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HomeMy WebLinkAboutPermit D17-0123 - CONTINENTAL MILLS - REWORK DOCKSCONTINENTAL MILLS 6155 SEGALE PARK C DR EXPIRED 01/06/1 8 D17-0123 Parcel No: Address: 0 City of Tukwila O 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 3523049115 6155 SEGALE PARK C DR Project Name: CONTINENTAL MILLS DEVELOPMENT PERMIT Permit Number: D17-0123 Issue Date: 5/23/2017 Permit Expires On: 11/19/2017 Owner: Name: SEGALE PROPERTIES LLC Address: PO BOX 88028 , TUKWILA, WA, 98138 Contact Person: Name: JAMES FITCH Address: 100 SW 7TH , RENTON, WA, 98057 Contractor: Name: NORTH WEST HANDLING SYS INC Address: 1100 SW 7TH ST, RENTON, WA, 98055 License No: NORTHWH275JF Lender: Name: CONTINENTAL MILLS Address: 18000 ANDOVER PARK W , TUKWILA, WA, 98188 Phone: (425) 255-0500 Phone: (206) 255-0500 Expiration Date: 10/9/2017 DESCRIPTION OF WORK: REWORK DOCKS AT DOORS 15 AND 33 TO INSTALL NEW VEHICLE RESTRAINTS Project Valuation: $38,240.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $1,459.63 Occupancy per IBC: S-2 Water District: HIGHLINE 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: 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: Date: 2•j 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 re:ulating construction or the performance of work. I am authorized to sign and obtain this development p \mi • agree to the conditions attached to this permit. Signature: Print Name: 04. s 5 ' Date: S/ 2 3 / ( This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0201 FOOTING 0200 FOUNDATION WALL CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov 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** _ _ (� King Co Assessor's Tax No.: Site Address: 'tS 3 S J c Q t CEJ DC c � Suite Number: Floor: Tenant Name: CON -\ 1 n 2n km 1 tit 1 (LS PR PERbW*t r t , y Name: S7 -5c (( t r p rz.S Address: t S ei i ii a 62 P k Nr L City: r kms, (A State: � l Zip:cip y y CON AC PE.RS.O•N LJ............................. rson':rece , a11= ro ecY}: -: • . WigP:...J.::.. C oininuncato' j.j d3 Name: J cAmi2 3 C tett 0j.,„_314. 0 l� Address: City: State: Zip: Phone: tfir. 74.Fax: Email: j6 +LK U n (-J S, , G,,,,,. d`1 GENERA%:; CON,TR,AG•TOR�I,N,FOiiM��bl•T.__ � � ` .`' Company Name: 10 r i....02,3 f (+ i ,, Address: t i 0 j C .. 7f_ ' City: ite4 L State: L --J ct Zip:was- 7 Phone: Z,,, J c),SUFax: Contr RegNo. t�'w �f 2.7s 4.p. Exp Date: tot 7 %l7 Tukwila Business License No.: P$05,.3cl ? 30 Y 7 H:\Applications\Forms-Applications On Line \2011 Applicetions\Permit Application Revised - 8-9-I l.doce Revised: August 2011 bh New Tenant: 0 Yes O No in',.l''}• .'t -�a 04 i. it �Vl ,..-,...',.A.,...1,,,,,,•• .,eic b �4�..f 15. Company Name: Address:9, 72,Ery ,2rJ ,q I✓ pc; City;5,e_e‘ wessz, State: JA Zip7S t,S Architect Name: Email: City: Address: Zip: City: State: Zip: Phone: Fax: Email: rxg7EER OF�tEC,tO',VI.:�.vt:.1;,§!,,,,,1ryik L1n .?. Company Name: EA/ Engineer Name: D q �5t e M t AL)1< Address:9, 72,Ery ,2rJ ,q I✓ pc; City;5,e_e‘ wessz, State: JA Zip7S t,S Phone:�c:,S ,. 