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HomeMy WebLinkAboutPermit D09-060 - PEARL NORTHWEST - STORAGE RACKSPEARL NORTHWEST 401 BAKER BL D09 -060 Parcel No.: 0223100005 Address: 401 BAKER BL TUKW Suite No: Tenant: Name: PEARL NORTHWEST Address: 401 BAKER BL , TUKWILA WA Owner: Name: UNION PACIFIC CORP Address: NW DISTRICT (PLOT#TLD448) , 1416 DODGE ST. 68179 Phone: Contact Person: Name: MIKE SORENSON Address: 1100 SW 7TH ST , RENTON WA 98057 Phone: 206 - 818 -4488 Contractor: Name: NORTH WEST HANDLING SYSTEMS INC Address: 1100 S.W. 7TH STEET , RENTON, WA 98055 Phone: 206 255 -0500 Contractor License No: NORTHWH275JF DESCRIPTION OF WORK: ANCHOR EXISTING PALLET RACKS TO COMPLY WITH CODE Value of Construction: $0.00 Fees Collected: $136.50 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: 0025 doc: IBC -10/06 Citylif Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT * * continued on next page ** Permit Number: D09 -060 Issue Date: 05/05/2009 Permit Expires On: 11/01/2009 Expiration Date: 10/09/2009 D09 -060 Printed: 05 -05 -2009 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: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: /S l t 9 Print Name: doc: IBC -10/06 City cibTukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us N N Permit Number: D09 -060 Issue Date: 05/05/2009 Permit Expires On: 11/01/2009 Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: J"1 Date: .r-s--oq 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. D09 -060 Printed: 05 -05 -2009 Parcel No.: 0223100005 Address: 401 BAKER BL TUKW Suite No: Tenant: PEARL NORTHWEST 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond -10/06 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS * *continued on next page ** Permit Number: D09 -060 Status: ISSUED Applied Date: 04/21/2009 Issue Date: 05/05/2009 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: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of arty discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. D09 -060 Printed: 05 -05 -2009 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: • 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 doc: Cond -10/06 D09 -060 Date: 5/r / ordinances governing or local laws regulating Printed: 05 -05 -2009 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tulcwila.wa.us SITE LOCATION Site Address: 4 1Ck.r - Flvc1 ' Tenant Name: ?suer-( N Gr{�vsi f Property Owners Name:/4f r i r Pear' Mailing Address: 4.0 ( .V41CPr 7'( std. Name: /' 1- .5v revs, S , 11 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 ** Mailing Address: 1 10 0 ' " 7 S T- E -Mail Address: ✓ 1 S o r S 0 " 4' /1 h S. Co M Company Name:POts* W- - / 14 pt 5 (q City CONTACT PERSON - who do we contact when your permit is ready to be issued GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) S^ .r r'-w• s ieLo Contact Person: A . �� r e frt -f e ✓, E -Mail Address: wt. S or Q+" W- n w h r Co ✓"■ Contractor Registration Number: /1/4-)0 ~fh w 9-**1 S Tr Mailing Address: ( tJ S w ' � ' ` ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mai Contact Person: E -Mail Address: H:\Applications\Forms- Applications On Line\2009 Applications\l -2009 - Permit Application.doc Revised: 1 -2009 bh D49-0( 0 Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No Public Works Permit No. Project No. Fo office use only) King Co Assessor's Tax No.: 0 2 � 3 10 om S Suite Number: ( Floor: 1 New Tenant: ❑ Yes ❑..No 1,144 State Day Telephone: .9-06 "cs'`8' ` 4Yk 8" c,,EeUS :► Cit State Zip Fax Number: q aS' d 92e-7 State Zip City / Day Telephone: �U Fax Number: CI V- 243-- 6 t it Expiration Date: 10 ( l�Ov q City Day Telephone: Fax Number: State Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: \ (tck >S( v% ,,t ,t4 iit+Qetr -�C� Mailing Address: y 1 k✓ t 4 t-CQc. (/ut o20 f 0-12411a Q t `_ Cit State Zip Oh 4 el Day Telephone: cs'i e c 7' 38/ Fax Number: gl ?'