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Home My WebLink AboutPermit D14-0292 - CHAMPA CERAMICS - STORAGE RACKSCHAMPA CERAMICS 1171 ANDOVER PARK W D14-0292 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.aov Parcel No: 3523049097 Address: 1171 ANDOVER PARK W Project Name: CHAMPA CERAMICS DEVELOPMENT PERMIT Permit Number: D14-0292 Issue Date: 9/23/2014 Permit Expires On: 3/22/2015 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: CWWA SOUTHCENTER 4 LLC PO BOX B-3879 C/O EQUITY OFFICE MGMT LLC, CHICAGO, WA, 60690 MIKE SORENSON 1100 SW 7TH ST, RENTON, WA, 98057 NORTHWEST HANDLING SYSTEMS 1100 SW 7 ST, RENTON, WA, 98055 N O RTH HS963 N D SELF FUNDED - CHAMPA CERAMICS Phone: (206) 818-4488 Phone: Expiration Date: 10/9/2015 DESCRIPTION OF WORK: INSTALLATION OF USED PALLET RACKING. PLEASE SEE ATTACHED DRAWINGS, ENGINEERING, CALCULATIONS AND SUPPLEMENT FOR ALL DETAILS Project Valuation: $8,500.00 Fees Collected: $457.90 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: 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: 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 2014 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: tt^'-3`1 I 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: Print Name: Date: .7%2 y 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: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 6: 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. 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 9: 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) 7: 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) 8: 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: Maintain fire extinguisher coverage throughout. 12: 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) 11: 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) 14: Clearance between ignition sources, such as Tight 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 13-16.1.4) 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 315.3.1) 17: Flue spaces shall be provided in accordance with International Fire Code Table 3208.3. 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 4046 SI-EPDXY/EXP CONC INVECTION TYPE ADE CODE UILDING FINAL** LUMBO 1700 CONCRETE SLAB COMBO 0301 EMERGENCY LIGHTING COMBO 0611 ENERGY EFF CERT COMBO 0610 EXT ROOFING INSUL COMBO 0612 F&S RESISTANT PEN COMBO 0450 FOOTING COMBO 0201 FOOTING DRAINS COMBO 0202 FOUNDATION WALL COMBO 0200 FRAMING COMBO 0409 GAS FIREPLACE INSERT COMBO 0708 GAS PIPING FINAL COMBO 2000 GLAZING COMBO 0606 GROUNDWORK COMBO 8004 LATH & GYPSUM COMBO 0502 LIGHTING EQUIP/CONT COMBO 0613 LOWEST FLOOR ELE COMBO 0410 MECH EQUIP EFF COMBO 0703 MECHANICAL FINAL COMBO 1800 MOTOR INSPECTION COMBO 0614 PIPE INSULATION COMBO 0608 PIPE/DUCT INSULATION COMBO 0609 PLUMBING FINAL COMBO 1900 PRE -CONSTRUCTION COMBO 0101 PRE-REROOF COMBO 0103 REFRIGERATION EQUIP COMBO 0705 REMOVE STOP WORK COMBO 0104 ROOF SHEATHING COMBO 0401 ROOF/CEILING INSUL COMBO 0603 ROUGH -IN GAS PIPING COMBO 9002 ROUGH -IN MECHANICAL COMBO 0701 ROUGH -IN PLUMBING COMBO 8005 SI-CAST-IN-PLACE COMBO 4037 SI-COLD-FORM TRUSS COMBO 4029 SI-COLD-FORM WELD COMBO 4027 SI-CONCRETE CONST COMBO 4000 SI-DRIVEN DEEP FOUND COMBO 4036 SI-E.I.F.S COMBO 4043 SI-EMPIRICALLY MASON COMBO 4030 - SI=EPDXY/EXP CONC COMBO 4046 SI-FIRE RESIST JNTS COMBO 4044 SI-FIRE RETARD COAT COMBO 4042 SI-HELICAL PILE COMBO 4038 SI-HIGH LOAD DIAPH COMBO 4033 SI-MASONRY COMBO 4022 SI-METAL PLATE CONN