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Permit D17-0009 - K-2 STONE - STORAGE RACKS
K2 STONE 315 S 116 ST SUITE 109 D17-0009 Parcel No: Address: 0 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: httn://www.TukwilaWA.gov DEVELOPMENT PERMIT 0923049068 Permit Number: 3315 S 116TH ST 109 Project Name: K2 STONE Issue Date: Permit Expires On: D 17-0009 2/3/2017 8/2/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: EPROPERTY TAX INC DEPT 207 PO BOX 4900 , SCOTTSDALE, WA, 85261 ROGER STUESSI 9800 40TH AVE S , SEATTLE, WA, 98118 ENGINEERED PRODUCTS, A PAPE CO 9800 40TH AVE S , SEATTLE, WA, 98188 ENGINPC931C0 K2 STONE 3315 S 116 ST - SUITE 109 , TUKWILA, WA, 98168 Phone: (206) 394-3331 Phone: (206) 394-3300 Expiration Date: 2/20/2017 DESCRIPTION OF WORK: INSTALL PALLET STORAGE RACKS Project Valuation: $15,934.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: NO Type of Construction: ElectricalService Provided by: TUKWILA Fees Collected: $725.96 Occupancy per IBC: Water District: TUKWILA Sewer District: VALLEY VIEW 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 Permit Center Authorized Signature: w� Date: 7 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)ee to the conditions attached to this permit. Signature: Print Name: Date: Z-/ 7 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: 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. 8: 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. 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) 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) 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) 17: 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) 18: 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) 19: 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) 20: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 21: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 4046 SI-EPDXY/EXP CONC CITY OF TUKOLA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No., j / 7-- 00c7 Project No. Date Application Accepted: 0 iOA7 Date Application Expires: 07/( 31/ 7 (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.: f (� 1 4l Site Address: 3 3 /LC- - / / 6 S� Suite Number: l O �1 Floor: el,' Tenant Name: STD? PROPERTY OWNER Name: of eet_ �7'a6:S'S/ Address: 7p." - 7 45 a.��P s-'` Name: r A Phone: ,2v c _gfy _ 13,3 ( Fax: 5 7 `i - c, Email: r6 fe_ yg, e,iSyc-epu.t'q.c-a« Address:2 0y/7 —72.--.- S«�-- ,2../ 0 City: jte: Zip: 1 --- CONTACT CONTACT PERSON — person receiving all project communication Name: of eet_ �7'a6:S'S/ Address: 7p." - 7 45 a.��P s-'` City: SQA State: 4 Zip:��l(6' Phone: ,2v c _gfy _ 13,3 ( Fax: 5 7 `i - c, Email: r6 fe_ yg, e,iSyc-epu.t'q.c-a« GENERAL CONTRACTOR INFORMATION Company Name}, / y ee,_os p/2.0 u QTS Address: City: �2_i9 State: 11-7(a) Zip: Phone ,> .. 311, -73 oz► Fax:e2..r�6. 5-7,- _ 6,..i_2/7 Contr Reg No.60 6 r A,PcV3 G c Exp Date: 97 / 7 Tukwila Business License No.: • HAApplications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh New Tenant: W Yes .. No ARCHITECT OF RECORD Name: Company Name: n,Ni�y _‘4"/ C 4 <i Company Name: Engineer Name: a 2 R/ ,...4 L Architect Name: A State: j' Zip;1 City: o1 ///n 7 0 Address: Email:Ze0/2_1e46, e',/6 /Le,,r,'/J-g.tJ, 77e.1 City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: Company Name: n,Ni�y _‘4"/ C 4 <i City: 17,,k -we L r4 State: 6/4 Zip:?»/e k Engineer Name: a 2 R/ ,...4 L Address:/ f -‘z,,,,vt,A,,,e_, et J„,P, State: j' Zip;1 City: o1 ///n 7 0 Phone: YJ e, i, 51 .3 4 Fax: Email:Ze0/2_1e46, e',/6 /Le,,r,'/J-g.tJ, 77e.1 LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address:33 / r -5-1/e .fir City: 17,,k -we L r4 State: 6/4 Zip:?»