: fsk p(erf Fi REINSPECTION FEE REQUIRED. ior o next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. :•••1.-,102h vaiwecr r- . reig •,Irm■Mos aztpmVermriX,Macr-1.4.mverigripez.,..ii... • ..*E1., INSPECTION RECORD j, . Retain a copy with permit PERMIT NtO py p CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvdss #100, Tukwila. WA 98188 ' (206) 431 =3670 Permit Inspection Request Line (206) 431 - 2451 4f INSPECTION NO. Project:' $ n,21 iii Type of Inspec t�'. Aress: f Prix D(J Date Called: Special Instructions: / in) Per M+ tJ P Date Wanted: r ........par a.m. Requester: 4 _- Phone No: Approved per applicable codes. orrections required prior to approval. /Qt COMMENTS: j• z f 14 ( s' yA bin tA1-4( I 251-1r i+ - c ` A r v ANA 7 Aeec p4 L ( Z eLs ei e; a `' A er_ pr ,t f— Inspect - - Date: . REINSPECTION FEE REQUIRE11:1Prioir to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. •,'fir." ydiniaeT ,OVA 4... •T• • .7- •. • .. r.v' • • mYrer.,- • ...fir! • •— •e;.v1r- • 7 .... I _ OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing PROPRIETARY ANCHOR MECHANICAL INSPECTION REPORT Job Number: 10 -0499 Project: Performance Bicycle Address: 351 Strander Blvd, Tukwila Inspector: Marcus Mathews Report Number: 121534 Permit Number: D10 -237 Client: Arcon Builders, LLC Address: 5150 Village Park Drive SE, Suite 107, Bellevue WA 98006 Date: 9/29/2010 Description /Location: South and west walls in showroom along with south service wall area. Intended Use: Tying bike rack to slab Building Code & Year: Per engineer detail. Reference Standard(s) Used: Copies to: Client Engineer Owner X Contractor Architect X Building Dept. Others Comments Technical Responsibility: Conforms X Does Not Conform •' at -r . ! .'en, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -87 -01 (Rev 7/09) Anchor Type: • Expansion • Screw • Sleeve • Drop In Anchor Size & Quantity: 3/8" thru -bolts - A307 (49) ESR Number: Anchor Manufacturer: Hole Diameter: 1/2" Hole Depth: 3" Required Embedment: 3" Anchor Length: 3 1/2" Concrete Thickness: 3" Concrete Strength: Base Material: @ Normal Weight Concrete • Light Weight Concrete • CMU • Brick • Composite Deck Hole Cleaning: ►1 Compressed Air • Hand Pump @ Other: Brushed Drill Bit (ANSI B212.15): A Yes • No ORA Torque Wrench ID: Torque: ft-Ibs Weather: Clear Ambient Temperature: Per engineer detail. Reference Standard(s) Used: Copies to: Client Engineer Owner X Contractor Architect X Building Dept. Others Comments Technical Responsibility: Conforms X Does Not Conform •' at -r . ! .'en, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -87 -01 (Rev 7/09) 1 k OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing PROPRIETARY ANCHOR MECHANICAL INSPECTION REPORT Job Number: 10 -0499 Report Number: 121535 Permit Number: D10 -237 Project: Performance Bicycle Client: Arcon Builders, LLC Address: 351 Strander Blvd, Tukwila Address: 5150 Village Park Drive SE, Suite 107, Bellevue WA Inspector: Marcus Mathews Description /Location: South wall in showroom Intended Use: Tying bike rack to slab 98006 Date: 9/29/2010 Building Code & Year: Reference Standard(s) Used: Copies to: Client Engineer Owner X Contractor Architect X Building Dept. Others Comments Technical Responsibility: Conforms X Does Not Conform er C. H- sen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -87 -01 (Rev 7/09) Anchor Size & Quantity: 3/8" lag bolts (19) Anchor Type: • Expansion • Screw • Sleeve • Drop In ESR Number: Anchor Manufacturer: Hole Diameter: 1/2" Hole Depth: 6 3/4" Required Embedment: 6 3/4" Anchor Length: 8" Concrete Thickness: 8" plus Concrete Strength: 4000 Base Material: ►/ Normal Weight Concrete • Light Weight Concrete • CMU • Brick • Composite Deck Hole Cleaning: .1 Compressed Air • Hand Pump 1/ Other: Brushed ORA Torque Wrench ID: Torque: ft-lbs Drill Bit (ANSI B212.15): // Yes • No Weather: Ambient Temperature: Reference Standard(s) Used: Copies to: Client Engineer Owner X Contractor Architect X Building Dept. Others Comments Technical Responsibility: Conforms X Does Not Conform er C. H- sen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -87 -01 (Rev 7/09) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing itS'Md013A3Q 1'NflWIAloo 01018 T 130 PROPRIETARY ANCHOR MECHANICAL INSPECTION REPORT Job Number: 10 -0499 Project: Performance Bicycle Address: 351 Strander Blvd, Tukwila Inspector. Anthony Allen Report Number: 117116 Permit Number: 010 -237 Client: Arcon Builders, LLC Address: 5150 Village Park Drive SE, Suite 107, Bellevue WA 98006 Date: 9/30/2010 Description /Location: On site to inspect the installation and tightening of the wedge anchors installed per detail 3 on 10.0831.A on the NW rack. Note: I received a letter from the engineer of record Andrew Martinez, Seizmic, Inc., stating that the use of the Red Head Trubolt in lieu of Hilti Kwik bolts would be acceptable. Intended Use: Building Code & Year: 2006 Reference Standard(s) Used: Copies to: Client Engineer Owner X Contractor Architect X Building Dept. Others Comments Technical Responsibility: Conforms X Does Not Conform // / . to C a' en, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -87 -01 (Rev 7/09) Anchor Size & Quantity: (4) 3/8" x 7" Anchor Type: ►5 Expansion • Screw • Sleeve • Drop In ESR Number: 2427 Anchor Manufacturer: ITW Red Head Trubolt+ Hole Diameter: 3/8" Hole Depth: 5" Required Embedment: 2" Anchor Length: 7" Concrete Thickness: 