COMBO 4034 SI-OBS-SEISMIC REST COMBO 4023 SI-OBS-WIND REQUIRE COMBO 4024 SI-REINF STEEL -WELD COMBO 4028 SI-SEISMIC RESTIST COMBO 4039 SI-SMOKE CONTROL COMBO 4045 SI-SOILS COMBO 4035 SI-SPRAY FIRE -RESIST COMBO 4041 SI-STEEL CONST COMBO 4025 SI-STRUCT STEEL COMBO 4026 SI-TEST-QUAL SEISM COMBO 4040 INSPECTION .,PE TRADE CODE SI-VERT MASON FOUND COMBO 4031 SI-WELDING COMBO 4004 SI-WOOD CONST COMBO 4032 SLAB/FLOOR INSUL COMBO 0602 SMOKE DETECTOR TEST COMBO 0702 SUSPENDED CEILING COMBO 0406 UNDERFLOOR FRAMING COMBO 0412 UNDERGROUND COMBO 9001 WALL INSULATION COMBO 0601 WALL SHEATHING/SHEAR COMBO 0413 SMOKE CONTROL TEST COMBO 0704 ELECTRICAL FINAL ELECT 2100 ROUGH -IN ELECTRICAL ELECT 7003 SERVICE ELECT 7002 UNDERGROUND/SLAB ELECT 7001 FIRE ALARM FIRE 6010 FIRE FINAL FIRE 1400 HALON/CLEAN AGENT FIRE 6030 HOOD AND DUCT FIRE 6020 MONITOR FIRE 6040 SMOKE DAMPERS FIRE 6050 SPRINKLER COVER FIRE 6005 SPRINKLERS FIRE 6000 SOILS PLGN 1230 EXTERIOR FINISHES PLNG 1220 LANDSCAPING PLNG 1200 PARKING PLNG 1210 PLANNING FINAL PLNG 1500 SIGN FINAL** PLNG 1510 TREE PROTECT MEASURE PLNG 1240 BACKFLOW - FIRE PW 5180 BACKFLOW - IRR PW 5170 BACKFLOW - WATER PW 5190 CHANNELIZATION/STP PW 5010 CURB, ACCESS, SDW PW 5000 EROSION MEASURES PW 5200 EROSION MEASURES FNL PW 5210 FIRE LOOP HYDRANT PW 5020 FLOOD ZONE CONTROL PW 5030 GREASE INTERCEPTOR PW 5220 HAULING, OVERSIZE LD PW 5050 ILLUMINATION PW 5250 LAND ALTERING PW 5040 LANDSCAPE IRRIGATION PW 5060 PAVING AND RESTORE PW 5230 PUBLIC WORKS FINAL PW 1600 PUBLIC WORKS PRE -CON PW 5160 SANITARY SIDE SEWER PW 5070 SEWER MAIN EXTENSION PW 5080 STORM DRAINAGE PW 5090 STREET USE PW 5100 TRAFFIC SIGNAL PW 5240 WATER MAIN EXT PW 5110 WATER METER - EXEMPT PW 5120 WATER METER - PERM PW 5130 WATER METER - TEMP PW 5140 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Building Permit No. Y M Project No. Date Application Accepted: Date Application Expires: 0oc � x (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 Site Address: 117 1 .71-tr.4o ve.i &tic ks / Tenant Name: C .G. ✓1'` C2P4A% 1 c PROPERTY OWNER Name: tc,cedar. / f j_e,W S Iyin/ Address: [OI 5,/ City:7' ( �� I (1 State: (�,4 q�/ Zip west CONTACT PERSON — person receiving all project communication Name:p1ye— ,5 ra v\_S C.— Address: Ho 0 5 W •7 gd . City: t State: w,4 Zip::? s. 7 -iLIO t� Gam/ `u p Phone:+ G� . _Lit rS Fax: f/�'. , �k_0/rq 7 e (iiiii Email: lm co reel coil d r) s • co iin GENERAL CONTRACTOR INFORMATION Company Name A /o / Way I4y 4144 Y� S-7J %�s,Address: rlOOl 4f -7S� City: ik4n State: cAytk Ziply80 —7 Phone"Fax: ^ �p(k4 /v95a- [�� Ow_ Contr Reg No 'gxp Date)q<<I%6 5 ,, "' tk4l `� Tukwila Business License No.: pus.. (.90( 36 y411 King Co Assessor's Tax No.: Suite Number: r)! Floor: New Tenant: [Yes ❑ ..No • RCHITECT OF RECORD Co ny Name: Architect Address: City: tate: Zip: Phone: Fax: E 11: ENGINEER OF RECORD Company Name. R� //�� ////� rr'' \ . / ..., Engineer Name: r Q� � �� // Address: ) l ( (N, • 1(-04414,t r i 0/ ..,/ ' /, City: /' _ /4 / _ W1 State: j �f Zip: Phone:F`g. 38lo Faxg(g"13-y ».. )elf 3 Email:. 14 /4 LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: S•�1 r 4, /Lt Address: CV1 k,G /2`,0'G� City: State: Zip: H: Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ it7'lar ExistingJBuilding Valuation: $ `- P (pleaseprovideinformation):,L�S�tIt iL G,) f,lU�, L42-1" t ekt, Describe the scope of work detailed / f If � �,/ de GvI S, fi2hGr l'ni22 (t reu� ` Cetl CG (ci rjc•%S, Ci�'T Will there be new rack storage? [' Yes E.. 