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Home My WebLink AboutPermit D16-0183 - BURLINGTON COAT FACTORY - REPLACE COLUMNSBURLINGTON COAT FACTORY 17 4 8 0 S O UTH CENTER PK D 16-018 3 � 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.sov DEVELOPMENT PERMIT Parcel No: 2623049110 Address: 17480 SOUTHCENTER PKWY Project Name: BURLINGTON COAT FACTORY Owner: Name: KIR TUKWILA 050 LLC Address: 3333 NEW HYDE PARK RD #100 C/0 KIMCO REALTY CORP, PO BOX 5020 NEW HYDE PK, WA, 11042 Contact Person: Name: JIM TRUEBLOOD Address: Contractor: Name: PO BOX 595 , ISSAQUAH, WA, 98027 ALEGIS RESTORATION INC Address: 3701 S NORFOLK ST, SUITE 300 , SEATTLE, WA, 98118 License No: ALEGIRI890K6 Lender: Name: KIMCO REALTY Permit Number: D16-0183 Issue Date: 7/13/2016 Permit Expires On: 1/9/2017 Phone: (206) 954-9631 Phone: (206) 725-0385 Expiration Date: 5/19/2017 Address: 4065 fACTORIA MALL, BELLEVUE, WA, 98006 DESCRIPTION OF WORK: REMOVAL OF EXISTING COLUMNS AND REPLACEMENT OF NEW TUBE STEEL COLUMNS & FRAME "T" Project Valuation: $130,000.00 Fees Collected: $3,007.72 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Occupancy per IBC: M Electrical Service Provided by: TUKWILA Water District: HIGHLINE,TUKWILA Sewer District: TUKWILA 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: Public Works Activities: 2015 National Electrical Code: 2015 WA Cities Electrical Code: 2015 WAC 296-466: 2015 WA State Energy Code: 2015 2014 2014 2014 2015 Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No � Permit Center Authorized Signature: ��" r� Date: � I� l 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 cond�ions attached to this permit. Signatur� !" Print Name: Date: � 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: ***BUILDIN6 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 speciai 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 inspectian. The special inspector shall furnish inspection reports to the Building Official in a timely manner. S: 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: Ail construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: All wood to remain in placed concrete shall be treated wood. 8: 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. 9: 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. 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0409 FRAMING 4046 SI-EPDXY/EXP CONC 4004 SI-WELDING �� .�i�a k,q,r p '+ yZ jJ� �% �:, � , � „ '+,\�` . r 2 ` I90a CITY OF TUKh _..A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www. TukwilaWA. �ov SITE LOCATION Site Address Tenant Nam Building Permit Noa �� /j�� - Project No. Date Application Accepted: �' �Q� Date Application Expires: � � �—�'( �� O (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** Kine Co Assessor's Tax No.: C—"r�, �r � i ; Number: Floor: New Tenant: ^�.. Yes ❑ .. No i v �� c v �� H:Wpplications�Forms-Applications On Line�2012 Applications�Permit Application Revised - 2-7-12.docx xe��5ea: FebNary 2o�z Page 1 of 4 bh BUILDING PERMIT INFORMATIi - 206-431-3670 �'c Valuation of Project (contractor's bid price): $��4 �� ° � Describe the scope of work (please provide detailed information): Existing Building Valuation: $ t�'i�Ji N G G� w c1 �J C /�� (�� -�.l'.