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Home My WebLink AboutPermit D12-289 - BEVERAGES & MORE - STORAGE RACKSBEVERAGES & MORE 17197 SOUThCELNTER PY D12-289 City cfTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 2623049069 Address: 17197 SOUTHCENTER PY TUKW Suite No: Project Name: BEVERAGES & MORE Permit Number: D12 -289 Issue Date: 09/11/2012 Permit Expires On: 03/10/2013 Owner: Name: KTM GROUP LLC Address: 635 HIGH SCHOOL RD NE , BAINBRIDGE ISLAND WA 98110 Contact Person: Name: JERRY VEILUVA Address: 1250 45 ST, STE 340 , EMERYVILLE CA 94608 Contractor: Name: TERRA NOVA INDUSTRIES Address: 1607 TICE VALLEY BL , WALNUT CREEK CA 94595 Contractor License No: TERRANI090J9 Lender: Name: Address: Phone: 510 428 -2491 Phone: Expiration Date: 11/29/2012 DESCRIPTION OF WORK: INSTALL AND ANCHOR RACKS /FIXTURES Value of Construction: $0.00 Fees Collected: $527.55 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -289 Printed: 09 -11 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature:: I hereby certify that I have read an governing this work will be compli N N N • Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: Date: Public: Non - Profit: N Public: ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development permit and agree to the conditions attached The granting of this permit does not p construction or the perfprmance of work to this permit. Signature: Print Name: 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431- 3670). 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, doc: IBC -7/10 D12-289 Printed: 09 -11 -2012 any violation of any of the provisions of the ' ding code or of any other ordinances of the of Tukwila. Permits presuming to give authority to violate or c. l the provisions of the code or other ordinan f 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. doc: IBC -7/10 D12-289 Printed: 09 -11 -2012 CITY OF TUK LA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http: / /www.TukwilaWA.gov w n Building Permit No. L - _ -le Project No. Date Application Accepted: srr�� I Date Application Expires: _ - __,O J e,use only) • ' ' CONSTRUCTION PERMIT APPLICATION 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.: 11/ LbDI -1— 1 Site Address: 17197 Southcenter Parkway Tenant Name: Beverages & More! Suite Number: PROPERTY OWNER Name: Jerry Veiluva - Hayashida Architects Name: First Western Properties City: Emeryville State: Ca Zip: 94608 Address: 6402 Tacoma Mall Blvd Email: Jerry@hayashida- architects.com City: Tacoma State: WA Zip: 98409 •CONTACT PERSON _ person receiving all project co"ininunication ' Name: Jerry Veiluva - Hayashida Architects Address: 1250 45th Street Ste 340 City: Emeryville State: Ca Zip: 94608 Phone: (510) 428 -2491 Fax: (510) 428 -9491 Email: Jerry@hayashida- architects.com . GENERAL CONTRACTOR INFORMATION Company Name: Terra Nova Industries Address: 1607 Tice Valley Blvd City: Walnut Creek State: CA Zip: 94513 Phone: (925) 2600- (925) 934-6676 260-3489 �Fax: I Contr Reg No. ;per'" ' ' ` l' V 1 v J ' p Date: It 1, I l t is �3� c Tukwila Business License No.: 9.JA C _ 0low b H: \Applications \Forms - Applications On Line \2011 Applications \Permit Application Revised - 8 -9 -11 .docx Revised: August 2011 bh Floor: New Tenant: ® Yes ❑ .. No ARCHITECT OF RECORD • • • Company Name: Hayashida Architects Architect Name: Sady Hayashida Address: 1250 45th St. Ste 340 City: Emeryville State: CA Zip: 94608 Phone: (510) 428 -2491 Fax: (510) 428 -9491 Email: sady @hayashida - architects.com ENGINEER OF :RECORD J Company Name: Kam Yan & Associates Engineer Name: Kam Wing Yan Address: 433 Hegenberger Road Ste 204 City: Oakland State: CA Zip: 94621 Phone: (510) 562 -0581 Fax: (510) 562 -0584 Email: info @kyase.com LENDER/BOND ISSUED (required for.projects $5,000 or greater per RCW •19.27.095) ., Name: self funded by Tenant - Beverages & More Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIG_ — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ '44 Describe the scope of work (please provide detailed information): This application is for anchoring the racks /fixtures show on Al .2 attached. Will there be new rack storage? 0 Yes Existing Building Valuation: $ ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: N/A 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 Q No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: \Applications \Forms - Applications On Line \2011 Applications\ Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l' Floor 10,715 10,715 VV -B Sprinkle M 2" Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: N/A 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 Q No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: \Applications \Forms - Applications On Line \2011 Applications\ Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 2 of 4 PERMIT' APPLICATION NOTES 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. 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). 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUT 10 ZED AGENT: Signature: Print Name: L Day Telephone: 1 �i - 2:17 ��j('- 5 �c f Mailing Address: ! ?� 1 o S'A`O (v� /lei f i� 7� q 1 ‘6 3 City Zip Date: 2_ H:\ Applications \Forms- Applications On Line \2011 Applications \Permit Application Revised - 8 -9 -1 I .docx Revised: August 2011 bh Page 4 of 4 • 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.TukwilaWA.gov RECEIPT ParcelNo.: 2623049069 Permit Number: D12 -289 Address: 17197 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 08/31/2012 Applicant: BEVERAGES & MORE Issue Date: Receipt No.: R12 -02574 Initials: JEM User ID: 1165 Payment Amount: $321.50 Payment Date: 09/11/2012 09:22 AM Balance: $0.00 Payee: RONALD TAYLOR, TERRA NOVA INDUSTRIES TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 011881 ACCOUNT ITEM LIST: Description 321.50 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 317.00 640.237.114 4.50 Total: $321.50 doc: Receiot -06 Printed: 09 -11 -2012 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.TukwilaWA.gov RECEIPT Parcel No.: 2623049069 Permit Number: D12-289 Address: 17197 SOUTHCENTER PT TUKW Status: PENDING Suite No: Applied Date: 08/31/2012 Applicant: BEVERAGES & MORE Issue Date: Receipt No.: R12 -02505 Payment