/e k Page 1 of 4 BUILDING PERMIT INFORMATIO0206-431-3670 Valuation of Project (contractor's bid price): $ / F 3r 6"a Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Z ' 7 4// p.4 //e r S7—X./97Q_A7,41—b--1- Will there 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? ❑ Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes J No If `yes', attach list of materials and storage locations on a separate 8-1/2" x II" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM . 0 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\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 2nd -Floor - 3rd Floor — Floors thru Basement Accessory Structure* . Attached Garage Detached Garage i Attached Carport Detached Carport Covered Deck Uncovered Deck j PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: ' Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes J No If `yes', attach list of materials and storage locations on a separate 8-1/2" x II" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM . 0 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\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INF(Q'vIATION.— 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila 0 ...Water District #125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑... Highline ❑ ...Valley View 0... Renton ❑ ...Sewer Availability Provided 0... Renton ❑... Seattle Septic System: O On-site Septic System — For on-site septic system, provide 2 copies of a current 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) 0 .. Bond ❑... Insurance ❑... Easement(s) Proposed Activities (mark boxes that apply): 0 .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 • Non Right-of-way 0 ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑.. ❑.. . Geotechnical Report . Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0... Right-of-way Use - Profit for Less than 72 hours O... Right-of-way Use — Potential Disturbance O... Work in Flood Zone 0... Storm Drainage • 0...Abandon Septic Tank 0... Curb Cut 0...Pavement Cut 0...Looped Fire Line ❑ .. Permanent Water Meter Size (1) ❑ .. Temporary Water Meter Size (1) ❑ .. Water Only Meter Size 0 .. Sewer Main Extension Public ❑ ❑ .. Water Main Extension Public ❑ ... Grease Interceptor 0... Channelization ❑ ... Trench Excavation 0...Utility Undergrounding WO # (2) " WO # (3) WO # (2) " WO # (3) WO # ❑ .. Deduct Water Meter Size Private 0 Private 0 " WO# " WO# FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 .. Water 0 .. Sewer 0 .. 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 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 td 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 OWN Signature: AUT RI NT: Print Name: Mailing Address: 96-6 4/0 Day Telephone: Date: // 2// ad- F4' -j.3;3 / City H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Gr/ F// t State Zip Page 4 of 4 Cash Register Receipt Receipt: Number , City of Tukwila , R10739 DESCRIPTIONS PermitTRAK _ ACCOUNT QUANTITY ; PAID $450.16. D17-0009 Address: 3315 S 116TH ST 109 Apn: 0923049068 • . $450.16 . Credit Card Fee $13.11 Credit Card Fee R000.369.908.00.00 0.00 $13.11 DEVELOPMENT $416.45 PERMIT FEE R000.322.100.00.00 0.00 $411.95 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $20.