� t'� �� 'C' � � 41�� i �'� �� \ ��Ci�.. �L � � I�� 1`"'�'�1 4 � f f � t,t Will 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 Addition to Type of Type of Existing Construction per Occupancy per Existin Interior Remodel Structure New IBC IBC 15` Floor 2" FlOor , . � 3` FlOor Floors thru Basement Accessory Structure* . � Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: � �/� Single famity building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than ] 8 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? ❑.......Yes ❑.......No Compact: Handicap: If "yes", explain: FIRE PRO CTION/HAZARD S MATERIALS: N��' , ....... 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 cunent septic design approved by King County Health Department. H:Wpplications�Forms-Applications On Line�2012 Applications�Permit Application Revised - 2-9-12.docx Revised: February 2012 Page 2 of 4 bh C WORKS PERMIT INFG iATION — 206-433-0179 Scope of Work (please provide detailed information): t—� �� Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ... Water District # 125 ❑ ... Highline ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑...Valley View ❑...Renton ❑.. Sewer Use Certificate ❑...Sewer Availability Provided ❑... Renton ❑... Seattle Septic Svstem: ❑ 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 Aaalication (mark boxes which aoplv)• ❑.. Civil Plans (Maximum PapPr Size — 22" x 34") ❑.. Technical Information Report (Storm Drainage) ❑... Geotechnical Report ❑.. Traffic Impact Analysis ❑ .. Bond ❑... Insurance ❑... Easement(s) ❑... Maintenance Agreement(s) ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) Proaosed Activities (mark boxes that apalvl: ❑.. Right-of-way Use - Nonprofit for less than 72 hours ❑... Right-of-way Use - Profit for less than 72 hours ❑.. Right-of-way Use - No Disturbance ❑... Right-of-way Use — Potential Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ .. Total Cut cubic yards ❑ .. Total Fill cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑... Work in Flood Zone ❑... Storm Drainage ❑... Abandon Septic Tank ❑... Curb Cut ❑... Pavement Cut ❑... Looped Fire Line ❑.. Permanent Water Meter Size (1) " WO #_ ❑.. Temporary Water Meter Size (1) " WO # ❑.. Water Only Meter Size ........... " WO # ❑.. Sewer Main Extension............ Public ❑ Private ❑ ❑.. Water Main Extension............ Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line _ ❑ .. Water ❑ .. Sewer Monthly Service Billin� to: Name: Mailing Address: Water Meter RefundBilline: Mailing ❑... Grease Interceptor ❑ ... Channelization ❑... Trench Excavation ❑... Utility Undergrounding _" WO # (3) " WO # " WO # (3) " WO # ❑ .. Deduct Water Meter Size " Number of Public Fire Hydrant(s) ❑ .. Sewage Treatment H:Wpplications�F'orms-Applications On Line�2012 Applications�Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Day Telephone: City Day Telephone: City State Zip State Zip Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMiNED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZ AGENT: Signature: Date: � '2� � � Print Name: � ��L� ��,r /�j � �p,�,, � Day Telephone:�� !' �" •� iv�J � Mailing Address: _ �F � R '��C CJ � � � �j�Q�Q��/�E} � � � ('��1.