Loading...
HomeMy WebLinkAboutPermit D14-0109 - COSTCO - FRAME SUPPORTCOSTCO 400 COSTCO DR D14-0109 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: htto://www.TukwilaWA.eov 2523049057 400 COSTCO DR Project Name: COSTCO DEVELOPMENT PERMIT Permit Number: D14-0109 Issue Date: 4/17/2014 Permit Expires On: 10/14/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: COSTCO WHOLESALE 999 LAKE DR ATTN: PROPERTY TAX #06, ISSAQUAH, WA, 98027 TODD MCLEAN PO BOX 12750, MILL CREEK, WA, 98082 Phone: (206) 276-1723 J HUGHES CONSTRUCTION INC Phone: P 0 BOX 12750 , MILL CREEK, WA, 98082 JHUG HCI051P6 Expiration Date: 12/3/2014 SELF FUNDED - COSTCO DESCRIPTION OF WORK: NEW STRUCTURAL FRAME SUPPORT FOR EXISTING CONDENSER UNITS PER SITE PLAN Project Valuation: $25,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Fees Collected: $991.02 Type of Construction: VB Occupancy per IBC: U Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations 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 2012 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:. 1 I y.mrs.a► Date: I hearby certify that I have read and'ned this permit and know the same to be true and correct. All provisions of law and ordinances gov g 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 perandagree to the conditions attached to this permit. Signature: ".— Print Name: '-----/t-432.6 eftehl Date: 7 /9 /r 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: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: 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. 6: Installation of high -strength bolts shall be periodically inspected in accordance with AISC specifications. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 8: 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. 9: 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. 10: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 11: 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). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0409 FRAMING 4046 SI-EPDXY/EXP CONC 4004 SI-WELDING CITY OF TUK, ..A Community Development Department Public Works Department Permit Center . 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Pei ',lit No. 11 1-4 Project No. Date Application Accepted: Date Application Expires: u-8—PI (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: Tenant Name: G04,+(.o 1::)r Gas-I-�-•o Tv jc u; I -a PROPERTY OWNER Name: Goy 4_ rio 14, .o` - - k Address: b City: State: ` Zip: t `� U eie8 CONTACT PERSON — person receiving all project communication Name: .T.:L_j M C lASD/ 1 Address: p O , 7& 11J15 4Z:' City: h I Vv r- State: 0/4.1/4 Zip:, eoesL Phone( ) via. ti Fax: (1 _ t \ 1 �s , i/ti. O l�4 Email:`` }•A ; �wci ASc , 'i'o4 M nc a4 GENERAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: King Co Assessor's Tax No.: Suite Number: New Tenant: Floor: ❑ Yes '. No ARCHITECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: 1yi_ ....1-- t _ _ _ 164 EfolC1 tiC I t-r- Engineer Nam�e: • lh f� Je oi J Address: P • . 6. ,,e.! 5 (I 5 City: 1 i SA...CpV State: JA Zip:98treT Phone/ k iizr 9S •Vol i Fax: I Email:` ., 1 e b 1...