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R10739 R000.322.900.04.00 0.00 $20.60 $450.16 Date Paid: Friday, February 03, 2017 Paid By: ROGER STUESSI Pay Method: CREDIT CARD 02321D Printed: Friday, February 03, 2017 3:10 PM 1 of 1 CRWYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK$275.80 ACCOUNT QUANTITY PAID D17-0009 Address: 3315 S 116TH ST 109 Apn: 0923049068 $275.80 Credit Card Fee $8.03 Credit Card Fee R000.369.908.00.00 0.00 $8.03 DEVELOPMENT $267.77 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R10428 R000.345.830.00.00 0.00 $267.77 $275.80 Date Paid: Friday, January 13, 2017 Paid By: ROGER H STUESSI Pay Method: CREDIT CARD 03646D Printed: Friday, January 13, 2017 2:14 PM 1 of 1 ISYSTEMS INSPECTION RECORD Retain a copy with permit 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 Di? -coo Projea Type of Inspection: Address: -74 S S 5 NI Vr- Date Called: Special Instructions: l®q Date Wante ;`,r 7 �7 a.m. p.m. Request Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date:I An, 17 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 NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P17-0064 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: K2 .51-014.M' Type of Inspection: j 130I LD I N.C-t- t;l'VHz- Address: 7315 -5' i i l,-li4Sr 169 Date Called: Special Instructions: Date Wanted: la.m. 2-,2(_j% ip.m. Requester: Phone No: I EiApproved per applicable codes. Corrections required prior to approval. COMMENTS: RcJ C 5 7— (AS — Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be II paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection) ��I INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 2 Sprinklers: Fire Alarm: Type of Inspecion:� f� Monitor: Address: Suite #: .S% S 3 .) )6 - ) oS Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 ) r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: inspector /� 1-7 Date: GI2/ 1( ) Hrs.: $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 Shotcrete Concrete Masonry Asphalt Roofing Piling S t e e 1 Soils Wood February 17, 2017 File No. 17-180 Building Official City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Address: Permit: K2 Stone 3315 S. 116' St. Suite 109 :D17-0009 A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCEPTED LAEORATORY 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 CC: Easy Up Storage -Roger Stuessi RECEIVED CITY OF TUKWILA FEB 17 2017 PERMIT CENTER Tel: (425) 881-5812 Fax (425) 881-5441 • 7126 180th Ave, NE • P.O. Box 2523 m Redmond, WA 98073 Field Report Report #: 69389 A.A.R. Testing Laborataryinc. 7126 180th Ave. E , 'ark 180,; Suite 0341, Redrtlrand, V11A.98052 Phone 425881.5812 Fax 425.881.5443 Client: Easy Up Storage 9800 40th Ave. S. Seattle, WA 98118 Contact: Roger Stuessi Project Number: 17-180 Permit #: D17 0009 Project Name: K2 Stone Address: 3315 S. 116th Bldg. 4, Suite 109 Inspection Performed: Proprietary Anchors Date: 2/16/2017 Time: Temperatuhre: Anchor bolts for pallet racks. Verified installation of Hilti KB -TZ anchors, 1/2" x 4 1/2" with 3 1/4"embedment, torqued to 40 ft. lbs. All installed in accordance with ESR 1917 and per plan. RECEIVED CITY OF TUKWILA FEB 17 2017 PERMIT CENTER Distribution: lJ Distribute Client Li Distribute Contractor El Distribute Engineer 1 Distribute Owner (� Distribute Municipality;; Distribute Other El Distribute Architect [T Distribute Other Inspector: Trow, Michael Reviewed by: Michele Guerrini All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden BTM (2) DIAGONALS ARE DOUBLED 3x3x14ga BACKER TO 76' BRACE z J O U 3'-6' 12 GA THK 3x3x14ga BACKER TO 76' 3/8"x 8'x 8' BASEPLATE (4) 1/2'0 ANCHORS r ACAMDRAWINGS\R2I 12'-0" UPRIGHT 1/8 V 1-1/2' EA FACE COLUMN & BASE PL 2.75 1-5/81H x 1' W STEP 'T' GA THICK PAN !DZ. 