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HomeMy WebLinkAboutPermit D15-0009 - KOTIS DESIGN - STORAGE RACKSKOTIS DESIGN 1165 ANDOVER PARK W D15-0009 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 Parcel No: 3523049097 Permit Number: D15-0009 Address: 1165 ANDOVER PARK W Issue Date: 2/3/2015 Permit Expires On: 8/2/2015 Project Name: KOTIS DESIGN Owner: Name: CWWA SOUTHCENTER 4 LLC Address: PO BOX B-3879 C/O EQUITY OFFICE MGMT LLC, CHICAGO, WA, 60690 Contact Person: Name: MIKE SORENSON Address: 1100 SW 7TH ST , RENTON, WA, 98057 Contractor: Name: NORTH WEST HANDLING SYSTEMS IN Address: 1100 S.W. 7TH STEET, RENTON, WA, 98055 License No: NORTHWH275JF Lender: Name: SELF FUNDED - KOTIS DESIGN Address: , , , Phone: (206) 818-4488 Phone: (206) 255-0500 Expiration Date: 10/9/2015 DESCRIPTION OF WORK: INSTALLATION OF NEW AND USED SHELVING & RACKING. PLEASE SEE ATTACHED SUPPLEMENT, DRAWINGS AND ENGINEERING FOR COMMODITY DESCRIPTION, BUILDING INFORMATION, RACK AND SHELVING DETAILS, LOCATIONS ETC. Project Valuation: $15,000.00 Fees Collected: $657.82 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: VB Occupancy per IBC: S-2 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Chan neIization/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: Volumes: Cut: 0 Fill: 0 Number: 0 Water Main Extension: Water Meter: No Permit Center Authorized Signature: ` Date: 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: Print Name: 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 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. 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: 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) 9: 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) 10: 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) 11: 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) 13: Maintain fire extinguisher coverage throughout. 16: 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) 15: 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) 18: 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) 19: 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) 20: 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) 23: Flue spaces shall be provided in accordance with International Fire Code Table 3208.3. Required flue spaces shall be maintained. 14: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 21: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 22: 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 CITY OF TUKWILA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov SITE LOCATION Building Permit No. t3 I �5 Project No. Date Application Accepted: Date Application Expires: :I - f & —(, _ use 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" �Q King Co Assessor's Tax No.: Site Address:_ (� b'^� lea' �� ��- �� Suite Number: Floor:_ ' Tenant Name: i , S New Tenant: ❑ .....Yes 2..50 PROPERTY OWNER Name: rI C` Address: G7�� /__ Le City: / State: Zi1991 CONTACT PERSON — person receiving all project communication Name: Address: 1100 S W 71* S - City: State: Zip• dya5,• Phone: g Fax: Email: V'1'1 SOiP,,'! S-OflIri%s.Co f GENERAL CONTRACTOR INFORMATION Company Name: /, r,44 i-/ r Address: 0 City: State: (AAJ- Zip• o 7 Phone: Fax a$. , yG Contr Reg No.:C,r, y W/ Exp Date:.