--1- e assr • $ter,. LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: /� _ "Tc� (� �NOV Address: City: State: Zip: H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 1 of 4 BUILDING PERMIT INFORMATIC 206-431-3670 Valuation of Project (contractor's bid price): $ 2,,/ _d r Existing Building Valuation: $ Describe the scope of work (please provide detailed information): t 12,1 0340.41/44.1S- < rFb" -T f c . c-r1t.J4 CoJ ncs r•-1 V i-rs peg__ 5.1 -;- Will there be new rack storage? ❑ ....Yes 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 1a Floor 1 2r'd Floor 3`d Floor Floors thru Basement Accessory Structure* , Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck . • PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18' inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? Compact: Handicap: ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list 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:\Applications\FormrApplications On Line\2012 Applicationa\permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PERMIT APPLICATION NOTES — I 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 ' ZED AG Signature: Print Name: I ri Tet OOC/ Mailing Address: r? o • ij-t''K s 9 5 Day Telephone: City Date: (1-1) 557•�—l1°� i6Stite zrri- H:\Applications\Fomu-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 4 of 4 t PUBLIC WORKS PERMIT INF( IATION — 206-433-0179 Scope of Work (please provide detailed information): Ca11 before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila 0 ...Water District #125 0 .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate Septic System: ❑ On -site Septic System — For on -site sept system, provide 2 copies of a current septic design approve King County Health Department. ❑ ...Valley View 0 ...Sewer Availability Provided 0... Highline 0...Renton ❑... Renton • 0... Seattle Submitted with Application (mark boxes whic a ' u 1 ❑ .. Civil Plans (Maximum Paper Size — 22" x ") ❑ .. Technical Information Report (Storm Drainage) ❑... Geotechnical Report ❑ .. Traffic Impact Analysis ❑ .. Bond 0...Insurance 0... Eas ent(s) ...Maintenance Agree ' ent(s) ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) Proposed Activities (mark boxes that apply i ❑ .. 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 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 0... Right -of- . y Use - Profit for less than 72 hours ...Right- s way Use — Potential Disturbance ❑ ...Abandon Se . c Tank ❑ ... Curb Cut ❑ ... Pavem Cut ❑... Loo r Fire Line Sto in Flood Zone rainage 0... Grease Interceptor ❑ ... Channelization 0... Trench Excavation El...Utility Undergrounding ❑ .. Permanent Water Meter Size (1) WO # (2) " WO # (3) 0 .. Temporary Water Meter Size (1) " WO # (2) " WO # (3) ❑ .. Water Only Meter Size WO # 0 .. Deduct Water er Size ❑ .. Sewer Main Extension blic ❑ Private 0 ❑ .. Water Main Extension . Public 0 Private 0 FINANCE INFORMATION " WO# " WO# Fire Line Size at Property ine Number of Public Fire Hydrant(s) ❑ .. Water 0 .. Sewer 0 .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City 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 DESCRIPTIONS PermitT' Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAI D $613.82 D �109 Address: 400 COSTCO DR Apn: 2523049057 $613.82 DEVELOPMENT $584.80 PERMIT FEE R000.322.100.00.00 $580.30 WASHINGTON STATE SURCHARGE B640.237.114 $4.50 TECHNOLOGY FEE $29.02 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R1839 R000.322.900.04.00 $29.02 $613.82 Date Paid: Thursday, April 17, 2014 Paid By: TODD MCLEAN Pay Method: CREDIT CARD H13363 Printed: Thursday, April 17, 2014 1:19 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS Permit ACCOUNT QUANTITY PAID 377.2p 7 $377.20 $377.20 $377.20 .20 DEVELOPMENT PLAN CHECK FEE R000.345.830.00.00 TOTAL FEES PAID BY RECEIPT: R1735 Date Paid: Tuesday, April 08, 2014 Paid By: TODD MCLEAN, J HUGHES CONSTRUC Pay Method: CREDIT CARD 00854C Printed: Tuesday, April 08, 2014 12:10 PM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.,1100, Tukwila. WA 98188 (206) 431-36 Permit Inspection Request Line (206) 438-9350 *°jT0-4S\d i:"Type iiitfjospection: t•.) )11.