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HomeMy WebLinkAboutPermit D16-0001 - CONTINENTAL MILLS - DOCK LEVELERS AND RESTRAINTSCONTINENTAL M ILLS 6155 SEGALE PARK C DR D16-0001 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: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 3523049115 Permit Number: D16-0001 6155 SEGALE PARK C DR Project Name: CONTINENTAL MILLS Issue Date: 1/29/2016 Permit Expires On: 7/27/2016 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: 6155 SEGALE PARK C DR , TUKWILA, WA, 98188 Phone: (425) 255-0500 Phone: (206) 255-0500 Expiration Date: 10/9/2017 DESCRIPTION OF WORK: INSTALL (2) NEW DOCK LEVELERS AND RESTRAINTS. UPGRADE (1) DOCK POSITION WITH NEW RESTRAINT Project Valuation: $46,122.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Electrical Service Provided by: TUKWILA FIRE SERVICE Fees Collected: $1,597.40 Occupancy per IBC: Water District: HIGHLINE 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: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: 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 (JALPermit Center Authorized Signature: Date: 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:ulat'ng construction or the performance of work. I am authorized to sign and obtain this development permit d -e to the conditions attached to this permit. Signature: Print Name: le" 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: ***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: 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. 7: 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. 8: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: 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. 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: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 14: 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 4046 SI-EPDXY/EXP CONC CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: i /1ca: is Date Application. Expires:, a1 f (For office ,e o ly) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION (� King Co Assessor's Tax No.: Site Address: &PISS J �,5�` cz- I � D� C Suite Number: Tenant Name: COnrb A 2n 1 t (( S PROPERTY OWNER cc t Name: J QM-¢ 3 �/ C [ A Name: S 5G ( K_ (1(‘-q ' r _> Address: Address: J ' -j a (Q Poi- k t t S Q r L City: '7 kw ` k A State: w h. Zip:cis, f l y CONTACT PERSON - person receiving all project communication ' cc t Name: J QM-¢ 3 �/ C [ A 0 Address: Address: t („ j 1 7 fk City: State: Zip: Phone: tfis, 7t Fax: Phone: 41 2-- .J �S-r�'Fax: Email: JC hi, tic,-)Pls, ccz.it-i Contr Reg No. rff4 Z7S •;-PExp Date:tot , 1( GENERAL CONTRACTOR INFORMATION :. Company Name:, 1Or( 4- f3voR.,./1.5 Company Name: Address: t („ j 1 7 fk City: A.24ky‘ State: q Zip:9(1, 7 Phone: 41 2-- .J �S-r�'Fax: Address: Contr Reg No. rff4 Z7S •;-PExp Date:tot , 1( 7 Tukwila Business License No.: IQu' -- q 9 30 `( 7 State: H:\Applications\Porms-Applications On Line \2011 Applications \Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh New Tenant: Floor: ❑ Yes j1No ARCHITECT OF RECORD Company Name: EN ctj Company Name: Engineer Name: Q 4 LSt /Kg e M 1 A,)k Architect Name: 2/- f A u A-4 Address: State: ljAr Zipc (tS City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: giR.AF %t.skeJ ' <0,4_,A0..40 t.<411 Company Name: EN ctj Engineer Name: Q 4 LSt /Kg e M 1 A,)k Address: (:) 7j' 2/- f A u A-4 CityH-6z, State: ljAr Zipc (tS Phone:2_0(..s . - 0Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.227.095) . Name: giR.AF %t.skeJ ' <0,4_,A0..40 t.<411 Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ c' l 22 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): << (2) Nom' 116'c- k L re_(Qrs •c- A1244 V(' 5-fd ro (` as j � .� 44, res f raw. 4-• 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 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 ❑ 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 ❑ 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\Porms-Applications On Line \2011 Applications\Pcrmit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to . Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lg Floor 2nd Floor 3rd 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: 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 ❑ 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 ❑ 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\Porms-Applications On Line \2011 Applications\Pcrmit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila 0 ...Sewer Use Certificate ❑...Valley View ❑ ...Sewer Availability Provided 0 .. 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 ❑ .. 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 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 .. Geotechnical Report 0 .. 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 0 .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size 0 ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: city State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh 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 CE OR UTHORIZED AGENT: _ Signature: Date: I f Print Name: Mailing Address: ([ �`� S J- 7+1-• H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9.1 I .docx Revised: August 2011 bI Day Telephone: `123 n WF% City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT 1 QUANTITY PermitTRAK I PAID $1,597.40 D16-0001 Address: 6155 SEGALE PARK C DR Apn: 3523049115 $1,597.40 DEVELOPMENT $1,550.55 PERMIT FEE R000.322.100.00.00 0.00 $937.00 PLAN CHECK FEE R000.345.830.00.00 0.00 $609.05 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $46.85 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R7060 R000.322.900.04.00 0.00 $46.85 $1,597.40 Date Paid: Monday, January 04, 2016 Paid By: JAMES FITCH Pay Method: CREDIT CARD 07492D Printed: Monday, January 04, 2016 9:39 AM 1 of 1 e�TSYSTEMS INSPECTION RECORD ,1t� `�� f Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: , Coy+tAI(US Type of In ection: ,. r� ( 1 A ress: O0 SjilSpecial Dace Calle : nstrucs: PasoIr0—(3/ (7 3t,2'O Pc"vN r ti ISS ifi Date Wanted: '� -17 /� -1/4 l a.m. , .m. Re �feste : r Phone No: Approved per applicable codes. Corrections required prior to approval. OMMENTS: Rq ( c�S 116(A.. 51 Inspector: Datg) 17- 6 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 withp errnit if "—'°6)f INSPECTIO N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter B:vd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Gc�i,t'fi-, ..mac (CS Ty e of lnspe do r Ltta4 Li(( Address: / ,j �(. ,� 1 6 Date Called: fctfe- D e Wanted: 4j-7-j6r a.m. p.,. Special Instru ons: CAI ( �l -7- ,i 44( Regi( J d�(��d Phone 745 ( 7-0 6 Q Cit1��I Approved per applicable codes. Corrections required prior to approval. Approved per applicable codes. COMMENTS: Inspector: Date REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. re - INSPECTION RECORD r etain a copy with permit �4� `ate j lo 0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION1S& 1- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 206).431-3670 Permit Inspection Request Line (206) 438-9350 d4-1 Proect: (Pk ttr Kitt ( A (f (5 Type f Inspection: o /-t Address: f r J (e rc Pri Date Called: Ire Special Instruc ns: pct._ Letp? (e�47s- �� pct._ Door (/ / ( 7 -3 I Date Want 3-7-/& a... m p.rn. Requester: Phone No: LJ Approved per applicable codes. Corrections required prior to approval. OM MENTS: Inspector: Date: 3_1( ` 6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0001 DATE: 01/11/16 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: A's A(- k ✓4 Building Division )J� \ A t Public Works 4-M (WA- i -i4-1 S, H)---1 Fire PreventionPlanning Division Structural Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 01/12/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 02/09/16 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 