0Fax: Email: 'LEI gr;eDEpRer:.RWc:19S.27,0E5> 4.rj ewr„. •. requ.p p e$,or Name: 87/Up i(p /v4 ol-e—f T C,,,f►nt.{-,,d Address: City: State: Zip: Page 1 of 4 Valuation of Project (contractor's bid price): $ 3 7, 2 41 Describe the scope of work (please provide detailed information): jock 5 IS.• r VtG�e f -S Existing Building Valuation: $ Will there be new rack storage? ❑ Yes tl KNo If yes, a separate permit and plan submittal will be required. rovide reas tn° uare'. 1St Floor: 2nd Floor 00 Floors „ thru Baseih nt Aeeessoi it2'11Ci1 ',Alfa -611e : Defache- Attached C Detached;: ;altered' Uricover'ed 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? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 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 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:\Applications\Farms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docu Revised: August 2011 blt Page 2 of 4 PUBLIC WORKS PERIVIIT PR' WIATI 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 ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila 0 ...Sewer Use Certificate ❑ ...Valley View ❑ ... Sewer Availability Provided ❑ .. Highline 0 .. Renton 0 .. Renton ❑ .. Seattle 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond 0 .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill cubic yards ❑ .. Storm Drainage ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size 9 > WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water ❑ ...Sewer ❑ ...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\Farms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docs Revised: August 2011 bb Page 3 of 4 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 0 R AUTHORIZED AGENT: Signature: Date: 51? h % Print Name: S l Day Telephone: `ZS -744. — �ZZ Mailing Address: wit City H:\Applications\Forms-Applications On Line \2011 Applications Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT PermitTRAK ( QUANTITY PAID $1,459.63 D17-0123 Address: 6155 SEGALE PARK C DR Apn: 3523049115 $1,459.63 Credit Card Fee R $42.51 Credit Card Fee R000.369.908.00.00 0.00 $42.51 DEVELOPMENT $1,375.57 PERMIT FEE R000.322.100.00.00 0.00 $830.95 PLAN CHECK•FEE R000.345.830.00.00 0.00 I $540.12 WASHINGTON STATE SURCHARGE B640.237.114 0.00 I $4.50 TECHNOLOGY FEE $41.55 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R11449 R000.322.900.04.00 0.00 I $41.55 $1,459.63 Date Paid: Wednesday, May 10, 2017 Paid By: JAMES FITCH Pay Method: CREDIT CARD 02962D Printed: Wednesday, May 10, 2017 8:35 AM 1 of 1 CRWSYSTEMS gg 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) 438-935 Project: ( )a37,tRAIT.4.la 141 /US Ty n'spectibn: 1-11VA 3A-i7cl Irl/ 1L Address: f`fS ' P/--eie C.'DR Date Called: Instructions: Date Wanted 7 /0/ 1 7Special Request 104 Phone No: _ Z - 316-0/e/9 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 71/ 0 C°7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 12/1/2017 City of Tukwila Department of Community Development JAMES FITCH 100 SW 7TH RENTON, WA 98057 RE: Permit No. D17-0123 CONTINENTAL MILLS 6155 SEGALE PARK C DR 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 1/6/2018. 