Amount: $206.05 Initials: JEM Payment Date: 08/31/2012 09:00 AM User ID: 1165 Balance: $321.50 Payee: ALFRED MITCHELL LANE TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 160309 ACCOUNT ITEM LIST: Description 206.05 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 206.05 Total: $206.05 doc: Receipt-06 Printed: 08 -31 -2012 INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION C 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ;VW_ (206) 431 -3670 4. Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: A Caev 1 Lrr V;�el l - C-.- �... Address: kiici7 SoC1)&i� ,'w�) Date Called: Special Instructions: 1 # 1 ./ °�2- 75CIS -0 t Date Wanted:. Ci' I2 - r2 __ - ram', p.m. Requester: • Phone No: C12.5-2G0- 3'159 • pproved per applicable codes. El Corrections required prior to approval. 5 COMMENTS: Jo"�111. -. tlI • 1 ••Y ft f p-e.fjtkir C o RD( ire Inspe to Date: it- IL 1 REINSPECTION FEE REQUIR Prior to next inspection., fee must be • paid at 6300 Southcenter Blvd., Suite 100. Call to schedulereinspection.. • SEPARATE PERMIT REQUIRED FOR: MoChanical Electifcal Plumbing Gas Piping City of Tukwila ,BUILDING DIVISION, REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. fs/OTE: Revisions will require a new plan submittal and may include additional plan review fees. FILE COPY Permit No., 12` -2i , Pan review approval is subject to errors and omission A :proval of construction documents does not aithori t: c violation of any adopted code or ordinance. Racei c approved Fi y and is acknowledge BY Date: City Of lbkwila BUILDING DIVISION FIXTURE NOTES 1. RACKING HEIGHT = 5' -9" MAXIMUM 2. LOW RACKING UNITS DENOTED 'R' AND CIRCLED ON PLAN 3. ALL ACCESSIBLE CHECKSTANDS TO HAVE COUNTERS NO MORE THAN 34" ABOVE THE FINISH FLOOR. PROVIDE SIGNS OVER ACCESSIBLE CHECKSTANDS READING: "THIS CHECKSTAND TO BE OPEN AT ALL TIMES FOR CUSTOMERS WITH DISABILITIES.• 4. CONCEAL ALL DROP CONDUITS AND OUTLETS FOR ICE BIN, 851 COOLERS, CIGAR, CAVIAR, AND CHEESE. 5. GENERAL CONTRACTOR AND SUB - CONTRACTORS TO LEAVE EXPOSED SEALED CONCRETE FLOOR AREAS IN CLEAN, UNDAMAGED STATE. EXPOSED SEALED CONCRETE FLOORS WHERE DESIGNATED ON ROOM FINISH SCHEDULE, (SHEET T -2) IS FINAL FINISH. GENERAL STORE NOTES 1. ALL F000 ITEMS SOLD OR STORED IN THIS EAGLET,' ARE PRE - PACKAGED. 2. THERE 15 NO FOOD PREPARATION IN THIS FACIUTY. 3. THE DESIGNATED TASTING AREA 5 INTENDED TO BE USED FOR THE TASTING OF ALCOHOLIC BEVERAGES. WHICH WILL BE CONDUCTED IN ACCORDANCE WITH CA ABC REGULATIONS AND SUBJECT TO ANY APPLICABLE ABC CONDMONS. 'M 1 E IN • 4 F1 ■11 'Ix: .: 7 xx: F.I . EQUIPMENT SCHEDULE NO. QTY. EQUIPMENT DESCRIPTION NOTES O 3 FLOOR SINK INDIRECT DRAINS FROM 3 COMPARTMENT SINK & WALK -IN BOX TO FLOOR SINKS PER LOCAL PLUMBING JURISDICTION, SEE DETAIL 6/P6.1. O1 _ MAYP 2012 3 COMPARTMENT SINK 10 "xl4'x10b SINK COMPARTMENT, W/ 18" DRAIN BD. EA SIDE AND 5" INTERGAL BACK SPLASH. MFR; KROWNE MODEL: KROB -8102 INDIRECT DRAIN PER LOCAL PLUMBING JURISDICTION, NSF APPROVED 03 2 APER 3 HAND SINK SINK SIZE, CONTROLS, AND INSTALLATION SHALL CONFORM TO ACCESSIBILITY REOUIREUENTS ICC A117.1 -2009 SEC. 606 SEE 2/T3. O 2 SOAP DISPENSER & WHITE MTL SOAP DISH PROVIDED BY OWNER, INSTALLED BY C.C. OPROVIDED 5 J CROWL2ER' 6OOM 2 SINGLE DISPENSER BY OWNER, WSTALLEO BY C.C. 6O 1 FLORESTONE MSR -2424 MOLDED MOP RECEPTOR 24 "x24"x10 •11 MOP SINK FAUCET SHALL HAVE A THREADED OUTER UP FOR HOSE ATTACHMENT AND AN APPROVED BACKFLOW PREVENTION DEVICE, NO CHEMICAL DISPENSING SYSTEM TO BE ATTACHED TO MOP SINK FAUCET. O7 1 WATER HEATER A.O. SMITH DEL -30. 