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HomeMy WebLinkAboutPermit D14-0049 - TOPLINE PRODUCTS - STORAGE RACKSTOPLINE PRODUCTS 1113 ANDOVER PARK W D14-0049 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: htto://www.TukwilaWA.gov DEVELOPMENT PERMIT 3523049110 Permit Number: D14-0049 1113 ANDOVER PARK W BLDG E Project Name: TOPLINE PRODUCTS Issue Date: 3/6/2014 Permit Expires On: 9/2/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: AMB PROPERTY CORP 60 STATE ST STE 1200 C/O RE TA, BOSTON, WA, 02109 MIKE SORENSON 1100 SW 7 ST, RENTON, WA, 9807 NORTHWEST HANDLING SYSTEMS 1100 SW 7 ST, RENTON, WA, 98055 NORTHHS963ND FUNDED BY TENANT Phone: (206) 818-4488 Phone: Expiration Date: 10/9/2015 DESCRIPTION OF WORK: SUPPLY AND INSTALL USED RACKING Project Valuation: $7,500.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Fees Collected: $424.58 Type of Construction: Occupancy per IBC: Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: HIGHLINE,TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: 3' Vs( I hearby 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 and agree to the conditions attached to this permit. Signature: Date: -?(% 67 y Print Name: / 1 r `2_ _ $ ,.v <o ,— This permit shall become null and void if the work is not commenced within 180 days for 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 PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: 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. 5: A final report documenting required special inspections and correction of any 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. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: 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. 8: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand-held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 9: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 10: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) 11: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 12: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 13: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2328) 14: Clearance between ignition sources, such as light fixtures, heaters and flame -producing devices, and combustible materials shall be maintained in an approved manner. (IFC 305.1) 15: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13) 16: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.2.1) 17: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. 18: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 19: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 4046 SI-EPDXY/EXP CONC CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: d �/ (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan re-. iew. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: i ( 13 .aow r' (CG,riG r(1/ Tenant Name: 19 p 1 i•11.- fro Gdi,$ S Xr- PROPERTY OWNER Pc't I, 1 5 Address:I a79.0 G0,4 W. p0„ State:1 „4 Zi.._;�/6 Name: City- j^l f�iw let CONTACT PERSON — person receiving all project communication// Name: M I IS e.. s0 f :2�NSc.'r-N Address: if 00 s (iv 7-" S- 7. City: �.n-izn State: GP4 ZipWUS Phone: Fax: a06_git_ qygg 1fwaag 69,Yt:, Email: I'VLSorenScdil O. hwI5 • Covri GENERAL CONTRACTOR INFORMATION Company Name0r4 1. ILsI s. J/ jc, , Address, t 00 -jN 7.6 c.