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 fmal 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 1/6/2018, 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, VfnA/ Rachelle Ripley Permit Technician File No: D17-0123 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 4ERMIT COORD COPY ° PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0123 DATE: 05/10/17 PROJECT NAME: CONTINENTAL MILLS SITE ADDRESS: 6155 SEGALE PARK C DR X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Ita ,kw, S't0-c Building Division Ayfr Public Works km ,4. 5-0-17 Fire Prey rationIT Structural n Planning Division III Permit Coordinator 111 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 05/11/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 06/08/17 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 NORTH WEST HANDLING SYSC Home Espanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries 0 Search L&I Page 1 of 2 A -Z Index Help • My L&T Workplace Rights Trades & Licensing NORTH WEST HANDLING SYS INC Owner or tradesperson Principals FRANCK, JAMES JEROME, PRESIDENT KOSTY, CLARK RANDOLPH, TREASURER THOMAS, KEVIN A (End: 09/28/2011) Doing business as NORTH WEST HANDLING SYS INC WA UBI No. 600 051 641 1100 SW 7TH ST RENTON, WA 98055-2939 425-255-0500 KING County Business type Corporation Governing persons CLARK R KOSTY JAMES J FRANCK; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. NORTHWH275JF Effective — expiration 04/0611973-10/09/2017 Bond Travelers Cas & Surety Co Bond account no. 81S103354822BCM $12,000.00 Received by L&I Effective date 10/09/2001 10101/2001 Expiration date Until Canceled Insurance Travelers Indemnity Company Th $1,000,000.00 Policy no. Y6302C242044TIA16 Received by L&I Effective date 09/30/2016 10/0112016 Expiration date 10/01/2017 Insurance history Savings Help us improve httns://secure.lni.wa.eov/verify/Detail.asnx?UBI=600051641 &LIC=NORTHWH275 TF&SA W= 5/77/2017 NORTH WEST HANDLING SYS(' -'C No savings accounts during the previous 6 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. 329,999-00 Doing business as NORTHWEST HANDLING SYSTEMS INC Estimated workers reported Quarter 1 of Year 2017 "Greater than 100 Workers" L&I account representative T4 / TERRI MADISON (360)902-4654 - Email: KIRT235@Ini.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 08/21/2015 Inspection no. 317936474 Location 1100 Sw 7th Street Renton, WA 98055-2939 Inspection results date 08/21/2015 Inspection no. 317937073 Location 1100 SW 7th Street Renton, WA 98055-2939 Violations Violations 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.I?ov/verifv/Detail.asnx?UBI=600051641 &I,TC=NORTHWN275TF&SAW= St?'")