--- �1�ry•'sss: [/�!a :{)/� % Date Caned: gpecial Instructions. Date Want Z "1' Requester. Phone No: .approved per applicable codes. o GQrreCtiOnS required pry' to approval. :COMMENTS: 1 Z NSPECOON FE" REQUIRED. Prior to next inspection. tee must be id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 01H-ut0h 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: Cp54C0 Type of Inspection: •FI.A,N4wJC.- STCZvt-rtkA1 Date Called: S-7 t,- C;&1L Address: "iCaoS'C'Co i2 Special Instructions: <6Lt Michw e AL. . Z s1 l Z 5 3-Sf Date Wanted: '. I fl_ Z 3- r m �a. Pm. �equester: K6 c f h rok>r?/ .610 proved per applicable codes. Corrections required prior to approval. COMMENTS: p o • qo I- RAvoi,J6 - Appla 4 (a) e; I (U•eId - SFc,*A. L i -AffrojcaS S&. F i t L Le '✓-ievvk KLE Ii..I FI C.L 1 D4r,--9Dct-Iz--y (2) Me( K,NosieA( <-.,r,Mf-4" tI6FDF -COST 0c3v-icf ei ti0,3 +S - 3u1 0.NS !-,;.JAL_ (Aki kJ 4 0°eve. zUAi L I1P0 if) A,jiP L.. -?-'(n t .,i i s 1 s S u£ D. Mee h..J;o41 >r',w+L ,► 4F1) &CO E. leo o r ;4* ( , r v A n Mt" S d1 t-444'!r . f.0 Cla >r fee-rt oN.I S • F Let-f r 1.6 4 I i- L` vJf etE $ or: Date: (t / tb-L3- INSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to szhedule reinspection. KLE/NFELDER Bright People. Right Solutions. September 12, 2014 Kleinfelder Project No.: 20150665.001A Key Mechanical 19430 68th Avenue S Kent, WA 98032 Attention: Mr. Bill Zornes, Project Manager Subject: Final Report Construction Material Inspection Services Costco Tukwila Condenser 451 Costco Drive Tukwila, Washington 98188 Dear Mr. Zornes: 1)0)14- fo� This final inspection report documents that Kleinfelder's special inspection staff performed special inspection services at the above referenced address as required by the project plans, specifications, and International Building Code (IBC). Our staff observed the following portions of construction relative to the condenser rack installation: • Proprietary anchor installation; and • High strength bolting. Kleinfelder's ICC certified special inspectors performed the above listed inspections and testing services between the dates of May 6, 2014 and May 22, 2014. Based upon our observation of these work elements, written reports during site visits, it is our professional opinion that the above observed work was performed, to the best of our knowledge, in accordance with the engineer-of—record's recommendations, the approved plans, specification, and the applicable workmanship provisions of the International Building Code. LIMITATIONS Test results or special inspections and observations reported are those existing at the time of our services and may not be the same or comparable at other times. As our client, please recognize that construction monitoring is a technique employed to reduce risk of problems arising during construction. Provision of construction monitoring by 20150665.001 A/SEA14L05336 © 2014 Kleinfelder Page 1 of 2 September 12, 2014 14710 NE 87"' Street, Suite A100, Redmond, WA 98052 p 1425.636.7900 f 1425.636.7901 Kleinfelder personnel is not insurance, nor does it guarantee construction of any type. Even with diligent monitoring, some construction defects may have been missed. In all cases, the contractor shall retain sole responsibility for the deficiencies or omissions, regardless of when they are found. We do not undertake the guarantee of construction or production of a completed project conforming to the project plans and specifications. This work was performed in a manner consistent with the level of care and skill