�Q g �S Tukwila Business License No.: ml j' o ZOLt RCHITECT OF RECORD C any Name: Architec e: Address: City: State: Zip: Phone: F >1: ENGINEER OF RECORD Company Name. t Engineer Name: Address: 10- W. City: 2 /„ State: Zip: �a Phone: Q -3,?Io Fait,,, BYO,-,,( Email: :I LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: C. Address: t b C City: StaK Zip: H:Wpplications\Fmmt-Applications On Line\2011 ApplicationsTernut Application Revised - 6-9-11.docx Revised: August 2011 bh Pagel of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ / 5—� 4V06 Existing Building Valuation: $ Describe the scope of work (please provide �detailed information): In Ofaaa 7byl Olen lew a u_oalw �-sOle ;�; J ,r- c�.��U�,,j Asa-��^ hu,1�� `��;��, , r� �•�/ S (vi,AeJallf, /6Ca/7`C1s, Will there be new rack storage? 2.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 I' Floor S 7 3S,-- 2 rul Floor Yd 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? El ....... Yes �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? ❑ ....... Yes .......No If `yes', attach list ofmaterials and storage locations on a separate 8-112"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 ApplicationsTermit Application Revised - 8-9-1 Ldocx Revised: August 2011 Page 2 of 4 bh 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 AUTHO AGENT: Signature: Date: Print Name: Day Telephone: 40 ',k(S oyqg g Mailing Address: 1 (0 5141 '% SA l n� � (,A 2R�% City state zip H:WpplicationslForrm-Applications On Line12011 ApplicationsTermit Application Revised- 6-9-11.docx Revised: August 2011 Page 4 of 4 bh DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $408.02 D15-0009 Address: 1165 ANDOVER PARK W Apn: 3523049097 $408.02 DEVELOPMENT $388.80 PERMIT FEE R000.322.100.00.00 0.00 $384.30 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $19.22 TECHNOLOGY FEE TOTAL FEES PAID•,, 1: R000.322.900.04.00 0.00 $19.22 $408.02 Date Paid: Tuesday, February 03, 2015 Paid By: MIKE SORENSON Pay Method: CREDIT CARD 072613 Printed: Tuesday, February 03, 2015 10:26 AM 1 of 1 Cl?W SYSTEMS Date Paid: Friday, January 16, 2015 Paid By: MICHAEL SORENSON Pay Method: CREDIT CARD 015063 Printed: Friday, January 16, 2015 2:10 PM 1 of 1 RWYSTEMS INSPECTION RECORD I INSPECTION NO. I Retain a copy with permit g--000? PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5ovthcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: k rbf(c pe-5( C/ Type i linspectifn: ( " - Afdr V (,ess: G 5'- A Ld - Date Called: Special Instructions. 4m Date Wanted, a.m. Requester* pwone No: 2-0c - 116.6 4- (inspector: D t REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cali to schedule reinspection. INSPECTION RECORD 1 Ufa j Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ) C, l Type of Inspection: /a clz Address: J / b�— � / Contact Person: Suite #: Special Instructions: Phone No.: (./ "pproved per applicable codes. Corrections required prior to approval. COMMENTS: �« C) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: �/ _� S �-- Date: 7 / pq/Flrs.: ❑ $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: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Fireproofing Aggregates S h o t c r e t e C o n c r e t e February 