'T' 54" 4.13" 14ga LOAD BEAM 120' 6.00" 13ga PERMANENT PLAQUE NOT LESS THAN 50 SQ INCHES IN AREA TO BE PLACED IN CONSPICUOUS LOCATION STATING 8000# CAPACITY @ 72", 128" 54' or 120' LOAD BEAM ELEVATI❑N C 1.5 x 1.5 1.5 16 GA THK n. Z' OF 1/8' FILLET WELD EA END TO COLUMN BRACE 1-5/8x 3x 3/16' THK (4) PIN CONN BRACE CONN (4) AISI A502-2 RIVETS LOAD BEAM 7/16'0 2'oc HOOK THRU SLOTS IN COLUMN CONNECTOR 1/8 • COLUMN 1/8 V1-1/2 EA SIDE 3/8x 8x 8 BASEPLATE (4) 1/2'0 ANCHORS 6'oc EA WAY 6' FF 3.25' 6' CONCRETE SLAB ON GRADE COLUMN BASE X -SECTION z z J O U CONNECTOR SAFETY PIN TO RESIST 1000# UPLIFT LOAD COLUMN -BEAM CONN I— I I I I I I In D REOEIVED CITY OF TUKWILA JAN 13' 2017 PERMIT CENTER N viN A A p ceIL I— I(73 — d > 1.+.1 W0 Li J t J W � � �W '111x¢M� tnw oltzQa W N a_ U WH.W J coQ79 H as�3Z3,ior�gV w) HII. JU�(r)UJ >,J r J .~ � =. nLL Q t N m (4 UJ TUKWILLA, e -VI'VED R "' pMPLIANCE rI > "i 4OVED ;2, czFli A I I Tukwit I 1D co CO 0 Calculations for : K-2 -STONE TUKWILLA, WA 12/02/2016 Loading: 8000 # load levels 2 pallet levels @ 72,128 Seismic per IBC 2015 100% Utilization Sds = 1.013 Sdl = 0.573 I = 1.00 120 " Load Beams Uprights: 36 " wide �Gio C 3.000x 3.00•Ox 0.105 Columns /4/4101,94.44"4471 � C 1.500x 1.500x 0.060 Braces 8.0Ox 8.00x 0.375 Base Plates with 4- 0.500in x 3.25in Embed Anchor/Column 6.0Ox 2.750x 0.090 Load beams w/ 4 -Pin Connector +1's .'Z$444 0,615 )c , -'1, by : Ben Riehl Registered Engineer WA# 21008 User -Specified Input Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.499°N, 122.2915°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output SS = 1.518 g S1 = 0.570 g SMS = 1.518 g SM1 = 0.855 g Sps = 1.012 g Spl = 0.570 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.76 1.60 1.44 1.28 1.12 C2 0.96 0.20 0.64 0.48 0.32 0.16 0.00 MCEa Response Spectrum 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.4 Period, T ( sec) 1.10 0.9 0.28 0.77 a 0.66 0.55 Design Response Spectrum 0.44 0.33 0.22 0.11 0.00 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.90 2.00 Period, T (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. SEISMIC: IBC 2015 LOADING Ss= 81= Soil Class Modified Sms= Sm1= Seismic USE 151.8 % g 57.0 % g D 151.8 % g 85.5 % g Seismic Design Category R= Cs = Using Working V = Cs*W/1.4 V= or 4 0.2530 W Stress Design 0.1807 W Design spectral response parameters Sds= 101.2 % g Sd1= 57.0%g 2 D D Ie = 1 R= 6 Cs = 0.1687 W V= 0.1205W Cold Formed Channel Depth 3.000 in Fy = 55 ksi Flange 3.000 in Lip 0.750 in Thickness 0.1050 in COLUMN SECTION R 0.1000 in Blank = 9.82 in wt = 3.5 plf A = 1.031 in2 Ix = 1.609 in4 Sx = 1.073 in3 Rx = 1.249 in Iy = 1.258 in4 Sy = 0.731 in3 Ry .= 1.105 in a 2.5900 Web w/t 24.6667 a bar 2.8950. Flg w/t 24.6667 b 2.5900 x bar 1.2264 b bar 2.8950 m 1.6549 c 0.5450 x0 -2.8813 c bar 0.6975 J 0.0038 u 0.2395 x web 1.2789 gamma 1.0000 x lip 1.7211 R' 0.1525 h/t 26.5714 Section Removing: 0.640 inch slot 0.75 inches each side of center on web 0.375 inch hole 0.87 inches from web in each flange 0.213 in2 A' = 0.818 in2 x bar = 1.462 in I'x = 1.364 in4 S'x= 0.910 in3 R'x= 1.292 in I'y = 0.994 in4 S'y= 0.625 in3 R'y= 1.103 in Cold Formed Channel Depth 1.500 in Fy = 55 ksi Flange 1.500 in Lip .0.380 in Thickness 0..0600 in 0.1000 in BRACE SECTION Blank = 4.80 in wt = 1.0 .plf A •= .0.288 in2 Ix = 0.110 in4 Sx = 0.147 in3 Rx = 0.618 in ly = 0.085 in4 Sy = 0.099 in3 Ry = 0.545 in a 1.1800 Web w/t 19.6667 a bar 1.4400 Flg w/t 19.6667 b 1.1800 x bar 0.6089 b bar 1.4400 m 0.8483 c 0.2200 x0 -1.4572 c bar 0.3500 J 