^�J4 City:.f Jrn State: Ziayevs-? Phone: ,aSS' 0520._Fax:iia�-a?n _ 67466 Contr Reg No e „U 14,44 e)..,.5—zEgp Date:/e/V /5_ (' Tukwila Business License No.: 30s. 01 R 3 0,11 King Co Assessor's Tax No.: .S21.2014 '1 L I 0 Suite Number: t Floor: New Tenant: Yes ❑..No CHITECT OF RECORD Co any Name: Architect e: Address: City: State: Zip: Phone: Fa . Em ENGINEER OF RECORD Company Name: a Iniftri / Engineer Name: 641 _4l / � � Address: Lit w Tro,dty s ( City: /-' / _ Jatt State: / Zip9/ v cle Phone ,/ (+1. Q. 32(0 F Ig'? o..3go as Email:OO LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: �0 I i illL. / ..3ZrLI 4A Address: City: State: Zi . : H:Wpplications'Forms-Applications On Line\2011 ApplicationsU'ermit Application Revised - 8-9-I1.docx Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ % l S'OVV Existing Building Valuation: $ Describe the scope of work (please provide detailed information): 5v/ / Sh`J� a SA-el �ciC t ^cy 1 I SR S-•ea_ R.• J `0.J..�`aC.t' /i t'G '�" t /If f sZ �+lG 1 Nee r i sty / .. S'� fr'Ce40.,e S�Lt.( j-� Cyr IG�S) Al 4�2SC!',?)Lt c/� IFjur ll�c�p y'ti(�t/l�Gtl�l `In R� - D J i 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 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor / j 2°d Floor ' t I 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck i 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: Will there be a change in use? ❑ Yes Ei No If "yes", explain: Compact: Handicap: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Ere —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). 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 AUTHiED AGENT: Signature: Print Name: ✓ _ /� ;enJ- -, Mailing Address: 1((90 C # S'I. Date: / 7(/� / Day Telephone:,;?FiC7 ' � — 7 Z eE 4— City state zip H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 4 of 4 DESCRIPTIONS Permit Cash Register Receipt City of Tukwila D140049 Address: 1113 ANDOVER PARK DEVELOPMENT ACCOUNT QUANTITY PAID $412.22 PERMIT FEE R000.322.100.00.00 $247.10 PLAN CHECK FEE R000.345.830.00.00 $160.62 WASHINGTON STATE SURCHARGE B640.237.114 $4.50 TECHNOLOGY FEE $12.36' TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R1202 R000.322.900.04.00 $12.36 $424.58 Date Paid: Monday, February 10, 2014 Paid By: MICHAEL J SORENSON Pay Method: CREDIT CARD 033913 Printed: Monday, February 10, 2014 10:39 AM 1 of 1 cSYSTEMS 4 1) INSPECTION RECORD. Retain a copy with permit b 14 -c o4% PERMIT N0.` CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431.3670 Permit Inspection Request Line (206) 43.1-2451 lop Li ►J ►�PO�tfs?T Addr� Special Instructions: s: 460.1. lZ pu Lk.). Approved per applicable codes. Type of inspection: Date anted: Requester: e�-17'' Phone No: Q l .2-0(o! e & Hq ej , a.m. p.m. aCorrections required prior to approval. Date: 3-B� EjNSPECTION FE REQUIRED. Prior (to next inspection, fee must be d at 6300 Southcenter Blrrd:.Suite 100. Call to schedulereinspection. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OFF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proxy Address: Type oppsp.egisir Date Called: bate Wanted: Requester: #pproved per applicable codes. a Corrections required prior to approval. COMMENTS: R (I rior to ne inspection, fee must be to 100. 