/M17 L:199files199024199024023-41Segale 981-Continental Mills-S1.1-Foundation Plan-192-99024023-4.dwg, 05-09-17, 9:51am, markl, 192 9 1 18(1) ENGINEER: D. KAEMINGK i6 DATE: 5-3-17 v U ) UIcyU SUBMIT FOR CONSTRUCTION L) U U U U U U puu 01Y Y ITLI uu uNUY14 MU[JLuY uPI uu YY uu u E� AREA OF WORK uuu UNL�V'O AREA OF• WORK• ' . • a ARFA OF Phil ARC;Ff l 7 ) (i) re) PLAN KEY PLAN Q 1/16" = 1'-0" NEW RESTRAINT AT EXISTING DOCK LEVELER. REINSTALL OLD LEVELER + SEPARATE PERMIT REQUIRED FOR: C 'lUtecttanicai Lttumbing is Piping City of Tukwila BUILDING DIVISION No changes s of work wit 1 NOTE: s't _. and may inc ud EVISIONS II bp, made to the scope out prior approval of 'Eui!ding Division. it require a new plan Submittal additional plan review fees. Permit Plan review sp; rod. Approv T of cr is tr, the violation of any of approved Fi,id By: Date: Biu copy 1)k.'7- t)l is subject to errors and omissions. d2iOn r _RCLmen!s-cgg42+ rare$ Guth ri- a] adopted code or ordinance. Receipt yd conditions is acknowledged: Si 117 City of Tukwila 13 ILDING DIVISION NEW RESTRAINT AT EXISTING DOCK LEVELER. REINSTALL OLD LEVELER DOOR 33 PARTIAL FOUNDATION PLAN NOTES: 1.) ALL ITEMS ARE EXISTING (E) UNLESS NOTED AS NEW (N). 2.) FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY ENW IF EXISTING DIMENSIONS AND EXISTING CONDITIONS ARE NOT AS SHOWN ON PLANS AND SECTIONS. 3.) VERIFY ALL DIMENSIONS w/ ARCH. 1/16" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 162017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 10 2017 PERMIT CENTER D0- 0113 w < ui 0 r` 7 a) ENGINEER: D. KAEMINGK DRAWN: M. GARCINI DATE: 5-3-17 DRAWING SUBMITTALS SUBMIT FOR PERMIT SUBMIT FOR BID SUBMIT FOR CONSTRUCTION ci z w 0 ENGINEER: D. KAEMINGK DRAWN: M. GARCINI DATE: 5-3-17 DRAWING REVISIONS SHEET NO: si.i OF2 � z FOUNDATION PLAN 1- z w =0 CO Z 0 f- 0 0 I'- Z cow W`s _.1U 0 W CO 2 O 0 12 0 00 U00 0 cc0) Q Q a Q J 0 w� LO IS) JOB NO: 99024023-4 ENGINEER: D. KAEMINGK DRAWN: M. GARCINI DATE: 5-3-17 SHEET NO: si.i OF2 L:\99files\99024\99024023-4\Segale 981 -Continental Mills-S2.1-Foundation-DockSections-99024023-4.dwg, 05-09-17, 9:51am, markl, 16 FIELD VERIFY PIT DIMENSION EXIST. 5 1/2" CONC. SLAB ON GRADE w/#4 @ 16"oc EA WAY © CL. EXIST. PIT WALL. EXIST. 6" PIT CONC. SLAB. SAW CUT PANEL AS REQ'D VFY DIM. w/ MFR. VFY. PLAN - DOOR 15 & NOTES: 1/4" =11-0" 1,) VERIFY LOCATIONS PER ARCH. 2.) VERIFY ALL EXISTING DIMENSIONS & CONDITIONS. NOTIFY ENW IF EXISTING CONDITIONS ARE NOT AS SHOWN ON PLANS & SECTIONS. GENERAL NOTE CONCRETE PROVIDE 28 -DAY STRENGTH PER SCHEDULE. SEE ACI 318 TABLE 4.3.1 FOR MINIMUM REQUIREMENTS. FOR SPECIAL CONDITIONS ANOTHER CEMENT TYPE MAY BE REQUIRED. SUBMIT MIXES FOR APPROVAL. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP (UNLESS SUPERPLASTICIZERS AND/OR WATER REDUCING AGENTS ARE USED) WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. PROVIDE 3/4" CHAMFER AT ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL CONCRETE EXPOSED TO WEATHER PER SCHEDULE. LIMIT WATER TO CEMENT RATIO PER SCHEDULE. ADD NO WATER TO CONCRETE AT SITE. IF INCREASED WORKABILITY IS REQUIRED, CONTRACTOR IS TO SUBMIT A MIX DESIGN THAT WILL ALLOW THE ADDITION OF A FIXED AMOUNT WATER REDUCING AGENT OR A FIXED AMOUNT OF SUPER -PLASTICIZER AT THE CONCRETE PLANT. ACI 306R IS TO BE FOLLOWED FOR COLD WEATHER CONCRETING. ACI 305R IS TO BE FOLLOWED FOR HOT WEATHER CONCRETING. THE TESTING LAB MUST APPROVE THE CONTRACTORS METHOD OF COMPLIANCE AND CERTIFY THEIR APPROVAL WITH EACH CONCRETE TEST CYLINDER THEY CAST. TESTING LAB TO NOTIFY THE ARCHITECT AND ENGINEER IMMEDIATELY OF ANY NONCOMPLIANCE. REMOVE EXIST. CONCRETE. LEAVE EXIST. REBAR FOR COUPLER, TYP. TYPICAL LOADING DOCK 0'-0" NOTE: THIS REBAR IS IN ADDITION TO REBAR SPECIFIED BY MFR. REBAR PER MFR NOT SHOWN. i BAR LOCK, COUPLER, TYP. EXIST. #4 @ 16"oc TYP. U.N.O. #4 ' @ 16"oc #4 J @ 16"oc PER MFR. REINFORCING STEEL USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM A 615, GRADE 60 (fy=60,000 PSI). LAP CONTINUOUS REINFORCING BARS PER SCHEDULE, 2'-0" MIN. UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS (2'-0" MIN. BEND) FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A 185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS EXCEPT STIRRUPS AND TIES SHALL HAVE 135 DEGREE ACI SEISMIC HOOKS. COVER TO REINFORCEMENT: NONPRESTRESSED CAST -IN-PLACE CONCRETE (INCHES) CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 FORMED SURFACES EXPOSED TO EARTH OR WEATHER #6 AND LARGER 2 #5 AND SMALLER 1-1/2 NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, WALLS, JOISTS 14 AND LARGER 1-1/2 #11 AND SMALLER 3/4 BEAMS, COLUMNS PRIMARY REINFORCEMENT, TIES, STIRRUPS,SPIRALS 1-1/2 PRESTRESSED CAST -IN-PLACE CONCRETE (APPLIES TO PRESTRESSED AND NONSTRESSED REINFORCEMENT, DUCTS AND END FITTINGS) CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 FORMED SURFACES EXPOSED TO EARTH OR WEATHER SLABS, WALLS, JOISTS 1 OTHER MEMBERS 1-1/2 NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, WALLS, JOISTS 3/4 BEAMS, COLUMNS PRIMARY REINFORCEMENT 1-1/2 TIES, STIRRUPS, SPIRALS 1 SHOULD THE REINFORCING SUPPLIER AND/OR DETAILER CHOOSE TO USE SOFT METRIC, EACH AND EVERY REBAR CALLOUT MUST BE INDICATED WITH BOTH SIZES WITH THE IMPERIAL SIZE FIRST THUS: "#41#13" NO EXCEPTIONS. A CONVERSION TABLE ALONE IS UNACCEPTABLE. WE WILL CHECK THE SHOP DRAWINGS TO THE IMPERIAL SIZES ONLY. IT WILL BE THE RESPONSIBILITY OF THE REINFORCING SUPPLIER AND THE GENERAL CONTRACTOR TO VERIFY THAT ALL CONVERSIONS TO METRIC SUPPLY AT LEAST THE SAME AREA OF STEEL AS THE IMPERIAL. CONCRETE AND MASONRY ANCHORS (BOLTS, THREADED RODS AND REBAR DOWELS) DRILLED IN EXPANSION