-�" City State Zip H:�P.pplications�Forms-Applications On Line�2012 Applications�Permit Application Revised - 2-7-12.docx Revised: February 2012 Page 4 of 4 bh Date Paid: Wednesday, July 13, 2016 Paid By: KIMCO Pay Method: CHECK 1002136 Printed: Wednesday, July 13, 2016 9:49 AM 1 of 1 aYSTEM5 Date Paid: Wednesday, June 29, 2016 Paid By: KURT B TAYLOR Pay Method: CREDIT CARD 00446D Printed: Wednesday, June 29, 2016 9:11 AM 1 of 1 � 5YS7EM5 � 2 INSPECTION RECORD Retain a copy with permit �� d �� INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Q06) 431-3670 Permit Inspection Request Line (206) 438-9350 ��.,., ,,� � nspection: s: L � App�oved per applicable codes. a Corrections required prior to approval. COMMENTS: /Jld� .� O Inspector: Date: G4 S /� C� ( � REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD � � �11� - 0 I � Retain a copy with permit 3 INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DtVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit lnspection Request Line (206) 438-9350 � Approved per appiicable codes. �Correciions required prior to approval. � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at b300 Southcenter Blvcl., Sui#e 100. Calt to schedule reinspec#ion. OTTO ROSENAU & ASSOCIATES, #NC. Geotechnical Engineering, Construction Inspection 8 Materials Testing CON�TRUCTION INSPECTION REPORT Report Number: 281111 Project: Burlington Coat Factory Permit Number: D16-0091/ D16-0183 Address: 17500 Southcenter Plcwy, Tukwila Job Number. 16-04U4 Ciient: Burlington Coat Factory Client Address: �o Alegis Construction, Inc. 3701 S. NorFolk St., Seattle Steel Decking Structural Steel Fabrication Structural Steel Erection Inspector Other (specify): Non-Shrink Grout Pertormed X Other (specify): and Date Remarks Darren Reid Non-shrink grout placed under cotumn base plate as required per engineers approved project 7/16/2016 document at K/27. Con#'or�s �E��iVED CI�fY OF TUKWIL�, AEi� 0 � 2016 �ERIViIT CENTER copies to: Cfient X Engineer Others --- �I'w--- �� 4,`..� � Owner X Contractor Technical l2esponsibility: �� Architect Building Dept. ;� Wa(ter Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 � Phone (206) 725-4600 or 1-888-OTTO-4-US � Fax (206) 723-2229 Form No.: ADMlN-63-05 (Rev 90/90) � ``� ' 0�,� � / ��.�. OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection 8 Materiats Testlng CONSTRUCTION INSPECTION REPORT Report Number. 334514 Project: Burilhgton Coat Factory Permit Number: D16-0011 Address: 17500 South�enter Pkwy, Tukwila Job Number: 16-0404 Client: Burlington Coat Factory Ciient Address: c/p Alegis Construction, Inc. 3701 S. No�folk St., SeSttle _ .; . _ " ` ;.:.Inspection�`Perf�rmed - - Steel Decking Other (specify): X Other (specify): Structural Steel Fabrication � X Structurai Steel Erection -T :Inspectot - -_ _ - � - - _ . and=Date = -_ hema�ks - - George Naiii Arrived on site at McFabco Fabrication shop as requested by the contractor ta perform visual welding� t 6/21/2016 inspection, in conformance to project plans and specfications. 