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HomeMy WebLinkAboutPermit M14-0171 - WESTFIELD MALL PH 3 WEST ROOF - PENTHOUSE BUILT-UP UNIT WITH PACKAGED AIR CONDITIONED UNITSSOUTHCENTER MALL PHASE 3 WEST ROOF 2800 SOUTHCENTER MALL M14-0171 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 MECHANICAL PERMIT Parcel No: 9202470010 Permit Number: M14-0171 Address: 2800 SOUTHCENTER MALL Issue Date: 9/25/2014 Permit Expires On: 3/24/2015 Project Name: SOUTHCENTER MALL PHASE 3 WEST Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD, WA, 92013 Contact Person: Name: STEVE HARGROVE Address: 7717 DETROIT AVE SW , SEATTLE, WA, 98106 Phone: (206) 768-4000 Contractor: Name: MACDONALD MILLER FACIL SOLUTIO Phone: (206) 768-4180 Address: PO BOX 47983 , SEATTLE, WA, 98146- 7983 License No: MACDOFS980RU Expiration Date: Lender: Name: Address: DESCRIPTION OF WORK: REPLACE (1) PENTHOUSE BUILT UP UNIT WITH PACKAGED A/C UNITS Valuation of Work: $95,080.00 Type of Work: REPLACEMENT Fuel type: ELECT Fees Collected: $1,375.54 Electrical Service Provided by: PUGET SOUND ENERGY 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 International Fuel Gas Code: 2012 WA Cities Electrical Code: 2012 WA State Energy Code: 2012 2012 2014 2012 Permit Center Authorized Signature: 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. / ' G Signature: ` tl �� Date: 9/ 7-Ci `I Print Name:5�-- 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: 12: ***MECHANICAL PERMIT CONDITIONS*** 1: 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. 2: 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. 3: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 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: Readily accessible access to roof mounted equipment is required. 7: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: 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: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 22: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: H.V.A.C. units rated at greater than 2,000 cfm require auto -shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2437) 18: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air -moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 15: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2437) 19: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2437) 20: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2437) 16: 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) 21: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 14: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 23: 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 1400 FIRE FINAL 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL 0702 SMOKE DETECTOR TEST CITY OF TUKWI Community Development Department Permit Center 6300 Southcenter Blvd., Slate 100 Tukwila, WA 98188 http://www.TukwilaWA.gov MECHANICAL 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 ,F King Co Assessor's Tax No.: 3597000245 Site Address: 2800 Southcenter Parkway Tukwila, WA 98188 Suite Number: PH 2 Floor: West Rf Tenant Name: WF SOUTHCENTER MALL - PH 3 WEST ROOF New Tenant: ❑ Yes E ..No PROPERTY: OWNER Name: WES'I'FIELD CORP Address: 2800 SOUTHCENTER MALL City: TUKWILA State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: STEVE HARGROVE Address: 7717 DETROIT AVE SW City: SEATTLE State: WA Zip: 98106 Phone: (206) 768-4000 Fax: (206) 768-4001 Email: steve.hargrove@macmiller.com MECHANICAL CONTRACTOR"INFORMATION: Company Name: MACDONALD MILLER Address: 7717 DETROIT AVE SW City: SEATTLE State: WA Zip: 98106 Phone: (206) 768-4278 Fax: (206) 768-4279 Contr Reg No.: MACDOFS980RU Exp Date: 01/03/2015 Tukwila Business License No.: BUS-0100868 Valuation of project (contractor's bid price): $ Describe the scope of work in detail: REPLACE (1) PENTHOUSE BUILT UP UNITS WITH PACKAGED AC UNITS. 