ordinarily exercised by other members of Kleinfelder's profession practicing in the same locality, under similar conditions, and at the date the services are provided. Our conclusions, opinions, and recommendations are based on a limited number of observations and data. It is possible that conditions could vary between or beyond the data evaluated. Kleinfelder makes no other representation, guarantee or warranty, express or implied, regarding the services, communication (oral or written), report, opinion, or instrument of service provided. CLOSURE We trust that this report serves your needs at this time. If you have questions regarding our professional services or need additional information, please contact our office at (425) 636-7900 Respectfully submitted, KLEINFELDER, INC. •-x /72// 1 Jason L. Washburn, PE Geotechnical Engineer 20150065.001 A/S EA 14 L 05336 © 2014 Kleinfelder 1/14. Marcus B. Byers, PE, P.Eng Principal Geotechnical Engineer Project Manager Page 2 of 2 September 12, 2014 KLEINFELDER 14710 NE 87th Street, Suite A100, Redmond, WA 98052 p 1425.636.7900 f 1425.636.7901 KLE/NFELDER Bright People, Rrght Solutions. Daily Field Report Project Name Costco Tukwila — Condenser Rack Project No. 20150665 Bldg. Permit No. D14-0109 Project Address 451 Costco Drive, Tukwila, WA Client Costco Wholesale Equipment Observed NA Weather Clear 60F - 70F Contractor Key Mechanical Reviewed By Types of Tests/Observations Date Reviewed 5/29/14 ❑ AC Pavements ❑ Fabrication Plant ❑ Masonry ❑ Sample Pickup ® Anchor Bolts ❑ Fireproofing ❑ Metal Decking ❑ Soil / Aggregate ❑ Batch Plant ❑ Foundations ❑ Pre -Post Tension ❑ Steel Erection ❑ Concrete ❑ HS Bolting ❑ Reinforang Steel ❑ Welding Date 5-06-14 SI DFR/Report No. CP0050614 Time Arrived 1300 Time Departed 1400 Travel Time 1 Hour Mileage 42 ® Other Proprietary anchor installation Arrived on site as per the contractor request for observations and sampling as per the approved plans, project specifications and applicable codes: Epoxy Witness: I observed that the crew had worked to drill and clean the holes for the existing slab to establish the anchor bolts for the condenser rack frame work. I observed that the holes had been drilled at the plan specified spacing and to the proper depth. I also observed that the holes had been cleaned to the manufactures recommendations as per ICC ES #2508. I observed the placement of the installation of Simpson Strong -Tie SET-XP (exp. Date 12/2015) and threaded anchor bolts. I observed that the installation was within general conformance with the plans, specifications and manufactures recommendations ® Report items comply ❑ Report items do not comply Acknowledged by Representing ❑ Report items comply with exceptions ❑ In Progress / Not complete Page 1 of 1 MAT-10 REV 5/08 Kleinfelder Representative Signature C. Paul Olsen OBOA #966 / WABO# SI 01851 Kleinfelder Representative Print Name KLE/NFELOER Project Name Costco Condenser Project No. 20150665 Bright People. Right Solutions. Daily Field Report Bldg. Permit No. D14-0109 Project Address 400 Costco Dr. #150 Tukwila, WA. 98188 Client J. Hughes Equipment Observed N/A Weather PM- Sunny -Hot 75°F Reviewed By Contractor Carlson Steel r.