1) Met with the fabricator to verify inspection and review plans. 2) Verified welder certiflcation forweide�: Rodney T. Travis Expires 1-01-2017 for FCAW/SMAW structura! plate and FCAW reinfvrcing steel. 3) Performed visual inspection of the foliowing piece marks: beams 1 F(x5) and columns 1 C, 9 D, 2A, 2B, 3A, 36, 3C, 3D, 3F and 3G. 4) Visual inspection revealed welding to be complete per approved shop drawings wifh the exception of 3/16" partial penetration groove welds 2 sides on the column top to column cap connection which was inaccessibte due to being covered by the side plate. 1 spoke with the engineer of record and he confirmed #hat this weld could be excluded and was acceptable as is. The fabricator will obtain written confirmation by email or RFI and forward to ORA. Conforms Copies to: Client X Engineer Owner X Contractor Archited Buitding Dept. Others , Technical #iesponsibility: aiter Hanssn, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau 8� Associates, lnc. Reproduction of this repoR, except in full, without written permission from our fim► is strictly prohibited. Page 1 of 1 6747 M.L. Krtg VUay S., Seattle, Wsshington 98118 � Phone (206) 725-4600 or 1-888-01T0-4-US � Fax (206) 723-2221 Form No.: ADMIN-63-05 (Rev 10/10) � ��" B� T DESIGI� & ENGINEERING, INC. �^ � r, P.O. Box 5�5 • Issaqiiah; WA 98027 • Phones: 425-557-0779 • Fa�: 425-557-0765 •-i, � ' ` ,.,. � 1:�(.1ti1,1:ltt\(� � ' -`� EXISTING GLB ROOF FRAMING SUPPORT & DAMAGED COLUMN REPLACEMENT STRUCTURAL CALCULATIONS FOR BURLINGTON COAT FACTORY T.I. 17480 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON 98188 PROJECT OWNER: HIMCO REALTY CORPORATION 4065 FACTORIA MALL S.E., SUITE F-10 BELLEVITE, WA5HINGTON 98006 fCONTACT: TIM E[��MANN: (425� 449-9938J REVIEVIIED FOR �CODE CQMPL1At�CE I A�PR4VE6 ��ll � � 2�16 ! , �l1/ �i�� Of�'ukwi(� BUILDIN� �IVISlOi� JUNE 24, 2016 - SUBNIITTAL [B & T PROJECT # 16100.0] ��'�`"��';��" � �C 3 � �i"tl �GT�i�a��z(i�a..N� JUy 29 2016 r�c��' ��'�� wk.� '.,'. . ...� . . . . . � � . c ��; �� PROJECT U N � SHEET NO. (�OF � ' _ � ' ' DESCRIPTION �7 � �� rI � DES� DATE Co� I � f/, . _.. . �.- I:\GI\I�FRI\(= �'r cxx JOBNO. �1`�`� 425-557-0779 p��i� t�,�:� �.� � . �� '� � �� (z �.�� -,,, �- �- � �7� �"� �� -�`� ��- ^ � �Sf �� e��.�"l� - �', � ,� �u �-U �P S e. �f • �' °�� - 1. 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PERMiT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0183 DATE: 06/29/16 PROJECT NAME: BURLINGTON COAT FACTORY SITE ADDRESS: 17480 SOUTHCENTER PKWY X Original Plan Submittal Response to Correction Letter #, DEPARTMENTS: �� ,�,VU �•�• 14 Builfling Division � Revision # Revision # lvYV l � � � `� Fire Prevention � before Permit Issued after Permit Issued Planning Division ❑ Public Works ❑ Structural � Permit Coordinator � PRELIMINARY REVIEW: DaTE: 06/30/16 Not Applicable a Structural Review Required � (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: O%IZH/lG Approved ❑ Approved with Conditions � Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) IJ:�� Permit Center Ilse� Only � - � CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ]2/18/2013 ALEGIS RESTORATION INC }iomc I:spanol