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HomeMy WebLinkAboutPermit D16-0278 - CONTROLLED PRODUCTS - STORAGE RACKSCONTROLLED PRODUCTS 14520 INTERURBAN AVE S SUITE 150 EXPIRED 04/26/17 D16-0278 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: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 3365901650 Permit Number: 14520 INTERURBAN AVE S Unit150 Issue Date: Permit Expires On: Project Name: CONTROLLED PRODUCTS D16-0278 10/28/2016 4/26/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: GRA INVESTMENTS LLC 4702 FOREST AVE SE , MERCER ISLAND, WA, 98040 NICK HOFFMAN Phone: (425) 902-7222 1100 SW 7TH ST , RENTON, WA, 98057 NORTH WEST HANDLING SYS INC 1100 SW 7TH ST, RENTON, WA, 98055 NORTHWH275JF CONTROLLED PRODUCTS 14600 INTERURBAN AVE S , TUKWILA, WA, 98168 Phone: (206) 255-0500 Expiration Date: 10/9/2017 DESCRIPTION OF WORK: INSTALL 9 BAYS OF PALLET RACK AND 30 BAYS OF LOW ELEVATION SHELVING Project Valuation: $13,633.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $624.50 Occupancy per IBC: Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 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: fad:14 Date: lOIZV4, 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 a:ree tothe conditions attached to this permit. Signature: Print Name: Date: 1 i/g/I b 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: 4: 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" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: 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) 2: 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) 3: 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, 7.2, 7.3) 5: Maintain fire extinguisher coverage throughout. 8: 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 #2437) 7: 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 #2437) (IFC 901.2) 9: 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) 10: 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 13-16.1.4) 11: 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 315.3.1) 12: Flue spaces shall be provided in accordance with International Fire Code Table 3208.3. Required flue spaces shall be maintained. 6: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 13: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 14: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 15: ***BUILDING PERMIT CONDITIONS*** 16: 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. 17: 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. 18: 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. 19: 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. 20: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 21: 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. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 22: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 23: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 4046 SI-EPDXY/EXP CONC CITY OF TUL.. HA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. DI(.