0.0003 • u 0.2042 x web 0.6389 gamma 1.0000 x lip 0.8611 R' 0.1300 • h/t 23.0000 Cold Formed Section HEIGHT OF BEAM MAT'L THICKNESS INSIDE RADIUS WIDTH STEEL YIELD STEP LONG SIDE TOP STEP SIDE STEP BOTT SHORT SID BOTTOM CORNERS 2 3 4 5 6 6.000 INCHES 0.090 INCHES 0.100 INCHES 2.750 INCHES 55.0 KSI 1.625 INCHES HIGH L 5.6200 1.3700 1.3350 0.7100 3.9950 2.3700 0.2278 0.2278 0.2278 0.2278 0.2278 0.2278 110t► LOAD BEAM 1.000 INCHES WIDE ABOUT THE HORIZONTAL AXIS Y LY 3.0000 16.8600 5.9550 8.1584 5.1425 6.8652 4.3300 3.0743 2.1875 8.7391 0.0450 0.1067 5.9023 1.3443 5.9023 1.3443 4.3827 0.99.82 4.2773 0.9742 0.0977 0.0223 0.0977 0.0223 ABOUT THE VERTIC LY2 Ii X LX 50.5800 14.7920 0.0450 0.2529 48.5830 0.0000 0.8750 1.1988 35.3045 0.1983 1.7050 2.2762 13.3117 0.0000 2.2050 1.5656 19.1167 5.3134 2.7050 10.8065 0.0048 0.0000 1.3750 3.2588 7.9347 0.0005 0.0977 0.0223 7.9347 0.0005 1.6523 0.3763 4.3749 0.0005 1.8027 0.4106 4.1671 0.0005 2.6523 0.6041 0.0022 0.0005 2.6523 0.6041 0.0022 0.0005 0.0977 0.0223 TOTALS 16.7666 41.3200 48.5092 191.3164 20.3064 17.8650 21.3982 AREA = CENTER GRAVITY = Ix = Sx = .Rx = 1.509 IN2 2.893 INCHES TO BASE 6.415 IN4 Iy = 2.065 IN3 Sy = 2.062 IN Ry = 1.276 INCHES TO LONG SIDE 1.865 IN4 1.266 IN3 1.112 IN RIVETS BEAM END CONNECTOR COLUMN MATERIAL THICKNESS = 0.105 IN LOAD BEAM DEPTH = 6 IN TOP OF BEAM TO TOP OF CONN= 0.125 IN WELD @ BTM OF BEAM = 0.125 IN LOAD = 8000 LBS PER PAIR CONNECTOR VERTICAL LOAD = 2000 LBS EACH 4 RIVETS @ 2 " oc 0.4375 " DIA A502-2 1st @ 1 "BELOW TOP OF CONNECTOR AREA = 0.150 IN2 EACH Fv = 22.0 KSI Vcap = 3.307 KIPS EACH RIVET BEARING Fb = 65.0 KSI BRG CAP= 2.986 KIPS EACH RIVET TOTAL RIVET VERTICAL CAPACITY = 11.944 KIPS 17% CONNECTOR 8 " LONG CONNECTOR ANGLE Py = 50 KSI 1.625 " x 3 " x 0.1875 " THICK WELDS S = 0.131 IN3 Mcap = 3.924 K -IN 3.924 K -IN RIVET MOMENT RESULTANT @ 1.25 IN FROM BTM OF CONN M = PL L = 0.5 IN Pmax = Mcap/L = 7.847 KIPS RIVET LOAD . DIST MOMENT P1 3.981 5.750 22.892 RIVET OK P2 2.596 3.750 9.737 P3 1.212 1.750 2.120 P4 0.000 0.000 0.000 TOTAL 7.789 34.749 CONNECTOR OK 0:125 0.125 0.125 0.125 0.125 0.125 x x X x x 6..000 4.375 1.625 1.000 2.750 1.750 FILLET WELD UP OUTSIDE FILLET WELD UP INSIDE FILLET WELD UP STEP SIDE FILLET WELD STEP BOTTOM FILLET WELD ACROSS BOTTOM FILLET WELD ACROSS TOP USE EFFECTIVE 0.09 " THICK WELD L = 17.50 IN A = 1.575 IN2 S = 2.277 IN3 Fv = 26.0 KSI Mcap = 59.19 K -IN 59.19 K -IN In Upright Plane Seismic Load Distribution per 2015 IBC Weight I = Sds = 1.013 1.00 Allowable Stress Increase 1.00 R = 4.0 E = (Sds/R)*I*P1 60 # per level frame weight Columns @ 36 " Levels Load WiHi Fi FiHi Column: (inches) (#) (k -in) (#) (k -in) C 3.000x 3.000x 0.105 128 8060 1032 1751 224 72 8060 580 985 71 O 0 0 0 0 KLx = 72 in 0 0 0 0 0 KLy = 41 in 0 0 0 0 0 A= 0.818 in O 0 0 0 0 Pcap = 20034 lbs 16120 1612 2736 295 Column 81% Stress Max column load = 16256 # Min column load = -3939 # Uplift Overturning (.6-.14Sds)D+ (0.6-.14Sds)Papp-0.91E = (1+:0.14Sds)D+ (0.85+0.14Sds).7P + .91E = REQUIRED HOLD DOWN = - 3766 # MIN 13081 # MAX - 3766 # Anchors: T = 3766 # 4 0.5 in dia HILTI TZ 3.25 inches embed in 3500psi concrete Tcap = 7140 # 53% Stressed V = 1436 # per leg Vcap = 10206 # = 14% Stressed COMBINED = 67% Stressed OK Braces: Brace height = Brace width = Length = P = Use : 41 " 36 " 55 " 4147 # C 1.500x 1.500x 0.060 A = 0.288 in L/r = 100 Pcap = 4352 # 95% In Upright Plane Seismic Load Distribution TOP LOAD ONLY per 2015 IBC Weight I = Sds = 1.013 1.00 Allowable Stress Increase 1.00 R = 4.0 E = (Sds/R)*I*P1 60 # per level frame