11 to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project___.._ ‘' op link.. Type of Ins ton: etc K -- ' r-e. ra,ok 1 Address: Suite #: 11P IN Contact Person: Special Instructions: Phone No.: i riApproved per applicable codes. riCorrections required prior to approval. COMMENTS: Ptc (CS 1- Z o h -t ss L k► C Eat' of- 0 N OC -oo _ -� oC KO /NS-ixt, 5 fi i e ,- i/..e C-4#4- q(s k i S (, ---242w""" Q C--oc fc.- -4-L I s , h 0-4 ai eta c-c, PA_ de/b- SAft/27* 07v kiofc — Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: _ './C3 Date: ,3/2-`i / Hrs.: < /. 6 n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: City: Word/Inspection Record Form.Doc Company Name: State: 6/11/10 Zip: INSPION ,RECORD Retain a copy with permit INSPECTION NUMBER p1 00,19 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 i Project;_ �P ne Type of Ins ion: le - Address: Suite #: 1113 A-P w E Contact Person: Special Instructions: Phone No.: Approved per applicable codes. COMMENTS: nCorrections required prior to approval a(z - frs s - A144, 'Ad7t/f / A5seef Ate 3 moo.. -1 Tzow Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: '` Monitor: Pre -Fire: Permits: Occupancy Type: Inspector ' ' jG , f-'5 Date: 3�oAy Hrs. / 6 n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: f Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 Client: NorthWest Handling Systems, Inc. 1100 SW 7th St. Renton, WA 98055-2939 Contact: Tony Johnson Field Report Report*: 058732 Project Number: 14-208 Permit #: D14 0049 Project Name: Topllne Products, Inc. Address: 1113 Andover Parkway W. Inspection Performed: Proprietary Anchors Date: 3/7/2014 Time: Temperature: Anchor bolts for pallet racks, 2 double rows at grids 8.8-9.5. Verified installation of Hilti KBTZ anchors 1/2" x 4 1/2 with 3 1/4" embed, torqued to 40 ft./Ibs. All placed per plan. RECEIVED CITY OF TUKWILA APR 0 1 r^l PERMIT CENTER Distribution: Distribute Client ❑ Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner El Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Trow, Michael Reviewed by: Michele Guerrini 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 Client: NorthWest Handling Systems, Inc. 1100 SW 7th St. Renton, WA 98055-2939 Contact: Tony Johnson Field Report Report #: 059021 Project Number: 14-208 Permit #: D14-0049 Project Name: Topline Products, Inc. Address: 1113 Andover Parkway W. Inspection Performed: Proprietary Anchors Date: 3/12/2014 Time: Temperature: On site to inspect anchors for pallet racking systems (5 total racks). Hilti KBTZ was installed per plans and were torque tested to the specified 40 ft/lbs. Anchors were found to be in conformance. RECEIVED CITY OF TUKWILA APR 0 1 2314 PERMIT CENTER Distribution: © Distribute Client ❑ Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner © Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Horton, Tim Reviewed by: Michele Guerrini 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 HANDLING SYSTEMS, I N C. PrL r DV 1100 SW 7th St Renton, WA 98057 (425) 255-0500 ph (425) 228-6946 fax ATTENTION FIRE AND BUILDING DEPARTMENTS SITE ADDRESS: TENANT NAME: DATE: APPLICANT: RACK INFORMATION SUPPLEMENT 1113 Andover Park West Topline Products Inc January 15, 2014 Mike Sorenson / (206) 818-4488 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 21 2014 City of Tukwila BUILDING DIVISION 1. Load application and rack configuration drawings attached. 