9" Concrete Strength: 2500 Base Material: ►Z4 Normal Weight Concrete • Light Weight Concrete • CMU • Brick • Composite Deck Hole Cleaning: ►Z4 Compressed Air • Hand Pump • Other: ORA Torque Wrench ID: 6053 Torque: 55 ft -Ibs Drill Bit (ANSI B212.15): r Yes • No Weather: Indoors Ambient Temperature: - Reference Standard(s) Used: Copies to: Client Engineer Owner X Contractor Architect X Building Dept. Others Comments Technical Responsibility: Conforms X Does Not Conform // / . to C a' en, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -87 -01 (Rev 7/09) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 117114 Project: Performance Bicycle Address: 351 Strander Blvd, Tukwila Client: Arcon Builders, LLC Permit Number: 0 '237 Job Number: 10 -0499 5150 Village Park Dr SE, Ste 107, Bellevue Client Address: OCT 0 7 2010' COMMUNA DEVELOPIn,LI f Inspections Performed Proprietary Anchors: Steel Decking Other (specify): • Anchor Bolt Installation X Structural Steel Fabrication • Epoxy Grouting (Rebar / Bolts) Structural Steel Erection Inspector and Date Remarks Anthony Allen 9/1/2010 The contractor installed Power Bull Anchors in lieu of the Hilti Kwik Bolt TZ anchor bolts specified:I spoke lwith"7the',engineer 4of re' ecord,(Andre y) and =he= told -me -that this ilj-.not�:be.,a eptableiThe �"a con tractor`wllrefeed "to replace °thelPower Bull Anchors with Hilti Kwik Bolt TZ anchor bolts per the City of Tukwila approved plans. Re- inspection of the installation of the correct bolts is required. Copies to: Client Owner Architect Engineer X Contractor X Building Dept. Others Technical Responsibility: er C HapfseYn, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -63 -02 (Rev 11/08) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 127634 Project: Performance Bicycle Address: 351 Strander Blvd, Tukwila Client: Arcon Builders, LLC Permit Number: D10 -237 Job Number: 10 -0499 5150 Village Park Dr SE, Ste 107, Bellevue Client Address: OCT 07 2010' COMMUN.11 DEVEL.,Oda.L.4T Inspections Performed Proprietary Anchors: Steel Decking Other (specify): • Anchor Bolt Installation X Structural Steel Fabrication • Epoxy Grouting (Rebar / Bolts) Structural Steel Erection Inspector and Date Remarks Anthony Allen 9/7/2010 Inspection canceled without notice. Copies to: Client Engineer Owner X Contractor Architect X Building Dept. Others Technical Responsibility: y'rq e C a Win, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -63 -02 (Rev 11/08) MATERIAL HANDLING ENGINEERING Est. 1985 TEL: (909) 869 -0989 FAX: (909) 869 -0981 STRUCTURAL ADDENDUM FOR PERFORMANCE BICYCLE #119 351 STRANDER BLVD. TUKWILA, WA 98188 Job# 10 -0831 9/20/2010 To whom it may concern, In regards to the above project, anchor details have been added to include two additional conditions; above grade anchorages into decking between joists and at joists. Please see the attached detail. Should there be any questions regarding the above responses, please feel free to contact me at (909) 869 -0989. Sincerely, Andrew Martinez, SEIZMIC, Inc. EXPIRES APR 1 2 2012 MATERIAL HANDLING ENGINEERING Tel: (909) 869 -0989 • FAX: (909)869 -0981 161 ATLANTIC AVENUE• POMONA, CA 91768 3/8" PERFORMANCE BICYCLE #119 STORAGE FIXTURE ANCHOR DETAIL JOB #10 -0831 7/16 "0 I I II I I i I I � I I Il 1111111111111111 �i 111111 1 111111111!1 it 11111111 38" FLOOR MOUNT /40 11 1 516" 1/8' (2) REQ'D PER BASE TUBE IN DECK muiri Am, (2) REQ'D .PER BASE TUBE AT JOISTS 1 5/16" CONCRETE FLOOR MOUNT I■I i„ i,,,VA Z�i PLYWOOD CONCRETE PLYWOOD 1111 1 ■1 FLOOR MOUNT IM 1�l 1u1 JOIST MIN. 1/2" PENETRATION INTO JOIST NOTE: FLOOR & FLOOR FRAMING MEMBERS ARE RESPONSIBILITY OF THE BLDG. ENGINEER AND ASSUMED TO BE ADEQUATE. r. •. L u• r, 4. OTTO ROSENAU & ASSOCIATES, INC. PROPRIETARY ANCHOR MECHANICAL INSPECTION REPORT 1' I d 1 1 6 960,Number: tCs • (---!-V'keN Permit Number: b.b Z3"4 Project: , ', Client: • • Address: Z mil, Sera.- Contractor: .eg er(C.)62 Inspector P a . Date 3 b t t� ....t .(,7V../ DESCRIPTION /LOCATION .. Cj•-.‘ .C.' ' k 4e, I•-t., it '..C.--.... 4' c_ C.l,..c.�6.. - a_ b C &c.A.e.. w� t ".,c c, ok,- ,c..t., yr "alcttCCQ. Qua -c.1'l - bv- 4b•b4S31•Gk C •4.‘"' tom' tom? . .._ Pc' t I -r Intended Use: Building Code & Year: . �Clr?C� ii ° . - ? ",. • .',•, � ' s,.' .. • `:r -'.. `::''tom ,. *:� ;u ... ii; In Anchor Size &aQuantity: V"4,) ,+ a Anchor Type: [expansion • Screw • Sleeve ■rop •ESR Ntumber: Anchor Manufacturer: Hole Diameter: 3 /� Hole Depth: J�� Required Embedment:,' �� Anchor Length: -D �, Concrete Thickness: , . f Concrete Strength: ' , ,Base Material: gilormal Weight Concrete 2s(,o, • Light Weight Concrete • CMU • Brick "' • Composite Deck Hole Cleaning: Dmpressed Air • Hand Pump • Other: tZa ORA Torque Wrench ID: -• Torque: ft-Ibs Drill Bit (ANSI B212.15): I es • No Weather r• t�oVS 3 SS Ambient Temperature: . CQ�t, . , 5 S ,.:.: . ... ,,.: "COMMENTS ••S`� .. . . "C>0 ‘., cc, - -, C. ^�‘ -tee ei O. t� • rpv e,.....1 -Pro .,.. k...,ArP LA,) (.44. Q, e4 '.,p Z (_,,., {i r. .2. 0._, : L.w. ' G c44..4 wry - k,,_,_. ' O '— et -c.-4 oe Cov. \(Q. u C'e ei!t kke.o' Q4-, .. .4'.' 