� tiZ 7 Project No. Date Application Accepted: 10 I- I I Date Application Expires: K I (For office 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.: 33 6 00/6o5; 336 V10/639 Site Address: /414 'C i-e-lv04* i Ave, S . Suite Number: 62.oc) Floor: sr New Tenant: 14 Yes No C Tenant Name: &n frol i e-ei i13-( Cc.c d S PROPERTY OWNER Name: Q 6 / IOp(,,, i� 5 Address: 6/az San li�/ e- /4 ' S S. City: 5L./& State: A)4- Zip: 98118 CONTACT PERSON — person receiving all project communication Name: A /c, 1 Aw ,ow Company Name: Ahrg /, fast /tai7 5y Address: // s chi 7.. sf; City: nen/04 State: w Zip: 9805 7, Phone: KifZ z) 902 ,� .2,Fax: Email:itAGkliei/t%J/f5 - coin GENERAL CONTRACTOR INFORMATION Company Name: /Jrch7 ,� Ft/ /f , 56C44:5 Company Name: Ahrg /, fast /tai7 5y s Address: //) 5w -1 LJ Phone: 6) 6 82 6r7cFax: State:rn Zipl(,�,s-. City: f� TIJ� �V Phone(�Zs-)ZFax: ' $ Contr Reg No.:No _ H04 2 Ep Date: g/ I u, Tukwila Business License No.: bus ow 3061 y - H: Wpplications\Forms-Applications On Line\2012 Applications'Permit Application Revised - 2-7-12.docx Revised: February 2012 hh ARCHITECT OF RECORD Company Name: /Jrch7 ,� Ft/ /f , 56C44:5 Architect Name: /OM ✓De'do1. n Address: p,'// /pUie. f4 Ave nue" :#7304 City: 5eeziAtte State: W 4 Zip: 9/I0I Phone: 6) 6 82 6r7cFax: Email: ENGINEER OF RECORD Company Name: piac. beczel 6.— ineefil Engineer Name: .,i,..,/;/1/4 U&an fan Address: y jz S J 5tc Zo' City: 4,14 /e_. State: �! d Zip: vzot,/ I Phone:68/ c ) g, _5glo Fax: Email: 1 GiaAs 01.4 eolin r / 800 LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: r Addresro� �Q` "rod SLe �, G t'C�CC City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIC 206-431-3670 Valuation of Project (contractor's bid price): $ j 3� 6 3 3 Existing Building Valuation:/�$ Describe the scope of work (please provide detailed information): .,44S k /C' 9 ,CST S pffeL raLGk and 30 &Ly S crP /ocv ilectaibbli She,/vi z pfe qsf, See a.�h od oirrb vj' . spaceFco4s. & on/Gv/a i4�cn s ��_ Will there be new rack storage? .... Yes ❑ ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes IX No If "yes", explain: 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? 0 Yes LTJ 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. SEPTSY.STEM 0 On-site ep u_ -site septic system, provide 2 copies of a current septic design approved by King County Health Department. hi: \Applications\Forms-Applications On Line\2012 Applications\ermit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Existing InterioiRemodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor LW?fil 3? Razz . SiterAie, 4�__- V U {� lJ ,2 t—� 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* -__— Attached Garage Detached Garage ,�„ Attached Carport — Detached Carport _....-- Covered Deck ,......— Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes IX No If "yes", explain: 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? 