`z 2,6 3' Page 1 of 6 Will there be new rack storage? ❑ Yes Department. H:\ Applications \Forms - Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh BUILDING PERMIT INFORMATION 206 -431 -3670 Valuation of Project (contractor's bid price): $ 1 � O ©c) Existing Building Valuation: $ Scope of Work (please provide detailed information): A t , i n x . D use 4k..( Le ' r » 4 c _. ( No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PR MATERIALS: I' - le ,/ 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 Page 2 of 6 Existing Interior Remodel Addition to Existing cture New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 2 Floor r' Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck Will there be new rack storage? ❑ Yes Department. H:\ Applications \Forms - Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh BUILDING PERMIT INFORMATION 206 -431 -3670 Valuation of Project (contractor's bid price): $ 1 � O ©c) Existing Building Valuation: $ Scope of Work (please provide detailed information): A t , i n x . D use 4k..( Le ' r » 4 c _. ( No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PR MATERIALS: I' - le ,/ 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 Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZ 1 ENT: Signature: Print Name: Day Telephone: .2-406 - Pis. •' 4/ / /e! Mailing Address: 100 i ki , 7 id3 '7 City State Zip Date Application Accepted: H:\Applications \Forms - Applications On Line \2009 Applications 1-2009 - Permit Application.doc Revised: 1 -2009 bh Date Application Expires: Date: L i/P1/9 ? Staff Initials: iv Page 6 of 6 Parcel No.: 0223100005 Address: 401 BAKER BL TUKW Suite No: Applicant: PEARL NORTHWEST Receipt No.: R09 -00603 Payee: MICHAEL SORENSON • 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 Initials: WER Payment Date: 04/21/2009 02:12 PM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 7177 136.50 Authorization No. ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/345.830 640.237.114 RECEIPT Total: $136.50 Permit Number: D09 -060 Status: PENDING Applied Date: 04/21/2009 Issue Date: Payment Amount: $136.50 80.00 52.00 4.50 PAYMENT RECEIVED doc: Receiot -06 Printed: 04 -21 -2009 Pro) t: '4 /.../ 44r'7/Aeue.S% Type of Inspection: / 7 Addre s: ..LS// � !9� tee/ 1/ Date Called: Special Instructions: Date Wanted: 4 - / 5 ^ v 7' p.m. Requester: Phone No: a d6 -B' O -174/94 . COMMENTS: Insp INSPECTION RECORD Retain a copy with permit f( Receipt No.: [Date: ,has 4060 • — PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100Jukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. f r eft-v g. 4; 0 a $ x .00 REINSPECTION F E REQU ' D. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: peoel- Note4-htA)64'7 Type of Inspection: A04 ca‹ Per,,, L. Address: 401 13,12Aeg- 84 . Suite #: Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: • Fire Alarm: Hood & Duct: , Monitor: Pre-Fire: Permits: Occupancy Type: 0.0 .7; .. • INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. Word/Inspection Record Form.Doc 1/13/06 INSPECTION RECORD Retain a copy with permit _119_1 o6c) PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 ri CorrectionS required prior to approval. COMMENTS: 14-fr/L 4 19Jf A.PA1 17rt-P,- 9ti csic. v 4" ekdr4e- 5/ `4 Kive-ere bp?. Jcb Inspector: .54 Date: cl Hrs.: / $80.00 REINSPECTION FEE . REQUIRED. You will receive an invoice from the "ty of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Fireproofing Aggregates Shotcrete Concrete Masonry A s p h a l t R o o f i n g P i l i n g S t e e l S o i l s W o o d June 12, 2009 File: 09 -170 JUN 16 2009 G©,MiviiJNsTY DEVELOPsiENT City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Pearl Northwest, Inc. Address: 401 Baker Blvd. Permit No. D09 -060 This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of those reports have already been sent. Proprietary anchor installation To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, IBC and related codes and /or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCEPTED LABORATORY Kimberle Anderson President cc: NorthWest Handling Systems, Inc. -Thom Drew Tel: (425) 881 -5812 Fax (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 • Redmond, WA 98073 Contact: Thom Drew RECE VED JUN 16 2009 GOMiw1 JN5TY OF LOPt4 NT .R: Testing Laboratory, :Inc. 7126 180th Ave.N.E ,Park .180, Suite C101, Redmond, WA 98052! � n Phone 425.881.5812 Fax_425 881.5441 aa ' ceN D 8 ° 6° Client: NorthWest Handling Systems, Inc. 1100 SW 7th St. Renton, WA 98055 -2939 Inspection Performed: Proprietary Anchors Date: 6/3/2009 Distribution: IV: Distribute Client Li Distribute Contractor Distribute Engineer ❑ Distribute Owner Distribute Municipality [7, Distribute Other Distribute Architect p Distribute Other Field Report Report #: 50078 Project Number: 09 -170 Permit #: D09 -060 Project Name: Pearl Northwest, Inc. Address: 401 Baker Blvd. Time: 2:00:00 PM Temperature: 80 Observed pallet racking bolting of all existing pallet racking. Material was moved out of the way for access to install bolts properly. Hilti KB -TZ 1/2" by 4 1/2" bolts were installed according to manufacturer's recommendations. Calibrated torque wrench was used to verify 40 ft/Ibs torque at representative portion of bolts per ESR 1917. Inspector: Bosma, Rory Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden NORTHWEST H. A' N.,D "L';I: N : :G ".* 'S`•.T.fE °. M: S,.' "I. N The Material Handling Experts ATTN: BUILDING DEPARTMENT AND FIRE DEPARTMENT RACK INFORMATION SUPPLEMENT SITE ADDRESS: 401 Baker Blvd. TENANT NAME: Pearl Northwest, Inc. DATE: April 20, 2009 APPLICANT: Mike Sorenson / (206) 818 -4488 1. Load application and rack configuration drawings attached. 8. Building exits indicated on attached drawings. FILE COPY bO'1 OLo0 1100 SW 7th St Renton, WA 98055 (425) 255 -0500 ph (425) 228 -6946 fax REVIEWED FOR CODE COMPLIANCE APPROVED MAY 01 2009 Cry of Tukwila ` BUILDING DIVISION 2. Attached plans and engineering detail the rack locations, dimensions, and specifications. 3. Stamped engineering calculations attached. 4. Inspections will be scheduled as instructed. 5. Vertical members of storage racks are designed and installed so that failure of one vertical member will not cause collapse of more than the bay or bays directly supported by that member. 6. Commodities stored in racks: Outdoor clothing. Coats, sweaters, boots, hats, gloves. Stored in cardboard boxes on racks. 7. Sprinkler System Information: Dry system. Static pressure: 149 psi. Residual pressure: 135 psi. Air pressure: 20 psi. RECEIVED APR 212009 PERMIT CENTER , BY. .. u. G. OHANIAN RA iK DEOIdN & ENWNEERINGt d0. DATE . 