19, 2015 Masonry A s p h a l t File No. 15-176 Roofing P i l i n g S t e e I Building Official S o i l s 1N d City of Tukwila Building Department o o 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Kotis Design Address: 1167 Andover Park W. Permit: D15 0009 A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TEC IINC NATIONALLY ACCEPTED Li SORATOF, Y This is to advise you that special inspections are completed on the above referenced project. The following inspection was required and a copy of our inspection report is attached. 1. 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. Kimberle Anderson President RECEIVED CITY OF TUKWILA FEB 19 2015 PERMIT CENTER CC: NorthWest Handling Systems, Inc. -Tony Johnson, Mike Sorenson Tel: (425) 881-5812 Fax (425) 881-5441 •7126 180th Ave. NE • P.O. Box 2523 e Redmond, WA 98073 Field Report Report #: 26434 0 Client: Northwest Handling Systems, Inc. Project Number: 15-176 1100 SW 7th St. Permit #: D15-0009 Renton, WA 98055-2939 Project Name: Kotis Design Contact: Tony Johnson Address: 1167 Andover Park W. Inspection Performed: Proprietary Anchors Date: 2/13/2015 Time: Temperature: Dn site to test 1/2" Hilti Quick Bolt TZ;'s for 3 bays of pallet racking. Bolts were embedded 3 1/4", nto the existing slab, were torque tested to 40 ft./ibs., as specified in ESR 1917. Bolts were found .o be in conformance. RECEIVED CITY OF TUKW1'-.k FEB 19 2015 i s PERMIT CENTER i Distribution: © Distribute Client ❑ Distribute Contractor Distribute Engineer inspector. Horton, Tim ❑ g' ❑Distribute Owner ❑Q Distribute Municipality ❑ Distribute Other Reviewed by: Michele Guerrini ❑ Distribute Architect ❑ Distribute Other 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 p • H A N D L I NG 5YSTEMS, I N C. 1100 SW 7th St Renton, WA 98055 (425) 255-0500 ph (425) 228-6946 fax ATTN: BUILDING DEPARTMENT AND FIRE DEPARTMENT RACK INFORMATION SUPPLEMENT SITE ADDRESS: 1167 Andover Park W. TENANT NAME: Kotis Design DATE: January 15, 2015 APPLICANT: Mike Sorenson / (206) 818-4488 1. Load application and rack configuration drawings attached. CODS 00MLPLVk�N* 0L ' JAN' 3 0 ?r w5 C;� 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: Kotis Designs warehouses and distributes promotional clothing. Shirts, sweatshirts, shorts, etc.... with company logos on them. Cotton and poly clothing stored in cardboard boxes directly on racks. 7. Sprinkler System Information: .39/5600 with 286 degree heads 8. Building exits indicated on attached drawings. 9. Maximum product storage height: 20'. RECEIVED CITY OF TUKWILA JAM 16 205 154,00 9ERMIT CENTER ti. BY........ .....oHAN!AN..... RAdK DEOWN & ENOINEERINd GAO. DATE ..1-13-1............. 412 WEOT BROADWAY, 011M #204 SHEET NO ......... 1 ................ dLENDALE, dA. 91204 JOB NO....RD-17756 SUBJECT TEL:(818)240-3810 FAX:(818)240-3813 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: KOTIS DESIGN 1 167 ANDOVER PARK WEST, BLDG. B TUKWILA, WA 98188 PER IBC 2012 EDITION STORAGE RACKS CAPACITY: 3000 # / LEVEL AT PALLET RACKS 200 # / LEVEL AT SHELVING CALCS. 1 THRU 6 DRAWINGS: RD-17756 lm­�ryr?Ss+g"—& " OR rF WA84 VjY EXPIRES 12-26-15 b15-0007 REVIEWED FOR CODE COMPLIANCE APPROVED JAN `3 0 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 16 2015 PERMIT CENTER BY....... ..:...