weight Columns @ 36 " Levels Load WiHi Fi FiHi Column: (inches) (#) (k -in) (#) (k -in) C 3.000x 3.000x 0.105 128 8060 1032 2048 262 72 60 4 9 1 0 0 0 0 0 KLx = 72 in 0 0 0 0 0 KLy = 41 in 0 0 0 0 0 A= 0.818 in 0 0 0 0 0 Pcap = 20034 lbs 8120 1036 2057 263 Column 57% Stress Max column load = 11361 # Min column load = -3817 # Uplift Overturning Anchors: (.6-.14Sds)D+ (0.6-.14Sds)Papp-.0.91E = (1+0.14Sds)D+ (0.85+0.14Sds).7P + .91E = REQUIRED HOLD DOWN = T = Tcap = - 3618 # MIN 9512 # MAX - 3618 # 3618 # 4 0.5 in dia HILTI TZ 3.25 inches embed in 3500psi concrete 7140 # 51% Stressed V = 1029 # per leg Vcap = 10206 # = COMBINED = Braces: Brace height = 41 " Brace width = 36 " Length = 55 " P = 3118 # Use : C 1.500x 1.500x 0.060 A = 0.288 in L/r = 100 Pcap = 4352 # 72% OK 10% Stressed 61% Stressed PAGE 1 MSU STRESS -11 VERSION 9/89 --- DATE: 12/02/;6 --- TIME OF DAY: 16:36:46 INPUT DATA LISTING TO FOLLOW: Structure Storage Rack Type Plane Frame Number of Joints 10 Number of Supports 6 Number of Members 10 Number of Loadings 1 Joint Coordinates 1 0.0 72.0 S 2 0.0 128.0 S 3 61.5 0.0 S 4 .61.5 72.0 5 61.5 128.0 6 184.5 0.0 S 1 7 184.5 72.0 8 184.5 128.0 9 246.0 72.0 S 10 246.0 128.0 S Joint Releases 3 Moment Z 6 Moment Z 1 Force X Moment Z 2 Force X :Moment Z 9 Force •X Moment Z 10 Force X Moment Z Member Incidences 1 1 4 2 2 5 3 3 .4 4 4 5 5 6 7 6 7 8 7 4 8 7 9 10 in Load Beam Plane 2 Levels 2 5 7 9 5 8 8 10 8 7 3 6 Member Properties 1 Thru 2 Prismatic Ax 1.509 Ay 1.056 Iz 6.415 3 Thru 6 Prismatic Ax 0.818 Ay 0.409 Iz 1.364 7 Thru 10 Prismatic Ax 1.509 Ay 1.056 Iz 6.415 Constants E 29000. All .G 12000. All Tabulate All Loading Dead + Live + Seismic Joint Loads 4 Force Y -4.03 5 Force Y -4.03 7 Force Y -4.03 8 Force Y -4.03 4 Force X 0.134 10 9 PAGE 2 MSU STRESS -11 VERSION 9/89 --- DATE: 12/02/;6 --- TIME OF DAY: 16:36:46 5 Force X 0.239 7 Force X 0.134 8 Force X 0.239 Solve PROBLEM CORRECTLY SPECIFIED, EXECUTION TO PROCEED Seismic Analysis per 2015 IBC , wi di widi2 fi fidi # in ## 8060 1.3093 13817 268 350.9 1 134 267 8060 1.4634 17261 478 699.5 238 477 O 0.0000 0 0 0.0 0 0 O 0.0000 0 0 0.0 0 0 O 0.0000 0 0 0.0 0 0 0 0.0000 0 0 0.0 0 0 16120 31078 746 1050.4 g = 32.2 ft/sect T = 1:7386 sec I = 1.00 Cs = 0.0550 or 0.1689 Sdl = 0.573 Cs min = 0.101333 R = 6 Cs = 0.1013 V = (Cs*I*.67)*W*.67 V = 0.0679 W*.67 744 ##, 744 100% PAGE 3 MSU STRESS -11 VERSION 9/89 --- DATE: 12/02/;6 --- TIME OF DAY: 16:36:46 Structure Storage Rack in Load Beam Plane 2 Levels Loading Dead + Live + Seismic MEMBER FORCES MEMBER JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 1 0.000 -0.235 0.00 1 4 0.000 0.235 -14.45 2 2 0.000 -0.029 0.00 2 5 0.000 0.029 -1.76 3 3 7.996 0.369 0.00 3 4 -7.996 -0.369 26.54 4 4 3.996 0.202 4.77 4 5 -3.996 -0.202 6.55 5 6 7.996 0.377 0.00 5 7 -7.996 -0.377 27.17 6 7 3.996 0.276 6.66 6 8 -3.996 -0.276 8.80 7 4 -0.033 -0.265 -16.86 7 7 0.033 0.265 -15.71 8 7 0.000 -0.295 -18.12 8 9 0.000 0.295 0.00 9 5 0.037 -0.062 -4.79 9 8 -0.037 0.062 -2.88 10 8 0.000 -0.096 -5.92 10 10 0.000 0.096 0.00 APPLIED JOINT LOADS, FREE JOINTS JOINT FORCE X FORCE Y MOMENT Z 4 0.134 -4.030 0.00 5 0.239 -4.030 0.00 7 0.134 -4.