Contaci 5afety & Health � Washingtqn State Depart�nent of �,� �.abar & Industries ALEGIS RESTORATION INC Owner or tradesperson Principals JONES, BARRIE GLYN, PRESIDENT PRICE, MICHAEL RAY, VICE PRESIDENT PRICE, MARK ALLEN, SECRETARY EVERTON, ROBERT K, TREASURER Doing business as ALEGIS RESTORATION INC V�JA UBI No. 603 170 139 License Page 1 of 2 Search L&I �� { A-% Lidex Help M} I,R�I Claims & I�surance Workplace Rights Trades & Licensing 3701 S Nortolk St, Ste 300 SEATTLE, WA 98118 206-725-0385 KING County Business type Corporation Governing persons BARRIE GLYN JONES MARK A PRICE; MICHAEL RAY PRICE; ROBERT K EVERTON; Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contrector Active. _ _ ................. _................. _.......... . Meets current requirements. License specialties GENERAL �icense no. ALEGIRI890K6 Effective — expiration 05119/2017— 05/1912017 Bond Travelers Cas and Surety Co of America Bond account no. 105904136 REceived by L&I 04/29/2013 Bond history Insurance .... ....... ........... United Specialty Insurance Com Policy no. BV01663687 Received by L&I 07/07/2016 $12,000.00 Efiective date 05176I2013 Expiration date Until Canceled $1,000,000.00 Effective date 06/28/2016 Expiration date https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603110139&LIC=ALEGIRI890K6&SAW= 7/12/2016 � � � � � � 0 tii � i 0 � � I�IERAL NO?E BE�4M ELEVATION SCHEDULE CODE: INTERNATIONAL BUILDING C�E -- 2012 EDITION ALL ASTM'S CALLED OUT ARE TO BE 1NE LATEST EDITION GRID O O O O O O O O LIVE LOADS M BUILDING RIS�C CATEGORY II (IBC TABLE 1604.5) 25 26 2� 28 END NORTH SOUTH NORTH SOUTH NORTH 50UTH NORTH SOUTH NORTH SOUTH NORTH SOUTH NORTH SOUTH NORTH SOUTH GRAVITY LOADS: 165'-0" 26 23'-0 1/4" 23'-0 3/4" 23'-7" 23'-7 1/2" 24'-1 1/2" 24'-2 1/4" 24'-8" 24'-8 1/2" 24'-1 1/4" 24'-2" 23'-7 1/2" 23'-8" 23'-0" 23'-0 1/2" SNOW .............. GROUND SNOW LOAD Pg = 36 psf ............. . FLAT ROOF SNOW LOAD Pf = 25 psf � ' 55'-0" ' 55'-0" 55'-0" . . . . . . . . . . . . . . SNOW EXPOSURE FACTOR Ce = 1.0 � � � . . . . . . . . . . . . . . SNOW IMPORTANCE FACTOR Is = 1.0 � 27 23'-1" 23'-0" 23'-7 1/2" 23'-6 1/2" 24'-2" 24'-1" 24'-8 3/4" 24'-7 1/2" 24'-2" 24'-1" 23'-7 3/4" 23'-6" 23'-0 3/4" 23'-0 1/4" .............. TMERMAL FACTOR Ct = 1.0 (� � � FOUNDATI�I � � A �- - - - - -I - - - - � _— NOTEt FOUNDATION DESIGN WAS BASED ON THE FOLLOWING ASSUMED ALLOWABLE VALUES: � ALL VERTICAL DIMENSIONS IN THIS SCHEDULE WERE RECEIVED �ROM FIELD MEASUREMENTS DONE BY JEREMY KINZER, ALEGIS CONSTRUCTION, INC. FOOTING BEARING PRESSURE:. ... 1500 PSF ON DENSE NATIVE MATERIAL OR COMPACTED � � EMAILED ON 06/08/16 0 12:27 PM WITH THE SUBJECT LINE OF "NEW COLUMN HEIGHTS FOR BURLINGTON COAT FACTORY'. STRUCTURAL FILL (33% INCREASE FOR WIND OR SEISMIC) �� LATERAL EARTH PRESSURE: ..... 35 PCF EQUIVALENT FLUID PRESSURE (ACTIVE) � � � .. 250 PCF EQUIVALENT FLUID PRESSURE (PASSIVE) , N COEFFICIENT OF FRICTION: ..... 