�HANiAN RACK DEOI(N & EN(INEERIN( CO. DATE ..�..-13-1.5.......... 412 WEOT BROADWAY, (QUITE #204 SHEET NO.........2............... dLENDALE, dA. 91204 JOB NO....RD-17756 SUBJECT TEL:(818)240-3810 FAX:(818)240-3813 144" 44" PALLET RACK BEAM DESIGN Ix=2.86 n7to. x Sx=1.09 Fy =55 Ksi. z 3/4- SIDE VIEW LOAD PER BEAM + 25% IMPACT LOAD (3.0 Kx.88)+(1.5 Kx.25) = 3.0 = 1.5 K 2 2 BEAMS M= 8 = 27 "K S R= .82<1.09 4 0 3 4.1 L =.69"< 1 L =.80„ x E SEISMIC DESIGN V= Rx1 4 xW IBC 2012 AND RMI SPECS. S oS =0.96 (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. = 2x3.0 K =3.0 K 2 COL. P=.2pL+ (3.oKx0.75)=2.4K W=.2pL+ (3.OPjx0.67)= 2.2 K K �LONGIT. •25 VTRANS. = .38 K LONGIT. SEISMIC 7.4"K 11.0'K .25K 11 .OAK BY....... c.:...oHANiAN..... WK DEOWN & ENdINEERIN(I CO. DATE.. 1.-.1.3.-.1.5 .......... . 412 WET BROADWAY, PUITE #204 SHEET NO........3............... GLENDALE, dA. 91204 JOB NO....RD-17756 SUBJECT ........................... TEL:(818)240-3810 FAX:(818)240-3813 COLUMN DESIGN 3" - M FY rx .2 55 KSI rx = 901.2 =128 Ae=.78 = ►x=1.19 KL 52 ry T =47 x ct=090- Se=.8 rx=1.2 Mn=Se •Fy= 44 ry=1.1 COMBINED STRESS RATIO Pex=� = 15.0 C2c=1.8 f2cP = C2b=1.67 ax=1-Pex •70 Cmx=.85 BASE PLATE ANCH. TENSION = .62 K ANCHOR SHEAR = .13 K Qc.P + Ob.Cmx.M = 87<1 Pr, Mr,.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.09x1 x65=2.9 K BEARING CAPACITY OF COL. HOLE 7/16"0 RIVET A = .1 Fy = 79 KSI Pa = .1 x79x.4 = 3 K Ma = (2.9 Kx4")+(1.5 Kx2") = 14.6 "K 3 PIN CONN. CONN. MEND =.01xWI2= 2.2 .K M = 9.2"K M = 1 1.4 "K SEISMIC TOTAL TIY �= Fe=( KL%218 \r/ x F n=F y .877)=16 KSI �2 c Pr,= Fr, .Ae= 12.0 K 2.4 K 11. J A c = FF = 1.75 Ac>1.5 8„x5„x3/8" BASE PLATE i L0 M r r 9.2 'K 7.4.K 11.0"K By.......q.....PHANIAN RAdK DEO1(N & EN( INEERIN( d0. DATE ..1-13-1.5.......... 412 WET BROADWAY, QUITE #204 SHEET NO........4............... GLENDALE, dA. 91204 JOB NO....RD-17756 SUBJECT TEL:(818)240-3810 FAX:(818)240-3813 OVERTURNING MpT =.38 Kx2 x206"xO.66 =103 "K COL. MR = 2.4Kx44"= 108"K NO UPLIFT 2.4 K 2.4K r-l'- i� I x I N .38K 38K ip 0 N p 00 44" LOAD TO DIAGONAL P = .38 Kx2 X 58 = 1.00 K COL. 44 FY =55 KSI Ae=.29 rx =.46 L= 58" Pa = 2.5 K CHECK WELDS P°= (1—.01L)L.t.F„ = 4.4K 0 = 2.55 P-- = 1 .7K x2 = 3.4K 0 SIDES CHECK SLAB 2400 1000 = 2.4 ° 2.4x 144=345 13 43 5=19" M= ( 42 12x1000x 2 x12=844 # S= 12x62 = 72 6 844 = 12 < 1 .6 2500 =80 72 TOP LEVEL LOADING W= 0.2DL+1.5LL=1.7K LOAD PER COL. V= .29 K MpT =.29 Kx2 x180" = 105 "K COL. MR = 1.7 Kx44" = 75 "K UPLIFT = 1 =.69 K i ❑ BOTH SIDES TYP. 1/2" r-1 I ❑ t=.Os" ❑ ' ❑ TYP 1/8 1.5" 2400 # 6" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL Q d ;a. a 6" 4.5 9.5" 19" BY....... ..:...oHAN!AN RAOK DEO1(N & EN(INEERINd d0. SHEET NO........5............... DATE.. -1.5. .......... 412 WE$T BROADWAY, $UM #204 R D 1..75 6 (LENDALE, dA. 91204 JOB NO..........- ................. SUBJECT ........................... TEL:(818)240-3810 FAX:(818)240-3813 rl cc ►4:13101:[t3 BEAM DESIGN SIDE VIEW 200 # / LEVEL Sx=.06 100 # / BEAM - - x FY=36Ksi. M= 72%.10 K = .96"K N 8 S R 92 .04<.06 LOAD PER COL. = 5x0.2 K =0.5 K 2 Coy. W=.1DL+ (0.5PLx0.67)=.44 K V=.05K COLUMN ANALYSIS 1/ t=.o75" FY=36Ksi Ae=.28 Ix=.07 1 -X- j- Smin .07 3 1/4" Amin=.51 COMBINED STRESS RATIO LONGIT. SEISMIC .020 K .16"K 014 K .16"K .27"K 008 K .27"K .34"K (O .005 K .34"K .38"K 003 K .38"K .40"K .40"K .15"K .05K 0 KL= 16x1.7=53 rmin .51 Mn=SB.Fy= 2.5 P Pex=�r E.1x =28 fZc=1.8 fZc.