2. Attached plans detail the rack locations, dimensions, and specifications. Attached plans detail the building/site plan. 3. Stamped engineering calculations attached. 4. 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. 5. Commodities stored: Non hazardous, non combustible, non encapsulated. Souvenirs; water globes, porcelain boxes, binoculars, pens, magnets, all comprised of glass, porcelain, and plastic. All stored in cardboard boxes directly on racks. 6. Sprinkler System Information: Non ESFR. 2". 145 static psi. 125 residual psi. RECEIVED 7. Smoke and heat vents: In place. CITY OF TUKWILA 8. Building egress and exits indicated on attached drawings. FEB 10 2014 PERMIT CENTER PiL+- OOLII BY G. OHANIAN DATE. 2-3-14 SUBJECT RAdK DEOI N & ENcINEERINd do. 412 WET BROADWAY, BUITE #204 dLENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 1 . RD-17180 JOB NO. STRUCTURAL CALCULATIONS OF STORAGE PILE COPY RACKS FOR: p+�• R "�' TOPLINE PRODUCTS 1113 ANDOVER PARK WAY TUKWILA, WA 98188 PER IBC 2012 EDITION SECTION 2209 STORAGE RACKS CAPACITY: 2000 # / LEVEL AT TYPE "A" 1500 # / LEVEL AT TYPE "B" 1200 # / LEVEL AT TYPE "C" CALCS. 1 THRU 8 DRAWINGS: RD-17180 EXPIRES 12-26-15 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 21 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 10 2014 PERMIT CENTER By G. OHANIAN DATE 2-3-14 SUBJECT RAdK DEOI(N & EN(INEERIN( do. 412 WET BROADWAY, QUITE #204 (LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET N0. 2 JOB NO.. RD-17180 0) 01 94" 3 5/8" BEAM I N N • 1 2000 #/ LEVEL TYPE "A" BEAM SEISMIC DESIGN osxl V—_ SRx1.4 xW Ix =1.31 Sx —.67 Fy =55 KS'. i l __{ O SIDE VIEW LOAD PER BEAM + 25% IMPACT LOAD (2.0Kx.88)+(1.0Kx.25) = 2.0= 1.OK 2 BEAMS M= 8 S R= .36<.67 4 384.1 E =.28"< 180 =.52" x IBC 2012 (SEC. 2209), RMI SPECS. ASCE 7-10 S Ds =0.97 (USGS WEB SITE, "SITE CLASS D") 1=1 NO PUBLIC ACCESS R=6 MOM. CONN. R=4 BRACED W=D.L.+ 3 PALLET LOAD LOAD PER COL. = 3x2.0 K =3.0 K 2 col.. P=.2DL+ (3.0Kx0.75)=2.4K W=.2pL+ (3.0Kx0.67)= 2.2 K PL L= K ONGIT. '26 V = .38 K TRANS. LONGIT. SEISMIC 13K .26K 0 1.9"K 3.2"K 7.6"K BY G. OHANIAN DATE. 2-3-14 SUBJECT RAdK DEOI(4N & EN(dINEERIN( do. 412 WET BROADWAY, SUITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 3 JOB NO.. RD-17180 COLUMN ANALYSIS Fy=55 Ksl Ae=.54 Ix=.67 S8=.4 rx=1.1 ry=0.6 KL=32x1.7 —49 rx 1.1 KL_ 40 =65 ry —• Mn=Se.Fy= 24 COMBINED STRESS RATIO Pex= ( 2 =66.0 Qc=1.8 p�P+� M� axM =.68<1 QcP =C2b=1.67 ax=1- Pex .93 Cmx=.85 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .25 K (1)-1/2"0 ANCHOR PER BASE PL., 3 1/4" EMB. HILTI KWIK BOLT—TZ ESR-1917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION 2 Fe=(2xE =69 A=�/Fy/Fe = 0.89 KL)2 ry 2 Fn=Fy(.658 Ac )=39 KSI Ac<1.5 Pn= Fn .Ae = 21.0 K 2.4 K .5x.09x1 x65=2.9 K BEARING CAPACITY OF COL. HOLE 3.2.x 7/16"ID RIVET A=.1 Fy79Ks1 Pa = .1x79x.4 = 3 K Ma = (2.9 Kx4")+(1.5 Kx2") = 14.6 "K 3 PIN CONN. CONN. MEND—.01XWI2= .9"K 4 M —_ 5."K M = 6.3"K SEISMIC TOTAL 5.4 .K 7.6 "K 3"x3"x1/8" BASE PLATE 5.4'K BY G. OHANIAN DATE . 