111 PW ❑ Staff Initials: 12/18/2013 NORTH WEST HANDLING SYS INT°, Washington State Department of Labor & Industries 1 -come. Esprniol Contact Safety & Health Claims & Insurance Page 1 of 2 Search L&I A-1 Index Help My Secure t. &1 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, WA98055-2939 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 04/06/1973-10/09/2017 Bond ................. Travelers Cas & Surety Co Bond account no. 81 SI03354822BCM $12,000.00 Received by L&I Effective date 10/09/2001 10/01/2001 Expiration date Until Canceled Insurance ........................... Travelers Indemnity Co of Ame $1,000,000.00 Policy no. Y6302C242044TIA15 Received by L&I Effective date 09130/2015 10/01/2015 Expiration date 10/01/2016 Insurance history Savings https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600051641&LIC=NORTHWH275JF&SAW= 1/29/2016 C:\Temp1AcPublish_14568\Segale 981 -Continental Mills -S1.1 -Foundation Plan-192-99024023-3.dwg, 12-22-15, 10:36am, mariag, 192 60'-0" 60'-0" 60'-0" 60'-0" 60'-0" 60'-0" 60'-0" 60'-0" 0 0 M + 91918 12-22-2015 I ENGINEER: D. KAEMINGK 17 15 1 14 uuUuuu'�u 13 IDF 1 11 10 U U U U U OF• ■ 4 3 1 i AREA WORK �Q uuuu CTZRl AREA OF WORK UUU UUULUU� AREA WORK UUUUUUuu ■ KEY PLAN 1/16" =11-0" NEW RESTRAINT, LEVELER AND PIT SEE 5/S2.1 NEW RESTRAINT, LEVELER AND PIT SEE 5/S2.1 0 0 • PLAM'IN No changes plans without Planning pprovYL-- I Mate: APPROVED n be made. to these approval from the division of DCD 0 0 M No changes s of work wit fa t `Thyy cad may include FI Pernik No, Pian review approval is subj Approval of construction d tho violation of any-adepted. of approved Field opy a By: Date: EVISIONS rlbe made to the scope out prior approval of uilding Division. 1 require a new plan submittal dd Tonal plan review fees. REQUIRED FOR: Eillechanical E406ectrical Wfl!urnbin as Piping City of Tukwila BUILDING DIVISION 16 ct to errors and omissions. Tents dons not authorize or ord;nanca. Receipt editions is acknowledged: i City of Tukwila BUILDING DIVISION REVIEWED FOR OFF COl+t IAN APPROVED JAN 15 2016 City of Tukwila BUILDING DIVISION NEW RESTRAINT AT EXISTING DOCK LEVELER. REINSTALL OLD LEVELER, SEE 1/S2.1 0 0 0 0 0 0 M DOOR 31 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. U 6" = 1'-0" Cir.( , JAN 0 4 2016 PERMIT CENTER w Q 0 12-22-2015 I ENGINEER: D. KAEMINGK DRAWN: M. GARCINI DATE: 12-16-2015 DRAWING SUBMITTALS SUBMIT FOR PERMIT SUBMIT FOR BID SUBMIT FOR CONSTRUCTION z� w a 0 ENGINEER: D. KAEMINGK DRAWN: M. GARCINI DATE: 12-16-2015 DRAWING REVISIONS SHEET NO: si.i OF 2 0 z FOUNDATION PLAN 1- z W I 0 CO 0 z O 0 0 I -- z T 0o W W J U <0 0 W J r / 2 0 U 0 00 U 00 cl-W OC 0) Q^ Q W .4( J W C/ 10 ro r JOB NO: 99024023-3 ENGINEER: D. KAEMINGK DRAWN: M. GARCINI DATE: 12-16-2015 SHEET NO: si.i OF 2 L:\99files\99024\99024023-3\Segale 981 -Continental Mills-S2.1-Foundation-DockSections-99024023-3.dwg, 12-22-15, 10:37am, mariag, 16 EXIST. 5 1/2" CONC. SLAB ON GRADE w/#4 @ 16"oc EA WAY @CL. FIELD VERIFY PIT DIMENSION EXIST. PIT WALL. EXIST. 6" PIT CONC. SLAB. SAW CUT PANEL AS REQ'D VFY DIM. w/ MFR. FIELD VERIFY F DIMENSION PLAN - DOOR NOTES: 1/4" = 1'-0" 1.) VERIFY LOCATIONS PER ARCH. 2.) VERIFY ALL EXISTING DIMENSIONS & CONDITIONS. NOTIFY ENW IF EXISTING CONDITIONS ARE NOT AS SHOWN ON PLANS & SECTIONS. CL PIT EXIST. 5 1/2" CONC. SLAB ON GRADE w/ #4 @ 16"oc EA WAY @ CL NEW PIT WALL SAW CUT PANEL AS REQ'D VFY DIM. w/ MFR. 1'-0" VFY 7'-0" PIT 1'-0" VFY 9'-0" VFY VFY PLAN - DOOR V & NOTES: 1/4" = 1-0" 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 REMOVE EXIST. CONCRETE. LEAVE EXIST. REBAR FOR COUPLER, TYP. TYPICAL LOADING DOCK 0'-0" S2.1 NOTE: THIS REBAR IS IN ADDITION TO REBAR SPECIFIED BY MFR. REBAR PER MFR NOT SHOWN. BAR LOCK, COUPLER, TYP. EXIST. #4 @ 16"oc TYP. U.N.O. EXIST. SLAB TO RETAIN 8" 111-111-11 I- 11 111III111=111= CL PIT. PER MFR 8" SECTION NEW PIT SLAB 3/4" = 1'-0" EXIST. #4 @ 16"oc TYP. U.N.O. #4 �O MATCH EXIST. @ 16"oc 245 PER MFR 0'-0" 0 EXIST. CONDUIT DO NOT CUT. • 1111111,111111,] =111=111=11 EXIST. SLAB TO REMAIN 4• 4. 