0 Yes LTJ 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. SEPTSY.STEM 0 On-site ep u_ -site septic system, provide 2 copies of a current septic design approved by King County Health Department. hi: \Applications\Forms-Applications On Line\2012 Applications\ermit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INFO .+NATION — 206-433-0179 Scope of Work se provide detailed information): Water District ❑ .. Tukwila ❑ .. . ter District # 125 ❑... Highline ❑ .. Water Availability Provided Call before you Dig: 811 lease refer to Public Works Bulletin #1 for fees and estimat sheet. Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate Septic System: ❑ On-site Septic System — For on-site septic system, ovide 2 copies of a curr t septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ■ .. Geotechnical Report ❑ .. Bond ❑... Insurance ❑... Easement(s) // ... Maintenance Agreement(s) ❑...Valley ". w ❑ ...Sewer Ava ability Provided ❑ ... Renton ... Renton ❑... Seattle Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ .. Total Cut ❑ .. Total Fill ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Prs ection Irrig. ion Di. estic Water ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) . Right-of-way Use - Profit for less than 72 hours ight-of-way Use — Potential Disturbance cubic yards cubic yards . ❑... Work in ' sod Zone ❑ ... Storm Drain e ❑ ... Abandon Septic Tank ❑... Grease Interceptor ❑ ... Curb Cut \ ... Channelization ❑... Pavement Cut ■ .. Trench Excavation El...Looped Fire Line ❑... ► ility Undergrounding f) ❑ .. Permanent Water Met r Size (1) WO # (2) " WO # (3) " WO # ❑ .. Temporary Water -ter Size (1) " WO # (2) " WO # (3) " WO # ❑ .. Water Only Mete Size WO # 0 .. Deduct Water Meter Size ❑ .. Sewer Main Ex nsion Public ❑ Private ❑ 0 .. Water Main E tension Public ❑ Private ❑ FINANCE INF RMATION Fire Line Si z at Property Line Number of Public Fire Hydrant(s) ❑ .. Water I=1.. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City Water Meter Refund/Billing: Name: Mailing Address: State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 hh Page 3 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 Signature: Print Name: Mailing Address: t •�' . ° ZED AGENT: Gk /74011-0/ //oo 5cdS H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 hh Day Telephone: lier1nn City Date: 70/7///e 472,57-1 17402. State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY PermitTRAK PAID $624.50 D16-0278 Address: 14600 INTERURBAN AVE S Apn: 3365901650 $624.50 DEVELOPMENT $606.26 PERMIT FEE R000.322.100.00.00 0.00 $364.70 PLAN CHECK FEE R000.345.830.00.00 0.00 $237.06 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $18.24 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R9634 R000.322.900.04.00 0.00 $18.24 $624.50 Date Paid: Wednesday, October 12, 2016 Paid By: NICHOLAS HOFFMAN Pay Method: CREDIT CARD 012054 Printed: Wednesday, October 12, 2016 2:52 PM 1 of 1 SYSTEMS NORTHWEST HANDLING SYSTEMS, I N C. The Material Handling Experts 1100 SW 7th St Renton, WA 98057 (425) 255-0500 ph (425) 228-6946 fax ATTN: BUILDING DEPARTMENT AND FIRE DEPARTMENT RACK INFORMATION SUPPLEMENT SITE ADDRESS: 14600 Interurban Ave S. STE D200 TENANT NAME: Controlled Products DATE: October 10, 2016 APPLICANT: Nick Hoffman / 425-902-7222 1. Load application and rack configuration drawings attached. 