____. Date Reviewed 5/29/14 Types of Tests/Observations ❑ AC Pavements ❑ Anchor Bolts ❑ Batch Plant ❑ Concrete O Fabrication Plant ❑ Fireproofing ❑ Foundations O HS Bolting ❑ Masonry O Metal Deddng 0 Pre -Post Tension O Reinforcing Steel ❑ Sample Pidarp ❑ Soil / Agpsyete ❑ Steel Eredion ❑ weldn9 Date 13 May 2014 DFR/Report No. CMW05132014 Time Arrived 12:00 Time Departed 13:30 Travel Time 1 hr Mileage 45 ® Other Proprietary Anchors Documents Referenced: Approved Plans and Specifications Observations/Remarks: I arrived on site as requested by the contractor to observe today's daily construction activities as noted. • I observed the epoxy adhesive installation of the 5/8" threaded rod for the end beam to existing structure connection for the new condenser unit, I observed the contractor has previously drilled 3/4" diameter holes to a minimum embedment depth of 4n, cleaned the drilled holes using a wire brush, blowing with compressed air, and applied Simpson Strong Tie Set XP Lot No. 169Q3880 Exp. 02/2016, I observed the installation of the threaded rods at four connections with four rods per connection, at the top connection 9 installed into concrete and bottom connection 6 installed into hollow CMU with 6" screen inserts for a total of approx. 15 dowels installed at the noted locations. Installation of the rebar dowels per the manufacturer's recommended installation procedure and per general notes and detail A on S2.1. • Note: I observed the west end beam connection top right hole could not be installed due to electrical conduit and contractor is in progress of getting a field fix from the engineer. Observations to be made as required and as requested by the contractor. • Based on my observations and to the best of my knowledge, the above work was being performed in accordance with the approved construction drawings, applicable codes and standards. ❑ Report items comply ❑ Report items do not comply ❑ Report items comply withh exceptionse® In Progress / Not complete Acknowledged by :%L✓ 1;t0E Representing Kleinfelder Representative Signature Page 1 of 1_ Christian Wooddell WABO SI-01922 MAT-10 REV 5/08 Klelnfelder Representative Print Name KLEINFELOER Bright Arop/e. Right Solutions. Daily Field Report Project Name Costco Tukwila — Condenser Rack Project No. 20150665 Bldg. Permit No. D14-0109 Project Address 1605 NW Sammamish Road, Issaquah, WA Client Costco Wholesale Contractor Ferguson Construction Equipment Observed NA Weather Clear Reviewed By .'.. Date Reviewed 5/29/14 Types of Tests/Observations ❑ AC Pavements ❑ Anchor Bolts ❑ Batch Plant ❑ Concrete O Fabrication Plant ❑ Fit vp,uufing ❑ Foundations ® HS Bolting O Masonry O Metal Deddng 0 Pre -Post Tension ❑ Reinforcing Steel ❑ Sarnple Pidasp O Soil / Aggregate ❑ Steel Erection ❑ Welding Date 05/15/14 DFR/Report No. SI TG051514 Time Arrived 1230 Time Departed 1400 Travel Time 1 Mileage 32 El Other Documents Referenced: Approved Plans and specifications On site and performed the following inspections Condenser Rack Steel Framing — Bolted connections — refer to details per sheet S1.1 of the approved drawings. Framing erections is complete and framing members are connection with a/.' A325 galvanized bolts. The bolts have been tightened to a snug tight condition and are acceptable per project plans and specifications with the following exceptions 1. Two bolts on the south east comer are short — at the tightened condition the bolts not at the least flush with the top of the nut. 2. The bolts connecting braces to the frame are not galvanized. 