1 ';t tc LA , ; K ( I- l c o o C + ,. a U"',"1-‘' t a-•- . Reference'Sta.ndard(s) Used:.: : Conforms, <D`oes.NotjConform' • Is this a re- inspection? ❑ No Q Yes - Original inspection date: i Inspected by: Start Time: • - Reviewed by: Finish Time: s This report applies only to the items tested or reported and is the exclusive property of Otto Rdsenau & Associates, Inc. Reproduction of this report, eXCgpt in full, without written permission from our firm is strictly prohibited. Page of 4 a• 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: INSP -87 -01 (Rev 07/09) OTTO ROSENAU & ASSOCIATES, INC. PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT 121534 Job Number: /0 -.,/get Permit Number:- Project: ( ftv^e a,. I L. ,ve_ ie. Client: Address: 3s-1 54-/-&-di 13 1.Id Contractor: Inspector: M ' , A/144 au 5, Date: 9—c9.?.- /0 •,:.: ‘ ,. , :DEstkipTioNtlookticNi - ' -*: .1`... - - • .•--;:-.- ' •-•:::- :.:.,* - -... So u It% t- to esi- (....y /1 IA 5 /AI,...) rco.-1 9 4 (....,1-4 5,3144i4 5pjvic e t-'?(( gef ci j Intended Use:-nemei 1,,,k 1,tk 10 ski.) Building Code & Year: -- Steel ..,..;:,: . ::: .. -:., . Thread ., ,, • ..- :..;.:,; . .1.:.., :':', .:2,,:..,";::-,,..4:',::::,••:: ':',.s:1 `-'. III Reinforcing ,: , • All Bar/Dowel Size & Quantity: Anchor Size & Quantity: Type of Steel (ASTM): 3/8 M'4' L 0 IA :117) Rebar Manufacturer: • A-36 DrA-325 • A-449 Egi Other: • Rebar Grade: • 40 • 60 • Other: Type of Bar: • A-615 • A-706 • A-775 • Other: Special Ductile Quality (SDQ): ‘.. • Yes • No ;.., ..'51 ,1:.,..-''. y2.` .,-;,' , „-`f...-r `3^.,..':<-f ,5'.:**,'. --:" ;:..'::".. •.,?zra.:'!:: f ,.71' .:,: !,*!: ,,,::(1:',. ..-",::;.:::::?... .•::t1:,.14,.;',':'? Anchor Length: 3 y? sk Hole Depth: 3" Required Embedment: 3" Hole Diameter: yd.. Concrete Thickness: 3" Concrete Strength: Base Material: ELNormal Weight Concrete Concrete • Light Weight • CMU • Brick • Composite Deck Hole Cleaning: j Compressed Other: Compressed Air PSI: Air • Hand Pump • No Hole Condition: 1,13 Dry Water Saturated Brushed: 7.4. Yes • • Damp • • Submerged Drill Bit (ANSI B212.15): El..Yes Approved Diamond Cored • No Hole: • Yes • No Adhesive Type: Expiration Date: ICC ESR #: Weather: a p At Ambient Temperature: Substrate Temperature: '..::':...-',':,,:' ',,,,::::,::`'*: ''.• i:, '; .,'''': .''''', '. ''‘,::, 'I! : e -, .%;,:;:,;.... .s,.. : ::, ; %,',IpM'...';''':.!, l' ....7- j ic'',:‘.,!;'';,;',' ! 4,-t:',.'' ‘(..7:', j'''''...;,' '4.'1". '',..Y..'; Ir',.—" ''':.;••••(:;.' :!!,::,;Sr,k''',`..q- ,:Z:." : ......„.: f( el, nPe r del-a? i FieferenCe*Stafiderd(s).Used.: , ,,Conforms ,. Does Not Conform Is this a re-inspection? Inspected by: Start Time: 0 Yes - Original inspection date: Finish Time: Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page of 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: INSP-86-01 (Rev 09/09) OTTO ROSENAU & ASSOCIATES, INC. PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT te 1 535 Job Number: / O , Owl i Permit Number: 'f.! ' -' - ' ':''-' ;- :. , ' ' ' .s'.,;: ' 1. f '' ' :1 r. ' ' - 4:-=' :' !:, ...• :,‘'..- - ''' :,,' -' '',:-.:'• ,,,!',, ' Project: , ifot,AAe- FS, L le- Client: 1 VC Address: 35-i sfri.,4 le 13 / iczd Contractor: / Inspector: AA vAilif 14,0 .7. ' :',,,:;,: ,,..,.:,,DESCR11710N/LOCATIO '•:-..,:..,61,,f.;,!.,'..,..-?i, .•,i,;1'..,,,....'•;,,i. \ .,:.'2,,,.•,' - --; : ,, :.:::,::,;=:,:::::::,-. 95 .444A ct ( w Intended Use 4p; ,p 6.1K.0 Pp I( i-r, .114b Building Code & Year: ''' '' '. ' !": ' ' :‘ .:-''• '.„'..-'': . !.• ' - ''''. '-'' t-7,-: • Reinforing Steel All Thread Bar/Dowel Size & Quantity: Anchor Size & Quantity: %el k.4 Type of Steel (ASTM): A-36 • Other: bo / /5 /1 Rebar Manufacturer: . !lb A-325 • A-449 Rebar Grade: • 40 • 60 • Other: Type of Bar: • A-615 • A-706 • A-775 • Other: Special Ductile Quality (SDQ): • Yes • No Anchor Length: II Hole Depth: (03/1/11 Required Embedment: (p 3/A1 " Hole Diameter: Concrete Thickness: 9 4- Concrete Strength: Base Material: Normal Weight Concrete • Light Weight Concrete • CMU • Brick • Composite Deck . Other: Compressed Air PSI: Hole Cleaning: II.Compressed Air • Hand Pump • Hole Condition: p Dry Water Saturated Brushed: NI,Yes • No • Damp • • Submerged Approved Diamond Cored Drill Bit (ANSI B212.15): n Yes • No Hole: • Yes • No Adhesive Type: Expiration Date: ICC ESR #: Weather: Ambient Temperature: Substrate Temperature: ."' .;.. ,,.....: 1A0';-.,',..11.,:.:!'..3e' :4',,,,..., .'! 't.4.. ',i',.'''.-11.41...i.-',. erq- -',,C,,' ' :.4%:V1,-...L.."..:;;..:,.i°":?.:1.::1`,' fA', 0 :"...;' ■.;' ; '' ae Standard(s) Used:" Referi3n t d - 6nfcirrn:S°. X -: ''!.."I:ineS Not 4..nfOrin' Is this a re-inspection? Inspected by: Start Time: Yes - Original inspection date: Finish Time: Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page ( of I 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: INSP-86-01 (Rev 09/09) SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1 9R5 STORAGE RACKS DRIVE -IN RACKS CANTILEVER RACKS MEZZANINES CONVEYORS CAROUSELS PUSHBACK RACKS RACKBUILDINGS STEEL SHELVING MOVABLE SHELVING STORAGE RACKS MODULAR OFFICES GONDOLAS BOOKSTACKS FLOW RACKS FOOTINGS SEISMIC ANALYSIS STRUCTURAL DESIGN CITY APPROVALS STATE APPROVALS PRODUCT TESTING FIELD INSPECTION SPECIAL FABRICATION PERMITTING SERVICES ALASKA ARIZONA CALIFORNIA COLORADO CONNECTICUT FLORIDA GEORGIA IDAHO ILLINOIS INDIANA KANSAS KENTUCKY MARYLAND MASSACHUSETTS MICHIGAN MINNESOTA MISSOURI MONTANA NEBRASKA NEVADA NEW JERSEY NEW MEXICO NORTH CAROLINA OHIO OKLAHOMA OREGON PENNSYLVANIA TENNESSEE TEXAS UTAH VIRGINIA WASHINGTON WISCONSIN REVIEWED FOR CODE COMPLIANCE APPROVED SEISMIC ANALYSIS OF STORAGE RACKS FOR 010 PERFORMANCE BICYCLE #119 351 STRANDER BLVD. TUKWILA, WA, 