ANCHORS: CONCRETE HILTI KWIK BOLT TZ PER ESR -1917 CMU HILTI KWIK BOLT 3 PER ESR -1385 ADHESIVE ANCHORS: CONCRETE HILTI HIT-RE500 -SD PER ESR -2322 AND HILTI HIT-HY 200-R PER ESR -3187 CMU HILTI HIT HY 70 PER ESR -2682 UNREINFORCED MASONRY CAST IN PLACE ANCHORS: CONCRETE CMU SCREW ANCHORS: CONCRETE CMU HILTI HIT-HY 70 PER ESR -3342 EMBED PER IBC TABLE 1908.2 EMBED 7 BOLT DIAMETERS. PROVIDE 1/2 INCH OF GROUT BETWEEN BOLT & CMU. HILTI KWIK HUS -EZ (KH -EZ) AND HUS -EZ I (KH -EZ I) PER ESR -3027 HILTI KWIK HUS -EZ (KH -EZ) PER ESR -3056 ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT TIME OF INSTALLATION PER ACI 318 -11 SECTION D.2.2. INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED TO SUPPORT TENSION LOADS SHALL BE PERFORMED BY CERTIFIED PERSONNEL IN CONFORMANCE TO ACI 318 -11 SECTION D.9.2.2. FOLLOW INSTALLATION PROCEDURES OF ESR REPORT AND MANUFACTURER'S INSTRUCTIONS. PROVIDE SPECIAL INSPECTION AS NOTED AND/OR REQUIRED BY ESR REPORT. SUBSTITUTIONS ARE NOT ALLOWED UNLESS WRITTEN APPROVAL BY ENW IS RECEIVED. SUBSTITUTIONS MUST BE SUBMITTED TO ENW FOR REVIEW PRIOR TO CONSTRUCTION. PROVIDE STAINLESS STEEL OR GALVANIZED ANCHORS FOR EXTERIOR APPLICATIONS AS REQUIRED. ANCHORS RATED FOR DRY INTERIOR CONDITIONS MAY NOT BE USED FOR EXTERIOR APPLICATIONS PER ESR REPORT. 0 m=111=111=11 L PIT. 8" SECTION ABBREVIATIONS ARCHITECT BALANCE BOTTOM BETWEEN BUILDING BEARING CAST IN PLACE CONSTRUCTION JOINT CENTERLINE CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CLOSURE STRIP JOINT EACH EACH END EACH FACE EXPANSION JOINT ELEVATION ENGINEERS NORTHWEST EQUAL EACH SIDE EACH WAY FACE OF CONCRETE FACE OF STUD FACE OF WALL FOOTING GAGE HOT DIP GALVANIZED GYPSUM WALL BOARD HORIZONTAL INTERNATIONAL BUILDING CODE INTERNATIONAL CODE COUNCIL INSIDE FACE INCLUDING KIP (1000 POUNDS) LONG WAY METAL BLDG SUPPLIER ARCH. BAL. B. OR BOT. BTWN. BLDG. BRG. C.I.P. C.J. CL CLR. CMU COL. CONC. C.S.J.. EA. E.E. E.F. E.J. EL. OR ELEV. E.N.W. OR ENW EQ. E.S. E.W. F.O.C. F.O.S. F.O.W. FTG. GA. GALV. G.W.B. H. OR HORIZ. I.B.C. I.C.C. I.F INC. K L.W. M.B.S. PER MFR 8" 3/4" =1'-0" N.F. N.T.S. oc O.F. O.S. O.T.O. PL REINF. REM. R.O. SECT. SIM. S.J STL. SW SYMM. T. T.O.B. T.O.F. T.O.S. T.O.W. TYP. U.N.O. V.E.F. VERT. V.F.F. VFY V.I.F. V.N.F. V.N.F. W.A.B.O. OFFICIALS w/ w/o W.H.S. III=III-11 ;EXIST. #4 © 16"oc TYP. U.N.O. #4 [ MATCH EXIST. @ 16"oc 2 #5 PER MFR NEAR FACE NOT TO SCALE ON CENTER OUTSIDE FACE OUTSIDE OUT TO OUT PLATE REINFORCING REMAINDER ROUGH OPENING SECTIONS SIMILAR SHRINKAGE JOINT STEEL SHEARWALL SYMMETRICAL TOP TOP OF BEAM TOP OF FOOTING TOP OF STEEL TOP OF SLAB TOP OF WALL TYPICAL AT ALL SIMILAR PLACES UNLESS NOTED OTHERWISE VERTICAL EACH FACE VERTICAL VERTICAL FAR FACE VERIFY VERTICAL INSIDE FACE VERTICAL NEAR FACE VERTICAL OUTSIDE FACE WASHINGTON ASSOC. OF BUILDING WITH WITH OUT WELD HEAD STUD AT 0'-0" EXIST. CONDUIT 4-#5 w/HILTI HY-150 EMBED 5" MIN w/ SPCL. INSP. EA. SIDE OF TRENCH. Z0 0 DO NOT CUT. ElI1E111IIIII #4 @ 16"oc T MATCH EXIS #4 @ 1 "oc PER SECT. 2/.2.1 G EXIST. 