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 l' Floor ' p/ ?a® �C� b'e 6`~ 2° Floor , 3rd Floor Floors thru Basement Accessory Structure* I 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? ❑ Yes [a]/o If "yes", explain: FIRE PROTE ION/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 tvo 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:Wpplications\Forms-Applications On Line\2011 ApplicationsU'ermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 `-PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Sco of Work (please provide detailed information): Call before you Dig: 811 Water District ❑ ...Tukwila ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Septic System: ❑ On -site Septic System — For on -site septic system, p vide 2 copies of a current Please refer to Public Works Bulletin #1 for fees and estimate s Water District #125 ❑ .. Highline ❑ ... Valley ' 'ew ❑ .. Renton ❑ ...Sewer Ava ability Provided Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) O ...Bond ❑ .. Insurance ❑ .. Easement(s) 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 cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities O ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protectio Irrigation Domestic et. Renton ❑ .. Seattle eptic design approved by King County Health Department. ❑ . otechnical Report aintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Righ of -way Use - Profit for less than 72 hours ❑ .. Right-o way Use — Potential Disturbance ❑ .. Work in Flood Zo O .. Storm Drainage ❑ Abandon Septic Tank .. Curb Cut .. Pavement Cut ❑ .. Looped Fire Line ater ❑ ...Permanent Water Meter Size . WO # ❑ ...Temporary Water Meter Si - .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Sewer Main Extension. Public 0 Private 0 ❑ ...Water Main Extensio Public ❑ Private 0 FINANCE INFORMA ' ON Fire Line Size at Pro erty Line 0 ...Water 0 ...Sewer Monthl Servic: : Tin to: Name: ❑ ... rease Interceptor ❑ .. Ch nelization ❑ .. Tren. Excavation ❑ .. Utility ndergrounding 0 ...Deduct Water Meter Size Number of Public Fire Hydrant(s) 0 ...Sewage Treatment Day Telephone: Mailing A. •ress: Water eter Refund/Billing_ Nam' City State Zip Day Telephone: Mailing Address: City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-1 t docx Revised: August 2011 bh 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 OR AUT . 1 r GENT: Signature: Print Name: Date: r _ft;—<`2bLSc-s-7 Day Telephone: 2 6d/c - ! 7 8 Mailing Address: (I cd SW 7 S -11 �� 9 S ' City State Zip H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY PermitTRAK I PAID $457.90 D14-0292 Address: 1171 ANDOVER PARK W Apn: 3523049097 $457.90 DEVELOPMENT $444.56 PERMIT FEE R000.322.100.00.00 0.00 $266.70 PLAN CHECK FEE R000.345.830.00.00 0.00 $173.36 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $13.34 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R3138 R000.322.900.04.00 0.00 $13.34 $457.90 Date Paid: Tuesday, September 23, 2014 Paid By: MIKE SORENSON Pay Method: CREDIT CARD 030819 Printed: Tuesday, September 23, 2014 4:09 PM 1 of 1 CRWSYSTEMS INSPECTION RECORD Retain a copy with permit DPI-oz.-07Z INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project- , C. kci tit.va (el-044r c5 Type of inspecti n: F,tor(t Address At o ver ifeEvia .il Date Called:/- Date Special Instructions; g asck. 54e, 1_1_1_ -Date Wanted: . (1.