2-3-14 SUBJECT RAdK DEOI(4N & ENdINEERIN( do. 412 WEGIE4 BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 4 JOB NO.. RD-17180 OVERTURNING MOT _—.38Kx2 x 1 16"x0.66 = 59 "K COL MR = 2.4Kx44"= 108"K NO UPLIFT LOAD TO DIAGONAL P = .38 Kx2 coL xx4 _ .86 K FY =55 KSI A=.29 rx =.46 L= 50" Pa= 3.4K CHECK WELDS Pa= (1_ .O1 L) L.t.F„ = 5.36 K fi = 2.55 /l fl-= 2.1 Kx2 — 4.2K CZ SIDES CHECK SLAB 2400 — 2.4 °' 1000 =19" .35K 2.4x 144=345 °" M= (12 ) x1000x x12=1042# s= 12x62 = 72 6 1042 = 14 < 1.6 2500 =80 72 2.4 K 2.4 K I r\x71 ! I,/ ko .38 K 0 TOP LEVEL LOADING 00°- W= 0.2DL+1.0LL=1.2 K LOAD PER COL. 44" BOTH SIDES TYP. TYP V= .21 K MOT =.21 Kx2 x96"= 40"K COL MR = 1.2 Kx44"= 53"K NO UPLIFT 1.5" 1/8 2400 # 6" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL BY G. OHANIAN DATE 2-3-14 SUBJECT. RACK DEOI(N & EN(INEERIN( CO. 412 WRIT BROADWAY, QUITE #204 dLENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO 5 . RD-17180 JOB NO. CO co 00 d BEAM 1500 #/ LEVEL TYPE "B" Ix=1.63 Sx =.77 FY— —55 KSI. N st s, / SIDE VIEW LOAD PER BEAM + 25% IMPACT LOAD (1.5 Kx.88)+(0.8 Kx.25) = 1.5 = 0.8K 2 BEAMS M= 8z =11 "K S R= .34<.77 LOAD PER COL — 3x 1.5 K =2 2 K 2 coL. P=.2DL+ (2.2Kx0.75)=1.9K W=.2DL+ (2.2PLx0.67)= 1.7 K L= '20 K ONGIT. V = .30K TRANS. COLUMN ANALYSIS Fy=55 KSI Ae=.54 Ix=.67 Se=.4 rx=1.1 ry=0.6 COMBINED STRESS RATIO (K�)12 Pex= = 29.0 ax=1 Pex .88 flc=1.8 Qb=1.67 Cmx=.85 4 384.1x L =.16"< 180 = .67" •E LONGIT. SEISMIC KL=48x1.7 _74 rx 1.1 KL_42 ry—�=68 Mn=Se.Fy= 24 f2c.P+ f2b.Cmx.M = .77<1 Pn Mn.ax .20K 0 2 Fe=(KLj2=54 Ac=�Fy/Fe = 1.01 rx z Fn=Fy(.658 �c )=36 KSI Ac<1.5 P„=Fn.Ae = 19.0 K By G. OHANIAN RAdK DEOIdN & EN(dINEERIN(4 d0. DATE . 2-3-14 SUBJECT 412 WET BROADWAY, pUITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO 6 JOB NO. RD-17180 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .20 K (1)-1 /2"0 ANCHOR PER BASE PL., 3 1/4" EMB. HILTI KWIK BOLT—TZ ESR-1917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION 1.9K 3"x3"x1/8" BASE PLATE .5x.09x1x65=2.9K BEARING CAPACITY OF COL. HOLE 3.8.K 6.3" 6.4" 7/16"0 RIVET A = .1 Fy = 79 KSI Pa = .1x79x.4 = 3 K Ma = (2.9 Kx4")+(1.5 Kx2") = 14.6 "K 3 PIN CONN. CONN. 0 MEND=.1XW12= .9"K M__ 6.4"K M= 7.3"K SEISMIC TOTAL 9.0.K OVERTURNING MpT=.30Kx2 x165"x0.66 =64"K COL. MR = 1.9 Kx44"= 83"K NO UPLIFT .30 K 1 9K 1 9K 1I.,1! I x I i/ NI, .30 K In N. ry v 44" TOP LEVEL LOADING a.W= 0.2DL+0.8LL=1.0 K LOAD PER COL. V= .17 K MDT = .17 Kx2 x 144" = 48 "K COL. MR = 1.0Kx44"=42"K UPLIFT = 44442 .13 K BY G. OHANIAN DATE . 2-3-14 SUBJECT RAdK DEOI(N Sc ENCIINEERINGt do. 412 WET BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO 7 JOB NO. RD-17180 N 0 O O O !0 • 4 96", 99" 4" BEAM 1 1 1 1 { 1200 #/ LEVEL TYPE "C" LOAD PER COL — 3x1.2 K =1.8 K 2 cot. P=.2 DL+ (1.8Kx0.75)=1.5K W=.20L+ (1.81;0(0.67)= 1.4 K L= K ONGIT. 16 V = .24 K TRANS. COLUMN ANALYSIS Fy =55 KSI Ae=.54 Ix=.67 Se=.4 rx=1.1 r=0.6 COMBINED STRESS RATIO Pex= (KE)IZ = 19.0 ax=1 PeP = .85 Qc=1.8 Ob=1.67 Cm x=.85 44" SIDE VIEW LONGIT. SEISMIC KL=60x1.7 =92 rx 1.1 KL _ 44 ry — 0.6 - 71 Mn=Se.Fy= 24 Dc.P+f0b.Cmx.M = .83<1 Pn Mn.ax .16K Fe=( KL)2=34 rx 0 2 Fn=Fy(.658 Ac )=28 KSI Pn= Fn .Ae = 15.0 K 2.4"K 3.9"K 9.4 K �c='/Fy/Fe = 1.26 Ac<1.5 BY G. OHANIAN DATE. 2-3-14 SUBJECT RACK DEOIC4N & ENciINEERINdt do. 412 WEOT BROADWAY, SUITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 8 JOB NO.. RD-17180 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .16 K (1)-1/2"0 ANCHOR PER BASE PL., 3 