3. The nuts for the anchor bolts connecting the framing to the building are not tightened. Re -inspection of the following items is required once completed or corrected. To the best of my knowledge the above was in general conformance with approved plans, specifications and regulatory requirements. ❑ Report items comply 0 Report items do not comply ® Report items comply with exceptions ❑ In Progress / Not complete Acknowledged by Joe Pomata Representing Ferguson Construction Klelnfelder Reprosentattve Signature Page 1 of 1 Tea*alam Gounden MAT-10 REV 5/08 Klelnfelder Representative Print Name /r*'*\ KLE/NFELDER aright . arght somriom. Daily Field Report Project Name Costco Tukwila — Condenser Rack Project No. 20150665 Bldg. Permit No. D14-0109 Project Address 451 Costco Drive, Tukwila, WA Client Costco Wholesale Contractor Key Mechanical Equipment Observed NA Weather Clear / Sunny Reviewed By Date Reviewed 5/29/14 Types of Tests/Observations ❑ AC Pavements O Anchor Bolts O Batch Plant ❑ Concrete ❑ Fabrication Plant O Fireproofing ❑ Foundations ® HS Bolting ❑ Masonry 0 Metal Decking O Pre -Post Tension 0 Reinforcing Steel ❑ Sample Pickup ❑ Scti Ayprepete ❑ Steel Erection ❑ Ong Date 05/22/14 DFR/Report No. SI TG052214 Time Arrived 0900 Time Departed 1000 Travel Time 1 Mileage 42 ❑ Other Documents Referenced: Approved Plans and specifications On site and performed the following inspections: A: Condenser Rack Steel Framing — Bolted connections — refer to details per sheet S1.1 of the approved drawings. Framing erections is complete and framing members are connection with '/." A325 galvanized bolts. The bolts have been tightened to a snug tight condition and are acceptable per project plans and specifications. Discrepancies noted per field report # SI TG051514 have been corrected. B: Anchor Bolt Installation — I observed the contractor install one 5/8" anchor bolt for the bottom inside anchor to the hollow cmu wall at the beam on the south end. The contractor drilled holes and blew it clean with compressed air. An epoxy screen insert was placed in the holed and filled with Simpson Set 22 adhesive epoxy prior to setting the anchor bolt in place. To the best of my knowledge, the above was in general conformance with approved plans, specifications and regulatory requirements. ® Report items comply ❑ Report items do not comply 0 Report items comply with exceptions ❑ In Progress / Not complete Acknowledged by 1N Representing Kleinfelder Representative Signature Page 1 of 1 Tealalam Gounden MAT-10 REV 5/08 Kleinfelder Representative Print Name z 15 Pb ENGINEERING B & T DESIGN & ENGINEERING, INC. P.O. Box 595 • Issaquah, WA 98027 • Phones: 425-557-0779 • Fax: 425-557-0765 FILE COPY STRUCTURAL CONDENSER UNIT'S ELEVATED FRAME CALCULATIONS FOR COSTCO TUKWILA STORE SOUTHCENTER FACILITY 400 COSTCO DRIVE TUKWILA, WASHINGTON 98188 GENERAL CONTRACTOR: J. HUGHES CONSTRUCTION, INC. P.O. BOX 12750 MILL CREEK, WASHINGTON 98082 [(206) 276-1723 / (425) 745-2410 FAX] [PROJECT MANAGER — TODD McLEAN] APRIL 3, 2014 - SUBMITTAL [B & T PROJECT NO. 14034.0] REVIEWED FOR CODE COMPLIANCE APPROVED APR 1 1 2014 City of `1"uI BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 8 2014 PERMIT CENTER 6- I, B&TDSN (425) 557-0779 LOADS PLATFORM: 14034 - COSTCO TUKWILA CONDENSER PLATFORM FRAMING MISC. TOTAL DL = Roof Snow LL = TOTAL ROOF DESIGN LOAD = BLDG DIMENSIONS & GRIDS FRAME LENGTH (ft) = FRAME WIDTH (ft) = FRAME HEIGHT (ft) = LATERAL LO) WIND: BASIC WIND SPEED (MPH) = EXPOSURE & GUST FACTOR "Cc" = BUILDING CODES: SEISMIC: ZIP CODE: Ss = S1 = Fa = Fv = R= 5a 5.0 10 35 28.1 10.0; 14.5 85 1,Q PSF PSF PSF PSF PSF (Exposure "B") General Criteria Page 1 4/2/2014 Load Dur = (Site Class "D" - Seismic Design Category "D") 98188!` 1.429 .489'',, 11 151 3 SDS = 0.953 SD1 = 0.5 v= 0.293 xW V(K)= 2012 IBC ASCE7-10 MATERIAL PROPERTIES Allowable Bearing (psf) = 1,500 3.10. R ENGINEERING 425-557-0779 PROJECT04=21.--r.