95,080 Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement Fuel Type: Electric WI Gas ❑ Other: H:\Applications\Porms-Applications On Line\2011 Applications\Mechanical Permit Application Revised 8-9-I l.docz Revised: August 2011 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfin Unit Type Qty Air handling unit >10,000 c$n Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment 1 Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu PERMIT. APPLICATIONNOTES-. 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 extension of time for additional periods not to exceed 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 AUTHOR' GENT: Signature: ��� Date: 08/28/2014 Print Name: DARLA DOLL Day Telephone: (206) 768-4278 Mailing Address: 7717 DETROIT AVE SW SEATTLE WA 98106 City State Zip HAApplications\Forms-Applications On Line \ 2011 Applications\Mechanical Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 2 r — „NO LAji; DESCRIPTIONS PermitTRAK Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAID ,375.54 M14-0171 Address: 2800 SOUTHCENTER M LL' n: 9202470010 $1,375.54 MECHANICAL $1,322.63 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $1,025.60 PLAN CHECK FEE R000.322.102.00.00 0.00 $264.53 TECHNOLOGY FEE $52.91 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R2969 R000.322.900.04.00 0.00 $52.91 $1,375.54 Date Paid: Friday, August 29, 2014 Paid By: MACDONALD MILLER FACILITY SOLU Pay Method: CHECK 4022 Printed: Friday, August 29, 2014 11:17 AM 1 of 1 CRWSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431,3670 Permit Inspection Request Line (206) 438-9350 AIM- 0/7 ProjeTt: i9e,:rk,C1 tk$C4f— Type of inspection' , Ate, a I • 6 t A s Address: , 00 .fo V.+k_Ctir ACM Date Called: Special Instructions: 441 t Date Wanted30 L—— a.rri ReodssIr: rct Lk 0/14,616 Plc.( (eAr- Ph 11eNp: '3R (''' 6 ((.5 pproved per applicable codes. Corrections required prior to approval, CO MENT : Otdd to le If" 5 r'ort., (1) Inspector: E Date:y _3 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 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 rnio-617 Project: Ty.of Inspectidn: Addres.: Date Called: Special Instructions: Date Wanted: Requester: Phone No: ElApproved per applicable codes. t_..J Corrections required prior to approval. COMMENTS: REIISPECTION FEE REQUITED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Da 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) 431-2451 Project: Type of inspection: Address Date Called: Special Instructions: Date Wanted: Requester: Phor_b676s9 r ^I coo 6 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: [/'REI SPECTION FEE REQUIRED. Prior to n xt inspection, fee must be Lpard at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. MAYES TESTING ENGINEERS, INC. May 6th, 2015 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188-8188 Attn.: Building Official Re: Southcenter Mall Roof Repair 2800 Southcenter Mall Way Tukwila, WA Project No. T15003 FINAL LETTER Permit: M14-0171 Seattle office 20225 CeclarValey Road Suite 110 Lymnood, WA98036 ph425.7429360 fax425.745.1737 Tacoma Office 10029 S. Taoomaway SuileE2 Tacoma, WA 98499 ph 253.584.3720 fax253.584.3707 Portland Office 7911 NE 33rd Once Suite 190 Rolland, OR 97211 ph 503.281.7515 fax503.281.7579 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: • Structural Steel Fabrication 1. Welding 2. Bolting To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information that you require. Should you have any questions, give us a call. Sincerely, Mayes Testing Engineers, Inc. Timothy G. Beckerle, P.E. Vice President RECEIVED CITY OF TUKWILA JUL 232015 PERMIT CENTER MAYES TESTING ENGINEERS, INC. Project No. T15003 Project Southcenter Mall Roof Repair Address 2800 Southcenter Boulevard, Tukwila Permit No. M14-0171 Bldg Dept. City of Renton Owner Westfield Engineer Lund Opsahl Contractor MacDonald -Miller Facility Solutions Inc Record No. 001 Date 4-20-15 Weather Clear Inspection Structural Steel Seale Office 20225 Cedarvalley Road Suite 110 Lynnwood, WA98036 ph425.742.9360 fax425.745.1737 Tacoma Office 10029 S. Tacana Way Suite E-2 Tacoma, WA98499 ph 25a.584.3720 faoc 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Pollard, OR 97211 ph 503.281.7515 fax 503.81.7579 On site for structural steel and welding inspection for the added framing for Penthouse #2. Inspected bolting and welding for conformance with the Revised Drawings from Bernt Johnson, PE Engineer and AWS D1.1-10. Bolting was completed per plans with ASTM A325 and A307 bolts. Welding was completed per the revised plans and per AWS D1.1-2010. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Jim R. Kay Reviewed By: Information in this report applies only to the actual items inspected or tested and shall not be reproduced except in full, without the approval of Mayes Testing Engineers, Inc. Page 1 of 1 FILE COPY Pprrnit No. STRUCTURAL CALCULATIONS Westfield Penthouse #2 Upgrades Phase 3 Tukwila, WA for MacDonald Miller August 22, 2014 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 12 2014 City of Tukwila BUILDING DIVISION RECEIVED • CITY OF TUKWILA Ml4OL7I AUG 2 9 2014 PERMIT CENTER 1201 First Avenue South, Suite 310 ( Seattle, Washington 98134 206-402-5156 www.lundopsahl.com Project Westfield SC Sheet Subject PH3 Mechanical Unit Install client MacDonald Miller Page No. Deer BBJ Date 8/13/2014 wwwJundopsahl.com Tel:206.402.5155 Project Address: Tukwila, WA Design Code: 2012 IBC(with local ammendments) Project Description: MacDonald Miller is installing a new heavier rooftop unit. Lund Opsahl wilt verify that new unit will not increase demand on structure by more than 5%. Lund Opsahl will provide required framing and connection to provide structural stability for gravity and lateral loads Design Loads Existing Unit Weight Weight 1860 Ibs New Unit Weight Weight 6925 Ibs Existing Roof Loads Dead 20 psf(44psf at concrete pad) Live 25 psf Seismic Design Values Unit SDS ap Ip Rp Weight (lb) Fp (Ibs) New Unit 0.971 1 1 2.5 6925 3227.6 Project Westfield SC Sheet subject PH3 Mechanical Unit Install Client MacDonald Miller Page No. Designer BBI www.lundopsahl.com Tei:206.402.5156 MUMS Design Maps Summary Report User-Spedfied Input Date 8/13/2014 View Detalled Report Print Report Title Westfield Mai! Wed August 13, 2014 22:48i31 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.45888°N, 122.2584°W Site Soil Classification Site Class 0 - "Stiff Soil" 1/11/III USGS-provided Output Ss = 1.456 g Sl = 0.543 g S«s = S141 = 1.456 g 0.815 g Se, = Sos = 0.971 g 0.543 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP' building code reference document. 1.65 1.50 1.35 1.20 1.05 0.20 0.75 0.60 0.45 0. 0.15 a00 MCER Response Spectrum 0.00 0.20 0.40 0.00 0.110 1,00 1.20 1.40 Period T (sec) 1.00 2.00 1.10 1.00 0.30 0.00 0.70 0.60 ago 0.40 0.20 0.20 0.10 Design Response Spectrum 0.00 1 1 1 1 1 1 1 1 1 1 1 0.00 0.20 0,40 0.60 0.10 1.00 1.20 1,40 1.60 1.130 2,00 Period, T (sec) Subject GtAt ..c.S Client 1.41 Page No. Designer. I Date EXIST EOIIP PAD IProject SC. PIA Subject- pt.-few et"-,7 et -A (..4-,meLf-4-- Designer 63--- Iwww.lundopsahl.com I Tel: 206.402.5156 Sheet Page Na Date , 0/ , dp 4 ers ...r , ,... , Ptoject 7S -a*u f!,t-AtNIT 2EPLACE" Sheet Subject cdTUT1JrL IS Cent F,..ge No. Desv,e, D-te www.lundopsahl.com Tel: 206.402.5156 1 .x.1,--rit...365-- 1 alorolt..) er 7:S2-* 1,1" ibli 1.. IT ' 1 ;,qc, A t•-... I , ts ' FII r,-,.. T, 41,.. L.. 44, of' 1 ei iegp, K\ EL.) Lo fhb tp6,-- \10,044 2 . 84 44. (It+5C-X—FAKT5 2.-S4•ILJErit%Itgefear t• s. tke-A-2.1 cis .4. 11,.-1 Qc crto 41, e7/14,,• k,slae. ,=---77 9X-) ProJect { ..%r /L43 e--+ti- Sheet Subject AY 3 /e 1'1 ,4 l/e 4 t... LJM/T UNDClient +'l / %,C !"'j/C. —fit PveNo. SAHL Designer Br Date ep.vvi.Iundopsahi.com j Tel: 206.402.5156 Project TLcC(— Sheet Subject P4•'Sga*-k osa Client Kitl,H Design =t ww.lundopsahl.com i Tel: 206.402.5156 www.lundops3hI.com 1 Tel: 206.402.5156 V6-41 F(.7 toCs0 0. - 5 tST-ttiCV*. 