- a.m. p.m. Reqviet:. '2616 -1 6 -13-3 err. Approved per applicable codes. Corrections required prior to approval. COMMENTS: inspector: -Date* REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvtl., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION Na PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D(4,07?, Project: / -- e (kA(f,4 Typeof.ihsp.ecton: ,.1 (--I,-t- ( _ Address: r AAJD d ci(j-- Date Cailecl: Special Instructions: Date Wanted: t ° I- / ....- I-5 (Ian). P.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: — 1 V f i lkj-e en . t___Ari e (IT: n ,-\ AA( , Li i / x`• Insiiector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100, Cali to schedule reinspection. INSPECTION NO. PERMIT NO. e../� CITY OF TUKWILA BUILDING DIVISION j� 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit Project: f' (AA-t`lt PiA, l ,UG.M,�(_ s Type of Inspection: Address: / ((_ "7 [ din ) u U. Date Called: C,-;<5 O.`/1 AJ tn(;�, I Special Instructions: Date Wan' ed: ° / a:m' Requester: 7 Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 7-I )777.03 (Z- l : ( \-e 1\.)) mcr -eSS -.:. k e,S(p X ✓1 _o \ P ‘k..i e if & i rl MP i ih .M.P-e i )n nenc :nspecT, 1 t \` r , lnspeccir: Date:/ ( (p _ t5 r REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER L -0 1 z PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Cl� .�p0, ie (7 ,CS Type ofJnspection: Address: Suite #: / / 7 / /W Contact Person: Special Instructions: Phone No.: 11 Approved per applicable codes. Corrections required prior to approval. COMMENTS: //is74 / 2Ae 4 ,?,r,4 , .• a.i F� 1 oN�� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: .ce- 7 �� 4 ' j Date: //7`/ S Hrs.: /. 6) $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: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 FILE COPY Permit No. NORTHWEST HANDLING SYSTEMS, I N C. The Material Handling Experts 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: 1171 Andover Park West TENANT NAME: Champa Ceramics DATE: September 03, 2014 APPLICANT: Mike Sorenson / (206) 818-4488 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. 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: Decorative planter pots constructed of 100% ceramic materials. Stored on wood pallets on wire mesh decks. Non encapsulated, some band only shrink wrapping. 7. Sprinkler System Information: .39/5600 with 286 degree heads 8. Building exits indicated on attached drawings. 9. Ceiling height: 23' Maximum product storage height: 18' REVIEWED FOR .CODE COMPLIANCE APPROVED SEP 2 2 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 0 5 2014 PERMIT CENTER DID}- ozi2 1 BY. G. OHANIAN DATE 8-27-14 SUBJECT RAdK DEOI(4N & EN(INEERINd do. 412 WEST BROADWAY, SUITE #204 (lLENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 1 JOB NO.. RD-17540 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: FILE COPY CHAMPA CERAMICS Permit No. 1171 ANDOVER PARK WEST TUKWILA, WA 98188 PER IBC 2012 EDITION STORAGE RACKS CAPACITY: 3000 # / LEVEL CALCS. 1 THRU 4 DRAWINGS: RD-17540 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 2 2014 • City of Tukwila BUILDING DIVISION EXPIRES 12-26-15 RECEIVED CITY OF TUKWILA SEP 0 5 2014 PERMIT CENTER Dly- Ozlz BY G. OHANIAN RAdK DEOI(4N Sc EN(INEERIN(4 do. DATE. 8-27-14 SUBJECT 412 WEBT BROADWAY, BUITE #204 dLENDALE, CA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 2 JOB NO.. RD-17540 120" 4 1/2" BEAM 1 f! TYPE "A" 120" LONG BEAM SEISMIC DESIGN _ SDSXI V— Rx1.4 xW r. 1.0 32" 1 SIDE VIEW 1 1 $ LOAD PER BEAM + 25% IMPACT LOAD Ix=2.19 (3.0Kx.88)+(1.5Kx.25) = ,0= 1.5K BEAMS Sx =.93 Fy =55 KSI. M= 8 2 = 23 "K S R= .69<.93 4 A 384.WL=.53"<180 =.67" x E IBC 2012 AND RMI SPECS. 