2. Attached plans and engineering detail the rack locations, dimensions, and specifications. 3. Stamped engineering calculations attached. 4. Special inspection of anchor bolts will be performed by AAR Testing Lab. PO Box 2523 Redmond, WA 98073. 425-881-5812. 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: Commercial Door Operators, Gate Operators, Radio Controls, Safety Edges, Residential Door Operators, Vehicle Loop Detectors. Products stored on pallets or in boxes. Stored on open mesh wire deck in racking, and particle board on low storage shelving. 7. Sprinkler System Information: Building system: Static Pressure: Residual Pressure 20PSI. Residual Flow: 5000GPM REVIEvVEIL rOR 8. Building exits indicated on attttql TAR PLIANCE APPROVED 9. Ceiling height: 32' 0". Maximlm product height: 19' OCT 2 1 2016 120psi RECEIVED CITY OF TUKWILA OCT 1 2 2016 PERMIT CENTER City of Tukwila (7.1crBUILDING DIVISION BY G. OHANIAN DATE .9-21-16 SUBJECT RAdK & EN(INEERIN( do. 412 WEOT BROADWAY, QUITE #204 dLENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 1 JOB NO.. RD -18677 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: CONTROLLED PRODUCTS 14500 INTERURBAN AVE SO. TUKWILA, WA PER IBC 2015 SEC. 2209.1 ASCE 7-10 SEC. 15.5.3 RMI/ANSI/MH 16.1:2012 STORAGE RACKS CAPACITY: 1500 # / LEVEL PALLET RACK 150 # / LEVEL SHELVING CALCS. 1 THRU 6 DRAWINGS: RD -18677 EXPIRES 12-26-17 ,sir ,iU stsucrune e;IMxrig: O fqIO LE14 17 ii0 G3/ O? ddY 3ONVIldWO0 3000 803 03M3IA RECEIVED CITY OF TUKWILA OCT 122016 PERM! Lizi4TER DIS -0P(6 BY G. OHANIAN DATE 9-21-16 SUBJECT RACK DEOI(4N Sc EN(INEERIN(i CO. 412 WEOT BROADWAY, QUITE #204 dLENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 2 JOB NO.. RD -18677 N O� 0 (0 0 0 108" 1 { 1 CAPACFW 1500 #/ LEVEL PALLET RACK 1- • 42"I, SIDE VIEW BEAM DESIGN LOAD PER BEAM + 25% IMPACT LOAD (1.5 Kx.88)+(0.8 Kx.25) = 1.5= 0.81( 2 BEAMS x t=0.07` 2 3/4" lx =2.86 x Sx =1.09 FY= 55 KSI. SEISMIC DESIGN _ SDS KI V Rx1.4xW M= 82 =t0"K SR=.31<1.09 _ 5xwL4L 384.1 E =.15' < 180 = •60" x• IBC 2015 SEC. 2209.1 ASCE 7-10 SEC. 15.5.3, RMI/ANSI/MH 16.1:2012 S 0s =1.00 (USGS WEB SITE, "SITE CLASS D") 1=1 NO PUBLIC ACCESS R=6 MOM. CONN. RMI 2.6 AND 2.6.3 R=4 BRACED W=D.L.+ 3 PALLET LOAD LOAD PER COL. = 3x1.5 K =2.2 K 2 COL. P=.2DL+ (2.2Kx0•75)=1.9K W=.2DC+ (2.21(x0.67)= 1.7 K \LONGIT..20 K V = .30K TRANS. LONGIT. SEISMIC 10K 2 9"K 07K 2.9"K= 4 9"K 03K 4.9 K- 5 8"x .20K 5.8 "K BY G. OHANIAN RACK DEIN & ENdINEERIN(4 CO. DATE .9-21-16 SUBJECT 412 WET BROADWAY. BUTTE #204 LENDALE, DA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 3 JOB NO.. RD -18677 COLUMN DESIGN N) x- 3" 1 - - x I t=.070" COMBINED STRESS RATIO Pex= (K_)IZ = 53.0 ax=1 C2cFeP = .94 Fy=55 KSI Ae=.62 