1/4" EMB. HILTI KWIK BOLT-TZ ESR-1917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION .5x.09x1 x65=2.9 K BEARING CAPACITY OF COL. HOLE 7/16"0 RIVET A = .1 Fy = 79 KSI Pa = .1x79x.4 = 3 K Ma = (2.9 Kx4")+(1.5 Kx2") = 14.6 "K 3 PIN CONN. CONN. MEND=.01xw12= .6"K M - 6.6"K M= 7.2 K SEISMIC TOTAL OVERTURNING =.24 Kx 2ox202"xO.66 = 65 "K MOT MR = 1.5Kx44"= 68"K NO UPLIFT .24 K 1.5K 5K II.,, x\ .24K •N 0 0 co 44" 1.5K 3"x3"x1/8" BASE PLATE TOP LEVEL LOADING W= 0.20L+0.6LL=O.8 K LOAD PER COL. V= .14 =.14Kx2 x180"=50"K MOT COL. MR = 0.8 Kx44" = 35"K UPLIFT =5 50-35 -34K nup.i,geonazeras.usgs.goviaesign11apsiusisummary.pnp rlempiare=nun.. Design Maps Summary Reportakt GS User -Specified Input Report Title 1113 ANDOVER TUKWILA, WA 98188 Code Mon February 3, 2014 20:54:51 UTC It I= (which utilizes USGS hazard data available in 2008) Reference Document Site Coordinates 47.46056°N, 122.25435°W Site Site Class D - "Stiff Soil" Soil Classification Risk Category I/II/III =000ni\ Cowley mapquest USGS-Provided Output Ss = 1.455 g Si = 0.543 g SMs = 1.455 g SM1 = 0.814 g PARK WEST, International Building Code t3+2014( MapQuest Sos = 0.970 g SD1 = 0.543 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER Response Spectrum 1.65 1.50 1.35 1.20 1.05 a 0.90 to 0.75 0.60 0.45 0.30 0.15 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1 Period, T (sec) 0 1.40 1.60 2.00 1.10 1.00 0.90 0.90 0.70 a 0.60 0.50 0.40 0.30 0.20 0.10 0.00 Design Response Spectrum 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.20 2.00 Period, T (sec) Although this information is a product of the U.S. (_;eo.lag.ical...5.i.ve.y, we provide no warranty, expressed or implied, as to the accuracy of 'EAMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0049 PROJECT NAME: TOPLINE PRODUCTS INC DATE: 02/10/2014 SITE ADDRESS: 1113 ANDOVER PK� b.l X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: A'A-uL Building Division Public Works ❑ Fire Prevention Structural ■ Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 02/11/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 03/11/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 NORTH WEST HANDLING SYS INC Page 1 of 2 0 Washington State Department of Labor & Industries NORTH WEST HANDLING SYS INC Owner or tradesperson FRANCK, JAMES JEROME Principals FRANCK, JAMES JEROME KOSTY, CLARK RANDOLPH THOMAS, KEVIN A (End: 09/28/2011) Doing business as NORTH WEST HANDLING SYS INC WA UBI No. 600 051 641 1100 SW 7TH ST RENTON, WA98055-2939 425-255-0500 KING County Business type Corporation Governing persons CLARKRKOSTY License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. NORTHWH275JF Effective — expiration 04/06/1973 —10/09/2015 Bond TRAVS Bond account no. 81 S103354822BCM Received by L&I 10/09/2001 Insurance Travelers Indemnity Co of Ame Policy no. 6302C242044TIA13 Received by L&I 10/03/2013 Savings No savings accounts during the previous 6 year period. $12,000.00 Effective date 10/01/2001 $1,000,000.00 Effective date 10/01/2013 Expiration date 10/01/2014 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600051641&LIC=NORTHWH275JF& SAW= 03/06/2014 /I 9' 49' iqI tE— SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing X Gas Piping City of Tukwila BUILDING DIVISION 42X96 Il 42X96 42X96 42X96 42X96 42X96 42X99 42X99 42X99 42X99 CS) X -4- O �r- X -4-- CT) x O GAS -1'10'-6"•- O X -4- 0") x CO O X CO O x O O X CO O x . 