4 -15 -09 412 WE BROADWAY, f1UITE #204 SUBJECT G��. dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: PEARL NORTHWEST, INC. 401 BAKER BLVD. TUKWILA, CA. 98188 PER IBC 2006 EDITION STORAGE RACKS CAPACITY: 1500 # / LEVEL AT TYPES "A -1 & "B" 750 # / LEVEL AT TYPE "A" CALCS. 1 THRU 6 DRAWINGS: RD -14078 b oqo o I�.......la &IA% EXPIRES 12 - - SHEET NO. 1 . RD -14078 JOB NO. FILE COPY REVIEWED FOR CODE COMPLIANCE APPROVED MAY 01 2009 City of Tukwila ( BUILDING DIVISION RECEIVED APt 12009 PERMIT CENTER BY ,. G. OHANIAN DATE . 4 -15 -09 SUBJECT 0 N ID 0 BEAM M= 96" =11 "K 8 S R - 33 "K= .33 <.73 _ 5xWxL 3 96 " 384x1 xE =.20"< 180 = .53 L.L.= 2 x3x1.5 =1.5K 3 2 coL. W . 1.5LL 1.7 K \ LONGIT. V = TRANS. a�- 96" 1500 #/ LEVEL TYPE "A -1" .95x1x1.7 t9 K 6x1.4 .95x1x1.7 29 K 4x1.4 • RAdK DENI(N & EN(INEERIN(4 d0. 412 WEOT BROADWAY, BUITE #204 dLENDALE, OA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SIDE VIEW .19 K 0 N I =1.44 S =.73 F Y 55 KSI. { 1500 #/ LEVEL +25% IMPACT LOAD 900 #/ BEAM SEISMIC DESIGN V= 1 1152 - (1 x W IBC 2006 WORKING STRESS ASCE 7 -05 (SEC. 15.5.3) PER RMI SPECS. SDs =.95 (USGS WEB SITE, "SITE CLASS D ") 1 =1 NO PUBLIC ACCESS R =6 MOM. CONN. R =4 BRACED W =D.L.+ 3 L.L. 0 96" 750 #/ LEVEL TYPE "A" LOAD PER COLUMN LONGIT. SEISMIC TYPE "A -1" TYPE "A" SHEET NO, 2 JOB NO.. RD -14078 SIDE VIEW Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.4586 Longitude = - 122.25205 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.514 Period So (sec) (g) 0.2 1.421 (SMs, Site Class D) 1.0 0.736 (SM1, Site Class 0) Conterminous 48; States 2005 ASCE 7 Standard Latitude = 47.4586 Longitude = - 122.25205 Design Spectral Response Accelerations SDs and SDI SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.514 Period ♦' So (sec) (g) 0.2 0.947 (SDs, Site Class 0) 1.0 0.491 (SDI, Site Class D) L.L.- x x.75 K =.25 K 3 2 COL. W -'2.i+ •25 K V - .95x1x.45 05 K LONGIT. 6x 1.4 • M c0L. . 05Kx76 " =4 "K BY G. OHANIAN RACK DErgI(4N & ENdINEERINd CO. DATE . 4 -15 -09 412 WET BROADWAY, f1UITE #204 SUBJECT LEA. CIA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 COLUMN ANALYSIS P= 3x =2.3 2 COL. W =.2d,C.f. 2.3 2.5 K COMBINED STRESS RATIO BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR — .19 K FY =55 KSI A =.53 S=.45 r =1.1 r = 100% LOAD Pa +Max +T- = .73 <1.0 (1) -1/2 "0 HILTI KWIK BOLT —TZ ANCHOR ESR -1917, SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION 7/16 "0 RIVET A = .1 Fy = 79 KSI Va = .1x79x.4 3 Ma =3Kx4 "x1.33 = 16 " CONN. 2 PIN CONN. KI _ 40x1.7 rx . — 62 ICI _ 42 — 68 — Max= Sx. = "K 2 Fe =( K � ) 2 = 62 r / F „ =F 4F =43 P„ = F„ xA= 23 K P _ P n _1 K P 3.8 K SHEET NO 3 JOB NO. RD - 14078 3 "x4.5 "x1/8" TYPE "A -1" 3 "x3 "x1 /8" TYPE "A" BASE PLATE BY. G. OHANIAN RAdK DENI(N & ENdINEERIN(I do. DATE. 4 -15 -09 412 WET BROADWAY, QUITE #204 SUBJECT LENDALE, dA. 91204 TEI,:(818)240 -3810 FAX:(818)240 -3813 OVERTURNING = .29 "x.5x1.15 =36 "K M OT MR = 1.7 K x44" = 75 "K NO UPLIFT LOAD TO DIAGONAL P = .29 K x2x 4 = .69 K F =55 KSI A =.31 r =.48 Q =.74 L= 52" CHECK WELDS F0 = 12.3 KSI P = 3.8 K 1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL) 3x.125x.707x70x.3 = 5.7 K CHECK SLAB 2500 — 2 5 °' 1000 • 36 =19" 2.5x 144 =360 °" M= ` �'2 ) 1000x 2 x12=1260 "# s= 12x5 = 50 6 1260 = 25 <1.6 2500 =80 50 TOP LEVEL LOADING (100% LOAD) L.L.