-030 0.00 8 0.239 -4.030 0.00 REACTIONS,APPLIED LOADS SUPPORT JOINTS PAGE 4 MSU STRESS -11 VERSION 9/89 --- DATE: 12/02/;6 --- TIME OF DAY: 16:36:46 JOINT FORCE X FORCE Y MOMENT Z 1 0.000 -0.235 0.00 2 0.000 -0.029 0.00 3 -0.369 7.996 0.00 6 -0.377 7.996 0.00 9 0.000 0.295 0.00 10 0.000 0.096 0.00 FREE JOINT DISPLACEMENTS JOINT X -DISPLACEMENT Y -DISPLACEMENT ROTATION 4 1.3093 -0.0243 -0.0020 5 1.4634 -0.0337 -0.0007 7 1.3094 -0.0243 -0.0016 8 1.4633 -0.0337 -0.0001 SUPPORT JOINT DISPLACEMENTS JOINT X -DISPLACEMENT Y -DISPLACEMENT ROTATION 1 1.3093 0.0000 0.0004 2 1.4634 0.0000 -0.0005 3 0.0000 0.0000 -0.0262 6 0.0000 0.0000 -0.0264 9 1.3094 0.0000 0.0014 10 1.4-633 0.0000 0.0009 1 3 Point Beam -Column Check C 3.000x 3.000x 0.105 A = 0.818 in2 Sx = 0.910 in3 Rx = 1.292 in kx = 1.00 Stress Factor 1.000 Fy = Ry = ky = 55 ksi 1.103 in 1.00 P M Lx . Ly Pcap Mcap Ratio 7 8.1 27.2 72.0 41.0 20.03 30.01 131% 8 4.1 8.8 56.0 41.0 21.39 30.01 48% 0 0.0 0.0 72.0 41.0 20.03 30.01 0% 0 0.0 0.0 72.0 41.0 20.03 30.01 0% 0 0.0 0.0 72.0 41.0 20.03 30.01 0% 0 0.0 0.0 72.0 41.0 20.03 30.01 0% Load Beam Check 6.00x 2.750x 0.090 A = 1.509 in2 Sx = 2.065 in3 Fy = . E = Ix = 55 ksi 29,500 E3 ksi 6.415 in4 Length = 120 inches Pallet Load 8000 lbs Assume 0.5 pallet load on each beam M = PL/8= •60.00 k -in fb = 29.06 ksi Fb = 33 ksi 88% Mcap = 68.14 k -in 90.85 k -in with 1/3 increase Defl 0.48 in = L/ 252 w/ 25% added to :one pallet load M = .22 PL = 52.80 k -in 77% 641a �a1 io Depth Flange Lip Thickness R Blank = A = Ix = Iy = a a bar b b bar c c bar u gamma R' Cold Formed Channel 3.000 3.000 0.750 0.0750 0.1000 9.94 0.747 1.191 0.920 2.6500 2.9250 2.6500 2.9250 0.5750 0.7125 0.2160 1.0000 0.1375 in in in in in in in2 in4 in4 Sx Sy FY wt 0 794 = 0 537 Web w/t Flg w/t x bar m x0 J x web x lip h/t in3 in3 55 ksi 2.5 plf Rx ._ Ry = 35.3333 35.3333 1.2423 1.6690 -2.9114 0.0014 1.2798 1.7202 38.0000 ectioito gitir kealr-.c 0.6(A +6:141* tNZ 5i, 1 •tqs/14z COLUMN SECTION 1.263 in 1.109 in Cold Formed Section HEIGHT OF BEAM MAT'L THICKNESS INSIDE RADIUS WIDTH STEEL YIELD STEP 4.130 INCHES 0.075 INCHES 0.100 INCHES 2.750 INCHES 55.0 KSI 1.625 INCHES HIGH 574421 LOAD BEAM 1.000 INCHES WIDE ABOUT THE HORIZONTAL AXIS L Y LY LY2 Ii LONG SIDE 3.7800 2.0650 7.8057 16.1188 4.5008 TOP 1.4000 4.0925 5.7295 23.4480 0.0000 STEP SIDE 1.3500 3.2800 4.4280 14.5238 0.2050 STEP BOTT 0.7250 2.4675 1.7889 4.4142 0.0000 SHORT SID 2.1550 1.2525 2.6991 3.3807 0.8340 BOTTOM 2.4000 0.0375 0.0900 0.0034 0.0000 CORNERS 2 3 4. 5 6 0.2160 4.0425 0.8731 3.5296 0.0004 0.2160 4.0425 0.8731 3.5296 0.0004 0.2160 2.5175 0.5437 1.3688 0.0004 0.2160 2.4175 0.5222 1.2623 0.0004 0.2160 0.0875 0.0189 0.0017 0.0004 0.2160 0.0875 0.0189 0.0017 0.0004 ABOUT THE VERTIC X LX 0.0375 0.1418 0.8750 1.2250 1.7125 2.3119 2.2125 1.6041 2.7125 5.8454 1.3750 3.3000 0.0875 0.0189 1.6625 0.3591 1.8000 0.3888 2.6625 . 0.5751 2.6625 0.5751. 0.0875 0.0189 TOTALS 13.1059 26.3900 25.3912 71.5826 5.5422 17.8875 16.3639 AREA = CENTER GRAVITY = Ix = Sx = Rx = 0.983 IN2 1.937 INCHES TO BASE 2.095 IN4 Iy = 0.955 IN3 Sy = 1.460 IN Ry = Load Beam Check 4.13x 2.750x 0.075 A = 0.983 in2 Sx = 0.955 in3 Length = Pallet Load Assume M = PL/8= fb = Mcap = Defl = w/ 25% M 54 inches 8000 0.5 27.00 28.26 31.53 42.04 0.13 Fy = E _ Ix = 1.249 INCHES TO LONG SIDE 1.074 IN4 0.716 IN3 1.045 IN 55 ksi 29,500 E3 ksi 2.095 in4 lbs pallet load on each beam k -in ksi Fb = 33 ksi k -in k -in with 1/3 in = L/ 407 increase added to one pallet load = .22 PL = 23.76 k -in 86% 75% Base Plate Design Column Load Allowable Soil Assume Footing Soil Pressure 12.2 kips 1500 psf basic 34.2 in square on side 1500 psf Bending: Assume the concrete slab works as a beam that is fixed against rotation at the end of the base plate and is free to deflect at the extreme edge of the assumed footing, but not free to rotate. Mmax = w1A2/3 Use 8 "square base plate w = Load factor = Shear : 10.4 psi 1.67 1 = M = 6 in thick slab f'c = s = 6.00 in3 fb = Fb = 5(phi) (f'c''.5) = Beam fir = Punching fv = Base Plate Bending 29 psi Fv 50 psi Fir = 10.11 in 592 #-in 3500 psi 99 psi 192 psi 101 psi 201 psi. Use 0.375 "thick 1 = 2.5 in w = 191 psi fb = 25400 psi Fb = 37500 psi OK !! OK 1! OK !! OK !! 