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STF IEL.b Subject Pk; ; 1.�—�Ts. t.-1S`1 ►_.S..L+iw Client D,.•igner www.lundopsahl.com I Tel:206.402,51S6 Sheet Page No. Date PcP6 re, Aye �!>a1►T o©Lr 34 (25 /." k3 C-41-ECAe- Dree-A7 AS L. g e 6 '4. .7-v^ to 5; Salt a� 3, (, Fr t..L.er Pro ect _S‘ZF , El- C) Sheet Subject Client C`=signer 'vv.w.lundopsahl.com I Tel:206.402.5156 Date be-e- 4-SS Art.,X. e.AG-S To C. t..Y..f+~ e— /5'` I' x Litt iqE t+t L•r t+t PS t¢5 --4) SEC 47-rofi --> 4t+,C314 e 04. e,o-r-s2or f3' Ai- CMcLS (2.) 4$„ x 1 �'�� t 1.4 t - E`tr. 4,vC,,.tko 2.5 (e266c&) www.hilti.us Profis Anchor 2.4.8 Company: Specifier: Address: Phone I Fax: E-Mail: Lund Opsahl LLC Bernt Johnson 1201 1st Ave S, Suite 310, Seattle WA 98134 206.402.5156 i Bjoh nson©lwo-se.com Page: Project: Sub -Project I Pos. No.: Date: 1 8/18/2014 Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Reinforcement: Seismic loads (cat. C, D, E, or F) KWIK HUS-EZ (KH-EZ) 3/8 (1 5/8) her = 1.110 in., hnom =1.625 in. Carbon Steel ESR-3027 3/1/2014 112/1/2015 design method ACI 318 / AC193 e, = 0.000 in. (no stand-off); t = 0.375 in. I, x ly x t = 4.000 in. x 10.000 in. x 0.375 in.; (Recommended plate thickness: not calculated) S shape (AISC); (L x W x Tx FT) = 3.000 in. x 2.330 In. x 0.170 in. x 0.260 in. cracked concrete, 3000, fc' = 3000 psi; h = 3.250 in. tension: condition 8, shear: condition 8; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar no Geometry [in.] & Loading [Ib, in.lb] CO q 0 00 • • • Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor ( c ) 2003-2009 Hlti AG, FL-9494 Schaan Hilti is a registered Trademark of Hflti AG, Schaan www.hilti.us Profis Anchor 2.4.8 Company: Lund Opsahl LLC Page: Specifier: Bernt Johnson Protect: Address: 1201 lst Ave S, Suite 310, Seattle WA 98134 Sub -Project I Pos. No.: Phone I Fax: 206.402.5156 I Date: E-Mail: Bjohnsontlwo-se.com 2 8/18/2014 2 Proof 1 Utilization (Governing Cases) Design values [ibj Utilization Loading Proof Load Capacity fN / 13v [%j Status Tension Pullout Strength 249 518 49 / - OK Shear Pryout Strength 410 1524 - / 27 OK Loading PN Pv Utilization No [%j Status Combined tension and shear loads 0.481 0.269 5/3 41 OK 3 Warnings • Please consider all details and hints/wamings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hiiti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software In each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schwan HIM is a registered Trademark of Hilti AG, Schaan Project 4..drFI Lheet Sub! -rt + ut„jtr Page /No..e, e /aim ch,i Designer w.vw.lundopsahl.com Tel: 206.402.5156 Co GovivJ 77z, cte. Extr-if3G- bece_ Zc &A- P/C \ 6-74 bete. 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PeEv: u5 -t.c5 City of Tukwila Department of Community Development 4/1/2015 STEVE HARGROVE 7717 DETROIT AVE SW SEATTLE, WA 98106 RE: Permit No. M14-0171 WESTFIELD MALL PH 3 WEST ROOF 2800 SOUTHCENTER MALL Dear Permit Holder: Jim Haggerton, 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 5/6/2015. Based on the above, you are hereby advised to: 1) Ca1I 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 5/6/2015, 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: M14-0171 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT CC: .: COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M14-0171 DATE: 08/29/14 PROJECT NAME: SOUTHCENTER MALL PHASE 3 WEST ROOF SITE ADDRESS: 2800 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: e Attic 9. 9 Building Division MI Public Works n AIN\ q u--l'1 Fire Prevention Structural n Planning Division Permit Coordinator 10 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 09/02/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: 09/30/14 Approved with Conditions N- Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only BUILDING OFFICIAL CORRECTION LETTER MAILED: APPROVAL FOR ISSUANCE Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW 0 INITIAL/SIGN DATE