0.35 � ALL IXTERIOR FOOTINGS SHALL BE A MINIMUM OF 1'-6" BELOW FINISH GRADE. SLABS AND � I I FOOTlNGS SHALL BEAR ON UNDISTURBED SOIL OR STRUCTURAL fILL COMPACTED TO 95% MAXIMUM � DRY DENSITY PER ASTM D-1557. CONTRACTOR S'FIALL PROVIDE POSITIVE PERMANENT DRAINAGE � B � II II � �I � I � -- -- -- -- -- --- 3/8" STIFPENER PLATE OF BUILDING PERIMETER. �II II II ql I� �I �I eA SID� OF WEe � N� � I I I I I I I � I I � � I � I � 3/8" PLATE (ONE SIDE) MISC�EOUS STE�EI. PLA� SHALL CONF�tM TO ASTM A36 f-36 000 PSI). WELDS NOT �� a �x° o � II I I I I I� � I � �- — J — ---- --- -- � p� (E) 6 3/4 X 27 GLB W/ (2) 3/4"A (A907) S P E C I F I E D S H A I l B E 1" C� � z w 3�� I— -Tl — — — —I� — — — -il— � — �1 BOLTS (3 PLACES� /4 CONTINUOUS FILI.ET MINIMUM. ALL WELDS TO BE 8Y WABO CERIIFIED � �, �. �, N i I I Ju� U = —�� ___ J�� j� W E L D E R S -- U S E F R E S H E 7 0 E L E C T R O D E S. M I S C E L L A N E O U S H A N G E R S T O B E S I M P S ON OR I.C.C. �� o 0 II F=� __ 8 APPROVED EQUAL NAIL ALL HOLES WITH NAILS AS SPECIFIED BY MANU F A C T U R E R U N L E S S N O T E D A�]�� II c� �� II N� �rG ��' � � N�w �rG`� G0�' I� ��_p�. OTHERWISE ON DRAWINGS. MACHINE BOLTS T0 BE A-307. ANCHOR 80LTS INTO CONCRETE SHALL � o aN N � II � � W14 120 `Z�5 I I �f �f 'll � I HAVE MINIMUM EMBEDMENT PER IBC TABLE 1908.2. � N� v v _� � �� 7 GL -- -- - L� 8�,� 27 GL __ W14 X 12 _ _ E 8 3/4 X 27 GLB -- --- 1 1/ " 1 1/2" C {� _�-�-�_ � —� =_ ----- �--=--_ �1--�8 --- _�--�_______= SiRUC7URALSTEEL III N 5 N S � , , N ALL WI�K IN ACCORDANCE WiiH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND � _ if� I � " ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AND THE "CODE OF STANDARD PRACTICE". w � � I� �,'��k .�,'��` � o o - o o ��'9' 12 0 o STRUCTURAL S'fEEL BEAMS CONFORMS WITH ........ ASTM A992 (Fy=50.000 PSI) � N � � � � - TUBE COLUMNS CONIFORM YVITH . . . . . . . . . . . . . . . ASTM A500 GRADE B (Fy=46,OQ0 PSI) � � �� g � g �` � a0 MISC STEEL PLA1ES CONFORM WITH . . . . . . . . . . . . . ASTM A36 (Fy=36,000 PSI) � II a�� GO �� GO� � STEE! PLATES AT MOhlENT FRAMES CONFORM WITH .... ASTM A572 (Fy=50�000 PSI) 1)ES1GN & II� NEW c�9 NEW 55 BQLTS (WOOD TO STEEL) CONFORM YVITH . . . . . . . . . . ASTM A307 D �I __�Ej, 6 3� 27 GL9 __ W14 X 120 ___(El 6 3/4 X 27 GLB __ W14 x �2� _ ___(E�, 6 3� 27 GLB _ � BOLTS (STEEL TO STEEL) CONFORM WIITH .......... ASTM A307 �� N q g�.� S N q g�,� S � 3�16 ��g ALL WELDING TO CONFORM WITH AWS D1.1 'CODE FOR WELDIN� IN BUILDING CONSTRUCTION". � �r`�%',r �� -�p �yp I WELOS NOT SPECIFIED SHALL 8E 1/4" CONTINUOUS FILLET MINIMUM. ALl WELDS BY WABO y �`��'�j `�� CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES. SEE SPECIFICATIONS FOR ITEMS TO 8E �~' �'�w N „ _ GALVANIZED. r, ,a o �� .��pt .��Oc (� � $ �' ,� � �' i 3/8 END PLATE o � ! � . .. EPDXY AtdCH�tS ' � � � � �I �� GO�, �� GO�, I io � � W14 X 120 X 20 -0 PER PLAN EPDXY SHALL BE HILTI "HIT-RE 500-SD" FROM HILII US. ANCHORING ADHESIVE SHALL BE A ,�,��. �c,�� I NEW �g9 NEW �55 � � F- I I I 1'-1 5/8" X 3/4" X 2'-0" PLATE w F, TWO-COMPONENT HIGH-SOLIDS EPDXY-BASED SYSTEM SUPPLIED IN MANUFACTURER'S STANDARD `l • g'�4 �J E _ � _�_ 6 3/4 X 27 GLB __ W14 X 120 � �� 6 3� 27 GLB __ W14 X�120 �� l g 3/4 X 27 GLB __ ___ o� io � , I W/ (4) 1 1/4"� (A307� BOLTS �� CARTRIDGE AND DISPENSED THROUGH A STATIC-MIXING NOZZLE SUPPLIm BY 1HE MANUFACIURER. Q� � THE ADHESIVE ANCHOR SHALL HAVE BEEN TESTED AND