6" PIT SLAB BAR LOCK COUPLER • C '4 • 4 • . 4 .4 G TYP.•• a 4 •a• a a.. .a. . •s • 6' d • 4 C 4 • .d 00 III -111-111- 1llllllllllllllll -1 I 111=111. 111= IIS PER MFR (5'-5" MIN.'NOT TO SCALE) SECTION 4 3/4" = 1'-0" II /=111=,-111=111 1" 0'-0" PIT DIMENSION 4" #4 [@ 16"oc TRENCH CONFIGURATION BY OTHERS , #4 NOSE BAR. 2-#5 (PER MFR) w/ HILTI HY-150 EMBED 5 w/ SPCL. INSP. VFY w/MFR HOLD EXIST. #4 @ 16"oc BAR LOCK COUPLER 1 1/2"CLR. I _111_111 -I I I 44's; 4' r U4 • 4 4 d • G • 4 0 '0 2012 IBC TABLE 1705.3 REQUIRED VERIFICATION & INSPECTION OF CONCRETE CONSTRUCTION AND INSPECTION CONTINUOUS PERIODIC REFRENCEVERIFICATION STANDARD IBC REFRENCE 1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS, AND PLACEMENT. --- X ACI 318: 3.5, 7.1-7.7 1910.4 2. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH TABLE 1705.2, ITEM 2b. ----- OIz AWS D1.4 ACI 318: 3.5.2 --- 3. INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE STRENGTH DESIGN IS USED. -__ X ACI 318: 8.1.3., 21.1.8 1908.5 1909.1 4. INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE MEMBERS. X ACI 318: 3.8.6, ACI 318:8.1.3, 21.1.8 1909.1 5. VERIFYING USE OF REQUIRED DESIGN MIX. ---_ X ACI 318: CH. 4 ACI 318: 5.2-5.4 1904.2, 1910.2 1910 3, 6. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. X ASTM C 172 ASTM C 31 ACI 318: 5.6, 5.8 1910.10 7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. X ACI 318: 5.9, 5.10 1910.6 1910.7 1910.8 8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. X ACI 318: 5.11-5.13 1910.9 - 9. INSPECTION OF PRESTRESSED CONCRETE: a. APPLICATION OF PRESTRESSING FORCES. b. GROUTING OF BONDED PRESTRESSING TENDONS IN THE SEISMIC -FORCE -RESISTING SYSTEM. X X ACI 318: 18.20 ACI 318: 18.18.4 --- 10. ERECTION OF PRECAST CONCRETE MEMBERS. X ACI 318: CH. 16 11. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST -TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. X ACI 318: 6.2 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. ---- X ACI 318: 6.1.1 ----- 1 1 1-1 11-1 11- 17=111=M= SECTION J 0 S 00 111 -III -I11- III1 IIII IIIIIll 3/4" =1'-0" 2 1 #4 -i_@ 16"oc PER SECT. 2/S2.1 111111;.111-111 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 16 2017 City of Tukwila BUILDING DIVISION I RECEIVED CITY OF TUKWILA MAY 10 2017 PERMIT CENTER W < a r - r Is) ENGINEER: D. KAEMINGK DRAWN: M. GARCINI DATE: 5-3-17 DRAWING SUBMITTALS SUBMIT FOR PERMIT SUBMIT FOR BID SUBMIT FOR CONSTRUCTION OIz Lu a ENGINEER: D. KAEMINGK DRAWN: M. GARCINI DATE: 5-3-17 DRAWING REVISIONS SHEET NO: S2A OF2 O z -J U W ZW CO �. V < co NPP o E L z6 c N >�B ¢`4§ “1-1' N C N v Wrna z 0 U CO 0 0 LL z W I O CO U z 0 0 0 1- z COLI) 0)E/ W J �< 0 V //W v! 2 0 0 0 00 U00 00 Q J Q 0 5 _J W LoC 1 JOB NO: 99024023-4 ENGINEER: D. KAEMINGK DRAWN: M. GARCINI DATE: 5-3-17 SHEET NO: S2A OF2