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. = 3x3.0K —4.5 K 2 coL. P=.2 DL+ (4.5Kx0.75)=3.6K W=.2DL+ (4.5PLx0.67)= 3.2 K LONGIT. •37 K V = .56K TRANS. TYPE "B" LONGIT. SEISMIC 96" LONG BEAM 0 0 1 2 3/4" 1 M= 822 =23"K S R= .69 <.77 19K 12K 5.5-K = 9.2-K 06K 9.2-K = 1 1.1K 0 SIDE VIEW Ix =1.63 Sx =.77 FY =55 KSI. 5xwL4 L 384.1 E —.71' < 180 =.67" x• 5.5°K .37K 11.1-K By G. OHANIAN DATE . 8-27-14 SUBJECT RAdK DEOION & ENdINEERINC4 d0. 412 WET BROADWAY, �1UITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO 3 JOB NO. RD-17540 COLUMN ANALYSIS x- 3" --x t=.090" p Fy=55 KSI Ae=.78 Ix=1.19 S e=.8 rx=1.2 ry=1.1 KL=62x1.7 =88 rx 1.2 KLr ==47 Y Mn=Se.Fy= 44 COMBINED STRESS RATIO Pex-7r E.lx-31.0 i7c-1.8 Qc.P }Qb.Cmx.M _ 73<1 (KL) 2 Pn Mn.ax — �cP — Ob=1.67 ax=1— Pex .79 Cmx=.85 BASE PLATE ANCH. TENSION = .06 K ANCHOR SHEAR — .19 K (2)-1/2"0 ANCHORS PER BASE PL., 3 1/4" EMB. M\ HILTI KWIK BOLT—TZ ESR-1917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION Fe=( = KL)238 rx F n= F y(.658 A c2 )=30 KSI Pn= Fn .Ae = 23.0 K 3.6K 11.1 I 71-1 O .5x.09x1x65=2.9K BEARING CAPACITY OF COL. HOLE 9.2 "K 7/16" 0 RIVET A=.1 Fy=79KSI Pa = .1x79x.4 = 3 K 10.2" Ma = (2.9 Kx4")+(1.5 Kx2") = 14.6 "K 3 PIN CONN. CONN. MEND —.01XWI2= 1.8 "K M= 10.2"K M=12.0"K SEISMIC TOTAL 11.1 "K Xc=-N/Fy/Fe = 1.21 Ac<1.5 7 3/4"x5"x3/8" BASE PLATE 10.2 "K 11 6 I 7 3/4" BY G. OHANIAN RAdK DEOI(N & EN(INEERIN(t do. DATE .8-27-14 SUBJECT 412 WET BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 4 JOB NO. RD-17540 OVERTURNING MOT =.56 Kx2 x212"x0.66 =156 "K COL. M R = 3.6 Kx32"= 1 15 "K UPLIFT = 156321 15 _1.3 K LOAD TO DIAGONAL P=.56Kx2 x58 =1.5K COL. 44 BOTH SIDES TYP FY =55 KSI Ae=.29 rX =.46 L= 58" .56K 3.6 K 3.6K l r\X;1 I/ NI N .56 K cO 10 32" 44" Pa= 2.5K CHECK WELDS pn= (1_ .011.) L.t.Fu = 4.4 K f2= 2.55 = 1 .7K X2 = 3.4K o SIDES CHECK SLAB 3600 - - 3•6 °' 1000 J 518=23" 3.6x 144=518 M= (5.'2 )2x1000x 2 x12=1260"# S= 12x62 = 72 6 1260= 18 <1.6 N/2500 =80 72 TOP LEVEL LOADING W= 0.2DL+1.5LL=1.7K LOAD PER COL. V= .30 K MOT = .30 Kx2 x186" = 1 10"K COL. MR = 1.7 Kx32"= 54"K UPLIFT = 1 10-5 —1 7 K 32 1/8'1.5" 1/2" \E �x t==.06" 3600 # 6" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0292 DATE: 09/05/2014 PROJECT NAME: CHAMPA CERAMICS SITE ADDRESS: 1171 ANDOVER PK W X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: ANJ 17 04' (11 Buildin Aik q\-1)-414 Fire Prevention 111 Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 09/09/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 10/07/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Zvi 8/2013 NORTH WEST HANDLING SYS T'`Tr; Page 1 of 2 Washington State Department of Labor & Industries NORTH WEST HANDLING SYS INC Owner or tradesperson FRANCK, JAMES JEROME 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, WA98055-2939 425-255-0500 KING County Business type 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 Bond account no. 815103354822BCM Received by L&I 10/09/2001 Insurance Travelers Indemnity Co of Ame Policy no. 6302C242044TIA13 Received by L&I 10/03/2013 $12,000.00 Effective date 10/01/2001 Expiration date Until Canceled $1,000,000.00 Effective date 10/01/2013 Expiration date https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600051641 &LIC=NORTHWH275JF&SAW= 09/23/2014