QUALIFIED FOR PERFORMANCE IN CRACKED I�I � z ., „ 2'-0' „ �= AND UNCRACKED CONCRETE PER ICC-ES-ESR-2322 NCA HORS SHALL BE THREADED ROD N S N S N o 1/2 PLATE � EA SIDE OF HSS N o COMFORMING TO AS1M A36. PROVIdE DIAMETER AND EMBmMENT AS SPECIfIED ON PLANS AND � ( II o� 2'-0" 8� z� DETAILS. ANCHORS SHALL BE INSTALLED PER HILTI'S INSIRUCTIONS FOR HIT-RE 500-SD � NN � I� �'� �lk �`� 11� �� 10��" 10'-0" Q? EPDXY-TIE ADHESIVE. �� 6� 11' z W o SHOP �tA�VINGS I�I ��1 GOV ��1 GO�. � 3�� N SUBMIT THREE SETS OF SHOP DRAWINGS T0 �tiE ENGINEER AND �IE SET TO THE BUILDING � � �/4 �g�� DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION FOR: MISC. & STRUCTURAL STEEL � � �I Wt4 XV 120 �� W14 Xv 120 `�� ___ �� 3�� 1 1/2" �� 0"" � _ JE�, 6 3� 27 GLB __ _(,EJ, 6 3/4 X 27 GLB _(E], 6 3/4 X 27 GLB _ W TYP TYP Q SRECIAL IWSPECTI�IS �"� F � � `° � ' I I NEW HSS COL PER PLAN m� INSPECTIONS ARE TO BE PER IBC CHAPTER 17, SECTlONS 1704 AND 1705 AND ARE TO BE BY AN � �� N S N S � W a '/4 W o� INDEPENDENT TESTING LAB AND APRROVED BY THE OWNER AND BUILDING DEPARTMENT AND � � u� ENGAGED BY AND PAID FOR BY THE OWNER PRIOR TO STARTING CONSTRUCTION. �� I I� � u' o o � � �„ a o � .��oc ,�,k I ,„ „ ,„ WELDING: INSPECT ALL FIELD WELDING. VERIFY CERTIFICATION OF WELDERS. I I �. � 1-2 X 3/4 X 1-2 BASE CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT `" � �I ��. $ ��. $ i I I PLATE W/ (4) 3/4"0 X 6" M E E T I N G S P E C S. I N S P E C T O R S H A L L N O T I F Y S T R U C T U R A L E N G I N E E R O F W E L D S � I J. I � I II NEW �� 5 G�� NEW �� 5 G�� I p o I I E P O X Y B O L T S N O T M E E i I N G S P E C S. �, � III E g 3/4 X 2? GLB W�4 x 12� �� '`� 1" ( M A X � N O N S H R I N K G R O U T EPDXY ANCHOR: SPECIAL INSPECTION IS REQUIRED. �� G - I11— - - �� - - - - - - - _jE� 8 3/4 X 27 GLB _ _ W14 X 120 - - - - �16 3/4 X 27 GLB _ _ � — - — ♦♦ i� I B14SE PL�►TE DETAIL I (E) SLAB ON GRADE SPfCIAL O�IDITI�iS �°"� � � �� N S N S I CONTRACTOR SHALL NOnFY ENGINEER OF RECORD OF ANY UNUSUAL OR UNSAFE CONDInONS �� WHICH ARE DISCOVERED DURING CONSIRUCTION. SOME DETAILS WERE BASED UPON ASSUMED � _ � o i �I ,��ec ,��a � CONDITIONS SINCE 1HEY WERE NOT CLEARLY SHOWN ON ORIGINAL DRAWINGS. ANY O��+I N I �� $�I. �$�. i DISCREPANCIES BETWEEN QUR DETAILS AND ACTUAL CONDITIONS SHQi1LD BE CALLED TO OUR — �� ATTENTION PRIOR TO CONTINUATION OF WORK. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN �� .ri Gp ��1 Gp�, � FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS � I NEW 5 NEW � 9 DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO � H I � ___(Ej, 6 3� 27 GLB __ W14 X 120 _�y __�1 6 3/4 X 27 GL9 __ W14 X 120 -� --�� 6 3/4 X 27 GLB __ I--- INSTALLATION. � � � � �Ij N 5 N _ A S1.� 5 I VIEWI�G E�4ST REVfEWED FC�I�_-- �� I� � �I� � TYP � � �Ob� COMPLtAN�� N �� 11 ��1 � � � � � I I) V` � 0 V` � � I �7�.� �+ ,. JUL 0 8 2016 g��i� � ''��Ow � . . . � � � � � �� NEW � 55 G NEW � g5 G I . C'_,/ � - - _jJ, 6 3/4 X 27 GLB _ _ W14 X 120 _ � _ _ � 6_3/4 X _27 GLB _ _ W14 X 120 `� _ _ � 6 3/4 X 27 GLB _ _ �� ' � � o i of Tukwila 7 - — - — II� N s N s � BUILDING D1VISt0�f � A 51.1 _.�..�.�.�...�,._..__ . . 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