-'4:16fiuHu 14\ DESCRIPTION e...g:;4-4 G15i4 4% t5 SHEET NO .0 OF DES DATE CHK JOB NO. 1 1.0 4' gle ENGINEERING 425-557-0779 PROJECT C ".r« 1-14 IlJ� DESCRIPTION ��'a I" Ch-1 SHEETNO.4"7 OF DEBATE CHK JOB NO. I fc`I'VI' 1 Rei ENGINEERING 425-557-0779 PROJECT C' W tu i'-P tt..f SHEET NO.. ¶ OF DESCRIPTION DEssAT DATE CHK JOB NO. I tCfil 2v 1C GcsIJN 4 5 B&TDSN (425) 557-0779 BUILDING CODES: 14034 - COSTCO TUKWILA CONDENSER PLATFORM 2012 IBC; ASCE7-10 Unit weight & dimensions: Weight (Ib) = L (ft) = B (ft) _ H (ft) = Af (ft"2) = curb height (ft) = 3,840 23.5 .0 .0 94.00 0.67 SOUTH CONDENSER Page 1 4/2/2014 Building dimensions: B (ft) = L (ft) = h (ft) = LATERAL LOADS SEISMIC [PER ASCE7-10 13.3.1] : ZIP CODE: (Site Class "D" - Seismic Design Category "D") WIND [PER ASCE7-10 6.5.15.1] : 85 MPH; Exposure "B": Ss = S1 = Fa = Fv = SDS = SD1 = 1.429 0.489 1.00 1.511 0.953 0.493 Fp (Ib) = 2,241 Fp max (Ib) = 5,853 Fp min (Ib) = 1,097 Kz [ Table 6-3] = Kzt = Kd [Table 6-4] = V (MPH) = 0.81 1.0 .9. 85 Iw = 1.6 Ip = Rp = ap = z (ft) = h (ft) = 13.83 98188 1•0 1 qz (psf) = 20 h/D = 0.44 G= Cf = Fw (Ib) = 3423 [Eq 6-28] 9'_ V MAX (Ib) = 3,423 Wind Force Governs OTM (lb-ft) = 9,140 Mr (Ib-ft) = 17,280 Net Uplift (Ib) = Shear (Ib) = Table 13.6-1 Table 13.6-1 Sec 6.5.8 Fig 6-21 -264 3,423 B&TDSN (425) 557-0779 BUILDING CODES: 14034 - COSTCO TUKWILA CONDENSER PLATFORM 2012 IBC; ASCE7-10 Unit weight & dimensions: Weight (Ib) = L (ft) = B (ft) = H (ft) = Af (ft"2) _ curb height (ft) = 2,26( 14) 90 56.00 0.67 NORTH CONDENSER Page 1 4/2/2014 Building dimensions: B (ft) = L (ft) = h (ft) = LATERAL LOADS SEISMIC [PER ASCE7-10 13.3.1] : ZIP CODE: (Site Class "D" - Seismic Design Category "D") WIND [PER ASCE7-10 6.5.15.1] : 85 MPH; Exposure "B": Ss = S1 = Fa = Fv = SDS = 0.953 SD1 = 0.493 1.429 0.489 1.00 1.511 Fp (Ib) = 1,313 Fp max (Ib) = 3,430 Fp min (Ib) = 643 Kz [ Table 6-3] = Kzt = Kd [Table 6-4] = V (MPH) = Iw = 0.81 1.0;; 85 1.7 Ip = Rp = ap = z (ft) = h (ft) = qz (psf) = h/D = G= Cf = Fw (Ib) = 2349 [Eq 6-28] 2 98188 6.0t 5 13.83 22 0.44 V MAX (Ib) = 2,349 Wind Force Governs I OTM (Ib-ft) = 6,271 Mr (Ib-ft) = 10,125 Net Uplift (Ib) = Shear (Ib) = Table 13.6-1 Table 13.6-1 Sec 6.5.8 Fig 6-21 -53 2,349 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0109 DATE: 04/08/14 PROJECT NAME: COSTCO SITE ADDRESS: 400 COSTCO DR X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: 1)11._ 41440� Building Division II ublic gsA 4ire Pr14(‘evention111 141-4.0-111 Structural CPL- ��/4- Planning Division Permit Coordinator IN PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/10/14 Structural Review Required REVIEWER'S INITIALS: DATE: C APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required n Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 05/07/14 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 J HUGHES CONSTRUCTION INC Page 1 of 3 Cli)1 Washington State Department of Labor & Industries J HUGHES CONSTRUCTION INC Owner or tradesperson HUGHES, JEFF W Principals HUGHES, JEFF W KRAUSE, KATHRYN (End: 11/09/2010) Doing business as J HUGHES CONSTRUCTION INC WA UBI No. 601 617 714 PO BOX 12750 MILL CREEK, WA98082 425-745-6341 SNOHOMISH County Business type Corporation Governing persons JEFFREY W HUGHES KATHRYN M KRAUSE; 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. JHUGHCI051 P6 Effective — expiration 10/26/1995 —12/03/2014 Bond AMERICAN CONTRS INDEMNITY CO Bond account no. 100024738 Received by L&I 06/13/2007 Insurance OHIO SECURITY INS CO Policy no. bkw54561250 Received by L&I 11/19/2013 $12, 000.00 Effective date 07/06/2007 $1, 000, 000.00 Effective date 12/01/2010 Expiration date 12/01/2014 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601617714&LIC=JHUGHCI051 P6&SAW= 04/17/2014