= 1x1.5K =1.5 W=• 2.i L= K V _ .95x1x1.7 = 29 K Twws. 4x1.4 BOTH SIDES TYP ;F fx t =.07" 1/8 "1.5" 2500 # SHEET NO. 4 JOB NO.. RD -14078 = .29Kx108 " = 31 "K M OT MR= 1.7Kx22 " =37 "K NO UPLIFT 5" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL ,BY G. OHANIAN DATE . 4 -15 -09 SUBJECT LOAD PER COLUMN 144" 1500 #/ LEVEL TYPE "B" L.L. = 3 2 cot_ 1x1 —.5 K W= .1 .6 K :00 V = .95x1x.6 = .07 K LONCIT. 6x1.4 co V = .95x1x.6 = 1 K TRANS. 4x1.4 • COLUMN p= 1x =33 2 COL. W .2.L . .95 K COMBINED STRESS RATIO BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .07 K F =50 KsI A =.54 S =.42 r =1.2 r = . 64 100% LOAD P +M ='$ + 3 = .27 <1.0 ax (1) -1/2 "ID HILTI KWIK BOLT —TZ ANCHOR ESR -1917, SPECIAL INSPECTION IS REQUIRED RAdK DEOIC4N & EN(INEERIN( do. 412 WET BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SIDE VIEW KI _ 68x1.7_ r 1.2 KI _ 42 _ ry -65 Max =Sx •Fb =13 "K .07 K — 2 'K .07 K 0 .95 K 2 "K 5 "K 2 Fe =( KI )2 =31 F =F (1— 4F ) =30 Ksl e P =F xA= 16 K P0= Pn _ 1.92 — 3 "x3 "x1/8" BASE PLATE SHEET NO 5 JOB NO RD -14078 BY .... G. OHANIAN RAdK DENI(N & ENC#INEERIN(t do. DATE . 4 -15 -09 SUBJECT MOMENT AT BEAM CONNECTION 1/2 "0 ROD Va =2.8 K TYPE "8" P= .1Kx2x5 = 1.5 44 1"0 PIPE P 3.5 >1.5 CHECK WELDS F = 36 KSI F„ =14 Ks ' A =.20 Ma = 2.8 "x1.33 = 16'K 2 PIN CONN. 1.3 "K 412 WEJEIT BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240-3813 OVERTURNING TOP LEVEL LOADING (100% LOAD) M .10 "x.5x1.15 —9 "K MR = .6Kx44 " =26`K NO UPLIFT 1/8" WELD 2" LONG EACH SIDE (2" TOTAL) 2x.125x.707x70x.3 = 3.7 K L.L. =1x1.5 K =1.5 K W . LL. 1.7 K V _ .95x1x1.7_ 29K TRANS. 4x1.4 l4 t =.07" SHEET NO 6 JOB NO.. RD - 14078 M OT = .29 x76"= 22 "K MR =1.7 Kx22 "= 37 "K NO UPLIFT • GOON PLAN REVIE ACTIVITY NUMBER: D09 -060 PROJECT NAME: PEARL NORTHWEST SITE ADDRESS: 401 BAKER BL X Original Plan Submittal _ Response to Correction Letter # _ DATE: 04 -21 -09 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Divi'ion Public Works Complete Comments: REVIEWER'S INITIALS: Structural Incomplete APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 Fire Pre ntion n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) • ING SLIP DUE DATE: 04-23-09 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS RO ING: Please Route Structural Review Required ❑ No further Review Required DATE: DUE DATE: 05-21 -09 Not Approved (attach comments) n DATE: Planning Division Permit Coordinator Not Applicable Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 6 TRAVS 815103354822BCM 10/01/2001 Until Cancelled 01/01/1980 $12,000.0010/09 /2001 5 TRAVELERS CASUALTY Et SURETY 815103354822BCM 10/01/200010/01 /2001 $6,000.00 01/04/2001 4 UNITED PACIFIC U2160121 10/01/199710/01 /2000 $6,000.00 3 UNITED PACIFIC INS CO U2160121 10/01/199310/01 /1997 $4,000.00 2 FIDELITY Et DEPOSIT CO 30132992 04/06/198810/01 /1993 $4,000.00 1 GREAT AMERICAN INS CO 9740689 04/06/198104/06 /1988 Name Role Effective Date Expiration Date FRANCK, JAMES J 01/01/1980 THOMAS, KEVIN A 01/01/1980 KOSTY, CLARK R 01/01/1980 Untitled Page General /Specialty Contractor A business registered as a construction contractor with LEt1 to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company NORTH WEST HANDLING SYS INC 4252550500 1100 SW 7TH ST RENTON WA 980552939 KING Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 600051641 ACTIVE NORTHWH275JF CONSTRUCTION CONTRACTOR 4/6/1973 10/9/2009 GENERAL UNUSED Business Owner Information Bond Information Insurance Information I • • Effective I Expiration I Cancel llmpairedl Page 