+ Qb.Cmx.M _ -.33<1 ( KL) 2 n Mn.ax S2b=1 .67 P ax=t -C2cP = .97 Pex Cmx=.85 Fe= nK = 102 rx 2 F n=F y(.658 A c )=31 KSI Pn= Fn .Ae = 8.7 K A c = Fy /Fe = .59 Ac<1.5 BY....... G.....PNANIAN..... RACK DEO1(N & EN( INEERIN( 0. 1 13 15 412 WE OME #204 SHEET NO ......... 6............... DATE .....-......- ................ �1T BROAD�PAY, RD 17756 (LENDALE, dA. 91204 JOB NO..........- ................. SUBJECT ........................... TEL:(818)240-3810 FAX:(818)240-3813 OVERTURNING .4I4K .44K MOT' .05Kx2x84"x.66 = 5.5 "K I MR = .44Kx24"=10.5"K .05K .05K NO UPLIFT co 24" BASE PLATE ANCHOR SHEAR = .03 K 4" (1)-3/8"O ANCHOR PER BASE PLATE, 2" EMB.� HILTI KWIK BOLT—TZ ESR-1917 N SPECIAL INSPECTION IS REQUIRED BEAM Q I I Q MOMENT AT BEAM CONNECTION II M coNN.= .40+.38 = .39..K 2 z � ill V RIVEr 25 43.14 x80x.4=1.5 K _JI IL-- Ma = 1 .5Kx1.5"=2.3 "K 4 114 CONN .25" 0 RIVET I I FY_80 KSI 4 114 COLUMN PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0009 DATE: 01/16/15 PROJECT NAME: KOTIS DESIGN SITE ADDRESS: 1167 ANDOVER PARK W X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Ang Division Fire Prevention Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 01/20/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02/17/15 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ 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 I-NTr Page 1 of 2 110rne IrliCiO en t;apaiiol COTItMl Search L&I A-7lndex Help My Secure LOCI Safety Claims & Insurance Workplace Rights Trades & Licensing NORTH WEST HANDLING SYS INC Owner or tradesperson 1100 SW 7TH ST FRANCK, JAMES JEROME RENTON, WA98055-2939 425-255-0500 Principals KING County 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. Business type 600 061 641 Corporation 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 $12,000.00 Bond account no. 81 S103354822BCM Received by L&I Effective date 10/09/2001 10/01 /2001 Expiration date Until Canceled Insurance ............._......... Travelers Indemnity Co of Ame $1,000,000.00 Policy no. Y6302C242044TIA14 Received by L&I Effective date 09/29/2014 10/01/2014 Expiration date 10/01 /2015 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings N.o lawsuits 1.against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=600051641&LIC=NORTHWH275JF&SAW= 02/03/2015 PLANS I T JE M A. - NORTH 122'-6" 24'-6"- 44X144 44X144 i 44X144 44X144 i 44X144 —6"- f —4'� 3'-5" 3 3' o 1uCK- I .. , 12'-10" '-5 36x48 36x48 36x48 36x48 6x48 36x48 36x48 36x48 36x48 36x48 6x48 36x48 " I I 36x48 36x48 36x48 36x48 36x48 36x48 36x48 36x48 36x48 36x48 36x48 36x48 —6" 3602 3602 3602 I 36x72 3602 3602 3602 I 36x72 3' 4 36x72 36x72 3602. 3602:, 3602 3602 36x72 3602 3' 36x72 36x72 36x72 36x72 36x72 3602 36x72 36x72 3' 3602 3602 36x72 3602 36x72 36x72 3602 3602 3' J, 3602 I 3602 3602 3602 [:36x72 I 36x72 I 36x48 36x48 36x48 36x48 36x48 36x48 36x48 36x48 36x48 36x48 36x48 36x48 —6" 3602 3602 3602 I 36x72 3602 3602 3602 I 36x72 3' 4 36x72 36x72 3602. 