4▪ - c0 O OI X O O X O Cr) CC) O X 10'-6" �'10'-6"•� �'10'-6" CO O CO O O 0) x CO O x -4- 00 0) X WAREHOUSE 107 w E CO .74 O O x CO O X CO 0) x St - CO 0) x 1-1'-5-" L 105 O) 0) x 0 N X 0 N x 0 N X 0 x N d- -t F N 0 X N CC) O X N CC) 0) x N CO 0) x N O X N OPEN OFFICE 101 ti CONF. R 103 SERVER 102 fr NORTH PLAN VIEW SCALE: 3/32" = 1'-0" REVISIONS No changes shall bemade to the scope of work without prior approval of Tukwila Building Division. NOTE Revisions will require a new plan submittal n*1 may ins!ude additional plan review fees. NORTH FILE Permit No. PI L -U3 F Ian review approval is subject to errors and omissions. tip: ;royal of construction documents does not authorize thc;. voiation of any adopted code or ordinance. Receipt /lc approved Field Copy and conditions is acknowledged: By _ Date:-7/47/K City Of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED FEB 21 2014 City of T ila BUILDING ISION SITE MAP SPECIAL INSPECTION FOR STORAGE RACKS (OVER 8 FEET) Periodic special inspection is required during the anchorage of access floors and storage racks 8 feet or greater in height in structures assigned to Seismic Design Category D, E or F. IBC 1707.5 and TABLE 1704.4 (4) Inspection of anchors installed in ardened concrete. RECEIVED CITY OF TUKWILA FEB 1 0 2014 PERMIT CENTER W a cn ui BOTH SIDE TYP TYP SEC. B—B (1)-1 /2" 0 ANCHOR BOLT 3 1/4" EMB., (SEE NOTE PER BASE PLATE NO. 4) 7/16 0 RIVET ASTM A576-90B HOT —WROUGHT UNS G10100 GRADE C-1010 t=3/16" BASEPLATE DETAIL BRACING DETAIL PIN CONNECTION 3 GENERAL CONFIGURATION C47 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 21 2014 City of Tukwila BUILDING DIVISION NOTES: 1—DESIGN OF STEEL AND CALCULATIONS OF THE INTERNATIONAL 2—STEEL FOR ALL 3—NO FIELD WELDING OF THE APPROVED 4—ALL ANCHORS SPECIAL INSPECTION 5—CONCRETE SLAB 6—STORAGE RACK 1500 #/ LEVEL 7—RACK INSTALLATIONS A PERMANENT OF THE RACK 8—STORAGE RACKS VERTICAL OF 9—THE CLEAR SPACE BETWEEN THE 10—STORAGE RACK STORAGE ARE IN BUILDING SHAPES FY=55 IN THIS FABRICATOR HILTI KWIK BOLT—TZ IS REQUIRED 6" THICK CAPACITY: 2000 AT TYPE "B" SHALL SIGN OF 50 (SEE NOTE NO SHALL BE 1/2" IN 10'—O" BELOW TOP OF THE AREA NOT RACKS AS SHOWN BY THESE DRAWINGS COMPLIANCE WITH THE REQUIREMENTS CODE 2012 EDITION, SECTION 2209 KSI. ASTM A1011 GR.55 (EXCEPT AS PROJECT ALL WELDED CONSTRUCTION IN #01464 (E70XX ELECTRODES) ESR-1917 2500 PSI. SOIL BEARING CAPACITY 1000 #/ LEVEL AT TYPE "A" AND 1200 #/ LEVEL AT TYPE "C" DISPLAY IN ONE OR MORE CONSPICUOUS SQUARE INCHES IN AREA, SHOWING THE 6) INSTALLED WITH A MAXIMUM TOLERANCE OF HEIGHT SPRINKLERS SHALL BE A MINIMUM OF 18 STORAGE AND THE CEILING SPRINKLER DEFLECTOR. OPEN TO PUBLIC, EMPLOYEE ACCESS AJ CITY OF FEB102014 PERMIT NOTED) THE SHOP PSF LOCATIONS CAPACITY FROM THE INCHES ` IVED TUECWILA CENTER 4" BEAM 120", 96" & 94" 44" 3 5/8" BEAM 4" BEAM (120" LONG BEAM) 1358"BEAM 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204 SCALE: NONE DATE: 2-3-14 1500 LEVEL 1200 #/ LEVEL 2000 #/ LEVEL #/ PROJECT: TOPLINE PRODUCTS 1113 ANDOVER PARK WAY, TUKWILA, WA 98188 TYPE "A"SIDE VIEW TYPE B SIDE VIEW TYPE C SIDE VIEW STORAGE RACK DETAILS JOB N0. RD-17160 SHEET N0. EXPIRES 12-26-15