1 of 2 I Received https: // fortress .wa.gov /lni/bbip/Detail.aspx 05/05/2009 3 -8" [44 "] SIDE VIEW 10' [120 "] TYPE PLAN NORTH SITE MAP 401 BAKER BLVD. TUKWILA, WA 98168 96.5" FRONT VIEW 6' -4" [ "] 10' [120 "] 3' —8" [44 "] SIDE VIEW 10' [120 "] 96.5" FRONT VIEW 159' RACK ELEVATIONS 61' 98' 9' [108 "] • A A A A A A A A 10' [120 "] 30' 26' -7" Al A A A A A Ai A A II A A 4' 2" Al Ai Al A A A A 120' f 4' -2" A Al Ai A A A Ai PLAN NORTH SCALE: 1/16" = 1' -0" 4' 2" 4' 4' 5" A A A A A A A 1 _3' —8" [44 "] SIDE VIEW OFFICE Al Ai Al Ai Al A Ai 10' [120"] Ai A Al A A A A 2" 4' 8" Ai Al A A A A Al 4' A Al Al A Al A B j B B B PLAN VIEW TYPE "A -1 TYPE " A Ai Al A Ai A 3' -8" 4' -11" A A Al Al A Al A A A A A A A A A A A A A A A 144" FRONT VIEW REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. - +....sa.w�.w� FILE COPY Permit No...12 . 0 a Plan review approval is subject to ems and omissions. Approval of construction documents does the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: -7" By _! Date: _ � �- c City Of Tukwila BUILDING DIVISION 10' [120 "] 6' -4" [76 "] bo o&o REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 1 2009 � City of Tukwil BUILDING DIVISION RECEIVED APR 212009 PERMIT CENTEF °' w i) p., woo ix000 Imo' 0 s` = F- in N ON in 1; (per F- N /A 0 Li j s--' 4 pic.4 z 0 w DRAWING NUMBER 0 H- 'w w 0 Q w a D -1 z Z w w z a 0 z Z 0 w (7) w 0 J < � 0 U.1 w w z w 0 F U w a W 0.. O Z V 3 Z 0 0 0 V w rjj o o a o CC 2 0 w Z C' 1 w =ms 0 Q: Y 0 J Q U) 0 w a o U N ° m 1- SHEET NUMBER 1 BEAM CONNECTION 2 BASE PLATE DETAIL 3 GENERAL CONFIGURATION BRACING DETAIL BOTH SIDE TYP. t =.07" SEC. A -A BRACING DETAIL TYPE "A SIDE VIEW 7/16 "0 RIVET ASTM A576 -90B CONNECTOR ANGLE 4" CONNECTOR 1/2 "0 LOCKING PIN (1000 # CAPACITE) 5 BEAM CONNECTION 6 BASE PLATE DETAIL SIDE VI SIDE VIEW EXPIRES 12-26-09 O N cO r) 96" 1500 #/ LEVEL 44" 1 96" 750 #/ LEVEL 1 5/8" =.07" 44" TYPE "A-1" (1)-1/2"0 ANCHOR BOLT PER EASE PLATE 3 1/4" EMB., (SEE NOTE NO. 4) t cS .. . 3" TYPE , "A" (1)-1/2"0 ANCHOR BOLT PER BASE PLATE 3 1/4" EMB., (SEE NOTE NO. 4) 144" 1500 #/ LEVEL /8 t'- TYP LO LSI d 0 cl d 44" a .� 4'd a . . . 21 NOTES: 1— DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE 2006 EDITION 2 —STEEL FOR ALL SHAPES FY =55 KSI. ASTM A607 -85 GR.55 (EXCEPT AS NOTED) 3 —NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP OF THE APPROVED FABRICATOR #777 (E70XX ELECTRODES) 4 —ALL ANCHORS HILTI KWIK BOLT —TZ (ESR -1917) OR APPROVED EQUAL SPECIAL INSPECTION IS REQUIRED, IN ACCORDANCE WITH SECTION 1704.13 OF THE CBC 2007. THE SPECIAL INSPECTOR SHALL VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, HOLE DIMENSIONS, HOLE CLEANING PROCEDURES, ANCHOR SPACING, EDGE DISTANCES, CONCRETE THICKNESS, ANCHOR EMBEDMENT, AND TIGHTENING TORQUE. 5— CONCRETE SLAB 5" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF 6— STORAGE RACK CAPACITY 1500 #/ LEVEL AT TYPES "A-1" Sc "B" 750 #/ LEVEL AT TYPE "A" 7 —RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY OF THE RACK (SEE NOTE NO. 6) 8— STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE VERTICAL OF 1/2" IN 10' -0" OF HEIGHT 9 —THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. bo o'o RACK DESIGN AND ENGINEERING 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204 SCALE: NONE DATE: 4 -15 -08 RECEIVED APR ,212009 PERMIT UENTEF. PEARL NORTHWEST, INC. 401 BACKER BLVD., TUKWILA, WA. 98188 JOB NO. STORAGE RACK DETAILS RD -14078 PROJECT: F DRAWN BY: A.X1l. SHEET NO. 1 OF 1