22" DIA. x 30 -7/8" H 30 GALLON CAPACITY : 9KW, I HOUR RECOVERY RATE INSTALL ON 3/4" PLYWOOD DECK ABOVE MOP SINK CEILING; PROVIDE SEISMIC STRAPPING PER CODES. O6 EMPLOYEE LOCKERS (STACKED) 121Y x 12"D x 36 "H PROVIDE ONE LOCKER W/ LEVER TYPE H/W. ALL LOCKERS TO BE DN MIN. 6" LEGS 0R WALL MOUNTED 0 1 MOP RACK LOCATE IN FIELD NEAR MOP RECEPTOR 10 1 STORAGE SHELF 30"H x 2411 x 18 "D 2- SHELVES CABINET 0 1 WALK IN BOX PRIOR TO FABRICATION, REFRIGERATION MFR TO PROVIDE SHOP DWG5. FOR REVIEW AND APPROVAL BY HAYASHIDA ARCHITECTS, NSF APPROVED 12 1 OPEN DISPLAY CHEESE MERCHANDISER NSF APPROVED 13 1 ICE MERCHANDISER NSF APPROVED, FULLY SELF CONTAINED 3 CLASS DOOR MERCHANDISER (NISI COOLER) NSF APPROVED, FULLY SELF CONTAINED aV V 1 GLASS DOOR MERCHANDISER (FOR CAVIAR) NSF APPROVED. FULLY SELF CONTAINED 1: 1 MARATHON VERTICAL BALER (LARGER TYP6) OR V -4224 (SMALLER TYPE) 01. USTED 17 1 NOT USED 18 1 HIGH & LOW ACCESSIBLE DRINKING FOUNTAINS MFR: HAW $ MODEL' 1119.14 UNIT TO COMPLY WITH ICC 8117.1 -2009 SEC. 602 REFER TO 13 FOR ADUI. INFO. 19 1 UNDERCOUNTER LOW- TEMPERATURE DISH WASHER NSF APPROVED 20 1 UNDERCOUNTER REFRIGERATOR NSF APPROVED 21 1 3 COMPARTMENT SINK 18 "D SINK COMPARTMENT, W/ 12" DRAIN BD. ON ONE SIDE AND 4" INTEGRAL BACK SPLASH. 8112: KROWNE MODEL. KROB -8001 INDIRECT DRAIN PER LOCAL PLUMBING JURISDICTION, NSF APPROVED Q _ 1 FLOOR DRAIN ^_ SLOPE TILE FINISH FLOOR TO DRNNO^ /4 "FT. 1P. 23 1 WALK -IN GROWLER ROOM PRIOR TO FABRICATION, REFRIGERATION MFR TO PROVIDE SHOP CMGS. FOR REVIEW MID APPROVAL BY HAYASHIDA ARCHITECTS, NSF APPROVED 24 251 1 GROWLER DISPENSER COUNTER W/ INTEGRAL HAND SINK T.O. COUNTER 034" A.F.F. OVER THE COUNTER SINK, S.P.D. WINE REACH-IN REACH -I MFR: RUDYS COMMERCIAL MEFRIGERATION, INC. NSF APPROVED, ALL TO PLUMB. & ELEC DWG. ALL INTERIOR FINISHES TO BE GALV. SHEET METAL (N) ROLL -UP DELIVERY DOOR rl n F –L-'1R 07 RECEIVING OFFICE 1 09 1 LOCK -UP STORAGE (6) R EXIT 1 08 1 BREAK ROOM 06 WOMEN G'OWLF,R ROOM pal 1 I t4" II SERVICE COUNTER -----�r- FLAT SCREEN TV PROVIDE (N) RAISED PLATFORM W/ 2" WIDE WARNING STRIPS AT EDGES. PLATFORM HGT. TO BE MIN. 4", MAX. 7 A.F.F. AN —e ALIGN LIG 'I' III 5' Cr !II QIU M 1111 L 111 REFER TO SSK1 & SSK2 FOR RACKING ANCHOR DETAILS DISPLAY 7 -0x4 -0 IMPORTS , 7 -Ox 5 -0 REVIEWED FOR CODE COMPLIANCE APPROVED SEPP� 1�0 7 2012 • • `V V' City of u 'la BUILDING ISION I (E) COLUUN DISPLAY ORTFIED 7 -0x4 -0 REFER TO SSK1 & SSK2 FOR RACKING ANCHOR DETAILS RACKING HEIGHT: 5'—g" MAX. CRITICS 7 -0x5 -0 DISPLAY 7 -0x4 -0 6) COLUM BIG DEALS 7 -0x4 -0 BIC DEALS 7 -0x4 -0 (6) COLUUN-\ 4' -0" 7• -0" m IN- GLASSWARE 24 ICE 81N RECtt v &u CliY_Qg4.1K1i1.A AUG 3 1 2012 INTER RACKING PLAN 10,715 SQ. FT. 1/8" = 1H -0" III;I.