Ix=.95 S,=.6 rx=1.2 ry=1.1 Qc=1.8 0b=1.67 Cmx=.85 BASE PLATE ANCH. TENSION = ,03 K ANCHOR SHEAR - .10 K KL=60x1.2 =60 Fe= 7r2x -81 rx 1.2 (KL)2 f.. Ac=N/Fy/Fe = 0.82 KL44 2 ry • =40 Fn=Fy(.658 �c )=41 KSI Ac<1.5 Mn=Se.Fy=35 12c.P+ Qb.Cmx.M = 39<1 Pn Mn.ax (2)-1/2"0 ANCHORS PER BASE PL., 3 1/4" EMB. HILTI KWIK BOLT -TZ ESR -1917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION .5x.07x1x65=2.3K BEARING CAPACITY OF COL. HOLE 7/16"0 RIVET A = .1 Fy = 79 KSI Pa = .1 x79x.4 = 3 K Ma = (2.3 Kx4")+(1.1 Kx2") = 11.4 "K 3 PIN CONN. CONN. .0 M=1xw12= .8"K END M=5.4"K M=6.2"K SEISMIC TOTAL Pn=F .Ae = 26.0 K 4.9 "K 5.4 'K � ® ®I 5.4 'K 5.8 " BY G. OHANIAN RAdK DEOI(N & ENc INEERIN( do. 412 WET BROADWAY, plUITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 DATE .9-21-16 SUBJECT SHEET NO. 4 JOB NO.. RD -18677 OVERTURNING Mor =.30 Kx2 x202"x0.66 =81 "K COL. MR = 1.9Kx44"= 83"K NO UPLIFT LOAD TO DIAGONAL P=.30Kx2 x 52 =.74K COL. 42 F =5555 KSI Y Ae=.26 rx =.48 L= 52" Pa=3.1K CHECK WELDS P°= (1_.O1L)L.t.Fu = 4.4K 0 = 2..55 Pn = 1.7Kx2 = 3.4K SIDES CHECK SLAB 1900 1000 =1.90 1.9x144=274 30K .30K 274=17" M= (1'2 )2 x 1000x 2 x 12= 2344 "# s= 12x62 = 72 6 2344 = 33 <1.6 2500 =80 72 44" N 0 N o TOP LEVEL LOADING W= 0.20L+0.8LL=1.0 K LOAD PER COL. V= .17 K MOT =.17Kx2 x180"= 61"K COL. co MR = 1.0 Kx44" = 42 "K UPLIFT =6144„2=44K BOTH SIDES TYP. XF X t=.06" 1900 # 6" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL BY G. OHANIAN DATE . 9-21-16 SUBJECT RAdK DEOION & EN(INEERIN(t do. 412 WET BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 5 JOB NO. RD -18677 60" 1' CAPACITY 150 #/ LEVEL "DRB" BEAM 1. 3/32" SHELVING I x=.215 Sx=.13 Fy=36KSi. LOAD PER COL. = 4x.15 K =.30 K 2 COL. W=.1 DL+ (.30Kx.67) = .30 K V= .03 K COLUMN ANALYSIS 3 1/4" I COMBINED STRESS RATIO Pex= 72E 1x - 17 (KL)2 ax=1- C2cP = 96 Pex Fy=36 Ksi Ae=.28 Ix=.07 Smin=.07 rmin=•51 Qc=1.8 12b=1.67 Cmx=.85 r 24" j SIDE VIEW 150 # / LEVEL 75 # / BEAM M= 60"x.08 K = 6"K 8 SR= 22K=.03<.13 012 K .12-K 009 K .12"K = .21"K 006K .21"K _ .27"K .003K 27"K - .30"K o N .30"K = .09"K 0 .03K KL = 20x1.7 _ 66 rmin .51 Mn=Se .Fy=2.5 12c.P + s2b.Cmx.M -- 27<1 Pn Mn.ax 2 Fe=( KL)2=66 rx X2 c )=28 KSI F=F y(.658 Pn= F,, .Ae = 8.0 K X =V'Fy/Fe = .74 Xc<1.5 BY G. OHANIAN RAdK DEOI(N Sc ENC INEERIN(4 do. 412 WET BROADWAY, flUITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 DATE. 9-21-16 SUBJECT SHEET NO 6 JOB NO. RD -18677 OVERTURNING = .03Kx2x84"x.66 = 4.0"K M OT MR = .30Kx24'=7.2"K NO UPLIFT BASE PLATE ANCHOR SHEAR = .03 K (1)-3/8"0 ANCHOR PER BASE PLATE, 2" EMB. HILTI KWIK BOLT—TZ ESR -1917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION M _ .30+.27 = 29"K CONN.— 2 .30 K .30 K .03 K .03 K co 24" 4" 0 BEAM — V .25 4 3.14 x80x.4=1 .5 K RIVET K "K Ma = 1.5 x1.5"=2.3 CONN .25"0 RIVET Fy=80 KSI 4 it J 4 COLUMN 3/1/2017 City of Tukwila Department of Community Development NICK HOFFMAN 1100 SW 7TH ST RENTON, WA 98057 RE: Permit No. D16-0278 CONTROLLED PRODUCTS 14600 INTERURBAN AVE S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 4/26/2017. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 4/26/2017, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D16-0278 6300 Southcenter Boulevard Suite #100 e Tukwila, Washington 98188 o Phone 206-431-3670 e Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0278 DATE: 10/12/16 PROJECT NAME: CONTROLLED PRODUCTS SITE ADDRESS: 14600 INTERURBAN AVE S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 10/13/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/10/16 Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) 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 Home Espanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Search L&I Page 1 of 2 A -Z Index Help My L&I Workplace Rights Trades & Licensing NORTH WEST HANDLING SYS INC Owner or tradesperson Principals FRANCK, JAMES JEROME, PRESIDENT KOSTY, CLARK RANDOLPH, TREASURER 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, WA 98055-2939 425-255-0500 KING County Business type Corporation Governing persons CLARK R KOSTY JAMES J FRANCK; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. NORTHWH275JF Effective — expiration 04/06/1973-10/09/2017 Bond Travelers Cas & Surety Co Bond account no. 81S103354822BCM Active. Meets current requirements. $12,000.00 Received by L&I Effective date 10/09/2001 10/01/2001 Expiration date Until Canceled Insurance Travelers Indemnity Company Th $1,000,000.00 Policy no. Y6302C242044TIA16 Received by L&I Effective date 09/30/2016 10/01/2016 Expiration date 10/01/2017 Insurance history Savings Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600051641 &LIC=NORTHWH275JF&SAW= 10/28/2016 SHEET NUMBER 44X108 44X108 24x60 24x60 24x80 24x60 24x60 24x60 24x60 24x60 BLDG. COLUMN 24x60 24x60 24x60 24x60 24x60 24x60 24x60 24x60 24x60 24x60 24x60 24x60 24x60 24x60 24x60 24x60 24x60 24x60 24x60 24x60 NORTH VICINITY MAP 14600 INTERURBAN AVE. SOUTH SUITE D200 TU KWI LA, WA 98188 OFFICE EXIT 21'-8" PLAN VIEW 16' 15'192" ] [180 [ ] 10' [ 120"] REVISIONS No changes shall be made to the scope of work without prior approval of Tu',Ma Building. Division. NOTE: FTD‘f;sions will roquire a new pian submittal and may in ;'=:do cdd;tional plan rev►'sw fsss. _.:`i. 12(13/E112::::alc1.21 131 Piurribing IG4Gas Piping City of Tu'kv la BUILDING DIVISION FILE COPY Permit No. lb`02:1� Plan raview7.proval is subject to errors and omissions. Approval of constr union documents does not authorize the violation of any adopted code or ordinance. Recc t t of approved Field Cop , j,• ► itions is acknowiec d; 16" TYP � 5' I6a"1 RO\T V EW - SHELVI \G 9' [ 108"] \T VIEW - 'ALEFT QAC ELEVATIONS NOISIAIa JNIQ Ine eivv iru jo 40 9L0Z I g 100 2ONVIldWO0 CaOC 0.J. a2M IA38 • Ili l� til _f.K L� OCT 1 2 2016 PERMVlll CENTER DRAWING NUMBER I EXPIRES 12-26-17 I \ � 1 3/4" ', �" ° 0 ° ° ° ° ° . ° ° �- ;► °V ° ° ° ° °q0 ° °qV °aq e o V o ► q r q 0 q q V q qV oQ p' ° ° ° ° ° a ill a ° °q ooqA 4 °qa ° 4°0 ° o V o0 o V o o ' o 0 q q q V OV o XII \ \ \ .... ' .9 f� N `—\ BOTH SIDES TYP> \ 4i% YP V " \ \ \ / I Fr-1 to --- t=0.07" , ( 1/8 F 0 B .,iiiired T11/2PT I 0 0 g 0 .1 1 ,, 3" - ! - - I 0 0801 — eta � rte• �o�ea 1 /4"0 SAFETY LOCK r- - :�, I I 0 !