98188 Job No. 10 -0831 City of T „a ftJJ1LDINGD ISION P I 0 4-w iS1 161 ATLANTIC STREET * POMONA * CA 91768 * TEL: (909) 869 -0989 * FAX: (909) 869 -0981 MATERIAL HANDLING ENGINEERING TEL : (909)869 - 0989 FAX : (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE PERFORMANCE BICYCLE #119 PERFORMANCE BICYCLE 2 AM 7/26/2010 TABLE OF CONTENTS TABLE OF CONTENTS & SCOPE 2 PARAMETERS 3 COMPONENTS & SPECIFICATIONS 4 LOADS & DISTRIBUTION 6 LONGITUDINAL ANALYSIS 7 COLUMN — 8 BEAM 9 BEAM TO COLUMN 11 BRACING 12 OVERTURNING 13 BASE PLATE SLAB & SOIL 15 17.3/4 F 't,pccv__ ANAL `C'6 iS - - - - - - - - - - - - SCOPE: THIS ANALYSIS OF THE STORAGE SYSTEM IS TO DETERMINE ITS COMPLIANCE WITH THE APPROPRIATE BUILDING CODES WITH RESPECT TO STATIC AND SEISMIC FORCES. THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY, WITHOUT ANY FIELD WELDING. MATERIAL HANDLING ENGINEERING TEL : (909)869 - 0989 FAX : (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE PERFORMANCE BICYCLE #119 PERFORMANCE BICYCLE 3 AM 7/26/2010 THE STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS, WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN AND ADJACENT BAYS. THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYSED IN BOTH THE LONGITUDINAL AND TRANSVERSE DIRECTION. STABILITY IN THE LONGITUDINAL DIRECTION IS MAINTAINED BY THE BEAM TO COLUMN MOMENT RESISTING CONNECTIONS, WHILE BRACING ACTS IN THE TRANSVERSE DIRECTION. CONCEPTUAL DRAWING Some components may not be used or may vary. LEGEND 1. COLUMN 2. BEAM 3. BEAM TO COLUMN 4. BASE PLATE 5. HORIZONTAL BRACING 6. DIAGONAL BRACING 7. BACK TO BACK CONNECTOR TRIBUTARY AREA / 1 TRANSVERSE 1 1 LONGITUDINAL NOTE: ACTUAL CONFIGURATION SHOWN ON COMPONENTS & SPECIFICATIONS SHEET MATERIAL HANDLING ENGINEERING TEL : (909)869 - 0989 FAX : (909)869 - 0981 61 ATLANTIC STREET. POMONA. CA 91768 PROJECT PERFORMANCE BICYCLE #119 FOR PERFORMANCE BICYCLE SHEET NO. 4 CALCULATED BY AM DATE 7/26/2010 COMPONENTS & SPECIFICATIONS : TYPE S -01 ANALYSIS PER SECTION 2208 OF THE 2006 IBC SITE CLASS = D 1 LEVELS = 3 HI =39 in. H2 = 37 in. PANELS = 6 H3 =37 in. LIVE LOAD = 650 lbs. FRAME HEIGHT = 144 in. FRAME DEPTH = 36 in. BEAM LENGTH= 96 in. SEISMIC CATEGORY = E (Fa = 1, Ss =1.42) MANUFACTURER = INTERLAKE . T W3 \ WI =650 lbs. Y1 =20 in Y2 = 20 in Y3 =20 in Y4 = 20 in Y5 =20 in Y6 = 30 in W 2 W2 =650 lbs. W3 =650 lbs. Y6 H3 H H2 H1 \ i Y5 W 1 H is' Y4 `11..' Y3 _ Y2 Y1 ""1. l \ +--- /1/ COLUMN BEAM @ Level 1 CONNECTOR @ Level 1 OK 2A Steel = 55000 psi Stress =25% OK Intlk 260/2.625 "deepx2.75 "x0.07" Steel = 55000 psi Max Static Capacity = 2477 lb. Stress = 26% OK TWO PIN CONNECTOR Stress = 33% COLUMN BACKER BEAM @ Level 2+ CONNECTOR @ Level 2+ None Stress = OK Intlk 260/2.625 "deepx2.75 "x0.07" Max Static Capacity = 2477 Ib. Stress = 26% OK TWO PIN CONNECTOR Stress = 18% BRACING SLAB & SOIL HORIZONTAL OK C -STRUT Stress = 4% DIAGONAL OK C -STRUT Stress = 5% Slab = 5" X 2500 psi OK Soil Bearing Pressure = 1000 psf Slab Puncture Stress = 12% Slab Bending Stress = 3% BASE PLATE ANCHORS OK 7.75 in X 5 in X 0.375 in Steel = 36000 psi MBase = 0 in. Ib. Stress = 9% HILTI KWIK BOLT TZ 0.5 Dia. X 2 Min. Embd. OK Pullout Capacity = 970 lbs. Shear Capacity = 1050 lbs. No. Of Anchors = 1 per Base Plate Anchor Stress = 21% MATERIAL HANDLING ENGINEERING TEL : (909)869 - 0989 FAX : (909)869 - 0981 161 ATLANTIC STREET. POMONA. CA 91768 PROJECT PERFORMANCE BICYCLE #119 FOR PERFORMANCE BICYCLE SHEET NO. 5 CALCULATED BY AM DATE 7/26/2010 COMPONENTS & SPECIFICATIONS : TYPE S -05 ANALYSIS PER SECTION 2208 OF THE 2006 IBC SITE CLASS = D LEVELS = 3 HI =39 in. H2 =37 in. PANELS = 6 H3 = 37 in. LIVE LOAD = 650 Ibs. FRAME HEIGHT = 144 in. FRAME DEPTH = 36 in. BEAM LENGTH= 144 in. SEISMIC CATEGORY = E (Fa = 1, Ss = 1.42) MANUFACTURER = INTERLAKE W3 - \ WI =650 Ibs. - Y1 =20 in Y2 = 20 in Y3 =20 in Y4 = 20 in Y5 =20 in Y6 = 30 in W2 W 1 W2 =650 Ibs. W3 =650 Ibs. H Y6 `}� H3 H H2 H1 Y5 Y4 Y3 Y2 Y1 \ \ COLUMN BEAM @ Level 1 CONNECTOR @ Level 1 OK Intlk LU72 /3x3x14ga Steel = 55000 psi Stress =14% OK Intlk 260/2.625 "deepx2.75 "x0.07" Steel = 55000 psi Max Static Capacity = 957 Ib. Stress = 68% OK TWO PIN CONNECTOR Stress = 22% COLUMN BACKER BEAM @ Level 2+ CONNECTOR @ Level 2+ None Stress = OK Intlk 260/2.625 "deepx2.75 "x0.07" Max Static Capacity = 957 Ib. Stress = 68% OK TWO PIN CONNECTOR Stress = 12% BRACING SLAB & SOIL HORIZONTAL OK 2 X 1 1/4 X 16GA LC Stress = 3% DIAGONAL OK 2 X 1 1/4 X 16GA LC Stress = 4% Slab = 5" X 2500 psi OK Soil Bearing Pressure = 1000 psf Slab Puncture Stress = 12% Slab Bending Stress = 3% BASE PLATE ANCHORS OK 7.75 in X 5 in X 0.375 in Steel = 36000 psi MBase = 0 in. lb. Stress = 9% HILTI KWIK BOLT TZ 0.5 Dia. X 2 Min. Embd. OK Pullout Capacity = 970 lbs. Shear Capacity = 1050 lbs. No. Of Anchors = 1 per Base Plate Anchor Stress = 21% MATERIAL HANDLING ENGINEERING TEL : (909)869 - 0989 FAX : (909)869 - 0981 161 ATLANTIC STREET. POMONA. CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE PERFORMANCE BICYCLE #1 19 PERFORMANCE BICYCLE 6 AM 7/26/2010 LOADS AND DISTRIBUTION: TYPE S -01 E`" Fn Determines Seismic Base Shear per Section Chap 2208, of the 2006 IBC. EL5 F5 SITE CLASS: 0 Fa: 1.00 EL Number Of Levels: 3 Ss: 1.42 Eli wLL (Sum of live loads) : 1950 lbs le: 1.00 E`2 wDL (Sum of dead Toads): 300 lbs Rw (Longitudinal): 4.00 EL+ • Fa •—" F3 F2 FI TOTAL FRAME LOAD: 2250 lbs Rw (Transverse): 4.00 LONGTUDINAL DIRECTION 2 /3•Fa.s,•I„. •(((2 /3)•Wi.i.) +W „,,) vr,on�; TRANSVERSE DIRECTION _ 2 /3•Fa•s,•I�, •(((2 /3).W,,,.) +W,,,.) v� - R • 1.4 R. (2/3) X 1 X 1.42 X 1 X (((2/3)1950) + 300) / (4 X 1.4) //Long 270 lbs rans — R • 1.4 W (2/3) X 1 X 1.42 X 1 X (((2/3)1950) + 300) / (4 X 1.4) V%rans ' 270 lbs W.H. F; =V `E W;H; Levels hx LONGITUDINAL TRANSVERSE wx wxhx .f, wx wxhx f 1 2 3 39 76 113 750 750 750 29,250 57,000 84,750 46 90 134 750 750 750 29,250 57,000 84,750 46 90 134 171,000 270 lbs 171,000 270 lbs MATERIAL HANDLING ENGINEERING TEL : (909)869 - 0989 FAX : (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE PERFORMANCE BICYCLE #1 19 PERFORMANCE BICYCLE 7 AM 7/26/2010 LONGITUDINAL ANALYSIS: TYPE S -01 THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE COLUMNS ASSUMED AT MID - HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR CLOSER TO THE BASE. (OR AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT CARRY MOMENT). MUpper + Miower = MConn'R' + M(onn'L' MCOnn'R' = MConn'L' Moon • 2 = MUpper + Mi.ower _ MUpper + MLower M(:onn — 2 MLnds _ VLonR = 135 Ibs V Goi — 2 MBase = 0 in/lb Mvndti = 714 in/lb Mn -n Miff FRONT ELEVATION n LEVELS hi f AXIAL LOAD MOMENT Mconn 1 37 23 1,125 4,995 4,248 2 37 45 750 2,072 2,370 3 37 67 375 1 ,240 1 ,334 SAMPLE CALC. (VCoi • h,) — MBase = (135 Ibs X 37 in) - 0 in/lb = 4,995 in/lb MATERIAL HANDLING ENGINEERING TEL : (909)869 - 0989 FAX : (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE PERFORMANCE BICYCLE #119 PERFORMANCE BICYCLE 8 AM 7/26/2010 COLUMN ANALYSIS : TYPE S -01 ANALYZED PER AISI AND THE 2006 IBC. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. Axial P = 1125 lbs M = 4995 in/lb Kx • Lx — 1.2 X 37in / 1.168in Rx = 38 KY • Ly - 1 X 40in / 1.064in Ry = 37.6 F= e (k •/ )2 rMax Fy = 28 KSI 2 Since : Fe > Fy /2 II2E = 201.5 KSI F" = Fy (1 Fy 4•Fe = 51.2KSI Pn = Aeff • F" = 0.564 in ^2 X 51.2 KSI = 289031bs Pa = S2 — c = 28903 lbs / 1.92 = 15054 lbs -Max R = 38 = 55 KSI X [1 - 55 KSI / (4 X 201.4841KSI)] P Pa Flexure = 0.07 Since : P < 0.15 Check :P + Cmx • Mx < 1.33 Pa Pa Max • fix Myield = My = Sx • F3, = 0.515 In ^3 X 55000 PSI = 28325 in/lb M Max =—' S2f Iux = 28325 / 1.67 = 16961 in/lb = (3.14159) ^2 X 29500 KSI X 0.769 / (44.4i = 113575 lbs 1 1 1- 0c• P Pcr = (1 / (1 - (1.92 X 1125 lb / 113575 lb))) ^ -1 = 0.98 (1125 lb / 15054 lb) + (4995 in/lb / 16961 in/lb) = 0.33 < 1.33 (25 %) SECTION PROPERTIES A : 2.99 i B : 3.126 in C : t : 0.075 in Aeff : 0.564 in^ Ix : 0.769 in ^4 Sx : 0.515 in ^3 Rx :1.168 in Iy : 0.639 in ^4 Sy : 0.436 in ^3 Ry : 1.064 in Kx : 1.2 Lx : 37 in Ky :1 Ly : 40 in Fy : 55 KSI E : 29500 KSI S2c : 1.92 Q : 1.67 C x : 0.85 Cb : 1 MATERIAL HANDLING ENGINEERING TEL : (909)869 - 0989 FAX : (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT PERFORMANCE BICYCLE #119 FOR PERFORMANCE BICYCLE SHEET NO. 9 CALCULATED BY AM DATE 7/26/2010 BEAM ANALYSIS : TYPE S -01 BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE THE SYSTEM, ALTHOUGH IT DOES NOT PROVIDE FULL FIXITY. THUS, THE BEAMS WILL BE ANALYSED ASSUMING PARTIAL END FIXITY. FOR THE COMPUTATION OF BEAM TO COLUMN MOMENT CAPACITY, THE PARTIAL END FIXITY MOMENT OF THE BEAM WILL BE ADDED TO THE LONGITUDINAL FRAME MOMENT FOR THE ANALYSIS OF THE CONNECTION. EFFECTIVE MOMENT FOR PARTIALLY FIXED BEAM For a simply supported beam, the max moment at the center is given by WL 2 /8 . An assumption of partial fixity will decrease this maximum moment by the following method. Percentage of End Fixity = 25% O = 0.25 MCenter = MCenter(Simple ends) - 0 *MCenter(Fixed ends) Wl 2/8 _ (qs .wl 212)= 0.104•W12 Reduction Coefficient R = 0.104/0.125 = 0.833 MCenrer = f • W12 /8 =0.833 •W/2/8 MEnds = 0 • MMax (FixedEnds) = W12/12. 0.25 = 0.0208 • W12 Mends (fixed) Mcenter(simple) Mcenter (find) „u II iii i1�li1ll� III III h!I'!1�� �I II; ■I!'I1 II� III `Itllllllil� -L ... EFFECTIVE DEFLECTION FOR PARTIALLY FIXED BEAM For a simply supported beam, the max deflection at the center is given by5wr 7384 El An assumption of partial fixity will decrease this maximum deflection by the following method. Amax = fi LiveLoad / Iv1= 650 lbs 5W14 384•E•Ix DeadLoad /lvl .41b /ft X 2 X (96/12) = 64 lbs A/c enter = 0.104* yv/2 MEnds = 0.0208* Wl2 =3570 in/lb = 714 in/lb Fn = 0.6 • Fy = 33000 PSI FB1 = 33000 PSI L TYPICAL BEAM FRONT VIEW MATERIAL HANDLING ENGINEERING TEL : (909)869 - 0989 FAX : (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT PERFORMANCE BICYCLE #119 FOR PERFORMANCE BICYCLE SHEET NO. 10 CALCULATED BY AM DATE 7/26/2010 BEAM ANALYSIS : TYPE S -01 MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON: 1. MAXIMUM MOMENT CAPACITY Fn = M /Sx FBFf _ (Z/8) SX Max.Weight / lvl = FBbff •16•Sx a f3•L _ ((33000 X 16 X 0.53) / (0.833 X 96)) X 0.875 2. MAXIMUM ALLOWABLE DEFLECTION Darrow = L /180 = 0.533 In 5Wl° A= 384•E•I, Max.Weight /1v1= 384•E•IX •AAii„w 5 -40 L3 = 3061 Ibs /M i jx = 0.738 in ^4 SX = 0.53 in ^3 Fy =55000 PSI a(impactCoefficient) = 13 = 0.833 9 = 0.25 L(Length) = 96 in Step = 0.75 in TopWidth = 1.875 in 0.875 La = 96 in BeamThickness = 0.07 in BeamDepth = 2.625 in BottomWidth = 2.75 in = ((384 X 29000000 X 0.738 X 0.533) / (5 - (4 X 0.25))) X 96 ^3 = 2477 Ibs /M MAXIMUM ALLOWABLE LIVE LOAD PER LEVEL = 24771bs/Ivl BeamStress = 26% ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL MAimw,sei.mic = SX * Fh *1.33 Fh MSeismic = Mc:orm Ms,aiic = W12/8 MAUow,s,a,ic = S * Mrnnpac, = MStatic *1.125 Level MStatic