�Ln:OIIIIIIP NORTH r HAYASHIDA AYCUITEST* 1 45th Street. Suite E250 meryville, CA 94608 Sao Tel: 510.428.2491 _I Fax:510. 428.9491 www_hayasbida -ard itects.com NO. REVISIONS BY 03 -13 -12 REAR LOADING DN C V A. r .1 DA y 5 TOM 03 2 12 RER DIN 0 SCHENE DN HT MAYP 2012 pM)J. RACKING ANC1;0R PERM0 81- RMI T SET JOB NO. 12 4360 20 DATE MAY 01, 2012 MAY 14 2012 wz F®WL®F(411E 19O `CHECKED DYI 2 JULY 12 2012 FIXTURE ADJACENCIES HT 3 J CROWL2ER' 6OOM 2 HT 4 8646 UERCHANDISER WNH JULY 30, 2012 1 f AUG. 072012 ' ..421 ! REG1a^TRRED ... R CT .ACHITE C V A. r .1 DA y 5 TOM 5 AU . 15, 2012 CIGAR CASE d WINE HT 6 pM)J. RACKING ANC1;0R PERM0 81- RACKING PLAN JOB NO. 12 4360 20 DATE MAY 01, 2012 DRAWN DN `CHECKED DYI SHEET L 1 . a SEES KAM YAN & ASSOCIATES STRUCTURAL ENGINEERS STRUCTURAL CALCULATIONS FOR PERMIT SUBMITTAL (RACKING) BEVERAGES & MORE, TUKWILA 17197 SOUTHCENTER PARKWAY TUKWILA, WA , lN,'�o G •PQ,io WAS�,j1 i • : y'• 0 • /• Q _ _ T9Z1 '0 / 4, ? AUG 2012 KYASE Joe No.: 12 204 B3 433 Hegenberger Road, Suite 204. Oakland, CA 94621 • Tel: 510.562.0581 • Fax: 510.562.0584 email: info@kyase.com REVIEWED FOR CODED R CE A OVED SEP 07 2012 City of Tukwila BUILDING DIVISION PROJECT : BEVERAGES & MORE 17197 SOUTHCENTER PKWY TUKWILA, WA DRAWN : SG CHECKED : KY JOB #: 12 204 B3 Kam Yan & Associates pirl Structural Engineers 433 Hegenberger Rd. Suite 204 Oakland, California 94607 (TEL) (510) 251 - 0581 (FAX) (510) 251 - 0544 • TITLE : TITLE SHEET (STRUCTURAL CALCULATIO \S RECEIVED CITY OF TUKWILA, AUG 312012 PERMIT CENTER DATE 08/27/12 CAL1 1 Of 2 Sheets vsZ Kam YanaAssociates STRUCTURAL ENGINEERS PROJECT: BevoMo Tukwila SUBJECT: Structural Calculation 1013 NO.: SHEET NO • CALCULATED BY: C I IECKED BY: 12.204 113 OF SG DATE 082012 KY DATE 08/2012 MINIMUM DESIGN LATERAL FORCES: ASCE 7 -05 1.417 = Ss (MCE S.R. Acceleration @ Short Period per USGS software) 0.485 = S1 (MCE S.R. Acceleration @ 1 sec. Period, g per USGS software) STL. RACK = Structure type II = Occupancy Category per Table 1 -1 D = Site Class (per 11.4.2) 8 = TL (Long -period transition period per Fig. 22 -15) 13.3 SEISMIC DESIGN FORCE 1.00 = Fa (Site Coefficient per 11.4.3) 1.50 = F„ (Site Coefficient per 11.4.3) 1.42 0.73 0.94 0.49 1.50 = SMS (Adjusted MCE S.R. Acceleration @ Short Period per eq. 11.4 -1) = SM1 (Adjusted MCE S.R. Acceleration @ 1 Sec. Period per eq. 11.4 -2) = SDS (Adjusted MCE S.R. Acceleration @ Short Period per eq. 11.4 -3) = SDI (Adjusted MCE S.R. Acceleration @ 1 Sec. Period per eq. 11.4 -4) = Ip (Importance factor per Table 15 5.3) 1 Steel storage rack (free standing) 2.5 = ap (15.5.3) 0.0 = z (height of point of attachment of component) 4.0 = Rp (15.5.3.1) 12.0 = h (average roof height) 0.354 = Cs = 0.4apSDs(1 +2 z/h) (Rpllp) (13.3-1) Cs,use = 0.425 (USD) 2.267 = Cs,max = 1.6 SDS Ip (13.3 -2) 0.298 (ASD) 0.425 = Cs,min = 0.3 SDS Ip (13.3 -3) 0.132 = Cs,min = 0.14 SDS (15.5.3) BASE SHEAR EQUIP rZ Kam Y211 Associates STRUCTURAL ENGINEERS PROJECT: BevoMo Tukwila SUBJECT: Structural Calculation JOB NO.: SHEET NO.: CALCULATED BY. CHECKED BY: 12,204.133 OF SG DATE 082012 KY DATE 08/2012 Check 2ft x 4ft