_ t=.06 I I \ \ , ' p ' . p.. _ I (1000 # CAPACITY) a SEC. A-A t=.07 -----, D "' ' TMP In -- „ t=3/8im _ ° p . a �' : 118 4 p /I /8 1 5" •-- IN 1 i k Ir. i N 7/16"o RIVET ASTM A576-90B '" (2)-1/2"0 ANCHOR BOLTS PER BASE PLATE SEC. B—B 3 1/4" EMB., (SEE NOTE NO. 4) HOT-WROUGHT UNS G10100 GRADE C-1010 t=3/16" - BASE PLATE DETAIL ci7, BRACING DETAIL (21 3 PIN CONNECTION (3_ GENERAL CONFIGURATION /� �. e -, -N �II \ , c 4 1/1 1 1/2 1/2 ��� I > (30:3I t ) 1 1 UI gf 1 11 ,../ I 4 9ov e�A. ,% 3/32" 11 14 GA C3 / 10 % U f -5.., \ 19 7) II 0 ) 1/4"0 SCREW f 13 I 1 I a% '/gZ e . " g �� 41 1/4 RIVET1 3 g b q II .�B )0 ,> re a'''''' a: .• .• , : < ; = a .. .a i t '� ��I�G �E ASTM A576-90B PGS HOT—WROUGHT UNS N U 4"0 1/ ECJ le . ' • ,.. '.. �° g �1��I G10100 GRACE C-1010 \ U .,.,s5 11-""" .,. cc> e, 5° sU R i DOUBLE RIVET BEAM I 1 l I I_ I "T" POST COL. B.PL. "L" POST COL. B.PL. �/ T-POST (INTERMEDIATE COL.) L-POST (END COL.) 1-3/8"O ANCHOR BOLTS 1-3/8"0 ANCHOR BOLT SEE NOTE NO. 4 APR 2O nil 14 GA. 14 GA. ...�`„L°,'.Y SHELVING POST 4 BASE PLATE DETAIL (_5: "DRB" BEAM C67 .i 108" 42" NOTES: 1-DESIGN OF STEEL AND CALCULATIONS OF THE IBC 2015, 2-STEEL FOR ALL 3-NO FIELD WELDING OF THE APPROVED 4-ALL ANCHORS SPECIAL INSPECTION 5-CONCRETE SLAB 6-PALLET RACK SHELVING CAPACITY: 7-RACK INSTALLATIONS A PERMANENT OF THE RACK 8-STORAGE RACKS VERTICAL OF 1/2" 9'-THE CLEAR SPACE BETWEEN THE STORAGE RACKS AS SHOWN BY ARE IN COMPLIANCE WITH THE ASCE/SEI 7-10, ACI 318-11, SHAPES FY=55 KSI. ASTM A1011 IN THIS PROJECT ALL WELDED FABRICATOR #01464 (E70XX ELECTRODES) HILTI KB TZ ESR-1917 IS REQUIRED 6" THICK 2500 PSI. SOIL BEARING CAPACITY: 1500 #/ LEVEL 150 #/ LEVEL SHALL DISPLAY IN ONE OR MORE SIGN OF 50 SQUARE INCHES IN AREA, (1500 #/LEVEL & 150 #/LEVEL) SHALL BE INSTALLED WITH A MAXIMUM IN 10'-0" OF HEIGHT BELOW SPRINKLERS SHALL BE TOP OF TH —STORAGE AND TH THESE DRAWINGS REQUIREMENTS RMI/ANSI MH 16.1:2008 GR.55 (EXCEPT AS NOTED) CONSTRUCTION IN THE SHOP CAPACITY 1000 PSF CONSPICUOUS LOCATIONS SHOWING THE CAPACITY TOLERANCE FROM THE A MINIMUM OF 18 INCHES ING SPRINKLER DEFLECTOR. Cl)3 — - �� �-D,it ° cors d- `- 60" 24" © © 10—STORAGE RACK AREA N CODE COMPLIANCE M APPROVED OCT 2 1 2016 Cit of Tukwila v BUILDING DIVISION LOYEE ACCESS ONLY RECEIVED OF T UKWILA-A OCT 122016 PERMIT CENTER �--- .- d- ' r LIP 3: 20" „ 20" ,, 20" „ 21" . COCITY __ o © �- ,N 00 �� �--- r Jr + I RACK DESIGN AND ENGINEERING CD Q,, / 0 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204 co _� �` 11i�i SCALE: NONE �_ Q� D' N BY: A.KH. . ti , CAPACITY 1500 #1 LEVEL CAPACITY 150 #1 LEVEL II DATE: 9-21-16 PROJECT: CONTROLLED PRODUCTS 14500 INTERURBAN AV SOUTH, TUKWILLA, WA '�'`� I. STORAGE RACK DETAILS JOB NO. RD-18677 SHEET NO. PALLET RACK SIDE VIEW SHELVING SIDE VIEW I EXPIRES 12-26-17 I