MImpact MAIIow,Static MSeismic MAlIow,Seismic Result 1 2 3 3570 3570 3570 4016 4016 4016 17490 17490 17490 4248 2370 1334 23320 23320 23320 GOOD GOOD GOOD MATERIAL HANDLING ENGINEERING TEL : (909)869 - 0989 FAX : (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT PERFORMANCE BICYCLE #119 FOR PERFORMANCE BICYCLE SHEET NO. 11 CALCULATED BY AM DATE 7/26/2010 BEAM TO COLUMN ANALYSIS : TYPE S -01 CONNECTION CAPACITY DEPENDS ON THE FOLLOWING PARAMETERS: 1. SHEAR CAPACITY OF PIN PinDiameter = 0.438In. Fy = 55000 PSI AShear = Diameter II 4 0.1507 in ^2 Pshear = 0.4 • Fy • AShear = 0.4 X 55000 X 0.1507 in^ = 3315 Ibs 2. BEARING CAPACITY OF PIN ColumnThickness = 0.075 Fu = 65000PSI S-2= 2.22 a = 2.22 PBearing = a • Fu • Dia. • Col .Thickness /S2 3. MOMENT CAPACITY OF BRACKET : AT LEVEL 1 P1 in P2 0 X12" X12" = 2.22 X 65000 X 0.438 X 0.075 / 2.22 = 2135 Ibs EdgeDist . = 1.0In. PinSpacing = 4 In Fy = 55000 PSI C = P , + P 2 = P + 4514.5) = P 1 x 1.11 T(.iip = 0.1791n. Scup = 0.127In3 Mc•apacuy =Schp • FRending = 0.127 In ^3 X .66 X Fy = 4610 in-lb C • d = Mcbpaciy = 1.11 Pi • d d = EdgeDist 12 = 0.5 Pchp = MCapaciry /( 1.11 . d) = 4610 / (1.11 X 0.5) = 8306 Ibs MINIMUM VALUE OF PI GOVERNS = 2135 Ibs Mrann —AIOW = [Pi * 4.5]+ [P, * (5/4.5)* .5]* 1.33 = 12936in -lb > 4248in -lb OK N7 ga 1 -5M" MATERIAL HANDLING ENGINEERING TEL : (909)869 - 0989 FAX : (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE PERFORMANCE BICYCLE #1 19 PERFORMANCE BICYCLE 12 AM 7/26/2010 TRANSVERSE ANALYSIS: BRACING: TYPE S -01 IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND COMPRESSION. IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE ON THE DIAGONAL MEMBER AS IT WILL GOVERN. DIAGONAL BRACING : COMPRESSION MEMBER Ldiag = V(L — 6)2 + (D — (2 . BCo1))2 = 32.8" Vtrans • LDiag Vdiag = D k•l rMin Fe —(kl/ rMin = 298 Ibs (1 X 32.7712) / (0.363) = 90.3 In 112e F 2 F F e > 2 F, Fn = FY 1 4•F Pn= Area- F, Qc =1.92 Pa Qc Brace Stress = VDiag Pa = 35117.7 PSI = 27500 = 55000 X (1 - (55000 / (4 X 35117.68) = 33.5 KSI = 9203 Ibs =4793 Ibs = 0.06 <1.33 (5 %) Pmay SIDE ELEVATION Panel Height (L) = 20 In Panel Depth (D) = 36 In Column Depth (B) = 3.126 In Clear Depth (D - 2 *B) = 29.748 MATERIAL HANDLING ENGINEERING TEL : (909)869 - 0989 FAX : (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT PERFORMANCE BICYCLE #119 FOR PERFORMANCE BICYCLE SHEET NO. 13 CALCULATED BY AM DATE 7/26/2010 OVERTURNING ANALYSIS : TYPE S -01 ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 2208 OF THE 2006 IBC. FULLY LOADED Total Shear = 270 Ibs Mw, = V,rans Ht • 1.15 Mow = 270 X 88 Ms, _ 1(w +.85wDL)• d/2 MS., _ (1950 +(.85 X 300)) X 36/2 _ 10M0 , - M., IUpl.f d TOP SHELF LOADED Shear = 161 Ibs Mow = V,0p•Ht•1.15 Mo = 161 X 113 X 1.15 p, M„= > (w + wDL)• d/2 M.,, = 23760 in/lb 39690 in/lb (23760 - 39690) / 36 -442 Ibs. Puplift <= 0 No Up Lift = (650 + (.85 X 300)) X 36 /2 4M0,— P,p, f - - d M,, = 20869 in/lb = 16290 in/lb = (20869 - 16290) / 36 = 127 lbs. ANCHORS No. of Anchors : 1 Pull Out Capacity : 970 Lbs. Shear Capacity : 1050 Lbs. COMBINED STRESS Fully Loaded = (0 / 970 X 1))+ ((270 /2)/(1050 X 1)) = 0.13 Top Shelf Loaded = (127 / (970 X 1))+ ((161 /2)/(1050 X 1)) = 0.21 USE 1 HILTI KWIK BOLT TZ 0.5 Dia. X 2 Min. Embd. Anchors per BasePlate. (or approved equal) w CROSS AISLE ELEVATION MATERIAL HANDLING ENGINEERING TEL.: (909)869 - 0989 FAX : (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT PERFORMANCE BICYCLE #119 FOR PERFORMANCE BICYCLE SHEET NO. 14 CALCULATED BY AM DATE 7/26/2010 BASE PLATE ANALYSIS : TYPE S —01 THE BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (IF ANY). THERE ARE 3 CRITERIA IN DETERMINING Mb. THEY ARE I. MOMENT CAPACITY OF THE BASE PLATE, 2. MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3. VcoI *h /2 (FULL FIXITY). Mb IS THAT SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. PcaI MBase = 1125 Ibs Base Plate Width (B) = 0 in/lb Base Plate Depth (D) Base Plate Thickness (t) P PC„/ = 29 PSI A D • B .fh2 =D 8/6 = 0PS1 2 • b, fh2 = B fb = 0 PSI f,i =f -.fh2 = OPSI wb, 2 b, 2 r{' Mb= 2 = 2 ' W a +1;11-.67 fh2 } Mb = 82.23 in /lb 1 t2 SBaxe = 6 FBase = .75F3, • 1.33 fh _ Mb F`Base FBa.,e = 0.02 in /cb = 36000 PSI = 0.09 <= 1 OK = 7.75i b = 2.99 in = 5in b1 = 2.38 in = 0.375 in FV (base) = 36000 PSI fa .' b 1 B b1 dill - 11)2 — wt MATERIAL HANDLING ENGINEERING TEL : (909)869 - 0989 FAX : (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT PERFORMANCE BICYCLE #119 FOR PERFORMANCE BICYCLE SHEET NO. 15 CALCULATED BY AM DATE 7/26/2010 SLAB AND SOIL : TYPE S -01 THE SLAB WILL BE CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND WILL ACT AS A FOOTING. PUNCTURE Pstanc 1125 Ibs Pm = (1.2•Psta „c +1.0•(Mo1 / d)) f' Fpunct = 2 • C Apunct — CB +2J+ W+ 1- •2•t Jv Pmax Fv Apunct • Fpunct SLAB TENSION P mar •144 A — .o„ —1.33 • f,�u L = Asa B = -JB•W +t b= L —B Mconc 2 wb2 1.33 • fsotc • b2 2 144.2 1.12 Sconc = L V Fconc = 50 fc fb _ MConc Fb Sc:onc • F one OK Mot = 23760 in-lb = 2211 Ibs = 100 Ps1 177.5 sq. in. = 0.12 = 239 sq. in. = 15.47 in = 11.22 in = 2.12 in = 21 in-lb = 4.17 cb. in. = 162.5 PSI = 0.03 P 74 B L FOOTING B = 7.75 in w = 5 in Frame Depth d = 36 in CONCRETE fc = t= 2500 PSI 5 in 0 =0.65 SOIL fsoil = 1000 PSF ril C INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT PERFORMANCE BICYCLE #119 FOR PERFORMANCE BICYCLE, INC. SHEET NO. 16 CALCULATED BY AM DATE 7/26/2009 BIKE RACK ANALYSIS INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT PERFORMANCE BICYCLE #119 FOR PERFORMANCE BICYCLE, INC. SHEET NO. 17 CALCULATED BY AM DATE 7/26/2009 Loads & Distribution: Bike Rack V = Cs x W Cs= (2 /3)xFaxSsxl /R Fa = 1.00 Ss = 1.42 I= 1 R =4 Live Load /Level = 650.0 LB Dead Load /Level = 50.00 LB # of Shelf Levels = 2 Depth = 48.0 IN Seismic Shear: Vtotal = (2/3) x 1 x 1.42 x 1 x 967 LB / (4 x 1.4) = 163 LB Transverse: Level wx hx wx hx Fi Movt 1 2 700 LB 700 LB 49.00 IN 98.00 IN 34,300 IN -LB 68,600 IN -LB 54.47 LB 108.94 LB 2,669 IN -LB 10,676 IN -LB 1,400 LB TOTAL = 102,900 IN -LB 163 LB 13345 IN -LB Transverse Loads: Mbase = 0 IN -LB <== Base assumed to be pinned Level Pcol- static Pcol- seismic Pcol -total Mcol 1 2 350 LB 175 LB 139 LB 111 LB 489 LB 286 LB 4,004 IN -LB 1,335 IN -LB SEIZMIC ING. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT PERFORMANCE BICYCLE #119 FOR PERFORMANCE BICYCLE, INC. SHEET NO. 18 CALCULATED BY AM DATE 7/26/2009 Column Analysis: Bike Rack ANALYZE CLOSED TUBE PER THE REQUIREMENTS OF SECTION C5 OF THE AISI COLD FORMED DESIGN MAN P= 489 LB M= 4,004 IN -LB 1) DETERMINE TENSION STRESS Tn= An * Fy = 55000 PSI * 0.347 INA2 = 19,085 LB Sgt= 1.67 Ta= Tn /S2T = 11,428 LB T/Ta= 0.04 2) DETERMINE ALLOWABLE MOMENT: Max CHECK THE FOLLOWING EQUATION(S) T/Ta + Mx/Max < 1.33 Pao= (Aeff * Fy)/)/Wc = 0.347 INA2 * 55000 PSI/1.67 = 11,428 LB Mnx= Se * Fy = 0.127 INA3 * 55000 PSI = 6,985 IN -LB S2f= 1.67 Max= Mnx/S)f = 4,183 IN -LB nc= 1.92 Pcr= Tr^2EI /(kL)A2 = 9,701 LB 1 /(alpha -x)= 1 /(1 -C1c *P /Pcr) = 1.00 ax= alpha -x= 1.00 489/11428 + 4004/4183 = 7 1 A= 1.25 IN B= 1.25 IN THICKNESS= 0.0750 IN AREA(net) =An= 0.347 INA2 Kx= 1.0 Lx= 49.0 IN Ix= 0.080 INA4 Sx= .127 INA3 rx= 0.478 IN Ky= 1.0 Ly= 49.0 IN Iy= 0.080 INA4 Sy= .127 INA3 ry= 0.478 IN Fy= 55,000 PSI E= 29,500 KSI 1.00 < 1.33 OK INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT PERFORMANCE BICYCLE #119 FOR PERFORMANCE BICYCLE, INC. SHEET NO. 19 CALCULATED BY AM DATE 7/26/2009 Tube Beam Analysis: Bike Rack ANALYZE BEAM AS HAVING PINNED CONNECTIONS. W = 43.6 LB /FT V= W *L/2 = 43.6 LB /FT * 9.17 FT /2 = 200 LB M = WL ^2/8 = 44 LB /FT * (9.17 FT) ^2 *12/8 = 5,502 IN -LB Fb = (0.66) *(Fy) = 0.66 * 55000 PSI = 36,300 PSI fb = M /Sx = 5502 IN-LB/0.184 I N ^3 = 29,902 PSI fb /Fb= 29902 PSI/36300 PSI = 0.82 5 1.0 OK w L max ■NumulMmax LOAD = 44 PLF L = 9.17 FT Fy = 55,000 PSI Ix = 0.115 IN ^4 Sx = 0.184 INA3 Fv= 70,000 PSI END CONNECTION CHECK WELD CAPACITY OF 2 IN LONG X 0.125 IN THICK WELDWELD THICKNESS= 0.125 IN WELD LENGTH= 2.0 IN Vallow= 0.3 * Fv * WELD THICKNESS * LENGTH * .707 = 0.3 * 70000 PSI * 0.125 IN *2 IN * 0.7071 = 3,712 LB > Vmax, OK 1.25" SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT PERFORMANCE BICYCLE #119 FOR PERFORMANCE BICYCLE, INC. SHEET NO. 20 CALCULATED BY AM DATE 7/26/2009 Overturning Analysis: Bike Rack Fully Loaded: Movt = 13,345 IN -LB Mst = (50 LB + 650 LB /1.5) x 2 Levels x 48 IN / 2 = 23,200 IN -LB Puplift = (Movt - Mst) / d = [13345 - 23200] IN -LB / 48 IN = -205 LB No Uplift Interaction Equation: [0 LB/ 1400 LB] + [81.5 LB/ 1520 LB] = 0.05 < 1.0 Therefore Ok d = 48.0 IN Allowable Tension = 700 LB Allowable Shear = 760 LB # of Anchors per Plate = 2 Top Loaded Condition: Vtotal- trans. = (2/3) x 1 x 1.42 x 1 x 750 LB / (4 x 1.4) = 127 LB Level hx wx wx hx Fi Movt. 1 49.00 IN 50 LB 2,450 IN -LB 4 LB 214 IN -LB 2 98.00 IN 700 LB 68,600 IN -LB 122 LB 11,997 IN -LB Total 71,050 IN -LB 127 LB 12,211 IN -LB Movt = 12,211 IN -LB Mst = 18,000 IN -LB Vcol = 127 LB Puplift = [Movt - Mst] / Depth = [12211 IN -LB - 18000 IN -LB] / 48 IN = -121 LB No Uplift INTERACTION EQN. ALLOWABLE TENSION = 700 LB ALLOWABLE SHEAR = 760 LB # OF ANCHORS/ B.P. = 2 Depth = 48.0 IN [0 LB/ 1400 LB] + [63.5 LB/ 1520 LB] = 0.04 < 1.0 THEREFORE OK (2) 3/813 x 2" minimum embedment HILT! KB -TZ per anchor plate Contractors or Tradespeople Pifer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEI 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 ARCON BUILDERS LLC UBI No. 602184717 Phone 4258948420 Status Active Address Po Box 273 License No. ARCONL`981 D2 Suite /Apt. License Type Construction Contractor City Issaquah Effective Date 3/22/2002 State WA Expiration Date 3/22/2012 Zip 98027 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date ROBERTS, MARK Partner /Member 03/22/2002 Amount RICHARDS, JOHN R Partner /Member 03/22/2002 SE09CGL01466200 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 CBIC SE3007 03/18/2002 Until Cancelled $12,000.00 03/22/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 8 NAVIGATORS INS CO SE09CGL01466200 06/04/2010 06/04/2011 $1,000,000.00 06/10/2010 7 NAVIGATORS SPECIALTY INS. CO 2933290 06/04/2009 06/04/2010 $1,000,000.00 06/08/2009 6 AMERICAN ECONOMY INS CO 02CD1530317 06/04/2004 06/04/2009 $1,000,000.0005 /23/2008 5 AMERICAN ECONOMY INS CO 02CD153031 6 06/04/2004 06/04/2008 $1,000,000.0006 /11/2007 4 AMERICAN ECONOMY INS CO 02CD1530312 06/04/2004 06/04/2005 $1,000,000.0006 /09/2004 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: / /fortress.wa. gov /lni/bbip /Print.aspx 09/01/2010 C C DESCRIPTION 1 Tel. (909)869-0989 Fax (909)869 -0981 DRAWN BY: D.K. DATE: 07/21/10 m REV. DATE: // NOTES: 5. Ai 6. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING THE ANCHORAGE OF STORAGE RACKS 8 FEOR GREATER IN 7.O REVIEWED FOR CODE COMPLIANCE APPROVED SEP 01 2010 V-12 City of T ¶ lla � BUILDING DI ISION �-�.,� _ , COPY Plan review approve is subject to erro rs and omissions. k "revel of construction documents does not authorize olation cf any adopted p� or ordinance. Receipt .pproved F' Id Copy and h ► � dons is acknowledged: • B Date: �® City Of 1'bkwila BUILDING DIVISION alp 1 0 ...... 2.3,1 li W a 0 0 0 cc a �� • v a TYPi /16" I/1 7/8TYP. 1/2" Pi 3/16V 2 4° ATTACH W/ 1 ::: % '� m \ . % ! ,� ri 2 2" i 2" " , 12 �� ' Illlll`I `�h.�`11III I 14 GA. 9/16" 0 zi i 3 1 /4' 1 itl T / 1 1 /4 • 14 GA. 7 GA. BOLT 3/8 " -16UNC (1) REQ'D PER BASE PLATE 1 4" AP ROX. "\ O \ THK. 3/8 u I '� ©© 3 O ATTACH W/ (1) 3/8 "0 -16 UNC x 2.5" BOLT " BASE PLATE - � TYPICAL BRACE TO COLUMN CONNECTION 1 COLUMN 3 ANCHOR HORIZONTAL & DIAGONAL BRACE O GENERAL CONFIGURATION TYP. 1�1i1' O © Ili 7/16 "0 STUD ,t-1 5/8"-t 1/8" I 3/4.. �� T1 1 1/ 2 P. 0 1" ' u 1 /82 /8" 15 GA. JI 61 O , O I' I I ri , 1 g O o ' SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping 9 of Tukwila BUILDING DIVISION ® t ' 13 ggCity 7 GA. )(1' 3" TYP. 1/8" I CONNECTOR TYPICAL BEAM TO COLUMN CONNECTION BEAM �5� Q r� No changes s R8E blelmNS of ingke without riot made to the scope Tukwila BUIIQ ng piR sion l of NOTE: Revisions will require a new plan cuhmitt -1l and may include additional plan revie��r t:ss. • TYPE S -01 TYPE S -05 i .6„ � i 144" i 36" i 144" 144" 144" 3 N' 414 441 3 „ ry 1. 24" on 3 „ 3 2t" 20" • , 3.,, 2•":1.:.. 1 1" FRONT VIEW FRONT VIEW SIDE VIEW CD STORAGE RACK ELEVATIONS C C DESCRIPTION 1 Tel. (909)869-0989 Fax (909)869 -0981 DRAWN BY: D.K. DATE: 07/21/10 m REV. DATE: TYPE: INT SCALE: N.T.S. APRV'D BY: SAL E. FATEEN W a 0 cc a < a SEIZMIC EST. 1985 SEIZMIC ENGINEERING, INC. 161 Atlantic Street Pomona, California 91768 Tel. (909)869-0989 Fax (909)869 -0981 DRAWN BY: D.K. DATE: 07/21/10 LAST REV. BY: REV. DATE: TYPE: INT SCALE: N.T.S. APRV'D BY: SAL E. FATEEN EXPIRES 04 -12 -2012 DESCRIPTION: STORAGE RACK DETAILS DRAWING NUMBER: 10- 0831 -A 9 ATTACH W/ 5/16 "0 BOLTS TYPICAL TOP RAIL CONNECTIONS COLUMN 9 1 1/4" 1 1./4" 1 1/4" 3/32" 2 FRONT TOP RAIL TYPE BIKE RACK 110" 8" 21 /2" BIKE HOLDERS REMOVED FOR CLARITY 7/16 "0 41 FLOOR MOUNT 3/8" 2" MIN. EMBEDMENT II �� \\\\Ii\\\\� (2) REQ'D PER BASE TUBE 8" 9 FRONT VIEW 8" * - DENOTES ANCHOR LOCATION SIDE VIEW 1 11/4" �5 ' BOTTOM & INTERMEDIATE TOP RAILS ATTACH W/ 5/160 BOLTS -B TYPICAL BOTTOM RAIL CONNECTIONS GENERAL CONFIGURATION NOTES: 1. DESIGNED PER SECTION 1613 OF THE 2006 IBC. Fa = 1.0 & Ss = 1.42 2. STORAGE CAPACITY: 650# PER LEVEL. 3. ASTM A570 FOR SHAPE Fy = 55,000 PSI GRADE 55. 4. ALL BOLTS A307( UNLESS OTHERWISE NOTED). 5. ANCHORS HILT! KWIK BOLT TZ, ICC #ESR -1917. 6. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING THE ANCHORAGE OF STORAGE RACKS 8 FEET OR GREATER IN HEIGHT IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY "D ", "E" OR "F ". 7. CONCRETE 5" THICK x 2,500 PSI. 8. SOIL BEARING PRESSURE 1,000 PSF. STORAGE RACK ELEVATIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 01 2010 Cityof Tukwila BUILDING DIVISION O) ✓ T w J d co co 03 w EQ Wz- zLIg Q (I) 2 ` ~ • ci O cc w I.I.I a C DESCRIPTION 1 Tel. (909)869-0989 Fax (909)869 -0981 DRAWN BY: D.K. DATE: 07/21/10 m REV. DATE: TYPE: HG SCALE: N.T.S. APRV'D BY: SAL E. FATEEN DATE I ii «Caa SEIZMIC EST. 1985 SEIZMIC ENGINEERING, INC. 161 Atlantic Street Pomona, California 91768 Tel. (909)869-0989 Fax (909)869 -0981 DRAWN BY: D.K. DATE: 07/21/10 LAST REV. BY: REV. DATE: TYPE: HG SCALE: N.T.S. APRV'D BY: SAL E. FATEEN EXPIRES 04 -12 -2012 DESCRIPTION: BIKE RACK DETAILS DRAWING NUMBER: 10- 0831 -B -rn wmi ∎ i ∎∎w -------M/IWA W - A IMA r.--- IIVAW -----A IW rn----------- w, mr,m---- mI w. W- W- W- W- B -01 B -01 KIDS BIKES B -04 KIDS BIKES B -04 1 1 1 PEDALS 4' co w 0 MIRROR CAPS 1 W- : 1 W 2 W- : 2 W 2 W-:2 W-01 • • • • • i • • • • • • • HELMETS 8' NUTRITION 8' BOOKS MAGS 4' KIDS PACKS PACKS GLOVES SHOES SHOES F -08 w F -08 SHOES HELMETS i r F -01 F -01 F -01 w HELMETS HYDRATION w F -01 F -01 F -01 B -01 B -01 B -01 WOO21 ONIllId INOO2I ONIllId DRINKS M-06 F -03 Fi11 F -03 7 KIOSK EYEWEAR 6' NIN F -01 IDAHON TRAINERS TRAINERS ftEATUR M -01 B -01 S -05 S -06 36 BOXED BIKES w 2 LEVELS BACKSTOCK ■ BACKSTOCK & SUPPLIES ABOVE RECEIVING V+ UB OMPONENT AC• BOTTLES CAGES -UR NUTRITION 8' . F -01 F -01 F -01 B -01 B -01 B -01 WOO21 ONIllId INOO2I ONIllId DRINKS M-06 F -03 Fi11 F -03 7 KIOSK EYEWEAR 6' NIN F -01 IDAHON TRAINERS TRAINERS ftEATUR M -01 B -01 S -05 S -06 36 BOXED BIKES w 2 LEVELS BACKSTOCK ■ BACKSTOCK & SUPPLIES ABOVE RECEIVING V+ MANAGER — F o E - F -03 F 0 0 0 M -01 • • — • • • • • • ts _ • • • • • • • • • • • • • • • • • • • • • • • • — — • • • • • • • • • • • B -01 02 F -03 B -01 F -01 f TOOLS 0 Q 0 J 0 1- TrDOL KIT( F -03 F -01 F -01 F -01 F -01 B -01 0 F -01 m D —1 D SADDLES P`RTo W SHER BIKE FITTING B -01 B -01 F - 9 -07E RD BARS & ACC D INFLATION UB OMPONENT AC• CI x ELECTRONICS D INFLATION _U E D TIRES TUBE CI x ELECTRONICS D Au►��I:���r1J:1a • CI x ELECTRONICS i Mii'A • 07C -07E \ ;. -02 :2: �1 -02 E32 B -01 EF02 E!-o2 E!-o2 S 0-02 E -02 12'-o" 0 � e 01 0 m D -01 co g1-07B 09 09 COMPRES OR ENCLOS TRANSPORT 14' ' ° c?-9—' ll -02 -02 -02 05 co 0 rn S 0 co m 05 W 0 m 0 m 0) • ,- • • • • • • • • • • • • • • • • • • • • • • • • ,s s_ ,„_, , , _ PERFORMANCE BICYCLE #119 TUKWILA, WA PRELIMINARY FLOOR PLAN 6 -14 -10 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 01 2010 City of Tukwila BUILDING DIVISION WIRES APR 1 201