Rack (8' -9" Tall) - 10 units Design Load = 25psf x 2ft x 4 ft = 200 # /unit unit w no. units weight 6 0.20 10 2 5 0.20 10 2 4 0.20 10 2 3 0.20 10 2 2 0.20 10 2 E 10 hi 8.75 7.00 5.25 3.50 1.75 V = Cv x W = 0.298 W = 2.976 kips wihi 17.5 14.0 10.5 7.0 3.5 52.5 Cvx 0.333 0.267 0.200 0.133 0.067 Fx 0.992 0.794 0.595 0.397 0.198 w o) U iD p I 2ft I 2ft Rack (side view) For tension, use ADS load combination 8 (ASCE 7 -05, 12.4.2.3 & 15.5.3.2 (a)) 8. (0.6 -0.14 SDS) D + 0.7 p QE - - - -> 0.468 D + 0.7 Tension = ( 0.992 X 0.397 X ( 4.0 X = 0.304 kips 8.75 3.50 8 + 0.794 X + 0.198 X QE (P =1.0) 7.00 + 0.595 X 5.25 + 1.75 0.468 X 10.0 X 2.0 ) / Shear = 0.298 X 10.000 X 1 / 16 = 0.186 304 + 186 - 0.90 1166.4 214 USE 3/8" x 2 -1/2" Lag screw to (e) 2 -5/8" sheathing < 1.00 O.K REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 7 2012 City of Tukwila BUILDING DIVISION F6 F5 F4 F3 F2 Anchor_Calc_24x48 (2) PROJECT : BEVERAGES & MORE 17197 SOUTHCENTER PKWY TUKWILA, WA DRAWN : SG CHECKED : KY JOB #: 12 204 B3 Kam Yan & Associates rlStructural Engineers 433 Hegenberger Rd. Suite 204 Oakland, California 94607 (TEL) (510) 251 - 0581 (FAX) (510) 251 - 0544 • TITLE : STRUCTURAL CALCULATIONS RECEIVED CITY OF TUKWILA AUG 31 2012 PERMIT CENTER DATE 08/27/12 CAL2 1 Of 2 Sheets SEE 2/— FOR RACK TO RACK ATTACHMENT DETAIL ANCHORAGE PER 3 /SSK2, TYP. ANCHORAGE PER 1 OR 2 OF SSK2, TYP. jr 4' -0" ANCHORAGE PER TYP. 3 /SSK2, TYP. RACK 10 UNITS TYPE (HEIGHT = 8' -9 ". NO. OF SHELVES =6) 1 RACKING ANCHORAGE PLAN SCALE: NTS REVIEOMPL A CODE C NCE APPROVED SEP 0/ 2012 City of Tukwila BUILDING DIVISION CONNECT RACKS BACK TO BACK W/ (2) 1 /4"0 BOLTS TOP & BOTTOM, BOTH SIDES, TYP. 4 m 1- - (E) FLOOR FRAMING 2 —" THICK SHELF BASE & - CONNECTORS PER MANUF. SPECS. \\\\\\ \' \ \ \ \\\\\\ `\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\ \\\\\\\ RACK TO RACK TYPICAL RACK TO RACK ATTACHMENT SCALE: NTS PROJECT : BEVERAGES & MORE 17197 SOUTHCENTER PKWY TUKWILA, WA DRAWN : SG CHECKED : KY JOB #: 12 204 B3 Kam Yan & Associates Structural Engineers 433 Hegenberger Rd. Suite 204 Oakland, California 94607 (TEL) (510) 251 - 0581 (FAX) (510) 251 - 0544 TITLE : RAC P LA\ A\ D DETAIL RECCiVED CITY OF TUKWILA AUG 31 2012 PERMIT CENTER DATE 08/27/12 SSK 1 1 Of 2 Sheets • 11 • • • • • •■ • • • • • • • ANCHORAGE PER 1 OR 2 OF SSK2, TYP. jr 4' -0" ANCHORAGE PER TYP. 3 /SSK2, TYP. RACK 10 UNITS TYPE (HEIGHT = 8' -9 ". NO. OF SHELVES =6) 1 RACKING ANCHORAGE PLAN SCALE: NTS REVIEOMPL A CODE C NCE APPROVED SEP 0/ 2012 City of Tukwila BUILDING DIVISION CONNECT RACKS BACK TO BACK W/ (2) 1 /4"0 BOLTS TOP & BOTTOM, BOTH SIDES, TYP. 4 m 1- - (E) FLOOR FRAMING 2 —" THICK SHELF BASE & - CONNECTORS PER MANUF. SPECS. \\\\\\ \' \ \ \ \\\\\\ `\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\ \\\\\\\ RACK TO RACK TYPICAL RACK TO RACK ATTACHMENT SCALE: NTS PROJECT : BEVERAGES & MORE 17197 SOUTHCENTER PKWY TUKWILA, WA DRAWN : SG CHECKED : KY JOB #: 12 204 B3 Kam Yan & Associates Structural Engineers 433 Hegenberger Rd. Suite 204 Oakland, California 94607 (TEL) (510) 251 - 0581 (FAX) (510) 251 - 0544 TITLE : RAC P LA\ A\ D DETAIL