7/3/2017 City of Tukwila Department of Community Development ROGER STUESSI 9800 40TH AVE S SEATTLE, WA 98118 RE: Permit No. D17-0009 K2 STONE 3315 S 116TH ST 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 8/20/2017. 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 8/20/2017, 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: D17-0009 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 12/1/2017 City of Tukwila Department of Community Development ROGER STUESSI 9800 40TH AVE S SEATTLE, WA 98118 RE: Permit No. D17-0009 K2 STONE 3315 S 116TH ST 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 1/10/2018. 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 1/10/2018, 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, Rachelle Ripley Permit Technician File No: D17-0009 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ERMIT COORD COPY 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0009: DATE: 01/13/17 PROJECT NAME: K-2 STONE SITE ADDRESS: 3315 S 116TH ST X Original Plan Submittal Response to Correction Letter # Revision # . before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works Rte► PM►G Fire Prevention Structural Planning Division ❑ Permit Coordinator n PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 01/17/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 02/14/17 ❑ Approved with Conditions n 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/Ig/2013 ENGINEERED PRODUCTS, A PA 464 Washington State DepartMeet of Labor & Industries Home Espanol Contact Safety & Health Claims & Insurance Search L&I Page 1 of 2 A -Z Index help My L&l Workplace Rights Trades & Licensing ENGINEERED PRODUCTS, A PAPE CO Owner or tradesperson Principals SALMAN, DAVID EROL, PRESIDENT PAPE, MARY SUSAN, VICE PRESIDENT WETLE, CHRISTOPHER THOMAS, VICE PRESIDENT RIECKE, ROBERT JOHN, VICE PRESIDENT CARNEAU, CORY SCOTT, VICE PRESIDENT PAPE, RANDALL JORDAN, SECRETARY CT CORP SYSTEMS, AGENT RIECKE, ROBERT J, SECRETARY (End: 02/04/2013) SAYLOR, THOMAS H, TREASURER (End: 02/04/2013) HOLLINGSHEAD, DANNY W, VICE PRESIDENT (End: 02/12/2013) Doing business as ENGINEERED PRODUCTS, A PAPE CO WA UBI No. 602 684 203 9800 40th AVE SO SEATTLE, WA 98118 206-394-3300 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. ENGINPC931C0 Effective — expiration 02/20/2007— 02/20/2017 Bond FIDELITY & DEPOSIT CO OF MD Bond account no. 08748464 $12,000.00 Received by L&I Effective date 02/16/2007 02/13/2007 Expiration date Until Canceled Insurance Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602684203&LIC=ENGINPC931 CO&SAW= 2/3/2017 ENGINEERED PRODUCTS, A PA` : CO National Union Fire Ins of PA $1,000,000.00 Policy no. gI5180113 Received by L&I Effective date 02/29/2016 03/01/2016 Expiration date 03/01/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits 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 No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 586,069-04 Doing business as ENGINEERED PRODUCTS A PAPE COM Estimated workers reported Quarter 4 of Year 2016 "51 to 75 Workers" L&I account representative T2 / BEVERLY HARDEMAN (206)835-1045 - Email: HASK235@Ini.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Page 2 of 2 © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602684203&LIC=ENGINPC931 CO&SAW= 2/3/2017