4. • 4 4 4. 2 S2.1 445 w/HILTI HY-150 EMBED 5" MIN w/ SPCL. INSP. EA. SIDE OF TRENCH. #4 @ 16"oc TO MATCH EXIST. #4 p©, "oc PER SECT. 2/S2.1 4• 9 4 . 4• • 4 as 4 .4 • 4 4 '4 EXIST. 6" PIT SLAB BAR LOCK COUPLER TYP. *4 °• 4 C 4 0 0 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. 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: "#4/#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 CMU HILTI ADHESIVE ANCHORS: CONCRETE CMU UNREINFORCED MASONRY CAST IN PLACE ANCHORS: CONCRETE CMU SCREW ANCHORS: CONCRETE CMU KWIK BOLT TZ PER ESR -1917 KWIK BOLT 3 PER ESR -1385 HILTI HIT-RE500 -SD PER ESR -2322 AND HILTI HIT-HY 200-R PER ESR -3187 HILTI HIT-HY 70 PER ESR -2682 HILTI HIT-HY 70 PER ESR -3342 EMBED PER IBC TABLE 1908.2 EMBED 7 BOLT DIAMETERS. PROVIDE % 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 NOTALLOWED 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. 2'-0" MIN. TYPICAL LOADING DOCK 0'-0" #4 @16"oc #411- @ 16"oc PER MFR. EQ #4 @ 16"oc EQ 6" -i. TYP. 12" TYP. S2.1 #4 TYP. 0 J 0 x 1 1/2" CLR. 4 4 4 SECTION 8" CL PIT. PER MFR 8" 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. 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. @ 3/4" = 1'-0" I ISI I1=111 3/4" x 18" SMOOTH DOWEL EPDXY @ 16"oc I I:- SECTION = #4 (TO MATCH EXIST. @ 16"oc (2)#5 PER MFR. 1,_6" #4 i'.6 @ 16".c (2) #4 CONT. t NOTE: THIS REBAR IS IN ADDITION TO REBAR SPECIFIED BY MFR. REBAR PER MFR NOT SHOWN. 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 III -1 1 1-1 1 1- 111=111=1I11= =1 I I=11=11 111=111=111= PER MFR (5'-5" MIN. NOT TO SCALE) SECTION VERIFY w/ DOCK LE /ELER MFR. 3/4" = 1,-0" 2'-0" 4" .. L 1" EXIST. RAMP SLAB 2 1/2"CLR. EXIST P.C. WALL 4 L4 x4 x1/4 w/ 1,2"0 x 0'-8" W.H.S. @ 9"oc & 6" FROM EA. END (ALLAROJND EA. LEVELER TYP. SLOPE 4 4 G 4 • •.4 4 •. Q. 4 TYP. III1.1II-111 SECTION LL w o - 4 (4) #5 w/HILTI HY-150 EMBED 5" MIN w/ SPCL. INSP. EA. SIDE OF TRENCH. NOTE: VERIFY ALL DIMENSIONS w/ DOCK LEVELER MFR. IIII1 ;111-111 3/4" x 18" SMOOTH DOWEL EPDXY @ 16"oc 1'-6" #41 ;-6 @ 16"oc (2) #4 CONT. PER SECT. 6/S2.1 3/4" = 1'-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. SUBMIT FOR BID 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. ---- O z AWS D1.4 ACI 318: 3.5.2 3. INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETEX WHERE ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE STRENGTH DESIGN IS USED. ACI 318: 8.1.3., 21.1.8 1908.5 1909.1 4. INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE MEMBERS. 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 AC1 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 0'-0" PIT DIMENSION 4" p@ 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 4. 1 1/2"CLR. 4 • • C 4 • 0 0 111-111-111- T1111111IIII1111I SECTION 0'-0" PIT DIMENSION 3/4" 1'-0" /1.III,;,II1-111 2 #4 u @ 16"oc PER SECT. 2/S2.1 Un #4 [@ 16"oc TRENCH CONFIGURATION BY OTHERS #4 NOSE BAR. PER SECT. 2/S2.1 4 . 00 III -1 1 1-I I m„111111111I SECTION 0 J O -J 0 ih 4 INN Oo VFY w/MFR HOLD 1 1/2"CLR. a2 4 4 #4 TYP. I,I-ISI-I�I- 11111111111 1 i t= 3/4" =1,-0" bVo'OoO' I11I71II-111 PER SECT. 7/S2.1 #4 -L-@ 16"oc PER SECT. 6/S2.1 RENEWED FOR CODE COMPLIANCE ,,.. APPROVED JAN 15 2016 City of Tukwila BUILDING DIVISION JAN 0.42016 PERMIT CENTER w 0 12-22-2015 I ENGINEER: D. KAEMINGK DRAWN: M. GARCINI DATE: 12-16-2015 DRAWING SUBMITTALS SUBMIT FOR PERMIT SUBMIT FOR BID SUBMIT FOR CONSTRUCTION zoI O z w a 0 ENGINEER: D. KAEMINGK DRAWN: M. GARCINI DATE: 12-16-2015 DRAWING REVISIONS SHEET NO: s S21 OF 2 O z FOUNDATION SECTIONS io 1- z w = O cnv z 0 0 0 z U) CO w W J 0 Q0 �0 ♦w (.1.3 VJ c� G 0 U O 00 O 000 • 0170• O) Q Q J ale- < J 0 w LO. i- r (t7 JOB NO: 99024023-3 ENGINEER: D. KAEMINGK DRAWN: M. GARCINI DATE: 12-16-2015 SHEET NO: s S21 OF 2