RECCiVED CITY OF TUKWILA AUG 31 2012 PERMIT CENTER DATE 08/27/12 SSK 1 1 Of 2 Sheets .aK c i "X2i" LAG SCREW TO 2" FLOOR FRAMING 14GAX1 "X1i" RACK POST BY MANUFACTURER i "XX" HEX BOLT, NUT GRADE 5 BY MANUFACTURER 10 GA RSSFP —L BASE PLATE BY MANUFACTURER 1 RSSFP -L BASE PLATE INSTALLATION DETAIL SCALE: NTS 14GA COMMON T —POST BY MANUFACTURER 1 "X3." HEX BOLT, NUT GRADE 5 BY MANUFACTURER — > "X24" LAG SCREW TO 2" FLOOR FRAMING (2— TOTAL) i "X23" LAG SCREW TO 2" FLOOR FRAMING 10 GA RSSFP —R BASE PLATE BY MANUFACTURER 2 RSSFP -R BASE PLATE INSTALLATION DETAIL SCALE: NTS 3 RDSFP DOUBLE BASE PLATE INSTALLATION DETAIL SCALE: NTS PROJECT : BEVERAGES & MORE 17197 SOUTHCENTER PKWY TUKWILA, WA DRAWN : SG CHECKED : KY JOB #: 12 204 B3 Kam Yan 86 Associates prIl Structural Engineers 433 Hegenberger Rd. Suite 204 Oakland, California 94607 (TEL) (510) 251 - 0581 (FAX) (510) 251 - 0544 TITLE : RAC < DETAILS RECEIVED CITY OF TUKWILA AUG 31 2012 PERMIT CENTER DATE 08/27/12 SS <2 2 Of 2 Sheets ERMir COORD coPO PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -289 DATE: 08/31/12 PROJECT NAME: BEVERAGES &MORE SITE ADDRESS: 17197 SOUTHCENTER PY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision # after Permit Issued DEP RTMENTS: B i g ision Public Works ❑ \/\ Fire" Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete VI Incomplete ❑ DUE DATE: 09/04/12 Not Applicable ❑ Comments: •Permit Center Use Only . • • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 141 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ DUE DATE: 10/02/12 Approved with Conditions Not Approved (attach comments) ❑ Notation: • REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Contractors or Tradespeople Peer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LW 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 TERRA NOVA INDUSTRIES UBI No. 601310343 Phone 9259346133 Status Active Address 1607 Tice Valley Blvd License No. TERRANI090J9 Suite /Apt. License Type Construction Contractor City Walnut Creek Effective Date 4/29/1991 State CA Expiration Date 11/29/2012 Zip 94595 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date TAYLOR, RONALD L Cancel Date 01/01/1980 Bond Amount TAYLOR, ROBYN 7 01/01/1980 SB006500069 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 7 ULLICO CASUALTY CO SB006500069 09/30/2010 Until Cancelled 09/30/2012 $12,000.00 10/18/2010 6 TRAVELERS CAS & SURETY CO 104363299 08/01/2004 Until Cancelled 10/19/2010 $12,000.0010/21 /2004 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 18 Liberty Surplus Ins Corp DGLLA0942592 09/30/2011 09/30/2012 $1,000,000.00 10 /06/2011 17 LIBERTY SURPLUS INS CORP DGLLA0942591 09/30/2010 09/30/2011 $1,000,000.00 10/04/2010 16 INTERSTATE FIRE Et CAS CO SGL1002032 09/30/2009 09/30/2010 $1,000,000.0010 /06/2009 15 LIBERTY SURPLUS INS CORP DGLSF18462104509/30/2008 09/30/2009 $1,000,000.0010 /10/2008 14 LIBERTY SURPLUS INS CORP DGLSF18462103 10/30/2005 10/30/2008 $1,000,000.00 10/01/2007 13 LIBERTY SURPLUS INS CORP DGLSF184621015 10/30/2005 10/30/2007 $1,000,000.00 10/05/2006 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 09/11/2012