3602:, 3602 3602 36x72 3602 3' 36x72 36x72 36x72 36x72 36x72 3602 36x72 36x72 3' 3602 3602 36x72 3602 36x72 36x72 3602 3602 3' J, 3602 I 3602 3602 3602 [:36x72 I 36x72 3' 36x72 36x72 36x72 36x72 36x72 3602 36x72 36x72 3' 3602 3602 36x72 3602 36x72 36x72 3602 3602 3' J, 3602 I 3602 3602 3602 [:36x72 I 36x72 3' 3602 3602 36x72 3602 36x72 36x72 3602 3602 3' J, 3602 I 3602 3602 3602 [:36x72 I 36x72 3' J, 3602 I 3602 3602 3602 [:36x72 I 36x72 10 24'-6" 24' - 6" i C_ r, r E e F ,S I a - FILE COPY ®unit rqo. Plan review approval is subject to errors and o Approval of construction documents does not: he violation of any adopted code or ordinance. bf Field Copy and conditions is ackno •4CRY of Twmb Tulwma bunuu v plan submittal - . --__ r..ill rarMirp a ne%v p EXIT �„ PLAIN vlr""" EX iT I DI�' I F-VIl��:�i�ED i R CODL MPA NCa , 0 2015 TuliftBUIL DIVISION , RECEIVED CIT-Y_OF TUKWILA JAN 1 62015 PERMIT CENTER oo ° ° • 0 \� ❑ / LO ° 0 BOTH SIDES TYP. 1 /8 1.5" X 0 1'/2" B g A I I o 2 3 4" XTYP 1 ° o0 /8 r.. IN SAr °o Qz Q I I t=.06" A I I # cqpqook ° °° ° • ° ° .a _ Q o n _ SEC. A—Ati ....1 ❑ I cl�) TYP ° o ° o o a o ll t=.09" _(0 40_�_ - p.. . A � . •..e : • •r ., .' a a. TY s ° a to . o. , 1/8 1.5" / I 14° o e' s e / ° 6" t=3/8" — — — — — — 72 ° ° o N I�8" 7/16"0 RIVET SEC. B--B ASTM A576-90B %o 0 (2)-1 /2" 0 ANCHOR BOLTS PER BASE PLATE HOT —WROUGHT UNS t=3/16" ° o 0 3 1/4" EMB., (SEE NOTE NO. 4) 010100 GRADE C-1010 <a BASE PLATE DETAIL 1 BRACING DETAIL 2 3 PIN CONNECTION 3 GENERAL CONFIGURATION 4 6A 2 TO '.\°` FROOT V / / ING POs�ST POST II I I 11 III I GA. Q 1 /4"0 TEK SCREWS F00 II "ZL" BEAM LEFT TO RIGHT "ZS" BEAM FRONT TO BACK .— 3 Iy -:vIv.vvrE1 � 01 04 cV 5 5OO s i0 N CODE Cv',o�P IANCE A" 7 0 JAN 3 2015 r T�� N 3 1 /4" 1 1 /2" "T" POST COL. B.PL. "L" POST COL. E.PL. 1/4"0 RIVET C!� 0� I !.1$��'J9Ic1 � " (1)-3/8" 0 ANCHOR BOLT PER BASE PLATE (1)-3/8"O ANCHOR BOLT PER BASE PLATE ASTM A576-90B BUIl��.�ING,DI 9I �I0r'��v. — T POST L--POST 2" EMB., (SEE NOTE NO. 4) 2" EMB., (SEE NOTE NO. 4) t=14 GA. 14 GA. 14 GA. POST 5j BASE PLATE DETAIL 6 BEAM CONNECTION 7 NOTE§: 1—DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE 2012 EDITION AND RMI SPECIFICATIONS 2—STEEL FOR ALL SHAPES FY=55 KSI. ASTM A1011 GR.55 (EXCEPT AS NOTED) 3—NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP OF THE APPROVED FABRICATOR #00777 (E70XX ELECTRODES) 4—ALL ANCHORS HILTI KWIK BOLT—TZ ESR-1917 SPECIAL INSPECTION IS REQUIRED 5—CONCRETE SLAB 6" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF 144" 44" 6—STORAGE RACK CAPACITY 3000 #/ LEVEL AT PALLET RACKS 200 #/ LEVEL AT SHELVING 3 7—RACK INSTALLATIONS 'SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS 00 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 N r BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. 0 72" 36" 24" 10—STORAGE RACK AREA NOT OPEN TO PUBLIC, EMPLOYEE ACCESS ONLY rn 7 7 7 RECEIVED N CITY OF TVKWILA 2 to co 5 JAN 16 2015 wv 00 PERMIT CENTER T T� V/ N Y! M� W �II^^ W -/ *y µ OH�RACK DESIGN AND EINGINEERING 1 6 WA to6 V�91 412 WEST BR ADWAY9 SUITE #204y GLENDALE CA. 91204 SCALE: NONE DRAWN BY: .4x4 00 N • : :, a...+.:. ., ., DATE: 1-13-15 M PROJECT: KOT I S D E S I G N RFQt T `'° AL 1-167 ANDOVER PARK WEST, BLDG. 13, TUKWILA, WA 98188 PALLET RACK SIDE VIEW SHELVING SIDE VIEW STORAGE RACK DETAILS JOB NO. RD-17756 SHEET 70. EXPIRES 12-26-15